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50523-Z
o��OF SO(/Tyo� Town of Southold * * P.O. Box 1179 0 53095 Main Rd UK � Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46652 Date: 11/06/2025 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 29825 Route 25 Cutchogue, NY 11935 Sec/Block/Lot: 102.-2-14 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 03/04/2022 Pursuant to which Building Permit No. 50523 and dated: 04/08/2024 Was issued, and confonns 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 an unfinished basement, covered front porch, front and rear decks, and an attached garage as applied for. i The certificate is issued to: J&P Family LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-21-0701 10/2/2025 ELECTRICAL CERTIFICATE: 47526 12/4/2023 PLUMBERS CERTIFICATION: Peter Soullas 8/9/2025 r i Auth rize S ature i Of SOUly� TOWN OF SOUTHOLD BUILDING DEPARTMENT • �� TOWN CLERK'S OFFICE AMENpM��;7 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#: 50523 Date: 04/08/2024 Permission is hereby granted to: J&P Family LLC 200-16 34th Ave Bayside, NY 11361 To: replaces by#47526 Tear down existing dwelling and construct new single family dwelling as applied for and with amended SCHD approval. *10/9/25AM.END permit to include-front and rear decks. Premises Located at: 29825 Route 25, Cutchogue, NY 11935 SCTM# 102.-2-14 Pursuant to application dated 03/04/2022 and approved by the Building Inspector. To expire on 04/08/2026. Contractors: Required Inspections: Fees: PERMIT RENEWAL $1,029.40 �Affendm_ent Fee7k-,— ;$g64.00 '"r Total S693.40' Building Inspector R'l TOWN OF SOUTHOLD ��o�g11FFQt,�coGy BUILDING DEPARTMENT o TOWN CLERK'S OFFICE oy • SOUTHOLD, NY O +i 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 #: 50523 Date: 4/8/2024 Permission is hereby granted to: J&P Family LLC 200-16 34th Ave Bayside, NY 11361 To: replaces by#47526 Tear down existing dwelling and construct new single family dwelling as applied for and with amended SCHD approval. At premises located at: 29825 Route 25, Cutchogue SCTM #473889 Sec/Block/Lot# 102.-2-14 Pursuant to application dated 3/4/2022 and approved by the Building Inspector. To expire on 1018/2025. Fees: PERMIT RENEWAL $1,029.40 Total: $1,029.40 Building Inspector ��SUFFet,�� TOWN OF SOUTHOLD BUILDING DEPARTMENT y 2 TOWN CLERK'S OFFICE "o • � 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#: 47526 Date: 3/8/2022 Permission is hereby granted to: J&P Family LLC 200-16 34th Ave Bayside, NY 11361 To. Tear down existing dwelling and construct new single family dwelling as applied for and with amended SCHD approval. At premises located at: 29825 Route 25, Cutchogue SCTM #473889 Sec/Block/Lot# 102.-2-14 Pursuant to application dated 3/4/2022 and approved by the Building Inspector. To expire on 917/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,738.80 CO-NEW DWELLING $50.00 Total: $1,788.80 Building Inspector pF SO(/r�ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.deviin(D-town.southold.ny.us Southold,NY 11971-0959 Q�y�DUNTI,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: AP Family LLC Address: 29825 Route 25 city,Cutchogue st: NY zip: 11935 Building Permit#: 47526 Section: 102 Block: 2 Lot: 14 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Wizard Electric License No: 49997ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 39 Ceiling Fixtures Bath Exhaust Fan 4 Service 3 ph Hot Water Gas GFCI Recpt 7 Wall Fixtures Smoke Detectors 4 Main Panel 200A A/C Condenser. 2 Single Recpt Recessed Fixtures CO2 Detectors Sub Panel 40A A/C Blower 3 Range Recpt Gas Ceiling Fan Combo Smoke/CO 3 Transfer Switch UC Lights 16' Dryer Recpt G8S Emergency Strobe Heat Detectors 1 Disconnect 2 Switches 51 4'LED Exit Fixtures Sump Pump Other Equipment: Fridge, Oven, DW, Hood/ Micro, W/D, 200A Panel , 40 Circuit/24 Used, 40A Sub 24 / 5 Notes: New Two Story w/ Unfinished Basement Inspector Signature: Date: December 4, 2023 S. Devlin-Cert Electrical Compliance Form wo so Vol 4, Town Hat!Annex ���4 �� Telephone(631)765.1802 54375 Main Road P.0.Box 1179 co Southold,NY 11971-0959 Q� 04 t BUILDING DEPARTMENT ` TOWN OF SOUTHOL OCT - 6 2025 J ` SUIlding OsPartment CERTIFICATION T"vn Of Satltlloid Date: Building Permit No._j� 3 Owner: � �� (Please print) Plumber: �•,..) k lil Gam- /17 (Please print) i I certify that the solder used in the water supply system contains less than 2/10 of I%lead. ; (/ mbers Signature) Sworn to before me this R _ day of &jr, , 20_A5 CHRISTOPHER B BONDARCHLIK \nTAR1 PI+RUt STATF OF\FW VORK Repir,,nmm%a III R("Uq" Notary Public, _Sj,Qpe I k Count Vw,I�nee in Sullnls;a unto y �1�(,wnmI..xan bpltr, 1 O�ho�a0f SOUTyo� . TOWN OF SOUTHOLD BUILDING DEPT. courmN 765-1802 1 NSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION.2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [" ] FIRE SAFETY INSPECTION [ ] FI RESISTANT CONSTRUCTION [ ]-FIRE RESISTANT PENETRATION [ ] LECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ CODE VIOLATION [ ] PRE C/O REMARKS: y. . DATE INSPECTOR OE SO//l�o� Li1 SZb # # TOWN OF SOUTHOLD BUILDING DEPT. °`ycauMrN�'" 765-1802 INSPECTION [D(] FOUNDATION 1ST [ ] ROUGH PL13G. �0J FOUNDATION 2ND [ ] INSULATIOWCAULKING [pc] FRAMING/STRAPPING [ ] FINAL [ ° ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C REMARKS: uv oft F vu w G Z i r S Or- DATE 3�r�7-�- INSPECTOR -� �� OF SOpl,�o�o l # # TOWN OF SOUTHOLD BUILDING DEPT. `�couMv e�' -631-765-1-802- 1 NSPEC ON [ ] FOUNDATION 1ST [ ROUGH PL13G. [ ] 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- DATE I Ll INSPECTOR OF SOUTyo� H—7 5 249 - # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] 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 A D [ ] PRE C/O [ ] RENTAL REMARKS: 4�1 DATE INSPECTOR c� OF SOUTyOIo - - �I/l_ly * * TOWN OF SOUTHOLD BUILDING DEPT. uto, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH 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: CAMZ-tv� V--TJ c11yr/ �✓� ago P1 l DATE 3 INSPECTOR Ot SO//1y�6 # # TOWN OF SOUTHOLD BUILDING DEPT. 7654802 INSPECT ON [ ] FOUNDATION 1 ST [ 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 REMARKS: b6s�r6,v &' 44 szev)ae, .W CE2-rrr-y- r3� ti►; 0 F l-tL TEST 04L `" r'�6 SSi✓i�t= T,�'S� �dZe9G-G7Za / �l-1�i G-3 �o/c DATE 4 �2Z INSPECTOR SOUly�lo 2 �� 2-5 * * TOWN OF SOUTHOLD BU LDING DEPT. - 631-7654 802- NSPECTI 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: ol �1 /2 DATE 2 INSPECTOR pF SOUTyO� * TOWN OF SOUTHOLD BUILDING DEPT. courm,��'' 631-765-1802 ) INSPECTION O � [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION.2ND [ ] ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] .FIREPLACE & CHIMNEY [ } FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] 'FIRE.RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ -] CODE VIOLATIO [ ] _PRE C/O [. ] RENTAL RE RKS: (�YJJ `��" ivil) vJ w� (Vol 6 cot%-. DATE y INSPECTOR OF SOUIyO� * # TOWN OF SOUTHOLD BUILDING DEPT. coo 631-765-1802 �o v INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. 04 [ ] FOUNDATION 2ND [ ] .I ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL . e [ ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL RE R 36 , �44b4 -% Nin w DATE INSPECTOR Building Envelope and. Duct Tightness Report 2018 FECC as amended by the 2020 Now'York.State Supplement,sections R402.4.1.2 and R403.3.4 Address of Test 29825 Main Road,Cutchogue NY 11935 Test Date 2/20/2024 Building Permit#: 47256 Compliance Pathway Performance Test Completed by: Christopher Silvia RESNET Rater ID# 4150294 Home Energy Solutions NATE ID# 187 East Main Street ICC ID# Huntington,N'Y-11.743 BPI# 631-673-0664 Building Envelope Tightness Volume Calculation : Check if Floor Area 'Volume Conditioned Basement Basement 790 7185 Conditioned Crawl Space 1't 784 6273 [�Sealed Attic 2nd 1003 8825 *The conditioned floor area of dwelling is calculated in 3rd accordance with ANSI Z765,except that conditioned floor Attic 4820 area Includes are 5 where the ceiling height is less than 5 Total'Volume 27103 ft. CFM @50 pa 678.0 Air changes/hr afOpa 1.50 Code Compliance: Pass 4- 11 Duct'Tij4htnesso Post Construction ' I Duct Leakage System-1: Within Condition Space Duct Location Conditioned.Space Floor Area Leakage CFM @ 25pa N/A - CFM/100 ft'CFA N/A Code Compliance: Exempt System-2: Within Condition Space Duct Location Conditioned Spacer Floor Area .. .. .. Leakage CFM cr 25pa CFM/100 ftZ CFA LV/A Code Compliance: Exempt System-3: Duct Location .......................... Floor Area i Leakage CFM @ 25par------� CFM/100 fe CFA� Code Compliance: I All building envelope tightness has been verified,and conducted In accordance with RESNET/ICC 380 ASTM E779 or ASTM E1827,as required by 2018 IECC as amended,by the 2020 Now York State Supplement, section R402.4.1.2. The building duct and plenum system has been verified as required by the 2018 IECC as amended by 2020 New York State Supplement,Section R403.3.4. rf Signature: ,/���u=''� L� ��'=Pir. Date: 2/20/2024 Christopher ailAa,flotne 1l;nergy Solutions - THERMOfEAU M f I Insulation of the Future j In, s6 Iation Certificate This form must be filled our and posted to comply with building code requirements.This mee s IRC Sections N1 101.3,N1 101.41,and N1101.8 requirements. The following spray'foam products)have been installed: 1 V1 ThermoSeal 500 ' El ThermoSeal 1200 0 ThermoSeal 160 ThermoSeM 500 HY ThermoSeal OCX ThermoSeal 20,0( ThermoSeal 800 ThermoSeal CCX 0 ThermoSeal 2,10 FlameGuard 500 Consult International Building Code Chapter 26-Plastic and International Residential Code R314 Foam Plastics for specific requirements.The spray polyurethane foam insulation system(s)ha: �/k ive been installed in accordanance with the manufacturers installation guidlines to provide a th.66r il resistance outlined below: Area Insulated R-Value Thickness Installed C- - ___ _ _ _ R- ® at inches s- FC;aYy-) R- at ,j inches inches -- =� - - R-- - - at c tf C�* I �'1 _ at , - inches p' at inches ` • U 1?' R- IT- at inches C 1 - - R- at inches R- at inches * Nominal thickness are are representative of field,spray applied foam insulation. DIlbg� 1�1c�%n rrZ c�. �y' LO Date of installations i Jobsite Address: lit( � Building Contractor° .. Thermoseal Contractor. Anthony's Insulation Corp Phone; (631)943-8364, Installed By: Gcz *�POST NEAR ELECTRICAL PANEL'S ! THERIWOREAU ThermoSeal o P6 Box 32 o New Canaan,CT.06840 Ph.1-800-853-1573 info@thermosealusa. om 1 i 1� .H. YJ 1JZ r I L V S U IL A J3. 1 0 1.4 CORP. Spray Foam, Drywall, Spackle & Paint 86 .INDUSTRY CT,DEER PARK.NY 11729 EMAIL.anthonvinsuicoMgz cr gmail.corn Phone;631-943-8364 March 23 °,2023 � Jobsite: 29825 MAIN 17D CUTCHOGUE NY � To whom it may concern, This letter is to verify that for the above location we installed the following Insulation Woll k. DC315 Material specific folk Fire Resistance on Attic Rafter. The product used conforms'to meets IBC and I C Code Requirements and its re ull,atiow j For any questions and or concerns please do not hesitate to contact us via email or via pho le Regards, Carlos Sanchez President 1 � � r i r j q � OF Robert James Higgins Architect,.AIA 50 Hidden Acres Path Watling River,`River,N,Y 14 792 631-208-33 51 Rarchibob@aol.com Town 4f-Southold P.O. Box'1.179 Southold, NY 1.1971 februaryl5, 2022 ' Contractor: George Psomas Location of Project: 29825 M am Rd 'Southold,NY 11971 The Plumbing doles dri ed through-the 1 st #loot Joists inside the mechanical room has;been repaired with 1/ ?' thief steel plates-4'-0" in ieng&and through bolted to.each joist in question and the new 3 inch plumbing pipe was reinstalled. There for it is to the best of my=knowledge, b1ie ,and pro�essi+onal judgment ghat the word stated above,. satisfies and complies with the intent of the provisions and:requirements of the 2020NYS residential building Code. RespectfuUy yours, ED A 'Robert'Ja ®� ins, ALA MRS • • 1 9 F 87-1 MWE 9 � ffim • - �.� INSULAITIP • • i IJ rs KIM raim NO o�g�fFO(��oG TOWN OF SOUTHOLD—BUILDING DEPARTMENT y� y 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.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. 475d- Building Inspector: BAR` 4 2022 Applications and forms must be filled out in their entirety. Incomplete BU/L DIIVG applications will not be accepted. Where the Applicant is not the owner,an TOWN OFSOVTMO Owner's Authorization form(Page 2)shall be completed. LD Date- OWNER(S)OF PROPERTY: Name: I`, * SCTM# 1000- .Project Address: Phone#: Email- - 7 Mailing Address: Z �y D_ CONTACT PERSON: Name: a Mailing Address: Phone#: `Q _ Email: DESIGN PROFESSIONAL INFORMATION: rh.G Name: Mailing Address: Phone#: Email: 'Ileii.i-�o CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DES C IPTION OF PROPOSED CONSTRUCTION New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other Will the lot be re-graded? ❑Yes EeNo Will excess fill be removed from premises? ❑Yes "o 1 PROPERTY INFORMATION Existing use of property: t Intended use of property: Zone or usq district in which premises is situated: Are there any covenants an restrictions with respect to _- ..._._u_...____�..w.__......w.._,.._......_�_..._.._._.___.__.__..-_._ this property?�❑Yes o IF YES, PROVIDE A COPY. _ ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by . Chapter 236 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 buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): /i Al Gar I ❑Authorized Agent Aff6wner Signature of Applicant: Date: STATE OF NEW YORK) S: COUNTY OF ) 6LA being duly sworn,deposes and says that(s)he is the applicant (Name of incGiclual 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 knowlL\,d p ayabel1jaehff,Sar�d : yZpTE�'�i that the work will be performed in the manner set forth in the application file therewith. ;NOTpR Notary Public,State of wYork uouc *1 No 01J06349053 Sworn before me this N11 r.. Qualisecd'in Suffolk Cot ty Ei14"vS ;.`° Commission Expires 1 11/20?2 day of /rIllyc l , 20_Z Notar Pu OZ/TT/OT sa-likKa nOTSS1=103 „uomrrn,r S.junoZ)NIO33 ul PoUilen `o�a..:..!�N. £506 0 ON O1land PROPERTY OWNER AUTHORIZATION woAmam}oa align g1o� \,�dioN ; (Where the applicant is not the owner) nose o ue� !gy031VLSv 4 1 ggr,rmma" 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 I l NOV 0 9 2022 f"IILD' To ..,f U, �guFF01 BUILDINIP. DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD o Town Hall Arinex-54375 Main Road - PO Box 1179 o at • Southold, New York 11971-0959 'yfj0 a0� Telephone (631) 765-1802 - FAX (631) 765-9502 1 ' rogerrO-southoldtownny.gov- seand@southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION i (All information Required) Date: jo f3 Company Name: �v i� E1IICA ccm"arx tic Electrician's Name: License No.: ' - 1 1'� Elec. email: „A tiZarA e1�;�C. Elec. Phone No: 5kl�. ,330 C0q I request an email copy of Certificate of Compliance Elec. Address.: 1eA 'An O K) �- JOB SITE INFORMATION (All Information Required) Name: I rb I T Address: 25 Co IId Cross Street: Phone No.: b 31 4(314,,rl ?. PeZt V�D Bldg.Permit#: email: P&A r0 Po 1 1 &�.a4 l�L Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: 1 2 o 0 c) Circle All That Apply: Is job ready for inspection?: YES NO Rough In Final Do you need a Temp Certificate?: YES NO Issued On Temp Information: (All information required) Service Size 1 Fah 3 Ph Size: 2 U C9 A #Meters Old Meter# New Servi Fire Reconnect Flood Reconnect Service Reconnect Underground Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION I I`�IZZ r,i1,,.E- Nq --------------------------------------- - ------ BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD ® • �-'` Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 ' Telephong (631) 765-1802 Temporary Certificate # i3 11jq Date 2022 Customer Name �� S Electrician Name/1Q �(�C Address a Z� Ui.p Phone e-mail .P b r i O C® 6 110 e-mail JG�Spr/ l��' e/�� !G 6 Phone �/ 11 �/ License# / Size Dn_q phase 1 Overhead Underground #of Meters Remarkss #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N 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 q day ate abov Authorized by I r NOV 0 2022 ylrxc r� �;0 SVfFp1K BUILDING DEPARTMENT-Electrical Inspector } © C, TOWN OF SOUTHOLD © ` Town Hall Annex-54375 Main Road.- PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr@southoldtownny.gov- seanda-southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: jL j3 Company Name: \-,V 1 �1 i �;: �n tic Electrician's Name: _ License No.: w l Elec. email: ter` ZJ. ' —. 1 tarA EiOAC-6`1• Elec. Phone No: �b .3 �s � 1 request an email copy of Certificate of Compliance Elec. Address.: 14� A - , 6,Ao-4 L Lza os-- 16-4 1 JOB SITE INFORMATION (All Information Required) Name: 7 S pn n S Address: R-}' 2-6 CL) .�1(3 Cross Street: Phone No.: 631 4 0 4- a.. Pei:(!-D Bldg.Permit#: +l`Z 52 6 email: ea rp Fo r 1 K l l 0-- Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Z d v A tnn 1p se-r-v i CL . :;-10 V1k-:rv, CO .] ! Square Footage: ^b<9 6 Circle All That Apply: Is job ready for inspection?: YES NO Rough In Final Do you need a Temp Certificate?: YES NO Issued On Temp Information: (All information required) Service Size 1 Fzh 3 Ph Size: '2 U U A #Meters Old Meter# New Servi Fire Reconnect Flood Reconnect Service Reconnect Undergro Overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPUCATION I c "e ��A ro e. [ � rn PERMIT ft Address: Switches Outlets G F I's Surface Sconces v UC Lts f Fans Fridge HW % II �[ r Exhaust� Oven WHO Smokes DWI Mini Carbon Micro Generator Combo Cooktop Transfer t d /AC AH Hood Service (ti�a f I � � I� Amps Have Used Special: Comments 2 1 1 ."n4- pF SO!/TyQlo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Southold,NY 11971-0959 �Q �ycOUNT`I,Nc� BUILDING DEPARTMENT TOWN OF SOUTHOLD STOP WORK ORDER TO: J & P Family LLC 200-16 34th Avenue Bayside, New York 11361 YOU ARE HEREBY NOTIFIED TO SUSPEND ALL WORK AT: 29825 Route 26, Cutchogue, New York TAX MAP NUMBER: 1000-102-2-14 Pursuant to Section 144-8 of the Town of Southold Code, you are hereby notified to immediately suspend all work until this order has been rescinded. BASIS OF STOP WORK ORDER: Construction beyond scope of Building Permit 46807, issued 9/13/2021, by demolishing the existing single family dwelling. CONDITIONS UNDER WHICH WORK MAY BE RESUMED: When a new Building Permit has been issued. FAILURE TO REMEDY THE CONDITIONS AFORESAID AND TO COMPLY WITH THE APPLICABLE PROVISIONS OF LAW MAY CONSTITUTE AN OFFENSE PUNISHABLE BY FINE IMPRISONMENT OR B H. DATE: February 14, 2022 n J. J ' e or B(ski din ns ector IT SHALL BE UNLAWFUL TO REMOVE THI N TIC H T WRITTEN CONSENT OF THE ISSUING AGENCY. Meyer, Nancy From: Meyer, Nancy Sent: Tuesday,April 1, 2025 3:33 PM To: 'rowanexpediting@gmail.com' Subject: 29825 Main Road Attachments: uses.pdf Hello Eileen, I received the proposed amendment to building permit#50523 for an accessory apartment. I am attaching the section of our zoning code pertaining to apartments; specifically 280-13 (A), subsection 6. The requirements of them and supporting documentation does need to be included for us to review this proposed amendment. Once all information is received,our review can commence. If you have any questions,feel free to reach out to the building department. Thank you, JVaizcy Me-ye.- Building Inspector Town of Southold Building Department Annex Building 54375 Main Road Southold,NY 11971 (631) 765-1802 i Meyer, Nancy From: Meyer, Nancy Sent: Friday,April 11, 2025 2:56 PM To: 'rowanexpediting@gmail.com' . Subject: 29825 Main Road Hi Eileen, I wanted to follow up regarding the conversation we had earlier this week about the proposed apartment. I did speak to the other inspector, as well as the department head, and unfortunately,the code clearly states that accessory apartments are only permitted in existing single family dwellings,which means the house would need to have a certificate of occupancy in order for us to review an application to construct an accessory apartment within the dwelling. If you want to propose it now, before a CO is issued, then we would need to issue you a notice of disapproval and you can proceed with a variance request from zoning. Please advise how you would like to proceed, or let me know if you have any additional questions. Thank you, Nancy JVancy.Meyer Building Inspector Town of Southold Building Department Annex Building 54375 Main Road Southold,NY 11971 (631) 765-1802 i ROWAN Permit Expediting Services October 1, 2025 Town of Southold Building Department PO Box 1179 ' Southold,New York 11971-0959 OCT ` 6 2u25 Re: 29825 Main Road(Route 25A), Cutchogue NY SCTM#: 1000-102-02-14 Building Permit# 50523 Dear Building Inspector: Please be advised that the owner of the above named property is requesting an amendment to the building department permit for a new dwelling. This request for an amendment is in response to the building inspector's final inspection ticket issued September 27, 2024 requesting revisions to the construction plans. In this regard,please find the following: • Two copies of the survey. . • Your copies of the construction plans revised for the inspector's comments. • One copy each of inspection tickets. • One copy of the plumbers affidavit. Kindly review these documents and if you find all in order,please issue amendment. Please note that the SCDHS final approval of constructed works is pending. The SCDHS approval was amended for a 5 bedroom sanitary system for future expansion. The dwelling is a four bedroom dwelling as presently existing and completed. Additionally please advise if an additional final inspection is required. Thank you for your assistance in this matter. e _-___y0 - - Eileen owan /er 80 Wedgewood Drive,Coram,NY 11727 rowanexpediting@gmail.com 631-603-8688 EXISTING 2 STY FR DWELLING W/ 2i- 44 LOT AREA = 13,532 SQ. Fr. W/TOTAL OF 6 BEDROOM , 22-02 0.311 acres PROPOSE NEW SANITARY SYSTEM 1 24-42 EXISTING 1 ST FL = 779.70 SO. FT. FFL ELEV. = 34.1 1- AC GAL SEPTIC TANK 2nd FL = 997.50, SQ. Ff. 1-LEACHING POOL 8'DIA X16'DEEP GARAGE = 217.8 SQ. FE GAR ELEV. = 32.2 (34.4) = ELEVATIONS TOTAL = 1,992.00 SQ. Fr. ELECTRIC, UNDER GROUND SERVICE I F VACANT Y -ANESK► NOW OR FORMERL '30» E 89.39, (act) N 37•49 90-00, (deed) (34.4) I FC X 2.1'E link fence FD FC 0.1'S chain PIPE 0.2'E 0.2'S FC 33.8 x w U1 n .4D O Z r� m roof Q ^ Z7 c drywell 0 V Y O o o at Ci 1 W � v � y x wd.X�p a (!1 3 e �3. window FC r X O , a 39.9 wells 1.2'W T- U 1;0 22.6 AC units d- FC G Z SLti^ 00 >- r- 4.6'W x L'Jr P OW C3T -� o R g' Q, o O IL 3g Ewa��8 N well '3 -w FC fea/ over 150' O 50 I J . N, _ - � 1 j x P st FC m (35.2) FD 75' Z Z 3.6'W 3 xp 1>=sr o.{ PIPE Z 0 HOLE<l water m U `� 1 meter / C] Oq'�j �G y'v v x on 11 FJ / (34.5) on L pad k 201/ v • 1.o'w 0.3's / O WEAL el-1 line FLUNG 9(0 {ra P (n (30.8) 0 er tan 15h WP-�ER dell great SING P0130C 3-19-24 REVISED HEALTH DEPT. INFOMATION 1-19-2022 'REVISED DWELLING & HEALTH DEPT INFOMATiON 3-19-2021 ADDED HEALTH DEPT INFOMATION THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPETUY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND 7HEREFORE ARE NOT JOB NO. 20-262 FILE No. 988E UNTENDED TO GUIDE THE ERECRON OF FENCES, REDUNING WALL% POOLS. PATIOS, TEST HOLE PIANTING AREAS.ADDITION TO ethmmas OR ANY OTHER commucuom SURVEYED FOR EVAN YERASIMOU BY McDONALD GEOSCIENCE UNATIHOMM X RIIITION OR AMMON TO THIS SURVEY IS A VIOLATION OF SECTION 2-26-2021 7209 OF THE NEW YORK STATE EDUCATION LAW. D. GUARANIEZS INDICATED HERON SHALL RUN ONLY TO THE PERSON FOR WHOM THE 1. ;'DARK BROWN LOAM OL SURVEY IS PREPARED.AND ON HIS BEHALF TO THE 7711E COMPANY. GOVERNMENTAL SITUATED AT CUTCHOGUE BROWN CLAYEY SAND SC AMOY AND LENDING WIMMON LISTED HEREON.AND TO THE ASSIGNEES OF 7HE LENDING INSTITUTION.GUARANTEES ARE Nar 7RAN9WABLE TO ADDITIONAL INSMILMONS TOWN OF SOUTHOLD, SUFFOLK COUNTY, N.Y. 3' BROWN FINE TO COARSE SAND SW OR SUBSEQUENr OWNERS. 5' COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR SCALE 1" = 30' DATE 11-16-2020 PALE BROWN FINE SAND SP EMBOSS SEAL SHMI NOT BE CONSIDERED TO ITE A VALID 7RUE COPY FILED MAP No. DATE CERTIFIED ONLY TO: TAX MAP No. 1000-102-2-14 CRD. 16-231 17COMMENTS: NO WATER ENCOUNTERED� tl042/ . HAROLD F. TRANCHON JR. P.C. Tl`'� 'c;y `�. LAND SURVEYOR Q ^� O, P.O. BOX 616 1866 WADING RIVER-MANOR RD. WADING RIVER, KA NEW YORK, 11792 HAROLD F. T_E NYLIC. N �48992 631-929=4695 ►JVC}IQN, JFR=• PENN. LIC. No. 2115-E r LOT AREA = 13,532 SQ. FT. PROPOSE NEW SANITARY SYSTEM EXISTING 1 STY. FR. DWELLING W/ PROPOSED 0.311 acres 1-1000 GAL SEPTIC TANK 2ND. STY ADDITION, W/TOTAL OF 3 BEDROOM 21-44 1—LEACHING POOL 8'DIA.X12'DEEP EXISTING FIRST FLOOR 629 SQ.FT FFL ELEV. = 36.2 (34.4) = ELEVATIONS EXISTING GARAGE 253 SQ.FT. ELECTRIC, UNDER GROUND SERVICE PROPOSE 2ND FLOOR = 882 SQ.FT. NO GAS VISIBLE PROPOSE GARAGE TO LIVING SPACE = 253 SQ.FT. PROPOSE & EXISTING TOTAL = 1,764 SQ.FT. r OLTNW DEPART ENT Oj,HEA,LTft SERVICES fig ,+ {n/ry�y�A1?1�A OF CONSTRUCTION +1 bE /'L p ERNIMFVR OV 1`7q_..S' OI'1L3 S"Lf�anA�1ih�rktt;jzmitrLrf4��L.'_��i.�; `.•.,r!;,. .. ,,:i, .,t''.i't""j�.1H'11�.�'l�l'r111 6IN LE k•�.y. Ar d''L.i. Ali �s`+FAMILY i T":'G i Submit t� , DA' :111 J.", gr }C , b APPROVED FOR Iv1AIIb�1 JJaI '. sOR00MS EXPIRES' EE YRAR A'>t�OF APPROVAL VACANT ' �._�- ZANESK _ —_... NOW OR FORMERLY Ct ,30,TE gg.3g' (deed) N 37°4g g0.00 FC (34.4) ' x 2.1'E link fence FD ; FC 0.1'S chain 0.2E PIPE 0.2 e ` FC 4.6'W r(33.8) o x approximatern c location o N° �? of cesspool to Q U be abandoned a O C> N v 0 (-ACC Q X propose 0 -� 0 LL1 ° x /—2nd sty Q CD N / addition dro well o r w 3 9 Za 0 rY 1.2'W U _ d- c� 21.8 12. ` FR �,(`( N m FC oGA yJEL1- > 4.6'W x �R, D\ o 12• �` 2B 9� CS► well L.LI walk to interior 0 O ::E removed cleanout roofed N O FC II over :7 -_150 7 O 5.0'W N ' U) Lj4k9 x �TEST (35.2) 0 HOLE FD FC M 'W Ip waterPIPE meter 5' x000min5•x on / C1\r (34.5r) padE FC, MON % 2X A� •� •�° 1.0 W / \ 0.3'S , '0 of \Lne (30.8) � D��� 0 from prOP A5 than np �e\\ 9(eoter t \ err '- FEB 2 `3 2022 DD �tAR 2 BUILDING DEPT. TOWN OF SOUTHOLD 3-19-2021 ADDED HEALTH DEPT INFOMATION THE OFFSETS (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO THE a qG „� `' PROPERTY LINES PRE FOR A SPECIFIC PURPOSE MID USE AND THEREFORE ARE NOT 65 ^^• JOB No. 20-262 FILE No. 988F INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WALLS. POOLS, PATIOS. PLANTING AREAS, ADDITION TO BUILDINGS OR ANY OTHER CONSTRUCTION. TEST HOLE SURVEYED FOR EVAN YERASIMOU BY McDONALD GEOSCIENCE UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 2-26-2021 7209 OF THE NEW YORK STATE EDUCATION LAW. O. GUARANTEES INDICATED HERON SHALL RUN ONLY TO THE PERSON FOR WHOM THE 1' DARK BROWN LOAM OL SURVEY IS PREPARED. AND ON HIS BEHALF TO THE TIRE COMPANY, GOVERNMENTAL SITUATED AT CUTCHOGUE BROWN CLAYEY SAND SC AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTIES ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS TOWN OF SOUTHOLD, SUFFOLK COUNTY, N.Y. 3' OR SUBSEQUENT OWNERS. BROWN TINE TO COARSE SAND SW 5' COPIES OF THIS SURVEY MAP NOT REARING THE LAND SURVEYOR'S INKED SEAL OR SCALE 1" = 30' DATE 1 1—1 6-2020 EMBOSSED S£AL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. PALE BROWN FINE SAND SP FILED MAP No. DATE CERTIFIED ONLY TO,—��- u„� TAX MAP No. 1000-102-2-14 17' ;�~'f< F' i"`fl; CRD. 16-231 COMMENTS: NO WATER ENCOUNTERED a ' 0f,�i 'A" 19�' . r ,,.a, ,°�, HAROLD F. TR'ANCHON JR. P.C. ,• ` " �� �w LAND SURVEYOR "� � ..�` �t�.•h _ f. \ e} P.O. BOX 616 t,� ;_ 1866 WADING RIVER—MANOR RD. WADING RIVER,; .• NEW Y ORK, 11792 4� c, x1; *"N>Y..�`LTC. No. 048992 631-929-4695 HAROLD F. TRANGWOC�}'JRfr EN '"�.P'. N"LTC. No. 2115—E �,. PROPOSE NEW SANITARY SYSTEM EXISTING 1 STY. FR. DWELLING W/ PROPOSED 21-44 0.311 acres LOT AREA = 13,532 FT. 1-1250 GAL. SEPTIC TANK 2ND. STY ADDITION, W/TOTAL OF 4 BEDROOM 22-02 1—LEACHING POOL 8'DIA.X12'DEEP EXISTING FIRST FLOOR 629 SQ.FT FFL ELEV. = 36.2 (34.4) = ELEVATIONS EXISTING GARAGE 253 SQ.FT. ELECTRIC, UNDER GROUND SERVICE NO GAS VISIBLE PROPOSE 1 ST FLOOR = 782.2 SQ.FT. PROPOSE 2ND FLOOR = 911.4 SQ.FT. GARAGE = 217.8 SQ.FT. PROPOSE TOTAL = 1,911.4 SQ.FT. nOUIM DEPARTMENT O1 g1EAl �...•:::y p> ._VT FOR APPROVAL OF COS S TRU�.'noN MR A6 b�NGLR vArMLY P011TS1�NCE ONLY HATE (2 3 2021 APPROVED �tc�yQoglt���;p�1 7JF 67Eil�a ' S. i ,•.ie l`...,'-- -•w t..L:.,;,A i' 33g l-'uUmit FOR M�AXBAU �.. OO HS 3. c���p b!'I MIRES THnE YEAiZS FROM, DA.'TE-0F APPROVAL, s VACANT OR FORMERLY ZANESKI NOW 89 39' (act) 37°49'30„E O 00, (deed) *ed plan,Approved_2l ti .20Z2 Rj N 9 (34.4) `L ��2 x 21;E chain link fence FDFC 02'E 0.1S PIPE 0.2'S ING DEPT.F SOUTHOLD FC 33.8 4.6'W (33.8) a (11 x approximate o C31 location propose 0 �? lT1 C of cesspool to � r °!! be abandoned 1st & 2nd sty o j �— additions C O Z ro ose ( ` ) 40.0'x25.0' W G) U landing & steps �J 0 8'x3' O 0 �Tl !Lj x propose ce propose / O 3 drywell FC Mr X t 0 1.2'W c) � cti 21.8 d-r G co4.6'W x a- � 1 cr ZS'9 cove ed {, N" Ld walk to be stoop, well � � removed D terio 7'x4.5 0 FC, c�eanout i 10' 150 UI Z LL_ O LO p 5.0 W \ St min —� ------LO - m LZZ x c P o - I a $ . (35.2) FD 75'W xp HSLE\ m\ mPIPE water \� \ C, meter x on �j O (34.5) padwter1.6) $ xsQLvmFC MON % (�t •�' 0.3 S ,c (30.8) � G / �� ,oPey ffon p O 14 y �+ VN 1-19-2022 REVISED DWELLING & HEALTH DEPT INFOMATION M '- 3-19-2021 ADDED HEALTH DEPT INFOMATION THE OFFSETS(OR DIMENSIONS) SHOWN HEREON FROM THE SIRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND 7HERDORE ARE NOT JOB NO. ZO-262 FILE No. 988E INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WALLS. POOLS. PATIOS, TEST HOLE PLANTING ARM ADDITION TO BUILDINGS DR ANY OTHER CON51RucTION. SURVEYED FOR EVAN YERASIMOU BY McDONALD GEOSCIENCE UNAU H01""ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 2-26-2021 7209 OF THE NEW YORK SIA E EDUCATION LAW. 0• GUARANTEES INDICATED HERON SHALL RUN ONLY TO THE PERSON FOR WHOM THE 1. DARK BROWN LOAM OL SURVEY IS PREPARED.AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL SITUATED AT CUTCHOGUE BROWN CLAYEY SAND SC AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INsTmmoNS TOWN OF SOUTHOLD, SUFFOLK COUNTY, N.Y. 3' BROWN FINE TO COARSE SAND SW OR SUBSEQUENT OWNERS. 5' COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR SCALE 1" = 30' DATE 1 1-1 6-2020 EMBOSSED SEAL.SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. PALE BROWN FINE SAND SP FILED MAP No. DATE CERTIFIED TAX MAP No. 1000-102=2-14 17' ��� � CRD. 16-231 COMMENTS: NO WATER ENCOUNTERED 'It A ji1C, o ""c� HAROLD F. TRANCHON JR. P.C. cy ` s, LAND SURVEYOR P.O. BOX, 616 ' 1866 WADING RIVER—MANOR RD. WADING RIVER, f,�cf �'©• ®�d �c�7r 0�.