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Home My WebLink About50165-Z of SO[/Tyo`O Town of Southold * * P.O. Box 1179 io 53095 Main Rd uNTI." Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46506 Date: 09/18/2025 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 19620 Soundview Ave Southold, NY 11971 Sec/Block/Lot: 51.-3-12.3 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 11/14/2023 Pursuant to which Building Permit No. 50165 and dated: 12/28/2023 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Single family dwelling with finished basement,.covered front entry, first floor covered porch, second floor decks, second floor covered porch, outside staircase and accessory garage attached with breezeway as applied for. The certificate is issued to: Head of Harbor LI LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-23-1153 9/5/2025 ELECTRICAL CERTIFICATE: 50165 08/01/2025 PLUMBERS CERTIFICATION: John Reyes 09/16/2025 V Autho ized , ignature =` TOWN OF SOUTHOLD o�guFFo�,�co ay BUILDING DEPARTMENT y x ' TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50165 Date: 12/28/2023 Permission is hereby granted to: Soundview Ave LLC 230 E 85th St New York, NY 10028 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 19620 Soundview Ave, Southold SCTM #473889 Sec/Block/Lot# 51.-3-12.3 Pursuant to application dated 11/14/2023 and approved by the Building Inspector. To expire on 6/28/2025. Fees: 1 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $4,834.00 CO-NEW DWELLING $100.00 Total: $4,934.00 Building Inspector SOUr��l 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Southold,NY 11971-0959 'Q ��A'urm,Nc� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Soundview Ave LLC Address: 19620 Soundview Ave City: Southold St: NY Zip: 11971 Building Permit#: 50165 section: 51 Block: 3 Lot: 12.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Brilliant Electric License No: 40896ME SITE DETAILS Office Use Only Indoor W Basement V— Service r Solar Outdoor I✓ 1st Floor I✓ Pool F Spa F Renovation r— 2nd Floor W Hot Tub F Generator F Survey F Attic FY-1 Garage ri Battery Storage rl INVENTORY Service 1 ph W Heat Duplec Recpt 104 Ceiling Fixtures 6 Bath Exhaust Fan 10 Service 3 ph l— Hot Water Gas GFCI Recpt 23 Wall Fixtures 16 Smoke Detectors 10 Main Panel 200AX A/C Condenser 4 Single Recpt Recessed Fixtures 258 CO Detectors Sub Panel 60A A/C Blower 4 Range Recpt Dual Ceiling Fan Combo Smoke/CO 4 Transfer Switch 200A UC Lights 12' Dryer Recpt Gas Emergency Strobe Heat Detectors 1 Disconnect Switches 101 4-LED Exit Fixtures Other Equipment: Fridge, MiniFridge, Micro, DW, Hood, Oven, ERV, (2) 200A Panels, Elevator Disco. Notes: Two Story W/ Finished Basement & Garage Attached w/ Breezeway Inspector Signature: X Date: August 1, 2025 Sean Devlin Electrical Inspector sean.devline-town.southold.ny.us 19620SoundviewHouse its, �F01 � lbwn NW Arnwc ti` x TMeq+�»(631)79�-9faa�; 64178)►�n Itad tv P.Q Bat 11l� BUILDING DEPARTMENT TOWN OF SOUTHOLD Doe: 09/16/2026 But7�'mg Permit No. r0 6 S Owner: 4e'uA OP 4e r&— LT (Please print) p1i®ber Jose Reyes I certify that the solder used m the water supply system contains less than 2/10 of 1%ksd (Mibm S ) Sworn to before me this dayof ; 20�' Notary Public, dg-Vat, County KORATTIKARA V.THOMAS Notary Public,State of New York No.OITH6199563 Qualified in Nassau County Commission Expires January 20,2029 f i OF SOUIyOlo # TOWN OF-SOUTHOLD BUILDING DEPT. coorm,��''i� 631-765-1802 INSPECTION {FOUNDATION 1 ST/ REBAR±!.-i ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING./STRAPPING [ ] .FINAL A. ]"FIREPLACE & CHIMNEY [ ] ..FIRE SAFETY INSPECTION [ ] FIRE RESISTANTeCONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [- ] RENTAL REMARKS: , 01/�� ,rl✓Pi O� r DATE _ 1�10 INSPECTOR99 Ll - OF S0(/Tyo� C> & * # TOW OFSOUTHOLD BUDING DEPT. °��o�►�N 631-765-1802 INSPECTION [ ] FOUNDATION 1.ST/ REBAR [ ] ROUGH PLBG.. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &.CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ .] FIRE:RESISTANT-PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: s DATE INSPECTOR ho,*pF SOUTyolo * # TOWN OF SOUTHOLD BUILDING DEPT. °ycoutm��' 631-765-1802 10, > � « 1 NSPEC ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] -FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION/ [ ] PRE C/O [ ] RENTAL REMARKS: WID �vo ZIA %7 _%" / DATE INSPECTOR S0(/Th,°6 '* # TOWN OF SOUTHOLD BUILDING DEPT. coo 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] R PLBG. [ ]. FO DATION 2ND [L, INSULATION/CAULKING [ FRAMING /STRAPPING [ ] .FINAL `[ ] 'FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O ] RENTAL REMARKS: .61 otowv k;1&1�fel d)M&W16 a �JPA� f�w DATE 3 INSPECTO. . SOUlyOlo # # TOWN OF SOUTHOLD BUILDING D PT. couffm ' 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ . ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: ,r ' 1 DATE / INSPECTOR SO�T�°� # # TOWN OF SOUTHOLD BUILDING DEPT. cou �i� 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ I ULATION/CAULKING [ ] FRAMING/STRAPPING [ ] .FINAL [ ] FIREPLACE-& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH). [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ . ] RENTAL REMARKS: DATE INSPECTO Building Envelope and Duct Tightness Report 2018 IECC as amended by the 2020 New York State Supplement,sections R402.4.1.2 and R463.3.4 Address of Test 19620 Soundview Avenue,Southold,NY 11971 Test Date 8/28/2025 Building Permit#: Compliance Pathway Performance Test Completed by: Chistopher Silvia RESNET Rater ID# 4150294 Home Energy Solutions NATE ID# 187 East Main Street ICC ID# Huntington,NY-11743 BPI# 631-673-0664 Building Envelope Tightness Volume Calculation: Checkif Floor Area Volume 0 Conditioned Basement Basement 2401 2641.1 'E] Conditioned Crawl Space 1st 2473 24730 O Sealed Attic 2rd 2347 25817 *The,conditioned floor area of dwelling is calculated in 3d acco dice with ANSI Z765,except that conditioned floor Attic 14754 area udes areas where the ceiling height is less than 5 Total Volume 91712 hoiz CFM @50 pa 1312.2 Air changes/hr@50 0.86 Code Compliance: Pass Duct Tightness: Post Construction Test-Total buttleakage System-1: Within Condition Space Duct Location Conditioned Space .......... Floor Area Leakage CFM @ 25pa n/a CFW100 fe CFA n/a Code Compliance: Exempt System-2: Duct]Location -------------------------- Floor Area Leakage CFM @ 25pa CFM/100 ft2 CFA� Code Compliance: System-3: Duct Location Floor Area Leakage CFM @ 25pa CFM/100 ftZ CFA� Code Compliance: All building envelope'tightness has been.verlfied and,conducted in accordance with RESNET/ICC 380 ASTM E779 orASTM E1827,as required by 2018 IECC as amended 15y the.2020 Nev✓'Yo'rk State Supplement, section R402.41.2:The building duct and _plenum system has been verified as required-,"by the 2018 IECC as amended by 2020 New York State Supplement,Section 11403.3.4. Signature: Date: 8/28/2025 - Christophei,,Silvia,Hoiree Energy Solutions i • �• !�. .. � .. Nye. ' �'` 7,�,} � ''I �1►�. � ��. _ _ ._. ram' 8d-� •� ..arl' iy. n;f ..��'��.«i✓•' i'. • �tee,, Arl- Via,,; �, - _ r► y for t. T-xia.-• � � ice.^ Ic ��' �, z„� �� Of t- � ��: / Load Short Form Job: SoundviewAve YYrIC�f1tSClf�° Date: 10/19/2023 Entire House By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: Soundview Ave, Southold, NY 11971 Design Information Htg Clg Infiltration Outside db (°F) 16 86 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD (°F) 56 11 Fireplaces 1 (Tight) Daily range - L Inside humidity (%) 35 50 Moisture difference (gr/Ib) 31 54 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) AH1_1st Floor 2396 19706 14426 967 967 AH2_2nd Floor 2342 34523 32513 1933 1933 AH3_Basement 2396 14103 8926 600 600 Entire House 7133 68332 55864 3500 3500 Other equip loads 14165 2742 Equip. @ 1.00 RSM 58607 Latent cooling 14191 TOTALS i 7133 I 82497 I 72798 I 3500 i 3500 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. . wr ightsoft, 2023-Oct-19 14:17:17 Right-Suite®Universal 2022 22.0.05 RSU20822 Pagel + ...ents\Wrightsoft HVAC\Soundview Ave_Southold.rup Calc=MA Front Door faces: W Load Short Form Job: SoundviewAve wrightSof Date: 10/19/2023 T AH1 1st Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: Soundview Ave, Southold, NY 11971 Design Information Htg Clg Infiltration Outside db (°F) 16 86 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD (°F) 56 11 Fireplaces 1 (Tight) Daily range - L Inside humidity (%) 35 50 Moisture difference(gr/lb) 31 54 HEATING EQUIPMENT COOLING EQUIPMENT Make Bosch Thermotechnology Corp. Make Rheem Trade BOSCH Trade RHEEM Model ZWB 42-3 Cond RA1630AJlNA AHRI ref Hot Water Coil ATQ2-1518 Coil RH1T3617STANJAUSA AHRI ref 7941343 Efficiency 95 AFUE Efficiency 13.0 EER, 16 SEER Heating input 152000 Btuh Sensible cooling 20300 Btuh Heating output 52090 Btuh Latent cooling 8700 Btuh Temperature rise 49 °F Total cooling 29000 Btuh Actual air flow 967 cfm Actual air flow 967 cfm Air flow factor 0.049 cfm/Btuh Air flow factor 0.067 cfm/Btuh Static pressure 0.80 in H2O Static pressure 0.80 in H2O Space thermostat Load sensible heat ratio 0.67 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Bath 2 60 0 0 0 0 Bath 3 60 0 0 0 0 Bath 4 60 0 0 0 0 Bedroom 2 273 1620 1499 79 101 Bedroom 3 268 1833 1374 90 92 Bedroom 4 275 1729 1516 85 102 Entry Sitting 511 5966 5259 293 353 Hall 149 0 441 0 30 Laundry Rm 131 2459 880 121 59 Master Bath2 161 1938 1528 95 102 Master Bed2 447 4162 1929 204 129 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4* wrightsoft'° 2023-Oct-1 9 14:17:17 Right-Suite®Universal 2022 22.0.05 RSU20822 Paget ents\Wrightsoft HVAC\Soundview Ave_Southold.rup Calc=MJ8 Front Door faces: W AH1'_1st Floor 2396 19706 14426 967 967 Other equip loads 4733 916 Equip. @ 1.00 RSM 15342 Latent cooling 7485 TOTALS I 2396 i 24439 i 22828 I 967 I 967 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wmiightsoft- 2023-Oct-19 14:17:17 .. ,•,�a�. ro.q Right-Suite®Universal 2022 22.0.05 RSU20822 Page ...ents\Wrightsoft HVAC1Soundview Ave_Southold.rup Calc=MJ8 Front Door faces: W Load Short Form Job: Soundview Ave w�ightsoft Date: 10/19/2023 rt AH2 2nd Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 r=mail:gdlamay3@gmail.com Project • • For: Soundview Ave, Southold, NY 11971 Design Information Htg Cig Infiltration Outside db (OF) 16 86 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD (°F) 56 11 Fireplaces 1 (Tight) Daily range - L Inside humidity (%) 35 50 Moisture difference(gr/lb) 31 54 HEATING EQUIPMENT COOLING EQUIPMENT Make Bosch Thermotechnology Corp. Make Rheem Trade BOSCH Trade RHEEM Model ZWB 42-3 Cond RA1660AJ1NA AHRI ref Hot Water Coil ATQ2-1536 Coil RH1T6024STANJAUSA AHRI ref 7943714 Efficiency 95 AFUE Efficiency 13.0 EER, 16 SEER Heating input 152000 Btuh Sensible cooling 40600 Btuh Heating output 97307 Btuh Latent cooling 17400 Btuh Temperature rise 46 OF Total cooling 58000 Btuh Actual air flow 1933 cfm Actual air flow 1933 cfm Air flow factor 0.056 cfm/Btuh Air flow factor 0.059 cfm/Btuh Static pressure 0.80 in H2O Static pressure 0.80 in H2O Space thermostat Load sensible heat ratio 0.78 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Dining Room 354 3518 3665 197 218 Kitchen/Family 662 12292 10738 688 638 Living Room 469 6687 8595 374 511 Master Bath1 244 3443 1997 193 119 Master Bed 327 5679 5280 318 314 Master WIC 128 932 500 52 30 Pantry 118 1972 1739 110 103 Pwdr Rm 39 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. rnrri ghtsoft- 2023=Oct-19 14:17:17 is - , . vnPati.ka=np+raw. Right-Suite®Universal 2022 22.0.05 RSU20822 Page g 1 +Ek ...ents\Wrightsoft HVAC\Soundview Ave_Southold.rup Calc=MJ8 Front Door faces: W AH2_2nd Floor 2342 34523 32513 1933 1933 Other equip loads 5164 1000 Equip. @ 1.00 RSM 33512 Latent cooling 9464 TOTALS I 2342 I 39687 I 42917 I 1933 I 1933 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. w ightsof, 2023-Oct-1914:17:17 W v� � Right-Suite®Universal2022 22.0.05 RSU20822 Page 5 / + ...ents\Wrightsoft HVAC\Soundview Ave_Southold.rup Calc=MJ8 Front Door faces: W Load Short Form Job: SoundviewAve a" /�`�(J Date: 10/19/2023 AH3 Basement By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: Soundview Ave, Southold, NY 11971 Design Information Htg Clg Infiltration Outside db (OF) 16 86 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD (OF) 56 11 Fireplaces 1 (Tight) Daily range - L Inside humidity (%) 35 50 Moisture difference(gr/lb) 31 54 HEATING EQUIPMENT COOLING EQUIPMENT Make Bosch Thermotechnology Corp. Make Rheem Trade BOSCH Trade RHEEM Model ZWB42-3 Cond RA1618AJlNA AHRI ref Hot Water Coil ATQ2-1215 Coil RH1T2417STANJAUSA AHRI ref 7940565 Efficiency 95 AFUE Efficiency 13.0 EER, 16 SEER Heating input 152000 Btuh Sensible cooling 12600 Btuh Heating output 38403 Btuh Latent cooling 5400 Btuh Temperature rise 58 OF Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.043 cfm/Btuh Air flow factor 0.067 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.63 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Basement Hall 256 0 0 0 0 Bath 6 69 0 0 0 0 Bedroom 6 348 3124 1325 133 89 Bedroom 7 339 2886 1567 123 105 Mech Rm 110 0 0 0 0 Recreation Rm 1169 8093 6034 344 406 Wine Room 105 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Ad- wY` htls*fV 2023-Oct-1914:17:17 y;r .-�•)a..�.a,r.�. Right-Suite®Universal 2022 22.0.05 RSU20822 Page 6 )M ...ents\Wrightsoft HVAC\Soundview Ave_Southold.rup Calc=MA Front Door faces: W AH3_Basement 2396 14103 8926 600 600 Other equip loads 4269 826 Equip. @ 1.00 RSM 9752 Latent cooling 5707 TOTALS 2396 i 18371 15459 I 600 600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. \A►1°ight5oW 2023-Oct-18 14:17:17 . •,� .. � Right-Suite®Universal 2022 22.0.05 RSU20822 Page Ack ...ents\Wrightsoft HVAC1Soundview Ave_Southold.rup Calc=MJ8 Front Door faces: W f• • ♦ l N Basement 77 axa.e. sx4 M c-Im w 771 me Room Bat Er ,, • 10x4� ., �� Y; v � Bedroom 64x 12 i • � 01 101 ctm G" 1 cfm 10x4 4x12 �- - 4x4 8x4 �10x12 8x4 Recreation Rm r p ; 1 1 dm I = 10[1 dm 12x4 „ e. 6x12 18 12 Bedroam 7 x Basement Hall 8 x 12 v 10 x 12' 600 cfml 6 x'12 :. 6 "12 123 cfm 12.x'12. "10`x 4 12 T 4;z 12 Mech 12z4 6x12 a 12x12 6x12 Job#: Soundview Ave Home Energy Solutions Inc. Scale: 1 : 117 Performed by Katelyn Maieski for: Page 1 187 East Main Street Right-Suite®Universal 2022 Soundview Ave Huntington,NY 11743 22.0.05 RSU20822 Southold,NY 11971 Phone:631-673-0664 2023-Oct-19 14:17:31 gdlamay3@gmail.com ...HVAC\Soundview Ave Southold.ru N r 1st Floor � 92 cfm,' �=102 drn Bath 3 102 cfm Bath 4 Master Bath2 Pool Bath 121 cfm\ Bedroom 3\lt�„ .Bedroom 4 Laundry Rm "e525 cfm Hall.,, 102 Clm 459 drn. 176 cfm Master Bed2 Entry Sitting Bedroom 2 Bath 2 . 1:76 cfm '101 dm .. 102 cfm Job#: Soundview Ave Home Energy Solutions Inc. Scale: 1 : 117 Performed by Katelyn Maieski for: Page 2 187 East Main Street Right-Suite@ Universal 2022 Soundview Ave Huntington,NY 11743 22.0.05 RSU20822 Southold,NY 11971 Phone:631-673-0664 2023-Oct-19 14:17:31 gdlamay3@gmail.com ... HVAC\Soundview Ave Southold.ru � 3 N `rr 1 2nd floor 218 dm - 110 cfm 10x12 16x16, 8 .. Pantry :_ 6 , -Master,Bath1. ;12 x 12 1�2 x,12. 8 �f 193 ctmDining Rooni 10 x 12 wdr 8x12 „€ E 20x16 ` ' w 229 cfrrf- - r. . 52 cf n. , 4 Master`WIC v .r; ' 255 Ifni _ F 26x16 159 cfm 8 Kitchen/Family 1933 Ifni 229 dm. 4x12.. Living.Roorn; Maste(Bed1 " 9 r ' 8 159:dm r ., 255 cfm " 229 cfm Job#: Soundview Ave Home Energy Solutions Inc. Scale: 1 : 117 Performed by Katelyn Maieski for: Page 3 187 East Main Street Right-Suite@ Universal 2022 Soundview Ave Huntington, NY 11743 22.0.05 RSU20822 Southold,NY 11971 Phone:631-673-0664 2023-Oct-19 14:17:31 gdlamay3@gmail.com ...HVAC\Soundview Ave Southold.ru Manual S Compliance Report Job: SoundviewAve wrightsof�5 Date: 10/19/2023 AH1 1st Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: Soundview Ave, Southold, NY 11971 Cooling Equipment Design Conditions Outdoor design DB: 85.9°F Sensible gain: 15342 . Btuh Entering coil DB: 76.0°F Outdoor design WB: 75.9°F Latent gain: 7485 Btuh Entering coil WB: 64.VF Indoor design DB: 75.0°F Total gain: 22828 Btuh Indoor RH: 50% Estimated airflow: 967 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1630AJ1NA+RH1T3617STANJAUSA Actual airflow: 967 cfm Sensible capacity: 20602 Btuh 134% of load Latent capacity: 8830 Btuh 1181/o of load Total capacity: 29432 Btuh 129% of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 15.7°F Heat loss: 24439 Btuh Entering coil DB: 67.0°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas boiler Manufacturer: Bosch Thermotechnol Model: ZWB 42-3 Actual airflow: 967 cfm Output capacity: 52090 Btuh 213% of load Meets all requirements of ACCA Manual S. w ightsoW 2023-Oct-1914:17:17 Right-Suite®Universal2022 22.0.05 RSU20822 Page l ...ents\Wrightsoft HVAC\Soundview Ave_Southold.rup Calc=MA Front Door faces: W Manual S Compliance Report Job: SoundviewAve - - wrightsoftm p Date: 10/19/2023 4 AH2 2nd Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: Soundview Ave, Southold, NY 11971 Cooling Equipment Design Conditions Outdoor design DB: 85.9°F Sensible gain: 33512 Btuh Entering coil DB: 75.5°F Outdoor design WB: 75:9°F Latent gain: 9464 Btuh Entering coil WB: 63.4°F Indoor design DB: 75.0°F Total gain: 42977 Btuh Indoor RH: 50% Estimated airflow: 1933 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1660AJ1NA+RH1T6024STANJAUSA Actual airflow: 1933 cfm Sensible capacity: 40600 Btuh 121% of load Latent capacity: 17400 Btuh 184%of load Total capacity: 58000 Btuh 135% of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 15.7°F Heat loss: 39687 Btuh Entering coil DB: 69.4°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas boiler Manufacturer: Bosch Thermotechnol Model: ZWB 42-3 Actual airflow: 1933 cfm Output capacity: 97307 Btuh 245% of load Meets all requirements of ACCA Manual S. rwrightso t- 2023-Oct-1914:17:17 "` ..�+•x�a. y Right-Suite®Universal 2022 22.0.05 RSU20822 Page 2 + ...ents\Wrightsoft HVAC1Soundview Ave_Southold.rup Calc=MJ8 Front Door faces: W I Manual S Compliance Report Job: Soundview Ave wrightsof t- Date: 10/19/2023 AH3 Basement By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: Soundview Ave, Southold, NY 11971 Cooling Equipment Design Conditions Outdoor design DB: 85.9°F Sensible gain: 9752 Btuh Entering coil DB: 76.3°F Outdoor design WB: 75.9°F Latent gain: 5707 Btuh Entering coil WB: 64.7°F Indoor design DB: 75.0°F Total gain: 15459 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1618AJ1NA+RH1T2417STANJAUSA Actual airflow: 600 cfm Sensible capacity: 13338 Btuh 137% of load Latent capacity: 5717 Btuh 100% of load Total capacity: 19055 Btuh 123% of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 15.7°F Heat loss: 18371 Btuh Entering coil DB: 65.2°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas boiler Manufacturer: Bosch Thermotechnol Model: ZWB 42-3 Actual airflow: 600 cfm Output capacity: 38403 Btuh 209% of load Meets all requirements of ACCA Manual S. +r% !!trig�'1'Ca0'Ft" 2023-Oct-1914:17:17 ..�,.,w—. ., r Right-Suite®U niversal 2022 22.0.05 RSU20822 Page 3 ...ents\Wrightsoft HVAC\Soundview Ave_Southold.rup Calc=MJ8 Front Door faces: W Duct System Summary Job: SoundviewAve " > /�� $ � Y Date: 10/19/2023 ' AH1 1st Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: Soundview Ave, Southold, NY 11971 Heating Cooling External static pressure 0.80 in H2O 0.80 in H2O Pressure losses 0.35 in H2O 0.35 in H2O Available static pressure 0.45 in H2O 0.45 in H2O Supply/return available pressure 0.357/0.093 in H2O 0.357/0.093 in H2O Lowest friction rate 0.081 in/100ft 0.081 in/100ft Actual air flow 967 cfm 967 cfm Total effective length (TEL) 557 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Matl Ln (ft) Ln (ft) Trunk Bedroom c 1499 79 101 0.825 3.8 4x6 ShMt 8.3 35.0 st18 Bedroom 3 c 1374 90 . 92 0.083 5.9 4x 8 ShMt 68.0 360.0 st16A Bedroom 4 c 1516 85 102 0.081 6.1 4x 8 ShMt 82.0 360.0 st16A Entry Sitting c 2630 146 176 0.103 7.2 4x 12 ShMt 52.0 295.0 st16 Entry Sitting-A c 2630 146 176 0.113 7.0 4x 12 ShMt 42.0 275.0 st17 Hall c 441 0 30 0.099 3.7 4x4 ShMt 61.7 300.0 st16 Laundry Rm h 2459 121 59 0.089 6.4 4x 10 ShMt 63.3 340.0 st16 MasterBath2 c 1528 95 102 0.216 5.0 12x4 ShMt 60.7 105.0 st19 MasterBed2 h 2081 102 65 0.363 4.5 46 ShMt 43.3 55.0 st19 Master Bed2-A I h 2081 102 65 0.631 4.1 46 ShMt 21.7 35.0 1 St19 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st18 Peak AVF 668 735 0.081 735 12.8 12 x 12 ShtMetl st3 st16 Peak AVF 442 459 0.081 550 10.7 12 x 10 ShtMetl st18 st17 Peak AVF 146 176 0.113 529 7.0 12 x 4 ShtMetl st18 st16A Peak AVF 175 194 0.081 581 7.8 12 x 4 ShtMetl st16 st19 Peak AVF 299 232 0.216 599 7.5 12 x 6 ShtMetl st3 st3 Peak AVF 967 967 0.081 725 14.2 12 x 16 ShtMetl wvrightsoft 2023-Oct-19 14:17:17 ..�.�"" .P. - Right-Suite(R)Universal 2022 22.0.05 RSU20822 Pagel �+ ...ents\Wrightsoft HVAC\Soundview Ave_Southold.rup Calc=MJ8 Front Door faces: W Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) (cfm) (cfm) R FIR (fpm) (in) (in) Opening (in) Matl Trunk rb4 Ox 0 525 508 114.7 0.081 630 11.3 12x 10 ShMt rt1 rb1 Ox O 442 459 51.3 0.181 688 9.1 12x 8 ShMt rt1 Return Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk rt1 Peak AVF 967 967 0.081 645 14.2 12 x 18 ShtMetl 1> rightsofky, 2023-Oct-1914:17:17 + r .w=»•ra. ,. , r. Right-Suite®Universal202222.0.05 RSU20822 Page ram" ...ents\Wrightsoft HVAC\Soundview Ave_Southold.rup Calc=MA Front Door faces: W righ o Duct System Summary Date: 10/19 2023 Ave. r AH2 2nd Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: Soundview Ave, Southold, NY 11971 Heating Cooling External static pressure 0.80 in H2O 0.80 in H2O Pressure losses 0.33 in H2O 0.33 in H2O Available static pressure 0.47 in H2O 0.47 in H2O Supply/return available pressure 0.414/0.056 in H2O 0.414/0.056 in H2O Lowest friction rate 0.083 in/100ft 0.083 in/100ft Actual air flow 1933 cfm 1933 cfm Total effective length (TEL) 567 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Matl Ln (ft) Ln (ft) Trunk Dining Room c 3665 197 218 0.182 8.0 Ox 0 MtFx 27.3 200.0 St9 Kitchen/Family h 4097 229 213 0.122 9.0 OX 0 MtFx 74.7 265.0 st12 Kitchen/Family-A h 4097 229 213 0.146 8.0 Ox 0 MtFx 54.0 230.0 st12 Kitchen/Family-B h 4097 229 213 0.141 8.0 Ox 0 MtFx 64.3 230.0 st12 Living Room c 4297 187 255 0.200 8.0 OX 0 MtFx 42.0 165.0 st10 Living Room-A c 4297 187 255 0.160 8.0 Ox 0 MtFx 58.0 200.0 st10 Master Bath1 h 3443 193 119 0.139 8.0 OX 0 MtFx 32.7 265.0 st8 Master Bed1 h 2840 159 157 0.093 8.0 OX 0 MtFx 49.7 395.0 st8 Master Bed1-A h 2840 159 157 0.083 8.0 Ox 0 MtFx 64.0 435.0 st8A Master WIC h 932 52 30 0.111 4.0 Ox 0 MtFx 41.7 330.0 st8 Pantry h 1972 110 103 0.134 6.0 Ox 0 MtFx 44.3 265.0 st11 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st8 Peak AVF 563 462 0.083 676 11.5 12 x 10 ShtMetl st2 St9 Peak AVF 1370 1471 0.122 827 15.3 16 x 16 ShtMetl st2 st2 Peak AVF 1933 1933 0.083 870 18.3 16 x 20 ShtMetl SO 0 Peak AVF 374 511 0.160 766 9.7 12 x 8 ShtMetl St9 st12 Peak AVF 688 638 0.122 826 11.5 12 x 10 ShtMetl st11 st11 Peak AVF 799 742 0.122 799 12.2 12 x 12 ShtMetl St9 st8A Peak AVF 1 159 157 0.083 477 7.2 12 x 4 ShtMetl st8 wrightsoft. 2023-Oct-19 14:17:17 f�'� •, . . ,T Right-Suite®Universal2022 22.0.05 RSU20822 Page /iv!* ...ents\Wrightsoft HVAC\Scundview Ave_Southold.rup Calc=MJ8 Front Door faces: W 4 Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) (cfm) (cfm) R FIR (fpm) (in) (in) Opening (in) Matl Trunk rb2 Ox 0 1933 1933 68.0 0.083 669 18.3 16x 26 ShMt NVP1+c ht50'R" 2023-Oct-1914:17:17 wr++�.. �.. •�w., � q.r Right-Suitee Universal 2022 22.0.05 RSU20822 Page 4 rn+ ...ents\Wrightsoft HVAC\Soundview Ave_Southold.rup Calc=MJ8 Front Door faces: W Duct S stem S Job: Soundview Ave . wrightsoft y umma ry Date: 10119/2023 AM-Basement By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: Soundview Ave, Southold, NY 11971 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.33 in H2O 0.33 in H2O Available static pressure 0.27 in H2O 0.27 in H2O Supply/return available pressure 0.227/0.043 in H2O 0.227/0.043 in H2O Lowest friction rate 0.065 in/100ft 0.065 in/100ft Actual air flow 600 cfm 600 cfm Total effective length (TEL) 418 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Matl Ln (ft) Ln (ft) Trunk Bedroom 6 h 3124 133 89 0.065 7.1 4x 10 ShMt 51.3 300.0 st4 Bedroom 7 h 2886 123 105 0.088 6.5 4x 10 ShMt 23.3 235.0 st4 Recreation Rm c 1508 86 101 0.082 6.1 4x 8 ShMt 40.7 235.0 st6 Recreation Rm-A c 1508 86 101 0.107 5.8 4x 8 ShMt 28.0 185.0 st6 Recreation Rm-B c 1508 86 101 0.130 5.6 4x 8 ShMt 10.0 165.0 st7 Recreation Rm-c c 1508 86 101 0.095 5.9 48 ShMt 22.7 215.0 st7 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st4 Peak AVF 256 194 0.065 511 9.0 12 x 6 ShtMetl st1 st5 Peak AVF 344 406 0.082 608 10.2 12 x 8 ShtMetl st1 st1 Peak AVF 600 600 0.065 600 12.4 12 x 12 ShtMetl st6 Peak AVF 172 203 0.082 406 7.9 12 x 6 ShtMetl st5 st7 Peak AVF 172 203 0.095 406 7.7 12 x 6 ShtMetl st5 TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening (in) Matl Trunk rb3 Ox 0 600 600 66.7 0.065 600 12.4 12x 12 ShMt - - wrightsoW 2023-Oct-1 9 14:17:17 r+ •s w. r Right-Suite®Universal 2022 22.0.05 RSU20822 Page ...ents\Wrightsoft HVAC\Soundview Ave_Southold.rup Calc=MJ8 Front Door faces: W MELD INSPECTION REPORT DATE COMMENTS es FOUNDATION (1ST) "' --`- �f./�- � ------------------------------------- C rn FOUNDATION (2ND) z roA 5—*Nt—civs vtu YOWY ROUGH FRAMING& ,�•. VV PLUMBING vv NK INSULATION PER N.Y. STATE ENERGY CODE -- W FINAL ADDITIONAL COMM NTS A q. - — 4 o e rl Ar_ �6 a ', — o 11Q91� b � x ' x — W � I TOWN OF SOUTHOLD—BUILDING DEPARTMENT a� y� H x Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.go_v Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT N0. Building Inspector: ,.J N 0 V 1 4 2023 "Applications and forms must be filled out'iri their entirety. Incomplete applications will be accepted.,,Where the Applicant p is not the owner,an ,',, K fi, ;�'o pp pf.+lr. <<hs Owner's Authorization form,(Page 2)shall be completed. Date: l OWNbR S OF PROPERTY: Name SCTM#1000- Project Address. Phone#: Email: v/ JA Mailing Address: ;-CONTACT PERSON:, - Name Mailing Address: Phone#. Email:. l DESIGN PROFESSIONAL INFORMATION: " Name Mailing Address: ___..._fZa�__ a��_k1w._._.5.�,�_�z_o -•�%� . _roc. ...�_� ..__»_ -Ss_._.__.____��__.____.-__�_ Phone#: Email: D.2.Hi.tS__b)_TC-OJ,ruF1 ZONTRACTOR11INFORNIATION: Name: Mailing Address: Phone#:�� /� � ..__._.._� ... Email: )e _.@��../�:../NGa�.(�/Y_1�IL-...Cd!'Yl...�__.. DESCRIPTION OF•P.ROPOSED..CONSTRUCTION .z o- XNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes 2(No Will excess fill be removed from premises? ❑Yes j$(No 1 'PROPERTY'INFORMATIOW Existing use of property __V Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to Ci this property? ❑Yes ®No IF YES, PROVIDE A COPY. $„Check BOX After Readlrig, The owner/contra'ctor/design;professional is responsible,for all drainage and storm water issues as provided.by Chapter'i 6'of the Town Code.APPLICATION IS,HEREBY MADE to the�Building.Department for the issuance of a Building Permit pursuant to,the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of building's, ; additions,alterations or for removal or demolition as herein ilescrit-ed.The applicant agrees to comply with all'applicable laws,ordinances,building c'ode,'' housing code and regulations and to admit authorised inspectors qr OremhI'es`and ih'building(srfor necessary inspections.False statements made he'rek'are punishable as a Class';A misdidinei horpursuant to Section 316.45"of the NeidYorkState'Penal Laud: Application Submitted By(print name): ( � I?� (�� ❑Authorized Agent ❑Owner Signature of Applicant: Date: i I Sul /Z STATE OF NEW YORK) S COUNTY OF ' ) W. , a C, d( � vl�� 0 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of I v dJ�iM �r , 20 _ vL Lr. Notary Pu'R�becca A. Lucak Notary Public,-State of New York Reg, No. 01 LU6386882. PROPERTY OWNER AUTHORIZATION Qualified in Suffolk County (Where the applicant is not the owner) CorrimissO,Expires 02/04/2027 I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 J. BUILDING DEPARTMENT- Electrical I,rispect4dAR o TOWN OF SOUTHOLD ... , o =` Town Hall Annex- 54375 Main Road - PO Bpx,.1.1.7.9 vy- Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 jamesh _southoldtownny.gov — seand(a)southoldtownn ..gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: March 6, 2025 Company Name: Brilliant Electric Electrician's Name: Mushtaq Qureshi License No.: ME-40896 Elec. email: mqurny@yahoo.com Elec. Phone No: 01 request an email copy of Certificate of Compliance Elec. Address.: 2'0 Pratt Oval. Glen Cove NY 11542 JOB SITE INFORMATION (All Information Required) Name: Head of the Harbor LI LLC Address: 19620 Soundview Ave , Southold. NY Cross Street: Clark road Phone No.: BIdg.Permi #: BP#50165 �\6q� �Q�\ email: Mareno_mario10@yahoo.com Tax Map District: 0 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): New dwelling wiring ,1st floor,2nd floor, basement, 400 Amp underground service Square Footage: 4500 Circle All That Apply: Is job ready for inspection?: ❑ YES EJ NO ❑Rough in ❑ Finai � a� Do you need a Temp Certificate?: ❑� YES 0 NO Issued 001' s" Temp Information: (All information required) 1`Ph❑3 Ph Size: 400 A # Meters 1 Old Meter#Service Size� ❑✓ New Service[]Fire Reconnect[]Flood Reconnect[:]Service Reconnect❑✓ Underground❑Overhead # Underground Laterals R 1 ✓ 2 H Frame Pole Work done on Service? Y FVJ N Additional Information: PAYMENT DUE WITH APPLICATION I L 0 S�� BUILDING DEPARTMENT NT-Electrical Inspector y z TOWN OF SOUTHOLD w • Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 765-1802 Temporary Certificate # �:J� Date 2025 Customer Name ff eo D oy LX Electrician Name 61 eC >I G Address jtd j 60 Phone 51(0 F-7 Lf q`]5, e-mail e-mail Q a doc) , Phone fLicense# D Size A Phase�_ Overhead Underground #of Meters 1 Remarks #of Underground Laterals 1 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the date above. Authorized by �� PERMIT# ca t t Address: ,C �lV anti 0;cci Ada Switches t, 0 f Zo A_OL(( QY outlets l t( ECEOUL GFl s AUG 2 6 2025 - ' Surface Euildinm n-r.,..,--.-.,-t Sconces (G Town o, HH's UC Lts = IZ` Fridge ( HW I POOL Panel I o � Fans Mini Fr. 1 W/D Pump ! Exhaust tQ oven j Sump Heater Trnsfmr Smokes to DW I Generator Salt Gen. I Micro GrbDis Water Bond )(ef Carbon Lights 3 Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Minis lit Blower Combo 3 Cooktop p d`� AC 1,1 A 3 Hood ! Blower 3 Service Amps 6100 Have Used Sub Amps Go Have Used Comments I? Scott A. Russe I \AWATIER SUPERVISOR yT, k, WIENT T\\4[A NAGIEN 47 SOUTHOLD TOWN HALL-P.0,,.'6qX'T179-1" 53095 Main Road-SOUTAOL15,NEW YORK 11971 Town o Southold )f CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — APPLICANT: (Property Owner, Design Professional, Agent, Contractor Other) ( NAME: Date: Contact Information: Property Address Location of Construction Site: rj S.C.T.M. 1000 District ti Section Block Lot 9-1 OL -iPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — Area of Disturbance is less than t Acre. No ST-D.E.S. Permit is Required ! Project does Not Discharge to Waters of the State. No S.P.D.E.S. Permit is Required Area of Disturbance is Greater than I Acre & Storm—water Runoff Discharges Directly - 1: to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a Building Permit. - ,Area of Disturbance is Greater than I Acre Y, Storm-,-N-Arpr Runoff Flows Thiough Southold Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S Pei - Permit through the Southold Town Engineei-in q Depart ment Prior to issuance of a Building Permit. Date Rey iexed BY: &I'led Date: Fnp m I cMrP -Tnq r),rnh— gniq W-3 l� ecIr 5 Town Hall Annex Telephone(631)765-1802 54375 Main Road o ..� { Fax(631)765-9502 P. O. Box 1179 W Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE,CONSTRUCTION.,PRE-ENGINEERED, WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: 9-6-AA Location of Property: Sound view ED) , out loc ) , /Ny U 97.1 Please take notice that the (check applicable line): 7� New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) X Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) X Floor and roof framing (FR) Signature: . Name (person submitting this form): 1 (, S-t ..... �C.� C,A Capac'ty(check applicable line): Owner Owner representative TrussRegl5.docx Effective 1/1/2015 7 1 00 Southold Town Board of Appeals MAIN ROAD - STATE ROAD 25 SOUTHOLD. L.I.. N.Y. 11971 col �:.�► TELEPHONE (516) 765-1809 ACTION OF THE ZONING BOARD OF APPEALS Appeal No. 3640 Application Dated May 21 , 1987 TO: Mr. Henry E. Raynor , Jr. [Appellant(s) ] as Agent for MR. AND MRS. FRANK SAWICKI P.O. Drawer A Jamesport , NY 11947 At a Meeting of the Zoning Board of Appeals held on June 30 , 1987 , the above appeal was considered, and the action indicated below was taken on your [ ] Request for Variance Due to Lack of Access to Property New York Town Law, Section 280-a ( ] Request for Special Exception under the Zoning Ordinance Article , Section [ X] Request for Variance to the Zoning Ordinance Article III , Section 100-31 , Bulk Schedule [ .] Request for Application of FRANK AND EDITH SAWICKI . Variance for approval of insufficient width of three parcels in this pending Minor Subdivi- sion, each having a minimum lot area of 80 ,000 sq . ft. Location of Property: north side of C. R. 48 (a/k/a North Road ) , Southold , NY; County Tax Map Parcel ID No. 1000-51-3-12 . 1 , containing 15± acres . WHEREAS, a public hearing was held and concluded on June 18 , 1987 in the Matter of the Application of FRANK AND EDITH SAWICKI under Application No. 3640 ; and WHEREAS, at said hearing all those who desired to be heard were heard and their testimony recorded; and WHEREAS , the Board has carefully considered all testimony and documentation submitted concerning this application ; and WHEREAS , the Board Members have personally viewed and are familiar with the premises in question , its present zoning , and the surrounding areas; and WHEREAS, the Board made the following findings of fact: 1 . The premises in question is a 15-acre parcel of land with 406. 70 ft. frontage (lot width) along the south side of Sound View Avenue and 375± ft. frontage along the north side of C. R. 48 (a/k/a North Road ) , in the Hamlet of Southold , Town of Southold. The entire premises is used for agricultural purposes . 2. The subject premises is located in the "A-80" Residential and Agricultural Zoning District and is identified on the Suffolk County Tax Maps as District 1000 , Section 51 , Block 3 , Lot 12 . 1 . 3. By this application , appellants request a variance for the proposed lot width (frontage) of Lots 1 , 2 and 3 as follows : (a) 135. 79 feet for Lot #1 , (b) 137. 56 feet for Lot #2 , (c) 133. 35 feet for Lot #3. Each of the proposed (CONTINUED ON PAGE TWO) DATED: June 30 , 1987. CHAIRMAN, SOUTHOLD TOWN ZONING BOARD OF APPEALS Form ZB4 (rev. 12/81) Page 2 - Appeal No. 3640 Matter of FRANK AND EDITH SAWICKI Decision Rendered June 30 , 1 887 lots will contain a minimum lot area of 80,000 sq . ft. 4. In viewing the immediate area , it has been found that a majority of the parcels located on the north side of Sound View Avenue directly opposite the subject premises have lot widths/frontages of the same length , or less , and therefore there will be no substantial change in the character of the immediate area. 5. It is the .. position of the Board that the relief requested is the minimal necessary, particularly since the lots conform to the zoning code in all other respects and since there. is no other method feasible for appellants. to pursue , other than this variance ap.p.l. cati on.. In considering this appeal , the Board also finds and determines : (a) the percentage of relief requested is not substantial , at 20% of the requirements ; (b) the circumstances of the property are unique; (c) there will not be a substantial , 'detrimental change in the character of the neighborhood; (d) there is no other method feasible for appellant to pursue other than a variance ; (e) this project is consistent with the spirit and intent of zoning; (f) the grant of this variance will not affect govern- mental by increased population; (g) in view of the manner in which the difficulties arose and in view of all the above factors , the interests of justice will be served by granting relief, as condi- tionally noted below. Accordingly, on motion by Mr. Grigonis , seconded by Mr. Goehringer, it was RESOLVED, to GRANT the relief requested under Appeal No . 3640 for lot width of proposed Lot #1 of 135. 79 feet - Lot #2 of 137 . 56 feet ; Lot #3 of 133.35 feet, as applied in the Matter of the Application of FRANK AND EDITH SAWICKI SUBJECT TO 'THE FOLLOWING CONDITIONS : 1 . There be no future lot-line changes or lot area adjustments; 2. Future construction shall conform to the require- ments of Column A-80 of the Bulk Schedule as to setbacks , etc. Vote of the Board : Ayes : Messrs . Goehringer, Grigonis , and Douglass . (Member Doyen of Fishers Island was absent. Member Sawicki was absent from vote . ) This resolution was duly adopted. 1 k �r .: ;. .�. ---- GERARD P. GOE INGER, AIRMAN ,IV p,I3D FILED BY July. 6, 19 8 7 1t,C To�'�t c ;.oUTHo� THE ,-7 IjOUR �d�3 � DATEpope.:a...��'� Town . .I ti _4 z - z �r _ 90 U' :fit — A F. �1l.lh - •.N^ 260D.E.; 5 � �R, I .�;,'}).� 'd }.. P -r J 5 I 'S• T?,T. FI' I •I� I LS cost .. i —ice f - 4 L: ' � 'I •APP[tOVED-t3Y � aJ/ k-� t f OO�r I PL1 KING'BOARD N O r- I :1 a 1 OWN OF,56UTHOLp..'' 1 J :'1)A AY.�2 •$8 I r L_ 2 w. I s �I•i. �� I I 0 5f= J• :.I +' I i r J� i ri 'Y - 1 lu r. • Imo. '�• I a .'`'.,`, L.: . T W I• OP � CY N . , i ' v v n _ o '�. rnd''rs'cttiv oi5 .t. -i, .J.c L v I � f d' T I 1 1 f . I J� a _ 1' } f 4. I a k� 1' l cr eau 0 k - -'- SUFFOCN COUNTY DEPhh f�E�fyp�,,�jEALTM'SERVICES'v Ff' 15�061 At:. I \ f - -r<_:• - 'J ', rJd i 11'Stl{1. K:tlL`•' '... Hauppzuge,New York .4Hi°L=:' Is ,•,I This is to certify that the r afr is water su l •' fY P Sed ,PP Y. y _ � �9f ':F J•1• [) .. ��' - �' ,'1' :I '; in the °' 4hh a totat of 'lots 1 •�•� •1 _ __ H. pj .werei above tLte,-These faciihfes imst mnfegn to _ I -}-� 'I' I .'aanstrutli°n standards in,effe�ai'the time o!construction.This I ij 'j�'' ai+Waat 6hs11 b0 vWtd orlY in the ev,'eM'saidsubdWisbnrde4cb 'f -.. l'�• I f. .1" oPmeet P!?n is duiY'h;edviHttneCountl Cic4k within 6 nwnths of ,I ,this dale`¢easetE is.'lyreh4 eien.far the filin6 cf this.map on .' - - { ". fwn.,s7✓.1:....,7 .t, which thiserAamd&ftaApears,n`lt4e Office of the caudty Gle}}kin :1 t ;; : �• \' ,- �. y' � I - .t I '.arrmWlsewltlrprovlsiOrn of NraPublk Health Lawund[heSuTfolk 1 �..'.._�yy' - -_-•�, r T f .' .. Aida Aridnoh,,P.E. . 1 -:. ;T+;F�G3Lllr.91r� t..'i, i D elr�or,,0ivislGn of E(niranniental Qualify .'3;4. i 1 .-,�Oq;GAt., EP'T!C.-YANIL' 7�ia:�_:.�."?O'.'tiN�( I J V' '•94w7 pt N xm� s 1J y ell m ' — Srq,Fo \�—_.. i � � %/� - � - i iyt•EA4 .�'� ; k; L_... :I � � .: . [.J-. Tyt. .. Al . �Y 19 1988 PLEASE NOTE ,�� , •, , ,% MImmum distance,between well'. "_-15r, HQLEe, rr is q,�.;a7 I �n,` i� Vp, and cesspool is.tti be 150 feet + y. Lp,L Ge•A�' :a I AMENDEp PEB 24.1.9'8$ . I ��J �`_ :i,.'i�! V '• � `..[�I�,I.F�L .. r.•L�.0 n�yi.,'�:.i�ui..F •„ --�- i,c�rt? u1Z.�A Tl t�t5: f S'F '?ti5_ '- i i ,•^ Y L'LA'tl:Y+at �3GA{;11.E1 {,. �a 1 E 3CHZVE4'E.Q T 7 -.., . F;9'; / �'m' �: 1{CCQ lif 53411Ec.T,CJ5i.t�1S�GL5 %T. 2^I 1 t4 VA. Ltb K I3,1f5 T I{ �q�t Lin py�� ..._ , $1C• r, ,.�I:• ,, Q-•a ,� / ICE+. '�++-- /.-;.+..t�j, ~`�a`cF v I ,I rR'1 I , :�}I rr;,l6'.f',; yL;:• _ � TJG.�,,..51?7•:zllftVE��4,i:.,.�'t�-` '�. • I . .. 1 I :.r „ .. LA • I Q5 eo 1 ...:.JT I." 6 i I' J ' END ,NA-TER WATER MAIN s�\Nf AV�NuAnOx — EDGE OF PA-'(F-MENT llb�l D, OVERHEAD c WIRES so x 1�� IP ql() PAVE ---------- EDGE OF A P 'sA5 ------G;k5 IN MARK 0 P�' AjN'DV U jg,lI' FDGF_OF IAV�F_Ml-ll GA 0 Rai ...... GAS MA 5.90 .0 TREE ROW 135.79 _TREE.ROW_.___-!__' N85029'25"E_� N7 3. 03 le 90 66 Ld If) !T r. Co 'o. L0 TEST HOLE EL:66.13 45 fl LEGEND CATCH BASIN cQj UTILITY POLE WATER METER I pd WATER VALVE I m GAS VALVE STREETTREE i 60.00+ EXISTING ELEVATION (60,00) PROPOSED ELEVATION DC60.00 BOTTOM OF CURB ELEVATION TC60-00 TOP OF CURB ELEVATION ....60 EXISTINGCONTOUR (60) PROPOSED CONTOUR z < m 0 0 D _J 0 u _J J) LL LL 0O _j D Z Lj cl) 0 LL z 0 2 tu ----- LL z--- ---------- Ir u w < 0 w > O z z a z D 0 _j 0 LL LL z ol 14 SURVEY OF PROPERTY DESCRIBED PROPERTY SITUATE 0 SOUTHOLD TOWN OF SOUTHOLD '71 SUFFOLK COUNTY, N.Y. TAX MAP NO.: 1000-051.00-03.00-012.003 LOT AREA: 80,038.20 S.F.(1.837 ACRES) x DATE SURVEYED:MAY 16,2023 rn 3: -ELEVATIONS REFER TO NAVD88 -NO KNOWN WELLS WITHIN 150'OF SUBJECT PROPERTY V) z > C) x 9 0 OKI' 'Coy Z) v 0 30 60 I Feet SCALE: 1 INCH= 30 FEET Lo I!,'.,,"".i"I A-ILIN"F llPWIl is 'RESE p"u) Rv.kw 01`14 cli,AlIN (NOTTOSCALE) ...... It TEST HOLE OI ILY EK UU11,W.SUIVti MAP WTH 714c K a END CZ,.L A E GENiiii,ir�, ANr C rMC:T OPJr ,37 TIM CUMVVfOR`S OR:GiNr,L WORK, 0 ANDO INION. 0 McDONALD GEOSCIENCE 0 DATE:MAY 24,2023 --MrLE ND Ti 1,1 U-14,11 z u ECE GRADE ELEV.66.13 0 21H OL DARK BROWN LOAM D -r -NC, r�.G.,:UN 114 POVEMCN'i��Fl, Dyll.' VFY. lr OFF`�N"` HCR'i"C�f�I R�-`1 N".p ML BROWN SILT 3' 0 'i4l E VKMAN '0V SM BROWN SILTY SAND uNrn 143.32 UTILITY 7- S79025'11 5"W DG COVERS 0 10 --BROWN FINE TO CONCRETECURB 72 SW'71 COARSESAND L lb el > AJC LANDSURVEYING'PLLC MAIN -WATER IN APPROX.LOC.WATER M LAND SURVEYING & PLANNING' ROWN FINE TO 17' COARSE SAND 1 4:R. 0 CONCRETE CURB 153 WADING RIVER MANORRD., MAN ORVI LLE 19 WILDBERRY WATER ENCOUNTERED 15.1'BELOWSURFACE. PHONE:631-84(3-9973 ------- EMAIL: INFO@AJcLANDSURVEYING'COM LANE i SITE INFORMATION : VI ROAD R"ILANEWIL�D R "A tt C W f feT�- SOUTH�OLD/ NNr I I �M I ' Z :.•TODD O'CONNELL / IARCHITECT P.C. RO RTC OVA TAD �OJT ODD NOTE : NO WELLS �, `F _ I,�I}� � I I_ (� � � � TODD O'CONNELL, AIA T 0 Y �l I�l OF S O U T H O L 1� I� � NITHIN � � F=T . �� O LU 1200 Veterans Memorial Highway O NO WATER ON LOT Suite 120 T_ III II Q Hauppauge,NY11788 LOT SIZE : �0,05�.20 SF . = 1207 ACRES ! �� Q LU VACANT LAND FROFER 1 � } Q P(631)650-6666 I � Q - F(631) 650-6667 EL. 62.05 LAND N/F TRIBERR`I' FIELDS LLG j�/ C(516) 658-0325 ICD . I I I IL i 1 0- T -----------------_ ----- ----- ----- --- E .648.2 mI� . vol; FROFOSED SINOLE FAML� RESIDE �C 7 _ in wo ' r _o N S D �ASEa -TENT = 2 ,.405 S.F . j ,�w_., m -6� I , REo AR wZW� _ I - PROP05ED_GAS SUPPLY_-_-_-_-_-_-_-_- -_-_-_-_-_ PROPOSED WATER SUPPLY / I wvI �-�® �� C =a Z W FIRST FLOOR = �( �- ---------------- --- --------------------------- ---------------------- - �,-----�---------------------------- --------------- -- EL.O W � i � 1 `6� EL.63S EL 63S -''� 1---------- � FLOOR N S �01 `�D _ �✓ I S.F . 