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HomeMy WebLinkAbout50394-Z Of souryo`o Town of Southold. * * P.O. Box 1179 �0 53095 Main Rd UK Southold, New York 11971 CERTIFICATE 'OF-OCCUPANCY No: 45954 Date: 02/05/2025 THIS CERTIFIES that the building AS BUILT ALTERATION Location of Property: 525 Landing Ln Greenport,NY 11944 Sec/Block/Lot: 43.-4-16 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 01/19/2024 Pursuant to which Building Permit No. 50394 and dated: 03/06/2024 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: "As built" alterations to existing single-family dwelling as applied for. The certificate is issued to: Hunter One Rlty Inc Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 50394 01/28/N25 PLUMBERS CERTIFICATION: Bianco Plumbing 12/22/2024 0 i d Signature ��SUFFet�-�G TOWN OF SOUTHOLD o A y BUILDING DEPARTMENT y. TOWN CLERK'S OFFICE SOUTHOLD, NY t 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#: 50394 Date: 3/6/2024 Permission is hereby granted to: Maanit, Renata 525 Landing Ln PO BOX 163 Greenport, NY 119440163 _ To: legalize "as built" alterations to existing single-family dwelling as applied for. Additional certification may be required. At premises located at: 525 Landing Ln, Greenport SCTM #473889 Sec/Block/Lot#43.4-16 Pursuant to application dated 1/19/2024 and approved by the Building Inspector. To expire on 9/5/2025. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $890.00 CO-ALTERATION TO DWELLING $100.00 Total: $990.00 r Building Inspector �pF SO(/r�,ol Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 �� • ao Jamesh southoldtownny.gov BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Hunter One Reality Group Address: 525 Landing Lane city:Greenport st: New York zip: 11944 Building Permit#: 50394 Section: Block: 4 Lot: 16 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: P.A.G. & Sons Electric Electrician: Paul Galli License No: ME-64263 SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor X 1 st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 29 Ceiling Fixtures 6 Bath Exhaust Fan 3 Service 3 ph Hot Water GFCI Recpt 9 Wall Fixtures $ Smoke Detectors 4 Main Panel 200a A/C Condenser 1 Single Recpt Recessed Fixtures 63 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt 1 Ceiling Fan Combo Smoke/CO 2 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 29 4'LED Exit Fixtures 11 Sump Pump Other Equipment: 1 fridge, 1 mini fridge, 1 dishwasher, 1 micro, 1 washer,1 heat pump Notes: HOUSE Inspector Signature: AA1 Date: January 28, 2025 525 landing lane Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 CA P.O.Box 1179 . �Q Southold,NY 11971-0959 r } L7 LL Y L:i 4 BUILDING DEPARTMENT w[ ; FEB - 4 2025 L�' TOWN OF SOUTHOLD _ CERTIFICATION Date: � - a2Z Building Permit No. U q el Owner: ' (Please print) Plumber: al .. v (Please pr' I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Pluthbers Signature Sworn to before me this a 2_ da f 20� NE M ROTH -State of New'fork R04881014 n Suffolk County Notary Public, `t �1 QUIlty [=NO. Expires Dec 29, 2026 OP SOUlyolo # # TOWN OF SOUTHOLD BUILDING DEPT. Comm, 631-765-1802 INSPEC , ON [ ] FOUNDATION 1ST [ R GH PLBG. [ ] F UNDATION 2ND [ INSULATION/CAULKING [v FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE /O [ ] RENTAL REMARKS: �' VALY�- 1- ?Wk6cn, OL � ivy oG DATE �J' l INSPECTOR / OF SOGTyo 50 ,34711 ��5 ��� C.`V - ' # TOWN OF. SOUTHOLD BUILDING DEPT. �o � ao -.. . `��o��m,� 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) [A -ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 0�(5 L° C* arotQ4 o6r oeads Sfr odro�edlf"opi * 00Q0rdq4v_ acoe nud ke-ck+ AAeclor cor4noded 6 d,r,v,er nefA5 :to fie wire 4iJi' dr. i�La& I �T 6i vu)ei )aos yxe4s oxcAr, DATE 7^o?Y INSPECTOR L,2�zw4u& laysoy # TOWN OF-SOUTHOLD BUIL NG,DEPT. Coum,��' 631-765-1802 INSPECTFON. [ ] 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) [XI ELECTRICAL (FINAL) [ ] CODE VIOLATION [ .] PRE C/O [ ] RENTAL REMARKS; e e-?, C ovjS ia��, �roAt evk+,rV n� 5,.rJ�oe V Comolfki s oar 04 DuTS[dam C-r becGk 6-r kPar n�J q f pro feJi d vl, ak- or io^()r ar-JA no 5w l iClk �r t �Li o4c-K 6&W5 or ovi tek DATE 7^a4 INSPECTOR o�aoF so�lyo # # TOWN OFSOUT LD BUILDING DEPT. ° ^ou 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: ga-510- �a.�nel me A6 k 6 V_ o-o ,eJN o vt aeJ 6 5 CD COt44 covtvierl�cA io Aofec, 40ft5 D 8A MOCk o I V� MIN.J r �I,� 1 Cc? DATE S— 770? INSPECTOR OC OF SOUIyO� * # TOWN OF SOUTHOLD.BUILDING DEPT. ^ou�mN 631-765-1802 oo� INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] RO H PLBG. [ ] FOUNDATION 2ND [ ] SULATION/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: lvk yj 04�_ it s� cz n r (e I QuAk M QP— C�. - I Lvm- DATE WA—)— ( * U INSPECTO gSOUIyOlo 503g4 65 75 # # . TOWWOF SOUTHOLD BUDDING DEPT. o�m� 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/0 tJl!de e-mad s Ao 6 e- V 11i k+ roc DO L° vctl Ve"- a+ft pi a:elc toleed� r� GAS Ssrc��c� I Zw A-,eAker smo< s 40 Bi mu use�C 1� wiJ`'� DATE , /0 "-2q INSPECTOR pF SOUIyO \ TOWN OF SOUTHOLD BUILDING DEPT. o lm� 631-765-1802 IN. SPECTION [ ] FOUNDATION 1 ST/ REBAR- [ ] ROUGH PLBG. [ ] .FOUNDATION 2ND [ . ] YS.ULATION/CAULKING [ .] FRAMING/STRAPPING [ FINAL ge, [ ] FIREPLACE & CHIMNEY . [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION. [. ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ :] RENTAL REMARKS. Q l� l DATE ly INSPECTOR OF SOUTyO� TOWN OF SOUTHOLD BUILDIN DEPT. o rm,��' 631-765-1802 INSPECTION [ ] FOUNDATION'1 ST/ REBAR [ ]- ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING]STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ' [ . ] FIRE RESISTANT CONSTRUCTION [ i]-`FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [>Q ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ' J GLS VA '. uJy DATE_ l9' 8'1_Ja5 -, INSPECTOR A Paz be *air: . Orr- s; ti i oMN Corm pF SOUly�l 50 3 G Y � o v TOWN OF SOUTHOLD BUILDING DEPT. Cou m 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 MARKS: 110y �a 0 ,t 5 r7e�e-d ( FZ r'o ed I1 o at q- a ri Q s CEOdro fecf r o COOeJ" a e t Jo r coanaded �e "Vve e ire fief `Jd " 16At & �- 61 r� )pS Aeae, 0 j DATE 7" INSPECTOR asuury�� ' # TOWN OF SOUTHOLD BUIL NG DEPT. 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) [XI ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL R ARKS: 'e d r o uA s i of t &ro A e�f r. n� 5,e,r-J�cxe ou t e+ by com d ep 5 orr ulRtA rug CA Du+,5 f'd-t p-F b4Gk @-F k6k o S ✓l-e ec oh c* �r no ���f cln t �,-F a � s&tr5 or cvi- -� DATE -T' Z"a4 INSPECTOR �.O-/A* OF SOUlyO J ©J '* # TOWN OF SOUT LD 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 R ARKS: gum McA6 k 9P- +le� ee-A 600ke CO C0(446) covttmorw io C4 JAe(' 40f!5 ✓D m Mock o i (A Ilayte r vl+ v 1,0 e to -rx DATE 5- 7-o? INSPECTOR 4Lv� FIELD INSPECTION REPORT DATE COMMENTS �T1ro FOUNDATION (1ST) t9�5 ------------------------------------ _ FOUNDATION (2ND) z o hot mil&h^ w< fv► ww!; Lt p " y f ROUGH FRAMING& A c✓' PLUMBING a l 1 uc �r INSULATION PER N.Y. STATE ENERGY CODE on , pa — limns. ea Arv,b ✓4�/ co - av�o�-�r Rf6t nL40. Del1 FINALcorm A. Q y ✓mMont Q , ADDI IONAL COMMEN S �l2ciG0 Pat Pic 1b7 q j . . 3 • a �o a�.da, J eu-� - „� . oZ d fb --- a o z x x d b TOWN OF SOUTHOLD-BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 h=s://www.§outholdtomm.gov Date Received APPLICATION FOR BUILDING PERMIT E C E Q W E For Office Use Only IF JAN 1 9 2024 PERMIT NO. ✓ Building Inspector: ` ApplicationsA applications, Date: '7arway-j � 10 Z02-4 0 W 0" 6-,- Name: AQf\kC1r oylvc \nc,. SCTM#1000-0 4 S.()C) 04.0(:) \-o 000 Project Address: 52-5 . \-(7xndkM \.n- Qvrccn?0�-� Phone#: Lo 51 - BE�sc> Email: ?--cc>-\ L-09-V e A C) C'Om.. . - .Mailing Address: 3 "�N 21 C) C�\-!��\C n ft Name: IN nA-\-X0n-q C-1 Mailing Address: C_'\ r C-%,(7 S\0-n C\ C Phone#: Lo �-Va uV Email: \R-c-0'\ UqLk-e K C) C 0 cy-, DESIGN PROF ESS N1. Name: V-C)\/ Nv-cVxv�ec n �A- ers Co Mailing Address: 1Q 2-00 \,,�C�_n6ke-x �,� -4 �o , VCC Phone#:LO 3\. U q C)o Email: a(7 Cyn.-si-u d k C-)lPv-(2 M OLk\. C-of 1 Nam.e: PknA-Y\w\\4 C-1 0 Ce- 1 -k ce cakiro'o-i rr, Mailing Address: \. - ---e— V�& tocy—, ipo\y-�k \A V2 �Em Phone#: -(0�� - : NAdsd1C-C-\ciqa)a ewncLLk -Cown Lo? DESCRIPTION OF PROPOSEb'CONSTRUCTION El New Structure ElAddition E]Altpratinn RRepair 0 Demolition Estimated Cost of Project: DOther $ �0.0 0 0c) -CID- Will the lot be re-graded? E]Yes No Will excess fill be removed from premises? DYes R�o - / d 1 Y. 3 Y. 4RT .a'. ,}2 :�e J'. 'e•, h d W .: s P PROPERTY IKFORMATION .. .,.... n::�; ., .., ... .4 �•ti,'..✓.. .:f.P., I... ��a..T'. kY4...�..r,...al. 4.;45..f �< ..ut...J., - Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes NKNo IF YES, PROVIDE A COPY. _.�'£ s t ix 1 rc �' .� h .hK Check Box After Reading The owner/contractor/desigmprofessional�s responsible forall drainage and storm water issues as provided by :.� ;wK.., C., Gv'..f``yk.. .. r.c.4..h•�*>.;,1rl.Y' r n ••.v t Chapter 236 of therTown Code APPLICATION IS HEREBY tMuADE to the�Bmldingpepartment for the issuance of'a",E ding Permit pursuant to the Bwldmg Zone ..tA f..:f *1 N`,Yc:'e j-....S:i _,a 1.� :it 4•�1 f ..t.i a . )ee..,...i J 'gam rr Y Ordiriance.oft6e Town;of Southold,Suffolk,Coun New York and oher;apphcable�Laws,+Ordinances oriRegulation&,forthe constnrction of buildings, . ..,.�.�-trk:rM . _?,!;..:�,.:f .�: .. c• :. S"Fnr.. ;YX...41t.:xxh.,: ,...a;,y<.r.°*tv��.,elAt.,'•"'.rya •Rra,.,.isF" ?.ro r;.:.T'..v.a.er x,:. additions,alterations.or;for removM:6 Aemoldwnas herein described'rThL-applicant agrees to comply withzall applicable laws,ocdmances�building code, .:.:e.` <t .t;_�5 ate;..;:.'' r :...>«"�- $:..::. .u1."�2 tx..:t.sfsf`M.r..3?4i:;,.�.c rta.,l.i•sv1 ,:,ua<.'['„, ,..,v:,n:r:;y r.o �.:..r,,-r kousing code°and regulationswandYto adm�tauthonzeil inspectors on premuesand dnbwlding(s)for necessary mspectwns Fa lse,statementsmade heremare .F,:.�. v;,,,,,aW' tom..atin n Ps"t. r �..r" ,. .,� ,F t.u.r ✓< �'h s ; +.�r �t f tt �..r� i S .ft t P � punI shable as a Class A misdemeanor pursuant to Section Z1U'45 ofthe New;York State Penal Law A` rti': t' + M Application Submitted By(print name): An+\n o` G V ❑Authorized Agent L/vwner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF IAL-huh c5n1 j U Cc— being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the OW Y1el(— (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this Xday of - OQM)af ,20� ri A A—) Notary Public LAUREN J.GOBEL Notary Public,State of New York PROPERTY OWNER AUTHORIZATION No.01G06246287 Where the a is not the owner Qualified in Suffolk County ( pplicant ) Commission Expires August 08,20 2 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 ter - BUILDING DEPARTMENT- Electrical Inspector Gym�1 TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 1197170959 yea ��orr Telephone (631) 765-1802 - FAX (631) 765-9502 iamesh(aDsoutholdtownn .gov — seand(aDsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 04/25/2024 Company Name: P.A.G & Sons Electric Electrician's Name: Paul Galli License No.: ME-64263 Elec. email: pagsonsllc@gmail.com Elec. Phone No: 631-433-6020 ❑I request an email copy of Certificate of Compliance Elec. Address.: 585 Bicycle Path, Suite 20, Port Jefferson Station,NY 11776 JOB SITE INFORMATION (All Information Required) Name: tvl lr c� - One. Cz ec-k fi 1 nc . Address: 52S Lc f-,dxn Cane, Cross Street: M Can y- an Sep v(- Phone No.: to 31 - 'A 84- 8 8 P30 Bldg.Permit#: 12,03 Q/ email: R C)>_ COfY1 Tax Map District: 1000 Section: Block: O 1-4� D CD Lot: O I Lo.LD BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): '= IZe�i�recl IYlterlUr o� `c�ov� , tnci)din5 2C)OAMp 3rccxt-cf- Se���CeWAS Pv� �r�SLc�e cor,c�v�� Square Footage: 1550 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®,Ph❑3 Ph Size: s ' -A # Meters Old Meter# [ New Service0 Fire ReconnectOFlood ReconnectOService ReconnectOUnderground®Overhead Underground Laterals Ell R2 H Frame Pole Work done on Service? ELY ON Additional Information: PAYMENT DUE WITH APPLICATION Ca PERMIT# Address: Switch es J%tt4+1*6ji+6 tl tl Outlets • ' b�l G F I's'm I W Surface ' l Sconcesbyc H H's 11*%4 UC Lts Fridge HW POOL Fans Mini Fr. W/D Panel Pump Exhaust R1 Oven Sump Heater Smokes DW t Generator Trnsfmr Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo n ,� � Coo„top Jl.nisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments CooAmw Q Gmmo ©4QS�F>~Otk�a BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 p Telephone (631) 765-1802 - FAX (631) 765-9502 jamesh(@,southoldtownny.gov - sea nd(cD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 04/25/2024 Company Name: P.A.G & Sons Electric Electrician's Name: Paul Galli License No.: ME-64263 Elec. email: pagsonsllc@gmail.com Elec. Phone No: 631-433-6020 ❑I request an email copy of Certificate of Compliance Elec. Address.: 585 Bicycle Path, Suite 20, Port Jefferson Station,NY 11776 JOB,SITE INFORMATION (All Information Required) Name: unicr one CLccO-1- 1 nC . Address: L(one Orfi Cross Street: M any-�anSe� ve Phone No.: to 31 - q 84- B 8Bj BIdg.Permit#: . ! ®3 (/ � email: Pk OL. COTY� Tax Map District: 1000 Section: Block: 0 L4 o O D Lot: O 1 La.0 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): {2Cwircd I n--crlar o� `c�ov�� iv�c��din_� revv 2-0DAvkp 3reoX-f-,t x Serv�Ce erg r0. e_ C-0-0\,f— WCk:3 pu-V v n5kde. condvk't- Square Footage: SS O Circle All That Apply: Is job ready for inspection?: ❑ YES ❑ NO ❑Rough In ErFinal Do you need a Temp Certificate?: YES ❑ NO Issued On Temp Information: (All information required) Service Size®,Ph❑3 Ph Size: Q DO A # Meters Old Meter# [L]New Service[]Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground�verhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: • J .� PAYMENT DUE WITH APPLICATION c'-l©7a SURVEY OF LEGEND: LOT 16 MAP OF FIRE HYDRANT STERLING HOMES PREPARED BY —••—••— OVERHEAD UTILITY WIRES OTTO W. VAN TUYL & SONS FILED ON AUGUST 25, 1966 AS MAP No. 4709 c'e' UTILITY POLE SITUATE EMM ELEC. METER TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK TAX No. 1000-04300-0400-016000 SCALE 1"=20' DECEMBER 14, 2023 1 S87D05'00"E 115.00' 1 AREA = 12,650 sq. ft. I i 0.290 ac. I LOT 15 . FE 0.1'N SCHAINLINK FENCE 0.6W Tax Map O FE 0.2'S F_ 9 Lot 25.2 Yh71of 0 C3 O• 35.4' CONC. GATE 0 z 41.4' ASPHALT GARAGE M w 0 DRIVEWAY 0 O a 25.1'. 6.9' 0 `� r• I M T f^ w CONC 3 STOO ——— r •I.,,. 4.1' u z 0 Tax Map $ ° _ Z Lot 26 rn F----I z Ni z n u N _ W I STEP LOT 16 M I 0 to 0 1-STORY 0 Ln HOUSELn Lc) I N No. 525 Ln 0 35.4' 26.4' N Z [0 m CHIM. 0 9 L �o � 4,WOOD FENCE FE 0.1'N 3'CHAINLINK FENCE FE 0.1'N 0.5'W FE F FE FE FE FE 4'WOOD FENCE FE 0.6'S 1.3'S 0.3'S 0.8'S 0.2S 0.2'S O.6'S 1.0'W 1.5'W LOT 17 N87D05'00"W 115.00' j BEACH ROAD AERIAL LAND SURVEYING, D.P.C. NOTE: LOCATIONS AND EXISTENCE OF ANY 53 PROBST DRIVE SUBSURFACE UMUTIES AND/OR STRUCTURES NOT READILY MSIBLE.ARE NOT CERTIFIED. THE SHIRLEY, NY 11967 CERTIFICATIONS HEREON ARE NOT TRANSFERABLE, PHONE: 833-787-8393 E—MAIL.- SURVEYSOAERIALLANDSURVEYING.COM WEBSITE: WWW.AERALLANDSURVEYING.COM THIS SURVEY IS MMCT TO ANY EASENENT OF RECORD AND ANY OTHER ........AC11 WHICH A 1111E SEARCH NIGHT Dl5CLO5E DISTRICT:1000 LOT:O16.000 BLOCK:04.00 SECTION:043.00 •.NAUTNCNOED ALR ATM OR ADINRDN TO A Swtvn•UA BEARING A MAP/FILE NO.: 4709 SECTION 7x2M.SUBLAND DIVISION Z OF In2 VIOLATION YORRK STATE ewainoN LAW •Cop1n Dwn u.oH.Ind or ul.arny mop not mart.d.Ith m Mglnd MAP OF: "STERLING HOMES PREPARED BY OTTO W. VAN TUYL of th.I.M 2=1l.k.d.a>hl.=bmw..a.h.1 n.t D. aa.,w o calla w.,.Qy.• •c.tlnwum l.dl.ot.a h".a+.gnuy uoe & SONS" uu.,,..Y o.prwo,ed H o...rdmW.Nn u..awnyy c.a.f P,ode. rm Lmd 51•ye.dopt.d DY N.N..York Stat.Auocl.ibn of Prof»Imd Lmd Sb,. m S.Id esllik.U."than run mly to th. TITLE NO.: N/A p—.to,Am th,d,..y I.prnoo. ,do.h%D•h.lf to ov.0..—o."y,9—.ot.,oam.y m D not wn.WW,to.MUM f ln.Ulutlm.m.uD.eAumt omo-w N MAP FILED DATE: AUGUST 25, 1966 COUNTY TAX MAP ID: 1000-04300-0400-016000 SITUATED AT: TOWN OF SOUTHOLD �.. OF SUBDIVISION MAP LOT&BLOCK 'S: LOT 16 rH rIn y 4a w t ,' a lL C YRIGIIT 2023 RALPH HER, I—F_ TBD AERIAL LAND SURYMO.D.P.C. U JOB IJO.: 23-1825iltae . DATE: DECEMBER 14.2023 ® DATE(MMIDDIYYYY)AC� L� CERTIFICATE OF LIABILITY INSURANCE 01118124 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CONTACT NAME: Matthew Bonocore A.J.BONOCORE AGENCY,INC. PH°NE 631 234-5595 (FAX No 223 Wall St#148 ADDRESS: matthewbonocore@ajbonocore.com Huntington,NY 11743 INSURERS AFFORDING COVERAGE NAIC 0 INSURER A: Atlantic Casualty Insurance Company 27534 INSURED INSURER B: New York State Insurance Fund 523930 Guidice Contracting,Inc. INSURER C: INSURER D: 29 Swezey Lane INSURER E: Middle Island NY 11953 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUER POLICY EFF POLICY EXP LTR TYPE OF INSURANCE Jam WV0 POLICY NUMBER MMIDDIYYYY MMIDDIYYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED CLAIMS-MADE occurrence $ 100,000 X Primary&Non-Contributory MEDEXP(Any one person) $ 5,000 A X _Contractual Liability Y Y M1460013040-2_ 06/04/23 06/04/24 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY❑X PRO- JECT LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 1,000,000 B OFFICER/MEMBER EXCLUDED? Y N/A Y 1 2428 794-8 10/13/23 10/13/24 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L,DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) The Certificate Holder is Additional Insured as their interest may appear. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Southold Building Department THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 54375 NY-25 ACCORDANCE WITH THE POLICY PROVISIONS. P.O.Box 1179 AUTHORIZED REPRESENTATIVE Southold,NY 11971 ©1988-2015 ACO CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD i� NYSI F New York State Insurance Fund PO Box 66699,Albany,NY 12206 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE in AAAAAA 820831442 AJ BONOCORE AGENCY INC 223 WALL ST#148 a HUNTINGTON NY 11743 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER GUIDICE CONTRACTING INC. SOUTHOLD BUILDING DEPARTMENT 29 SWEZEY LANE 54375 ROUTE 25 MIDDLE ISLAND NY 119531990 P.O. BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12428 794-8 152587 10/13/2023 TO 10/13/2024 1/18/2024 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2428 794-8, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STAT SUR NCE FUND T t/ DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:289032905 U-26.3 �pt r >1 y T ON 'aq k 4 " + .a y 1 a+ 9 dKs a x a x� � o`rkC+our�#y kept. f �o � � abo�r� Licens�',�r(� .& +Gontumer F'� fa�� 9 a �YV lml�i aai`7r`�fp � *°tag; +,� 4k a vf"'`.:s4 { t ii 3 a crr tt��hl!Hµ`5�fi�i�'9�+' a�" &,€5 t( 0.3a.,.�a tt"� „ vs;E a"v^rs¢ rht""'a& §a east ,s'r a m " t'.ROO y�� g1� 11l1E�I�IP 'CIEeMENT"�LI � E g SE - � z GUI DIC� � T CTtN IBC a ir?aat,�, a xv Th4sl��c t ft'� that h ie 1 v r A ttaal P'i � bear�� S'PT i,icenFg�sed Li ense Number` I �9313 a bey th� �u fiycif sufoik . Issued: 10 `19%2017E We AY of rnsioner'e m Generated by REScheck-Web Software C�J( . Compliance Certificate Project 525 Landing Lane Energy Code: 2018 IECC Location: _ Greenport, New York Construction Type: Single-family Project Type: Alteration Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 525 Landing Lane McDonough&Conroy Architects Greenport, NY 11944 3760 Expressway Dr South Suite 200 Islandia, NY 11749 631-491-6400 archstudiodjk@gmail.com Compliance: Passes using prescriptive requirements for alteration projects 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 3 (Bedrooms): Flat Ceiling or Scissor Truss 620 49.0 0.0 0.026 0.026 16 16 Ceiling 1(Near Garage): Flat Ceiling or Scissor Truss 246 49.0 0.0 0.026 0.026 6 6 Ceiling 2 (Cathedral):Cathedral Ceiling 697 42.0 0.0 0.025 0.026 17 18 Wall:Wood Frame, 16"o.c. 1,600 15.0 5.0 0.053 0.060 83 94 Door: Solid Door(under 50%glazing) 37 0.320 0.320 12 12 Floor:All-Wood Joist[Truss 1,562 30.0 0.0 0.033 0.047 52 73 Window:Wood Frame 176 0.290 0.320 51 56 SHGC:0.29 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 Inspectio Ch cklist. �)4jjEL Qwvw 1315,lq Name-Title gnature Datb Project Title: 525 Landing Lane Report date: 03/05/24 Data filename: Page 1 of 9 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% 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 &Re .ID 103.1, ;Construction drawings and ❑Complies 103.2 :documentation demonstrate ❑Does Not [PRl]1 energy code compliance for the p� ;building envelope.Thermal ❑Not Observable :envelope represented on ❑Not Applicable ;construction documents. j 103.1, ;Construction drawings and ❑Complies 103.2, documentation demonstrate ❑Does Not 403.7 :energy code compliance for [PR3]1 :lighting and mechanical systems. ❑Not Observable U :Systems serving multiple ❑Not Applicable ;dwelling units must demonstrate :compliance with the IECC :Commercial Provisions. 302.1, ;Heating and cooling equipment is, Heating: Heating: ;❑Complies 403.7 !sized per ACCA Manual S based Btu/hr Btu/hr :❑Does Not [PR2]2 on loads calculated per ACCA g ion J or other methods Cooling: i Cooling: ;❑Not Observable approved by the code official. ; Btu/hr Btu/hr :❑Not Applicable i Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 525 Landing Lane Report date: 03/05/24 Data filename: Page 2 of 9 Section # Foundation Inspection Complies? Comments/Assumptions &Req.ID 303.2.1 IA protective covering is installed to ;❑Complies [F011]z �protect exposed exterior insulation :❑Does Not land extends a minimum of 6 in. below ;❑Not Observable; grade. j❑Not Applicable 403.9 ;Snow-and'ice-melting system controls;❑Complies ; [FO12]2 }installed. ❑Does Not v ; ❑Not Observable: ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 525 Landing Lane Report date: 03/05/24 Data filename: Page 3 of 9 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions &Re .ID 402.1.1, ;Door U-factor. ; U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.4 ❑Does Not ;table for values. [FR]L]1 I ;❑Not Observable U ; ; ;❑Not Applicable 402.1.1, ,Glazing U-factor(area-weighted ; U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.1, ; 'table for values. average). ,❑Does Not 402.3.3, 402.5 ;❑Not Observable [FR2]1 ;❑Not Applicable 0) 303.1.3 ;U-factors of fenestration products ❑Complies [FR4]1 :are determined in accordance ❑Does Not ;with the NFRC test procedure or ❑Not Observable ;taken from the default table. ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies [FR23]1 1 installed per manufacturer's ❑Does Not �J j instructions. ❑Not Observable []Not Applicable 402.4.3 Fenestration that is not site built ❑Complies [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable or has infiltration rates per NFRC :400 that do not exceed code ❑Not Applicable j limits. 402.4.5 EIC-rated recessed lighting fixtures ❑Complies [FR16]2 !sealed at housing/interior finish ❑Does Not land labeled to indicate:52.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.3.1 Supply and return ducts in attics ❑Complies [FR12]1 insulated >= R-8 where duct is ❑Does Not >=3 inches in diameter and >_ U R-6 where<3 inches.Supply and []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 [FR13]1 :boxes are sealed with ❑Does Not V :joints/seams compliant with ;International Mechanical Code or [-]Not Observable ,International Residential Code,as ❑Not Applicable 'applicable. 403.3.5 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. ❑Does Not ❑Not Observable IE]Not Applicable 403.3.6(1, Ducts partially or completely ❑Complies 2) buried in ceiling insulation have ❑Does Not [FR26]3 an insulation R-value not less �p than R-8,the sum of the ceiling []Not Observable insulation R-value against and ❑Not Applicable above the top of the duct, and against and below the bottom of the duct, is>=than R-19, excluding the R-value of the duct insulation. 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low impact(Tier 3) Project Title: 525 Landing Lane Report date: 03/05/24 Data filename: Page 4 of 9 Section Plans Verified .Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions &Req.ID 403.3.7 Ducts declared to be within the ❑Complies [FR28]3 conditioned space are either 1) ❑Does Not ,O completely within the continuous air barrier and within the building ❑Not Observable thermal envelope, 2) buried ❑Not Applicable within ceiling insulation in accordance with Section R403.3.6 and the air handler is located completely within the continuous air barrier and within the building thermal envelope and the duct leakage is<_. 1.5 I cfm/100 square feet of conditioned floor area served by the duct system, or 3)the ceiling insulation R-value installed against and above the insulated ,duct>=to the proposed ceiling insulation R-value, less the R- - value of the insulation on the 403.4 I'HVAC piping conveying fluids ; R- ; R- ;❑Complies [FR17]z Cabove 105 9F or chilled fluids E below 55 9F are insulated to >_R- ; ❑Does Not V 13. ;❑Not Observable ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC i ❑Complies [FR24]1 :piping. ❑Does Not A lJ ❑Not Observable ; ❑Not Applicable 403.5.3 Hot water pipes are insulated to ; R- ; R- ;❑Complies [FR18]2 }>_R;3. ;❑Does Not U ; ; UNot Observable ❑Not Applicable 403.6 ;Automatic or gravity dampers are JE]Complies [FR19]2 E installed on all outdoor air ❑Does Not intakes and exhausts. f ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 525 Landing Lane Report date: 03/05/24 Data filename: Page 5 of 9 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies?, Comments/Assumptions &Req.ID 303.1 ;All installed insulation is labeled ❑Complies [IN13]2 !or the installed R-values []Does Not �O s provided. ❑Not Observable ; IONot Applicable 402.1.1, ;Floor insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.E ;❑ Wood ;❑ Wood ;❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel ;❑Not Observable v :❑Not Applicable ! 303.2, :Floor insulation installed per ❑Complies 402.2.8 !manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the underside of the subfloor, or floor ❑Not Observable I (framing cavity insulation is in ❑Not Applicable contact with the top side of ;sheathing,or continuous i 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, ;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 ;❑ Wood ;❑Does Not table for values. 402.2.E ;wall insulation on the wall !❑ Mass ❑ Mass ,❑Not Observable ' [IN3]1 ;exterior,the exterior insulation ; requirement applies(FR10). ❑ Steel ❑ Steel ;❑Not Applicable ; ! 303.2 ;Wall insulation is installed per ❑Complies [IN4]1 !manufacturer's instructions. ❑Does Not i ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: d 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 525 Landing Lane Report date: 03/05/24 Data filename: Page 6 of 9 Section Plans.Verified Field Verified # FinaV:lnspection'Provisions complies? Comments/Assumptions' &.Req.ID Value ., Value ' 402.1.1, ;Ceiling insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.11 ❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.2, :❑ Steel ❑ Steel �❑Not Observable 402.2.6 [FI1]1 ;❑Not Applicable i 303.1.1.1,;Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. ❑Does Not [FI2]1 Blown insulation marked every ;300 ft2. ❑Not Observable ❑Not Applicable j 402.2.3 Vented attics with air permeable ❑Complies [FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that I extends over insulation. ❑Not Observable j ❑Not Applicable 402.2.4 'Attic access hatch and door R- R- ;❑Complies [FI3]1 insulation >R-value of the :❑Does Not :adjacent assembly. ❑Not Observable 1❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = :❑Complies [FI17]1 i ach in Climate Zones 1-2,and ;❑Does Not <=3 ach in Climate Zones 3-8. ;❑Not Observable ' ❑Not Applicable 403.3.3 ;Ducts are pressure tested to cfm/100 i cfm/100 ;❑Complies [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 1 ;❑Not Applicable w.g. across the system including :the manufacturer's air handler enclosure if installed at time of ;test. Postconstruction test:Total (leakage measured with a pressure differential of 0.1 inch :w.g,across the entire system including the manufacturer's air j handler enclosure. 403.3.4 Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies [17I4]1 cfm/100 ft2 across the system or ft2 ft2 ;❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in 1❑Not Observable I :tests,verification may need to ;❑Not Applicable joccurduring Framing Inspection. 403.3.2.1 ;Air handler leakage designated ❑Complies [F[24]1 ;by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable 403.1.1 ;Programmable thermostats ❑Complies [FI9]2 installed for control of primary ' Rom Not )heating and cooling systems and JE]Not Observable initially set by manufacturer to ❑Not Applicable code specifications. pp 403.1.2, Heat pump thermostat installed ❑Complies [FITO]2 ion heat pumps. ❑Does Not : I ❑Not Observable ❑Not Applicable 403.5.1 Circulating service hot water ❑Complies [FI11]z systems have automatic or a` ❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 J,Low Impact(Tier 3) Project Title: 525 Landing Lane Report date: 03/05/24 Data filename: Page 7 of 9 section Plans Verified. Field Verified # Final,Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID 403.6.1 Al mechanical ventilation system ❑Complies [FI25]2 +fans not part of tested and listed ❑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 [F126]2 )through one-or two-pipe heating ❑Does Not ! systems have outdoor setback control to lower boiler water ❑Not Observable ; temperature based on outdoor ❑Not Applicable temperature. 403.5.1.1 S Heated water circulation systems ❑Complies [FI28]2 !have a circulation pump.The ❑Does Not !system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable `pipe.Gravity and thermos- ❑Not Applicable ;syphon circulation systems are )not present.Controls for circulating.hot water system I !pumps start the pump with signal 4for hot water demand within the ti occupancy. Controls automatically turn off the pump ;when water is in circulation loop }is at set-point temperature and no demand for hot water exists. 403.5.1.2 ,Electric heat trace systems ❑Complies [FI29]2 i comply with IEEE 515.1 or UL ❑Does Not 515. Controls automatically !adjust the energy input to the ❑Not Observable ; heat tracing to maintain the ❑Not Applicable ;desired water temperature in the ;piping. 403.5.2 'Demand recirculation water ❑Complies [FI30]2 =systems have controls that ❑Does Not !manage operation of the pump I`and limit the temperature of the ❑Not Observable f water entering the cold water ❑Not Applicable (piping to<= 1049F. 403.5.4 Drain water heat recovery units ❑Complies [F[31]2 .tested in accordance with CSA ❑Does Not ]B55.1. Potable water-side 1pressure loss of drain water heat ❑Not Observable ; recovery units < 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units< 2 psi for individual units connected to ')three or more showers. 1 404.1 ;90%or more of permanent ❑Complies [F16]1 :fixtures have high efficacy lamps. ❑Does Not I ❑Not Observable ❑Not Applicable 404.1.1 Fuel gas lighting systems have ❑Complies IF123]3 no continuous pilot light. ❑Does Not "eJ ❑Not Observable ❑Not Applicable 401.3Compliance certificate posted. ❑Complies [FI7]z []Does Not ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) '3 Low Impact(Tier 3) Project Title: 525 Landing Lane Report date: 03/05/24 Data filename: Page 8 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID 303.3 Manufacturer manuals for ❑Complies [FI18]3 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: 525 Landing Lane Report date: 03/05/24 Data filename: Page 9 of 9 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 20.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling/ Roof 42.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.29 0.29 Door 0.32 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments r MORNOW W H March 5, 2024 Amanda Nunemaker Building Permits Examiner Town of Southold Building Department 54375 NY-25, Southold, NY 11971 Re: 525 Landing Lane, Greenport Interior Alteration Amanda, In response to our recent phone conversations on March 4m and 5t', 2024,we've determined that more than 50%of the gypsum board finish has been removed and replaced.We've conducted a REScheck report that has been attached to this letter/email to show energy code compliance. The builder has been notified to provide the following insulation values: -Areas of flat ceiling/attic = R-49 -Cathedral ceiling (Living room/Kitchen) = R-42 -Walls = R-15 Batt insulation with min. R-5 Insulated siding (1.5" EPS Rigid Foam) -Floor system = R-30 The insulated siding is a company called"Alside"and the product is"Prodigy Next Generation."The specs for this product mentions that it uses 1 '/z' EPS rigid foam in the siding which, to the best of my knowledge, gives us an R-5 insulation value. Thank you for your consideration. Very truly yours, Daniel.J. Kissinger R.A. Project Manager/Associate McDonough &Conroy Architects, P.C. Mailing Address 3760 Expressway Drive South Suite 200 Islandia,New York 11749 631.491.6400 phone 3760 EXPRESSWAY DRIVE SOUTH , SUITE 200 . ISLANDIA. NY 11749 , Tel: 631.-491-6400 . Fax: 631-234-5055 EMAIL:ARCHSTUDIO@AOL.COM .WEBSITE:WWW.MCDONOUGHCONROY.COM V 'd *r �� � ��' � �. >... 4 � ,.•.tea,»», - � ,;: .: .......q..«.....,.-,«.>, s: February 27, 2024 U E Amanda Nunemaker ��� Building Permits Examiner Town of Southold Building Department t j ., F E B 9 2024 54375 NY-25, 2 1 Southold, NY 11971 Re: 525 Landing Lane, Greenport Interior Alteration " Amanda, In response to your email on February 20th, 2024, below are answers to your questions to the best of my knowledge and based on conversations with the contractor. 1. Window schedule has been provided. REScheck complies yNith a maximum U=Value of 0.32 in which the window order the contractor supplied to us shows the windows ranging from 0.27 to 0.29. Therefore, the windows being installed comply with code. 2. The existing covered front porch is only getting refinished with materials to be selected by the builder. We changed the drawings to indicate this. 3. The courtyard space has existing stone pavers on grade in which will be repaired or replaced as required. 4. Existing floor plan of the house is exactly the same except for the removal of two walls in the living room and kitchen. We've indicated this on the first floor plan instead of providing another sheet showing the same floor plan. ✓5• The siding and roofing will be removed and replaced with products selected by the builder. Sheathing will remain with minor replacement if required. 6. This project only required the exterior walls to be opened in order to provide new batt insulation in the existing wall cavities. Bathroom walls were opened as required to replace plumbing fixtures as required. Living room and Kitchen had existing ceiling joists removed and new insulation with air baffles installed in the rafter cavities.,All other rooms remained the same with minor repairs or replacement. 7. The bedroom count of 4 has remained the same as before any construction. The only change to the walls are the removal of the two walls that divided the living room, kitchen, and foyer space. Thank you for your consideration. Very truly yours, James McDonough Jr. McDonough &Conroy Architects, P.C. 3760•EXPRESSWAY'DRIVE SOUTH; SUITE 200 JSLANDIA WY l 1749.Telx 631 491 6406 Fax 631; 234 6066 aaWE G '0 ' lb" 8 MGf�C?