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HomeMy WebLinkAbout48444-Z oguFFOt��y Town of Southold 11/16/2023 P.O.Box 1179 W r 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44732 Date: 11/16/2023 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 1290 Sterling Rd., Cutchogue SCTM#: 473889 Sec/Block/Lot: 104.4-13 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/31/2022 pursuant to which Building Permit No. 48444 dated l 1/1/2022 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: unconditioned accessoryag_rage with storage above and outdoor shower as applied for. The certificate is issued to Mantione Jr,John&Stephanie of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 48444 9/5/2023 PLUMBERS CERTIFICATION DATED quehUdSignature PD( TOWN OF SOUTHOLD �o�gUE � f BUILDING DEPARTMENT y TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 48444 Date: 11/1/2022 Permission is hereby granted to: Mantione Jr, John PO BOX 345 Cutchogue, NY 11935 To: demolish an existing accessory garage and construct a new accessory garage as applied for. At premises located at: 1290 Sterling Rd., Cutchogue SCTM-#473889 Sec/Block/Lot# 104.4-13 Pursuant to application dated 8/31/2022 and approved by the Building Inspector. To expire on 5/2/2024. Fees: ACCESSORY $350.00 CO-ACCESSORY BUILDING $50.00 DEMOLITION $16.20 otal: $416.20 Building Inspector ho��pF SO(/jyQlo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Jamesh .southoldtownny.gov Southold,NY 11971-0959 Q lrouff`1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Mantione Address: 1290 Sterling Road city:Cutchogue st: New York zip: 11935 Building Permit#: 48444 section: 104 Block: 4 Lot: 13 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Absolute Electric Electrician: Russell Castaldo License No: ME-4440 SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 19 Ceiling Fixtures 6 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 4 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel 60am A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency StrobeHeat Detectors Disconnect Switches b 4'LED Exit Fixtures Sump Pump Other Equipment: 60amp sub panel 12 space 7 used Notes: GARAGE Inspector Signature: i Date: September 5, 2023 1290 sterling rd garage qgqqSOGIyOlo - -- # * TOWN OF SOUTHOLD BUILDING DEPT. cou631.765-1802 INSPECTION [ /FOUNDATION 1ST6ftV J� [ ] ROUGH PLBG. [ ] -FOUNDATION 2ND tt [ ] 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: ACA 4 b.0y, I DATE INSPECTOR OF SOUTyolo —- - -- VV TOWN OF SOUTHOLD BUILDING DEPT. cauKr+, 631.765-1802 INSPECT N [ ] FOUNDATION 1ST [ ROUGH PLBG. [ OUNDATION 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: oz 4f gyro no ,k,. PA.& Nyo oyi n r �Vo 10 �h DATE INSPECTOR OE 50U1y�� --- # # TOWN OF SOUTHOLD BUILDING DEPT. �ycou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Not l � Jov r r DATE �3 INSPECTOR Y OF so 'T �r UIyO # # TOWN OF SOUTHOLD BUILDING EPT. courm, 631.765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ri DATE �r �`��� INSPECTOR {� 1 OF SOUTyO # # TOWN OF SOUTHOLD BUILDING DEPT. 631.765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH 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 ] PR C/O [ ] RENTAL REMARKS: I- DATE INSPECTOR 1 Y �3 t N r� a 4 r" . y n Mil ji.04 E I r.�oA 1 r6 7w, 10MVPmis1 I i ,f .F- - S SSI S f I ti s * . "linvd, S L -�i - y ONE) ON 3nui SS1110 ssmi'm w a) AOUn0j. OX%10 ON 3rrM Jaldruialul pnyt3 ' Unej punm j pus 1 trim `• '� Ian dor 3du. � SN3W Err .Z _ ,--- SIEMENS - IE nrFe 40-C 1 F J , I HAS O Z Circttil8reaker I Lummm r I and Ground fault l a ncuR r` Circud Intenu er ' _ and pt . Cin:0 t In ISSUEN0.013�P(p j! ISSUE NO. Interrupting Rat ny + ++ Inlenuptin .�C R tOkA 120V it 10kA 120 i 6O + �60H RMt t' Max.RM w ' S S 60Hz GFCI 20 15 GF a;_- I { CLASS A r li CLAS Tr 1p GND ! IGND FAULT,` j FAULT k4r "� rJPRIo MAL M5 iVfTr: + tnlnucrol 77C — 1 -go 45 1 412�2f0W + 16In/16 yol 45 + Lmm X16 NJn Go s,i� �n t t� y Mai - dftdor fm -' .. • q �. f� `' +;a FIELD INSPECTION REPORT I DATE COMMENTS in �• vf' FOUNDATION (1ST) rz ------------------------------------ FOUNDATION (2ND) �+ z LA -Oft%.A Arcs P S d S cn mry ROUGH FRAMING& eo V✓ PLUMBING w r INSULATION PER N.Y. STATE ENERGY CODE n c FINAL ADDITIONAL COMMENTS 1 1 Z 23 QC �� •o`Z� �P-I- GO t�evvi O � 0 3 �o� -3-a,3 S in e CQ ' Q J}l h . - - 3 no Arne Q n 6r . G1 5 3D 2 L 9� 0 b— s r q l ll`i-i) E A-c%c dkz H — x e b H TOWN OF SOUTHOLD—BUILDING DEPARTMENT (y T+ Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631)765-1802 Fax(631) 765-9502 htips://www.southoldtownny.go_v Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only I I5 PERMIT N0. Building Inspector: AUG 3 12022 Applications and forms must be filled out in their entirety.Incomplete EWILDNG uept: applications will not be