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HomeMy WebLinkAbout51161-Z �O��OF SOpTyo`o Town of Southold * * P.O. Box 1179 0 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46757 Date: 01/06/2026 THIS CERTIFIES that the building ACCESSORY ALTERATION Location of Property: 7005 Route 25 East Marion, NY 11939 Sec/Block/Lot: 31.4-3 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 07/25/2024 Pursuant to which Building Permit No. 51161 and dated: 09/10/2024 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Addition to an existing detached garage as applied for. The certificate is issued to: Cadmus PR Irry Trt , Cadmus M Irry Trt Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 51161 12/09/2025 PLUMBERS CERTIFICATION: Aut rized ignature �o4,�oFse�Tyo<o . TOWN OF SOUTHOLD BUILDING DEPARTMENT • TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51161 Date: 09/10/2024 Permission is hereby granted to: Paul R Cadmus 7005 Main Rd East Marion, NY To: Construct an addition to an existing detached garage accessory to an existing single-family dwelling as applied for. Premises Located at: 7005 Route 25, East Marion, NY 11939 SCTM#31.-1-3 Pursuant to application dated 07/25/2024 and approved by the Building Inspector. To expire on 03/12/2026. Contractors: Required Inspections: Fees: ALTERATION OF ACCESSORY BUILDINGS $294.00 CO-ADDITIONS TO ACCESSORY BUILDINGS $10b.00 Total $394.00 Building Inspector *pF SO!/ryolo _ Town Hall Annex Telephone(631)765-1802 54375 Main Road G P.O.Box 1179 Southold,New York 11971-0959 Oli�`rOUIYI�i`� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Paul Cadmus Address: 7005 Route 25 City: East Marion st: NY zip: 11939 Building Permit#: 51161 Section: 31 Block: 1 Lot: 3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Electrician: Corazzini Electric License No: 33419ME SITE DETAILS Office Use Only Commercial Indoor X Basement Service Solar Residential X Outdoor X 1st Floor X Pool Battery Storage As-built Renovation 2nd Floor Hot Tub EV Charger New X Addition Attic Spa Generator Survey Mezzanine Garage X Dock INVENTORY Service 1 ph In-wall Heater Recpt Ceiling Fixtures 1 Smoke Detectors Pump Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 2 CO Detectors Heater Main Panel A/C Condenser Single Recpt RecessdFixtures Combo Smoke/CO Transformer Sub Panel 80A A/C Blower Range Recpt Ceiling Fan Heat Detectors Salt Gen Transfer Switch Mini Split Dryer Recpt UC Lights Fridge AutoCover ARC Blower Heads Switches 1 Pucks Lights Dishwasher Mini Fridge GFI SepticDisconnect Emrgency Strobe 4'LED r Microwave Garbage Disp. ARC/GFI ERV Exit Lights Bath Exhaust Hood Dehumidifier Other Equipment: 80A Sub Panel 20 Circuits/4 Used Notes: Addition to Back of ACC. Garage Inspector Signature: r Date: December 9, 2025 ho�apF SOUTyO�o # . ` . TOWN OF SOUTHOLD BUILDING DEPT. cou►�,�i� 631-765-1802 INSPECTION [ UNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ FOUNDATION.2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE.& CHIMNEY [ ] .FIRE SAFETY INSPECTION [ _] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ . ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: S 014- -�b � I DATE o3-/3 -o? J� INSPECTOR OF SOUTyO� # # TOWN OF SOUTHOLD BUILDING DEPT. courmN 631-765-1802 N-SPECTI O N [ ] FOUNDATION.1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ q--`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: 7(z �s DATE INSPECTOR V SOUjyolo # # TOWN OF SOU O U SOUTH OLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] .FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: K&wlo"n , DATE INSPECTOR OF SOGIyO� - - - - -- -- ✓�� � # # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECT-ION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ae'KINAL OAel-t [ ] .FIREPLACE& 'CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: hg Q"V �AA G eaY fit" DATE G-17 o75- INSPECTOR SOUIyo� 51 —7 # . TOWN OF SOUTHOLD BUILDING DEPT. Coorm��` 631-765-1802 INSPECTION ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE 9 �'v� INSPECTOR FIELD INSPECTION REPORT I DATE COMMENTS p v t■o FOUNDATION (1ST) ------------------- ---�a----- o s +c wa bQ6411'& FOUNDATION (2ND) z � H ROUGH FRAMING& �y PLUMBING A W �r t� INSULATION PER N.Y. STATE ENERGY CODE (o4 •a vt91.2d x /4. A. Ole- &64r4c FINAL ADDITIONAL COMMENTS P,""( O'l"1 20 rn k b Q� r y � z H x d b y ;..h zrre�.i=c`.. TOWN OF SOUTHOLD—BUIL ➢rNG DEPARTMENT Town Hall Annex 54375 Main road P. O. Box 1179 Southold,NY 11971-0959 %�; Telephone(631) 765-1802 Fax(631) 765-9502 IA(tt.iS:l/iY-W W.SOLAhOIClt()tvz1> ._t�ov APPLICATION FOR BUILDING P �� �T ._.v Date Received For Office Use Only D AlpI D PERMIT NO. Building Inspector: I JUL 2 5 2024 Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. where the Applicant is not the owner,an BUILDING DEPT. Owner's Authorization form(Page 2)shall be completed. TOWN :)F SMiTI3.0I Date: TUL.'`r 22., 202Li OWNER(S)OF PROPERTY: Name: PAuL CA Dt IL-1-5 SCTM#1000- Sic 31 13LK .- LaT-3 Project Address: 7005 /-fAI°1 ROA13 , EAST , tCY l(069 Phone#: Email: Aasl,..c.(` �eG �-arvCt�i� ,tnEj Mailing Address: SA ti r CONTACT PERSON: Name: 'PALJ[, CA-'f)F-- u-5 Mailing Address: S A hfC-- Phone#: S Ai N F-� Email: SA K1< DESIGN PROFESSIONAL INFORMATION: Name: MARK k SCHWAR z. Alfa ARC"tT.cT' 'PLLC Mailing Address: RD. 'GoX 9,S3 triu-1'6kc aur-- l N`( 119SS' Phone#: 630- 73y- '41S,5 Email: MKSAR(:1$I-I"Fr--re8pjr HL1N'�- 14 C-T CONTRACTOR INFORMATION: Name: J ASt-fAR C GM STRuC--f lC t4 Mailing Address: PC), fbdV, LtS t Sa,,r0CL1:j- N.Y. 11 97 f Phone#: 631 --76 9 Email: Zi AS MAC:03 @/40 L .C C FJ DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure RAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes XNO Will excess fill be removed from premises? Iles ❑No 1 i PROPERTY INFORMATION Existing use of property: a Intended use of property: ?