64.0 j - `PROPOSED \ • Ta17ir�r; / --I y Q ' \ i�W 1 DETACHED i '` ! ,' . L_F_ ' ` I ' _ O V-z a L I r I � ` \' GARAGE. f: w }):,, Y I• \"F\•, ", I e^ <I F-W W 6AR.EL., 64 2 „ .} t_� kl) p_ ��F-��--NN Q _ z >T ' ` -�PRUPOSEp J r m ul I o 3 N a w NOTE: Z W t- I EL.64.3 027935 `'W 6 O -- .-b 'T y'� .�5TORY,' I J z o -ALL UTILITIES AND LINES I- �� --� I EL.65.16 `RESIDENCE` g 9 O - Q - I 30.�' FF1:EL.r•6733 .> . , , ' / � � �FNE`Ny �o Z= TO BE FLAGGED AND MARKED - tll 111 � 1 \ •• ;F,: k; ; I POSED 322.61' / o Z o IN-6 POOL / � I 3 0 o a BEFORE EXCAVATION. W Lp I 0. jZIX ;"` ;-.y .;. ;. ' 65.0 �61 / I r W i 1 r EL.62.b4 /' V Y IK LnI 'NOTE: Q ,III o / -THERE ARE NO NE I GHBOR I NO WELLS WITHIN 150 FEET } p j i ��n I s ��W' i' ' fV ��W' I 1 / EL.65.14I RIM 111 O OF THE FROFERTY O I I oI B.o:K t.P)'80, 1 �/ 62.11 # -RESIDENGES WITHIN 150 FEET OF ALL lL �.o I v.1IEL.65.51 1 ► I ---� d PROPERTY LINES OF SUB.JEGT FARCEL ARE �� I � ' -- � '�'��. -' ' J - CONNECTED TO INDIVIDUAL SEFTIG PESTHOLE o` -ALL WETLANDS WITHIN 500 OF THE j -1 DRIVEWAY EL�66.13 I �\ �L.P)v )- FROFERT'r' DEFI CTEC� _ _ _ _ _ _ _ _ _ _ _ _ _-_J �` X j /' ' c(� z � I d- oRH I --------------------PROP05ED UNDERGROUND ELECTRIC ---- \ r - w Q w o -NO RECORDED EASEMENTS ON - RES EL.66-ri EL.66.55 EL.bb.-M EL.66.66 \ J 1 m W _ ° u SUBJECT PROPERTY ,gyp O I I i I,�I \ EL.64. 0 Z N ui -ELEVATIONS I N NAVD�� DATUM `� I`�I O O4• 5�J Y�4 \ r 1 BFT. DEER FENCE �� I ° a F o o -NUMBER OF BEDROOMS: -1 u �' g � I� N,3>J °2�'2�j' IIE � �oo � o �.-74 < No��_V, -DIAL SII FOR UTILITY MARK-OUT PRIOR �.�0' `L,U IMPRO\/�D LOT W�~mo�JW�� LAND N/1= SUI=FOLK COUNTY AND COUNTY O SUI=I-O K N O J-o d F o TO ANY EXCAVATI 01 L OLD NORTH ROAD BARN LLG W=Q- ='L'- I_z�dduW0arn_ In N-l9t- FARM LAND �'�'~ °Z m~ W v�`��°�3NmQ� aL Qz67v�z W V TREATMENT UNIT NOTES: PUBLIC WATER ur n t-mo =z,�Fpw O�mFzodurOq�. �� -ddlll0zQO 1. TREATMENT UNIT TO BE IN CONFORM z CONFORMANCE W/ Q o�,Q�n Iv o;W SUFFOLK COUNTY HEALTH DEFT. REOUIREMENTS PLOT FLA zo>?�u, 2. MIN. D I STANCE BETWEEN TREATMENT UNIT AND = Q 0 0.0' GQ z W DWELLING TO BE 10 FT.' �_��, Iv�� o� X SCALE: I 30-0 °N�mn !oz�'� MIN. DISTANCE OF TREATMENT UNIT TO LEAGHINO IY dq FOOL TO BE 5 FT. NoW`�aOmw�Wu~ HQ3id�d=v w�d�Jl'd)Owds��HdTo mz0 I- TodO FLEOEND _ =-LEACHING FOOL N07`ES: a ~Q QQZ/ I . Use (5) a FT. DIAMETER, `f FT. DEPTH PRECAST CONCRETE ,L LEAGHINO FOOLS. TEST HOLE x 2. USE 4" DIAMETER, AFFROVED SEWER FIFE THROUGHOUT. NOTE: GLEANOUT MUST BE -, M 5. BACKF I LL MATERIAL SHALL BE COARSE SAND AND GRAVEL. FPROPERTY LINE z INSTALLED ON SEPTIC TANK INLET WASTELINE 4. SLABS SHALL BE B D TEST HOLE GRADE (66.I3)ETWEEN 10" AND 14" BELOW GRA E - - - - - - 5. SOLID GONCRETE GOVER SHALL BE BETWEEN 6" AND 12" Ai�ROX. WATER LINE - BELOW GRADE. LOCATION - boo HOUSE 6. BOTTOM OF FOOL. SHALL BE A MINIMUM OF 5 FT. ABOVE _-MIN. PITCH �"°I IM/ERT HIGH SEASONAL OROUNDNATER. PROPOSED LEACHI�NO FOOL MIN. PITCH kd INVERT I�. (05.51 T .--MIN. PITCH 4".1 EL. 65.114 m DP INVERT7. FEiR FARAOfi�AFH -10�-A-4 OF THE SUFFOLK COUNTY HEALTH L INVERT INVERT EL. EL. 66.a4 EL. 63.44 T. 0 ryDEFARTMENT STANDARDS, REMOVE AND REPLACE UNSUITABLE EL. 62.54 . SOILS W 1 TH SAND AND GRAVEL "70R A DIAMETER OF SIX FEET to LOREATER THAN THE LEACHING FOOL (5' GOLLAR) T.U. FROFOSD I/A TREATMENT UNIT ° w EXTEND NO NO DOWN INTO A MINI MUM OF A 6 6STRATA OFD . B1■ ACCEFTABLE SAND AND ORAVEL S T PROPOSED SEPTIC TANK o a. FVC FIFE TO BE INSTALLED IN ACCORDANCE WITH o AFFENDIX E OF THE SUFFOLK GOUNTY SANITARY CODE z 'r-I. FVG PIPE TO CONFORM TO ASTM D-5054. FIFE TO HAVE EX. PROFOS D �0% EX�ANTION TANK 8.0 ii.q 2.0 �.o a.2� i6.i8 M SDR CLASSIFICATION OF 55 0 m N Q NOTE: GLEAN OUT MUST BE INSTALLED ON TREATMENT p UNIT INLET LINE AT FACE OF BUILDINO. DW-1 PROPOSED DRYWELL IF INSTALLED AT EXTERIOR IT MUST BE TO ORADE. - - - HIGHESTEXPEGTEDGRouNDWATER - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - _ # Q' IY SANITARY PROFILE SCALE: 1/4" = P-O" CODE WORK NOTES: FOR SANITARYT �- FROFOSED OWTS, FUJI-GLEAN NITROOEN REMOVAL BY HEALTHDEPARTMENT I❑ WASTEWATER TREATMENT SYSTEM TEST BORI NO DATA - MODEL #CENIO FUMCLEAN I/A OWTS 2 Y H EL. 66.13 GRADE ELECTRICAL FEEDER AND AIR SUFFLOSE I.o DARK BROWN LOAM (OL) Design Professional's Certification Required. O}- 2" Sr-.,H. 40 FVG VENT FIFE FROM THE OWTS TO A MINIMUM BROWN SLIT (ML) Submit P.E. Or R.A. Certification F r 0UF _ _ , � � � �� OF t OF IO FEET AWA`I' AND MIN 12 . ABOVE GRADE 3.0 o V LH Ua Q TO BE FROTEGTED FROM HAZARDS BROWN SILTY SAND (5M) The Installation endConstruction Of the Sewage Disposal systemA VAO i 0 >;5- 5LOFE PIPE BAG�� TO OWTS. VENT SHOULD BE 5 FEET FROM � O WINDOWS AND INCLUDE A GARON FILTER 1.0 Use Form V1/1�i/I'ifl-073SllqG[-EFAMILYOPLI � nT ® CONTROL PANEL AND REMOTE AIR GOMFRESSOR BROWN FINE TO COARSE LOCATION FOR OWTS, AFFROXIMATE, VERIFY WITH O OWNER PRIOR TO INSTALLATION SAND (5W) t: t� V � ® 3 SEWER GLEANOUT ON INLET SIDE M Y M E OF TREATMENT SSTE _ - WATER I N BROWN FINE TO DAT E 9/30/2023 R-23 1153 IF A COVER WEIC5HS LESS THAN 60 LBS A SECONDARY COARSE SAND (SW) , o SAFETY LID OR DEVICE SHALL BE FROVIDED. CONSULT n.o EAPPROVED MANUFAGTURER FOR SFECIFIGATIONS. WATER ENCOUNTERED 15.1 ' BELOW SURFACE: 11 FOR MAXIMUM U' F 7 V) t- ° BY: MGDONALD C EOSG 1 BNGB 4� 0 0 � o z DATE: 05-24-2023 L l � 0 0 CHAMBER Volume (gal) Sedimentation Chamber 558 �2 Anaerobic Filtration Chamber 556 I� yA A`6'H i f E"Et S SCUM BAFFLE 03 Aerobic Contact Filtration Chamber 248 I IY_ TODD O'CONNELL Clarification Chamber 125 [YI ® CONTROL PANEL IN 'WR C H ITECT P.C. 3'-s" 3'-3" z-s" © Disinfection Chamber 11 0l® NEMA �X ENCLOSURE Total Volume 1,498 HOUSE (3 OWTS CONTROL PANEL TODD O'CONNELL, AIA PROVIDE TWO POWER Q I® GROUND 1200 Veterans Memorial Highway 20A, I-POLE PANEL I I SPECIFICATIONS I LUG Hauppauge,NY 11788 O3 ECIRCULATION Anaerobic Media PP/PE G RGU T BREAKER I N 4 2 3 `7 6 G AIR LIFT PUMP IN HOUSE POWER I P(631)650-6666 Board Type Aerobic Media PVC/PP/PE PANEL I NO FIELD ISINFECTION Aerobic Media PP/PE I C(516) 658-0325 CYLINDER(OPTIONAL) 2#12,#12 O N G O NNE G T O N ® Blower 5.3 cfm I SCHEDULE P O 1#12 1#12, 4"INLET PIPE 4"OUTLET PIPE Tank FRP #12G �A Piping PVC/PP/ PE 20A I PVC, CONDUIT r ft .;rr, rri,,ts:r,•_ ,�.cri,; 5'9" O Access Covers Plastic/Cast Iron w Disinfectant (Optional) Chlorine Tablets 20A 2#0 1#12, 2#12, ��RE� ARC =Qo0 © FFLUENT I #12O #120 w�U= AIR LIFT PUMP I A C) z^vb I '{ o—ao3 V INLET BAFFLE O I J J-N Z O U-w Q Q Q=J Z O � DUPLEX INSTALLED IN I .. A1R 027935 �� ~aZOW WEATHERPROOF 1 NF COMP. �TF '�� ZO ENGL®SURE I OF NE`N o zQo2 ZUU>Uw 3 w WE o 4 LOW BAFFLE 3/4"AIR INTAKE RECIRCULATION PIPE (CLEANING OPENING) B FLOW OPENING(TYP.) FINISHED ORADE to r AIR COMPRE550R TO ISE ry0 PROTECT ALL ABOVE GRADE, AND LOCATED IN SECONDARY z # ENCLOSURE. BELOW ORADE, WIRINO WITH PVC v 24"ACCESS COVER CONDUIT SCH. 80 MIN. J 20"ACCESS COVER— 20"ACCESS COVER 24"ACCESS COVER Z ISINFECTIOPJ (TYP) (TYP) (TYP) CYLINDER(OPTIONAL) FLOW OPENING ONS I TE WASTEWATER M O Z TREATMENT SYSTEM PUMP _ w w O 1 s ALARM EFFLUE T — FLOAT BOARD TYPE Q d CONTACT MEDIA FLOAT PUMP SW I TGH m O z 1*N w u _F Nw� SWITCH A o ��000 wL 2" = _ I rA xwu Fw°�=wziil ro �� I�-z QQOwvn_ LQ zwWuiz�FLL U iuz,�z I m� RECIRCULATION ~W O R O W p 0 W © AIR IIFTPUMP �zzwys� V 6'-5" �yy pOwz lu �Qt�n�ooml-N O F— ® VISUAL °a�-WF°Qo 5'2" 4'-111. 4'111 ` E3EAGON � YSTEM zu;NaWWoa*°m QVNQN �O JQ'} O O AEROBIC MEDIA ' u o o>>0 w O3 AL CONTROLLER ARM OWER AIR �N'�'Qa � o� K AERATION ASSEMBLY I-ui_w w R Q Q wtY�dwi�� 2 l� (] 0.0>w�0 u N_� OMPRESSED q)IL W;�o I'm, z 120 VOLT AIR LINE TO z 10 0°Q°Q Fo° lA (HARD-WIRED O WT5 3 u V u°g*n CONNECTION «Ill �ciwQzQw=� �Qi�d�w�QWa' r NSULATED ioo�o0 La SECTION A-A VIEW SECTION B-B VIEW SLOWER ENCLOSURE ORADE Dj C,,ONTROL FANEL AND BLO Elz;� DETAIL m N F�- z w O 'J � O z m � 1Lj (V � Ty Ca O � a V LU LH UIA LLI � LH LSO OL O O � � O 5WH5 APPROVAL STAMP z _z 3 0 SEE vm- m � w ATTACH[AEP__1r_ (%Zt3% ) (m1V (r'V � � 0 < z tu Il J V � N WATER MAIN ENO A—I'— WELL W ATER RESIDENCES- NUE el, ECG CF el R,40 GAS MAIN MARK OUT�— 38c�•g0 •O TREE ROW TR _� 135.79 O(" ----- —EE ROW_ STAKE SET_ _ yLO� S� ---N85°29'25" 32'55"E @0 3.90 N71° "` w MONFND E S' ID V O � m r 0) O m rWfl N srAKE sET �T LEGEND ®CATCH BASIN FO.a UNLITYPOLE ® WATER METER A WATER VALVE Z A GAS VALVE l ETTREE 60.(f1+ —STING I—ATON IEac�) PROPOSE°ELEVATION BOTTOM OF CURBELLVATON TL6 M TOP OF CURB EUE UON ]1.0 • I e'W DE CONCRETE FOUNDATION X TOP MD:68A] 12 34.5' 66.4' h I6A a25 FDaril FARESS FARESS xBL wut g 10°WIDE 6 CONCRETE FOUNDATION TOP MD:.231 U J PAE4 Z W➢l 6.0 r 21.0 Sass o,avn Q rE m SD 0 0 z 0 J O O - j 4Z w Z IL If) f W STAKESET 0 Z Q Z w U 0 a U' O Z Z 0 z 3 6 0 0 0 LL m w z Z O 3 _ FOUNDATION AS-BUILT DESCRIBED PROPERTY SITUATE SOUTHOLD - TOWN OF SOUTHOLD SUFFOLK COUNTY,N.Y. BTAKE SE TAX MAP NO.:1000-051.00-03.00-O 12.003 - LOT AREA:80,03820S. 38,20 S.F.(1.837 ACRES) DATE SURVEYED:MAY 16,2023 SET STAKES:FEBRUARY 28,2024 SET FOUND.STAKES:MAR.25.2024 FOUNDATION AS-BUILT:NOV.15,2024 0 -ELEVATIONS REFER TO NAVD88 Netv 0 p3H r0 i y CERTIFIED ONLY TO: HEAD OF THE HARBOR LI LLC BAYPORT FUNDING LLC,ISAOA/ATIMA I TRINITY ABSTRACT LLC(TA 11122401 OR) C. a. OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY / m 0509� 0 30 60 � I.AM Feet O 0) ? SCALE: 1 INCH- 30 FEET r 10 m STAKE SET ,Vv.r.uc..nfia e.Avfa,r.. STAKESET b � 143.32 ® U as _ S79°25'15"W fie t, �0 z Sl1RVEYING�PLC CONCREELURB Lka1 ° LOC7 APPRO% WATERMAIN — LANDSURUEY[NG&PLAINIrIa� a 153WADINGRIVERIMANORs D�,�MANORVILLE11�949� d WILDBERRY CONCREECURB ONE,63'1`846 99�33 L� tl � -, V.-EMAIL:INFO CLAND ING COM tiaT LANE E` 1 NOV 2 6 2024 .z �•$CtliL3:GIhJf �..s^�I1.��A UY Gk�¢"'6 T 1�ra�Ya _3� old �y,EPTER MAIN END •—w— WELLWATER RESIDENCEg. °r p,VENUE yEp E Ep t G V_ ♦ �v . D`VIRESAD�I� SOUN" DVIE \YI FYI bt� Ile b` 7t + C EOFPAVWENT c.Y�n��snY �5Y BDOt _— M- — —Id _______ 385.90 00 _—TREE ROW J 135.79 STAKE SET TREEROw__ I pY- ,�!9'• S� ---N85°29'25" N V°32'S5"E ep� 3.90 W MON.FND�� a a I N r I • I In I RAmwL I vT¢*A1Ox I I LEGEND I ®CATCHBASIN I cQs UEILftt PoLE I I 0 WATER METER I pd WATER VALVE 'Z pd GAS VALVE m I � STREEETREE VANDOWWELL b ID. O TON r.I .� TOP OF CURB ELEVATION J t 6�4'BP. E%ISTING ELEVATION � 6RHELL �—___by __—____—_ ' 1qt sIBRf ka lim ae311 mlM y GWALE 0 LINT r1IK SIR Bmw FR•6151 ROGE=82.02 EBR6P. It,f BL by1 1 6 r� J 66.1' 1L5 LK DWF ROW w smRRr BEIX l a B'ea{bP. ORfIBI taa ra 2 Story Stucco _ Residence am I #19620PT— A A' A]C R3L=6).TB B B S13t[yu F=E- m v( AG S• FgI L J 7 �I J i Ori01LL 4I s z �4 \ A]B' RD(O,flt Q S+'i'YEDIL fEll r B I IST sm � I to A IB' J tE bytl RAi. 4 S L 0 B m¢6 sir otnc ao SW 34.5' a It (]1 54.TBP. -PAR1 BIiIEA _ 6ED( F IGtlYt10 1a0I5 MIJEME R 0 I O Z D 65.3' 3 7 O I U J BIB�yTpryt � J J °BR`Oy BI OAUAD Taal V/,i10 I I I m o II �Il E3 W LL } 0Q II a 0 W toII U o I z D 51 D z � I g I D � ; I SURVEY OF PROPERTY N I� DESCRIBED PROPERTY I SITUATE z � SOUTHOLD TOWN OF SOUTHOLD g � SUFFOLK COUNTY,N.Y. I w TAX MAP NO.:1000-061.00-03.00-012.003 LOT AREA:80,038.20 S.F.(1.837 ACRES) I m DATE SURVEYED:MAY 16.2023 SET STAKES:FEBRUARY 28.2024 SET FOUND.STAKES:MAR.25,2024 FOUNDATION AS-BUILT:NOV.15.2024 FINAL SURVEY:AUGUST 4.2025 I UPDATED SURVEY:AUG.28.2025 NOTES: I '� -ELEVATIONS REFER TO NAVD88 -BUILDING OFFSETS TO FOUNDATION 3A -UTILT'LOCATIONS AS PER BUILDER I i .ceof Nets I I y,�PH C� i 3Qg� 0 30 60 Feet O ^c SCALE: 11NCH- 30FEET CQ In II n aw.ws,wvsxm:w�u.mwsn.v¢v.-Aacncw^mzua•�m�rrgicons�csmmnc 1w.ravcwcrn O I I . rw..,,wacv.rcn.c..m,tcwcu+..c.-n.ccv-un.,ww._n,c<+.=v�:ux..ncn.ci srn_.cv,nmc°a. Z I �" - I mrvskrosu°.rucarccunrcm.nx. B' DEER FENCE TAKESET STAKE. . urlLR 14332 S79°25'15"W �covERv s - LAiv>� SURVEl'IIVGry L � ,y¢p`y' �p s `�. CONCRETE LURE s u`.'a��i�r./. p� �y�- Ear w�' ,21` " Zk 1"SL��ND S�U'RVEYING 8c P JININIIV APPROX.LOC WATER MAIN � 53 WADIN RI E ANOR RD.,<VTP:NORVILLE•1 119 9 Q WILDBERRY CONCRETECURB P( oNE Q!rx 6 9973 n $MAIL:INFO t ANDS EYINGICOM� �t LANE W ATEA RESIpENGES-WEl'1- � p,VENLIE �' �� gOUNUVIE`1`� s•,. o.� ..,r�..�`-- 3.9 �-----`— - 385.90 R>4.00 mouuE ~_______ —— 13539 .ix srr < _ �___ yNP ax s` sa ___N85905"� I g2.55•'E O� 3. N 1` W va i V I m I p m I Q D I I IQ 4 I LEGEND I �u e I '➢,umnr I I O w.rew u I & vu 2 I � m I I 50.1' l"1 a 4 xs o�® I 2 Story '°am Stu ao Resid— �r J19620 ��e C �r � IL i O 653' P o x 0 } 9 0 j I j 3 I I SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES a j APPROVAL OF CONSTRUCTED WORKS FOR SURVEY OF PROPERTY j ASINGLE FAMILY RESIDENCE DESCRIBED PROPERTY 19ISI2025 R-23-'1153 SITUATE zj ! Date H.S.Ref.No. "a SOUTHOLD 5 RtI g TOWN OF SOUTHOLD I�� The sewage disposal and water supply facilities at this location have been f SUFFOLK COUNTY,N.V. °I inspected and/or certified by this Department or other agencies and found TAX MAP NO.:1000-051.00-03.00-012.003 to be satisfactory FORA MAXIMUM OF_ 7 BEDROOMS. LOT AREA:80,036.20 S.F.(1.837 ACRES) 1PZ3 DATE SURVEYED:MAY 16.2023 j lI Wastewater AI,PE.,CHIEF SET STAKES:FEEIRUARY 28.2024 SET FOUND.STAKES:MAR.25 2024 I ` Office of Wasteafer Management . FOUNDATION AS-BUILT:NOV.15.2024 I 3 FINAL SURVEY:AUGUST 4.2025 UPDATOJSURVEY:AUG.28.2025 I "1-ELEvnnorvs REFERT.—ES I m -B—NG0I—ETSTOFOUNO ON UDLRY LOCATONSAS PER BUILDER I � W OF Ne o� A 0 W Fx1 Al' SCALE 11-3- ^ L ....��.,, u: ',,,. •—� — sruxs 143.32 Ra S79-25.15"W e¢I �eO�nes f �'A?JC�LANDOSOR ING,;PLC s i —y T`'ry, -�-•4 I . �-•. p 153 WADING RIVER MANORRD,MANORVILLEf� 9^ © WILDBERRY 631-846-9_97'3,mJ --. L 4n Ate.INFO C IYDSURING COM LANE NE ? J. . �yjpTERMAINENO WELLWATER RESIDENCES- AVE`_U� ,¢d'. OF PAVEMENT bah' so�N pV1Ew �>4 EDGE OF PAVEMEM ^4 'Af us—��`�` GAG MNo��Kw��c _ RC40 IaDcx wy_ems— Ee Ioo,Rea 385.90 .00 Row „_— _ 5.79 C TREE __-� _ ____ f 13 STAKE SET J -_ _REE N85°29'25"E N 1°32'55„E W 3.9p W ON.FND. N r� I 0 I ° r I f \ N Q rr11 VBaTAipN•.• N I� tYj I LEGEND OU CATCH BASIN I � R1r unun POLE O WATER METER pd WATER VALVE Z I pG GAS VALVE Q BTRE I W.W. WIND0-1OW WELL 6 r rr jY /-\ C 9C60IX'i BOTTOM OFCURO ELEVATION It r ID.W.i (� iCIiD.DO TOPOFCURBELEVATION , '",�-'",�.�•�' -oo EXISTING ELEVATION --------- of h'I' 3o.r r% otii I siaR C oA c. GWYEL DR DD X GrAALE DMI W1M SIFFFL BORDBt .F 551 Rlrr•F-E�Ei.03 9'Dr/'DP. 215 f DN4'P. r . r I D.W. 17.0 345- 6,A• yrh H 66.4' y5 i-• eNE DF RDDF DIBI 1 D.W� 2m SfCRf DB]( e'A{bP. ORYABL mt or 2 Story �CBERA30R B°n01"oE« Stucco e i Residence NNE I #19620 -Poor E I A 4{' A 33' A 28' nYICENIp R.�57..70 I r e/B 8 36 a 30 1/A SWIIAif R UA M 22 31M15 Y x t{s BN, FOL Q rh 5'YRR Y B 2D I e sm 0] A{8• -/ GAiE .�11 PMT. O B b RODf VlFA ' QD No5iM DECK 2N0 SiePf s 34.5' 0 I'm mom L Mtlt (J)8'8d'. PL i FIE/f]eN0 PODIS BIU6fwlE .. 0 � i 3 Z 5�T O D 65.3' 3 ' Dy B'Dxl P. 20A10 aWESIDNE I' J J DRYAflL w fAgIND PD01. PAm A I N O o jZ w E4fi9. 41 3 1 Z � g D Ii g 0 i z zLL af w i >0 w .i Z Z O z 0 j SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES o I APPROVAL OF CONSTRUCTED WORKS FOR SURVEY OF PROPERTY N ASINGLE FAMILY RESIDENCE DESCRIBED PROPERTY i I 9/5/2025 No. R-23-1153 SITUATE o Date H.S. Ref. SOUTHOLD tsi�' 3, TOWN OF SOUTHOLD (° The sewage disposal and water supply facilities at this location have been SUFFOLK COUNTY,N.Y. t I LL inspected andfor certified by this Department or other agencies and found to be satisfactory FORA MAXIMUM OF T BEDROOMS. TAX MAP NO.:1000-05 1.00-03.00-012.003 I w LOT AREA:80,038.20 S.F.(1.837 AC RES) I ! I o /J.kA Y DATE SURVEYED:MAY 16,2023 i I JO• THAN PAI,P.E.,ChIIEF SET STAKES:FEBRUARV 28,2024 Office of Wastewater Management SET FOUND.STAKES:MAR.25,2024 i — FOUNDATION AS-BUILT:NOV.15,2024 FINAL SURVEY:AUGUST 4,2025 UPDATED SURVEY:AUG.28.2025 I NOTES: -ELEVATIONS REFER TO NAVD88 hI -BUILDING OFFSETS TO FOUNDATIONS I -UTILITY LOCATIONS AS PER BUILDER iIol I ��pF NEkr r � I I 3 0o Q - 7` u 44 I �1 i , �509� 0 30 60 Feel /J W �Y SCALE: 11NCHo 30 FEET sn�.u.�o�.©.�cr.�.mw.c.ea.z°•c...rec�-�wi,e-m.awocwcecreus�r n."+.cw�sow.i.Lxonr O �"{I N ' - Z u i II e e.ccnwos e...w.,.,u,cc+c P..ov vu .e s .n, wu.nc..r.°..wa,HCPrPF JJJJ - E �P B' DEER FENCE I I QY�•T SET �rrsuw�Psa.� A.-°,�na. STAKESEY A i TAK 143.32 S79°25'15"W rwY ro Ev Rs cONCRETECURB LAND qURVEYIN "IR _C ,5 1 Try W APPROX.LOC.WATER MAIN NANETSURVEY fqt&Q ANNfN ' 1T53 DING RIVER`MANOR RD.,MANORVILLE§1I,11949 N .i .1p, .r, . W I LD B ER RY �DNCRE E CURB r A �N3.��46y�9 y«.+o� WAIL:INFO@�GLANDSORYVEYING:COM 2�� LANE Generated by REScheck-Web Software Compliance Certificate Project Soundview Ave Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 7,133 ft2 Glazing Area 37% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Soundview Ave Michael Orlando Southold, NY 11971 Universal Realty 516-238-3946 universalrealtyli.com 'Compliance: Passes using UA trade-off Compliance: 7.1%Better Than Code Maximum UA: 707 Your UA: 657 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling-Hot Roof: Cathedral Ceiling 2,284 30.0 0.0 0.034 0.026 78 59 Wall: Wood Frame, 16" o.c. 3,254 21.0 3.0 0.048 0.060 101 126 Door: Glass Door(over 50%glazing) 679 0.300 0.320 204 217 SHGC: 0.30 Window:Vinyl Frame 480 0.300 0.320 144 154 SHGC: 0.30 Basement Wall: Solid Concrete or Masonry Wall height: 10.0' - 2,310 15.0 0.0 0.052 0.059 117 133 Depth below grade: 9.0' Insulation depth: 10.0' Door: Solid Door(under 50% glazing) 21 0.140 0.320 3 7 Window:Vinyl Frame 34 0.300 0.320 10 11 SHGC: 0.30 Project Title: Soundview Ave Report date: 10/19/23 Data filename: Page 1 of10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section = puns Nei..fidd ;F�e1d,Ver�f�ed Pre Inspect�onlPlan Review Complies? ;Comments/Assumptions & Req ID Value Value 103.1, ;Construction drawings and ;❑Complies 'Requirement will be met. 103.2 documentation demonstrate ❑Does Not [PR1]1 ;energy code compliance for the Not Observable 114 !building envelope.Thermal �❑ !envelope represented on ❑Not Applicable ;construction documents. S 103.1, i Construction drawings and , ❑Complies ;Requirement will be met. 103.2, 'documentation demonstrate - 3❑Does Not 403.7 !energy code compliance for }'. - , [PR3]1 ;lighting and mechanical systems E_ I❑Not Observable !Systems serving multiple { ❑Not Applicable !dwelling units must demonstrate ;compliance with the IECC r ; !Commercial Provisions. 2 ;Heating and cooling equipment is; Heating: Heating: i❑Complies ;Requirement will be met. 403,.7. ,-;-;!sized per ACCA Manual S based ! Btu/hr ! Btu/hr ❑Does Not [RR2]? ; ,jon loads calculated per ACCA ; Cooling: ! Cooling: Manual or other methods ! !❑Not Observable 11 an Btu/hr Btu/hr :❑Not Applicable ~;approved by the code official. ! ! ! pP ! 1 I S Additional Comments/Assumptions: 1 I High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Soundview Ave Report date: 10/19/23 Data filename: Page 3 of10 Section; r : plans Verlifiled °Field Ver�f�ed Framing/Rough In-,Inspection = Complies Comments/Assumptions &Req 1D, `Value" Value 402.1.1, :Door U-factor. U- U- ;❑Complies (See the Envelope Assemblies 402.3.4 I ;❑Does Not table for values. [FR111 ( ' ` ❑Not Observable ; I :❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted `, U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, ;average). i !❑Does Not ftable for values, 402.3.3, ! i ;❑Not Observable ! 402.5 [FR2]1 I ;❑Not Applicable v + 303.1.3 U-factors of fenestration products E ❑Complies ;Requirement will be met. [FR4]1 !are determined in accordance i ;❑Does Not !with the NFRC test procedure or i ; ❑Not Observable ; taken from the default table. ❑Not Applicable ; 402.4.1.1 ;Air barrier and thermal barrier € ❑Complies ;Requirement will be met. [FR23]1 installed per manufacturer's ; ❑Does Not !instructions. i flj 3❑Not Observable , c ❑Not Applicable ; 402.4.3 ;Fenestration that is not site built I ";❑Complies ;Requirement will be met. [FR20]1 !is listed and labeled as meeting {El Does Not :AAMA/WDMA/CSA 101/i.S.2/A440 j ;;or has infiltration rates per NFRC I -;❑Not Observable ;� + 1400 that do not exceed code k ;❑Not Applicable ; ;limits. 402 45 `` IC-rated recessed lighting fixtures;. ❑Complies ;Requirement will be met. [FR16]? ;sealed at housing/interior finish i ; ;❑Does Not land labeled to indicate s2.0 cfm 4 ❑Not Observable F l leakage at 75 Pa. S❑Not Applicable 403.3.1 ;Supply and return ducts in attics f ❑Complies ;Exception: Ducts located [FR12]1 ;insulated >= R-8 where duct is ! {', -:!❑Does Not :completely inside the >=3 inches in diameter and >= 1 !building envelope. I R-6 where < 3 inches. Supply and ❑Not Observable )return ducts in other portions of s : °# , ❑Not Applicable ; !the building insulated >= R-6 for ;diameter>= 3 inches and R-4.2 € :for< 3 inches in diameter. 403.3.2 j Ducts, air handlers and filter �,❑Complies l Requirement will be met. [FR13]1 !boxes are sealed with i )[]Does Not ! !joints/seams compliant with ;International Mechanical Code or I ;❑Not Observable ; I International Residential Code, as( ]❑Not Applicable ! applicable. + : 403.15: ;Building cavities are not used as ❑Complies I Requirement will be met. [FR15]3 I ducts or plenums. }❑Does Not ❑Not Observable ; _ ❑Not Applicable 403 4 ;;:`,;HVAC piping conveying fluids I R R- ;❑Complies I Requirement will be met. [FR17j2 above 105 °F or chilled fluids 1 ❑Does Not below 55 °F are insulated to ?R- ! ' ;. 3 ! ! :[:]Not Observable ; I : ;❑Not Applicable 403.4.1 (Protection of insulation on HVAC j,• = ]❑Complies ;Requirement will be met. [FR24]1 piping. ❑Does Not t ( ;❑Not Observable I ' : ❑Not Applicable 403 5 3 ,,Hot water pipes are insulated to ! R- I R- I❑Complies ;Requirement will be met. 22:11-3. UDoes Not ❑Not Observable ❑Not Applicable ! 1 I High Impact(Tier 1) 1�`gj Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Soundview Ave Report date: 10/19/23 Data filename: Page 5 of10 Section Plans Verified Feld Ver�f�ed # Insulation lnspection f -.Value Value Compl►es� Comments/Assumptions &'Req ID 303 , ,All installed insulation is labeled 1 f ❑Complies ;Requirement will be met. [IN13]? ;or the installed R-values i ❑Does Not ;provided. 1 ❑Not Observable ! ❑Not Applicable 402.1.1, Mall insulation R-value. If this is a; R- R- ,❑Complies ;See the Envelope Assemblies 402.2.5, !mass wall with at least 1/z of the ❑ Wood ;❑ Wood ;❑Does Not !table for values. 402.2.6 ;wall insulation on the wall !❑ Mass !❑ Mass :❑Not Observable [IN3]1 !exterior, the exterior insulation { ! ❑ Steel!requirement applies (FR10). ; !❑ Steel !❑Not Applicable ; 1 I 1 f ! ! 303.2 ;Wall insulation is installed per . _'' S❑Complies ;Requirement will be met. S [IN4]1 manufacturer's instructions, i {❑Does Not ❑Not Observable I ;❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Soundview Ave Report date: 10/19/23 Data filename: Page 7 of10 Sect�oru " plans Verified Fteid Ver�f�ed' ComP lies Comments/Assum t16hs #` Final inspection p�OVlslOns Value _ p 403 6 1 All mechanical ventilation system{ �❑Complies Requirement will be met. [FI25]z. _ifans not part of tested and listed '❑Does Not ; HVAC equipment meet efficacy I = ❑Not Observable and air flow limits per Table ;': ❑Not Applicable R403.6.1. t Hot water boilers supplying heat i - ❑Complies ;Requirement will be met. [FI261?1 ^Ithrough one- or two-pipe heating ❑Does Not 'systems have outdoor setback ;❑Not Observable ; control to lower boiler water ?temperature based on outdoor ❑Not Applicable ; , temperature. 403 Heated water circulation systems ; ❑Complies Requirement will be met. [FI28]z( 'have a circulation pump.The ❑Does Not ?system return pipe is a dedicated 6 �❑Not Observable ; .,return pipe or a cold water supply► 5 E ❑Not Applicable pipe. Gravity and thermos- _,? ; ;syphon circulation systems are ;;not present. Controls for acirculating hot water system ; pumps start the pump with signal s for hot water demand within the 'occupancy. Controls ;}automatically turn off the pump when water is in circulation loop , .!is at set-point temperature and ..!no demand for hot water exists. 403 5:1 2 'Electric heat trace systems ❑Complies ;Requirement will be met. [FI29]z (comply with IEEE 515.1 or UL i J❑Does Not ; 1515. Controls automatically ❑Not Observable adjust the energy input to the 'heat tracing to maintain the ; ,;_j❑Not Applicable i desired water temperature in the .i ;piping. a ' 403 2 :Demand recirculation water , ;': ; ❑Complies ;Requirement will be met. 5 [FI30]z, (systems have controls that ❑Does Not ;manage operation of the pump 1 ,and limit the temperature of the ❑Not Observable ,water entering the cold water { ❑Not Applicable ; l '.jpiping to <= 1049F. 403 5 4 Drain water heat recovery units ;❑Complies ;Requirement will be met. tested in accordance with CSA 11 (❑Does Not B55.1. Potable water-side i ,:;pressure loss of drain water heat ❑Not Observable ; ••� ; recovery units< 3 psi for _,❑Not Applicable individual units connected to one ortwhowers. Potablewter- 7side i pressure loss of drain water ; heat recovery units < 2 psi for ' individual units connected to ,three or more showers. i T' 404.1 ;90%0 or more of permanent !I ❑Corriplies ;Requirement will be met. [FI6]1 !fixtures have high efficacy lamps I ❑Does Not °;❑Not Observable , > }❑Not Applicable 4041:.1 ,' ;Fuel gas lighting systems have ❑Complies ;Requirement will be met. [FI23]3 no continuous pilot light. I' a❑Does Not ' , -'.[]Not Observable ❑Not Applicable ; 401 3,' , Compliance certificate posted. ;❑Complies ;Requirement will be met. [FI7]2 S ❑Does Not �❑Not Observable ; ❑Not Applicable 1 High Impact(Tier 1) 2, Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Soundview Ave Report date: 10/19/23 Data filename: Page 9 of10 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 24.00 Below-Grade Wall 15.00 Floor 0.00 Ceiling/ Roof 30.00 Ductwork (unconditioned spaces): Door Rating U-Factor SHGC Window 0.30 0.30 Door 0.30 0.30 Cooling Heating System: Cooling System: Water Heater• Name• Date• Comments Town Hall Annex } Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P. O. Box 1179 , Southold, NY 11971-0959x BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE.CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: 1014 /73 Owner: lA�An OF Tlte- am" LI-C Location of Property: SUL)OCA vleL_) (cA.; 0�4-)J0&P, /vim/ W711 Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) X Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) X Floor and roof framing (FR) Signature: Name (person submitting this form): t (, h 4_, G(' C/)( ) Capac'ty(check applicable line): Owner Owner representative TrussRegMdocx Effective 1/1/2015 i �L►>� T►� AND DEsiON cRiTERiA ORYWELL C.ALC.ULATIONS / �LL�1�E j T SUBJCGT TO DAMAGE Z WIND DE=51GN FROM ON I �� 11� Or"�ATI ON �L GROUND SPEED a TOPOG SPECIAL WIND 5E15MIG ' r7)N-1 ROOF' AREA 1 : RUNOFF FACTOR= 1 .0 SNOW (MPH) TOP O WIND BORN DESIGN RY WEATHERING FRo5T LINE TERMITE WINTER ICE FLOG AIF, MEAN TOJ��N O = SOUTHOLD AD EFFECTS REGION DEBRIS GATEGO a DEPTH DESIGN BARRIER HAZ4.D5 FR EZING ANNUAL o H 1 C fi LO ZONE m P TEMP e REQUIRED h INCEX i TEMP 12g4 SQ.FT. X 5" ^i ODD O'CONNELL t ARCH 1 T E C T P.C. FEMP = 524 GU FT SECTION: 51 BLDGK: 3 LOT(5): 12.3 i -` BOF 3 FT MOD TO YE5 FEMA OR 55 4 12 _ _ MAP_, L!55 USE 8'� X 8' DEEP DRAIN RING = 41O.�J GU.FT. ZOO: �G TODD O'CONNELL, AIA . 30 130vu1t NO NO IFROM B 5EV1=1�E BFO HEAVY 15 - REQUIRED PROPOSED 1200 Veterans Memorial Highway PANG!a LO AREA suite 120 COAST SD,000 5F. 50,05 22 5F, Hauppauge,NY 11788 MENU L .J D��I��N G IT RIA� DW-2 ROOF AREA 2: RUNOFF F=AGTOR= 1 .0 LO 4 WIDTH WINTER SUMMER ALTITUDE CORRECTION INDOOR DESIGN DESIGN TEMPERAfiUeE ,1 FFER NGE TEMPERATURE 175 FT. 13q.Faq FT. P(631)650-6666 ELEVATION LATITUDE TEMPERATURE COOLING I I I8 SOET. X 3" LO : DEPTH HEATING COOLING FACTOR 280 GU FT 25o FT. _ Igq.6,q FT F(631) 650-6667 �R NT YARD 60 FT. C(516)658-0325 --- 12 REAR YARD 130.C� FT. - USE 8'O x 7' DEEP DRAIN RING = 2c1 5.1 GU.FT. -75 FT. 522.61 FT. GOOLINO VELOCITY VELOCITY WET B NIND LBNT DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY 5I� YARD (MIN) 20 FT. 30.C� FT. TEMPERATURE 15I YARD (AGG) BCI-9 FT. DW-3 ROOF AREA 3: RUNOFF F=AGTOR- I.O DIFFERENCE HEATING COOLING BU I�: 45 FT. DING HE I HT 35 FT. 34.6`1 FT. "= �20 SQ.F=T. x 3 LO COVERAGE a ----- = 250 GU FT 20 5.4`1 10-6 5T OF MY KNOWLEDGE, BELIEF AND 12 - �R755 FLOOR AREA 7,101 SF. 4,826.5 5F. TO THE BE USE 8'(P x 6' DEEP DRAIN RING - 255.4 CU.FT. 'FYI AMID LAW PROFESSIONAL JUDGEMENT, THESE PLANS IGA7ION5 ARE IN GOIMPLIANGE 450 0� d a ; AND/OR SPECIE TH THE FOLLOWING: _ w` �A"4"ERAGE GRADE: 64.38 FT. wl DW 4 ROOF AREA 4: RUNOFF FACTOR-_ I .O 2020 RESIDENTIAL CODE OF NEW YcORK STATE I 613 SQ.FT. X 5" -- I ATION NOVEMBER 2011 PUBL G = I-74 GU FT NTIAL CODE OF NEW YIORK STATE 12 - I 2020 RESIDE USE VO x 5' DEEP DRAIN RING - 211.2 CU.FT. GAL(�o71i GHAPTER5 12-25 FOR MEGHANIGAL SYSTEMS Fr 2020 RESIDENTIAL GODS OF NEW '(ORK STATE ► - GHAPTERS 24 FOR FUEL 4 GAS SYSTEMS NOTES: r -- --_ AOEF � 2020 RESIDENTIAL CODE OF NEW 1'ORK STATE 1. BOTTOM OF DR`I'WELL MUST BE A MINIMUM OF 2' I5' FLOOR CHAPTERS 25-55 FOR PLUMBING 5Y5TEM5 ABOVE AVERAOE GROUND WATER ELEVATION. 2N o12Nb FLooR .5 2020 RE SIDENTIAL GODS of NEw PORK STATE 2. BOTTOM OF DR`I'WELL TO HAVE MINIMUM 6' -42 FOR ELEGTRIGAL 5`t'5TEM5 _ z GHAPTER5 34 TOTAL 4 826.5 z � PENETRATION INTO RATEABLE MATERIAL. _ o 2020 ENERGY CONSERVATION GORE OF NEW YORK STATE 3. DR1'WELLS MUST HAVE A MINIMUM OF 3' OF AS ADOPTED WITH THE 201a IEGG _ Z THE PROJECT COMPLIANCE METHOD CHOSEN IS TOTAL PERMIABLE MATERIAL AROUND THE STRUCTURE. TED I v o GHEGK HAS BEEN SUBIL M IT �„_ w w N�� UA-ALTERNATIVE AND A RE5 OT �� WITH THESE DRAWIT`105. ALC o J p ULATION °yo C _, d o'3o DO NOT PROCEED WITH 50. FOOTAGE FRAMING UNTIL SURVEY. DI�ELL INo o h FOUNDATION LOCATION g T*v J v 6 0 N 6 v 2,521.00 W ava�,00l;o LL' v OP _- �� <M- 006F--o X- HAS BEE>'JAPPROVED:' D i ACHED GARAGE APP 01 EDAS �OTED 6g3a ol`y�1omZd�Q� w z-QwOgz F- H ONT COVERED PORCH Z o W o 135.0 QVN111��oJo> n-w Fz� o vi U flA B.P. O EN BREEZEWAY 7 0 > BY: NOTI BUILDING DEPARTMENT AT �r �S RAR BALCONY (UNCOVERED) `-° w p°� 631-765-1802 8AM TO 4PM FOR THE prcr�nnde Manua 2-r►.5 4-T N u) d S 1= o Q- 0� w-�'1rra�d FOLLOWING INSPECTIONS: per ,AR BALCONY (COVERED) w D,JandSa.sP 3s-r.o o_o>,��op �od� � 1. FOUNDA1fi0N-TWO REQUIRED ®de �'~I"~ v N Y FOR POURED CONCRETE NYS Energy C �E BALCONIES (COVERED) z W 300.Q 2. ROUGH•FRAMING 8 PLUMBING ---- -- - v W ° N z I INSULATION TOTAL 4 376.E °� ' >> L`' COVERAGE 4. Fi�'AL-CONSTRUCTION MUST - - -- - - II I Ill�)Q Ill Q/Q Z Q/ 3. b 5.47 �o� ��aQl' hone< ° Ll L--- BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OFTHE CODES OF NEW YORK STATE„ NOT RESPONSIBLE FOR Blower door m DESIGN OR CONSTRUCTION ERRORS and ductwork testing required. COMPLY WITH ALL CODES K1Lr:1E3ERR**--'r LANE hIEW YORK STATE &TOWN CODD ES AS REQUIRED AND CONDITIONS OF w .�.... NOTE : NO WELLS `SOC�Ff+ C lu�� i'NG BOARD All exterior lighting o Q FPOCD7 tuVTR,STEES installed, replaced or Iw NITHIN repaired shall conform 150 FT . 0� �O 1lJ 1X NO WATER ON LOT0 O Q ° Q C to Chapter 172 I tl l SCHD of the Town Code j Z VACANT LAND Wac °C o I I' LAND N/F TRI BERRY FIELDS LLG O v ' z H0:111L, � \I UE'CUPAI VCYror`l Nfl S I 0� 41 'E ----------------- --- -�- -\��----------------------------+� ------------� _ �o I m ry < Mid F 7 USE IS UNLAWFUL � � �, � ' I WITAOUT CERTIFICATE - jPROPOSED_GA5 SUPPLY---------------- -`Y' ; _-_=- ---------_-_-- ----_-_-- PROPOSED WATER SUPPLY o F OCCUPANCY �--� --- ------------ 11 O (� EL.63'S EL 63 5/ -, _- i------------��- 1K l ` I -- j tu IV �-� �� PROPOSED .63.5 O j 1 - - I Uw i ' DETAcHED GARAGE i' 1 288.61 P,r"7,IN STORTA VvfATER SUN-OFF �_ z (�/ I UPI - - \ 4'�� GAR EL.= 642 1 tI PURSUANT TO CHAPTER 236 l� - _ i '� I p r ' , .64 O ---�t:."b 2 STORY `,W \\ P/ EL.64.351 i OF THE TOWN CODE. � � ~ E- �� K:.ij j I>� rn,EL.65.16 RESIDEtVGE � q 1 U U la ,\ v i I 30 p oQet ele F.FL EL. 6153 I` 322.61' tu �A 0 I Q T .__-- C� z p pI ^ i��.,.UlVIL7'��1� - I U 1 S.oa „M,., 1 ,. 11 bS.O I�:' -- EL.62.64 QALL PLUP."r,I'G tad�STE. J W a �' j "T--- t 2 0 _-- ------�,� ; &WATER LINES NEED Q 11J K 1S) $ � j� ' I ,El,-6 .o -iil TESTING BEFORE C&' ,RN O 1L 4� �E ''DW. .r' R IZ ,`�; 11 `�W EL.65.141�l '8.0 .P�`so ' 61�11-t___- as \ i ; X.;PLUMBER CERTIFICATION � __ -- - \ - o8ON LEAD CONTf:NT BEFOP- - 0 TEST S I ` . ;ox�' 1 1U QCERTIFICATE OF OCCUPA \ L.P o -iSOLDER USED IN WATE��SUPPLY SYSTEM CANN e;--OYL-RHE D i EL.66s ROPOSED UNDEL. 6 � bb.b6 \ "'EXCEED 2110 OF 1% LEA, 1 �6°�BPT. DEER FENCE EL.64.80 3 " 'ELECTRICAIL N85 °2�12511 TIC��! REQ,,�11RE"� IMPROVED LOT �- � INSPECTION LAND N/F SUFFOL< GOUTY AND COUNTY OF SUFFOLK OLD NORTH ROAD BARN LLG FARM LAND ° TRUSS PLACARDING3 REQUIPEU PUBL I G WATER m w m 1= o PLOT PLAN v o Q z 50ALE: I" = 50'-O" w K I GENERAL NOTES i 4 I. CARBON MONOXIDE ALARMS AND CARBON 7. ALL WOOD POSTS SHALL BE BUILT MONOXIDE DETECTORS SHALL BE INSTALLED UP WITH (2) 2X4'S NAILED TOGETHER W N i / ARCHi-TECT5 64'_6„ IN BUILDINGS AS REQUIRED IN ACCORDANCE IOd NAILS (g 8" O.G. UNLESS OTHERWISE TODD O'CONNELL WITH SECTION �15.2 OF 2020 NYSFC NOTED _( A,R C H I T E C T P.C. I'-6" b'- 2" II'-8/2" I'-6' 4'-0" I'-C" I3'-6" - I'-6" (CARBON MONOXIDE DETECTION SYSTEMS) 14"0 50NO TUBE FILLED FOR RESIDENTIAL BUILDINGS . INTER-WIRED 8. ALL FRAMING SHALL COMPLY WITH TODD O'CONNELL, AIA SOLID W/5001 FIRE/SMOKE AND CARBON MONOXIDE THE NEW ''ORK STATE RESIDENTIAL CONCRETE MIN. 36° DETECTORS WITH BAT T ERY BACKUP AS PER CODE 1200 Veterans Memorial Highway BELOW GRADE (TYP) Suite 120 NFPA 72 AND 2020 NEW PORK STATE c1. ALL EXTERIOR PORCH/'DEGK/ Hauppauge,NY 11788 4'_6" RESIDENTIAL GODS SEC. R314 AND R515 STAIR FRAMING TO BE AGQ - - - - - - - -I— — — — — —- - - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — — - - m SHALL BE INSTALLED IN DWELLING UNITS P(631)650-6666 _ p p OUTSIDE OF EACH SEPARATE SLEEPING MBER-U'O•N• F(631) 650-6667 "�GWI4 2$XI I AREA IN THE VICINITY OF THE BEDROOMS. 10. ALL ELECTRIC, TO REMAIN AND C(516)658-03Z5 WHERE A FUEL-BURNING APPLIANCE IS MODIFIED TO AGGOMMODATE NEW y c_ LOCATED WITHIN A BEDROOM OR ITS GONSTRUCTION. FINAL ELEGTRIG TO I - 0 4_O 2j1 I�-O j.T lri1 3f ( 1�I.Cri'lil3 6" 2"X4" STUDS ® 16" O. X IL tL I I I ATTACHED BATHROOM, CARBON MONOXIDE BE DETERMINE IN THE FIELD R-15 INSULATION DROP f 1 I I 2"X4" Ai SILL � iv � � FOUNDATION I I m zJ� I I 4_6�� DETECTION SHALL BE INSTALLED WITHIN THE WINE 1 0 I I g �O�� — BEDROOM. 1 I. ALL ANCHORS, STRAPPING AND 4" GO GRETE SLAB GL. ROOM 0 N � I I 0 CONNECTORS AND HARDWARE TO BE _ ,• ' w/bx 101(0 W.W.M. T - _ OVER b MIL VB. ON 4" r I X 3Y�' ST.PIPE COL. X I I > I I _� I 2. ALL ELEGTRIG WORK SHALL BE SMPSON STRONG TIE OR AN APPROVED O ry W/ 24"x24"xI2" ry �J -_ ,� } GOMPA TED GRAVEL _ - POURED GONG FT6 - " ST. PIPE COL. Ni DOUBLE ALL FJ. s J I I PERFORMED IN STRICT ACGORDANGE MANUFAGTURE AND TO BE INSTALLED AS oN GO PAGTED SOIL ® _ (TYPICAL) W/24"x24"xl2" UNDER PARALLEL WALL ( I z A I I WITH THE LATEST EDITION OF THE N.E.G. PER MANUFAGTURE WRITTEN �. ® POURED GONG. FT6. PARTITIONS ABOVE O `fl O L i - 3QX8Q BATH (,.�IGp,�) I I u u I I 12"� 50N0 TUBE FILLED INSTRUCTIONS- UNLESS OTHERWISE NOTED + lo° POURED GONG N BEDROOM u _ J L J I 'o z I I SOLID w/3001 4. ALL CONDITIONS AND DIMENSIONS FOUNDATION WALL x TO BE VERIFIED IN FIELD BY THE W/04 DEBAR VERT. I N GLASS WALLS i I O v O GONGRETE W/36°x36"x18° P. coNc. 2. ALL ENGINEERED LUMBER TO BE �,.. _ _ _ GENERAL CONTRACTOR AND REPORT ° Et— :w m I J I BE�ow GRADE (TYP) ANY DISGREPANCIES TO ARGHITECT TOAPROTDGTNAOAIN5 T HEEQUIRED 1 48 O.C. I PRIOR TO START OR CONTINUATION WEATHER ENVIRONMENT 0 I I 12"x24" P. GONG. FOOTI G iro O GL. pl CC, o j DROP I ll #4 REBAR W/2"x X � FOUNDATION — — OF WORK KEYWAY;MIN.36 BELOD `� ( u 4" CONCRETE SLAB J I I I— GRADE. (TYPICAL) tV +� ry 1Oi(O 5. NO GALV. NAILS OR CONNECTORS IN 1!1 O OVER 6 MIL V.B. ON 4" O 2"X4" STUDS ® 16" O.G. TIE NEW FOUNDATIONS F #4 REBAR a 24" -' COMPACTED GRAVEL N ' PT LOAD R-15 INSULATION AGO. LUMBER ARE PERMITTED. ALL O.G. VERTICAL=MINIMUM OF 2; ¢ Q �+ I �y FROM ABOVE 2 X4 AGQ SILL 1-- 6' ON COMPACTED SOIL I CONNECTORS AND FASTENERS FOR AGQ GROUT FILL SOLID (TYP GAL) _2_x8 + �/ IN ry I I LUMBER MUST BE STAINLESS STEEL OR ry 8 _ 3 _ HOT DIPPED GALVANIZED G-185. 2j"XII " TJI 360 FJ. m I6" O.G. 3 2 "XII " TJI 360 FJ. ® I6" O.G. I (FT. LOAD 6, AS PER 2020 NYSRG SEC. R310 Q F M ABOVE RECREATION I EACH HABITABLE ROOM SHALL HAVE ~ — 12 -i AT LEAST ONE OPERABLE WINDOW I PT. LOAD 3Y2" ST. PIPE COL. 10" POURED GONG FROM ABD � r 12"� 50N0 TUBE FILLED (3 I "XII " W/ (2) II" ST . F . FLUSH w/24"x24"xI2" FOUNDATION WALL I _ _ SOLID W/3000p5I FOR EMERGENCY EGRESS WITH A z ter, POURED GONG. FT6. W/ #4 REBAR VERT. 13 r CONCRETE W/ MINIMUM CLEAR OPENING OF 5.7 SQ. O (TYPICAL) a 46'O.C. ' I I I 36 X36 XI8 P. coNc. FT. (GRADE FLOOR OPEN I NOS SHALL Z m PITCH I I cq 0 2¢x8p — (3 � � L J m � C FOOTIN6 MIN. Sb" X x �� 3 " ST. PIPE COL. to a a XII H KI 24"x24"xI2" 12'x24" P. GONG. FOOTING I I I I BELOW GRADE (TYP) HAVE A MINIMUM CLEAR OPENING OF 3 " m m 5.0 SO. FT.). THE MIN. HT. OF m w n Q z ° I - I FLUSH ( POURED GONG. FT6. I W1(2) #4 DEBAR W/2"x4" w F N° � 3V2" ST. PI COL. ci I �EVATOR O (TYPICAL) KEYWAY;MIN. 36" BELOW I I L — — _J n a z "'i y u W/24"x 4"xI2" it 1 PT. LOAD in OPENINGS TO BE 24 AND MINIMUM w o w o i O I - GRADE. (TYPCAQ ' " u' w f POURED GON . FT6. P1 LOAD FROM ABOVE I WIDTH TO BE 20 AND THE BOTTOM N°x (TY IGAL) FROM ABOVE -� I `� OF OPENINGS NO HIGHER THAN 5'-8" o ' v T 4'- 5'-O" u 33'-4" a-N 0 J A a Q o d FII I A.F.F. �zFZo$o UI w M - - - - 10 TIE NEW FOUNDATONS O w u w=° u A I I ) i 1191 LVL F S ►L 1 � PI GH A )Q'013 z W � J `t PT. LOAD `r W/ #4 REBAR a 24" I ' u_I ??u_ _1 IL p a N FROM ABOVE ry (� O.G. VERTICAL;MINIMUM CF 2; 8 1n�F"3 w w n� �JP_ ��C pz�z�vu>��0 o } q ~ PROVIDE ELEVATOR 1" GROUT FILL SOLID (TYPICAL) I I -I �,,tt��- I mPIT PER MANUFACTURERS � I I e eL M STAIRS $ GUARD NOTE: _'= QN° m N 3mj ® '�' " " TO COMP F IQJIFUn=zdzQF, v " CFT` SPECIFICATIONS 4 CONCRETE SIB S o",, z - N > I ( BEDROOM X _� ry 3<'z ST.PIPE COL. w/bxb 1% WW.M. _ Z F p Q W Q O QwOn i I ��1� f ( LY WITH 2020 R.G. OF NYS R31 I�R312) o Q v Mrt `� 3 W/ 24 x24 xI2' OVER b MIL V.5. OV 4 O c�( d -STAIRWAYS SHALL NOT BE LESS THAN 56" "�'w °"° 'o ro ��P 4 I I ^ 5v2N ST. PIPE COL. POURED GONG. FT6. COMPACTED GRAVEL -' Q, Jv ��' z ui°i Q w Q*'� z Q7 O NOTE: DOUBLE ALL F.J. m ( ALVFLUSH I w/24 x24"xI2 I (TYPICAL) ON COMPACTED 501E M, e " o o m 1 �l/l Z IN CLEAR WIDTH ABOVE THE PERMITTED kn N, O Q O I UNDER PARALLEL WALL r<1 I POURED GONG. FT6. I I (,, it, (TYPICAL) r -1 4 CONCRETE r I I Du..K�PARTITIONS ABOVE F (3) I 'XII Io 12" P. GONG. {_ HANDRAIL HEIGHT AND BELOW THE REQUIRED °ot Fo z_ o wTin IYFI= Of:I ww/bb �° w �'h m ( HEADROOM HEIGHT ° Q= '" K OVER b MIL V.B4" TRENCH FOOTING , „ ul" "Q " - — -MINIMUM HEADROOM HEIGHT TO BE 6 _ll X 0 '' ** � * COMPACTED GRAVEL , ° Q J ON COMPACTED SOIL I �t C/ bl� U� C� �� / -MAX RISER SHALL NOT EXCEED 8Y4° N v N°o oi` -MIN TREAD SHALL NOT BE LESS THAN litL Toll Z o TIE NEW FOUNDATIONS Q m MEGH. TIE NEW FOUNDATIONS -STAIR PROFILE: N05IN55 SHALL NOT BE a a'�z z N #4 REBAR a 24" ROOM O r W/ #4 REBAR a 24 3 �� a n Q= Q w Q w a Q _ LESS THAN /4 NOR MORE THAN fY4 '$ d°'L Q's -o p[ O.G. VERTICAL;MINIMUM oC 2; �UC -HANDRAILS SHALL BE PROVIDED ON AT -I-a a n o n o° p O.G. VERTICAL;MINIMUM F 2; Q 1 `0 ai m U1 GROUT FILL SOLID (TYPICAL) I C jtr GROUT FILL SOLID (TYPI L) I rP211 I LEAST ONE SIDE OF EACH STAIRWAY WITH _3' 6" mTWO OR MORE RISERS. TOP OF HANDIRAIL ,- i � mw SHALL NOT BE LESS THAN 54" AND NOT- - - - - - - - - - - - 3-2 Gw14 _�__ 2 xl A G I L (.� y�bo MORE THAN 55". ALL REQUIRED HANDRAIL5 _ _ C Il/ 1 " SHALL BE CONTINUOUS TO THE FULL LIENGHT OF THE STAIRS FROM DIRECTLY ABOVE THE q 10 '-8 _ TOP RISER OF A FLIGHT TO A POINT u� TIE NEW FOUNDATIONS t D DIRECTLY ABOVE THE LOWEST RISER OF THE W/#4 REBAR • 24 I I / RI E 1 " FLIGHT. ENDS SHALL BE RETURNED OR SHALL L — — — — O.G. VERTICAL;MINIMUM OF 2; 5'_O I A S I 12'l BONO TUBE FILLED NQI- I I &ROUT FILL SOLID (TYPICAL) — — — — — — SOLID w/3000pol TERMINATE IN NEWEL POSTS OR SAFETY 12'm So FILLED I ( CONCRETE`"" TERMINALS. HANDRAILS ADJACENT 70 A WALL �- I SOLID W/3o0oFs PROVIDE FLOOR DRAIN 36"x36"xl8" P. GONG. CONCRETE W/ — — Il 24"mX36" DEEP `� _ _ 1 I I FOOTING MIN. 56" z Q 36"x36"XI8" P. GONO. I - I - - - - ( _' SHALL HAVE A SPACE OF NOT LESS THAN V;2" V_ - - PREFAB DRYWE L � — — — — — — — — — — — - - BELOW &RARE (TYP) L - FOOTING MIN. 36" - '� - - - - I I BETWEEN THE WALL AND THE HANDRAIL. BELOW GRADE (TYP) L - - J HANDRAILS SHALL NOT PROJECT MORE THAN 7 -6" 5'-4° -6° 3'-l0° I'-6" I�'-6° - 13'-3° 4y2" ON EITHER SIDE OF THE STAIRWAY. 3 v �'-o" IS'- b'-4° 3a_4, -GUARDS/RAILINGS ARE REQUIRED FOR ANY SURFACE 50" ABOVE FLOOR OR GRADE. Q -GUARD5/RAILIN65 SHALL NOT HAVE A GAP M OF PASSAGE OF MORE THAN 4" o FOUNDATION PLAN m m d N Q 50ALE: 1/4" = I'-O" c�v O 1 LINE OF GUARDRAIL AND HANDRAIL BEHIND 5/4 X 4 TOP PLATE � TT FF I T_I l� I-T I II � � IT I T-I)� 1�1�I rFI WALL I5" IN. I5" IN. 2X4RAIL O 11 11 II 11 11 11 11 II 1 II 11 11 II 11 11 11 II II III I�� T 5° m 2 X 2 BALUSTERS a 5" O.G. m 11 11 11 11 11 11 11 11 11 I I 11 11 11 11 11 11 1111 1 11%i - 2 X 4 RAIL--,,, I I 1 1 1 11 i t 11 'I � '�x�G�/I 'L M II FAROE TOP OF WALL I 11 LL L1_ Ii-I Li 11�1 11 IL L1 I L1BJ�, y �> CI I � AND PITCH TO DRAIN-,, _ _ — — — — _ - CRETE COVER — ^ "TOP 501E . O WALL Q LT IN �' FINISHED GRADELADV LINE Oj ExI5TINO STAIR )- ;. /TO BE REMOVED E(` 6"MIN LLJ WALL KEY v O / EXIST TO BE R MOVED Ili (Y = W 0� _ oar / , �/ ° �/ LU � } EX15T TO REMAIN -A IL lf� LL 10 lS� LL NEW WOOD FRAME GNST �}� a <// O // O- DO NEW POURED CONCRETE , �' $� " q, � o j� � / O � � •• ...,.. 