accepted. Where the Applicant-is not.the owner,an TODUN OF,8E;IJTj-OLD Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF ROPERTY: Name: UoSCTM#1000- C4- Project _ Project I Address: 1 2 9 o S n�G C,w5' 3 J Phone#: ����- Email: ,5f e .Fr I D suae jtt.,. Mailing Address: Z 0 2 L� � ??.. G CONTACT PERSON: Name: Mailing Address O (U6 1 Phone#: ) Email:�"'►kS rG i a vh I.bF� -I'�I DESIGN PROFESSIONAL INFORMATION: Name: e� a - Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: - Name: Mailing Address: Phone#: Tim DESCRIPTION OF PROPOSED CONSTRUCTION XNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other J26M 0 GA/L4ro f . L$(M-10 L10 A)9, y $ Will the lot be re-graded? ❑Yes El No Will excess fill be removed from premises? ❑Yes ❑No 1 PROPERTY INFORMATION Existing use of propurLy. Intended use of property: %I (if'C214 f, I 'r, Zone or use district In which premises is situated. Are there any covenantsAnd restrictions with respect to this property? ©Yes r• IF YES,PROVIDE A COPY. the ownef/tontractoldeviin Profession&$is mpornibia for all rfrainne c-4stem wo to kim as isrumed In Chxptev 236 of the Town"t.AFTUCATION IS WNW MADE to the Ruilding Deparmnet'l for I."WuAncs of a 110-dERS Perah Pmullrz to the lluu!.'t Zons, ordin3nia,of the Town of Southold,Soffolit,County,New York end other applicable taws,ordinances or llerAlat!ans,for the conxtrucaGn of buawints, addittons'alterations Of for mmmal or demolition as htroki described.The SPOCAnt agrarL to comply with all apogutie laws,ordlnsnm,bulleml code, hoto!infg code end rftuLitlons acedto admit authorhad InSP4CtGT3 CA INCMISO and III buMnifli)for netr-,sary trisperl2lans.Fain 1W."j-ptS Made litre'n or pur&hsbie as a class A Misdemeanor PuMant to SeEtiOn 210AS of The New York State Penal twee Application Submitted By(print nal AZIC PAu0 thorlzed Agent 0wrier e Signature of Applicant: ", •21, Date: -7 STATE OF NEW YORK) COUNTYOF t/f/('0q2! being duly sworn,deposes and says that(s)he is the al)Plica6t (Name of individual signing contract)above named, (S)hels the I .(Co Atrat-tor, gent,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 bellief;and that the work will be performed in the manner ner set forth-in the application file therewith. Sworn before me this, 01 261?-- otary Public _k_day of -I TRACEY L. WYER ­'NQTP�NOTARY PUBLIC,STATE OF NEW YOR NO.01 DVVGS06900 (Where the applicant is not the ownedUALIRED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2PZ iding at o apply an t;ry P A�W�L. WYER E 6 4yr_do hereby authorize approval as described herein. S*uthold uilding Department for a myohalfto heTPwn or Date wrier's ignature Print Owner's Name 2 j FF MAY 3 0 2023 BUILDING DEPARTMENT-Electrical Inspector CTOWN OF SOUTHOLD wn Hall Annex- 54375 Main Road - PO Box 1179 ID C* CW10 Southold, New York 11971-0959®'y�j0 aol� - Telephone,(631) 765-1802 - FAX (631) 765-9502 rogerr(cD-southoldtownny.gov- seand(@-southoldtownnV.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: 5/24/2023 Company Name: Absolute Electrical Service, Inc. Electrician's Name: Russell Castaldo License No.: ME-4440 Elec. email:absoluteelectricny@gmaii.com Elec. Phone No: 516-520-4700 211 request an email copy of Certificate of Compliance I Elec. Address.: 2938 Hempstead Turnpike, Suite 208, Levittown, NY 11756 JOB SITE INFORMATION (All Information Required) Name: Mantione Address: 1290 Sterling Road, Cutchogue, NY 11935 Cross Street: Pine Tree Road Phone No.: 631- 294-6171 Bldg.Permit#: =- Lfgq�Lq email:GARYWALSH@optonline.net Tax Map District: 1000 bection: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): New detatched garage & sub panel in garage. gus Square Footage: F1770-1 Circle All That Apply: Is job ready for inspection?: FV-1 YES❑NO [&/]Rough In E] Final Do you need a Temp Certificate?: F-] YES ❑NO issued On Temp Information: (All information required) Service Size[-11 Ph[-]3 Ph Size: A #Meters Old Meter# ONew Servicen Fire ReconnecC]Flood Reconnect[:]Service Reconnect ElUnderground ElOverhead # Underground Laterals E]1 [-]2 0 H Frame D Pole Work done on Service? F]Y N Additional Infor tion: PAYMENT DUE WITH APPLICATION / a� �3 ISG � � r MAY 30 2023 4%q F ot BUILDING DEPARTMENT Electrical Inspector TOWN OF SOUTHOLD ff'own Hall An nex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone,(631) 765-1802 - FAX (631) 765-9502 rogerr(cD-southoldtownny.gov - seanda-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: 5/24/2023 Company Name: Absolute Electrical Service,-Inc. Electrician's Name: Russell Castaldo License No.: ME-4440 Elec. email:absoluteelectricny@gmaii.com Elec. Phone No: 516-520-4700 211 request an email copy of Certificate of Compliance Elec. Address.: 2938 Hempstead Turnpike, Suite 208, Levittown, NY 11756 JOB SITE INFORMATION (All Information Required) Name: Mantione Address: 1290 Sterling Road, Cutchogue, NY 11935 Cross Street: Pine Tree Road Phone No.: 631- 294-6171 Bldg.Permit#: email:GARYWALSH@optonline.net 1 Tax Map District: 1000 §ection: Block: 77 Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): New detatched garage & sub panel in garage. Square Footage: I-Swo Circle All That Apply: r- Is job ready for inspection?: YES []NO [&/]Rough In F❑-1 Final Do you need a Temp Certificate?: F-] YES ❑NO issued On Temp Information: (All information required) Service Size F11 PhF_13 Ph Size: A # Meters Old Meterft RNew Service[]Fire Reconnect E]Flood Reconnect Oservice Reconnect[]Underground Eloverhead # Underground Laterals F]1 n2 D H Frame M Pole Work done on Service? FJY F-IN Additional lnfortion: �� P �/j // /_7� tl f. PAYMENTDUE WITH APPLICATION c'. fi PERMIT 9 Address: Sw tchesif+i— Dutlets SFI's 1 Surface iw >conces I L l -I H's JC Lts -ans Fridge HW :xha ust Oven W/D mokes DW Mini :arbon Micro Generator :ombo Cooktop Transfer C AH Hood Service Amps Have Usec pecial: omments i i —FRONT ELEVATION TG Rry-I¢...'Ve `5TH-4Sul llzol LEA<5-4,Z- 3OZ BY 'Cz?AF'DR V AY, 244 PAST Ts'"` � {°iTGH 7 tK-DS TirE EX"fcaZlC+R Y{LL LIPS - ! i {=ce`•. OF TFC EEJ:Lfaitwa.CiYPI L E REAR ©u 77 Doo 2Av '� '� P"Paley :T"u ST/d1C'z, V I 0 0 U(Z / TO(vl S H'aI'v ---------------------------- -- -—- ------------- ---z--------- I POST ON 2.4'x24'xi2° �° 1 t. I I iibf 1 pl-:EP,TfP. OPEN , ASOVE � (2 294 p,'S'"000 troe i,TYTI. bX6 P/'T P4000 GOL" y i ON 24 x24*xl2'VSBP.Typ 11-me TA � .59kiE1a® s•or, I 1 I rt i iv ----------------- a 6181 k i R ` (2)2X',O♦"wi'i'i a a K 'OR i' W2.UY C"M. bw x 41W oft DOOR TZ ; Y. X06 MA ov rpvO tZ -_- SHOWER HEAD EXISTING BLDG FAUCET FOOT TAP 4'X4' PLATFORM (MIN. 3'X3') 5/4 DECKING OVER 2X4 @16"OC COURSE STONE, MIN. 3/411 2' deep MAY 1 8 2023 OUTDOOR SHOWER �y, � SCALE: 1/2" = 1'-01' ?� � , " (I)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY UNES TO"STING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE IOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(5)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND$URYEYOR'S INKED SEAL OR EMBOSSED AL SHALL NOT DE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION SRTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)4 CESSPOOLS(CP)SHOWN HI REON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York I1a01 tel. 651.727.2505 fox. 651.727.0144 odm in@youngengineering.com 0 4�t Howard A. Young, Lond Surveyor \ Thomas 0. Aolpert, Professional Engineer Douglos E. Adams, Professional Engineer Robert G. Tost, Architect \ Robert 5tromski, Architect \ A , \ O SITE DATA 0111TI}4(-I-1q \� AREA = 27,901 SQ. FT. \ *SUBDIVISION-"NASSAU FARMS" FILED IN THE OFFICE OF THE S \ O \ CLERK OF SUFFOLK COUNTY ON MAR.28,1935 AS FILE NO.1179. LNG ROAD QGn STERL EOP CAF N85°46'00"E �QDN85°46'00"E WoR114.58I _ _ -- Aon 41.12 Iv( �•— CMF ; oN 2 WR, G1 F o LP 1-4 I N r $'^MS w T�J 1 N69°A� 2 9L Ns Tr � l �° W N tr o y p o tr?'_ SORy s1:m o 0 ✓ ,5 3 SURVEYOR'S CERTIFICATION q3 m 4qb WE HEREBY CERTIFY TO JOHN MANTIONE, STEPHANIE (� '� D'-! ' pN1 MANTIONE, INTEGRITY ALISTRACT CORPORATION FI[7?!,T AMERICAN TIT'-,E kJ�G::. RA'sI.CE CS�.sr-"IfL�NY ��10; 196 WOp° THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF o o °rGc� PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE N \ o ; 0o N ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. of St. I �� Gj °' � `1 I ``` � V� SLS � �>✓ OF D VV 3 Z N 01 A N W4M 189 o / HOWARD W.YOUNG, L.S.NO. 893 �4ND Svc CMF 0 O o��,. WP�R SURVEY FOR OV JOHN MANTIONE I r T N CMF w°F STEPHANIE MANTIONE CLF CMFOL 71.61' 585°4,10011W ` ,T o�1 ark�r Part of Piot 150, "Nassau Farms" t \ 5�b6011 10 at 100 at Cutchogue, Town of Southold \ Sufi Suffolk County, New York `° now or nan Ke\1y N rmer�y 5enn�y \ FOUNDATION LOCATION SURVEY r°w or ° Kelly a \ .�ynan � t LEGEND SeQh \ County Tax Map District 1000 Section 104 Block 04 Lot 13 �R �„• \ CH =CHIMNEY \ FIELD SURVEY COMPLETED JAN. 24,2022 a MAP PREPARED JAN.25,2022 CLF =CHAIN LINK FENCE CMF =CONCRETE MONUMENT FOUND Record of Revisions CM5 =CONCRETE MONUMENT SET CP =CONCRETE PAVEMENT4 L] 1i; iL REVISION DATE CSW =CONCRETE SIDEWALK �,a� � FOUNDATION LOCATION APR,20,2023 DI =DRAINAGE INLET 1 EOP =EDGE OF PAVEMENT APR 2 1 2023 $ m OL =ON PROPERTY LINE RO =ROOF OVER -- WIF = WIRE FENCE WDF =WOOD FENCE WMR =WATER METER m WSF =WOOD STAKE FOUND WSS = WOOD STAKE SET 40 0 20 40 80 120 �, =UTILITY POLE a • =END OF DIRECTION/DISTANCE Scale: 1” = 40' JOB NO. 2021-0312 DWG. 2021-0312_foundation 1 OF 1 REVISIONS: DATE DESC. 01/29/23 DOB REVIEW MEZZANINE ACCESS WOOD STAIRS AND HANDRAIL TO SLAB `t TO CODE (15R=8", 13T=11"9 3068 ENTRY DOOR i P/T 2x8 LED6ER BOARD SECURED TO HOUSE W/ 1/2" DIA. STHDI4 REQUIRE x 6" LONG GALV. LA6 SCREWS A MINIMUM OF rt » STAGGERED 0 16" O.G. ) I I" CE .: 5 CORNER ABOVE THDI4 r-- --------------------------------T------------------ ------------ --i WHENDMULTIPLE .. » WN HOLD DO 2X MEMBERS ARE .. SIMP50N USED AS SHOWN 4X4 P/T WOOD I :: .. I 3 I POST ON N I UP 151 I p I _ -- 4X4 POST WITHIN b DIA. TYPICAL FOUND CONSTRUCTION: V6X& P/T WOOD COLUMN ON j 24"X24"X12" I I I �___ -- SMOOTH TAPERED •• ONE #4 REBAR 8 POURED CONCRETE WALL KEYED # ( I DEEP TYP. m I I I I • ' IN HE GABLE FIBERGLASS COLUMN BY ' �� 24"x24"x12" DEEP YV,/ (4) 5 "' _ x .