#�QC1 RUYCUiVf P.,LVIVf EF C T,/ jPAV6N ON LE 'D,COIN 6W&FORE CE�TIFtCAT OF'OCQVPANC a SOLOg,* USED IN WATER APP 0 ED AS NOTED SU,PPCI�S-ySTEM.CANNOT DATE:3 s.P# IS EjCOEED 2/10 OF 1% LEAD. FEE f BY: NOTI BUILDING DEPARTMENT AT 631.765-1802 8AM TO 4PM FOR THE %♦' `�1LL PLUMBING WNS`rE MLLOWING INSPECTIONS; >, ATER LINES NEED FOUNDATION-TWO REQUIRED &W s. FOR POURED CONCRETE T7ING BEFORE COVERING;' IL SOUGH-FRAMING(&PLUMBING 3t INSULATION 4. FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE ELECTRICAL REQUIREMENTS OF THE CODES OF NEW INSPECTION REQUIRED YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTON ERRORS Blower door COMPLY WITH ALL CODES OF and ductwork NEW YORK STATE&TOWN CODES testing required. AS REQUIRED AND CONDITIONS OF SOUTHOLD TO SOL HOLD T PLANNING BOARD SOUTH0 OWN TRUSTEES Must provide Manuals VS. 0 D,J and S as per SO OLD HPG NYS Energy Code HO OCCUPANCY OR . All exterior lighting Installed,replaced or USE IS UNLAWFUL repaired shall conform WITH TOUT CERTIFICATE to Chapter 172 of the Town Code OF OCCUPANCY Additional RETAIN STORM WATER RUNOFF Certification PURSUANT TO CHAPTER 236 May Be Required. OF THE TOWN CODE. aIRE VISIONS-1 3 TABLE R404.1.2(8) b,c,d,e,f,h,i,k,n,o 8 0 MINIMUM VERTICAL REINFORCEMENT FOR 6-, 8-, 10-AND 12-INCH NOMINAL FLAT BASEMENT WALLS SECTION R301 - DESIGN CRITERIA GENERAL NOTES ISSUED FOR REVIEW: mllm4/2024 ' ISSUED FOR PERMIT: ml/m9/2m24 Z MINIMUM VERTICAL REINFORCEMENT BAR SIZE AND SPACING(inches) R301.2.1.2 Protection of openings. THE ARCHITECT WILL NOT HAVE CONTROL OR CHARGE OF AND WILL NOT BE Soil classesa and design lateral soil(psf per foot of depth) 2x6 ON THE FLAT DOUGLAS FIR . . RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS,TECHNIQUES, SEQUENCES Exterior Glazing in buildings I Cated In windborne regions shall be __-_ __ _ __ AND PROGRAMS IN CONNECTION WITH THE WORK. MAXIMUM MAXIMUM '' i/ %% "'�� "�! i!or I ,' MEMBER UNDER PLYWOOD PANEL 1-7777- ---� -1Ir7-IIF- fF---�---71-T-;-- z GW,GP,SW,SP !,/�" > d 1V� /' M1 ,;./ rjl;i" „'%' , protected from windborne debris. Glazed openings protection from FASTEN EACH END OF 2x6 WITH 1 u ° II ° u II u WALL HEIGHT UNBALANCED /! /!! " JJ! pp u II u u u u I 1.THE CONTRACTOR SHALL GIVE ALL NOTICES&COMPLY WITH ALL LAWS, (FEET) 30 �,"' /"� // / j"%i�Q / I (6)#8 X 4-1/2"SCREWS EACH END I II u u u 11 a I FEET BACKFILL // / /" /% �'; / / windborne debris shall meet the requirements of the Large Missile ORDINANCES RULES REGULATIONS&L s ,,, ," / q g I I II a 1 11 I AWFUL ORDERS OF ANY PUBLIC HEIGHT Minimum wall thickness (inches) irii allth,�Krifh e // / iDf, mwa)1„I ,s"/ ,c„ % I Ir===JL___JL_==rl 1 Ir===JL===JL____' �r---l�- �,1 it 11 1 AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK&SHALL PROMPTLY (FEET) 6 8 10 12 '��/" ' / r 'i z' %�" ; " 'i;e% "�" � % '' Test of ASTM E 1996 and AS�fM E 1886 as modified in Section I I 11 11 „ Il I II 1, „ 11 I , _ /../ /� / 0i /1 I u II u u u 1 NOTIFY THE ARCHITECT IF THE DRAWINGS&SPECIFICATIONS ARE AT VARIANCE 4 NR NR NR NR / /�'// R!i % 1 % 301.2.1.2.1. Garage door glazed opening protection for windborne #8 X 4-1/2"SCREWS 10"O.C.AT ALL 1 u u II 1 11 n u I I THEREWITH. DESCRIPTION DATE 5 /; PLYWOOD EDGES 11 u I I �* 5 NR NR NR NR '' / / ' % NR /; N�% / ' '% debris shall meet the re wire ents of an approved impact resisting ii JL___JL=== it i li __ JL--_JL__ �„ 2.OWNER AND CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD HARMLESS //// q pp p 9 I IF===�r---�� 91 I IF---�L---�L-- -WINDOW/ THE ARCHITECT&THEIR AGENTS&EMPLOYEES FROM ALL CLAIMS, DAMAGES, CHECKED B Y standard or ANSI/DASMA 11 ' I II 11 I u u 11 I DOORS LOSSES&EXPENSES INCLUDING BUT NOT LIMITED TO ATTORNEY FEES ARISING L.F., D.K. U " 4 NR NR NR NR O / i / !/ / / /!,•, , NOT EXCEED A 4'X 8'DIMENSION I u 11 I u ID OUT OF OR RESULTING FROM THE PERFORMANCE OF THE WORK PROVIDED THAT 6 5 NR NR NR NR 1� / / , ;/ / u 11 1 11 u BEHIh.J Exception: Wood stru tural panels with a thickness of not SEAM 1 I II I I 6 NR NR NR NR $ /" / //� //:/' @3�/r,% �';,':. / N �'" ANY SUCH CLAIM, DAMAGE, LOSS,OR EXPENSE: DRAWN B Y Q II II II 13/ /// '%' '' /NR% , '� '%', ;N //// less than 7/16 inch (11 mm) a d a span of not more than 8 feet ___1_1 1�=== ===�r�= -�1_1-IE__=;r=__�__=�L1-1___ (1) IS ATTRIBUTABLE TO BODILY INJURY,SICKNESS, DISEASE, OR DEATH OR TO 4 NR NR NR NR L /,'; 7 5 NR NR NR NR If, " % / ; / �/ '' /iii" � , % ,/.N ' i- ,NI`� /N / (2438 mm) shall be permitted or opening protection. Panels shall 2x6 ON THE FLAT DOUGLAS FIR INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY(OTHER THAN THE WORK 6 NR NR NR NR , 5@ /„'% „ -'' , �R%/ / / ' //�%% 48%!'"" �/ (i-__T--- � Ti_T-1--- ITSELF)INCLUDING THE LOSS OF USE RESULTING THERE FROM AND '/ /// / be recut and attached to the framing surrounding the o enin MEMBER UNDER PLYWOOD PANEL 1 u Il tl 1 11 II u u mr, 2) IS CAUSED IN WHOLE OR IN PART BY ANY NEGLIGENTACT OR OMISSION OF THE 7 5@46 NR NR NR ,�@42% % A // 1, p g g opening FASTEN EACH END OF 2x6 WITH ===JL===JL_==�i ik===JL__-JL__=�i ( CONTRACTOR,ANY SUBCONTRACTOR,ANYONE DIRECTLY OR INDIRECTLY ,- containingthe product with th lazed opening. panels shall be t6)#8 x 4-v2' SCREWS EACH END l� �� ,r---�r-- < p g p g. I 1 I u 4 1 11 p 1 �' _v EMPLOYED BY ANY OF THEM OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY BE p Z 4 NR NR NR NR /,. ' /i /�/ �//" � " ,NR.';'/,"'" %i N{�,.;/"" I I j1 ii ii 11 I I1 ii ii h I 1 b 5 NR NR NR NR !�,@ / , "!,'% a%/'/ �/W/ FR!L %N /i;N ,,, " predrilled as required for the alnchorage method and shall be I u 11 u u u 1 � °}} UNABLE, REGARDLESS WHETHER OR NOT IT IS CAUSED IN PART BY ANY PARTY 8 6 4@37 NRI NR NR y 37 ///, i / j/ //,$@43%%%//I�,�,i ,NR/ / secured with the attachment hardware provided. attachments shall 11 JL=__J ___ II 1 11 JL_==JL-=_ 11 1 _ INDEMNIFIED HERE UNDER. F- 7 5 40 NR NR NR ' % /iNl ; , " 43' NIA/"i N -�%'' #8 X 4-1/2 SCREWS 10"O.C.AT ALL 1 Ik=-=lr --i1----�I 1 Ik===Jr- fir- -�I _ _ 0 3.ALL INTERIOR PARTITIONS TO BEAR ON DOUBLE FLOOR JOISTS. @ 4i / ' ' C" be designed to resist the com onent and claddin loads determined PLYWOOD EDGES I Il I I r �* 4.ALL CODES&REGULATIONS OF 2020 RESIDENTIAL CODE OF NEW YORK STATE z I / / //;�i % IV ' � 2 !.�5 32i% 1j' 4 ' ' ! g I I 1 I 11 11 u h 1 Il u u 1j � Ill 8 6@43 5@47 NR NR 4, , /, //i @ !/ @ i' I U 1 II h j i %I SHALL GOVERN OVER ALL CONSTRUCTION&INSTALLATION. U F !,/ /, / // / //! in accordance with either Table R301.2(2) or ASCE 7 with 7/16"MINIMUM PLYWOOD PANEL TO I 11 11 a II " p 1 4 NR NR NR NR / // R /"/ /i, / /� " // ��Ri!/ / R "/% ' u u p 1 II n __v 5.ALL CONCRETE TO HAVE A MIN. STRENGTH OF 3500 PSI AT 28 DAYS EXCEPT i, t ' i / "!/ " ji '' / %"'"% permanent corrosion-resistanfi attachment hardware provided and NOT EXCEEDA4 X 8'DIMENSION ��__IL___Jl-=_�� �__ L___Jl__�� 5 NR NR NR NR / // /,NR/�/ @ !; -/ ",/N p I 1 L i EXPOSED SLABS, GARAGE SLABS AND STEPS TO BE 3500 PSI MIN.ALL CONCRETE � r 9 6 4@34 NRI NR NR /,%" i /'% j f�% %.,�5a$6' @" ,i;�, ,R, /NIA' / anchors permanently Installed, on the building. Attachment In ___1_i---------------1_______-_-__---1_1_._ TO BE 5 TO 7/o AIR ENTRAINED. }- Z 7 5@36 NR NR NR 4 / , //N /!i ii' ' 3$- % �t r R "� 2x6 ON THE FLAT DOUGLAS FIR 6. FLOOR CEILING, ROOF JOISTS, HEADERS&WALL STUDS TO BE DOUG. FIR#2 OR ,/" I / /. accordance with Table R301. .1.2 IS permitted for buildings with a BETTER WITH A MINIMUM fb=850 PSI J p 8 6@38 5@41 NRI NR ,,@, ! $'j @ j" / 5 24/i/,,6 2c3%%% 9' 4@ I MEMBER UNDER PLYWOOD PANEL 7.ALL FOOTINGS TO BEAR ON VIRGIN SOIL WITH ASSUMED BEARING CAPACITY OF 1 0 / % / mean roof height of 45 feet ( 1.3.728 mm) or less,vhere the ultimate FASTEN EACH END OF 2x6 WITH U 9 6@34 6@46 NR NR % ,@��7/ £ " f)�%� 4„ ,,/ / �2�' % '�', / � TON. IF FIELD VERIFIED SOIL CONDITIONS VARY, CONTRACTOR IS TO NOTIFY i 4 NR NR NR NR %i" /, �N /, , " ,,//i / ' , J %;% N �/ R�/;% design winds speed, VUIt. is 180 mph 290 kph) or less. (6)#8 X 4 1/2"SCREWS EACH END _ 9 p p ( p ) ARCHITECT IMMEDIATELY BEFORE PROCEEDING WITH ANY MORE WORK. }- 5 NR NR NR NR F //,% ,'%/' R%° % �� %% i "'N %" 10" 10"O.C. 8.ALL ELECTRICAL WORK SHALL CONFORM TO THE LATEST REVISION OF THE Cn / TABLE R301.2.1.2 OF THE 2020 RESIDENTIAL. BUILDING CODE TYPICAL 0 I 6 5@48 NRI NR NR //, ELECTRICAL CODES AND SHALL BE INSTALLED BY A LICENSED&INSURED N ' y @3 ' '¢ i3;j OF NEW YORK STATE WIND-BORNE DEBRIS PROTECTION ELECTRICIAN. z t- 10 7 6@47 NR NR NR r / r" , ,/ / /;r;@3. , " �' 48% ,, , 9.ALL PLUMBING WORK SHALL COMPLY WITH 2O20 RESIDENTIAL CODES OF NEW O 8 6@34 5@38 NR NR 3" ; ,''""" / %' F# i// 22%/ ''% ,. 3 ' �' FASTENING SCHEDULE FO WOOD STRUCTURAL PANELS a,b,c,d OPENING P ROTECTI VES FOR EXTERIOR YORK STATE AND SHALL BE INSTALLED BY LICENSED&INSURED PLUMBER. Q (y 9 6@34 6@41 4@48 NRI /. % % 2 '. , sf$'i' '% %r, ��Z.� ; 10 6@28 6@33 6@45 NR t' ' ;,'i CY3�% % �/$ 2�% %" fix!" 2$ OPENINGS LARGER THAN 4' X 8' 10. KITCHENS&BATHS TO HAVE EXHAUST FANS AS PER 2020 RESIDENTIAL CODE OF t� FASTENER SPACING NEWYORKSTATE. � For SI: 1inch=25.4mm, 1 foot=304.8mm, 1 pound per square foot=0.1571 kPa/'m; 1 pound per square foot per foot=6.895 kPa. ' SCALE: v2 11. DOMESTIC HOT WATER PIPES WITHIN INSULATED WALL,JOIST, ETC. CAVITIES TO U U I 4 foot < 6 foot < °= 1'-0° U NR=Not Required FASTENER BE INSULATED. Ll � DR= Design Required Panel span panel span,< panel span < 12. a. Soil classes are in accordance with the Unified Soil Classification System. Refer to Table R405.1 TYPE rj_foot 8 foot r_ 13. EXTERIOR OR DOORS AND WINDOWS O BE SUN TED GLASS. ANY DOOR OR �• b.Table values are based on reinforcing bars with a minimum yield strength of 60,000 psi> <_4 foot WINDOW WITH GLASS LESS THAN 18"ABOVE FLOOR,THE GLASS IS TO BE U c.Vertical reinforcement with a yield strength of less than 60,000 psi and/or of a different size than specified in the table are permitted in No. 8 wood screw TEMPERED. accordance with Section R404.1.3.3.7.6 and Table R404.1.2(9). 14. INSTALL HARDWIRED SMOKE DETECTORS IN ALL BEDROOMS&ONE ON EACH d. NR indicates no vertical wall reinforcement is required except for 6-inch nominal walls formed with stay-in-place forming systems in which case based anchor with 1 611 10 11 811 2x6 ON THE FLAT DOUGLAS FIR FLOOR LEVEL INCLUDING BASEMENT INTERCONNECTED THROUGHOUT BUILDING. vertical reinforcement shall be No.4@48 inches in center. 2-inch embedment U MEMBER UNDER PLYWOOD PANEL ---I-T- F---T--- T-1--- 15.WHERE HEADERS ARE NOT SPECIFICALLY CALLED OUT ON PLANS, PROVIDE e.Allowable deflection criterion is L/240,where L is the unsupported height of the basement wall in inches. length FASTEN EACH END OF 2x6 WITH I 1 u �� I HEADERS OVER ALL WINDOW, DOOR,ARCHWAY ETC. OPENINGS AS PER THE O Q f. Interpolation is not permitted. g (6)#8 X 4-1/2"SCREWS EACH END i i p ii ii i i HEADER SCHEDULE. Ijl g.Where walls will retain 4 feet or more of unbalanced backfill they shall be laterally supported at the top and bottom before backfilling I j1 JL___JL_== 11 1 I 16.ALL HEADERS 6'OR LARGER MUST HAVE DOUBLE SUPPORT STUDS. lX- I I Ik===��---fir- �I I I In.Vertical reinforcement shall be located to provide a cover of 1 a inches measured from the inside face of the wall.The center of the steel shall No. 10 wood screw I I u u 11 11 1 17.ALL LUMBER&PLYWOOD MUST BE GRADE STAMPED. IJf not vary from the specified location by more than the greater of 10 percent of the wall thickness or e inch. based anchor with rr �r �r I j1 ii 1 18.OPENINGS FOR EMERGENCY USE SHALL INCLUDE DOORS OR OPERABLE PARTS I i.Concrete cover for reinforcement measured from the inside face of the wall shall be not less than a inch.Concrete cover for reinforcement 16 12 9 I I j1 11 I I WINDOW SPACES. WINDOWS LOCATED AS H PROVIDE UNOBSTRUCTED EGRESS G LEGAL OPEN 2-inch embedment SPACES. SUCH OPENINGS SHALL NOT IMPEDE EGRESS IN AN EMERGENCY& _ measured from outside face of the wall shall not be less than 1 1 inches for No. 5 bars and smaller and not less than 2 inches for larger bars . I I ik===�L---�L--- 1 I /DOOR SHALL HAVE A MINIMUM AREA OF 5.7 SQ. FT.WITH A MINIMUM HEIGHT OF 24"&A tt 'DR"means design is required in accordance the applicable buOrlin rode or where there is no code in accordance with ACI 318. length ' j1 lI iI 1 I BEHIND }- V j.' g pp g g #8 X 4-1/2"SCREWS 10"O.C.AT ALL I u I MIN.WIDTH OF 20"WITH BOTTOM OF OPENINGS NO HIGHER THAN 44"ABOVE )ll k.Concrete shall have a specified compressive strength f'c of not less than 2,500 psi at 28 days, unless a higher strength is required by Footnote PLYWOOD EDGES I I j1 1 11 I i FINISHED FLOOR IN ALL ABOVE -1 1 I 1p u u u 1 i GRADE STORIES. ( FIRST FLOOR WINDOWS I or m. 1/4- inch lag screw �__=JL__JL___�� i OPENING ONTO GRADE COULD BE 5.0 SQ.FT. MIN.)ALL HABITABLE SPACES MUST �Q if I.The minimum thickness is permitted to be reduced 2 inches provided the minimum specified compressive strength of concrete f'o is 4,000 psi. _ MEET THESE REQUIREMENTS. based anchor with 1 ---------------� I n, Q w m.A plain concrete wall with a minimum nominal thickness of 12 inches is permitted, provided minimum specified compressive strength of 1 6tr 16rr 16tt i ii r ii ii i i 19.ARCHITECT IS NOT ENGAGED FOR SUPERVISION IN ANY CAPACITY UNLESS l� concrete, f'c is 3,500 psi. 2-inch embedment Il NOTED OTHERWISE. 20 n.See Table R608.3 for tolerance from nominal pernitted flat walls. O 1 o.The use of this table shall be prohibited for the scil classification as shown. length i ik===IF-__IF===�i i i .SOLID BLOCKING IS TO BE INSTALLED IN FLOOR SYSTEMS BENEATH ALL O UPDATED 5/1/2020 7/16"MINIMUM PLYWOOD PANEL TO I li a jl I 1 v U STRUCTURAL POSTS WHERE LOADS ARE TO BE TRANSFERRED TO HEADERS, IL - I 1 l I I O a BEAMS, OR OTHER MEMBERS BELOW. lL }- NOT EXCEED A 4'X 8'DIMENSION 1 For si: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound = 4.448 N, ii ii i 21. LAMINATED LUMBER TO BE TRUSS JOIST MICROLLAM LVL 2.0E SERIES(OR EQUAL LU TABLE R405.1 I 1�___JI_===JL==-di I UNLESS OTHERWISE NOTED). LAMINATED LUMBER TO BE FULL SPAN MEMBERS �- \ 1 mile per hour=0.447 m/s #8 X 4-1/2"SCREWS 10"O.C.AT ALL I 1 Il ---� �r , �` Z PROPERTIE:S OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION .`:iYS?EM p PLYWOOD EDGES 1 I Il n 11 ' ' TO LOCATIONS INDICATED ON PLANS-NO SPLICING PERMITTED. LAMINATED 1 1 I I - LUMBER IS NOT TO COME INTO CONTACT WITH CONCRETE. IN BASEMENT O n I 0 �--- a. This table is based on 180 ph wind speeds V OLT and a 45-foot 1 i iI ii 1 I GIRDER LOCATIONS PROVIDE BITUMINOUS MASTIC PROTECTION ALL AROUND LJ (� UNIFIED SOIL I/ r �, - I I I BEAM POCKETS. MULTIPLE MEMBER BEAMS TO BE FASTENED TOGETHER AS PER Z = � 0 J,1L CHANGE I 11 Il 11 SOIL CLASSIFICATION DRAINAGE FROST HEAVE- mean roof height. 1 SOIL DESCRIPTION a POTENTIAL �L___ =-=Jl-__J� I 1 9� GROUP SYSTEM SYMBOL CHARACTERISTICS POTENTIAL t`1I'ANSION b b. Fasteners shall be installed. at o osin ends e the wood 1 i I MAP'IJFACTURERS SPECS. ` n nl III - --- " opposing ----1------------ ---1_I_-- 22.AL'._STEEL TO BE ASTM-A36 TO BEAR ON STEEL COLUMNS,STEEL BEARING �2x6 ON THE FLAT DOUGLAS FIR Well-graded gravels,gravel sand mixtures, little structural panel. Fasteners shall be located not IeSS than 1 111Ch PLATES AND/OR CONCRETE AS INDICATED ON PANS. "1 _ tC GW Good Low I Low p MEMBER UNDER PLYWOOD PANEL 23. STEEL FLITCH PLATES TO BE ASTM-A36 AND TO BEAR ON WOOD POST: AS or no fines from the edge Of the panel. FASTEN EACH END OF 2x6 WITH INDICATED ON PLANS. FLITCH PLATES ARE TO BE BOLTED O PER FLITCH PLATE `-' - Q Poorly graded gravels or gravel sand mixtures, 6#8 X 4-1/2"SCREWS EACH END GP Good Low Low ( ) little or no fines c. Anchors shall penetrate thr Ugh the exterior Wall covering With BOLTING SCHEDULE PROVIDED ON PLANS WHERE APPLICABLE. O O )U Well-graded sands,gravelly sands, little or no an embedment length of not I ss than 2 inches into the building 10" 10"O.C. 24.ALL FLOOR OR CEILING JOISTS WHICH ATTACH TO FLUSH HEADERS, BEAMS, OR SW Good Low Low TYPICAL O +�- Z GROUP I fines. A OTHER MEMBERS ARE TO BE INSTALLED WITH METAL JOIST HANGERS. I- frame. Fasteners shall be loc ted not less than 2 I/2 inches from 25.ALL SKYLIGHT OPENINGS ARE TO BE DOUBLE FRAMED WITH JOIST HANGERS. n/ Poorly graded sands or gravelly sands, little or the edge of concrete block or,, oncrete. j� U l� SP Good Low Low 26. HOMEOWNER AND/OR CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED Z .. no fines INSPECTIONS DURING THE COURSE OF CONSTRUCTION. ARCHITECT IS NOT X -� Ill GM Silty gravels,gravel-sand-silt mixtures Good Medium Low d. Panels attached to masonry or masonry/stucco shall be TYPICAL OPENING P ROT E CT I VE S RESPONSIBLE FOR CERTIFYING ANY PART OF THE CONSTRUCTION (O(��� }- Q SM Silty sand,sand-silt,mixtures Good Medium Low attached using vibration resistant anchors having an ultimate � 27.ANY PILES MUST BE CERTIFIED FOR BEARING CAPACITY BY OTHERS z i' / /i / ' '"-" //! // % %"//''" ' ' / '"�/// /''.' FOR OPENINGS LESS THAN 4 X 8' 28,ALL DIMENSIONING FOR WOOD FRAMED WALLS ARE TO THE BARE STUDS UNLESS w fGlr,/ ' , / , withdrawal capacity of not yes than 1,500 pounds. +� NOTED OTHERWISE. % ' 1'-0" 29 SCALE: 1/2"= .ALL PREFABRICATED TRUSSES TO BE ENGINEERED BY OTHERS. OWNER OR CONTRACTOR TO PROVIDE ENGINEERING AND DESIGN CALCULATIONS. SUCH \J ! ! ! !,� !.' ,. /� / ! � // /!U'v: UPDATEDS/1/2020 / / �"" � /!' r t(t5" 'v >` n �i5 s'�rddk fl6"r' /, / / /;�', / �,, /, . '// �� ,,i //'%//;' i// % /// / / %%' ' / i/i/'i // ;% CALCULATIONS SHALL BEAR THE SEAL AND SIGNATURE OF A LICENSED f ! 0/0 PROFESSIONAL ENGINEER. N O) 30.CONTRACTOR SHALL FAMILIARIZE HI ei /�///' Nf TABLE R301 .2 1 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA HIMSELF WITH THE PROJECTANDCONSULT O O WITH THE ARCHITECT WITH ANY DISCREPANCIES PRIOR TO STARTING // / FU4/1/2021 G ANY WORK. CD 8+� IIPGAT �., �- /' GROUND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD g AIR MEAN 32. INTERIOR FINISHES TO BE SELECTED BY OWNER. z z f DESIGN §(O//'� SPEED TOPOGRAPHIC SPECIAL WIND W D-IN BORNEFROST LINE c e h/ k I CATEGORY WEATHERING TERMITE TEMP RE i� . (MPH) EFFECTS REGION DEBRIS ZONE m DEPTH b QUIRED INfJE/. TEMP j BENEATH PLUMBING DROPS./� '.