4"x4" P05T UNLESS OTHERWISE ALL BATHROOM SHALL BE PRO\/IDE WITH �'� o° �on�pi �/ 4" POURED GONG SLAB a / Q o / W/6X6 10/10 P%W / NOTED ADEQUATE PLUMBING FIXTURES TO ALLOW FOR Ia � ��/' / f / z fbo o� i 6AGKFILI /� 8" CMU FOUNDATION • a// ® HOLD DOWN AS NOTED MIN. CLEAR SPAGE D I STANCE THROUO HOUT f WALL FILLED SOLID / HARD WIRED SMOKE ROOMS- TOILET, SINK, TUB- AS PER 2020 �/ / °'% #4 RE-BAR o 24" O.G. O• DETECTOR W/ BAT"-ERY RESIDENTIAL GODS OF NEW PORK SECTION ks / ' BACK-UP 2,00 � , '�� P.G. FOOTIN ® 80 GFM FAN TO EXTERIOR R3O�.I �-o �� f `f/ !'' � �/ � :m •` • m � � a0 GOM@il TO FOU47ATIM N N � [Q a HARD WIRED CARBON MONOXIDE 4� / ;DRAIw\sESYs7er�' /; % (2) #4 BARS GONTIN AT FTC, O 1I DETECTOR W/ BAT'"ERY BACK-UP S ;' i/' �� 24"4) X 56" DEEP N N Z y / Q • MIN 12" A.F.F. AS PER d O z 2020 RESIDENTIAL GODS OF NY5 ^ '�U�r,Qo I/ �� fj / ,/ � PREFAB DRYWELL I I CIE DENOTES EGRESS 1NINDOW LOOSE GRAVEL FILL AI �11 J m r- Q i .aP roARCHITECT5 7'_6 5'-p" TODD O'CONNELL ( A RCH ITECT P.C. 20'-6" 1 -6 1 -6 " 7'-6" 1'-h" 13'-511 01 _o, ~' /2" �2" TODD O CONNELL, AIA 0 _Q 12'--1 3'-6" PROVIDE b1I�„ 1200Veterans Memorial Highway I HOLD DOWN b"Xb" POST I 2a"XIIj" TJI 36 F.J. 0 16" O PROVIDE Suite 120 b�� POST POST - 9 D DO Hauppauge,NY 11788 *G 5 *G 5 *CW_I- 5 To. *G 4 To. P(631)650-6666 �— F_ j— — — — — F(631) 650-6667 ® �O ® (3) 2"XIO" b"Xb" �3 2" 10° - (3) 2_'XIQ" �- C(516)658-0325 (3) 2"XIO" 4 Q _ 16'-O' 6'-O" POST 2 8 5 -O" �`� I I I I i I I 2"xb" AGQ F.J. - (3 2" 7 - I I I I I 1 1 1 1 = 1 m Ib' O.G. I vv vr,i U_ (3j 1iJi. Alii 6 0 ATH _ I I ,n I I I I I i; c, � I I ® +8 1=' o BATH o 0 o gx=� — L_ J_ -L — — — — o BAT CJ O r 0 O p 3Qx8Q = PT. LOAD u BEDROOM v-xv BATH - m STLGGOL. I ; _ v X O BEDROOM - X FROM ABOVE P05T I — — �t 2&"XIIj" TJI 360 F.J. o I&" O.G. 2a"XII " TJI 560 FJ. a 16" O.G. IL - m rtLQLL� a � df_ E E V LAUNDRY 2 x8 �e--°-�" OD° -- �J I J I tr Q X O Q. T. O1 ~ > •tm Nil) d r x ,nrt m I - PROVIDEz — — — to � X Krr � J x(b 6"X6" a l x8° P05T m N -. POST ,x I I HOLD DOWN — N N VENT DRYER I m TO EXTERIOR � O X I — — — — -1 (y bil �� - 6„X6„ 2Qx8Q O POST - POST — — — — -I Z # " -f'-0° I X I v F VID O P05T POST POST ' = PT' LOAD5 " GALV.D DOWN O N N 5) I "XII " _ 3 I "XII 19 = 6Qx8Q X FROM ABOVE 5TL. COL. i - �7L FLUSH LVL LUS ----------------- 1. r I O v Z u� 6"Xb° a a r b m POST d1 ' POST 2 xgQ ® 16" O.G. x ,o, - - NOTE: DOUBLE ALL F.I.I. m ,11 = v O o1 5'-O" 5'-O" -'-6" 6'-O' N X N N I sJ UNDER PARALLEL WALL p a I z v at 0' v Q?N��H0.R� * ' LEVATOR PARTITIONS ABOVE I cV w u w��WOO O v II b Xb A NOTE: DOUBLE ALL F.J. V I NN �� : A P05T } PRTRIT ON9AABOVE L -POST X6 OO ` I I A ,U m w w o z m O W p a - o Z W ILI co � (V Y w p dJ U-$y-z -emu N v (5) 211X51, = x O _�v�13 0 J I m POST BEDROOM w w w N o in F=w VV1 OilI � Q O 11113 1 N _ -� O I o 13 QWy9�')Q('oQ N COVERED a� ►U� BITTING m O _ p ( z�°�QN�`0,ojW� CH ' ROOM X 7'�inQuilj OQQILm 3Qx8Q Q00 co ENTRY r n I 6"Xb ® Inrr d I W d N w ,N Iu'Q BEDROOM - o -t P05T j u' UI j X - (2) I "XI I " LVL FLUSH ILI v UL rW 4 RISERS ®t8" D_ _ 0'o �owdaQ�� N - - - b l'X4,1 5 AD ®12" d rV X � P05T O zzU ' `DU-Iy�~ mlt m co® Q u�i d BATH O �I I _z v w o Y vi$z0 z � W O7�d0 2 "XII " TJI 360 F.J. m I6" O.G. 2 "XII " TJI 360 F.J. m 16" O.G. O.G. I*-O v ui m PROVIDE RAIL W/2" LE PE 5 RIPPED :12 Q`T J Q W Q w n '3Qx8Q TO CODE -z- _ X I [it III w 4 7 Q w=Z i-F-dQ�No�t Ov (� PROVIDE �� I - X ©o I Z_ HOLD DOWN c� - 31 PROVIDE I x x J .': 5Q HOLD DOWN 3 2 X8 (5) 1 J"XII 4" LVL (3) 2"XIO" *CX I6-4 b"X6" V *GXIII 16-2 POST p -3" 8'-D" �'-4" a'-�" - kw;ll AGQ `D - POST 2" S'-4" -rr 34'-4" (V N (V N ' D -t N I(1 iIL PROVIDE - PROVIDE RAIL 14 RISE ® I �5�" GALV. HOLD DOWN PROVIDE O N TO CODE 15 5 1012 6 Xb AGQ 5TL. COL. HOLD DOWN _x POST _ (3) I5"XII4" LVL ENCAPSULATED _ = n _ _ _ _ _ _ _ _ (3) I "XII " LVL ENCAPSULATEDCA CU5 Z a O — — — — — — — — — — — — — -8 2-81 — �3ZI "XII " L L ENCAPSULATED — — — — —(1 1 "XII " LVL ENGAPSULATD— — — — — — — — — — — — — — Y b"X6" AGQ b"Xb" b"Xb" 6"Xb" AGQ 4 a„ POST 14'-q" POST _6 5'-4" I'-6" P05T 14'-�" POST Iq'-O" Q WW IY � F- W to O I IL D_ Z F I RST FLOOR FLAN N d 5GALE: 1/4" = 1'-0" N p - - - - - - - - - - 35 FT. MAX HEIGHT - - - - - i 1.0 vLd ybT Ua tu JU WALL KEY OEXI57 TO BE REMO\IED W OL EXI5T TO REMAIN s '"" _:.. NEW WOOD FRAN'E GN5T _ .._.............................._......._........_........... IL — ...._.__.____ ___.... .. ..._....___..__.__._...._.__ - (L NEW POURED GOPyGRETE ..__._._.___.. -_ - _. ..--- .... __... .. O T_ 4"x4" P05T UNLE55 OTHERWISE © NOTED __ O m : . . "-:__ -.. - o I O z ® HOLD DOWN AS NOTED - ....... - O HARD WIRED SMOKE - -- ------ ....... _._ O DETECTOR W/ BATTERY _._._......._...._._..._._.... .__._... DE (64.55) - - - - - - - - - - - - - - -AVERA- - _ — — — AVERAGE GRADE (64.55) — B A C K-U P — — — — — — — — — — — — — — — — — — — ` ® bO GFM FAN TO EXTERIOR ( 3•s) m ww� w 62.05) N N 1- HARD WIRED CARBON MONOXIDE 30.0' I 1 O QDETECTOR W/ BATTERY BACK-UP S�.q' m >- Z ■ 2020 RESIDENTI�LCRODE OF NYS O Z S<YFL ANE D IAORAM Q z W � DENOTES EGRESS WINDOW 50ALE: I/4" = I'-O" m � Q <(Dr TODD O'CONNELL A,RCH I T E C T P.C. 10 1 7'—0 lo TODD O'CONNELL, AIA 7 ol 10 ----7* o' 1200 Veterans Memorial Highway Suite 120 BUILD-OUT 1--BUILD-OUT Hauppauge,NY 11788 P(631)650-6666 PROVIDE (3) ;?IIXIOI1 (5) 2"XIO" F(631)650-6667 —BUILD-OUT BUILD-OUT C(516)658-0325 HOLD DONN ;:D HOLD DOWN M *CXW24 TO. *CXA24 f,,rf I f lfirl.!:.rn r-,-, n r IR r (5) 2"XIO" (5) 2"XIO" FLUSH (5) 2"XIO" QII r.I POST P05T N o 21 RISERS a 20 rRENVE PANTRY t' o® VAULT 1212 HT.)) 411" DINING IX x x ROOM BATH < _7'-0 If Lb Cc O U] POST RIVC-7E 2 7Trx7ii --' L7\/LFus7 '0;�D RI:)OE 0000 0 cv x (01IX&II POST DL N W111 O D_ BALCONY =X!p IL BATH KITCHEN VAULT 12CL> HT. d) DECKINS TO It 5ELECT-� z x z x1�CL. fy (2) 2"XIO" FLUSH Ul()<,Y 6 POST 0 LY z 1-1)111 POST tu a 16" O.G. (5) :211XIO" WINDOW BOX 'fyL (911X( C/ILI Our O tL EVATOR _4J41 Z t- x POST Ir ILI 11) x tit X511 13 POST (5) 1 J--XII LVL FLUSHIII LI fn 93'Iil 7_7-)7 j FLUSH Az (3 POST nu -1 III z> 0 LU cy 2"XIOM O.J. a 16" O.G. 2"XIC" O.J. a 6" O.G. 2: 2"xlO" r,.J. a 16" 0.0. 2"XIO" O.J. a 16" O.G.RA,15F- 12Q 4 F. BEDROOM IL LIVINO FAMILY ROOM :< x 0 F = I VAULT 122 HT. y ROOM IS "-1 ACCESS IL x woo L IL C' z 1313< x PROVIDE RAIL— IA 0 I —Fro 1111 TO CODE POST KTOWOWT z Ju-1 K Ul ILI Z" — — — — — — — — — — — 13 T X 1211xl " RI:>6E I tutu 6tu< IJ I- § _11 WZTI-��y (21 Qx"Q�X Z,2)5a'l 2'�' cJ ni 77! 00 :2 x&Q x5Q Q X T_ � < COVERED W III 1 I O BALGON'r :< _?K V L.— PROVIDE W OLD DOWN POST POST + (5) 1 J"Xci 4" LVL (5) 1 J"XIl 4" LVL (5) 1 J"XcT J" L'vL PROVIDE RAIL—A PROVIDE Fpielfo A rFW616 80 TO CODE HOLD DO 9b DOWN1 16 x 1-7'-5"— 10-5 — 1j) 0 DE-01<1NO TO COVERED = U O X DECKINO TO cV XI I COVE RED BALCONY qrj;b fu ----:—PROVIDE V_x BALCONY 2 HOLD DOWN Z4 a W P05T HOLM OPqN- (5) :2"XIO" br ENCAPSULATED (!3) 1 j"XII 4" LVL ENCAI-5ULA71ED POST — — — — — — 6 X(b (5) 1 J"X14" LVL r CUSTOM (5) 1 J"X14" LVLIEN0AP5ULATED FD U5 -LxIO" POST JL= =7== - - - - - - - - - - J, \--PROVIVE RAIL \—PROVIDE RAIL (01IX611 CODE V� 1" 2'-,5 21-&" TO POST POST LiWW TO CODE POST 54'-4" 5_0" IL IL Z cl .SEOONO� FLOOR PLAN > 50ALE: 1/4" = 1'-0" Li b OL O � � WALL KEY LU 0 > EXIST 70 BE REMO\/ED LH EXIST 70 REMAIN NEW WOOD FRAME-: CNST NEW POURED r_ONCF',ETE 4"x4" POST UNLESS OTHERWISE NOTED z HOLD DOWN AS NOTED HARD WIRED 5MCKE OO DETECTOR W BATTERY BACK-UP n �50 rFM FAN TO EXTERIOR fO W HARD WIRED CARBON MONOXIDE iV O9 't r7)E7E07OR Vql BATTERY BACK-UP n T_ z MIN 12" A.F.F. AS PEER I I 0 2020 RESIDENTIAL C,0171E OF N-T'S O < CIE DENOTES EGRESS WINDOW to < i low AVCN(TEC tS TODD O'CONNELL , J.A,R C H ITECT P.C. 1 TODD O'CONNELL, AIA 2"xb" G.T. ® I6" O.G. 1200 Veterans Memorial Highway Suite 120 Hauppauge,NY 11788 T -I I P(631)650-6666 _ 2'xl�' R.R ® I6" O.G. 12"xl6' RR o 16i O.G.I F(631) 650-6667 PROVIDE I PROVIDE C(516)658-0325 CRICKET _ \ /+ CRICKET rr�rr;rr,�:rr;;:i•'r=�ifi:f�r;i:'�.ff�(i�. _ _ II _ '.rr;r;�;:rr.�rr✓11i;>rr.;�.rrr;; 211x6" G.T. ® 16" O.G. I I I I I cV I I I 2"xb" G.T. 0 16" O.G. II II " II II 11 2 x10 R.R. ® 16 O.G. 2 xl0 R.R. 0 16 O.G. tV 2"xlo" R.R. ® 16" O.G. 211x10" R.R. m 161, O.G. !' MILA=IZ6 L OVII rz E K I E Ion � o crV cv iv z # I F m w Q11 O 2'XI2"�RIPJE 2"x8" R.R. ® 16" O.G. — — — — — V — — — — w V O p O O W �N� u Q~*ppl0l1 D' ui O O °om�a *oo PROVIDE KT E a� �~QQ�a�uaIL Wul I zu x T �_f-QZ tfl� Q — — WALL Td UNDERSI E — — — — — — - z w v N z O� bF R�FTE�S -0 IY n O w g 0 7 CD W vl 111w O Y. `- 1 JVW�W X ariI DQ z0�Cj)WO UU ul�ulgz�Fpw U H �QIii�QdlQ- z�z�F III III Q7_>QQQ�W Q z llrlWvI-ISu F ODO''O�W�pIQiN�Uj�) O Q U O'I) (2) I I I XI I I L L ST�UCTJFZALIRI E Ulu-dF~p�vUll*u UIFWOILz �- p �v0JO�U�l� OO Z _ )VI OE K EE ry v �°Qo��7QQlaz LL T U ER51DE - - — OF RAFTERS ��aal-�no�l-ov S � � o U LU � X X (V (V z a m 4 O � ROOF FLAN o � F- Q SCALE: 1/4" = P-p 11 O z N O � f L 7- y LU LU O� Ld WALL KEY EXIST TO BE REMOVED tI ' EXIST TO REMAIN fts) NEW WOOD FRAME CNST NEW POURED CONCF:ETE O O (O ®s. 411x4" POST UNLESS OTHERWISE NOTED Z ® HOLD DOWN AS NOTED HARD WIRED SMOKE Q DETECTOR W/ BATTERY BACK-UF ® 80 GFM FAN TO EXTERIOR It In W a HARD WIRED CARBON MONOXIDE MIN 1 fh O DETECTOR V41 BATTERY BACK-UP II-I� D 2020RESIDENTIAL ?ODE OF NY5 O Q Z s CIE DENOTES EGRESS WINDOW ILI o < v I n 4 R-6N tw7 E C T s TODD O'CONNELL PROVIDE PROVIDE _. ..A. RCHITECT P.C. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ; -L HOLD DOWN HOLD DOWN J. Q- - - - - - - - - - - - - - - - - - - - - - - - - - - - - I � TODDO'CONNELL, AIA 32'-O" 1200 Veterans Memorial Highway Suite 120 6 6 Hauppauge,NY 11788 gl I 31 _g i P(631) 650-6666 ® C(516) 658-0325 I I - � , O — N I I I U 4" CONCRETE SLAB O U " w/bxb 10. m O O O I dJ OVER 6 MIL V.B. ON 4" I O - •t - - COMPACTED GRAVEL I X cY GARAGE o O m ® 2' 12" I D E m { 4!d k N I ON COMPACTED SOIL DROP FOUNDATION I ,� �m v p v v X , ,. FOR DOOR m xi,� ` 10x20 P. GONr, FOOTING I ttl cV (V W/(2) #4 REBAR W/2 x4 KEYWAY;MIN. 56" BELOW GFZADE:. (TYPICAL) D" POURED GONG I I Oi FOUNDATION WALL I - - W/ 04 REBAR VERT. I =ry m 48" O.G. I I r DROP FOUNDATION DROP FOUNDATION DROP FOUNDATION I 6 PROVIDE PROVIDE 6" ry CV _ — FOR DOOR — — — — — — FOR DOOR — — — — — — FOR DOOR — — — J HOLD DOWN HOLD DOWN „ I z # - - - - - - - - - - - (5) I I " LVL (5) I 9 " LVL d - - — — — — — — — — — — — — — — H Q — — — - — HOLD PROVIDE- DONN 6 -8" 0'-O" 0'-O" 6_8 PROVIDE -� 2'-10�2" 8'-3" I'-q" 8'-3" - i" 2' HOLD DOWN D z0 33'-4' i(� � Z 34'-O" ro u�i�az I� o �wwuif�p,000 o� d S� — w � iii� � � FOUN17)ATION PLAN 6ARAISIE FLAN ROOF FLAN Q SCALE: 1/4" = 1'-0" SCALE: 1/4" = I'-O" �z�aavwo=° [A 7 IIIUTZ = F-Ul w A R� SCALE: 1/4n = Ii-On xdv,vwoo�M� w p,nW"W-Nwc'F V Q 2 Z D- j Z �ii D a—OOw� LU v ILI p Z W f-Q LLl V pQJF-Q vy y9 ~ dv°��ou oH�+Y>- 0O>>� Q�I 0 e 0uN�Dc,' nvu, vIS)U_wQ ~QZ N u-�u,Nww�d2dp- I0ly v�W HavD'O_N V p-0>wzp tL�d? —7 131,3L w� "- } ��Q � � Q�Qzuw��N�zO� Z IyD W��i�Iy?ly�� wwv�ulQrQuliF F�- HQQI---ki)C)-$O' X K T.O. ROOF _ T.O. ROOF ELEV. +21'-5" - - - - - - STANDING SEAM METAL ROOF TO --- - -- BE L GTED OVER 15# BUILDING FELT ............_........ 12 STANDING SEAM METAL ROOF TO10 BE SELECTED OVER 15# BUILDING FELT -- - 4x5 ALUMINUM GUTTER W/ 5x415 ALUMINUM LEADER TO BE SELECTED BY OWNER _,____ _..._............... _...__...._........... .... "'µ_ Q� ___.,_.__......_ _. .._.__..._ _............._._. Q z 2 SIDING TO - - - - - - SIDING TO — _ —_.__ _...,_ ._.. v BE SELECTED - - -- ^ BE SELECTED ........... � 4 T.O. ROOF T.O._OARAISE PLATE ELEV. +10'-5" - - ELEV. +10'-5" - �...._.___ ____.__ ____ ___.___....mµ_. . ._. _ __......_.. _____..__...._._ __._...._ ..._..._.... . tu OL 0 _... ...... � D � DDa F � 0 El ______ _ _ _ _____ _ a a � a a a M- F=7 _______ ___ _ _ -------------------- -A _-___ _ n r7 © � 0 0 a rK GARAGE SLAB GARAGE SLAB EL'EV. +O'-5" 64.2 --- ELEV. +O'-5" (64.2 - ^ " t F71 F71 F=71 .11 a a a UJ '� IL1F7 AVERAGE_GRADE 1 J 1(64.0) ELEY. O'-O" (b5.'75) 64.0 ` AVERAGE GRADE (64.0) v ELEV. O-O (65.75 NEST ELEVATION NORTH L V T10N Q _ SCALE: 1/4" = 1'-0" SCALE: I/4" _ 0) o vn, �- LU - I -O 1� Z � LAQO 0 O 0 Q nILI e O z 0 0 o i 4FtCHI'TECfS' TODD O'CONNFLL ASRCH ITECT P.C. TODD O'CONNELL, AIA 1200 Veterans Memorial Highway Suite 120 Hauppauge,NY 11788 P(631)650-6666 F(631)650-6667 C(516)658-0325 T.O. ROOF T.O. ROOF V. +21'-3" ELEV. +21'-3" _ ....„_........ �g�:�R STANDING SEAM METAL ROOF TO BE SELECTED OVER 15# BUILDING FELT 5TANDING SEAM METAL ROOF TO ----.. BE SELECTED OVER 15# BUILDING FELT - r 12 �I Y'r t _ F 4x3 ALUMINUM GUTTER--W-5x4 -mm-M ALUMINUMLEADER TO BE __........... .........._... ........-.................... ....._. _...._..._.____,_,.,.. ....._...... . SELECTED BY OWNER _ _..___.,_„_....__...._ ..._-..,...,,.- ..._.._.-._....... _._._ 1N /IN T.O._ROOF T.O. ROF O — __. _.__._....__.___ _.._..__..___.._..___ _.___.._._ .._ -_..-._-_____._..._..__....,_..._._,.._........_...,...._.___.____.........._..._...__.,....._..........._.....__................_.._...._..... ..._._._.._.._....__..........._.._.._............_................_._.......__.._._.._....... .................___._ ELEV. ELEV. +10'-5" +10-5 ............._ _.._..._................... .. .... ___....._.. _.._.......__........._._......_.___.._...,.....,,.__._..._.__....__..__._....,,-_.._.__.__..___......__................_...........-.__.._......_.-_.-__ SIDING TO ____..___,_,____,_..__________-.,__.___-_._______._.__._- -_....____._______._-___.______-.__ ..._,__.._____�__..___.._..__._-- -.__.__..._.__..._________._-_____.___._ ._._________. 51DINO TO _-_ ...._....._._,__...._......................... ......--........_._.__...____,._, � lk- BESELECTED _._.. . _.. ...__._._...__.._,_,,,_._._.___, __. ...._..._...._-,..-...._. _. .. BE SELECTED -................_ -..___._.__.,,.._______.__.____.____,..__ _. -3 _.___ ...._.._ _ _� _ _.__._ ___ _ _,...._....._ ..,_-_ .__.____._. ___. .... z _..._..__..._._........... ..._...... ❑❑❑ ................._._.._...... - ................. . w -jF N O .._.... ps W � H N w W v O 0. O O .._,.,..,.._ _.,_....,.,,.. ,.,..,__-.____......_____-._....._......................_._.._.,..........,., T Q�LTWO-Ha W o GARAGESLAB _ _.___..._..,.,..__„_______,____ _-__..-_._ ... _-__-_ _.._,_.,,_._ _ _____._._.-...__..__.___. ____---____._..-.-.__..__._._._...__._...___.__.____...._._.,_,_.._._..__._._.____- _ _.._.. .._._..____.. GARAGE SLAB .__._._ ._ __._ __,_.__...___ ...__.......__. __.__... ... I �W o z - - _.__ - ___..___ _ ELEV. +O'-5" 64 2 __........ .........._.._..,..... ....................__......._......_...,_. .._... .................... _ ' m o ELEV. +O'-5" (64.2 -_ _______� - . _- _ _...____ ____ ___—_.__-- n° o o ? AVERAGE GRADE _ - ; z a d w o$'� M ELEV. O'-O" (63.715) 'z F W < `63.5 AVERAGE GRADE 63.5 j w N o w o o Z ` W b-5-. 5 r°,z a"W-,,u'z o U EAST ELEVATION SOUTH ELEVATION ��z � 'F d n�Ooin O �w�Wp7?d� qi:, 5GALE: 1/4" = 1'-O° °d o Q 7 li�~o o Qd��Q�,-�- JQk SCALE: 1/4" = 1'-O" <w w p z>o o Q d m 0 7�U1-llld F-J1�F- aviii�i n�o� N W w Q ty F z t w�101k ydQ�d�-that d_ W O>W z O o J w� � Ou,NmOQ�v,w�z Quu Ill�D,i�J)T Z IYIYF jj�Q zfy UdUQQFZQQW� (/ z�'��''�O QQ/ i-i-dd�u,Oo�Ou K x ....._..................._._._......... 1 { t ............. V/ _ z a W � + f 1 ........ ._........_..__. ___ _ , ..._......... _.._.._ # tu ................. ._......... .......... _ w ......_..... _ i -- - - EZ M M F] E M3 - U 1 - - _............. ...... EJ �❑ 0 ❑ � 0 ❑ ❑❑ c) Zj- [ED � ❑ � _ _ mm❑ AL ❑: F=1E-711 F=-] �❑ a ❑ ❑ a a ❑ �❑❑ _ -- ___ ___-_ ___ _ --- - z L j ,rL-=--7--]j F7 EA 71 µmm... m Q v tu m r zo "— FULL NEST ELEVATION � � Q � ° _ -1 SCALE: 1/4" - I'_O" # < O p � p I I `AFtCkTff-6 S - TODD O'CONNELL T.O. ROOF rJ±,RCH ITECT P.C. ELEY. +34'-8" STANDING SEAM METAL ROOF TO ` TODD O'CONNELL, AIA BE SELECTED OVER 15# BUILDING FELT 1200 Veterans Memorial Highway s 1 Suite 120 I ( Hauppauge,NY 11788 P(631) 650-6666 F(631)650-6667 C(516)658-0325 ; ,r,Sfr.1:#,rpT, Ci(i:rfis .t13Iii FLA5HING } 13 T.O. SECOND FLOOR PLATE - ELEV. +24'-1" I n, SIDING TO / \ BE SELECTED / \ O u- - 12 / �10 / \ 12 10 Its SECOND FLOOR — / ._...... ELEY/. +14' I" Z T.O. FIRST FLOOR. PLATE ..... .. ..__ < —1 ELEV. +12'-11" _..._ ----------- .__.__.-....._____.__ .__._.__. ___ _ __________ _ .__._._. J a _.._.__..... m <W LL o 0 y ce d =u o 0000 in A- ..._..............__............._._............ ........._._......,....._... ....... _._.....____.._._.,.... _ ... . `..... u�� 'Z n M —--------- _. _... ___. ._. __.._.__.._._ _ - - - M _... i z U -- _ 7 IL _....__ _.-..._.._.._...___.....�.................... ._ ...._,..._____-__ ... n W ................... O FIRST FLOOR — _._-___. _ _ _ _ - ' `� v ELEY. +2'-11" (61.55) �W �Zdo� , ._......... n . 0 AVERAGE GRADE _ ---__ �NWN0�O�(Y} ELEV. O'-O" 64.3� 65.5 0131,,o�W o Q �i �LUtu n4pm Qn �Q13111 O Nu °�', zw0 1�Oi�Tt� L � TIO�1 NQ1�d°QU-'" o�� N=,ii°d�N w �u NOW11-ILn0)-r IL SCALE: 1/4" N °Q °u o fy Qv1�J*�N�10 Z 1x1r'- 1 D,zda� (Y '�'zdz$a3dw�o Q< nOnt OV Q K K CO 4 T.O_P Y ELE . +-54'-8" STANDING SEAM METAL ROOF TO __....... _................ .... BE SELECTED OVER 15# BUILDING FELT -- -- m -~~ - --- \ F _..__._.. .................. .... Ul FLASH I NG Z � \ _ _...._.. I .._.._....... . :\ i / W - 12 \ �10 z / \ ~ T.O. SECOND FLOOR PLATE 0ELEY. In n 510ING TO -- -- _ - N BE SELECTED ....................... ....._............. _ .......... GAB E RAIL TO CODE — AN _SECOND FLOO —mm_ _ -- ... . J�-1 _ __. _ _._..� � LU - - I— ... -E-� _... _._._..... FIR . _...._.__. _ __ __ � �- LE _ R. PLAT -------- - - T-mmm- 0 _ LIA � oLL- IL .._ ..._.._. _. Q ------- -- -------fl -- ---- FIRST FLOOR ELEY. +2'-1 I" ( '1.33) OL Z (65.oI < AVERAGE GRADE — Q ELEY. O'-O"T64.38 (m�V n W • NEST ELEVATION o Q z SCALE: I/4" = I'-O" ILI m � Q 7 Q Q i AN T.O._ROOF ELEV. +54'-8" `A R'C hl f E C 1'S TODD O'CONNELL f A+fR C H ITECT P.C. 5TANDING SEAM METAL ROOF TO 1 I TODD O'CONNELL, AIA BE SELECTED OVER I5# BUILDING FELT ` 1200 Veterans Memorial Highway I FLASHIN Suite 120 G /\ �. i i �' ; Hauppauge,NY 11788 / \ 12 ` P(631) 650-6666 �.......... . .. ..... I ' C 58-0325 / ....._.._._._.....___.-.._" `�,� i�, � S .: .`t A } � Yi�!',rff;I��J�'..l.1�• �il {;f:f:1 .,l.F.r! 1 .........................._.......................... '\ i t T.O._SECOND FLOOR PLATE ELEV. +24'-I" — — -- ----- SIDING TO ............ _ BE SELECTEDIL .. .----...._ GABLE RAIL TO __.. CODE— . -.....__.... _ m 5EGOND FLOOR - -- r T.O. FIRST FLOOR. PLATE ELEV. +12'-II" ................. ------------------ _.._.._ Z Q w -mm" - z W Pj,ly WNF°--iJD-QE-ON op FIRST FLOOR _._. / � W — - �;� ELEV. +2'-I I" (6'T.33) ------------ ...._............... // p N` i`--'<y 3 An W o° V_wI-u47n ° z W v AVERAGE GRADE _ ELEV. (64.0) z w o 0 w>o 0*°F °dN°�di�aN�w zvv , SOUTH ELEVAT I ON 11 u N LL,w Q z iudv�W�QVp�� -7 --fyF~pU60)IIAH SCALE: 1/4" = 1'-0" z I`I N°° M NTo0 Z NNW J�H,NzV0111 K C]QUQQi2WQQ� p Q ob1-o0 1211 T.O_. ROOF _ ELEV. — FLASHING _ STANDING SEAM METAL ROOF TO \ 12 BE SELECTED OVER 15# BUILDING FELT \ I / �10 f I ` �10 \ 10 W _ SIDING TO BE SELECTED O T.O. SECOND FLOOR PLATE _.—._____.----_. _._.___.._...._____..............._.________._._._: -_.. 19-JELEV. +24'-1" ...._......... _.__........_._......._..... .................. .......... ....... .. ................... m IL —. O cy IL 4 � IY GABLE RAIL TO -_—_ L=j ----- LU _. ,... _ _. .. .._.._._.__....._._..-...._......._.._......_...--.___.._._._._........................ l l ' I � SECOND FLOOR w--- T.O. FIRST FLOOR. PLATE LU < ly 4� F I RS_T FLOOR O . ELEV. AVERAGE GRADE _ OL_01 z ELEV. O'-O"T64.575 (64.0) Q N N W EA5T ELEVATION `" "O Q 0 z � z SCALE: 1/4" = P-0" to O < v i : �. RIDGE VENT k 2X12 RIDGE 12 'RIt'tTbECT� 2"X6" G.T. 0 W' O.G. �10 / 12� TODD O EONNpECL 10 FLASHING STANDING SEAM METAL ROOF To BE SELECTED OVER la# BUILDING FELT STANDING SEAM METAL ROOF TO TODD O CONNELL, AIA 2"XI0" R.R. 6 16" O.G. BE SELECTED OVER 15# BUILDING FELT 1200 Veterans Memorial Highway ' m 2"XIO" R.R. ® 16" O.G. Suite 120 Hauppauge,NY 11788 R-50 INSULATION 2"XIO" G.J. 0 16" O.G. P(631) 650-6666 4x3 ALUMINUM GUTTER W/ 3x4 2"X4" BRIDGING „ l F 631 650-6667 (3) 2 XIO W/ (2) � Xa STL. FP. I ALUMINUI,4 LEADER TO BE C(516)658-0325 SELECTED BY OWNER �r,! ra�S+, .ifrf'(1i(iafi; y.r r�dl� (3) I J"X14" LVL ENCAPSULATED .,r �/: r�• 2"X4" BRIDGING (3) Ij"<1I4" LVL ilaI W��f fri"fl l j.fr(.i r'Y.Yaii i 1/2" POLYSTYRENE RIGID INSULATION a� R-21 INSULATION 211X6" STUDS ® 161, O.C. " GDX PLYhIOOD SHEATHING BEDROOM IL VING Q FAMILY ROOM HT.OM fr ` N VAULT 12 t ROOM _ 51DINO TO s, BE SELECTED RAIL TO CODE ;; 2j"XIIJ" TJI 560 F.J. 6 I6" O.G. ( t iLL DECKING TO SELECT + : STANDING SEAM METAL ROOF TO j 2"X6" AGQ SLEEPERS RIPPED 4:12 BE SELECTED OVER 1?5# BUILDING FELT BLOCK 5PAN5 BLOCK SPANS BLOCK SPANS WATERPROOF MEMBRANE 2 "X�5" R.R. 0 I6" O.G. t 2"X8" G.J. ® Ib" D.G. / 1-1 � SHtEATHING � SLEEPERS HURRICANE STRAP J ® :12 6 RIPPED 4x3 ALUMINUM GUTTER W/ 5x4 � m I HURRICANE STRAP l.Il ALUMINUI-1 LEADER TO BE - - } (� SELECTED BY OWNER (5) Ij"XIIJ" W/ (2) �"XII" STL. FP. - - - - W12X26 STL. ENCAPSULATED P5105.1 ROOF EXTENSION OPEN VENT PIPES THAT EXTEND THROUGH A ROOF SHALL BE TERMINATED NOT LESS THAN 6 INCHES ABOVE THE ROOF OR 6 INCHES ABOVE: THE ANTICIPATED SNOW AGGUMULAT10N, Z I/2" POLYSTYRENE RIGID INSULATION SITTING BEDROOM j WHICHEVER 15 GREATER. WHERE A ROOF 15 TO BE USED FOR Q R-21 INSULATION ROOM G1-• BEDROOM ASSEMBLY, AS A PROMENADE, OBSERVATION DECK OR F- 2"X6" STUDS ® Ib" O.G. ENTRY _ 5UNBATHINO DECK OR FOR SIMILAR PURPOSES , OPEN VENT O PIPES SHALL TERMINATE NOT LESS THAN -i FEET ABOVE THE 0 " COX PLYWOOD 5HEATHING ' ROOF. z SIDING TO O � � O }- P3105,2 FROST GLO5URE Z BE SELE`GTED I WHERE THE 11-7.5 PERCENT VALUE FOR OUTSIDE DESIGN 2a"XIIJ" TJI 560 F.J. 0 16" O.G. TEMPERATURE 15 O"F OR LESS, VENT EXTENSIONS TIHROUGH A R-30 INSULATION I ! I ROOF OR WALL SHALL BE NOT LESS THAN 5 INCHES IN w p Q ua F o DIAMETER. ANY INCREASE IN THE SIZE OF THE VENT SHALL BE Q z m 4" CONCRETE SLAB I MADE NOT LE55 THAN I FOOT INSIDE THE THERMAL ENVELOPE w D-u,°F OVER 6 M�IV.B. ON 4" ) I I I LVL OF THE BUILDING. To o o i2 o a u �ai ��QFOa° 41 COMPACTED EDORAVELSOIL 1 —_��E � ON COMPACTED 501E m-o F- TABLE P5201.1 N F m SIZE OF TRAPS FOP, °w o W BLOCK � SPANS 1 BLOCK � 5PAN5 BLOCK � 5PAN5 a O PLUMBING FIXTURES °� n z PROVIDE FLASHING AND TRAP SIZE o z 0,UP z �� PIN HAUNCH TO FOUNDATION _ PROVIDE FLASHING AND PLUMBING FIXTURE MINIMUM i #4 REBAR ® 24" O.G. HORZ. PIN HAUNCH TO FOUNDATION (INCHES) F V #4 REBAR ® 24 O.G. HORZ. o w s° d N o o 12" POURED GONG. BEDROOM RECREATION BATHTUB (WITH OF WITHOUT 5HOWER HEAD AND/OR I I/2 n a , d d =z a~ TRENCH FOOTING - 1 'I O BWHII E POOL ATTACHMENTS) 10 POURED GONG 2 X4 STUDS ® 16 O.G. z° >�_i Q m ri to FOUNDATION WALL R-15 INSULATION ° '��°N O CLOTHES WASHER STANDPIPE 21/`E 0 0 iN o u>o<4 m W/#4 REBAR VERT. 2 X4 AGQ SILL DISHWASHER (ON SEPARATE TRAP) 1 1/2 Q m o O i 1-z°w o ® 48" O.G. FLOOR DRAIN 2 w N°d X O-0� d d R' 4" CONCRETE SLAB I KITCHEN SINK (ONE OR TWO TRAPS, WITH OR I I/2 io WITHOUT DISHWASHER AND FOOD WASTE DISPOSER), ,n LL r u w H/6x6 /(o W.W.M. u.i-' u n d v y°OVER 6 MIL V B. ON 4" l LAUNDRY TUB ONE OR MORE COMPARTMENTS 1 1/2 o o Q m~o COMPACTED GRAVEL LAVATORY z{ N N u'w z cl) 1 1/4 - �x0W f'TNTo- Z SHOWER (BASED ON THE TOTAL FLOW RATE Q 1- ON COMPACTED TOIL THROUGH 5HOWERHEADS AND BODYSPRAYS) f)Q=z Q P w k Q Q 4 Ili W°Q ua Q w T IY 12"x2�'--" P. GONG. FOOTING 5.� GPM AND LESS W/(2) #4 REBAR W/2"x4 FLOW RATE: KEYWAY;MIN. 56" BELOW T TW z T� GRADE. (TYPICAL) - Q d T f O I I/2 MORE THAN 5.'7 GPM UP TO 12.5 GPM 2 MORE THAN 12.5 GPM UP TD 25.5 GPM 3 MORE THAN 25.5 GPM UP TO 55.6 G M 4 3 S�GT'IO�I �-� � � m SCALE: 1/4" 4" FRESH AIR VENT I THROUGH ROOF I I I N I 1 zIU Y I I v I 0 %J LLI 211 ---_�_---- :211 L _---i_-- SHOWER r i I I i i SHOWER QI N d- (V I j I I j I I N 0 6 5111 I 1 I I i I 2'1 1 1 1 1 1'S7 1211 1 1 1 I 12„ 2„1 1 I I I I (y 1 1/2" 1 1/2" i i 1 1/2" j DW j OW IY LU LU SECOND I SEGOND FLOOR FLOOR TUB HW cw HW-HW G.O. G.O. —cw cW—cw— w—cw— —cw —cw—cw—cw— — cw—cw cw—cw cw77� —cw—cw 2" 13„ UA -r--- __ SHOWER I v 1 THOWER SHOWER--r---r---- I 1 I 1 -�----_- 2 -- THOWER ---- ,---- i------i-- --- 1 1 I i i i 1 1I-_----_r----_ I $ 1 �-H I 1 I I 1 1 I 1 I 1 I I I I I i I I u I 1 I 1 I I i I I — O s. 1 12„ 2"� 2 j 1 i2 Z. � 2„ I 12„ I I2" 1211 i I2„ I r I I I/2" I I/2" j � I I I/2" � � I I/2" � � � GW � I I/2" I I I I/2" '1 , i GW FIRST I i -NB I 1 TUB 1 I 1 TUB I UB FIRST f2 FLOOR \ I I I I I I 1 FLOOR TUB TUB TUB TUB]I (� LH Q G.D. 2 2 3 2 2 I 21' 2 2 2" 2" " HW HW HW HW Hw HW H -H H HW HW HW HW-HW W \- -- cw—cw ow—cw cw cw—cw cw cw cw cw w—cw— ow—cw—cKI cw— —cw CA— —cw— —cw cwtu / O I CONNECT TO � (� T- _ ---T- JHOWER r HOl^lE ��—u' CH—cw—cw—cw—cw—cw cw—cw—cv+—cw—CA CM UPPLY MAIN O , \ I— r I 1 Hw—Hw—Hw—Hw—Hw—HwT � I I � i i HWH HWH O � � r nO VI 2"1 i 1211 G.O. Iu CONNECT TO z WA5TE MAIN K I G.O. I p I 3' 2' 2° PUMP PUMP N N m m t- 0 F ME31NO RISER NASTY I o � z ��UM�I i�O fi�15 i� SUi�i�LY d SCALE: 1/4 = 1'-0" _ M t-- d < SCALE: 1/4 I -O O < N p RIDGE VENT i � 2XI2 RIDGE 2"Xb" G.T. ® I6" O.G. TODD O'CONNELL / C j AIR C H I T E C T P.C. FLASHING m FLASHING STANDING SEAM METAL ROOF TO STANDING SEAM METAL ROOF TO T O D D O'C O N N E L L A I A BE SELECTED OVER 15# BUILDG LT BUILDING FELT 12 � � � � 2XI2" RIDGE 2"XIO1 BE SELECTED OVER 15 IN FELT' 11 " " 2"X6" G.T. "I6 O.G. R.R. ® 16 O.G. 2 XIO R.R. ® I6 O.G. 1200 Veterans Memorial Highway 2"X8" G.J. ® I6" O.C. Suite 120 Hauppauge,NY 11788 / m R-30 INSULATION STANDING SEAM METAL ROOF TO 12 HURRICANE STRAP N 2"XIO" G.J. ® 161, O.G. BE SELECTED OVER 15# BUILDING FELT �10 P(631)650-6666 4x3 ALUMINUM GUTTER W/ 5x4 / 2"XIO" R.R. ® 16" O.G. F (631)650-6667 ALUMINUM LEADER TO BE C(516)658-0325 SELECTED BY OWNER (3) I J"XI4" LVL ENCAPSULATED r,r:r;ro,f ,cFr'rjii,`r•_r.,r;rx,Ia5 LVL " " m (3) 2 XIO ATTIC N I (3) I "XII " LVL 4x3 ALUMINUM GUTTER W/ 5x4 ALUMINUM LEADER TO BE IL VING DINING I/2" POLYSTYRENE RI61D INSULATION SELECTED BY OWNER ROOM ROOM R-21 INSULATION I O 2"X 11 57UPS ® I6" O.G. RAIL TO CODE " COX PLYWOOD 5HEATHING ` 2"XI2" G.J. ® 16" O.G. DECKING TO SELECT i SIDING TO , A� 2"X6" AGQ SLEEPERS RIPPED :12 I I, 211�//11 STUDS ® Ib" O G ' WAT�RPR:OOF MEMBRANE t " 5HEATHING I E 1) ! 2&"XIIj" TJI 560 F.J. ® 16" O.C.I ; I , ; ;I; " COX PLYWOOD 5HEATHING GARAGE , BLOCK SPANS 2"X6" SLEEPERS RIPPED :12 I i `; j' 1 I R-30 INSULATION SIDING TO ! I I..) ? ,1...._I'.._l_..... '_.:.; _ BE SELECTED 2"XIO" F.J. ® 16" - O lfl HURRICANE 5TRAP (5) 1 J"X 11 4" LVL• ENCAPSULATED _ - - 4" CONCRETE SLAB i r N/6x6 1% W.W.M. N OVER 6 MIL VB. ON 4" O COMPACTED GRAVEL Z # ON COMPACTED SOIL BEDROOM BEDROOM �_—�---I/2" POLYSTYRENE RIGID INSULATION _l R-21 INSULATION a" POURED coNG z O 2"X6" STUDS ® I6" D.G. FOUNDATION WALL Z " COX PLYWOOD 5HEATHING W/ 4 REBAR VERT. ® 4&" D.G. 51MINO TO BE SELECTED 1Ox20 P. GONG. FOOTINGul__fE�W/(2) #4 REBAR W/ 2"x4" p o o z I-0 w ty 2a"XI19" TJI 360 F.J. ® 16" O.G. KEYWAY;MIN. 36" BELOW I„ w I*w o 0 0 GRADE. PICA Q IE N o X d v~ (TY L) O,TawO R- uu FL)OFYOwzw 30 INSULATION u R D SECTION G—G 2,UI0T,J�a~�� NZFQ�$Osw m W ��'QZILtu N Ll BLOCK # SPANS 2"X4" STUDS ® 16" O.G. SCALE: 1/4 - I -O o U w �F-uIw 7 0 R' 15 INSULATION �z�i J Z W>-W v 2 X4 AGO SILL =-aQ-OowO6 to 0 =F �Q l*11 f�-V�lll O MECH. RECREATION W ~INE o 0 d W w 1 z p o u F- Oriw=z�QulOL1i ROOM ROOM 0 10" POURED GONG z w,N Q w Q>. Q IL GLASS WALL FOUNDATION WALL o o- UD > 2xbSTS� ib'OG. Q 0 � z�Vu Q O W/#4 RE3AR VERT. 1/2'cOx SHEATHING 0 N N a t o 7--I o e 48 O.G. w Qd SIDINS TO MATCH HOUSE IU_w w Q G IY 4" CONCRETE SLAB d 0 m w/6x6 10/0 W.W.M. 1/2'GYPSUM BOARD DETAIL I/A-I FOR a-o>w F o w OVER 6 MIL VB. ON 4" (2)2xt,AC-0 SILL PLATE STRAP DETAIL U I-IOUO U- Q COMPACTED GRAVEL s/b"ANGiOR BOLT a e1-0"o.G. o U Poo o --I t o°z m ON COMPACTED SOIL K T 0 w UL o o Z SILL INSULATION 4 \ 12"z I ' x24" P. GONG. FOOTING TERMITE SHEILD TRIM TO SELECT p Q 2'Q K Q W A W/(2) #4 REBAR W/2"x4" w w v 6 ua 4 I Q to=Z 'P.GONG.SLAB W/ :T KEYWAY;MIN. 86" BELOW i I I•' 6x6 10/I0 WWM TO ALIGN Q Q F N O C]H O v GRADE. (TYPICAL) I I WITH ExIS'MNG SLAB III=1 I—III III I- I —I�I-1 I� ''• � � � v r�oo 00 00�jo c� � -7 �Q SCALE: 1/4" = 1'-0" -1 I I-1 —INd��(�'8 • III—III . . •. o0 00 0 - o � or,�r�1��_n�r�n�-, _ o�oCJCo9,��oO�C� ( _ I � ,a �o��f N.9��r�' 'COMPACT FILL• EXPANSION JOINT �— . . MIL POLY VAPOR BARRIER Oz b"P.GONG.FOUNDATION d' 2x4 KEYWAY WALL a REBAR 20xI0 P.CON0.SPREAD FOOTINO s 36"BELOW z Q GRADE MIN. c ILI u d O O ..a c d 20" O OUN AT I ON DETAIL W < o FIREPLACE SCALE: 5/4" = I'-O" D- z N < cV O STOVE USE SIMPSON Z-MAX OR HOC CONNECTORS # SECOND TO INCREASE CORROSION RESISTANCE ((yy > FLOOR FOR ALL HA RDWARE IN CONNECTION lY I W/ ACG LUMBER. 9 —51l9 WALL STUDS ® 1611 O.G. PROVIDE HOLD DOWNS AT ALL SIDES OF N OPENINERS O BOTH '' 7 OR GREATER IN W ■u IDTH �`— V DOUBLE 2X 5TU 51MP50N HDU5-5D52. J-L_I DRYER OAS HOOKED ANCHOR BOLT FIRST '� METER AALLL5 MIN T'RAPPIN6 TO BE �' INTO FOUNDATION �-- FLOOR INSTSPED FLED IGATIAS PER ONS AND NYS GOD MANUFACTURES v � Z A5— e BOTTOM PLA AGQ SILL PLA 140T FURNACE TERMITE SHIEL I^IATER 5LA15 ON GRAD k I HEATR a a �� O C) 7 a o ul OL STUD PLATE TIES MANUFACTURED BY a (O/ ° II SIMPSON 5TRON6-TIE CONNECTORS MODEL No. RSP4 a OR APPROVED EQUIVALENT AT EVERY STUD z TO PLATE CONNECTION e QK D "x3"x>2" STL. BEARING PLATE MANUFACTURED Ix D BY SIMPSON STRONG-TIE CONNECTORS MODEL No. Ll LBP5i'2 OR APPROVED EQUIVALENT USE 5IMP50N Z-MAX OR HOC? CONNECTORS TO INCREASE CORROSION RE515TANGE THERMAL BREAKJ /b"xl2" HOOKED ANCHOR BOLT FOR ALL HARDWARE IN CONNECTION N N O W ® 3-O O.G. AND 12 FROM CORNERS W/AGQ LUMBER. OAS RISER D I O i��M AND 'WALL OPENIN05 TYPICAL A N z Z SCALE: 1/4" = P-O" ' < FOUNDATION STizAFF I NO DETAIL � O 1� I701�1N 17�T�I� � o Q z SCALE: 3/41 _ I1-O 11 50ALE: 5/4" = P-0" - O p p i HURRICANE ANCHORS MANUFACTURED BY SIMPSON STRONG-TIE CONNECTORS MODEL No. H2.5A 2'-0 R4O512 ICE BARRIERS ORICE PleortcTl°N"RICH A R Ft t 7 E C 1 S OR APPROVED EQUIVALENT AT EVERY CON51551oO ATLEAST2 TODD O'CONNELL RAFTER TO PLATE CONNECTION BOTH 51DES WHEN LAMENTED TOGETHER M A -RAFTERS DO NOT ALIGN WITFf STUDS SELF-ADFiERIN6 POLYMER -I I ,R C H I T E C T P.C. MODIFIED BITUMEN SHEET To WALL STUDS a 16" O.G. 12 EXTEND FROM THE LOWEST „ SEE EDSES OF ALL ROOF SURFACES ELEVATIONS TO A POINT NOT LESS THAN 24 TO D D O'C O N N E L L, A I A ! sEvnONS INCHES INSIDE THE EXTERIOR WALL LINE of THE BUILtDING. 1200 Veterans Memorial Highway 51MPSON STRONG-TIE CONNECTOR lb &a. COIL STRAPPING MANUFACTURED Hauppauge, 200NY 11788 L. #H TZ TO BE USED WHEN ASPHALT SHINGLE5 TO MATCH EXIST BY 51MP50N 5TRONG-TIE CONNECTORS OVER 150 WILDINS FELT PP gee RAFTER ALIGNS WITH STUD MODEL No. 051b OR APPROVED EQUIVALENT -50 BATT INSULATION USE A MINIMUM OF TWO bd ��. . . \� ➢ P(631)650-6666 2x�•cox PLYWOOD s1ATNING NAILS TH15 SIDE WITH A ' •�• � F(631)650-6667 TOTAL OF FOUR INTO RAF I I BOTTOM PLA \ VENT VINYL SOFFIT C(516)658-0325 RIM JOIST AL.uMINUMDRIPEDSE Srr(lfjrr,isr ('r,jili: ri ,rjij ° e ° ROOF RAFTER I 2'Xb"FASCIA t i r, i,. ( �r�91+(fir.tt;Iii" DOUBLE TOP PLA I j j 1/2.5HEer Roue r 2x10 G.J.9 16,O.C. ALUMINUM CUTTER - Ss MANUFACTURED TUD PLATE TIES MANUFACTURED BY SIMPSONcoHURR1NNECTo CANE �� E TOM 5£L£cT£D r ' n STRONG-TIE CONNECTORS MODEL No. R5P4 x6 MIME BOARD APPROVED EQUIVALENT AT EVERY OR APPROVED EQUIVALENT AT EVERY STUD RAFTER TO PLATE CONNECTION BOTH SUB FLOOR -21 BATT INSULATION TO PLATE CONNECTION WHEN RAFTERS DO NOT SIDES FLOOR JOIST 2x6 STUDS a 16•oz. ALIGN WITH STUD /2'GDx PLYWOOD SHEATHING ''° TYVEK HOUSE WRAP /2"POLYSTYRENE INSULATioN STUDS a 161, O.G, a. �'j A"SHEET ROCK A TWO 8d NAILS Ib 6a. COIL STRAPPING MANUFACTURED BASE MOLDING T INTO PLATES BY SIMPSON 5TRON&-TIE C.ONNECTOR5 NOTE: BE SELECTED MODEL No. 651b OR APPROVED EQUIVALENT ALL STRAPPING TO BE 5/4•PLYWOOD SUBFLOOR -21 BAT INSULATION (� INSTALLED AS PER MANUFACTURES 2"xb••16,O.G. >� r SPEGIFIGATIONS AND NYS GODS 2&'xu J"TJI 360 P.J.• Ib"OA. (v G T S INTO STUDS WALL STUDS a 1611 O.G. RIM JOIST O i R-50 BAIT INSULATION z #�OG11= STfi� fi I I�IC I� T,�I FLOOR STfi�i�11�C 17T 11.._ a RIM JOIST AS BARRIER Q 50ALE: 5/4" = I'-O" —1 5GALE: 5/4" = I'-O" z USE SIMPSON Z-MAX OR HDC-G CONNECTORS O TO INCREASE CORROSION RE5ISTANCE FOR ALL HARDWARE IN CONNECTION Z 15'SHEET ROCK W/AGQ LUMBER. PROVIDE T ALL CORNERS AND BOTH } --p z l o WALL STUDS a 16" O.G. m p of z SIDES OF OPENINGS b HURRICANE TIES MANUFACTURED BY o N w o O o o cj OR GREATER IN WIDTH w u w o 0 0 SIMPSON 5TRON6-TIE CONNECTORS MODEL Q N 0 X 0 P d v No. H2.5 OR APPROVED EQUIVALENT AT EVERY °;L m°W u ILI z W DOUBLE 2X 5 RAFTER TO BEAM CONNECTION BOTH SIDE o o J Q o SIMPSON HDU5-5052. ' w 1 d z~,n 1- Q 2'x6'STUDS .16.O.G. n l F R-21 BAIT INSULATION v lNluL�W O Z w O 1LI • Jl 6�F J N nl /2 GDX PLYWOOD SHEATHING z —J v w D w I, Q—] 2 DNtfl V BOTTOM PLA ;' Q N p m 6 O a TYV£K HOUSE WRAP U i i 0)(O uI 0 RIM JOIST n•POLYSTYRENE INSULATION o� $ o = 5/4'PLYWOOD SUBFLOOR l-w w p-z b f p w v SIDING MATCH EXI5TIN6 p Q w Q 1Q$0 0~ Q Q _ VUO1�jU1(��O�p �0 ROOF RAFTE R-50BATT INSULATION 16'or.. z-7 kn j W O Q*IL Ui II POST GAP MANUFACTURED BY SIMPSON II STRONG-TIE CONNECTORS MODEL No. 5052-5/6 v m'L w p° o?�'d OR APPROVED EQUIVALENT INSTALLED ACQ SILL PLATE ��w`ILIul Win_ II AS PER MANUFACTURES SPECIFICATIONS "� ~la w s 7 SUB FLOOR NOTE: ALL STRAPPING TO BE ° TERMITE SHEILD f SILL 1NSUL w,rION N O N F~ H Iw tom-d u FLOOR JOIST INSTALLED AS PER MANUFACTURES INSTALL A"SHEET ROCK z BEAM -, CEILING AS PER R502.15 = 5/6"m ANCHOR BOLT EXTENDED A 3 V w N 4 p, Z SILL PLA SPECIFICATIONS AND NY5 CODE N I MIN.12'INTO GONG.SPACED MAX.3'-O" Q�U w_l l_O N O V O.G.AND MAX.OF 12•FROM THE END OF �' 5�~D' a I TERMITE SHIE Ib 6a. STRAP TIES MANUFAGTUR)=D z, I Aug PLATE sECTiON `I= Q<!I Q w s/a' THREADED STEEL RO w w L ui Q 3 uI o FOUNDATION WALL BY 51MP50N STRONG-TIE CONNECTORS 1FO WIDE POURED CONCRETE U(L a 1�,o z 430 p i FOUNDATION WALL s500 PSI MODEL No. 0516 OR APPROVED EQUIVALENT. 51MP50N HDUS-5D52. DECORATIVE COLUMN COVER � t14 R®AR W/+t4 BAR• 48" O.G.VERTICAL STRAP TO HAVE MIN. 12" SEARING ON THE STUD AND WRAP UNDER SILL PLATE AT FOUNDATION. DOUBLE 2X STU bxb COLU I I MASTIC DAMP PROOFING 3 K "x5"xV2" STL. BEARING PLATE MANUFACTURED SIMPSON HDU5-SD52. EXTERIOR OF FOUNDATION AS COLUMN BA5 BY 51MP50N 5TRON5-TIE CONNECTORS MODEL No. I I REAR PER R406 -7 IA HOOKED ANCHOR BOLT i LBPaI'2 OR APPROVED EQUIVALENT MIN. 12" PENETRATIO I FINISHCRADE IGAL 5/6"xl2" HOOKED ANCHOR BOLT INTO FOUNDATION -- —I_ - ® 3'-O" O.C. - W/'7" MIN. EMBEDMENT INTO CONCRETE EXPANSION JOINT -I �—III - WITHIN 6-12" OF EACH END OF PLATE 4'CONCRETE SLAB / W/bxb S KW OVER 04 REBAR OUNI )AT I ON STfi AFF I NO DETAIL ; ; COMPACTON COMPACTED SOIL MASED GRAVEL ! �uo TIC DAMPROOFIN6 SCALE: 3/4" = I'-O" I * 5¢OO Ps J�oO �c o Exls�TiNo�vR P IPE ANT O Z W :3 P. GONG. SLA ' I I J �,,�PREE-DRAINING ' WHEN NOT ALIGNED WITH RAFTER, �cTk_i, GRANULAR MATERIAL (t1 (Y CONNECT KIN& STUDS TO TOP PLATE, O Q SEE ROOF STRAPPING DETAIL WRAP IY4" GALS. 20 6A. COIL STRAP VER TOP OF TOP PLATE $ NAIL U a (2)#4 BARS VERTICAL W/8" BOTTOM LE6 ROOF FRAMING COLUMN 5A5E MANUFACTURED BY a I2"X24"DEEP POUR.GONG.FT6. 5IMP50N STRONG-TIE MODEL +�oRli N�PSI STEEL RECONCRETE TE(G 2) 6 C C ~ Q No. 050bb-5D52 INSTALLED a BARS IN EACH DIRECTION O AS PER MANUFACTURERS SPECIFICATIONS OR APPROVED 1i- IL Z EQUIVALENT a m m CRIPPLE USE 51MP50N Z-MAX OR HD6 CONNECTORS P. GONG. CHEEK WALLOI IN� d ry - z STUDS TO INCREASE CORROSION RESISTANCE v ,�T I ON DETAIL DOUBLE TOP PLATE FOR ALL HARDWARE IN CONNECTION ll //�� " A N O p W/AGQ LUMBER. i�Ofi�G�I SCALE: 5/4" = 1'-O" — — �-IOL.I7 EADER ' N JACK ij" MIN. EDGE I STUD DIFFERENCE HURRICANE ANCHORS MANUFACTURED BY LH — FULL LEN6TN U5P CONNECTORS MODEL No. TMU26,TMU210 WALL STUDS OR APPROVED EQUIVALENT AT EVERY 0 LU RAFTER TO RIDGE CONNECTION WHEN , FRAMED OPENING FOR NEW RAFTERS DO NOT ALIGN to WINDOW OR EXTERIOR DOOR �• — 5/8"Ox12" STEEL ANCHOR � HURRICANE ANCHORS MANUFACTURED BY O— BOLTS AT 5'-0" O.G. MAX. U5P CONNECTORS MODEL No. 5T22 MIN EMBEDMENT OF '7" OR APPROVED EQUIVALENT AT EVERY OF RAFTERS RAFTER TO RIDGE CONNECTION SEE PLAN,-' WHEN RAFTERS AL16N LH ' •�— dG RIDE 1fl �a C) >} � 7T T T- T T NOTE: O OL 00 UPLIFT CONNECTION 15 REQUIRED NO UPLIFT INECTORS AT EACH END OF THE HEADER AND AT REQUIRED H 5 AREA BOTTOM OF HEADER STUDS IN ADDITION O V TO CONNECTORS AT WALL STUDS ANDNGO BOLT ITT I L _ AT TOP AND BOTTOM OF CRIPPLES. n z SCALE: 3/4 I O � Q p b 6a. STRAP TIES MANUFACTURED BY SIMPSON STRONG-TIE CONNECTORS USE SIMPSON Z-MAX OR HD6 CONNECTORS m p MODEL No. 0516 OR APPROVED EQUIVALENT. TO INCREASE CORROSION RE515TANCE 117C� STfiZ,�i�fi�I NO I7 Tr I L N N w STRAP TO HAVE MIN. 12" BEARING ON THE STUD FOR ALL HARDWARE IN CONNECTION 1 1 O p 1l AND WRAF' UNDER SILL PLATE AT FOUNDATION. W/ AGQ LUMBER. SCALE: 3/4" = I'-O" N t- Z Z Ufi�L I =T CONNECTOR DETAIL � o Q z ° 50ALE: 5/4" = I'-O" O v i y TABLE R402.4.1.1 - AIR BARRIER AND INSULATION INSTALLATION 4_ COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA A CONTINUOUS AIR BARRIER SHALL BE INSTALLED ; CONTINUOUS BEAD I IN THE BUILDING ENVELOPE _ OF 5EALANT I GENERAL REQUIREMENTS THE EXTERIOR THERMAL ENVELOPE CONTAINS A AIR- PERMEABLE INSULATION SHALL NOT BE USED AS R C H f T E CONTINUOUS AIR BARRIER A SEALING MATERIAL TODD O'CONNELL MANUFACTURED THIN-PROFILE ! ARCHITECT P.C. VENTED AIR SPACE BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE / �FLIOOR ASSEMBLY ATTIC VENTILATION BAFFLE WIDTHE ATTIC IN5ULAITON SEALED TODD O'CONNELL, AIA INSULATION THE AIR BARRIER IN ANY DROPPED GEILIN6/SOFFIT ` SHALL BE ALIGNED WITH THE INSULATION AND ANY CEILING / ATTIC THE INSULATION IN ANY DROPPED CEILING/SOFFIT 1200 Veterans Memorial Highway ONTINUOUS MINIMAL / �PTIONAL ELEVATION OAFS IN THE AIR BARRIER SHALL BE SEALED Suite 120 EXPANDING FOAM AT / CAVITY INSULATION / SHALL BE ALIGNED WITH THE AIR BARRIER AGGE55 OPENINGS, DROP DOWN STAIRS OR KNEE Hauppauge,NY 11788 ' WINDOW PERIMETER XPANDIN6 FOAM AROUND , , � — WALL DOORS TO UNCONDITIONED ATTICS SPACES SECTION , THE PERIMETER OF LOOSELY SHALL — SHALL BE SEALED P(631) 650-6666 GUT RI61D INSULATION NTINUOUS BEAD CAVITIES WITHIN CORNERS AND HEADERS OF FRAME F (631)650-6667 EILIN6 GYPSUM BOARD •I OF SEALANT THE JUNCTION OF FOUNDATION AND SILL PLATE TO C(516)658-0325 AS AIR BARRIER RIGID INSULATION BE SEALED. WALLS SHALL BE INSULATED BY GOMPLETELY FILING THE WALLS CAVITY WITH A MATERIAL HAVING A THERMAL RE515TANGE EXISTING BAND.Io15T INSULATION � THE JUNCTION OF TOP PLATE AND THE TOP OF - NTINUOUS BEAD RETROFIT WITH 1 1/2"R100 INSULATION XTERIOR INSULATED EXTERIOR WALLS TO BE SEALED OF R-5 PER INCH MINIMUM INDOW UNIT A5 OF SEALANT WALL EXTERIOR THERMAL ENVELOPE INSULATION FOR FRAMED AIR BARRIER ONTINUOUS BEAD q-00300 Scala+3/4" ■ I'-0• KNEE WALLS SHALL BE SEALED WALLS SHALL BE INSTALLED IN SUBSTANTIAL CONTACT OF SEALANT THIN-PROFILE ATTIC EAVE BAFFLE AND VENT AND CONTINUOUS ALIGNMENT WITH THE AIR BARRIER CONTINUOUS MINIMAL WINDOWS, SKYLIGHTS, AND DOORS fn EXPANDING FOAM AT NTINUOU5 MINIMAL 5-0l004 Scala+3/4" ■ I'-0" THE SPACE BETWEEN WINDOW/DOOR JAMB5 AND �y WINDOW PERIMETER EXPANDING FOAM AT FRAMING, AND 5KYLIGHT5 AND FRAMING SHALL BE WINDOW PERIMETER 1 SEALED r " GYPSUM BOARD .4' �x* CONTINUOUS BEAD ` —-MANUFACTURED RECESSED LIGHT ,, F SEALANT ! X4 BLOCKING RIM JOISTS > ENCLOSURE RIM JOIST SHALL INCLUDE THE AIR BARRIER RIM JOIST SHALL BE INSULATED ATTIC INSULATION z, • ONTINUOUS BEAD EILIN6 JOISTS FLOOR FRAMING CAVITY INSULATION SHALL BE INSTALLED C` FLOORS (INCLUDING ABOVE GARAGES THE AIR BARRIER TO MAINTAIN PERMANENT CONTACT WITH THE UNDERSIDE ( OF ADHESIVE � ' I ONTINUOUS BEAD INDOW UNIT A5 SHALL BE INSTALLED AT ANY OF SEALANT AIR BARRIER CANTILEVERED FLOORS) EXPOSED EDGE OF INSULATION OF SUBFLOOR DEGKING, OR FLOOR FRAMING CAVITY . NSULATED EXTERIOR INSULATION SHALL BE PERMITTED TO BE IN CONTACT WITH ' WALL THE TOF SID R E OF SHEATHING, O CONTINUOUS INSULATION CONTINUOUS MINIMALEXTERIOR WALL _ _ _ _ INSTALLED ON THE UNDERSIDE OF FLOOR FRAMING AND EXPANDING FOAM AT SHEATHING XPANDIN6 FOAM SEALANT PERIMETER FLOOR FRAMING MEMBERS EXTENDS FROM THE BOTTtATA OM TO THE TOP OF ALL m PERIMETER WINDOW PERIMETER r N ONTINUOUS BEAD DRAWL SPACE WALLS 2-STUD CORNER WITH Ix4 BACKER EXPOSED EARTH IN UNVENTED CRAWL SPACES TO WHERE PROVIDED INSTEAD OF FLOOR INSULATION, Lp CONTINUOUS BEAD OF SEALANT BE COVERED WITH A GLASS I VAPOR RETARDER INSULATION SHALL BE PERMANENTLY ATTACHED TO THE J F SEALANT 5-00006 Scale+5/4" ■ I'-0' RYWALL GEILIN6 WITH OVERLAPPING JOINTS TAPED CRAWL SPACE WALLS RECESSED L16HT FIXTURE Z SHAFTS / DUCT SHAFTS, UTILITY PENETRATIONS, AND FLUE z 4 [ ONTINUOUS BEAD F ONTINUOUS BEAD PENETRATIONS SHATS OPENING TO EXTERIOR OR H OF ADHESIVE UNCONDITIONED SPACE TO BE SEALED J —I AIR SHINS AT REGE�LI&ITIN6 IN ATI1G z ° OF SEALANT ONTINUOUS BEAD BATTS IN NARROW CAVITIES SHALL BE GUT TO FIT, OR z ONTINUOUS SILL SEALER OF SEALANT NARROW CAVITIES NARROW CAVITIES SHALL BE FILLED BY INSULATION THAT O -FULL WIDTH OF MUDSILL ONTINUOUS BEAD 5-02041 Scale: 5/4" ■ I'-o" ON INSTALLATION READILY CONFORMS TO THE AVAILABLE V Z OF ADHESIVE CAVITY SPACE OUNDATION WALL ONTINUOU5 BEAD GARAGE SEPARATION AIR SEAL BETWEEN GARAGE AND CONDITIONED o N AS AIR BARRIER OF SEALANT SPACE m w p Ul < N0 o tu ONGIZETE SLAB AS RECESSED LIGHT FIXTURES INSTALLED IN THE REGE55ED LIGHT FIXTURES INSTALLED IN THE ILI w a w o 0 0 ° AIR BARRIER RECESSED LIGHTING BUILDING THERMAL ENVELOPE SHALL BE SEALED BUILDING THERMAL ENVELOPE SHALL BE SEALED d N ~d W o a ° TO THE DRYWALL u-L I-LU 0 0 w o u z" AIR TIGHT AND IG RATED V 0 m }V*K o ° FLOOR ASSEMBLY LOCKING AS REQUIRED BAIT INSULATION SHALL BE GUT NEATLY TO FIT z o Q c o LL o o� CONTINUOUS BEAD YP5UM BOARD BOX PLUMBING AND WIRING ° a F SEALANT ONTINUOU5 BEAD ENCLOSURE AROUND WIRING AND PLUMBING IN EXTERIOR z uI 0 z x 0 OF SEALANT °1 w w Q 7~ [� a WALLS, OR INSULATION THAT ON INSTALLATION �v o o w o o W ATTIC INSULATION I READILY CONFORMS TO AVAILABLE SPACE SHALL o w F V�,�u o o a[ a ; CEILING JOIS EXTEND BEHIND PIPING AND WIRING Q z u z E ?7 V I ONTINUOUS BEAD 3 THE AIR BARRIER INSTALLED AT EXTERIOR WALLS w Q m F o p ro tv 2 1 I OF SEALANT SHOWER/TUB ON EXTERIOR WALL EXTERIOR WALLS ADJACENT TO SHOWERS AND * V 0 NIERIOR 6YM5UM — z-- - --- ADJACENT TO SHOWERS AND TUB5 SHALL TUBS SHALL BE INSULATED 0 w 0 ~ WALLBOARD AS BARRIER SEPARATE THEM FROM THE SHOWERS AND TUBS d z x 7 Q F- p J d 3. 