� - IN SHEAR GONE I lb"x&' TYPICAL SLAB: -Kv 1 _--_ SUPERIOR ALUMINUM ROUND • • 2XLE MIN. OR 24" TO IG, x8 DEEP POURED CONCRETE REBAR EACH WAY P.G. FTG I OR APPROVED EQUAL TYP. FOOTING REINFORCED YV/ (3) #5 4" P.0 SLAB �i j (rn'J - 6x6 10/10 M4.W.M t_ I - =3+�F"- REBARS CONT. IN FT6. (TO BE MIN. I —�-- 3'-0" BELOW &RADE) t.: I =�+ 4" COMPACTED POROUS 0 r --- I _�__= __ (2) VINYL COVERED OR . I __ ., i GRAVEL-FILL (q5% WELL i N I -_-_ I� OPEN _ I O PAINTED 2x8 HEADER WITH NEW (2)2x6 P.T. SILL PLATE ZTYPICAL GARAGE 5LAB: COMPACTED) `r I I I ABOVE OGEE TAILS AND 18" ON TERMITE SHIELD W/ SILL 4 P.0 SLAB I (MIN.3,500 PSI CONCRETE) 1 --11 OVERHANG. PROVIDE I MIN. REBAR •'° •'° S' INSULATION d 5/8" DIA. bxb l0/10 W W.M 1 _�--- -- SIMPSON H2 STRAP AT R.R. LENGTH Is 2XLE ANCHOR BOLTS YV/ 3"x3"x1/4" 4" COMPACTED POROUS 1 I _ BEARING PLATE ® MAX. 36C 1 _= CONNECTION GRAVEL I (2 2X4 P/T WOOD I 0.0 (TYPICAL 12" FROM ENDS -FILL (415% WELL I 1 POST, TYP. 6X6 P/T WOOD COLUMN � ;___ _ ° Q ° END DISTANCE 1 i =Kv O Ns �FROM OF EACH PLATE SECTION) �1"n'+��D) I i ON 24"x24"x12" DEEP, dJ 1 , 4 • ° (EXTEND BOLTS MIN. -V INTO (MIN.3,500 PSI CONCRETE) d; ( TYP. N �___ _= u1 A2 '.• `� CONCRETE) N _ VINYL COVERED OR I PAINTED P/T 2x2 W/ ---- CORNER HOLD DOWN p I 4"X4 " GALV. POST j _�___ __ DECORATIVE TIVE TAILS ® IG," '-� 1 I l u_ i_ n BASE MODEL # = I I A SCALE: I/4 -I O 0155044-SDS2 AND j = ___ - � Q I I GALV. POST GAP <x CG044-SDS25 ON 14 I w ` N I DIA P.G. PIER FOOTING 1 MIN. 3'-0" BELOW I r---------------� I �---------------� I HAUNCH SLAB ® D GRADE TO BEAR ON I DOORWAY (TYP) I I I I I I VINYL COVERED OR u� VIRGIN SOIL. (TYP) 6 I I I 6ARA6E I PAINTED P/T 2xb R.R W/ 06EE TAILS ® 16" O.G. I I I i I I OC -�j=== _= AND WITH AN 18" 2xa Contlnuous I OVERHANG, TYP. lateral brace at 6'o.c. Truss or Ce'ling Jolst DOOR OPENING DOOR OPENING :;:'• - I 1 I I x -a--= __ -_" 2-10d Mills Gctkle End Trus I I I N 1 1 III—Oil 3'_7�' 4-V 0-8d Ma!'s I I m (2)2X10 HDR I I (2)2X10 HDR I� _-4___ _- BRACE TYPICAL SLAB: _ 1 8'H x Q'W'O.H.DOOR TBS.BY OWNER � -J--- -- t' , I 4" P.0 SLAB I - _ 8'H x 9WV O.H.DOOR TB.S.BY OWNER WALL LINE 5d Cooler l9alls at lo"o.c. -- — ----------------------- —1_ ------------___________ _ ___ __J bxb 10/10 W.W.M p 3'-5» -1» 2'Sca"Block nz�'led to each brace With 4-10d nails 4" COMPACTED POROUS 6RAYEL-FILL O 2'-10" q'-0" I'-4" q'-O" 2'-10" 4'-0" I (415% WELL COMPACTED) I CxyTsst.sn Board(MIN.3,500 PSI CONCRETE) 25'-0" 5sl Cooler nails at T'o.c. 20 cage Strap I-0-8d k:alis 3 CORNER HOLD DOWN, Endwall studs LJ � TYP. a) U 25'-0" 4'-2" 4 ERACING DETAIL ( _co AI SCALE: N.T.S. '0 o �- J FOUNDATION PLAN 2 FLOOR PLAN } z AI G I/4"=1'-O" AI SGALE: I/4"=1'-O" - - � t� (n O O rn ALL VALLEYS,EAVES AND RAKES TO RELIEVE M.L. RIDGE .1..+ N U "STORM6UARD" LEAK BARRIER BY "GAF" OR APPROVED 2X4 G.T. AT Ib" O.G. EQUAL. AT ALL EVES 4 RAKES. EXTEND UNDERLAYMENT 24" WINDOWS d DOORS BY "ANDERSEN" G PrTRT��151DE THE EXTERIOR WALL LINE OF THE BUILDING. (200 AND 100 SERIES) W/ MIN. DP30 RATING OR EQUAL W/ TRIM T.M.E. (TYP) U VALUE =.2q 5HG=.32 TYPICAL ROOF CONSTRUCTION: ASPHALT ROOF SHINGLES (T.B.5 BY OWNER) 30# ROOFING FELT. 1/2" GDX . O G _ `7}� VENTED VINYL SOFFITS T.M.E. (TYP) 31,5"whore a handrail 15 fngtalicd on one side and 21' '+�--- PLYWD. SHEATHING. 2x ROOF RAFTERS where handralls arc prewldcd on both aldol. / I _ 2'-O"HT. ROOF SUPPORTING KNEE +Qj�" 6 0 12 Ix FASCIA d TRIM (TYP) WALL (STUDS 2X4 0 IG,"o.G), TYP. AT Z C PITCH 7 Handrail height•34"-38»from the /i I I N is- BOTH SIDE SEAMLESS ALUM. LDRS. # top of the nosing to the top oftheS;> I I Cl) GUTTERS (TYP,) C`•) C E IL PROVIDE MINIMUM P SPACE BETWEEN THE R-30 BATT rill / le I I J I °' t m 0, m CLO, M C U INSULATION THE ROOF SHEATHING INSULATION P/T 2x8 LEDGER BOARD OpeNngs shall not allow /�I I J j ! J rn a) FLASHING WALL AND ROOF INTERSECTIONS GARAGE 4 Inches or nw�e in I I I 1 I I �- iJd 2 SECURED TO HOUSE W/ 1/2" DIA. / CO ° = x b" LONG GALV. LA6 SCREWS ® ( a � m II z -M - IG, O.G. STAGGERED (ABOVE) diameter I � - � 6 1 PAINTED o = � � T/O MEZZANINE FL. � i 1 1 Riscr�`11 n```�"-• rn o T/O PLATE 2XI2 G.J. 0 16" O.G. VINYL COVERED OR W/ DECORATI�P� 7 1 fiendralls AA treaJig r»uat,be equal i I I I I U Ype In depth and cannot be kss � 0 co 36 HI6H RAILING d then 10.118 In depth or E �= �� ® I b" O.G., TYP. �� � � TYPICAL EXTERIOR WALL CONST: 3/4" PLYWD. SUBFLOOR tiandralls with a p i I I I a) M •ia N GLUED AND NAILED (TYPJ GUARDRAIL W/SPINDLES if the riser IS open N m w VINYL CLAPBOARD SIDING T.M.E. ® 4" MAX. SPACE _ clrcularcross section 1 1 c "TYVEK" HOUSE WRAP R-5 RIGID PROVIDE BLOCKING AT BETWEEN (TO BE VINYL COVERED OR PAINTED 1-1/40Minimum Nosings required on treads o INSULATION 1/2" COX PLYWD. MID-SPAN (TYP) a SELECTED BY OWNER) P/T 2xb R.R W/ OGEE TAILS a dlamater-2 less than tY In depth I + I 5tringcr SHEATHING. 