�aric6t tlrls, (aSt(c' offs // / // / „ /" ri!/! •. �% LO I'll°F F 34.ALL EXTERIOR WINDOWS&DOORS TO MEET A MINIMUM DESIGN PRESSURE AS ; / /' �� / „';/' MODERATE o E y :Qr �.�$J .',1 �, f' / or' / � �.�;, Ip __ 2 PSF 130 MPH YES NO NO B SEVERE 36" 11 YES NONE 4:i7_ NOTED ON ELEVATIONS. TO HEAVY 35. IT IS THE RESPONSIBILITY F O "I s O THE BUILDER TO SUBMIT ANY AND ALL AMENDED co � a� DRAWINGS TO THE APPROPRIATE TOWN BUILDING DEPARTMENTS. CD CU 0 0 TABLE P3201.7 NYS BUILDING STANDARDS AND CODES .:. •_ N z /, / //, ,! . " , j // //, / /// ,, /,/, /i, ./ TABLE R402.2 36.ALL METAL HANGERS,CLIPS, NAILS, BOLTS SCREWS, ETC. IN DIRECT CONTACT , /"' •!/' y ;';;';. % WITH PRESSURE TREATED LUMBER Is ' "h 1 ' rC I / SIZE OF TRAPS FOR PLUMBING FIXTURES TO BE HOT DIPPED GALVANIZED AS PER ZTo the best of m knowled e, belief and rofessional 'ud ement such lans ors ecifications MINIMUMSPECIFIED COMPRESSIVE STRENGTH OF CONCRET� Y g p 1 9 p p/ " , • ; ASTM SPECIFICATIONS TO RESIST CORROSION FROM PRESSU 0/ ' %� '' /"/ '' '/�/'-11'� �j '/ /� are in compliance with the 2020 New York State Energy conservation - •.:; RETREATED 3 TRAP SIZE p gy at on construction codes a LUMBER. r�� MINIMUM SPECIFIED COMPRESSIVE V CL For SI: 1 inch=25.4 mm. PLUMBING FIXTURE MIN.imum � STRENGTH a (f chapter 11 of the 2020 Residential Code of New York State. UPDATED s/1/zo21 -, • N Jjf a.The percolation rate for good drainage is over 4 inches per hour,medium drainage is 2 inches to 4 inches per hour,and poor is less tha,,2 inches per hour. , (inches) _� ..rr� Q Q o TYPE OF LOCATION OF CONCRETE b.Soils with a low potential expansion typically have a plasticity index(PI)of 0 to 15, soils with a medium potential expansion have a PI of 10 to 35 and soils with a Weathering Potential b (JPDA FED 5/1/2020 W c v) CONSTRUCTION 9 BATHTUB(WI OR IV/O SHOWER HEAD AND/OR 1--_ „ o high potential expansion have a PI greater than 20. UPDATED 5/1/2020 1 1/2" DRAWING INDEX: 0 Z L WHIRLPOOL ATT! HMENTS _.� p Q Negligible Moderate Severe _i "- I - WHERE MUNICIPALITIES REQUIRE "HERS" RATINGS THE REM MODEL PROVIDED W N 0 BIDET Z Basement walls,foundations and other 1 1/4' BY A CERTIFIED HERS RATER SHALL SUPERSEDE ANY SPECIFICATIOPi'S Al COVER SHEET& PLUMBING RISER 00 - 110 o concrete not exposed to the weather 2,500 2,500 2,500 3 p CLOTHES WASHER STANDPIPE 2" CONTAINED IN THE CONSTRUCTION DOCUMENTS. _ A2 FOUNDATION PLAN z y NEW 4"V.T.R. NEW 4"V.T.R. c DISHWASHER Olf,SEPARATE TRAP A3 FIRST FLOOR CONSTRUCTION PLAN AND BUILDING SECTION O. H EX. ROOF �t Ji Basement slabs and interior slabs on 2,500 2,500 2,500 ( r ) 1 1/2" 1. H.E.R.S. INDEX REPORT AS REQUIRED BY OTHERS A4 FIRST FLOOR CEILING FRAMING PLAN Q O XXn O I I grade,except garage floor slabs 2.THE BUILDER IS TO BE HELD RESPONSIBLE FOR CONTACTING THE HERS RATER THROUGHOUT IL RENO. RENO. PRIMARY FLOOR DRAIN 2" THE PROJECT TO ENSURE ALL REQUIRED INSPECTIONS/TESTS ARE PERFORMED. A5 ROOF PLAN Q o Basement walls,foundation walls,exterior �,.,,,,,,;,, m CO RE:NO. BATH 14" KITCHEN BATH 14" RENO. BATH walls and other vertical concrete work 2,500 3,000 3,000 KITCHEN SINK(OPI=OF TWO TRAPS,W/OR W/O 3.THE BUILDER IS TO CONTRACT WITH HERS RATER FOR THE CONSTRUCTION/INSF'EC TION A6 EXTERIOR ELEVATIONS � , 9 I I exposed to the weather DISHWASHER&FOOD WASTE DISPOSER 1 1/2" PORTION OF THE PROJECT.ALL FEES ARE THE RESPONSIBILITY OF THE BUILDER. UPGA,TEG 5/1/zozo D1 AIR SEALING DETAILS AND NOTES ''I ❑ ❑ 4 _ 2" - --I 2 _ _ ?' - - -� - - _ D2 WIND STRAPPING DETAILS - r T I- -� T I I - Porches,carport slabs and steps exposed d e f d e f LAUNDRY TUB(ONE-'OR MORE COMPARTMENTS 1 1/2" �/2" 2" 1 1/2" �1/2" 2" 1 1/2" 1 1/2" 2" 1 1/2' to the weather,and garage floor slabs 2,500 3,000 3,500 ( -�' D3 WIND STRAPPING DETAILS I I I I I I I I I ALLOWABLE LOADS & DEFLECTIONS FOR STRUCTURAL D4 NAIL & FASTENING SCHEDULE PROJECT M: 23-m42 � I i i LAVATORY 1 1/4" _ NEW NEW I NEW NEW I NEW NEW I I NEW NEW For SI: 1 pound per square inch=6.895 kPa. MEMBERS NEVV a.Strength at 28 days psi. SHOWER(BASED ON THE TOTAL FLOW RATE DATE : 12/ � I WC AV SINK DW I WC PED. WC AV UPDATED 5/1/2020 II11/2 3 TUB THROUGH SHOVVERHEADS AND BODY SPRAYS NEW C NEW - b.See Table R301.2(1)forweathering potential. FLOW RATE: STRUCTURAL LIVE DEAD ALLOWABLE O SHWR ` SHWR �� c.Concrete in these locations that is subject to freezing and thawing during construction 5.7 G.P.M.AND LESS 1 1/2" MEMBERS LOADS LOADS DEFLECTION S G A L E : AS NOTED EX. 1ST FLOOR shall be air-entrained concrete to accordance with Footnote d. MORE THAIJ;i7 G.P.M. UP TO 12.3 G.P.M. 2�� Z See See �'ee d.Concrete shall be air-entrained.Total air content(percent by volume of concrete)shall be 3" 1 1/2' 3" 1 1/2" I� 3" 1 1/2' MORE THAN 12.3 G.P.M. UP TO 25.8 G.P.M. 3" EXTERIOR BALCONIES 40 10 L/360 O Table I C.O. Table Table not less than 5 percent or more than 7 percent - Z: /23D111CxS/23-m42 C.O.I 4„ C.O.I I C.O. MORE THAIJ:•i.8 G.P.M. UP TO 55.6 G.P.M. 4" DECKS 40 10 LI360 • 4" 4 4„ f. See Section R4s with for maximum cementiti, re materials content. SQUARE F O O TAG E S. f.For garage floors with asteel-troweled finish, reduction of the total air content(percent by ATTIC WITHOUT STORAGE 10 10 ,L/240 volume of concrete)to not less than 3 percent is permitted if the specified compressive ATTIC W/STORAGE 20 10 L/240 I strength of the concrete is increased to not less than 4,000 psi. For SI: 1 inch=25.4 rmm, 1 gallon per minute=3785 L/M FIRST EXISTING FIRST FLOOR LIVING SPACE: 1,563 S.F. O 4 UPDATED9/27/2022 SECQNDOFLOOOR 30 10 L/360 �-D C/y�� UPDATED 5/1/2020 ROOF RAFTERS-GROUND SNOW LOAD=20 psf L/240 EXISTING UNFINISHED BASEMENT: 1,213 S.F. `ram 0 o�cyccc� EXISTING ATTACHED GARAGE: 569 S.F. p EX. BASEMENT 2020 RESIDENTIAL CODE OF NEW YORK STATE NOTE: cov. & uNcov. PORCHEs, PATIOS, & BALCONIES d +� : R301.2.1.2 DESIGN CRITERIA: EXISTING FRONT COVERED PORCH: 97 S.F se EX. EX. EX. CONSTRUCTION IN REGIONS WHERE THE BASIC WIND SPEEDS FROM FIGURE R301.2(5)B EQUAL NEW REAR DECK: 32 S.F. s No`0196� -�O EX. C.O. C.O. - --I C.O. OR EXCEED 110 MILES PER HOUR(177.1 Km/h) HAVE BEEN DESIGNED IN ACCORDANCE WITH: EXISTING REAR PATIO: 270 S.F. .q - SYSTEM Ex AMERICAN FOREST AND PAPER ASSOCIATION(AF&PA)2018 WOOD FRAME CONSTRUCTION TF OF N� t► H.T. EX. MANUAL FOR ONE-AND TWO-FAMILY DWELLINGS(WFCM),CHAPTER 3&6 OF THE 2020 V RESIDENTIAL CODE OF NEW YORK STATE AND THE ASCE"MIN. DESIGN LOAD FOR BUILDINGS Z AND STRUCTURES": REVISION OF ANSI/ASCE 7-16.Z UPDATED 5/1/zo2o . P L U M B I N GN) RISER DIAGRAM SCALE: N.T.S. *FOR SIZE OF PLUMBING TRAPS, REFER TO TABLE P3201 .7 Al F 10 REVISIONS: ISSUED FOR REVIEW: 01/04/2024 HOLD TOP OF FINISHED ISSUED FOR PERMIT: 01/0'3/2024 z DECK 1-1/2" FROM TOP REVISED PER BD: 02/21/2024 OF SUB-FLOOR NEW DECK FINISH, SELECTED BY OWNER, ALIGN NEW DECK l- —N W/ EXISTING f -- z REFER TO FRAMING PLANS w � DESCRIPTION DATE_ PROVIDE SIMPSON �- STRAP AS REQUIRED CHECKED B Y U Ile REFER TO FRAMING PLANS L.F., D.K. O D3 j NEW POST ON POST DRAWN B Y : Q _ BASE ANCHOR, REFER P.R. tl) -I = _ 'y • 1 I = TO FRAMING PLAN fro" DIA. P.C. SONOTUBE u I- I ; —III—III P.C. PIER. TAPER TOP Uj a z - I0 z I I III=III= OF PIER FOR DRAINAGE *4 VERTICAL BARS ~ (TYP. OF 4) z o w = 1 -1 L.i I• I1 I I U �- INTERIOR HEADER SCHEDULE I _III— PROVIDE GALV. METAL Q CONNECTION BETWEEN P.T. GIRDER AND CONCRETE. �—Z ALL MATERIAL FOR WOOD WOOD FRAMING TO NEITHER GALV. CONNECTOR 0 NOTE: PIER TO BE MIN NOR P.T. GIRDER SHALL —� z HAVE A MINIMUM fk� OF 85ra P.S.I. n/ NOMINAL LUMBER SIZE: SPANS: 3500 PSI CONCRETE HAVE CONTACT W/ SOIL. � 0 (3) 2x8 UP TO 6'-0" w I- (3) 2xIo (o'-O" TO V-O" N 50NOTU5E (3) 2X12 V-m" TO Ira'-O" BASEMENT WINDOWND A D LIST FOR LIG AND'HT VENT ONLY N POSTS SHALL BE 4x4 (NOMINAL) FOR VENT VISIBLE U- z U 0 2x4 WALLS, UNLESS NOTED OTHERWISE WINDOW SIZE MANUFACTURER TYPE SILI: AREA GLASS FACTOR O tk I- POSTS SHALL BE 6x�o (NOMINAL) FOR HT. SF• SF' C T ON SCALE: 1/2" = 1'-,a" CL 2x(o WALLS, UNLESS NOTED OTHERWISE " "3io x6(d NORTH EAST U11NpOUJB U A, INC. SLIDER +/-&3 m.47 1.12 ra.29 U + NOTE: ALL SIZE6 CALLED OUT ON ANY (EGRESS) U U OF THE FOLLOWING DRAWINGS WILL + NOTEs EXACT NUMBERS ON LICsH AND VENT ON CUSTOM SLIDING DOOR O SUPERSEDE THIS SCHEDULE. GIVEN AS AN APPROXIMATE. _ UPDATED 4/26/2021 LEGEND 4 ASBRE V I AT IONS ■ DENOTES POST Q ® DENOTES POSTED LOAD FROM ABOVE w BRACED WALL CORNER HOLD DOWN 22'-1" 8'-(D" 24'_7111 (f f ABV. ABOVE 4'-O" 4'-(d" 5'-4" 29'-4" � A.P.B. ANTHONY POWER BEAM ± +12'-0" ASF ABOVE SUB-FLOOR r BOT. BOTTOM w B.P. BEAM POCKET I� B.W. BEARING WALL I NEW CONCRETE PAD .. At BOTTOM OF NEW ; (J/ BID. BIDEt STEPS DOWN TO �- T;--,- - - =.1-• I ALL POURED CONCRETE TO +�- w ��- - .-I ~ BE MIN.3500 PSI CONCRETE O CL. CLOSET 1 CLG. CEILING GRADE (ABOVE). HOLD � q FLUSH AT GRADE. V.I.F. FINAL LOCATION - - - - - - - - - - --� �, D. DRYER __,I ' EX. BILCO NEW(2)2x8 P.T.DECK DASHED LINE INDICATES EDGE �,;. NEW DOOR TO - GIRDER, DROPPED - WOOD FRAME DECK ABOVE, TYP. PROVIDE U� 'O DIA. DIAMETER _ _ D.O. DOUBLE OVEN 1 = REMAIN NEW P P.T. SOLID NEW 2x8 DECK RIM JOIST, CONTINi.IOUS, WOOD POSTS, TYP. NEW NEW � UNCHANGED WRAP AROUND ENTIRE DECK, Z LAGGED TO EXISTING RIM lm JOISTS AT 161 O.C., TVA z D.W. DISHWASHER I 1 NEW 2X8 P.T., LEDGER, NEW 2x8 P.T. DECK 0 EQ. EQUAL I NEW 3m"x12" d NEW 3m"x12` I- FLR. FLOOR j SLIDER JOIST W/ 3/8" DIA. LAGS PROVIDE JOIST SLICER Z --1 U GALV. GALVANIZED I : � i "ITEM 06" AT 12" O.C., STAGGERED HANGERS AS REQ'D. I "ITEM #h" _ L l w HDR. HEADER HORIZ. HORIZONTAL Q I EX, STEPS Ur' 0 H.B. HOSE BIB I. , EX. STAIRS, LVL LAMINATED VENEER UP TO 1ST TO GRADE, w LUMBER LR., TO TO REMAIN 1'-4" 15'-4" U I'-4" 13'-8" ^Z (n IC1 Rat EMAIN I o SD 5ASEMENT EXISTING WINDOW TO LIN. LINEN r CM EXISTING POURED CONCRETE 0 - I _ O Z LAV. LAVATORY = SLAB TO REMAIN UNCHANGED 1 BE REMOVED AND ro 4 MECHANIC,-4' Z MAS. MASONRY EX. UNEXCAVATED X A2 OPENING CLOSED X INSTALL 5/8 Tl'PE X FIRE lu N SOLID W/ CMU BLOCK cv RATED GYPSUM BOARD ON 1©O - 0) O X w PEE). PEDESTAL SINK p EXISTING GARAGE SLAB TO Q CLG. HGT. 6) REMAIN UNCHANGED UNEXCAVATED r N (+/ -► m") kn T S.F. ABOVE ANY FUEL-BURNING (�/ to� 0 r ` Q PSL PARALLEL STRAND N �- = - z U EQUIPMENT ADJOINING LIVING N V EXISTING STEP DOWN FROM z LUMBER X cn SPACE (IF REQUIFR_D). VENTILATE LL -w LIB V �-- to FINISH FLOOR TO EXISTING w (K NEW P.T. PRESSURE TREATED PORCH SLAB, NO CHANGE r wX 00 AS PER NFPA31 I�'rQUIREMENTS. HEAT LUMBER \ -1 PUMP z PAN. PANTRY DASHED LINE INDICATES APPROX. SYS EM --mil LOCATION OF NEW KITCHEN ISLAND ABOVE, BY = 00 €€:2€;>` M 01 1- R. RISER (5) _-- OTHERS �n "' rn --� r SISTER NEW 2X8 FLOOR JOISTS AT KITCHEN Q Q U R.R. ROOF RAFTERS ____ - i R.4 5. ROD E SHELF L - II EXISTING (3) 2XIm GIRDER = tr z ISLAND LOCATION FOR EXTRA SUPPORT (� 'd" R.O. ROUGH OPENING I - II - - - - - - - - - - - I o � � z O -�—- ---A— Z ?I SHWR. SHOWER Ex. Ex. Ex. Ex. EX. 0 a w STL. STEEL I � r I i 1 11 !! �9 Lo 't I""" ` 1 1 I r;< n S. SINK p I o SD = 7 o!: E N t0 @ CM z TYP. TYPICAL EX. CRAWL SPACE X" I ( I I o _ M M VERT. VERTICAL / VERTICALLY EXISTING 'RAT' SLAB TO ( 2 o z vIF VERIFY IN FIELD REMAIN UNCHANGED ur Q - _ " v - 3 N o W. WASHER FIRE PROTECTION OF FLOORS 3 .`I m Co I I I I I I I I x � �q F- (� W.C. WATER CLOSET ! EXI5TING_(2) 2XIm_ GIRDER 0 i i r r i i PROVIDE lll LAYER MIN. 1/2 GYP. w a- - - - - - BOARD MEMBRANE, 5/8" WOOD 0 = m p - s CTURAL PANELS, OR EQ. ON THE 0 o� -� Lu Q» Q Q N 'o I I ( I I I I I UN IRSIDE OF THE FLOOR FRAMING r iv Z `n = � !: w o o N w FIREBLOCK11yG AND Q _ -? U AS P R R302.13 Q - 0 z DRAFTSTOPI ING ALL `L o r r N ' oo z CONCEALED SPACES AS PER = N z o (�I, °° `� N o R302.11 AND R302.12, TYPICAL. X� � Z Z-7. E (� UNEXCAVATED w o /�� X O NOTE, 0 EXISTING STEP DOWN FROM FINISH -j W; Q W FLOOR TO EXISTING PORCH SLAB, U o FASTENING FOR MULTIPLE LVL NO CHANGE "''' M MEMBERS AS PER ❑ ❑ MANUFACTURERS SPECIFICATION NEW 30 - ",;i2° NOTE SLIDER � "ITEM "�" PROJECT 0-. 23-m42 CONTRACTOR SHALL NOTIFY ARCHITECT IF I F ANY FRAMINCs CONDITIONS DIFFER FROM IL FRAMING PLANS 1 ±12'_m" DATE : 12/n/23 O A3 SCALE : AS NOTED NOTE: ±14'-3" 15'-3" ±6'-5" z CONTRACTOR TO BE HELD RESPONSIBLE '-1 FOR PROPER ALIGNMENT OF NEW WALLS TO ±35'-11" ±24'-3" ae ±23'-4" Z. /23DWGS/23-m42 EXISTING. COORDINATE ALL ALIGNMENTS t DIMENSIONS PRIOR TO CONSTRUCTION. LEGEND C EXISTING TO REMAIN EXISTING TO BE REMOVED FOUNDATION FLAN a SCALE: 1/4" = I'-a" : NEW WALLS SEE PLANS FOR TYPE NOTE: ,t CONTRACTOR TO SE HELD RESPONSIBLE FOR PROPER ALIGNMENT OF NEW WALLS TO EXISTING. COORDINATE ALL ALIGNMENTS 4 DIMENSIONS PRIOR TO POURING ANY WALLS. FoFN� ` C, k z Ft z A2 F 10 i REVISIONS: T.O. EXIST. RIDGE ISSUED FOR REVIEW: 01/04/2024 TYPICAL ROOF CONSTRUCTION: 12 " y ,LF 12 ISSUED FOR PERMIT: 01/09/2024 .} NEW ASPHALT ROOF SHINGLES EXIST z NEW ICE BARRIER AS PER R905.1.1 AND R9m5.1.2 NEW 30* FELT PAPER r, QEXIST. REVISED PER BD:Q 02/21/2024 REPLACE EX. ROOF SHEATHING w/ 1/2" CDX EX.ROOF RAFTER CAVITIES TO BE z PLYWOOD IF REQUIRED COMPLETELY FILLED w/ INSULATION �.. w T.O. 16T FL. NEW (2) 1 3/4"xl 1/4" LVL DESCRIPTION DATE z UPSET INTO TOP PLATE Q PLATE HGT. / /� %r r /T.D. EXIST. CHECKED B Y = U ' 16T FL. WINDOW NEW INSULATED SIDING BY "ALSIDE" L.F., DK. i u � O �--- EX.EXTERIOR WALL CAVITIES TO BE SELECTED BY BUILDER FIRST FLOOR WINDOW AND DOOR LIST FOR LIGHT AND VENT ONLY z I z TO BE COMPLETELY FILLED �o Q VENT VISIBLE U- + U w j uw/R-15 BATT INSULATION D R A W N BY : WINDOW SIZE MANUFACTURER TYPE SILL AREA GLASS FACTOR z p o P.R. NT• SF. SF. T > EX. GOV. _ EX. KITCHEN 4 s I 36"x60" NORTH EAST WINDOWS USA, INC. DOUBLE- 21 5."19 10.59 0.29 w ro X I POR NEW WOOD FRAME DECK X -1CH o n LIVING AREA Ex. Ex. I- (EGRESS) HUNG +1 w lY z +1 IX i O WITH STEPS DOWN TO U z 24"x39" NORTH EAST WINDOWS USA, INC. DOUBLE- 42 3.57 5.00 0.29 t- _ GRADE. PROVIDE MIN. (L O HUNG I 36" HIGH RAILING, (2)IS"X48" w/ T.O. EXIST. IST r SELECTED BY OWNER, O NORTH EAST WINDOWS USA, INC. CASEMENT +/-40 3.00 14.40 0.29 _ NOT TO ALLOW A 4" DIA. FL. -FLOOR L B L OR z lU 36 X48 FIXED - SPHERE TO PASS THRU. z f 60"x18" NORTH EAST WINDOWS USA, INC. AWNING +/-63 N/A 5.98 0.29 INTERIOR HEADER SCHEDULE AVG. EX. GRADE CFROVIDE NEW R-30 EXISTING l3) 2X10 GIRDER SLIDING - i INSULATION z ALL MATERIAL FOR WOOD FRAMING TO 12"x80" NORTH EAST WINDOWS USA, INC. DOOR N/A 14.60 30.40 0.29 EX. WINDOW TO BE HAVE A MINIMUM rb OF 850 P.S.I. U EX. BASEMENT REMOVED 4 OPENING I I O 32"x48" NORTH EAST WINDOWS USA, INC. DOUBLE- - z CLOSED SOLID W/ NEW CONCRETE PAD At BOTTOM -I O +/-40 2.�8 5.56 0.29 /. n/ NOMINAL LUMBER SIZE: SPANS: HUNG 0 EXISTING POURED CONCRETE CMU BLOCK I I f1 IX I e I I OF NEW STEPS DOWN TO GRADE SLAB TO REMAIN UNCHANGED U (3) 2X5 UP TO 6'-O" DOUBLE- +1 X I I (ABOVE). HOLD FLUSH AT 1: 36"x40" NORTH EAST WINDOWS USA, INC. HUNG +/-45 2.32 5.64 0.29 w % I GRADE. V.I.F. FINAL LOCATION v f (3) 2XIO 6 -0 TO 8 -0 FIRE PROTECTION OF FLOORS E N -� PROVIDE (1) LAYER MIN. 1/2'' GYP. BOARD MEMBRANE, (3) 2 XI 2 E3 -0 TO 10 -0 NOTE= EXACT NUMBERS ON LIGHT AND VENT ON CUSTOM SLIDING DOOR GIVEN AS AN APPROXIMATE. A2 Z POSTS SHALL BE 4x4 (NOMINAL) =OR 5/8" WOOD STRUCTURAL PANELS, OR EQ. ON THE ►- UNDERSIDE OF THE FLOOR FRAMING AS PER R302.13 O 2x4 WALLS, UNLE-SS NOTED OTHERWISE '' O POSTS SHALL BE 6x6 (NOMINAL)FOR 2x6 WALLS, UNLESS NOTED OTHERWISE U p U * NOTE: ALL SIZES CALLED OUT ON ANY ±13'-II" U w OF THE FOLLOWING DRAWINGS WILL �UIL DING &ECTION SCALE:SUPERSEDE THIS SCHEDULE. - UPDATED4/26/2021 1 - G LEE 1/4" e 1'-0" FOR WIND LOADING CONNECTIONS, SEE DI - D4 U LEGEND 4 A55REVIATIONS � HATCH INDICATES PORTION OF EXISTING CONSTRUCTION TO REMAIN ■ DENOTES POST Q DENOTES POSTED ® LOAD FROM A50VE O � BRACED WALL 7 +54'_g" �-- lX CORNER HOLD DOWN I Jjf ABV. ABOVE i 31'-10 3/4" ±8'-4 1/4" ±14'-5" O A.P.B. ANTHONY POWER BEAM � ASP ABOVE SUB-FLOOR i 12'-3 3/4" 13'-9" 5'-10" 5'-3 3/4" 3'-0 I/2" '-0 1/2" 12'-4 1/2" �- O BOT. BOTTOM i UI B.P. BEAM POCKET n/ i l� B.W. BEARING WALL BID. BIDET O GL. CLOSET CLG. CEILING I / NEW WOOD FRAME DECK O O O D. DRYER i 2X. // \ WITH STEPS DOWN TO z GRADE, REFER TO SECTION ``- O DIA. DIAMETER i / \ I/A3. PROVIDE MIN. 36" NIGH � D.O. DOUBLE OVEN U RAILING, SELECTED BY O z D.W. DISHWASHER Qx EXISTING BILCO DOOR `. I / OWNER, NOT TO ALLOW A 4" Z O N WITH STEPS DOWN TO \• I DIA. SPHERE TO PASS THRU. O EQ. EQUAL ex. I Ei. - Q O &LOPE SLOPE X BASEMENT, TO REMAIN \ Z -� .F- FUR, FLOOR � � I w � /� NEW (2) 32"x48" D.N. NEW 72"x80"SLIDING DR. NEW 24"x39" D.N. NEW 36"Wx<:��'T ', t Z UNCHANGED G U GALV. GALVANIZED i "ITEM 02" "ITEM *8" "ITEM *10" EGRESS WINDOW �..1-.l w ` O --- --- _ . HOR. HEADER MECH. = z NO• --1 Z �- - HORIZ. HORIZONTAL i l j i � I\ xx 24" Q H.B. NOSE BIB i U.C. i i i i N VENT N F ATH +-� � 1 t x' I �� FRIG. N I I I TO EXT. 24 z LVL LAMINATED VENEER 6 0 8 II �- -_ i p\ LUMBERY" i i i i / WC Q O L IN. LINEN ! I I I I �t 36"x48" P oD. f - -- -- u, SHOWER\ z `9 O LAV. LAVATORY PATIO ON GRADE i I I i EX. PRIMARY O lu Z �- TO BE REPAIRED w o I I I--- " MAS. MASONRY _ OR REPLACED AS ----- i i i o BEDROOM q = O X -� IU FED. PEDESTAL SINK @ I _ _ I I 159 S.F. AREA - Q PSL PARALLEL STRAND REQUIRED �_ _ - + I EX. LIVING ROOM i i EX. N ENO• WC 8% 12.E LIGHT REQUIRED � w-- " w ff iu �- - KITCHEN LIVING 4 DINING I 5ATH 14.0 PROVIDED � LUMBER I SD 4 HEAT EX. 582 S.F. AREA i i DINING m MECH. VENT SD 4io 6.4 VENT REQUIRED P.T. PRESSURE TREATED 1 DETECTOR E o I 60 X32 CO 0.l PROVIDED 'I� LUMBER I � Sr, 46.6 LIGHT REQUIRED I I ROOM '+? TUB4 TO EXT. w V \ 56.7 PROVIDED i z _z PAN. PANTRY "ITEM *3" 4- 23.3 VENT REQUIRED i 4 O NEW 36 x40 D.N. SHOWER 0 }- R. RISER (S) NEW WOOD 30.2 PROVIDED i 0 U R.R. ROOF RAFTERS STEPS DOWN TO EX. i I @ (N O GARAGE SLAB 30' O O : :: oo r RA S. ROD 4 SHELF ___ _ I __ N 1i 1 „ }; r E NEW NEW NEW R.O. P.OUGH OPENING NEW CD �° X. 12R -- r7- �, -- - -- r -- -- i i r, �� r-- --- NEW 24 30 36 36 ' (� z ------------ 0 Z . SHOWERw 30" DN o o -- � I � MM TT c •- uI/ 5HWR` � X ------------�--�- i-�-----------1-1-----------+- - -I--- -ice- ---- i \'J VJ 2 ::::: -p SD 111 w ' I I k----------------r i---------------- X Oo R4S �t �o Ii.0 �' iY: O;€:i:: a o STL. STEEL ��p S. SINK E f� i i i ! w CO NEW �y 0 :: E v, z TYP. TYPICAL zi EX, TUJO-C,4R -- CL' i I ±10'-2" X 3'-8" 11 01BE REMOVED I N 5TING WALLS 3011TT 'I : Z: : L - O 21 j NEW i I I i KITCHEN ISLAND I -------------� O O s!:v! °'o VERT. VERTICAL / VERTICALLYla U GARAGE NEW SD 30" NEW 3 -I 3/4 z VIF VERIFY IN FIELD E NO CHANGE CO o I I w 30" i 3 m (D W. WASHER �' KENO. KITCHEN SD SD O o N o !!