+ NEW YORK, 11792 Y. LIC. No. 048992 N. �'^� � 631-929=4695 HAROLD F. T,RA:N PENN. LIC. No. 2115—E 21-44 LOT AREA = 13,532 SQ. FT. SANITARY SYSTEM EXISTING 2 STY FR DWELLING W/ 22_02 0:311 acres W/TOTAL OF 5 BEDROOM 1-1.500 GAL. SEPTIC TANK 24-42 1—LEACHING POOL 8'DIA.X76'DEEP EXISTING 1ST FL = 779.70 SS FT. 25-126 FFL ELEV. _ �34.1 •" 2nd FL = 997.50 SQ. FT. GAR ELEV. = 32.2 GARAGE = 217.8 SQ. FT. TOTAL = 1,992.00 SQ. FT. VACANT - FORMERLY ZANESKI NOW OR 89.39, {act) N 37°491 30,E 90 00' (deed) fence shed 0.3 W FC 3.7'E X 2.1'E link fence 43�E 0.1'S chain fr 3.31S 0D Q shed FC / r o�' 4.6'W I vinyl x sh (JT U N, w � roof Q D . drywell WO a o O�. deck x wd . / 5'X10 0 Ce 23' window -" 3g-9' wells W Jc^D- 22.6' SN FR o AC Units : Q .— d.. FC% G 2 Ell- N J 4.6'W x o R �WLn �$ O e er W el 3g 9 d 8. O FC� roofed c 0 0 5-O'W 26, 4. x7.3'-1 IC'1, o 11 rn r0Lo63' o ,o LOZZ , x IP m 36 ig 1 `\ ` mst mwater m m meter o0o x one a�i pad0 CT - 6 2025Fc.O'W go�� (;Is' •:s` 0.3'S NOTE: �..; DRYWEL L LOCATION' BY 'OTHERS NOTE: CESSPOOL, SEPTIC TANK, WATER SERVICE GAS LINE and ELECTRIC LINE 9-11-2025 UPDATED SURVEY LOCATIONS. BY OTHERS. 4-29-2025 REVISED SANITARY SYSTEM. for 5 BEDROOM DWEWNG 3-19-24 REVISED HEALTH DEPT. INFOMATION 1-19-2022 REVISED DWELLING & HEALTH DEPT INFOMATION 3-19-2021 ADDED HEALTH DEPT INFOMATION THE OFFSETS(OR DWENSIONS)SHOWN HEREON FROM THE STRUCTURES To THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT JOB No. 20-262 FILE No. 988F INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WALLS. POOLS, PATIOS. PLANTING AREAS..ADDITION TO BUILDINGS OR ANY OTHER,CONSTRUCTION. SURVEYED FOR JOHN PSOMAS UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY Is A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. GUARANTEES INDICATED HERON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED.AND ON His BEHALF TO THE TITLE COMPANY. GOVERNMTNn1L SITUATED AT'CUTCHOGUE AGENCY AND LENDING INSDIUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INsTInmON.GUARANTEES ARE NOT TRANSFERABLE TO AMMON&INSTITUTIONS TOWN OF SOUTHOLD; SUFFOLK COUNTY, N.Y. OR SUBSEQUENT OWNERS. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INM SEAL OR SCALE. 1" = 30' DATE 11-16-2020 EMDOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. FILED MAP No. DATE CERTIFIED ONLY TAX MAP No. 1000-102-2-14 CRD. 16-231 vQ. - . CD ;;. . HAROLD F. TRANCHON JR. P.C. LAND SURVEYOR I Fes'. P.O. BOX 616 4 ,J e 1866 WADING RIVER—MANOR RD. WADING RIVER, NEW YORK, 11792 �� NAY LIC. No. 048992 631-929-4695 HAROLD F. TRAN�H�'N' W ,,.D N. LIC. No. 2115—E a gasMIN 27-38 LOT AREA = 13,532 SQ. FT. 0.311 acres G � OR FORMERLY 89 39A (act) NESKI N 37'49,30,.E 90 00'' ((deed) N shed shed 3.7'E 4.5'E PIPE FC FC x p j•S chain link fence 0 2'E 0.2S FC fr �12' shed I 4.6'W (33.8) shedlLA 3.9'S x c �n N• Q V N O WO Fri L O m ° � v � 1.2'W FC W CO Fc 22.6 N jndQCjon c } r 4.6'W x 0% fo 39.9 f LLJ o � O 3g: FC S p - 5.0'W O0 m LCZ) � x 3 o (35.2)'W FD owater PIPE M meter0 c pad 'x (34.5) 1.6)FC MONrn1.0'W 11`� o.3's 9O N 2-24-2022 FOUNDATION LOCATION THE OFFSETS (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WALLS, POOLS, PATIOS, JOB No. 20-262 FILE No. 988E PLANTING AREAS.ADDITION TO BUILDINGS OR ANY OTHER CONSTRUCTION. SURVEYED FOR EVAN YERASIMOU UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. GUARANTEE INDICATED HERON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TD THE TITLE COMPANY,GOVERNMENTAL SITUATED AT CUTCHOGUE AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. TOWN OF SOUTHOLD, SUFFOLK COUNTY, N.Y. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR SCALE 1 40' DATE 11-16-2020 EMBOSSED SEAL SHALL y0T BE CON,S9P'ERED TQ= A`VAUD TRUE COPY. ��� ,W G•� �� FILED MAP No. DATE CERTIFIED ONLY''0 : -TRAP ��.� TAX MAP No. 1000-102-2-14 �0/ CRD. 16-231 ®? HAROLD F. TRANCHON JR. P.C. LAND SURVEYOR P.O. BOX 616 ,c`4 ;r`' � ,'n 1866 WADING RIVER—MANOR RD. WADING RIVER, v` ;�� NEW YORK, 11792 ® C,i.; SS° N:Y. LIC. No. 048992 631-929-4695 HAROLD F. TRANCHON_J:R. PENN. LIC. No. 2115—E EXISTING 2 STY FR DWELLING W/ 21-44 LOT AREA = 13,532 SQ. FT. SANITARY SYSTEM _ -22-02 0:311 acres W/TOTAL OF 5 BEDROOM 1-1,500 GAL. SEPTIC TANK 24-42 1—LEACHING POOL 8'DIAXi 6'DEEP EXISTING 1 ST FL = 779.70 SO. FT. 25-126 FFL ELEV. _ -34.1 2nd FL = 997.50 SQ. FT. GAR ELEV. = 32.2 GARAGE = 217.8 SQ. FT. TOTAL = 1,992.00 SQ. FT. VACANT LY ZANESKI NOW OR FORMER 89 39' (act) N 3749 7 49'30„E 90 00' deed) fence / / shed, 0.3'W 3.7'E FC fence X 2.1'E chain. link 433E ' 0.1'S 03 fr 3.3's 0 o shed FC T 4.6'W vinyl x sh (3T a. O roof Q a .- drywell0 0 O g x wa deck' / 5 X10 0 (n 3 e 2 window O C 3g 9 wells w LJ X `— N d 22.6' cNn AC units _I0 CD S'(`( - o Q d" FC% G `2 Wj u N 4.6'W x Ncr A D �r►Teter J o R g 9' 0 W ellTe ter 3 Wd O FC/ roofed � � .c OT O 5.0'W 26' ' 4.8 X7.3.39 0 on Lo -zV-ILO:: I St 36' Av I �w�atem r rQ meter Uo x one pad0) 0 O12 mFC .0'W ?�m I j 1,S15 m-.ca 0 g,0 A� 0.3'S _ �� •ELLOC&ATIORI P OTHERS Souring Old of sout�SQ4,r, NOTE: CESSPOOL, SEPTIC TANK, WATER.SERVICE GAS LINE and ELECTRIC LINE 9-11-2025 UPDATED SURVEY LOCATIONS BY OTHERS. 4-29-2025 REVISED SANITARY SYSTEM; for 5 BEDROOM DWELLING 3-19-24 REVISED HEALTH DEPT. INFOMATION 1-19-2022 REVISED DWELLING & HEALTH DEPT INFOMATION 3-19-2021 ADDED HEALTH DEPT INFOMATION THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE MR A SMIFIC PURPOSE AND USE AND THEREFORE ARE NOT JOB No. 20-262 FILE No. 988E INTENDED TD GUIDE THE ERECTION OF FENCES, REIANNG WAILS. POOLS, PATIOS, PLANTING AREAS..ADDITION TO BUILDINGS OR ANY OTHER,CONSTRUCTION. SURVEYED FOR JOHN PSOMAS UNAUMORIM ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. GUARANTEES INDICATED HERON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED.AND ON HIS BEHALF TO THE IME COMPANY. GOVERNMEN IN- SITUATED AT'CUTCHOGUE - AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEE'S OF THE LENDING INSTITUTION.GUARANTEES AM NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS TOWN OF SOUTHOLD; SUFFOLK COUNTY, N.Y. OR SUBSEQUENT OWNERS. COPIES OF THIS SURVEY MAP NOT BEARING.THE LAND SURVEYOR'S INKED SEAL OR SCALE. 1" = 30' I DATE 1 1-1 6-2020 EMBOSSED SEAL SHALL HOT BE CONSIDERED TO BE A VAUD TRUE COPY. FILED MAP No. DATE CERTIFIED „S�bi� ' �'Qpy TAX MAP No. 1000-102-2-14; CRD. 16-231 =' HAROLD F. TRANCHON JR. P.C. LAND SURVEYOR P.O. BOX 616 1866 WADING RIVER-MANOR RD. WADING RIVER, o =' NEW YORK, 11792 - r, y N.Y. LIC. No. 048992 631-929-4695 HAROLD OHONI JRPENN. LIC. No. 2115—E SANITARY SYSTEM EXISTING 2 STY FIR DWELLING W/ 21-02 44 LOT AREA = 13,532 SQ.acres Fi. W/TOTAL OF 5 BEDROOM 22-42 0.311 acres 1—LEAC GAL POOL B' TANK 24-42 • 1—LEACHING POOL B'DIAXt6'DEEP EXISTING 1ST FL= 779.70 SO. FT. 25-126 FFL ELEV. - 34.1 2nd FL = 997.50 SO. FT. GAR ELEV. = 32.2 GARAGE= 217.8 SO. FT. I TOTAL 1,992.00 SQ. SLIFFOLK COLI`TY DFPARTPdFNT 07 HFALl'i 1 ZiPRViC�:S IT'1 t Ll hPPf2 Q',/td_QF!',�^dam ii+I l!_TcD IAh'1RK$F!�lR mp ,, i I I , ,Fl�.GLE F.'.fJILY RESIDENCE '+r R-21•6701 OCT 2 1 2025 { io::rlb: r.a.:C rV ll•'.:PAI.F� •:I'ii Y�r�Jid e.�' 1i::i t'a"AC>i:.� 14ACANT Now OR. FORMERLY �ESKI • g9.39' (act) -!i' N 37-49'30 E 9- - (deed) FC a7E feaw sl x 0.1'S chain lin lance 1r 4.3 ma's � .OAod b FC/ 4.6'W N Ox Ln CL J dryvr� C) "v x %1 d 10' ta� ;p CO 22.6' FR 'M AC mBa 2 a, -' 4 61N x o0�\2 Ld aromr 39 9' O I O O S 0'W Q6'• °Yv�•39' S 4.0 x7 3 OMQ• � x 93' 36' �O z FO st 3� s Z 3.6'W & o c;'_m -I o p x on �51 k °n mad Iz,.I gag' S 2 •j'�• 10'w �t �,Op►� 0.3'S tP NOTE: DRYWELL LOCATION BY OTHERS NOTE CESSPOOL, SEPTIC TANK, WATER SERVICE GAS LINE and ELECTRIC LINE LOCATIONS BY OTHERS. 9-11-2026 UPDATED SURVEY 4-29-2025 REVISED SANITARY SYSTEM for 5 BEDROOM DWELLING 3-19-24 REVISED HEALTH DEPT. INFONATION 1-19-2022 REVISED DWELLING & HEALTH DEPT INFOMATION 3-19-2021 ADDED HEALTH DEPT INFOMA7ION ME arts(at oimomo,a)s,m,m m, mow nc s'n xmm To De vBoronv LM'M FOR A WMFC Kff=NO USE AND DOOM WS NOT JOB No. 20-262 FILE No. 988F wmmm TO as nE O@9,m,OF FEAUM WMING 1eLs'vows Pmus, rtAWME AW4 AMMON 1a ROOM OR AV oMM Dova'It XWL SURVEYED FOR JOHN PSOMAS uammroaD AVaL a1 ADMICH m nA!SUM vnlAil011 OF StDln,l rra OF t!E NOW tm O,a snot muuna+Iwr. aWtA'fm wooVED MION svLL am my TO ne vnsa MR ow 11E saver 6 v,msatn me a,ws wvar io Re Moe oorvrr.aoomomm SITUATED AT CUTCHOGUE Lacm Damumm.GwA ww 11m war 7ruemAme 1n A rmm pomnp,5 TOWN OF SOUTHOLD, SUFFOLK COUNTY, N.Y. OR satsa>fwa Ouse oafs Or na sway ww Am a f m ME arm mwEfws way sex D. SCALE 1' - 30' DATE 11-16-2020 tMMM ML 9WL oar BE ODBSanEO M BE A WW 7"WP,'. FILED MAP No. DATE N 9 , Y CERTIFIED ON_LY`T �� p. TAX MAP No. I=-1o2-11-14 CRD. 16-231 f'Sv9a.tkat��o � t f10 HAROLD F. TRANCHON JR. P.C. LAND SURVEYOR P.O.BOX 616 V y0 a4s59z d2 1866 WADING RNER-MANOR RD.WADING RIVER, ® NEW YORK,11792 HAROLD F.TRANHONjJR is N.Y.LIC.No.048992 631-929-4695 PENN.LIC.No.215-E Generates! by REScheck-,Web Software: n -c MPI - -ce, Certifi, ate -Cot f Ha ,Project 29825 main.rd Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type: Single-family ECMIVE Project Type: New Constructton tdnditibried Floor Area: 1,940- 12- 1 FEB, � 3 2022 ft Glazing,Area 12% DEPT Climate Zone: 4 (557ZHDD,), BUILDING TOWN OF SOUTHOLD Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 29825 main.road evanyerasimou robert higgins -cutchogue,new york robert kkggins architect .50.hidden acres,path wading fiver,,NY 11792 Compliance: 1.7%Better Than Code Maximum UA: .288 Your UA: .283 -Maximum SHGC: 0.40 YourSHGC. 0.30 The%Better or Worse Than Code Index reflects how dose to compliance.the house Is based on code trade-off rutes. It DOES NOT provide an estimate ot energy use or cost relative to,,a minimum,code h'arne. Slab-on-grade tradeoffs are no longer considered in the LIA or performance compliance path in REScheck.Each stab-on-grade assenVilly iinthe speriffied 611mi,ate zon;exnust.meet them'kdimum energy code insulation R-value and depth reqtfirements. Envelope Assembties_ Gross Area Cavity Cont. Prop., Req. Prop. Req_ RZVAUe RrVzilue IL14'actor-U-'Factor, IJA uA Perimeter Ceiling:flat C611ing or Scissor Truss 1,000 38.0 0.0 0.030 0.026 30 26 Wall: Wood Frame, 16" o.c. 1,890 15.0 3.0 0.061 0.060 96 94 Door:Solid Door(under 50%glazing) 60 0.400 0.320 24 19 Door 1: Glass Door(over 50%glazing) 40 0.300 0.320 12 13 SHGC:0.30 Window: Wood Frame 220 0.300 0.320 66 70 SHGC: 0.30 Wall 2:Wood Frame-16" o.c. 240 15.0 0.0 0.077 0.060 17 13 Door 2:Solid:Door.(under 5&16,gj4zingj. kid 023(y 0320 5 6 Floor:AXWoodJoistlTruss 11.000 30.G 0.0 0.033, 0.047 33. 47 .Rrqject,T1tIe:Title:: Report slate: 021..22-J22 Data-filename: Page 1 of10 Compliance Statement: The proposed building design described.here is consistent with`thebuilding plans, specifications, and other ca'1culatiaras stsbrriitt +nrith':the errnit-applicatiora Ttae proposed btia�id�ng`#ias been°des gr��d to:rnset die 2diS,:li=GC requsrement5 in .REScheck Version REScheck-`4N�eb,,aind ii6 comply Witk�;thetmandatory,re.c[ui,rer�medts<listed ihithe,REScheifk4lnspecthon Checklist. ' ,mbert higgins erch'ltect Name-TWe S jgnat►are V M Date TFOF Project.Title: 2.9.825-main:rd Report date: 02/22/27 Page 2 oflm Data Mename: ;R:EScheck Software Version .REScheck-Web ion Inspect Energy Code: 2018 1ECC Requirements:-100 0%were-addressed•directly,in t'Mre RESchecksoftware 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,orthat an exception is being claimed.Where compliance is itemized.in a separate table, a reference to.that table is.provided.- Section Plates Verified Field-Verified # , Pre,Inspection/Plan Review Value' Value Complies Comments/Assumptions`' &Re .ID 1011, Construction,drawings and.. 1]Complies 'Requirement will be met 103.2 documentation demonstrate ;E7Does Not energy code compliance for the )]Not Observable a, building envelope.Thermal ;[]Not Applicable i envelope represented on ; construction.documents. 403.11. ,Construction.drawingS.and., ©Comp.lies, ;Requirement.wiH.be.met. �103.2, documentation-demonstrate Does Not 403.7 :energy code compliance"for QNot Observable ' [PR3]1 ,lighting and mechanical systems k Not Applicable ;Systems serving multiple dwelling units must demonstrate compliance with the 9ECC Commercial.Provisions. 302 1, :'Heating and cooling equipment is Heating: ,Heating. ,..C3Comp'lies ;Requirement will be met. 403 7 sized per ACCA Manual S based Btu/hr Btu/hr C1'Does Not[PR2]Z on loads.calculated per ACCA j .Cooling: Cooling: `,pNot Observable 0' Manual}or other methods Btu/hr Btu/hr :f]Not Applicable ' ,approved 'by the code official. Additional Comments/Assumptions: 1 High.Impact(Tier 1) 2 Medium impact(Tier 2) 3 .Low impact(Tier 3) Project Title: 29825 main rd Report date: 02/22/22 Data filename: Page 3`of10 {� Foundation'Inspection Compiies�., Comments/Assumptions &:Req.ID 31)32 1 f A protective covering is installed to ':Complies 'Requirement will be met. jFOI1.1 protect exposed exterior insulation UDoes Not s and extends a minimum of in.below ;.(]Not Observable' grade. r ONot Applicable i 4039 Snow-and ice-melting system controls:[]Complies ;Requirement,will be met. jFO}2]2 } 3 installed. i]Does Not jONot,Observable :DNot Applicable Additional Comments/Assumptions: 1, High Impact(Tier 1) `: Medium Impact(Tier 2) 3 iLow Impact(Tier 3) Project Title: 29825 main rd Report date: 02/22/22 -Data'filename: Page 4 of10 5ect�on Plans Verified weld i erafi�d # Framing/Rough in in'spectton Complies' CommentslAssumptions;. Value Value 402.1.1, ',Door U4actor, U- U- `DComplies See the Envelope Assemblies 402.3.4 DDoes Not table for valises. [FRl]1 ' []Not Observable ;`DNot Applicable 402.1.1, ;Glazing U-f actor(area-weighted U- U- 'DComplies ;See the envelope Assemblies 402 .1, `average). "Oboes Not #abFe#nrvatues. :3 402.3.3, 402,5 DNot Observable [.FR2]1 °DN&App icable 303.1.3 U-factors of fenestration„products DComplies :Requirement wilt be met. lk4p are,determined,in.accordance ,DDoes Not with the NFRC-test procedure or 'taken from the default table. `DNOt Observable ❑Not Applicable 402.4,1,1 ;Air barnerandthermai'barrier C]Complies Requirement will-be met. [FR23]1 installed per manufacturer's DDoes Not 1 'instructions. DNot Observable DNot Applicable 402.4 3 -Fenestration that is not site built LlComplies 'Requirement-will bemet. [FR20]1 4s.Usted and:labeled as:meeting Cjpoes<Not ,AAMA/WDMA/CSA 101/I.S.2/A440 `or'has infiltration rates per NFRC Dfot Observable 400 Thatdo.not exceed code �IVotApplicable �limits. 40Z4 5 iC-rated recessed lighting fixtures` `D'Complies Requirement will be met: jFR16]z ;sealed at;housing/Interior finish Does Not and labeled to indicate 52.0 cfm leakage 75'Pa. Not.Observable i ONot Applicable 403.3 1 :Su,ppply and return ducts in attics DComplies ;Requirement will be met. [FR12]1 16sulated >=R-8'where,duct is z � Does Not s >=Tinchesin diameter and >= R-6 where< 3 inches.Supply and DNot Observable return in other portions of , T jDNot-Applicable ,the building°insulated, far diameter>=3 inches and R-4.2 for< 3 inches in diameter. 403.3.2 ;Ducts,,air'handlers and filter 1 Complies Requirement will'be met. [FR13]1 boxes are sealed with <, DDoes Not gyp; Y,ointsiseams compliant with t InternationaMechanicatCode"ar , DNotObservable. 'International Residential Code,as " ;CliVot Applicable applicable. 403.35 ;Building cavities are not used as DCompiies Requirement wTl'be met. [FR I. '-'ducts or plenums. DDoes Not `pNot Observable. . „DNotApplicabte 403'4 hIVAC peeing conveying fluids R - R- ,DComplies, ;Requirement will be met. (FR17]2 'above 105°F or chilled,fluids flDoes Not - below 55 9F are insulated to a:R- 3. '[]Not Observable ON&Applicable 403.4.1 ;Protection of insulation on HVAC DCompties Requirement will be met. jF112411 piping. DDoes Not DNot.Observable, DNot Applicable 403 5 3 Hat water pipes are,insulated to, • W R- lComplies Requirement wilt be.met. [FR]8]z z:R-3, ODoes Not u ,ONot Observable -;ON,ot Applicable 1 High impact(Tier'1) 2"`:Mediamimpact-(Tier 2) 3 Low'Impact(Tier 3) Project Title: 29825 main rd Report date. 02/22/22 Data filename: Page 5 of 10 Sectron iPlans Vert#ted Meld o[erlfred # Framing/Rougii In inspec#ion Compties? �ommen#slltssumptions': &,Re .ID Value Value 4Q3 6 Automatic or gravity dampers are y 1�ompli'es Requirement,will'be met. [FRI9-i installei on all outdoor air flDoes;Not ;intakes and exhausts. Ct�tot observable -.`(]blot Applicable Additional Comments/Assumptions: r L1',J High Impact(Tier 1) ` 'Low impact(Tier 3) Project Title: 29825 main rd Report date: 02/22/22 Data filename: Page 6 of10. 5ettIon flans Verified - ;Field~Verified- �nsulation7nspecion �Complies? Comments/Assumptions.•; Re .1D, Value Value 303 1 All rnsta'iled insulation is labeled n IIComplies Requirementmill be met. (IN33]z or the instalted;R-values y' DDoes Not provided. Not Observable E Applicable 402.1.1, Floor insulation R-value. R R OComplies ;See the Envelope Assemblies • 402.2:6 ;❑ Wood` Q,Wood' 0boes'1Vot table for values. [iNljl ` '0'steel. ,�"steel. ;p.Not Observable ; ,O.Not Applicable 303.2, :Floor insulation installed per OComplies Requirement will be met. 402.2.8 manufacturer's.innstructibm and- ft�7'F1oes Ntit [IN2]1 in substantial contact with-the 7]Not.Observabie underside of the subfloor,or floor =framing cavity-:i:nsulatlon;is in DNot Applicablle ..contact-with the.-topside of sheathing,or continuous insulation is i:nstalled.,on:the underside of floor framing and rr ,extends from the bottom to-the tqp of ail perimeter floor framing ;members. 402.1 1 ;Wall insulation.R-value.Ifthis is a R- R UComplies :see the EnvelopeAssemtrlies 402.2.5, mass wall with at least 1/2 of the ET,1/tlood'-L Q Ul/ood' ']Does Not table for values. 402'2 6 wall.insulation on the wail [IN3}1 ;exterior,the,exterior insulatton Mass Q Mass ]Not Observable `requirement applies{FR10). EJ Steel' [� Steel` dNot Applicable 303.2 Wall insulation is installed per OGomplies :Requirement wilt,be met. [1N4)1 manufacturer's instructions. D5Does;.Not. pNot Observable DNot-Applicabie:. Additional Comments/Assumptions: LHIgh Impact`(7rIer'1� sMedium mpact'{Fer 2) 3- ;Low'lmpact{'TIer 3y Project Title: 29825 main rd Report date: 02/22/22 Data filename: Page 7 of10 Section P ahs Ve lfred FreEd�Zdriffed # FrnaTlnspection Provrs�ons Comptres7 Gomrnents/Assumptions UaiiU 402.3 3, Ceiling,insutation R-value: .f a C1Compl es See the e fo Evalueos a Assemblies 402.2 1, Wood Wood Doesl,ot "ta 402.2.2, Steel le Stee 402,2i6 II" 0 :Not Observable [Ff 1]1 QNot Applicable 303.1.1.1,;�Ceffirtg.-insulation installed=per L7Carnpl}es ;Requirement will be met. 303.2 �manufacturer's instructions. ;Does'Not [F1211 Blown insulation marked every 300.ft2, j Not Observable CQNat Applicable 4022 3 Vented attics with air permeable °Complies Requirement will be met.. lF122] insulation,i.nclude,baffle.adjacent Does,Not '<to soffft•;and.;eave verts'that extends over insulation. �Not Observable 'Not Applicable 402,2.4 Attic access hatch,and400r R- R , complies. Requirement.w}Ir b e.met.. [FIB]' insulation >_R-value of the -ODoes Not adjacent assembly. pNot Observable Appli 402� 4.1.2 }:Blower door'test SO Pa. <=5 CiCH 30= AC1 5f3= Ucompfiescable 'Requ i�en:Fecit Wilk be met. iFI17]? ach in Climate Zones s 1-2,,and ODoes,Not <=3 ach in Climate Zones 3-8. Not Observable Not Applicable 403.3.3 ;Ducts are pressure tested to cfm/100 cfm/100 Ucomplies 4Requirement will be met. {F:l2i3i ;deterrnfneairdeakage with. ft� Et3 dDoes P&.c> either:Rough-fn test:Total 'leakage measured with a pNot Observable ;;pressure differential of 0.1 inch `OMot Applicable w.g.-across the system including the manufacturer's:airhandier enclosure:if installed at:time of test.Postconstruction test:'I:otat, leakage measured,with a :pressure differential of 0.1 inch w.g.:across the entire system 'including the:rnanufacturer'.s air handler enclosure. 403.3.4 ;Duct tightness test result of<=4' i cfm/100 cfm/I00 E Compl'ies "Requirement will be met. [F1411 cfrn/100'ft2 across the system or ftz ftz 'ElDoesMot' <_3 cfm/100+ft2 without air .handler @ 25: a.for rough-in DNoY Observable ;tests,verification may�needto CINot Applicable occur during Framing Inspection. 403.3.2.1 :.Air handier leakage designated $E]Compiles- :Requirement wiit.,be met. EFI2411 i by manufacturer at<=2%of Faoes ttfot' design airflow. Not Observable ' I�Not Applicable. 403 1 1 ,.,,'Programmable thermostats QComplies Requirement wilt be met. [Ff9l� fnstafledffor,control of�prtmary, LlDoes Not: heating and-coo}ing systems,and pNot Otrservabte initially set by manufacturer to 'code specifications. EflNot Applicable 403 12 Heat;pump•thermostat installed DComplies Requfrenaent:w}ll'°be met. (Fl]012 on heat pumps. E1:Does lat pNot'Oliservabte ' r ,QNbtApplrcable 403 5 1 Cirtulating.servtce`hot water OCona,p}ies Regvlrement will be met [F!°?112 system , automatic or Does Not accessible manual controls. �ry, j � 'QiXE11t�llhservalble �_ : Not Appli:eable I Higtr`lrnpact(Tier 1) $ 2 lvtedium impact l{fier 2 3-;how mpact(Ter 3j Project Title: 29825 i'main rd Report date: 02/22/22 Data filename: Page'st of10 Section 8�taeaseFec� -Fae9e1� `eraied'` # �mai Inspection iProvosions Complies �ComnnentslAssumptibns Value : Yalue 03 b 1„ .;Al}mecftanicalventilation system 1 Cacrrpti°es ,Requirement wttl+be meta [F125]z fans not part of tested an6 listed. QDI f-m-Mot- HVAC equipment meet efficacy and air-,, ow;'limlts,;per Table [Nat Observable R403.6.1. C7Not Applicable 403:2 Hot water boilers supplying heat ❑Complies Requirement will be met. [E]26 through-one-or,two-pipe freating L3L3oes ltFot ;systems have outdoor setback control to Power boiler water �1Nat Observable. temperature based on outdoor 1 151at A apl le temperature. 403:51 S ,Heated water circulation systems ocomplies Requirement will be met. F}28z crave a circulatfon pump.The = QDoes ivot system return.:pipe is.a dedicated return pipe or a cold water supply u QNot Observable pipe.Gravity and,therrnos- LNat:App}cable syphon circulation systems are not present.Controls forP, ' circulating.bot water:system pumps start the pump with signal far 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 derrmandrfor hot water exists. 443,5 12 $Electric heat trace.systems' QComplies :Requirernentwilt'be�.met. $1929�z cornp9y with IEEE 515.1 or UL 1 I3aes I at 515.Co:ntrols•-automatically adjust<the energy input.tothe Not Observable heat tracing to maintain theiVot Applicable I desiredrater temperature.in,the piping.. . 443 y5 2 t3emand recirculation water CiCoiplies. Requirement will be.met. JF1301z systems.!have,controls.that ;CfDoes Not manage.operation of:the-.pump and limit the temperature of the (]NOt'Observable ;=water entering,the cold water ONot Applicable piping to,<=1049F. - �443`.5�i ;Drain water heat recovery units G4Compiies, Requirement will be met. IF131]z tested-rn accordance wifih CSA 013oes`Not t B55:1.Potable water--side pressure loss of drain water heat QNat Observable recovery.units.< 3,psis for C Not Applicable individual units connected to,one nor two showers.Potab}e water- { slde;pressuredossof..drain wafer heat recovery units<2.psi for a ,;individual urnts connected to ' hree ormore-showers. - - 404.1 90%or more.of ermanent: ElComplies, Regpirement.will.be.met.. [Fi6]i :fixtures have high efficacy lamps. <j�Does Not pNot Observable Not Applicable 444 iA Fuel gas systems have ocompiies ;Requirement will'be met. 712313 ,no continuous pilot light. QD.oes,Not f j t I .I ���: f t Not Observable, ` a�l�lot Applica'ble 441`3 Compliance certificate posted. uirement will be met. XFly`(z _ <r �floes'tVot i Not Observable Not Applicable Vl High""impact(Tier 1) 2 'Mediitm°impact(bier 2) l 3. Lpw Impact(der-3) Project Title: 29825 main rdI Report date: 02/22/22 Data filename: Page 9 of 10 section Ptews VerIfled Field:VercFed # Finat Inspection Provisions Comphesa CommentslAssumptions &:Req Value Value 303.:3 °Manufacturer manuals forlComplies Requirement will be met. mechanical and water.he DD.ges.Not systems have been provided. Not Observable QNot Applicable Additional Comments/Assumptions: 1; Fligh Jmr pact c(s ier fi,) 2. Mediurn,l ropact<(�er 2$ 3 Iow°.impact der 3)' Project Title: 29825 main rd Report date: 02/22/22 Data filename: Page Id of10 _: CEnergy! Above-Grade Wait t8.0f� Below-Grade Wail 0.00 floor 30.00 Ceiling Moof 35:00 Ductw.ork.(unconditioned spaces': Glass & e . . Window 0.30 0.30 Door 0.40'' 0.30' . . Heatipg System, Coollnu.Svstem• Water#➢eater• 'Name- 'Date:, Comments Generated by REScheck-Web Software Compliance Certificate Project 29825 main rd Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,940 ft2 Glazing Area 12% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 29825 main road evan yerasimou robert higgins cutchogue, new york robert higgins architect 50 hidden acres path wading river, NY 11792 Compliance: Passes using UA trade-off Compliance: 1.7%Better Than Code Maximum UA: 288 Your UA: 283 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: Flat Ceiling or Scissor Truss 1,000 38.0 0.0 0.030 0.026 30 26 Wall:Wood Frame, 16"o.c. 1,890 15.0 3.0 0.061 0.060 96 94 Door:Solid Door(under 50%glazing) 60 0.400 0.320 24 19 Door 1:Glass Door(over 50%glazing) 40 0.300 0.320 12 13 SHGC: 0.30 Window:Wood Frame 220 0.300 0.320 66 70 SHGC: 0.30 Wall 2:Wood Frame, 16"o.c. 240 15.0 0.0 0.077 0.060 17 13 Door 2: Solid Door(under 50%glazing) 18 0.250 0.320 5 6 Floor:All-Wood Joist/Truss 1,000 30.0 0.0 0.033 0.047 33 47 Project Title: 29825 main rd Report date: 03/07/22 Data filename: Page 1 of10 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. robert higgins architect �6 �� 3/72022 Name-Title Signature Date Project Title: 29825 main rd Report date: 03/07/22 Data filename: Page 2 of10 �I7524 Generated by REScheck-Web Software Compliance Certificate MAR 06 2023 �GM00" OUi7-OLD ` Project 29825 Main Road Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,787 ft2 Glazing Area 12% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 29825 Main Road 29825 Main Road Robert Higgins Cutchogue, New York 11935 Cutchogue, New York 11935 50 Hidden Acres Path Wading River, New York 11792 631-208-3351 RArchibob@aol.com • • • UA tr ad- Compliance: 5.0%Better Than Code Maximum UA: 319 Your UA: 303 Maximum SHGC: 0.40 Your SHGC: 0.31 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 Hot Roof: Cathedral Ceiling 1,205 30.0 0.0 0.034 0.026 41 31 AGW Main: Wood Frame, 16"D.C. 1,927 20.0 0.0 0.059 0.060 97 99 Front Door: Solid Door(under 50%glazing) 31 0.300 0.320 9 10 Windows:Vinyl Frame 250 0.300 0.320 75 80 SHGC: 0.31 AGW Garage:Wood Frame, 16"o.c. '248 20.0 0.0 0.059 0.060 14 14 Garage Door: Solid Door(under 50%glazing) 18 0.200 0.320 4 6 Above Garage:All-Wood joist/Truss 219 30.0 0.0 0.033 0.047 7 10 Basement Wall: Solid Concrete or Masonry Wall height: 8.0' Depth below grade: 6.8' 1,040 0.0 14.0 0.049 0.059 50 60 Insulation depth: 8.0' Basement Door: Solid Door(under 50%glazing) 20 0.200 0.320 4 6 Basement Windows:Vinyl Frame 8 0.300 0.320 2 3 SHGC: 0.31 Project Title: 29825 Main Road Report date: 02/14/23 Data filename: Page 1 of 10 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Gerson Rubio, P.E. 2/14/2023 Name-Title Signature Date Project Title: 29825 Main Road Report date: 02/14/23 Data filename: Page 2 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 Plans Verified Field,Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, ;Construction drawings and ❑Complies Requirement will be met. 103.2documentation demonstrate ❑Does Not [PRl]1 energy code compliance for the building envelope.Thermal ❑Not Observable envelope represented on e; ❑Not Applicable construction documents. ! 103.1, :Construction drawings and i ❑Complies ;Requirement will be met. 103.2, documentation demonstrate ❑Does Not 403.7 :energy code compliance for [PR311 ;lighting and mechanical systems. ❑Not Observable 'Systems serving multiple t ❑Not Applicable j dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302.1, i Heating and cooling equipment is Heating: Heating: ;❑Complies Requirement will be met. 403.7 Jsized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not {PR2]1 Ion loads calculated per ACCA Cooling: Cooling: j❑Not Observable Manual J or other methods Btu/hr Btu/hr ❑Not Applicable approved by the code official. pP 1} Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 13, 1 Low Impact(Tier 3) Project Title: 29825 Main Road Report date: 02/14/23 Data filename: Page 3 of10 Section Plans Verified Field Verified Foundation Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1 Conditioned basement wall R- R- ;❑Complies ;See the Envelope Assemblies [FO4]1 ;insulation R-value.Where interior; R_ R_ El Not table for values. insulation is used,verification ❑Not Observable may need to occur during Insulation Inspection. Not ❑Not Applicable required in warm-humid locations I in Climate Zone 3. 303.2 ;Conditioned basement wall ❑Complies 'Requirement will be met. [FO5]1 insulation installed per ❑Does Not :manufacturer's instructions. p ❑Not Observable ❑Not Applicable j 402.2.9 ;Conditioned basement wall ft ft ;❑Complies ,See the Envelope Assemblies [FO611 insulation depth of burial or ❑Does Not ;table for values. j distance from top of wall. ❑Not Observable UNot Applicable 303.2.1 A protective covering is installed I ❑Complies ;Requirement will be met. [FO1112 !to protect exposed exterior ❑Does Not insulation and extends a minimum of 6 in. below grade. ❑Not Observable [ ❑Not Applicable 403.9 Snow-and ice-melting system t ❑Complies Requirement will be met. [FO12]2 !controls installed. ❑Does Not ❑Not Observable - ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 29825 Main Road Report date: 02/14/23 Data filename: Page 4,of10 Section • plans Verified Field Verified # Framing-/Rough-In Inspection Complies? Comments/Assumptions Req.ID,'. Value Value 402.1.1, Door U-factor.r U- U- ;❑Complies ;See the Envelope Assemblies 402.3.4 :❑Does Not ;table for values. [FRI]1 ❑Not Observable ;❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.1, 1 average). T❑Does Not ;table for values. 