��c�7Ct4e,>✓ Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to /t ® this property? ❑Yes ®No IF YES,PROVIDE A COPY. B'Checic 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 na e): A K J'GI-JwA9 T Z �Authorized Agent ❑Owner Signature of Applicant: Date: 0 71e** 24' STATE OF NEW��Y++ORK) COUNTY OF JU �� - 'Ir being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)(above named, �j CONNIE D.BUNCH Z )Notary Public,State of New York v No.01BU6185050 (S)he is the QualifiediD&uffolk Count (Contractor,Agent,Corporate Officer,etImmission Expires April 14, 2 of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. nnSworn '� p�before me this p►5�day ofu� ' ,20 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, epAu L CAa�3h�raS residing at 7006 r-fAIM RD CASE" KAR(014 N`C do hereby authorize to apply on my behalf to the To f�lothold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 F04cQG BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD M - Town Hall Annex- 54375 Main Road - PO Box 1179 �- Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 iamesh(D-southoldtownny.gov — seand(D-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Z. —) t Company Name: w (% Electrician's Name: �q `�• License No.: `�" � Icy ._� Elec. email: IZJG o20 EF1-0X L)19C..Mi5 i Elec. Phone No: _ 5 991;❑I request an email copy of Certificate of Compliance Elec. Address.: lvt&.P-1 ed C,+'rd%,oeiz: W JOB SITE INFORMATION (All Information Required) Name: C 0 CMOs Address: CVF m in i2a +LPSr J1419-rz,-01%1 Cross Street: Phone No.: Bldg.Permit#: Sl F&I email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: c� Circle All That Apply: Is job ready for inspection?: 0 YES ❑ NO ®Rough In ® Final Do you need a Temp Certificate?: ❑ YES ® NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑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 r-< /D �$2� 4-24 5-1 T�'- BUILDING DEPARTMENT- Electrical Inspector �O Gy TOWN OF SOUTHOLD �£o Town Hall Annex- 54375 Main Road - PO Box 1179 "' Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 - V ' `f iamesh southoIdtownny.gov — seand(cilsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: t. --) z Company Name: Lo 1 M - 1 a Electrician's Name: Gpla C-azo-zzt t-ti License No.: -53z1 Iot _Tut C Elec. email: QC, Elec. Phone No: 6-31 _ ;clg ❑1 request an email copy of Certificate of Compliance Elec. Address.: ea ,.ird%a&Lz iq JOB SITE INFORMATION (All Information Required) Name: CioVmos Address: ac)5' t%talM i213 Cross Street: ,LL9 ,r'r2 Phone No.: Bldg.Permit#: 'J y(01 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): 1 r Square Footage: c� Circle All That Apply: I V15 I 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 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect[—]Flood Reconnect[]Service Reconnect❑Underg round❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION L 26� {Pa,,oL �16C),00 rt co /o 1 �-27 cep- s1 �s PERMIT# Address: Switches l Outlets GFI's Surface Sconces I,1 H H's UC Lts Fridge HW POOL Fans Mini Fr. WAD Panel Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service g9mp Have Used Sub --Amps Have Used zu Comments APPROVED AS NOTED DATE:�� B.P.# 51 `t I FEe 3 9 1' CO BY: COMPLY WITH ALL CODES OF NOTIFY BUILDING DEPARTMENT AT NEW YORK STATE&TOWN CODES 631-765-1802 8AM TO 4PM FOR THE AS REQUIRED AND CONDITIONS OF FOLLOWING INSPECTIONS: mmT mzm FOUNDATION -TWO REQUIRED gQIjINOLDMUIMI MAM FOR POURED CONCRETE m };p TowNiffij ROUGH-FRAMING&PLUMBING N.Y um INSULATION LDN FINAL-CONSTRUCTION MUST AHD BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW t YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS RETAIN NT TO CHAPTER 236 WATER FF PURSUANT OF THE TOWN CODE /^ S W M El 00 bo O EXISTING SOUTH ELEVATION SCALE: 1/4" = 1'-0" FT L7 � A O j M W 00 ILI O cn I � V4 1 Mco 0 ON V - �- I V PROPOSED SOUTH ELEVATION EXISTING EAST ELEVATION ° 0 SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" .° U, u " ON N w i u V Ll Mill Fm a a DRAWN: SCALE: PROPOSED EAST ELEVATION JOB#: -- SCALE: 1/4" = 1'-0" - ,�„ 4 ,� 6/23/2025 SHEET NUMBER: A- 1 /1HR-/-, 1� v aHvIn, 0 W F--�I - - O Q Q EXISTING NORTH ELEVATION SCALE: 1/4" = V-0" W L7 w o Q � ®13- W ull:jl ---I T-I I- - -I - - - o Ij U, m cu ° ai °` 5 x v 9 T O v w .m PROPOSED NORTH ELEVATION EXISTING WEST ELEVATION SCALE: 1/4" = V-0" SCALE: 1/4" = V-0" 40 U) U v a, N 0 d Hill 11 _ u O d N ®® LJ I ly IIIIIIIII 111T FT s . PROPOSED WEST ELEVATION SCALE: 1/4" = V-0" p DRAWN: SCALE: a. JOB#: ¢� J 6/23/2025 SHEET NUMBER: Art II w a•o< • • • • a,.•�.a"mnn -1 Ll otw,exa. rE.na•osal �( • • ta�+w, snu,ntn� wt�aAm�>ua•oae I • Q roc • • snns TYPICAL WINDOW OPENING r PANEL SPAN EQUAL OR SMALIERrx'u�ns _ _ THAN 4FEETim ,r��� _— Y_________ ________ R -----_ rs•oc • • 1Y ram- - ---_____tur________ ________tau________tL---- /I 'Y 1 1 11 TYPICAL DOOR OPENING 1Y 1 1 11 u PA14EL SPAN GREATER THAN 4 FEET ­11­ ;sites—Rco vxsrexea tsot vraxs r0aaaaa^ AND EQUAL OR SMALL ER Toucs ecn--.L"-sna no,avr000-saex II 1 12 1 11 Icy THAN 6FEET "xiwoxurspxvowc x"e ®�"'"T'•"�" roc IY 1 L . a ta�=%' Mg—LN TIPLE THAN OPENIN asrero„eR� m '1 1 2X8 RR(cD16"OC PANEL SPAN GREATER THAN fi FEET �1 AND EQUAL 8��ALLER 'a'is'®°µaarzw n t6•oc II 1 I 1 WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL THAN Q AS PER SEC.R301.2.1.2 NYS CODE:PROTECTION OF OPENING Bey ______________D_B_L_RA_RAFTER AT_C_O_LL_A_R_TIE_S_________ WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" rl�-- --------------------- -------------------- AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO --- -- -- --- - -- --z ----4] OVER GLAZED I COVER OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL 1 I I 1 11 e CABLE. Z A OPENINGS MUST HAVE LLSTRU PANELSU ST BEMON ECUT TO SIZE AND READY TO USE OONON RANNY�NNEW WINDORWS E.AND DOORS.SHUTTERS UST BE MARKEDDESIG URE r-0R WHATES WHERE i5 APPTO COVER. A HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. P / \\ LIJ %D s � 1 u 1-3/4X7-1/4 ML RIDGE R/l 1 If (2)9-1/2 ML �)6,O :7414 ML RIDGE RIDGE C R30 INSULATION _ - AT RAFTERS '7 (2)9-1/4 ML(1 ON EACH SIDE OF DBL RAFTER) )/ ce v, m , W THRUM--BOLT —-—- N O III Z� 1 11 1-y t ------------------------ ---------------±?' == aa O ra DBL RAFTER AT COLLAR TIES S" n 0o u , In ,1 1 1 11 � 12 1 l 5 +/2 2X8 RR 0)16"OC' I ,11 / 111 UU R201NSULATIO ,Y 1 1 11 2X6 ACQ SILL PLATE I AT EXTERIOR WA LLS TERMITE SHIELD SILL SEAL _IY i _ _ _ -____ __ _ __a 11 L MIN.4"PC SLAB w/10/10 6X6 WMM _ _ _ ------------- -- -- ---- -----__ ---___--- 6"MIN. _•• ' .11 . . . . .. .. . . . .. O = q = ail=ll'(=uI=III=Iii=-li1--11'i—lil—iif•"IIl' 'i(I"•'Ill' fII=III=1i111C'=111=1 '4 =III=iiI=III ,!� T� 8"PC WALL (TYPICAL) R10 INSULATION UNDER SLAB o j �� i m N� s~ o rn e �L •p ,p U 1 I x Co • r 16"X8"FOOTING �p ' Q U (2)#5 REBAR <kl >� CROSS SECTION A j1 X O @, II 1 I +I U Lo v cC a Do �✓ SCALE: 1/4" = 1'-0" '� ' „ :� S ° 1 E"z~ U Generated by REScheck-Web Software '1 I', rn " CA 1' 1. INSTALL 2X6 DF#2 COLLAR TIES AT 48"O.C.OR AS SHOWN ON PLANS. Compliance Certificate nn v r 00 /EXISTING , ;� 2. ALL LAY OVER PLATES SHALL BE BOLTED TO RAFTERS WITH FASTENMASTER N o w 3-1/2"FLAT LOCK WOOD SCREW(OR APPROVED EQUAL)AT EACH RAFTER. 3. INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS Project CADMUS GARAGE „ 1 �' (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, -��_ -_ - -- -_ -- FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc.1 1 Energy Code: 2018 IECC , ,_ _ „ _ Location: Southold,New York u 1 I I 11 PER CODE. LW H Construction Type: Single-family 11 i 1 I Project Type: Addition 4. APPLY 5/8"THICK FIR CDX SHEATHING OVER ROOF FRAME. Climate Zone: 4 (5572 HDD) Permit Date: 1 1 li 5. APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND U Permit Number: i� ' "� DIRECTLY TO THE DECK ALONG EAVES. 0 All Electric false I , Y, U) Is Renewable false I , + 6. USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING.INSTALL ICE& Has Charger false WATER BARRIER UNDERLAYMENT AROUND PERIMTER AND AT VALLEY. Has Battery: false Has Heat Pump: false 1 , 7. DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHINGE-M� �J MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. 11 UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE Construction Site: Owner/Agent: Designer/Contractor: II I I I I i WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS EAST MAIN ROAD j1 _ __ _ _______ __ �_ ' COMPLETE. EAST MARION,NY _-- _- __ ------- - -- -- �- -' '- -� 8. INSTALL STANDING SEAM ROOFING OVER NEW ROOF PER MANUFACTURER ',atuub.�f'•, u; '„ ' ;,b, i " INSTRUCTIONS.PATCH EXISTING ROOF SHINGLES AS REQUIRED. U Compliance 3.6%Better Than Codeu Maximum UA, 84 Your UA: 81� Maximum SHGC: 0.40Ny Your SHGC 0.28 r t 9. GUTTERS,DOWNSPOUTS,DRYWELLS TO BE INSTALLED PER CODE. W The%Better m Worse Than Code Index reflects how close W 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 compbance path in REScheck.Each slab-on-grade N assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies W E PROJECT NORTH Ceiling:Cathedral Ceiling 338 30.0 0.0 0.034 0.026 11 9 Wall:Wood Frame,16"o.c. 640 20.0 0.0 0.059 0.060 29 30 Door:Glass Door(over SO%glazing) 41 Q.3U0 D.320 12 13 PROPOSED ROOF PLAN SHGC:0.24 SCALE: 1/4 = 1 -0 DRAWN: 29 0.310 0.320 9 9 (( ( (( ? "•apd"} SIDELIGHTS:Wood Frame -� SHGC:0.22 ,�-t c• '► K„m DOUBLE FILINGS:Wood Frame 60 0.290 0.320 17 19 SHGC:0.33 {) `' ,i SCALE: AWNINGS:Wood Frame 11 0.270 0.320 3 4 'i `?,�• •ar' V SHGC:0.34 _ +"";T,y`st"'.. Y JOB#: 6/23/2025 #r SHEET NUMBER: Project Title:CADMUS GARAGE Report date: 07/16/24 Data filename: Page 1 of 2 A-4 SITE DATA z 18'-0•A4Ax. C.to C. PROPERTY: 22,015 SF 0.7 ac O ESTIMATED AREA OF 2,500 SF - GROUND DISTURBANCE: GRADE OET ------------ - P / EXISTING: AREA LOT COVERAGE: �O HOUSE: 1.988.8 SF WEST PORCH: 155.4 SF PORCH 110.0 SF SOUTH P PERSPECTIVE VIEW SHED: 193.2 SF GARAGE: 367.2 SF 36" MINIMUM 2 x 2 FENCE POST TOTAL: 2,814.E SF 12.78 WOVEN WIRE FENCE O (6 x 6 - 10/10 WWF) PROPOSED: AREA LOT COVERAGE: E—�1 Z 81 GARAGE ADDITION: 337.5 SF 1.53% ^ FILTER CLOTH 128"9 FBI SLpp f N C COMBINED TOTAL: 3,152.1 SF 14.31% G� N 570 391 00 G EMBED FILTER CLOTH Df �ti Fri METES AND BOUNDS: SURVEYOR: NORTHSTAR SURVEYING,P.C. MIN. 6" INTO GROUND Z syF� DATE SURVEYED: JULY 2,1998 ZONE:R-80 ELEVATIONS REFRENCE: W --111 Q NON-CONFORMING NAVD 1988 NOTE: FLOOD MAP No. MAXIMUM DRAINAGE AREA A • FLOOD ZONE X 1/2 ACRE / 100 LINEAR FEET /v` 36103CO176H SECTION DETAIL r - SILTFENCE 7 — SCTM: 1000-31-1-3 ACCESSORY BUILDING,PER 280-15,MAXIMUM W SILT FENCE DETAILS I PROPOSED` 16.9' ' SIZE PERMITTED IS UP TO 1,200 SF Z O I TOP SOIL I / ' MAX HEIGHT/SETBACK(SIDE AND REAR): Q z Iz \oc '/ jj��/ i 18'h-10';20'h-15';22'-20' 0 M ILL 'J i jU/hl l 1� _ci 8x4' DW PROPOSED ~1 CONCRETE I 0.T O.T WASHOUT 24.3. r l W STORM WATER MANAGEMENT DETAILS - I EXIST.1 STOR GARAGE LOCATION: SF AREA: 100%RUNOFF AT DRYWELL DRYWELL 2"RAIN PER HOUR PROVIDE: CAPACITY: 18. ' ROOF AREA: 954.2 SF 159.4 CU.FT. (1)8'dia.,4'deep 169 CU.FT. 79.3' O e1 m N � 0 O cri M (i � OGEE GUTTER-STANDARD S" O NOTES. Pm <3N M O .. 1).EXECUTION: ¢' U A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. 