2x6 STUDS ® 16" O.G. IG," O.G. AND WITH AN 18" Maximum dlanleter YV/ R-141 KRAFT FACED BATT INSUL. ca _ = OVERHANG,, TYP. GARAGE = 2.1/4'Maximum tr - tt (2) VINYL COVERED OR Non c(rcula►Handrail it Q risers arc rmltted, MEZZANINE ACCESS WOOD �, ' c0 PAINTED 2x8 HEADER WITH All risers must be equal r Perimeter 4"MIn, In height and cannot provided that the opening N STAIRS AND HANDRAIL TO � OGEE TAILS AND 18" . Rlsor between treads docs not SLAB TO CODE (15R=8", OVERHANG. PROVIDE 6114 Max excaod LI 1/4'in height permit the pa55agc of a 13T=11") (TYPJ SIMPSON H2 STRAP AT R.R. (For Type 2-see NYS 3152) permit the n 255 DAMPROOFIN6 TO GRADE CONNECTION sphere. GRADE - 4X4 P05T WITHIN b" DIA. tJ1 SMOOTH TAPERED » _ FIBERGLASS COLUMN BY O SUPERIOR ALUMINUM ROUND OR T'PIGAL FOUND. CONSTRUCTION: :^ . `• F 8" POURED CONCRETE WALL '� �'� ;'r m APPROVED EQUAL, TYP. ® 5 KEYED TO I6"x8" DEEP 6X6 P/T WOOD POURED CONCRETE FOOTING NEW (2)2x6 P.T. SILL COLUMN ON PLATE ON TERMITE REINFORCED W/(3) #5 SHIELD W/ SILL 24"x24"x12" DEEP W/ 4"X4 " GALV. POST BASE ,�� ;,• y 4 ,�•rz""" REBARS CONT. IN FTG. (TO BE INSULATION d 5/8" DIA. (4)#5 REBAR EACH MODEL # OBS044-SD52 AND MIN. 5'-0" BEL WAY P.G. FTG (TYP) GALV. P05T GAP ANCHOR BOLTS W/ GGQ44-5D525 ON 14" DIA � lilt 3"x3"xl/4" BEARING PLATE TYPICAL GARAGE SLAB: P.G. PIER FOOTING MIN. 3'-0" t t ® MAX. 36" O.G (TYPICAL 4" P.0 SLAB BELOW GRADE TO BEAR ON p.�•, 12" FROM ENDS OF EACH 6x6 10/10 W.W.M VIRGIN SOIL. (TYP) PLATE SECTION) (EXTEND 4" COMPACTED POROUS GRAVEL s REAR ELE1/ATION 15oLT5 MIN. 'i" INTO -FILL (a5% WELL COMPACTED) 6 STEPS DETAIL �°•`=•-CONCRETE) (MIN.3,500 PSI CONCRETE) (IL01) SCALE: I/4"=1'-O" AI SCALE: N.T.S. NOTE: FLASHING SHALL BE INSTALLED AT WALL AND NOTES RESIDENTIAL CODE OF NYS PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER NOTE: NOTE: 1/2" GYPSUM BD. (TAPED ROOF INTERSECTIONS; WHERE EVER THERE 15 A ALL EXTERIOR WALLS ARE DESIGNED A SPAGKLED-3 GOATS GRANGE IN ROOF SLOPE OR DIRECTION; AND "TYPE II" PERFORATED SHEARWALLS. 3.1.1 SMOKE AI ARMS THEN THOSE REQUIRED FOR OVERGURRENT PROTECTION. NEW WOOD STAIR d RAILING. TO BE SYMBOL LEGEND L`IOSE: NOTE; OWNER RESPONSIBLE FOR ORDERING 5010 EXT6. WALLS TO BE REMOVE '� EXISTING BUILDINGS UNDERGOING REPAIR, ALTERATION, SMOKE ALARMS SHALL B` PERMITTED TO BE BATTERY SELECTED BY OWNER (MAX. RISER TEST TO CHECK FOR BEARING CAPACITY O S SINGLE d MULTIPLE STATIONO KRAFT PAGED FIBERGLASS INSULATION DRAWN: CC MIND ON ALL WALLS AROUND ALL ROOF OPENINGS. FLASHING SHALL SHEATHING TO BE MIN. I/2" WOOD GHAN6E OF OCCUPANCY, ADDITION OR RELOCATION SHALL POi1ER OPERATED kNHEN INSTALLED IN BUILDINGS WITHOUT HGT 8-I/4" z� MIN. TREAD DEPTH 501E AND WATER TABLE LEVEL. SMOKE ALARMS EXT&. WALLS TO REMAIN IN ALL CATHEDRAL CEILINGS. SCALE: AS NOTED CEILINGS. (TYP) CORROSION RESISTANT (MINIMUM 26 GAUGE) STRUCTURAL PANELS ON EXTERIOR BE PROVIDED WITH SMOKE ALARMS A5 REQUIRED BY COMMERCIAL POl^Lr:R OR AN ON-SITE ELECTRICAL POWER SHALL BE q") MIN. HEAD ROOM b'-8". G� GAR130N MONOXIDE *)Z-30 KRAFT PAGED FIBERGLASS INSULATION JOB: 2 a000s I ALL EXPOSED FASCIAS 4 TRIM TO BE GAPPED ATTACHED W/ SD COMMON NAILS 0 6" APPENDIX J SYSTEM OR IN BUILDINGS THAT UNDERGOING REPAIR, HANDRAIL ON AT LEAST ONE SIDE OF CONTRACTOR TD RE-GRADE EXISTING DETECTOR SMOKE DETECTOR NEW CONSTRUCTION IN ALL FLAT CEILINGS. 1/2" M015TUPE RESISTANT BY ALUM. O.G. AT PANEL EDGES AND 12" O.G. IN 8313.1.2 POIh�'R SOURCE ALTERATION, CHANGE OF OCCUPANCY, ADDITION,OR STAIRWAY. HANDRAIL HGHT NOT TO EARTH. PITCH AWAY FROM THE: HOUSE. ° 100 GFM FAN '�Rte- 1 KRAFT FACED FIBERGLASS INSULATION IN ALL j 01129123 GYPSUM BD. (TAPED d ALL VALLEYS, CHIMNIMYS, SKYLIGHTS, EAVES AND FIELD. EXTERIOR SHEATHING SHALL BE IN NEW CONSTRUCTION, TH:: REQUIRED SMOKE ALARMS SHALL RELOCTION IN ACCORDANCE WITH APPENDIX J. BE LE55 THAN 34" NOT MORE THAN MAINTAIN MIN. b" CLEAR FROM BOTTOM OF BEARING WALL E FLOORS OVER UNCONDITIONED SPACE SHEET NO. SPAGKLED-3 GOATS MIN.) S TO RELIEVE "STORMGUARD" LEAK CONTINUOUS FROM BOTTOM PLATE TO RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING R313.4.2 EXISTING BUILDINe5S 36" ABOVE STAIR TREAD NOSING. NEW SIDING TO GRADE. POST TERMINATION '^'?