402.3.3, 402.5 ;[--]Not Observable [FR2]1 ❑Not Applicable 303.1.3 U factors of fenestration products ❑Complies :Requirement will be met. [FR4]1 :are determined in accordance ❑Does Not with the NFRC test procedure or ;taken from the default table. ❑Not Observable ❑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. ❑Not Observable � ~ ❑Not Applicable 402.4.3 ;Fenestration that is not site built ' ❑Complies Requirement will be met. [FR20]1 :is listed and labeled as meeting ❑Does Not :AAMA/WDMA/CSA 101/I.S.2/A440 ;or has infiltration rates per NFRC ❑Not Observable 1400 that do not exceed code ' ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures; ❑Complies ;Requirement will be met. [FR1612 . - sealed at housing/interior finish ❑Does Not land labeled to indicate<_2.0 cfm leakage at 75 Pa. [-]Not Observable ❑Not Applicable ; 403.3.1 !Supply and return ducts in attics ❑Complies ;Requirement will be met. [FR12]1 :insulated >= R-8 where duct is ❑Does Not >=3 inches in diameter and >= R-6 where< 3 inches.Supply and i, '- ❑Not Observable return ducts in other portions of ❑Not Applicable :the building insulated>= R-6 for diameter>= 3 inches and R-4.2 ;for< 3 inches in diameter. 403.3.2 Ducts, air handlers and filter ❑Complies !Requirement will be met. [FR1311 ;boxes are sealed with 0, ❑Does Not ;joints/seams compliant with International Mechanical Code or ❑Not Observable ;International Residential Code,as ❑Not Applicable j applicable. 403.3.5 Building cavities are not used as ❑Complies Requirement will be met. [FR15]3 ' iducts or plenums. ❑Does Not t" ❑Not Observable ❑Not Applicable 403'.4 HVAC piping conveying fluids R- R- ;❑Complies ;Requirement will be met. [FR17]2 above 105°F or chilled fluids j❑Does Not below 55°F are insulated to;?:R- 3. ;❑Not Observable ❑Not Applicable 403.4.1 :Protection of insulation on HVAC ❑Complies ;Requirement will be met. [FR2411 piping. ❑Does Not ❑Not Observable ❑Not Applicable 403.5:3' .fi Hot water pipes are insulated to R- ; R- ;❑Complies Requirement will be met. [FR18]2' 3>_R-3: ; ; ❑Does Not ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2, Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 29825 Main Road Report date: 02/14/23 Data filename: Page 5 of10 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 403.6 Automatic or gravity dampers are( ❑Complies :Requirement will be met. [FR19]2 installed on all outdoor air f ❑Does Not intakes and exhausts. [-]Not Observable 3 #❑Not Applicable j Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 29825 Main Road Report date: 02/14/23 Data filename: Page 6;of10 Section Plans Verified Field Verified # Insulation Inspecti"on Value Value Complies? Comments/Assumptions & Req.ID 303.1 All installed insulation 1is labeled ❑Complies ;Requirement will be met. [IN13]2 or the installed R-values ❑Does Not provided. ❑Not Observable I ❑Not Applicable 402.1.1, ;Floor insulation R-value. Rm R- ❑Complies ;See the Envelope Assemblies 402.2.E ;❑ Wood ;❑ Wood ;❑Does Not ;table for values. [ 1]1 ❑ Steel ;❑ Steel ;❑Not Observable ❑Not Applicable 303.2, Floor insulation installed per ❑Complies ;Requirement will be met. 402.2.8 manufacturer's instructions and ❑Does Not [IN2]1 :in substantial contact with the underside of the subfloor, or floor ❑Not Observable framing cavity insulation is in E ❑Not Applicable contact with the top side of sheathing,or continuous insulation is installed on the underside of floor framing and extends from the bottom to the :top of all perimeter floor framing members. 402.1.1, I Wall insulation R-value. If this is a;, R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood j❑ Wood iElDoes Not table for values. 402.2.E wall insulation on the wall ❑ Mass ❑ Mass ;❑Not Observable [IN3]1 exterior,the exterior insulation ❑ Steel ❑ Steel ❑Not Applicable j !requirement applies(FR10). PP ; 303.2 :Wall insulation is installed per ❑Complies Requirement will be met. [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 29825 Main Road Report date: 02/14/23 Data filename: Page 7 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req:ID 402.1.1, ;Ceiling insulation R value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ;❑ Wood ;❑ Wood ❑Does Not table for values. 402.2.2, j ❑ Steel 1❑ Steel :[-]Not Observable 402.2.6 [FI1]1 ;❑Not Applicable 303.1.1.1, Ceiling insulation installed per t ❑Complies :Requirement will be met. 303.2 manufacturer's instructions. [ ❑Does Not [FI2]1 Blown insulation marked every , 300 ft2. ❑Not Observable ❑Not Applicable j 402.2.3 JVented attics with air permeable ❑Complies ;Exception: Requirement is [FI22]2 insulation include baffle adjacent ❑Does Not ;not applicable. to soffit and eave vents that I extends over insulation. ❑Not Observable I []Not Applicable 402.2.4 ;Attic access hatch and door R- R- ;❑Complies ;Requirement will be met. [FI3]1 insulation >_R-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50= ACH 50 ❑Complies !Requirement will be met. [FI17]1 �ach in Climate Zones 1-2, and ;❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable I I I I ❑Not Applicable 403.3.3 ;Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies :Requirement will be met. (FI27]1 determine air leakage with ft2 ft2 ❑Does Not either: Rough-in test:Total leakage measured with a ;❑Not Observable pressure differential of 0.1 inch ❑Not Applicable w.g. across the system including I I ,:the manufacturer's air handler enclosure if installed at time of ,test. Postconstruction test:Total I leakage measured with a pressure differential of 0.1 inch �w.g. across the entire system including the manufacturer's air handler enclosure. 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ;❑Complies Requirement will be met. [F[4]1 :cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ;[_]Not Observable tests,verification may need to ❑Not Applicable occur during Framing Inspection. 403.3.2.1 IAir handler leakage designated JOComplies Requirement will be met. [FI24]1 by manufacturer at<=2%of I ❑Does Not design air flow. ❑Not Observable ❑Not Applicable 403.1.1 ;Programmable thermostats ❑Complies Requirement will be met. [F[9]2 !installed for control of primary f ❑Does Not heating and cooling systems and initially set by manufacturer to []Not Observable 1 code specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies :Requirement will be met. [FI10]2 ,on heat pumps. ❑Does Not ❑Not Observable i 1❑Not Applicable 403.5.1 -f Circulating service hot water i ❑Complies Requirement will be met. [FI11]2 isystems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 29825 Main Road Report date: 02/14/23 Data filename: Page 8:of10 section Plans Verified_ Field- Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6.1 All mechanical ventilation system ❑Complies Requirement will be met. [FI25]2 1fans not part of tested and listed I ❑Does Not HVAC equipment meet efficacy and airflow limits per Table [-]Not Observable R403.6.1. ❑Not Applicable 403.2 {Hot water boilers supplying heat ❑Complies Requirement will be met. [FI26]2through one-or two-pipe heating ❑Does Not I systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable I temperature. 403.5.1.1 Heated water circulation systems ❑Complies Exception: Requirement is [F&J? have a circulation pump.The ❑Does Not not applicable. system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable j i pipe. Gravity and thermos ❑Not Applicable 'syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal 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 i i no demand for hot water exists. 403.5.1.2 Electric heat trace systems ❑Complies ;Exception: Requirement is [FI29]2 comply with IEEE 515.1 or UL ❑Does Not :not applicable. 1515.Controls automatically adjust the energy input to the ❑Not Observable j 3 heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. 403.5.2 Demand recirculation water I ;❑Complies ;Exception: Requirement is [F130]2 systems have controls that ❑Does Not not applicable. manage operation of the pump pp and limit the temperature of the I ❑Not Observable water entering the cold'water I ❑Not Applicable piping to<= 1049F. 403.5.4 ;Drain water heat recovery units I ❑Complies Requirement will be met. [FI31]2 t'tested in accordance with CSA ❑Does Not j B55.1. Potable water-side pressure loss of drain water heat ( ❑Not Observable recovery units< 3 psi for ❑Not Applicable j individual units connected to one I j or two showers. Potable water- a Iside pressure loss of drain water heat recovery units< 2 psi for I Iindividual units connected to three or more showers. 404.1 ;90%or more of permanent P S❑Complies ;Requirement will be met. [F1611 fixtures have high efficacy lamps.± ❑Does Not ❑Not Observable ❑Not Applicable 404.1.1 'Fuel gas li pilot light. ❑Do Not htisystems have mp :Requirement will be met. no IONot Observable �. J❑Not Applicable j 401.3 #Compliance certificate posted. ❑Complies Requirement will be met. [FI7]2 I []Does Not 3 + }❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 29825 Main Road Report date: 02/14/23 Data filename: Page 9;of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req:ID 303.3 ,Manufacturer manuals for ❑Complies ;Requirement will be met. [FI18]3 i mechanical and water heating ❑Does Not ;systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 29825 Main Road Report date: 02/14/23 Data filename: Page 10 of10 2018 IECC Energy Efficiency Certificate Insulation,Rating R-Value Above-Grade Wall 20.00 Below-Grade Wall 14.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork(unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.30 0.31 Door 0.30 CoolingHeating, & Heating System: Cooling System: Water Heater: Name: Date: Comments `or . OCCUPANCY OR APPROVED AS NO7' .D USE IS UNLAWFUL DATE: 3= B.P.# WITHOUT CERTIFICATE rEE- 7 29• d BY:, OF OCCUPANCY 10TIFY BUILDING DEPARTMENT AT 65-1802 8 AM TO 4 PM FOR THE OLLOWING INSPECTIONS: . FOUNDATION TWO REQUIRED FOR POURED CONCRETE z. ROUGH - FRAMING & PLUMBING a, INSULATION `COMPLY WITH.ALL CODES OF ;NEW YORE,STATE & TOWN CODES 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O.' 14S.REQUTAED-AND"CONDITIONS OF ALL CONSTRUCTION SHALL MEET THE SOUTHOLD TOWN ZBA REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR SOUTHOLD TOWN PLANNING BOARD DESIGN OR ,CONSTRUCTION ERRORS. ._SOUTHOLD TOWN TRUSTEES N.Y.S.DEC Fire separation required as per . N"Code TRUSS PLACARDING REQUIRED Al exterior lighting DO NOT PROCEED-WITH' Installed, replaced or FRAMING UNTIL SURVEY Vepaired shall conform.OF FOUNDATION LOCATION to Chapter 17? HAS BEEN ApPROVFD Of the Town Cod(,- RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. Blower door PLUMBER CERTIFICATIols and ductwork ON LEAD CONTENT BEFOR: CERTIFICATE OF OCCUPAN,;' testing required. SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2/10 0 F 1 Must provide Manua:._ D,J and S as per NYS Energy Code PLUMBING ALL PLUMBING WASTE &�xATER LINES NEED TESTING BEFGRr C0`i't.="' i GENERAL CONSTRUCTION MOTES 14a. Draftstoppping material R302.12 shall be as follows: TABLE P3201.7 TRAP SIZES F(OR PLUMING FIXTURES In combustible construction where there is usable space both above and below the concealed space MIN. UNIFORMLY DISTRIBUTED LOADS FASTENING SCHEDULE 1. All construction shall conform to the 2020 Residential Code NEW YORK STATE. of a floor-ceiling assembly, draftstops shall be installed so that the area of the concealed space does PLUMBING FIXTURE TRAP SIZE as adopted by New York State May 12, 2020, not exceed 1,000 square feet. Draftstopping shall the concealed space into approximately USE LIVE DEAD BASED ON TABLE R602.3(1) NAILING SCHEDULE Additional Code Compliance: equal areas.. Draftstopping shall be provided in the following locations: MINIMUM LOAD LOAD 2020 Energy Conservation Construction Code of New'York State, the 1. Ceiling is suspended under floor framing. inches Uninhabitable attics without storage 10 NUMBER AND TYP SPACINGAND 2020 Building Code of New York State; Plumbing code,; Fire code; Mechanical code; 2. Floor framing is constructed of truss-type open-web or perforated members. DESCRIPTION OF FASTENER LOCATION Fuel gas code; Existing building code; Property maintenance code. Bathtub (With Or Without shower hlead Uninhabitable attics with limited storage 20 10 ALL CODES shall supercede the drawings and shall be incorporated into the 15. No backfill shall be placed against the foundation walls and/Or whirlpool attachments) 1-1/2 Habitable attics&attics served with fixed stair 30 10 ITEM ROOF FRAMING drawings WHETHER they are indicated on the Plans cor NOT. until the first floor framing is in place or brace the foundation Bidet 1-14 Balconies(exterior)and decks 40 10 1 4-8d BOX (2-1/2^)OR Additions,Alterations&Renovations: shall conform wiith Appendix J 16. Double joists under parallel partitions and under whirlpool tubs. Clothes Washer standpipe 2 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON EACH RAFTER,TOE NAIL Double around openings in floor and roof framing. Dishwasher on separate trap) 1-1 2 Fire escapes 2. Written Dimensions take precedence over scaled dimensions \ Floor drain 2 40 20 2 CEILING JOISTS TO TOP PLATE 4-8d BOX (2-1/2^)OR 3-8d COMMON EACH JOIST,TOE NAIL Guards and Handrails 200 CEILING JOISTS NOT ATTACHED TO PARALLEL 4-10d BOX (3")OR 17. ,\Metal flashing shall be installed were concrete abuts wood, Kitchen sink (one or two traps, Wllth Or 3 RAFTER LAPS OVER PARTITION TABLE R802.5.2 3-16d COMMON(3-1/2") FACE NAIL 3. The contractor prior to the start of construction shall verify all and were decks abut house framing. Guard in-fill components 50 CEILING JOISTS ATTACHED TO PARALLEL. dimensions, existing or new and be responsible for field fit. Without dishwasher and food Wasite disposer) 1-1/2 4 RAFTER HEEL JOINT SEE TABLE R802.5.2 FACE NAIL 18. Install joist hangers at all flush structural load bearing conditions. Laundry tub (One Or more COmpalrtmentS) - passenger vehicle garages 50 5 COLLARTIES 4-10d BOX (3") OR 4. The mechanical systems, electrical systems, plumbing systems and solar energy systems, OR 1-1/4"X 20 a RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER shall be installed in accordance under latest State approved Building Codes. 19, All habitable rooms shall be provided with aggregate glazing area of not less 8 percent of the Lavatory 1-1/4 Rooms other than sleeping rooms 40 10 6 RAFTER TO TOP PLATE All systems are to be designed, installed, &specified by the general contractors; HVAC, t room,and the minimum o enable area to the outdoors shall be 4 percent of Shower based on the total flow mate through 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND floor area of that p p ( g Sleeping rooms 30 10 � 4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE electrical or plumbing sub-contractors. the floor area being ventilated. Refer to Residential Code section R303 showerheads and bodysprays) OF EACH RAFTER OR TRUSS W Electrical certificates are to be provided the electrical contractor. Stairs 40 20 7 20. All window and door headers to be 2-2x10 unless noted otherwise. FLOW rate: 4-16d OR TOE NAIL Roof ROOF RAFTERS TO RIDGE,VALLEY OR MP 4-16d COMMON 5. All New Footings shall bear on Virgin, undisturbed soul with an assumed bearing capacity 5.7 gpm and less 1-1/2 20 20 z of 2000 pounds per square Foot. All Footings shall bie 36"below grade Minimum. It shall 21. Vent dryers to exterior as per Section M1502 More than 5.7 gpm up to 12.3 gprm 2 3-16d BOX OR 2 16d COMMON END NAIL W be the responsibility of the general contractor to verify the depth of all existing footings Vent range hoods as per Section M1503 disturbed by construction. Bathrooms/mechanical ventilation as per Section M1507 More than 12.3 gpm up to 25.8 gpm 3 ALLOWABLE DEFELECTION OF ALLOWABLE WALL FRAMING 0 More than 25.8 gpm up to 55.6 g1pm 4 STRUCTURAL MEMBERS DEFLECTION _ 16d COMMON TABLE R401.4.1 subscript b:Where the building official determines that in-place soils 22, Smoke Alarms: Shall be listed in accordance with UL 217, installed as per the Section 314 Rafters having slopes greater than 3/12 with 8 STUD TO STUD(NOT AT BRACED WALL PANELS) (3.5"x 0.162") 24"O.C.FACE NAIL with an allowable bearing capacity of less than 1,500, psf are likely to be present at the site, and NFPA 72.Shall be provided in each sleeping Room, outside of each separate sleeping no finished ceiling attached to rafters L/180 STUD TO STUD AND ABUTTING STUDSKF 16d Box W the allowable bearingcapacity shall be determined b� a soils investigation. 9 1s"D.C. FACE NAIL N p y ,y g area in the immediate vicinity of the bedroom and on each story of the dwelling, including INTERSECTING WALL CORNERS AT BP4CED WALL PANELS (3-1/2"x 0.162" I.L basement and cellars and not less than 3 feet from the bathroom door containing a Interior walls and partitions H/i8o 10 BUILT-UP HEADER 16d COMMON 6. Cast-in-place concrete shall be air entrained; 5% < 70%total air content b volume and have 16"O.C. FACE NAIL ALONG EDGES p y bathtub or shower. Alarms shall be interconnected and hardwired to a commercial source. Floors (3-1/z"x o.16z") W an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, WHENEVER an alteration, addition,or conversion is made to an Existing Residence, TABLE R302.6 L1360 5-8d BOX 2 1/2"x0.113" �/ g 11 CONTINUOUS HEADER TO STUD OR 4-8d COMMON ) TOE NAIL ry r I1 garage slabs and steps shall be 3500 psi. All work shall be in accordance with chapter 4. the smoke detection system of the ENTIRE residence must be brought up to code, DWELLING-GARAGE SEPARATION All other structural memebers L/240 All Concrete shall conform to the latest ACI standards. hardwired and interconnected. SEPARATION MATERIAL Exterior walls with stucco finish H/360 12 TOP PLATE TO TOP PLATE 16d BOX(3-112"x 0.162) 16"O.C.FACE NAIL Q Q 0) nN/ R404.1.3.2; Reinforcement for Foundation Walls: Steel reinforcement shall comply with 23. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 8-16d COMMON 3-1Q" ~ 0. O Exterior walls-wind loads/brittle finishes ( ) FACE NAIL ON EACH SIDE OF END the requirements of ASTM A 615,A 706 or A 996. of the 2020 fire code of NY. Shall be Installed outside of each separate sleeping area FROM THE RESIDENCE AND ATTICS NOT LESS THAN 1/2"-INCH GYPSUM OR L/240 13 DOUBLE TOP PLATE SPLICE OR 12-16d BOX(3-112") JOIST(MIN 24"LAP SPLICE LENGTH ¢ -r- z Minimum field strength of reinforcing steel shall be: 4 0,0000 psi rode 40 , EQUIVALENT TO THE GARAGE SIDE EACH SIDE OF END JOINT) () y g 9 P (9 ) in the immediate vicinity of the bedrooms. combination carbon monoxide Exterior walls-wind loads/flexible finishes NOT LESS THAN 5l8"-INCH TYPE X GYPSUM L/140 BOTTOM PLATE TO JOIST,RIM JOIST,&'+ND JOIST 16d COMMON (3-112")OR 16"O.C. FACE NAIL O -1--r required reinforcement shall be: in accordance with Table R404.1.2(1)thru and smoke alarms shall be permitted in lieu of carbon monoxide alarms. FROM HABITABLE ROOMS ABOVE THE GARAGE 14 � R404.1.2(9). BOARD L=span length,H=span height OR BLOCKING(NOT AT BRACED WALL( 16 BOX(3-1/2") 12"O.C. FACE NAIL All CO alarms sha!I be connected to the lighting circuit with no intervening wall STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIES 15 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C.FACE NAIL Q v O Location of Reinforcement:The center of vertical reiniforcement in basement walls shall be switch with battery backup. Battery-powered alarms are not allowed. USED FOR SEPARATION REQUIRED BY IRC-R302.6 NOT LESS THAN 1/2"-INCH GYPSUM BOARD OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 16"O.C.FACE NAIL located at the centerline of the wall determined from tables R404.1.2(1)through R404.1.2(9). TABLE R802.5.23-16d BOX L, Vertical reinforcement in basement walls shall be locaated 24. WALL BRACING: Buildings shall be braced in accordance with GARAGE LOCATED LESS THAN 3 FEET FROM A NOT LESS THAN 1/2"INCH GYPSUM BOARD RAFTER/CEILING JOIST HEEL CONNECTION 16 TOP OR BOTTOM PLATE To STUD 2-16d COMMON END NAIL 0 C to provide a maximum cover of 1-1/4 inches from the:inside face. section R602.10.42 Continuous sheathing method. DWELLING UNIT ON THE SAME LOT APPLIED TOTfHE INTERIOR SIDE OF W W ,� O End conditions for braced wall lines for the continuous sheathing shall conform EXTERIOR VA\LLS THAT ARE WITHIN THIS AREA RAFTER RAFTER GROUND SNOW:20 PSF /� 7 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 3-10d BOX FACE NAIL N J R404.1.3.2; Concrete basement foundations shall have horizontal reinforcement as follows: to Figure R602.10.7. Braced wall panel connections SLOPE SPACING 2-16d COMMON Based on Table R404.1.2(1)- (includes basement entrances and window wells) shall comply wit'(nailing schedule and Figures R602.10.8(1)& R603.10.8(2) OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 ATTACHMENT OF GYPSUM BOARD ROOF SPAN 18 V BRACE TO EACH STUD AND PLATE 3-8d BOX FACE NAIL O O E - Less than 8 foot Wall Height: One#4 bar within 12 imches of the top of SHALL COMPLY WITH TABLE R702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING. 2-8d COMMON LL wall and One#4 bar near mid-height of wall. 25. WIND DESIGN:shall be as per R301.2.1 A continuous load path shall be 12 FT 20 FT 28 FT 36 FT C:Greater than 8 foot Wall Height: One#4 bar within 12 inches of the top of provided to transmit the applicable uplift forces in section R80211.1 from the RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS FLOOR FRAMING O N wall and One#4 bar near the third points in the wall story. roof assembly to the foundation. SHALL MEET ASTM El 19 AND FIRE STOPPING PER ASTM E814 OR UL 1479 NUMBER OF 16D COMMON NAILS 0. 7. Base design value for visual) Traded dimensional lurmber: Joists, studs Rafters and All 21 JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST 4-Ed BOX ^ � N _Q g y S 26. Asphalt Shingles: Shall comply with ASTM D 3462. Wind resistance of 3: 12 16"O.C. 5 8 10 13 3-8d COMMON PER JOIST-TOE NAIL L.L Framinglumber shall be DOUG-Fir Larch#2 or betterr,E= 1,600,000 asphalt shingles shall be tested in accordance with ASTM D 7158 and classified RIM JOIST,BAND JOIST IO BLOCKING O SILL OR TOP 8d COMMON P g 4: 12 16"O.C. 4 6 8 10 22 PLATE(ROOF APPLICATIONS ALSO) 10d BOX 6"O.C.TOE NAIL Min. Fb for dimensional lumber= 850 psi. as per Table R9052.4.1 of the NYS Residential Code. TABLE R301.2.1.2 Windborne Debris protection Wood exposed to the weather shall be Pressure Treaited Yellow Southern Pine#2 or better, Fasteners for asphalt shingles shall be galvanized or stainless steel, aluminum or Fastening Schedule for wood structural panels 5: 12 16"O.C. 3 5 6 8 23 BLOCKING TO JOIST 2-1Dd BOX EACH ENDc)Including but no limited to: Deck Framing, Posts, Headers, Girders&Ledgers. copper roofing nails, minimum 12 gage shank with a minimum- 2-8d COMMON •- 3/8"inch diameter head. The fasteners shall penetrate through the roof sheathing 7: 12 16"O.C. 3 4 5 6 °' 8. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: and comply with ASTM F 1667. Minimum number of fasteners as per manufacturer Fastener Panel Span Panel Span Panel Span 4-16d BOX o a. All Fasteners shall be Hot Dipped Galvanized-ASTM A 153 class D Type Less than or less than or less than or 24 BLOCKING TO SILL OR TOP PLATE TOE NAIL rn - ° cc M o `m 3-16d COMMON w,c � E cc ° .c pp but not less than 4 per strip. 9: 12 16 O.C. 3 4 4 5 a u rn o r-0 ,vc ,°o equal to 4 feet equal to 6 feet equal to 8 feet 3-16d COMMON � = � C a or stainless steel. 25 2" PLANKS(PLANK&BEAM FLOOR&ROOF) AT EACH BEARING,FACE NAIL u- z m o b.) Use Copper flashing Only against ACQ Lumber;Sill Plates 27. Flame Spread Index: R302.9 12: 12 16"O.C. 3 3 4 4 4-10d BOX -E Z 8 M m 3 s o= o c.) All Structural connectors i.e.Simpson strong-Tie or USP, etc wall and ceiling finishes shall have a flame spread index:5 200 No 8 Wood screw E U -O = _" o = shall be Hot-Dipped Galvanized or Stainless Steel. Insulation material,vapor retarders within roof, floor,wall, ceiling assemblies based anchor with 16 inches 10 inches 8 inches 26 BAND OR RIM JOIST TO JOIST 4-10d BOX PER JOIST �'o.s -a °w � 0 o° PP P 9 THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE 3-16d COMMON a °Y m 2 m M Y &attics shall ha;,a flame spread index<_25 2 inch embedment on center on center on center BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS 9. All Engineered Wood Products such as"Trus Joists, (Micro-Lam, etc"shall be h o n" o lenght 'u.N c ° � � � ° c3 LOCATED HIGHER IN THE ATTIC THE HEEL JOINT 27 BUILT-UP GIRDERS AND BEAMS 10d BOX 24"O.C.FACE NAIL OPPOSITE SIT &IDESBOTTOM a 0 _.° installed in accordance with the manufacturers latest installation details, Smoke-developed Index: R302.10 CONNECTION SHALL BE INCREASED AS FOLLOWS: STAGGERED ON OPPOSITE SIDES o 0 o M o - a 2 L 2- Framingconnectors,Allowable Hole diagrams, specifications, etc. wall and ceiling fi,ishes having a smoke-developed index 5 450 c a. a'C: - N '. 9 No 10 Wood screw 28 LEDGER STRIP SUPPORTING JOISTS�R RAFTERS 4-16d BOX M M•�•�ca Coc m •° `o E "Micro-Lam"Design Stress: E= 1.9, Flb = 2,600 psi, Fv= 285 psi Insulation mates),vapor retarders within roof, floor,wall, ceiling assemblies 9 inches H C/ H r HEEL JOINTAJDUSTMENT FACTOR 3-16d COMMON EACH JOIST OR RAFTER.,FACE NAIL U c o U m o o c o "Parallam PSL" Design Stress: E =2.0, Fb =2,900 psi, Fv= 29D psi &attics shall have a smoke-developed index:5 450 tested with ASTM E 84 or UL 723 based anchor with 16 inches 12 inches "Anthony Power Beams Design Stress; E=2.1, Fbn=3000 psi, Fv= 300 psi 2 inch embedment on center on center on center 29 BRIDGING OR BLOCKING TO JOIST 2-10d BOX(3") OR =� ° o S� °' M E ` L)c o len ht 1 / 3 1.5 2-8d COMMON(2-1/2P') EACH END, TOENAIL M.N.N m r cl, = c o c 28. SWIMMING POOLS. Shall conform to Section R326 g z = ¢ N = o = ° 10. R310.2 EMERGENCY ESCAPE AND RESCUE: Recquired in BASEMENTS, 1 / 4 1.33 !^.SOD STRUCTURAL PANELS,SUBFLOOR, a� c a E m m o M a M E each sleeping rooms in basement, habitable attics, and every sleeping room 29. SOLAR READY SWELLINGS: Shall conform to Section R324, including but not limited to: 1 / 5 1.25 ROOF; ' INTERIOR WALL SHEATHING TO FRAMING AND 8 M° M' I-- M E a`o a shall have at least ONE operable emergency escapee opening as follows: Solar ready roof nine area of not less than 300 sq.ft.Access and pathways, roof access points, a.This table is based on 180 ultimate design wind speed and a 45-foot rmean roof height. 1 / 6 1.20 PAR FICLE BOARD WALL SHEATHING TO FRAMING Sill height of not more than 44 inches above finishedl floor. ground access arras. panels shall not be located less than 18"from a valley SPACING OF FASTENERS A. Minimum net clear opening of 5.7 square feet. b.Fasteners shall be installed at opposing ends of the wood structural paanel. DESCRIPTION N NUMBER AND TYP z Except grade floor openings shall have a minimurm net clear A permanent certificate indicating the"solar-read zone"and other requirements of Fasteners shall be located a minimum of 1 inch from the edge of the rnel. BUILDDNG ELEMENTS OF FASTENER INTERMEDIATE ROOF SHEATHING O P g p g;- p g y q g pa PANEL EDGES opening of 5 square feet. this section shall be posted near the electrical panel or water heater by the builder. TABLE 802.11 -.-. SUPPORTS GABLE END WALL FRAMING W � _ B. Minimum net clear opening height shall be 24 inches. c.Anchors shall penetrate through the exterior wall covering with an elnb)edment length of RAFTER UPLIFT CONNECTION FROM WIND 6d COMMON(SUBFLOOR,WALL) (n - not less than 2 inches into the building frame. Fasteners shall be locatedi not less than 30 3/8"- 1/2" M COMMON(ROOF) 6" SEE NOTE A 6 V C C. Minimum net clear opening width shall be 20". The main electrical panel shall have reserved space for a dual pole circuit breaker g W 0 W D. emergency escape and rescue openings shall be operational for future solar electric installation and labeled"for future solar electric". 2-112 inches from the edge of concret block or concrete. RAFTER ROOF EXPOSURE C J � SPACING SPAN 31 19/32"- I" 8d COMMON 6" SEE NOTE A 6"' � Z Z J C)_ > from the inside of the room without use of keys orr tools. d.Where screws are attached to masonry or masonry/stucco,they shall The attached ULTIMATE WIND SPEED C) J z Q � Iq WHERE Basement contain more than one or more slleeping rooms, 30. EXTERIOR DECKS: Exterior wood decks Shall conform to Section R507 using vibration-resistant anchors having a minimum ultimate withdrawal capacity of 1,500 pounds. (FEET) an emergency escape opening shall be provided for EACH sleeping room. 130 140 32 1-1/8"-1-1/4" 10d COMMON NAILS 6" 12" Lu Q 0 � C Emergency escape and rescue opening shall open(directly to the outside 31. NEW Construction/Additions&Alterations: Exterior glazing in buildings located in Wood-Borne debris regions shall ROOF PITCH ROOF PITCH = t� U WE -o It shall be the responsibility of the General contractor or his subcontractors to submit be protected from wind bome debris. 1/2"STRUCTURAL CELLULOSIC 1-1/2"GALV.ROOFING NAIL 3" 6" W 0 '+.+ � EXCEPTION: Grade floor or BELOW grade floor openings shall have in detail the design, calculations, drawings,written statements of the mechanical, Glazed opening protection shall meet the Large Missle test ASTM(E 1996 <5:12 Z 5:12 <5:12 z 5:12 33 FIBERBOARD SHEATHING (U z a) p g q g g Y ( g upgraded) and the ASTM E 1886 as modified in IRC section 301.2.1.2.1 _ Q a net clear opening of not less than 5 square feet. air conditioning,ventilation. heating systems new, existing or u coded 214 201 263 247 34 5/8"STRUCTURAL CELLULOSIC 1-3/4"GALV.ROOFING NAIL W ILL Garage door glazed opening protection for wind borne debris shall)meet 16"O.C. 12 7" 7" stamped by a professional engineer if required by the Owner or Building Dept. FIBERBOARD SHEATHING (� (n ANSI/DASMA 115, Areas within hurricane prone regions: 11. STAIR HANDRAIL: R311.7.8 Provide Handrail on at Feast one side of each (1). within 1 mile of the coastal high water line were the ultimate odesign 16"O.C. 18 277 259 342 322 1/2" GYPSUM SHEATHING 1-1/2"GALV.ROOFING NAIL 7" Tt continuous run of treads or flight with FOUR OR MORE RISERS. 35 wind speed is 130 miles per hour or greater. 5/8" GYPSUM SHEATHING 1-3/4"GALV.ROOFING NAIL 7" 7" Handrail Height measured above stair tread nosing, shall not be less than (2). In areas where the ultimate wind design speed is 140 MPH orr greater. 16"O.C. 24 340 318 422 396 34 inches and not more than 38inches. All Handrails shall be continuous EXTERIOR WALL WOOD STRUCTURAL PANELS the full length of the stair from a point direct) above tthe to riser of a flight 6" DIAMETER A. EXCEPTION: 16"O.C. 28 348 358 476 446 TABLE R602.3 3 g p y p g L,r- -�.) TO RESIST WIND PRESSURES ( ) to a point directly above the lowest riser of the flight. (Handrails adjacent to Wood Structural panels with a minimum of thickness of 7/16 inch an id a maximum span a wall shall have a space of not:be less than 1-112 incches between the wall � of 8 feet shall be permitted for opening protection.Panels shall be plrecut&predrilled to 16"O.C. 32 427 398 529 496 and the handrail. see code for exceptions. Refer to Code for grip size Specifications. cover the glazed openings with attachment hardware provided in the table below. MINIMUM NAIL MIN WOOD MIN.WOOD WALL NAIL SPACING Label all panels and store in a clean dry area of the house. 