30.0' tz 2).PREPARATION: v / A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. O HU OD B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR '-1 \ ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE LINDER THE PROJECT CONDITIONS, IT V C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR METALS WITH PROTECTIVE BACKING PAINT. E)((ISTING CU CU ^ 19.3' LNDG U RC" a N y I3.INSTALLATION: P A).PERFORM WORK IN ACCORDANCE WITH WA HANDBOOK AND THE DRAWINGS. �- Lt7 V ++ 1).GUTTER TO BE PITCHED TOWARDS LEADER I"TO 2"FOR EVERY 4(r OF RUN. Q ON v fj 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. a).COPPER I LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND N (U CU ACCESSORIES. > C. B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SIP JOINT d' O (Sa 3).CONNECT CONNECTORS. NSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SELL. pRY � ` ) PLO CONNECTION WATERTIGHT. ING i ST DRY WELLS TO BE 10'MIN. a).PROTECTION: EXIST I LOUSE AWAY FROM HOUSE A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. I V 8).TOUCH-UP.REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL COMPLETION. I W ` O ° A 1NG 2 STORY z o O ° I EXIST }LOUSE r , x - v U Lu EXISTING PORCH LaM O 0 21„q 0 N 0 O N � �t a p Z 618.07' ►{T^� 0i 01 oN V f► '� C " E � 106.601 � 11 IS560 141 00 NAA11� p,0 ND AV DRAWN: SCALE: Z PROPOSED SITE PLAN 4,. .Q�.i= ,� JOB#: SCALE: 1" = 20'-0" ,, --.f--''` 7/23/2024 SHEET NUMBER: S o S-1 U) z - - - - - - - - - - - - - - - - - - 0 1---1 ----------- ............ -- W 0 N-4 - nQ EXISTING SOUTH ELEVATION SCALE: 1/4" = 1'-0" W A 0 -- - - - - - - - - - - - - - - - - - ° � H HII N c i 00 bo O c—� cf, N �00 O M X V f — - - = m T O 2 v O � X 0 of PROPOSED SOUTH ELEVATION EXISTING EAST ELEVATION � g " :F SCALE: 1/4" - 1'-0'► SCALE: 1/4" = 1'-0" X. It �n U C�C N 41 G .0 W W 0 _ - N Hill ilil I I I I IFI 11 1 U a a x DRAWN: PROPOSED EAST ELEVATION 'd SCALE: v SCALE: 1/4" = 1'-0" r F3�'lt�, JOB7/23/2024 SHEET NUMBER: A- 1 V) z 0 Wll I--i Q z z F-4 H Q Q EXISTING NORTH ELEVATION SCALE: 1/4" = 1'-0" W q O 0 c o 0 Q Fm ®®- W o M $ cn v 1� o" c� O O 0 "M .6 w ® PROPOSED NORTH ELEVATION EXISTING WEST ELEVATION M v SCALE: 1/4" = 1'-0" SCALE: 1/4 1 -0 m .n v N o 0000 — — V O �3 N x a PROPOSED WEST ELEVATION SCALE: 1/4" = 1'-0" _ '* " F '+ DRAWN: SCALE: JOB#: 7/23/2024 SHEET NUMBER: A-2 0 H W 16'-10'/s" Q� 16'-10'/z" Q DBL STUD Z 8'-5'/4" ) 8'-5'/4" TW3042 TW3042 TW3042 TW3042 �' ------ ---" ----------------- ---- ----- -------------- D _ Ied •--------------------------------------------i p� O (2)2X8 HDR \ °" 8"PC WALL OVER 16"X 8"FOOTING. TOP OF WALL TO MATCH EXISTING ; ' ; 0-4 m b FOUNDATION(MINIMUM 6"ABOVE GRADE) ' �"•� m FOOTING TO HAVE(2)#5 CONTINUOUS 1-�I m ; yo ; REBAR.FOOTINGS TO BE MINIMUM 3'Co N ¢ BELOW GRADE AND REST ON UNDISTURBED + N i SOIL. O - _--_----_-- (2)13/4X9_1/4ML COLLAR TIE " , . 1 INSTALL 5/8"dia.ANCHOR BOLTS AT 72"OC ' d o _ ______________________________________________ A A \ - A AND WITHIN 12"AT CORNERS AND14 ; INTERSECTIONS.BOLTS SHALL BE SET A ' `\ 4 MINIMUM 7"EMBEDMENT INTO THE WALL �{ 00 _ ; 11, AND PROJECT OUT TO SECURE THE SILL PLATt. DBL STUD PROPOSED WORKSHOP w ' a ANCHOR BOLTS SHALL HAVE A 3X3 WASHERS + W uj WITH NUTS(TYPICAL) ; 0 O B Q J O 7 I 1 1 � 1 I 00 - I I N n N 4 O x' INSTALL MINIMUM 4"THICK CONCRETE SLAB. Q N SLAB TO BE REINFORCED w/10/10 6X6 WMM / ;4 ' AND INSTALLED OVER CRISHED,COMPACTED GRAVEL(TYPICAL).TOP OF SLAB TO MATCH TOP OF FOUNDATION.Z0 d., O + I 1 1 & i 0 0 = - ---------------------------------------------- ZI - ----------------------------- ----------- Q O (2)1-3/4X9-1/4 ML COLLAR TIEON p A t O 1 • i I p , 1 0, 1 GENERAL CONTRACTOR TO REVIEW EXISTING FOUNDATION (� " 8 PRIOR TO EXCAVATION AN FORMING WALL SHORE UP,REPAIR, i MATCH EXISTING 8" ; ; OR REPLACE EXISTING FOUNDATION AS REQUIRED.REVIEW WALL HEIGHT WITH ARCHITECT PRIOR TO COMMENCEMENT OF WORK. (8'-8"TO SLAB) MIN.(2)7-1/4 ML #5 REBAR #5 REBAR POST ABOVE TO RIDGE @12"OC @12'OC + o ' , r-1 cn N C0 M (u �V v O CIO, r�i � PO p, \mo .G O W © of 1. PLATE HEIGHT TO MATCH EXISSTING(--8'-8"ABOOVE SLAB).WALL TO BE FRAMED OVER 2X6 ACQ SILLPLATE.SILL PLATE TTO BE INSTALLED OVER TERMITE SHIELD AND SILL SEAL PER CODE. t 0 9 r- 1 IT 2. EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF##2 STUDS AT 16"O.C. a' tz V 3. EXTERIOR SHEATHING TO BE 5/8"THICK FIR CD)X PLYWOOD. v~, 4. INSTALL CEDAR SHINGLES(MATCH EXISTING)WATH REQUIREDtz EXISTING GARAGE w UNDERLAYMENT EXISTING N v 5. PROVIDE 2-2X8 DF#2 HEADERS OVER ALL BEARRNNG WALL OPENINGS � ; ,� R] cv UNLESS OTHERWISE NOTED.ALL OPENINGS OVPER 3 FT.TO HAVE 2 JACK I b STUDS ON EACH SIDE OF OPENING.PROVIDE 3;JACK STUDS ON EACH N SIDE FOR MICROLAM HEADERS. -------------------------- 6- INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKIIING,etc IN CEILINGS (MAX.10'OC)AND INTERSECTING WALLS,LOAED-BEARING WALLS, W ' FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPEE PENETRATIONS,etc- , I I ' V � PER CODE. 7. ALL EXTERIOR OPENINGS TO HAVE DESIGN-PREFSSURE UPGRADES WHERE , i I i APPLICABLE.PROVIDE DEBRI-PROTECTION PANIELS WITH FASTENING U) HARDWARE UNLESS OPENINGS HAVE IMPACT(,LAZING. En I 1 i ' 8. ALL SPACED MULLS,VERTICAL OR HORIZONTALL,TO BE PROVIDED WITHE-mm( ' 2-2X DF#2 STUD POSTS UNLESS OTHERWISE NOTED. = 1 i Y N 9. SHEETROCK WALLS AND CEILING/COLLAR TIES TO BE FINISHED. N"r 10. VERIFY FLOOR FINISH WITH OWNERS(SEALER.I EPDXY COAT,etc) k ,I , V x OW+E W E PROJECT NORTH N T PROJECT NORTH S a PROPOSED FLOOR PLAN PROPOSED, FOUNDATION PLAN ,� 11 = ►� SCALE: 1/4 - 1 -0 SCALE: 1/4 1 -0 DRAWN: ( s, SCALE: JOB#: 7/23/2024 :a. SHEET NUMBER: of A- 3 .