— q KRAFT PAGED FIBERGLASS INSULATION IN ALL BARRIER BY "GAF" Or: APPROVED EQUAL. AT THI= UPPER TOP PLATE, WITH ALL PANEL WHEN 5UGH WIRIN6 15 SM? VED FROM A COMMERCIAL SOUrzE,CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN X NEW RC FNP. WALL _ � EXTERIOR WALL5. BEHIND ALL TUBS, HANDRAIL SHALL HAVE A PERIMETER SHOIArzRS, 51NKS d W.G IN ALL EV-5 8 RAKES. EXTEND UND-rZLAYMENT 24" EDGES OVER FRAMING. OR AN ON-51TE ELECTRICAL POYV_R SYSTEM AND WHEN EXISTING BUILDINGS UNDERGOING REPAIR, ALTERATION, HOLD DOWN SEE 8/A-2 I RIGID INSULATION IN ALL EXTERIOR WALLS. DIMENSION OF AT LEAST 4" 4 NOT CONTRACTOR TO VERIFY EXISTING FIRST G5-W5P BATHROOMS. (TYP) PAST THE INSIDE THE EXTERIOR WALL LINE OF HOEDOWNS ARE REQUIRED AT EACH END PRIMARY POWER 15 INTERRUPTED, SHALL RECEIVE POWwR CHANGE OF OCCUPANCY,ADDITION,OR RELOGTION IN T.G. TEMPERED GLASS I INC. GREATER THAN 6-i/4" W/ A MAX FLOOR WINDOW HEADER SIZES. MIN. SIZE TO (Continuously sheathed wood structural panel +�TO BE PROVIDE IN CEILINC75 EXPOSED TO UNHEATED SPACES. - OF PERFOI''LATED SHEAR WALL. FROM THE BATTERY. WIRING SHALL BE ACCORDANCE WITH APPENDIX J. GROSS SECTION OF 2-1/4". BE (2)2x6 U.N.D. FASTENERS b" EDGE 12" FIELD INSULATION BY "01^EN9 CORNING" OR APPRO D EOIJAL Al -- -- REVISIONS: DATE DESC. 01/29/23 DOB REVIEW ALL VALLEYSEAVES AND RAKES TO RECIEVE "STORMGUARD" LEAK BARRIER BY "6AF" OR APPROVED EQUAL. AT ALL EVES d RAKES. EXTEND UNDERLAYMENT 24" PAST THE IN51VE THE CONT. RIDGE VENT CONT. RIDGE VENT C.L. EXTERIOR WALL LINE OF THE BUILDIN6. (TYP) T/O RIDGE WINDOWS # DOOR5 BY "ANDERSEN" I , Ii � '� W/ MIN. DP30 RATING OR EQUAL W/ TRIM -------- --------- ------ -------- --- --- ----- - ---, ----- T.M.E. (TYP) U VALUE =.241 SH6=.32 - - -- - 12 ~ TYPICAL ROOF ASPHALT ROOF - PITCH I (TYP) lu (TYP) VENTED VINYL SOFFITS T.M.E. (TYP) ------- — — -- --- ---- I � I IK - I Ix FASCIA 4 TRIM (TYP) 1000 26 1006S2626 SEAMLESS ALUM. LDRS. 3 �- GUTTERS (TYP) -- - -- -_ -- - ___ I GUTTERS - - - _O. T/O MEZZANINE FL. -- i I I I T/O PLATE - - TRELLISES A55EMBLY,SEE PLANS FOR MORE NFO. 8'H x CITT O.H.DOOR - - -- --T.B.S.BY OWNER VINYL SIDING (TYP) -- - - - ------ ---- -- ---- - - - VINYL CORNER -- 244DH3036 — -- - 244DH3036 c ' BOARD (TYP)LL it GRADE I FRONT ELEVATION 2 SIDE ELEVATION A2 50ALE: I/41=1'-O" A2 50ALE: I/4"=1'-O" C,L, CONT. RIDGE PENT CONT. RIDGE VENT T/O RIDGE ALL VALLEYS,EAVES AND RAKES TO RELIEVE "STORM61JARD" LEAK BARRIER BY "6AF" OR --- -- ---- ------ ----- - ---------- --------- -- ------ - ---- - ----- APPROVED EQUAL. AT ALL ev, ES - b RAKES. EXTEND UNDERLAYMENT 24" PAST THE: -- i _- PITCH "i VENTED VINYL INSIDE THE EXTERIOR WALL LINE -- ---- --- _ � SOFFITS T.M.E. (TYP) OF THE BUILDING. (TYP) -- - - --- -- -- --- - ----- --- --- -- ----- --- --- - -- ------- - - -- O a- Ix FASCIA d TRIMLo (TYP) U - -- --- -- -- - - -- _ -- -- -- -- -- ;- SEAMLESS ALUM. LDRS. 4 -00) -- ,�i __-- IOOG 626 1006 626 -- -- - GUTTERS (TYPJ - m �- -- z 4 -- - - -- - - - - ------ - '-OSII zmk T/O MEZZANINE FL. - -- -- - T/O PLATE im -- - - - - - - -- --- - --- -- �- U - - - -- -- - - --- VINYL SIDING (TYP) - -- - -- - --- -- - -- -- -- - -- - ---- -- - ----- -- -- - -- --- - - -- ----- ----- - --- -- - VINYL CORNER - - - BOARD (TYP) � I GRADE T ccei 4 c E 0) ~ N U O Lo rC U m M co C s 6 ELEVATION o Z L p V REAR ELEVATION SIDE EL 0 � m E A2 50ALE: I/4"=1'-O" 50ALE: I/4"_I�-o,, � o A2 - Cu L) M E Lo = N 0) M T co Em N N ' C Ll.l O t ir At it a 0 / µ 1 ujt 1 t f L�r0 � 1� $ a !:r NOTE: PLASHING SHALL BE INSTALLED AT WALL AND N� IDENTIALSODE OF NYS PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER; N01 L: NOTE: SYMBOL_LEGEND NOTE: NOTE: 1/2" GYPSUM BD. (TAPED ROOF INTERSECTIONS; WHERE EVER THrRE IS A ALL EXTERIOR WALLS ARE DESIGNED A R313.1.1 SMOKE'. ALARMS THEN THOSE REQUIRED FOR OVERGURRENT PROTECTION. NE WOOD STAIR � RAILING. TO BE OWNER RESPONSIBLE FOR ORDERING SOIL EXTG. WALLS TO BE REMOVM "�R-!50 KRAFT FACED FIBERGLASS INSULATION i DRAWN: CC • CHANGE IN ROOF SLOPE OR DIRECTIONAND "TYPE 11" PERFORATED SHEARWALLS. EXI5TING BUILDINGS UNDERGOING REPAIR, ALTERATION, SMOKE ALARMS SHALL BE PERMITTED TO BE BATTERY SELECTED BY OWNER (MAX. RISER TEST TO CHECK FOR BEARING CAPACITY O � SINGLE E MULTIPLE STATION SCALE: AS NOTED � SPAGKLED-3 GOATS � IN ALL CATHEDRAL CEILINGS. AROUND ALL ROOF OPENINGS. FLASHING SHALL SHEATHING TO BE MIN. I/2" WOOD CHANGE OF OCCUPANCY, ADDITION OR RELOCATION SHALL P01�=R OPERATED Wt�EN INSTALLED IN BUILDINGS WITHOUT HGT 8-I/4" MIN, TREAD DEPTH SOIL AND WATER TABLE LEVEL. SMOKE ALARMS EXTG. WALLS TO REMAIN MIN) ON ALL WALLS CARBON MONOXIDE R-50 KRAFT FACED FIBERGLASS INSULATION JOB: 20-0008 CEILINGS. (TYP) BE CORROSION RESISTANT (MINIMUM 26 C-�AUGE) STRUCTURAL PANELS ON EXTERIOR � BE PROVIDED WITH SMOKE ALARMS AS REQUIRED BY COMM=RGIAL POWER OR AN ON-SITE ELECTRICAL POWER SHALL BE: 4 ) MIN. HEAD ROOM 6-8 . DETECTOR SMOKE DETECTOR NEY1 CONSTRUCTION IN ALL