€ 3 € 5 X 32"x54" SHOWER N FINAL LAYOUT BY OTHERSi I I CD 24" CO 3 €€ «- (D W.G. WATER CLOSETtu I EW I EX. -------------------------------- EX. BEDROOM i 36" RANGE i i i i 24" EX. s NEW " C EX. BEDROOM a �' I I EX. BEDROOM 24 Z:. 0 Ill RENO• „ I I W/ HOOD I i i i I I NEW CL. I' �"` 2 a c o FIREBLOCh:ING AND B,b,TH 32 - - - 4 t N o 115 S.F. AREA I I DW SINK I I I cn 120 S.F. AREA UJ p 103 S.F. AREA DR4FTSTOPPING ALL p I MECH.VENT - 9.6 LIGHT REQUIRED � Q 8`0 9.2 LIGHT REQUIRED � I I � � c� Z � � � fu Sio 10.6 PROVIDED _ _ t �i I I I I I a% 0.2 LIGHT REQUIRED r z CONCEALED SPACES AS PER p ", � FRIG. t, � I I i I I � I �64 SRO ND REQUIRED +, m J 03 M Oro 4.6 VENT REQUIRED TO EXT. WG ?� ` ` r ?T! xx�� I o I F- - I I 10.6 PROVIDED � , f/) R3,a2.i1 �4NC� R3O2.12, TYPICAL. E LJ, w 5.8 PROVIDED 24° 4% 4.1 VENT REQUIRED E.3 PROVIDED N N Z' J' NEW NEW (2) IS"x48' CASEMENT W/ 5.8 PROVIDED �I 24" : E � : EX. WINDOW (1) 36"X48" FI ED CASEMENT EX• n O NOTE: X z '�'�� TO BE REMOVED T GL. w ►H 4 O BY OTHERS AND OPENING Co FASTENING FOR MULTIPLE LVL } FILLED SOLID EX, COVERED FRONT PORCH �' 24 U � � M (MATERIALS TO BE REFINISHED) MANUFACTURERS SPECIFICATION ------------ -- ---�x-�===------ -------E�`=-------__ ----------- NEW 36"Wx60"T NEW 24"x39" D.H. NEW 36"Wx(o0"T NEW 36"Wx60"T NOTE EGRESS(WINDOW "ITEM "9" EGRESS(WINDOW EGRESS(WINDOW PROJECT ": 23-042 CONTRACTOR SHALL NOTIFY ARCHITECT IF F ANY FRAMING CONDITIONS DIFFER FROM D A T E ; 12/11/23 1 IL FRAMING PLANS 6'-�" -'-4 1/2" 5'-0 1/2" 5'-5" 1'-4" 3'-6 1/2" 12'-1 1/2" l'-8" 4'-5 1/2" 5'-4" 5'-4 3/4" 4'-11 1/4" it SCALE : AS NOTED NOTE: ±13'-11 1/2" ±10'-5 1/2" ±4'-10 1/2" ±6'-'l 1/2" ±24'-3" ±10'-& 3/4" 2'-4" i ±10'-3 1/4" Z CONTRACTOR TO BE HELD RESPONSIBLE Ex. Ex. Ex. Ex. Ex. Ex. Ex. Ex. 0 FOR PROPER ALIGNMENT OF NEW WALLS TO Z- EXISTING. +83'-6 EXISTING. COORDINATE ALL ALIGNMENTS 4 EXISTING Y DIMENSIONS PRIOR TO CONSTRUCTION. NOTE: ALL EXTERIOR WALLS TO BE OPENED O TO PROVIDE NEW R-15 5,4TT INSULATION TO 1 COMPLETELY FILL EXIST( G WALL CAVITY T LEGEND I cy, _ EXISTING TO REMAIN EXISTING TO BE REMOVED F f R�6"T FLOOR FLAN W SCALE: I/4" = I'-0" NEW WALLS SEE NOTE: ALL WALLS TO BE ±V-0" PLATE HEIGHT (ALIGN WITH EXISTING) AND 2X4 e 16" O. CONSTRUCTION, UNLESS NOTED OTHERWISE. ko.otiees o� PLANS FOR TYPE NOTE: ALL WINDOWS AND DOORS ARE TO BE ±&'-B" IN HEIGHT (ALIGN WITH EXISTING), UNLESS NOTED OTHERWISE. �OFtA NOTE: O° DENOTES HARDWIRED SMOKE 4 CARBON MONOXIDE DETECTORS AS PER SECTION R314 4 R315 OF THE 2020 RESIDENTIAL CODE OF N.Y.S., TYPICAL. z NOTE: ALL AREAS WITHIN ONE MILE OF COASTLINE AND THE AREA EAST OF RIVERHEA ARE REQUIRED TO NAVE WIND-BORNE DEBRIS PROTECTION FOR EXTERIOR WINDOWS AND DOORS. R301.2.1.2 tc z NOTE: PROVIDE WINDOW CONTROL DEVICES IF REQUIRED AS PER R312.2.2. z d NOTE CONTRACTOR TO BE HELD RESPONSIBLE FOR PROPER ALIGNMENT OF NEW WALLS TO XISTING. COORDINATE ALL ALIGNMENTS 4 DIMENSIONS PRIOR TO POURING ANY WALLS. A3 a 10 I REVISIONS: ISSUED FOR REVIEW: 01/04/2024 ISSUED FOR PERMIT: 01/09/2024 z 1 z z Ill DESCRIPTION DATE C H E C K E D B Y OL.F., D.K. Q DRAWN BY : z >� � z o U INTERIOR HEADER SCHEDULE ALL MATERIAL FOR WOOD FRAMING TO z HAVE A MINIMUM I'b OF 050 P.S.I. 0 n/ NOMINAL LUMBER SIZE: SPANS: (3) 2X8 UP TO 6'-0" f (3) 2X10 TO 8'-0" (3) 2X12 8'-0" -O 10'-0" kn POSTS SHALL BE 4x4 (NOMINAL)FOR Z ~ O 2x4 WALLS, UNLESS NOTED OTHERWISE 0 POSTS SHALL BE 6x6 (NOMINAL) FOR IL 2x( WALLS, UNLESS NOTED OTHERW SE U 0 U * NOTE: ALL SIZES CALLED OUT ON ANY 0 OF THE FOLLOWING DRAWINGS WILL SUPERSEDE THIS SCHEDULE. - UPDATED 4/26/2021 LEGEND 4 ABBREVIATIONS ■ DENOTES POST Q ® DENOTES POSTED LOAD FROM ABOVE _O I UI 23 BRACED WALL CORNER HOLD DOWN EX. 2X4 AT PLATE HGT. IJf ABV. ABOVE A.P.B. ANTHONY POWER BEAMtu i + - ASF ABOVE SUB-FLOOR BOT. BOTTOM t UI B.P. BEAM POCKET B.W. BEARING WALL BID. BIDET I CL. CLOSET i }- CLG. CEILING EX. 2X4 AT PLATE HGT. I O O IL D. DRYER - - O DIA. DIAMETER p I / ul D.O. DOUBLE OVEN }— } z D.W. DISHWASHER Q i I / O O EQ, EQUAL EX. Ex. I- FLR. FLOOR SLOPE i SLOPE I U GALV. GALVANIZED j HDR. HEADER - - -—----_----'- - -_ Z n/ —( 3: C� i__ EX. 2X4 A+LATE HGT. _ NEW (2) 2xI0 HDR. NEW (2) 2xI0 HDR. EX. HDR EX. HDF'. Z �- HORIZ. HORIZONTAL i i I I I �/ ^ � ,�} �� � H.B. HOSE BIB I II II P 4 P 1 I x l-1 v Q W LVL LAMINATED VENEER o � LUMBER LIN. LINEN h II I I h II N } ------- X� n (� � LAv. LAVATORY z w° O Q 1J__ — MAS. MASONRY L------i a li I I -' -1lu Ill PED. PEDESTAL SINK --------------- - -------- --- ul Q PSL PARALLEL STRAND z LUMBER i U i N pU P.T. PRESSURE TREATED l EX. (2) 2XI2 - _ �d II �,I III wit I; z LUMBER - - - - - Lu z PAN. PANTRY uX NEW (2) R I, = i) I I 3:Q Ili 2x1O HDR. EX. HD O O N M R. RISER(6) _ _ U it I U h III U h l U R.R. ROOF RAFTERS 01 O OI Ot z l z Z (Co 'a' >> O R.d S. ROD d SHELF p I' I I .I I I EX. HDR i p`I - - - In O zO z R.O. ROUGH OPENING ui EX. HDR EX. HDR EX. HDR O SHWR. SHOWER co � �°w ------ Q�� --��_-_---- LoSL. STEEL HDR X ' zcv W w l w O l S. SINK ;i;:; f- z TYP. TYPICAL I Q p I lCl EX. HDR u1 co M ;`.:° II: . 1 7 ' U EX. HDR 4 I I I I O ^ rn o - � VERT. VERTICAL / VERTICALLY I �z VIF VERIFY IN FIELD m w 3 = O W. WASHERQ ; �! O 3 €I v� II II r� W.G. WATER CLOSET I ------------------------- X II N II I� p W F-- m I- -- O Ilw l p 2 U :::: U � � s II Q o = Q N FIREBLOCKING AND IIIT ' II I. NEW l2) 13/4"x� v4'I' It_vl Iw w z DRAFTSTOPPING ALL U q II III HDR., UPSET INTO TOP �: 0 g L O p PLATE. +/- T.O.R.O. TO ,o w (A 0 z CONCEALED SPACES AS PER � w x � , � I I BE 1'-4" A.s.F. m N 3 R302.11 AND R302.12, TYPICAL. w X -- -- -I' X W REFER TO BUILDING EX. HDR (' SECTION, I/A3 0 +/ : E o 0 NOTE: FASTENING FOR MULTIPLE LVL NEW (2) NEW (2) w NEW (2) I 4. NEW (2) MEMBERS AS PER 2x10 HDR. 2x10 HDR. - ----- - ----- _ -EX. BEAM, NO CHANGE - - 2x10 HDR. 2x10 HDR. _ ❑ ❑ MANUFACTURERS SPECIFICATION - -EX. HDR- - - - ------------ =---- =___-_-____—�____—__--_----____- - � NOTE: PROJECT M: 23-042 CONTRACTOR SHALL NOTIFY ARCHITECT IF I ANY FRAMING: CONDITIONS DIFFER FROM IL FRAMING PLANS D T E : 12/II/23 0 NOTE: S C A L E : 45 NOTED z O CONTRACTOR TO BE HELD RESPONSIBLE FOR PROPER ALIGNMENT OF NEW WALLS TO Z: /23DWG5/23-042 EXISTING. COORDINATE ALL ALIGNMENTS t DIMENSIONS PRIOR TO CONSTRUCTION. PR ITF c� I C � �G41 UGti � Fl ST OO C AM IN 1, ; � � � � fIN� � � � � �+�' AN SCALE: I/4 = I -0 � , NOTE: ALL EXISTING OPENINGS THAT ARE TO BE CLOSED ARE TO MATCH EXISTING FRAMING AND ALIGN FINISHED WALLS. * 6h �o NOTE: ALL NEW WALLS TO MATCH EXISTING PLATE HEIGHT, UNLESS NOTED OTHERWISE SPECIFIED. ST N° NOTE: PROVIDE SOLID BLOCKING UNDER ALL POSTS WITHIN THE FLOOR SYSTEM, qPC OF NOTE: FASTEN ALL NEW STRUCTURAL LVL MEMBERS AS PER MANUFACTURER'S SPECIFICATIONS. - z z NOTE CONTRACTOR TO BE HELD RESPONSIBLE FOR PROPER ALIGNMENT OF NEW WALLS TO EXISTING. COORDINATE ALL ALIGNMENTS 4 DIMENSIONS PRIOR TO POURING ANY WALLS. A or- 10 REVISIONS: ISSUED FOR REVIEW: 01/04/2024 ISSUED FOR PERMIT: 01/09/2024 z Q z z DESCRIPTION DATE C H E C K E D B Y U L.F., D.K. 0 DRAWN BY : Q P.R. U o +- 0 v z o Ul U - INTERIOR HEADER SCHEDULE ALL MATERIAL FOR WOOD FRAMING TO ~ CO z HAVE A MINIMUM f'b OF 850 P.S.I. z n` NOMINAL LUMBER SIZE: SPANS: J ° (3) 2X8 UP TO ro'-O" (3) 2XIO (o'-m" TO 8'-0" N (3) 2X12 V-0" TO 10'-0" POSTS SHALL BE 4x4 (NOMINAL)FOR 0 2x4 WALLS, UNLESS NOTED OTHERWISE Q POSTS SHALL BE 6x6 (NOMINAL) FOR U 2xro WALLS, UNLESS NOTED OTHERWISE o U U # NOTE: ALL SIZES CALLED OUT ON ANY OF THE FOLLOWING DRAWINGS WILL O SUPERSEDE THIS SCHEDULE. _ UPDATED 4/26/2021 LEGEND 4 ABBREVIATIONS ■ DENOTES POST Q ® DENOTES POSTED LOAD FROM ABOVE UI BRACED WALL CORNER HOLD DOWN jJf ABV. ABOVE �I A.P.B. ANTHONY POWER BEAM ASF ABOVE SUB-FLOOR BOT. BOTTOM NEW ASPHALT Lnl'I B.P. BEAM POCKET ROOF l� Cn B.W. BEARING WALL SHINGLES TO BE SELECTED BID �. BIDET � BY OWNER CL. CLOSET {- CLG. CEILING > /T D. DRYER � / \ 1 IL DIA. DIAMETER ° D.O. DOUBLE OVEN � �. .q. z D.W. DISHWASHER p \ / O O EQ. EQUAL I ROOF p ROOF \ / I- FLR. FLOOR RAFTERS fY RAFTERS / U y (L GALV. GALVANIZED i AT ICo O.G. AT 16 O.G. — L ^' Q 'b HDR. HEADER ` _ HORIZ. HORIZONTAL N.B. HOSE BIB � i � Ex. !jk EX. � Q ; ±5 3/4 : 12 ±5 3/4 : 12 LVL LAMINATED VENEER X w O O I LUMBER LIN. LINEN _ ___-- � � O Q � �1 LAV. LAVATORY N p o � MAS. MASONRY WX Ui PIED. PEDESTAL SINK NEW ASPHALT ROOF - �------ SHINGLES TO BE N N� SELECTED BY OWNER _ PSL PARALLEL STRAND iJ-Z LUMBER .t z P.T. PRESSURE TREATED X m N LUMBER X z PAN. PANTRY ii:i:'�:Ili': O) �- R. RISER (S) O O Illi o II` N n 0 0 c> u R.R. ROOF RAFTERS R.4 S. ROD 4 SHELF \\ U In CO °z s€ Z z ,,nn R.O. ROUGH OPENING o V/ Q� N U::::: O SHWR. SHOWER �9 - EXISTING 2X8 RIDGE, PROVIDE RIDGE VEN\TYP (Y� I; ; =I I c STL. STEEL I Lo d, 10€;€!' E v J S. SINK NEW ASPHALT ROOF m m \ o f w T 1" z ii O SHINGLES TO BE Z X o z TYP. TYPICAL W + C� M o d VERT. VERTICAL / VERTICALLY SELECTED BY OWNER �- (� (Q IIIv !II o 1L C`1 z VIF VERIFY IN FIELD W 3 I': m Z 3 5 W. WASHER U O 0 3 N (() W.C. WATER CLOSET EXISTING 2X8 RIDGE, ; OVIDE RIDGE VENT, TYP. N O o a- NEW ASPHALT ROOF M N SHINGLES TO BE d �� 0 = Q c o FIRESLOCKING AND � SELECTED BY OWNER m N Q. w o •o �' �: ;: �n o Z I DRAFTSTOPPING ALL W= �� W 00 N o m z CONCEALED SPACES AS PER x x N \ N u N D R302.11 AND R302.12, TYPICAL. \ W W z � z m \ 77G.. E H W Q'O •L x d) H +I La0 NOTE ►- ♦ r,, X FASTENING FOR MULTIPLE LVL W '"!V ❑ ❑9 MEMBERS AS PER MANUFACTURERS SPECIFICATION El El NOTE:_ CONTRACTOR SHALL NOTIFY ,ARCHITECT IF PROJECT +': 23-m42 �- ANY FRAMING CONDITIONS DIFFER FROM D ATE : 12/11/23 IL FRAMING PLANS 0 SCALE : AS NOTED CONTRACTOR TO BE HELD RESPONSIBLE I Z: /23DWGS/23-,a42 —� FOR PROPER ALIGNMENT OF NEW WALLS TO ■. EXISTING. COORDINATE ALL ALIGNMENTS 4 DIMENSIONS PRIOR TO CONSMCTION. co 0 A3 ' ��o FR HiTFc ROOF PLAN _ ,_ W � { y Y SCALE: 1/4 I fd O NOTE: ALL FRAMING IS EXISTING, NO CHANGES �N o1 STATE OF - z z NOTE: CONTRACTOR TO BE HELD RESPONSIBLE FOR PROPER ALIGNMENT OF NEW WALLS TO XISTING. COORDINATE ALL ALIGNMENTS 4 DIMENSIONS PRIOR TO POURING ANY WALLS. A5 10 REVISIONS: ISSUED FOR REVIEW: 01/04/2024 ISSUED FOR PERMIT: 01/09/2024 Z T_.0-. EXIST. RIDGE REVISED PER EDO 02/21/2024 Z_ N - — — -i EW ASPHALT ROOF SI-ANGLES TO BE I- SI-LECTED BY Z BUILDER. REPLACE UI E:XTERIOR SHEATHING DE CRIPTION DATE AS REQUIRED. CHECKED B Y U kn T.O. EXIST. 15T Q Q Q FL. PLATE HGT. - DR A W N BY T.O. EXIST. : ° IST FL. WINDOW -El - - - - -- — z — -- — — - I -+ NE WTO Z _ BD Z I- _ w U l'1 a 1 � CO � C'7 +- B . z i� _ IN - O Z R - al co X E: °; NEW NEW+1 W SS �p X a;R + w NEW %i NEW NEU1 Z p Li 1-� __'lE, T.O. EXIST. IST ~ -I FL. SUB-FLOqloOR F- Z EX. V-0"W X l'-m"T O AVG. EX. GRADE E�t1AIEAD GARAGE DOOR NEVI N N O O U ° u ----------------- O tu FRONT 5UILDING ELEVATION ( WE5T ) SCALE: 1/4" V-011 z T.O.. EXIST, RIDGE LU 12 - 12 {— IL T.O. 16T FL. _ \� Q PLATE HGT. EXIST. \ EXIST.— J •� = T.O. ' �' O .O. EXIST.0 hST FL. WINDOW YY - z 7 U •Q Z 'd- - ,i Z - _ �NEW i NEW �-- w � X , } NEW NEW lk Q +' Ul �4 X Z_ (�/ O w O iJ<-. NE W T.O. EXIST. IST NEW L�J FL. SUB-FLOOR -- �, }— I Z x .. AVG. EX. _ T O _ GRADE T.O. EXIST. GARAGE SLAB nn� lu N O U i � � I • :� I - -- 1J__ •�+tt J.I� � I— r -i OX EXIST. G12ADE HATCH INDICATES EXISITINx NEWiWdOD FRAME DECK WITH STEPS EXISTING BILCO DOOR WITH APF R WINDOW TO BE REMOVED I DOWN TO GRADE, REFER TO SECTION STEPS DOWN f0 BASEMENT, � AND OPENING TO BE FI�LRD I/A311 PROVIDE MIN. 36" HIGH RAILING, TO REMAIN UNCHANGED SOLID WITH CMU BLOCK i SELECTED BY OWNER, NOT TO ALLOW Z N _ A 4'�DJ'IA. SPHERE TO PASS THRU. O o OO U � co 00 z Z co REAR 5UILDING ELEVATION ( E SCALE: 1/4" = I' Lo It � a o � H Z TT :; Z:: o — M M o (DCO U ;:.: oN O 3 N O i s"w a_ . � Nr Q � 3 C N 0 ` Wo 0 U z ;:>,+ 0 Q T.O. EXIST. RIDGE T.O. EXIST. RIDGE 00 E m —N N o / Z 7 3 12 \ /'� E N EXIST. 0 nl 12 12 12 ? X l� EXIST. �\ QEXISt. j� \QEXIST. Q . Q W 0 to 12 s r- EXIST.F7' ❑ ❑ w _ T.O. 15T FL. -- \\ 0 T.O. IST FL. — PLATE HGT. .4 PLATE HGT. _ - ' PROJECT M: 23-042 T.O. EXIST. \ �ST FL. WINDOW T.O. EXIST. — z °O IST FL._WINDOW / DATE : 12/II/23 � NEW � Q Z _ Z z v" SCALE : AS NOTED ° Z n Mz Z ►- - ,iFrEx. Ex. Q X L a� - X 7 co X � X } Z: /23DWGS/23-m42 EX. E +1 • X. v +1 w ) +i LU +i Ul l O T.O. EXIST. IST T.O. EXIST. IST E� C FL. SUB-FLOOR FL. SUB-FLOOR I I NEW i I 4� Gcti�O� AVG. EX. GRADE AVG. Ex. GRADE APPROX. EXIST. GRADE NEW WOOD FRAME DECK WITH STEPS c.PP ogees �0 PROVIDE P.T. WOOD DOWN TO GRADE, REFER TO SECTION LATTICE AROUND DECK 1/43. PROVIDE MIN, 36" HIGH RAILING, OF'A AND STEPS, OPTIONAL i SELECTED BY OWNER, NOT TO ALLOW L—J A 4" DIA. SPHERE TO PASS THRU. _Z zRIGHT 611DE 5UILIDING LEFT 511DE 5UILEDING �r ELEVATION ( 50UTH ) SCALE: 1/4" - 1' ELEVATION (NORTH ) 0 SCALE: I/4" I'-m" 6 F 10 AIS REVISIONS: t00% 2020 ECCCNYS TABLE R402.1.2 y %aAL A, M bIZAL NG U ETA I L ISSUED FOR REvIEU1: 01/04/2024 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT a i ISSUED FOR PERMIT: 01/09/2024 Z CLIMATE FENESTRATION SKYLIGHT' GLAZED CEILING WOOD FRAME MASS WALL FLOOR BASEMENT` SLAB' CRAWL` ZONE U-FACTOR' U-FACTOR FENESTRATION R-VALUE WALL R-VALUE' R-VALUE WALL R-VALUE SPACE WALL SHGC°'° R-VALUE R-VALUE &DEPTH R-VALUE CEMENT BACKER BOARD Z a 0.32 0.55 0.40 49 20or13+5° 8/13 19 10/13 10,2ft 10/13 EXTERIOR INSULATED WALL CONTINUOUS BEAD OF SEALANT 5 0.30 0.55 NR 49 20 or 13+51 13/17 30° 15/19 10,2 It 15/19 PLYWOOD/OSB SHEATHIN Z 6Option 1 0.30 0.55 NR 49 20+5 or 13+10 15/20 30° 15/19 10,4 it 15/19 CONTINUOUS BEAD OF SEALANT CONTINUOUS BEAD OF ADHESIVE PORCH RAFTER 6 Option 2 1 0.28 0.55 1 NR 60 23cavity 19/21 30° 15/19 10,4ft 15/19 CONTINUOUS BEAD OF SEALANT DESCRIPTION DATE 2x LEDGER ON TOP OF ATTIC INSULATION STUB SURROUND ] NR=Not Required. WOOD FRAMING BEYOND E—FLOOR ASSEMBLY C H E C K E D B y U - For SI:I foot=304.8 mm. WEATHER BARRIER O a. R-values are minimums.U-factors and SHGC are maximums.Where insulation is installed in a cavity that is less than the label or design thickness of FLOOR ASSEMBLY—) AND SHEATHING E SHEATH INTERIOR OF ATTIC TUB UNIT CONTINUOUS BEAD OF L.F•, D.K. the insulation,the installed R-value of the insulation shall not be less than the R-value specified in the table. Q b. The fenestration U-factor column excludes skylights.The SHGC column applies to all glazed fenestration. ACCESS TO H 1"OF SEALANT C. "10/13"means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation on the interior of the basement walls. CONTINUOUS BEAD OF SEALANT INSULATION LEVEL D R A UJ N B Y "15/19"means R-15 continuous insulation on the interior or exterior of the home or R-19 cavity insulation at the interior of the basement wall. AT TU B AT EXTERI R LL WOOD FRAME SOFFIT (� Alternatively,compliance with"15/19"shall be R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the 1" RIGID INSULATION P.R. interior or exterior of he home. INSULATED EXTER OR S UD WALL ASSEMBLY d. R-5 insulation shall be provided under the full slab area of a heated slab in addition to the required slab edge insulation R-value for slabs,as —CONTINUOUS BEAD OF SEALANT 46 PROVIDE BLOCK NG A STUD CAVITY PROVIDE INTERIOR SHEATHING indicated in the table.The slab edge insulation heated slabs shall not be required to extend below the slab ACCESS PANEL THIN-PROFILE W LL S AIHING AT EXTERIOR WALL PRIOR TO e. Reserved U I. Reserved INTERIOR GYPSUM WALLBOARD BUILDING PAPER/ Z g. Alternatively,insulation sufficient to fill the framing cavity and providing not less than an R-value of R-19 AS AIR BARRIER TRIM AS REQUIRED CONTINUOUS B AD SEALANT SOFFIT ASSEMBLY 0 h. The first value is cavity insulation,the second value is continuous insulation.Therefore,as an example,"13+5"means R-13 cavity insulation plus R-5 / WEATHER BARRIER a continuous insulation. FINISH CEILING CONTINUOUS BEAD OF SEALANT 1. Mass walls shall be in accordance with Section 402.2.5.The second R-value applies where more than half of the insulation is on the interior of the mass wall. EXPANDING FOAM pi F—WOOD FRAME--> z O FLOOR ASSEMBLY U 2020 ECCCNYS TABLE R402.1.4 Z EQUIVALENTU-FACTORSo RIM JOIST PORCH ROOF ATTIC HATCH BEHIND TUB/ SHOWER BUILT—OUT SOFFIT Q CLIMATE FENESTRATION SKYLIGHT CEILING FRAME WALL MASS WALL FLOOR BASEMENT CRAWL 1 ^ ZONE U-FACTOR U-FACTOR U-FACTOR U-FACTOR U-FACTOR' U-FACTOR . WALL SPACE WALLF GJ. 3 4 U-FACTOR U-FACTOR 5 N N 4 0.32 0.55 0.026 0.060 0.098 0.047 0.059 0.065 Z O 5 0.30 0.55 0.026 0.060 0.082 0.033 0,050 0.055 6 0.30 0.55 0.026 0.045 0.060 0.033 0.050 0.055 O >_ (--FLOOR ASSEMBLY (L a. Nonfenestration U-factors shall be obtained from measurement,calculation or approved source. INTERIOR INSULATED WALL BETWEEN U O U b. Mass walls shall be in accordance with Section R402.2.5.Where more than half of the insulation is on the interior,the mass wall U-factors shall not CONDITIONED SPACE AND ATTIC U exceed 0.087 in Climate Zone 4 except Marine,0.065 in Climate Zone 5 and Marine 4,and 0.057 in Climate Zone 6. SPRAY FOAM INSULATION O c. In warm-humid locations defined by Figure R301.1 and Table R301.1.the basement wall U-factor shall not exceed 0.360. _ CONTINUOUS BEAD � EXPANDING FOAM SEALANT ROOF SKYLIGHT � �, � OF SEALANT STRINGER Ft. ROOF RAFTER PREFAB—� GYPSUM BOARD11 / ? ` RIDGE INSULATION FIREPLACE UNIT U ; 2020 ECCCNYS TABLE R402,4.1.1 \�R-V LUE/THICKNESS PER CLIMATE INSULATED EXTERIOR (BOTH SIDE OF WALL) AIR BARRIER AND INSULATION INSTALLATION EXISTING BAND JOIST '�\� EXPANDING FOAM SEALANT STUD WALL EXPANDING cn CONTINUOUS BEAD OF INSTALL INTERIOR SHE THING* �� FOAM Z O QCOMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA 6 ® SEALANT PRIOR TO INSTILLATIO OF SEALANT A continuous air barrier shall be installed in the building / PREFAB FIREPLACE }— envelope. INSTALL 1" RIDGE \ \ General Requirements The exterior thermal envelope contains a continuous Air-permeable insulation shall not be used as a sealing \ INSTALL SHEATHING AT ATTIC material. INSULATION AT BOTH �' SIDE INSTALL I HIN SHAFT CONTINUOUS BEAD airbarrier. \ \- PROVIDE INTERIOR 1L F Breaksor joints in the air barrier shall besealed. HORIZONTAL AND SEALANT �. The air barrier in any dropped ceiling or soffit shall be DRAINAGE PLANES VERTICAL POSITIONS CAVITY INSULATION SHEATHING AT �Ll LEAVE 3/8"GAP FOR \ EXTERIOR WALL AND aligned with the insulation and any gaps in the The insulation in an dropped g INSTALL EXPANDING ( \ ATTIC INSULATION CEILING PRIOR , V air barrier shall be sealed. Y pped ceiling/soffit/soffit shall be GYP. B . LINER 11l Ceiling/attic Access openings,drop down stairs or knee wall doors aligned with the air barrier. FOAM SEALANT AT EXPANDING FOAM) 2x_ BLOCKING lK to unconditioned attic spaces shall be sealed. INTENTIONAL GAPS AT _ - \ \ EXPANDING WOOD FRAME SOFFIT TO SOFFIT ASSEMBLY 'II Cavities within corners and headers of frame walls 1" RIDGE INSULATION \ <--WOOD FRAME FOAM SEALANT ASSEMBLY W n, The junction of he foundation and sill plate shall be sealed. shall be insulated by completely filing the cavity \ FLOOR ASSEMBLY 1J'_ The junction of-he top plate and the top of exterior walls with a material having a thermal resistance,of CONTINUOUS BEAD CAVITY INSULATION CONTINUOUS BEAD O Z shall be sealed. R-value,not less than R-3 per inch. SECTION THROUGH STAIRWAY SECTION THROUGH WALL OF SEALANT O f Knee walls shall be sealed. Exterior thermal envelope insulation for framed walls OF SEALANT shall be installed in substantial contract and MINIMUM 1/2" DRIP continuous alignment with the air barrier. Q Windows,skylights and doors The space between framing and skylights,and the 1" RIGID INSULATION LU -CONDITIONED/ }.