16"O.C. 36 469 438 538 547 STRUCTURAL PANEL STUD :.a CONSTRUCTION TYPE NAIL SIZE PENETRATION STRUCTURAL ++ i "I", "I I", "III", "IV", OR"V" Attachments shall be provided in accordance with the table as Wows: 12. GUARDS: R312 Porches, balconies or raised floor surfaces located more than 30 16"O.C. 42 535 499 664 622 !PANEL SPAN RATING THICKNESS SPACING EDGES FIELD o O above the floor or grade below shall have a railing no)t less than 36 inches in height. Railings shall have Top rails and Balusters and Bottom rails that are 16"O.C. 48 599 1 559 LE:t697 6d COMMON NAIL 1.50 INCH 2410 7/16"OR 1/2" 16" O.C. 6" 12" 0 NO MORE THAN 4 INCHES APART. EXCEPT:the Brian ular o enin s farmed REFLECTIVE RED (2.5"x 0113") 9 P 9 PANTONE#187 are permitted to be of such a ail of the guard rail at)the open side of a stairway j sd 2.5-X ON ;AIL 1.75 INCH 24/16 7/16"OR 1/2" 16" O.C. 6" 12" co Y 25 X0131" LU size that a 6 inch sphere cannot pass through. DESIGN CRITERIA TABLE 507.9.1.3(l) ( " m Open sides of stairs with a total rise of more than 30,inches above the floor or 11 uJ grade below shall have guards not less than 34 inchies in height measured f DECK LEDGER TO BAND JOIST CONNECTION INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 U J vertically from the nosing of the treads. REFLECTIVE Wind speed: 140 U WHITE FIELD p JOIST SPAN W W 13. WINDOW FALL PROTECTION: Were the to of the sill of an operable window f -- No of stories: 2 CONNECTION GYPSUM BOARD GYPSUM BOARD FRAMING SPACING OF FASTENERS p to P P DETAIL <6' 6-1"TO 8' 8'1"TO 10' 10'1"TO 12' THICKNESS APPLICATION ORIENTATION TO MEMBERS SIZE OF(NAILS opening is located LESS than 24 inches above the fiinished floor and GREATER ' 7/16" min. structural plywood Mean Roof Ht: 30 ft FRAMING SPACING NAILS SCREWS FRAMING than 72 inches above the finished grade or other surface below on the exterior =w.,---• 1/2"DIA.LAG SCREW " TO WOOD g ..._. Roof Itch: per Ian 30° 23" 1s" 15 of the building,the window must be provided with a window opening control device Panel, Attached to p p p &1/2' MAX. SHEATHING 1/2" CEILING 1 EITHER DIRECTION 1611 O.C. 7" 12" 5d COOLER NAILS DESIGNATION FOR STRUCTURAL Bldg L that compiles with R312.2.2 Window Opening Control Devices. COMPONENTS THAT At E OF 1/2" Frame in accordance g Length per plan WALL EITHER DIRECTION 16"O.C. 811 16 TRUSS TYPE CONSTRUCTION with Table R301.2.1.2 Bldg Width Per plan 1 DIA.MAX.SHEATHING THRUBOLT 36" 36" 34" 29" CEILING EITHER DIRECTION 16 O.C. 7 12 ONO 14. FIREBLOCKING AND DRAFTSTOPPING: Fireblocking shall be installed in STROKE &1/2" X.SHEATHING 5/8 7 12" 6d COOLER NAILS bid a WALL EITHER DIRECTION 16"O.C. • "F" FLOOR FRAMINGINCLUDING of the residential code g aspect ratilo: 3:1 accordance with R302.11 thru R302.11.2 and Draftsttopping shall be GIRDERS AND BEAMS of New York State Nailing Schell: Table R602.3(1) 2'1"TO 14'14'1"TO 16' 16'1"TO 18' TYPE"X^ AT 1 I-pia"LONG fill COATED NAILS OR installed per R302,12 thru R302,12.1 "R" ROOF FRAMING 1/2"DIA.LAG SCREW 5/8++ GARAGE CEILING PERPENDICULAR 16"O.C. 6" 6++ ESCREWA SHALL, Fireblocking materials R302.11.1 shall be as follows:: BENEATH SCREWS CTIO COMPLY WITH & 1/2"MAX. SHEATHING 13" 11" 10" HABITABLE ROOMS IRC SECTIO6V R70Z.3.5.1 1. Two-inch nominal lumber "FIR" FLOOR AND RODF FRAMING 1/2"DIA.THRU BOLT Where the ultimate design wind speed is 130 roh or less,nails for attaching wood structural panel roof sheathing to gable end wall framimg shall be spaced 6"o.c, 2. 1/2"gypsum board UNDER SECTION 602 OF THE BCNYS WINDOW UNIT &1/2"MAX. SHEATHING 24" 21" 19" 3. Batts or blankets of mineral or fsberglas shall be permitted for compliance Where the ultimate design wind speed is greatr than 130 mph,nails for attaching panel roof sheathing to intermediate supports shall be spaced 6"o.c.for N with the 10 foot horizontal Fireblocking in walls constructed using parallel rows of studs or staggered studs. TECHNICAL BULLETINTITLE 19 NYCRR PART 1265.4 LEDGERS SHALL BE FLASHED minimum 48-inch distance from ridges,eaves nd gable end walls;and 4"o.c.to gable end wall framing. 4, cellulose insulation installed and tested in accordance with ASTM E 119 or NYS REQUIREMENTS KITH ENGINEERED STRUCTURAL WOOD LAG SCREWS SHALL BE STAGGERED PER R507.2.1(1) rr� UL 263,for the specific applications V A-r Applicant shall provide Engineered wood placard p on or adjacent to electrical meter box for field inspection. TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES PLYWOOD STORM PANEL OF FOUNDATION MATERIALS Residential structures with Truss type construction, SHUTTER DETAILLn Pre-Engineered Wood Construction And/or Timber Construction CLASS OF MATERIAL LOAD-BEARING PRESSURE for new dwelling and/orany addition, alteration M 12 000 psf a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 Refer to General Notes for Panel W '� �" C0 0 rn Crystalline bedrock P g Y g PIP �,,,,� 'C3 Sedimentary and foliated rock 4,000 psf shall be affixed on or adjacent to any electric box attached to the exterior fastener requirements. .fl Sandy gravel and/or gravel(GW and GP) 3,000 psf of the structure for field inspection Sand, silty sand, clayey sand, silty gravel and clayey gravel (SW, SP, SM, SC, GM and GC;) 2,000 psf � P. Clay, sandy clay,silty clay, clayey silt, silt and sandy)silt CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) _.. (CL, ML, MH and CH) 1,500 psf O a.When soil tests are required b Section R401.4, WIND DESIGN SUBJECT TO DAMAGE FROM (� n �(j q Y r' L� [S ll V �� the allowable bearing capacities of the soil shall be(part of the recommendations. o SPECIAL WIND SEISMIC WINTER ICE SHIELD AIR MEAN ;�� O�' GROUND SPEED BORNE FROST DESIGN UNDERLAYMENT FLOOD SNOW WIND DESIGN WEATHERING LINE TERMITE FREEZING ANNUAL TOPOGRAPHIC b.Where in-place soils with an allowable bearing cal DEPTH pacity of less than 1,500 psf LOAD (MPH) EFFECTS REGION DEBRIS CATAGORY TEMP REQUIRED HAZARD INDEX TEMP FEB A 3 2022 N are likely to be present at the site, the allowable besaring capacity shall be ZONE determined b a soils investigation. M MODERATE * 9 y g BUILDING DEPT.LD 20 LBS 140 NO NO NO g SEVERE 3-0 TO HEAVY 11 YES NO 1500 or less 52.1 TOWN OF SOUTHO M. In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the table. 0790110 y0¢ 0.[NY)The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(6)for sites at elevations up to 1,000 feet, �N l� Sites at elevations above 1,000 feet shall have their ground snow load increased from the mapped value by 2 psf for every 100 feet above 1,000 feet. BUILDING DEPARTMENT STAMPS �^ TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL PANJELS TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED ONJ WIND SPEED 1' Outside Elevation Extent of header(two braced wall segments) CONT.IN000S RIM FULL HEIGHT BLOCKING • _ _ _ _ _ — _ _ - _ _ _ _ METHOD WSP: EXTERIOR SHEATHING OR END JOIST CONTINUOUS ALONG LENGTH CONTINUOUS RIM ADDITIONAL FRAMING FULL HEIGHT BLOCKING Extent of header(one braced wall segment) ` . . — = n`— — —` - — -��• PER TABLE R602.3(3)-FASTENERS 6" OF BRACED WALL PANEL OR END JOIST MEMBER DIRECTLYABOVE @ 16"OC ALONG — ,I ICI I•I I, ON EDGIE, 12"FIELD. INTERIOR SHEATHING BRACED WALL PANEL BRACED WALL PANEL I•I PER TABLE R602.3(1)OR R602.3(2) •I I•I I` VARIES IBY FASTENERS o e Side Elevation 2-16d NAILS EACH SIDE fasten king stud to)header with ,I ICI I I METHOD CS-WSP: 4 Min.3"x 11-1/4"net header Header e o 6-16d sinker nails AS PER TABLE R602.3(3) ° ° ° ° ° shall occur at top of wall ° EXTERIOR SHEATHING ATTACHED 8d @ 6"O.C.ALONG 8d @ 6"O.C.ALONG TOE NAIL 3 Sd NAILS fasten top plate to)header with WITH 8dI COMMON NAILS BRACED WALL PANEL 8d 6"O.C,ALONG F1 ° ... °'° two rows of 16d siinker nails • BRACED WALL PANEL 8d @ 6"O.C.ALONG AT EACH BLOKING MEMEBER ° Header shall be Top plate continuity is @ 3"o.c. .I (0.131 XC 2.5"LONG) BRACED WALL PANEL BRACED WALL PANEL fastened to the required per R602.3.2 .I AT 6"O.IC.ON EDGE AND 12" O.C. king stud with J Braced wall line \ W IN FIELD BRACED WALL PANEL 6-16d sinker nails BRACED WALL PANEL continuously sheated Minimum 40001b header-to-ack-stud I. BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL x Fasten sheathing to header with 8d common nails in 3 in.grid with 1/2"wood J U 1' BRACED WALL PANEL INTERIOR FINISH: 21 f0 attern as shown and 3 in.o.c.in all framing studs and sills I structural panels ;! strap on both sides of opening 2 1' SHALL BE MIN. 1/2"GYP.BD FASTENED 3-16d @ 16"OC ALONG ° w P 9( ) opposite side of sheathing Z ICI 3-16d @ 16"OC ALONG 3 16d 16"OC EACH WITH NAILS OR SCREWS IN ACCORDANCE BRACED WALL PANEL 3-16d @ 16"OC ALONG ° o� W I BRACED WALL PANEL 3-16d @ 16"OC ALONG ///���''' @ m c � Minimum 40001b header-to-jack-stud strap W I'I 1.1 WITH TABLE R702.3.5 OR BRACED WALL PANEL / BLOCKING MEMEBER S �' TABLE R2602.3{1)FOR EXTERIOR WALL / Panel splice edges shall occur over BRACED WALL PANEL o on both side of opening opposite side of _ _ _ _ _ _ J. SHEATHIING o sheathing and be nailed to common blocking 0 --E ''' :H` `• CON INUO S RIM OR x a� ��� ° e o Min.Double 2x4 framing covered with minimum --i :_ -- within the middle 24"of the portal- -M _ 4: CONTINUOUS RIM OR L 1/2"thick wood strucral panel sheathing ---- le height. One row of 3"o.c.nailing T U 9 END JOIST g w P 9 P. g g 9 V J I'I I' VERTICAL JOINTS IN PANELS SHALL OCCUR END JOIST m b with 8d common nails @ 3"o.c. in all framing is required in each panel edge. W •I I•I OVER AI.ND BE FASTENED TO COMMON STUDS. ° (studs,blocking,and sills)typical ° if needed .l I I,I I I 1' HORIZO)NTAL PANEL JOINTS IN BRACED )I h 2-16d NAILS EACH SIDE a i, 2'to 18'(finished width) Min Double 2x4 or ° ° I•I WALLS FPANELS SHALL OCCUR OVER i Min.length 16" 2x6 King&Jack stud W .I I ° 1/2"min.thickness wood structural AND BE FASTENED TO 1-1/2"THICK ! per Table R602.10.5 n/ r n Q� INTERIOR 1. FULL HEIGHT BLOCKING P panel sheathing LL V ,I SPACING 1.1 I�I COMMON BLOCKING CONTINUOUS ALONG LENGTH ADDITIONAL FRAMING p p g Min double 2 x post O 1' MEMBER DIRECTLY BELOW FULL HEIGHT BLOCKING i I I I 1 I OF BRACED WALL PANEL No.of Jack studs per .I II I.1 1. i Table R602.7 1&2 BRACED WALL PANEL @ 16"O.C.ALONG � Min.{2)2x4 typ, ( � � O BRACED WALL PANEL I° Min. (2)1/2"Diameter anchors 2x4or;2x6STUDWALL ( ) •I LI I•I I. 2 X BOTTTOM PLATE - I I•I I•I I, ° ° Installed per section R403.1.6 Q Z with 2"x 2"x 3/116"plate washer V , •I I•I I•I I• EDGE SPACING -6" FIGURE R602.10.8(1) FIGURE R602.10.8(2) •I I I I I I• BRACED WALL PANEL CONNECTION WHEN BRACED WALL PANEL CONNECTION WHEN W U O _ ; - �•_r_. . . PARALLEL TO FLOOR/CEILING Q 'O PERPENDICULAR TO FLOOR/CEILING FRAMING FRAMING V L FASTENING REQUIREMENTS FOR WW "— O WALL PANEL BRACE (l) ZBRACEDAS PER METHOD CS - PF: CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION - FIGURE R602.10.6.4 Q O O TABLE R602.3.(3 N 1 `)_ 2 0 = � CEILING OR CO FLOOR JOIST DIRECTION Simpson � 1-1/4" galy. x 20 gage — �'Sc��IF— H2A Stud To Rafter ENDWALL ENDWALL coil strap with (5) 8d common Connector N Were the distance is SIMPSON H2A nails in each end at each rafter. FLOOR AND CEILING JOISTS r- between 9-1/4"to 15-1/4" at each Rafter. With Typical Metal provide blocking @ �� MIENSIONAL LUMBER OR ENGINEERED WINDOWHDR (5) 8d x 1-1/2 nails in Rafter 4 Ft Perimeter o oA Strapping braced wall anels(J�01 l:srs-SEE PLANS - p PROVIDE STRUCTURAL RIDGES °'~ ° at Openings N (2) 8d x 1-1/2 nails in plate 4 o.c. Zone Panel Field @ m °� o a Horizontally attached r (5) 8d x 1-1/2" nails in Stud Nail spacing Nailing-See Nailing Each Rafter on Each side w �,o °o plywood sheathing BLOCKING Shall have Solid Blocking of Ridge to have a Simpson -o (D a o (V 0 o TYPICAL @ all Plywood Joints Schedule Dwg-1 LSSR skewable hanger. _a) q C,w � 2-BAYS N SIMPSON H2A c y ° N = L) N O.0 .-� °"- U-O d U °Y T 0 N Y M Y Solid blocking between at each Rafter. With Cr BLOCKING @ 48 INCHES ON CENTER 9 1-1/4" x 20 Gage Metal Coil w�, g 3 t c E 3 0 3 rafters attached to top (5) 8d x 1-1/2" nails in Rafter ;, o o o o a r� �a s „ _----Strap with (5)-8d common nails ,, o ° � = Y plate with 8d nails @ 6 o.c. (2) 8d x 1-1/2 nails in plate ° .� L SECTION A-A ° - _ M °` `in each end. catch jack studs '� _ _" �, - ° along length of braced wall (5) 8d x 1-1/2 nails in Stud Look Out Blocks ° ''® L a= �'�_o o 3 o panel. and window or door Header. '� \'• a °� o Referet Hans ns o° `® ' o ='� o •� a� for locations - LE S5 than ° ° =.: 2 = E m o o a END WALL BLOCKING DETAIL i�I Typical each side and ALL Gable End Wall ° ��;, 2 2 _ N 2 L 0 FOR FLOOR AND CEILING BRACING if requiredIII or Equal �, c o 0 w tn o windows and doors. to 12" ' . �' `° " °L RIM JOIST BLOCKING BETWEEN RAFTERS Ca) BRACED WALL PANELS U U) CoEr F- cu E o CL NTS Sill StrappingHI 602.10.8.2 (1) NTS RAFTER-TO-STUD CONNECTOR & FOR 3 SECOND WIND GUST SPEEDS GREATERTHAN 1130 MPH See details on JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS BLOCKING AND CONNECTIONS SHALL BE PROVIDED AT PANEL this page. EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS TYPICAL ELEVATION NTS NTs RAFTER TO RIDGE STRAP R802.3 �/� IN THE FIRST TWO BAYS OF FRAMING AND SHALL BE SPACED AT IN LIEU OF RIDGE STRAPS v J '� AMAXIMUM OF 4 FEET ON CENTER.NAILING REQUIREMENTS WALL TO HEADER STRAPPING PROVIDE MIN.2X4 COLLAR TIES @ 48"D.C. PER NAILING SCHEDULE. �` NOTE; 8d COMMON NAILS ARE LOCATED IN THE UPPER THIRD Z Z 4 WHEN ATTIC FLOOR,CEILING JOIST OR HIP ROOF IS UJSED TO BRACE 5 N.T.S. V 7 2-1/2" LONG Q g OF THE ATTIC SPACE AND ATTACHED J THE GABLE END WALL.DIAPHRAGM BLOCKING IS NO1T REQUIRED. v TO THE RAFTERS WITH 4 8D NAILS O EACH END � Q CONTINUOUS FLASHING Q f EXTENDED 2X P.T.LEDGER; MUST BE ONE SIZE W PAST JOIST HANGER GREATER THAN DECK JOIST AND TREATED WOOD O Q NO GREATER THAN THE DEPTH OF THE RIM JOIST DECKING SECURE TO SIMPSON BSC ALL THRESHOLD CAREFULLY ATTACH TO BAND JOIST WITH 1/2"DIA. HOT-DIPPED TOP OF RIM JOIST WITH ,,COMPOSITE RAILING I ��^^ vJ FLASHED&CAULKED TO GALV LAG SCREWS PER TABLE R507,2 AND 1OD THREADED NAILS OR I ISYSTEM.VINYL RAILING PREVENT WATER INTRUSION PLACEMENT OF LAG SCREWS PER FIGURE R507.1(1) #10 X 3"WOOD SCREWS I I TOP AND BOTTOM RAIL OUTER THIRD CUT see Schedule on DWG-1 AT 6"OCC. AND COLUMN COVER AND POST TO HEADER CONNECTOR tip of lag screw shall fully extend beyond COMPOSITE DECKING I I COLUMN CAP. MEET RCNYS OF SPAN CNLY LENGTH EXTERIOR OR — the inside face of the band joist. ATTACHED PER I I FOR CODE SIMPSON ABU POST " 4"TREATED POST 12 Min BEARING WALL GALV.DECK HANGER MANUF.SPECIFICATION TO CONCRETE BRACKET SIMPSON LUS26 @ 2X6 • I I SIDE COVER 2"MINIMUM SIMPSON LUS28 @ 2X8 X 4 TREATED POSTS NOTCH GREATER SIMPSON LUS28 @ 2X10 LAG BOLTED TO JOIST _ 2-1/2"GALVINIZED CARRIAGE BOLTS 114 JOIST THAN 50% I AS PER MANUFACTURES OR SIMPSON SD STRUCTURAL DEPTH, MAX. CLEAR SPECIFICATIONS. CONNECTOR SCREW "MIN. _ _1/6 JOI;T `— Q (PERCENT)OF _ - _ LEDGER WITH FASTENERS IN ACCORDANCE O 1/2"DIA.GALV BOLTS W/ GRADE DEPTHMAX. S Cp W PLATE WIDTH 16 GAGE(0..058 IN.)AND 1.5 IN.WIDE WITH TABLE R507.2 2 x JOISTS I ADHESIVE ANCHORS:HIGH-STRENGTH 1/3 JOIST METAL TIE FAASTENED ACROSS AND LOCK WASHERS. EPDXY ANCHORING ADHESIVE FOR DEPTH,MAX. r� ti ~— TO THE PLATE AT EACH OF THE SIMPSON DTT1Z W/(6)1/4"x 1-1/2"SD SCREWS ; O USE WITH THREADED ROD NOTCH WITH 8-1 OD NAILS EACH SIDE • ALLOWABLE LOAD PER TIE:840 LBS(MIN 750 LBS) 2x RIM JOIST ATTACHED WITH Z MECHANICAL ANCHORS;SIMPSON Use 1-1/4" Metal 1121� Z M NOT LESS THAN (4)LOCATIONS SPACED EQUALLY (3)10D THREADED NAILS OR WEDGE ALL WEDGE ANCHOR Coil Strap 20 Gage LU Q AND TWO WITHIN 24"OF EACH END OF DECK I' (3)#10 X 3"WOOD SCREWS i0 Solid sawn 'o i st and rafter " Q 12 Min (5) 8d common Halls W TOP PLATES " R507.6.2 SIMPSON H2.5 AT 14"DIA.CAST-IN-PLACE u j OR FOOTINGS MUST CONCRETE FOOTING,DOWN notching and b o ri n g limits. o, J in EACH END at LL1 .J "PIPE ° :° '' BLOCKING EACH JOIST TO VIRGIN SOILU > Q BEAR ON EACHI Stud. SIMPSON DTT2Z W/(8)1/4"x 1 1/2"SIDS SCREWS OVER BEAM SIMPSON BC UNDISTURBED (MIN 36"BELOW GRADE) NTS 8d 6" oc Alon 0 0Y U ALLOWABLE LOAD PER TIE: 1,825LBS BETWEEN EACH ° POST GIRDER SOIL PER R507.3 FOR DECK FOOTINGS g U) NOT LESS THAN(2)LOCATIONS WITHIN 24" Braced Wall Panel ° OF EACH END OF DECK: JOIST CONNECTOR FIGURE R602.10.8(1) FIGURE R602.6.1 MIN THREAD MAXIMUM OVERHANG 24" P.T. POST TO CONC. PIER & FOOTING PENTRATION 3/8"DIA.LAG SCREW PREDRILLED NTS WALL TO WALL STRAP ] TOP PLATE: FRAMING TO TO CENTER OF TOP PLATE,STUD CONNECTION (a PORCHES & DECKS ACCOMMADATE PIPING R507 EXTERIOR DECKS OR HEADER SIMPSON ABU INSTALLED IN ACCORDANCE NTS ~ 10 11 LEDGER BOARD ATTACHMENT TO BAND JOIST 12 DECK / GIRDER & RAILING DETAIL 13 WITH SIMPSON SPECIFICATIONS AND DRAWINGS. 14 15 WERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS NTS FOOTING SIZE PER TABLE R507.3.1 FOR DECKS 1-1/4"x 20 gage G-185 1-1/4" x 20 gage G-185 1-1/4" x 20 gage G-185 Hot Dipped Galvanized Strap Hot Dipped Galvanized Strap Hot Dipped Galvanized Strap cv STAGGERED with (5)-8d common nails with (5)-8d common nails DECK STAIRZ SEE TABLE 507.2 FASTENERS at each stud with (5)-8d common mils t` at each stud �"I N IN 2 Rows at each stud a TOP PLATES TOP PLATES Strap may be attached OVER Strap may be attached OVER It the plywood OR directly to Strap may be attached OVER Q+ O O 5.5"MIN FOR 2X8' C the plywood OR directly to O O O OO o studs. the plywood OR directly to � w 5"MAX 6.5"MIN FOR 2X10 Studs. Studs. RAD STUD BORED HOLEE MAX. STUD 7.5"MIN FOR 2X12 - G E BORED HOLE MAX. DIAMETER 660% OO Q O (V rap strap under sill DIAMETER 40 /° (PERCENT)COF STUD ° `— and attach to sill plates ° (PERCENT)OF i DEPTH i ° ,p,°. 3-16d @ 16" oc Along BLOCK SOLID p p - Z � ^O STUD DEPTH ,, , o 2"MINL ; „ ; c_ BETWEENJOISTS o, i`� — ,I� '� bA °O .� 5l8"MIN. 5/8"MIN. 5/8"MIN- 5/8"MIN. LAG SCREW OR THRU-BOLT ,s Braced Wall Panel - o h�l '~ O -+ TO EDGE TO EDGE TO EDGE: TO EDGE LEDGER BOARD 3/4"MIN — — ° ;° 04 4 Q CA V =III=III , ` = '` - FIGURE R602.10.8(1) NOTCH MUlST NOT I 1-III=ill ° °�° CV NOTCH MUST NOT U EXCEED 40)% e -ill r �f O M (PERCENT)OF 0 (PERCENT))OF 0 11) ° •`° III lf) \p �•y STUD DEPITH 10"x LENGTH OF SU,, STUD DEPTH � O PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FOUNDATION-SILL-STUD CAST-IN-PLACE F R�+ BORED HOLES SHALL C IF HOLE IS BETWEEN UNDER BOTTO NOT BELOCATrEDIN STRAPPING 40%(PEIUNT)AND PER FIGURE R507.9.1.3 (1) • � a ! BORED HOLES SHALL THE SAME CROSS Wra strap under sill 3 60%(PERCENT)OF �' • t•1 rl NOT BE LOCATED IN STUD DEPTH THEN SECTION OFT ST CUT — — i' r' 1' OR . , Applies to Garage Wall and A' TYPICAL STAIR FOOTING D THE SAME CROSS STUD MUST BE DOUBLE DISTANCE CAN BE REDUCED TO 4.5' =III=III =� and attach to sill plates > Slab on Grade Construction '=lil1 ,; p 1-1/4 METAL SECTION OF THE CUT NO MORE THAN TWO IF LAG SCREWS ARE USED OR BOLT —_ ° OR NOTCH IN STUD SUCCESSIVE STUDS ARE DOUBLED SPACING IS REDUCED TO THAT OF II; r; S i Lf AND SO BORED LAG SCREWS TO ATTACH 2X8 LEDGERS . ' STRAPPING 1� " TO 2X8 BAND JOISTS(1/2"STACKED NOTE;ALL STRAPPING SHALL BEAR MIN.12"ON STUD OR AT EACH JOIST ticA FIGURE R602.6(1) FIGURE R602.6 2 WASHERS NOT PERMITTED) RAFTER FACE TYPICAL , Df ,10 r 4C{ FOUNDATION-SILL-STUD ` F NOTCHING AND NOTCHiINGAND ) STRAPPING IN CONTACT WITH CONCRETE OR MASONRY FLOOR FRAMING STRAPPING �` r- NE�� ` 16 BORED HOLE LIMITATIONS FOR EXTERIOR BORED)HOLE LIMITATIONS FOR INTERIOR 17 18 SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION 19 STRAPPING 2 0 WALLS AND BEARING WALLS BONED)HOLE WALLS OR MANUFACTURED FROM G185 OR Z450 GALVANIZED STEEL. AT CANTILEVER FLOOR JOIST Fireplace enclosure Thin profile structural insulated to toprN heaithing R-50 Cover Box pushes Rigid insulation 2X ceiling joists of second floor heet Metal Firesto up and out of the g g 1 � p Full Thick Insulation MANUFACTURED LIGHT ENCLOSURE way for access thin profile structural glued together see plan w/ ceiling line Exterior ATTIC INSULATION Fill entire Cavityto CONTINUOUS BEAD sheathing as draftstop and lay on plyw od Batt Insul CEIING FRAMING eal ,joint with Sheathing eala Insulation dams behind tub Tub attic hatch - R-val support on-icombustable sealant OF SEALANT subfloor blocking Base plate prevent loose-fill Typical equal to the Ceiling Double Frame Attic g SUBFLOOR GLUED,CAULKED Sealed to`'-"' " � Air Seal / insulation from exterior insulationrequiremen access opening Sealant or OR GASKETED TO RIM floor Gasket 1 falling through Continuous Be.- wall structural sheathing JOIST/RIM CLOSURE of Sealant or „ , adhesive s enclosure liner sealed SEALANT Sealant access adhesive at peirimeter and seams. oohtg blocking SILL PLATE INSTALLED " OVER GASKER SILL 1 min Rigid Weatherstripping Seal stairs Sealant EXPANDING FOAM SEALANT >a Pre-Fab Fireplace sealed around Panel Adlhesl Casing�� 1/2" Gyp. Wall CONTINUOUS BEAD OF SEALANT Insulation. Air g Pull-down gap Referr to manufacturers SEALANT four edges \ frame a 1x2�Stop Board RECESSED LIGHTING FIXTURE specs for installation manual Sealed at perimeter staircase with caulk Sealant 1/2 plywood finish w/ soffit material or foam attic hatch AIR SEALING AT PREMANUFACTURED Typical foundation & framing W (see plan for size) RECESSED LIGHTING FIXTURE See architectural plans DRAFTSTOP DETAIL (cD- V PULL-DOWN STAIRCASE DRAFTSTOP & SEALANT AT CANTILEVERED FLOORS -__ z EXTERIOR WALL OF BATHTUB AIR SEAL DETAIL (a� PREFAP FIREPLACE AIR BARRIER AT FOUNDATION DETAIL ATION AND WEATHERSTRIPPING 1 _ W ATTIC HATCH DETAIL TO BAND JOISTS ` `.+ 0 This detail is for weatherstripping and draft sealing, NTS Battic Door Energy Conservation Products _ It is not to be used as a guide for fireplace installation. 25x54 Attic Pull Down Stair Ladder Cover, Refer to Manufacturer for installation manual. R-50 Insulation W R-SO A!Gr St;1ir Cmvor M 1� ENERGY NOTES Eave baffle installed 1. All design & construction in compliance and built accordingly to the 9a. R403.3.2: Duct Sealing (Mandmtory) Ducts air handlers and filter boxes shall be sealed. W W g p g y adjacent to soffit and eave 2020 Energy Conservation Construction Code of New York State. aolnroval b ts and seams thirdpartylcomply HERS IRateth ectus nion Mthe 1Manual "J" , "S" & "D"submitted at CO. _ Table R402.4.1.1--Air barrier, and insulation installation. vents. Baffle shall extend over " The authority having jurisdiction shall be permitted to determine an pp Y ( ) g the top of the attic insulation ``"� � � energy efficiency program to exceed the energy efficiency required by this code. p 9b. R403.3.3: (Mandatory) Duct testing - Ducts shall be pressure tested to determine as per chapter 11 TYR ROOF CONST. (n Q -C Z TABLE R402.4.1.1 All HVAC, Plumbing & Electrical systems shall meet the chapter 11 Energy air leakage by an approved thirtd party(HERS Rater) using the (R402.2.3) r� U AIR BARIRIER AND INSULATION INSTALLATION efficiency, NYS mechanical code, 2020 energy conservation construction code of NYS. manual "J" & Manuals"S" & "Y'" submitted at CO. ` O V Y 9Y 2 x CJ W/ INSULATION COMPONENT AIR BARRIER CRI'TERIAa INSULATION CRITERIAa of U 2. R401.3. A permanent certificate (Mandatory) shall be completed by the builder 9c. R403.3.5: Building cavities shalll not be used as ducts or plenum. Typ Fascia/ AS PER DRAWINGS General A continuous air barrier shalll be installed Air-permeable insulation shall not be used as a sealing material. and posted on a wall in the space where the furnace is located Soffit see OR HERS RATER requirements in the building envelope. 10. R403.4 Mandator Mechanicml system piping insulation carrying ~ Q (Mandatory) Y p p 9 ►Y 9 Const. Dwgs � I� U � Exterior thermal envelope contains a 3. R402.1.2 Building thermal Envelope: meet the requirements of N1102.1.1 - N1102.1.5 fluids > 105 F degrees or<55fF degrees shall be insulated with R-3 Minimum. SEALANT r LI..I LL1 •� 0 continuous air barrier. Building envelope (prescriptive)per table N1102.1.2 insulation & Fen. by Component. � � 11. (R403.3.5) Building Cavities (Maandatory) i (n z Breaks or joints in the air barrier shall be 4. R402.2. Specific Insulation requirements: (prescriptive)shall meet the requirements of Building framing cavities shall n(ot be used as ducts or plenum. Typ. Exterior wall O O 4- scaled. sections N1102.2 through N1102.2.13 See Const. Dwgs ! 0 Cavity insulation All cavities in the thermal envelope shall be filled with insulation. The 12. N 1103.5.1 (R403.5.1) Heated vwater circulation and temperature maintenance systems (Mandatory) LO 5. Installation -the components of the building thermal envelope shall be installed in Heated water circulation systerms shall be in accordance with Section N1103.5.1.1, t' ¢ O CV installation density of the insulation shall.be at the manufacturers'product p g p Heat trace temperature mainternance systems shall be in accordance with Section N 1103.5.1.2. '- recommendation and said density shall be maintained for all volume of accordance with the criteria listed in table 402.4.1.2 or required by code official, p Y a each cavity. Batt type insulation will show no voids or gaps and or an approved third party using manual "J", "S" &"D°. Automatic controls, temperaturEe sensors and pumps shall be accessible. CV F- maintain an even density for the entire cavity.Batt insulation shall be Manual controls shall be readilyy accessible. r ti , installed in the recommended cavity depth.Where an obstruction in 6. R402.4.Air Leakage: (Mandatory)Air leakage in accordance with sections N1102.4 the cavity due to services,blocking,bracing or other obstruction through N1102.4.5 13. N1103.6 (R403.6) Mechanical ventilation (Mandatory) RAFTER SEALING AT ATTIC EAVE exists,the Batt product will be cut to fit the remaining depth of the The building shall be provided with ventilation that compiles with the requirements of E.s EXTERIOR WALL AIR BARRIER SEALING EXAMPLE Air leakage shall be tested and verified b an approved HERS rater as having an Section M1505 or with other appproved means of ventilation. Outdoor air intakes and cavity.Where the bait is cut around obstructions,loose fill insulation g Y pp g ° ° air leakage rate not to exceed three air changes per hour. A written report of the exhausts shall have automatic for gravity dampers that close when the ventilation system � �, w� �` o a o t shall be placed to fill any surface or concealed voids,and at the is not operating. w t N N °o test results shall be signed by the party conducting the test. ° m o ° _ 0 0 a manufacturers'specified density.Where faced Batt is used,the ° installation tabs must be stapled to the face of the stud. There shall be Refer to N1102.4.1.2 for testing requirements. LOW DENSITY SPRAY FOAM t = o a ° o N1103.6.1 R403.6.1 Whole-houe,mechanical ventilations stem fan efficacy t ° _ _ ° ° ` no compression to the batt at the edges of the cavity due to inset ( ) Y Y INSULATION R VALUE IN ` ' _ " �' °' ° Fans used to provide whole-hOUSE rmechanical ventilation shall meet the efficacy re uirements g ° _ ° ° 7. R402.4.2: Fireplaces; shall have tight fitting dampers or doors and outside p Y q ACCORDANCE WITH �---� ` 2 °2 15 a "� 2� "Y stapling installation tabs. combustion air. Factory built fireplaces shall be listed and labeled of Table N1103.6.1. Exception: WI-esre an air handler that is integral to tested and listed HVAC Rigid Foam or I i i ? = a ,� QY- o Insulation that upon installation readily conforms to available space according to UL 127. equipment is used to provide whofr-house mechanical ventilation, the air handler shall be Wood BlockingHERS REPORT t' 1 ' ° " ` ° ° `° - ° = 3 {� L N 3 L C C S ° shall be installed filling the entire cavity and within the manufacturers' powered by an electronically commutated motor. as backdam r -- i - ' ° ° a ,D 61 a L TYP. ROOF CONST. _ �,a w m density recommendation. 8. R403; Systems: N1103.1.1 (Mandatory) programmable thermostats shall be i tri ° provided for each separate heating and cooling system.Temporarily operate 14. N11 Q3.7 (R403.7) Equipment siizing and efficiency rating (Mandatory) 1 ' ID E o 5 a o o p p g g Y p Y p Roof underla ment L� *^'�I l o w ° Ceiling/attic The air barrier in any droppred The insulation in any dropped ceiling/soffit shall be aligned with the the system from 55 F to 85 F. preprogrammed thermostats be manufacturer Heating and cooling equipment:shall be sized in accordance with y 2 x CJ WI INSULATION - I ,r''' i j I� °.o o _ ° 'v.2 ° ceilin;g/soffit shall be aligned with the air barrier. ACCA Manual S based on buildiin loads calculated in accordance with ACCA sealed to drip edg `' �,N E � ; ° co shall be max 70 F heating and 78 F Cooling. g AS PER DRAWINGS z = ° _ _ insulation and any gaps in tlhe air barrier Manual J or other approved he2ating and cooling calculation methodologies. iD N °'-'- ¢ � o 0 sealed. CL 9. R403.3: Ducts- Supply and return ducts in attics shall be insulated to an R-value New or replacement heating amd cooling equipment shall have an efficiency OR HERS RATER ``- s o a� `; t ° ° S 1 Access openings.dro down stair or knee Batt insulation installed in attic roof assemblies may be compressed at of not less than R-8 for ducts 3 inches in diameter and larger and not less rating equal to or greater than tthe minimum required by federal law for the Typ Fascia/ ) ; 1 j p than R-6 for ducts smaller than 3 inches in diameter. Supply and return ducts geographic location where the Eequipment is installed. Soffit see wall doors to unconditionedf attic spaces exterior wall lines to allow for required attic ventilation. pp Y SEALANT shall be sealed. in other portions of the building shall be insulated to not less than R-6 for ducts 3 inches Const. Dwgs in diameter and to not less than R-4.2 for ducts smaller than 3 inches in diameter. 15. N1104.1 (R404.1) Lighting egai,ipment(Mandatory) non-vented r rn Walls The junction of the foundatiion and sill Cavities within corners and headers of frame walls shall be insulated Not less than 90 percent of the permanently installed lighting fixtures shall <,.