-•.: Z H n�ae„wE LE ' ae�m"c mcosa, 0 r"smretn,e ax�a � wml vac • • wWxa m TYPICe1 WINDOW OPENING - r�-r- P • O PANEL 5PATHAN FEET ER "tee-v" Tarr u"""ia;m I, •�--,ll,_ �rum�w rcm � • II 1 1 1' TYPICAL DOOR OPENING PANEL SPAN(HEATER TMAN1Fl}T ��® axamsca �� 1, , 1 tl AND EQUAL OR SMALLER 12 THAN 6 FEET 'awo wirsnc 1j 1 111 ICI TYPICAL MULTIPLE OPENIN 2X6 RR 16"OC GS ""t a ' 't 1 PANLB.SPAN GREATER THAN 6 FEET « AND EQUAL OR SMALLER 111 'I' 11 THAN 8 FEET >n new"xruwnx „ , 1 I WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER SEC.R301.2.1.2 NYS CODE:PROTECTION OF OPENING 'Ly____ ____________ DB_L_RA_FTER AT COLLAR TIES_ W INTEORNE DEBRLS PROIECHON FASTMM SCHEDULE FOR WOOD STRUCtUNL PANELS wom STRUCTURAL PANELS WITH A MINIMUM THICIOESS OF 7/16' C _ __ __ __ __ _ _ __ __ _ AND MAMMON PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING MITECFION IN ONE-AND TWO-STORY BUILDINGS-PANELS SHALL BE PRECUT TO COVER GLAZED OPEMNGS WTTH ATTACHMENT HARDWARE PROVIDED.(REFER TD SEMON 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL 1 11 CONSTRUCTION CODE).THIS IS NOT A SIUBSTITINION FOR DESIGWPRESSUtE.ALL OPENINGS MAST HAVE DESIGNfRESAFLE UPGRADES WHERE APPDCABLE A ;; .S . .1 A ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS SHUTTERS MIST BE MARKEDFOR WHAT OR Tf IS TO COYl3L A HARDWARE MUST ACCOMPANY SHUTTERS FOR]INSTALLATION. 1 11 1 11 DOUBLE UP RAFTER � �� Nil � II 2-0 OH COLLAR TIES C) ; ;;MATCH 1-3/4X7-1/4 ML RIDGEEXISTIN -1/2 ML �k8 RR 12 7a14 ML RIDGE (2)9 O � 'F' A F� RIDGE �6 pC 4 R30 INSULATION fed III M 'I1 � a AT RAFTERS �.,' �,� 1� (2)9-1/4 ML(1 ON EACH SIDE OF DBL RAFTER) l. Ix vii DO Neo W THRU-OLT 2'OH 111 51' C) O �+ ------------------------ TMICA ------ - - r.-a -'---- - bBL TZA�E�2 Afi CO�LAit TICS >: 00 11 1 I p 100 It 12 ,1 1 2X8 RR 016"OC i iI W Its 4 �- II 1 , 11 FATEOX NSULATIO 2X6 ACQ SILL PLATE TERIOR W LLS : 01 TERMITE SHIELD / i It F 1 F SILL SEAL L— •---'-----------------�--- -_-�----------------------- a MIN.4"PC SLAB w/10/106X6WMM '1 - --- -------------- _ -- �--------- 6"MIN. . • A. — - - ,; ' ; '� O =III= F7�m SULATION UNDER SLAB O ' L Q 1 t 16"X8"FOOTING ' / Q r-I - Q" O m (2)#5 REBAR , ' 1; u' ® ey CROSS SECTION A oLO 4�✓- SCALE: 1/4" = 1'-0" 1 d in Generated by REScheck-Web Software r a 1. INSTALL 2X6 DF#2 COLLAR TIES AT 48"O.C.OR AS SHOWN ON PLANS. N ° 11 1 Compliance Certificate ;; , E UST N ' „ 2. ALL LAY OVER PLATES SHALL BE BOLTED TO RAFTERS WITH FASTENMASTER 0 Li 11 1 / I 11 3-1/2"FLAT LOCK WOOD SCREW(OR APPROVED EQUAL)AT EACH RAFTER. X. H I 3. INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS FI 11 'Project CADMUS GARAGE (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, I 1 1 a FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. � ' ° W Energy Code: 2016 IECC PER CODE., e -- -_ _- _- -- -- -- _� /Np E,y Location: Southold,New York Construction Type: Single-family u I I I 1F 4. APPLY 5/8"THICK FIR CDX SHEATHING OVER ROOF FRAME. Q'L Project Type: Addition , U Climate Zone: 4 (5572 HOD) 5. APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND - Permit Date: To , DIRECTLY TO THE DECK ALONG EAVES. Penult Number. All Electric false ' ' ' U) �`��` I I 6. USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING.INSTALL ICE& � Is Renewable false ' ' 1j WATER BARRIER UNDERLAYMENT AROUND PERIMTER AND AT VALLEY. ri Has Charger false Has Battery: false 7. DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOODM SHEATHING Has Heat Pump: false I ' ' MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. N UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE Construction Site: Owner/Agent: Designer/Contractor. li L ' 1' WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS Qt Construction MAIN ROAD iF _ _ __ _ _ ' ' t COMPLETE. EAST MAIN ROD __ - -- -- IL B. INSTALL STANDING SEAM ROOFING OVER NEW ROOF PER MANUFACTURER A1u'tt1 ;a �� 3 t INSTRUCTIONS.PATCH EXISTING ROOF SHINGLES AS REQUIRED. V 9 f n Compliance:3.6%Better Than Code Maximum UA: e4 YourUA:81 Maximum SHGC: 0.40 Your SHGC:0.28 t . GUTTERS,DOWNSPOUTS,DRYWELLS TO BE INSTALLED PER CODE. The%Better or Worse Than Code Index relkQs how close W compliance the louse a based on code nxdeoR Am It DOES NOT pr-Ide m estimate of energy use or cos[relative to a mmi—iide home. 11, ' \ Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade N \ _ assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. E PROJECT NORTH Envelope Assemblies Gelling:Cathedral CeilingY_ �336 �3 0 04 0.026 11, �0.03 ~- �9 �} I w ...g: _ � Wall:Wood Frame,16"o.c. 640 20.0 0.0 0.059 0.060 29 30 F Door.Glass Door(over 50%glazing) 41 0.300 0.320 12 13 PROPOSED ROOF PLAN I SHGC:0.24 SIDELIGHTS:Wood Frame 29 0.310 0.320 9 9 SCALE: 1/4it = 1'-011 y D A SHGC:0.22 DOUBLE HUNGS:Wood Frame 60 0.290 0.320 17 19 .'� c "y1. ' SHGC:0.33 ..; ' JOB#- AWNINGS:Wood Frame 11 0.270 0.320 3 4 - SHGC:0.34 '' :._ , a 7/23/2024 SHEET NUMBER: Project Title:CADMUS GARAGE Report date: 07/1624 A-4 Data filename: Pagel of 2 cln 0 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS �a USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. FTC KING STUDS CRIPPLE STUD RAFTER WALL STUD BOTTOM PLATE RIDGE HEADER LEDGER BATHTUB DOUBLE JOIST SIDEWALL JACK STUDS RAFTER O ENDWALL f_­! FLOOR USP NUMBER DESCRIPTION APPLICATION l ' 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 10-4 ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT Q CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION JUSP NUMBERI DESCRIPTION APP'LICATION RAFTER SIZEUSP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1/4"x12" 20go. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4'x24" 20go. STRAP PPLY OVER RIEIGE TO EACH RAFTE 2x6-2x8 LS26 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITHJOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE E FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 Il8qa. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED �1 RAFTER SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN • ' " • ' " • ' " ' " • ' " SIDEWALL FLASHING VENTILATION ►ry WOOD JOIST FOUNDATION TOP PLATE BLOCKING BLOCKING A O FINISH WALL AND MOISTURE 2x4 LEDGER STAPPING TO BE A T CHED TO WALL STUDS®48"OC• BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST O AND ALL WINDOW DOOR OPENING JACK STUDS AT WALL W MAINTAIN GAP ATTIC SHALL FREE PROVIDED WITH A FASCIA BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER w W THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER �j z INSTALL 4'0' O.C. �: SHALL BE COVERED WITH CORROSION- t ON TIN. SCREENED VENT 4' - 8' LSTA24 1-1/4"x24' 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH N. SOFFIT/ EXT. PLYWOOD `�1 N ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF V4 INCH IN DIMENSION. O INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE AND SO AS TO MAINTAIN AIR 8" — 14' LSTA30 1-1/4'00" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO N ALL OPENINGS / ACTION 4' - 6' RAFTER RT10 0-3/4' x 18ga. TYDOWN ANCHOR C EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND O INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" - 16" FLSTA3611-1/4'x36" 18ga. STRAP AND JACK STUDS 8" - 12' RAFTER RT20 1-1/8' x 20go. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS 1 KEEP ROOFING NAILS OUT [� OF FLASHING 2ND. FLOOR WALL ROOFING LAPS BASE U w FLASHING 4 INCHES RAFTER BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT I MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT WOOD JOIST O � CC F TOP PLATE aUGIRDER/HEADER cf) O en ON N 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC SIDE WALL FLASHING WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD X Ln AND RAKES -- PROVIDE HEMMED EDGES SO O M FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND RAFTERS PQ c� � O INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION O � 0. N 4' - 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED O KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH m ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE RAFTER/PLATERT15 TYDOWN ANCHOR OVER RIDGE TO THE PROPER STEEL CONNECTOR. U INSTALL 4'0' O.C. RAFTER! TO PLATE CONFORM TO SLOPE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2- HIGHER THAN LVL HEADERS ft1 y Ln 8" - 16' MSTA48 1-1/4'x48" 16go. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS O ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE O ^ 41 TERMITE SHIELD I v SUB U � SILL GASKET ON MOOD JOISTS s00 �.. ' NEOPRENE ; / C4 N 41 TYP. CONC. FOUNDATION A CONC. SLAB GASKET "•. / 2x6/2x8 CONTINUOUS WOOD PLATE O DAMPPROOF EXTERIOR 6 MIL POLY • V3 I BOLTED TO STEEL BEAM WITH 4W 6MIL POLY ON EXTERIOR V GRANULAR FILL � • V STEEL COLUMN �•� 1/2 " DIA. BOLTS 048' o.c. STAG. . A ` • I • S r. a a . e • ROOF JACK �� • •� CONC. SLAB 'O • r♦\ STEEL BEAM ♦ , ANCHOR BOLT EMBEDMENT: i; a• � � � 4" x 1 4' x 8' STEEL � COMPACT FILL POURED (CONCRETE: 7" / 'A V !• ' TOP AND BOTTOM PLATE Q ^ ♦ BLOCK WALL: 15" ROOFING LAPS W KEYWAY FOOTING s V A • • d • 1 FLASHING AT WITH 1/2' x 6" ANCHOR BOLT C•♦ , C•Q •• CONC. FTG. •p Q•p s' SIDES AND TOP v, • :O ANCHOR BOLT CONNECTION USE WITH 3x.3 SQUARE WASHERS 1/2' GROUT (USP LBPS58 OR BP583) ~j p t' REINFORCING BAR 13" STEEL COLUMN 0 DRAIN TILE V ANCHOR BOLT CONNECTION FOUNDATION /8" DIA. ANCHOR BOLT SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS) SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACEOR FOUN ATION 1 STORY 72' OC SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL t, TYPICAL CONC. FOUNDATION. APPLY PILASTERS MIN. 3' STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL_ SPACE OR FOUNDATION 2 STORIES 36' OC STEEL/ BOTTOM BEARING p� WHERE NEEDED FOR STRUCTURAL BRACING. ALL BOTTOM PLATE TO FOUNDATION INSLAB-ON-GRADE 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL SUB FLOOR CONC. SLAB I DOOR FRAME GF.S4.I 6X6 10/10 WWM GARAGE JOIST V 1 COMPACT FILL DOOR O._ USE 2X8 STEEL BEAM (n I FOR BLOCKOUT 4' SLAB a ►�I ' P.T. PLATE ••, W/6X6 WMM \I SLOPE _ 4"DRIVEWAY —a�� NOTCH JOIST AND ADJUST HEIGHT ' 1/2" AIRS E < 1 • .7 1 2' _ _ (WITH A NAILING PLATE IF NEEDED) y ' - ' AT END AND +• ." .0 • •• _• •• • TO BE APROX. 1/2- OR HIGHER THAN z yv:e ES OF WOOD �0 STEEL BEAM TO ALLOW FOR SHRINKAGE GRADE • a '�-�a-�s�"tx��d��• • • •' BEAMS '♦O 0 •O •• ••• (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) , A d d ' 6X6 W.W.M. •- - - �� - e •O _n1 d • e•• O••p _ ' ' MN. a NO t ♦O •e •p c •p dA,• • _�NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM NOTCH EQUALS 1/ •O • ^•♦ I�_II .—SUB FLOOR •j A REINFORCING BAR • e•s • e 4 DEPTH OF BEAM 1 O s •O REINFORCING BAR • : d O•• • • • DRAIN TILE y SHEET METAL/ 30g FELT UNDER BEAM AT POINT (1• O O = TCCI I�CA\/ -. 