FLAT CEILINGS. ALL EXPOSED FASCIAS $ TRIM TO BE GAPPED ATTACHED W/ 80 COMMON NAILS ® b APPENDIX J SYSTEM OR IN MILDINGS THAT UNDERGOING REPAIR, HANDRAIL ON AT LEAST ONE SIDE OF CONTRACTOR TO RE-GRADE EXISTING *921 KRAFT FACED FIBER&LASS INSULATION IN ALL 01129/23 1/2" MOISTURE RESISTANT BY ALUM. O.G. AT PANEL EDGES AND 12" O.G. IN 8313.1.2 POWER SOURCE ALTERATION, CHANGE OF OCCUPANCY,ADDITION,OR STAIRWAY. HANDRAIL HGHT NOT TO EARTH. PITCH AWAY FROM THE HOUSE, 0 100 CFM FAN SHEET NO. RELOGTION IN ACCORDANCE WITH APPENDIX J. BE LESS THAN 54" 8 NOT MORE THAN MAINTAIN MIN. b" CLEAR FROM BOTTOM OF ! BEARING WALL FLOORS CED UNCONDITIONED ID SPACE GYPSUM BD. (TAPED d ALL VALLEYS, CHIMNEYS, SKYLIGHTS, EAVES AND FIELD. EXTERIOR SHEATHING SHALL BE IN NEW CONSTRUCTION, THE REGtUIRED SMOKE ALARMS SHALL r � � -T,— ��a KRAFT FACED FIBERGLASS INSULATION IN ALL SPAGKLED-5 GOATS MIN.) RAKES TO REGII=VE "STORMGUARD" LEAK CONTINUOUS FROM BOTTOM PLATE TO RECEIVE`. THEIR PRIMARY POWER FROM THE BUILDING WIRING 8518.4.2 EXISTING BUILDINGS 56 ABOVE STAIR TREAD NOSING. NEW SIDING TO C-RADE. X POST TERMINATION NEW P.G FND. WALL EXTE^IOR WALLS. BEHIND ALL TUBS, BARRIEP, BY "GAF" OR APPROVED EQUAL. AT THE: UPPER TOP PLATE, WITH ALL PANEL WHEN SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE,CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN HANDRAIL SHALL HAVE: A PERIMETER 0 HOLD DOWN SEE 8/A-2RIGID INSULATION IN ALL EXTERIOR WALLS. ALL EVE-5 d RAKES. EXTEND UNDEP�:LAYMENT 24" EDGES OVER FRAMING. OR AN ON-51TE ELECTRICAL POWER SYSTEM AND WHEN EXISTING BUILDINGS UNDERGOING REPAIR, ALTERATION, DIMENSION CF AT LEAST 4" 8 NOT GONTTZACTOR TO VERIFY EXISTING FIRST CS-WSP SHOW�RS, SINKS d W.G IN PAST THE INSIDE THE EXTERIOR WALL LINE OF HOLDOWNS ARE REQUIRED AT EACH END PRIMARY POWER IS INTERRUPTED,SHALL RECEIVE POWER CHANGE OF OCCUPANCY, ADDITION, OR RELOGTION IN GREATER THAN 6-1/4" W/ A MAX FLOOR WINDOW HEADER SIZES. MIN. SIZE TO T.G. TEMPERED GLASS (Gonttnuously sheathed wood structural panel TO BE PROVIDE IN CEILINGS EXPOSED TO UNHEATED SPACES. BATHROOMS. (TYP) THE BUILDING. OF PERFORATED SHEAR WALL. FROM THE'. BATTERY. WIRING SHALL BE ACCORDANCE WITH APPENDIX J. GROSS SECTION OF 2-I/4". BE: (2)2x6 U.N.O. FASTENERS 6 EDGE 12 FIELD INSULATION BY "OWENS CORNING" OR APPROVED EQUAL REVISIONS: DATE DESC. /1 08/26/22 DOB REVIEW ® e DRAWING INDEX GORE INFORMATION KnTmum Uniformly Distributed Lh/e Loads i Table 8301.5 rjo2020 Residential Code of New York State (publication date: November 2011) II � 2020 Building Code of New York State (publication date: November 201q) USE LIVE LOAD DEAD LOAD 2020 Plumbing Code of New York State (publication date: November 2011) A:.:3 E EVATION5 ANP SECTION 4 r w±zAe� I S n f�Pe,TION 2020 Mechanical Code of New York State (publication date: November 2011) Exterior Balconies 40 psf 10 psf Roel ' RNOTES2020 Fuel Gas Cods of New York State (publication date: November 2011) 2011)i o ri C'; 0 A-7 Decks 40 sf 10 psf ANTI ONE 7fNF7PA y 2020 Fire Code of New York State (publication dote: November 2011) P - � P;;Z $ � ,APRINr-. ��+�°I�!�I...� � I� �' 2020 Property Maintenance Code of New York State (publication date: November 2011) Passenger Vehicle Garages 50 psf as per plan A5 IR ! �9 r 2020 Existing Bullding Code of New York State (publication date: November 201q r= AIi � 2020 Energy Conservation Construction Code of New York State (publication date: November 2011) ATTICS wlthout Storage 10 psf 10 psf 2016 edition of the Energy Standard for Buildings Except Low-Rise Residential Buildings ("ASH�'.AE 10.1-2016") ,tea I IA Road ICG AIIR.I-2001 Accessible And Useable Bulld'nas And Facilities With The NYS Newl Adopted Accessibilit SI n ATTICS with Storage 20 psf 10 psf r r TABLE RWI-%) ROOMS other than sleeping rooms 40 psf 10 psf CLIMATIC AND 6E06RAPHIG DE516N GRITFRIA Sleeping Rooms 30 psf 10 psf ® NY I I WIND DESIGN SUBJ�GT TO DAMAGE FROM Stairs 40 psf 10 psf WIND GE SHIELD LIMIT OF CLIMATE GROUND SPECIAL SEISMIC WINTERMODERATE AIR MEAN Guardrails and Hondrolls 200 paf 10 psf TOFOGRAPHIGAL BORNE UNDERLAY- FLOOD I I I ZONE SNOW SPEED (MPH) EF7"EGT5 WIND DEBRIS DESIGN FROST LINE DESIGN MENT HAZARDS NA`� -REEZIN ANNUAL ROOFS LOAD REGION :ATEOOR WEATHERING DEPTH TERMITE TEMP, ACTION INDEX TEMP' ZONE REQ>JIFZED flat or rise less than 4 Inches 4A 20 sF 140 NO NO NO r—aSEVERE 3 FEET MODckAT1= per foot (I:3) 16 Psf pTO HEAVY H YES NA NA 618 52.1 DEG Rise 4 Inches per ft. less than 12 12 psf 10 psf Inches per ft. 5TERLIN6 ROAD 8Sj"*10wN .G - - --- - -- _ ----- _-- - ----------------- ---------------- ----------- --- - -- - - - -- -- -- - 11E I _ — PROPOSED PORCH —=a I ('14,4 5.F.) - _ I / PROPOSED HOUSE ADDITION (43 5.F) i ------------- II I FRONT ELEVATION I A-O I SCALE: 1/4"=I'-O" �V Loi CU 38.'3i I EX. DECK TO j 1�STO 'iY •. REMAIN I I i0)Z Fk4ME 11.9' - - - I i 4- >� r ' o r, NE:YN Di�Yl�lE:LL L7��.I NSGE: C o I CAL GO ULATI N � rn 0 4.6 I • -E•-r CV 4.2 17'-5" G� - I 25.0AP�A ��I�� DR?