-:tt: ',:;,' :r,;;u> ••; ,,: , t V plate shall be sealed. The jumction of the by completely filling the cavity«vith a material having a thermal contain only high-efficacy larnpts. top plate and top of exterior-walls shall be resistance of R-3 per inch minimum. Typ. Exterior wall r J W sealed.. Knee walls shall be,sealed. Exterior thermal envelope insulation for framed walls shall be See Const. Dwgs installed iin substantial contact and continuous alignment with the air y barrier. Q W [Z Windows, skylights The space between window,/doorjambs OPTIONAL - RAFTER SEALING AT ATTIC EAVE W and doors and framing and skylights and framing shall be sealed. WITH SPRAY FOAM INSULATION � DUCT SEALING REQUIREMENTS Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. TABLE M1505.4.3(2) Q LOCAL EXHAUST RATES TABLE M1505.4. INTERMITTENT WHOLE-HOUSE MECHANICAL RATE FACTORSa, b Floors(including The air barrier shall be instailled at any Floor framing cavity insulation shall be installed to maintain above garage and exposed edge of insulation. permanent contact with the underside of subfloor decking or floor RUN-TIME PERCENTAGE IN EACH 4-HOUR cantilevered floors) framing cavity insulation shall be permitted to be in contact with the AREATO BE EXHAUSTED EXHAUST RATES 25% 33% 50% G6% 75% 100% SEGMENT topside of sheathing or continuous insulation installed on the underside of floor framing and extend from the bottom to the top of all KITCHEN 100 CFM IMTERMITTENT OR 25 CFM CONTINUOUS APPROVED WINDOW perimeter floor framing members. Factora 4 3 2 1.5 1.3 1.0 OPENING LIMITING DEVICE Crawl.space walls Exposed earth in unvented ccrawl spaces Where provided instead of floor insulation,insulation shall be BATHROOMS TOILET ROOMS MECHANICAL EXHAUST CAPACITY OF 50 CFM shall be covered with a Classs I,black permanently attached to the crawlspace walls. a. For system run tir.7e values between those given,the factors are permitted to be tv INTERMITTENT OR 20 CFM CONTINUOUS determined by inter olation. N ~O vapor retarder with overlaplping joints p taped. I Ti ~ Z b. Extrapolation beyond the tablle is prohibited. - - - - to - - - - - - - - - - - - Shafts,penetrations Duct shafts,utility penetratiions,and flue 1 WINDOW m Q Q shafts opening to exterior orr I W unconditioned space shall boe sealed. 24" W �_ J 4"SPHERE CANNOT APPROVED WINDOW (36"IN IBC UNITS) („) PASS THROUGH FALL PREVENTION >W U uJ DEVICE CONFORM TO W W 0 Narrow cavities Batts in narrow cavities shall be cut to fit and installed to TABLE M 1505.4.3�1) FINISHED FLOOR HEIGHT ASTMF 2090 HEIGHTABOVE the correct density without any voids or gaps or I •• compression,or narrow cavities shall be filled by CONTINUOUS A I RF L C)W RATE FLOOR R312.2 WINDOW FALL PROTECTION DIAGRAMS HEIGHT ABOVE insulation that on installation readilyconforms to the FINISHED GRADE REQUIREMENTS TOP OF THE WINDOW SILL SHALL FINISHED FLOOR available cavity space. BE A MINIMUM OF 24"ABOVE THE FINISHED FLOORAND THAN "ABOVE THE Garage separation Air sealing shall be provided tbetween the garage and NUMBER OF BEDROOMS GRADE OR O HERTER SUR ACES2BELOW ON THENISHED conditioned spaces. EXTERIOR SIDE OF THE BUILDING.SHALL FINISHED GRADE COMPLY AS FOLLOWS: Recessed lighting Recessed light fixtures installeed in the building thermal Recessed light fixtures installed in the building thennal h�l envelope shall be sealed to then drywall. envelope shall be airtight and IC rated. FLOOR AREA 0 - 1 2 - 3 4 - 5 6 - 7 > 7 1.OPERABLE WINDOW WITH OPENINGS THAT WILL NOT ALLOW �+ A 4-INCH DIAMETER SPHERE TO PASS THROUGH THE OPENING R02.2.2 WINDOW OPENING CONTROL DEVICES: Plumbing and Batt insulation slr<all be cut neatly to fit around wiring and (square(S feet) WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. q VWNDOW OPENING CONTROL DEVICE SHALL COMPLY WITH wiring plumbing in exterior walls. There shall be no voids or Airflow in CFM 2.OPERABLE WINDOWS THATARE PROVIDED WITH WINDOW FALL A')TM F 2090. THE OPENING DEVICE AFTER OPERATION ,� N gaps or compression where cut to fit.Insulation that on PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090. +- TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO cC installation readily conforms to available space shall extend behind piping and wiring. 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE r l 1 ,500 3O 45 60 7� 9O TO MEET EGRESS R310.2.1 Qt OPENINGS CONTROL DEVICES THAT COMPLY WITH SECTION R312.2.2 Shower/tub on The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be i-r U exterior wall shower:,and tubs shall separatte them from the showers and insulated. ¢ Z o tubs. 1,501 - 3,000 45 60 75 90 105 N1101.14 (R401.3) Certificate (Mandatory) �H I'--� ,-� (ct Electrical/phone The air barrier shall be installed behind electrical or box on exterior wall communication boxes or air sealed boxes shall be installed. 3,001 - 4 500 60 75 90 1015 120 A permanent certificate shall be completed by the builder or other approved party and posted on a wall w o r in the space where the furnace is located, a utility room Oran approved location inside the building. HVAC register HVAC register boots scaled th cetrate oor o drywall. Where located on an electrical panel, the certificate shall not cover or obstruct the visibility of the circuit boots envelope s1k111 be sealed to tine;subfloor or drywall. p y o ,...., �.., 4501 - 6000 75 90 105 12!0 135 directory label, service disconnect label or other required labels. The certificate shall indicate the m , , o M Concealed When required to be sealed,c ncealed fire sprinklers shall predominant R-values of insulation installed in or on ceilings, roofs, walls, foundation components sprinklers only fa sealed in a manner thatt is recommended seals by the - such as slabs, basement walls, crawl space walls and floors, and ducts outside conditioned spaces; .° �r CQ A manufacturer.Caulking or othrer adhesive sealants shall not 6,0 01 7,5 00 9 0 10 5 12 0 13''S 15 0 be used tofill�oidsbet«eenfiire sprinklerco�erplatesand U-factors of fenestration and the solar heat gain coefficient (SHGC) of fenestration, and the results w walls or ceilings. from any required duct system and building envelope air leakage testing performed on the building. I6- IC - insulation contact. > 7,500 105 120 135 15 0 165 Where there is more than one value for each component, the certificate shall indicate the value a In addition, inspection of log walls s>hall be in accordance with the provisions of ICC-400. covering the largest area. The certificate shall indicate the types and efficiencies of heating, + �; z 3 cooling and service water heating equipment. Where a gas-fired unvented room heater, For SI: 1 square foot = 0.0929 ITl , 1 cubic foot per minute = 0.0004719 I�� /s. .electric furnace, or baseboard electric heater is installed in the residence, the certificate shall ``'� a �� indicate "gas-fired unvented room heater," "electric furnace" or "baseboard electric heater," .4 ,,. as appropriate. An efficiency shall not be indicated for gas-fired unvented room heaters, electric furnaces and electric baseboard heaters. „� � . R905.1.2 ICE BARRIERS; SELF-ADHERED POLYMER MODIFIED TYP EXT.WALL LADDER&STEPS R310.2.3.1 CONTINUOUS RIDGE VENT BITUMEN SHEET USED IN PLACE OF PLUMBING NOTE: NORMAL UNDERLAYMENT AND WINDOW WELLS WITH A VERTICAL ALL PLUMBING SYSTEMS SHALL BE FROM THE LOWEST EDGES OF TYPICAL ROOF CONSTRUCTION DEPTH GREATER THAN 44INCHES RIDGE BOARD ALL ROOF SURFACES TO A POINT NOT SHALL BE EQUIPPED WITH PERMANENTLY INSTALLED IN ACCORDANCE WITH N1102.2.3(R402.2.3)EAVE BAFFLE LESS THAN 24 INCHES INSIDE THE Class AAsphalt Roof Shingles w/ TYP.FLOOR CONST AFFIXED LADDER OR STEPS USABLE PART VII-PLUMBING FOR AIR-PERMEABLE INSULATIONS EXTERIOR WALL LINE OF THE BUILDING. fasteners per manufacturers Specification WITH THE WINDOW IN THE FULL OPEN IN VENTED ATTICS,A BAFFLE SHALL BE R802.4.6 COLLAR TIES ON ROOFS WITH SLOPE EQUAL OR GREATER and the NYS CODE. POSITION. RUNGS SHALL HAVE AN ELECTRICAL NOTE: INSTALLED ADJACENT TO SOFFIT AND SHALL BE NAILED with 4-10d THAN 8/12,THE ICE BARRIER SHALL ALSO BE INSIDE WIDTH OF AT LEAST 12 INCHES EAVE VENTS. BAFFLES SHALL MAINTAIN APPLIED NOT LESS THAN 36"MEASURED ALONG Underlayment as per section R905.1.1 & (2)2x6 P.T.SILL PLATE W/MI SHALL PROJECT AT LEAST 3 INCHES ALL ELECTRICAL EQUIPMENT AN OPENING EQUAL OR GREATER THAN BOX NAILS IN ACCORDANCE TYPICAL ANCHOR BOLT -R403.1.6 FROM THE WALL AND SHALL BE SPACED AND WIRING SHALL BE INSTALLED THE ROOF SLOPE FROM THE EAVE EDGE OF THE p ( ) NOT MORE THAN 18 INCHES ON-CENTER THE SIZE OF THE VENT. THE BAFFLE WITH FASTENING SCHEDULE installed per Table R905.1.1 1 MAXIMUM SPACING: 1/2"@ 72"O.C. � IN ACCORDANCE WITH PART VIII-IELECTIRCAL BUILDING 75%PF EMBEDMENT OF 7"WITH NUT&WASHER. OF THE NYS CODE. A MINIMUM OF SHALL EXTEND OVER THE TOP Ice & Water barrier as per section R905.1.2 •-'•• VERTICALLY FOR THE FULL HEIGHT OF OF THE ATTIC INSULATION. N1102.2.3(R402.2.3)EAVE BAFFLE 2 BOLTS PER PLATE AND HOLD AT LEAST ". THE WINDOW WELL. PERMANENTLY INSTALLED FIXTURES 12 2x4 CT@ 48"oc 12 FOR AIR-PERMEABLE INSULATIONS (Note: Double underlayment is required ONE BOLT 12"MAX AND 3-1/2"MIN OFF MUST HAVE HIGH-EFFICACY LAMPS. W RAFTER/CEILING JOIST HEEL IN VENTED ATTICS,ABAFFLE SHALL BE for Roof slopes between 2 on 12 and 4 On 12) ENDS OF PLATES. SHIELD&SILL SEALER TYP. JOINT CONNECTION 8 INSTALLED ADJACENT TO SOFFIT AND �� SHALL BE NAILED $ EAVE VENTS. BAFFLES SHALL MAINTAIN Framing As per plans with 1/2 exterior grade MECHANICAL NOTE: z TOGETHER IN .ACCORDANCE AN OPENING EQUAL OR GREATER THAN span rated structural plywood Sheathing, TYP.CONC.FOUNDATI THE MECHANICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH W WITH TABLE R802.5.2 THE SIZE OF THE VENT. THE BAFFLE (SEE DWG-1 FOR TABLE) UNINHABITABLE ATTIC SHALL EXTEND OVER THE TOP Nail to framing in accordance Fastener PART V&VI OF THE RC OF NYS.ALL MECHANICAL SIZING PER ACC.A Q _ WITH SIMPSON H2AAT EACH \� WITHOUT STORAGE OF THE ATTIC INSULATION. Schedules & Strapping per detail Sheet(S). ANCHOR BOLT DETAIL MANUAL"S"BASED ON LOADS r^ RAFTER TO STIJD. R-38C BATT Flashing per R905.2.8 CALCULATED PER ACCA MANUAL"'J" v INSULATION R606.3 : 1 2'= 1'-0" DUCT COMPLIANCE WITH MANUAL"D" W MIN. 1"AIR GAP Top of Plate— LI BETWN INSULATION TYPICAL SOFFIT CONSTRUCTION. R303.4 MECHANICAL VENTILATION. (.L AND SHEATHING DWELLING UNIT SHALL BE PROVIDED 12„ overhangs-typical TYP EXT.WALL WITH WHOLE HOUSE MECHANICAL R802.5.2.1 LAPPED JOIST 6" Wood fascia & 6" Wood rake boards. VENTILATION IN ACCORDANCE WIITH rW^ W D NOT LESS THAN 3". ® ® aluminum r " Z k" r I SECTION M1507.3 `•✓ LAPPED ® ® ® ® Trim in a uminu O use a e o equal R-15 BATT SHALL BE NAILED 16d �a q Metal dripedge per R905.2.8.5 SILL PLATE BARS,GRILLES,COVERS R310.4 O I..1_ O INSULATION COMMON NAILS IN ACCORDANCE f g o wl R-3 EXT. o WITH TABLE R802.5.2 ON DWG 1 Fully Vented Vinyl Soffits LLE ,C /� BO FOAM BOARD oo Z — ¢ DEVICES LU BARS, RARE PERMITTED O BEILLES,GRATES OR IPLACED vJ r�^ , TYPICAL EXTERIOR WALL TYPICAL ANCHOR BOLT -R403.1.6 OVER EMERGENCY ESCAPE AND RESCUE v 2 x 4 Doug-Fir Wood Studs @ 16" OC. MAXIMUM SPACING: 1/2"@ 72"O.C. OPENINGS PROVIDED AS FOLLOWS:NET O _� a LE OPENING SIZE COMPLYING EMBEDMENT OF 7"WITH NUT&3"x3"WASHER. WITH R310.1.1 TO R310.2.3 AND SHALL L— Double top Plate and Single Sole Plate. 2 BOLTS PER PLATE AND HOLD AT LEAST BE RELEASABLE OR REMOVABLE f .� \� �� ONE BOLT-12"MAX AND 3-1/2"MIN OFF �• To of Subfloor 1/2 exterior Grade - Span Rated FROM THE INSIDE WITHOUT THE USE _Top _ — _ — _ — ENDS OF PLATES. OF AKEY,TOOL,SPECIAL KNOWLEDGE '— Continuous Structural OSB Sheathing. -�• •• UTSIDE BASEMENT ENTRANCE W W •� O _Top of Plate— — Fastened per Fastener schedule. TYP.CONC.FOUNDATION 8"CONCRETE WALL ON MIN 16"X 8" OR FORCE GREATER THAN THAT REQUIRED p FOR THE NORMAL OPERATION OF THE rr/^� 7 4"AZEK BEADED tyvec House Wrap Or equal. 4'"DRAIN TOTING O DRYW CONCRETEL,CONCRETED STAIR ESCAPE AND RESCUE OPENING. vJ Z OTI PORCH SOFFIT ON R-15 BATT Rlgld Insulation On exterior See InSUlatlOn SChedUle. MEETING R311.7-STAIRWAYS. O O `� FURRING STRIPS ® ® NSULATION ANCHOR BOLT DETAIL HANDRAIL PERR311.7.8, 34"-38"ABOVE O 00 w/R-3 EXT. Vinyl Siding as per clients Selection NOSING. 36"HIGH GUARD RAIL ON 0- = N WRAP HEADER IN FOAM BOARD installed per manuf specs and NYS code. SCALE: 1/2"= V-0" TOP OF CONCRETE WALL. O E— AZEKBOARDS q Cont. load path strapping installed in accordance 0 —> � O 0 00 with drawings. Provide Fire Blocking in accordance 40'o" > N �- 0 - with R302.11 & R302.11.1 and _\ Draftstopping per R302.12 & R302.12.1 14"DECK FOOTING SEE DETAIL ON DWG-2 �' o TYPICAL FLOOR CONSTRUCTION FOOTING SIZEPER TABLE E Top of Subfloor o DECKS .6 a f6 N Top of Foundation r_ 3/4" Plywood Span Rated Subfloor, ------------------------ ----------_-.------- 2x6 DECK OIISTS@16"o° ._ 2_ E ° O o= • Glued and Nailed in 1 2 2 x 6 P.T.GIRDER m t ° o °; w 1 1 ZO U•.•'- C C OF L R30 BATT ;� accordance with the fastener schedule. ..-. -. _ z a ° _ _ `� E INSULATION LVL GIRDER - - - 1 , - c u m o Floor joists and Bridging as per Code. i Q .__ _ - __-0 DECK LATERAL HOEDOWNS c o o °' ° y S Y SIMPSON DTT2Z w/(8) o o ° • F.D. , ,. . . . au oY o o �Y m TYPICAL FOUNDATION CONSTRUCTION UP ® ; 7'o" f, � 1/4"x 1 24' F EACH END 0 w o 0,a o= 3 e, DWG-2o c o WITHIN 24"OF EACH END m.c o, 0 3 s � E �3 0 00 r` in accordance with chapter 4 DN 3" i I 2X8 DECK LEDGER M SEE DET. ON DWG 2 SEE DETAILS ON C m �,o.z. m°�' N s �' .. - - -• •-L................... I . .............................------......... . CO m.E 5 r uSo. 3000 psi Air Entrained cast-in-place concrete _ s , CC: 3_0 Logo wall on cast-in-place Concrete Wall Footing per = o ° ch Bottom of deck -- -- ---------------- --- ---------•----------- ....-- -------- / ' o �� L G E 2 a a pier Footle ' ' EXTERIOR ' ' N f0 E m w p g R403. refer to Foundation Plan for footing size & w; ; LIGHT - ° 2 ¢N =o c 36"below ;', TYP.BASEMENT SLAB '• thickness. Concrete Horizontal and Vertical of 1 ■� o VENT CLOTHES DRYER m c a E m m-o m o ° B Grade Minimum Top of Footing — e .o (nl 1 o m F- m E a._ o a — e, a Reinforcement per Chapter 4. & gee note #6. �' ' � ABOVE � IN ACCORDANCE WITH � � 1 1 t o �-o c s c � o c.� o Dam proofing per R406. 2- 2x6 approved X� � v � CHAPTER 15-CLOTHES • p g p pp DRYERS EXHAUST. MAINTAIN REQUIRED SEPARATION c° treated Sill Plates, Sill Seal And Termite shield per ............................. D DISTANCE FROM ALL HEAT ; PRODUCING EQUIPMENT TO Section R318. Anchor bolts per Foundation Plan ; ; COMBUSTIBLE MATERIAL AS PER SECTION ; ONTINUOUS RIDGE VENT and R403.1.6 ; ... ...............•......... ; o UNFIN. BASEMENT MANUFACTURER'S SPECIFICATIONS OIL FIRED ' _ 1 1 -j 4" CAST-IN-PLACE CONCRETE AND LATEST MECHANICAL CODE. 19 SCALE: 1 /4" — 1 '-O" RIDGE BOARD 1 1 1 x INTERIOR WALL FINISH ; ; o SLAB INSTALLED IN FURNACE X ACCORDANCE WITH CODE ' Provide 1/2" Gypsum Wall Board on ceilings SECTION R506 O ; 1 1 1 1 1 and walls except basement walls & clgs - unless 10'-3" " ! T-4" s' 1" 8'-2" 8'-2" noted. Min 1/2" Moisture Resistant Wall Board on 1 1 N1102.2.3(R402.2.3)EAVE BAFFLE R802.4.6 COLLAR TIES Beam Poc et (typ) ' Ceiling and all walls In Bathrooms humid areas shim as re 'd_ SHALL BE NAILED with 4-10d g ( FOR AIR-PERMEABLE INSULATIONS 12 2x4 CT @ 48"oc BOX NAILS IN ACCORDANCE and 5/8" cement board on walls and ceilings in wet areas. IN VENTED ATTICS,A BAFFLE SHALL BIE 12 g WITH FASTENING SCHEDULE „ 1 1 ", C31 1-3/4'x11-7/8"LVL ,r, INSTALLED ADJACENT TO SOFFIT AND) Provide 5/8 Fire Rated gypsum wall Board on walls 1 ' --y-""---""'-"-�" '�-- ......----�-'�--L----•--- --------+ 1 0 0 EAVEVENTS. BAFFLES SHALL MAINTAIN 8 $ N ; ; .• •••••••••..•••••• ••••• ••"-'-'---"..... -----r-------- --------- N AN OPENING EQUAL OR GREATER THAN and ceiling located as per code, manufacturers THE SIZE OF THE VENT. THE BAFFLE UNINHABITABLE ATTIC R806.3 requirements and drawings. i ; UNEXCAVATED ; �==__= i__. _____. _____. Beam Pocket (typ) 1 1 q g TYPICAL GARAGE SLAB i=z=.____ shim as req'd SHALL EXTEND OVER THE TOP WITHOUT STORAGE MIN. 1"AIR GAP ; ; ' 2X4 FRAME AROUND 4" CAST-IN-PLACE SLAB OF THE ATTIC INSULATION. BETWN INSULATION , , r- , �■•■•____ STAIRCASE FROM FLOOR TYPICAL INT. FOOTING/COL 1 1 R-38C BATT AND SHEATHING 1 1 W/6X6 W4.0 X W4.0 WWM TO CEILING, TREATED SHOE 24"x 24"x 12",HICK INSULATION PITCH SLAB-114"FT TO d°=_•= PLATE AND GYP.WALL BID ' ,-TYPICAL ' GARAGE DOORS ; ' INSIDE FACE of WALL MIN. CAST-IN-PLACE CONCRETE ATTACH RAILINGS.HANDRAILS FOOTING&3"DIA STEEL FASCIA W 34"-38"ABOVE NOSING. 1 CONST. ' ' ------- - COLUMN o 1 1 1 3 R302.7 UNDER-STAIR PROTECTION INSULATION SCHEDULE 1 - -- - I of ENCLOSED SPACE UNDER STAIRS THAT " � N [] 1 1 1 1 --- O IS ACCESSED BY A DOOR OR ACCESS a0 , p w shall comply with 2018 1 ECC ' ' ' ----- PANEL SHALL HAVE WALLS,UNDER-STAIR U) r 1 JU CV F- ' ' ' ' I u.. SURFACE AND ANY SOFFITS PROTECTED `- 1 h O -------- ON THE ENCLOSED SIDE WITH ' m '- - N 1/2-INCH GYPSUM BOARD. OC ; ~ Z Location R-value Thickness '___ _ a a Flat CI * R-38c 12-1/4" ' DECK LATERAL HOLDOWNS o ' ' 00 � BEDROOM #4 g ,� DROP TOP OF CONCRETE ; ; SIMPSON DTT2Z w/(8) L 2 LU CLOS Vaulted Clg R-21 5-1/2" ' ' AS REQUIRED FOR ' ' c 1 1 Q to LLJ I„ , 1/4"X 1-1/2"SDSSSCREWS UJ J t Floor(unheated space) R-30c 8-1/4" 1 1 GARAGE DOOR,SEE PLAN , , Up CD S WITHIN 24"OF EACH END c� co U > Q FOR GARAGE DOOR SIZE ' "' Floor(outside air) R-30c 8-1/4" ; ; CO SEE DETAILS ON DWG-2 fU Exterior 2x6 walls R-21 5-1/2" 1 .... --------------------- •-------- -- ----------- -----...---------------------------------- --------- 1 Exterior 2x4 walls R-15 3-1/2" + __ .................. _ ' p— - - — -- ----------- 3"x'1 b' .........-------- -- ..... .................................................. To of Plate TYP.EXT. R-3 Exterior Foam Insulation r T ' , 2X8 DECK LEDGER J WALL air seal walls to pass 3 air changes per hour (2)ANCHOR BOLTS SEE DET. ON DWG 2 R-30 BATT _ CONST IN EACH CS-PORTAL INSULATION o Above grade attic walls R-15 3-1/2" FRAME WALL ABOVE 4'5" 7'-0" ' BO Foundation Rim Joist: R-30 SECTION-SEE `" V All Glazing U = .30 SCGH: .30 DETAIL 3 ON PG 2 POWDER Doors-less than 50% glazing U = .40 B 0_= A ROOM Door-more than 50% glazing U = .30 SCGH: .30 4 4 ►�+ 1 CAR GARAGE g g 2 x 6 DECK JOISTS @ 16"o� 2-2 x 8 P.T.GIRDER *If part or the entire attic will be decked over with plywood, 14"DECK FOOTING the ceiling joists must be deep enough in order to fit the SEE DETAIL ON DWG-2 batt insulation so that it is not compressed. If not then FOOTING SIZE PER TABLE I� r p R507.3.1 FOR DECKS ���1UU11UUU1Jl��11U� ;++ �' l� ��� ' Clg Jsts will have to be built up or upgraded to the next size. w o Top of Foundation _ _ _ 1 8 8' 3" 30 1 PITCH TO DOORS B �I Q O : Other Specifications: CZ Windows: Us 0.30, SHGCs 0.30 40'-0" ol M (� • z 100% high efficiency lighting (CFL's or LED's) o OC d, t • s 3 air changes per hour TYPPICAL FOUNDATION - 8'-0" HIGH x e' e, TYP. ' Z All Energy Star appliances IN ACCORDANCE WITH CHAPTER 4 ® � ^� e' ••L •d FOUNDATION TABLE R404.1 .2 8 : FOUNDATION PLAN TYPICALANCHOR BOLT -R403.1.6 D 6 CONST. R403.6 Mechanical ventilation shall be provided that ( ) MAXIMUM SPACING: 1/2"@ 72"O.C.EMBEDMENT OF 7"WITH c UNFINISHED ,� meets the requirements of section M1507 8" (CAST-IN-PLACE WALL WITH SCALE: 1/4" = 1'-0" NUTONE BOLT 2 WASHER. MAX 2BOLTSn PER PLATE AND PLHOLD ATLEAST e, BASEMENT HORIZONTAL REBAR PER TABLE R4104.1.2(1) - SEE DWG-1 NOTE #6. FOUNDATION WALL KEY 1. Walls 24 inches total length or shorter connecting offset braced wall gyp: AR�+ „ R403.7 Heatingand coolie equipment shall be „ „ panels shall be anchored to the foundation with not fewer than one anchor bolt / gr�oIre ' sized in accordance with ACCA manual J b a ONI 16 x 8 CAST-IN-PLACE CONT. WALL FOOTING located in the center third of the plate section and shall be attached to adjacent , y W/ 2- #5 REBARS IN FOOTING. EXISTING FDN WALLS braced wall panels at corners as shown in Item 9 of Table R602.3(1). (Fastening Schedul �✓Q, certified third party rater. 2 - 2 x 6 ACID SILL PLATES, COPPER TERMITE 2. Connection of walls 12 inches total length or shorter connecting a SECTION - B SHIIELD EXTERIOR DAMP-PROOFING ALL NEW FDN WALLS offset braced wall panels to the foundation without anchor bolts shall be permitted. ' The wall shall be attached to adjacent braced wall panels at corners as shown in  r FOIUNDATION FOOTINGS TO EXTEND TO [ _ _ _ _ _ ] FDN WALLS TO BE REMOVED Item 9 of Table R602.3(1). (Fastening Schedule) ? SCALE: 1 /4" - 1 '-0" VIRGIN SOIL. `,� , nnoAlo �®�= OF NE`tS I i VENTS: ROOF JL 4." VTR P3103.1 ROOF EXTENSION OPEN VENT PIPES SHALL EXTEND MINIMUM 6"ABOVE THE ROOF OR 6"ABOVE THE 211 ANTICIPATED SNOW ACCUMULATION. C211 P3103.2 FROST CLOSURE: WHERE THE 97.5%VALUE FOR 311 OUT-SIDE DESIGN TEMP IS 0 DEG F OR LESS.VENT EXTENSION THROUGH 1 1/2" 1 1 1 11111 1/ " 1 1/ " A ROOF OR WALL SHALL NOT BE LESS THAN 3"IN DIAMETER. ANY INCREASE 2" IN SIZE OF THE VENT SHALL BE MADE CODE COMPLIANCE STATEMENTS: W NOT LESS THAN 1 FOOT INSIDE THE THERMAL ENVELOPE OF THE BUILDING. 2 ND FL. 11 311 I. The windows selected for this project shall meet z 2 31' 3 2 the egress requirements of R310.2. All windows shall meet Section R308 Glazing and W W R308.4 Hazardous locations. _ 211 211 3. Windows were required shall meet the Window Fall U) 3" protection requirement R312.2. W El/ 1 1/ '1 1/2" 4. Bathroom windows shall meet the hazardous DW glazing requirements as per R308.4 W 2" 5 5. Stairs, landings, railings & guards shall comply N 1 ST FL. with R311 & R312 O Q = 6. Outside lighting shall comply with RE 3803.3 0 < O 7. Stairway illumination shall comply with R303.67 " 211 3 and R303.8 C/) < v Z 8. Fireblocking shall comply with R302.11 thru R.302.11.2 9 W SHER . Draftstopping shall conform to R302.12 thru R302.12.1 U 4 10. Flame spread and smoke-developed index for walls I_ Q -O 4" FA and ceilings shall compy with R302.9 thru R302.9.4 L � BASEMENT 11 11. Flame spread and smoke-developed index for 0 V C: :3 CO insulation shall compy with R302.10 thru R302.10.5 W W - O so 41' 11. Recessed lighting fixtures rated for U) Z 1Z U) membrane penetration shall meet ASTM Ell 9 O 0 E 4- and Flre Stopping as per ASTM E814 or UL 1479 Q•- LO CONNECT TC.A NEW PLUMBING RISER DIAGRAM 12. Exterior Decks shall comply with R507. = N SUFFOLK COiUNTY DEPT. NOT TO SCALE 00 OF HEALTH AIPPROVED SANITARY SYSTEM 1. PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH SECTION P2605 ` �- N F- 2. PIPING MATERIALS AND FITTINGS FOR WATER SUPPLY,WASTE AND VENTS MUST BE IN COMPLIANCE WITH CHAPTERS 25 THRU 31 /tL Cn C E•0 ✓• 0'0 p E rn YN ` l0„ Q 2 ROOF FRAMING PLAN 2'-1" 6'-6" �� o ° _ 0 10- O-0. C t O C U C 'O C � d _° 1 11 O 0.UN01 O+L.+ CS•�wQ SCALE: 1/4" = 1 -0 8'-0" Wood deck with �.0 c 36"high wood rail 'o.- w ° and steps to grade c a y Y >2 o`n Z °Y`0 u� v_> 2c0 m•- Q- 0 3: --'-- --------------- (closed risers) a��uo 3 r -; o c'c 3 ---- - ------------- 40'-0„ . i C 11, 0 0 Q Q �U 2 'c U c FRAMER TO VERIFY CENTERLINE& � m rn a�. � �°•' `w � Cn I I I I HEIGHT OF WINDOW OVER KITCHEN R r•E.915 N m�0- 0 ` ' SINK WITH KITCHEN LAYOUT PLAN L EL o 0 Q 20'-7" 5' 11" 10'6" 3'-0" --- c o 4 o o PROVIDED BY BUILDER. a? ° o'� o c a� w a� 44 20 0 44D 30 0 M 244DH2830 cc b i' E 2t' ¢` c I m o V7 N'-- Ip U 0 r- to WENT CLOTHES DRYER L o r am o ° y IIN ACCORDANCE WITH _____ (CHAPTER 15-CLOTHES 2-2x8 2 2x109-1/2" = H Q w m ? H- la E a c Q a [DRYERS EXHAUST. N Z�� (2)1-3/4"x LVL FPROVIDE WATER-PROOF FPAN WITH CURB&DRAIN TW18210 TV118210 244DH3050 244DH3050 Egress F® 4 a - N - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I -� 2 2x8 2-2x10 2-2x10 Li 0 o O 5'-81/z' 5'-0" 0 5'-0" 17'-41/Z' I o 0 0 o 2-2x10 KITCHEN 3Yz' 3Y�" ® v [ R 15 BATT N `O cv ih ° ° [ INSULATION DINING fan 0 uo I U ROOM 8'0" 4'0ol vin fan I u i�, � Q O VIVALK IN W ® C I R302.5.1 OPENING ih 00 ]IDU) u� NOTE:GLAZING HAZARDOUS LOCATION:R30)8.4 PROTECTION. INSULATED O C) I CLOSET w o N SOLID CORE STEEL INCLUDING BUT LIMITED TO THE FOLLOWING: o o! Bedroom #1 ( - DOOR,20 MINUTE LL 0 _0 z 8'CEILING HT r 19 SAFETY GLAZING(TEMP GLASS)IS REQUIRED co FIRE RATED. Co 0 J J I AT GLAZING IN A BUILDING WALL ENCLOSNG3 0 WEATHER STRIPPED N CE ° \°/ o w BATHTUBS AND SHOWERS WHERE THE W/SELF CLOSING DEVICE. „ ° N K SEAL&INSULATE BOTTOM EDGE OF THE GLAZING IS LESS R 2 1 3/4"x 14"LVL FLUSH I co CD N N ATTIC STAIR PER I THAN 60 INCHES ABOVE A STANDING o 2-2x10 g Z* ( ) Fd 2'-0" 2'-8" 2'-0 6„ O SECT. 1102.2.4 I SURFACE AND DRAIN INLET. �' R-15 BATT-.. _ _2-_6_ _ I 7.0 SEE DET ON DWG-3 I N INSULATION - - LIN I DOWN 2'6"WET SURFACES: R308.4.5 12' 11" 2'6" o a I HALL �L 2-6' 4,0„ ,-7'/" I GLAZING IN WALLS,ENCLOSURES CONTAINIPNG �2 (3)1-3/4"x 9-1/2"LVL o o N WHIRLPOOL, BATHTUBS,SHOWERS, - - --------- ---- --•----•- -------- = I � < I SWIMMING POOLS,HOT TUBS WHERE TH BO)TTOM - o -------- -------- ------- - - p o? C0 F - 4'-0" 2'-0" IT-11" v EDGE OF THE GLASS IS LESS THAN 60" 3 L N ❑ `t I _ _ _ _ _ _O _ _2x10 RIDGE •- I o GARAGE -------- 31% 3Yz" 5'/z" ' W o Cv 2'6" _ , "- -;; _ 2'6_' _ MEASURED VERTICALLY ABOVE ANY STANDING OR 6 3/z' O DWELLING GARAGE iv o 1 N WALKING SURFACE SHALL BE CLASSIFIED AS ° SEPARATION IN --- N N DOWN min is ' co 1 N `� I PER TABLE R308.3.1(1)AND R308.3.1(2) G -------- "' I�ess `.1 co f --AACI €DA�CgE WITH ' --- -- c Z ------ •--- ______ _ X -------- 2'-6" 2'-6" _ T N 2'_6 I EXCEPTION:GLAZING THAT IS MORE THEN RD" i SEE DWG-1 FOR TAB' LIVING } ❑ Q ---___-- O O I MEASURED HORIZONTALLYAND IN A STRAIGIHT LINE INSULATE WALLS =-- _=- -E 9 , O COMMON WITH IV' __ ROOM Q 6i Bedroom #4 -_---___ Bedroom #2 I FROM WATERS G AREA. PROVIDE: ANT � ❑ - J U Bedroom #3 U 1 ; a DETECTOR PE 314,2.1 - -- Z W U 8'CEILING HT Q „ 0 0 8'CEILING HT SAFETY GLAZING IS REQUIRED ADJACENT TCO , J , Q I o -------- o Q B'CEILING HT 3'2' o Q I STAIRWAYS, LANDINGS, AND RAMPS WI HINT LLo -'- - -- 0 00 o ° o -------- 1 36 INCHES HORIZONTALLY OF WALKING3UR[FACE 1 X , ___ co LL o CO OR WITHIN 60 INCHES HORIZONTALLY 0THEE BOTTOM 0" 13'4Yz' I TREAD OF STAIRWAY IN ANY DIRECTIONAND)WHEN 3y,,, 1 , 3Yz" 3 X UC3 -------- Cn W Cn (n W 1 EXPOSED SURFACE OF GLASS IS LESS HAM Up o N __ _ UJ o►_ w o H 1 60 INCHES ABOVE THE NOSE OF THE TFEAD 1 1 �0 In W O E 0 LL ir 0 1 OR WALKING SURFACE. , 2 2x12 , -2x10 2-2x10 2-2x10 2-2x10 w Oh= SPLAYCLG __ _____ Q Z� ¢ Zg r� T-0"MIN -' J J I ?g HEAD HEIGHT -'-'----- w w 244DH3050 244DH3050 244DH30o0 a O AT STAIR T-2" U N 0 v I T, 00 U 96X84-3 PANEL [t 5 x V U X N X N I N X N CLOS 19 N N N 1 AREA SCHEDULE refer to N 2-2x10 2-2x10 2-2x10 2-2x10 2-2x10 1 NAME AREA �- --- [ FIRST FLOOR AREA 782.2 sq ft. I ,JI I L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SECOND FLOOR AREA 1000.Dsgft. 244DH3050-2 Egress 24 IDH3050 Egress 244DH3050 244DH3050 244DH3050 Egress 4 4 r , GARAGE AREA 217.8sq ft. P U �-+ 3'6" T-6" W 51'9" 5'-6/' 6'-6/z' 6'-0" 6'0" 6'0" 4'-2" .114 1'8" 8'3" 7'-11" 6 0" 6'0" 6'0" 4'-2" R312.2 WINDOW FALL PROTECTION NOTE: WINDOWS, EXTERIOR FRENCH & SLIDING DRS 40'o" x o U Plans indicates ANDERSEN series 244 �,�I �• B TOP OF THE WINDOW SILL SHALL A Model Numbers and shall be In accordance with R609 rx 4 BE A MINIMUM OF 24"ABOVE THE FINISHED 4 To be designed & installed as per manufacturers 1ST FLOOR PLAN FLOOR AND GREATER THAN 72"ABOVE THE 2ND FLOOR PLAN With an Attached Residential Buildings and Commercial Buildings O FINISHED GRADE OR OTHER SURFACES specification for 140 ultimate design wind speed With an Attached Motor Vehicle Related Occupancy SCALE: 1/4" = 1'-0" 11 = 1, and Table 301.2 2 , 301.2 3 m BELOW ON THE EXTERIOR SIDE OF THE SCALE: 1/4 1 -0 ( ) ( ) ED Aft Carbon monoxide detection shall be installed in a central or otherwise approved � L'y BUILDING. SHALL COMPLYAS FOLLOWS: Provide HP LOW-E glass; U = .30, SHGC = .29 location in each occupiable space in a commercial building and within 10 feet of 0 J , �A FIRE BLOCKING SHALL BE INSTALLED EGRESS: shall meet R 310 the entrance to sleeping areas and sleeping units in residential buildings S Smoke Detector fir, �'�� R312.2.2 WINDOW OPENING CONTROL DEVICES: IN ACCORDANCE WITH R302.11 and commercial buildings that: Carbon Monoxide Detector WINDOW OPENING CONTROL DEVICE SHALL THRU R302.11.2AND DRAFTSTOPPING WINDOW FALL PROTECTION: shall meet R312.2 co r� 1. Have a communicating opening with an attached motor vehicle related occupancy, O Refer to DWG-1 General Notes PER R302.12 THRU R302.12.1 MINIMUM EGRESS SIZE: 244 DH 3049 g p gna I COMPLY WITH ASTM F 2000. THE OPENING 2. Share one or more common walls with an attached motor vehicle related occupancy,or DEVICE AFTER OPERATION TO RELEASE THE p g story occupancy. In accordance with Section 915 of the Substitutions made upon meeting Code. 3. Are located one sto above or below a motor vehicle related occu anc 2020 IFC R314 R315 of the Residential DEVICE SHALL ALLOW THE WINDOW TO See page one, general notes for additional , rr. FULLY OPEN TO MEET THE CLEAR OPENING -�'D code of NYS ',�,�, �s��t� ,�� AS REQUIRE TO MEET EGRESS R310.2.1 code requirements. i I I CONT.RIDGE VENT TOP OF ROOF TOP OF ROOF 12 12 8 � 8 W ASPHALT SHINGLES z W GUTTERS&LEADERS Q AS REQUIRED TYPICAL Top of Pllate — _ — Top of Plate— _ — — - — W F- W F-1 0-00 (D 0 E OQ � 0� 0 �. � QC — - — Top of Subfloor _ — r- Top of Siubfloor � — _ — Top of P'lat_e— _ — _ — Top of Plate— _ — — Q U L- tW'^ 7W •C 0 vJ O O E60 co "- ' O o —WOOD STEPS AND LANDING El a. NF- O GRADE. HANDRAIL& GUARDRAIL IF REQUIRED Top of S;ubfloor _ r _ — BY IRC CODE _Top of Subfloor - — Top of Foundation- _ — —- _Top of Foundation_ — w o E p I I EEL 0 M d) a) :3 0 ci. t C w E t� 0 v Q L FINISHED GRADE a a o u, c C � 0,5 R303.8 Exterior Stairway Illumination _ ; ; 2.o•v- °- c°, v ;;o Y Exterior stairways shall be provided with artificial light source p c a U M Y ;a n Y o located at the top landing of a stairway.Exterior stairways ' a)•. E c 3 , �,.a o c 3 00 Window well-T �c 0 c E 3 ° ° providing access to a basement from the outdoor grade Ty ° o 0 0 o c m-t level shall be provided with an artificial light source located connect to 4"drain a)aa) . a� c � w at the bottom of the stairway. to drywell as per ; ; ; m �' r m c site plan by others. t n� o t c L a�ai o o 2� m c Top - - _ - - — E Et c . a) O Lof Footing Top of Footing zE a ,;No _ Q C aE m co 04 QNcoQQ ='a = Q N F otoma' F- mE6. a REAR ELEVATION RIGHT ELEVATION SCALE: 1 /4" = 1 '-0" . SCALE: 1 /4" = 1 '-0" TOP OF ROOF TOP OF ROOF CONT.RIDGE VENT - - - - - - - - - - - - - - - - - - - - - - - - - - - - TOP OF ROOF 12 12 87 � 8 ASPHALT SHINGLES GUTTERS&LEADERS AS REQUIRED N ❑ TYPICAL p W Tiop of Plate— — 12 — _ Top of Plate ►'- z � z 12 I W o m W 1 fn i W — J LIJ o O ❑ tU c0 0 °0 co I I J, 1�1 0 12 o ICI Tiop of Subfloor r- — 5 — _ e-- _ Top of Subfloor Tiop of Plate— — — _ — - Top of Plate T M' N N -- 01� co 00 Q U C.NZ o ct Tiop of Subfloor _ — r _ — — - �— - Top of Subfloor 10 Tiop of Foundation_ — _ — -— - - — Top of Foundation �' 1 O - - - on `/ cz -----i i---- ��E R U ' � � WINDOW WELL - i TYPICAL FRONT ELEVATION -1 ;�� P J �`'�Qy�'� L LEFT ELEVATION SCALE: 1 /4" = 1 '-0" SCALE: 1 /4" = 1 '-0" Top of Footing — — — _ Top of Footing r `r. I r C'Or1TIrJU�U3Li'�HE-THED E .