12 OF CONTACT WITH CONCRETE OR CONC. BLOCK i! 3' TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. . ♦. SHIMS TO LEVEL BEAM ,�.. REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3' MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT O• DRAWN: BEAM POCKET , ( x{a , SCAL JOB#E• ti W „ 7/23/2024 SHEET NUMBER: A—5 Z 0 GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: w 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: NAIL NAIL OCCUPANCY CLASSIFICATION R3RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING NOTES BUILDING USE RESIDENTIAL DWELLING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO F WALL:3-81d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOE-NAIL TOP PLATE IV WALL:4-8d COMMONRAFTER TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL:3-81d COMMON EACH DESIGN CRITERIA UNIFORM CODE F"--1 intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in (TOE-NAIL ) 2020 IRC,2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4ffid COMMON JOIST FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION,DETAILS,AND GENERAL NOTES State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF)R301.5 construction details and procedures to ensure a professionally finished,structural) the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCMI-SBC LAP NAIL DESIGN DEAD LOAD(PST]R301ALLS ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7 p p y y P g g g UNINHABITABLE ATTICS(NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH IJI80 sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(LIGHT FRAME)STEEL WALLS 14 ( 0 FINISHED CEILING) OVER PARTITION WFCM1-SBC LAP NAIL HABITABLE ATTICS AND INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS HA80 2j.The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: ATTICS WITH FIXED STAIRS O meets current federal,state,countyand local codes,ordinances and regulations.etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE 30 INTERIOR(LIGHT FRAME)STEEL WALLS 5 FLOORS L/360 f`u EXTERIOR BALCONIES AND DECKS 'm MASONRY WALLS(B"THICK) 80 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the TO RAFTER WFCMI-SBC END NAIL CEILINGS(PLASTER,STUCCO) V360 ill should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON GUARDS AND HANDRAILS 200 EACH TOE FIRE ESCAPES 40 CONCRETE WALLS(6•THICK) 85 CEILINGS(GYPSUM) U240 accordance with table 3.3. TO RAFTER END NAIL SIP WALLS 10' ALL OTHER STRUCTURAL MEMBERS L/240 GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES(R301.5)PER 20 SQ.IN.20001bs EXTERIOR WALLS(PLASTER,STUCCO) H/360 n 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END �( 4 WALL ASSEMBLY TO FOUNDATION: 2-16d COMMON PASSANGER VEHICLES 50 EXTERIOR WALLS(BRITTLE FINISHES) H/240 (DO NOT SCALE DRAWINGS). )- TO RAFTER END NAIL First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS(FLEXIBLE FINISHES) HA20 Q 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS(SUPPORTING MASONY WALLS) I/600 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade.l5 inches in masonry block foundations,or lapped under NAIL NAIL STAIRS 40 construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION Q•nr SPACING NOTES ROOF GROUND SNOW LOAD 20 precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO 2-16cl COMMONPER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5).Refer to the Window and Door schedule for exterior openings. comers. TOP PLATES AT 4-16cd COMMON JOINTS FACE (ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE w 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2-16cd COMMONO.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION Sym" SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16d(COMMON 16"O.C. FACE SMOKE&CO2 DETECTORS CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"D.C.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL A 0 in table 3.15a-b. TOP OR BOTTOM 2-16(d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16cd COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 O 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: � W FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO:FLOOR JOIST,BAND JOIST, 2-16d COMMON PER FACE NAIL P4 CLIMATIC & GEOGRAPHIC DESIGN CRITERIA z length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE:1,2 �,-a 1).The General Contractor and Mason to review plans,elevations,details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD CPO Z determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 0 2).All footings to rest on undisturbed(virgin)soil. NAIL NAIL in interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO 17 NONE - O 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER 4-fad COMMON JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: E" Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE tY] 4).Any new concrete walls being attached to existing concrete structure shall 2-f8d COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NOTES � Q be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD (7� 5).Unless otherwise noted,all slabs on grade to be 3000P.O..Concrete to be 2-l8d COMMON4'PERIMETER EDGE ZONE 8d COMMON 6"O.C. d COMMON 6"O.C. SEE NOTES:1.3 g P• TO END NAIL @ @ poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: SEE NOTES:1 BOTH FIELDS) to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: 3-1,6d COMMONEACH TOE INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. ( 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 1 8d COMMON @ 4"O.q 8d COMMON @ 4"O.C. SEE NOTES:1.3 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one attached with the above requirements. TO BEAM 3-ld6d COMMON JOIST NAIL 8x16 cast iron foundation vent for every 150 sq.ft.of area. NOTES DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3_f8d COMMON PER TOE 7).Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. '' N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END CC) cV 0 the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST 3-16d COMMO JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak m Qi �? , 8).Drainage as required by current N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. X In y 2-116d COMMO O try t=t Z .2 SILL OR TOP PLATE FOOT SEE NOTE:1 Girders on concrete piers shall be anchored with proper steel connectors anchored C>\ M O into concrete with a minimum 1/2"dia x 7"Ion anchor bolt with washers and nuts. _ Tabulated 12 inch D.C.nails spacing assumes sheathing attached to rafter/truss framing members with G>0.49. t'-t % 1..