3. _ ZF�QNQ�o J�O CONCEPTUAL AIR SEALING STRATEGY GONGEPTUAL AIR SEALING STRATEGY // ___ = MId Mw ELECTRICAL/ PHONE BOX ON THE AIR BARRIER SHALL BE INSTALLED BEHIND d�Nw�l.1 -a LOWER WALL SEGTI ON UPPER WALL SEGTI ON �u P�'AF`ioAIR eA�``rrDl"6 STRATEGY EXTERIOR WALLS ELECTRICAL OR COMMUNICATION BOXES OR 7 N Q u d Q - AIR-SEAL BOXES SHALL BE INSTALLED 5-0 ca 2011 Sla,5/4' ■ 1'-0 N ' 0 �0.p( F 0 7 W 0 %XPANDIN5, FOAM SEALANT HVAG REGISTER HVAG REGISTER BOOTS THAT FENETRATE BUILDING N Q W Q 5-02002 SGa le: 3/4 I -O 'J"02003 5Ga le: 3/4 = I -O AT PERIMETER BOOTS THERMAL ENVELOPE SHALL BE SEALED TO THE v �� r 1 0 NTINUOUS BEAD OF SUBFLOOR OR DRYWALL d 0>w 1~0° .o it- SEALANT e)IL V* III 6 N W~ w� l j " RYWAL CEILING WHEN REQUIRED TO BE SEALED, CONGEALED FIRE o N o o z I�n_'o-o 1 GYPSUM BOARD CONGEALED SPRINKLERS SPRINKLERS SHALL ONLY BE SEALED IN A MANNER z W U)ID�'}d`)� o li 2) LAYERS 2" RI61D INSULATION GE55ED LIGHT FIXTURE THAT IS RECOMMENDED BY THE MANUFACTURER. K T F z 6�`�7 0 N w INSTALL I" RI61D INSULATION INSTALLED DURING FRAMING GAULKI NG OR OTHER ADHESIVE SEALANTS SHALL O d x,d�IW�Q W-1 OUT TO FIT BETWEEN THE NOT BE USED TO FILL VOIDS BETWEEN FIRE w p1 0 n vI d z d iu i- RAFTERS FROM SEA: BOTH d z 3< o I" RI61D INSULATION `IR SEALRJ6 AT REGE56ED LIGHTING IN ATTIC 5FRI NKLER COVER PLATES AND WALLS OR d d o o v p SIDES ALONG RAFTER WITH ROUGH OUT A'ZOUND G E I L I NG5 VENTILATION CHUTE EXPANDING FOAM SEALANT. VENTILATION CHUTE MAINTAIN EQUAL VENT 5PACE 5-0204o Scale, 5/4" ■ 1'-0' -AIR SEAL PERIMETER FOR LENGTH OF RIGID IN5ULATIO NSULATED EXTERIOR WITH EXPANDING ATTIC INSULATION WALL MATERIALS R-VALUES m FOAM SEALANT XTERIOR WALL TUB SURROUND FINISH MATERIAL INSTALL I" RIGID INSULATION 5HEATHING TUB UNIT R-VALUE VERTICALLY TO CONNECT / 5-5TUD CORNER WITH R161D INSULATION INSULATING SHEATHING TO Rf61D � •;; j INSULATION BAFFLE. ,7—�- i \-TUB SURROUND BU LD NCB BOARD FOAM SEAL BOTH JOINT I ONTINUOUS— � �/ � � 5-�0m `-xate:3/4" ■ 1--0' PROVIDE BLOCKING AT BEYOND —� STUD CAVITY AT TUB I.` GYPSUM WALL BOARD UOUS BEAD AT EXTERIOR WAL L I ONTINUOUS BEAD OF SEALANT OF SEALANT RI61D INSULATION � ONTINUOUS BEAD I 1 GYPSUM WALL BOARD (5/8") 0.5625 OF SEALANT I INSULATED EXTERIOR IN PROFILE WAL ~ Ul RIOR INSULATED " R151D INSULATION f 5TUD KAL I SHEATIN6 PLYWOOD (Y211) 0.62 z HALL OVIDE L3LOGKING AT [ I I W XTERIOR INSULATED STUD CAVITY AT 5HOWER I 1 11 I I ONTINUOUS BEA PLYWOOD (3/q") O.G4 (K WALL AT EXTERIOR WALL OF SEALANT O ONTINUOUS BEAD OF I"RI61D INSULATION PS ATTIC NSTALL INTERIOR SHEATHING SAVE BAFFLE GUT I"EXTERIOR INSULATION SHEATHING AS I I SEALANT I PRIOR TO INSTALLATION OF SIDING z 2 AROUND MANUFACTURED VENT ATTIC EAVE BAFFLE AND VENT I I PREFAB FIREPLACE UNIT XPANDIN6 FOAM ALUMINUM/ VINYL SIDING (NOT INSULATED) 0.61 0 0 5-01006 Sca1e:5/4' ■ 1'-0" 5-01005 • 1'-0' I I I I FAB ALUMINUM/ VINYL SIDING (Y2" INSULATION) 1.150 W 00 TILE SURROUND FINISH FIREPLACE EMENT BACKERBOARD I 1 UNIT I I OOD FRAME z NSTALL I" RIGID INSULATION I111 I FLOOR ASSEMBLY AT BOTH HORIZONTAL AND N5ULATED FLOORING DRAINAGE PLAN VERTICAL P051TION5 N5ULATED EXTERIOR I I EXTERIOR (LEAVE 'GAP FOR EXPANDING FOAM) STUD WALL I 1 STUD WALL HARDWOOD FLOORING (5/4") 0.68 THIN PROFILE WALL SHEATIN6 AIR 5EALING BEHIND TUB WITH N La INSTALL EXPANDING FOAM I 1 THIN-PROFILE SHEATHING//SECTION TILE — SEALANT AT INTENTIONAL 6AP5 I 1 AT I" RI61D INSULATION EXI5TIN6 FLOOR I I 5-olooq 5cale:3/4" ■ I'-0" CARPET WITH FIBER PAD 2.08 CONTINUOUS BEAD OF ASSEMBLY I I N pj SEALANT --CAVITY INSULATION I I x NTINUOUS BEAD OF CARPET WITH RUBBER PAD 1.25 MINIMUM �" DRIP — — I I 5ELANT Ej ANUF. SHOWER I" RI610 INSULATIO AIR SPADE (Y2" UP TO 4") 1.00 N 1 � PAN — SOFFIT GL05 XPANDING FOAM WOOD FLOOR ASSEMBLY-- �-- OD FRAME FLOOR ROOF I NO lJ A ASSEMBLY ASPHALT SHINGLES 0.44 V — INSULATED CANTILEVER FLOOR// tI ,: WOOD SHINGLES O.ct-7 l_! CAVITY INSULATION WITH I"R161D INSULATION CLOSURE 5-0I0IQ 5ca1e+3/4" ■ I'-0' AIR SEALING BEHIND SHOWER WITH AIR SEALING AT PLATFORM FOR MANUFACTURED THIN-PROFILE SHEATHING FIREPLACE ASSEN�LY DOORS � O 5-01007 5cala,5/4" ■ I'-0' 5-01012 5cale+3/4" = I'-0" ATTIC INSULATION WOOD, SOLID GORE (I �/4") 2 17 LU INSULATED METAL DOOR (2") 15.00 ry EILIN6 FRAMING II LOOK GRILLE LU 1 1 }� W HEATH INTERIOR OF LOOR DUCT BOOT POURED CONCRETE PER 0.08 Q " RIGID ATTIC AGGE55 TO ONTINUOUS BEAD OF LECTRIGAL WIRE ''II '' O INSULATION +1" OF INSULATION FLOOR — J-L 1 LEVEL SEAL TOP PLATE z AGGE55 PANEL PLUMBING FIFE Z '_ RAW ACCESS PANEL TOP PLA (� SNUG WITH PERIMETER INSULATED FLEXIBLE DUCT XPANDING FOAM 5CREW 5EALANT 5 EXPANDING FOAM TIE AT INNER LINER SEALANT O O TRIM AS REQUIRED ASTIC AT T� AT LITER INNER -----HALL STUD ^ , _ ^ � � INISH GEILIN6 WALL STiJ �/ v ) AIR SEALING AT ATTIC HATCH//FINISH 5GREwS AIR SEAL AT TOP PLATE PIPE PENETRATION AIR SEAL AT DUCT BOOT AIR SEAL AT TOP PLATE ELECTRICAL PENETRATION 5-02022 5=16,5/4' ■ 1'-O" 5-01023 5caleag/4" = I'-0' 5-0I033 Scale,3/4" = I'-0' 5-01024 5calo:5/4" - 1'-0" N N W m r zz O Q z LU ca Q O p � p i JOIST DETAILS Plate nail-16d(0.135"x 31/2") Load bearing or bracedlshear wall 1Y2'round holes may above(must stack over wall below) y bePlate + Plate nail, 16d(0.135 x 3 Y2") at 12"on Load bearing or braced/shear wall above cut anywhere in web at16' ail,16d(0.135"x3/2') When sheathing thickness exceeds Blocking panel: 1Ya'TJ"Rim Board, must stack over wall below when resent ALLOWABLE HOLES - TJI Joists at 15'on-center at 16"on-center 9 2x_stud wall at Floor panel Hall- t „ + „ ,� ( present) ® outside of hatched zone if �. Blocking panel: trim sheathing tongue at rim board +j•• 1/a or 1/z TimberStrand LSL or No load bearing the are located 3"awa 9 P 9 9 15'on center 8d(0.131"x 2 z)at 6"on . . Y Y 1Y8'TJ"Rim Board,1%"or Web stiffener +�„ TJI oist. wall above horizontally Min.distance from Table A Min.distance from Table B 1 � required on both Plate nail-16d(0.135"x 3 z) Blocking panel: g ) -A.B.,C H t T E G T Sµ JI'TimberStrand LSL or q Web stiffeners required on , (edge-tole. a from a at 16"on-center* 2x4 minimum Web stiffeners 1/s"TJ Rim Board, DO NOT TJI"joist sides at A2W ONLY both sides at A3.4W ONLY + „ 1 „ ' larger hole. TODD O'CON N ELL j Floor anal nail- Sheathing squash blocks required each side 1/a or 1/2 TimberStrand-LSL cutornotch flange. •�' P A R C H I T E C T P.C. 8d 0.131"x 2Yz" at 6"on-center' boundary Halls, at B3W ONLY or TJI"' , -`;r- ( ) 8d(0.131"x 2Y2') 1Y4"or 1 Yz" Rim-to-joist Web Stiffeners required at 4"on-center TimberStrand® %6" Web stiffeners 6 O 6" TODD O'CONNELL, AIA nail each side at A3 W LSL rim board. B1 B1 W Z4 required on both Toe nail-1Od(0.131 sides of both joist 6" L1 2 x D, D1 Closely grou ed round L 2 x L D 1200 Veterans Memorial Highway _ Toe nail, Toe nail, � � 1Y4'TJ"Rim Board, When sheathing P z z z 6" 6" 10d 0.131"x 3" 1 Od 0.131 x 3" 7 „ 12, x 3")at 6"on-center ends at B4W ONLY No field cut minimum holes are permitted if minimum No field cut Do nor cut Suite 120 ( ) ( ) (A3.1/A3.1 W only) thickness exceeds/8 , at 6"on-center in at 6"on-center , 1 •, min. Web stiffeners required DO NOT Holes in (applies to all holes the group perimeter holes in holes larger Hauppauge,NY 11788 1/a or 1 /z TimberStrand LSL. trim sheathing tongue End of joists at on both sides at B1 W j cut holes In cantilever hatched except knockouts meets requirements for harcned +� centerline zones P ) than ie r Web stiffener TJI®rim joist at rim board and B2W ONLY reinforcement. round or square holes. zones cantilever required on both Toe nail-IOd(0.131"x 3") of support P(631)650-6666 q Must have 1314"minimum Install proper blocking to Table A - End Support at 6"on-center P P 9 Blocking panels may required pp F(631)650-6667 * sides at Al W ONLY joist bearing at ends.Attach support all panel edges B2 B2W Blocking panels may be required with braced/shear with braced/shear walls above or B4 B4W Minimum distance from edge of hole to inside face of nearest end support C(516)658-0325 walls above or below—see detail 61 JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE Al A1W A2 A2W A3 A3.1 A3.2 A3.3 B3 B3W O O rim joist per A3 detail. below—see detail B1 *For additional installations specifications see Rim Board A3.4 A3.4 DEPTH TJI *For additional installation specifications see Rim Board Details and Installation In A3W A3.1 *A3.2 VA3.3 P O z" 3" a" 5" sY,' r' ai;' 1r' 13 z" 3" a" 5" sYZ' r' ar;' 1r 13' tr( ,( ., l;> (.r,(;(;f r;O O Nall through 2X_cantilever,wood backer andWeyerhaeuser Installation Guide for Floor and Roof Framing,TJ-9001. W Details and Installation in Weyerhaeuser installation Guide 1Y8"TJ"Rim Board or 1%"or 1Y2'TimberStrand TJI"joist web with 2 rows 10d 0.148"x 3" 110 1'-0" r-6° r-o" 31-01' s I r-o•, r-6" z'-s° 3'-s" 4'-s" ;:r,( f( irr l rt;j;:r•n ,r_r t 3: for Floor and Roof Framing,TJ-9001. Blocking 1 ( ) 9,2, 210 r-0" r-6" z'-6" 30 6-6 'r-0' 2'-0" 2'-6" 4%0" 5%0" LSL.Nail with 10d(0.131"x 3")nails,one each at panel nails at 6"on-center,clinched. 230 1'-6" 2%0" 2'-6" 3'-s" s'-s" P 1 1 " 1'0" 2'-0" 3'0" 4'-6" 5'-0" top and bottom flange. Nail to blocking panel with Use 16d(0.135"x 3/2')nails with 3/2'TJI 3so T-s" 2-0" 3'-0" 4'-0" s'-o" 1'-6" z_-6" 3'-6" 5'-0" 5'-6" connections equivalent to floor panel schedule. joist flange widths. 560 1'-61, z'-s" 3'-6" 5'-0" T-0° F-CP length of TJI''joist 8"diameter maximum hole for 117/8'- 1 ® 1 „ 1 „ " j g 110 r-0" r-o" r-6" 2%0" 2%6" 3'-0" 5'-s^ 1-0" r-6" 2%0' 2'-6" 4'-6" 5'-0" 6'-0" ° reinforcement and filler 16'deep blocking panels;6"diameter 1/s"TJ Rim Board 1/a or 1/z TimberStrand P 9 P ' 210 1'0" 1'-6" 2'-0" 2'-0" 3'-0" 3'-6" 6'-0" 1'-0" 1'-6" 2'-6" 3'-0" 5'0" 5'-6" 6'-6" 9 8"diameter maximum hole for 11/8 g g P v LSL. Nail with 10d 0.131"x 3" nails, j �` 4'-0"length of "_ block. Use 4'-0"ten th maximum for blockin anels 9,2' ( ) Attach reinforcement to joist 11/;' zao r-o" r-s' z'-o° z-s° 3'-0" 3'-s' s'-s" r-o" 2'-0" z'-6° 3'-6" 6-6" 5'-6° 7'-0" 1 . r r 1 11 - 3/4'reinforcement 16"deep blocking panels;6"diameter with 9Y2 and 117/e TJI- deep or shorter than 12"long. one each at top and bottom flange. with one 8d(0.131"x 2Y2) 360 r_6" z-0" 3%0° 3'-s" a'-s" _s-o" r-o"r:6111 r-s" z'-s" 3'-s° 4'-s° s'-s' s'-6, 7'-s"8"diameter maximum hole for i F1 applies to „ ` „ „7 on one side at E2, maximum for blocking panels 9Y2' joists. Do not cut flanges. Attach reinforcement to Joist Hall at each corner sso r-s° 2 s 3'-0" a'-o° s-s" s'-o° a'-o° z-s° 3'-s" 4'-6" 5'-6" 7'-0" 7'-6" 8'-0"Web stiffeners 11/8'-16"deep blocking panels; both sides at E3 with one 8d 0.131 x 2!"' 110 1-0 1-o r-o" r-o 1 s 2-0 3-o ,-o° r-o" r-s° z'-o° 3'-s" a'-o° s'-o" 8'deep or shorter than 12"long. ( z) Horizontal blocking uniformly210 1'-0" 1-0" r-0" r 6' z o rs 3 s r-o r-o" z'-a' z'-s° a'-o" a'-s" s'-6" s'_s"Load from above required on both 5'diameter maximum for Do not cut flan es. 1Y8"TJ"'Rim Board 1Ya"or 1Y2' nail at each cornerr sides at E1 W ONLY blocking panels 9Y2'deep or g panels between each loaded joists 1a" 23o r-o" r-o" r-0" r-6" z-s" z-6" 4%0" T-0" r-o° r-o° z'-o" 3'-0" a'-o° s-o" 7'-0" s_o" TimberStrand LSL.Nail with joist. Nail to to late with shorter than 12"long. - 1 p P � only. 360 1-0 1-0 1-s z-s 3-6 a-o° s-s° s'-o" r-o" r-s° z'-s° a'-o" s'-o° s'-s" e'-o° Do not cut flanges. , 1 1 „ 1Od(0.131"x 3")nails,one 12"length of " connections equivalent to Wood D� Ott` 560 r-o" r-o° z'-0" 3%0" 4'-6" 5%0" s'-s" s'-o" r-s" 3'-0" 4'-0" 5'-0" 7'-0" 7'-s" s'-o° 10'_0" 9 1/8"TJ Rim Board or 1/a"or 1/2 each at to and bottom flan e. �R` t 110 r-o" r-o" r-o" r-o" r-o" r-a' z'-o" 3'-a' s-o" r-o" r-o° r-o° 1'-6" 3%0" 3'-0" 5'-6" Ts" 10'-0" TimberStrand" LSL.Nail with IOd P g one side at E5,n floor panel schedule. backer e5 tt`ae�as°�� 210 1'-0" r-o° r-o" 1'-0" 1'-0" r-6° z'-s" 3'-s° s'-o r-o° r-0° r-o" z'-o" 3-0" 0.131"x 3" nails,one each at : 12"length of 3/4' ��` � c� oa ( ) Attach reinforcement to both sides at E6 g •eye � 1s" 23o r-o" r-o" r-o° r-o° r-s" r-s" 3'-0" a'-o" r-o" r-o° r-a' r-o° z'-o" 3'-6° a'-o" 7'-0° s',o" 11.-0.- top and bottom flange. joist web with 3 rows Full depth vertical reinforcement on one side a�ti�` �� t�`�o 3so , o" r-o- r-o" r-o" z'-6" 2-e" 4'-6" 6'-6" 9'-0" l'-0" 1%0" r-6" _3%0" 5%0° s'-6" s'-o° 10'.0° 10d(0.148"x 3')nails at i;' blocking between at E7,both sides at E8 F1 ° �er9 l� 5so r-o" r-o° r-o° r o° z'-s" 3'-a' s-o" r-s^ 10'-0" r-0" 2%0" 3'-0" 4'-6" s'-s" 7'-0" 10'-0" 11'-a' 12'-0" ' Attach reinforcement - on-center,clinched. Use 2 each joist 4" 6" 7" a" 10" 12" 14%4' 16%" 4" 6" 7" E" 10" 12" 14%" 16%•2x4 minimum to joist flange with rj tt` rows with 91/"and 11 E7 E8 Less than 5" 1!1 squash blocks \�J 2 /a Less than 5" 18„ 360 1'-0" 1'-0" T-0" 2'-0" 4'-0- 5'-6" 9'-6" 1'-0" 3'-0" 4'-6" 6'-0" 17_0" 11'-01, p* 8d(0.131"x 2Y2')nails at 5' ad TJI"joists. * sso r-0" r-o° r-o" 2'-0" 41%6" 7'-0" 10%6" r-o" 5'-0" s'-s° 8'-0" 1r-o° ir-o" 1/a"TJ Rim Board or 2'.��R` on-center.When reinforcing E5 O GaP - WEB STIFFENER ATTACHMENT 20„ 3so 1'-0" r-o" 1'-0° r-0" r-o" 4%0" r-0" 10'-0" r-o° V-s" 3'-0" 4•-6" 8'-0" 11'-s" 1— CS Use 2x4 minimum squash blocks to 1Y4"or 1Y2'TimberStrand"LSL. Face grain a+` . R` both sides,stagger nails. O ci� �- /a minimum 560 r-o° r-o" r-o" r-o" 2'-0" a'-s" e'-s'• ,r-o" r-o" 3'-s" s-o" 7'-0" 1o'-s" 13'-0' O transfer load around TJI®joist Nail with 1Od(0.131"x 3") horizontal E4 Not for use with 3f'"TJI® joist flan a widths - 23/4"maximum N E1 E1W nails,one each at top and E2 O z g 1 „ l" Table B - Intermediate or Cantilever Su ort ci� (1/z for TJl Nailing: pp # bottom flange. EXTERIOR DECK ATTACHMENT Option#1: 560,560D) See table below. Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support Z App/ysubf/oor TJI"joist blocking with end JOIST TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE < Structural exterior sheathing blocks installed at+ joist-span an .I Web stiffener both sides. DEPTH z 3• a" 5" 6Y,' 7" 8%" 1r 13" z" 3" a' S" sY=' 7" aria" 1r' 13' adhesive to all ati P 'C _J Flush bearing plate required. Flashing locations using See table below. 'With point load from above,and no support Manger height must Double TJI"Joist Filler Block: Han�jc er Backer Block: Install tight Maximum Ya"overhang contact surfaces below,install web stiffener tight to top flange ++0 2'-0" 2'-6" 3'-6" 4'-s" T-6" r-s" 2'-6" 3'-6" 5'-6" 6'-6" two 8d(0.113'x 21/2') Tight fit` a at bottom flan , 210 2'-0" 2'-6" 3'-6" 6-0" 8'-0" 2%0" 3'-0" 4'-0" 6'-6" 7%6" be a minimum of 60°1. Attach per the table.Clinch to to flange(tight to bottom permitted at beam. (gap flange) 9"2" Q P P 9 ( 9 P Treated 2x_ nails or V Z ofjOistdepth � 230 2'-6" 3'-0" 4'-0" 5'-6" 8'-6" 2'-0" 3'-6" 4'-6" 6'-6" 7'-6" nails when possible. flange with face mount hangers). ledger tiSQ 2Yz'screws, Depth Minimum Web Nailing Requirements 360 3'-0" a'-0" s'-6" s'-6" s'-o" 3'-0" _4'-s" s'-s" 7'-s" 8'-0' Clinch nails when possible. See fastener '� a typical TJI Joist Series in. Stiffener Size T Number Nails 560 3'-6" 6-0" 6'-0" T-6" 10'-0" 4'-0" 5'-s" s'-s" 1Y8"TJ"Rim Board or 1%" �3 ��ca� YP ( ) Type End Intermediate 110 r-0" r-o" r-s" 2'-6" 4'-0" 4'-6" F-s" r-o" r-s" z'-s" a'-o" 7'-0" r-0" 9'-6"•. � •. table below.Maintain '' 1 ' �Q _- ' v IY Or 1/2'TimberStrand- LSL 110 All 5/g'X 25�g'") 2+0 1'-0" 1'-0" 2'-0" 3'-0" 4'-6" 5'-0" 9'-0" 1'-0" 2'-0" 3'-0" 4'-6" 8'-0" 8'-0" 10'-0" } W `f W H O 2"distance(minimum)from 3 5 n, 8d 11�8' 230 1'-0" 2'-0" 2'-6" 3'-6" 5'-0" 5'-6" 10'-0" 1=0" 2'-6" 3'-6" 5%0" 8'-6" 9'-0" +0'-6" LU Q F N W Top mount edge of ledger to fastener. 210 All /4'x 2/s' 1) X z i--J°,a/ hanger g g 230&360 7 5 (0.113"x 2Y2') 360 2'-0" 3'-0" a'-o" s'-s' 7'-0" r-6" ir-o° 2%0" 3'-6" 5'-0" 7'_0" 9'-6" 9'-6" 11'-0" w w i w o 0 0 Option#2: All /g'x 2/16 3 3 560 T-6" 3'-0" 4'-6" S_6" 8%0" 8'-6" 12%0" 3'_0" 4'-6" 6'_0" 6'_0" 10'-6" 11'-0" _12'_0" 2 = ° \ Fastener Allowable Load 2j(Ibs/bolt) 2x_strapping installed at Y3 16d 110 r-o" r-o" r-0" r-o" 2'-0" 2%6" a'-6" 8'-6" r-o" r-0" r-a' 2'-6" 5'-0" s'-o" 9'-0" 12'-0- 0�~�o o-z° 0 Face mount Backer block Yz"Through bolt joist-span locations using two 560 All 2x412' 1 210 r-o" r-o" r-o" r-o" 2'-s" 3'-0" s-s" 9'-s" r-o" r-a' 2'-0" 3'-s" s'-o" 7'-0" 10'-0" ,3'-0" U o I-m ly 0 ill' � Rim Board Material %"la bolt Yz'Throu h bolt with Air S ace 1 (0.135"x 3/2') IK hanger both sides of web z 9 9 P 2/2 screws per joist,typical 14" 230 r-o" r-o° r-o" 2%0" 3'4' 4'-0" 6%0" 10'-6" 1'-0" 1'-0" 2'-6" 4'-0" 6'-6'• 7'-6° 11'-0" 13-46" ° U1 J J O Q t- 313 } with single TJI"joist 1Y$"TX)Rim Board 13j 480 695 18" 4 4 3so r-o' r-0" 2%0" 3%6" s-6" 6%0" F-6" 12'-6" r-o" 2%0" 4'-0" 5'-s° 9'-0" 10%0" 12'-0" 1a'-10" z =a 0$ li° m 1,a'TimberStrand LSL 610 725 615'^ Option#3: 20' 0.135 x 3 5 5 510o r-o" r-a' r-s° 3'-s" 5'-s° s'-s" 9'-6" 13'-6" 1'-0" 3'-0" 5'-0" T-0" 10'-0" 11'-0" 13'-6" 15'-o" j F Q Z } Q Web stiffeners required if sides of 560D 3, 2x4 1 „ hanger do not:lateral) support at With top mount hangers,backer block required only 1/z TimberStrand"LSL 675 725 Directly applied ceiling 22" ( /z) 6 11 r-o" r-o° r-r' r-o" r-o° r-o" r-s° s-o° s'-s° r-o° r-o" r-o" r-o" 3'-s° a-s° 8'-s" 11'-e° 1s-o" 0 w n o z in H1 g 3 ®, y PP H2 for downward loads exceeding 250 Ibs or for uplift H3 - 24""' 6 13 z10 r-o° 14 1-o^ 1'-a' r-01, 1'-01, 3'-s" s'-o° 10'-0" r-o° r-o" r-o^ it-s" 4'-s° s-s" ,a-o" 1z'-s^ 1s-o" 0~ W W� w p o O least/$'of TJI joist top flange O g P O (1)Corrosion-resistant fasteners required for wet-service applications. PB1 o Z 1-1 0 u1�u1~When Spec On the layout,one Of W 16" 23o 1'-0" 1'-0 1'-0" 1'-0" 1'-6" 2'-0" 4'-0" 6'-6" 11'-0" 1'-0" 1'-0" 1'-0" 2'-6" 5'-0" 6'-0" 10'-6" 13'-6" 16'-6" p- _ IS) N conditions. For nailing requirements see page 5,TJ- O (2)Allowable load determined in accordance with ASTM 07672. O O (1)PS1 or PS2 sheathing,face grain vertical 0 z o_ t the bracing options above is required ( ) g 360 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" 4'-0" 6'-6" 10'-0" 13'-6" 1'-0" 1'-0" 2'-0" 4'-0" T-6" 8%6" 13'-0" 14'-6" 1T-0" W W-Ir=-O(3t i O W V 9001,Weyerhaeuser installation Guide for Floor and (3)1 8 TJ"Rim Board is allowed with joist depths<16"only. g p (I 2 Construction grade or better 5so r-o° r-o" r-o° r-o" z'-s" 3'-s° r-o" ,r-0" 15'-0" 1'-0" 1'-0" 3'-6" 5'-6" 9'-0" 10'-0" 14'-6" 16'-0" 1&'-0" 2 Q,n p O p 41 E _ 0 Roof Framing, TJ-9001. (4)Maximum Yz"shimmed air space. 3 Web stiffeners are always required for 22"and 24"TJI®560D Joists } z ( ) Y q w�Fp zNi-p� U F- 4" 6" 7" 8" 10" 12" 141/a' 16%" 4" 6" 7" 9" 10" 12" 14%1" 163y' O w=Z-Q w 0 p BEAM DETAILS p<� <Vi-x zd FASTENING se FLOOR PANELS 3so r-o' ,'-o" +'-6" 3'-0" 6'-0^ 9'-0" 14'-6" 1'-0' 4'-0" 6%6" 9'-0" 14'-6" i6%6" 19'-0•' o w Guidelines for Closest On Center Spacing per Row FILLER and BACKER BLOCK SIZES +8" Rim Board 13/a' 560 1'0" 1'-0" 1'0" 2'-0" 6'0" 10'-0" 15'6" 1'-0" 6'-0" 8'6" 11'6" 16'6" 16'0" 19'_6" N 0 W p y Lu O p q O m TJI (+ttzl TJI Joists 110 210 230 or 360 560 560D 3so r-o° r-r' r-a' r-o" 3'-0° s'-a" 1r-o" 1s'-0" r-o" r-6" 4'-0" 7'-0" 1r-s" 1s'-s" is'-o" zo'-s" z w d z Nail Size , ® ® L2, 560 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 5'6" 11'-6" 15'6" 1'0" 3'0" 6'0" 8'6" 14'-0" 1T 6' 19'-0" 20'-6" O O p Q W BEARING FOR DOOR BEAM TO BEAM BEARING AT 110,210, 360 and 1/s"TJ TimberStrand LSL TimberStrand LSL Microllam Parallam + „ 7 , - 7 v - 7 _ F tX ui N w BEARING AT WALL and 230 560 Rim Board 1Ya" 1Y2' orwider LVL PSL Depth 9/z Ills 14"-16" g,z Ills 14"-16" 9,z 11/s' 14"-16" 18"-20" 11/a 14"•16" 18"-20" 22"-24" Rectangular holes based on measurementoflongestside. Q N O g (3 k Z z w O OR WINDOW HEADER CONNECTION CONCRETE WALL • Leave Ya'of web minimum at to and bottom of hole.DO NOT cut joist flanges. -g- 1 8d(0.113"x 2Y2'),8d(0.131 x 2Yi') 4" 3" 6 4" 3" 3" 4" 4" Filler Block(11 2x6+3/8' 2x8+3ja^ 2x6+Y2' 2x8+yz^ 2x12+Yz^ Two Two Two Four 3/a"x 15" ( ) p j g im Q id Q Q a N 1/8'TJ Rim Board or Strap per code if top plate 3 2x6 2x8 • Tables are based on uniform load tables in current design literature. 1 ® 10d 0.148"x 3",12d 0.148"x 37a' 4"f 1 4"(31 - (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 sheathing • For simple span(6 minimum),uniformly loaded joists used in residential applications,one maximum size round hole may be located a O>W x-O 0-�0 1Y4'or 1 /2'TimberStrand is not continuous over ( ) ( 1 6" 4" 3" 3" 5" 4° g w v_v u, w nr a LSL or blocking for lateral header 16d(0.162"x 3Yz'") 6 6" 16(al 6'(51 6'Ysl 6"(el 8"(al 6" Cantilever Filler 2x6 2x10 2x6+%a 2x10+3ja" 2x6+Yz" 2x10+Yz" Not at the center of the joist span provided that no other holes occur in the joist. U-U W F f p q iJ su oft 3 „. sheathing sheathing sheathing sheathing Not applicable N~,n o iL z W~_t O �- PP (1)Stagger nails when using 4"on-center spacing and maintain/a joist and panel edge distance.One row of fasteners is permitted(h ro at abutting (Detail E4) 4'-0"long 6'0"long 4'-0"Ion 6-0 Ion 4'-0"Ion 6-0"Ion applicable w 0 Q_j° 0 0 panel edges)for diaphragms.Fastener spacing for TJI"joists in diaphragm applications cannot be less than shown in table.When fasteners spacing for g 9 g 9 ALLOWABLE HOLES - Headers and Beams z N u 0}*,fi z O P P blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI°joists. p 9 Backer Block(11 z N�_ F Strapper code if to o ui W T o- Z (Detail F1 5/8"or %a"or%" t/a"or 1"Net 2x6 2x8 2x12 Two 3/a"x 15 R Q v°1 o u w plate is not continuous (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least/V and staggered. 1^55E TimberStrand'D LSL Headers and Beams v�' -)I, a v � " or H2) sheathing p Q= Q P w K Q w D- over Q column (3)With 10d(0.148"x 1%")nails,spacing can be reduced to 3"on-center for light gauge steel straps. 2 x diameter of the w W 0 n ul Q z Q w$X Top mount (4)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1Y4'(to minimize splitting). Filler 16d(0.135"x 3/z'� = V z i 1-3 �_ o Q Nail Size 10d(0.128"x 3'� largest hole(minimum) i F2 d Q F w O p H O v hanger (5)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1Y4'(to minimize splitting). Backer 1 Od(0.128"x 3") Face mount Protect untreated ( ) 1, g ( P g) Ya depth Column 6 Can be reduced to 3,z'on-center if nail penetration into the narrow edge is no more than 1Ya" to minimizes splitting). Filler - Allowed hole zone wood from direct Nail 15 one side 15 each side 25 each side hanger ■Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings supersede 15 Contact with recommendations listed above. Quantity(2) 15 15 15 I!J iu Backer L1 L2 L3 See current Weyerhaeuser L4 concrete ■Maximum nail spacing for TJI''joists is 18"on-center. -7 ■14 ga.staples may be substituted for 8d(0.113"x 2Yz")nails il'minimum penetration of V into the TJI"joist or rim board is achieved. (1)If necessary,increase filler and backer block height for face mount hangers and maintain Ye"gap at top of joist,see detail W Filler and backer block O O literature for framing connectors O 1 3 „ dimensions should accomodate required nailing wnthout splitting(12"minimum for backer blocks and 24"minimum for filler blocks) 1.55 E TimberStrand@)LSL ■To minimize splitting,maintain edge distance and row spacing of Z/x nail diameter or/,whichever is greater. (2)Clinch nails when possible ■Nailing rows must be offset at least Yz"and staggered. Header or Beam Maximum Round ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuserinstaf/ation Guide for Floor Depth Hole size Multiple-Member Connections for Top-Loaded Beams and Roof Framing, TJ-9001. gYa°gYz' 3" Joists must be laterally supported at 8" 8" 11Ya"-11%8' 35/B, Fastener Installation Requirements O cantilever and end bearings by blocking TJI® joist floor framing does E1 panels,han hangers,or direct attachment to 14"-16" 45/e" Piece #Of Fastener j g P g General Notes see illustration for allowed hoie zone Width Plies Type"' Min. Length #Rows O.C.Spacing Location When fasteners are required on both not require bridging or a rim board or rim joist. 00 • Allowed hole zone suitable for headers and beams with 10d nails 3" 3'2' sides,stagger fasteners on the second mid-span blocking uniform and/or concentrated loads anywhere along the member. BEARING AT P 9 12" side so they fall halfway between -- • Round holes only COLUMN 2 12d-16d nails 3 Y4' 2'2' One side fasteners on the first side. • No holes in headers or beams in plank orientation. Z )) Screws 33/8'or 3Y2' 2 24" W 10d nails 3" J") O Al H2 Other Trus Joist® Headers and Beams / X V 12" Both sides Rim board joint / O < 12d-16d nails 3 Y4' 2'2' DO NOT bevel cut jolst Microllam'" LVL 3 E2 between joists DO NOT overhang seat cuts 1.3E TimberStrand"' and Parallam®PSL O 13/4' 33/a'or 3Y2' Both sides beyond inside face of wall. on beams beyond the inside LSL hole zone hole zone 2 x diameter of the Z Screws 2 24�� Load must be applied evenly across 3 y y3 depth 5" One side entire beam width.Otherwise,use face of support member, largest hole(minimum) O Verify column capacity 10d nails"' 3" 3j2' One side connections for side-loaded beams. DO NOT cut, notch or drill l Q and beam bearing 12" holes in headers or beams L5 length.See current 4 12d-16d nails"' 3 Y4' 2j2' (per ply) d o except as Indicated in Qr 0 Weyerhaeuser literature. 5"or 6" Both sides ° ° illustrations;and tables. Q Screws 6 3/a" 2 24" One side Multiple pieces can be nailed or bolted together to CS L6 form a header or beam of the required size,up to a TJI"'rim joist • •' Microllam LVL and Other Trus Joist©Beams 5"or 6" Both sides maximum width of 7" 1Ya"TJ"Rim Board or Parallam"PSLN N W 1 Screws 3 „ 2 24" L3 1 „ 1 „ ' Header or-Beam Maximum Round \ \ F- 3/2 2 6/4 One side A2 1/a or 1 /z TimberStrand- LSL. allowed hole zone Depth Hole size N d Y2'bolts 8" 2 24" - middle Y3 span 43/8' 1^ N O p (1)1 Od nails are 0.128"diameter;12d-16d nails are 0.148"-0.162'diameter;screws are SDS, SDW, USP WS,or TrussLOK" Ll d 1.3E TimberStrand® LSL allowed hole zoneCOLUMN d , 5Yz 1/° B1 / 7/a-20" 2" DETAILS (2)An additional row of nails is required with depths of 14"or greater. H1 See illustration for Allowed Hole zone (3)When connecting 4-ply members,nail each ply to the other and offset nail rows by 2"from the rows in the ply below. General Notes Qr B2 • Allowed hole zone suitable for headers and beams with uniform loads only. IK BEAM ON ( ) • Round holes only COLUMN CAP NAILING AT BEARING FLOOR L5 TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist B3 • No holes in cantilevers. 1Ye"TJ"Rim Board or (Load bearing wall above) • No holes in headers or beams in plank orientation. 1%"or 1 Y?TimberStrand®LSL. Joist may be shifted up to 3"if Use B1 or B� at One 10d(0.128"x 3") floor panel edge is supported P One 8d(0.113"x 2Y2') nail into each flange O B4 intermediate bearings and span rating is not exceeded. tu nail each side. Drive with load beariingor Do not cut joist flanges. P1 nails at an angle at braced/shear well least 1Y2'from end. Plumbing Drop from above End ofjoists 11 t 3i2'minimum /tI at centerline la-J COLUMN BASE 13/4"minimum end bearing intermediate bearing Also see detail B2 of support L2 (� single-family applications 5Y4'may be required —] O for maximum H1 t O � Shear transfer:Connections equivalent capacity to floor panel nailing schedule ° r Rim to TJI®Joist I ' 1's'TJ"Rim Board, TJI"560 rim joist:Toe ° o lu 1/4'or 1 /2'TimberStrand LSL. Additional joist is required if (� _ or TJI' 110 rim joist: nail with 1 Od(0.128"x 3") floor panel edge is unsupported o l_1 1 nails,one each side of P g PP L4 DO NOT use sawn P2 One 1Od(0.131"x 3")nail into TJI"joist flange TJ[�560 or if span rating is exceeded. °° ° Exterior Deck lumber for rim o each flange LA board or blockin , r n floor joist ° Attachment as it may shrink V TJI"210,230,and 360 rim joist: Y .� Structural 1#---11 One 16d(0.135"x 3Y2')nail into INSTALLATION TIPS a o after installation.ELEVATED sheathing COLUMN BASE �, each flange, " -Subfloor adhesive will improve floor performance,but o 0 , Use only O —3 13/4"minimum bearing With depths>16",use TJI 360 rim joist. may not be required. o engineered lumber. O Top View O Locate rim board joint between joists, o Safety bracing(1 x4 f() •Squash blocks and blocking panels carry stacked Protect untreated wood o minimum)at 8'on-center(6' v , BEAM ATTACHMENT at BEARING vertical loads(details B1 and 62).Packing out the web from direct contact with See ALLOWABLE on center for TJI' n- joists)and Z of a TJI"'joist(with web stiffeners)is not a substitute concrete 1Y2'knockouts ° H3 HOLES extended to a braced end wall. Z 1Y8"TJ`r'Rim Board or for squash blocks or blocking panels. at approximately Fasten at each joist with 1,14"or 1 Y2'TimberStrand"LSL. 12"on-center two 8d(0.113"x 2Y2')nails minimum • '� •When joists are doubled at non-load bearing parallel (see WARNING). partitions,space joists apart the width of the wall for Q Optional plumbing or HVAC. � Bearing plate to be P3 non-shrink TM flush with inside face Drive nails at an See framing plan(if applicable)or (� grout One 10d(0.128"x 3")nail each Weyerhaeuser Installation Guide for Floor -Additional joist at plumbing drop see detail). i of wall or beam m lu side of member at bearing, angle to minimize Y J P 9 p( ) '�Y m � W t g, splitting of plate and Roof Framing, TJ-9000. For minimum (V lY M 1/2'minimum from end end and intermediate bearinglengths.9 A Weyeri meuser (mV ry Z Z Q z This sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001, and the Deep Depth Trus Joist TJI Joist Installation Guide, TJ-9006, which should be referenced for additional information. m 13 Q Z o Q � o TABLE RGO2.5(5) SIZE, HEIGHT AND SPAGINO OF WOOD STUDS a P TABLE R602.3(I) TABLE R602.5(I) BEARING WALLS NON-BEARING WALLS T, 7 F r,' FASTENING SGHEDULE FASTENING SGHEDULE GONTINUED NUMBER AND TYPE NUMBER AND TYPE SPACING OF FASTENERS MAXIMUM SPACING MAXIMUM SPAGINO WHEN MAXIMUM SPAGINO WHEN ? ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER oJa,c SPACING AND LOCATION TEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER a'b'c STUD SIZE LATERALLY WHEN SUPPORTING A 5UPPORTINO ONE FLOOR, SUFPOR71NO TWO FLOORS, MAXIMUM SPADING WHEN LATERALLY LATERA-1-1' ApR C 1 7 C C 5' NTERMED1ArE SUPPORTING TWO UNSUPPORTED UNSUPPORTED - .TODD O'CONNELL ROOF EDGESh SUPPSRTSce (INCHES) UNSUPPORTED STUD ROOF-CEILING ASSEMBLY PLUS AROOF-CEILING PLUS AROOF-CEILING (1NGHE51 HEIGHT `' (FEET) OR A HABITABLE ATTIC, A55EMBLY OR A HABITABLE A55EMBLY OR A HABITABLE SUPPORTING ONE FLOOR STUUD HEIGHT STUD HEIGHT „I: I ARCHITECT P.C. 4-ed BOX (2 �"XO 115") OR (INGHE5) WOOD STRUCTURAL PANELS,5UBFLOOR,ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLE BOARD WALL ASSEMBLY, ONLY (INGHE5) ATTIC, ASSEMBLY (INGHE5) ATTIC A55EMBLY (INGHE5) HEIGHT - (INCHES) - (FEET) (FEET) I BLOCKING BETWEEN CEILING JOISTS OR RAFTER5 3-ed COMMON(2 Y2"X0.131");OR TOE NAIL SHEATHING TO FRAMING [SEE TABLE R602.3(3) FOR WOOD STRUCTURAL PANEL EXTERIOR WALL SHEATHING TO WALL FRAMING] 71 TO TOP PLATE 3-I0d BOX (2 Y"X0.128");OR 30 /e -Y ed COMMON(2'X0.115' NAIL (SLBFLOOR,WALL)I &d COMMON TODD O'CONNELL, AIA 3-3'X0.131 NAILS s Y2"X0.131"9NAIL(roof);or R5R5-OI b 12F (2 3/" x 0.113") nail (rooF) 1200 Veterans Memorial Hi hwa 3-ed COMMON Y"X X ) OR w ed COMMON NAIL (2 Y2"X0.131");or RSRS-OI; f g y 2 CEILING JOST5 TO TOP PLATE O.151");OR PER JOIST,TOE NAIL 31 /s2° - I" (2 3/e" X 0.113")nail (roof) 6 2 Suite 120 3-lad Box (2 Y2"Xo.12e");OR Hauppauge,NY 11788 3-3"XO.131" NAILS 32 Ya" - Ya" Od COMMON (3"XO.Icb^) NAIL;OR b 12 8d (2Y2'X0.13I") DEFORMED NAIL P(631)650-6666 CEILING JOIST NOT ATTACHED TO PARALLEL RAFTER 4-lad BOX(311XC.12b11)OR OTHER kNALL SHEATHING 3 LAPS OVER PARTITIONS 3-I6d COMMON(3 Y2"X0.162");OR F(631)650-6667 (see Section R802.5.2 and Ta'ole b02.5.2) 4-3"XC.131" NAILS 33 FACE NAIL Y" STRUCTURAL CELLULOSIC FIBERBOARD ! I GALVANIZED ROOFING NAIL,T HEAD SHEATHING DIAMETER,OR I Y4" LONG 16 go, STAPLE WITH 3 6 C(516)658-0325 ,'6" or r GROWN 2X4 10 24c- Ibc- -- 24 10 CEILING J0157 ATTACHED TO '=ARALLEL RAFTER 1 5/4" GALVANIZED ROOFING NAIL,�(6" HEAD 2X6 10 24 16 jfsfifrfi,;l,j f'(jjlj; 4 TABLE R8o2.5.2 34 `%2" STRUCTURAL GELLULOSIG FIBERBOARD 24 I6 (HEEL JOINT) (see Section R502.5.2. and Table R502.5.2) FACE NAIL DIAMETER,OR I Y2" LONG 16 oo. STAPLE WITH 3 6 24 20 SHEATHING -r � 24 Yb' OR r CROWN FOR 51; 1 INCH 25.4 mm, I FOOT 504.8mm I Y2" GALVANIZED ROGrING NAIL;STAPLE 4-IOd BOX(3"X0.128") OR 35 Y" GYPSUM SHEATHING GALVANIZED, I):2" LONG; I Y4"5GREWS, _T n a. LISTED HEIGHT ARE DISTANCES BETWEEN POINTS LATERAL SUPPORT PLACED PERPENDICULAR TO THE PLANE OF THE WALL. BEARING WALLS SHALL BE SHEATHED ON NOT LESS THAN ONE COLLAR TIE TO RAFTER,FACE NAIL OR I Y4" X 20ga. 3-IOd COMMON(.l Y�'X0.14e");OR 5 RIDGE STRAP TO RAFTER 4-3"Xo.131" NAILS FACE NAIL EACH RAFTER TYPE w OR s SIDE OR BRIDGING SHALL BE INSTALLED NOT GREATER THAN 4 FEET APART MEASURED VERTICALLY FROM EITHER END OF THE STUD. INCREASES IN UNSUPPORTED HEIGHT ARE PERMITTED t d 1 %"GALVANIZED ROOPING NAIL;57APLE WHERE IN COMPLIANCE WITH EXCEPTION 2 OF SECTION R602.5.1 OR DE51GNE-D IN AGGORDANGE WITH AGGEPTED ENGINEERING PRAGTIGE.36 5/&" GYPSUM SHEATHING GALVANIZED, 1 5/,5" " SCREWS,TYPE W OR S _T , b- SHALL NOT BE USED IN EXTERIOR WALLS / 3-I6d BOX NAILS(3 S" 3"X0.") OR 2 TOE NAILS ON ONE SIDE WOOD STRUCTUUAL PANELS,GO SIVATION suBFLooR uNDERLAYMENT To FRAMING G. A HABITABLE ATTIC A55EMBLY SUPPORTED BY 2X4 STUDS S LIMITED TO A ROOF SPAN OF 32 FEET. WHERE THE ROOF SPAN EXCEEDS 32 FEET, THE WALL STUDS SHALL BE INCREASED TO 3-I0d COMMON NAILS (3"X0.148");OR AND 1 TOE NAIL ON OPPOSITE 2X6 OR THE STUDS SHALL BE DESIGNED IN ACCORDANCE WITH AGGEPTED ENGINEERING PRAGTIGE. 6 RAFTER OR ROOF TRU55 TO PLATE SIDE OF EACH RAFTER OR 3 :: bd DEFORM D (2'X0.120")NAIL;OR 4-IOd BOX(3"X0.128");OR 3? /4 AND LE55 6 12 4-3"X0.131" NAILS TRU55 I ed GO'rWON(2 Y2"X0.13") NAIL ed COMMON(2"XO.131") NAIL;OR TABLE R�02. 0.4- BRAGINO METHODS k•. ': "i 3q Ya Ya r -D (2/2 X0.120") NAIL 6 12 4-I6d (3 2 X0.135") OR ed D_FORMF � " 3-lad COMMON(3"xo.148°);OF - CONNECTION CRITERIA ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS* AS PER g TOE NAIL Od COMMON (3"XO.lae") NA!L;OR 4-lad Box(3°xa12e");oR b 12 METHODS, MATERIAL MINIMUM THIGKE55 FIGURE TABLE R30 .'1 ROOF RAFTERS TO RIDGE,VALLEY OR HIP RAFTERS OR 4-3'XO.131 NAILS ed D-FORMED(2Y2"Xo.120") NAIL FASTENERS 5PAGING ROOF RAFTER5 TO MINIMUM 2" RIDGE BEAM 3-I6d BOX(3 �"XO.1359 OR FOR SI: I inch = 25.4 mm, I foot - 304e mm, I MILE PER HOUR = 044-7 m/s;I ksi = 6.9, 5 MPa EXTERIOR SHEATHING PER ALLOWABLE 2-I6d COMMON(3 Y"XO.162'7;OR TOE NAIL c b" EDGES 12" FIELD STRUCTURAL MEMBER TABLE R602.3 (3) DEFLECTION 3-I0d BOX(3'X0.128);OR a NAILS ARE SMOOTH-COMMON,BOX OR DEFORMED SHANKS EXCEPT WHERE OTHERWISE STATED. NAILS USED FOR FRAMING AND SHEATHING GS-WSP 3-3"XO 151" NAILS CONNECTIONS SHALL HAVE MINIMUM AVERAGE BENDING YIELD STRENGTHS AS SHOWN: e0 K51 FOR SHANK DIAMETER OF O.Ig2 INCH(20d CONTINUOUSLY SHEATHED COMMON NAIL),q0 K51 FOR SHANK DIAMETERS LARGER THAN 0.142 INCH B'JT NOT LARGER THAN 0.IT7 INCH,AND 100 K51 FOR SHANK WOOD 5TRUGTURAL PANEL 3/8 RAFTERS HAVING SLOPES GREATER THAN 3/I2 HALL INTERIOR SHEATHING PER WITH NO FIN15HE-D CEILING ATTACHED TO DIAMETERS OF 0.142 INCH HIRE LE55. VARIES BY FASTENER m 3"X0.131" NAILS O.G. FACE NAIL c. NAILS SHALL BE SPACED AT NOT MORE THAN b INCHES ON CENTER AELIEDGVERTN TABLE R6o2.3 N or R602.3(2) RAFTERS 11- Ibd COMMON(3 �"X0.162") 24' O.G. FACE NAIL b.STAPLES ARE I6 GAGE WIRE AND HAVE AMINIMUM-I/I6-INCH ON DIAMETER WIDTH. e STUD TO STUD(NOT AT BRAGI=D HALL PANELS) ALL SUPPORTS WHERE SPANS ARE 4e INCHES OR GREATER. INTERIOR WALLS AND PARTITION5 r IOd (3"XO.NAIL OR d.FOUR-FOOT BY e-FOOT OR 4-FOOT BY q-FOOT PANELS SHALL E-APPLIED GALLY, H/180 N LS I6" � e.SPACING OF FASTENERS NOT INCLUDED IN THIS TABLE SµALL BE BASED ON TABLE 1111 (2). ! Ibd BOX(3Y2"XC.135,);OR f.WHERE THE ULTIMATE DESIGN WIND SPEED 15 150 MPH OR LE55, NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHING TO EU 05-0b'c FLOORS L/360 In O STUD TO STUD AND ABUTTING STUDS AT INTER5EGTING WALL 3"X0.131" NAILS 12" O.G. FACE NAIL GABLE END WALL FRAMING SHALL EC SPACED 6 INCHES ON CENTER. WHERE THE ULTIMATE DESIGN HIND SPEED I5 GREATER THAN 150 MPH, CONTINUOUSLY SHEATHED 0 � q CORNERS(AT BRACED WALL PANELS) NAILS FOR ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS SHALL BE BE SF'AGED b INCHES ON CENTER FOR MINIMUM 4e INCH WOOD 5TRUGTURAL PANEL 3 SEE METHOD C5-w5F SEE METHOD CS-KSP CEILING WITH BRITTLE FINISHES (INCLUDING L/360 Z DISTANCE FROM RIDGES,EAVES AND GABLE END WALLS;AND 4 INCHES ON CENTER TO GABLE END WALL FRAMING. 7_ PLASTER AND STUCCO) , ` bd COMMON (3 Y2"X0.162") I6" O.G. FACE NAIL _ ADJACENT TO GARAGE b v g. GYPSUM SHEATHING SHALL CONFORM TO A5TM G 13g6 AND SHALL BE INSTALLED IN ACCORDANCE WITH GA 253.FIBERBOARD SHEATHING z OPENINGS I CEILINGS WITH FLEXIBLE FINISHES (INCLUDING L/240 bd COMMON I (3Y2"X0.162") b" O.G. EACH EDGE FACE NAIL SHALL CONFORM TO ASTM G 20b. GYPSUM BOARD) .n 0 BUILT-UP HEADER(2" TO 2" HE:ADER WITHY2" SPACER) h.SPACING OF FASTENERS ON FLOOR SHEATHING EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND REQUIRED Q ALL OTHER 5TRUGTURAL MEMBERS L/24O Z U, I6d BOX(3Y2"X0.135") 12" O.G.EACH EDGE FACE NAIL BLOCKING AND AT FLOOR PERIMETERS ONLY. SPACING OF FASTENERS ON ROOF SHEATHING PANEL EDGES APPLIES TO PANEL EDGES l!( O 5UPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING. BLOCKING OF ROOF OR FLOOR SHEATHING PANEL EDGES PERPENDICULAR TO ij 5-ed BOX(2 Y2"X0.113"9;OR THE FRAMING MEMBERS NEED NOT BE PROVIDED EXCEPT AS REQUIRED BY OTHER FROVISIONS OF THIS GODS.FLOOR PERIMETER SHALL BE EXTERIOR WALLS - WIND LOADa WITH PLASTER OR H/360 Z 4-ed COMMON(2 Y2"X0.131"),OR SUPPORTED BY FRAMING MEMBERS OR SOLID BLOGKING. II CONTINUOUS HEADER TO STUD TOE NAIL '- 4-IOd BOX(3"XOJ2e" I INHERE A RAFTER 15 FASTENED TO AN ADJACENT PARALLEL CEILING J015T IN ACCORDANCE WITH THIS SCHEDULE ,PROVIDE TWO TOE NAILS G5-PF /61I SEE SECTION R602.10.6.4 5EE SECTION R602.10.6 4 STUGC,O FINISHES H ON ONE SIDE OF THE RAFTER AND TOE NAILS FROM THE CEILING JOIST TO Tot PLATE IN ACCORDANCE WITH THIS SCHEDULE. THE TOE NAIL ON CONTINUOUSLY SHEATHED E THE OFF051TE 51D OF THE RATER SHALL NOT BE REO'JIRr_D Z PORTAL FRAME z Ibd GOMMON(3Y2"X0.162") 16" or,. FACE NAIL EXTERIOR WALLS - WIND LOADS- WITH OTHER H/240 �- w p Q to 1-: (3 12 TOP PLATE TO TOP PLATE Z BRITTLE FINISHES OI z K LL lad BOX (3"X0.12e");OR 3"XO.131") NAILS 12" O.G. FACE NAIL a d I ui t F o 0 0 0 TABLE R,502.11 RAFTER OR TRUSS UPLIFT GONNEGTI ON FORGES EXTERIOR WALLS - WIND LOADS WITH FLEXIBLE H/120 Q T N p z_W IL IY I Y2" long X 0.12 dia. t - l9 d to o e-Ibd COMMON (3 �"XO.1629;OR FACE NAIL ON EACH SIDE OF a,b,c,d.e.f.a h FINISHES. ° w O- * z w (for YY thick sheathing) w(L Hi o�v w W 2-Ibd BOX(3 Y2"X0.135");OR END JOINT (MINIMUM 24" LAP FROM WIND ASD POUNDS PER GONNE-GTION) - �- I II 25 II g cy 2-IOd BOX (3"X0.128");OR SPLICE LENGTH EACH SIDE OF CIS-SPB /2 Or /g2 for 1 1/4" long X C.12 dia. n OO-1-10. 1-OO 3 DOUBLE TOP PLATE SPLICE d (for 2%2' thick sheathin ) 3" EDGES 6" FIELD LINTELS SUPPORTING MASONRY VENEER WALL5e L/600 N 0~4-1 o (Y w W 2-3"XO 131' NAILS END JOINT) EXPOSURE B CONTINUOUSLY SHEATHED f11G1XIt11VY1� 161I STRUCTURAL FIBERBOARD galvanized roofing nails or ed common H IU 0 N V IF F N zwo z �atud S OG In (2 Y2" long x 0.151" dia) nails NOTE: L=SPAN LENGTH, H=SPAN HEIGHT lo d N v w o O Z w W ULTIMATE DESIGN WIND SPEED Vult (mph) g a. FOR THE PURP05E OF THE DETERMINING DEFLECTION LIMITS RAFTER OR ROOF SPAN 150 mph 140 mph HEREIN, THE WIND LOAD SHALL BE PERMITTED TO BE TAKIEN Q z IN to I)o V TRUSS SPACING (FEET) AS 0.-1 TIMES THE COMPONENT AND GLADDINO (ASO) LOAIDS (Y w~ Q z o o o V to ROOF PITCH ROOF PITCH FOR 51: I INCH 25.4 mm, FOOT 304.8mm, I degree O.OI 15 Tad, I pound per sa�uare foot=4�.8 N/m2, mile per hour 0.44� m/s. OBTAINED FROM THE TABLE R301.2(2). =w J w o z d Q W U 0 Ibd COMMON(3Y2"X0.162") 16" O.G. FACE NAIL <rj;l2 >5:12 <5: 2 >5:12 a. Adhesive attachment of Hal I sheathing including Method G8, shal not be permitted in Seismic Design Categories G, Do, DI and D2. b. FOR CANTILEVER MEMBERS, L SHALL BE TAKEN A5 TWICE o w F C,o Q CI o p 14 BOTTOM PLATE TO JOINT,RIM JOIST,BAND J015T OR - b. Applies to panels next to garage door opening where supporting gable end Wall or roof load Only. Shall only be used on One Wall THE LENGTH OF THE CANTILEVER.6d BOX(3 Y2"XO.135'7,OR 12 q5 88 122 115 BLOCKING (NOT AT BRACED HALL PANELS) 3"XO.131") NAILS 12" O.G. FACE NAIL of the garage. Jr. Seismic Design Categories Do, DI, and D2 roof covering dead load shall not exceed 3 psi. G. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN Q N 4 N u o o 18 122 112 15i 146 �w w to to w(a 24 14q 13i Iq2 lig G. Garage openings adjacent to a Method GS-G panel Shall be provided with a header in occordonGe with Table R602.5 (1). A fullROOFS OR WALLS OF SUNROOM ADDITIONS OR PATIO z o W n�z W 0 Q N L v 5 3-6d COMMO Box(5 N(3YI XO.I62R"1;OR 2 EACH 16„ Or- FACE NAIIL 12" O.G 28 I6-7 155 216 200 height clear opening shall not be permitted to a Method GS-G panel. COVERS, NOT SUPPORTING EDGE OF GLASS, THE CONTINUOUS O p 'n 1-(u BOTTOM PLATE TO JOINT,RIM JOIST,SAND J015T OR 2-I6 d. Method GS-SFS does not apply In Seismic Design Gate odes D D D Q w O W O u I w o o BLOCKING (AT BRACED WALL PANELS) 4-3"X0.131' NAILS 4 EACH I6 O.G. FACE NAIL 52 05 1-70 240 222 I p y g g O' 2' ALUMINUM 5TRUGTURAL MEMBERS SUPPORTING EDGE OF N IL o z z w o e. Method a plies to detached one and two-famil dwellin s in Seismic De5i n Gate ories D throw h D onl GLASS, THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED IL w vi in W X Q K K 36 203 186 264 244 p y g g g o g 2 y 4-ed BOX(2 "XO.115");OR L/1-75 FOR EACH GLASS LITE OR L/60 FOR THE ENTIRE w 1v_ d u n 0 111 42 230 211 300 2i8 F 3-Ibd BOX COMMON (2 13s");OR 48 258 256 336 511 LENGTH OF THE MEMBER, WHICHEVER IS MORE STRINGENT. 0)o d*=o w w p w1 Fp UFw 4-ad COMMON (2 2"xo.131",OR TOE NAIL 12 126 Ili 162 50 FOR 5ANDWIGH PANELS USED IN ROOFS OR WALLS OF 6 v O'p z o C) ?- 4-IOd BOX(3"xo.12e'7;oR 8 162 14o 20ol Iq4 TABLE: R402.1.4 - 2020 NEW PORK STATE ENERGY CONSERVATION CODE 5UNROOM ADDITIONS OR PATIO GONERS, THE TOTAL LOAD z,-'�'N 6}Q`n 10 o I6 TOP OR BOTTOM PLATE TO S'fUD 4-3" X 0.131 NAILS 7 v w O d_J 24 Iq8 182 255 23i DEFLECTION SHALL NOT EXCEED L/120.3-Ibd BOX(3 "X0.135");OR 28 222 203 2bi 266 o Iu-1 w o 2-I6d COMMON(3Y2"XO16.2 oR END NAIL 6" O.G. EOUIVALI=NT U-FACTORS d. DEFLECTION FOR EXTERIOR WALLS WITH INTERIOR GYPSUM a' >>I a a `n`1 a 2 226 55151 Cl 525 BOARD FINISH SHALL BE LIMITED TO AN ALLOWABLE n u 0 ri w 4 1 l�Z$f-3�$HO 3-I0d Box 3"xo.12a';OR 1 36 2i0 24i 351 325 DEFLECTION OF H/80. 3-3"X0.131" NAILS 42 306 5142B>1 3qq 3�0 CLIMATE ZONE FENESTRATION I SKYLIGHT GEILINO FRAME WALL MASS WALL FLOOR BASEMENT WALL DRAWL SPACE e. REFER TO SECTION Ri05.8.2. 