�.GED'.' -.LLut1E � BRACING METHOD BRACED WALL PANEL.a CS-WSP CIONTINUOUSSHEATHING / VNDOD STRUCTURAL PANEL PER PLAN BRACED WALL LINE 1-1 1-2 1-A 1-B 2-1 2-2 2-A 2-B l �f DETAIL #1 ON DWG-2 TABLE R602.10.4 page 185 BRACING METHOD CS-WSP/CS-PF CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP f / i / CS-P F CONTINUOUS SHEATHING PORTAL FRAME BRACE WALL LINE SPACING(FT).b 17 17 32 32 17 17 32 32 DETAIL#3, DWG-2 TABLE R602.10.5 page 187 MINIMUM PANEL LENGTH(inches) 24"116" 24" 24" 24"j 24" 24" 24" 24" HOLD- �Er D`' n TABLE R602.10.3 1 Page 180 REQUIRED BRACING LENGTH =u•,E� DE'.`ICE @R-,C:ED t`.•=LL P�.r lEL�.T GB GYPSUM BOARD O 9 (FT) 7.8 7.8 13.8 13.8 4.6 4.6 14 14 act^E E =T e..�:�a==.'c_:�=uu•.e Et1D OF EF:=CE6':;=.LL uIJE END CONDITION 1 END CONDITION 2 BRACED WALL NOTES: TABLE R602.10.3(2)Page 181 WIND ADJUSMENT FACTORS a,b,c r0l,-11.!Out'' ��E`-NEv.. Z -, _ L�p •-0-•-- v',r,., �_� •��c r E= REFER TO D)Ei;ILS ON DWG-2 1. EXPOSURE CATEGORY 1 1 1 1 1 1 1 1 W - - FOR HOLDOIWNS,STRAPPING, BRACED WALL DIAGRAMS AND DWG-1 2. ROOF EAVE TO RIDGE HEIGHT 1 1 1 1 1 1 1 1 FOR NAILING SCHEDULE. ALL BRACED WALL PANELS SHALL BE FULL-HEIGHT 3. WALL HEIGHT 9 1 .9 1 .9 .9 .9 g rr^^ SECTIONS OF WALL WITH NO VERTICAL vJ j OR HORIZONTAL OFFSETS. W - - - _ - 4. NUMBER OF BWL PER DIRECTION 1 BWL LL BRACE WALL LINE 5. ADDITIONAL 8001b HOLDOWN DEVICE EL E: 6. GYPSUM BOARD OMITTED ry V E' F-J•E'_ , 1. BRACING REQUIREMENTS AS PER TABLE R602.10.3(1) END CONDITION 3 - END CONDI T10N 4 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 7. GYPSUM BOARD FASTENING 0 ch 3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7 L.L..N OT ::'•rr.uc.�L'`rcir `" C`REQUIREMENTS 4. EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE ` � 7 " ` ` " SHALL BE OFFSET NOT MORE THAN 4 FEET. 8. HORIZONTAL BLOCKING IS OMITTED 2 2 2 2 co U L Return panel: 24" fc, braced Yva'I Ines sheathed w'th 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL (^ .F.r THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. RESULT REQUIRED BRACED WALL LENGTH(FT) 14 15.6 12.5 13.8 8.3 8.3 12.6 12.6 O ` D ti':rcod st'Uctura' parle?s 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH .6 cv r )1 _ 32" fc, braced wa" Ines sheal'ied ti^VI END OF A BRACED WALL LINE: TABLE R602.10.5 page 193 ADJUSTED LENGTH 1,5 x ACTUAL (FT) 2l„ ` Q structural f berboald 7. THE DISTANCE BETWEEN AO�JACENT EDGES OF BRACED WALL Q PANELS SHALL BE NOT GREATER THAN 20 FEET AS PER FIGURE ; Distance D: 24"fc- braced wa'l Hies slieaPied v,,'th R602.10.2.2 PER PLAN BRACING LENGTH PROVIDED (FT) 16.16 18.9 16 16 16.7 15 16 16 - wood structural pane's COMPLIANCE YES/NO Y Y Y Y Y Y Y Y � 0 32" fc, braced v.,a" Ines s'iealhed with W W '� O structura' f berboard U) zG U) 's°=1 F;;E�` a.Linear interpolation shall be permitted O O `- t b.Where three or more parallel braced wall lines are resent and the distances between adjacent braced wall lines are different, ^ END CONDITION 5 Hold-dawn 800 lbs capacr v fastened to the edge of Vie � the average dimension hall be permitted to be used for braced wall line spacing. l L.J.. T LO 0 device: braced %%--a`.l pane!closest to the caner and _y� to the foundation or floor framing be'cw ABBREVIATIONS; BWL=BRACED WALL LINE, O N BW=BRACED WALL, ry 0 For Sh i inch=25.4 mm, 1 foot=305 mm,11b=4.45N CS-WSP=CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL N O FIGURE R602.10.7 CS-PF=CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION 1- END CONDITIONS FOR BRACED WALL LINES WITH CONTINUOUS SHEATHING L � ECn aoi � 0''Ey 5 0 rLO. c tE E `O TO, E ;� U Q U m w A D C C�� O O U P to (p m d N O C C V C0 U m .L-+ L O gym, N O.s C O O N m O IL N.O O a U w y U 0 U Y aciw2co ;m>Crn0C mJrD I JSm, I' I O�-N N o C m LyNa�t ` N ,0o=4'-0" 32'-0" 4'-0" LM 0 a E 4'-10" 32'-0" 4'-0" u v o o o ° o `'t° I� , a? o o=� Z _m c o n L U'y... O L= E U O C 2'C U L 6 C U C I 4-2/a a` M8 = te in a ' s " t c aE m ma o o 7'-7��° I I- Uwm � r- mE8LSon 5'-0" I 40 40 a » � Lc � m ' CS-WS cs-wsP P CS-WSP I CS-WSP CS-WSP CS-WSP CS-WSP a , U) a m , I ai o , , v s 3: o Ch V L i L) , ct U BWL 2-1 ' - - - - - - - - - - - - - - - - - - - - - - - - - - - I BWL 1-1 - - - - - - - - - - - - - - ' - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -a ' I � o ( o U I v o v , N LLI I- _ I ___ „ O Z --- --- I 9 W P o ------- , ' - W W 4 a ------- I W W < ------- I U) Ch - -- IBO .----- -------------- ------ C i a -------_ v I U ' --- I BWL 2-2- - - - - - - - - - - - - -I-- - - - - - - - - - - U � ------- BWL12 - - - - - - -- - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - - - - - T - a I uai C ; CONTINUOUSLY SHEATHED o I CL PORT�L FRAME.SEE DIET T 3 I (n va , CLOS v o o zt :4 U , , FION DWG-2 AND , d U I ' URE R602.10.6.4 -� ' an 2-2x10 i r I CS-WSP CS PF CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP I I ( I CS-WSP O � z � Ubl) -O T-5'/z" 3'-2'/" 14 3'-2'/2" I 14 2'-6'/" I 4'-1 V/2" 2'-5,/.„ 3-2,/z„ 3'-2/2" I 2-6' „ s~ lx ct 4_.0 32'-0" 4'-0„ 4'-0" ' 32'-0" ' 4'-0„ .` ED AF?C U 2ND FLOOR WALL BRACING PLAN 1ST FLOOR WALL BRACING PLAN N��`�,�.y�°A SCALE: 1/4" = 1'-0" '• SCALE: 1/4" = 1'-0" I i GENERAL CONSTRUCTION NOTES 14a. Draftstoppping material R302.12shall be as follows: TABLE P3201.7 TRAP SIZES FIOR PLUMING FIXTURES MIN. UNIFORMLY DISTRIBUTED LOADS In combustible construction where there is usable space both above and below the concealed space FASTENING SCHEDULE 1. All construction shall conform to the 2020 Residential (Code NEW YORK STATE. of a floor-ceiling assembly, draftstops shall be installed so that the area of the concealed space does PLUMBING FIXTURE TRAP SIZE as adopted by New York State May 12, 2020, not exceed 1,000 square feet. Draftstopping shall the concealed space into approximately USE LIVE DEAD BASED ON TABLE R602.3(1) NAILING SCHEDULE l5 LOAD LOAD Additional Code Compliance; equal areas.. Draftstopping shall be provided in the fallowing locations: MINIMUM i 2020 Energy Conservation Construction Code of New,York State, the 1. Ceiling is suspended under floor framing. inches Uninhabitable attics without storage 10 NUMBER AND TYP 2020 Building Code of New York State; Plumbing code; Fire code; Mechanical code; 2. Floor framing is constructed of truss-type open-web or perforated members. DESCRIPTION SPACING AND Bathtub (with or without shower hiead Uninhabitable attics with limited storage 20 10 OF FASTENER LOCATION 0�1 ' 6 2�� Fuel gas code; Existing building code; Property maintenance code. �. ALL CODES shall supercede the drawings and shall b)e incorporated into the 15. No backfill shall be placed against the foundation walls and/or whirlpool attachments 1-1/2 ITEM ROOF FRAMING drawings WHETHER they are indicated on the Plans or NOT. until the first floor framing is in place or brace the foundation Bidet 1-14 Habitable attics&attics served with fixed stair 30 10 , 4-8d BOX (2-1/2") Clothes washer standpipe 2 Balconies(exterior)and decks 40 10 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON EACH OR EACH RAFTER,TOENAIL 't 0 Additions,Alterations& Renovations: shall conform writh Appendix J 16. Double joists under parallel partitions and under whirlpool tubs. Double around openings in floor and roof framing. Dishwasher on separate trap) 1-1/2 Fire escapes 40 20 2 CEILING JOISTS TO TOP PLATE 4-8d BOX (2-112")OR 3-8d COMMON EACH JOIST,TOE NAIL 2. Written Dimensions take precedence over scaled dimrensions Floor drain 2 Guards and Handrails 200 CEILING JOISTS NOTATTACHED TO PARALLEL 4-10d BOX (3")OR �5 �"�,• Metal flashing shall be installed were concrete abuts wood, ( p 3 RAFTER LAPS OVER PARTITION TABLE R802.5.2 3-16d COMMON(3-1/2") FACE NAIL A 17 KI E.ei�'Ti8 &� 3. The contractor prior to the start of construction shall verify all Kitchen sink (one or two traps, wilth or E p y and were decks abut house framing. Guard in-fill components 50 CEILING JOISTS ATTACHED TO PARALLEL dimensions, existing or new and be responsible for field fit. without dishwasher and food waste disposer) 1-1/2 4 RAFTER HEEL JOINT SEE TABLE R802.5.2 FACE NAIL t ./a gir- 18. Install joist hangers at all flush structural load bearing conditions. Laundry tub (One Or more COmpalrtments) - passenger vehicle garages 50 5 COLLAR TIES 4-10d BOX (W) OR 4. The mechanical systems, electrical systems, plumbing systems and solar energy systems, OR 1-1/4"X 20 a RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER shall be installed in accordance under latest State approved Building Codes. 19. All habitable rooms shall be provided with aggregate glazing area of not less 8 percent of the Lavatory -1/4 Rooms other than sleeping rooms 40 10 All systems are to be designed, installed, &specified b the general contractors; HVAC, 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND y g p y g floor area of that room,and the minimum openable area to the outdoors shall be 4 percent of Shower (based on the total flow rate through Sleeping rooms 30 10 4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE electrical or plumbing sub-contractors. the floor area being ventilated. Refer to Residential Code section R303 showerheads and bodysprays) OF EACH RAFTER OR TRUSS U j Electrical certificates are to be provided the electrical contractor. Flow rate: Stairs 40 20 4-16d OR U 5. All New Footings shall bear on Virgin, undisturbed smil with an assumed bearing capacity 20. All window and door headers to be 2-2x10 unless noted otherwise. Roof 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 3-10d COMMON TOE NAIL 5.7 gpm and less 1-1/2 20 20 z of 2000 pounds per square Foot. All Footings shall be 36"below grade Minimum. It shall 21. Vent dryers to exterior as per Section Ml502 More than 5.7 gpm up to 12.3 gpim 2 3-16d BOX OR 2-16d COMMON END NAIL LU be the responsibility of the general contractor to veriffy the depth of all existing footings Vent range hoods as per Section M1503 disturbed by construction. Bathrooms/mechanical ventilation as per Section M1507 More than 12.3 gpm up to 25.8 glpm 3 ALLOWABLE DEFELECTION OF ALLOWABLE WALL FRAMING More than 25.8 gpm up to 55.6 glpm 4 STRUCTURAL MEMBERS DEFLECTION TABLE R401.4.1 subscript b:Where the building official determines that in-place soils 16d COMMON vJ p g p 22. Smoke Alarms: Shall be listed in accordance with UL 217, installed as per the Section 314 Rafters having slopes greater than 3/12 with $ STUD TO STUD(NOT AT BRACED WALL PANELS) (3.5"x 0.162") 24"O.C.FACE NAIL with an allowable bearing capacity of less than 1,50(D psf are likely to be present at the site, and NFPA 72 .Shall be provided in each sleeping Room, outside of each separate sleeping no finished ceiling attached to rafters L/180 STUD TO STUD AND ABUTTING STUDS AT 16d BOX W the allowable bearingcapacity shall be determined b� a soils investigation. 9 1s"O.C. FACE NAIL N p y Y 9 area in the immediate vicinity of the bedroom and on each story of the dwelling, including INTERSECTING WALL CORNERS AT BRACED WALL PANELS (3-1/2"x 0.162") 11 Interior walls and partitions H/180 basement and cellars and not less than 3 feet from the bathroom door containing a 16d COMMON 6. Cast-in-place concrete shall be air entrained; 5% <71%total air content by volume and have bathtub or shower. Alarms shall be interconnected and hardwired to a commercial source. Floors (3-1/2"x 0.162') 16"O.C. FACE NAIL ALOING EDGES� an ultimate compressive strength at 28 days of 3000)psi. Except exposed slabs, WHENEVER an alteration,addition, or conversion is made to an Existing Residence, TABLE R302.6 L1360 10 BUILT-UP HEADER 11 CONTINUOUS HEADER TO STUD ( -5-8d BOX 2 1/2"X0.113" W ) TOE NAIL �/ (Il garage slabs and steps shall be 3500 psi. All work:shall be in accordance with chapter 4. the smoke detections stem of the ENTIRE residence must be brought u to code, All other structural memebers OR 4-8d COMMON VV All Concrete shall conform to the latest ACI standardis. y g p DWELLING - GARAGE SEPARATION L/24o � hardwired and interconnected. SEPARATION MATERIAL Exterior walls with stucco finish H/360 12 TOP PLATE TO TOP PLATE 16d BOX(3-112"x 0.162) 16"O.C.FACE NAIL O Q M R404.1.3.2; Reinforcement for Foundation Walls: SSteel reinforcement shall comply with 23. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 8-16d COMMON(3-1/2") FACE NAIL ON EACH SIDE OF END O- O the requirements of ASTM A 615,A 706 or A 996. of the 2020 fire code of NY. Shall be Installed outside of each separate sleeping area FROM THE RESIDENCE AND ATTICS NOT LESS TH,iAN TH -INCH GYPSUM OR Exterior walls-wind loads/brittle finishes L/240 13 DOUBLE TOP PLATE SPLICE OR 12-16d Box(3-1/2") JOIST(MIN OF SPLICE LENGTH (n -� Z Minimum yield strength of reinforcing steel shall be:440,0000 psi(grade 40), p p g EQUIVALENT TO THE GARAGE SIDE EACH SIDE OF END JOINT) ( V in the immediate vicinity of the bedrooms. combination carbon monoxide Exterior walls-wind loads/flexible finishes L/140 -I--� required reinforcement shall bls in accordance with Taable R404.1.2 1 thru and smoke alarms shall be permitted in lieu of carbon monoxide alarms. NOT LESS THIAN 5/8"-INCH TYPE X GYPSUM BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3-1/2")OR 16"O.C. FACE NAIL q ( ) p FROM HABITABLE ROOMS ABOVE THE GARAGE 14 � R404.1.2(9), BOARD L=span length,H=span height OR BLOCKING(NOT AT BRACED WALL) 16 BOX(3-1/2") 12"O.C. FACE NAIL L.L.. All CO alarms shall be connected to the lighting circuit with no intervening wall STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIES 15 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C.FACE NAIL �(� v 0Location of Reinforcement:The center of vertical reinforcement in basement walls shall be switch with battery backup. Battery-powered alarms are not allowed. USED FOR SEPARATION REQUIRED BY IRC-R302.6 NOT LESS THIAN 1/2 -INCH GYPSUM BOARD OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 16"O.C.FACE NAIL located at the centerline of the wall determined from Itables R404.1.2(1)through R404.1.2(9). TABLE R802.5.2 Vertical reinforcement in basement walls shall be located 24. WALL BRACING: Buildings shall be braced in accordance with NOT LESS THIAN 1/2"INCH GYPSUM BOARD RAFTER/CEILING JOIST HEEL CONNECTION 16 TOP OR BOTTOM PLATE TO STUD 3-16d BOX 2-16d COMMON GARAGE LOCATED LESS THAN 3 FEET FROM A END NAIL � to provide a maximum cover of 1-1/4 inches from the inside face. section R602.10.4.2 Continuous sheathing method. DWELLING UNIT ON THE SAME LOT APPLIED TO Tf HE INTERIOR SIDE OF W w •� 0 End conditions for braced wall lines for the continuous sheathingshall conform EXTERIOR WALLS THAT ARE WITHIN THIS AREA RAFTER RAFTER GROUND SNOW:20 PSF 3-10d BOX �n z (n 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS FACE NAIL v� R404.1.3.2; Concrete basement foundations shall have horizontal reinforcement as follows: to Figure R602.10.7. Braced wall panel connections SLOPE SPACING 2-16d COMMON O O Based on Table R404.1.2(1)- (includes basement erntrances and window wells) shall comply with nailing schedule and Figures R602.10.8(1)&R603.10.8(2) OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 ATTACHWENT OF GYPSUM BOARD ROOF SPAN 3-8d BOX 4- Less than 8 foot Wall Height: One#4 bar within 12 iinches of the top of SHALL COMPLY18 1" BRACE TO EACH STUD AND PLATE WITH TABLE R702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSCUM BOARD SHEATHING, z-ad COMMON FACE NAIL LO O wall and One#4 bar near mid-height of wall. 25. WIND DESIGN:shall be as per R301.2.1 A continuous load path shall be 12 FT 20 FT 28 FT 36 FT 0 = N C Greater than 8 foot Wall Height: One#4 bar within 1:2 inches of the top of provided to transmit the applicable uplift forces in section R80211.1 from the RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS FLOOR FRAMING wall and One#4 bar near the third points in the wall story. roof assembly to the foundation. SHALL MEET ASTM El 19 AND FIRE STOPPING PER ASTM E814 OR UL 1479 [NUMBER OF 16D COMMON NAILS W 00 7. Base design value for visually(graded dimensional lumber:Joists, studs Rafters and All 26. Asphalt Shingles: Shall comply with ASTM D 3462. Wind resistance of 3: 12 16"O.C. 5 8 10 13 21 JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST 4-8d BOX pER JOIST-TOE NAIL � � N 3-sd COMMON Framing lumber shall be DOUG-Fir Larch#2 or better, E= 1,600,000 asphalt shingles shall be tested in accordance with ASTM D 7158 and classified 22 RIM JOIST,BAND JOIST BLOCKING TO SILL OR TOP 8d COMMON 6"O.C.TOE NAIL Min. Fb for dimensional lumber=850 psi. as per Table R905.2,4.1 of the NYS Residential Code, TABLE R301.2.1.2 Windborne Debris prottection 4: 12 i6"O.C. 4 6 8 10 PLATE(ROOF APPLICATIONS ALSO) 10d Box Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. Fasteners for asphalt shingles shall be galvanized or stainless steel, aluminum or Fastening Schedule for wood structural paanels 5:12 16"O.C. 3 5 6 8 BLOCKING TO JOIST 2-10d Box C o Including but no limited to: Deck Framing, Posts, Headers, Girders&Ledgers. copper roofing nails, minimum 12 gage shank with a minimum- 23 2-8d COMMON EACH END = P.N 3/8"inch diameter head. The fasteners shall penetrate through the roof sheathing 7: 12 16"O.C. 3 4 5 6 o E N 8. ALL EXTERIOR LUMBER Shall be ACQ requiring thie following: Fastener Panel Span Panel Span Panel Span a-i sd BOX CD m ° q 9 9 and comply with ASTM F 1667. Minimum number of fasteners as per manufacturer 24 BLOCKING TO SILL OR TOP PLATE 3-16d COMMON TOE NAIL d m o � o a Type Less than or less than or less than or w.- L �, �, °.. a.) All Fasteners shall be Hot Dipped Galvanized-1ASTM A 153 class D but not less than 4 per strip. 9: 12 16' O.C. 3 4 4 5 o t rn° o o o 0 ° or stainless steel. equal to 4 feet equal to 6 feet equal to 8 feet 3-16d COMMON E ° 25 2" PLANKS PLANK&BEAM FLOOR&ROOF AT EACH BEARING,FACE NAIL b.) Use Copper flashing Only against ACQ Lumber-Sill Plates 27, Flame Spread Index: R302.9 12:12 16"O.C. 3 3 T4 4 ( ) 4-10d BOX w o y rn -o t Q ' `o c. All Structural connectors i.e. Simpson stron Trey or USP,etc wall and ceiling finishes shall have a flame spread index<_200 No 8 Wood screw iu o �' g g 16 inches 10 inches 8 Inches 26 BAND OR RIM JOIST TO JOIST 4-10d BOX PER JOIST m 2.2 0 n o w u shall be Hot-Dipped Galvanized or Stainless StEeel. Insulation material,vapor retarders within roof,floor,wall, ceiling assemblies based anchor with THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE 3-16d COMMON a-u °Y a�2 a E Y m Y &attics shall have a flame spread index<_25 2 inch embedment on Center on center On Center BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS °E'�' E o Cr a o r 3 len ht 10d BOX 24"O.C.FACE NAIL TO TOP&BOTTOM °' ° 3 r E E z'3 C 9. All Engineered Wood Products such as"Trus Joists, Micro-Lam, etc"shall be g LOCATED HIGHER IN THE ATTIC THE HEEL JOINT 27 BUILT-UP GIRDERS AND BEAMS STAGGERED ON OPPOSITE SIDES "- o o c o L-R o t installed in accordance with the manufacturers latest installation details, Smoke-developed Index: R302.10 CONNECTION SHALL BE INCREASED AS FOLLOWS: ° CL_>, E w ` N �, Framing connectors,Allowable Hole diagrams,specifications, etc. wall and ceiling finishes having a smoke-developed index s 450 No 10 Wood screw 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 4-16d BOX EACH JOIST OR RAFTED,FACE NAIL � •9; J_ �°g o E "Micro-Lam"Design Stress: E= 1.9, Fb= 2,600 psi, Fv= 285 psi Insulation material,vapor retarders within roof,floor,wall, ceiling assemblies H c / H r HEEL J01NTAJDUSTMENT FACTOR 3-16d COMMON L n c Cc o 0 o E m o "Parallam PSL"Design Stress: p p p based anchor with 16 inches 12 inches 9 inches E ° ff o ° 2 � E =2.0, Fb)=2,900 psi, Fv=290 psi &attics shall have asmoke-develo smoke-developed index<_450 tested with ASTM E 84 or UL 723 2-10d BOX(3") OR °f ° E° °'_E o "Anthonyower Beams Design Stress; E=2.1, Fib=3000 psi, Fv=300 psi 2 inch embedment on center on center on center 29 BRIDGING OR BLOCKING TO JOIST EACH END, TOENAIL t - m y p p 1 / 3 1.5 2-8d COMMON(2-1/2r'7 ) � - N E = Q7 U w 28. SWIMMING POOLS. Shall conform to Section R326 lenght 1 / 4 1.33 E ¢N = ° o 10. R310.2 EMERGENCY ESCAPE AND RESCUE: Reequired in BASEMENTS, WOD STRUCTURAL PANELS,SUBFLOOR, r o ='o= s Q) 2 8 each sleeping rooms in basement, habitable attics, and every sleeping room 29. SOLAR READY DWELLINGS: Shall conform to Section R324, including but not limited to: 1 / 5 1.25 ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND ° m m Er i E o` o o_ shall have at least ONE operable emergency escape opening as follows: Solar ready roof zone area of not less than 300 sq.ft.Access and pathways, roof access points, PARTICLE BOARD WALL SHEATHING TO FRAMING a.This table is based on 180 ultimate design wind speed and a 45-foot Irnean roof height. 1 / 6 1.20 Sill height of not more than 44 inches above finished floor. ground access areas, panels shall not be located less than 18"from a valley SPACING OF FASTENERS A. Minimum net clear opening of 5.7 square feet, b.Fasteners shall be installed at opposing ends of the wood structural peanel. DESCRIPTION N NUMBER AND TYP z Except grade floor openings shall have a minimum net clear A permanent certificate indicating the"solar-ready zone"and other requirements of Fasteners shall be located a minimum of 1 inch from the edge of the pan TABLE 802.11 PANEL EDGES SUPPORTS GABLE END WALL FRAMING panel. TABLE ELEMENTS OF FASTENER INTERMEDIATE ROOF SHEATHING Q opening of 5 square feet. this section shall be posted near the electrical panel or water heater by the builder. pi c.Anchors shall penetrate through the exterior wall covering with an embbedment length of RAFTER UPLIFT CONNECTION FROM WIND 6d COMMON(SUBFLOOR,WALL B. Minimum net clear opening height shall be 24 inc:hes. p g g g 3/8"- 1/2" ) I- not less than 2 inches into the building frame. Fasteners shall be locatedd not less than 30 8d COMMON(ROOF) 6" SEE NOTE A 6' W W..� C 5 C. Minimum net clear openinc,width shall be 20". The main electrical panel shall have reserved space for a dual pole circuit breaker 2-1/2 inches from the edge of concret block or concrete. RAFTER ROOF EXPOSURE C "-J LL) D. emergency escape and rescue openings shall be operational for future solar electric installation and labeled"for future solar electric", 31 19/32"-1° ad COMMON 6" SEE NOTE A 6'"' Z z J_ > O from the inside of the room without use of keys or tools. SPACING SPAN d.Where screws are attached to masonry or masonry/stucco,they shall be attached (FEET) ULTIMATE WIND SPEED Q J Z Q WHERE Basement contain more than one or more sleeping rooms, 30. EXTERIOR DECKS:Exterior wood decks Shall conform to Section R507 using vibration-resistant anchors having a minimum ultimate withdrawal(capacity of 1,500 pounds. +.� r 1-1/8 1-1/4 10d COMMON NAILS an emergency escape opening shall be provided for EACH sleeping room. 130 140 32 6" 12" W O F-Z M Emergancy escape and rescue opening shall open directly to the outside 31. NEW Construction/Additions&Alterations: Exterior glazing in buildings located in Wood-Borne debris regions shall I ROOF PITCH ROOF PITCH = W U Q E It shall be the responsibility of the General contractor or his subcontractors to submit be protected from wind borne debris. FIB STRUCTURAL CELLULOSIC 1-1/2"GALV.ROOFING NAIL 3" 6" EXCEPTION: Grade floor or BELOW grade floor openings shall have in detail the design,calculations,drawings,written statements of the mechanical, Glazed opening protection shall meet the Large Missle test ASTW E 1996 <5:12 a 5:12 <5:12 a 5:12 33 FIBERBOARD SHEATHING z N a net clear opening of not less than 5 sgware feet. air conditioning,ventilation. heating systems new,existing or upgraded) and the ASTM E 1886 as modified in IRC section 301.2.1.2.1 g Y ( 9 pg ) 214 201 263 247 5/8' STRUCTURAL CELLULOSIC �� 11J 0- stamped gGarage door glazed opening protection for wind borne debris shallll meet 16"O.C. 12 34 FIBERBOARD SHEATHING 1-3/4"GALV ROOFING NAIL 7 7 _I W stamped by a professional engineer if required by the Owner or Building Dept. ANSUDASMA 115. Areas within hurricane prone regions: (D Q, 11. STAIR HANDRAIL: R311.7.8 Provide Handrail on at least one side of each (1). within 1 mile of the coastal high water line were the ultimate I design 16"O.C. 18 277 259 342 322 35 1/2" GYPSUM SHEATHING 1-1/2"GALV.ROOFING NAIL T' 7„ continuous run of treads or flight with FOUR OR MOIRE RISERS. wind speed is 130 miles per hour or greater. Handrail Height measured above stair tread nosing, shall not be less than (2). In areas where the ultimate wind design speed is 140 MPH oor greater. 16"O.C. 24 340 318 422 396 5/8" GYPSUM SHEATHING 1-3/4"GALV.ROOFING NAIL 7" 7" 34 inches and not more than 38inches. All Handrailes shall be continuous EXTERIOR WALL WOOD STRUCTURAL PANELS the full length of the stair from a point directly above the top riser of a flight I�-- 6" DIAMETER -�► A. EXCEPTION: 16"O.C. 28 348 358 476 446 r TABLE R602.31 3 (D to a point directly above the lo'�nlest riser of the flight., Handrails adjacent to Wood Structural panels with a minimum of thickness of 7/16 inch arnd a maximum span TO RESIST WIND PRESSURES 1= a wall shall have a space of not be less than 1-1/2 iinches between the wall of 8 feet shall be permitted for opening protection.Panels shall be pprecut&predrilled to 16"O.C. 32 427 398 529 496 and the handrail.see code for exceptions. Refer to Code for grip size specifications. cover the glazed openings with attachment hardware provided in thne table below. MINIMUM NAIL MIN WOOD MIN.WOOD WALL NAIL SPACING C CONSTRUCTION TYPE Label all panels and store in a clean dry area of the house. 16"D.C. 36 469 438 538 547 NAIL SIZE PENETRATION STRUCTURAL STUD PIT CONSTRUCTION "III", ION OR"V„ Attachments shall be provided in accordance with the table as folloNws: STRUCTURAL PANEL N 12. GUARDS: R312 Porches, balconies or raised floor surfaces located more than 30" 16"O.C. 42 535 499 664 622 PANEL SPAN RATING THICKNESS SPACING EDGES FIELD N o = W above the floor or grade below shall have a railing n(ot less than 36 inches in height. Railings shall have Top rails and Baluster and Bottom rails that are 16 OO.C. 48 599 559 745 697 sd COMMON NAIL 1' O ,� ~ �' REFLECTIVE RED (2.5"X0113") 1.50INCH 24/0 7/16'OR 1/2" 16" O.C. 6" 12" t` _V Z NO MORE THAN 4 INCHES APART. EXCEPT:the Itriangular openings formed PANTONE#187 by the riser,tread and bottom rail of the guard rail at:the open side of a stairway 8d COMMON NAIL W T (n are permitted to be of such a size that a 6 inch spherre cannot pass through. (2.5"x 0131") 1.75 INCH 24/16 7/16"OR 1/2" 16" O.C. 6" 12" 00 C) > co Q DESIGN CRITERIA TABLE 507.9.1.3(1) Open sides of stairs with a total rise of more than 3C0 inches above the floor or � 2 W� M � LLI grade below shall have guards not less than 34 inches in height measured DECK LEDGER TO BAND JOIST CONNECTION INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 W _I vertically from the nosing of the treads. REFLECTIVE Winds speed: 140 U � N Co U WHITE FIELD p JOIST SPAN W W ` 13. WINDOW FALL PROTECTION: Were the top of the:sill of an operable window --- No Of stories: 2 CONNECTION GYPSUM BOARD GYPSUM BOARD FRAMING SPACING OF FASTENERS CB M cV W DETAIL <6' 6'1"TO 8' 8'1"TO 10' 10'1"TO 12' THICKNESS APPLICATION ORIENTATION TO MEMBERS SIZE OF NAILS n TO WOOD(FRAMING opening is located LESS than 24 inches above the lfinished floor and GREATER 7/16 min. structural plywood Mean Roof Ht: t FRAMING SPACING NAILS scREws than 72 inches above the finished grade or other sulrface below on the exterior 1/2"DIA. LAG SCREW of the building,the window must be provided with a window opening control device -" Panel, Attached to Roof pitch: per plan 30" 23" 18" 15" „ CEILING EITHER DIRECTION 16"O.C. " DESIGNATION FOR STRUCTURAL Bldg L &1/2"MAX. SHEATHING 112 7 12 5d COOLER NAILS that compiles with R312.2.2 Window Opening Control Devices. " Frame in accordance g Length per plan WALL EITHER DIRECTION 16"O.C. 8 16 COMPONENTS THAT ARE OF 1/2 1/2"DIA.THRU BOLT TRUSS TYPE CONSTRUCTION with Table R301.2.1.2 Bldg Width Per plan 36" 36" 34" 29" „ CEILING EITHER DIRECTION 16"O.C. 7" 12" &1/2"MAX. SHEATHING 5/8 sd COOLER NAILS 14. FIREBLOCKING AND DRAFTSTOPPING: Fireblodking shall be installed in STROKE of the residential code bldg aspect rattio: 3:1 WALL EITHER DIRECTION 1s"O.C. 7" 12" accordance with R302.11 thrU R302.11.2 and Draftstopping shall be "F" FLOOR FRAMING INCLUDING 2'1"TO 14' 14'1"TO 16' 16'1"TO 18' TYPE"X" AT 1-7/8'LONG 6d C(OATED NAILS OR installed per R302,12 thru R302.12.1 GIRDERS AND BEAMS of New York State Nailing Sched: Table R602.3(1) RW4VALL SCREWS. ' "R" ROOF FRAMING 1/2"DIA.LAG SCREW 5/8„ GARAGE CEILING PERPENDICULAR 16"O.C. 6" 6 EQUIVALANT D Fireblocking materials R302.11.1 shall be as follows;: BENEATH SCREWS SHALL COMPLY WITH &1/2"MAX. SHEATHING 13" 11" 10" HABITABLE ROOMS IRO SECTION R702.3.5.1 ri 1. Two-inch nominal lumber "FIR" FLOOR AND ROOF FRAMING 1/2"DIA.THRU BOLT Where the ultimate design wind speed is 130 mph or less,nails for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6"o.c. 2. 1/2"gypsum board WINDOW UNIT 3. Batts or blankets of mineral or fiberglas shall bre permitted for compliance UNDER SECTION 602 OF THE BCNYS &1/2"MAX.SHEATHING 24" 21" 19" Where the ultimate design wind speed is greater than 130 mph,nails for attaching panel roof sheathing to intermediate supports shall be spaced 6"o.c.for with the 10 foot horizontal Fireblocking in walls(constructed using parallel cV LEDGERS SHALL BE FLASHED minimum 48 Inch distance from ridges,eaves and gable end walls;and 4"o.c.to gable end wall framing. rows of studs or staggered studs. TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 4. cellulose insulation installed and tested in accorrdance with ASTM E 119 or NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD LAG SCREWS SHALL BE STAGGERED PER R507,2.1(1) rr ll UL 263,for the specific applications V f t ~ Applicant shall provide engineered wood placard I y >* O on or adjacent to electrical meter box for field inspection. TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES PLYWOOD STORM PANEL OF FOUNDATION MATERIALS Residential structures with Truss type construction, SHUTTER DETAIL Pre-Engineered Wood Construction And/or Timber Construction > M CLASS OF MATERIAL LOAD-BEARING PRESSURE for new dwelling and/or an addition,alteration Refer to General Notes for Panel ►h•--�� M o Crystalline bedrock 12,000 psf a sign or symbol designed Y enera ane n accordance with Title 19 NYCRR Part 1265 71� cc Sedimentary and foliated rock 4,000 psf shall be affixed on or adjacent to any electric box attached to the exterior fastener requirements. Sandy gravel and/or gravel (GW and GP) 3,000 psf of the structure for field inspection ® F-ti Sand, silty sand, clayey sand, silty gravel and clayey gravel M c3 (SW, SP, SM, SC, GM and GC) 2,000 psf Clay, sandy clay, silty clay, clayey silt, silt and sandy silt(CL, ML, MH and CH) 1,500 psf CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) O a.When soil tests are required by Section R401,4, WIND DESIGN SUBJECT TO DAMAGE FROM the allowable bearing capacities of the soil shall be!part of the recommendations. o WIND WINTER ICE SHIELD AIR MEAN GROUND SPECIAL SEISMIC SPEED TOPOGRAPHIC BORNE FEATHERING ROST LINE TERMITE DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL W b.Where in-place soils with an allowable bearing (rapacity of less than 1,500 psf LOAD SNOW WIND DESIGN(MPH) EFFECTS REGION DEBRIS CATAGORY DEPTH TEMP REQUIRED HAZARD INDEX TEMP are likely to be present at the site, the allowable bearing capacity shall be ZONE determined by a soils investigation. 