— jambs of window/doorjambs shall be sealed. SOFFIT CLOSURE z Rim joists shall include the air barrier. Rim joists shall be insulated. SKYLIGHT VAULT FIREPLACE ASSEMBLY UNCONDITIONED SPACE BUILT—OUT SOFFIT Z Q Q O Floor framing cavity insulation shall be installed to CANTILEVER FLOOR + Z 1u m maintain permanent contact with the underside 7 QI 9 � O UFloors including cantilevered floors and The airbarrier shall be installed at any exposed edge of sub-floor decking.Alternatively floor framing V 110 � ^ floors above garage. of insulation. cavity insulation shall be in contact with the fop 1 1 U! L" side of sheathing or continuous insulation installed the underside of floor framing and shall Z L U extend from the bottom to the top of all F— Qperimeter floor framing members. ^ -1 Exposed earth in un vented crawl spaces shall be Crawl space insulation where provided instead of floor , Crawl space walls covered with a Class I vapor retarder with insulation,shall be permanently attached to the VENTED AIRSPACE U( overlapping joints taped. walls. MANUFACTURED THIN-PROFILE h- Duct shafts,utility penetrations,and flue shafts opening ATTIC VENTILATION BAFFLE O � Z Q..- Shafts,penetrations to exterior or unconditioned space shall be --- (FULL WIDTH) CONTINUOUS BEAD sealed. CAVITY INSULATION / OF SEALANT � Z .. Batts to be installed in narrow cavities shall be cut to ,. Q O ^PROVIDE RIDGE INSULATION Narrow cavities ___ fit or narrow cavities shall be filled by insulation CONTINUOUS BEAD that on installation ready conforms to the BAFFLE AROUND VENTILATION , 11 available cavity space. CHUTE-FOAM SEAL PERIMETER OF SEALANT nn Cal) 'n O u CONTINUOUS BEAD OF SEALANT lIl V Air sealing shall be provided between the garage and OF RIDGE INSULATION Garage separation condition-ad spaces. ---- PROVIDE STUD CAVITY CLOSURE CONTINUOUS MINIMAL ON BACK SIDE OF EACH STUD EXPANDING FOAM AT Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building thermal CEILING GYPSUM BOARD g g -- WINDOW PERIMETER Recessed lighting envelope shall be sealed to the finished surface. envelope shall be air tight and IC rated. CAVITY O O I€ ':`:: N rn 0?.. M �1 U AS AIR BARRIER c) Walls CONTINUOUS BEAD (Q d- €' � i ^ In exterior walls,Batt insulation shall be cut neatly to fit '^ 0 >- Plumbing and writing _ around wiring and plumbing,or installation,that OF SEALANT L() W "' [ Z Z on installation readily conforms to the available Z 0 space,shall extend behind piping and wiring. CONTINUOUS BEAD T 0"I" U v C — t� , OF SEALANT (� S The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be Y �oTsr/stub on exterior wall showers and tubs shall separate the wall from the insulated. i CONTINUOUS BEAD OF SEALANT LINE ILLUSTRATES ' ii0; E v, R showers and tubs. CONTINUOUS MINIMAL WINDOW UNIT AS r r €z Z CONTINUITY OF AIR s EXPANDING FOAM AT AIR BARRIER o M i;;;; 0 ;; d The air barrier shall be installed behind electrical or BARRIER AT WALL SECTION C0 C0 rn Electrical/phone box on exterior walls communication boxes.A Item ative ly,air-sealed WINDOW PERIMETER 'iii ;<I •� CV z boxes shall be installed. PROVIDE SOLID BLOCKING CONTINUOUS MINIMAL 3 m BENEATH KNEE WALL EXPANDING FOAM AT Z 3 HVAC supply and return register boots that penetrate 3 N (� HVAC register boots building thermal envelope shall be sealed to the --- WINDOW PERIMETER I— a� sub-floor,wall covering or ceiling penetrated by the s boot. CAVITY INSULATION CONTINUOUS BEAD �''?�,. Q Q N o Where required to be sealed,concealed fire sprinklers shall rR 2 c N only be sealed in a manner that is recommended by t OF SEALANT V Concealed sprinklers .. aD manufacture.Caulking or other adhesives sealants ___ C7 Z � � shall not be used to fill voids between fire sprinkler CONTINUOUS BEAD p cover plates and the wall or ceiling. WINDOW UNIT AS � ,n z AIR BARRIER OF ADHESIVE ('"� M N 00 1 CONTINUOUS BEAD "T' m CM`t o CONTINUOUS MINiMAL OF SEALANT " L E CEILING & KNEE WALL INSULATION EXPANDING FOAM AT 0 E CL WINDOW PERIMETER i 0 .OIL Q w IL I U o 2020 ECCCNYS R403.7 EQUIPMENT SIZING AND EFFICIENCY RATING (MANDATORY) ':'' c n CONTINUOUS BEAD HEATING AND COOLING EQUIPMENT SHALL BE SIZED IN ACCORDANCE WITH ACCA MANUALS BASED 12 OF SEALANT ❑ ❑ ON BUILDING LOADS CALCULATED IN ACCORDANCE WITH ACCA MANUAL J OR OTHER APPROVED CONTINUOUS BEAD HEATING AND COOLING CALCULATION METHODOLOGIES. NEW OR REPLACEMENT HEATING AND OF ADHESIVE i IU COOLING EQUIPMENT SHALL HAVE AN EFFICIENCY RATING EQUAL TO OR GREATER THAN THE ATTIC INSULATION CONTINUOUS BEAD PROJECT M: 23-042 I MINIMUM REQUIRED BY FEDERAL LAW FOR THE GEOGRAPHIC LOCATION WHERE THE EQUIPMENT IS [—ATTIC FLOOR FRAMING OF SEALANT CONTINUOUS BEAD � INSTALLED. RIGID INSULATION R- OF SEALANT ALUE/DEPTH PER CLIMATE ° DATE : 12/II/23 COMPRESSIBLE WEATHERSTRIPPING AT PERIAETER OF ENCLOSURE SITE BUILT ATTIC ENCL SURE-MECHANICALLY SECURED CONTINUOUS SILL SEALER GYPSUM BOARD BOX ENCLOSURE / / - FULL WIDTH OF MUDSILL SCALE : AS NOTED Z ATTIC INSULATION ATTIC FRAMING FOUNDATION WALL AS O SPECIFICATIONS: AIR BARRIER Z: /23DUJC�S/23-m42 REFER TO ENERGY CONSULTANT'S CODE COMPLIANCE REPORT FOR ADDITIONAL INSULATION \�\\\' a CONCRETE SLAB AS AND MECHANICAL SPECIFICATIONS. 1000NTINUOUS BEAD AIR° a AIR BARRIER i OF SEALANT ME HANICAL LATCH TO PRESSURE EXPANDING FOAM SEALANT AT PERIMETER 0 SEA AT WEATHER STRIPPING ADDITIONAL SPECIFICATIONS: CONTINUOUS BEAD OF SEALANT —MANUFACTURED PULL DONN STAIR �� a �/ \� � � cq � DRYWALL CEILING RECESSED LIGHTING FIXTURE• WINDOWS AND SKYLIGHTS:0.30 U VALUE, 0.30 SHGC ����� � � � �� � ���� ��.����/ � `- a V,�.'�� .,-y �, • BUILDING ENVELOPE AIR LEAKAGE LESS THAN 3 AIR CHANGES PER HOUR @ 50 PA BLOCKING AS REQUIREDc� e • HVAC SYSTEM AND DUCT AIR LEAKAGE TO OUTSIDE LESS THAN 4 CFM 25 PA PER 100 SQ.FT. • MIN. 75 ENERGNERGYY EFFTARICIENT APPLIANCE LINE OF CONTINUOUS AIR SEALING STRATEGY — AIR SEALING STRATEGY — S1ATE • MIN. 75% ENERGY EFFICIENT INTERIOR LIGHTING - z • BUILDING CAVITY CANNOT BE USED AS DUCTWORK RECESSED LIGHTING IN ATTIC ATTIC PULL—DOWN STAIR AIR BARRIER UPPER WALL SECTION LOWER WALL SECTION Z • ALL HOT WATER PIPES TO BE INSULATED TO R3 1 3 F14 [ 15 1 6 17 ALL DETAILS MAY NOT APPLY UPDATED 5/1/2020 D1 R REVISIONS: ISSUED FOR REVIEW: 01/04/2024 SEE TYPICAL SECTION "I" SEE TYPICAL SECTION "1" ISSUED FOR PERMIT: 01/OS/2024 LEDGER TO BE FASTENED TO z STRAP"SIMPS OON"CS20 COILED WALL STUDS W/MINIMUM(3) EQUAL AT EVERY APPROVED ERY RAFTER, THREE TAB ROOF SHINGLES 10d x 3"NAILS.RAFTER TO BE z 12 MAX.SPACING 16"O.C. TO RECEIVE(6)FASTENERS FASTENED TO LEDGER W/(3) <12 FASTEN AS PER TABLE 3.6A TYPICAL ALL ROOF SURFACES 10d x 3"NAILS. I- z (1)"SIMPSON"H7Z HURRICANE W RIDGE ALL ARCHITECTURAL AND l� TIE SEE DETAIL#21 ALL ARCHITECTURAL AND DESCRIPTION DATE JOISTS THREE TAB ROOF SHINGLES OR APPROVED EQUAL AT EACH THREE TAB ROOF SHINGLES \_ TO RECEIVE(6)FASTENERS ICE SHIELD RAFTER TO RECEIVE(6)FASTENERS C H E C K E D E3 Y �- 24"MIN. RAFTER SPACING 16"O.C.MAX. PER SHINGLE U` (2)"SIMPSON""H2A" NTS) (2)8d NAILS THIS SIDE OF L.F., D.K. CONNECTORS RAFTER DRAWN B 1 12 I SPACING 16"O.C.MAX. RAFTERS(TOTAL OF FOUR 8d �L CORNER STUD >12 NAILS INTO RAFTER) Q ; � (ONE EACH SIDE) �_ 10'-0"MAXIMUM OFFSET CONNECTED TO TRANSFER SHEAR (5)8d FASTENERS S TRUSS TO NOT TO SCALE (8)8d NAILS INTO PLATES - 2 ROWS OF 16d (8)8d NAILS INTO STUDS �"SIMPSON"LFTA CONNECTOR, 16"o.c. P.R. (16)10d FASTENERS TO STUDS.'WHERE COMMON NAILS, 10"O.C. (5)8d FASTENERS TO STUDS 14"OR TALLER T.J.I.FLOOR JOISTS ARE f 7/8"ALL THREADED ROD ) LEDGER TO BE FASTENED TO USED-USE"SIMPSON"FTA5 EBLOCKING "SIMPSON"HDQ8-SDS3 "SIMPSON"CNW OR APPROVED EQUAL _ WALL STUDS W/MINIMUM CONNECTORS AT 16"O.C. U z COUPLER OR , FASTEN O ICEM SHIELD (3) 10d x 3"NAILS. RAFTER TO (1)"SIMPSON"ACZ POST Cn W CAP TO MEET A MINIMUM BE FASTENED TO LEDGER W/ UPLIFT OF 1400 psi WOOD TYPICAL END WALL APPROVED EQUAL 20-SDS1/4X3 SCREWS NTS) (3)10d x 3"NAILS. BEARING CAPACITY-NAIL � P�) SIZE AND QUANTITY AS PER Z O 1� BLOCKING DETAIL �� MODEL NUMBER �\O FN�� TYPI AL AT ALL SECTIONS l) I (1)"SIMPSON"STRAP TIE TO REFER TO MANUF.SPECS. wU (NOT TO SCALE) ��C _ MEET A MINIMUM UPLIFT OF TO MEET 130 MPH WIND w 4 ICE SHIELD 1400 psi WOOD BEARING z LOAD CRITERIA I 0 `i (1)"SIMPSON"H3 IF T.J.L'S ARE 24"MIN. CAPACITY-NAILING PATTERN O AT SILL CONNECTI N CONNECTORS USED,SOLID NTS) AS PER MODEL NUMBER (ONE SIDE) BLOCK EACH SIDE IF INSTALLED IN A SLAB CONDITION ON ACQ TREATED REFER TO MANUF.SPECS. (4)8d FASTENERS OF WEB FLUSH W/ C NNECTOR JOTS 0 � LUMBER THE CONNECTOR MUST BE GALVANIZED. I ICE SHIELD (4O8dLFASTENERS ATE FLANGES AT 4 2x PRESS.TREATED CONNECTORS JOIST SPACING � � EVERY LEDGER LAGGED TO BLDG. (MAX 16"O.C.) I- 24"MIN. (� (� (� TO FLOOR JOISTS CONNECTOR USE 3/8"LAGS 0 _.I NTS) LOCATION STAGGERED 12"O.C. (ONE EACH SIDE) cv (8)8d FASTENERS TO JOIST /, (8)8d FASTENERS TO GIRDER z CORNER STUD CONNECTED TO (1)"SIMPSON"H7Z HURRICANE TIE 4 = l'J O TRANSFER SHEAR SEE DETAIL#21 OR APPROVED ° ° � 5/8"DIA.ANCHOR BOLTS ° EQUAL AT EACH RAFTER TYPICAL AT ALL SECTIONS ° o 2-16d COMMON NAILS,3"O.C. ° RAFTER SPACING 16"O.C.MAX. 23"O.C.UNLESS NOTED W OTHERWISE 1/2"CARRIAGE BOLT O I- "SIMPSON"HDU8 OR APPROVED (2)8d NAILS THIS SIDE OF RAFTERS ( ) U EQUAL FASTEN W/14-SDS1/2X3 e <° . (TOTAL OF FOUR 8d NAILS INTO RAFTER) � )v( JO 2 PER CONNECTION u U SCREWS OR AS PER "SIMPSON"SSTB28 ANCHORS OR ° (2)8d NAILS INTO PLATES w ' APPROVED EQUAL EMBEDMENT (8)8d NAILS INTO STUDS O MANUFACTURER'S SPECS. PRESS.TREATED POST AS PER MANUFACTURER'S SPECS. "SIMPSON"FACE MOUNT C MIN.5/8"DIA.ANCHORS SEE FOUNDATION PLAN FOR °, 5/8"DIA.ANCHOR BOLTS HANGER TO MEET A Sc LOCATIONS MIN.6"TO 12"FROM 23"O.C.UNLESS NOTED MINIMUM UPLIFT OF 600 psi (1)"SIMPSON"POST BASE EMBEDMENT 7EMBEDDED IN CONC.MIN. THE END OF EACH PLATE TYPICAL GAMBREL ROOF OTHERWISE WOOD BEARING CAPACITY- TO MEET A MINIMUM ,n SEE FOUNDATION PLAN 1 ° ° NAILING PATTERN AS PER UPLIFT OF 1400 psi WOOD vJ FOR LOCATIONS SECTION RAFTER Z MODEL NUMBER BEARING CAPACITY-NAIL Q SPRINGING FROM PAD TY I CA L WALL SECTION REFER TO MANUF.SPECS PER MODEMANU .S SIZE AND QUANTITY S O REFER TO MANUF.SPECS. TYPICAL CORNER HOLDOWN TYPICAL CORNER AND ABOVE SUB-FLOOR RAFTER SPRINGING FROM 4L-i SLAB / ONE STORY CONDITIONS BRACED WALL HOLDOWN �ETO MEET 130 MPH WIND LOAD CRITERIA(NOT TOSCALE) PAD ABOVE SUB-FLOOR ° ° � AS PER ASCE7-05 DESIGN CRITERIA TYPICAL WALL SECTION � � (NOT TO SCALE) (NOT TO SCALE) TO MEET 130 MPH WIND LOAD CRITERIA (NOT TO SCALE) TYPICAL WALL SECTION- (NOT TO SCALE) �I IF TWO STORIES & SLAB, 7/8"ANCHOR BOLTS AND HDQ8 HOLD IN * TO MEET 130 MPH WIND LOAD CRITERIAAT COVERED PORCH --� ' (� CONNECTORS ( DETAIL 8 ) MUST BE UTILIZED. TO MEET 130 MPH Q (NOT To SCALE) * WIND LOAD CRITERIA �' V 7 6 a TO MEET 130 MPH WIND LOAD CRITERIA 6 TO MEET 130 MPH WIND LOAD CRITERIA 5 W COL Q I� H3 AND A35 CONNECTORS ARE TO BE GALVANIZED n� WHERE THEY ARE IN CONTACT WITH ACQ TREATED ' �0�\°�5 LUMBER. STAINLESS STEEL NAILS MUST ALSO BE USED. NOTE: ALL METAL HANGERS CLIPS NAILS BOLTS SCREWS ETC. IN z 1 ;��a�°°� , 1 PRESSURE DIRECT CONTACT WITH PRESSURE TREATED LUMBER TO BE HOT DIPPED O O PO�P�0 P I PLATE,TREATES SEE PLANS NOTE: iu cn Q 1 P' '° i i iLL— <? R905.1 .1 UNDERLAYMENT. GALVANIZED OR STAINLESS STEEL AS PER ASTM SPECIFICATIONS TO lU 1_ll Z"e p �; 1 �yQ` 1 UNDERLAYMENT SHALL COMPLY WITH RESIT CORROSION FROM PRESSURE TREATED LUMBER. "SIMPSQN"cs2o COILED STRAPS Z -�Z O o �' OR APPROVED EQUAL AT EVERY Q i 1 AS PER R403.1.6 5/8"DIA.ANCHOR 0 ° o o ASTM D 226 TYPE I OR ASTM D 4869 3 1/2" /8" NOTED o RAFTER,MAX.SPACING 16"O.C. O Z 0 1 BOLTS, 23"O.C.UNLESS TYPE i & I I. _ FASTEN AS PER TABLE 3.6Alu IC��! �f f (MIN.) \ OTHERWISE MIN.7"EMBEDMENT I AND MIN.3"PROJECTION BOLTS o R905.1 .2 ICE BARRIER. Q ALL ARCHITECTURAL AND O (� SHALL BE LOCATED WITHIN 12"OF o .L v EACH END OF THE PLATE/ o AN ICE BARRIER THAT CONSISTS OF "SIMPSON"CS20 "SIMPSON"CS20 THREE TAB ROOF SHINGLES CORNERS,AND IN THE MIDDLE v COILED STRAPS OR COILED STRAPS OR TO RECEIVE(6)FASTENERS O n " tu PER SHINGLE lu THIRD OF THE WIDTH OF THE PLATE AT LEAST TWO LAYERS O F APPROVED EQUAL AT APPROVED EQUAL AT Q MIN.3"X 3"WASHER&NUT"SIMPSON" T EVERY RAFTER,MAX. EVERY RAFTER,MAX. N z LBPS5/8 OR APPROVED EQUAL H3Z STRAPS AT EVERY STUD (2)A35Z FRAMING ANGLE AT EVERY THIRD UNDERLAYMENT CEMENTED SPACING 16"O.C. SPACING 16"O.C. v FRESSURE TREATED SILL STUD&AT PER METER OFRBUILD BUILDING EXTERIOR PER METER OF BOUILDING(1)ONE SIDE OF TOGETHER OR A SELF ADHERING ALL ARCHITECTURAL AND FLATE,SEE PLANS THREE TAB ROOF SHINGLES COPPER TERMITE SHIELD (1)ONE SIDE OF STUD-FASTEN STUD FASTEN W/(12)-8dx1 1/2"NAILS ALL ARCHITECTURAL AND TO RECEIVE(6)FASTENERS -i+. (1)",SIMPSON"H7Z HURRICANE WITH(4)-8d NAILS INTO STUD POLYMER MODIFIED BITUMEN SHEET THREE TAB ROOF SHINGLES PER SHINGLE 1 TIE SEE DETAIL#20 OR Z FOUNDATION WALL,SEE PLANS TO RECEIVE(6)FASTENERS ` APFROVED EQUAL AT EACH N °' AND(4)8d NAILS INTO PLATE 0 (- NOTE ; MIN. TWO (2) BOLTS PER SILL WITH SHALL BE USED IN PLACE OF NORMAL PER SHINGLE _ (1)"SIMPSON"H7Z HURRICANE RAFTER RAFTER SPACING o TIE SEE DETAIL#21 OR ICE SHIELD 0 [ . U ONE BOLT LOCATED NOT MORE THEN UNDERLAYMENT AND EXTEND FOR I 16"o.c.MAX.c2)BdNAILSTHIs -- U APPROVED EQUAL AT EACH 24"MIN. CO 'r TYPICAL SLAB-ON GRADE SILL CONNECTIONS OR LESS THAN SEVEN BOLT DIAMETERS NTs> SIDE OF RAFTERS(TOTAL OF 0 (D z z FROM EACH END OF PLATE SECTION. —i fi ICE SHIELD RAFTER AT 16"O.C.MAX. FOUR Sd NAILS INTO RAFTER) Z;;;. ENTIRE PERIMETER OF BUILDING THE LOWEST EDGES OF ALL ROOF TO 24"MIN. (2)8d NAILS THIS SIDE OF (2)BdNAILSINTOPLATES(8)Sd T i U ''' (� t l RAFTERS(TOTAL OF FOUR 8d U o �� �. NTS) NAILS INTO STUDS O ;.:=I ;; o 0 A POINT AT LEAST 24 INSIDE THE NAILS INTO RAFTER) LO d. a o ICE SHIELD (2)8d NAILS INTO PLATES U y (NOT TO SCALE) 24"MIN (1)"SIMPSON"H7Z HURRICANE J EXTERIOR WALL LINE OF THE (8)8d NAILS INTO STUDS T T !'; Z TO MEET 130 MPH WINE) LOAD CRITERIA TIE SEE DETAIL#21 OR o z NTS) APPROVED EQUAL AT EACH BUILDING. TYPICAL RAFTER AT 16"O.C.MAX. MIN. 12"BEARING ''''� N z :4:a (2)8d NAILS THIS SIDE OF O RAFTERS(TOTAL OF FOUR 8d Z [i 3 i v NAILS INTO RAFTER) "SIMPSON"CS20 COILED STRAP OR (2)8d NAILS INTO PLATES (2)"SIMPSON""H6" APPROVED EQUAL AT EVERY STUD / a- NOTE ; MIN. TWO (2) BOLTS PER SILL WITH 8 (MAX. 16"O.C.)FASTEN AS PER T y ONE BOLT LOCATED NOT MORE THEN 12" OR ( )8d NAILS INTO STUDS STOOD SPAOC NG 16"O.C.MAX. TABLE 3.4B w/MIN. 12"BEARING ON 3: �: Q Q N �n OR LESS THAN SEVEN BOLT DIAMETERS 2X STUDS,SEE PLANS (ONE EACH SIDE) STUD SURFACENOW, w p o FROM EACH END OF PLATE SECTION. (8)8d NAILS TO RIM JOIST zQ M ` o° ? (8)8d NAILS TO STUDS -� MIN. 12"BEARING � � ff l �m o I ��Ilee 0:: m — M > z Z SOLID (2)"SIMPSON""H6"OR APPROVED EQUAL N v l °o - FIREBLOCKING CONNECTORS JOIST SPACING y Z 10 2X PLATE,SEE PLANS EACH BAY 16"O.C.MAX.(ONE EACH SIDE) JL 0 z E i PRESSURE TREATED SILL 10 (8)8d NAILS TO FLOOR JOIST .