3-Iod Box(3°xo.12a");OR t 48 343 314 44i 414 1'7 TOP PLATES,LAPS AT GORNE'RS AND INTERSECTIONS 2-I6d COMMON(3 Y2"X0.162");OR FAGS NAIL U-FACTOR iJ-FACTOR U-FACTOR U-VALUE U-VALUE U-VALUE U-VALUE WALL U-VALUE 3 3-3"X0.131" NAILS EXPOSURE G 3-ed Box(2 °xT.113");OR ULTIMATE DESIGN WIND SPEED Vult (nr h) ' -7 fL1 e I" BRAGE TO EACH STUD AND PLATE 2-ed COMMON(2 Y115`); 3R OR p 4 0.52 '0.55 0.026 0.060' ,. O.O�iB 0.04-7 0.05Q 2-10d BOX(33X0.12b");OR FACE NAIL RAFTER OR ROOF SPAN 130 mph 140 mph 2 STAPLES /4" TRUSS SPACING (FEET) 3-ed Box 2 "x073°;OR ROOF PITCH ROOF PITCH 5 0.50 0.55 0.026 0.060 0.082 0.033 0.050 0.055 2-5d COMMON(2 Y2"XO 131");OR 19 I" X 6" SHEATHING TO EACH BEARING 2-IOd BOX(3"X0.128");OR <5:12 >5:12 <5:12 >5:12 AS MAX. AS MAX. FACE NAIL PROPOSED AS MAX. -V.I.F. 2 STAPLES, 1"GROWN, ibga.,l 5/4" LONG 12 16I 151 IqP� 186 AS MIN. AS MIN. AS MIN. N/A AS MIN, -V.I.F. -V.I.F. 3- II ed BOX(2 "XT.113");OR 18 20,5 Iq5 25i 242 3-ad COMMON(2 Y2"xo.151"),OR 24 256 25a 51-1 218 3-I0d BOX(3"Xo.12e");OR 28 28q 26q 358 ��5 3 STAPLES, "GROWN, Ibga.,l g/4" LONG 12 O.G. 52 521 2q9 3q8 5-73 TABLE: R402.1.2 - 2020 NEW YORK STATE ENERGY CONSERVATION CODE 20 1" X e" AND WIDER SHEATHING TO EACH BEARING WIDER THAN I" X e" FACE NAIL 56 555 52q a3b 411 Z 4-ed BOX(2 "xo.n3");OR 42 402 5 i5 4qq 46e, INSULATION AND FENESTRATION REOUIREMENTS BY GOMPONENT LU � 3-ed COMMON(2 Y2"XO.131");OR 48 450 420 560 524 V_ 3-I0d BOX (3°xo.125");oR 12 214 v 4 TAPLES, "GROWN, I6go.,1 5/4" LONG 18 2 i 1 2 . 562 522 GLAZED 24 540 51e, 422 5q6 CLIMATE ZONE FENESTRATION SKYLIGHT FENESTRATION GEILING WALL MASS WALL FLOOR BASEMENT WALL SLAB R-VALUE CRAWL SPACE z v 4-5d BOX (2 "X0.113");OR 16' O G 2b 584 558 4i6 446 U-FACTOR b U-FACTOR SHOD b'e R-VALUE R-VALUE R-VALUE i R-VALUE R-VALUE ` & DEPTH d WALL R-VALUE e 21 J0157 TO SILL,TOP PLATE OR GIRDER 3-ed GOMM AILS 32 42 I 3q�' 52q 4q6 - --- - _ _ 3-10d Box( °xo.l2a°);OR TOE NAIL 56 460, 438 5b3 54i 20 OR 42 555 4aq 664 622 I 4 I 0.32 0.55 0.40 r '4q 10 GONT. OR 10 CONT. OR", 22 RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP ed COMMON 3) 4 O.G. TOE NAIL i h 8/13 Iq 0 / 2FT. . a / I 13 + 5 13CAVITY ` O 15 CAVITY as Box (2 xo.Il 48 5 :q 55q i45 6qi � O (2 Y2:X PLATE (ROOF AFPLIGATIONS ALSO) Od BOX (3"XO.12e");OR b" O.G. TOE NAIL ] 0.30 0.55 NR 4q 2O OR h I3/I7 'j0 g 15 GONT. OR IC, / 2FT. 15 GONT. OR Z - 4 Iq CAVITY XO.I AILS FOR SI: I INCH 25.4 mm, I FOOT - 304.8mm, I MILE PER HOUR= 0.44i m/s, 13 + 5 Iq CAVITY 23 I' X 6" SUBFLOOR OR LE55 TO EACH J015T 3-Od BOX JCO.II3";OR POUND -0.454k 1 POUND PER 50UARE FOOT - i,a N/m2, f 14.6 N/m N - BOX 2 (2Y2°xo.l3r');OR - g' � p PROPOSED A5 MAX. -V.LF. P`S MAX. AS MAX. xo.12e'7;OR FACE NAIL -V F -V I F AS MIN. AS MIN. AS MIN. AS MIN. N/A AS MIN. AS MIN. 4 2 STAPLES, I"CROWN, lbga.,l s/W LONG a. THE UPLIFT CONNECTION FORGES ARE BASED ON A MAXIMUM 55 FOOT MEAN ROOF Q 3-Ibd BOX (3Y2'XO.I35"),OR HEIGHT AND WIND EXPOSURE CATEGORY B OR G. FOR EXPOSURE D, THE UPLIFT REFER TO CODE BOOK FOR 5UPPLEMEN7 LETTER FOOT NOTES N O 24 2" 5UBFLOOR TO JOIST OR GVRDER 2-I6d COMMON(3 Y2"X0.162") BLIND AND FACE NAIL CONNECTION FORGE SHALL BE SELECTED FROM THE EXPOSURE G PORTION OF THE TABLE USING THE NEXT HIGHEST TABULATED ULTIMATE DESIGN WIND SPEED. THE 3-Ibd Box(3 2'XO 155");OR 2s 2° PLANKS(PLANK 8 BEAM - FLOOR a ROOF) AT EACH BEARING, FAGS NAIL ADJUSTMENT GOEFFIGIENTS IN TABLE R301.2(3) SHALL NOT BE USED TO MULTIPLY THE TABLE R5®�.2.I N � � 2-I6d COMMON(3Y2°x0.162") TABULATED FORGES FOR EXPOSURE G AND D OR FOR THE OTHER MEAN ROOF PLAGEMENT OF LAO 5GREWS AND BOLTS IN DECK LEDOERS AND BAND JOISTSaJ u� 3-I6d COMMON (3 "X0.162") }{EIGHTS. 26 4-10 BOX(3"X0.12e");OR BAND OR RIM JOIST TO JOIST 4-3"X0.131" NAILS ;OR b.THE UPLIFT GONNEGTION FORGES INCLUDE AN ALLOWANCE FOR ROOF AND GEILING 4-5"X 14go. STAPLES,a"CROWN END NAIL ASSEMBLY DEAD LOAD OF 15 PSF. MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS NAIL EACH LAYER AS FOLLOW5 c. THE TABULATED UPLIFT CONNECTION FORGES ARE LIMITED TO A MAXIMUM ROOF TOP EDGE BOTTOM EDGE ENDS ROW SPACING 20d COMMON (4"XO.Ig2");OR 52"O.G. AT TOP AND BOTTOM OVERHANG OF 24 INCHES. AND STAGGERED a d d. THE TABULATED UPLIFT CONNECTION FORGES SHALL BE PERMITTED TO BE LEDGER 2 INCHES 3/4 INCH 2 INGHESb I 5/8 INGHESb od Box (3°xo.12a^);OR AN O.C.0 FACE NAIL AT TOP MULTIPLIED BY 0.-75 FOR GONNEGTION5 NOT LOCATED WITHIN 8 FEET OF BUILDING 11 II ,,27 BUILT-UP GIRDERS AND BEAM°i, 2-INCH LUMBER LAYERS 3"X0.131" NAILS AND BOTTOM STAGGERED ON BAND JOIST 5/4 INGH 2 INGHE5 2 INGHESb 15/8 INGHESb J-H o�Pos1TE SIDES CORNERS. AND: e. FOR BUILDINGS WITH HIP ROOFS WITH 5:12 AND GREATER PITCH, THE TABULATED 2-20d COMMON (4"XO.Ig2');OR FACE NAIL AT ENDS AND UPLIFT GONNEGTION FORGES SHALL BE PERMITTED TO BE MULTIPLIED BY 0.-10. THIS FOR sI: I INGH=25.4 MM 3-Iod BOX (3"X0.128");OR AT EACH SPLICE a. LAG SCREWS OR BOLTS SHALL BE STAGGERED FROM THE TOP TO THE BOTTOM ALONG THE HORIZONTAL RUN OF THE DECK LEDGER IN ACCORDANCE WITH FIGURE R5o7.2.l(I). 3-3"Xo.151" NAILS REDUCTION SHALL NOT BE COMBINED WITH ANY OTHER REDUCTION IN TABULATED b. MAXIMUM 5 INCHES. - FORGES. C. FOR ENGINEERED RIM JOISTS,THE MANUFACTURER'5 RECOMMENDATIONS SHALL GOVERN. d 4-I6d BOX(3 (5,435'7�R f. FOR WALL TO WALL AND WALL TO FOUNDATION GONNEGT OHS, THE UPLIFT d. THE MINIMUM DISTANCE FROM BOTTOM ROW OF LAG 5GREWS OR BOLTS TO THE EDGE OF THE LEDGER SHALL BE IN ACCORDANCE WITH FIGURE R501.2.1(U. _ 2e LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 3-I6d COMMON(3 Y2°X0.1 F, OR AT EACH JOIST OR RAFTER, CONNECTION FORGE SHALL BE PERMITTED TO BE REDUCED BY 60 plf FOR EACH FULL O 4-IOd BOX(3"X0.128");OR FAGS NAIL 4-3"XO 131 NAILS WALL ABOVE. TABLE R602.10.5 2q BRIDGING OR BLOCKING TO JOIST 2-I0d (3"XO.I2e'7 or 2-ed common g. LINEAR INTERPOLATION BETWEEN TABULATED ROOF SPANS AND WIND SPEEDS EACH END,Toy NAIL MINIMUM LENGTH OF BRACED WALL PANELS LU (2/2" x o.131";or 2-3° x o.131") na�Is SHALL BE PERMITTED. h. THE TABULATED FORGES FOR A 12-INCH ON CENTER SPACING SHALL BE PERMITTED MINIMUM LENGTH TO BE USED TO DETERMINE THE UPLIFT LOAD IN POUNDS PER LINEAR FOOT. METHOD (INCHES) CONTRIBUTING 1 ADJACENT CLEAR WALL HEIGHT LENGTH � ` OPENING HEIGHT (INCHES) /\�`_ O TABLE R602.5(5) (INCHES) 8 FEET 9 FEET 10 FEET II FELT 12 FEET LH WOOD PANEL WALL SHEATHING FASTENING SGHEDULE abc TABLE R50-7.2 G5-WSP < 64 24 2-7 30 33 36 ACTUAL MINIMUM NAIL MINIMU'-1 WOOD MINIMUM NOMINAL MAXIMUM WALL PANEL NAIL SPACING ULTIMATE DESIGN WIND DEGK LEDGER GONNEGTION TO BAND J015ToJo O �z STRUCTURAL PANEL THICKNESS STUD SPACING SPEED VULT(MPH) (DEGK LIVE LOAD=40 PSF, DEGK DEAD LOAD=10 PSF, SNOW LOAD < �-® i�SF SIZE PENETRATION PANEL SPAN (INGHE5) (INCHES) EDGES FIELD WIND EXPOSURE CATEGORY (INCHE-S) RATING (INGHE5 O.G) (INGHE5 O.G.) g G D CONNECTION DETAILS J015T SPAN O O bd COMMON 1.5 24/0 3/b 16 6 12 140 115 Ilo 6' AND LESS b' I" TO 6' &T' To 10' 10'l TO 12' 12'1 TO 14' 14'1" TO 16' - (2.0"X0.113") ON-CENTER SFAGING OF FASTENERS ed COMMON I6 b 12 I"TO 140 135 INCH DIAMETER LAG SCREW v I L�5 :24/16 7/I6 c,d (2.5"X0.131") 24 6 2 140 115 I10 WITH Z INCH MAXIMUM SHEATHING 30 23 le 15 13 11 10 FOR 51; 1 Inch = 25.4 mm, I MILE PER HOUR = 0447 m/s � INCH DIAMETER BOLT WITH� INCH z MAXIMUM SHEATHING d 36 36 34 2q 24 21 Iq a. PANEL STRENGTH AXIS PARALLEL OR PCRPENDIGULAR TO SUPPORT. THREE-PLY PLYWOOD SHEATHING WITH STUD SPACING MORE THAN 16" ON CENTER SHALL EE APPLIED WITH PANEL STRENGTH AXIS PERPENDICULAR TO SUPPORT. INCH DIAMETER BOLT WITH I-INCH 36 36 29 24 21 e 6 Q b. TABLE BASED ON WIND PRE55URE5 ACTING TOWARD AND AWAY FROM BUILDING SURFACES IN ACCORDANCE WITH SECTION R301.2. MAXIMUM SHEATHINGe LATERAL BRACING REQUIREMENTS SHALL BE IN ACCORDANGE WITH SECTION R602.10. FOR 51: 1 inch = 25.4 mm, I foot =5049, mm, I pound per scpo,e Foot = 0.04'tq kPa c. WOOD 5TRUGTURAL PANELS HITH SPAN RATINGS OF WALL-16 OR WALL-24 SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 24/0 a. Ledgers shall be flashed in accordance with Section R-7034 to prevent water from contracting the house band Joist. Q SPAN RATING. PLYWOOD SIDING RA--ED 16 O.G. OR 24 O.G. SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 24/I6 SPAN RATING. b. Snow load shall not be assumed to act concurrently with live load. m w WALL-16 AND PLYWOOD SIDING I6 O.G. SHALL BE USED WITH STUDS SPACED NOT MORE THAN 16" ON CENTER c. The tip of the lag screw shall fully extend beyond the inside face of the band joist. d. 5heathing shall be wood structural panel or solid sawn lumber N ry 0 e. Sheathing shall be permitted to be wood structural panel,gypsum board,fiberboard, lumber or foam sheathing. fn T Z Up to 1/2-inch thickness of stacked washers shall be permitted to substitute For up to 1/2-inch of allowable N N N Z sheathing thickness where combined with wood panel or, lumber sheot"Ing O Q Ztu e Q Q Q N EL_ i GENERAL CONDITIONS UNLESS OTHERWISE NOTED, GENERAL FIREPLACE ASPHALT ROOF SHINGLES 2020 NYSEGG -AIR LEAKAGE: CONDITIONS OF THE GOW-RAGT FOR FIREPLACE OPENING AND FLUE SIZE INSTALLED AS PER SECTION R�105.2 -JOINTS, PENETRATIONS, AND ALL 2020 EGG OF NEW YORK STATE: J. MINIMUM DESIGN DEAD LOADS A5 PER ASGE ��-� � : MINIMUM INSULATION THIGKNE55 FOR GIRGULATING HOT WATER PIPES ',�'' CONSTRUCTION, AIA DOCUMENT-201 TO BE AS INDICATED ON DRAWINGS. OF THE NEW YORK STATE RESIDENTIAL OTHER SUCH OPENINGS IN THE R401.3: PERMANENT CERTIFICATE - SHALL BE COMPLETED BY THE '1-16 - CHAPTER 3 TABLE G31 INSULATION THIGKNE55 IN INCHES BY PIPE SIZES ~ 4/87 SHALL APPLY. THE GONTRAGTOR PROVIDE OUTSIDE GCYDU5710N AIR CODE ALL SLOPED ROOF SHINGLES BUILDINGS ENVELOPE THAT ARE BUILDER OR REGISTERED DESIGN PROFESSIONAL AND POSTED IN SHALL OBTAIN CERTIFICATE OF WITH 6" DUCT AND DAMPER EACH SIDE SHALL BE GAF-GLASS-A ASPHALT 5OURGES OF AIR LEAKAGE MU57 BE THE UTILITY ROOM OR OTHER APPROVED LOCATION INSIDE THE COMPONENT LOAD HEATED WATER NON-GIRGULATING RUNOUTS CIRCULATING MAINS AND RUNOUTS OCCUPANCY. SUBSTITUTIONS SHOULD FOR A TOTAL RECOVERY GAPAGITY ROOF SHINGLES OR APPROVED SEALED. BUILDING. (psF) TEMPERATURE (F) UP TO 1" UP TO 1.25" 1.5" TO 2.0" OVER 2'' A" c H i 7 E c r s NOT BE MADE WITHOUT WRITTEN OF 150 CFM MIN. MAINTAIN MAXIMUM EQUAL. SHINGLES SHALL BE APPLIED -RECESSED LIGHTS MUST BE TYPE IC C E I L I N G 5 170-180 0.5 I 0 TODD O'CONN P.C. AUTHORIZATION BY THE ARCHITECT. R402.2.4: ATTIG OR CRAWL SPACE ACCESS - SHAL_ BE 1.5 2.0 A R c H I T E c T P.c. 20 GFM INFILTRATION THROUGH THE OVER 15# ASPHALT FELT WITH RATED AND INSTALLED WITH NO ACOUSTICAL FIBER BOARD I.o 140-160 O.5 O.5 O 1.5 ` THE PREMISES SHALL BE KEPT FLUE WHEN NOT IN USE PROVIDE GAF-WEATHER-WATCH ICE AND WATER PENETRATIONS, OR TYPE IC, OR NON-IC, WEATHER-STRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO 100-130 O.5 0.5 REASONABLY GLEAN AT ALL TIMES. FIREPLACE OPENING WITH GLASS BARRIER APPLIES AT EAVES, RATED INSTALLED INSIDE AN THE INSULATION ON THE SURROUNDING SURFACES. GYPSUM BOARD (per S INCH thickness) 055 0.5 I.O TODD O'CONNELL, AIA AT THE COMPLETION OF WORK, THE DOORS TO CONFORM TO THE 2020 VALLEYS AND FLASHING. ROOFING APPROPRIATE AIR-TIGHT ASSEMBLY (1/2 INGHE5) (2.2) GONTRAGTOR SHALL REMOVE ALL NYSEGG. FIREBOX TO BE COMPLETELY CONTRACTOR TO PROVIDE ALL WITH 0.5" CLEARANCE FROM R402.4: AIR LEAKAGE - BUILDING THERMAL ENVELOPE SHALL BE (5/8 INCHES) (2.75) 1200VeteransMemorialHighway WASTE MATERIALS, TOOLS, RUBBISH, CONSTRUCTED TO LIMIT AIR LEAKAGE TO < 5 AIR CHANCES PER MECHANICAL DUCT ALLOWANCE T �� MINIMUM INSULATION THICKNESS FOR HVAG PIPES Suite LINED WITH FIREBRICK. PROVIDE MIN. FLASHING NECESSARY FORA COMBUSTIBLE MATERIALS AND 3" - 4.0 Hauppauge,NY11788 ETC., GLEAN GLA55 AND LEAVE WORK &" FIREPLACE WALL THIGKNE55 WITH WATERTIGHT, WEATHERPROOF JOB. CLEARANCE FROM INSULATION HOUR. SUSPENDED 57EEL CHANNEL SYSTEM 2.0 BROOM CLEAN UNLESS OTHERWISE 4" NON COMBUSTIBLE FIRE STOPPING ROOFING 15 TO BE APPLIED IN STRICT PIPING SYSTEM FLUID TEMP. INSULATION THICKNESS IN INCHES BY PIPE SIZE P(631) 650-6666 WOOD FURRING SUSPENSION SYSTEM 2.5 F(631) 650-6667 SPECIFIED. THE CONTRACTOR SHALL R: R402.4.1.1: INSTALLATION - THE COMPONENTS OF THE BUILDING TYPES RANGE (F) CONSTRUCTION. MANUFACTURES SPECIFICATIONS. REQUIRED O O RA � THERMAL ENVELOPE SHALL BE INSTALLED IN AGGORDANGE WITH 2" RUNOU75 I" AND LE55 L25" TO 2" 2.5" TO 4" BETWEEN COMBUSTIBLE WOOD FRAME ACCORDANCE WITH THE VAPOR BETA CARRY WORKMAN'S GOMi ENSATION - N THE WARM-IN-WINTER HEATING SYSTEMS C(516)658-0325 AND GENERAL LIABILITY INSURANCE. CONTRACTOR SHALL SUPPLY COLOR SIDE OF ALL -VENTED F �D E CRITERIA LISTED IN TABLE 402.4.1.1. WHERE REQUIRED BY G O V E R I N G S, ROOF, AND W A L L ALL SHALL COMPLY WITH STATE AND CODE OFFICIAL, AN APPROVED THIRD PARTY SHALL INSPECT ALL LOW PRESSURE/TEMPERATURE 201-250 I.O 1.5 1.5 , FOUNDATION WATERPROOFING SAMPLES OF THE SHINGLES FOR CEILINGS, WALLS, AN[:) FLOORS. ASPHALT SHINGLES 2.0 LOW TEMPERATURE 2 O LrrXr,rtrr,,rdf r I� 71,ff a:„.f Y�(i5 LOCAL CODES AND ORDINANCES. THE INSTALL TWO LAYERS OF TOWELED ON OWNER'S APPROVAL, PRIOR TO COMPONENTS AND VERIFY COMPLIANCE. 120-200 O.5 I.O 1.0 1.5 Lf< ,,r� CONTRACTOR SHOULD FU-LY FIBERGLASS MASTIC. (FED. SPEC,. INSTALLATION. MATERIALS IDENTIFICATION: GYPSUM SHEATHING, 1/2-in. 2.0 STEAM CONDENSATE GUARANTEE HIS WORK AND THE WORK -MATERIALS AND EQUIPMENT MUST BE R402.4.1.2: TESTING - BUILDING OR DWELLING UNIT SHALL BE INSULATION, ROOF BOARDS (per inch thickness) (FEED WATER) ANY 1.0 1.0 1.5 2.0 S.S.C. 153 TYPE-I) MEMBRANE TO BE OF HIS SUBCONTRACTORS FORA CONTINUOUS FROM TOP OF INSULATION INSTALLED IN ACCORDANCE WITH THE TESTED AND VERIFIED AS HAVING < 3 AGH50 IN GZ4.A, 5, A6A. FIBERBOARD 1.5 COOLING SYSTEMS PERIOD OF ONE YEAR AFTER TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. PERL17E FOUNDATION AND EXTEND TO LAP ALL EXTERIOR WALLS AND ROOFS MANUFACTURER'S INSTALLATION 0.8 COMPLETION OF THE PROJECT UNLESS POLYSTYRENE FOAM O2 CHILLED WATER, REFRIGERANT 201-250 1.0 1.5 1.5 2.0 EDGE OF FOOTING. SHALL BE INSULATED WITH FOIL INSTRUCTIONS. URETHANE WITH FOAM FOAM 0.5 OTHERWISE SPECIFIED. ALL WORK FACED FIBERGLASS BATT INSULATION -MATERIALS AND EQUIPMENT MUST R402.4.4: COMBUSTION CLOSETS - ROOMS CONTAINING AND BRINE 120-200 0.5 1.0 1.0 1.5 SHALL BE PERFORMED IN FIRE BLOCKING BY JOHN MANVILLE OR APPROVED IDENTIFIED 50 THAT THE COMPLIANCE FUEL-BURNING APPLIANCES REQUIRE SPECIAL DARE. PLYWOOD (per 1/5- FIRE THIGKNE55) O.4 ACCORDANCE WITH GOOD BUILDING FIRE BLOCKING SHALL BE PROVIDED, EQUAL, FOIL TO BE PLACED TOWARD CAN BE DETERMINED. EXCEPTION: DIRECT VENT APPLIANCES WITH BOTH INTAKE AND RIGID INSULATION, 1/2-In. 015 PRACTICES. THE CONTRA;TOR SHALL AS PER SEGTION R502.13 OF THE WARM SIDE. PROVIDE 11/2" RIGID -MANUFACTURER MANUALS FOR ALL EXHAUST PIPES INSTALLED CONTINUOUS TO THE OUTSIDE s R301.2.2. PROTECTION OF OPENINGS, EXTERIOR GLAZING IN BUILDINGS LOCATED IN p k� Vat INDEMNIFY AND HOLD HARMLESS THE - SKYLIGHT, METAL FRAME, g" WIRE GLASS 8.0 WINDBORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. RESIDENTIAL CODE OF NEW PORK FOAM INSULATION ON ALL EXTERIOR INSTALLED HATING AND COOLING OWNER, ARCHITECT, AND THEIR STATE, TO GUT OFF ALL CONGEALED FOUNDATION WALLS FROM FOOTING EQUIPMENT AND SERVICE WATER R403.3.2: DUCT SEALING DUCTS, AIR HANDLERS, A\D FILTER WOOD SHEATHING (PER INCH THIGKNE55) 5.O GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE AGENTS AND EMPLOYEES FROM AND DRAFT OPENINGS (BOTH VERTICAL TO 6"BELOW FINISHED GRADE UNLESS HEATING EQUIPMENT MUST BE BOXES SHALL BE SEALED. WATERPROOFING MEMBRANE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E Igg6 AND ASTM E 1886 A5 AGAINST ALL CLAIMS, DAMAGES, AND HORIZONTAL). OTHERWISE SPECIFIED. DARE SHOULD PROVIDED. BITUMINOUS, SMOOTH SURFACE MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR 1.5 WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF AN IMPACT-RESISTING ! #LOSES AND EXPENSES, INCLUDING -INSULATION R-VALUES AND GLAZING R403.3.3: DUCT TESTING - DUCTS SHALL BE PRESSURE TESTED TO SINGLE-PLY SHEET WATERPROOFING MEMBRANE o.7 PROVIDE FIRE BLOCKING IN BE TAKEN NOT TO DAMAGE STANDARD OR ANSI/DASMA 115. (SEE TABLE BELOW) ATTORNEYS FEES AR151Nc� OUT OF OR DETERMINE AIR LEAKAGE. CONGEALED SPACES OF STUD WALLS FOUNDATION WATERPROOFING. U-FACTORS MUST BE CLEARLY F L O O R F I L L RESULTING FROM THE PERFORMANCE MARKED ON THE BUILDING PLANS OR EXCEPTION: DUCT LEAKAGE TEST IS NOT REQUIRED WHERE EXCEPTION: AND PARTITIONS, INCLUDING FURRED OF THE WORK PROVIDED THAT ANY 5PAGES AT THE CEILING AND FLOOR OLA55 WINDOWS AND DOORS SPECIFICATIONS. THE DUCTS AND AIR HANDLERS ARE LOCATED ENTIRELY WITHIN LEIGHT WEIGHT CONCRETE, PER INCH go WOOD STRUCTURAL PANELS WITH A THIGKNE55 OF NOT LESS THAN %6 INCH AND A m SUCH CLAIM, DAMAGE, LOSS OR THE BUILDING THERMAL -ENVELOPE. SPAN OF NOT MORE THAN b FEET SHALL BE PERMITTED FOR OPENING PROTECTION. ly EXPENSE (A) IS ATTRIBUTABLE TO LEVELS. CONGEALED HORIZONTAL TO BE INSTALLED AS PER SECTION SAND, PER INCH 5.0 PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING 5URROUNDINO THE Y' FURRED SPACES SHALL ALSO BE FIRE R308 OF THE RESIDENTIAL CODE OF DUCT INSULATION: STONE GONGRETE, PER INCH 120 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE O BODILY INJURY, SICKNESS, DISEASE BLOCKED AT INTERVALS NOT NYS. ALL GLASS 15 TO BE INSULATED -SUPPLY DUCTS IN UNCONDITIONED R403.3.5: BUILDING CAVITIES - SHALL NOT BE USED AS DUCTS OR PREDRILLED AS REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED E- OR DEATH OR TO INJURY TO OR ATTICS OR OUTSIDE THE BUILDING PLENUMS FLOORS AND FLOOR FINISHES Z # DESTRUCTION OF TANCIB'_E PROPERTY EXCEEDING 10 FEET. LOW-E UNLESS OTHERWISE SPECIFIED. WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENTS SHALL BE DESIGNED TO GLASS SUBCONTRACTOR SHALL NOT MUST BE INSULATED TO R-,5. GERAMIG OR QUARRY TILE (3/4-in.) RESIST THE GOMPONET AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH (OTHER THAN THE WORK ITSELF PLUMBING INSTALL CLA55 UNTIL PROPER -RETURN DUCTS IN UNCONDITIONED R403.4: MECHANICAL SYSTEM PIPING INSULATION - CARRYING ON 1/2-in. MORTAR BED 16.0 EITHER TABLE R301.2(2) OR ASGE 7, WITH THE PERMANENT CORROSION-RESISTANT -� INCLUDING THE L055 OR USE CONTRACTOR SHALL INSTALL WATER CLEARANCES ARE PROVIDED. ALL ATTICS OR OUTSIDE THE BUILDING FLUIDS >105°F OR <55°F, INSULATE TO R-3 MIN. ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE � RESULTING THERE FROM). (5) 15 SUPPLY AND SANITARY SYSTEM AS SLIDING GLASS DOOR5, SKYLIGHTS MUST BE INSULATED TO R-4. CERAMIC OR QUARRY TILE (3/4-in.) BUILDING. ATTACHMENT IN AGGORDANGE WITH TABLE R301.2.1.2 15 PERMITTED FOR Z CAUSED IN WHOLE OR IN PART BY ANY INDICATED. PROVIDE HOT AND GOLD AND/OR WINDOWS AS REQUIRED BY -SUPPLY DUCTS IN UNCONDITIONED ON MEGHANIGAL VENTILATION - THE BUILDING SHALL BE ON I-in. MORTAR BED BUILDINGS BUILDINGS WITH A MEAN ROOF HEIGHT OF 45 FEET OR LESS WHERE THE ULTIMATE Z NEGLIGENT ACT OR OMISSION OF THE SHUT-OFF VALVES AT ALL FIXTURES. CODE, SHALL BE INSULATED SPACES MUST BE INSULATED TO R-8. PROVIDED WITH VENTILATION THAT MEETS THE REOU REMENTS OF DESIGN WIND SPEED, IS 1,50 MPH OR LESS. CONTRACTOR, ANY SUBCONTRACTOR, ALL WATER PIPING TO HAVE TEMPERED GLAS5. ALL GLASS DOORS -RETURN DUCTS IN UNCONDITIONED 2020 NYS RESIDENTIAL CODE GONGRETE FILL FINISH (PER INCH THIGKNE55). 1.0 ANYONE DIRECTLY OR INDIRECTLY GLEANOUTS AT ALL CHANGES OF AND WINDOWS SHALL BE INSTALLED IN SPACES (EXCEPT BASEMENTS) MU57 HARDWOOD FLOORING, 7/7-in. 4.0 7AE3LE R50I.2.I .2: WINDBORNE DEBRIS PROTECTION FASTENING } wpQtu � p EMPLOYED BY ANY OF THEM, OR THE MECHANICAL VENTILATION RATE SHALL BE NO GREATER SCHEDULE FOR WOOD STRUCTURAL PANELS m o"'z �' DIRECTION AND AT BASE OF 5TRIGT ACCORDANCE WITH THE BE INSULATED TO R-2. LINOLEUM OR ASPHALT TILE, 1/4-in. I.O o p'� 0) ANYONE FOR WHOSE ACTS ANY OF VERTICAL WASTES. USE 4" CAST IRON MANUFACTURES SPEGIFIGATION5. ALL -INSULATION 15 NOT REQUIRED ON THAN y N, Q= o THEM MAY BE LIABLE REGARDLESS THROUGH FOUNDATION WALL PITCHED WINDOWS ARE TO BE CAULKED 0.01 X GFA + 7.5 X (# OF BEDROOMS + 1) MARBLE AND MORTAR ON STONE-CONCRETE FILL 55.0 FASTENER SPACING AND RETURN DUCTS IN BASEMENTS. s na o F_ wu_,- o20wzua OF WHETHER OR NOT IT IS CAUSED IN GFA = CONDITIONED FLOOR AREA SLATE (PER mm THIGKNE55) 15.0 FASTENER TYPE 4 FOOT 6 FOOT d o m i T MIN. I/8 PER FOOT. TRAP/WASTE SEALED AS PER 2020 NYSEGG � o��a a F o 0 PART BY A PARTY INDEMNIFIED SIZES FOR FIXTURE5 SHALL BE AS REQUIREMENTS. PROVIDE FLASHING DUCT CONSTRUCTION: SOLID FLAT TILE ON I-in. MORTAR BASE 23.0 PANEL SPAN < PANEL SPAN < PANEL_ SPAN n z F Q Q a W o a HEREUNDER. ALL MATERIALS, FOLLOWS: PANS UNDER ALL SLIDER, DOORS, AND -ALL JOINTS, SEAMS, AND R403.7: EQUIPMENT SIZING - PER ALGA MANUEL 5, BASED ON <4 FOOT <_ 6 FOOT < 8 FOOT z w 0;z o�u �0 ASSEMBLIES, AND METHOD OF SUSFLOORI NG, 3/4-in. "'�w d z N p DISH WASHER 1 1/2" WINDOWS WITHIN A 6" OF AN EXTERIOR CONNECTIONS MUST BE SECURELY LOADS CALCULATED PER ALGA MANUEL J. 5.0 NO. 8 WOOD 5GREW �of i~o o z m w CONSTRUCTION INCLUDING BUT NOT KITCHEN SINK 1 112" SURFACE. ALL EXTERIOR DOORS ARE FASTENED WITH WELDS, GASKETS, FLOORS, WOOD JOIST (no plaster) 12-,. i0.0. BASED ANCHOR WITH 2 16 10 o Z�w`_j i w T Q o v of �r O.G. O.G. � Q-$� CNN v LIMITED TO FORM-WORK, R404.1: LIGHTING - A MINIMUM OF 510% OF PERMANENTLY JOIST SIZES (in.) � � INCH EMBEDMENT LENGTH �tu�°d z d o�z W V LAVATORY I I/4 TO BE FULLY WEATHER-STRIPPED. MASTICS (ADHESIVES), (�B/�T l fLB/FT 1 BLOCK-WORK, FRAMING, 'MAILING, SHOWER 2" PROVIDE ALL SCREENS AND MASTIC-PLUS-EMBEDDED-FABRIC, OR INSTALLED FIXTURES MUST HAVE HIGH-EFFICIENCY LAMPS. *�}av*°om°N v O PLACING OF CONCRETE, ETC. ARE TO TOILET 5" HARDWARE AS REQUIRED. ALL GLASS TAPES. DUCT TAPE 15 NOT LOW-VOLTAGE LIGHTING EXEMPT 2x6 6 5 NO. 10 WOOD 5GREW o�„$o o Q a o n Ili x BE CAREFULLY SUPERVISED BY THE 2x8 BASED ANCHOR WITH 2 04 Q Lu zQ' ALL SYSTEMS TO HAVE ONE 3 MAIN I5 TO BE FREE OF SCRATCHES AND PERMITTED. 2020 RESIDENTIAL CODE OF NEW YORK STATE 5EG?ION R308- 6 6 16 12 q Q cilu F o d° GONTRAGTOR TO BE SURE THEY ARE IMPERFECTIONS AND GUARANTEED BY EXCEPTION: CONTINUOUSLY WELDED GLAZING 2xlo INCH EMBEDMENT LENGTH w w a z>o p Q m VENT STACK INCREASED TO 4 7 6 Ili z g N-w (3 z IN ACCORDANCE WITH THE DRAWIN05, THE MANUFACTURER FOR A PERIOD OF AND LOCKING-TYPE LONGITUDINAL ° �W Q N�i 0 SPEGIFIGATIONS, APPLICABLE CODES THROUGH THE ROOF. PROVIDE FROST 2x12 8 7 %4 INCH LAG 5GREW ~ d�,n 0 0� PROOF HOSE-BIBS AS INDICATED ON NO LESS THAN 5 YEARS. ALL WINDOWS JOINTS AND SEAMS ON DUCTS - EXCEPT AS INDICATED IN SECTION R308.1.1 EACH PANE OF FRAME PARTITIONS BASED ANCHOR WITH 2 16 00ow0 10 AND GOOD PRACTICE Df-VIATIONS PLANS WITH EASILY ACCESSIBLE TO BE ANDER5EN UNLE55 INDICATED OPERATING AT LE55 THAN 2" w.g. GLAZING INSTALLED IN HAZARDOUS LOCATIONS AS DEFINED IN (psf) 16 16 a-� NNwwk FROM THE DRAWINGS AND OTHERWISE. (500 PA.) SECTION R308.4 SHALL BE PROVIDED WITH A MANU, AGTURE'S NCH EMBEDMENT LENGTH o wFu O SPEGIFIGATIONS WILL NOT BE DRAIN DRAIN-GOGKS. THE WATER F r- WOOD OR STEEL STUDS, I/2-in. GYP. BOTH SIDES W T o° _ SUPPLY AND SEWAGE DISPOSAL -DUCTS SHALL BE SUPPORTED EVERY DESIGNATION SPECIFYING WHO APPLIED THE DESIGNATION, WOOD 5TUD5, 2x4, UNPLASTERED 4O 0)�w�;om PERMITTED WITHOUT WRITTEN SYSTEM SHALL COMPLY TO THE 10 FEET OR IN ACCORDANCE WITH THE DESIGNATING THE TYPE OF GLASS AND THE SAFETY GLAZING `0 u�o AUTHORIZATION OF THE ARCHITECT. FRAME WALLS a. TH15 TABLE IS BASED ON 180 MPH ULTIMATE APPLICABLE COUNTY DEPARTMENT OF MANUFACTURER'S INSTRUCTIONS. STANDARD WITH WHICH IT COMPLIES, WHICH 15 VISIBLE IN THE FINAL 3 w o}* ~7 THE GONTRAGTOR SHALL BE EXTERIOR STUD WALLS: DESIGN WIND SPEED AND A 35 FOOT MEAN ROOF HEALTH STANDARDS AND PAINTING AND STAINING -COOLING DUCT5 WITH EXTERIOR INSTALLATION. THE DESIGNATION SHALL BE ACID ETCHED, RESPONSIBLE FOR THE SHOP HEIGHT. d a DRAWINC5 WHICH MAY BF. NEEDED. REGULATIONS. APPROVAL OF ALL THE FOLLOWING 15 INCLUDED FOR THE INSULATION MUST BE COVERED WITH A SANDBLASTED, GERAMIG-FIRED, LASER ETGHED, EMBOSSED, OR BE A ° Q�z 2x4 16-in., 5/8-in. GYPSUM, b. FASTENERS SHALL BE INSTALLED AT OPPOSING w u z"'Q w 1 ALL DIMENSIONS AND CONDITIONS PLUMBING MUST BE OBTAINED FROM CONVENIENCE OF THE PAINTING VAPOR RETARDER. TYPE THAT ONCE APPLIED CANNOT BE REMOVED WITHOUT BEING NSULATED, 3/8-in. SIDING II.o ENDS OF THE WOOD STRUCTURAL PANEL. i a a i�o o T o O p ARE I BE FIELD VERIFIED.D. APPROPRIATE LOCAL AUTHORITIES CONTRACTORS ^ND ONLY AS AN -AIR FILTERS ARE REQUIRED IN THE DESTROYED. A LABEL SHALL BE PERMITTED IN LIEU DF THE FASTENERS SHALL BE LOCATED NOT LESS THAN CONTRACTOR TO REMOVE PRIOR TO CONGEALMENT. PRIOR TO INDICATION OF 7HE TYPES OF PAINTS RETURN AIR SYSTEM. MANUFACTURE'S DESIGNATION 2x6 c9 16-in., 5/8-in. GYPSUM, 12.0 INCH FROM THE EDGE OF THE PANEL. RELOCATE AS REQUIRED ALL 3 ORDERING, GONTRAGTOR SHALL REQUIRED FOR VARIOUS SURFACES. IT -THE HVAG SYSTEM MUST PROVIDE A R308.4 HAZARDOUS LOCATIONS - THE LOCATIONS SPECIFIED IN INSULATED, 3/8-in. SIDING G. ANCHORS SHALL PENETRATE THROUGH THE EXISTING WORK WHICH INTERFERES SUPPLY GUTS OF FIXTURES FOR I5 THE INTENT OF THESE MEANS FOR BALANCINGEXTERIOR STUD WALLS WITH BRICK VENEER 48.0 AIR AND SECTIONS R308.4.1 THROUGH R308.4.7 SHALL BE GON&DERED TO BE EXTERIOR WALL COVERING WITH AN EMBEDMENT OWNERS APPROVAL. IN THE EVENT 5PECIFIGATIONS TO PROVIDE A WATER SYSTEMS. SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOL OF GLAZING WITH NEW CONSTRUCTION. THAT THE OWNER GHANCE5, THE COMPLETE FINISH. ALL PAINTED R308.4.1- GLAZING IN DOOR- GLAZING IN FIXED A,\1,7 OPERABLE WINDOWS, GLASS, FRAME AND SASH g 0 LENGTH OF NOT LESS THAN 2 INCHES INTO THE GONTRAGTOR SHALL GREDIT THE SURFACES MUST BE FULLY COVERED TEMPERATURE CONTROLS: PANEL OF SWINGING, SLIDING AND BIFOLD DOORS SHALL BE GLAT BRICK WY NOT LESS G FRAME. FASTENERS SHALL BE LOCATED SITE WORK OWNER FOR THE FULL IN A UNIFORM MANNER TO BE -EACH DWELLING UNIT HAS AT LEAST CONSIDERED TO SE A HAZARDOUS LOCATION 4 IN 5150 NOT LE55 THAN 2 %2 INCHES FROM THE EDGE OF THE STAKEOUT 15 TO BE FERF70RMF-D BY A SUBCONTRACTORS C05T FOR THE ACCEPTABLE. ONE THERMOSTAT CAPABLE OF R308.4.2- GLAZING ADJACENT TO DOOR- GLAZING 15 LESS THAN 60 & IN 7q O CONCRETE BLOCK OR CONCRETE. LICENSED SURVEYOR. 57,4KING AND GHANGED UNIT. INTERIOR WOOD SURFACES-APPLY TO AUTOMATICALLY ADJU5TING THE INGHE5 ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS 12 IN 115.0 d. PANELS ATTACHED TO MASONRY OR LAYOUT ARE TO ESTABLISH ALL LINES LIGHTLY SANDED SURFACES, WALLS, SPACE TEMPERATURE SET POINT OF EITHER OF THE FOLLOWING- 16 IN 155.0 MASONRY/STUGGE SHALL BE ATTACHED USING AND BENCHMARKS. VERIFY ALL GIVEN HVAC DOORS, FRAMES, TRIM, AND BASES, THE LARGEST ZONE. - GLAZING 15 WITH _14" OF EITHER SIDE OF THE DOOR HOLLOW CONCRETE MASONRY UNIT WYTHES: VIBRATION-RESISTANT ANCHORS HAVING AN DATA ON DRAWIN05. IN CASE OF ALL EXISTING MECHANICAL WORK TO ONE GOAT W ULTIMATE WITHDRAWAL CAPACITY OF NOT LESS WOOD FILLER OR STAIN -GLAZING 15 ON A WALL PERPENDICULAR TO THE PLANE OF THE WYTHES THIGKNE55 (IN ING 8 HE5) 4 6 10 12 D15GREPANCY, RECEIVE BE ALTERED AND INSTALLED IN AND TWO GOATS MCKLUSKI"5 ELECTRIC SYSTEMS: DOOR IN A CLO57D POSITION AND WITHIN 24" OF THE HINGED SIDE OF DENSITY OF UNIT (105 PGF) THAN 1,500 POUNDS, Z CLARIFICATION FROM AP:CHITEGT CONFORMANCE WITH ALL APPLICABLE EGGSHELL FINISH NON-YELLOWING -SEPARATE ELECTRIC METERS ARE AN IN-SWING DOOR NO GROUT V_ CODES, RULES AND REGULATIONS. 22. 24.0 3I.0 37.0 45.0 PRIOR TO PROCEEDING. EXCAVATE POLYURETHANE. REQUIRED FOR EACH DWELLING UNIT. R308.4.3- GLAZING IN WINDOW � � AND BACK FILL FOR WORK INDICATED THE HVAG SUBGONTRAGTOR SHALL GYPSUM BOARD- MINIMUM ONE GOAT - EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN cl SQ.FT. (GROUT SPADING) O �I151T AND EXAMINE THE PREMISES 50 ER AND TWO GOATS FLAT PAINT FIREPLACES: -BOTTOM EDGE OF GLAZING 15 LESS THAN 18" ABOVE THE FLOOR 48 IN. O.G. 2LI.0 38.0 47.0 55.0 ON DRAWINGS. STOCKPILE TOPSOIL PRIM .OBTAINED FROM STRIPPING DRIVEWAY AS TO FULLY UNDERSTAND ALL EXTERIOR WOOD SURFACES- TWO -FIREPLACES MJST BE INSTALLED - TOP EDGE OF GLAZING 15 MORE THAN 56 " ABOVE FLOOR AND 40 IN. O.G. 30.0 40.0 41.0 57 6 DI?�ME7ER Z z.0 REFLEG-IVE WHITE z v AND BUILDING SITE. STOCKPILE ALL CONDITIONS PERTAINING TO HIS WORK, GOATS EXTERIOR GRADE STAIN. WITH TIGHT FITTING NON-COMBJ5TABLE ONE OR MORE WALKING SURFACES ARE WITHIN 36", MEASURED 32 IN. O.G. 52.0 42.0 52.0 61.0 O 0 EXCAVATED MATERIAL. NEW AND ANY DIFFICULTIES OF HIS WORK TO BE 24 IN. O.G. 54.0 46.0 5TO 67.0 I- d EXTERIOR EXPOSED METAL- MINIMUM FIREPLACE DOORS HORIZONTALLY AND IN A STRAIGHT LINE OF GLAZING THE GONSTRUG�ION TYPE EXISTING BACK FILL MATERIAL AND REPORTED TO GENERAL ONE GOAT ZING CHROMATE AND TWO FIREPLACES MJST BE PROVIDED 308.4.4- GLAZING IN GUARDS AND RAILINGS 16 IN. 0. G. W 0 GONTRACTOR.THE HVAG 55.0 75.0 015.0 115.0 SHALL BE TOPSOIL ARE TO BE FREE OF WEEDS, SUBCONTRACTOR SHALL BE GOATS EXTERIOR ENAMEL. WITH A SOURCE OR GOMDUS71ON AIR, R30,5.4.5- GLAZING AND NET SURFACES- BATHTUBS, SHOWERS WHERE FULL GROUT O.O 53.0 66.0 7�f.0 DE516NATION� OR V 0L O_ ZO TREE ROOTS, ROCKS AND DEBRIS. RESPONSIBLE FOR CHARGING AND ALL MATERIAL SHALL BE OF BEST AS REQUIRED BY THE FIREPLACE THE BOTTOM EXPOSED EDGE OF GLAZING 15 LESS THAN 60 INCHES DENSITY OF UNIT (125 PGF)- SEE ASGE STANDARD - MINIMUM DESIGN TO INDICATE THE CEN5TRUCTION ALL SURPLUS MATERIAL *THAT IS QUALITY PITT55URGH, PRATT 4 CONSTRUCTION PROVISIONS OF THE MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING DENSITY OF UNIT (155 PGF) LOAD FOR BUILDING STRUGTURE5 AND GLAS5IFICATIDN OF THE STARTUP OF THE SYSTEM. ALL N N UNSUITABLE FOR BACK FILL MATERIAL LAMBERT, DUTCH BOY. GABOTS, BUILDING GODS OF NEW PORK STATE, SURFACE different dead load OTHER STRUGTURE5 -ASGE?-16 STRUCTURE UNDER IBC Q SHALL BE REMOVED FROM THE SITE. EXISTING THERMOSTATS LOCATED IN N � MGKLUSKYS, OR APPROVED EQUAL. THE RESIDENTIAL CODE OF NEW PORK - R308.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS- GLAZING values for differ (PGF) SECTION 602 � � WALLS TO BE DEMOLISHED SHALL BE p PROTECT ALL TREES WIT-fIN EIGHT CONTRACTOR 15 TO PROVIDE STATE OR THE NEW YORK CITY WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LE55 THAN RELOCATED WITHIN THE GENERAL SOLID CONCRETE MASONRY UNIT WYTHES: FEET OF THE BUILDING. PROPER SAMPLES OF ALL PAINTS AND STAINS BUILDING CODE, AS APPLICABLE. 56' ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF AREA. ALL THERMOSTATS NEW AND WYTHES THIGKNE55 (IN mm) 4 6 8 10 12 REFLECTIVE RED 1� APPROVALS MUST BE OBTAINED FOR ARCHITECT'S AND/OR OWNERS STAIRWAY, LANDING BETWEEN FLIGHTS OR STAIRS OR RAMPS EXISTING SHALL BE LOCATED AT 54'' DENSITY OF UNIT (105 PGF) _ BEFORE COVERING ANY I.XGAVATED APPROVAL. SERVICE WATER HEATING: -GLAZING 36" OR LESS MEASURED HORIZONTALLY FROM THE 32.0 51.0 6Q.0 87.0 105.o PAN"ONE # 187 AFF. CONTRACTOR RESPONSIBLE FOR DENSITY OF UNIT (135 PGF) OC WORK. -WATER HEATERS WITH VERTICAL WALKING SURFACE 38.0 60.0 81.0 102.0 124.0 ENGINEERING DRAWINGS. SEPARATE �, DENSITY OF UNIT (155 PGF) 41.0 4.0 87.0 I10.0 133.0 MEGHANIGAL PLANS AND CODE GYPSUM WALL BOARD PIPE RISERS MUST HAVE A HEAT TRAF R308.4.7 GLAZING ADJACENT TO THE BOTTOM STAR: LANDING CONCRETE BLOCK INSTALLED AS PER SECTION R702.3.2. ON BOTH THE INLET AND THE OUTLET - WHERE GLAZING 15 LE55 THAN 56" ABOVE THE LANDING AND WITHIN WEIGHTS OF MASONRY INCLUDE MORTAR BUT NOT PLASTER. FOR ALL CONCRETE BLOCK IS TO HAVE COMPLIANCE TO BE DESIGNED AND THROUGH R702.3.6 OF THE NEW YORK UNLESS THE WATER HEATER HAS AN A 60'' HORIZONTAL ARE LESS THAN 180 DEGREES FROM THE BOTTOM PLASTER, ADD 5 Ib/ft2 FOR EACH FADE PLASTERED. VALUES , "OUR-O-WALL" REINFORCING EVERY PREPARED BY OTHER MEP DESIGN STATE RESIDENTIAL CODE. GYPSUM INTEGRAL HEAT TRAP OR 15 PART OF TREAD NOSING GIVEN REPRESENT AVERAGES. IN SOME GASES THERE IS A DESIGNATION FOR 5TRUGTURAL °� 1 THIRD COURSE. FILL TOP COURSE FIRM AND SUBMITTED SEPARATELY AS WALLBOARD APPLICATION SHALL BE A GIRGULATING SYSTEM. CONSIDERABLE RANGE OF WEIGHT FOR THE SAME GONSTRUGTION. COMPONENTS 7fAT ARE OF f REQUIRED AND REQUESTED TRUSS TYPE CONSTRUCTION 1 SOLID. MORTAR MIX TO BE ONE PART TAPE JOINT SYSTEM. ALL GYPSUM -INSULATE GIRGULATING HOT WATER NOTE: WINDOW FALL PROTECTION TO BE PROVIDED 2 5T1;,'0KE - LU - PORTLAND CEMENT, ONE PART LIME FRAMING AND ROUGH CARPENTRY BOARD TO BE 1/2 ON WALLS AND 1/2 PIPES TO THE LEVELS ON TABLE 1. FOR ALL WINDOWS AS PER 0 _ PUTTY, AND SIX PARTS SAND, OR ONE JOISTS RAFTERS AND STUDS SHALL ON CEILINGS UNLESS OTHERWISE 2020 RESIDENTIAL GOD_E OF NEW YERK STATE SECTION R305.1 tu (� �--- PART MASONRY CEMENT AND THREE SE GON5TRUCTION GRADE DOUCLAS INDICATED. FINISH JOINTS, J-BEADS. GIRGULATING HOT WATER SYSTEMS: "F" FLOOR FRAMING, INCLUDING 1-1 2020 RESIDENTIAL CODE OF NEW PORK STATE SECTION R312.2 , ■ PARTS SAND. FIR-SOUTH SELECT STRUCTURAL. ALL NAIL DIMPLES, CORNERS AND EDGES -INSULATE CIRCULATING HOT WATER MINIMUM HEIGHT- CEILING- HABITABLE SPACE, HALLWAYS AND , ■ GIRDERS AND BEAMS U ly WOOD SILLS AND WOOD IN CONTACT SHALL BE TAPED AND RECEIVE THREE PIPES TO THE LEVELS ON TABLE 1. - IN DWELLING UNITS WHERE THE TOP OF THE SILL OF AN OPERABLE PORTION OF BASEMENTS GONTAININC THESE SPACES SHALL >- ROOF FRAMING CONCRETE HAVE A CEILING HEIGHT OF NOT LESS THAN 7 FEET. Z BUILDING _ O WITH MASONRY SHALL BE AGQ. ALL GOATS OF JOINT COMPOUND. ALLOW "FR° FLOOR AND ROOF FRAMING 24 HOURS TO DRY BETWEEN GOATS. HEATING AND COOLING PIPING WINDOW OPENING IS LEGATED LESS THAN 24 INGHE5 ABOVE THE STANDARDSANDC00S O n/ NO CONCRETE OR MASONRY WORK EXTERIOR SHEATHING SHALL BE i/2 FINISH FLOOR AND GREATER THAN 72 INCHES ABOVE FINISH GRADE BATHROOMS, TOILET ROOMS, LAUNDRY ROOMS SHALL HAVE A SAMPLE - TITLE is NYCRR PART i26s.4 SHALL BE DONE DURING GDX DOUGLAS FIR PLYWOOD. FINAL GOAT TO BE SANDED SMOOTH. INSULATION: CEILING HEIGHT OF NOT LESS THAN 6 FEET ,5 INCHES PLACE ENGINEERED HOOD QLAGARo Z SUB-FLOORS TO BE 5/4" GDX METAL CORNER BEAD TO BE USED ON -HVAG PIPING CONVEYING FLUIDS OR SURFACE BELOW THE EXTERIOR OF THE: BUILDING ON oR ADJACENT To ELECTRiCAL METER Box LH TEMPERATURES OF 40 DI=GREES F. EXCEPTION: n/ AND FALLING. NO CONCRETE SHALL PLYWOOD EXTERIOR SHEATHING TO ALL OUTSIDE CORNERS AND AROUND ABOVE 105°F OR CHILLED FLUIDS -THE OPERABLE WINDOW SHALL COMPLY WITH: 1.� OPERABLE WINDOW THAT ARE PROVIDED NTH WINDOW I. FOR ROOMS WITH SLOPED CEILINGS THE REQUIRED LH� (� BE PLACED ON FROZEN SURFACES. NO BE COVERED WITH "TYVEK" HOUSE ALL OPENINGS. BELOW 55°F MUST BE INSULATED TO OPENING CONTROL DEVICES THAT COMPLY WITH SEC. R312.2.2 FLOOR AREA OF THE ROOM SHALL HAVE A CEILING HEIGHT OF TRUSS DES I O NATI ON S I O N - D WRAP OR APPROVED EQUAL. BLOCK THE LEVELS IN TABLE 2. NOT LESS THAN 5 FEET AND NOT LE55 THAN 50 PERCENT OF � �_ �-! ADDITIVES SHALL BE ALIOWE WITHOUT WRITTEN PERMISSION OF THE STUD WALLS AT 1/2 STORY HEIGHTS ELECTRICAL R312.2.2 WINDOW OPENING CONTROL DEVICES- SHALL COMPLY WITH THE REQUIRED FLOOR AREA SHALL HAVE A CEILING HEIGHT OF SCALE: NT5 W O ARCHITECT ALL CONCRETE 15 TO BE AND AT ALL UNSUPPORTED EDGES OF ALL WORK SHALL COMPLY WITH THE ASTM 1`20Q0 NOT LESS THAN 7 FEET Q MIN. 5,500 F.S.I. AT 2& DAYS 4 4,000 PLYWOOD. PROVIDE SOLID BLOCKING NATIONAL ELECTRICAL CODE AND ALL NOTES: THE WINDOW OPENING DEVICE AFTER OPERATION TO RELEASE THE 2. THE GEILINO HEIGHT ABOVE BATHROOM AND TOILET PSI FOR GARAGE SLAB. PROVIDE ALL AND DIAGONAL BRACING OF FLOOR STATE, LOCAL, AND UTILITY COMPANY I, OBTAIN ALL PERMITS PRIOR TO CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN, SHALL NOTROOM FIXTURES SHALL BE SUCH THAT THE FIXTURE 15 CAPABLE Oz z SLEEVES AND FOUNDATION VENTS AS JOISTS AT 8' O.G. MAXIMUM AND CODES AND REGULATIONS. ALL THE START OF WORK. REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO OF BEING USED FOR ITS INTENDED PURPOSE OL REQUIRED BY NYS CODE. UNLESS SOLID BLOCKING UNDER ALL CIRCUITS SHALL BE MINIMUM 15 AMP. LESS THAN THE AREA REQUIRED BY SECTION R510.2.1 O O O INDICATED, ALL FOUNDATION UNSUPPORTED EDGES OF PLYWOOD. POWER WIRING SHALL BE MINIMUM 14 2. ALL BEDROOM TO BE PROVIDED FOOTINGS ARE TO BE A MIN. 8" DEEP ALL GAP PLATES TO BE DOUBLED AWG. CONVENIENCE OUTLETS SHALL WITH ROD & SHELF, ALL LINEN NOTE: PROJECTING 6" ON EACH SIDE OF THE AND NAILED BOTTOM GAP PLATED TO BE LOCATED 12" ABOVE FINISHED CLOSETS TO BE PROVIDED WITH 5 FOUNDATIONS CHAPTER 4 DESIGN Z FOUNDATION WALL. PROVIDE TWO #4 END OF STUDS. LAP GAP PLATES AT FLOOR UNLESS OTHERWISE INDICATED. ROWS OF SHELVES. BASED UPON PRESUMPTIVE LOAD !L DEFORMED BARS CONTINUOUS IN THE CORNERS. WHERE FLUSH FRAMING ALL SWITGHED TO BE LOCATED 36" BEARING VALUES OF SANDY GRAVEL !� Q FOOTING. ALL 4" THICK CONCRETE OCCURS, USE MIN. 160A SHEET METAL ABOVE THE FINISHED FLOOR UNLESS 3. DOOR TRIM AND BASE MOLDING AND/OR GRAVEL AT 2000 LB5 PER SLABS TO HAVE 6X6 10/10 WELDED JOIST HANGERS BY "TECO" OR OTHERWISE INDICATED. SUPPLY TO MATCH EXISTING SQUARE FOOT. CONTRACTOR TO WIRE REINFORCING. ANCHOR SOUS IN APPROVED EQUAL. ALL CORNERS TO RECOMMENDED LAMPS IN ALL GONSULT ENGINEER IF DIFFERENT SOIL CONCRETE SHALL BE HOOKED 5/8" X BE MINIMUM 3/2X4 STUDS. HEADERS FIXTURES. 4. ALL BATHROOM FIXTURES AND MATERIALS ARE FOUND UPON w 12" AT MAX. 3' O.G. PROVIDE BITUMEN SHALL BE MINIMUM 2/2X6 UNLESS FAUCETS TO BE SUPPLIED BY OWNER EXCAVATION OR TEST HOLE, FOR N N O W r- h10TED ON PLANS. MINIMUM BEARING AND INSTALLED BY CONTRAG ALTERNATIVE FOOTING AND N N Z EXPANSION JOINTS BETW�_EN SLABS TOR AND FOUNDATION WALLS, FOR STUDS, JOISTS AND BEAMS SHALL FOUNDATION WALL DESIGN i N z BE 3 1/2". USE DOUBLE JACK STUDS 5. FINISHES TO BE SUPPLIED 0 4 z ■ FOR HEADERS OVER FIVE FEET IN BY OWNER NOTE: ALL NON-ENGINEERED LUMBER z LENGTH. TO BE DOUGLAS FIR #2 OR BETTER 1k� Q O p � p I r - , C4 ' } CLIMATIC ANC OEOORAFH C, DESIGN ORITERIA DR*%rNELL- GALGULATIONS TAPLE R501 .20) SUBJECT TO DAMAGE Z O N I I 7 O INFORMATION � WIND DES6 R SN FOM GROUND SPEED d TOFOO 5PECIAL WIND SEISMIC DW-I ROOF AREA 1 : RUNOFF FACTOR=I .O TOI�N OF SOUTHOLD & T 'C SNOW (MPH) RAPHIG WIi`ID BORN DEASIO ORY WEATHERING FR05T b INE TERMITE � WINTER ICE FLOOD AIR MEAN ;ARCHITECT'S LOAD EFFEGT5 RE51ON DEBRIS C a DEPTH DE515N BARRIER HAZAtZD5 12 FREEZING ANNUAL TODD P.C. 12�f 4 SQ.FT. X �" �_�ARCHITECT P.C. = 524 GU ET SECTION: 51 BLOCK: 5 LOT(5): 12.5 k ZONE m F TEMP e REQUIRED n INDEX TEMP d BOF 3 FT MOD TO FEM 12 q p., + TODD O'CONNELL, AIA 30 130vu1t NO ND I MILE B SEVERE BFG HEAVY 15 YE5 FLOOb LE55 55_4 USE 8'O x 8' DEEP DRAIN RING = 410.5 CU.FT. zjNE: AC REQUIRED PROPOSED 1200 Veterans Memorial Highway Suite 120 FROM MAP LE55 LJT AREA &0,00 �JF. 82,055.22 5F. Hauppauge,NY 1.1788 COAST PAN # MANIJAL .J DESIGN CRITERIA" DW-2 ROOF AREA 2: RUNOFF FACTOR= I .O LdT WIDTH 1`15 FT. 151.61 FT. P(631) 650-6666 WINTER SUMMER ALTITUDE CORRECTION INDOOR DESIGN DESIGN TEMPERATURE H15H TEMPERATURE I I I8 SQ.FT. X L T DEPTH ELEVATION LATITUDE- HEATING COOLING FACTOR TEMPERATURE COOLING f DIFFERENCE I' = 2,50 CU FT 2�✓-0 FT• 151.6g1 FT, F(516) 650-6667 F ONT YARD C(516)658-0325 _ 60 FT. 150.0 FT. - , 12 YARD ------ ------ USE 8'4) x -1' D D �1 DEEP DRAIN RING = 2CI5. GU.F R�AR T. -15 FT. 522.611 FT. COOLING WIND WIND COINCIDENT DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY ` SI E YARD (MIN) 20 FT. 30.0 FT. TEMPERATURE VELOCITY VELOCITY WET BULB DIFFERENCE HEATING GOOLINO SI - E YARD (A05) 4!5 FT. 89-°f FT. DW-3 ROOF AREA 3: RUNOFF FACTOR= I.O 5 ------ ------ IN ------ II G HEIGHT 35 FT. 34.6� FT. = 250 GU FT L T COVERAGE 20 90 12 TO THE BEST OF G OSS FLOOR AREA �,I©I SF. 485q " l MY KNOWLEDGE, UD LEGE, BELIEF AND USE 8 X 6l DEEP DRAIN RING = 253.4 GU.FT. P1'`RAMID LAW 450 oK PROFESSIONAL JUDGEMENT, THESE PLANS AND/OR SPEGIFIGATIONS ARE IN GOMPLIANGE c, WITH THE FOLLOWING: 26-4 ROOF AREA 4: RUNOFF FACTOR= I.O �IVERAGE CcRADE: 64.58 FT. 2020 RESIDENTIAL GONE OF NEW YORK STATE PUBLICATION NOVEMBER 201�1 6q3 SQ.FT. x 3" = 1-74 GU FT 12 2020 RESIDENTIAL GONE OF NEW PORK STATE USE 8'O x 5' DEEP DRAIN RING = 211.2 GU.FT. GAL Co ULATI ON CHAPTERS 12-25 FOR i-IEGHANIGAL SYSTEMS m tF 2020 RESIDENTIAL GODS OF NEW YORK STATE CHAPTERS 24 FOR FUEL 4 OAS 5`(57EM5 NOTES: r 50. FOOTAGE 2020 RESIDENTIAL G0I7E OF NEW YORK STATE I . BOTTOM OF DRYWELL MUST BE A MINIMUM OF 2' Ist FLOOR 2,50II CHAPTERS 25-33 FOR PLUMBING SYSTEMS ABOVE AVERAOE GROUND WATER ELEVATION. 2 'D FLOOR j J 2020 RESIDENTIAL GODS of NEw PORK STATE 2. BOTTOM OF DRYWELL TO HAVE MINIMUM 6 2,358 z CHAPTERS 54-42 FOR ELEGTRIGAL S',r5TEM5 TOTAL 4,85q � � PENETRATION INTO RATEABLE MATERIAL. 0 z 2020 ENERGY GONSERVATION CODE OF NEW 1'ORK STATE 5. DRYWELLS MUST HAVE A MINIMUM OF 3' OF AS ADOPTED WITH THE 2018 IEGC PERM I ABLE MATERIAL AROUND THE STRUCTURE. m W°<is F- o THE PROJECT GOMPLIANGE METHOD GH05EN IS TOTAL UA-ALTERNATIVE AND A RE5GHEGK HAS BEEN 5UBMITTED LOT GOVRAO o° �wU-lu��-0000 ILI WITH THESE DRAWINGS. w IL yLIII W W~ 2,n u GAL-GUL.AT10N ll, }�* w H O �nzFQQ-A J W�w� � ,,6"Az�HHN 50. FOOTAG Q-I-�?l��mi Q E 8),S) � °O Z°o Y D TELLING °z==�ZD-III w�D' au�z !ll V C> d nU)°O°mo� _D TAGHED GARAGE E 6CI3.0� p'Q w$ d Q, o AONT COVERED PORCH Z~°°�'° ' _ 12-1.0 LWYQwaozon oo>>�W dN�iu j orN BREEZEWAY qq O a W; 00 --- aN°� oa��oL�wo r<aAR BALCONY (UNCOVERED) 2-11,5 ��,`L;N Q"d F zQ-0v K - ; D l9 r�IAR BALCONY (COVERED) 55-7.0 W N d F o 0 0 S;_B" BALCONIES (COVERED) 504.0 Z m Ou NNOd�uwiw0 gUwJ�w N n0 P Z -<. LLr'4R ENTRY 107.0 t�b�Q z Q W d;' p iilu��°wdzdw=� TOTAL 4,504.5 00 n I-F-ddF-NO°l- L T GOVERACE 5 4-1 goy 3: N1LDE3ERR**%r LANE z �4 NOTE : NO NELLStu -V X p ° NO WATER ON LOT KTHIN 1F50 -a � 3 I `��► 0 Q Q VACANT LAND R O } v Q o O z I � EL.62.05 LAND N/F TR I BERRY FIELDS LLG 57 t-< � p✓ � N m m 1 - ----------------------------- --------------------- � I o p�j EL.65.48-------T----------------- ----- ------ -----�- -�--•-EL.6428 � o `Rm A N 0 m _ g LA IT (S) _ ♦ -_-PROPOSED_OAS SUPPLY IlkPROPOSED KATER SUPPLY-_-___ _ _ _-_-_-_- - ,_ _-_ - �� _ _ / - n, e- -----------------� ---------------- -- ! -- ----- ----------------------- - -- ------------------------------------------ I wv �tyl EL.63.5 EL 65.5� ��`; `-1------------�� O / N L. 3S wa - 64.0 ' ' ``�� - /�i \,\`PRO? SED\,\ - ;;i<.r,�,n ; �`�:lC. _ I rtl , ' q1 Mi- O 1 "� DETACHED ✓ , ++�� 1 •b ''' �1., ..,: 'J. �•'- � ,Ly�� 2886i' � (SAR.EL.. 642� - l yi ll t:a 1 ryu� 1 -_ _ -PROPOSED d 1 O 0. I I M N J J-1 Z LU ~ �� Y ! EL.65.16 `.64 0 --ek.'G i �` EL.6438 U U _ ti - 2 STORY y .. IAA LU RESIDENCE ^1 t l J tu 30.0 PROPOSED V LH OPEN SREEZEWAY .�, .X�` 322.61' O ��uu 1 65.Cf' l 5.0, O' EL% . __i t 1 / IV/ Q J�- O- Q � K I J ,EL-b .O // DW EL.65.I4� RIM �8.o'J�{,`P��`ao, 1 �/ 1 4� 62.1-T ' I ' IY_ vl�EL.6531 _----- -� ,�'�r- 1 o EY Q - --- - F rs _ HOLE 1 ! Sl I -- DRIVEW,4Y TEST I \ (Ip�t�° 1m � �-- �-� RHEAD ' r ------PROPOSED UNDERGROUND ELECTRIC --- m `• ��/ ( � O_W RES EL.bb.1 i I EL.66S EL.bb."15 EL.66.66 \ - I i i6 EL.64.80 I�I O°O 4'J 5 "Y`I �� 1 BPT. DEER 1=ENGE i (1 g N85 °2cf '25" 5 �.�4 ,, Z �.cf0 IMPROVED LOT LAND N/F SUFFO!