20 LBS 140 NO NO NOM g SEVERE 31_011 MODERATE TO HEAVY 11 YES NO 1500 or less 52.1 M. In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the table. 0.[NYj The ground snow loads to be used In determining the design snow loads for roofs are given in Figure R301.2(6)for sites at elevations up to 1,000 feet. Sites at elevations above 1,000 feet shall have their ground snow load increased from the mapped value by 2 psf for every 100 feet above 1,000 feet. BUILDING DEPARTMENT STAMPS i TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL PANELS TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED ON WIND SPEED Extent of header(two braced wall segments) Outside Elevation • _ -•_• _ _•_• _ _ _ _•_ _ CO END JOIST RIM LENGTH RIM KING Extent of header(one braced wall segment) CONT INUOUS R FULL HEIGHT BLOCKING CON T INUOUS R ADDITIONAL FRAMING FULL HEIGHT BLOC r o • , ; ; METHOD WSP• EXTERIOR SHEATHING CONTINUOUS ALONG OR END JOIST MEMBER DIRECTLY ABOVE @ 16"OC ALONG ' I = n'-I = = . - - - - PER TABLE R602.3(3)-FASTENERS 6" OF BRACED WALL PANEL ,I I•I ICI I, ON EDGE, 12"FIELD, INTERIOR SHEATHING BRACED WALL PANEL Side Elevation BRACED WALL PANEL •I I•I I•I I' PER TABLE R602.3(1)OR R602.3(2) I I WARIES BY FASTENERS ( c 2-16d NAILS EACH SIDE a°�_ fasten king;stud to header with ,I I I l•I METHOD CS-WSP: ° ° ° ° Min.3"x 11-114"net header Header ° , , / 6-16d sinker nails •I I'I ✓ AS PER TABLE R602.3(3) ° ° ° ° shall occur at top of wall :I ICI EXTERIOR SHEATHING ATTACHED 8d @ 6"O.C.ALONG 8d @ 6"O.C.ALONG TOE NAIL 3-8d NAILS o,'. °° ,° ° ° ° ° ° �! fasten top plate to header with WITH Sd COMMON NAILS BRACED WALL PANEL 8d @ 6"O.C.ALONG AT EACH BLOKING MEMEBER a =gig two rows off 16d sinker nails .I (;O.131 X 2.5"LONG) BRACED WALL PANEL BRACED WALL PANEL 8d @ 6"O.C.ALONG Header shall be Top plate continuity is @ 3"o.c. .I BRACED WALL PANEL fastened to the required per R602.3.2 AT 6"O.C.ON EDGE AND 12" O.C. ° I king stud with Braced wall line ° I continuously sheated \ Minimum 4(000Ib header to jack-stud U IIN FIELD BRACED WALL PANEL BRACED WALL PANEL 6-16d sinker nails I BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL °� x Fasten sheathing to header with 8d common nails in 3 in.grid with 1/2"wood strap on bolth side of opening BRACED WALL PANEL INTERIOR FINISH: ca ;� structural panels 2 I•I I' SHALL BE MIN. 1/2"GYP.BD FASTENED 3-16d @ 16"CC ALONG ° °j I pattern as shown and 3 in,o.c.in all framing(studs and sills 3-16d @ 16"OC ALONG = E_ ) °j opposite side of sheathing z I I WITH NAILS OR SCREWS IN ACCORDANCE BRACED WALL PANEL 3 16d @ 16"OC ALONG 3 16d 16"OC EACH ° ' °' ;° °I LU I'I 1'I I' WITH TABLE R702.3.5 OR BRACED WALL PANEL BRACED WALL PANEL 3-16d @ 16"OC ALONG @ r Minimum 40001b header-to-jack-stud strap = I I TiABLE R602.3(1)FOR EXTERIOR WALL BRACED WALL PANEL BLOCKING MEMEBER b o 2', on both side of opening opposite side of °I I• occur ,I I,I _ _ _ _ _ _ SHEATHING o L °° sheathing and be Panel splice Iced to commaoln blocking over -I ;;; ; ; ; ;H. _ _ CONTINUOUS RIM OR CONTINUOUS RIM OR L -- Min. Double 2x4 framing covered with minimum _ within the middle 24"of the portal-- J. o�- _1 '= 4: x woo stru I sheat -- One row of 3'o ° ° ° ° °.,° ° rn - - - - Cl END JOIST °f 1l "t 'ck w cral pane hing leg height. c.nailing v J 'I I'I 2 hi Q I'I I• WERTICAL JOINTS IN PANELS SHALL OCCUR END JOIST m ° with 8d common nails @ 3"o.c.in all framing ° is required iin each panel edge. W •I I•I COVER AND BE FASTENED TO COMMON STUDS. (studs,blocking,and sills)typical if needed l.l.. .I 2-16d NAILS EACH SIDE ;° 2'to 18'(finished width) •I I,I I I I' H-IORIZONTAL PANEL JOINTS IN BRACED y I° Min Double 2x4 or Min.length 16" 2x6 King&Jack stud o 1l2"min.thickness wood structural W/� VWALLS PANELS SHALL OCCUR OVER per Table R602.10.5 panel sheathing .thicV 4) ,l INTERIOR''L` I,1 I, AND BE FASTENED TO 1-1/2"THICK FULL HEIGHT BLOCKING p Min double 2 x post I I'I I'I (COMMON BLOCKING ADDITIONAL FRAMING �_ e p CONTINUOUS ALONG LENGTH MEMBER DIRECTLY BELOW o �/ SPACING I. FULL HEIGHT BLOCKING i° No.of jack studs per ° 1. AC O.C.ALONG �".. Table R602.7(1&2) � L.!_ O 1 I I I I OF BRACED WALL PANEL BRACED WALL PANEL @ Min.(2)2x4 typ, .I II I•I �x 4 or 2 x 6 STUD WALL BRACED WALL PANEL ; •I I•I I•I I• instaledpersDectonR40316ameter s X BOTTOM PLATE with 2"x 2"x 3/16"plate washer /�/�� V •I I•I I•I I• o IEDGE SPACING -6 8 " FIGURE R602.10.8(1) FIGURE R602.10._ (2) Z3 •I I I 1 I I• BRACED WALL PANEL CONNECTION WHEN BRACED WALL PANEL CONNECTION WHEN � Q U O J.J .� Z_ _ _ • PARALLEL TO FLOOR/CEILING FRAMING PERPENDICULAR TO FLOOR/CEILING LZ FRAMING ❑ U FASTENING REQUIRZEMENTS FOR W Z •— O cnz � � BRACED WALL PAI�IEL AS PER METHOD CS - PF: CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION - FIGURE R602.10.6.4 0 o LO O TABLE R60 2�.3.(3) 2 o = N C: CEILING(OR FLOOR JOIST DIRECTICON Simpson ---- 1-1/4" gals. x 20 gage N F- ENDWALL—► ENDWALL H2A Stud To Rafter coil strap with (5) 8d common Connector Were the distance is SIMPSON H2A nails in each end at each rafter;. N N between 9-1/4"to 15-1/4" at each Rafter. Withcn FLOOR AND CEILING JOISTS Typical Metal lbra7cedwall king @ E.2 DIMENSIONAL LUMBER OR ENGINEERED WINDOW HDR (5) 8d x 1-1/2" nails in Rafter 4 Ft Perimeter o o N A Strapping _ panels „ �� A JOISTS-SEE PLANS at Openings N (2) 8d x 1-1/2 nails in plate 4 o.c. Zone Panel Field PROVIDE@STRUCTURAL RIDGES =,6 Horizontally attached 5 8d x 1-1/2 nails in Stud Nails spacing _ a �- n �« wE c; No `ow Each Rafter on Each side b � m o � � _ �, ° ( ) p g Nailing-See Nailing s= � _ ° L) c a plywood sheathing of Ridge to have a Simpson c c z min BLOCKING shall have Solid Blocking w o o ani Lo-, &,c°-,r `o TYPICAL @ all Plywood Joints Schedule Dwg-1 AT 48"oc LSSR skewable hanger. .�.o 0 0� U� � �--U Y 2-BAYS IN SIMPSON H2A = N` y >a 1 a-L o Solid blocking between at each Rafter. With 1-1/4" x 20 Gage Metal Coil a w y s 3 �3 C BLOCKING @ 48 INCHES ON CENTER g c.-,� °L n, u rafters attached to top (5)8d x 1-1/2 nails in Rafter .,� _ a , a °'0 Strap with (5)-8d common nails o = N o w =" plate with 8d nails @ 6 o.c. (2) 8d x 1-1/2 nails in plate ° •� �, N 2 - 2 SECTION A-A ,. in each end. catch jack studs ° �„ s - N W �.3 o E along length of braced wall (5)8d x 1-1/2 nails in Stud Look Out Blocks ° �... �, Las = = .° o ° _ `o Comer Holdowns ° c o. o >_ Refer to plans Less than ° ��: o '� c an window or door Header. 5" panel. .� ° _ w = C END WALL BLOCKING DETAIL for locations NEqual ° ��, E ` -.N s vi c U if required Typical each side and ALL Gable End Wall ° `�; .Z G Q N c _ ° Or o r a E m o a M " °L N FOR FLOOR AND CEILING BRACING q windows and doors. , RIM JOIST El BLOCKING BETWEEN RAFTERS (d BRACED WALL PANELS t0 12" L o = = z = o ° s o ` I- Urnma F- mEn�on NTS 602.10.8.2 (1) NTS RAFTER-TO-STUD CONNECTOR & FOR 3 SECOND WIND GUST SPEEDS GREATERt THAN 130 MPH Sill strapping JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS BLOCKING AND CONNECTIONS SHALL BE PROVIDED AT PANEL See details on this page. NTS (RAFTER TO RIDGE STRAP IRSO2.3 EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS TYPICAL ELEVATION NTS )r^ IN THE FIRST TWO BAYS OF FRAMING AND SHALL BE SPACED AT IN LIEU OF RIDGE STRAPS v AMAXIMUM OF 4 FEET ON CENTER,NAILING R'.EQUIREMENTS WALL TO HEADER STRAPPING PROVIDE MIN.2X4 COLLAR TIES @ 48"O.C. 7 �^ PER NAILING SCHEDULE. NOTE; 8d COMMON NAILS ARE LOCATED IN THE UPPER THIRDz z v! 4 WHEN ATTIC FLOOR,CEILING JOIST OR HIP ROOF IS USED TO BRACE 5 N.T.S. 6 7 2-1/2" LONG 8 OF THE ATTIC SPACE AND ATTACHED _J THE GABLE END WALL,DIAPHRAGM BLOCKING IS NOT REQUIRED. TO THE RAFTERS WITH 4-8D NAILS O EACH END Q CONTINUOUS FLASHING W W EXTENDED 2X P.T.LEDGER; MUST BE ONE SIZE o Q PAST JOIST HANGER GREATER THAN DECK JOIST AND TREATED WOOD NO GREATER THAN THE DEPTH OF THE RIM JOIST DECKING SECURE TO SIMPSON BSC ALL THRESHOLD CAREFULLY ATTACH TO BAND JOIST WITH 1/2"DIA.HOT-DIPPED TOP OF RIM JOIST WITH OMPOSITE RAILING FLASHED&CAULKED TO GALV LAG SCREWS PER TABLE R507.2 AND 10D THREADED NAILS OR I I SYSTEM.VINYL RAILING PREVENT WATER INTRUSION PLACEMENT OF LAG SCREWS PER FIGURE R507.1(1) 410 X 3"WOOD SCREWS see Schedule on DWG-1 I I TOP AND BOTTOM RAIL OUTER THIRD CUT AT 6"OCC. AND COLUMN COVER AND POST TO HEADER CONNECTOR tip of lag screw shall fully extend beyond I I OF SPAN ONLY the inside face of the band joist. COMPOSITE DECKING COLUMN CAP.MEET RCNYS LENGTH ) EXTERIOR OR ATTACHED PER I i FOR CODE SIMPSON ABU POST 12" Mlin BEARING WALL GALV.DECK HANGER MANUF,SPECIFICATION I n I 4"TREATED POST TO CONCRETE BRACKET I SIMPSON LUS26 G R U(� SIDE COVER 2"MINIMUM 1 U SIMPSON LUS28 2X8 X 4 TREATED POSTS 1/4 JOIST 0 c NOTCH GREATER SIMPSON LUS28 @ 2X10 LAG BOLTED TO JOIST OR GALONIZED CARRIAGE BOLTS AS PER MANUFACTURES OR SIMPSON SD STRUCTURAL ' N O THAN 50% DEPTH, MAX, CLEAR CONNECTOR SCREW SPECIFICATIONS. "MIN. �.1/6 JOIST �' N � p (PERCENT)OF = _ LEDGER WITH FASTENERS IN ACCORDANCE GRADE N O PLATE WIDTH 16 CGAGE(0.058 IN.)AND 1.5IN.WIDE WITH TABLE R507.2 2 x JOISTS I O 1/2"DIA.GALV BOLTS W/ ADHESIVE ANCHORS:HIGH-STRENGTH 1/3 JOIST I DEPTH,MAX. S O N METFAL TIE FASTENED ACROSS AND N LOCK WASHERS. EPDXY ANCHORING ADHESIVE FOR N c DEPTH,MAX. N ._ N TO 1rHE PLATE AT EACH OF THE USE WITH THREADED ROD „ ti N SIMPSON DTT1Z W/(6)1/4"x 1-1/2"SD SCREWS O Use 1-1/4 Metal � NOTCH WITH 8-10D NAILS EACH SIDE d II ALLOWABLE LOAD PER TIE:840 LBS(MIN 750 LBS) 2x RIM JOIST ATTACHED WITH Z MECHANICAL ANCHORS;SIMPSON � N Z M NOT LESS THAN(4)LOCATIONS SPACED EQUALLY (3)10D THREADED NAILS OR WEDGE-ALL WEDGE ANCHOR Coil Strap 20 Gage Lu AND TWO WITHIN 24"OF EACH END OF DECK (3)#10 X 3"WOOD SCREWS Solid sawnjoist and rafter m o > M12 Min (�) 8d common nails Lu L_ N TOP PLATES R507.6.2 SIMPSON H2.5 AT f) cM M 14"DIA.CAST-IN-PLACE 00 u,j PIPE FOOTINGS MUST notching and boring limits. J E:ACH Stud. N Q OR CONCRETE FOOTING,DOWN im EACH END at Lu r- _I ° 'o. � BLOCKING EACH JOIST TO VIRGIN SOIL U � 00 SIMPSON DTT2Z W/(8)114"x 1-1/2"SDS SCREWS OVER BEAM BEAR ON (MIN 36'BELOW GRADE) „ W W U " • ALLOWABLE LOAD PER TIE: 1,825LBS ; SIMPSON BC UNDISTURBED PER R507.3 FOR DECK FOOTINGS NTS 8d @ 6 oc Along o M N U) NOT LESS THAN(2)LOCATIONS WITHIN 24" BETWEEN EACH POST GIRDER SOIL Braced Wall Panel OF EACH END OF DECK: JOIST CONNECTOR FIGURE R602.10.8(1) FIGURE R602.6.1 MIN THREAD ILLED MAXIMUM OVERHANG 24" P.T. POST TO CONC. PIER & FOOTING TOP PLATE FRAMING TO PENTRATION TO DIA.LAG SCREW LATE,PRED STUD TO CENTER OF TOP PLATE,STUD CONNECTION t@ PORCHES & DECKS NTS WALL TO WALL STIRAP ACCOMMADATE PIPIING R507 EXTERIOR DECKS OR HEADER SIMPSON ABU INSTALLED IN ACCORDANCE 14 NTS LEDGER BOARD ATTACHMENT TO BAND JOIST WITH SIMPSON SPECIFICATIONS AND DRAWINGS. 1 C 10 11 DECK / GIRDER & RAILING DETAIL 13 �J WERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS NTS FOOTING SIZE PER TABLE R507.3.1 FOR DECKS 1-1/4"x 20 gage G-185 1-1/4 x 20 gage G-185 1-1/4" x 20 gage G-185 Hot Dipped Galvanized StrapHot Dipped Galvanized Strap Hot Dipped Galvanized Strap N STAGGERED with (5)-8d common nails with (5)-8d common nails common DECK STAIR withw rn FASTENERS (5)-8d n nil cC SEE TABLE 507.2 N ROWS Strap at each stud the plywood OR directly to may be attached OVER at each stud TOP PLATES TOP PLATES IN 2 a p y Strap may be attached OVER Strap may be attached OVER O O 5.5' MIN FOR 2X8 c the plywood OR directly to �••j w a� o O O OO o Studs. the plywood OR directly to 5"MAX 6.5"MIN FOR 2X10 Studs. v Z STUD BOFRED HOLE MAX. STUD 7.5"MIN FOR 2X12 _ Studs. GRADE [� Q _ BORED HOLE MAX. DIA6METER 60% @ QO O 0 cV rap strap under sill ^/ H DIAMETER40% (PEf.RCENT)OF STUD `- and attach to sill plates ° F'�'� 1•�•I >~ •? M (PERCENT)OF 0 DEFPTH o 3-16d @ 16" oc Along BLOCK SOLID o - z STUD DEPTH I I ; ::' , BETWEEN JOISTS �, ° N — by oo ' 2"MIN , „ ; a ,r 518"MIN. 5/8"MIN. t5/8"MIN 5/8"MIN. L LAG SCREW OR THRU-BOLT v Braced Wall Panel - �- o •' 3/4"MIN - - a .u a , • . iV TO EDGE TO EDGE TO EDGE TO EDGE LEDGER BOARD =III=III ; - ` - FIGURE R602.10.8(1) ,- D ®/ x ,� NOTCH MUST NOT NOTCH MUST NOT I I„1�I=iil a a a a NCZ EXCEED 25% 0 EX(CEED 40% (PERCENT)OF I (PEERCENT)OF STUD DEPTH ° STUD DEPTH 0 i 10"x LENGTH OF STEP O BORED HOLES SHALL PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FOUNDATION-SILL-STUD c CAST-IN-PLACE FOOTING IF HOLE IS BETWEEN STRAPPING UNDER BOTTOM RISER NOTT BE LOCATED IN 401(PEERCENT)AND PER FIGURE R507.9.1.3 (1) Wrap strap under sill BORED HOLES SHALL THE-SAME CROSS CC 60%(PEERCENT)OF C '' NOT BE LOCATED IN SECTION OF THE CUT _ _ • � • e• THE SAME CROSS STUD DEPTH THEN Applies to Garage Wall and _ _ TYPICAL STAIR FOOTING DETAIL ORrNOTCHINSTUD • and attach to sill plates STUD MUST BE DOUBLE DISTANCE CAN BE REDUCED TO 4.5" =III=III -�; SECTION OF THE CUT NO MORE THAN TWO IF LAG SCREWS ARE USED OR BOLT OR NOTCH IN STUD SUCCESSIVE STUDS Slab on Grade Construction I=III= SPACING IS REDUCED TO THAT OF Dill; 1-114" METAL NTS ARE DOUBLED , . • STRAPPING AND SO BORED LAG SCREWS TO ATTACH 2X8 LEDGERS AT EACH JOIST 2TO 2X8 BAND JOISTS(1/2"STACKED NOTE;ALL STRAPPING SHALL BEAR MIN.12"ON STUD OR WASHERS NOT PERMITTED) RAFTER FACE TYPICAL "3 FIGURE R602.6(1) FIGURE R602.6(2) FOUNDATION-SILL-STUD NOTCHING AND NOTCHING AND STRAPPING IN CONTACT WITH CONCRETE OR MASONRY FLOOR FRAMING STRAPPING BORED HOLE LIMITATIONS F70R EXTERIOR Q SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION 16 WALLS AND BEARING WALLS BORED HOLE LIMITATIONS FOR INTERIOR 1 7 1 NON-BEARING WALLS V OR MANUFACTURED FROM G185 OR Z450 GALVANIZED STEEL. 1 STRAPPING 20 AT CANTILEVER FLOOR JOIST ' i 001 Fireplace enclosure Thin 1profile structural insulated to top heaithing R-50 Cover Box pushes of second floor Sheen Metal Firesto up and out of the Rigid insulation 2X ceiling joists p Full Thick Insulation thin profile structural glued together see plan wl MANUFACTURED LIGHT ENCLOSURE ceiling line Exterior way or access and la on I w od Batt Insul ATTIC INSULATION CONTINUOUS BEAD Fill entire Cavity to CEIING FRAMING Seal jjoint with Sheathingeala subfloor sheathing as draft�;top y p y support OF SEALANT Insulation dams Tub attic hatch - R-val blocking OF sealant Base plate prevent loose-fill behind tub - - - - - - Typical Double Frame Attic g ---� equal to the Ceiling SUBFLOOR GLUED,CAULKED Sealed to Air Seal / insul,ation from exterior insulation requiremen access openingi , Sealant or „ OR GASKETED TO RIM Continuous B.ea-d-- wall adhesive 1/4 structural sheathing JOIST/RIM CLOSURE floor Gasket access sshrough of Sealant or as eniclosure liner sealed SEALANT Sealant �� at perrimeter and seams. solid blocking adhesive SILL PLATE INSTALLED or rigid insulation OVER 1 min Rigid Weatherstripping Seal stairs Adhesi I Sealant CaSing/ \ „ EXPANDING FOAM SEALANT Pre-F=ab Fireplace Insulation. Air sealed around Panel 1/2 Gyp. Wall CONTINUOUS BEAD OF SEALANT Referr to manufacturers7t SEALANT four edges `Pull-down frame gap 1 1x2�Stop RECESSEDLIGI TANG FIXTURE specs for installation manual Sealed at perimeter Board finish w/ soffit material staircase with caulk Sealant 1/2 plywood or foam attic hatch AIR SEALING AT PREMANUFACTURED Typical foundation & framing W (see plan for size) RECESSED LIGHTING FIXTURE See wrchitectural plans DRAFTSTOP DETAIL P. 0 PULL-DOWN STAIRCASE CANTILEVERED FLOORS _..._,._...___., Z DRAFTSTOP & SEALAPNT AT INSULATION AND WEATHERSTRIPPING EXTERIOR WALL OF BATHTUB ATTIC HATCH DETAIL AIR SEAL DETAIL (5) PREFAP FIREPL-ACE AIR BARRIER AT FOUNDATION DETAIL W TO BAND JOISTS This detail is for weatherstripping and draft sealing, NTS Baltic0 Door Energy Conservation Products ' � ``° It is not to be used as a guide for fireplace installation. 25x54 Attic Pull Down Stair Ladder Cover, co Refer to Manufacturer for installation manual. R-50 Insulation fi-.50 Ater•Stair Cwnr W ENERGY NOTES Eave baffle installed z W 9a. R403.3.2: Duct Sealing Manda3to Ducts air handlers and filter boxes shall be sealed. .,; 1. All design & construction in compliance and built accordingly to the g ( ry) adjacent to soffit and eave 2020 EnergyConservation Construction Code of New York State. Joints and seams shall comply wvlth Section M1601.4.1. v approval b a third art HERS Rater using the Manual J S & D submitted at CO. vents. Baffle shall extend over Table R402.4.1.1--Air barrier and insulation installation. The authority having jurisdiction shall be permitted to determine an pp Y party( ) 9 Q 0 energy efficiency program to exceed the energy efficiency required by this code. the top Of the attic insulation �/ O 9b. R403.3.3: (Mandatory) Duct testing-Ducts shall be pressure tested to determine as per chapter 11 TYP. ROOF CONST. (n Q Z TABLE R102.4.1.1 All HVAC, Plumbing & Electrical systems shall meet the chapter 11 Energy air leakage by an approved thircd party(HERS Rater) using the (R402.2.3) manual "J" & Manuals "S" &"D"" submitted at CO. v '�'� AIR BARIRIER AND INSULATION INSTALLATION efficiency, NYS mechanical code, 2020 energy conservation construction code of NYS. O COMPONENT AIR BARRIER CRIITERIAR INSULATION CRITERIAa 2 x CJ W/ INSULATION b the builder 9c. R403.3.5: Building cavities shallll not be used as ducts or plenum. Typ Fascia/ AS PER DRAWINGS V General A continuous air barrier shamll be installed Air-permeable insulation shall not be used as a sealing material. 2. R401.3. A permanent certificate (Mandatory)shall e i completedy (� and posted on a wall in the space where the furnace is located Soffit see , � ' OR HERS RATER requirements in the building envelope. 10. R403.4 (Mandatory) Mechanicaal system piping insulation carrying Const. Dwgs Q U L r 3. R402.1.2 Building thermal Envelope: meet the requirements of N1102.1.1 - N1102.1.5 fluids > 105 F degrees or< 55FF degrees shall be insulated with R-3 Minimum. iJ.J W •C Exterior thermal envelope c ontains a continuousExterior thermal air barrier. Building envelope (prescriptive)per table N1102.1.2 insulation & Fen. by Component. SEALANT O 11. (R403.3.5) Building Cavities (Maandatory) (n Z Breaks or joints in the air Narrier shall be 4. R402.2. Specific Insulation requirements: (prescriptive)shall meet the requirements of Building framing cavities shall ncot be used as ducts or plenum. Typ. Exterior wall 4 ! ,- sealed. sections N1102.2 through N1102.2.13 See Const. Dwgs C Lo 0 12. N 1103.5.1 (R403.5.1) Heated waater circulation and temperature maintenance systems (Mandatory) Cavity insulation All cavities in the thenual envelope shall be filled with insulation. The Heated water circulation s sterrns shall be in accordance with Section N1103.5.1.1. O CV installation density of the insulation shall be at the manufacturers'product 5. Installation -the components of the building thermal envelope shall be installed in Y �' �--- c stems shall be in accordance with Section N1103.5.1.2.maintemance erature s recommendation and said density shall be maintained for all volume of accordance with the criteria listed in table 402.4.1.2 or required by code official, Heat trace temperature Y Automatic controls temperatures sensors and pumps shall be accessible. - O each cavity. Batt a insulation will show no voids or gaps and or an approved third party using manual J , S $ D . LL �j N �-- �' type g p Manual controls shall be readilyy accessible. maintain an even density for the entire cavity. Batt insulation shall be installed in the recommended cavity depth. Where an obstruction in 6. R402.4.Air Leakage: (Mandatory)Air leakage in accordance with sections N 1102.4 through N1102.4.5 13. N1103.6 (R403.6) Mechanical ventilation (Mandatory) RAFTER SEALING AT ATTIC EAVE the cavity due to services,blocking,bracing or other obstruction g The building shall be provided vwith ventilation that compiles with the requirements of ° exists,the batt product will be cut to fit the remaining depth of the Section M1505 or with other a roved means of ventilation. Outdoor air intakes and EXTERIOR WALL AIR BARRIER SEALING EaCAMPLE o o m Air leakage shall be tested and verified b an approved HERS rater as having an pPp cavity. Where the batt is cut around obstructions,loose fill insulation g Y pp g exhausts shall have automatic(or gravity dampers that close when the ventilations stem ° m � � o a shall be placed to full any surface or concealed voids,and at the air leakage rate not to exceed three air changes per hour. A written report of the 9 Y p Y is not o eratin �1�w - 1-- 0 test results shall be signed by the party conducting the test. operating. _ 2 U c . . , manufacturers specified density.Where faced batt is used,the o��.�� 0 8 � �, Refer to N1102.4.1.2 for testing requirements. LOW DENSITY SPRAY FOAM _ a ° installation tabs must be stapled to the face of the stud. There shall be N1103.6.1 (R403.6.1)Whole-house, mechanical ventilation system fan efficacy ``'< < c wr 8 N °.° o no compression to the batt at the edges of the cavity due to inset INSULATION, R VALUE IN °, °•- Fans used to rovide whole-house rmechanical ventilation shall meet the efficac re uirements °o°o Z ° 7. R402.4.2: Fireplaces; shall have tight fitting dampers or doors and outside p Y q ACCORDANCE WITH ''� l 2 Y , 0 8 Y stapling installation tabs. of Table N1103.6.1. Exce tion: Whesre an air handler that is inte ral to tested and listed HVAC Ri Id Foam or ° _ >.0 = a .. ° combustion air. Factory built fireplaces shall be listed and labeled p g 9` f I equipment is used to provide wholes-house mechanical ventilation the air handler shall be Wood Blocking HERS REPORT I t�, o 3 t.N F.a° o 3 Insulation that upon installation readily conforms to available space according to UL 127. 9 t -�'� �"� ° ° 3 shall be installed filling the entire cavity and within the manufacturers' powered b an electronically eommtutated motor. " " ° ° .r p Y Y as backdam . r "'-�., ( ' o ° 0, CD = N w CO density recommendation. 8. R403; Systems: N1103.1.1 (Mandatory) programmable thermostats shall be TYP. ROOF CONST. '` � i � i 1 ° m �' 8' 14. N1103.7 R403.7 Equipment siizin and efficiency rating (Mandatory) r' a= _ "o o Y 0 B provided for each separate heating and cooling system.Temporarily operate ( ) 9 Y g ( rY) �`` ° L 3 ` Roof underlayment ��� ; i' (,` ° .� �o� o 12't Ceiling/attic The air barrier in any dropped The insulation in any dropped ceiling/soffit shall be aligned with the Heatin and coolin a ui mentt shall be sized in accordance with 2 X CJ W/ INSULATION .�'� s °' _ � �' -~ ° the system from 55 F to 85 F. preprogrammed thermostats be manufacturer g g q p sealed to drip edg `' a ' i- t'� ° 2 E L= >_ oCL ceiling/soffit shall be aligned with the air barrier. ACCA Manual S based on buildjin loads calculated in accordance with ACCA ' shall be max 70 F heating and 78 F Cooling. 9 AS PER DRAWINGS y I, z ¢N o insulation and any gaps hi t1he air barrier Manual J or other approved hetating and cooling calculation methodologies. OR HERS RATER r r_ ^'`.° ° = a E m 010 � 0 8 w sealed. 9. R403.3: Ducts-Supply and return ducts in attics shall be insulated to an R-value New or replacement heating amd cooling equipment shall have an efficiency �, ((j 8 cn co 0- cc E a.S o CL --- rating equal to or greater than tthe minimum required b federal law for the T Fascia/ i i j Access openings,drop dol stair or knee Batt insulation installed in attic roof assemblies may be compressed at of not less than R-8 for ducts 3 inches in diameter and larger and not less 9 q 9 q Y YP �,. I I wall doors to unconditioned3 attic spaces exterior wall lines to allow for required attic ventilation. than R-6 for ducts smaller than 3 inches in diameter. Supply and return ducts geographic location where the iequipment is installed. Soffit see SEALANT - shall be sealed. in other portions of the building shall be insulated to not less than R-6 for ducts 3 inches Const. Dwgs I in diameter and to not less than R-4.2 for ducts smaller than 3 inches in diameter. 15. N1104.1 (R404.1) Lighting equiipment(Mandatory) non-vented rn Walls The junction of the foundation and sill Cavities within corners and headers of frame walls shall be insulated Not less than 90 percent of the permanently installed lighting fixtures shall c.e•::,> ,: n: ,r plate shall be sealed. The jumction of the by completely filling the cavity with a material having a thermal contain only high-efficacy lamp4s. r ' Z T Exterior wall `' i} '_1y� p 3! j. �- top plate and top of exteriour walls shall be resistance of R-3 per inch minimum. Yp• sealed. Knee walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be See Const. Dwgs t J J installed in substantial contact and continuous alignment with the air 2y . ' Q barrier. W �. Windows, skylights The space between windo«/door jambs OPTIONAL- RAFTER SEALING AT ATTIC EAVE W W and doors and framing and skylights and framing shall be sealed. WITH SPRAY FOAM INSULATION (Y DUCT SEALING REQUIREMENTS Rim joists Rim j TABLE M 1505.4.3(2) Q oists shall niclude the:air barrier. Rim joists shall be insulated. LOCAL EXHAUST RATES TABLE M1505.4. INTERMITTENT WHOLE-HOUSE MECHANICAL '' '!, Floors(including The air barrier shall be insualled at any Floor framing cavity insulation shall be installed to maintain RATE FACTORSa _ above garage and exposed edge of insulation.. permanent contact with the underside of subfloor decking or floor AREA TO BE EXHAUSTED EXHAUST RATES RUN-TIME PERCENTAGE IN EACH 4-HOUR cantilevered floors) framing cavity insulation shall be permitted to be in contact with the a) SEGMENT 25% 33% 50% 66% 75% 100% topside of sheathing or continuous insulation installed on the C underside of floor framing and extend from the bottom to the top of all KITCHEN 100 CFM IMTERMITTENT OR 25 CFM CONTINUOUS APPROVED WINDOW En U perimeter floor framing members. FaCtOra 4 3 2 1.5 1.3 1.0 DEVICE OPENING LIMITING C: c Crawl space walls Exposed earth in unvented i crawl spaces Where provided instead of floor insulation,insulation shall be BATHROOMS TOILET ROOMS MECHANICAL EXHAUST CAPACITY OF 50 CFM r- CV CC shall be covered with a Claris 1,black permanently attached to the crawlspace walls. a. For system run tinme values between those given,the factors are pernm,tted to be o N U) W vapor retarder with ovcrlap�ping joints INTERMITTENT OR 20 CFM CONTINUOUS determined by interpolation. N p ,g: ~O taped. _ _ _ _ _ _ _ _ _ ►�. N Z Shafts,penetrations Duct shafts,utility penetrattions,and flue b. Extrapolation beyond the tabl,le is prohibited. } - - - - - - - - - - W (n shafts opening to exterior our I WINDOW m p > N Q unconditioned space shall The sealed. LU W m °° W 24 APPROVED WINDOW t'n M 4"SPHERE CANNOT FALL PREVENTION W C,4 o0 U (36"IN IBC UNITS) l;) � �( PASS THROUGH W W TABLE M 15U5.4.3(1� � FINISHED FLOOR HEIGHT DEVICE CONFORM TO p tY M cV (!) Narrow cavities Batts in narrow cavities shall be cut to fit and installed to ASTM F 2090 HEIGHTABOVE the correct density without any voids or gaps or [(�N TI N U i AI RF LC)IN RATE FINISHED FLOOR R312.2 WINDOW FALL PROTECTION DIAGRAMS HEIGHTABOVE compression,or narrow cavities shall be filled by insulation t1tat on installation readily conforms to the REQUIREMENTS TOP OF THE WINDOW SILL SHALL FINISHED GRADE FINISHED FLOOR available cavity space. BE A MINIMUM OF 24"ABOVE THE FINISHED Garage separation Air sealing shall be provided between the garage and FLOOR AND GREATER THAN ABOVE THE FINISHED T�, NUMBER OF BEDROONUIS GRADE OR OTHER SURFACES BELOW ON THE v conditioned spaces. EXTERIOR SIDE OF THE BUILDING.SHALL COMPLY AS FOLLOWS: FINISHED GRADE Recessed lighting Recessed light fixtures installled in the building thermal Recessed light fixtures installed in the building thermmal envelope shall be sealed to thus drywall. envelope shall be airtight and IC rated. FLOOR AREA 0 - 1 1 2 -- 3 �• - 5 6 -"7 > 7 1,OPERABLE WINDOW WITH OPENINGS THAT WILL NOT ALLOW A 4-INCH DIAMETER SPHERE TO PASS THROUGH THE OPENING R312.2.2 WINDOW OPENING CONTROL DEVICES: Plumbing and Batt insulation shall be cut neatly to fit around wiring and (square feet) WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH � wiring plumbing in exterior walls. There shall be no voids or Airflow in CFM 2,OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL ASTM F 2090. THE OPENING DEVICE AFTER OPERATION gaps or compression where cut to fit.Insulation that on PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090. TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO E--•l � F� installation readily conforms to available space shall FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE extend behind piping and wiring. < 1 ,500 30 45 60 75 90 3, OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW TO MEET EGRESS R310.2.1 !� a o OPENINGS CONTROL DEVICES THAT COMPLY WITH SECTION R312.2.2 rn Shower/tub on The air barrier installed at extteror walls adjacent to Exterior walls adjacent to showers and tubs shall be w exterior wall showers and tubs shall separaite them from the showers and insulated. U U � tubs. 1 ,501 - 3,000 45 60 75 90 105 N1101.14 (R401.3) Certificate (Mandatory) kn �N H � '" ° . Electrical/phone The air barrier shall be installled behind electrical or box on exterior wall communication boxes or air sealed boxes shall be installed. A permanent certificate shall be completed by the builder or other approved party and posted on a wall 3,001 - 4,500 60 75 90 1015 124 in the space where the furnace is located, a utility room or an approved location inside the building. ^° r o HVAC register HVAC'.register boots that pemetrate building thermal Where located on an electrical panel, the certificate shall not cover or obstruct the visibility of the circuit o boots envelope shall be scaled to thne subfloor or drywall. 