� X PLATE,SEE PLANS SUB-FLOOR,SEE PLANS TYPICAL AT ($)$d NAILS TO PLATE U.:,..:.., �°P�JP� P �E I ALL SECTIONS 4 � t �P R�FP CPLS�� ( RIM JOIST,SEE PLANS 4a 4 MIN. 12"BEARING VJ ° °° ° ° "SIMPSON"LTP5 CONNECTORS APPROVED EQUAL BEARING ON FOUNDATION WALL,SEE PLANS SIMI_AR "SIMPSON"CS20 STRAPS OR PROJECT M: 23-042 "SIMPSON"LTP5 CONNECTORS OR ,o °° °° ° FASTEN W/12-8d 2"NAILS ; � , STUDS,NAIL AS PER TABLE 3.4B W/ 10 10 00 ° ° o ° "SIMPSON"CS20 STRAPS 0 10FASTEN 2-8d 2 NAIED EQUAL AT LSO.C., COPPER TERMITE SHIELD ° OR APPROVED EQUAL AT DATE 12/11/23 IL ° EVERY STUD,FASTEN AS 5/8"DIA.ANCHOR BOLTS ° ° PER TABLE 3.4B % 23"O.C.UNLESS NOTED 5/8"DIA.ANCHOR BOLTS S C A L E AS NOTED O SIMPSON"SSP STUD PLATE OTHERWISE 5/8"DIA.ANCHOR BOLTS TIES OR APPROVED EQUAL °° o ° o AS PER R403.1.6 23"O.C.UNLESS NOTED 23"O.C.UNLESS NOTED z AT EVERY STUD, ° ° °°5„ OTHERWISE 5/8"DIA.ANCHOR BOLTS, 23"O.C.UNLESS OTHERWISE o° o' ° ° ° NOTED OTHERWISE MIN.7"EMBEDMENT , z: /23DWGS/23-(d42 (MIN.) o AND MIN.5"PROJECTION BOLTS SHALL BE )- AS PER R403.1.6 00 ° LOCATED IN THE MIDDLE THIRD OF THE THDB62600H TITEN HD ANCHOR BOLTS WIDTH OF THE PLATE SHALL BE LOCATED WITHIN 12"OF EACH °O END OF THE PLATE/CORNERS,AND IN- MIN.3"X 3"WASHER&NUT"SIMPSON" ° ° THE MIDDLE THIRD OF THE WIDTH OF LBPS5/8 OR APPROVED EQUAL ° ° Q PRCf TACT THE PLATE.INSTALLED AS PER MANUF. (2)PRESSURE TREATED SILL PLATE �O UGH Y SPECS. SEE PLANS ANCHOR BOLT DETAIL COPPER TERMITE SHIELD TYPICAL WALL SECTION o ALTERNATE TYPICAL SILL CONNECTIONS AT FOUNDATION WALL,SEE PLANS TYPICAL SLAB WALL AT CANTILEVER TYPICAL WALL SECTION I- CONNECTION (NOT TO SCALE) GARAGE WALL LOCATIONS TYPICAL SILL CONNECTIONS (NOT TO SCALE) �ETO MEET 130 MPH WIND LOAD CRITERIA STATE F (NOT TO SCALE) TO MEET 130 MPH WIND LOAD CRITERIA (NOT TO SCALE) (NOT TO SCALE) TO MEET 130 MPH WIND LOAD CRITERIA z *TO MEET 13CI MPH WIND LOAD CRITERIA 4 b �TO MEET 130 MPH WIND LOAD CRITERIA z ALL DETAILS MAY NOT APPLY- PLANS WILL REFERENCE APPLICABLE DETAILS UPDATED 5/1/2020 3 2 o 10 REVISIONS: —� ISSUED FOR REvIEIU: 01/04/2024 NOTE: Z REFER TO "SIMPSON" MANUFACTURER'S 2x4x8'CONTINUOUS LATERAL BRACE @ 6-0"O.C. I SUED FOR PERMIT: 01/,a9/2024 SPECIFICATIONS FOR 2-10d NAILS STRAP KING STUDS TO TOP PLATE STRAP KING STUDS TO TOP PLATE z ALTERNATIVE APPLICATIONS z 2-10d NAILS HEADER STAGGER FASTENERS EACH TRUSS HEADER L IN 2 ROWS r 5.5"MIN.FOR 2 X 8* Z Q J 6.5 MIN.FOR 2 X 10 7.5"MIN.FOR 2 X 12 TRUSS OR CEILING JOIST DESCRIPTION DATE in CO) ( z *DISTANCE SHALL BE PERMITTED "SIMPSON"CS20 COILED STRAP "SIMPSON"CS20 COILED STRAP 8D NAILS @ 4'O.C. CHECKED B Y TO BE REDUCED TO 4.5"IF LAG NAILS OR APPROVED EQUAL FROM OR APPROVED EQUAL FROM �* SCREWS ARE USED OR BOLT SPACING IS REDUCED TO THAT STUD TO HEADER MIN,24"LONG STUD TO HEADER MIN.24"LONG LF. D.K. O LAG SCREW OR BOLT SPACING AS PER OF LAG SCREWS TO ATTACH 2 X 8 GABLE END TRUSS AT ALL HEADER LOCATIONS AT ALL HEADER LOCATIONS Q LEDGER TABLE R507.9.1.3(1)DECK LEDGER LEDGERS TO 2 X 8 BAND JOISTS. EXTERIOR FASTEN AS PER MANUF.SPECS. EXTERIOR FASTEN AS PER MANUF.SPECS. 12„ D R A LU N B Y 2" MIN. CONNECTIONS TO BAND JOIST GYP.BOARD OR CEILING JOIST PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS NO FURRING 2X PLATE,SEE PLANS vI EW VIEW P.R. NOTE: 2x STUDS SEE PLANS ♦ THIS DETAIL IS.APPLICABLE 2x STUDS SEE PLANS FOR SIZE SIDING FOR SIZE _— U Z WHERE FLOOR JOISTS ARE 2X ENDWALL STUDS, NAIL BASED ON tL PARALLEL TO DECK JOISTS FLASHING FOR 2x4 BLOCK NAILED TO EACH SEE PLANS BRACED WALL Q WATER TIGHTNESS BRACE WITH 4-10dNAILS REQUIREMENTS F— SHEATHING 10d NAIL @ 6"O.C. A35Z FRAMING ANGLE AT WINDOW A35Z FRAMING ANGLE AT WINDOW OPENING(1)ONE SIDE OF STUD OPENING(1)ONE SIDE OF STUD z O If f DECKING"SIMPSON"FACE CS20 STRAP FASTEN W/(12)-8dxl 1/2"NAILS FASTEN W/(12)-8dxl 1/2"NAILS U MOUNT HANGER OR APPROVED EQUAL TO MEET A MINIMUM w \ UPLIFT OF 600 psi WOOD "SIMPSON"CS20 COILED STRAP "SIMPSON"CS20 COILED STRAP77 }— r BEARING CAPACITY-NAILING NOTE: ALL METAL HANGERS, CLIPS, NAILS, BOLTS SCREWS, ETC. IN DIRECT OR APPROVED EQUAL FROM OR APPROVED EQUAL FROM O Z PATTERN AS PER MODEL MIN.12"BEARING ON WALL STUDS MIN. 12"BEARING ON WALL STUDS CENTER 2x BLOCKING CONTACT WITH PRESSURE TREATED LUMBER TO BE HOT DIPPED STUD To UNDER THE MUD SILL STUD TO UNDER THE MUD SILL 2"MIN. NUMBER REFER TO MIN. 12"BEARING ON STUDS MIN. 12"BEARING ON STUDS ON SHEATHING JOINT - I O ( MANUFACTURER GALVANIZED MEMBERS APPROVED BY MANUFACTURER TO RESIST ° °° 15/32"WOOD FASTEN AS PER MANUF.SPECS. FASTEN AS PER MANUF.SPECS. NO CEILING �'— STRUCTURAL PANELS U 2x LEDGER WITH FASTENERS IN CORROSION FROM PRESSURE TREATED LUMBER. Y_ UI ACCORDANCE WITH TABLE R507.9.1.3(1) RIM JOIST RIM JOIST DIAPHRAGM ON GABLE FACE AND y . REQUIRED ON WALL BELOW �+ TYPICAL CEILING CONNECTION BALLREQUREME DTT1Z MIN 750 LB.CAPACITY AT 4 LOCATIONS,EVENLY DISTRIBUTED ALONG SILL PLATE SILL PLATE WALL REQUIREMENTS Z F- DECK AND ONE WITHIN 24"OF EACH END OF TO GABLE E N D WA L L THE LEDGER.HOLD DOWN DEVICES SHALL O FULL ENGAGE DECK JOIST PER HOLD DOWN (NOT TO SCALE) , CONCRETE CONCRETE MANUFACTURER FOUNDATION FOUNDATION O �k TO MEET 130 MPH WIND LOAD CRITERIA ;-- FLOOR JOISTS A FULLY THREADED 3l8"DIAMETER � 1 U U U LAG SCREW PRN TO C ED E MIN. TYPICAL GABLE O � 3"PENETRATION TO CENTER PLATE, STUDS, TWO 8d TYPICAL STRAPPING DETAIL FOR TYPICAL STRAPPING DETAIL FOR END WALL i- USE A MINIMUM OF DECK LEDGER CONNECTION DETAIL SIDE TRUSS. . nU SIDE OF TRUSS. m OPENING THAT EXCEED 42" IN WIDTH t� (NOT TO SCALE) FIGURE R507.9.1.3(2) 23 8d NAILS OUR ° o OPENING UP TO 42" IN WIDTH ON BALLOON FRAMING INTO TRUSS. ON ALL EXTERIOR FRAMED OPENINGS ALL EXTERIOR FRAMED OPENINGS * (NOT TO SCALE) Q e o e e v (NOT TO SCALE) TO MEET 130 MPH WIND LOAD CRITERIA O ju v o o * TO MEET 130 MPH WIND LOAD CRITERIA Fl TO MEET 130 MPH WIND LOAD CRITERIA 16 5 +- SEE SECTION 1 FOR STRAP CONNECTION Ct OF BEAM "SIMPSON"FACE MOUNT HANGER OR APPROVED EQUAL TO MEET A BOLTING BOLT SPACING ■�. MINIMUM UPLIFT OF 600 psi �j PATTERN SIZE(d> (S, NOTE: ALL METAL HANGERS CLIPS NAILS BOLTS SCREWS ETC. IN 4d WOOD BEARING CAPACITY- \lt NAILING PATTERN AS PER MODEL 7w°sdVEGHT A 1l2" 12" � > > > NAILSTONAILS DIRECT CONTACT WITH PRESSURE TREATED LUMBER TO BE HOT DIPPED FLOOR JOISTS NUMBER REFER TO INTO TO B 3/8" 12" AS PER PLANS MANUFACTURER PLATESTUD Simpson Strong-Tie D 3/8" 12" GALVANIZED OR STAINLESS STEEL AS PER ASTM SPECIFICATIONS TO O � H7Z D 3/4" 12" � ) BEAM ELEVATION 4d TYP. "SIMPSON" H7Z HURRICANE TIE RESIST CORROSION FROM PRESSURE TREATED LUMBER. f- 0 FIREBLOCK (2)"SIMPSON"H2 CONNECTOR OR @ EACH BAY APPROVED EQUAL STUD SPACING, Z 16"O.C.MAX.(ONE EACH SIDE) TO MEET 130 MPH WIND LOAD CRITERIA FLITCH PLATE BOLTING PATTERNS (5)8d FASTENERS TO RAFTERS/TRUSS (NOT TO SCALE) 210 1 O (5)8d FASTENERS TO STUDS (NOT TO SCALE 18 O (P Q �- Z^ - U \ (2)"SIMPSON""H6Z" I O m - TYPICAL WATERPROOF 3/8"MIN. CONNECTORS JOIST SPACING Z +�— 3 I� EDGE STEEL \ kl«DER AS e" STEEL"U"SHAPED BRACKET (MAX 16"O.C.)(ONE EACH SIDE) ZDIST DECK D E:TA I L rIo �— SPECIFIED 3/8"STEEL PLATE (8)8d FASTENERS TO JOIST O 1 Q I (8)8d FASTENERS TO GIRDER Z J 314"DIA, BASE PLATE w O (NOT TO SCALE) o o° °o o (n W 0 0 8d COMMONS TO A-325 BOLTS ® �O ® O * TO MEET 130 MPH WIND LOAD CRITERIA °° 2 1/21, 13 li„ ^^ _ PLATES FILL ONE OF L LJ ��PLATTHREE HOLES TO H10A S i f=EL"U" (2) CARRIAGE BOLT 1' BOTTOM FLANGE 2 v2" SHAPED BRACKET ® STEEL TUBE COLUMN (2) PER CONNECTION O + - FULLY WELDED TO (� U fl/ 2 1/2" 3/8"STEEL PLATE ® ® ® PLATE 12„ �PRIESS.TREATED POST 0— 1-- , UI TYPICAL RAFTER TO ® O X Q STEEL COLUMN BASE PLATE WITH (1) "SIMPSON"POST BASE 10"x10"x3/8" STEEL TO MEET A MINIMUM � � UPLIFT OF 1400 psi WOOD 0 -.,It BEARING CAPACITY-NAIL u— \1 Z PLATE CONNECTION (4)5/8"DIA. 12 SIZE AND QUANTITY AS WHEN RAFTER AND BRACKET SECTIONAL VIEW ANCHOR BOLTS CORNER BRACKET PLAN VIEW l� INTERIOR BRACKET SIDE VIEW PER MODEL NUMBER REFER TO MANUFACTURE STUD SPACING DIFFER POR H STEEL COLUMN DETAILS TYPICAL o 0 --- ALTERNATE DETAIL o o TOP PLATE I' } (NOT TO SCALE) /�� //�� V/ V./ * TO MEET 130 MPH WIND LOAD CRITERIA (NOT TO GALE) O ;;:;: } r 1 g TO MEET 130 MPH WIND LOAD CRITERIA 1 (NOT TO SCALE) 11 e r HEADER U"` c Lo SEE PLANS O '; c O i:.'i; H (1)"SIMPSON"H7Z HURRICANE TIE OR I T T z l; o Z APPROVED EQUAL AT EACH RAFTER (o p _ SEE TYPICAL SECTION "1" SEE TYPICAL SECTION "1" RAFTER SPACING 16"O.C.MAX.(2)8d (O (D €' U ; ; v N NAILS THIS SIDE OF RAFTERS(TOTAL OF "SIMPSON"LTP5 CONNECTORS Z FOUR 8d NAILS INTO RAFTER)(2)8d m �L �1 l NAILS INTO PLATES(8)8d NAILS INTO O a SEE TYPICAL SECTION "1" SEE TYPICAL SECTION "1" STUDS ► f- N n/ MIN.(2)2x4'S DOUG FIR lC #2 OR BETTER ' �`' V L HEADER AS REFER TO PORCH STEEL •+�' � Q N 0 0 SPECIFIED W/ � a Q G 0 O APPROV APPROVED FASTEN c "SIMPSON"CCQ POST CAPS COLUMN DETAIL#12 THIS rr w o to OR APPROVED EQUAL.FASTEN SHEET FOR CONNECTION �y O Z M m MIN.7116"SHEATHING STEEL"U"SHAPED DETAILS CCQ POST CAP AS PER(MANUF.SPECS. _'/ T p Q BRACKET SEE CCQ POST CAP � .I � o} DETAIL 12 FOR AS PER MANUF.SPECS. CLARIFICATION 0.:'✓ M N M > Z "SIMPSON"CCQ POST HOLLOW COLUMNS AS SPECIFIED HOLLOW COLUMNS AS SPECIFIED c1 a "SIMPSON"CS16 STRAPS I CAPS OR APPROVED (1)"SIMPSON"STRAP TIE TO y FROM SILL TO TOP PLATE Simpson Strong-Tie EQUAL.FASTEN AS PER (1)"SIMPSON"STRAP TIE TO MEET A MINIMUM UPLIFT OF d HRC22 MANUF.SPECS. MEET A MINIMUM UPLIFT OF PRESSURE TREATED POST 1400 psi WOOD BEARING 0 ? a 1400 psi WOOD BEARING SEE PLANS FOR SIZE STEEL COLUMN CAPACITY-NAILING PATTERN �—HOLLOW COLUMNS AS SPECIFIED 6 0 +` W O RIDGE �—HOLLOW COLUMNS CAPACITY-NAILING PATTERN FULL SPAN PRESSURE a �HOLLOW COLUMNS AS PER MODEL NUMBER � o u AS PER MODEL NUMBER TREATED POST TO AS SPECIFIED AS SPECIFIED REFER TO MANUFACTURE PRESSURE TREATED POST s REFER TO MANUFACTURE SEE PLANS FOR SIZE 0 0 HOLDOWN CONNECTORS SONOTUBE BELOW SEE Q� INSIDE THE WALL SEE DETAIL PLANS FOR SIZE PRESSURE TREATED STEEL Tt,'l3E 8 FOR MORE INFO. (2)"SIMPSON""H6Z" POST SEE PLANS (2)"SIMPSON""H6Z" (2)"SIMPSGN""H6Z" CONNECTORS JOIST SPACING FOR SIZE CONNECTORS JOIST SPACING CONNECTORS JOIST SPACING (MAX 16"O.C.)(ONE EACH PROJ)=GT �: 23-m42 UI (MAX 16"O.C.)(ONE EACH (MAX 16"O.C.)(ONE EACH SIDE)(8)8d FASTENERS TO (1)"SIMPSON"POST STEEL TUBE COLUMN SIDE)(8)8d FASTENERS TO SIDE)(8)8d FASTENERS TO JOIST(8)8d FASTENERS TO BASE TO MEET A FULLY WELDED TO JOIST(8)8d FASTENERS TO JOIST(8)8d FASTENERS TO GIRDER DATE 12/11/23 MINIMUM UPLIFT OF PLATE 10"x10"x3/8" GIRDER GIRDER MIN.3500 PSI CONCRETE WALL b� 1400 PSI WOOD BEARING STEEL BASE PLATE b CAPACITY-NAIL SIZE WITH(4)518"DIA. 1/2"CARRIAGE BOLT 1/2"CARRIAGE BOLT "SIMPSON"CCQ POST CAPS $ GALE AS NOTED AND QUANTITY AS PER ANCHOR BOLTS (2)PER CONNECTION (2)PER CONNECTION OR APPROVED EQUAL.FASTEN Z .. ..................................... ....'...'...... ............... ° o MODEL NUMBER REFER AS PER MANUF.SPECS. O o TO MANUFACTURER Y: /23DWCx8/23-m42 e a STEEL COLUMN ••••••••,,, ,, ,,,,,,,,,,,,,,, a. ,� a . �—PRESS.TREATED POST PRESS.TREATED POST ate' a ' G .a �' .• .................................................................... ,a ................................................................. "SIMPSON" , •..•..••'••••••••"""' "'•••••' ....................... CONCRETE FOUNDATION CONCRETE FOUNDATION 1 SIMPSON POST BASE STEEL TUBE COLUMN 1 SIMPSON"POST BASE .......................................................... ( ) A ( )' A •••••••••••••• �— TO MEET A MINIMUM FULLY WELDED TO TO MEET A MINIMUM UPLIFT OF 1400 psi WOOD PLATE 10"x10"x3/8" UPLIFT OF 1400 psi WOOD ZCH17- TYP. ALTERNATE DETAIL TYP. ALTERNATE DETAIL BEARING CAPACITY-NAIL STEEL BASE 8"DIA.PLATE BEARING CAPACITY-NAIL ONOUG/y T SIZE AND QUANTITY AS WITH 4 5/8"DIA. SIZE AND QUANTITY AS � � CORNER Simpson strong-Tie ( ) � HCP I REFERMOO MANUFACTURER DEL NUMBER ANCHOR BOLTS PER MODEL NUMBER AT HOLLOW COLUMNS AT HOLLOW COLUMNS REFER TO MANUFACTURER DETAIL GARAGE WALL TYP. HIP RIDGE & TYPICAL HOLLOW COLUMN TYPICAL HOLLOW COLUMN �� TYPICAL D C� (NOT TO SCALE) (NOMESCA�IE TYPICAL HOLLOW COLUMN = RETURNS & BETWEEN GARAGE DOORS CORNER CONNECTIONS TO MEET 130 MPH WIND LOAD CRITERIA 30 MPH WIND LOAD CRITERIA INSTALLATION INSTALLATION INSTALLATION SrAT 7 *(NOT TO SCALE) (NOT TO SCALE) NOT TO SCALE) NOT TO SCALE) NOT TO SCALE) TO MEET 130 MPH WIND LOAD CRITERIA 14 *TO MEET 130 MPH WIND LOAD CRITERIA 13 11 d 11 c TO MEET 130 MPH WIND LOAD CRITERIA 11 b -*TO MEET 130 MPH WIND LOAD CRITERIA 111a -*TO MEET 130 MPH WIND LOAD CRITERIA 11 ALL DETAILS MAY NOT APPLY— PLANS WILL REFERENCE APPLICABLE DETAILS FUPDATED 5/1/2020 3o10 BRACED WALL DESIGN CRITERIA RE V 1 5 1 ON 5: ISSUED FOR REVEW: 01/04/2024 TABLE R602.3(1) -continued BRACED WALL NOTES: FIGURE R602.10.6.4 � TABLE R507.9.1.3(2) FASTENING SCHEDULE METHOD CS-PF - CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION ISSUED FOR PERMIT: 01/09/2024 Z PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS 1. BRACED WALL LINES AS INDICATED ON BRACED WALL PLANS SHALL BE CONSTRUCTED IN Z ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE SPACING AND LOCATIONACCORDANCE WITH R602.10 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. WALL CONSTRUCTION `t OF FASTENERa,b,c Z MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS FLOOR 2.THE MAXIMUM SPACING BETWEEN BRACED WALL LINES SHALL BE 60 FT. EXTENT OF HEADER WITH DOUBLE PORTAL FRAMES(TWO BRACED WALL PANELS) "x 0.135")or 3-16d box(3 z 1 EXTENT OF HEADER WITH SINGLE PORTAL FRAME •- 24 2"subfloor to joist or girder Blind and face nail (ONE BRACED WALL PANEL) f TOP EDGE BOTTOM EDGE ENDS ROW SPACING 2-16d common(3}"x 0.162) 3. BRACED WALLS PANELS ARE FULL-HEIGHT SECTIONS OF WALL. BRACED WALL PANELS SHALL BE 18'FINISHED WIDTH OF OPENING FASTEN KING Z a d b b CONSTRUCTED AND PLACED ACCORDING TO BRACED WALL PLANS AND BRACING METHODS �FOR SINGLE OR DOUBLE PORTAL STUD TO Ledger 2 inches 3/4 inch 2 inches 1 5/8 inches 3-16d box(3 2"x 0.135")or TENSION STRAP PER HEADER WITH 6 III 25 2"planks(plank&beam-floor&roof) 1 At each bearing,face nail SPECIFIED �- Q4=�Q TABLE R602.10.6.4(ON --- 16D SINKERS DESCRIPTION DATE Band Joists° 3/4 inch 2 inches 2 inches b 1 5/8 inches b 2-16d common(3 z"x 0.162) PE GHT ALL OPPOSITE SIDE OF SHEATHING)- CHECKED B Y 4. BRACED WALL PANELS SHALL NOT BEGIN MORE THAN 10'-0" FROM THE ENDS OF THE BRACED For SI: 1 inch=25.4 mm 3 16d common(3 "x 0.162");or CTA a.Lag screws or bolts shall be staggered from the top to the bottom along the horizontal run of the deck ledger in accordance with figure 26 Band or rim joist to joist 4-10d box(3"x 0.128);or WALL LINE.THERE SHALL NOT BE MORE THAN 20'-0" BETWEEN TWO BRACED WALL PANELS ON THE A ° End nail °° e = MIN.3"X11 "NET HEADER STEEL HEADER PROHIBITED IF BRACED WALL LINE o a L.F., D.K. O R507.9.1.3(1). 4-3"x 0.131"nails;or SAME BRACED WALL LINE. = o o < o J"SPACER IS USED,PLACE ON BACK-SIDE OF HEADER CONTINUOUSLY Qb.Maximum 5 inches. 4-3"X 14 a.staples,�"crown ° _� SHEATHED WITH D R A UJ N B Y 9 p 16 w FASTEN SHEATHING TO HEADER WITH BD WOOD STRUCTURAL c.For engineered rim joists the manufacturer's recommendations shall govern. i I follows; 2" 5 .ALL EXTERIOR WALLS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CONTINUOUS = COMMON OR GALVANIZED BOX NAILS IN W GRID PANELS FASTEN TOP PATTERN AS SHOWN PLATE TO Nail each layer as fol o s,3 D.C.o.c. P.R. d.The minimum distance from bottom row of lag screws or bolts to the top edge of the ledger shall be in accordance with Figure R507.9.1.3(1). 20d common(4"x 0.192"):or SHEATHED STRUCTURAL WOOD PANEL METHOD UNLESS OTHERWISE NOTED.THE PLYWOOD Q HEADER WITH at top and bottom staggered SHEATHING SHALL BE STRUCTURAL GRADE AND NOT LESS THAN 1/2" IN I 3 IF NEEDED PANEL °, Two Rows of THICKNESS. HEADER TO JACK-STUD STRAP PER TABLE SPLICE EDGES SHALL 16D SINKER 10d box(3"x 0.128");or 24"D.C.face nail at top and bottom Fa O R602.10.6.4 ON BOTH SIDES OF OPENING OCCUR OVER AND BE NAILS AT 3"O.C. 27 Built-upgirders and beams,2-inch lumber 3"x 0.131"nails staggered on opposite sides o = ° OPPOSITE SIDE OF SHEATHING NAILED TO COMMON TYP• g 6. BRACED WALL PANELS SHALL BE NAILED OR SCREWED IN ACCORDANCE WITHIN TABLE R602.3(1) i° BLOCKING WITHIN THE 0 layers MIDDLE 24"OF THE o Z y And: OF THE 2020 RCNYS. PORTAL LEG HEIGHT. ° �= MIN.7/16"WOOD a O MIN.DOUBLE 2x4 FRAMING COVERED WITH MIN. ,i STRUCTURAL 2-20d common(4"x 0.192);Or 7/16"THICK WOOD STRUCTURAL PANEL ONE ROW OF 3"O.C. PANEL }- Face nail at ends and at each splice I SHEATHING WITH 8D COMMON OR GALVANIZED NAILING IS REQUIRED TABLE R602.3(1) 3-10d box(3"x 0.128");or 7. BRACED WALL PANELS ARE NOTED BY THE FOLLOWING: IN EACH PANEL EDGE SHEATHING FASTENING SCHEDULE 3-3"x 0.131"nails / BOX NAILS AT3"O.C.INALLFRAMING(STUDS, a. CSA/ SP=CONTINUOUS SHEATHED WOOD STRUCTURAL PANEL BLOCKING,AND SILLS)TYP. TYPICAL PORTAL Ill DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE SPACING AND LOCATION 4-16d box(3 "x 0;135");or b. CS-PF=CONTINUOUSLY SHEATHED PORTAL PANEL MIN,LENGTH OF PANEL PER TABLE R602.10.5 FRAME CONSTRUCTION z 0 ITEM OF FASTENERa,b,c 3-16d common(3 z x 0.162);or I 28 Ledger strip supporting joist or rafters At each joist or rafter,face nail c. GB= G'1 PSUM BOARD MIN.DOUBLE 2x4 POST w 4-10d box(3"x 0.12H");Or MIN.(2)1/2"DIAMETER ANCHOR BOLT (KING AND JACK STUD). ROOF INSTALLED PER SECTION R403.1.6 WITH \ 4-3"x 0.131"nails 2"x2"x3/16 PLATE WASHER NUMBER OF JACK I 8.THE ENDS OF THE BRACED WALL LINES SHALL BE CONSTRUCTED USING ONE OF THE METHODS STUDS TABLES o 4-8d box(2 2'x 0.113")or Bridging or blocking to joist 2-10d(3"x 0.128")or 2-8d common Each end,toe nail R602.7(1)&(2) - Z 3 8d common 2 1"x 0.131" ;or 2 1/2"x0.131;or 2-3"x 0.131 n SHOWN BELOW. �[ 1 Blocking between ceiling joists or rafters to top plate ( 2 ) Toe nail 29 ( ) ails `j l 10d box(3"x 0.128");or - - -- -----A--------- 3 --.---;--- ---- --- ----- ---- .--.--- - --- 3-3"x 0.131"nails SPACING OF FASTENERS z O DESCRIPTION NUMBER AND 121 FIGURE R602.10.7 _________ _._, -_._ -- - ----�- - -----.'