_K COUNTY AND COUNTY OF SUFFOLK OLD NORTH ROAD BARN LLG o FARM LAND PURL I O WATER m r oz PLOT PLAN Q o z SCALE: 1" = 50'-0" Q O < � La -70'-113/4° 6-17 12' 4-6 0GENERAL NOTE5 lo 12'-13/4' 8'-4" o 28'-6" IS'-�"TIE NEW FOUNDATIONS I. CARBON MONOXIDE ALARMS AND CARBON 7. ALL WOOD POSTS SHALL BE BUILT MONOXIDE DETECTORS SHALL BE INSTALLED UP WITH (2) 2X4'5 NAILED TOGETHER W/ AR�CH'ITEL' t5' W/#4 REBAR® 24" 20-10° = IN BUILDINGS AS REQUIRED IN ACCORDANCE IOd NAILS o 8" O.G. UNLESS OTHERWISE TODD O'CONNELL O.G. VERTICAL;MINIMUM OF 2; _ _ _ _ _ _ _ _ — _ _ _ _ _ _ _ _ _ _ _ _ 6" P. GONG. TRENCH GROUT FILL SOLID (TYPICAL) WALL FOR EGRESS WITH SECTION �i15.2 OF 2020 NYSFG NOTED ;_ ARCHITECT P.C. x (CARBON MONOXIDE DETECTION SYSTEMS) - TIE NEW FOUNDATIONS _ _ FOR RESIDENTIAL BUILDINGS . INTER-WIRED 8. ALL FRAMING SHALL GOMPLY WITH TODD O'CONNELL, AIA WELL _ _ _ _ _ _ _ _ _ _ REBA W/#4 VERTICAL; ® 24" �Q N DN FIRE/SMOKE AND CARBON MONOXIDE THE NEW PORK STATE RESIDENTIAL O.G.VERTICAL;MINIMUM OF 2; � ' I � , 14 15 RS ® - CODE 1200 Veterans Memorial Highway -�„ GROUT FILL SOLID (TYPICAL) 1 I I 1 13 61 ' O DETECTORS WITH BATTERY BACKUP AS PER Suite120 - r -3 4° -6' v _� NFPA 72 AND 2020 NEW PORK STATE �. ALL EXTERIOR POflRGH/DECK/ Hauppauge,NY 11788 m — — — — — — — — L — — — — — _ RESIDENTIAL CODE SEC. R514 AND R315 STAIR FRAMING TO SE AGO '016'-6 I'-6 8'-4' - , 12-2' I'-6 14'-O -6' 7- 10 4 — m — — — — — SHALL BE INSTALLED IN DWELLING UNI P(631)650-6666 :o - - - - — — — — — — — — - - — — T LUMBER-U.O.N. OUTSIDE OF EACH SEPARATE SLEEPING F(631) 650-6667 Ilk I z AREA IN THE VICINITY OF THE BEDROOMS. 10. ALL ELECTRIC, TO REMAIN AND C(516)658-0325 — — — — — — — — — — — — — — — — — — p — — — — — — — — — — — — I WHERE AFUEL-BURNWG APPLIANCE IS MODIFIED TO AGGON1MODATE NEW �rv,,rvr,S:rrr;r'rlI Ps r-";!:1r,(, i alit I LOCATED WITHIN A BEDROOM OR ITS CONSTRUCTION. FINAL CLECTRIC TO 4_O 14'-2" -O" , A 6" „ „ „ TTAGHED BATHROOM, CARBON MONOXIDE BE DETERMINE IN THE FIELD 2 X4 STUDS ® I6 O. IL lL a R-15 INSULATION _ m DROP `� DETECTION SHALL BE INSTALLED WITHIN THE 2 X4 AGQ SILL r WINE r FOUNDATION— NINE W _ BEDROOM. II. ALL ANCHORS, STRAPPING AND "I 4" GO GRETE SLAB O GL ' ROOM Q ' I I tit } _ = d I I _ � � �p I I � ® CONNECTORS AND HARDWARE TO BE w/6x lofo W.W.M. v �, I N X I I I I O N 2. ALL ELEGTRIG WORK SHALL BE SIMPSON STRONG TIE OR AN APPROVED " OVE�J. MIL V.B. ON 4' Xul X �'� 5T. PIPE COL. O YW/24'x24'x12' (V NOTE: DOUBLE ALL F.J. 0� 4 - PERFORMED IN STRICT AGGORDANGE MANUFACTURE AND TIO BE INSTALLED ASO AC GRAVEL O POURED GONG. FTC. lAv 4"x24"AV'PE L UNDER PARALLEL WALL I I z 0�V� I I WITH THE LATEST EDITION OF THE N.C.G. PER MANUFACTURE WRITTEN 4'ON ACTED SOIL .9 (TYPICAL) PARTITIONS ABOVE O x�'<O L — — _J ? POURED GONG. FT6. I I v V INSTRUCTIONS- UNLESS OTHERWISE NOTED " I I - ® 3Qx8Q BATH -- (TYPICAL) � � 4. ALL CONDITIONS AND DIMENSIONS � �z c:`• _ J L Joo I I TO BE VERIFIED IN FIELD BY THE 12. ALL ENGINEERED x LUMBER TO BE T 9 10" POURED GONG � BEDROOM � dJ I I _ FOUNDATION WALL _ O I &LASS WALLS �� GENERAL GONTRAGTOR AND REPORT W/#4 REBAR VERT. m N PT. LOAD I L — — — GLADDED AND SEAL AS RCQUIRED ANY DISCREPANCIES TO ARCHITECT TO PROTECT AGAINST THE FROM ABOVE I ( PRIOR TO START OR CONTINUATION WEATHER ENVIRONMC:NT - — , CL. �o 12"x24" P. GONG. FOOTI G cv a _ W/(2) #4 REBAR YJ/2"x �a0 dJ DROP — — — FOUNDATION OF WORK KEYWAY;MIN. 36" BELO N I u- 4" CONCRETE SLAB -1 I _ GRADE. (TYPICAL) r+ +qj w/bxb lofo �yyyM _ �� I 12 P. ONO. T H m 5. NO GALV, NAILS OR GONNEGTORS IN 1[l OGOVr MPAGTE GRAVEL tJ 2 X4SNSULA�ON I I BELCH GRAD 36 AGQ. LUMB=R ARE PERMITTED. ALL _ - PrMIL . LOAD I CONNECTORS AND FASTENERS FOR AGQ I- 6" I — ON COMPACTED SOIL Q FROM ABOVE 2"X4' AGQ SILL I I LUMBER MUST BE STAINLESS STEEL OR (�I HOT DIPPED GALVANIZED G-185. # �0 2j"XIIg" TJI 560 F.J. a I6" O.G. K 21"XIIJ" TJI 560 F.J. a 16" O.G. I I 6. AS PER 2020 NYSRC SEC,. R310 z Q — — — — — I I 41, GONG s B EACH HABITABLE ROOM SHALL HAVE Oi GL. `f' RECREATION w/bxb o W.W. . J e_ , ° o'-o° 14'-6" Ia'-5" HITCH OVER 6 IL V.B ON 4" AT LEAST ONE OPERABLE WINDOW _ PT. LOAD 3Y2" 5T. PIPE COL. 10" POURED GONG GOMPA D 6 L FOR EMERGENCY EGRESS WITH A Z _ FROM ABO � r W/24"x24'xl2" FOUNDATION WALL = I ON GO ACTED 501 ° ST .a FLUSH .r .. I POURED GONG. FT6. W/#4 REBAR VERT. , FT. (GRADE FLOOR OPENINGS SHALL MINIMUM CLEAR OPENING OF 5.7 SQ. v ff Z n (TYPICAL) a 45" O.G. i I 2¢x8f — (3 3Yz" ST. PIPE COL. L J m 0 HAVE A M I N I MUM CLEAR OPCN I NG OF � X a "XII" STL. " " I I I I 5.0 SQ. FT.). THE MIN. HT. OF _ . FLUSH I^U 24'x24 x12 12 x24 P. GCNG. FOOTING m m I _ I POURED GONG. FT6. I fill #4 RESAR W 2"x4" O z ua " I I L — — -� OPENINGS TO BE 24'' AND MINIMUM ° au 6 3Y2" 5T. PIP COL. EVATOR O (TYPICAL) KEYWAY;MIM. 36 BELOW w u w , v W/24"x 4"A2" �r IL I N PT. LOAD GRADE. (TYPICAL) 3-o" W DTH TO BE 20'' AND THE BOTTOM n in''-'u POURED CON . FT6. PT. LOAD FROM ABOVE 0 n_ *,,, ( IGAL) IL IL I 6'-6' ,� o I-°o FROM ABOVE OF OPENINGS NO HIGHER THAN 3'-8" d o~ a W K u� 33'-4" A.F.F. TIE NEW FOUNDATIONS 7 ' `�Q w } to I t~n W/#4 REBAR® 24" I 13'-3" - ��o Q z w N ? Ca I� PT. LOAD O.G. VERTICAL;MINIMUM OF 2; I I ��A iu A - Q - ) ► II LVL F S IL -1 U X a �y FROM ABOVE N cy GROUT FILL SOLID (TYPICAL) ( I _1 Q w T V a zJU U v z v O I I n a MANUFACTURERS X STAIRS $ GUARD NOTE: PROVIDE ELEVATOR w�wn d� aw °�w=z�QwOnF PIT PER MANUNS I I (TO COMPLY WITH 2O20 R.G. OF NY5 R511 s R512) SPECIFICATIONS I ( BEDROOM ® _ , N 3Y2" 5T. PIPE COL. F o 4° ul'z o _ -; ,_„� 3 W 24."x24."xI2" I I -STAIRWAY5 SHALL NOT BE LESS THAN 56" "�'W�n°"°'o I I O X 5Y2" ST. PIPE COL. POURED CONC. FT6. O z'� O z Q 4 N w I N CLEAR WIDTH ABOVE THE PERM'I TTED o°>> ," Q N�;i NOTE: DOUBLE ALL F.J. z I I W/ RED CONC. I (TYPICAL) UNDER PARALLEL WALL m ^I POURED GONG. FT6. HANDRAIL HEIGHT AND BELOW THE REQUIRED _ m (3) I 'XII LV FLUSH (TYPICAL) 4" CONCRETE SLAB E IN u o°' Z u°I O' I I PARTITIONS ABOVE r I I - HEADROOM HEIGHT �- °'Q ° '" w/bxb 1O,(o W.W.M. OVER 6 MIL V.B. ON 4" I I -MINIMUM HEADROOM HE I OHT TO BE 6 -8 n_o>,�; Nu �r_� w� n�� liaCOMPACTED GRAVEL �'' -MAX RISER SHALL NOT EXCEED eY4" N N o xj a L J ON COMPACTED SOIL I I �Y -- ® � dl °' -MIN TREAD SHALL NOT BE LESS THAN G" w o z m _ to GL. LL I ax 1 -STAIR PROFILE: N051N05 SHALL NOT BETIE Q nl MEGH. TIE NEW FOUNDATIONS NEW FO ATIONS f ----- I �r 4 z #4 REBAR 24" O _ N LAUNDRY ROOM r W/#4 REBAR a 24" I I LESS THAN 3/4 NOR MORE THAN ly " °o z Q W O.G. VERTIGA ;MINIMUM OF 2; HANDRAILS SHALL BE PROVIDED ON AT O.G.VERTICAL;MINIMUM OF 2; " - F-F-a a��o n�o v p GROUT FILL LID (TYPICAL) I r `9 GROUT FILL SOLID (TYPICAL) LEAST ONE SIDE OF EACH 6' I I TWO OR MORE RISERS. TOP OFI HANDRAIL K K 14'-4" 3'�6" 3'-6" - i 7'-O" F=fl — — — — — — — — — — — — — — — — I SHALL NOT BE LESS THAN 34" AND NOT -7 ro �Gw26 I MORE THAN 38". ALL REQUIRED HANDRAILS SHALL B— — — — — — — F — — — — E CONTINUOUS TO HE FU LENOHT - - - - - - - - - - - - — OF THE STAIRS FROM DIRECTLY ABOVE THE -l0" TOP R15ER OF A FLIGHT TO A POINT m -i'-O" - I I I 4" CONCRETE SLAB m --�_o ' Gn DIRECTLY ABOVE THE LOWEST RISER OF THE bxb lobo FLIGHT. ENDS SHALL BE RETURNED OR SHALL �0 I �- MIL V.B.ON 4" V — = COMPACTED GRAVEL I I = _ _ TERMINATE IN NEWEL POSTS OR SAFETY 6" P. GONG. TRENCH „ cV ON COMPACTED SOIL cy 6" P. GONG. TRENCH z Ul WALL FOR EGRESS I = I l I I WALL FOR EGRESS - TERMINALS. HANDRAILS ADJAGEN'T TO A WALL o I SHALL HAVE A SPACE OF NOT LESS THAN lY2" tu Y WELL I '— — — I I I WELL I I = I I BETWEEN THE WALL AND THE HANDRAIL o � —�` 12" P. GONG. TRENG — Q N I I I I TIE NEW FOUND T1oNs L — — J HANDRAILS SHALL NOT PROJECT 1MORE THAN ° lu BELOW GRADE FOOTINO, MIN. b ( " 4 2 ON EITHER 51 DE OF THE STAIRWAY. z z W/#4 REBAR® 24 n � O.G. VERTICAL;MINIMUM OF 2; GROUT FILL So ID (TYPICAL) -GUARDS/RAILINGS ARE REQUIRED FOR ANY W, ' SURFACE 50" ABOVE FLOOR OR O RADE. d - - -OUARDS/RA I L I NO S SHALL NOT HAVE A OAP q v OF FASSAOE OF MORE THAN 4" 1=OU�lDATl01� i�LA�I ° cS N o 0 50ALE: 1/4" = P-O" LINE OF GUARDRAIL AND HANDRAIL BEHIND coves "r- - - - - - - - _— _— _— _- - - - - - - - 5/4 X 4 TOP PLATE _F � �I T_1 n I_T I I TF � IT- I T-I� —T I-T T — WALL I5" IN. I�" IN. 5 z 2X4RAIL o II II II II II II II III II II II it II II II II II it I �IY T m 2 X 2 BALUSTERS a 5" O.G. I I I I III III I I I I I I III I I I III I I I/ I� I — 2 X 4 RAIL I III I I I i l 14" � URq� cNL 131 z Q 1-- PARSE TOP OF WALL I I I_ I�I U _ LI ,L 14 AND PITCH TO DRAIN I �o ' — — — — — — — — -MINA" G CRETE COVER env WALL OO �� FINISHED OR a- - - - - - - - - /� - - - - I — O LINE OF 615TING STAIR O ,- _'3 /jT0 Be REMOVED _ 611 MIN. LU � � _ / a / � � WALL KEY v p a( - — Ill LL v LL9 Oil w _ Lu I- ;, i! 11_J LH O EXIST TO BE REMOVED EX15T TO F:EMAIN Q i,n LL v to LL NI=W WOOD FRAME GNST / u- NEW POURED GONGRETE o 0 0 —�— 4"x4" P05T UNLESS OTHERWISE 4" POURED GONG SLAB J. A v I © NOTED ALL BATHROOM SHALL BE PROVIDE WITH Q .o$ �/ K/bxb 10/10 z ADEQUATE PLUMBINO FIXTURE5 TO ALLOW FOR o o /e ,►� 6" GMU FOUNDATION / z ® HOLD DOW'V A5 NOTED MIN. GLEAR SPAGE D I STANGE THROUGHOUT ' WALL FILLED SOLID %/ HARD WIRED 5MOKE ROOMS- TOI LET, SINK, TUB- A5 PER 2020 #4 RE-BAR ® 24" O.G. i a O DETECTOR W/ BATTERY RESIDENTIAL CODE OF NEW YORK 5EGTION P.G. FOOTING BACK-UP p °° ® e� •;• .>. N N w m r z° �I 80 GFM FAN TO EXTERIOR o O O GdNt PTO POUNDA/V (2) #4 BARS GONTIN AT FTC, s rl � O iZAINA6C 3YBTEM' U V HARD WIRED CARBON MONOXIDE 24"� X Sb" DEEP � Ij N Z e a 3� y " Q l� DETECTOR W/ BATTERY BACK-UP PREFAB 56" DE P MIN 12" A.F.F.DA5 PER n �n�u0 i ��✓ /i / / ° w z "� � LOOSE GRAVEL FILL 020 RESIDENTIAL GORE OF NY5 CIE DENOTES EGRESS WINDOW I mwoaa» f Dr a r XF6'14ITECTS' TODD O'CONNELL AIR C H i T E C T P.C. " -O -i'-6" 5�_OII PROVIDE RAIL TO GODS TODb O'CONNELL, AIA 6'-6" I'-6" 20'-6" b"X6" -6" 14'-O" I'-C" I�'-6" D 1200 Veterans Memorial Highway POST n — — — (V R ® ' Suite 120 PROVIDE 1 " 7-3 IO gV2 2 -5�z ( 3-6 7'-O" 3'-6" u) 0 13 IB D 61 Hauppauge,NY 11788 ILI < h6 PROVIDE HOLD DOWN b Xb b"X I XII TJI 560 P.J. a I6 O. I 3'-2' I'-2 3'-2' HOLD DOWN „ POST 13 4 X4 AGQ P(631)650-6666 S' POST 'l P05T F(631)650-6667 GX 5 GWI TO. GX I5 TO. GX 15 G X_ C(516) 658-0325 — 4x8Q (5) 2"xlO" b"xb" (3) 2"x1o" (3) 2"xio" °o 12'-6" 5 -O" I 7'-O" 6'-b" I�i'-6" -O" I I I I I I I 2„x6" AGQ PJ. U,Rr,+ ✓�.,:s�rr.�"� iirl .tt��:li 2 — — = I I ® o ® b" O.G. IL IL GL. ° I 4 X4 AGQ LVENT DRYER _ - I I I I I I I v, ` ,� F- BA , I o® ( - POST z . LU TOE TERIOR Q1 ! 4 Q ;. u � � - 2Qx8Q � x- LU I X ® BAT A Y, X O O ® O PT. LOAD O _ * 1" � p O 3Qx8Q BATH - u,pp BEDROOM �t nl STL. COL. x v BEDROOM ® POST I , I r 2j"XIIj" TJI 360 P.J. a 16" O.G. m N FROM ABOVE 21"XIIj" TJI 560 P.J.m lb" O.G. -- - - - - ,: m J L-- -Ax U RE EWL U tL MUDROOM m = I 2QxaQ „ I ? }n _ b X6 - - - - - � in 70 Q.FT. _ - 1L F- X _ P05T '_ Q — — — — iv — N O cV — ~ O X GL. , O x z xN a m �, - GL. -1 a 6-6 w I- - - - - -I _ m PROV DE Kl o'-o"A -O„ I m b„� ('-6" i •a HOLD OI N v 11 - - - - --1 m `� cv I �cBQ T L L _ _ _ _ 6' - U M N s� b„b„ 6„ „ _ 3 IS AD ®2'" #_ P05T — POST / FT. LOAD - F- - I O a 0 I r'=° FROM OVE cV I - - - - J J b „ foil X& m 5�"-p STL. `Ax �x m „ I O }- PROVIDE P05T POST PIPE COL. m a a 5 6ALV. I I v z O HOLD DOWN (3) 2"XIO" IN STL. COL. 4'-O" 5'-O"— 6'-O" - '-C"— '�'-6 11 1 w Q w 0 N N cv n azz~gad V ry m GL. EVATOR ° ?w v a w `ten to a ® gx Q i �o��oQ�°0 } :"x a '� aQUM " �� °1ITS O PI N vlilnOF-al~ I)_.I o I ��Q_Z �n) T. p 0 4i W v-ly 3o fy A POST i �I a� _v_ ~ [Ito O U O Ox — O F ulJu,n� 7�FCpa, V H V � , \' I O�,�a7l9Qntu 0pb O m I O na_'-< �..z Uj wwnz OnQ m �V NOTE: DOUBLE ALL P.J. fV UNDER PARALLEL WALL ® IL BEDROOM PARTITION5 ABOVE a n m w !L b"X4" } BITTING �p NOTE: DOUBLE ALL P.J. o .D Qa-o"oak'-'�� 0 POST I = UNDER PA'RNLLEL WALL 44 I w-I;�w p Q Q BEDROOM `fl rla� ENTRY `—° S 1 Al ��"��w o d a- m (2) 1�"XIIJ" LVL FLUSH — PARTITION ABOVE 0 — — X v xl ® ® ® ® m 2 "XII " TJI 360 P.J. m lb" O.G. 2a"XI11" TJI 3b0=.J. a Ib" O.G. 2"xlo" P.J. ® Ib" O.G. w v N >o z m W/2"X6" SLEEPERS RIPPED :12 I n Q='a ° Q a i Q PROVIDE IL ® O U z p[ �z =. O z�nou� TOG E --�, - L;24x5Q >< 3 P05T m ' cn ° ' HOD IDOWN(3) IDE "XII " LVL _ (3) I _q " LVL (5) 1 J'XII 4" LVL N it o *CHI 6-3 POST 12X8Q 12XgQ V *C+dl 6-3 SL.T6. 5L.T5. 0 w �'-4" - I'-51I 7'--7 = �w-,� w x -w 2 5'-4" v (V _ (L (V O n IL= m 1L (V " 9 - pr PROVIDE _ ® -h+ 0 b"X6" AGQ 5 6ALV. x HOLD DOWN 2"XIO" N HOLD(DOWN , �n D N X fu P05T STL. COL. O z (3) I "XII " LVL ENCAPSULATED iv N GUS OM !� — a�— _ _ — 6 — (5) Ij"XI I j" LVL ENGAPSUL TED - Q V O _ _ - - - - _ - - - - On —( "XII " LVLENCAP5ULATED- - _ _ - - — Q 6"Xb" AGQ b"Xb" IN n "Xb" AGQ W O P05T POST 05T ZZ P05T — (3) Ij"XII " LVL NGAPSULATED Ul � O � z In F I R5T FLOOR PLAN I- % .�a 5GALE: 114" = 1'-O" UA 7— � u� Q WALL KEY c � \- - — _ �St 'IQ' l EXIST TO BE REMO�/ED o V" .(� ,p LrH� EX15T TO REMAIN `` 1 V 1 �'■ fit NEW WOOD FRAME GNST in ]�\� O O NEW POURED GONC BETE 1�- O © 4'x4" POST UNLESS OTHERWISE W �`/� � � 1U NOTED n ® HOLD DOWN AS NOTED HARD WIRED 5MOk:E ��(S O DETECTOR W/ BATTERY R (J`� BAG_ UP ^ ® 80 GFM FAN TO EXTERIOR Z Q HARD WIRED CARBON MONOXIDE N Q e DETECTOR W/ BATTERY BACK-UP � O Z MIN 12" A.F.F. A5 F'ER 2020 RESIDENTIAI_ GODS OF Nl-S z DENOTES EGRE55 WINDOW #� Q 7 Q N p i .... 4._ <D. Aa &k7TE"ETs' TODD O'CONNELL RCH ITECT P.C. 12'-0 TODD O'CONNELL, AIA 13'-3" 7 0 10 0, 3'-4" 5'-4" 3'-4" --8'-a 8�_�� 01 1200 Veterans Memorial Highway Suite 120 BUILD-OUT BUILD-OUT Hauppauge,NY 11788 P(631)650-6666 PROVIDE BUILD-OUT O (3) 2"XIO" (5) 2"XIO" BUILD-OUT O 631)650-6667 PROVIDE C(516)658-0325 m HOLD DOWN m m `o HOLD DOWN m *cx4425 TG. *CW14 *CX 4 j(Atlr(rr,':rr.;;rr(:a3i:rr;:'.tXalaS (3 2"XIO" (5) 2"XIO" FLU5H (5) 2"XIC" b Xb a N X ® O POST POST i i 21 I5 R5 O -RENDS ®I " l ,f ° PANTRY cc, VAULT 159 HT. O I ti A K�) DINING I r I ' . O o O LL ROOM O BATH -I - iU O l v 2" 10" (3) I "XII " LVL FLUSH RI �ro R G n n m b I ( o 0 0 > 2 xlo G J. m Ib O.G. N POSTtu sJ o ¢ Q o D_ q N 2 x8 �I I x BALCONY N _ 0 I I ILL � N o BATH y I I I KITCHEN I m p O o a I(I VAULT 13 HT. X- ® d� -� I I DECKING TO 'f' Z ® - 5'-6" a 3'-O" a 5'-6" 7'-O" .x X I I I a I SELECT —\ o C dJ GL. o � xh II I z 2Qx8Q m 'otiz o POST I 1/ 7~��R�11 _l 19 ...... .... I I O _ P05T �zN'o° ��o .". cf� — —_ —(3) 2"XIO° w u'o-s z w _ — - 3 STL. n; ui u v u1 m (5) 2"XIO" PLU5H 5'-O' m - - - - - - - - - - lvo O O �� = I I PIPE COL. J�DQ�° } u- - EVATOR \o � v�o y m d I I � zWUNz �F-N m- - - - - - - - - - — T — — = O III I I P05T I I�F�WwooZ�o W W�,vW— a 2"xlo" G.J. b11 I I o W x z z 0-0 10 w v m Ib" O.G. P05T I m I W _ o v o _ La RA15ED 14Q HT. (3) I XII _VVL PLUSH I I Q W J w o s l a w v tuI a _—�I I I I A p�W�Q�QILI0 O > z V F- it I- --� 2¢x8Q a ( IO I I -1 <wwa71>onQ°m n n n m 4 i n n i Q ��OIN nQNFv O -43 2 xl0 G J. ® b O.G. 2'xl0 G.J. ® Ib O.G. Q 2'xlo' G.J. ® Ib" O.G. RAISE 13 H 0-1, I I � III Zwo m O I I FAMILY R02M '��w�nlwdQ BEDROOM =� �- u- - IL VINE - v u,z �, IV I xQQ O N N wo>l,l� o w�d O 0.� ATTIC Q Oi ROOM I I I VAULT 13Q -1T. ( tt w N lii t v p° -� X ACCESS u cr X �' a N to~ 7- UIN� IL Q—Jtfl W 07 ll.l I I . KT0 �}'N0$OO Z - PROVIDE RAIL I I m z till O _ ® X TO CODE I I NEW UL APPRO PRE-FAB &A5 I Q= Q w Q N x- - - - - - - - - - - — — �'� F.P. TO> ESEL. BYOWNER - - - - - - - d�z� �z=o — -� EXTERIOR co STION AIR DUCTS o o I o v p v m I lU� ry III 5HALL BEA 15TED COMPONENT I COVERED --� OF THE F.P.; I TALL AGGORDINO I O BALCONY - a I I TO M NUT=. INSTRUGTION5 0 tt � ry 31"o 5TL. " II PIPE COL. 6, 15'-O" I Q 3'-6" 3'-6' n1 14'-6" IVE PROVIDE P I HOLD DOWN � (3) I "Xq " LVL PO/KS/T 3 2"XIO (3) 2"XIO" _l _ - -(5) 1 J"XII " LVL -- - PROVIDE RAIL PWGI2 80 PWG12 80 GUS OM GU TOM TO CODE HOLD DOIDE WN _ 8'-O' 7'- N _ - -7'-2" - - ry 4-O-' I X DECKING TO I X X 3 V Up I DECKING TO I = xI I t z a N ry5ELEGT COVEREDCOVERED I v ^, `n v cv N COVERED SELECT O N l w W m -' * m m * PROVIDE _ I BALCONY I -.I I I 2 b"X6" PROVIDE . _ - HOLD DOWN N ® m I I m 4L, Q P05T HOLD iDOWN - (3) 2"XIO" ,- b"Xb° 6"X6" x (5) I "X14" LVL ENCAPSULATED I m (5) 1 J"XII " LVL ENGAP5ULA D P05T (5) I "X14" LVLIENGAPSULATED — — — 2 XIO — — — — POST z N CUSTOM N _ tu b"Xb° PROVIDE RAIL b"X6" N PROVIDE RAIL b"Xb" N = POST = TO GODS la P05T N to TO GORE P05T 14-� -O' �I 13'-3" w 0 m m (L N N 7r7 01O d �" 14'-q" I'-6" 5'-4" -6" 34'-4" W 5EG0NrI ) FLOOR PLAN - I- 5GALE: 1/4" = 1'-0" H ` V tu LH LH O � u_ b WALL KEY tI 1 EXIST TO BE REMOVED ( ul J 4! V � � 3: EXIST TO REMAIN 7 NEW WOOD FRAME GNST 77 - NEW POURED CONCRETE ®b e 4"x4" POST UNLESS OTHERWISE +�— • IV NOTED Z ® HOLD DOWN AS NOTED Q HARD WIRED SMOKE Ia O DETECTOR W/ 5A7'TERY BACK-UP m It tf) ® 80 GFM FAN TO EXTERIOR fry N Z lU „ a HARD WIRED GAR130N MONOXIDE DETECTOR W/ BATTERY BACK-UP it "I U1 Z MIN 12" A.F.F. AS FIER O Q Z y/ 2020 RESIDENTIAL CODE OF NY5 tu DENOTES EGRE55 WINDOW # 0Q -7 Q UUl J_� EFt S_ TODD O'CONNEILL J. A R C H I T E C T P.C. TODD O'CONNELL, AIA Vxb" C.T. 0 16" O.G. 1200 Veterans Memorial Highway Suite 120 Hauppauge,NY 11788 -T —I A, P(631)650-6666 F_ _T T 1:2",16" 1111 O.G. 1:2"xl�,. R.R� a Irol, O.G. F(631)650-6667 PROVIDE: C(516)658-0325 CRICKET--N, /'CRICKET 2"Xb" 07.16 16" O.G. :2"xb" C.T. a 161, O.G. O.G. xlo" R.R. a 16" O.C. x 2"X10" R.R. a 16" O.G. VxIO" R.R. a 16" O.C. 211XI01, R.R. 16 J �Zz To KIW-L T�,;) UN"ERE lDr- of= NF R5- 0 x fit x (4 # z 21IX12"LID&E U < n 0 X 0 0 I- fl- T_W T I III III LL 1--0 T_ 'A"I 4, it[U -I- - M L =77, Z 01TD�0l-tLI_" NALL TO U E L l-'� Z IL�M) I- OF R F!�:Zs_j i00"W()(32 � LU 2"102" 'ZIDO-'! '13)t S) UVI (yIW 04" DOODO I--V) ly (v 0 lu -7 W, lu z W, (2) 11 J"XI4" LVL 5TkU0TVPZAL RlPer= r+ —1 L f/T N �I I I I I \1�' I I I � ��VOO��,p�-- - x — — - — OwinJ )QU�FOF z 7 < IPE�RK EE Y:L Ll FROV k%V LL T UNP I DE OF FAF RS-� -7 (Y 0 0 lu Z LU V_ 0k tu ZO ROOF PLAN SCALE: 1/4" 1'-0" ryry > 55 PT. MAX HEIOHT — — — — — — — — — — — — — — — — — — — — — — — — — — tic ttl 4 4v/ C9 tu WOO TO � � Be 9MMr1W_ LLI c�--------------- KALL KEY LU tu x LUEXIST 70 BE REMOVED 0 EXIST 70 REMAIN OIL OIL NEW V400D 7RAI-IE r�N5T OL RE7E NEW POURED GON(�, 4"x4" P057 UNLESS OTHERWISEO O NOTED HOLD DOWN AS NOTED AVERAGE GRADE (64.55) AVERAGE GRADE (64.55) HARD WIRED 5�/IO<E -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- OO D=_�,70R VV BATTERY k BAr-<-UF ,130 r-F1',1 FAN 70 EXTERI OR L05) 7r N FC� CARBON MONOXIDE HARD WIRED t� z DETECTOR N1 BATTERY E3AS<-UF 5<NrFLANE D I AORAM' O 0 z a MIN 12" A.F.F. A5 PER < 2020 RESIDENTIAL CODE OF N'rS CIE DENOTES EGRESS NlNr�,ON SCALE: 115" LU < \VNI:_ill LU 7_1W/Z777 17 FROV NbE _N<k- P37 '6 00) LO )> A R..C,HIT E S n TODD O'CONNELL PROVIDE 33,-4„ PROVIDE RCH H ITECT P.C. _ _ _ _ - — — — — HOLD DOWN HOLD DOWN TODD O'CONNELL, AIA 1200 Veterans Memorial Highway lo Suite 120 61 Hauppauge,NY 11788 I o P(631)650-6666 gl I 31'-8" I F(631)650-6667 - C(516)658-0325 I I �, � � a jrrrr�rr,;r•�rrf'rji�,:rr,;:�.r,X�1;i U U 4" GONGIRETE 5LAB I I m p OVER 6 MIL V.B. ON 4" I O X GARAGE ® �, O m X ® 2' I2" ID E O O I dJ COMPACTED GRAVEL _� '' 11 ON COMPACTED SOIL cV V cV DROP FOUNDATION I = _ I I IOX20 P. GONG. FOOTING I I nl N ^ FOR DOOR I N ffl pV(2) #4 REBAR W/2"x4" m KEYWAY;MIN. 56" BELOW I V aRADE. (TYPICAL) I O V1 POURED GONG I - — F'OUNDATION WALL PV#4 REBAR VERT. I I r �> 4b O.G. Ils- 01 I I m DROP FOUNDATION DROP FOUNDATION DROP FOUNDATION I 6 PROVIDE PROVIDE 106" 0 FOR DOOR FOR DOOR — — — — — — FOR DOOR — — _ J _ HOLD DOWN HOLD DOWN � Ij F - -- - - - - - - - - - - I � _ - - - - - z v I NL - - - - - - - - - - - (5) I ' Q LVL (5) 1 " 11 " LVL (5) 1 9 " LVL -� -I PROVIDE PROVIDE Ul HOLD DOWN HOLD DOWN z 1'-�i' 8'-3 I'-q 8-3" 2'-10Y2" 33'-4" O O Z k 70, (i � a m W C, tLL 7 -NUJ OARAOE PLAN ROOF FLAN FOUNr7)ATION PLAN Q�NO��W�wV �Z�QdVuiUwO � SCALE: 1/4" = 1'-0" SCALE: I/4" I'-O" SCALE: I/4" I'-Q" OUII d l�ll w1,u19zb0 QZ�v�z�v�z v uJ V E- OdJ~dd~I�-zd0 QVUOiWNWD 0�� 7�uiQui�OQ*�F F°u N�UWuIUoJNNvu dUI IL p_OCK�zzuJo K'n OU,v�N-C�v��N V z11) ,QN�OzZO 000JJ�(:),f) F Z IY ~O 7_001- K f�d2d�W�dLLiU Q zyo ziH�IYtH�O ', K K T.O.—4 T.O. ROOF +201 ELEV. +21'-5" 57ANDIN5 SEAM METAL ROOF TO BE SELECTED OVER 15# BUILDING FELT ►2 5TANDIN5 SEAM METAL ROOF TO �10 BE SELECTED OVER 15# BUILDING FELT 4x5 ALUMINUM GUTTER W/ 5x4 0. ALUMINUM LEADER TO BE W ALU � SELECTED BY OWNER WW 51DINO TO W SIDING TO - - - BE SELECTED (L BE SELECTED - O N T.O. 6ARA&E PLATE _ Ll W W O T.O. ROOF - _ ELEV. +10'-5" v Q (L Z ELEV. +10-5 N N N EJ 0-110-11 F] M El M Ed :71 FM r<n o Q OIUI �- 1F—�J _ El aaF 7110 [71 71 0 � [ F=7 0 0 = � 00 � GARAGE 5LAB GARAGE SLAB �— _ ELEV. +0'-5" 64.2) 1 I ' ELEV. +O'-5" - .2 a �� 7 7 0El �� AVERAGE_GRADE - LU _J piJ lul (b4.0) ELEV. O'-O" (b3.715 64.0 �-AVERAGE GRADE ((54.0) (65.5) : 1 b t �ELEV. O'-O" 63.�5 LU — NE5T ELEVATION NORTH ELEVATION Q �-- O- SCALE: I/4" = I'-O" SCALE: 1/4" = I'-O" O n, LH O � � O 0 N N � w A oQtu z 70 A R C H 1 T E C T S TODD O'CONNELL AIR CH I T E CT P.C. TODD O'CONNELL, AIA 1200 Veterans Memorial Highway Suite 120 Hauppauge,NY 11788 P(631)650-6666 F(631)650-6667 C(516)658-0325 r.c. ROOF T.O.T ROOF ELEV. +21'-3" ELEV. +21'-3" D STANDING BEAM METAL ROOF TO BE SELECTED OVER 15# IBUILDINO FELT STANDING BEAM METAL ROOF TO BE SELECTED OVER 15# BUILDING FELT 10 4x5 ALUMINUM OUTTER-W-45X4— ALUMINUM LEADER TO BE SELECTED BY OWNER T.o. ROOF T.O._500F V. +10'-5" ELEV. + # z T 51DNO TO SIDING TO BE SELECTED-----� BE 517-LEOTEDI ' 0 ILI c' t--: 0 LL kn p WXZO tu IUO GARAGE SLAB ,W IL v-11)0 (L -A :k I- T�'z :1,tI_ EL AGO SLAB ELEV. +V-51176-4—.27 III AVERAOE ORADE III (65.!5) ELEV. 01-01, (65-15) AVERAGE GRADE '0"Wv'c'0 LLI (65-5) r=Cff\1. U-5,T65-7757 z 3-+L-A Z 5- 1--13<- zoowo tu y qi X SOUTH ELEVATI ON FAST ELEVATION 0 1<1 <z v<'-y 9<1'o SCALE: 1/4" = P-0" SCALE: 114" 1'-0" 111 n Z>0 <LQL1 b IS)U- Z 13 7 ly T 6 CL o'n W 6 1-"o'O IL M LU I- LL ():�-A()- 0 -'3 n -1(1)ILI z M !� "S)) i')LU V T�:r Q) ()'S)z I-- 12 UA tu LU I" < v �'I)6 C) '0 z MI OL fu tu x lu < UA -flH I L-1 c, LLI ijA b ❑ ❑ ❑ ❑ [❑ 7-111 M ILL 3 IE79 EEM] Ell a IM-1 F M-1 OL � 0 F=--] El ❑ ❑ ❑ � � • OL [771 F= F=7 101 E I F=7 FLA -1 F=7� [71 F= ❑0❑ �❑ � ❑ D ❑ FULL NEST ELEVATION tu SCALE: 1/4" = 11-011 < O < —ALIGN P,06E T.O..O P,00fl* TODD O'CONNELL _L_J_�A R C H ITECT P.C. STANDING SEAM METAL ROOF TO TODD O'CONNELL, AIA BE SELECTED OVER 15# BUILDING FELT 1200 Veterans Memorial Highway Suite 120 Hauppauge,NY 11788 P(631)650-6666 F(631) 650-6667 C(516) 658-0325 w rl(c, r, rr h i .er�,f C6 f! FLASHING- T.O. SECOND FLOOP, Fl. ELEV.- _;2-4'-1 SIDING TO BE 5ELECTED 10 ROOF SECOND FLOOR _21 — — — — — — — — — — F-_Ll I( z T.O. FIRST FLOOR. PLATE ELEV. +12'-11 O LL zf 6 (D W 76 W y U IL2W 0-2 ILI ILI 6 4< 156,T)z F 0 ILI I tu > S IL I_ IL LLI ly o FIRST FLOOR 0<A Z Q_0:D Z '�v 0 cj 0 ELEV. +2'-11" (61.53) EA <I III) )()J) C, d, y 9 Qv LU AVERAGE GRADE 'n LU UJ Z>0 0 >-III cl ELEV. 0'-0" (64.55) kl) LJ 63.5 Ij IT 0 0-1 00)IL D' UL ty z--J tu(3 U() - w v> FKo[L K I'l <<(Y 6 6 ly u- NORTH ELEVATION 0)fl-fil_r III ,f)U, I-IL'I-IL ID SCALE: 114" 1'-011 < ]MIlloz 0 1 D'T'J)1 0 Q)I- Z%')0)lU P k W, < L X X T.O. ROOF ELEV. +54'-.D & it STANDING SEAM METAL ROOF TO It X BE SELECTED OVER 15# BUILDING FELT 1:2 FLASHING / 0 fu LU 10 12 t! q1O lu < T.O. SECOND FLOOR PLATE T.O. n SIDING TO Ci BE 5ELEOTED ok GAB-E RAIL TO CODE— tu A-8SECOND FLOOR LA I rk.V ELEV. +14'-1 11A < W .0. FIPSi FLO )R. PLATE OL ELEV. +12T IlL LLI LLI UA LIA b Llcn 00 Flf;Z5T FLOOP, ELEV. +2'-11 6 5_5T Ll AVERAGE GRADE P lq_)ELEV. 0'-0" (64.58) A t- z -NEST ELEVATION < SCALE. 114" = 11-011 LU ca < 4 Q i - T.O._ROOF _ _ A"R" H (T E C•T 5 ELEV. +34'-5" �TODD O E P.C.CT ONNELLL TODD O'CONNELL, STAND I NG SEAM METAL ROOF TO A I A BE SELECTED OVER 15# BUILDING FELT / \ 1200 Veterans Memorial Highway / \ 1 Suite 120 FLASHING 12 Hauppauge,NY 11788 P(631) 650-6666 \ r' F(631)650-6667 / \ ( C(516)658-0325 T.O. SECOND FLOOR PLATE ELEV_. +24-I SIDING TO O tL" n:ti ti BE SELECTED it } GABLE RAIL TO a CODE L(1 SECOND FLOOR _ ELEV. +14'-1" i- di O T.O. F I RST_FLOOR. PLATE z # LEV. +12'-I I° v L� iUd= € O W '�N v LL �wwu�F86 ZL 0. *w0-s -- - - o-�� Q~ON HZF dd�w�$n M z�ii�zOt u_€-u1 a d z w N}w ��N�n po ill FIRST FLOOR N I/1- €v "n W p -V 41 ELEV. +2'-I I" (6?.33) -- _- Q Z°D IS)z W v w-N -OOwO 1.2E(65.0) o�w1L�dwOp� pQ�F-d�e-�zd0 64 AVERAGE GRADE _ ,n ur w n zI >o�o p d m ( .0) dv�u r' oJ,o)- ELEV- O'-5' 64.38 , z N F��a� p� n€�w UI-uiQ �" WD,<�cn � SOUTH ELEVATION >d� �a � SCALE: 1/4" = 1'-0" z W o o Q N W o o FF md0,dz Q�u€��0kn0%Y-') O Z L1dUQ d<z<dwn- '$ dzy<3�$i o La t-F ddF NOp€ OU T.O. ROOF _ ELEV. +34'-8" - - - - - - - - - - - - - - - - - - - - - - FLASHING \ STANDING SEAM METAL ROOF TO X I s: BE SELECTED OVER 15# BUILDING FELT - E I / �IO Z 1(1 fu O <Y L 51MINO To BE SELECTED I: {_ / \ / / \ , 1U o �, T.O._SECOND FLOOR PLATE ur ELEV. +24'-1° m M w GABLE RAIL TO CODE UA _._ .. . SECOND FLOOR VhA ELEV. UA T.O. FIRST FLOOR. PLATE ((�� ELEV. +12'-I I" l_1 OLLU O — VA Q �� >} LA uA — L=jOL c� O T � O FIRST FLOOR V ELEV. +2'-11" OL Z_ AVERAGE GRADE _ R (64.0) (a (�V n I- W A r- zz jiy Q EAST ELEVATION z O z SCALE: I/4" = I'-O" u:j -k O 4 < p � Ll RIDGE VENT f (- a 2X12" RIDGE \ / 12 / ARCHi7ECt5` TODD O'CONNELL 2"X1,2" R.R. a 16" O.G. �10 / 12 FLASHING \ \ / �10 ;�A R C H IT E CT P.C. 5TANDING SEAM METAL ROOF TO / BE SELECTED OVER 1=5# BUILDING FELT / STANDING SEAM METAL ROOF TO TODD O'CONNELL, AIA 'R-30 INSULATION �V_L _ " BE SELECTED OVER I5# BUILDING FELT 1200 Veterans Memorial Highway 2'XIO G.J. m 16 O.G. - -- 2"X10" R.R. ® 16" O.G. Suite 120 (3) 1 ,"X�i Hauppauge,NY 11788 P(631)650-6666 (3) 2"XIO" W/ (2) �"Xci" 5TL. FP. F(631) 650-6667 C(516) 658-0325 2"X4" BRIDGING WI226 5TL.—Al 1 J"X14" LVL ENCAPSULATED ;6rr;rr,if;Crf - J 1/2" POLYSTYRENE RIGID INSULATION R-21 INSULATION O 1 2"X6" 5TUD5 ® 16" O.G. O � BEDROOM GDX PLYWOOD SHEATHING FAMILY ROOM IVING m ROOM VAULT 122 HT. - 51DINO TO , BE SELECTED O 1 I - RAIL TO GORE 2 "XII " TJI 060 F.J. ® I6" O.G. DECKING TO SELECT � a 2"X6" AGQ SLEEPERS RIPPED 4:12 a ;e 13 OCK 5P t NS BLOCK � 5PAN5 ; BLOCK SPANS WATERPROOF MEMBRANE ( w " 5HEATHING 2"X6" 5LEEPER5 RIPPED 4:12 ----- — —_- — HURRICANE STRAP�AT 1(1 (5) Ij"XIIJ" LVL - --- - - WI2X26 5TL. ENCAPSULATED m P5105.1 ROOF EXTENSION T" OPEN VENT PIPES THAT EXTEND THROUGH A ROOF SMALL BE N j TERMINATED NOT LESS THAN 6 INCHES ABOVE THE ROOF OR 6 Z 1/2" POLYSTYRENE RIGID INSULATION INCHES ABOVE THE ANTICIPATED SNOW ACCUMULATION, BEDROOM I SITTING WHICHEVER 15 OREATER. WHERE A ROOF 15 TO BE USED FOR R-21 INSULATION BATH BEDROOM � y 2 X6 STUDS ® I6 O.G. j ROOM/ENTRY i ASSEMBLY, AS A PROMENADE, OBSERVATION DECK OR � SUNBATHING DECK OR FOR 51MILAR PURPOSES ,OPEN VENT -1 " GDX PLYWOOD 5HEATHING —�— PIPES SHALL TERMINATE NOT LE55 THAN -1 FEET ABOVE THE ! O I ROOF. z lJ� SIDING TO - 13 BE SELECTED 1 I P3103.2 FROST OL05URE V Z I I WHERE THE 9-1.5 PERCENT VALUE FOR OUTSIDE DE51GN 2 XII TJI 360 F.J. ® I6 O.G. TEMPERATURE IS 0°F OR LESS, VENT EXTENSIONS THROUGH A R-50 INSULATION I j ROOF OR WALL SHALL BE NOT LE55 THAN 3 INCHES IN w0<u, o 1 4" CONCRETE SLAB DIAMETER. ANY INCREASE IN THE 51ZE OF THE VENT SHALL BE o z u (5) Ij"XI IJ" LVL w/bx6 Io,{o W.W.M. MADE NOT LE55 THAN I FOOT INSIDE THE THERMAL .ENVELOPE Q D_I I OVER 6 MIL Y.B. ON 4" WI2X26 5TL. OF THE BUILDING. o 1 3);I "XI I " LVL W/ (2)3 "XII' 5TL. FP. W12X26 STL. COMPACTED &RAVEL a,o T -- ( — ON COMPACTED 501E p m 0 F o n w Hz1 dQvwOW1QY LQ i zwONz�� n TABLE P3201.7 F BLOCK 5PAN5 BLOCK 5PAN5 BLOCK SPANS SIZE OF TRAPS FOR PLUMBING FIXTURES u N w w Q o z 1°o UJ I PROVIDE FLASHING AND u z a v z TRAP51ZE �z�T-'0w.m� v PIN HAUNCH TO FOUNDATION (INCHES) Y I Q N v°°� T O PLUMBING FIXTURE MINIMUM ,N*3 $ 0 0,,0 W v #4 REBAR ® 24" O.G. HORZ. 11/2 °��w=z Q w BATHTUB (WITH OF WITHOUT SHOWER HEAD AND/OR Q-~Q n y-F z Q~p BEDROOM O RECREATION WHIRLPOOL ATTACHMENTS) 10" POURED GONG1114z w d 2"X4" STUDS ® I b" O.G. ' 12" POURED GONG. BIDET O TRENCH FOOTING CLOTHES WASHER 5TANDPIPE 2 0° } r' d N ri v FOUNDATION WALL R-15 INSULATION - o,x 0�N�m I_ Hi/#4 REBAR VERT. 2 X4 AGQ SILL ® 48" O.G. v�u uj° DISHWASHER (ON SEPARATE TRAP I i/2 d 0 a 0, 1-z w o FLOOR DRAIN 2 N F p K ILI_u,w jy d U 1 T- " KITCHEN SINK (ONE OR TWO TRAPS, WITH OR w�'��w,-'''0�a`� O 4 CONCRETE SLAB 1 WITHOUT DI HWA 1 1/2 z F a o>Iu o° � w/bxb ,(o W.W.M. € S 5HER AND FOOD WASTE DISPOSER) m W x w v w OV3°R 6 MIL V.B. ON 4" ( �''N'-u- 014 COMPACC CTED 501E 4 K u,N )0 d'-'w 0 z lQ LAUNDRY TUB ONE OR MORE COMPARTMENTS 1 1/2 u 0 0 -A a v 0 0 LAVATORY I I/4 z; w° d= Tog z SHOWER (BASED ON THE TOTAL FLOW RATE fy G, ' O'n Z fy 12"x24:" P. GONG. FOOTING THROUGH SHOWERHEADS AND BODYSPRAY5) °Q= Q F?w Q a <W/(2) #4 REBAR W/2"x4" FLOW RATE: ua W u 6 w Q z Q ua$F TIYKE5-1WAY;MIN. 56" BELOW 5. OPM AND LE55 I I/2 °,-ov GRADE. (TYPICAL) MORE THAN 5.1 GPM UP TO 12.5 GPM 2 $ z x F z d x 0 ��-Qa1-,no p SGT I O�1 MORE THAN 12.3 OPM UP TO 25,5 GPM 3 MORE THAN 5 8 P P O 55 6 GPM '4 K 3 K 7 � -7 In SCALE: 1/4" = 1'-0" 4" FRESH AIR VENT THROUGH ROOF I I ' I I W LU z Q I w O I OL Ll ul w O 2 _ -------J--- 2 V Q (L z SHOWER (may N 1 I i I I I I I I 21 I 12 2::i I I 12 DW 1 (Y 1 1/2" : I I DW ILI Q, 5EGOND I SECOND FLOOR 1 TUB 1 I " I " FLOOR TUB " " G.O. - 1 G O cw—cW cw--cw— av w cw c —cw—uv—cw— cw cw H cw cw—cw—CM—cw LH 2" II I I11 3"1 -- --- ___ -- I _r 51TOYVEf� :: SHOWER _ SHOWER r-- ------ SHOWER 3 LU SHOWER SHOWER T------ �l 1 1 I I 1 1 1 I 1 I I I 2111 1 1 1 1 1 1 1 1 I 1 I 1 1 I I 1 1 1 1 1 Q Jam- I 1 21 q I 2::1 I 2" 1 1 I 1 1 1 12" 1 1 1:2 1 I 1 II 12" 2" I 12 1 1 2:1 I 1 2 1 I I I "1 i 1 I GW 1 1/2" 1 1 I I I/2" 1 11/2'. 1 1 I I/2" I 1 I I/2" I I 1 I/2" I GW FIRST i rt1B 1 1 TIMI 1 1 Lu 1 1 FIRST2::I K FLOOR I FLOOR TUB TUB f1 2 n 3' 2 2 n 3 2 2" 1 n u .Z a 2" " 2 n ii -HW HW HW- HW HW HW HW HW HW HW HW HW HW -HW- ` G.O. --- --- G.O. cw— —cw—cw cw—cw cw—cw cw —cw —cw cw —cw—cw— cw— —uv cw—cw—cw cw— —cw—cw—cw C*4 /\J` O 3 ,^ Lu n J CONNECT TO U 1 r-----i--9HOY R I 1 HOWE `c—�'—�—G"—cw—av—cw—cw cw—ar—cw—cw—cw cw— SUPPLY MAIN O Z �- HW O I I 1 I I I 1 1 HwH HWH O3: r O I I ��I j2 I GW I CONNECT TO I 1 1/2" 1 I WASTE MAIN GW d Ll I PUMP PUMP ry N O m DUMB I NO it l SER WASTE � o � z • i��UM�11�1C fi�I Sid SUi� �Y w < SCALE: I/4" = I'-O" — m � d I'-O" O Q p i RIDGE VENT 2Xi2" RIDGE FA k E,.W T T E E Y S" i / \ 2"X6" G.T. 0 I6" O.G. , ATODD O'E p ONNELL FLASHING m FLASHING ). STANDING SEAM METAL ROOF TO STANDING SEAM METAL ROOF TO � � � BE SELECTED OVER 15# BUILDING FELT TODD O CONNELL, AIA BE SELECTED OVER 15# BUILDING FELT 12 � 2XI2 RIDGE 2"XIO" R.R. a lb" O.G. �� 2"XIO" R.R. a I6" O.G. 2"X6" G.T. a lb" O.G. Suite120 1 00 Veterans Memorial Highway 211XS" G.J. a 16 O.G. i \ 12 Hauppauge,NY 11788 m R-30 INSULATION STANDING SEAM METAL ROOF TO �10 P(631)650-6666 HURRICANE STRAP 2";loll G.J. a 16" O.G. BE SELECTED OVER 15# BUILDING FELT 4x3 ALUMINUM GUTTER W/ 3x4 C( ALUMINUM LEADER TO BE � 2"XIO" R.R. ® I6" O.G. 631 650-6667 516)658-0325 SELECTED BY OWNER �; til�:rWf.;',rt�15i (5) 1 J"XI4" LVL ENCAPSULATED- (5) I "XII " LVL "(5) 2"XIO 1 ATTIC, m N ; (5) 1 J"XII 4" LVL 4x3 ALUMINUM GUTTER W/ 3x4 ' ALUMINUM LEADER TO BE II=V�NG DINING 1/2" POLYSTYRENE RIGID INSULATION SELECTED BY OWNER f ` ROOM I ROOM R-21 INSULATION O ZWo" STUDS a 16" O.G. , O " GDX PLYWOOD SHEATHING RAIL TO CODE - I ( 2"X12" G.J. a 16" O.G. ., DECKING TOSELECT SIDING TO BE SELECTED 2"Xb" AGQ SLEEPERS RIPPED 4:12 = _ _--__.._..__.....-. 4.;, 2"X6" STUDS a I6" O WATERPROOF MEMBRANE TJI 360 F J a 16 O G GDX O ING Ili" " PLYW OD SHEATH " 5HEATH I NG GARAGE _ t 2"X6" SLEEPERS RIPPED :12 I ' iE , I BLOCK SPANS 51DINO TO R-30 INSULATION O BE SELECTED ' I 2"XIO" F.J. a 16" _ m HURRICANE STRAP (3) 1 J"X II 4" LVL ENCAPSULATED I 4" CONCRETE SLAB 1-- ( W/6x6 10/(0 W.W.M. (y OVER 6 MIL VB. ON 4" O GOMPAGTED GRAVEL f ON COMPACTED SOIL z BEDROOM BEDROOM I/2" POLYSTYRENE RIGID INSULATION - R-21INSULATION 8" POURED GONG p } O 2"X611 STUDS a 161, O.G. FOUNDATION WALL " GDX PLYWOOD SHEATHING W/#4 REBAR VERT. Z ® 46" O.G. ' 3 N S DSELEGOfED IOx20 P. GONG. FOOTING u n W 4" CONCRETE SLAB KEYWAY;MIN. 56" BELOW u, w o v p w�_z~ W/(2) #4 REBAR W/2"x4" �,' " GRADE. (T(PICAL) o I o o 0 0 w/6x6 IoXO yyyy M 2 XII TJI 360 F.J. a I6 O.G. o 0-1 N D O OVER 6 MIL VB ro . ON 4" w w t V n w z w ON COMPACTED SOIL - - n z Q =O w f, M R-30 INSULATION d o K } _ SECTION G G - - 2"X4" STUDS ® I6" O.G. �, _ , „ d O Q W o o w Q W BLOCK SPANS -oil R-15 INSULATION SCALE: I/4 - I -O v PROVIDE FLASHING AND 2"X4" AGQ SILL PIN HAUNCH TO FOUNDATION #4 REBAR ® 24" O.G. HORZ. MECH. RECREATION w ~Q WINE o�oz.z�WF000 pQ��QKH�zd'- ROOM �u,wpz>oQQILw ROOM Q�NQu�,o�o�o} 10"' POURED GONG z w-w F z x o�>�w QIn 12 POURED GONG. Oi GLASS WALL FOUNDATION WALL 2xb sums. 16'O.G. ,�w 0-, TRENCH FOOTING 0 W/ #4 REBAR VERT. X 1/2"GDX SHEATHING 4" CONCRETE SLAB sIc'N6 TO MATCH HOUSE `v W V w= n$ w/6x6 1O,lO W W.M. 1/2'GYPSW BOARD DETAIL I/A-1 FOR ui w * III o,d n.o>wx0 u_ OVER 6 MIL VB. ON 4" (2)2xb AGQ SILL PLATE STRAP DETAIL V N O O Q O } COMPACTED GRAVEL 5/6"ANCHOR BOLT a 91-0"oz. z F N }Q Ul,1-o o [Cl ON COMPAGTED SOIL $u i z Ll 12x24" P. GONG. FOOTING SILL TTER1M�ITE�liv \ TRIM TO SELECT ()Q=�c f'w�Q W a � u " w w V w Q z Q UI x P.GONG.SLAB W/ I- IW(2) #4 REBAR W/2 x4 x d z=F 3 d a , o KEYWAY;MIN. 56" BELOW = z 6x6 10/10 WWM TO ALIGN GRADE. (TYPICAL) WITH EXISTING SLAB e ,� _ - SE✓T I O N 4. ro - SCALE: 1/4" = P-0„ -1 t 1=� � •. ooa�oo,�n oo�on,o„r�' � � n��nnr��n ,_ •e0 ��I�O 'COMPACT FILL EXPANSION JOINT I I— MIL POLY VAPOR BIARRIER Oz • 6'P.GONG.FOUNDATION e' 2x4 KEYWAY WALL v . 04 REBAR 2 FOOTIN&O 56'BELON ~ IL GRADE MIN, e W w v ° G O e Q 0 20" W O FOUNDATION DETAIL o � < o SCALE: 3/4" F I REPLACE O d cs N O Q 0 — — STOVE USE SIMPSON Z-MAX OR HDG CONNECTORS #t 5ECOND TO INCREASE CORROSION RESISTANCE FOR ALL HARDWARE IN CONNECTION FLOOR W/ AGQ LUMBER. WALL STUDS a I6" O.G. PROVIDE HOLD DOWNS AT 1 ALL CORNERS AND BOTH r SIDES OF OPENINGS 6' 'I ' OR GREATER IN W LU IDTH v DOUBLE 2X STU SIMP50N HDU5-5DS2. LH DRYER OAS HOOKED ANCHOR BOLT O MIN. 12" PENETRATION , INTO FOUNDATION FIRST '� METER ALL TO BE � , �` �, v / FLOOR INSTALLED AS PER MANUFACTURES s L Z SPECIFICATIONS AND NYS CODE 0A5- 5- 6_ BOTTOM PLA LU b � >5: —j AGQ SILL PLATE � � 'I�' HOT FURNACE TERMITE 5HIEL O SLAB ON GRAD e I O Y"L�TER ^^qp HEATR �9 a d II u O � O Q .n STUD PLATE TIES MANUFACTURED BY a v 10) D �I SIMPSON STRONG-TIE CONNECTORS MODEL No. R5P4 vn v , Ih e OR APPROVED EQUIVALENT AT EVERY STUD 0- z TO PLATE CONNECTION a r X D "x3"x�" STL. BEARING PLATE MANUFACTURED ' D BY SIMPSON STRONG-TIE CONNECTORS MODEL No. LBP5112 OR APPROVED EQUIVALENT USE SIMP50N Z-MAX OR HDG CONNECTORS TO INCREASE CORROSION RESISTANCE m 0k /60x12" HOOKED ANCHOR BOLT FOR ALL HARDWARE IN CONNECTION W /� THERMAL BREAK a V-O" O.G. AND 12" FROM CORNERS W/AGQ LUMBER. m O R I 5A5 RISER D I AC RAM AND WALL OPENINGS TYPICAL N N z z e OUNDAT 1 ON STRAFF I NC DETAIL 01.._D DONN DETAIL � o Q z SCALE: I/4" = I'-Oil � — SCALE: 3/4" = I'-O" SCALE: 3/4" = I'-Otu " llj O Fp- ID p HURRICANE ANCHORS MANUFACTURED BY SIMPSON 5TRON6-TIE CONNECTORS MODEL No. H2.5A 2'-O' R40S.1.2 ICE BARRIERS PROVIDE ICE PROTECTION WHICH r-� _• "�' GON515T5 OF AT LEAST 2 OR APPROVEDEQUIVALENT T EVERY LAYERS OF UNDERLAYMENT TO D D O'C O N N E L L � A RAFTER TO PLATE CONNECTION BOTH SIDES WHEN CEMENTED TOGETHER OR A -RAFTERS DO NOT ALIGN WITH STUDS SELF-ADHERIN6 POLYMER RCHITECT P.C. - WALL STUDS a 16" O.G. 12 EXTEND FROM�LO�wE-sro �ATOIOM5 EDGES OF ALL ROOF SURFACE"S TO A POINT NOT LESS THAN 24 TO D D O'C O N N E L L, A I A TINS INCHE5 IN51PE THE EXTERIOR WALL LINE OF THE BUILDING. 1200 Veterans Memorial Highway SIMPSON STRONG-TIE CONNECTOR lb ea. COIL 5TRAPPIN6 MANUFACTURED ASPHALT SHINBLE5 TO MATCH Suite 120 IEX15T Hauppauge,NY 11788 MDL. #H-TZ TO BE USED WHEN BY 51MP50N STRONG-TIE CONNECTORS OVER 150 BUILDING FELT RAFTER ALIGNS WITH STUD _ MODEL No. G516 OR APPROVED EQUIVALENT -50 BATT INSULATION P(631)650-6666 USE A MINIMUM OF TWO Sd \ �D 2x10 RR a 16,or- F 631 650-6667 NAILS THI5 SIDE WITH A / . °' '\ /2'COX PLYW00b SHEATHING TOTAL OF FOUR INTO RAF7/ I j BOTTOM PLA \, C(516)658-0325 \ VENTED VINYL SOFFIT RIM JOISTALUMINUM " I l 2"Xb"FASGIAP EDGE ;rrvvr v,fTir.,t r ift:r..ri::,rof-, m o "� ROOF RAFTS DOUBLE TOP PLA I 1/2"SHEET ROCK I I 2x10 G.J.a 16,O.G. o i I ALUMINUM 6UTTL-iz TO BE 5ELEGTED HURRICANE ANGH UFOn1R B SIMPSON IE ..........._s...�, O" b^ STUD PLATE TIES MANUFACTURED BY SIMPSON CONNECTOR5 MODEL No.H23A OR xb FRIEZE BOARD STRONG-TIE CONNECTORS MODEL No. R5P4 APPROVED EAUIVALENT AT EVERY OR APPROVED EQUIVALENT AT EVERY STUD RAFTER TO PLATE GONNEGTION BOTH -2I BATT INSULATION v SUB FLOOR 51CeS TO PLATE CONNECTION WHEN RAFTERS DO NOT 2x6 5TUD5 e 16"O.G. FLOOR JOIST ALIGN WITH STUD /2"cDx PLY104000 5HEATHIN6 n y , J /2'POLYSTYRENE INSULATION STUDS 0 16" 0.0.-/ II ° X"SHEET ROCK° lb 6a. COIL 5TRAPPIN6 MANUFACTURED BASE MOLDING T ° TWO 8d NAILS BY SIMPSON STRONG-TIE CONNECTORS NOTE. BE SELECTED INTO PLATES MODEL No. 0516 OR APPROVED EQUIVALENT ALL STRAPPING TO BE 5/4'PLYWOOD SUBFLOOR r -21 BAT INSULATION m INSTALLED AS PER MANUFACTURES 2•xe•a I6•OZ. 16HT 5d NAILS SPECIFICATIONS AND NYS CODE 2 a"XII J"TJI 560 F.J.a 16"OZ. (V INTO STUDS WALL STUDS ® 16" O.G. IM JOIST O fi�00 STfi AFF I NO 17ETA I L R-SQ GATT INSULATION z # FLOOR STfi AFF I NO 1�ETA I L RIM JOIST A5 BARRIER < ` J v SCALE: 5/4" = I'-O" SCALE: 5/4" = 1'-0" } USE SIMPSON Z-MAX OR HD6 CONNECTORS Z TO INCREASE CORROSION RESISTANCE X"SHEET RocK FOR ALL HARDWARE IN CONNECTION W/AGQ LUMBER. PROVIDE HOLD DOWNS AT m p a t w b ALL CORNERS AND BOT WALL STUDS ® I6" O.G. SIDES OF OPENINGS 6' tL H HURRICANE TIES MANUFACTURED BY W a W L °, 0 l0 0 0 w w SIMPSON STRONG-TIE CONNECTORS MODEL w F"I o-vat w OR GREATER IN WIDTH Q N p =1-0 No. H2.5 OR APPROVED EQUIVALENT AT EVERY tu o W }o L q, DOUBLE 2X 5 RAFTER TO BEAM CONNECTION BOTH SIDE F o Q H SIMPSON HDU5-5D52. 2•x6'5TIJD5 o Ib"0.0. N woo M W R-2I MATT INSULATION O F uI W Im /2"GDX PLYWOOD SHEATHING p z v w vi N V BOTTOM PLA 9 TYVPK HOUSE WRAP w to <_ o p �® 5/4'PLYWOOD SUBFLOOR /2'POLYSTYRENE INSULATION O W),W p:Z v m Q w P- RIM JOIST m IDING MATCH EX15nNG p Q'� Q Q z°Q p 2 "XI I J"TJI 360 F.J.a 16'O . Q V NO t-to ° O m wwpz>00< ROOF RAFTS R-50 BATT INSULATION O N-W z*W o- 2-toQw60 HD_V Q1_'n �I-to P05T GAP MANUFACTURED BY SIMPSON 0 0�0-ow 1 o z-1° _ww STRONG-TIE CONNECTORS MODEL No. BG52-3/6 �-�-��w N � 1 OR APPROVED EQUIVALENT INSTALLED AGQ SILL PLATE i AS PER MANUFACTURES SPECIFICATIONS TERMITE SHEILD• SILL INSULATION ��V r °to to 51A3 FLOOR ALL STRAPPING TO BE z z�0 o W> a U o z } FLOOR JOIST INSTALLED A5 PER MANUFACTURES m o w r o- Z SPECIFICATIONS AND NY5 CODE INSTALL SFI�r MIN.1 ANCHOR BOLT EXTENDED A z o `ri- SILL PLA BEAM �,' CEILING AS PER R302.18 _ , I� PLATE SECTION z Q W A 1 N ( MIN.12'INTO GONG.SPACED MAX.3b' U w W O N z O w MI ° SHIEL I6 6a. STRAP TIES MANUFACTURED 5 - I O.G.AND MAX.OF 12'FROM THE END OF p Q 0�Q~w Q Q TER TE /8' THREADED STEEL (K BY SIMPSON STRONG-TIE CONNECTORS W W p w 4 I z FOUNDATION WALL ODEL No. G516 OR APPROVED EQUIVALENT. IO"WIDE POURED GON00 P5 d d u~o o Q 51MP50N HDU5-SD52. DECORATIVE COLUMN COVER ' FOUNDATION WALL 3,50E PSI STRAP TO HAVE MIN. 12" BEARINS ON THE STUD ' 1114 REBAR I W/ST BAR a 48" O.G.VERTICAL AND WRAP UNDER SILL PLATE AT FOUNDATION. DOUBLE 2X 5TU bxb COLUMN I MASTIC DAMP PROOFING �I I EXTERIOR OP FOUNDATION AS "x3"A" STL. BEARING PLATE MANUFACTURED SIMP50N HDU5-SD52. COLUMN 5A5 I «4 REBAR PER R406 BY 51MP50N 5TRON6-TIE CONNECTORS MODEL No. LBP5'2 OR APPROVED EQUIVALENT HOOKED ANCHOR BOLT FINISH BRP,DE MIN. 12" PENETRATION , i IGAL 5W'xl2" HOOKED ANCHOR BOLT INTO FOUNDATION ® 3-O O.G. m EXPANSION JOINT ' I—III—III—III- - W/-I" MIN. EMBEDMENT INTO CONCRETE -III-IIIIII �!� 4'CONCRETE SLAB - WITHIN 6-12" OF EACH END OF PLATE ry 6X6 1$wwM OVER - —�' �00 6 MIL VB.ON 4' REBAR �jo 00 0 GOMPAGTED GRAVEL OQ(� MASTIC DAMPRooF11� ON COMPACTED SOIL T � 'J¢00 P5 O '� TO EXISTING DRYWELL z OUN�>AT I ON STi AFF I NO 1�ETA I L �� o�� 4 m PERFORATED PIPE Z 0 ((] t n �:. ;� O J C ANT O_Z W z SCALE: 5/4 = I -O ' M I FREE-DRAINING P. GONG. 5LA ' WHEN NOT ALIGNED WITH RAFTER, W I i GRANULAR MATERIAL m X 0 4 CONNECT KING STUDS TO TOP PLATE, �� a v�u��r O SEE ROOF STRAPPING DETAIL WRAP V4" 6AL5. 20 6A. COIL STRAP (2)#4 BARS VERTICAL Wr 8" I Z z VER TOP OF TOP PLATE 8 NAIL BOTTOM LEG � COLUMN BA5E MANUFACTURED BY a 12"X24"DEEP POUR.GONG.FTC. 11I Q 51MP5ON 5TRON6-TIE MODEL 5,500 P51 CONCRETE(2)e4 0— —0 (L F- < ROOF 6 HORIZONTAL STEEL REINFORCING No. 05066-5D52 INSTALLED a BARS IN EACH DIRECTION p W 0 AS PER MANUFACTURER-5V lu z SPECIFICATIONS OR APPROVED EQUIVALENT O USE SIMPSON Z-MAX OR HD6 CONNECTORS P. GONG. CHEEK WALL FOUNDA71 ON DE7A I L � �, o 0 CRIPPLE TO INCREASE GORRO51ON RESISTANCE /� N� STUDS DOUBLE TOP PLATE FOR ALL �RDCWQAREMIBNER CONNECTION i Oi�Gf� STfi�Ai�F O SCALE: 5/4" IN I� TIL ccyy SOLD 1�Ol�lN I7T I L SCALE: 5/4" = I'-O" QC > SAVER JACK Ij" MIN. EDGE STUD DIFFERENCE HURRICANE ANCHORS MANUFACTURED BY USP CONNECTORS MODEL No. TMU26,TMU210 FULL LENGTH OR APPROVED EQUIVALENT AT WALL STUDS RAFTER TO RIDGE CONNECTION WHEN 1-1 FRAMED OPENING FOR NEW RAFTERS DO NOT ALIGN WINDOW OR EXTERIOR DOOR 4' 5/5"0XI2" STEEL ANCHOR ` HURRICANE ANCHORS MANUFACTURED BY _ O BOLTS AT 3'-0" O.G. MAX. LISP CONNECTORS MODEL No. 5T22 MIN EMBEDMENT OF '1" OR APPROVED EQUIVALENT AT EVERY OOF RAFTERS �J RAFTER TO RIDGE CONNECTION LU SEE PLAN." WHEN RAFTERS ALIGN RIDE <1 Ld NOTE: I O O UPLIFT CONNECTION 15 REQUIRED NO UPLIFT CUNEGTORS AT EACH END OF THE HEADER AND AT O REQUIRED tHI5 AREA BOTTOM OF HEADER STUD' IN ADDITION (� V TO CONNECTORS AT WALL STUDS AND AT TOP AND BOTTOM OF CRIPPLES. NGI IO !JOLT JJ T I L OL �• �� SCALE: 3/4" = I'-O" 1..