4501 -- 6,000 75 90 105 12?0 135 directory label, service disconnect label or other required labels. The certificate shall indicate the e� o t Concealed When required to be scaled,re , oncealed fire sprinklers shall predominant R-values of insulation installed in or on ceilings, roofs, walls, foundation components sprinklers only be sealed in a manner thaat is recommended by the such as slabs, basement walls, crawl space walls and floors, and ducts outside conditioned spaces; O manufacturer.Caulking or o0lueradhesive sealants shall not 6 001 7 500 0 105 120 13i5 150 be used to fill voids between Ifire sprinkler cover plates and r r U-factors of fenestration and the solar heat gain coefficient (SHGC) of fenestration, and the results walls or ceilings. from any required duct system and building envelope air leakage testing performed on the building. IC - insulation contact. > 7,500 105 120 135 15;0 165 Where there is more than one value for each component, the certificate shall indicate the value covering the largest area. The certificate shall indicate the types and efficiencies of heating, Sh a In addition, inspection of log walls ;shall be in accordance with the provisions of ICC-400. 2 3 cooling and service water heating equipment. Where agas-fired unvented room heater, .a For Sl: 1 square foot = 0.0929 m , 1 cubic foot per minute = 0.0004719 m /s. electric furnace, or baseboard electric heater is installed in the residence, the certificate shall indicate "gas-fired unvented room heater," "electric furnace" or "baseboard electric heater," as appropriate. An efficiency shall not be indicated for gas-fired unvented room heaters, electric furnaces and electric baseboard heaters. I i R905.1.2 ICE BARRIERS; PLUMBING NOTE: SELF-ADHERED POLYMER MODIFIED TYP EXT.WALL LADDER&STEPS R310 2 3 1 ALL PLUMBING SYSTEMS SHALL BE BITUMEN SHEET USED IN PLACE OF TYP EXT.WALL WINDOW WELLS WITH AVERTICAL INSTALLED IN ACCORDANCE WITH NORMAL UNDERLAYMENT AND PART VII-PLUMBING RIDGE BOARD EXTEND FROM THE LOWEST EDGES OF TYPICAL ROOF CONSTRUCTION DEPTH GREATER THAN 44 INCHES ALL ROOF SURFACES TO A POINT NOT Class AAs halt Roof Shin IeS WI TYP.FLOOR CONST. SHALL BE EQUIPPED WITH PERMANENTLY LESS THAN 24 INCHES INSIDE THE p g AFFIXED LADDER OR STEPS USABLE ELECTRICAL NOTE: EXTERIOR WALL LINE OF THE BUILDING. fasteners per manufacturers specification MINESILL PLATE WITH THE WINDOW IN THE FULL OPEN ALL ELECTRICAL EQUIPMENT ON ROOFS WITH SLOPE EQUAL OR GREATER W POSITION. RUNGS SHALL HAVE AN R802.4,6 COLLAR TIES and the NYS CODE. W AND WIRING SHALL BE INSTALLED SHALL BE NAILED with 4-10d THAN 8112,THE ICE BARRIER SHALLALSO BE (2)2x6 P.T.SILL PLATE W/MI - INSIDE WIDTH OF AT LEAST 12 INCHES IN ACCORDANCE WITH PART Vill-ELECTIRCAL BOX NAILS IN ACCORDANCE APPLIED NOT LESS THAN 36"MEASURED ALONG Underlayment as per section R905.1.1 & z SHALL PROJECT AT LEAST 3 INCHES OF THE NYS CODE. A MINIMUM OF 75%PF TYPICAL ANCHOR BOLT -R403.1.6 TYPICAL ANCHOR BOLT -R403.1.6 FROM THE WALL AND SHALL BE SPACED PERMANENTLY INSTALLED FIIXTURES WITH FASTENING SCHEDULE ':.::: THE ROOF SLOPE FROM THE EAVE EDGE OF THE installed per Table R905.1.1(1) MAXIMUM SPACING: 1/2"@ 72"O.C. MAXIMUM SPACING: 1/2"@ 72"O.C. ,. NOT MORE THAN 18 INCHES ON-CENTER BUILDING EMBEDMENT OF 7"WITH NUT&WASHER. n EMBEDMENT OF 7"WITH NUT&3"x3"WASHER. ~ :a VERTICALLY FOR THE FULL HEIGHT OF MUST HAVE HIGH-EFFICACY LAMPS. Ice & Water barrier as per section R905.1.2 2 BOLTS PER PLATE AND HOLD AT LEAST 2 BOLTS PER PLATE AND HOLD AT LEAST •M THE WINDOW WELL. 12 2x4 CT @ 48"oc 12 (Note: Double underlayment is required ONE BOLT-12"MAX AND 3-1/2"MIN OFF ONE BOLT-12"MAX AND 3-1/2"MIN OFF MECHANICAL NOTE: W ENDS OF PLATES. ENDS OF PLATES. ' 1 RAFTER/CEILING JOIST HEEL for Roof slopes between 2 on 12 and 4 on 12) SHIELD&SILL SEALER TYP. THE MECHANICAL SYSTEMS SHALL `J JOINT CONNECTION 8 UNINHABITABLE ATTIC 8 Framing As per plans with 1/2" exterior grade TYP.CONC,FOUNDATION BE INSTALLED IN ACCORDANCE WITH SHALL BE NAILED WITHOUT STORAGE TYP.CONC.FOUNDATI PART V&VI OF THE RC OF NYS. Z TOGETHER IN ACCORDANCE span rated structural plywood Sheathing, ALL MECHANICAL SIZING PER;ACCA W WITH TABLE R802.5.2 ;,:,..: R-30 OPEN CELL Nail to framing in accordance Fastener MANUAL"S"BASED ON LOADS (SEE DWG-1 FOR TABLE) FOAM' HOT ROOF" CALCULATED PER ACCA MANUAL"J" 0 WITH SIMPSON H2AAT EACH Schedules & Strapping per detail Sheet(S). ANCHOR BOLT DETAIL ANCHOR BOLT DETAIL DUCT COMPLIANCE WITH MANUAL"D" RAFTER TO STUD. Flashing per R905.2.8 SCALE: 1/2"= 1' 0" v, SCALE: 1/2'- 1-0" R303.4 MECHANICAL VENTILATION. W DWELLING UNIT SHALL BE PROVIDED Top of PlUSE MECHANICAL ate_ - _ _ _ _ TYPICAL SOFFIT CONSTRUCTION. VENTILATION INWITH WHOLE ACCORDANCEWITH 12" overhangs-typical SECTION M1507.3 R802.5.2.1 LAPPED JOIS 6" Wood fascia & 6" Wood rake boards. (D N LAPPED NOT LESS THAN 3". ® ® ® ® ® Trim in aluminum or use "azek" or equal SHALL BE NAILED 16d Q 0000 O COMMON NAILS IN ACCORDANCE Metal drip edge per R905.2.8.5 40'o" WITH TABLE R802.5.2 ON DWG-1RE 1 Fully Vented Vinyl Soffits w Q -- Z I TYPICAL EXTERIOR WALL O 2 x 4 Doug-Fir Wood Studs @ 16 oc. ry (,) Double top Plate and Single Sole Plate. u oar � "Top of S bfl 1/2 exterior Grade - Span Rated Q ( ) L Top of Plate r Continuous Structural OSB Sheathing. - - - - - - - - - Fastened per Fastener schedule. W W O 4"AZEK BEADED Co tyvec House Wrap or equal. z 22'-0" O O E 4- PORCH SOFFIT ON ® ® Rigid insulation on exterior see insulation schedule. O FURRING STRIPS R-21 CLOSED CELL Vinyl Siding as per clients selection 0" 6'-8" 6'-8" 6'-8" -0" 0LO WRAP HEADER IN _ FOAM installed per manuf specs and NYS code. OUTSIDE BASEMENT ENTRANCE O = N AZEK BOARDS o 8"CONCRETE WALL ON MIN 16"X 8" 00 Cont. load path strapping installed in accordance FOOTING WITH 4"CONCRETE LANDING& r - - - - - - - - - - - - - - - - - - -� LL - O CID 4 DRAIN TO DRYWELL,CONCRETE STAIR ^ o with drawings. Provide Fire Blocking in accordance MEETING R311.7-STAIRWAYS. I 2-2x8 P.T.GIRDER I �•�- N BO with R302.11 & R302.11.1 and HANDRAIL PER R311.7.8, 34"-38"ABOVE Draftstopping per R302.12 & R302.12.1 NOSING. 36"HIGH GUARD RAIL ON I 14"DIA DECK FOOTING -''� TOP OF CONCRETE WALL. I 4X4 PT POST o I 1 E - Top of Subfloor - POST ANCHOR m N r TYPICAL FLOOR CONSTRUCTION 16'-0" I a'€ N To of Foundation - r " °'Q `o 0 c, `m _ p_ _ _ _ _ _ _ 3/4 Plywood Span Rated Subfloor, 1 o Ic J E 8 �, o • Glued and Nailed in .... --------------------- --------- --- I �, o c ,U o 4x4 P.T.WOOD WINDOW WELL o E L N o m > ' ' to WITH DRAIN TO DRYWELL o c o " m � m - accordance with the fastener schedule. . ...... . . _ ........... °° I _ „ m e L � L o b. : LVLGIRDER b. `r° -0 C c" °' m o.o �a o - caw Floor joists and Bridging as per Code. , , w DECK LATERAL HOEDOWNS w m c o 0,2 N M o g ° SIMPSON DTT2Z w/(18) o o v m M Y up F.D. : ; CID 1/4"X 1 1/2"SDSSSCIREWS c `o 'm s o T. 3 o TYPICAL FOUNDATION CONSTRUCTION 4x44 P.T.WOOD WINDOW WELL C"iI WITHIN 24"OF EACHI END 2 s s 3 = 3 p SEE DIET ON DWG 2 F D N c•. u,s U = I1TH DRAIN TO DRYWELL ' ' 2X10 DECK LEDGER 0 ON DWIG-2 0`o o n N 0 ' in accordance with chapter 4 DN 3" ; O I SEE DETAILS c o a� - m. N 3000 psi Air Entrained p -- - - - - - s-o"- •-------------- .... ------------------------ ..3�s".xo'-. - o o= o o�� cast-in-place concrete a � N o ; E wall on cast-in-place Concrete Wall Footing per _ o = �•- E Bottom of deck .� ''; ------------------- ----- ---- ---^----- ----------- ---_.......--------- ----- ----- o @ E E,' a pier FootingR-14 CLOSED CELL - - -- ---```- Z-•� E m _ a o SPRAY FOAM R403. refer to Foundation Plan for footing size & , ; EXTERIOR z c ¢ c o LIGHT ° ; `� a� c ma E.� m a m " 0 w E 36"below ;', TYP.BASEMENT SLAB " '• thickness. Concrete Horizontal and Vertical o CLOTH S DRYER o o y a E 0a E o._ o a F.D. iv co IN ACCORDAN E WITH Top of Footing Grade Minimurm �: e: ABOVE o �•o = L c m _ _ • Reinforcement per Chapter 4. & en note #6. ® ' ► p p p g ; ; -d�. CHAPTER 15 C THES ' Damproofing per R406. 2- 2x6 approved DRYERS EXHAUS . treated Sill Plates, Sill Seal And Termite shield per ~ SECTION A Section R318. Anchor bolts per Foundation Plan ; fr_ UNFIN. BASEMENT MAINTAIN REQUIRED SEPARATION ,- ----------------- --- , O DISTANCE FROM ALL HEAT •„ o N and R403.1.6 -' -' 4" CAST-IN-PLACE CONCRETE SCALE: 1 /4" - 1 ,"O,t o PRODUCING EQUIPMENTAS 033 _ -� SLAB INSTALLED IN RIDGE BOARD , � COMBUSTIBLE MATERIAL AS PER �� F.D. ACCORDANCE WITH CODE MANUFACTURER'S SPECIFICATIONS L` ; INTERIOR WALL FINISH ; ; N SECTIONR506 AND LATEST MECHANICAL CODE. `° Provide 1/2" Gypsum Wall Board on ceilings 10' ej and walls except basement walls & cigs - unless ; " : 10'-3" ; " ; 3'-4" T-5" s,_6" 8'e° ;- 4'-0" ; :. . R802.4.6 COLLAR TIES noted. Min 112" Moisture Resistant Wall Board on , - • SHALL BE NAILED with 4-10d , , BOX NAILS IN ACCORDANCE Ceiling and all walls in Bathrooms (humid areas) 'B shim e d p) ----------- Beam Po (ty ' 2x4 CT @ 48"oc :::.; WITH FASTENING SCHEDULE @ as 12 : , -- -- -- -- -- --, ; 12 and 5/8" cement board on walls and ceilings in wet ar , y �311-3/4'x11 7/8"LVL01 8 Provide 5/8" Fire Rated gypsum wall Board on walls 4 - ,-- -------------�--;-- ---..._:: ------ :r o a UNINHABITABLE ATTIC 8 and ceiling located as per code manufacturers `N ' ' ' OIL FIRE � WITHOUT STORAGE 1 - FURN 8"-R-30 OPEN CELL , , G -----� Cn re ufrements and drawln S. UNEXCAVATED °°°°° FOAM"HOT ROOF q g TYPICAL GARAGE SLAB " 2x4 FRArA�AROUND , " , , a m e s s e e e STAIRCASE FROM FLOOR 4" CAST-IN-PLACE SLAB TO CEILING. TREATED SHOE _•___=a■ ,' PLATE AND GYP.WALL BD TYPICAL INT.FOOTING/COL o N TYPICAL ANCHOR BOLT -R403.1.6 , , W/6X6 W4.0 X W4.0 WWM , ", INSIDE FACE OF WALL MIN. o ' ' IZ MAXIMUM SPACING: 1/2"@ 72"O.C.EMBEDMENT OF 7"WITH PITCH SLAB-1l4"FT TO ATTACH RAILINGS.HANDRAILS 24"x 24"x 12"THICK v ,-TYPICAL 34"-38"ABOVE NOSING. CAST-IN-PLACE CONCRETE ' ............. to NUT&3"SQ WASHER. 2 BOLTS PER PLATE AND HOLD AT LEAST GARAGE DOORS , F FOOTING&3"DIA STEEL -- FASCIA ONE BOLT- 12"MAX AND 3-1/2"MIN OFF ENDS OF PLATES. ' cn 0 '• , , , _ R302.7 UNDER-STAIR PROTECTION COLUMN cn ; ' O CONST. , , , ,' O ENCLOSED SPACE UNDER STAIRS THAT F •---4' ---• N 1. Walls 24 inches total length or shorter connecting offset braced wall , ,____ ___ I IS ACCESSED BYADOOR OR ACCESS 4' r- N M panels shall be anchored to the foundation with not fewer than one anchor bolt Q PANEL SHALL HAVE WALLS,UNDER-STAIR o to ; ; ' N p W SURFACE AND ANY SOFFITS PROTECTED , , , CD N Cn located in the center third of the plate section and shall be attached to adjacent ' - ON THE ENCLOSED SIDE WITH O, ,� F D N I- o braced wall panels at corners as shown in Item 9 of Table R602.3(1). (Fastening:Schedule) ; ; ; '____ LL 1/2-INCH GYPSUM BOARD. 00 W, ,� ® c ) •- Q - I N _J =� U � , Z ~ N z o 2. Connection of walls 12 inches total length or shorter connecting : ' DECK LATERAL HOEDOWNS e Q J: offset braced wall panels to the foundation without anchor bolts shall be permitted.. ' - 2 rn W - p ---- SIMPSON DTT2Z wl(8) N ' m > M Q The wall shall be attached to adjacent braced wall panels at corners as shown in ; ; ; , W N BEDROOM #4 CLOS , , DROP TOP OF CONCRETE , 1/4"X 1-1/2"SDSSSCREWS •--------- Item 9 of R602.3(1). (Fastening Schedule) ; ; AS REQUIRED FOR ; ' WITHIN 24"OF EACH END ; ; W M J GARAGE DOOR,SEE PLAN , , UP `4 S SEE DETAILS ON DWG-2 _ _ ______ U > CN FOR GARAGE DOOR SIZE ; M CO - - • W LU U ...................... ---... ------- --------- ----- - ---- 4-8" c+'M N U) N To of Plate :.. .•:.:.•... . ... --- - -1-- . ..................................... ---......... .INSULATION SCHEDULE 's� ' X 1'-b'� -2X8 DECK LEDG _ _ - _ _ _ _ _ _ AP.L EXT. Shall Comply with 201$ I ECC (2)ANCHOR BOLTS I SEE DET. ON D G 2 I C) o SEE DET. ON DWG 2 I .ECK LEDGER WINDOW WELL R310.2 3 CONST. IN EACH CS PORTAL `? v `O HORIZONTAL AREA SHALL BE R-21 CLOSED CELL 8%R-30 OPEN CEL o FRAME WALL ABOVE 4'5" 7'-0" I �+ w MIN 9'-0"SQ FT.WITH A co HORIZONTAL DIMENSION FOAM FOAM 00 Location SECTION-SEE I X 1 I OF MIN 3'-0"TO ALLOW FOR r M ATTIC RAFTER 8" OPEN CELL- FOAM R.30 DETAIL 3 ON PG 2 j, N I EECUE. LADDER SHALL BE `M®-■I•/ R-21 CLOSED CELL � EMERGENCY ESCAPE AND " ' - -' '_ '� - 2-2 x 8 P.T.GIRDER - FOAM �'� POWDER EXT WALLS 3 CLOSED CELL- FOAM R.21 g ROOM BLOCKING 3" CLOSED CELL- FOAM R.21 f;-13 ;-- - -- - - �,-e-{ - - - - - - - - - -�- � REMITTED TO ENCROACH ► „ 4 2 x 6 DECK JOISTS @ - - NOT MORE THAN 6"INTO, 1 CAR GARAGE GARAGE CEILING 8 OPEN CELL- FOAM R.30 2-2 x 8 P.T.GIRDER - - - - - - - - - - - - REQUIRED WINDOW WELL -21 CLOSED CELL GARAGE EXT WALLS 3" CLOSED CELL- FOAM R.21 DEPTH. [�] „ 14"DIA DECK FOOTI FOAM BASEMENT INT WALLS 2 CLOSED CELL- FOAM R.14 4X4 PT POST BARS, GRILLES,COVERS R310.4 c� POST ANCHOR BARS,GRILLES,GRATES OR SIM R l a '- DEVICES ARE PERMITTED TO BE P CED `./ All Glazing U = .30 SCGH: .30 OVER EMERGENCY ESCAPE AND RE CUE _ Top of Foundation _ _ - TYP.GARAGE SLAB Doors-less than 50% glazing U = .40 OPENINGS PROVIDED AS FOLLOWS: ET ^ V PITCH TO DOORS ' Door-more than 50% glazing U = .30 SCGH: .3O - CLEAR OPENING SIZE COMPLYING H O 8'3" 30' l" OP NI e , .• • . o .• . r •, .♦ WITH R310A.1 TO R310.2.,3 AND SHALL D b;� VABLE 40'-0" FROM THE INSIDE WIE RELEASABLE OR THOUT THEUSE > M ,� Other Specifications: OFAKEY,TOOL,SPECIAL.KNOWLED E r4 r� 1 '� I O b • Windows: Us 0.30, SHGCs 0.30 OR FORCE GREATER THAN THAT QUIRED V bA °O e;' • z 100% high efficient lighting CFL's or LED's TYPICAL FOUNDATION - 8'-0" HIGH FOR THE NORMALOPEfZATION THE ® h^�-y x . N v TYP. • 5 3 air changes per hour g ( ) SCAPE AND RESCUE OPENI h�-i O M ct FOUNDATION IN ACCORDANCE WITH CHAPTER 4 A C M • • z All Energy Stara appliances ( ) FOUNDATION PLAN 94 b b, CONST, gy pp ' TABLE R404.1 .2 8 4 LADDER&STEPS R310.2.3.1 .i ,� : UNFINISHED ;. ,� 8" CAST-IN-PLACE WALL WITH SCALE: 1/4" = V-0" WINDOW WELLS WITH A VERTICAL O b. BASEMENT R403.6 Mechanical ventilation shall be provided that HORIZONTAL REBAR PER TABLE DEPTH GREATER THAN 44 INCHES p FOUNDATION WALL KEY SHALL BE EQUIPPED WITH PERMANENTLY meets the requirements of section M 1507 R4t04.1.2(1) - SEE DWG-1 NOTE #6. AFFIXED LADDER OR STEPS USABLE ,• ° Q ON 16" x 8" CAST-IN-PLACE CONT. WALL FOOTING WITH THE WINDOW IN THE FULL OPEN POSITION. RUNGS SHALL HAVE AN R403.7 Heating and cooling equipment shall be W// 2- #5 REBARS IN FOOTING. EXISTING FDN WALLS INSIDE WIDTH OF AT LEAST 12 INCHES SHALL PROJECT AT LEAST 3 INCHES B sized in accordance with ACCA manual J b a 2 - 2 x 6 ACQ SILL PLATES, COPPER TERMITE R NEW FDN WALLSSECTION y FROM THE WALL AND SHALL BE SPACED 4 certified third party rater. SHIELD, EXTERIOR DAMP-PROOFING, ALL NOT MORE THAN 18 INCHES ON-CENTER _ �� FOUNDATION FOOTINGS TO EXTEND TO [ _ _ _ _ _ ) FDN WALLS TO BE REMOVED THE WINDOW VERTICALLY OR THE FULL HEIGHT OF SCALE. 1 /4" - 1 -0 VIRGIN SOIL. I i VENTS: ROOF JIL 4"VTR P3103.1 ROOF EXTENSION OPEN VENT PIPES SHALL CODE COMPLIANCE STATEMENTS: EXTEND MINIMUM 6"ABOVE THE ROOF OR 6"ABOVE THE 1. The windows selected for this project shall meet ANTICIPATED SNOW ACCUMULATION. (� J 2" 2„ the egress requirements of R310. P3103.2 HERE FROST 97.5 VALUE: 2. All windows shall meet Section R308 Glazing and WHERE THE 97.5%VALUE FOR 3" 31, OUT-SIDE DESIGN TEMP IS 0 DEG F R308.4 Hazardous locations. OR LESS.VENT EXTENSION THROUGH 3. Windows were 1 112" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" A ROOF OR WALL SHALL NOT BE LESS required shall meet the Window Fall THAN 3"IN DIAMETER. ANY INCREASE protection requirement R312.2. IN SIZE OF THE VENT SHALL BE MADE W 2 2" NOT LESS THAN 1 FOOT INSIDE THE 4. Bathroom Windows shall meet the hazardous THERMAL ENVELOPE OF THE BUILDING. glazing requirements as per R308.4 ( , 2 ND FL. 2„ 3" s" 5. Stairs, landings, railings & guards shall comply v 2° z 3" 2° 3° 3" 2" with R311 & R312 W 3 6. Outside lighting shall comply with RE 3803.3 " 3" 3 7. Stairway illumination shall comply with R303.67 0 2 and R303.8 U) P1/ 2 8. Fireblocking shall comply with R302.11 thru R302.11.2 W 1 1/2" 3" 2" 11/2" 9. Draftstopping shall conform to R302.12 thru R302.12.1 [If DW WASHER 10. Flame spread and smoke-developed index for walls and ceilings shall compy with R302.9 thru R302.9.4 1 ST FL. 0 - 11. Flame spread and smoke-developed index for O Q allinsulation shall compy with R302.10 thru R302.10.5 0 < O 11. Recessed lighting fixtures rated for 3 membrane penetration shall meet ASTM Ell U z and Fire Stopping as per ASTM E814 or UL 1479 O 12. Exterior Decks shall comply with R507. Cf (� 4"FAI �-- `� � -� BASEMENT Q L CONNECT TO A NEW CO W W •C O SUFFOLK COUNTY DEPT. 4" .� (/J z M U) OF HEALTH APPROVED 0 0 E - SANITARY SYSTEM PLUMBING RISER DIAGRAM O = N NOT TO SCALE 22'-0" 00 1. PIPING SHALL BE,SUPPORTED' W _ ry 0) 0 TE IN ACCORDANCE WITH SECTION P2605 _ 2. PIPING MATERIALS AND FITTINGS FOR WATER SUPPLY,WASTE AND VENTS 2'-6" 2'6" N MUST BE IN COMPLIANCE WITH CHAPTERS 25 THRU 31 ___-________ v, Cn c E o w c m LO 40'-0" o o E rn lbm °'� ao m ROOF FRAMING PLAN �`'CL w E o 0 y y o N G° V C C N V 9+ 2'-1" 6'-6" � c c.�� o o @ m b*n'"'aI Ventilation �- o m a o m � c m SCALE: 1/4" - 1'-0" 'ctem shall be required Wood deck with w o q fired _ ° 0 p@r2�1a5' m "02 c o m� c a o Energy Code o ` o`a u ° m m m Y 0 °min o 3 - =•a�3 0 3 o °o oaU � m2 40'-0" � m.�'r: r �y o r o � a� c � a c 20'-7" V-11" 10'-6" T-0" a"i o c o io c o ai.2 a o 44 20 0 u�.)_ m E cU '� 44D 30 0244151 12830 ca» Z c ¢ o c 6.E76 m o aci o °w L F- U f=A W a- I- f6 E n..0 O n. 2-2x8 " F 2-2x10 m ,L1� (2)1-314"x9-1/2" VENT CLOTHES DRYER1$'0" IN ACCORDANCE WITH \ (AN `" ' ' 01 244DH3050 244DH3050 Egress � N TW18210 TEMP TW18210 CHAPTER 15 CL(OTHES DRYERS EXHAUS31 PROVIDE WATER-EPROOF 1 2-2x8 PAN WITH CURB 8DRAIN 0.1 o ih KITCHEN ' '1�2x10 2-2x10 ' 5'-0" 1° il 5'-0" IT-4/z" in I31/2" 3'/" z" ® - ' - -\\ _ --_- ---- ---- ----- --- I � N N M �- - - - - - = - - - - =',- - I DINING U) o fan CLG SPLAY 1 o ROOM o 13 ° 4'-0" fan fan ; o n ' I iv o 00 1WALK IN ® ® D o `O ° ' R302.5.1 OPENING o �' Of (CLOSET �� Bedroom #1 , I NOTE:GLAZING HAZARDOUS LOCATION:R3L08.4 O J o fO 10'-0" TRAY CLG , PROTECTION.INSULATED u I i INCLUDING BUT LIMITED TO THE FOLLOWINCG: SOLID CORE STEEL 0 0 o ; to Cn ' `' I SAFETY GLAZING(TEMP GLASS)IS REQUIRED `\ DOOR,20 MINUTE CO Ai cxi wo 0" w FIRE RATED. I X W p ; I AT GLAZING IN A BUILDING WALL ENCLOSING T \ � o WEATHER STRIPPED � J %\ BATHTUBS AND SHOWERS WHERE THE o W/SELF CLOG DEVICE: SEAL&INSULATE BOTTOM EDGE OF THE GLAZING IS LESS m _ , I n (2)1-3/4"x 14"LVL FLUSH r, CCJ -' -__" ATTIC STAIR PER THAN 60 INCHES ABOVE A STANDING = �/ �j. A 2'-0" 2'-8" 2'-6" S X -vU „ SECT. 1102.2.4 i SURFACE AND DRAIN INLET. X 1� e� _ _ - - - - - - A- - - - - - - - - - - - _ _ - - _L - 3' a) I 7-0 LIN N cc N ,'' ; SEE DIET ON DWG-3, I C14 ` DOWN U ' - --------------+ I WET SURFACES:R308.4.5 A ____ _ _ 4"STEEL COLUMN c I N .- OAT 2_g ,'� ,' Cn GLAZING IN WALLS, ENCLOSURES CONTAINIIING 2 (3 i - ELOS 10 HALL -Tiz _ 0„ .4.0 I I � ________� � \ WHIRLPOOL, BATH TUBS,SHOWERS, � ----�•--- 0'/'" - O I SWIMMING POOLS,HOT TUBS WHERE TH BODTTOM - 4 - ,L�R --- _ -- N M N o p I ,�, O I = EDGE OF THE GLASS IS LESS THAN 60" °' GARAGE 3 ---- -- o = N p JDO� _ 2x10 RIDGE --- -;• 2-6_' - MEASURED VERTICALLY ABOVE ANY STANDIIING OR DWELLING GARAGE 2-0 N CDNWNo � N WALKING SURFACE SHALL BE CLASSIFIED A5S ° SEPARATION IN o N n`ti tV O ' Q - co , ; c� I PER TABLE R308.3.1(1)AND R308.3.1(2) ,- ACCORDANCE WITH ---- -- m Z "' min ,� is - _ oN ' ' - 2'6" 2,6„ Ness-- 1 " - ----TABL 4R3a2,6---- � v�i (A-------- •-----------+ 2'_6 I ; rn SEE DWG 1 PORTABLE LIVING cn >" p > ce)N _ EXCEPTION:GLAZING THAT IS MORE THEN 650" INSULATE WALLS 1 F- IY W L_ N( I MEASURED HORIZONTALLYAND IN A STRAIG3HT LINE, _ p COMMON WITH LIVING ___ ____ ROOM U) Q LU co 6 i- FROM THE WATERS EDGE ; O MBedroom #4 -----$edr�or� #3--.' ---- ---$edrOOt �-.' I o AREA. PROVIDE:NEAT - NJ- '-- ""'"' ' o DETECTOR PERR314' 1 Z Co Q , ° ° 10'-0" TRAY CLG i o10'-0" TRAY CLG - - Q W () 10'-0" TRAY CLG " , SAFETY GLAZING IS REQUIRED ADJACENTTfO , , _-_ _ -_ o 3'2 e in ° I STAIRWAYS,LANDINGS, AND RAMPS WITHINN U_ -� cM C14fn- ,co 36 INCHES HORIZONTALLY OF WALKING SURRFACE , X , - o ° o ' ' OR WITHIN 60 INCHES HORIZONTALLY OF THIE BOTTOM ' �" 11'-0" ' x o 0 N -- --- 11'0" i i 13'-4'/z" , I , , i N 00 , TREAD OF STAIRWAY IN ANY DIRECTION ANCD WHEN 3/ 3/ a Ua`r -------- cn ~ EXPOSED SURFACE OF GLASS IS LESS THAI`N ' ' o 3Al ;a w �w ; I , , UP ___ __ w O H w O i I 60 INCHES ABOVE THE NOSE OF THE TREAD) i i co N ' Cn N w SPLAY CLG _ Q Oof ; o ; �~i o I OR WALKING SURFACE. 2 2x12 2x10 M 2 2x10 2 2x10 2x10 I - ----- Zg ¢ 1Ta►,,/ w O E= 7'-0"MIN ; ; ._.i 5 ; ; � =g , I - Q z g HEAD HEIGHT ---3,;2;,-"' ; cwi CLG SPLAY 1 0Xo I 96X84-3 PANEL �A -w£) -Ee.r--__-•-•------��------------ N y--- -NK cV--------_-___---t\ I AREA SCHEDULE refertoN CLOs Wood deck with I Drawina-2 AR"high wnnd mil co X N`" -2x1a NAME AREA►2-2x10 2-2x10 2 o --I- OF - -- - -- --- -- I FIRST FLOOR AREA 779.6 sq I ft 000 2-2xir, - - - '- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � SECONDFLOORAREA 1000.0sglft. B cn 244DH3050-2 Egress 24 DH3050 Egress 244DH3050 244DH3050 244DH3050 Egress 4 - - - ---- -- ' ' GARAGE AREA 217.8 sq]ft. _ _ __ _------- Area - 6x6 Area 10 659.3 sq I ft. T-6" T-6" W OST CAL RA [� Z _v 5'9" 5'-6'/" 6'-6'/2' 6'-0" 6'-0" 6'0" 4'-2° 6'-6Yz 2x4 T AIL E•I [-'' Q' r r O 11 2x2 BALUSTERS @ 4 oc i-'I � ��l 1'-8" 8'3" 7'-11" 2x4 BOTTOM RAIL F�+�'I M v 40'0" 1 T-10" 22'-2" 1 „O c O 4x4 POSTS @ 5'0"oc. \-/ M .0 b. WINDOWS EXTERIOR FRENCH & SLIDING DRS 40'-0" �J R312.2 WINDOW FALL PROTECTION NOTE: ' .� ® B Plans indicates ANDERSEN series 244 TOP OF THE WINDOW SILL SHALL A Model Numbers and shall be In accordance with R609 A 4 BE A MINIMUM OF 24"ABOVE THE FINISHED 4 To be designed & installed as per manufacturers 1ST FLOOR PLAN 4 FLOOR AND GREATER THAN 72"ABOVE THE 2ND FLOOR PLAN [NY]915.3.3 Residential Buildings and Commercial Buildings O FINISHED GRADE OR OTHER SURFACES specification for 140 ultimate design wind speed With an Attached Motor Vehicle Related Occupancy SCALE: 1/4" = 1'-0" BELOW ON THE EXTERIOR SIDE OF THE SCALE: 1/4" = 1'-0" and Table 301.2(2), 301.2(3) Carbon monoxide detection shall be installed in a central or otherwise approved BUILDING. SHALL COMPLYAS FOLLOWS: Provide HP LOW-E glass; U = .30, SHGC = .29 location in each occupiable space in a commercial building and within 10 feet of O Smoke Detector FIRE BLOCKING SHALL BE INSTALLED EGRESS: shall meet R 310 the entrance to sleeping areas and sleeping units in residential buildings S R312.2.2 WINDOW OPENING CONTROL DEVICES: IN ACCORDANCE WITH R302.11 WINDOW FALL PROTECTION: shall meet R312.2 and commercial buildings that. Carbon Monoxide Detector WINDOW OPENING CONTROL DEVICE SHALL THRU R302.11.2 AND DRAFTSTOPPING 1. Have a communicating opening with an attached motor vehicle related occupancy, CO Refer to DWG-1 General Notes PER R302.12 THRU R302.12.1 MINIMUM EGRESS SIZE: 244 DH 3049 COMPLY WITH ASTM F 2000.THE OPENING 2. Share one or more common walls with an attached motor vehicle related occupancy,or In accordance with Section 915 of the DEVICE AFTER OPERATION TO RELEASE THE Substitutions made upon meeting Code. 3. Are located one story above or below a motor vehicle related occupancy. 2020 IFC, R314, R315 of the Residential DEVICE SHALLALLOW THE WINDOW TO See page one, general notes for additional code of NYS FULLY OPEN TO MEET THE CLEAR OPENING code requirements. AS REQUIRE TO MEET EGRESS R310.2.1 I i CONT.RIDGE VENT 12 12 8 � � 8 W ASPHALT SHINGLES U Z W GUTTERS&LEADERS Q AS REQUIRED TYPICAL (f) Top of Pilate— - — - — Top of Plate— - — — W 10 W ry V 0 o O Q �— � O �- ao � (nQ vZ 0 O Top of Swbfloor O O � Top of Subfloor Top of Pilate Top of Plate_ - - - - - - - - - 0 W C o ® � Z .CzCn WOOD STEPS AND LANDING ® ■ O O E 4— TO GRADE. HANDRAIL& O In Lp GUARDRAIL IF REQUIRED O O 00BY CODE ' co -1 n III h 11 n L�JL n - 0-) O r r' Top of Siubfloor ta Top of SubfloorE H OE c Top of Fcoundation Top of Foundation - - - - - - - - - - m.4 F 0 `m w o w U I U T FINISHED C RADE N o s �•a s $ ------ ------ R303.8 Exterior Stairway Illumination Exterior stairways shall be provided with artificial light source O c N Y >a � a Z o m!� 2co m5- T oc3 located at the top landing of a stairway.Exterior stairways ' r 2 c o L c'c 3 00 providing access to a basement from the outdoor grade o o $ o = to: -m t -S level shall be provided with an artificial light source located C: m rn a — a°-' cn— y _m at the bottom of the stairway. t r c a m 8 4;o f I 0_O C 0 0 0 U O 1 1 U C D O Cr U p w p (II _ N C I I cc�,�.0 Z� Q N C a) C N O Top of Footing Top of Footing L E L o - - - - - - - - - - - - - - - - - - - oc c aE m a� o Io Ov� f- UCAM6 FL- mEa.Goa REAR ELEVATION RIGHT ELEVATION SCALE: 1 /4" = V-0" SCALE: 1/4" = V-0" TOP OF ROOF CONT.RIDGE VENT 12 12 8 � � 8 -0 ASPHALT SHINGLES U rn C GUTTERS&LEADERS N AS REQUIRED N N 5 0 TYPICAL O Top of Plates — 12 Top of Plate N 'C 0 12 m 2 W N U > N00 J W W T— CO U O U iY co N (q � a ' 0 O 00 0 N EE j -1 12 Top of Subffloor O 5 /—' O Top of Subfloor Top of Plate - Top of Plate j-- 00 EJ 00 n. . U �' � o o C'z Top of Subffloor — _ — — - �— - Top of Subfloor ~ >~ M Top of Foumdation Top of Folundation W 0 I I WINDOW WELL O TYP I CAL _ U LEFT ELEVATION FRONT ELEVATION co I I I 1 II SCALE: 1 /4" = V-0" SCALE: 1 /4" = V-011 I I Top of Footing Top of Footing - - - - - - - - - - - - - - - - - - - - - - - - i I _ COILlr1!�'�ULI"SHE-7HEG Ily" BRACED WALL PANEL.a E '�_EC =.LL Ui lE BRACING METrHOD rr• " _ < r = / CS-WSP CO%TINUOUS SHEATHING PER PLAN BRACED WALL LINE 1 1 1-2 1-A 1-B 2-1 2 2 2 A 2 B / WOOD STRUCTURAL PANEL DETAIL #1 ON DWG-2 TABLE R602.10.4 page 185 BRACING METHOD CS-WSP/CS-PF CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-P F COMITINUOUS SHEATHING BRACE WALL LINE SPACING(FT).b 17 17 32 32 17 17 32 32 j PORTAL FRAME DETAIL#3,DWG-2 TABLE R602.10.5 page 187 MINIMUM PANEL LENGTH(inches) 24'716" 24" 24" 24" 24" 24" 24" 24" �. H0 tI -`j"- ` D�.;rl GB GYPPSUM BOARD TABLE R602.10.3(1)Page 180 REQUIRED BRACING LENGTH(FT) 7.8 7.8 13.8 13.8 4.6 4.6 14 14 CEiICE ER=�.EG'. �LLF=.tiEL+-.T == LLu',e Et1D OF ER=.QED i;`-LL LIIJE TABLE R602.10.3(2)Page 181 WIND ADJUSMENT FACTORS a,b,c U END CONDI LION 1 END CONDITION 2 BRACED WALLL NOTES: 7 roI-;Luau' grE•'HE =--e-rE_ REFER TO DEITAILS ON DWG-2 1. EXPOSURE CATEGORY 1 1 1 1 1 1 1 1 Z FOR HOLDOWJNS,STRAPPING, BRACED77 W f WALL DIAGRAIIMS AND DWG-1 2. ROOF EAVE TO RIDGE HEIGHT 1 1 1 1 1 1 1 1 FOR NAILING:SCHEDULE. ALL BRACED 0 WALL PANELS;SHALL BE FULL-HEIGHT 3. WALL HEIGHT 9 1 .9 1 SECTIONS OF'WALL WITH NO VERTICAL 9 9 9 9 v� y OR HORIZONTIAL OFFSETS. W f f BWL 4. NUMBER OF BWL PER DIRECTION 1 1 1 1 1 1 1 1 i - - - - - BRACE WALL i LINE 5. ADDITIONAL SOOIb HOEDOWN DEVICE W :-r� "u!'sK�cEC'.,•-;.Lr�LE_ »r,... =r-=_r=1�e_ 6. GYPSUM BOARD OMITTED L.1_ E�,'OF s""rE '• �u ur,E 1. BRACING REQUIREMENTS AS FPER TABLE R602.10.3(1) END CONDITION 3 END CONDITION 4 2. MINIMUM LENGTH OF BRACED)WALL PANELS AS PER TABLE R602.10.5 7. GYPSUM BOARD FASTENING �/ 3, BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7 I..L._ O 4, EXTERIOR AND INTERIOR WALLLS PARALLEL TO A BRACED WALL LINE REQUIREMENTS 8. HORIZONTAL BLOCKING IS OMITTED 2 2 2 2 v^J Q r Z ,,. SHALL BE OFFSET NOT MORE'THAN 4 FEET. Return panel: 24" for braced wa" Ines sheathed w;th 5. BRACED WALL PANELS SHALL I BE FULL-HEIGHT SECTIONS OF WALL rn .�...+ / ctal ane!s 6. A AT SHALLCED NOT PANEL ERTIMAL OR WITHIN V N 1 o FEET FROM EACH RESULT REQUIRED BRACED WALL LENGTH (FT) 14 15.6 12.5 13.8 8.3 8.3 12.6 Woo stru ur r 12.6 0 32 far b faced ^:a" Ines sheathed w th END OF A BRACED WALL LINE TABLE R602.10.5 page 193 ADJUSTED LENGTH 1.5 x ACTUAL (FT) 2.6 L.L structura .. w j f berboa,d 7. THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL IQ PANELS SHALL BE NOT GREATTER THAN 20 FEETAS PER FIGURE PER PLAN BRACING LENGTH PROVIDED (FT) 16.16 18.9 1 U Distance D: 24" for braced v,a'% Ines sheathed with R602.10.2.2 6 16 16.7 15 16 16 Q s" Wood structural pane's COMPLIANCE YES/NO Y Y Y Y Y Y Y Y 32" for braced Wa" lines Sheathed with W W '� structura'f berbcard U) z a.Linear interpolation shall be permitted o o � y._.O END CONDITION 5 n y b.Where three or more parallel braced wall lines are present and the distances between adjacent braced wall lines are different, ^ Hold-down 800 Ibs capacity fastened to the edge of Vie the average dimension shall be permitted to be used for braced wall line spacing. i..l� = N 0 device: braced v';a'F panel closest to 1')e corner and o to t'le fcundal`.on or floor f'aming belowABBREVIATIONS; BWL=BRACED WALL LINE, CO BW=BRACED WALL, ry For Sh 1 Inch=25.4 mm, 1 foot=305 mm,11b=4.45N CS-WSP=CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL N o FIGURE R602.10.7 CS-PF=CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION L- END CONDITIONS FAR BRACED WALL LINES WITH CONTINUOUS SHEATHING y 'n C E'� C In � � m•EE 0 r� Ins o0 CD c f6 c a c c Z n I MI U � C C NC (�,O C O'O 0 0 f6 Q O ` O.2 b 0.N� c0 m' a'° `oc3 m Q J 3: o- °U o OC -U N 4 _ .. :c' - rn C D_ a w 01 m, m , 41_011 �]r)1-OII , 1 11 L C� L 0-Np'�3 O•C 1 III 1 11 1 11 ,JG U C 0 't 4-0 La`== � � �a ° o 4-0 32-0 4-0 ys �� � wr-CD 0 C - E U O a v' co Z:c Q c C m o I a E m o L 1 7'-7Y' 1 1 ° o-° o .c c w I- 0 :3'0 F- m E o.E o n 4'-0" 4'-0" 1 I I � CS-WSIP 1 CS-WSP CS-WSP I CS-WSP CS-WSP CS-WSP t CS-WSP i 1 1 a rn a a 1 I co - o o o 3 o v Eb I I U C I C U BWL 2-1 ' BWL 1-1 1 - - - - - - - - - - - - � - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - a - -- - - - ' 1 _ a 1 co 0 1 I U Q) I I 1 I U ' I C I NM o No I o WI- O ,- ti N O - ----- 1 0 o I ------ - , '0 CD 1 ------- ' ------- C0 > co a. cn I _ I W -- ---- ------- U > 2'! Q U ' a I -- ----� < N Cl)(lo I - 1 I U) o ' I ------- U .----- 9------------ ------ - (L , , , U) ------- I Ub 1 I 1 I U U 1 BWL2-2 ' ' ' BWL 1-2 1 II 1 v a I vi U ' PO L FRAME.CONTINUOUSLY SHEATHED ; xj 4 U) I o o RT� AME.SEE DET 3 ' I can o U CLOS U -�' �' V i ,ON DWG-2 AND i 'S -v'. 7) U ' , Flf URE R602.10.6.4 d. v 2-2x10 CS-WSP CS-WSP CS-WSP I CS-WSP (CS-PF I CS-WSP CS-WSP CS-WSP CS-WSP I CS-WSP U N O � z .0 1 w 4_1 N U I 3'-51/z' 3'-2Yz' 3'-2'/z' I 2'-6'/" '1 II ^ �. -9'/2 , 4'-1 1'/2 2'-5/4"' 3'-2Yz" 3'-2'/2" , 2'-6'/a" qq ' 4'-0" ' 32'-0" ' 4'-0" 0 321-011 41-011 1 I I I 2ND FLOOR WALL BRACING PLAN 1ST FLOOR WALL BRACING PLAN • SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0"