--�- -- '-- ANCHOR BOLT PER ----'- r l) a,b,c Edges Intermediate 0 h END CONDITIONS FOR BRACED WALL LINES WITH CONTINUOUS SHEATHING SECTION R403.1.6 � 4-8d box(2 z'x 0.113");or ITEM OF BUILDING ELEMENTS TYPE OF FASTENER (inches) supportsc,e 3-8d common(2 2"x 0.131");or (inches) OVER CONCRETE MASONRY BLOCK FOUNDATION N 2 Ceiling joists to top plate Per joist,toe nail 0 J 3-10d box(3"X 0.128");Or Wood structural panels,subfloor,roof and Interior wall sheathing to framing and particleboard wall sheathing to framing FRONT ELEVATION[see Table R602.3(3)for wood structural panel exterior wall sheathing to wall framing] CONTINUOUSLY SHEATHED I CONTINUOUSLY SHEATHED SECTIO 3-3"x 0.131"nails \ I Ceiling joists not attached to parallel rafter,laps over 4-1 Od box(3"x 0.128");or 3 1 6d common(2"x 0.113")nail(subfloor,wall) i ' f BRACED WALL LINE BRACED WALL LINE 1 1 WOOD STRUCTURAL PANEL NAIL SOLE PLATE TO z '� 30 8d common(2 "x 0.131")nail(roof)or f '/ ' / ' I SHEATHING TO TOP OF JOIST PER TABLE o O partitions[see Sections R802.5.2&Table R802.5.2] 3-16d common(3 'x 0.162");or 8 2 6 12 / ,/ ///////// / ///// I BAND OR RIM JOIST R602.3(I) I I (21FRAMINGANCHORS O 3 Face nail RSRS-01 (2 3/8"x0.113")nail(roofs /j / ofo� o I I APPLIED ACROSS $ NAIL SOLE PLATE TO 4-3"x 0.131"nails /; /, / Ly SHEATHINGJOINI „ ?Y JOIST PER TABLE (L 19„ 8d common(2 "x 0.131')or RSRS-01 f �/ ; '// 610; �,Q l WITH CAPACITY OF670 41 Rsoz.3(1) 31 - 1'. 6 12 / 96 LBSINTHE U O I- 32 (2 3/8"x0.113")nail(roof)1 j% j / / / ° _I�_ LI_ HORIZONTALAND 9 9 U U Ceiling joists attached to parallel rafter(heel joint) 1 VERTICAL DIRECTIONS U 4 [see Sections R802.5.2&Table R802.5.21 Table R802.5.2 Face nail 1 1 10d common(3"x 0.148")nail; or 8d(2 2"x UI 32 1 g - 1 4 0.131")deformed nail 6 12 Other wall sheathing 9 1 4-10d box(3"x 0.128");or 1 7 RETURN Collar tie to rafter,face nail or 1 4'x 20 ga. ridge strap to 1 galvanized roofing nail, t6"head diameter, PANEL HOLD WOOD STRUCTURALPANELSHEATHINGOVERAPPROVEDBANDORRIMJOIST 5 rafter 3-10d common(3"x 0.148");or Face nail each rafter 33 "structural cellulosic fiberboard sheathing Z 3 6 BRACED WALL PANEL AT DOWN BRACED WALL PANEL AT APPROVED BAND OR U 4-3"x 0.131"nails or 1 1/4" long staple 16ga.,W/16' Or 1"crown END OF BRACED WALL LINE DEVICE END OF BRACED WALL LINE RIM JOIST (� 1 4'galvanized roofing nail, 16"head diameter, OVER RAISED WOOD FLOOR-FRAMING ANCHOR OPTION Cn 3-16d box 3 1'x 0.135" ;or 34 32 structural cellulosic fiberboard sheathing or 1 1/2" Ion staple 16 a.,w/ or 1"crown 3 6 -FND CONDITION 1 END CONDITION 2 (WHERE PORTAL SHEATHING DOES NOT LAP OVER BAND OR RIM JOIST) 6 Rafter or roof truss to plate 3-10d common(3"x 0.148);or 2 toe nails on one side and 1 toe nail d 1 2'galvaniz d roofing nail;staple galvanized, O Q 4-10d box(3"x 0.128");or on opposite side of each rafter or 35 2'gypsum sheathing 1 1 7 7 truss' 1 long; 1 4"screws,Type W or S I CONTINUOUSLY SHEATHED \ I CONTINUOUSLY SHEATHED II' 4-3"x 0.131"nails � . u+ 5 d 1 4'galvanized roofing nail;staple galvanized, ��. BRACED WALL LINE BRACED WALL LINE WOOD STRUCTURAL NAIL SOLE PLATE TO 1 I I "b 34 sum sheathing 7 7 SHEATHING TO JOIST PER TABLE 4 PANEL(n]�, " 1 1 1 I IC- 4-16d box(3� x 0.135");Or 6 gyp g 1 8" long; 1 e"screws,Type W or S / ' / / / / �am/, TOP OF BAND OR RIM R602.3(1) ATTACH SHEATHING ( �' �SJOIST TO BAND OR RIM JOIST , NAIL SOLE PLATE TOToe nail � 0.9' q3-10d common(3 2"x 0.148");Or Wood structural panels,combination subfloor underlayment to framing . TOP " e R602.3(1) 4-10d box(3"x 0.128");or tAND BOTTOM �� .96d deformed(2"x 0.120")nail;or / 7 IJ_ LI_ / _ Roof rafters to ridge,valley or hip rafters or roof rafter 4-3"x 0.131"nails 37 3i and less 1 6 12 - 7 a 8d common(2 2 x 0.131")nail to minimum 2"ridge beam 1 8d common 2 "x 0.131" nail;or 3 16d box(3 z"x 0.135");or 7N� n ( z ) 1 38 g - 1 8d deformed 2 1"x 0.120" nail 6 12 of 2-16d common(3 'x 0.162);or End nail ( z ) l / /j 3-10d box(3"x 0.128");or 10d common(3"x 0.148')nail;or / 3-3"x 0.131"nails :39 1 8" - 1 4" 8d deformed(2 2"x 0.120")nail 6 12 /j RETURN / j WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR RIM JOIST ill WALL PANEL APPROVED BAND OR (continued) UPDATED 5/1/2020 48"MINIMUM BRACED WALL PANEL I FIRST BRACED OVER RAISED WOOD FLOOR-OVERLAP OPTION RIM JOIST ' AT END OF BRACED WALL LINE 10'MAX WALL PANEL O 16d common(3 2'x 0.162") 24"o.c.face nail TABLE R602.3(1) -continued 'SEE REQUIREMENTS (WHERE PORTAL SHEATHING LAPS OVER BAND OR RIM BOARD) O 8 Stud to stud(not at braced wall panels) 10d box(3"x 0.128");or FASTENING SCHEDULE ENO CONDITION 3 END CONDITION 4 nn,, 16"o.c.face nail - FRONT ELEVATION SECTION 1L }- u- 3"x 0.131"nails For SI: 1 inch=25.4mm, 1 foot=304.8mm, 1 mile per hour=0.447 m/s; 1 ksi=6.895 MPa. I CONTINUOUSLY SHEATHED O J BRACED WALL LINE REQUIREMENTS 16d box 3 1"x 0.135" ;or For SI: 1inch=25.4 mm, 1 1 foot=304.8 mm. ( ) Nails are smooth-common,box or deformed shanks except where otherwise stated.Nails used for framing and sheathing connections sha I }- 9 9 3"x 0.131"nails 12"D.C.oface nail LU Return panel: wood for braced wall lines sheathed with >. Stud to stud and abutting studs at intersecting wall corners '� p Z g have minimum average bending yield strengths as shown:80 ksi for shank diameter of 0.192 inch(20d common nail),90 ksi for shank O (at braced wall panels) wood structural panels Z O 16d common(3 "x 0.162") 16"D.C.face nail diameters larger than 0.142 inch but not larger than 0.177 inch,and 100 ksi for shank diameters of 0.142 inch or less. / / ' " / 32"for braced wall lines sheathed with b.Staples are 16 gage wire and have a minimum 7/16-inch on diameter crown width. // /' / / Q structural fiberboard 16d common 3 1"x 0.162" c.Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. _( ( z ) 16"o.c.each edge face Hall // U 10 Built-up header(2"to 2"header with spacer) d. Four-foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically. / Z 1„ / / Distance D: 24"for braced wall lines sheathed with 16d box(3 z X 0.135") 12"o.c.each edge face nail e.Spacing of fasteners not included in this table shall be based on Table R602.3(2). / / 'a }- Ill _ / / wood structural panels ;o Z' o Z Z -�f.For wood structural panel roof sheathing attached to gable end roof framing and to intermediate supports within 48 inches of roof edges an 1� / / 32"for braced wall lines sheathed with ;W a W Q' 5-8d box(2 2 x 0.113");or ridges, nails shall be spaced at 6 inches on center where the ultimate design wind speed is less than 130 mph and shall be spaced 4 inch s 11 Continuous header to stud 4-8d common 2 1"x 0.131" ;or Toe nail structural fiberboard m l� ( ) on center where the ultimate design wind speed is 130 mph or greater but less than 140 mph. Q 4- 10d box(3"X 0.128") g.Gypsum sheathing shall conform to ASTM C 1396 and shall be installed in accordance with GA 253.Fiberboard sheathing shall conform t \ j Hold-down 800 Ibs capacity fastened to the edge O Z 0 1,� ASTM C 208. HOLD DOWN t l 0 FIRST BRACED I I 16d common(3 z x 0.162") 16"o.c.face nail DEVICE WALL PANEL device: of the braced wall panel closest to the 10'MAX 20'MAX f-•-�10'MA, - h.Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required blocking and at ft or corner and to the foundation or floor 12 Top plate to top plate 10d box(3"x 0.128");or perimeter only.Spacing of fasteners on roof sheathing panel edges applies to panel edges supported b framing members and required framing below[- 12"D.C.face nail g pp p g pp y g q END CONDITION 5 g Z Z 3"x 0.131"nails blocking. Blocking of roof or floor sheathing panel edges perpendicular to the framing members need not be provided except as required b _ BWL 2 BWL 1 /l U y other provisions of this code.Floor perimeter shall be supported by framing members or solid blocking . For SI: 1 inch=25.4 MIT, 1 foot=304.8 mm, 1 pound=4.45 N. LL ■■ 1 8-16d common 3 x 0.162" •or - - ( 2 ) I.Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule,provide two toe nails on one side of the rafter / '"'""""/ - - - - !il Double top plate splice 12-16d box 3 "x 0.135 ;or Face nail on each side of end joint %BRACED WALL� 1 1 m O /� 13 ( ) and toe nails from the ceiling joist to top plate in accordance with this schedule.The toe nail on the opposite side of the rafter shall not be j PANEL �- 12-10d box(3"x 0.128" or (minimum 24"lap splice length each / N O I \ Q ( ); required. I N W Z 12-3"x 0.131"nails side of end joint) j. RSRS-01 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F1667. I o 0 (continued) FULL-HEIGHT BLOCKING CONTINUOUS ALONG LENGTH 1 1 2, TABLE R702.3.5- INTERIOR WALL COVERING OR BANDNUOUS OF BRACED WALL PANEL 2 Z TABLE R602.3(1) -continued MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD AND GYPSUM PANEL PRODUCTS _ I BRACED WALL FASTENING SCHEDULE I I W Q / PANEL / N }- THICKNESS OF MAXIMUM SPACING OF PERPENDICULAR FRAMING 1 1 1 s 3 �' / 0 th ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE SPACING AND LOCATION ORIENTATION OF MAXIMUM o LU O rn GYPSUM BOARD FASTENERS inches I N BRACED WALL/ (0 � ' V U OF FASTENER a,b,c OR GYPSUM GYPSUM BOARD SPACING OF (inches) SIZE OF NAILS FOR APPLICATION io % CD d• �f PANEL } L 16d common(3 2"x 0.162") 16"o.c.face nail PANEL APPLICATION OR GYPSUM FRAMING a b TO WOOD FRAMING 8d @ 16"O.C.ALONG I I m O';::'. LO :,:� z Bottom late to joist, rim joist,band joist or PANEL PRODUCTS MEMBERS Nails Screws 8d @ 16 O.C.ALONG BRACED WALL PANEL 1 T .' Z z 14 p J 1 j 1 PRODUCTS BRACED WALL PANEL blocking(not at brayed wall panels) 16d box(3 2"x 0.135");or 12"o.c.face nail (inches) TO FRAMING (inches o.c.) °' T� 1:: O 3"x 0.131"nails I o �..1., 0 -0 U-t BRACED WALL/ i:;: Application without adhesive i / V I C BRACED WALL PANEL / • ■ 3-16d box(3 "x 0.135");or 3 each 16"o.c.face nail d 13 gage 1 1' Ion 9 head;0.098" PANEL 1 1 m O E rn -1 Bottom plate to joist,rim joist,band joist or 2 each 16"o.c.face nail Ceiling Perpendicular 16 7 12 9 9 a 9, a" / % T T is Z;i; o - r 1 BRACED WALL PANEL - - M M Q O Z 15 2-16d common(3 "x 0.162");or 3jg diameter, 1 4"long,annular-ringed;4d `., `., blocking at braced wall panels) 4 each 16"D.C.face Hall 6 9 3z (Q (Q 'E: U D o 4-3"x 0.131"nails Wall Either direction 16 8 16 cooler nail,0.080"diameter, 1 3"Ion N ea 3-16d @ 16"O.C.ALONG 3-16d @ 16"O.C.ALONG I- f 4-8d box(2 "x 0.113");or Ceiling Either direction 16 7 12 3 L„ PR:CED WALL PANEL BRACED WALL PANEL 20'MAx 20'MAX 13 gage 1 e'long,64 head,0.098" Z 3 °� �' O 3-16d box(3 "x 0.135);or Toe nail d diameter, 1 1"Ion annular-ringed;5d '/ / 3 3 Ceiling Perpendicular 24 7 12 4 9, g ��� r / � 3 i 0 4-Sd common(2 x 0.131");or J, 1� /���/� /�/ NOTE:CONTINUOUS N t� 1/2 cooler Hall,0.086"diameter, 1 6 long,64 ;Q %Q SHEATHING METHODS �+ v CL L 4-10d box(3"x 0.128");or Wall Either direction 24 8 12 head;or gypsum board nail,0.086" ;3 W ;3 .,;3 ,' T 4 3"x 0.131"nails 5 y o z REQUIRE ALL FRAMED w.Lr Q N If f Wall Either direction 16 8 16 diameter, 1 8"long,32'head. %w¢ ;w a% ,w a n. = Q o 16 Top or bottom plat6 to stud PERPENDICULAR FRAMING ;a a a 0-; o ;a a PORTIONS OF THE in 3-16d box(3 2"x 0.135");or 13 gage 1 5 Ion head;0.098" 'm m %m BRACED WALL LINE TO BE .. 1i1 o 9 9 �' 9, a' _ 0 Z 2-16d common(3 2"x 0.162);or End nail Ceiling Either direction 16 7 12 diameter, 1 e"long,annular-ringed;6d CONTINUOUS RIM FULL-HEIGHT BLOCKING �� / SHEATHED : 0_ g r 3-10d box(3"X 0.128");Or Z„ 1„ OR BAND JOIST CONTINUOUS ALONG LENGTH 00 Z 3-3"x 0.131"nails cooler nail,0.092"diameter, 1 B long,4 G OF BRACED WALL PANEL m N C14 head;or gypsum board nail,0.0915" ° LOCATION OF BRACED WALL PANELS Zac N 3 Ceiling Perpendicular 24 7 12 b L� • FIGURER6021022 """ rn 3-10d box(3"x 0.128");or diameter, 1 long, head. li- 17 To plates,laps at corners and intersections 2-16d common(3 2"x 0.162");or Face nail Type X at garage Z„ a (NOT TO SCALE) E 1 6 long,6d coated nails or equivalent b �./ a p p p ceiling beneath x 3 3"x 0.131"nails 5/8 9 Perpendicular 24 6 6 drywall screws.Screws shall comply with Q E W habitable rooms Section R702.3.5.1 a ll 3-8d box(2 1"x 0.113" or For SI: 1inch=25.4 mm. o 13 gage 1 8'long,64 head;0.098" FIGURE R602.10.8(1) I•.•,• 2 )� 5 19�, " m r.G 18 1"brace to each Stud late 2-8d common(2 1"x 0.131);or 3 BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOOR/CEILING FRAMING REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED a p Face nail Wall Either direction 24 8 12 diameter, 1 e'long,annular-ringed;6d TO RESIST WIND PRESSURE TABLE R602.3(3) 2-10d box(3"x 0.128");or 2 staples 1 2" cooler nail,0.092"diameter, 1 8"long,a' head;or gypsum board nail,0.0915", PANEL NAIL ULTIMATE DESIGN WIND SPEED m -A Wall Either direction 16 8 16 MINIMUM COMMON NAIL MINIMUM WOOD MINIMUM MINIMUM (mph) 3-8d box(2 2"x 0.113");or diameter, 1 e"long,64"head. NOMINAL PANEL WALL STUD SPACING 1„ ADDITIONAL FRAMING FULL HEIGHT BLOCKING STRUCTURAL PROJECT w: 23-042 III 2-8d common(2 2 x 0.131);Or Application with adhesive CONTINUOUS RIM OR MEMBER DIRECTLY @ 16"O.C.ALONG THICKNESS In SPACING In WIND EXPOSURE CATEGORY 19 1"x6"sheathing to each bearing Face nail END JOIST PANEL SPAN ( ) ( ) EDGES FIELD 2-10d box(3"x 0.128");or ABOVE BRACED WALL BRACED WALL PANEL PENETRATION(In) 3 Ceiling Perpendicular 16 16 16 SIZE RATING ("O.C.) ("O.C.) B C D f 2 staples 1"crown, 16 ga., 1 4'long 3/8 Same as above for e"gypsum board and 6d 1.5 24/0 3/8 16 6 12 140 115 110 DATE 12/11/23 1 gypsum panel products. j 11 3-8d box(2 2 x 0.113");or Wall Either direction 16 16 24 [J 8d 1.75 24/16 7/16 16 6 12 170 140 135 O 3-8d common(2 2"x 0.131);or S G A L E 4S NOTED 3-10d box(3"x 0.128" ;or Ceiling Either direction 16 16 16 24 6 12 140 115 110 ( ) 1 ��� Bd @ 16"O.C.ALONG TOE NAIL 3-8d NAILS AT Z 3 staples 1"crown, 16 ga., 1 2"long 1/2 or 5/8 Ceiling Perpendicular 24 12 16 Same as above for 2"and 6 gypsu BRACED WALL PANEL EACH MEMBER OCKING O 20 1"x8"and wider sheathing to each bearing Wider than 1"x 8" Face nail board and gypsum panel products, 8d@ 16"O.C.ALONG ALLOWABLE LOADS AND DEFLECTIONS FOR STRUCTURAL MEMBERS Z: /23Dlt1GS/23-042 Wall Either direction 24 16 24 respectively. BRACED WALL PANEL UPDATED 5/1/2020 4-8d box(2 2'x 0.113");or 3-8d common(2 2"x 0.131);or Two Ceiling Perpendicular 16 16 16 Base ply nailed as above for Z'gyps m BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL STRUCTURAL MEMBERS LIVE LOADS DEAD LOADS ALLOWABLE DEFLECTION 3-10d box(3"x 0.128");or 3 3/8 layers board and gypsum panel products; EXTERIOR BALCONIES 40 10 L/360 O 4 staples 1"crown, 16 ga., 1 4'long Wall Either direction 24 24 24 face ply installed with adhesive. DECKS 40 10 L/360 FtG EC For SI: 1 inch=25.4 mm 3-16d @ 16"O.C.ALONG 3-16d @ 18'O.C.ALONG 3-16d @ EACH P r FLOOR BRACED WALL PANEL BRACED WALL PANEL BLOCKING MEMBER ATTIC WITHOUT STORAGE 10 10 L/240 � Oy � / 1 a.For application without adhesive,a pair of nails spaced not less than 2 inches apart or more than 2 2 inches apart shall be permitted to be ATTIC W/LIMITED STORAGE 20 10 Ll240 4-8d box(2"'x 0.113");or �r 1 used with the pair of nails spaced 12 inches on center. - v 3-8d common(2 2"x 0.131");or Toe nail 1 FIRST FLOOR 40 10 L/360 b.Screws shall be in accordance with Section 702.3.6.Screws for attaching gypsum board or gypsum panel products to structural insulated /,//, 2-16d NAILS c_q 21 Joist to sill,top plate or girder 3-10d box(3"x 0.128");or 7 ! EACH SIDE SECOND FLOOR 30 10 Ll360 s n, O 3-3"x 0.131"nails panels shall penetrate the wood structural panel facing not less than 16 inch. i// C0 Q } ROOF RAFTERS-GROUND SNOW LOAD=20 psf L/240 3i ro°' 1 c.Where cold-formed steel framing is used with a clinching design to receive nails by two edges of metal,the nails shall be not less than g ADDITIONAL FRAMING FULL-HEIGHT BLOCKING �� S g gyp gypsum panel product thickness and shall have ringed shanks.Where the cold-formed steel fram in CONTINUOUS RIM MEMBER DIRECTLY @ 16"O.C.ALONG o I- 8d box(2 2"x 0.113") 4"o.c.toe nail inch longer than the sum board or OR END JOIST BELOW BRACED WALL BRACED WALL PANEL S 22 Rim joist,band joist or blocking to sill or top 8d common 2 1"x 0.131" ;or has a nailing groove formed to receive the nails,the nails shall have barbed shanks or be 5d, 13 z gage, 1 s inches long,Fa-inch head for PANEL C 1 plate(roof applications also) 1od box(3"x 0.128");or 6"o.c.toe nail 2-inch gypsum board or gypsum panel product;and 6d 13 gage, 1 8 inches long,�-inch head for 8-inch gypsum board or gypsum panel 2020 RESIDENTIAL CODE 0 F NEW YORK STATE NOTE: TATE V product. R301.2.1.2 DESIGN CRITERIA: 3"x 0.131' nails e Z d.Three-eighths-inch-thick single-ply gypsum board or gypsum panel product shall not be used on the ceiling where a wate r-based textured m CONSTRUCTION IN REGIONS WHERE THE BASIC WIND SPEEDS FROM FIGURE R301.2(5)B EQUAL OR EXCEED 110 MILES PER HOUR(177.1 Km/h)HAVE BEEN z 3-8d box(2 2"x 0.113");or finish is to be applied,or where it will be required to support insulation above a ceiling.On ceiling applications to receive a water-based - DESIGNED IN ACCORDANCE WITH: 23 1"x6"subfloor or less to each joist 2-8d common(2 2 x 0.131);or texture material,either hand or spray applied,the gypsum board or gypsum panel product shall be applied perpendicular to framing.WhereFor SI: 1 inch=25.4 mm. AMERICAN FOREST AND PAPER ASSOCIATION(AF&PA)WOOD FRAME CONSTRUCTION MANUAL FOR ONE-AND TWO-FAMILY DWELLINGS(WF,CM), Face nail ( ) CHAPTER 3&6 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND THE ASCE"MIN. DESIGN LOAD FOR BUILDINGS AND STRUCTURES":REVISION 3-10d box(3"x 0.128");or applying a water-based texture material,the minimum a 2 FIGURE R602.10.8 2 �1 gypsum board thickness shall be increased from inch to inch for 16-inch on center l 2 staples 1"crown, 16 ga., 1 4"long framing,and from 2 inch to a inch for 24-inch on center framing or 2 inch sag resistant gypsum ceiling board shall be used. BRACED WALL PANEL CONNECTION WHEN PARALLEL TO FLOOR/CEILING FRAMING OF ANSI/ASCE 7-10. UPDATED 12/6/2016 2020 F(continued) UPDATED 5/l/ C 10