� La 6 Ga. STRAP TIES MANUFACTURED BY 51MP50N STRONG-TIE CONNECTORS USE SIMPSON Z-MAX OR HD6 CONNECTORS R I DO E 5TRAFF I NO OET A I L N o w MODEL No. 051'6 OR APPROVED EQUIVALENT. TO INCREASE CORROSION RESISTANCE \II STRAP TO HAVE MIN. 12" BEARING ON THE STUD FOR ALL HARDWARE IN CONNECTION - m t'- Z � "11 AND WRAP UNDER SILL PLATE AT FOUNDATION. W/ AGQ LUMBER. SCALE: 5/4 I O O Q 7- CONNECTOR l�)ETA I L W � SCALE: 5/4" = 1'-0" O < 0 La i TABLE R402.4.1.1 - AIR BARRIER AND INSULATION INSTALLATION00-0 i COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA A CONTINUOUS AIR BARRIER SHALL BE INSTALLED T CONTINUOUS BEAD IN THE BUILDING ENVELOPE ' OF SEALANT / AIR- PERMEABLE INSULATION SHALL NOT BE USED A5 �H I T T"5 I I � GENERAL REQUIREMENTS THE EXTERIOR THERMAL ENVELOPE CONTAINS A IVI A SEALING MATERIAL TODD O'CONNELL MANUFACTURED THIN-PROFILE CONTINUOUS AIR BARRIER A{R C H ITECT P.C. ---EXISTIN6 ATTIC VENTILATION BAFFLE VENTED AIR SPACE BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE �4 FLOOR ASSEMBLY (FULL WIDTHATTIC INSULATTON SEALED / INSULATION111R THE AIR BARRIER IN ANY DROPPED CEILING/SOFFIT TODD O'CONNELL, AIA '-'- CEILING / ATTIC SHALL BE ALIGNED WITH THE INSULATION AND ANY THE INSULATION IN ANY DROPPED CEILING/SOFFIT 1200Veterans Memorial Highway CONTINUOUS MINIMAL / �PTIONAL ELEVATION GAPS IN THE AIR BARRIER SHALL BE SEALED SHALL BE ALIGNED WITH THE AIR BARRIER Suite120 AT CAVITY INSULATION ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE Hauppauge,NY11788 EXPANDING FOAM /'. WALL DOORS TO UNCONDITIONED ATTICS SPACES WINDOW PERIMETER e XPANDIN6 FOAM AROUND a �� — — SECTION THE PERIMETER OF LOOSELY a SHALL BE SEALED P(631)650-6666 - OUT RIGID INSULATION ONTINUOUS BEAD F(631)650-6667 OF SEALANT THE JUNCTION OF FOUNDATION AND SILL PLATE TO CAVITIES WITHIN GORNER5 AND HEADERS OF FRAME C(516 65&0325 EILIN6 OYP5UM BOARD " RIGID INSULATION BE SEALED. WALLS SHALL BE INSULATED BY COMPLETELY FILING THE ) AS AIR BARRIER WALLS _ CAVITY WITH A MATERIAL HAVING A THERMAL THE E A X AND JOIST INSULATION E JUNCTION OF TOP PLATE AND THE TOP OF L RESISTANCE E ISTIN6 S I } NTINUOUS BEAD RETROFIT wlm I v2°RI61D INSULATION XTERIOR INSULATED EXTERIOR WALLS TO BE SEALED OF R-5 PER INCH MINIMUM WALL EXTERIOR THERMAL ENVELOPE INSULATION FOR FRAMED S,rr INDOW UNIT A5 OF SEALANT q-00300 Scale:3/4° ■ r-o" KNEE WALLS SHALL BE SEALED WALLS SHALL BE INSTALLED IN SUBSTANTIAL CONTACT AIR BARRIER ONTINUOU BEAD AND CONTINUOUS ALIGNMENT WITH THE AIR BARRIER OF SEALANT THIN-PROFILE ATTIC EAVE BAFFLE AND VENT CONTINUOUS MINIMAL WINDOWS, SKYLIGHTS, AND DOORS EXPANDING FOAM AT NTINUOU5 MINIMAL 5-01004 Scala.3/4" = r-0• THE SPADE BETWEEN WINDOW/DOOR JAMBS AND a WINDOW PERIMETER EXPANDING FOAM AT FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE WINDOW PERIMETER I ., I SEALED CONTINUOUS BEAD SYP5UM BOARD , ` —MANUFACTURED RECESSED LIGHT RIM JOIST --OF SEALANT I X4 BLOCKING ENCLOSURE RIM JOIST SHALL INCLUDE THE AIR BARRIER RIM JOIST SHALL BE INSULATED 's �' ATTIC INSULATION � EILIN6 JOISTS I ` FLOOR FRAMING CAVITY INSULATION SHALL BE INSTALLED F. ONTINUOUS BEAD I I #'' FLOORS (INCLUDING ABOVE GARAGES & THE AIR BARRIER SHALL BE INSTALLED AT ANY TO MAINTAIN PERMANENT CONTACT WITH THE UNDERSIDE / OF ADHESIVE INDOW UNIT AS OF SUBFLOOR DECKING, OR FLOOR FRAMING CAVITY �---CONTINUOUS BEAD �+ ,' S CANTILEVERED FLOORS) EXPOSED EDGE OF INSULATION OF SEALANT AIR BARRIER �NLATEP EXTERIORINSULATION SHALL BE PERMITTED TO BE IN CONTACT WITH THE TOP SIDE OF SHEATHING, OR CONTINUOUS INSULATION INSTALLED ON THE UNDERSIDE OF FLOOR FRAMING ANDCONTINUOUS MINIMAL RIOR WALL -� = EXTENDS FROM THE BOTTOM TO THE TOP OF ALL m EXPANDING FOAM AT SHEATHING XPANDINS FOAM SEALANT PERIMETER FLOOR FRAMING MEMBERS WINDOW PERIMETER [�AT PERIMETER CRAWL SPACE WALLS 1' ONTINUOU5 BEAD EXPOSED EARTH IN UNVENTED CRAWL SPACES TO WHERE PROVIDED INSTEAD OF FLOOR INSULATION, 2-STUD CORNER WITH Ix4 BACKER e N OF SEALANT BE COVERED WITH A GLASS I VAPOR RETARDER INSULATION SHALL BE PERMANENTLY ATTACHED TO THE WITH OVERLAPPING JOINTS TAPED CRAWL SPACE WALL5 CONTINUOUS BEAD I DRYWALL CEILING Z # I F SEALANT 5-00006 9cale:5/4" ■ I'-0" RECESSED LIGHT FIXTURE SHAFTS / DUCT SHAFTS, UTILITY PENETRATIONS, AND FLUE Q p ONTINUOUS BEAD t PENETRATIONS SHAFTS OPENING TO EXTERIOR OR E- - UNCONDITIONED SPADE TO BE SEALED -I ONTINUOUS BEAD OF ADHESIVE AIR SPALINSATRECE�LOMNOINATTIG BATTS IN NARROW CAVITIES SHALL BE GUT TO FIT, OR z (�° OF SEALANT I ONTINUOUS BEAD NARROW CAVITIES NARROW CAVITIES SHALL BE FILLED BY INSULATION THAT O }- ONTIN000S SILL SEALER �. OF SEALANT ON INSTALLATION READILY CONFORMS TO THE AVAILABLE Z -FULL WIDTH OF MUDSILL CONATI USB BEAD 5�0'1041 Scale: 5/4" ■ Ib" CAVITY SPACE OF OUNDATION WALL h, ,. ONTINUOU5 BEAD GARAGE SEPARATION AS AIR BARRIER AIR SEAL BETWEEN GARAGE AND CONDITIONED v IY v w" OF SEALANT SPACE m �u°°��w~ o ONGRETE SLAB AS RECESSED LIGHTING REGE55ED LIGHT FIXTURES INSTALLED IN THE RECESSED LIGHT FIXTURES INSTALLED IN THE W 2 o n o o AIR BARRIER BUILDING THERMAL ENVELOPE SHALL BE SEALED BUILDING THERMAL ENVELOPE SHALL BE 5E,4,,LED d N EEVIO-f v --FLOOR ASSEMBLY LOCKING AS REOUIRED TO THE DRYWALL AIR TIGHT AND IC RATED a O o�T O W IL F- uN W?W YP5UM BOARD BOX PLUMBING AND WIRING GATT INSULATION SHALL BE GUT NEATLY TO FIT z d d�,,o*a M AROUND WIRING AND PLUMBING IN EXTERIOR. �,_ F 4- ONTINUOU5 BEAD ENCLOSURE WALLS, OR INSULATION THAT ON INSTALLATION u� t--Z w CONTINUOUS BEAD z III v$z = _N -OF SEALANT �n_r d z N Ll ° OF SEALANT z m a ATTIC INSULATION Q�W v u,o o z llJ 4 READILY CONFORMS TO AVAILABLEF SPADE SHALL o N d F�J w u o y1uo v ONTINUOUS BEAD CEILING JOIST EXTEND BEHIND PIPING AND WIRING F Q z 0-0 D z 1�V1 `I OF SEALANT SHOWER/TUB ON EXTERIOR WALL 0 THE AIR BARRIER INSTALLED AT EXTERIOR WALLS w Q F p m w -L O NTERIOR 6YM5UM --- - —' ADJACENT TO SHOWERS AND TUBS SHALL EXTERIOR WALLS ADJACENT TO SHOWERS AND u, I, z Q w V H TUBS SHALL BE INSULATED d w$z0 Q w o o= WALLBOARD AS BARRIER SEPARATE THEM FROM THE SHOWERS AND TUBS d o d Iu z d p A o 3" 3" N O nr d V Nlll l-III -� CONCEPTUAL AIR SEAL INO STRATEGY // _:.�' Mw Id�N �,' ",�° ,, ",: ELECTRICAL/ PHONE BOX ON THE AIR BARRIER SHALL BE INSTALLED BEHIND �m CONCEPTUAL AIR SEALING STRATEOY // coNCEPTUAL AIR SEALING STRATE6Y EXTERIOR WALLS ELECTRICAL OR COMMUNICATION BOXES OR o O N I�w I Q N LOWER WALL. SECTION UPPER WALL. SEGTI ON AT UPPER FLOOR BAND J015T — — AIR-SEAL BOXES SHALL BE INSTALLED a v o wty°z 0 v 5-02OII Scale:g/4" ■ I'-0• �ANDIN6 FOAM SEALANT HVAC REGISTER HVAG REGISTER BOOTS THAT PENETRATE BUILDING E T O N Q W F P K o L K I-w_ulluv< I/ n I n 11 I II AT PERIMETER BOOTS THERMAL ENVELOPE SHALL BE SEALED TO THE v d U u� w v a N 5-02002 Scale: 3/4 = I -O 5-02003 Scale: 3/4 = I -O ONTINUOUS BEAD OF SUBFLOOR OR DRYWALL a o>w�o a E o III SEALANT N,w�iL Q�w i-z�- I RYWALL CEILING WHEN REQUIRED TO BE SEALED, CONGEALED FIRE 0 w N O o Q N w p o M " GYPSUM BOARD CONGEALED SPRINKLERS z m RECESSED LIGHT FIXTURE SPRINKLERS SHALL ONLY BE SEALED IN A MANNER �f-m d}d �z o 2) LAYERS 2 RIGID INSULATION $v��o 0 o- Z THAT IS RECOMMENDED BY THE MANUFACTURER. v lu-I*o w�n ~ INSTALL I" RIGID INSULATION INSTALLED DURING FRAMING CAULKING OR OTHER ADHESIVE SEALANTS SHALL Q?J Q w w a OUT TO FIT BETWEEN THE —— NOT BE USED TO FILL VOIDS Bf TWE=N FIRE u�w v p w d z d = RAFTERS FROM SEAL BOTH z T �'' o I" RIGID INSULATION � SIDES ALONG RAFTER WITH AIR ATRF�t �ED LI6HTIN6IN ATTIC CEILINGS ROUGH OUT AROUND EXPANDING FOAM SEALANT. SPRINKLER COVER PLATES AND WALLS OR VENTILATION CHUTE VENTILATION CHUTE MAINTAIN EQUAL VENT SPACE "2040 5wle: g/4" ■ f'-0" -AIR SEAL PERIMETER FOR LENGTH OF RIGID INSULATION NSULATED EXTERIOR CD WITH EXPAN'71N6 �ATTIG INSULATION �X ERIOR WALL MATERIALS R-VALUES EMENT BAGKERBOARD FOAM SEALANT 1 j SHEATHING TUB SURROUND FINISH MATERIAL R-VALUE INSTALL I" RI61D INSULATION �:� , TUB UNIT VERTICALLY TO CONNECT 7- / 5-5TUD CORNER WITH RI61D INSULATION INSULATING SHEATHING TO RI61D / INSULATION BAFFLE. ' `- _ FOAM SEAL BOTH JOINT / STUB SURROUND BUILDING BOARD TUBj 'll 5-0000T Scale:8/4" ■ I'-0' PROVIDE BLOCKING AT BEYOND -` S OAVI7Y AT ATDEXTERIOR WALL �, r ONTINUOU BEAD I ONTINUOUS BEAD a GYPSUM WALL BOARD (Y2') 0.45 — OF SEALANT I OF SEALANT i " R161D INSULATION ONTINUOU5 BEAD „.; ` WA �I/ GYPSUM WALL BOARD /g 0.5625 \ , I OF SEALANT I INSULATED EXTERIOR Z Ul STUD WALL THIN PROFILE L PLYWOOD (Y2") 0.62 Z RIOR INSULATED I " RISID INSULATION I I^ I SHEATHING tu x —LEXTEVIDE BLOCKING AT I - ONTINUOUS BEA PLYWOOD (3/q") 0.�4 WALL XTERIOR INSULATED STUD CAVITY AT SHOWER WALL AT EXTERIOR WALL I OF SEALANT K 0 I ONTINUOUS, BEAD OF ( I _ -_ z V I'RI61D INSULATION A5 ATTIC EAVE BAFFLE GUT I"EXTERIOR INSULATION SHEATHING A5 SEALANT [ I NSTALL INTERIOR SHEATHING SIDING W AROUND MANUFACTURED VENT ATTIC EAVE BAFFLE AND VENT I PRIOR TO INSTALLATION OF XPANDIN6 FOAM I PREFAB FIREPLACE UNIT 5-OIG�O6 5cale:g/4' ■ I'-0" 5-OI005`xale3/4" ■ I'-o° � I � :; 1 ALUMINUM/ VINYL SIDING (NOT INSULATED) 0.61 `I REFAB ALUMINUM/ VINYL SIDING (142" INSULATION) TILE SURROUND FINISH ( , I FIREPLACE ( I COD FRAME U (L Q Z. EMENT BACKERBOARD FLOOR ASSEMBLY NSTALL I" RIGID INSULATION IINSULATED FLOORING N N N AT BOTH HORIZONTAL AND DRAINAGE PLAN VERTICAL POSITIONS N5ULATED EXTERIOR (` EXTERIOR s I //2� UD WALL I STUD WALL 4 1 (LEAVE�' GAP FOR EXPANDING FOAM) HARDWOOD 1-LOOKING (/4 ) 0.68 I AIR 5EALIN6 BEHIND TUB WITH 0.05 � ry O IS IN.PROFILE WALL SHEATHING - _ INSTALL EXPANDING FOAM I `' ., I THIN-PROFILE SHEATHING//SECTION TILE SEALANT AT INTENTIONAL SAPS " AT I RIGID IN5ULATIO EXISTING FLOOR I I 5-OIOOg5cale:3/4" • I'-o' CARPET WITH FIBER PAD 2.08 CONTINUOUS BEAD OF CARPET WITH RUBBER PAD 1.23 W A55EMBLY I a, SEALANT --CAVITY INSULATION [" ONTINUOUS BEAD OF > MINIMUM �" DRIP I — I 5ELANT MANUF. SHOWER I" RIGID INSULATION I_." PAN AIR SPACE (/2° UP TO 4") I.00 SOFFIT GLO XPANDIN6 FOAM WOOD FLOOR ASSEMBLY--- �— OD FRAME FLOOR ll 11 j ASSEMBLY ASPHALT SHINGLES 0.44 V — INSULATED CANTILEVER FLOOR// °' WOOD SHINGLES O,q7 CAVITY INSULATION WITH I"RI61D INSULATION CL05URE LU 5-0IOIq 5cale:g/4" , I'-0" AIR SEALING BEHIND 5HOWER WITH AIR SEALING AT PLATFORM FOR MANUFACTURED _ O THIN-PROFILE 5HEATHIN6 FIREPLACE ASSEMBLY DOORS 5-01007 5cale,5/4" ■ I'-0' 5-01012 5cafe:3/4" - 1'-0" O ATTIC INSULATION WOOD, SOLID GORE (I 3/4") 2.17 Id r INSULATED METAL DOOR (2") 15.00 _J fa FILING FRAMING 11 LOOR GRILLE W -SHEATH INTERIOR OF LOOR DUCT BOOT l—] > (u ' " RIGID ATTIC ACCESS TO ONTINUOUS BEAD OF LEGTRIGAL WIRE POURED CONCRETE PER I 0.08 O INSULATION +I" OF INSULATION SEALANT Fib? "; 1; LEVEL FLOOR TOP PLATE �1 / - - PLUMBfN6 PIP 77=`11111 I I I I I I I I I AOCE55 PANEL I!1 nO w RAW ACCESS PANEL TOP PLA _ 1J 5NU6 WITH PERIMETER EXPANDING FOAM N5ULATED FLEXIBLE DUCT XPANDIN6 FOAM O SCREWS SEALANT TIE AT INNER LINER SEALANT O ,n a ATTIC AT INNER LINER ALL STUD v I TRIM AS REQUIRED TIE AT OUTER LINER INISH GEILIN6 WALL STUD z AIR SEALIN6 AT ATTIC HATCH//FINISH SCREWS AIR SEAL.AT TOP PLATE PIPE PENETRATION AIR STEAL AT DUCT BOOT AIR SEAL AT TOP PLATE ELECTRICAL PENETRATION 5-02022 Scale:3/4' ■ I'-0" 5-01023 Scale g/4" = 1'-0" 5-0I053 5cale.5/4" = I'-0" 5-01024 Sea1e:5/4" = 1'-0" N N 1�LJ w m t- OZ oQ z 7 i " Load bearing or braced/shear wall 1Y2'round holes may be JOIST DETAILS Plate nail-16d(0.135"x 3/2') • above(must stack overwall below) Load bearing or braced/shear wall above � �+}�+ cut anywhere In web 1 Plate nail, 16d(0.135 x 3Y2') at 12"on-center Blocking panel: 1Y8'TY'Rim Board, (must stack over wall below when present) ALLOWABLE HOLES - TJI® Joists outside l hatched zone if Plate nail, 16d(0.135"x 3/2') When sheathing thickness exceeds/8', 2x stud wall at Floor panel nail- 1 Y4'or 1Yz"TimberStrand'8'LSL or No load bearing - they are located 3"away at 15'on-center at 16"on-center trim sheathin ton ue at rim board horizontally e;- Blocking panel: 9 9 16 on-Center 8d(0.131"x 2Y2")at 6"on-Center TJI"'joist. wall above Min.distance from Table A Min.distance from Table B Blocking panel: (edge-to-edge) ""'"""• Ilia"TJ"'Rim Board,1%"or Web stiffener Plate nail-16d(0.135"x 31/z'") g P from a ;A R C H i T E v required on both Web stiffeners required on 2x4 minimum Web stiffeners 1Y8"TJ''Rim Board, DO NOT larger hole. TODD O'CONN ELL 1,2'TimberStrand LSL or sides at A2W ONLY at 16"on-center* both sides at A3.4W ONLY squash blocks required each side 1Y4'"or 1Y2"TimberStrand'LSL cut or notch flange. RCH H ITECT P.C. TJI''joist Floor panel nail- Sheathing \ 1 boundary nails, \ 8d(0.131"x 2/z'")at 6"on-center* 1 ,� 1 1 „ at B3W ONLY or TJI joist O 8d(0.131"x2/z) 1/a'"ort /2 OEl. IN Web Stiffeners required at 4"on-center TimberStrand® Web stiffeners 5' O 0 °° 6" TODD O'CONNELL, AIA Rim-to-joist LSL rim board. B1 B1W required on both each side at A3. W O O sides of both joist 6" L, 2 x D, D, Closely grouped round Lz 2 x L2 D2 g 6 1200 Veterans Memorial Highway nail Toe nail-10d(0.131" ends at B4W ONLY No Ne/d cut minimum holes are permitted if minimum No field cut Do not cut Suite 120 Toe nail, Toe nail, I%"TY'Rim Board, When sheathing x 3" at 6"on-center DO NOT holes in (applies to all hole � 1 Z� ) the group perimeter holes in holes larger Hauppauge, 10d(0.131 x 3") 10d(0.131 x 3") (A3.1/A3.1 W only) thickness exceeds/s', min. Web stiffeners required End of joists at hatched ( PP s meets requirements for hatched 1 g ppauge,NY 11788 at 6"on-center at 6"on-center 1Y4'or 1 Y2'TimberStrand LSL. trim sheathing tongue on both sides at B1W cut reinholforcement. In cantilever except knockouts) q TJI'rim joist at rim board and B2W ONLY centerline zones than t/:~in reinforcement. round or square holes. zones cantilever p(631)650-6666 of support Web stiffener Toe nail-IOd(0.131"x 3") Table A - End Support F (631)650-6667 at 6"on-center* Install proper blocking to Blocking panels may be required required on both Must have 13/4"minimum support all panel edges B2 B2W Blocking panels may be required with braced/shear with braced/shear walls above or Minimum distance from edge of hole to inside face of nearest end support C(516)658-0325 sides at Al W ONLY A2 A2W* joist bearing at ends.Attach A3 A3.1 A3.2 A3.3* Pp P g B3 B3W B4 B4W O O O O O walls above or below-see detail B1 below-see detail B1 JOIST �, ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE - O DEPTH TJI Al A1W't` rimjoisfperA3defail. 2 3" 4" 5" 6Y2' T' 8%" 11" 13" 2" 3" 4" 5" 6%" T' 82ie' tT' 13" Srr�!!�;r, t;r r'�,((:rr�,r: .rttAli, P A3.4 AW4 Nail through 2x_cantilever,wood backer and A3.1 A3.2 A3.3 For additional installations specifications see Rim Board O 110 r-o" T-6" 2'-0" 3'-0" 6-0" T-0" T-6" z'-6" 3'-6" 4'-6" *For additional in specifications see Rim Board Details and Installation in A3W Details and Installation in WeyerhaeuserMstallation Guide O Ilia"TJ'Rim Board or Ilia"or 1Y2'TimberStrand° TJI'joist web with 2 rows 10d 0.148"x 3" 0 0 0 0 Blocking 1 ( 9„2" 210 T-o" T-6" 2'-6" 3'-0" 5•-6" 1'-tr' 2-0" r-6" 4'-0" 6-0" Weyerhaeuser installation Guide for Floor and Roof Framing.TJ-9001. for Floor and Roof Framing,TJ-9001. LSL.Nail with 10d(0.131"x 3")nails,one each at panel nails at 6"on-center,clinched. 230 T-6" 2'-0" z'-6" 3'-6" 5-6" 1'-0" 2'-0" 3'-0" 4'-6" 6-0" top and bottom flange. Nail to blocking panel with Use 16d(0.135"x 3Y2")nails with 3Y2'TJI® 360 T-6" 2'-0" 3'-0" 4'-0" 6'-0" 1'-6" 2'-6" 3 6" 6-0" 6-6" connections equivalent to floor panel schedule. joist flange widths. 110 1,0" ,=s z;_o zO s„ 30 s,_s„ T o T-s° 2 0 2'-s a s s o 6-0- reinforcement O..j �� 64Y length of TJI"'joist 8"diameter maximum hole for 117/8 1Y8"TJ"Rim Board 1Y4"or 1Y2'TimberStrand® 3'-6" � x 210 1 0" 1-6" 2'0 2 0 3 0 6 0 1'-0" 1'-6" 2'-6" 3%0" 6-0" 5'-6" 6'-6" �o^, and filler 16"deep blocking panels;6"diameter LSL. Nail with 10d(0.131"x 3")nails, Attach reinforcement to joist +1'/e" 230 T-o" T-6" r-a' 2'-6" 3'-0" 3'-6" 6'-6" T-0'. 2%0" 2'-6" 3'-6° 6-6" 5-6" T-o" r 4'-0"length of 8"diameter maximum hole for 117/s"- block. 4'-0"length maximumdeeoroshortering than 12'I long. one each at top and bottom flange. with one 8d(0.131' x 2Y2') 360 r-6„ z;-o 3,o„ 3;-6„ a'-6" s'-0" �,o„ T-6„ %6„ 3'-6" a'-6" s'-6" s'-s" T-s" � /;e &" 1 3/q'reinforcement 16"deep blocking panels,6 diameter with 9/2 and 11/$ TJI P g Attach reinforcement to joist nail at each corner 560 1-6 4-6 3-0 4-0 s-s 6-0 8-o z-s 3-6 4'-6" 5'-6" 7%0" T-6" 8'-0" - DO not cut flanges. J FI uniformly 110 T-0" 1'-0" 1'-0" 1'-0" 1'-6" 2%0° 3'-0" 5'-6" 1'-0" T-0" T-6" 2'-0" 3'-6" 4•-0" 6'-0" & '^ q`•8"diameter maximum hole for 1n� joists.on one side at E2, maximum for blocking panels 9/2 J with one 8d(0.131"x 2Y2') Horizontal blocking y 210 r-a' T-0" T-o" T-6" r-o" 2'-s" 3'-6" 6'-0" r-o" T-0" 2'-0" 2'-s° a'-o. 4%6" 6'-6" 8'-6'^ ... Web stiffeners 117/8'-16"deep blocking panels; both sides at E3 deep or shorter than 12"long. nail at each corner loaded joists ta'• 230 1'-0" 1'-0" ,'-o" 1'-s" z'-6" 2'-6" a'-o" 7'-0" 1'-0" ,'-o" z'-o" 3'-0" a'-o" s'-o" 7'-0" 9'-0'^ 1Y8"TX Rim Board Ilia"or 1Y2' panels between each Load from above required on both 5'diameter maximum for Do not cut flanges. � - • sides at E1 W ONLY blocking panels 9'/2'deep or TimberStrand`'LSL.Nail with joist. Nail to top plate with only. 360 T-o" T-o" T-6" 2'-s" 3'-s° a'-o° 8'-0" shorter than 12"long. 10d(0.131"x 3")nails,one 12"length of/4' q 560 T-tr' T-0" 2'-0" 3'-0" 4'-6" 6-0" 6'-6" 9'-0" T-6" 3'-0" 4'-0" 6-o" 7'-0" T-6" 9'-0"3 connections equivalent to Wood v� � e' Do not cut flanges. Ilia'TJ®Rim Board or 1%"or 1Y2' each at top and bottom flange. reinforcement on floor panel schedule. backer � eJe� oa 110 T-o^ T-0" T-o" T-0" T-o" 1' " 2'-0" 3'-6" 6-o" T-o" T-a' T-a' T-s" 3'-0" 3'-0" s'-s" T-s'^ 10'-0" g \ 210 1'-0" 1'0" 1'0" 1'-0" 1'0" 1'6" 2'-6" 3'6" 6'-0" 1'0" 1'0" TimberStrand LSL. Nail with 10d one side at E5 12"length of 3/4' 1� tiv e�e� ��\oaa5 16" 230 11_ r-o^ 1'-0" T-o° T-6" T-6" 3'-0" a'-o" T-o" 1'-0° T-0" 1'-0° z'-o" 3'-s" a'-o" T-o" s'-o'^ 1T-0" a ~ ;1 (0.131"x 3")nails,one each at Attach reinforcement to both sides at E6 reinforcement on one side ��u\ vqo� 360 T-o° T-o" T-0° r-o" z'-s" z'-s° 4'-6" 6'-6" 9'-0" r-o° T-0" 1'-6° 3'-0" 6-0° 6-6" u to and bottom flange. joist web with 3 rows Full depth vertical ca oj<t` �a p g at ET both sides at E8 F1 \en 560 r-o" 1'•0" T-0" T-o" 2'-6" s'-0" s-0" T-6" 10'-0" r-o" 7-0" F-0° 4'-s" 6'-s" -. 10d(0.148"x 3")nails at 5' blocking between 3,� 3/•• 3 3 Attach reinforcement P on-center,clinched.Use 2 each joist 4" 6" T' 8" 10" 12• tar, +s,q 4" 6" T' 8" 10" 12" 14r.' 16%" Less than 5" M •0 E7 E8 360 1'-0" 1'-0" 1'-0" 2'-0" 4'-0" 5'-6" 9'-6" 1'-0" 3'-0" 4'-6" 6'-0" 10'-0" 11'-0" 13'-6" �I) 2x4 minimum to joist flange with 2'•�at<` rows with 9Y2'and 117j8' Less than 5" 18 sso r-Y' T-0" T-o" 2% 4'-6^ T-o" 10'-6" 2'-0' 5-0 squash squash blocks p^ 8d(0.131"x 2Y2")nails at 5' �a�` TJI'ejoists. Gap*: WEB STIFFENER ATTACHMENT 3sa T-o^ T-0" T-o" 1% 2-0" 4'-0" T-0" 10'-0" 1-0" T-s° 1Y8"TX'Rim Board or on-center.When reinforcing E5 E6 20' 1 1 � Face grain a� �Y8'minimum sso r-o" r-o° CS Use 2x4 minimum squash blocks to 1/a' or 1/2'TimberStrand LSL. both sides,stagger nails. 23/4"maximum transfer load around TJI'D joist E1 E1 W Nail with 10d(0.131"x 3") E2 E3 horizontal E4 Not for use with X12"TJI®joist flange widths I' Table B - Intermediate or Cantilever Support O O nails,one each at top and 2 O 0Y2'for TJI® Nailing: Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support z bottom flange. EXTERIOR DECK ATTACHMENT Apply subfloor blocks installed at g ) Web stiffener both sides.* DEPTH TJI' z" 3" a• 5" H, 7" E ++" +3" z" 3" 4" s•' A� 7•' 9H E'SIZE Ir I Option#1: 560,560D See table below. l) TJI"joist blocking with end ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE - Structural exterior sheathingadhesive to all Y.joist-span See table below. With point load from above,and no support 13 U1 Flush bearing plate required. Flashing locations using 110 2'-0^ 2'-6" 3'-6" 4'-6" T-6" 1'-6" 2'-6" 3'-6" 5'-6" 6'-6" contact surfaces below,install web stiffener tight to top flange O Hanger height must Double TJI''Joist Filler Block: _Hanger Backer Block: Install tight Maximum/4 overhang two 8d(0.113"x 2Yz') Tight fit* (gap at bottom flange) W2" 210 2'-0" 7-6" 3'-6" 6-0" 8%0" 2'-0" 3'-0" 4'-0" 6'-6" 7'-6" be a minimum of 60% Attach per the table.Clinch to top flange(tight to bottom permitted at beam. Treated 2x_ nails or - 230 z'-6" S-0" 4%0" 6-6" 8'-6" z'-o" 3'-s" a'-s" s'-s" 7'-6" V z O a�` , Nailing Requirements 360 3'-0" 4'-0" 5'-6" 6%6" 9'-0" 3'-0" 4'-6" 6-6" T-6" 8'-0" ofjoist depth flange with face mount hangers). led er sp 2/2 screws, Depth Minimum Web nails when possible. 9g TJI- Joist Series Number Nails sso 3'-6" 5'-0" 6'-0" T-6" 10'-0" 4'-0° s-s° 6'-s° s'-o° s'-o° Clinch nails when possible. o�y� typical In. Stiffener Size Type See fastener Ilia"TJ'Rim Board or Ilia" �3\ Via\ yp ( ) yP End Intermediate 110 T-o° T-o" T-6" 2'-s" a'-o" 4'-s" s'-6" T-o° 1'-6" z'-s" a'-o" T-o" T-o" s'-s" table below. Maintain 1 , rip 110 All s/s"x 25�6"' - T-o° T-o" 2'-0" 3'-a' 4'-6° s'-a' 9'-0" T-o° 2'-0" 3'-0" 4'-s" a'-o" s'-o° 10'-0" p 11 O or 1/2'TimberStrand LSL. 8d 112/•' 230 1'-0" 2'-0" 2'-6" 3'-6" 5%0" 5'-6" 10'-0" T-0" 2'-6" 3'-6" 6-0" 8'-6" 9'-0" 10'-6" O f' N IL 2"distance(minimum)from 210 All 3/a"x 25/6'" 360 Q 7 0 To mount edge of ledger to fastener. 230&360 All 7/8'x 25/s'"' (0.113"x 2Y2') 3 3 sso 1'-s" 3=0" a'-s" s'-s" a'-o" 8'-6" 12'-0" 3'-0" a'-s" s'-o° b'-o" _1o'-s" 11'-0" 1z'o" Y to IQ F=F P Option#2: Q -0- hanger Fastener Allowable Load(�1(Ibs/bolt) 2x_strapping installed at Y3 16d 110 r-o" T-o" r-tr' T-o" z'-o" z'-s" 4'-s" a-s" T-o" ,'-0" r-o" 2'-s" s-a' s'-o" 9'-0" 1z'-o"' W F to o $❑l fill- to w / ---- 560 All 2x4'�1 210 1'-0" 1'-0„ 1'-0" 1'-0" 2'-6" 3'-0" 5'-6" 9'6" 1'-0" 1'0" 2'-0" 3'-6" 6'-0" T-0" 10'-0" 13'-0"' a O 07 } Backer block _ � � Yz"Through bolt joist-span locations using two 135"x 3''2') rL o��n- �o O � Face mount Rim Board Material /2'lag bolt /2'Through bolt with Air Space 2Y2'screws per joist,typical (0. 14" 230 T-a. T-o" T-o" 2-0" 3'-6" a'-0" 6'-0" 10'-6" T-0" T-0" 2'-6" a'-0" 6'-s" T-6" 11--0" 13'-6°' N o a'y to both sides of web P 1 YP 18" 4 4 360 1'-0" 1'-0" 2'-0" 3'-6" 5'-6" 6'-0" 8'-6" 12'-6" 1'-0" 2'-0" N-0° 5'-6" 9'-0" 10'-0" 12%0" 14'-0"' F z F Q v to O 0 (� hanger with single TJI"'joist 1y$'TJ°Rim Board« 480 695 O 20" 121 16d 5 5 560 T-o" T-0" T-6" 3'-6" 6-6" 6-6" 9%6" 13'-6" 1'-0" 3'-0" 5'-0" T-0" 10'-0" 11'-0" 13'-6" 16-0"' W to w <Z~ ~ 1/4"TimberStrand LSL 610 725 6150) Option#3: 560D 2x4 o F d z u- y Q Directly applied ceiling 22" (0.135"x 3Y2') 6 11 +10 1'-0" T-0" T-0" T-0" T-0" T-o" 7-6" 6-o" 8'-6" T-o" T-o" T-o" T-o" 3%6" 4-6" 8'-6" 1T-6°' 16-0" 5 fy 0 v L p o z 0a Web stiffeners required if sides of 1 Yz"TimberStrand®LSL 675 725 Y Pp 9 3j i- to W top O With top mount hangers,backer block required only H3 24"13) 6 13 210 T-tr r-o° I.Z.° T-o" T-o" T-o" 3'-6° 6-o" 1a-0" T-0" T-o" T-o" T-6" 4'-6" 5%6" 10'-0" 12'-6" 16'-0" O 0 I- J N H1 hanger do not laterally support at H2 for downward loads exceeding 250 Ibs or for uplift (1)Corrosion-resistant fasteners required for applications. PB1 W 16" 230 T-o" T-o" 1'-0" 11-o" T-6" 2'-0" 4'-0" 6'-6" 1T-a' T-o" T-0" T-o" 2'-s" F-o" 6'-0" 10'-6" 13'-6" 16'-6" o T v-'O w>- -service z v g p OWhen s ec►fied on the layout,one of -- -A z o_- least 3/8"of TJI`°joist top flange O O p y O 1 PSI Or PS2 sheathing, g 360 1'-0" 1'-0" 1'Z' 1'-0" S-0" 4•-0" 6'-6" 10'-0" 13'-6" 1'-0" 1'-0" 2'-0" 4'-0" T-6" 8'-6" 13'-0" 14'-6" 17'-0" Lo O O conditions. For nailingrequirements see a e 5,TJ- � 2 Allowable load determined in accordance with ASTM D7672. O g,face ram vertical w_ 4- � v q page O O the bracing options above is required 2 Construction grade or better to F Q W o to I- O 9001,Weyerhaeuser installation Guide for floor and 3)1Y8"TJ°Rim Board is allowed with joist depths<16"only. O 9 sso r-o° T-o" 1'-0" 1'-0" 2'-6" 3'-6" T-0" 11'-0" 15'-0" 1'-0" 1'-0" 3'-6" 5'-6" 9'-0" 10'-0" 14'-6" 16'-0" 18'-0" = d ( 1 p I P (3)Web stiffeners are always required for 22"and 24"TJI` 560D Joists 3 3., 3,,, o w p-z to O oI- (4)Maximum/2'shimmed airs ace. a" 6" 7" 8" to^ 12" 14,q is/4" 4" 6" 7" 8" 70" 12" 14/4 16 4 F Q i Roof Framing, TJ-9001. p Q� a�~IJ-z Q 0 FASTENING of FLOOR PANELS 3so 1'-0" 1'-0" ,'-s" 6'-0" 9'-0" 14'-6" 1'-0" a'-o" s'-6" 9'-0" 14'-6" 16'-6" 19--0" BEAM DETAILS z~NQNQ�° IL '0 Guidelines for Closest On Center Spacing per Row FILLER and BACKER BLOCK SIZES 16" Q v W F-w J a TJI"Joists 110 210 230 or 360 360 660 560D 360 1-0" 1'-0" 1'-0" 1'-0" 3'0" 16-0" 11'-0" 15'-0" 1'-0" T-6" 4'0" 17-0" 12'-6" 16'-6" 19'-0" 20'-6" Z j to C/O oe � TJI (1)tz) Rim Board 1/4. 20" _ O �to � out BEARING AT Nail Size 110,210, 360 and Ilia"TJ° TimberStrand°LSL TimberStrand°LSL Microllam® Parallam® 1/ z sso T-0" T-o° T-o" T-o" r-6" 6-6" 1T-s" ,s-s" r-o" 3'-0" s'-o" s'-6" 1a'-o" 1T-6' 19'-0" 20'-6" - fy O�l0 o n BEARING FOR DOOR BEAM TO BEAM 1 •• t'•• or wider LVL PSL Depth 9•z -11/s 14"-16" g1/z"-11?s 14"-16" 91z'-11%s' 14"-16" 18"-20" 11z/e' 14"-16" 18"-20" 22"-24" Rectangularhofesbasedonmeasurementoflongestside. Q 0.O ly F Z W O BEARING AT WALL CONCRETE WALL and 230 56o Rim Board 1/q 1rz • Leave Y8'of web(minimum)at top and bottom of hole.DO NOT cut joist flanges. 3 0 tL Q I-�O�p OR WINDOW HEADER CONNECTION 8d(0.113"x 2Y2'1,8d(0.131"x 21/ 4' 3" 6" 4" 3" 3" 4" 4" Filler Block(1) 2x6+3/8• 2x8+%" 2x6+y2' 2x8+Y2' 2x12+y2' Two Two Two Four'/4"x 15" • Tables are based on uniform load tables in current design literature. ~w N z to Q Q N (Detail H2) 2x6 2x8 sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 sheathing g to lY-W to 1-a�� 0-- 1i'8"TJ'r'Rim Board or Strap per code if top plate 10d(0.148"x 3"),12d(0.148"x 3Y4") 4"(3) 4"l3) 6 4" 3" 3" 5" 4" • For simple span(F minimum),uniformly loaded joists used in residential applications,one maximum size round hole may be located o O>w_L O Q W x 1Y4'or 1 Y2'TimberStrand' is not continuous over 16d(0.162"x 3'iZ') 6" 6" 16"(4) 6"le) 6"(sl 6"ta) 8'Y4) 6" Cantilever Filler 2x6 2x10 2x6+%" 2xl0+%" 2x6+Y2' 2x10+Y2' Not at the center of the joist span provided that no other holes occur in the joist. N I-N f*t�i u u LSL or blocking for lateral header Detail E4 4'-0"Ion 6'-0"Ion sheathing sheathing sheathing sheathing applicable Not applicable O w in O Q v O O s „ ( ) 9 9 �U) <Nui 13 LQ (1)Stagger nails when using 4"on-center spacing and maintain/a joist and panel edge distance.One row of fasteners is permitted(two at abutting 4'-0"long 6'-0"long 4'-0"long 6'-iT long z F 2 F support panel edges)for diaphragms.Fastener spacing for TJI°joists in diaphragm applications cannot be less than shown in table.When fastener spacing for Backer Block(1) ALLOWABLE HOLES - Headers and Beams K v I0 w 0 o T�T z0 O Z Strap per Code if top blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI joists. (Detail F1 s/8'Ora/q" 3/a"ors/8' �/8'or 1"Net 2x6 2x8 2x12 Two 3/4'x 15" _ (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least'/"and staggered. ) .55E TimbsrStrand� LSL Headers and Beams F- ~ z o plate is not continuous or H2 sheathing (3)With 10d(0.148"x 1'/z'")nails,spacing can be reduced to 3"on-center for light gauge steel straps. 2 x diameter of the ui III d z w? ly w H 0 over column Top mount (4)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than Ilia'(to minimizes splitting). Filler 16d(0.135" largest hole minimum Ii Q Q in O IS O v Q p g P 9)• Nail Size 10d(0.128"x 3'� g (minimum) " Backer 10d(0.128"x 3'� hanger (5)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1/4 (to minimize splitting). Y3 depth Protect untreated 1 splitting). Filler 15 one side 15 each side 25 each side Allowed hole zone 6 Can be reduced to 3/z on-center if nail penetration into the narrow edge is no more than 1Yq'(to minimizes littin Nail Face mount ( ) g Column wood from direct ■Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings supersede 15 hanger Quantity(z) Contact with recommendations listed above. Backer 15 15 15 concrete ■Maximum nail spacing for TJI'"'joists is 18"on-center. 0 L2 L3 See current Weyerhaeuser L4 ,„ (1)e necessary,increase filler and backer block height for face mount hangers and maintain e"gap at top of joist;see detail W.Filler and backer bock L1 O ■14 ga.staples may be substituted for 8d(0.113"x 2/z)nails if minimum penetration of 1"into the TJI foist or rim board is achieve,. dimensions should accomodate required nailing without splitting(12"minimum for backer blocks and 24"minimum for filler blocks). ° 1.55 E TimberStfamdm LSL O O literature for framing connectors ■To minimize splitting,maintain edge distance and row spacing of 2/2 x nail diameter or 3/a",whichever is greater. (2)Clinch nails when possible. ■Nailing rows must be offset at least Yz"and staggered. Header or Beam Maximum Round ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Guide for Floor Depth Hole size Multiple-Member Connections for Top-Loaded Beams and Roof Framing, TJ-9001. 9)4'9'z 3" Joists must be laterally supported at 8•, 8" 11Yq"-11'ja" 358' Fastener Installation Requirements cantilever and end bearings by blocking 14"_16' 4%8" Fastener O TJl®joist floor framing does E1 panels,hangers,or direct attachment to O General Notes See Illustration for allowed hole zone a rim board or rim joist. O • Allowed hole zone suitable for headers and beams with Piece #of not require bridging or uniform and/or concentrated loads anywhere along the member. Width Plies n, When fasteners are requiredn t e both mid-span blocking Round holes only Type Min. Length #Rows O.C.Spacing Location sides,stagger fasteners on the second 10d nails 3" 3171 side so they fall halfway between BEARING AT 12" 113 • No holes in headers or beams in plank orientation. Z 0_ COLUMN 2 12d-16d nails 3 Y4' 2'2' One side fasteners on the first side. Screws 31/8"or 3Y2' 2 24' W W Y Other Tres Joist® Headers and Beams Q � � O 10d nails 3" 3'2) Al Rim board joint f / 12" Both sides DO NOT bevel cut joist E2 between joists Z v Microllam LVL • 12d-16d nails 3 Y4' 2j2' E2 1 DO NOT overhang seat tuts 1.3E TimberStrand' and Parallam°PSL 3 beyond inside face of wall. on beams beyond the inside LSL hole zone hole zone 2 x diameter of the Y3 depth z 3 33/8"or 3Y2' Both sides Load must bea lied even) across 3• largest hole minimum 1/a" PP Y O face ofsu ort member. 9 (minimum) W V Screws 5 2 24" pp DO NOT cut,notch or drill W One side entire beam width.Otherwise,use � ,� Verily column capacity a, connections for side-loaded beams. holes in headers or beams except as indicated in Q W O y P y 10d nails 3" 3'2 12„ One side to and beam bearing ,3 1 (per ply) v 0- 0. Z L5 length.See current 4 12d-16d nails 3/a" 2 d ° ° ° ° illustrations and tables. Weyerhaeuser literature. 5"or 6" Both sides 11 Screws 2 24" Multiple pieces can be nailed or bolted together to CS 6 3/4' One side L6 form a header or beam of the required size,up to a TJI rim joist • •• Microllam® LVL and Other Trus Joists Beams N m f() •• 5"or 6' Both sides maximum width of 7" 1Y8"TJ''Rim Board or Parallam°PSL \ ty N Header or Beam Maximum Round 2 Screws 6 3/4 2 24" One side O O/ L3 1Y4'or 1 Yz'TimberStrand''LSL. allowed hole zone Depth Hole Size 3Y2' A2 r middle Y3 span 43/8" 32'bolts 8" 2 24 - (1)10d nails are 0.128"diameter;12d-16d nails are 0.148"-0.162'diameter;screws are SDS,SDW, USP WS,or TrussLOK® L1 d 1.3E TimberStrand® LSL allowed hole zone d ust 13/H O B1 7Y4'-20" 2„ COLUMN DETAILS (2)An additional row of nails is required with depths of 14"or greater. H1 _ ! See illustration for Allowed Hole Zone # (3)When connecting 4-ply members,nail each ply to the other and offset nail rows by 2"from the rows in the ply below. O General Notes B2 • Allowed hole zone suitable for headers and beams with uniform loads only. � BEAM ON COLUMN CAP NAILING AT BEARING (FLOOR) L5 • No holes incanil B3 r • No holes in cantilevers. TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist / • No holes in headers or beams in plank orientation. IV'TJ"'Rim Board or (Load bearing wall above) L 1Y4'or 1 Yz"TimberStrand" LSL. Joist may be shifted up to 3"if Use 61 Or Bc a>~ A One 10d(0.128"x 3") floor panel edge is supported O B4 intermediate bearings L One 8d 0.113"x 2Y2') nail into each flange and span rating is not exceeded. ( p g with load bearing or nail each side. Drive Do not cut joist flanges. , \ ' I � nails at an angle at Plumbing Drop braced/shear wall v ■y least 1Y2'from end. from abOVle P1 End of joists rLH at centerline ' �-� 3Y"minimum of support L2 z Also see detail B2 O COLUMN BASE 13/4"minimum end bearing intermediate bearing O - O single-familly applications 514'may be required for maximum LU Shear transfer:Connections equivalent capacity O ° to floor panel nailing schedule Rim to TJI®Joist o LU L Ilia"TJ"'Rim Board, TJI'560 rim joist:Toe o 1Y4'or 1 Y2'TimberStrand''LSL. j Additional joist is required if (� nail with 10d(0.128"x 3") floor panel edge is unsupported L4 o DO NOT use sawn L--1 or TJI 110 rim joist: nails,one each side of or if span rating is exceeded. O °" °a Exterior Deck lumber for rim O P2 One 10d(0.131"x 3")nail into TJI'joist flange TJI®560 ° ° " o / o Attachment board or blocking, ■(� each flange j Structural as it may shrink O t floor joist f TJI"'210,230,and 360 rim joist: ° a ° o after installation. INSTALLATION TIPS ° sheathing ELEVATED One 16d(0.135"x 3Y2')nail into o Use only n O COLUMN BASE each flange. •Subfloor adhesive will improve floor performance,but o engineered lumber. 1%"minimum bearing With depths>16",use TJI 360 rim joist. may not be required. o O , Top View n Safety bracing(1 x4 V/ Locate rim board joint between joists. ( n •Squash blocks and blocking panels carry stacked Protect untreated wood o minimum)at 8'on-center(6' v � BEAM ATTACHMENT at BEARING vertical loads(details B1 and B2). Packing out the web from direct contact with o See ALLOWABLE on-center for TJI'a'110 joists)and (� Z of a TJI joist(with web stiffeners)is not a substitute concrete 1Y2'knockouts H3 HOLES extended to a braced end wall. +� 1%"TJ'Rim Board or for squash blocks or blocking panels. at approximately Fasten at each joist with (v 1Y4"or 1 Y2'TimberStrand''LSL. 12"on-center-When When joists are doubled at non-load bearing parallel two 8d(0.113"x 2Y2")nails minimum (see WARNING). Q partitions,space joists apart the width of the wall for Bearing plate to be Optional plumbing or HVAC. P nw flush with inside face P3 non-shrink See framing plan(if applicable)or ; ' of wall or beam rout Drive nails at an •Additional joist at plumbing drop see detail 9 One 10d(0.128"x 3")nail each angle to minimize Weyerhaeuser Installation Guide for Floor 1 p 9 P( ) m w side of member at bearing, and Roof Framing, TJ-9000. For minimum y m 1- splitting of plate 1Y2'minimum from end end and intermediate bearing lengths. A Wt:" uhamser 0 Z • This sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001, and the Deep Depth Trus Joist TJI Joist Installation Guide, TJ-9006, which should be referenced for additional information. W � 0 4 v °C i TABLE R602.5(5) SIZE, HE I OHT AND SPAG I NO OF WOOD STUDS a BEARING WALL5 NON-BEARING WALLS TABLE R602.5(I) TABLE R602.5(I) FASTENING SCHEDUL CONTINUED MAXIMUM CONTINUE FASTENING SGHEDULI MAXIMUM SPACING MAXIMUM SPACING WHEN MAXIMUM 5PAGIN6 WHEN _°""� -� NUMBER AND TYPE NUMBER AND TYFE SPACING,OF FASTENERS LATERALLY WHEN SUPPORTING A SUPPORTING ONE FLOOR, SUPPORTING TWO FLOORS, MAXIMUM SPAGING WHEN LATERALLY LATERALLY " TE DESCRIPTION OF BUILDING ELEMENTS OF FASTENER ab,c SPAGING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER a'bc STUD SIZE SUPPORTING TWO UNSUPPORTED UNSUPPORTED WY-C' r C 7 EDGESh INTERM-DIATGe UNSUPPORTED STUD ROOF-GEILING ASSEMBLY PLUS AROOF-GEILING PLUS AROOF-GEILING TODD O'CONNELL ROOF SUPPORTS (INCHES) SUPPORTING ONE FLOOR STUD HEIGHT STUD HEIGHT J, ARCHITECT P.C. (INGHE5) (INCHES) HEIGHT Q (FEET) OR A HABITABLE ATTIC ASSEMBLY OR A HABITABLE ASSEMBLY OR A HABITABLE Q Q a 4-bd Box(2 "Xo.113") OR ASSEMBLY, ONLY (INCHES) ATTIC, ASSEMBLY (INGHE5) ATTIC, ASSEMBLY (INGHE5) HEIGHT (INCHES) (FEET) (FEET) )1 WOOD STRUCTURAL PANELS,SUBFLOOR,ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLE BOARD WALL BLOCKING BETWEEN CEILING JOISTS OR RAF7ER5 3-8,d COMMON(2Y2"XO.131");OR TOE NAIL SHEATHING TO FRAMING [SEE TABLE R6025(3) FOR WOOD 57RUGTURAL PANEL EXTERIOR WALL SHEATHING TO WALL FRAMING] TODD O'CONNELL, AIA O TOP PLATE 3-I0d BOX(2 Y2"XO 128");OR 6d COMMON2X0.113 NAIL S 5-3"X0.131" NAILS 30 s/e" -Y2" ad COMMON (2Y2"XO,I31")NAIL (roof);roof); CR,WALL or R5R5-OI I 6 12f 1200 Veterans Memorial Highway (2 /a" X 0.113'7 nail (roof) Suite 120 4-bd Box(2 "X0.113) OR 31 1/52" - bdsCOMMON NAIL (2 Y2"XO.131");or RSR5-01; 6 12f Hauppauge,pp Uge,NY 11788 2 CEILING, JOISTS TO TOP FLATE 3-bd COMMON(2 Y2"XO.131");OR PER JOIST,TOE NAIL (2 /e" X C.1139 nail (roof) 3-IOd BOX(2 Y211XO.128');OR bd (2 Y2"X0.131") DEFORMED NAIL 3-3"X0.131 NAILS 32 I lad COMMON (3"X0.148") NAIL;OR 12 P(631)650-6666 Ya F(631)650-6667 Ya° - I " 6 CEILING JOIST NOT ATTACHED TO PARALLEL RAFTER, 4-I0d BOX(3"X0.128")OR OTHER WALL SHEATHING 3 LAPS OVER PARTITIONS d COMMON(3 Y2"Xo.162");OR Y" GALVANIZED ROOFING NAIL, HEAD C(516)658-0325 3-Ib FACE NAIL Y2' STRUCTURAL GELLULOSIG FIBERBOARD 2 33 3 b (see Section R802.5.2 and Table 602.5 2) 4-3'X0.131" NAILS 5HEATHING DIAMETER,OR I Y4" LONG 16 ga. 57APLE WITH 2X4 10 24` Fi` 24 10 IFS �rAl�tt;rr,i;r;rr-f"r j-If, 74"or I" GROWN -- GEILING JOIST ATTACHED TO PARALLEL RAFTER TABLE R802.5 2 25 1 5/4" GALVANIZED ROOFING NAIL,7(b" HEAD 2X6 10 24 24 16 24 20 24 4 (HEEL JOINT) (see 5ectton R8o2.5.2. and Table R802 5 2) FACE NAIL 34 /32" STRUCTURAL GELLULOSIG FIBERBOARD DIAMETER,OR I Y2° LONG I6 on. STAPLE WITH 3 6 SHEATHING 1(6" OR I" CROWN FOR 51: 1 INCH = 25.4 mm, 1 FOOT = 504.,51 Y2" GALVANIZED ROOFING NAIL;5TAPLE a. LISTED HEIGHT ARE DISTANCES BETWEEN POINTS LATERAL SUPPORT PLACED PERPENDICULAR TO THE PLANE OF THE WALL. BEARING WALLS SHALL BE SHEATHED ON NOT LESS THAN ONE ' 4-IOd BOX(3"XO.I2b") OR 35 Y2" GYPSUM SHEATHING GALVANIZED, I Y2" LONG;I Y4" SCREWS, 7 SIDE OR BRIDGING SHALL BE INSTALLED NOT GREATER THAN 4 FEET APART MEASURED VERTICALLY FROM EITHER END OF THE STUD. INCREASES IN UNSUPPORTED HEIGHT ARE PERMITTED COLLAR TIE TO RAFTER,FACE:NAIL OR I Y4" X 20go 3-IOd COMMON(3 Y2"XO.148");OR TYPE W OR S 5 RIDGE STRAP To RAFTER 4-3"X0.131" NAILS s FACE NAIL EACH RAFTER I /4" GALVANIZED ROOFING NAIL;STAPLE WHERE IN GOMPLIANGE WITH E-XGEPTION 2 OF SECTION R&02.5.1 OR DESIGNED IN AGGORDANGE WITH ACCEPTED ENGINEERING PRAGTIGE. d �., 36 5/8' GYPSUM SHEATHING GALVANIZED, 15/8" SCREWS, TYPE IN OR 5 � , b. SHALL NOT BE USED IN EXTERIOR WALLS A HABITABLE A M Y 4 P e, 3-I66 BOX NAILS(3�"X0.135") OR 2 TOE NAILS ON ONE SIDE WOOD STRUCTUUAL PANELS,COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING c. TTIG A55E BLY SUPPORTCD B 2X STUDS 15 LIMITED TO A ROOF SPAN OF 32 FEET. WHERE THE ROOF SPAN EXCEEDS 32 FEET, THE WALL STUDS SHALL BE INCREASED TO 3-loci COMMON NAILS(311XO.I48");OR AND I TOE NAIL ON OPPOSITE 6d DEFORMED(2"X0.120") NAIL;OR 2X6 OR THE STUDS SHALL BE DESIGNED IN ACCORDANGE WITH ACCEPT}=D ENGINEERING PRAGTIGE. y 6 RAFTER OR ROOF TRU55 TO PLATE 4-IOd BOX (3"XO 128");OR SIDE OF EACH RAFTER OR 37 1/4" AND LESS 6 12 bd COMMON(2 Y2"X0.131") NAILS, 4-3'X0.131" NAILS TRUSS I i bd COMMON (2 Y2 XIO.201) AIL 6 12 TABLE R602. 0.4- BRACING METHODS A oWA * 4-I6d C �°xo N (5 OR TOE NAIL 31 Ye -I I Y4 lad COMMON (3°xo I46") NAIL;OR METHODS, MATERIAL MINIMUM THIGKESS FIGURE CONNECTION CRITERIA TABLE R501.7 DEFLECTION OF 5TRUGTURAL MEMBERS AS PER 3-loci COMMON (3"X0.148"),OR ROOF RAFTERS TO RIDGE,VALLEY OR HIP RAFTERS OR 43"XO.131' NAILS OR 8d DEFORMED (2 Y2 X0.120) NAIL 6 2 FASTENERS SPAGING1F ROOF RAFTERS TO MINIMUM 2' RIDGE BEAM FOR 5L• 1 Inch = 25.4 mm, I foot = 304.8 mm, I MILE PER HOUR = 0447 m/s;I ksi = 6,015 MPa 4-10ci BOX 3"X0.128' ALLOWABLE 3 Ibd BOX (3 X0.135") OR EXTERIOR SHEATHING PER 6" EDGES 12" FIELD STRUCTURAL MEMBER 2-16d COMMON(3 Y2"XO.162'9;OR TOE NAIL TABLE R602.3(3) DEFLECTION 3-lad BOX(3"XO.I28");OR a.NAILS ARE SMOOTH-COMMON,BOX OR DEFORMED SHANKS EXCEPT WHERE OTHERWISE STATED. NAILS USED FOR FRAMING AND SHEATHING 05-W5P 3/g RAFTERS HA/NC, SLOPES GREATER THAN 5/12 L/80 3-3"X0.131" NAILS CONNECTIONS SHALL HAVE MINIMUM AVERAGE BEND STRENGTHS AS YIELD STRE AS SHOWN: 8 0 KSI FOR SHANK DIAMETER OF O.I 12 INGH(20d CONTINUOUSLY SHEATHED WALL COMMON NAIL),10 KSI FOR SHANK DIAMETERS LARGER THAN 0.142 INCH BUT NOT LARGER THAN 0.177 INCH,AND 100 KSI FOR SHANK WOOD STRUCTURAL PANEL INTERIOR SHEATHING PER WITH NO FINISHED CEILING ATTACHED TO m bd COMMON (3 Y2"X0.162") 24" O.G. FACE NAIL DIAMETERS OF OJ42 INCH OR LESS. TABLE R602.3 (1) or R602.3 (2) VARIES BY FASTENER RAFTERS b.STAPLES ARE I6 GAGE WIRE AND HAVE A MINIMUM 7/I6-INCH ON DIAMETER GROWN WIDTH. 8 STUD TO STUD(NOT AT BRACED WALL PANELS) c. NAILS SHALL BE SPACED AT NOT MORE THAN 6 INCHES ON CENTER AT ALL SUPPORTS WHERE SPANS ARE 48 INCHES OR GREATER. INTERIOR WALLS AND PARTITIONS H/180 N lad (3"X0.128");OR 16" O.G. FAGS NAIL d.FOUR-FOOT BY e-FOOT OR 4-FOO7 BY 1-FOOT PANELS SHALL BE APPLIED VERTICALLY. 2_ 3"X0.131") NAILS e.SPACING OF FASTENERS NOT INCLUDED IN THI5 TABLE SHALL BE BASED ON TABLE R602.3 (2). H_ FLOORS L1560 f.WHERE THE ULTIMATE DESIGN WIND SPEED IS 150 MPH OR LESS,NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF 5HEA7HIN5 TO CS-0b� Z # Ibd BOX(3Y2"X0.135');OR GABLE END WALL FRAMING SHALL BE SPACED 6 INCHES ON CENTER WHERE THE ULTIMATE DESIGN WIND SPEED I5 GREATER THAN 150 MPH, CONTINUOUSLY SHEATHED GEILING WITH BRITTLE FINISHES (INCLUDING L/360 STUD TO STUD AND ABUTTING STUDS AT INTERSECTING WALL 3"Xo.131" NAILS 2" O G. FACE NAIL SEE METHOD G5-W5P SEE METHOD G5-W5P Q 1 CORNERS(AT BRACED WALL PANELS) NAILS FOR ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS SHALL BE BE _PAGED 6 INCHES ON CENTER FOR MINIMUM 48 INCH (� WOOD STRUCTURAL PANEL 3�g PLASTER AND STUCCO) Ibd COMMON(3Y2"X0.162") Ib" O.G. FACE NAIL DISTANCE FROM RIDGES,EAVES AND GABLE END WALL5;AND 4 INCHES ON CENTER TO GABLE END WALL FRAMING, Z ADJACENT TO GARAGE IF n1 g.GYPSUM 5HEATHING SHALL CONFORM TO ASTM C 1316 AND SHALL BE INSTALLED IN ACCORDANCE WITH GA 255.FIBERBOARD SHEATHING OPEN'NG5 CEILINGS WITH FLEXIBLE FINISHES (INCLUDING L/240 -� .162'7 I6" O.G. EACH EDGE FAGS NAIL SHALL CONFORM To A5TM C 20e,. GYPSUM BOARD) 0 BUILT-UP HEADER(2" TO 2" HEADER WITHY2" SPACER) h.5FACING OF FASTENERS ON FLOOR SHEATHING,EDGES APPLIES TO PANEL EDGES 5UPPORTED BY FRAMING MEMBERS AND REQUIRED Z \I Ibd COMMON(3 Y2"XO r I6d BOX( Y2"XO.I_5") 12" O.G.EACH EDGE FACE NAIL BLOCKING AND AT FLOOR PERIMETERS ONLY. SPAGING OF FASTENERS ON ROOF SHEATHING PANEL EDGES APPLIES TO PANEL EDGES ALL OTHER STRUCTURAL MEMBERS L/240 O SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING. BLOCKING OF ROOF OR FLOOR SHEATHING PANEL EDGES PERPENDICULAR TO l) Z 5-bd BOX(2 Y2'X0.113");OR THE FRAMING MEMBERS NEED NOT BE PROVIDED EXCEPT AS REQUIRED BY OTHER PROVISIONS OF TH15 CODE. FLOOR PERIMETER SHALL BE EXTERIOR WALL5 - WIND LOADa WITH PLASTER OR H/360 4-ed COMMON(2 Y2"Xo.131");OR 5UPPORTED BY FRAMING MEMBERS OR SOLID BLOCKING. I CONTINUOUS HEADER TO STUD TOE NAIL G5-F F STUCCO FINISHES 4-IOd BOX(3"XO.12b" WHERE A RAFTER 15 FASTENED TO AN ADJACENT PARALLEL CEILING JOIST IN ACCORDANCE WITH THI5 SCHEDULE ,PROVIDE TWO TOE NAILS O CONTINUOUSLY SHEATHED 1 SEE SECTION R602.10.6.4 SEE SECTION R602.10.6.4 ON ONE SIDE OF THE RAFTER AND TOE NAILS FROM THE CEILING JOIST TO TOP PLATE IN ACCORDANCE WITH THI5 SCHEDULE. THE TOE NAIL ON PORTAL FRAME �6 EXTERIOR WALLS - WIND LOADS" WITH OTHER H/240 I( w D<i' U O Ibd COMMON(3Y2"X0.162") 6" O.G. FACE NAIL THE OPPOSITE SIDE OF THE RATER SHALL NOT BE REQUIRED. F BRITTLE FINISHES a�Z~i�IL11Y IY 12 TOP PLATE TO TOP PLATE lad BOX (3"XO.12a);OR w p_ 3"X0.131") NAILS 12" O.G. FACE NAIL EXTERIOR WALLS - WIND LOADSO WITH FLEXIBLE H/120d Q T o n x o d IY v TABLE R�O2. RAFTER OR TRUSS UPLIFT GONNEGTI ON FORCES v r Ion X she thin. w g FINISHES. u1��oa Uwz� b-I6d COMMON (3 �"XO.I629;OR FACE NAIL ON EACH SIDE OF Gin b G d e f h (For Y2" thick sheathing) 1) O -1 12-Ibd BOX(3 Y2"XO.135");OR END JOINT (MINIMUM 24" LAP FROM W I ND (ASD) (fi OUNDS FER GONNEGT I ON) d /2 or 25�32 f O 1 '14" long X 0.12 thin. e p-0)1_j-1 w Q o v 3 DOUBLE TOP PLATE SPLICE 12-loci BOX (3"X0.128");OR SPLICE LENGTH EACH SIDE OF CS-SFB II (for 25/52" thick sheathing) 3" EDGES 6" FIELD LINTELS SUPPORTING MASONRY VENEER WALL5 L/600 F z *Z 0$ $o_ M EXPOSURE B CONTINUOUSLY SHEATHED IY1OXIr(1Ul'11 6 alvanlzed roofing Halls or e, common z W v `_o H p_E-0- IIA 12-3"XO 151" NAILS END JOINT) STRUCTURAL FIBERBOARD g g NOTE: L=SPAN LENGTH, H=SPAN HEIGHT p1 5 F Q z w Q Stud OC lrl (2 Y2" long x o.l3l"dia.) nails q. FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS v d`n w H. o o w p O lu ULTIMATE DESIGN WIND SPEED Ault (mph) 0 g F �N RAFTER OR ROOF SPAN 130 mph 140 mph HEREIN, THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN Q z - z w� V TRUSS SPAGING (FEET) AS O.