- 2). v FRAMING NOTES g F H TP g g g o V a For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. X O 0 y 1).All framing techniques and methods as prescriptive design of current SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL '� }t W. � Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. QTY. SIPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For z i v E below icicle.Porches with covered roofs shall have 12"dia.concrete piers for the girders. AS PEIR TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. O g P fry STRUCTURAL PANEL 8d tv � 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC 0 v Douglas Fir. WALL SHEATHING REQUIREMENTS FOR WIND LOADS: � o � � g 4).Deck joists to have blocking at 8'0 o.c.. 4 + CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE n in , SHEATHING LOCATION NOTES -45 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 0 cu 5).A minimum of 10 inch flashing shall be installed between the building and ledger. JOINT DESCRIPTION NAIL NAIL in V r-t otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING SEE NOTES:1,3(BOTH FIELDS m g g 4'EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.G. ) `v where needed. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD 00 E 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. 5d COOLERS WALLBOARD 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.C. d COMMON @ 12"O.C. SEE NOTE:3 Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all O W openings.LVL headers to have(3)jack studs and(2)full length studs on each side of 6).Concrete piers shall be a minimum 6"above grade. openings.Bearin wall window sills shall also have WALL SHEATHING: d� g (2)window sill plates for 2x4 wall 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored NOTES openings between 41 and GO and 2x6 wall openings between 511 and 89.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1 .For wall sheathing within 4 feet of the comers,the 4 foot edge zone attachment requirements shall 5.All flush beams headers to be installed with tea du galvinized hangers and 8d COMMO ) g 8W heavy duty g g PANELS WFCM-SBC be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 6d COMMO 3"O.C.EDGE 6).Double up floor joists under walls that run parallel to the floor joist and under bathtu . 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with N Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. 0 on plans. WALLBOARD Sd COOLERS 10"O.C.FIELD 7).Provide 2-1-3/4"thick microlams height to match floor joists around stairwell and/ r 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. ( g joists) FLOOR SHEATHING: other access openings unless otherwise noted(typical). Ql 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION 1).PROVIDE 5/r TYPE-X SHEETROCK FIRE STOPPING AT 190 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8).Dormers running up roof rafters are to be supported by double rafters on either side P g P P ac QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. N PP STRUCTURAL PANELS 6"O.C.EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. 1"OR LESS 8d COMM(p 12"O.C.FIELD (5.7 SO.FT.2ND.FLOOR) H 9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists HVAC SYSTEM NOTES MIN.44'SILL-AFF under all bearing walls. NYS Residential Code R302.11-FlREBLOCKING REQUIRED 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction In the following locations. needed. 2).HVAC subcontractor is to full coordinate all stem data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. 1.In concealed s V ) y ry q ) paces or stud walls and partitions,inducting tarred spaces,a<the ceiling and Moor equipment Supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based onl wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed \/ �.r CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. SOIL COMPACTION: using parallel rows of studs or staggered studs. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge..If wall sheathing Contractor and owner for final review and approval. is nailed 3"on-center at the panel edgge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffds, 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: shear capacities,nailing requirements;for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. members shall be doubled,or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the nun.Enclosed spaces over subfloor a5 per manufacture's instructions. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stair shall comply with current N.Y.S.Residential Code. such as shear plates,shall be used to rmaintain load path. y� 1).All electrical to be installed as per N.Y.S.Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557).COMPACT THE ,,.. • 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and SOIL AT 12•LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level•to resist the free passage of x ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. 2).When wall sheathing is continuouls over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. to have regular 1/2"sheetrock.All walls to be taped and finished. members,the tabulated number of naiils shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION. 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. 3).All electrical work to comply with 2014 NEC. to be reduced tol-16d nail per foot. INCLUDING SUBFLOOR.IS COMPLETE. 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 torch down type material over. and R315 of IRC. r>�t }L w DRAWN: 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB6G SCALE: be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL INSTALL WITH CAP _ 2 JOB#: AND BASES.USE WITH FLASHING CAPS TO COVER TOP r -. .;r,c,�7 Li �t x 7/23/2024 SHEET NUMBER: : d .6