-T TIMES THE COMPONENT AND CLADDING (ASD) LOADS w= a z o o ,o t V ROOF PITCH ROOF PITCH FOR 51: 1 INCH = 25.4 mm, I FOOT = 304.,5ri I degree = 0.0175 rod, I pound per 5cpare foot=47,8 N/ri I mile per hour = C.447 m/5. OBTAINED FROM THE TABLE R501.2(2). F��J 1Q i Z w Q V O a. Adhesive attachment of wall sheathing including Method GB, ehal I rat be permitted in Seismic Design categories G, DO, DI and 02. b. FOR CANTILEVER MEMBERS, L SHALL BE TAKEN AS TWICE O d w?z�o Q w o D F Ibd COMMON(3 Y2"X0.162") 16" O.G. FACE NAIL <5:12 >5:12 <5:12 >5:12 D Q� ,Q U H.T z Q b. Applies to panels next to garage door opening where supporting gable end wall or roof load only. Shall only be used on one wall THE LENGTH OF THE CANTILEVER. z F O D D W a o BOTTOM PLATE TO JOINT,RIM JOIST,BAND JOIST OR 12 `15 88 122 115 of the garage. In Seismic Design Categories Do, DI, and D2 roof covering dead load shall not exceed 3 psf. c. FOR ALUMINUM 5TRUGTURAL MEMBERS OR PANELS USED IN Q 0 p'1-w o m 4 BLOCKING (NOT AT BRACED WALL PANELS) 3'XO.�X") NAILS 135");OR 12" O.G. FACE NAIL 8 22 2 57 46 S z 1 N Qz d z i 1L F G. Garage Openings adjacent to a Method GS-G panel shall be provided with a header in accordance with Table R602.5 (1). A full ROOFS OR WALLS OF UNROOM ADDITIONS OR PATIO o o>> w Q N o A 24 14d 57 Id2 178 hei ht clear opening shall not be permitted to a Method G5-O onel 3-Ibd BOX(3 Y2"X0.135");OR 3 EACH Ib" O.G. FAGS NAIL g p g p p COVERS, NOT SUPPORTING EDGE OF GLASS, THE CONTINUOUS a w 28 167 53 216 200 d. Method CS-SFB does not apply In Seismic. DE61 n Gate cries D D P2. O - Q p_ BOTTOM PLATE TO JOINT,RIM JOIST,BAND JOIST OR 2-Ibd COMMON(3 Y2°X0.162");OR 2 EACH I6" O.G PAGE NAIL 12 O.G. pp y g g O, ALUMINUM 57RUGTURAL MEMBERS SUPPORTING EDGE OF O 0)IL ui O L 1�11 s BLOCKING (AT BRACED WALL PANELS) 4-3"X0.151"NAILS 4 EACH I6" O.G. FACE NAIL 32 185 170 240 222 e. Method a Iles to detached One and two-famil dwellin 5 in Seismic Desi n Gate cries D throw h D onl GLASS, THE TOTAL LOAD DEFLECTION SHALL NOT EXGEED H W-n w�d�� 56 205 06 264 244 pp ` y g g g o g 2 y 4-bd BOX(2 �"xo.113'7;OR 42 250 211 500 2-f8 L/1'75 FOR EACH GLASS LITE OR L/60 FOR THE ENTIRE - v 11 1-a E D v i -7 3-Ibd BOX(3 Y2"XO.I35");OR 48 258 236 556 511 LENGTH OF THE MEMBER, WHICHEVER 15 MORE STRINGENT. o)o w F Q ro w 0 w 1 4-ad COMMON(2 Y2"XO 151"),OR TOE- NAIL 12 126 117 162 150 __ FOR 5ANDWIGH PANELS USED IN ROOFS OR WALL5 OF 0 w 0 o o Q o u o o 4-10in Box(3"xo.l2b'7;OR 8 62 4d god d4 TABLE: R402.1.4 - 2020 NEW PORK STATE ENERGY CONSERVATION GODS SUNROOM ADDITIONS OR PATIO GONERS, THE TOTAL LOAD �v w o d r�i 1 zo O Z I6 TOP'OR BOTTOM PLATE TO 5"rUD 4-3" X 0.131 NAILS _r F= 24 1q8 182 255 257 DEFLECTION SHALL NOT EXGEED L/120. u w o N z 0 N w 3-I6d BOX(3 ,"x0.135");OR 28 222 205 287 266 EQUIVALENT U-FACTORS d. DEFLECTION FOR EXTERIOR WALLS WITH INTERIOR GYPSUM! <x 1'<�w Q w END NAIL D Q Q 2-I6d COMMON(3 Y2"xo.Ib2°);oR f6" O.G. 52 246 226 3d 2d5 BOARD FINISH SHALL BE LIMITED TO AN ALLOWABLE 3-loci BOX(3"X0.12b'7;OR 36 270 247 551 525 DEFLECTION OF H/180. z o 3-3°xo.13I° NAILS 42 506 28 3qQ 570 CLIMATE ZONE FENESTRATION SKYLIGHT GEILINO FRAME WALL MASS WALL FLOOR BASEMENT WALL DRAWL SPACE e. REFER TO SECTION R703.8.2. 3-lod BOX(3"Xo.l2b'7,OR 4,5 545 514 44-7 414 U-FACTOR U-FACTOR U-FACTOR U-VALUE U-VALUE U-VALUE U-VALUE WALL U-VALUE X 3 2-I6d COMMON (3 Y2"XO.162");OR 7 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 3_3"X0.131" NAILS FACE NAIL EXPOSURE G v 3-bd BOX(2 "Xo.113");OR ULTIMATE DESIGN WIND SPEED Vut (mph) 4 0.52 " 0.55, 0.026 0.060 O.Oc18 '0.047. , ;'0.05q 0.065 2-bd COMMON(2 Y2"XO.151'9;OR b I" BRACE TO EACH STUD AND PLATE 2-I0d BOX(3"X0.128");OR FACE NAIL RAFTER 0R ROOF SPAN 150 mph 140 mph 2 STAPLES 1 514" TRUSS SPAGING (FEET) 3-bd BOx 2 °Xo.113°,OR ROOF PITCH ROOF PITCH 5 0.30 0.55 0.026 0.06 O 0.082 0.033 0.050 0.055 2-bd COMMON(2 Y2"X0.131");OR <5.I2 >5:l2 <5: 2 >5: 2 I1 I" X 6" SHEATHING TO EACH BEARING 2-I0d BOX(3"X0.128");OR FACE NAIL - - AS MAX' AS MAX. 2 STAPLES, I"GROWN, Ibga.,l 5/4" LONG 12 161 151 Ids 06) PROPOSED AS MAX. -V.I.F. AS MIN. AS MIN. AS MIN. N/A AS MIN. 3-bd Box(2 '"Xo.Il3");OR 0 208 Ids 257 242 3-bd COMMON (2 Y2"xO 13');OR 24 256 25d 31-7 2d8 3-lod BOX(3"XO.I28'7;OR 2,5 28d 26a1 558 555 3 STAPLES, I"GROWN, Ibgo.,l 5/4" LONG 12 O•G• 52 521 2dd 5d8 575 TABLE: R402.1.2 - 2020 NEW YORK STATE ENERGY CONSERVATION CODE l) F_- N 20 I" X b" AND WIDER 5HEATHING TO EACH BEARING WIDER THAN I" X b' FACE NAIL 56 555 52d 45b 411 W W 4-8d Box(2 "xo.II3") OR 42 402 575 Odd 468 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT (a V_ 3-ad COMMON(2 Y2'XO.lsr);OR 48 450 420 560 524 3-IOd BOX(3"XO.I28");OR 12 214 201 265 247 4 STAPLES, I"GROWN, Ibga.,l 5/4" LONG 18 277 25d 542 522 GLAZED 4 FLOOR 24 340 518 422 3d6 _ z O CLIMATE ZONE FENESTRATION SKYLIOHT FENESTRATION GEILING WALL MASS WALL FLOOR BASEMENT WALL SLAB R VALUE GRAWL SPACE Qr v 4-5d BOX(2 #"X0,113'7;OR 16 O.G. 28 5b4 558 476 446 U-1-ACTOR b U-FACTOR SHGG b'e R-VALUE R-VALUE R-VALUE' R-VALUE R-VALUE ` & DEPTH d WALL R-VALUE e to Q 21 JOIST TO SILL, TOP PLATE O�:GIRDER 3-bd COMMON(2 Y2"X0.131");OR 52 427 5d8 52d 4d6 - -- -- --- - OL- 3-lod Box(3"Xo.126");OR TOE NAIL 36 411 438 585 54-7 20 OR i i 10 GONT. OR 10 CONT. OR �LI 3-3"XO.131" NAILS 4 0.32 0.55 0.40 / 4q i / / I N V V F- ain Box(2 "xo.1I3'7 42 555 49d 664 622 8 13 Id 10 2FT. 4" Or. TOE NAIL l i � i" ,� , 3 + 5 h ,. " �' �' 13 CAVITY 13 CAVITY O 4C5 5dd 551 745 6d7 z RIM JOIST,BAND JOIST OR BL_OGKING TO SILL OR TOP bd COMMON(2 Y2"X0.131");OR 20 OR 15 CONT, OR 5 GONT. OR 22 0.30 0.55 NR 4c1 3/I� 30 g PLATE (ROOF APPLICATIONS ALSO) IOd BOX (3"X0.128");OR 6"O.G. TOE NAIL 5 13 + 5 h 0 / 2FT. Iq CAVITY Ici CAVITY m m 3"x0.131' NAILS FOR 5 INCH = 25.4 mm, I FOOT = 304.8mm, I MILE PER HOUR= 0.447 m/s, N 3-ad Box 2 "xo.u3" ,oR 1 POUND =0.454kg, I POUND PER 5OUARE FOOT = 47.oi N/mZ, I pif 14.6 N/m AS MAX. AS MAX. N 0 2-8d COMMON(2Y2"XO151");OR PROPOSED AS MAX. -W.F. AS MIN. AS MIN. AS MIN. AS MIN. N/A AS MIN. AS MIN. p d (V < 23 I" X 6" SUBFLOOR OR LE55 TO EACH J015T 3-I0d BOX (3"X0.128");OR FACE NAIL -U.I.F. -W.F. B 2 STAPLES, I°GROWN, I6go.,l 5/4" LONG a. THE UPLIFT GONNEGTION FORGES ARE BASED ON A MAXIMUM 33 FOOT MEAN ROOF N Q HEIGHT AND WIND EXPOSURE CATEGORY B OR C. FOR EXPOSURE D, THE UPLIFT REFER TO CODE BOOK FOR SUPPLEMENT LETTER FOOT NOTES 24 2° sued ooR To JOIST OR GIRDER 3-Ibd BOX(3 Y2'xo.l3s");OR, BLIND AND FACE NAIL CONNECTION FORGE SHALL BE SELECTED FROM THE EXPOSURE G PORTION OF THE 2-16d COMMON (3Y2"Xo.162") TABLE USING THE NEXT HIGHEST TABULATED ULTIMATE DESIGN WIND SPEED. THE 2„ 3-I6d BOX(aY2,XO.ls5");OR AT EACH BEARING, FACE NAIL ADJUSTMENT GOEFFIGIENT5 IN TABLE R301.2(3) SHALL NOT BE USED TO MULTIPLY THE TABLE R501.2.1 pL 2s PLANKS(PLANK aBEAM - FLOOR e ROOF) 2-ibd COMMON I Y:"Xo.Ib2") TABULATED FORGES FOR EXPOSURE G AND D OR FOR THE OTHER MEAN ROOF PLACEMENT OF LAO SGREWS AND BOLTS IN DEGK LEDGERS AND BAND .JOISTS 3-I6d COMMON(3 �'XO.162") HEIGHTS. 26 BAND OR RIM JOIST TO JOIS-- 4-10 BOX(3"xo 12b'7;OR b.THE UPLIFT GONNEGTION FORGES INCLUDE AN ALLOWANCE FOR ROOF AND GEILING MINIMUM END AND EDGE I)ISTANGE5 AND SPACING BETWEEN ROW5 4-3"X0.131" NAILS ;OR END NAIL 4-3"X 149a. STAPLES,I GROWN ASSEMBLY DEAD LOAD OF 15 P5F. NAIL EACH LAYER A5 FOLLOWS, c. THE TABULATED UPLIFT CONNECTION FORGES ARE LIMITED TO A MAXIMUM ROOF TOE EDGE BOTTOM EDGE ENDS ROW SPACING 20d COMMON(4"XO.112");OR 52"O.G. AT TOP AND BOTTOM OVERHANG OF 24 INCHES. a AND STAGGERED d. THE TABULATED UPLIFT CONNECTION FORGES SHALL BE PERMITTED TO BE LEDGER 2 INGHESd 3/4 INCH 2 INGHESb 5/8 INGHESb 24" O.G. FACE NAIL AT TOP � Ica Box (3"xo.I2b'7;OR MULTIPLIED BY 0.75 FOR CONNECTIONS NOT LOCATED WITHIN 8 FEET OF BUILDING BAND JOIST` 3 b 5 b 27 BUILT-UP GIRDERS AND BEAMS, 2-INCH LUMBER LAYER5 3"XO.I31" NAILS AND BOTTOM 57AC-SERED ON /4 INCH 2 INGHE5 2 INGHE5 I /g INGHE5 OPPOSITE SIDES CORNERS. LH AND: e. FOR BUILDINGS WITH HIP ROOFS WITH 5.12 AND GREATER PITCH, THE TABULATED FOR 51: 1 INGH=25.4 MM n 2-20d COMMON(4"XO.112");OR FACE NAIL AT ENDS AND UPLIFT CONNECTION FORGES SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70. THIS a. LAG 5GREW5 OR BOLTS SHALL BE STAGGERED FROM THE TOP TO THE BOTTOM ALONG THE HORIZONTAL RUN OF THE DECK LEDGER IN ACCORDANCE WITH FIGURE R507.2.1(U. +-+ 3-I0d BOX(3"XO.12a");OR AT EACH SPLICE REDUCTION SHALL NOT BE COMBINED WITH ANY OTHER REDUCTION IN TABULATED b. MAXIMUM 5 INCHES. �L 3-3"X0.131" NAILS FORGES. c. FOR ENGINEERED RIM JOISTS,THE MANUFAGTURER'5 RECOMMENDATIONS SHALL GOVERN. 4-I6d BOX(3 �"X0.135'7,OR f. FOR WALL TO WALL AND WALL TO FOUNDATION CONNECTIONS, THE UPLIFT d. THE MINIMUM DISTANCE FROM BOTTOM ROW OF LAG 5GREW5 OR BOLTS TO THE EDGE OF THE LEDGER SHALL BE IN ACCORDANCE WITH FIGURE R507.2.1(I). IL-\l O 2b LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 3-Ibd COMMON(3Y2"XO.162");OR AT EACH JOIST OR RAFTER, CONNECTION FORGE SHALL BE PERMITTED TO BE REDUCED BY 60 f FOR EACH FULL 4-IOd BOX(3"XO.125");OR FACE NAIL p (1 , 4-3"XO.131 NAILS WALL ABOVE. TABLE R602.10.5 'vI 't l� 2-IOd (3"xO.128') or 2-Ed common LINEAR INTERPOLATION BETWEEN TABULATED ROOF SPANS AND WIND SPEEDS t C 1-U 21 BRIDGING OR BLOCKING TO JOIST EACH END,TOE NAIL g "IINIMUM LEN�TH O� BRAG_D WALL �ANELS (2 Y2" x o.131";or 2-3" x o.l3l") nails SHALL BE PERMITTED. h. THE TABULATED FORGES FOR A 12-INCH ON CENTER 5PAGING SHALL BE PERMITTED METHOD MINIMUM LENGTH TO BE USED TO DETERMINE THE UPLIFT LOAD IN POUNDS PER LINEAR FOOT. (INCHES) CONTRIBUTING _ ADJACENT CLEAR WALL HEIGHT LENGTH OPENING HEIGHT (INGHE5) � � � O (INCHES) 8 FEET 1 FEET 10 FEET 11 FEET 12 FEET V TABLE R602.�(3) TABLE RS07.2 WOOD PANEL WALL SHEATHING FASTENING SGHEDULEaba c5-W5P <64 24 2, 30 33 36 ACTUAL MINIMJM WOOD MINIMUM NOMINAL MAXIMUM WALL ULTIMATE PE51ON WIND DEGK LEDGER CONNECTION TO BAND J0ISTob O MINIMUM NAIL PANEL NAIL SPAGING ULT (DEGK LIVE LOAD=40 FSF, DEGK DEAD LOAD=IO PSF, SNOW LOAD < 40 FSF STRUCTURAL PANEL THICKNESS STUD SPACING SPEED V (MPH) _ � O SIZE PENETRATION PANEL SPAN (INCHES) (INCHES) EDGE5 FIELD WIND EXPOSURE GATEGORY O (INGHE5) RATING (INCHES O.G.) (INCHES O.G.) B G D J015T SPAN CONNECTION DETAILS v I (Id COMMON 6' AND LE55 6' I" TO b' 8,'1" TO l0' 10'I TO 12' 12'1 TO 14' I4'1" TO I6' I6'I TO Ib' / I.5 '24/0 3/Pi 16 6 12 140 115 I IO v , (2.0"X0.113") ON-CENTER SPACING OF FASTENERS bd COMMON 75 <'4/I6 7/Ib 16 6 12 170 140 155 INCH DIAMETER LAG SCREW -,cl z (2.5"X0.131") 24 6 12 140 115 IIO WITH ' INCH MAXIMUM 5HEATHING 30 23 Ib 15 13 II 10 K FOR 51: 1 Inch = 25.4 mm, I MILE PER, HOUR = 0447 m/s INCH DIAMETER BOLT WITH INCH MAXIMUM SHEATHING d 36 36 34 21 24 21 11 a. PANEL STRENGTH AXIS PARALLEL. OR PERFENDIGULAR TO SUPPORT. THREE-PLY PLYWOOD SHEATHING WITH STUD 5PAGING MORC THAN 16" ON CENTER SHALL BE APPLIED WITH PANEL STRENGTH AXIS PERPENDICULAR TO SUPPORT. 3 INGH DIAMETER BOLT WITH I-INGH 36 36 29 24 21 8 b b. TABLE BASED ON WIND PRESSURES ACTING TOWARD ANC AWAY FROM BUILDING SURFACES IN ACCORDANCE WITH SECTION R301 2. MAXIMUM 5HEATHINGe LATERAL BRACING REOUIREMENTS SHALL BE IN ACCORDANCE WITH SECTION R602.10. FOR 51: 1 inch = 25.4 mm, I Foot =304.8 mm, I pound per sopore foot = 0.0471 kF0 c WOOD 5TRUGTURAL PANELS WITH SPAN RATINGS OF WALL-16 OR WALL-24 SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 24/0 o. Ledgers shall be Flashed in accordance with Section R703.4 to prevent water from contracting the house band joist. SPAN RATING PLYWOOD SIDING RATED 16 O.G. OR 24 O C. SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 24/16 SPAN RATING. b.Snow load shall not be assumed to act concurrently with live load. IN m W WALL-16 AND PLYWOOD SIDING Ib OG. SHALL BE USED WITH 5TllDS SPACED NOT MORE THAN 16" ON CENTER. c. The tip of the lag screw shall fully extend beyond the Inside face of the band foist. d.Sheathing shall be wood structural panel or solid sawn lumber fry t- e. Sheathing shall be, permitted to be wood structural panel,gypsum board,fiberboard, lumber or foam sheathing. Z Up to 1/2-inch thickness of stacked washers shall be permitted to substitute for up to 1/2-inch of allowable Q sheathing thickness where combined with wood panel or lumber sheathing. O Z m Q 0 Q � Q i GENERAL CONDITIONS UNLESS OTHERWISE NOTED, GENERAL FIREPLACE ASPHALT ROOF SHINGLES 2020 NY5ECC -AIR LEAKAGE: - »{ CONDITIONS OF THE GONTRAGT FOR FIREPLACE OPENING AND FLUE SIZE INSTALLED AS PER SECTION Rg05.2 -JOINTS, PENETRATIONS, AND ALL 2020 EGG OF NEW PORK STATE: MINIMUM DESIGN DEAD LOADS* AS PER ASGE TA51-E MINIMUM INSULATION THICKNESS FOR GIRGULATING HOT WATER PIPES CONSTRUCTION, AIA DOGUMEN7-201 TO BE AS INDICATED ON DRAWINGS. OF THE NEW YORK STATE RESIDENTIAL OTHER SUCH OPENINGS IN THE R401.5: PERM -ANENT CERTIFICATE SHALL BE GOMPLETED BY THE -I-16 - CHAPTER 5 TABLE G5.1 INSULATION THICKNESS IN INCHES BY PIPE SIZES 4/87 SHALL APPLY. THE C:ONTRAGTOR PROVIDE OUTSIDE COMBUSTION AIR CODE ALL SLOPED ROOF SHINGLES BUILDINGS ENVELOPE THAT ARE BUILDER OR REGISTERED DESIGN PROFESSIONAL AND POSTED IN SHALL OBTAIN CERTIFICATE OF WITH 6 DUCT AND DAMPER EACH SIDE SHALL BE- GAF-CLASS-A ASPHALT SOURCES OF AIR LEAKAGE MUST BE THE UTILITY ROOM OR OTHER APPROVED LOCATION INSIDE THE GOMPONENT LOAD HEATED WATER NON-GIRGULATING RUNOUTS GIRGULATING MAINS AND RUNOU75 '� °• OGGUPANGY. SUBSTITUTIONS SHOULD FOR A TOTAL RECOVER-` GAPAGITY ROOF SHINGLES OR APPROVED SEALED. BUILDING. (psf) TEMPERATURE (F) UP TO I" UP TO 1.25" 1.5" TO 2.0" OVER 2" a R 0 H I O TLL NOT BE MADE WITHOUT WRITTEN OF 150 GFM MIN. MAINTAIN MAXIMUM EQUAL. SHINGLES SHALL BE APPLIED -RECESSED LIGHTS MUST BE TYPE IG 170- 80 0.5 I.O 1.5 2.0ODDO EONNPL�L G E I L I N G S 4. AUTHORIZATION BY THE ARCHITECT. 20 GFM INFILTRATION THROUGH THE OVER 15# ASPHALT FELT WITH RATED AND INSTALLED WITH NO R402.2.4: ATTIG OR GRAWL SPACE ACCESS - SHALL BE ACOUSTICAL FIBER BOARD 1.0 140-160 0.5 0.5 1.0 1.5 THE PREMISES SHALL BE KEPT FLUE WHEN NOT IN USE PROVIDE GAF-WEATHER-WATCH ICE AND WATER PENETRATIONS, OR TYPE IG OR WEATHER-STRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO NON-IG THE INSULATION ON THE SURROUNDING SURFACES. GYPSUM BOARD (per g INCH thickness) 055 100-150 0.5 0.5 0.5 1.0 TODD O'CONNELL, AIA REASONABLY GLEAN AT ALL TIMES. FIREPLACE OPENING WITH GLASS BARRIER APPLIES AT EAVES, RATED INSTALLED INSIDE AN (I/2 INCHES) (2.2) AT THE COMPLETION OF WORK, THE DOORS TO CONFORM TO THE 2020 VALLEYS AND FLASHING. ROOFING APPROPRIATE AIR-TIGHT ASSEMBLY (5/2 INCHES) (2. ) 1200 Veterans Memorial Highway GONTRACTOR SHALL REMOVE ALL N`(SEGG. FIREBOX TO BE COMPLETELY GONTRAGTOR TO PROVIDE ALL WITH 0.5" CLEARANCE FROM R402.4: AIR LEAKAGE - BUILDING THERMAL ENVELOPE SHALL BE TABLE 2: MINIMUM INSULATION THIGKNE55 FOR HVAG PIPES Suite120 WASTE MATERIALS, TOOLS, RUBBISH, LINED WITH FIREBRICK. PROVIDE MIN. FLASHING NEGE55ARY FOR A COMBUSTIBLE MATERIALS AND 5" CONSTRUCTED TO LIMIT AIR LEAKAGE TO < 5 AIR GHANGE5 FER MEGHANIGAL DUCT ALLOWANCE 4.0 Hauppauge,NY11788 ETC., GLEAN GLASS AND LEAVE WORK 5" FIREPLACE WALL THICKNESS WITH WATERTIGHT, WEATHERPROOF JOB. CLEARANCE FROM INSULATION HOUR. 5USPENI= STEEL CHANNEL 5i57EM 2.0 PIPING SYSTEM FLUID TEMP. INSULATION THIGKNE55 IN INCHES BY PIPE SIZE P{631) 650-6666 BROOM GLEAN UNLESS OTHERWISE 4" NON COMBUSTIBLE FIRE STOPPING ROOFING IS TO BE APPLIED IN STRICT SPECIFIED. THE CONTRACTOR SHALL __ _ R402.4.1.1: INSTALLATION - THE COMPONENTS OF THE BUILDING WOOD FURRING SUSPENSION SYSTEM 2.5 F(631)650-6667 BETWEEN GOMBUSTIBLE WOOD FRAME ACCORDANCE WITH THE VAPOR RETARDER: TYPES RANGE (F) 2" RUNOUTS I' AND LE55 25" TO 2" 2 5" TO 4" CARRY WORKMAN'S GOMPENSATION CONSTRUCTION. MANUFACTURES SPEGIFIGATIONS. -REQUIRED ON THE WARM-IN-WINTER THERMAL ENVELOPE SHALL BE INSTALLED IN ACCORDANCE WITH HEATING SYSTEMS C(516j 658-0325 AND GENERAL LIABILITY INSURANCE. CONTRACTOR SHALL SUPPLY COLOR SIDE OF ALL NON-VENTED FRAMED THE CRITERIA LISTED IN TABLE 402.4.1.1. WHERE REQUIRED CT G O V E R 1 N G S, ROOF, AND WALL LOW PRESSURE/TEMPERATURE 201-250 1.0 1.5 1.5 2.0 Xrr�rr�rr,;�{, iCj3�i:Cr,�: .CC3155 ALL SHALL COMPLY WITH STATE AND FOUNDATION WATERPROOFING SAMPLES OF THE SHINGLES FOR CEILINGS, WALLS, AND FLOORS. CODE OFFICIAL, AN APPROVED THIRD PARTY SHALL INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. ASPHALT SHINGLES 2.0 LOW TEMPERATURE 120-200 0.5 1.0 1.0 1.5 LOCAL CODES AND ORDINANCES. THE INSTALL TWO LAYERS OF TOWELED ON OWNER'S APPROVAL, PRIOR TO GYPSUM SHEATHING, 1/2-in. 2.0 STEAM CONDENSATE CONTRACTOR SHOULD FULLY FIBERGLASS MASTIC. (FED. SPEC. INSTALLATION. MATERIALS IDENTIFICATION: R402.4.I.2: TESTING - BUILDING OR DWELLING UNIT SHALL BE INSULATION, ROOF BOARDS ( er Inch thickness) (FEED WATER) ANY 1.0 1.0 1.5 2.0 GUARANTEE HIS WORK AND THE WORK -MATERIALS AND EQUIPMENT MUST BE p a S.S.G. 155 TYPE-I) MEMBRANE TO BE INSTALLED IN ACCORDANCE WITH THE TESTED AND VERIFIED AS HAVING < 5 AGH50 IN GZ4A, 5, A&A. FIBERBOARD 1.5 COOLING SYSTEMS OF HIS SUBCONTRACTORS FORA CONTINUOUS FROM TOP OF INSULATION - PERIOD OF ONE YEAR AFTER FOUNDATION AND EXTEND TO LAP ALL EXTERIOR WALLS AND ROOFS MANUFACTURER'S INSTALLATION TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. POLYITE POLYSTYRENE FOAM 0.8 GRILLED WATER, REFRIGERANT 201-250 I.O 1.5 1.5 2.0 '' ��' $ .• COMPLETION OF THE PROJECT UNLESS EDGE OF FOOTING. SHALL BE INSULATED WITH FOIL INSTRUCTIONS. URETHANE WITH FOAM FOAM 0.5 AND BRINE 120-200 OS 1.0 1.0 1.5 R402.4.4: COMBUSTION CLOSETS - ROOMS CONTAINING , , OTHERWISE SPECIFIED. ALL WORK FACED FIBERGLASS BATT INSULATION -MATERIALS AND EQUIPMENT MU57 FUEL-BURNING APPLIANCES REQUIRE SPECIAL DARE. PLYWOOD (per I/8-in. THIGKNE55) 0.4 " SHALL BE PERFORMED IN FIRE BLOCKING BY JOHN MANVILLE OR APPROVED IDENTIFIED SO THAT THE COMPLIANCE EXCEPTION: DIREG7 VENT APPLIANCES WITH BOTH INTAKE AND ACCORDANCE WITH GOOD BUILDING FIRE BLOCKING SHALL BE PROVIDED, EQUAL, FOIL TO BE PLACED TOWARD GAN BE DETERMINED. RIGID INSULATION, /2-In. 0.75 EXHAUST PIPES INSTALLED CONTINUOUS TO THE OUTSIDE R501.2.2, PROTECTION OF OPENINGS, EXTERIOR GLAZING IN BUILDINGS LOCATED IN I N RA..TOR SHALL -MANUFACTURER MANUALS FOR ALL PRACTICES. THE GO T AS PER SECTION R502.15 OF THE WARM SIDE. PROVIDE II/2" RIGID MANU SKYLIGHT, METAL FRAME, a WIRE GLASS 8.0 WINDBORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. INDEMNIFY AND HOLD HAfZMLE55 THE RESIDENTIAL CODE OF NEW YORK FOAM INSULATION ON ALL EXTERIOR INSTALLED HEATING AND GOOLING R405.5.2: DUGT SEALING - DUCTS, AIR HANDLERS, AND FILTER WOOD SHEATHING (PER INCH 71-1IGKNE55) 5.0 GLAZED OPENING PROTECTION FOR ININDBORNE DEBRIS SHALL MEET THE ;'¢ OWNER, ARCHITECT, AND THEIR STATE, TO GUT OFF ALL CONGEALED FOUNDATION WALLS FROM FOOTING EQUIPMENT AND SERVICE WATER BOXES SHALL BE SEALED. REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E Igg6 AND ASTM E 1886 AS AGENTS AND EMPLOYEES FROM AND DRAFT OPENINGS (BOTH VERTICAL TO 6 BELOW FINISHED GRADE UNLESS HEATING EQUIPMENT MUST BE WATERPROOFING MEMBRANE MODIFIED IN SECTION 501.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR BITUMINOUS, SMOOTH SURFACE IS WINDBORNE DEBRIS SHALL MEET THE REQUIREMENT5 OF AN IMPACT-RESISTING AGAINST ALL CLAIMS, DAMAGE-S, AND HORIZONTAL). OTHERWISE SPECIFIED. CARE SHOULD PROVIDED. R403.3.3: DUCT TESTING - DUCTS SHALL BE PRESSURE TESTED TO SINGLE-PLY SHEET WATERPROOFING MEMBRANE O.T LOSES AND EXPENSES, INCLUDING PROVIDE FIRE BLOCKING IN BE TAKEN NOT TO DAMAGE -INSULATION R-VALUES AND GLAZING ATTORNEYS FEES ARISING OUT OF OR GONGEALED SPACES OF STUD WALLS FOUNDATION WATERPROOFING. U-FACTORS MUST BE CLEARLY DETERMINE AIR LEAKAGE. STANDARD OR ANSI/DASMA IIS. (SEE TABLE BELOW) EXCEPTION: DUGT LEAKAGE TEST IS NOT REQUIRED WHERE FLOOR FILL EXCEPTION: 1.[l RESULTING FROM THE PERFORMANCE MARKED ON THE BUILDING PLANS OR THE DUCTS AND AIR HANDLERS ARE LOCATED ENTIRELY WITHIN LEIGHT WEIGHT CONCRETE, PER INCH AND PARTITIONS, INCLUDING FURRED i 80 WOOD STRUCTURAL PANELS WITH A THIGKNE55 OF NOT LE55 THAN �i(b INCH AND A m OF THE WORK PROVIDED THAT ANY SPACES AT THE CEILING AND FLOOR GLASS WINDOWS AND DOORS SPECIFICATIONS. SPAN OF NOT MORE THAN 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION. SUCH CLAIM, DAMAGE, LOSS OR LEVELS. CONGEALED HORIZONTAL TO BE INSTALLED AS PER SECTION THE BUILDING THERMAL ENVELOPE. ATTRIBUTABLE TO SAND, PER INCH 8.0 PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE EXPENSE (A) 15 SIGKNE55, DISEASE FURRED SPACES SHALL AL50 BE FIRE R508 OF THE RESIDENTIAL CODE OF DUGT INSULATION: BLOCKED AT INTERVALS NOT NYS. ALL GLA55 15 TO BE INSULATED -SUPPLY DUCTS IN UNCONDITIONED R4053.5: BUILDING CAVITIES - SHALL NOT BE USED AS DUCTS OR STONE CONCRETE, PER INCH 12.0 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE BODILY INJURY, PREDRILLED AS REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED H O OR DEATH OR TO INJURY TO OR EXCEEDING 10 FEET. LOW-E UNLESS OTRERWISE SPECIFIED. ATTICS OR OUTSIDE THE BUILDING PLENUMS FLOORS AND F L O O R F I N 1 5 H E 5 WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENTS SHALL BE DESIGNED TO z v DESTRUCTION OF TANGIBLE PROPERTY MUST BE INSULATED TO R-8. RESIST THE GOMPONET AND CLADDING LOADS DETERMINED IN AGGORDANGE WITH F�- - GLASS SUBCONTRACTOR SHALL NOT GERAMIG OR QUARRY TILE (3/4-inJ (OTHER THAN THE WORK ITSELF -RETURN DUCTS IN UNCONDITIONED R405.4: MECHANICAL SYSTEM PIPING INSULATION - GARRYING ON 1/2-Ir. MORTAR BED 16.0 EITHER TABLE R501.2(2) OR ASGE 7, WITH THE PERMANENT CORROSION-RESISTANT PLUMBING INSTALL GLASS UNTIL PROPER FLUIDS >105°F OR <55°F INSULATE TO R-5 MIN. ATTACHMENT HARDWARE PROVIDED AND ANGHOR5 PERMANENTLY INSTALLED ON THE INCLUDING THE L055 OR U5E CONTRACTOR SHALL INSTALL WATER GLEARANGES ARE PROVIDED. ALL ATTICS OR OUTSIDE THE BUILDING RESULTING THERE FROM). (B) 15 SUPPLY AND SANITARY SYSTEM AS SLIDING GLASS DOORS, SKYLIGHTS MUST BE INSULATED TO R-4. CERAMIC OR QUARRY TILE (5/4-inJ BUILDING. ATTACHMENT IN ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR CAUSED IN WHOLE OR IN PART BY ANY INDICATED. PROVIDE HOT AND GOLD AND/OR WINDOWS AS REQUIRED BY -SUPPLY DUG75 IN UNCONDITIONED R403.6: MEGHANIGAL VENTILATION - THE BUILDING SHALL BE ON I-in. MORTAR BED 23.0 BUILDINGS WITH E MEAN ROOF HEIGHT OF 45 FEET OR LESS WHERE THE ULTIMATE z NEGLIGENT ACT OR OMISSION OF THE SHUT-OFF VALVES AT ALL FIXTURES. CODE, SHALL BE INSULATED SPACES MUST BE INSULATED TO R-8. PROVIDED WITH VENTILATION THAT MEETS THE REQUIREMENTS OF DESIGN WIND SPEED, IS 180 MPH OR LESS. Z CONCRETE FILL FINISH (PER INCH THIGKNE55). I.O CONTRACTOR, ANY SUBCONTRACTOR, ALL WATER PIPING TO HAVE TEMPERED GLASS. ALL GLASS DOORS -RETURN DUCTS IN UNCONDITIONED 2020 NYS RESIDENTIAL CODE F ANYONE DIREG7LY OR INDIREGTLY GLEANOU75 AT ALL CHANGES OF AND WINDOWS SHALL BE INSTALLED IN SPACES (EXCEPT BASEMENTS) MUST HARDWOOD FLOORING, 7/7-in. 4.0 TBL �� WINDBORNE DEBRIS PROTECTION FASTENING m wV�� o EMPLOYED BY ANY OF THEM, OR DIREGTION AND AT BASE OF STRICT AGGORDANGE WITH THE BE INSULATED TO R-2. LINOLEUM OR ASPHALT TILE, 1/4-In. 1.0 SCHEDULE FOR WOOD STRUCTURAL PANELS o °IjIx 0 THE MECHANICAL VENTILATION RATE SHALL BE NO GREATER 000 ANYONE FOR WHOSE ACTS ANY OF VERTICAL WASTES. USE 4" CAST IRON MANUFACTURES SPECIFICATIONS. ALL -IN5ULA7ION 15 NOT REQUIRED ON THAN FASTENER SPACING Q �� u a THEM MAY BE LIABLE REGARDLESS THROUGH FOUNDATION WALL PITCHED WINDOWS ARE TO BE CAULKED AND RETURN DUGT5 N BASEMENTS. 0.01 X GFA + 7.5 X (# OF BEDROOMS + 1) MARBLE AND MORTAR ON STONE-GONGRC-TE FILL 53.0 -< °- *w0-= *CFA = CONDITIONED FLOOR AREA FASTENER TYPE 4 FOOT 6 FOOT �,o 0 m v 10'�w o OF WHETHER OR NOT IT IS CAUSED IN MIN. Va" PER FOOT. TRAP/WASTE SEALED AS PER 2020 NY5EGG SLATE (PER mm THIGKNE55) 15.0 PART BY A PARTY INDEMNIFIED SIZES FOR FIXTURES SHALL BE AS REQUIREMENTS. PROVIDE FLASHING DUCT CONSTRUCTION: SOLID FLAT TILE ON I-in. MORTAR BASE 25.0 PANEL SPAN < PANEL SPAN < PANEL SPAN N z Q a°w i in m HEREUNDER. ALL MATERI/NLS, FOLLOWS: PANS UNDER ALL SLIDER, DOORS, AND -ALL JOINTS, SEAMS, AND R405.7: EQUIPMENT SIZING - PER ALGA MANUEL 5, BASED ON <_4 FOOT < 6 FOOT < 8 FOOT ;`i,W�zotL�, ASSEMBLIES, AND METHOD OF DISH WASHER I/2" WINDOWS WITHIN A 6" OF AN EXTERIOR CONNECTIONS MUST BE SECURELY LOADS CALCULATED PER ALGA MANUEL J. SUBFLooRIN6, 3/4-in. 3.0 NO. 8 WOOD SGREW �� 7 -N D WITH WELDS GASKETS p `I'v oW w Q o 0 CONSTRUCTION INCLUDING BUT NOT KITCHEN SINK 1 1/2" 5URFAGE. ALL EXTERIOR DOORS ARE FASTS E FLOORS, WOOD J015T (no faster) 12-In. b-in. BASED ANCHOR WITH 2 16 10 8 Q $$-1zw�N� V LIMITED TO FORM-WORK, R404.1: LIGHTING - A MINIMUM OF 110% O.G. O.G. it v W l� LAVATORY 1 114" TO BE FULLY WEATHER-STRIPPED. MASTICS (ADHESIVES), OF PERMANENTLY JOIST SIZES (in.) INCH EMBEDMENT LENGTH z <o,-o o w p�; O BLOCK-WORK, FRAMING, NAILING, SHOWER 2" PROVIDE ALL SCREENS AND MASTIC-PLUS-EMBEDDED-FABRIC, OR INSTALLED FIXTURES MUST HAVE HIGH-EFFICIENCY LAMPS. 2x6 6 5 NO. 10 WOOD SGREW 0Di Jwz*ZqjE-ow V 1- O° w z�QwOq= PLACING OF CONCRETE, E=TG. ARE TO HARDWARE AS REQUIRED. ALL GLASS TAPES. DUCT TAPE IS NOT LOW-VOLTAGE LIGHTING EXEMPT =zdF TOILET 3" 2x8 6 6 BASED ANCHOR WITH 2 I6 12 BE CAREFULLY SUPERVIS'=D BY THE ALL SYSTEMS TO HAVE ONE 5" MAIN 15 TO BE FREE OF SCRATCHES AND PERMITTED. 2020 RESIDENTIAL CODE OF NEW YORK STATE SECTION R508- Qo tom GONTRAGTOR TO BE SURE THEY ARE VENT STACK INCREASED TO 4" IMPERFECTIONS AND GUARANTEED BY EXCEPTION: CONTINUOUSLY WELDED GLAZING INCH EMBEDMENT LENGTH z`-i o 5 w>R,o Q r w F 2x10 7 6 O> 15 , kno IN ACCORDANCE WITH THE DRAWINGS, THROUGH THE ROOF. PROVIDE FROST THE MANUFACTURER FOR A PERIOD OF AND LOGKING-TYPE LONGITUDINAL 2x12 8 7 %4 INCH LAG SGREW a N Lo o z w o SPECIFICATIONS, APPLICABLE CODES PROOF HOSE-BIB5 AS INDICATED ON NO LE55 THAN 5 YEARS. ALL WINDOWS JOINTS AND SEAMS ON DUG7S - EXCEPT AS INDIGATED IN SECTION RB08.1.1 EACH PANE OF BASED ANCHOR WITH 2 16 16 16 _��ii Q a K AND GOOD PRACTICE. DEVIATIONS FRAME PARTITIONS ( sf) , ni-ww�d d PLANS WITH EASILY ACCESSIBLE TO BE ANDERSEN UNLESS INDIGATED OPERATING AT LESS THAN 2" w.g. GLAZING INSTALLED IN HAZARDOUS LOCATIONS AS DEFINED IN INCH EMBEDMENT LENGTH d NW a d FROM THE DRAWINGS AND OTHERWISE. (500 PA.) SECTION R508.4 SHALL BE PROVIDED WITH A MANUFACTURE'S WOOD OR STEEL STUDS, /2-in. GYP. BOTH SIDES 8.0 a O>°J�O w" � DRAIN DRAIN-GOGKS. THE WATER n a d v- I-w~ SPECIFICATIONS WILL NOT BE SUPPLY AND SEWAGE DISPOSAL -DUGT5 SHALL BE SUPPORTED EVERY DESIGNATION 5PEGIFYING WHO APPLIED THE DESIGNATION, WOOD 5TUD5, 2x4, UNPLASTERED 4.0 ��NooQ-1Nwoo � PERMITTED WITHOUT WRITTEN SYSTEM SHALL COMPLY TO THE 10 FEET OR IN ACCORDANCE WITH THE DESIGNATING THE TYPE OF GLASS AND THE SAFETY GLAZING FRAME WALL 5 a. THIS TABLE IS BASED ON 180 MPH ULTIMATE z_5 N o'*k$o o z AUTHORIZATION OF THE ARGHITEGT' APPLICABLE COUNTY DEPARTMENT OF MANUFACTURER'S INSTRUCTIONS. STANDARD WITH WHICH IT COMPLIES, WHICH 15 VISIBLE IN THE FINAL DESIGN WIND SPEED AND A 55 FOOT MEAN ROOF v,.,J T o NZ v R THE GON7RAG70R SHALL BE HEALTH STANDARDS AND PAINTING AND STAINING -COOLING DUGT5 WITH EXTERIOR INSTALLATION. THE DESIGNATION SHALL BE ACID E7GHED, EXTERIOR STUD WALLS: HEIGHT. w Q o RESPONSIBLE FOR THE SHOP u""d Q w d z w 1>- REGULATIONS. APPROVAL OF ALL THE FOLLOWING iS INCLUDED FOR THE INSULATION MUST BE COVERED WITH A SANDBLASTED, GERAMIG-FIRED, LASER ETCHED, EMBOSSED, OR BE A 2x4 � 16-1n., 5/8-in. GYPSUM, b. FASTENERS SHALL BE INSTALLED AT OPPOSING *_ ��3�*�o DRAWINGS WHICH MAY BE. NEEDED. I1.0 w , d d,-a o 1)E-o 0 0 ALL DIMENSIONS AND CONDITIONS PLUMBING MUST BE OBTAINED FROM CONVENIENCE OF THE PAINTING VAPOR RETARDER. TYPE THAT ONCE APPLIED CANNOT BE REMOVED WITHOUT BEING INSULATED, 5/8-in. SIDING ENDS OF THE WOOD STRUCTURAL PANEL. ARE I BE FIELD VERIFIED. APPROPRIATE LOCAL AUTHORITIES CONTRACTORS AND ONLY AS AN -AIR FILTERS ARE REQUIRED IN THE DESTROYED. A LABEL SHALL BE PERMITTED IN LIEU OF THE FASTENERS SHALL BE LOCATED NOT LESS THAN CONTRACTOR TO REMOVE S PRIOR TO CONGEALMENT. PRIOR TO INDICATION OF THE TYPES OF PAINTS RETURN AIR SYSTEM. MANUFACTURE'S DESIGNATION 2x6 (9 16-In., 5/8-In. GYPSUM, 12.o INCH FROM THE EDGE OF THE PANEL. � 3 � ORDERING, CONTRACTOR SHALL REQUIRED FOR VARIOUS SURFACES. IT -THE HVAG SYSTEM MUST PROVIDE A R508.4 HAZARDOUS LOCATIONS - THE LOCATIONS SPECIFIED IN INSULATED, 5/8-in. SIDING G. ANCHORS SHALL PENETRATE THROUGH THE 0 0CD RELOCATE AS REQUIRED ALL SUPPLY GUTS OF FIXTURES FOR 15 THE INTENT OF THESE MEANS FOR BALANCING AIR AND SECTIONS R508.4.1 THROUGH R508.4.7 SHALL BE GO',�SIDERED TO BE EXTERIOR WALL COVERING WITH AN EMBEDMENT EXISTING WORK WHICH IM-ERFERES OWNERS APPROVAL. IN THE EVENT SPEGIFIGATIONS TO PROVIDE A WATER SYSTEMS. SPEGIFIG HAZARDOUS LOCATIONS FOR THE PURF05E: OF GLAZING EXTERIOR STUD WALLS WITH BRICK VENEER 48.0 WITH NEW CONSTRUCTION. THAT THE OWNER CHANGES, THE COMPLETE FINISH. ALL PAINTED R508.4.1- GLAZING IN DOOR- GLAZING IN FIXED AND OPERABLE WINDOWS, GLASS, FRAME AND SASH 5.0 LENGTH OF NOT LESS THAN 2 INCHES INTO THE BUILDING FRAME. FASTENERS SHALL BE LOCATED CONTRACTOR SHALL GREDIT THE SURFAGES MUST BE FULLY COVERED TEMPERATURE CONTROLS: PANEL OF SWINGING, SLIDING AND BIFOLD DOORS SHALL BE CLAY BRICK WYTHES: NOT LESS THAN 2 %2 INCHES FROM THE EDGE OF THE SITE WORK OWNER FOR THE FULL IN A UNIFORM MANNER TO BE -EACH DWELLING UNIT HAS AT LEAST CONSIDERED TO BE A HAZARDOUS LOCATION 4 IN 315!•0 GONGRETE BLOCK OR CONCRETE. STAKEOUT IS TO BE PERFORMED BY A SUBCONTRACTORS COST FOR THE ACCEPTABLE. ONE THERMOSTAT CAPABLE OF R508.4.2- GLAZING ADJAGENT TO DOOR- GLAZING IS LESS THAN 60 8 IN 7q.0 LICENSED SURVEYOR. STAKING AND CHANGED UNIT. INTERIOR WOOD SURFACES-APPLY TO AUTOMATICALLY ADJUSTING THE INGHES ABOVE THE FLOOR OR WALKING 5URFAGE AND IT MEETS 12 IN 115.0 d. PANELS ATTACHED TO MASONRY OR LIGHTLY SANDED SURFACES, WALLS, SPACE TEMPERATURE SET POINT OF EITHER OF THE FOLLOWING- 16 IN 155.0 MASONRY/57000O SHALL BE A77AGHED USING LAYOUT ARE TO ESTABLISH ALL LINES HVAG VIBRATION-RESISTANT ANCHORS HAVING AN AND BENCHMARKS. VERY"Y ALL GIVEN DOORS, FRAME-S, TRIM, AND BASES, THE LARGEST ZONE. - GLAZING IS WITH 24" OF EITHER SIDE OF THE DOOR HOLLOW CONCRETE MASONRY UNIT WYTHES: ULTIMATE WITHDRAWAL CAPACITY OF NOT LESS z � Q ALL EXISTING MEGHANIGAL WORK TO ONE GOAT WOOD FILLER OR STAIN -GLAZING 15 ON A WALL PERPENDIGULAR TO THE PLANE OF THE WYTHES THICKNESS (IN INCHES) 4 6 8 10 12 l� DATA ON DRAWINGS. IN CASE OF THAN 1,500 POUNDS. Z BE ALTERED AND INSTALLED IN AND TWO GOATS MCKLUSKY'S ELEGTRIG SYSTEMS: DOOR IN A CLOSED POSITION AND WITHIN 24'' OF THE HINGED SIDE OF DENSITY OF UNIT (105 PGF) d) W v DISCREPANCY, RECEIVE W Y GONFORMANGE WITH ALL APPLICABLE EGGSHELL FINISH NON-YELLOWING -SEPARATE ELECTRIC METERS ARE AN IN-SWING DOOR NO GROUT 22. 24.0 31.0 3I.o 43.0 Q � W CLARIFICATION FROM ARCHITECT CODES, RULES AND REGULATIONS. PRIOR TO PROGEEDING. EXCAVATE POLYURETHANE. REQUIRED FOR EACH DWELLING UNIT. R308.4.5- GLAZING IN WINDOW 3: O AND BACK FILL FOR WOFZK INDICATED THE HVAG SUBCONTRACTOR SHALL GYPSUM BOARD- MINIMUM ONE GOAT - EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN q SQ.FT. (GROUT SPACING) VISIT AND EXAMINE THE PREMISES SO 40 IN O.G. 2a.0 400 415!. 55.0 (" DIAMETER ON DRAWINGS. STOCKPILE TOPSOIL PRIMER AND TWO GOATS FLAT PAINT. FIREPLACES: -BOTTOM EDGE OF GLAZING 15 LESS THAN 18 ABOVE THE FLOOR z z AS TO FULLY UNDERSTAND ALL 52 IN. O.C. 52. 40.0 52.0 57.o to v OBTAINED FROM STRIPPII�IG DRIVEWAY EXTERIOR WODD SURFACES- TWO -FIREPLACES MUST BE INSTALLED - TOP EDGE OF GLAZING IS MORE THAN 56 " ABOVE FLOOR AND REFLECTIVE WHITE W O IY CONDITIONS PERTAINING TO HIS WORK, GOATS EXTERIOR GRADE STAIN. WITH TIGHT FITTING NON-GOMBUSTABLE ONE OR MORE WALKING SURFACES ARE WITHIN 56", MEASURED 32 IN. O.G. 52.0 42.0 57.0 61.0 Q F- Q AND BUILDING SITE. STOCKPILE ALL 24 IN. O G. 34.0 46.0 57.0 67.0 UJ ANY DIFFICULTIES OF HIS WORK TO BE EXTERIOR EXPOSED METAL- MINIMUM FIREPLACE DOORS HORIZONTALLY AND IN A STRAIGHT LINE OF GLAZINC, 16 IN. O. G. 40.0 55.0 66.0 7Li.0 THE CONSTRUCTION TYPE N pC v ~O EXCAVATED MATERIAL. VIEW AND p EXISTING BACK FILL MATERIAL AND REPORTED TO GENERAL _ DESIGNATION SHALL BE z ONE GOAT ZING CHROMATE AND TWO FIREPLACES MUST BE PROVIDED 508.4.4- GLAZING IN GUARDS AND RAILINGS FULL GROUT 55.0 �5.0 �i5.o 115.o v GONTRAC70R.THE HVAG - - "I" "II", "III", "IV", OR TOPSOIL ARE TO BE FREE OF WEEDS, GOATS EXTERIOR ENAMEL. WITH A SOURCE OR COMBUSTION AIR, R308.4.5- GLAZING AND NET SURFACES- BATHTUBS, SHOWERS WHERE TREE ROOTS, ROGK5 AND DEBRIS. SUBCONTRACTOR SHALL BE ALL MATERIAL SHALL BE OF BEST AS REQUIRED BY THE FIREPLACE THE BOTTOM EXPOSED EDGE OF GLAZING 15 LE55 THAN 60 INGHES DENSITY of UNIT (125 PGF)- SEE ASGE STANDARD - MINIMUM DESIGN TO INDICATE THE CONSTRUCTION N m m ALL SURPLUS MATERIAL THAT 15 RE5PON515LE FOR CHARGING AND QUALITY PITTSBURGH, PRATT CONSTRUCTION PROVISIONS OF THE MEASURED VERTICALLY ABOVE ANY STANDING OR WIAL;KING DENSITY OF UNIT (155 PGF) LOAD FOR BUILDING STRUCTURES AND CLASSIFICATION OF THE UNSUITABLE FOR BAGK F LL MATERIAL STARTUP OF THE SYSTEM. ALL LAMBERT, DUTCH BOY. GABOTS, BUILDING CODE OF NEW 1'ORK STATE, 5URFAGE different dead load OTHER STRUCTURES -ASGE?-I6 STRUCTURE UNDER IBC O N SHALL BE REMOVED FROM THE SITE. EXISTING THERMOSTATS LOGATED IN values for differ (PGF) SECTION 602 N b WALLS TO BE DEMOLISHED SHALL BE MGKLUSKYS, OR APPROVED EQUAL. THE RESIDENTIAL CODE OF NEW PORK - R508.4.6 GLAZING ADJAGENT TO STAIRS AND RAMPS- GLAZING GON7RAGTOR 15 TO PROVIDE STATE OR THE NEW YORK CITY WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LESS THAN O PROTECT ALL TREES WITHIN EIGHT SOLID CONCRETE MASONRY UNIT WYTHES: RELOCATED WITHIN THE GENERAL SAMPLES OF ALL PAINTS AND STAINS BUILDING CODE, AS APPLICABLE. 56" ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF FEET OF THE BUILDING. PROPER WYTHES THIGKNE55 (IN mm) 4 6 1 8 10 1 12 _ # AREA. ALL THERMOSTATS NEW AND FOR ARCHITECT'S AND/OR OWNERS STAIRWAY LANDING BETWEEN FLIGHTS OR STAIRS OR RAMPS REFLECTIVE RED _ APPROVALS MUST BE OE TAINED DENSITY OF UNIT (105 PGF) 52.0 51.0 6�1.0 87.0 105.0 PANTONE # Ib7 } BEFORE COVERING ANY 1=XXAVATED EXISTING SHALL BE LOCATED AT 54" APPROVAL. SERVICE WATER HEATING: -GLAZING 56" OR LESS MEASURED HORIZONTALLY FROM THE DENSITY OF UNIT (155 PGF) W AFF. CONTRACTOR RESPONSIBLE FOR 58.0 60.0 81.0 102.0 124.0 IK WORK. -WATER HEATERS WITH VERTICAL WALKING SURFACE DENSITY OF UNIT (155 PGF) 41.0 4.0 8-7.0 110.0 155.0 ENGINEERING DRAWINGS. SEPARATE GYPSUM WALL BOARD PIPE RISERS MUST HAVE A HEAT TRAP R508.4.7 GLAZING ADJACENT TO THE BOTTOM STAIR LANDING MECHANICAL PLANS AND CODE - * WEIGHTS OF MASONRY INCLUDE MORTAR BUT NOT PLASTER. FOR CONCRETE BLOCK INSTALLED AS PER SECTION R-T02.5.2. ON BOTH THE INLET AND THE OUTLET - WHERE GLAZING IS LE55 THAN 56 ABOVE THE LANDING AND WITHIN 2 COMPLIANCE TO BE DESIGNED AND PLASTER, ADD s Ib/ft- FOR EACH PAGE PLASTERED. VALUES ALL CONCRETE BLOCK IS TO HAVE THROUGH R702.5.6 OF THE NEW PORK UNLESS THE WATER HEATER HAS AN A 60" HORIZONTAL ARE LESS THAN 180 DEGREES �=ROM THE BOTTOM PREPARED BY OTHER MEP DESIGN GIVEN REPRESENT AVERAGES. IN SOME GASES THERE IS A DESIGNATION FOR STRUCTURAL "DUR-O-WALL" REINFORCING EVERY FIRM AND SUBMITTED SEPARATELY AS STATE RESIDENTIAL GODS. GYPSUM INTEGRAL HEAT TRAP OR 15 PART OF TREAD NOSING GONSIDERABLE RANGE OF WEIGHT FOR THE SAME CONSTRUCTION. GOMPONENTS THAT ARE OF THIRD COURSE. FILL TOP GOUR5E WALLBOARD APPLICATION SHALL BE A CIRCULATING SYSTEM. TRUSS TYPE GONSTRUGTION I REQUIRED AND REQUESTED ' I ' SOLID. MORTAR MIX TO E3E ONE PART TAPE JOINT SYSTEM. ALL GYPSUM -INSULATE GIRGULATING HOT WATER NOTE: WINDOW FALL PROTECTION TO BE PROVIDED 2 �Tf�®KE , \ J-H PORTLAND CEMENT, ONE PART LIME FRAMING AND ROUGH CARPENTRY BOARD TO BE 112" ON WALLS AND 1/2'' PIPES TO THE LEVELS ON TABLE 1. FOR ALL WINDOWS AS PER V PUTTY, AND SIX PARTS SAND, OR ONE JOISTS RAFTERS AND STUDS SHALL ON CEILINGS UNLESS OTHERWISE 2020 RESIDENTIAL CODE OF NEW YORK STATE SECTION R505.1 Q PART MASONRY CEMENT AND THREE BE CONSTRUCTIOND GRADE DOUGLAS INDICATED. FINISH JOINTS, J-BEAS. GIRGULATING HOT WATER SYSTEMS: "F" FLOOR FRAMING, INCLUDING 2020 RESIDENTIAL CODE OF NEW PORK STATE SECTION R312.2 ' ' GIRDERS AND BEAMS LU �� - FAR75 SAND. FIR-SOUTH SELECT STRUCTURAL. ALL NAIL DIMPLES, CORNERS AND EDGES -INSULATE CIRCULATING HOT WATER MINIMUM HEIGHT- CEILING- HABITABLE SPACE, HALLWAYS AND ■ ■ WOOD SILLS AND WOOD IN CONTACT SHALL BE TAPED AND RECEIVE THREE PIPES TO THE LEVELS ON TABLE I. PORTION OF BASEMENTS GONTAINING THESE SPACES SHALL r "R" ROOF FRAMING 0 - IN DWELLING UNITS WHERE THE TOP OF THE SILL OF AN OPERABLE BUILDING "FR" FLOOR AND ROOF FRAMING D - O CONCRETE WITH MASONRY SHALL BE AGO. ALL GOATS OF JOINT COMPOUND. ALLOW WINDOW OPENING I5 LOCATED LESS THAN 24 INCHES ABOVE THE HAVE A C 7 EILING HEIGHT OF NOT LESS THAN FEET. STANDARDS AND CODES (� EXTERIOR SHEATHING SHALL BE 1/2 24 HOURS TO DRY BETWEEN GOATS. HEATING AND COOLING PIPING BATHROOMS, TOILET ROOMS, LAUNDRY ROOMS SHALL HAVE A SAMPLE - TITLE is NYGRR PART 126-5.4 NO CONCRETE OR MASONRY WORK FINISH FLOOR AND GREATER THAN 72 INCHES ABOVE FINISH GRADE PLACE ENGINEERED wooer PLACARD SHALL BE DONE DURING GDX DOUGLAS FIR PLYWOOD. FINAL GOAT TO BE SANDED SMOOTH. INSULATION: OR 5URFAGE BELOW THE EXTERIOR OF THE BUILDING CEILING HEIGHT OF NOT LESS THAN 6 FEET 8 INCHES ON OR ADJAGENT To ELECTRicAL METER Box TEMPERATURES OF 40 DEGREES F. SUB-FLOORS TO BE 5/4" GDX METAL CORNER BEAD TO BE USED ON -HVAG PIPING CONVEYING FLUIDS -THE OPERABLE WINDOW SHALL COMPLY WITR: EXCEPTION: I ' AND FALLING. NO CONCRETE SHALL PLYWOOD EXTERIOR SHEATHING TO ALL OUTSIDE CORNERS AND AROUND ABOVE 105°F OR CHILLED FLUIDS PROVIDED WINDOW I. FOR ROOMS WITH SLOPED CEILINGS THE REQUIRED OPERABLE WINDOW THAT ARE NTH BE PLACED ON FROZEN SURFACES. NO BE COVERED WITH "TYVEK" HOUSE ALL OPENINGS. BELOW 55°F MUST BE INSULATED TO OPENING CONTROL DEVICES THAT COMPLY WITH SSG. R3NIN[.) FLOOR AREA OF THE ROOM SHALL HAVE A GEILING HEIGHT OF TRUSS IT S I C N TI 01�1 SIC ADDITIVES SHALL BE ALLOWED R WRAP O APPROVED EQUAL. BLOCK THE LEVELS IN TABLE 2. NOT LE55 THAN 5 FEET AND NOT LE55 THAN 50 PERCENT OF O WITHOUT WRITTEN PERMISSION OF THE STUD WALLS AT 1/2 STORY HEIGHTS ELEGTRIGAL R512.2.2 WINDOW OPENING CONTROL DEVICES- SHALL COMPLY WITH THE REQUIRED FLOOR AREA SHALL HAVE A GEILING HEIGHT OF SCALE: NT5 ARGHITEGT ALL CONCRETE 15 TO BE AND AT ALL UNSUPPORTED EDGES OF ALL WORK SHALL COMPLY WITH THE ASTM 1`20g0 NOT LESS THAN 7 FEET MIN. 5,500 P.S.P. AT 28 DAYS a 4,000 PLYWOOD. PROVIDE SOLID BLOGKING NATIONAL ELECTRICAL CODE AND ALL NOTES: THE WINDOW OPENING DEVICE AFTER OPERATION TO RELEASE THE 2. THE GEILING HEIGHT ABOVE BATHROOM AND TOILET O Q Z F- PSI FOR GARAGE SLAB. PROVIDE ALL AND DIAGONAL BRACING OF FLOOR STATE, LOCAL, AND UTILITY GOMPANY 1. OBTAIN ALL PERMITS PRIOR TO CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN, SHALL NOT ROOM FIXTURES SHALL BE SUCH THAT THE FIXTURE IS CAPABLE D SLEEVES AND FOUNDATION VENTS AS JOISTS AT 8' O.G. MAXIMUM AND CODES AND REGULATIONS. ALL THE START OF WORK. REDUGE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO OF BEING USED FOR ITS INTENDED PURPOSE REQUIRED BY NYS CODE. UNLESS SOLID BLOCKING UNDER ALL GIRGUITS SHALL BE MINIMUM 15 AMP. LESS THAN THE AREA REQUIRED BY SECTION R510.2.1 O (� INDICATED, ALL FOUNDATION UNSUPPORTED EDGES OF PLYWOOD. POWER WIRING SHALL BE MINIMUM 14 2. ALL BEDROOM TO BE PROVIDED FOOTINGS ARE TO BE A MIN. 8" DEEP ALL GAP PLATES TO BE DOUBLED AWG. CONVENIENCE OUTLETS SHALL WITH ROD & SHELF, ALL LINEN FOUNDATIONS CHAPTER 4 DESIGN z PROJECTING 6" ON EACH SIDE OF THE AND NAILED BOTTOM GAP PLATED TO BE LOCATED 12" ABOVE FINISHED GLOSETS TO BE PROVIDED WITH 5 BASED UPON PRESUMPTIVE LOAD (v K TED Q FOUNDATION WALL. PROVIDE TWO #4 END OF STUDS. LAP GAP PLATES AT FLOOR UNLESS OTHERWISE INDIGA . ROWS OF SHELVES. BEARING VALUES SANDY GRAVEL DEFORMED BARS CONTINUOUS IN THE CORNERS. WHERE FLUSH FRAMING ALL SWITGHED TO BE LOCATED 50" La FOOTING. ALL 4" THICK CONCRETE OCCURS, USE MIN. 160A SHEET METAL ABOVE THE FINISHED FLOOR UNLESS 5. DOOR TRIM AND BASE MOLDING AND/OR GRAVEL AT 2000 L55 PER SLABS TO HAVE 6X6 10/10 WELDED JOIST HANGERS BY "TEGO" OR OTHERWISE INDIGATED. SUPPLY TO MATCH EXISTING SQUARE FOOT, CONTRACTOR TO WIRE REINFORCING. ANCHOR BOLTS IN APPROVED EQUAL. ALL CORNERS TO RECOMMENDED LAMPS IN ALL CONSULT ENGINEER IF DIFFERENT SOIL cn tY CONCRETE SHALL BE HOOKED 5/8" X BE MINIMUM 5/2X4 STUDS. HEADERS FIXTURES. 4. ALL BATHROOM FIXTURES AND MATERIALS ARE FOUND UPON N ry W 12" AT MAX. 5' O.G. PROVIDE BITUMEN SHALL BE MINIMUM 2/2X6 UNLESS FAUCETS TO BE SUPPLIED BY OWNER EXCAVATION OR TEST HOLE FOR m O E BY C ALTERNATIVE FOOTING AND 11 N Z EXPANSION JOINTS BETWEEN SLABS NOTED ON PLANS. MINIMUM BEARING AND INSTALLED CONTRATOR AND FOUNDATION WALLS. FOR STUDS, JO15TS AND BEAMS SHALL FOUNDATION WALL DESIGN O Q tb Z e BE 5 1/2". USE DOUBLE JACK STUDS 5. FINISHES TO BE SUPPLIED LU FOR HEADERS OVER FIVE FEET IN BY OWNER NOTE: ALL NON-ENGINEERED LUMBER LENGTH. TO BE DOUGLAS FIR #2 OR BETTER O v