�I N�.GE: CAL. W?�TE:R i ALL TOT?�L Ii STORY i rd IPPR � I N GARAGE ROOF 62 25 +/- 625 50.FT. X 0.16'1' X 1 104.5 CU.FT. VED �S NO t� N Q 6A E i I SQ.FT. (0.1611) (10090) DATE: O�� i ry i i i FEE:__ < %tsY: N a . I i I TOTAL: 104.5 GU.FT. NOTIF BUIL ; ,�: , is C, MENT AT ELECT�l:CAE765-1802 BA,4 r"0�i THEFOLLOWING I4,lo"PECTION o REQUIRE } I PROPOSED TRELLISES L J f11 8' DRYMLL = 42.26 CUPT./ LN.FT. THEREFORE USE DRYWELL 1. FOUNDATION - 7 .r � rn M � M c E i ® _ - (1) 8' DIA. X 3' DEEP Fr ` ",`i'� D x °� v i (105 S.F.) 104.5 CU.FT./42.26GU.FT. = 2.5 LN.FT FOR POUF _,-+ C;" '. , ._ A axs AVAILABLE STORAGE 126.8 CUFT. � E 0 M = ROUuN - FP,= ^;,�G & PCU".:r3iNG D� °' m o 1? I p U Q i PROPOSED DETACHED , ATCOf���' I-,,n; MUST -a Z "CU- �j GARAGE (625 5.F.) 4. F AL BE COMPLETE rvr, C.IC. C5 ai o'no m � DO NOT PROCEED WITH � 0 N I i ALL CONSTP,UCTION SHALL MEET THE � °' s °- N REQUIREMENTS FRr�f:l{�G UNTIL SURVEY m M o REQUIRED: t OF THECODES OF NEW OF FOUNDATION LOCATION E YORK STATE. NOT RESPONSIBLE FCR Lo v _ Z ry PROPOSED (1) 8' DIA. x 3' i ;� DESIGN OR CONSTRUCTION ERRORS. HAS BL=�+'a APPROVED. v CO ' DEEP DRYWELL I N w i a EX. GARAGE (632 S.F.) COMPLY WITH ALL CODES OF All exterior lighting TO BE DEMOLISHED NEW YORK STATE F, TOWN I CODES' Installed,replaced or ' r �, r- AS REQUIRED ANID CONIDI T ION.iSOP repaired shall conform cn to Chapter er 172 i ---- c�„� �i✓_� _, G DJ=;PD Of the Town Code +I'a V7 I s 4460 OCCUPANCY OR 7i, �- NOW OR ImM MALLY 61 ---- _ SEM TYNON KEU.Y 041160-11 - USE IS 'UNLAWFUL WITHOUT CERTIFICATi- x OF OCCUPANCY NOMI OR FORAAL.Y 51001VISION-”ELSIE L. PORKIN' ` SEMI TYNON KELLY SUI" . W. FILE NO. 100401 RETAIN STORM WATER RUNOFF � -= PURSUANT TO CHAPTER 236 OF THE TOWN CODE. DRAWN: CC 1E _ ;-t:h; "�.! JOB: 20-0008 06110122 AUG 3 1909 j f o• SHEET NO. 51 TE PLAN BUILDING° DEr �-o 5GALE 1"=10'-O" `fC' °� �`. 10'-2" 3'-4" 10'-2" ALL VALLEY59AVES AND RAKES TO RELIEVE "STORM&UARD" REVISIONS: LEAK BARRIER BY "GAF" OR APPROVED EQUAL. AT ALL EVES 4 DATE DESC. RAKES. EXTEND UNDERLAYMENT 24" PAST THE INSIDE THE 08/26/22 DOB REVIEW _ EXTERIOR WALL LINE OF THE BUILDING. (TYP) , • O r ' ` ! WINDOWS 4 DOORS BY "ANDERSEN" W/ MIN. OP50 RATING OR EQUAL W/ TRIM - T.M.E. (TYP) U VALUE =.241 SH6=.32 ' CONT. RIDGE VENT CONT. RIDGE VENT I .� .':; T/O RIDGE TYPICAL ROOF ASPHALT ROOF - SHIN&LES (TYP) - - ------ - ----- ------ - ----- -- -- - - --- --- ---- - - PITCH 7 VENTED VINYL SOFFITS T.M.E. (TYP) TYPICAL FOUND, CONSTRUCTION: V6X6 P/T WOOD COLUMN ON a .• A4 --- --.---- ----_--- --_----- 8 POURED CONCRETE WALL KEYED 24 x24 x12 DEEP W/ (4)#5 -- - ro - '•' TO I6"x8" DEEP POURED CONCRETE REBAR EACH WAY P.G. FTG TYPICAL SLAB: Ix FASCIA TRIM (TYP) 1-. - STHD14 REQUIRE 4" P.0 SLAB _-_- - A MINIMUM OF FOOTING REINFORCED W/ (3) #5 (TYPJ 6x6 10/10 W.W.M = SEAMLESS ALUM. LORS. d 1 �" END DISTANCE STHDI4 CORNER REBARS CONT. IN FT6. (TO BE MIN. = e -- WHEN MULTIPLE HOLD DOWN BY I �/� �'•! -�+ 4 COMPACTED POROUS -- --- - -- -- -- GUTTERS (TYP) p •• : 3'-V" BELOW GRADE) _ - -- - - -- -- O - - 2X MEMBERS ARE GRAVEL-FILL (q5� WELL IOOG 626 IOOG 26 _ __ IK •• SIMP50N • - - USED AS SHOHN NEW (2)2x6 P.T. SILL PLATE ZTYPICAL GARAGE SLAB: :. COMPACTED) -- - _ - - - - -- _- T/O MEZZANINE FL. _ .. 4" P.0 SLAB (MIN.3,500 PSI CONCRETE) -- -- -- -- - - - -- - -- --- -- O ON TERMITE SHIELD W/ SILL I --- - -- - - - T/O PLATE - INSULATION b 5/8" DIA. bxb 10/10 W.W.M __ - -- -- - - -- --- - - _. ANCHOR BOLTS W/ 3"x3"xl/4" 4" COMPACTED POROUS - -- _-_ - --f -- _ - --- - ONE #4 REBAR _- __ -_ - ___ -- __ TRELLISES _-- _-- _ __ ASSEMBLY, SEE • • OR PT GABLE i� BEARING PLATE ® MAX. 36" &RAVEL O IN SHEAR GONE CV " " - - -- - PLANS FOR MORE •• 2XLE MIN. OR 24" 0.0 (TYPICAL 12" -FILL (q5% WELL X4 &ALV. POST 4FROM ENDS :• I - -- - - - . -_- ---- �_- --- -_---= INFO. I COMPACTED) BASE MODEL # ---- OF EACH PLATE SECTION) -- _- dJ GBSQ44-SD52 AND - VH x 0T O.H.DOOR ; (EXTEND !BOLTS MIN. "i" INTO (MIN.3,500 P51 CONCRETE) 1 - - - - - - - - GALV. POST GAP CONCRETE) N v CC -044ON 14" ` - - - TB.S.BY OY'QIER 1 = - - =2440H50M - --- - .° DIA P.G. PIER FOOTING = VINYL SIDING (TYP) - - - OC <. MIN. 3'-0" BELOW - - - ... 1 - --- -- - - - e ° O GRADE TO BEAR ON - ►� • - - � - VINYL CORNER 244DH3036 - -- __ -- =_ -- LE:N6TH Is 2xL a •0 p VIRGIN SOIL. (TYP) - - -- -- -- - BOARD (TYP) -- - - - --- --- - - - - -- o SAE ° e O MIN. e ~O I - - - -- - -- - - -- - --_ ° END DISTANCE . FROM _ __ __ �Ll - - -- - -- -- " MIN _. _ _ -_ - _� °° GORNE LJ \ - - HAUNCH SLAB ® I - � 1 DOORWAY (TYP) Q ul 3 4 ►�+ FRONT ELEVATION SIDE ELEVATION 8 CORNER HOLD DOVIN A4 4"=1'-O" A4 11_ :_ :1 ,_ : SCALE: 1/ SCALE: I/4 -1 o A4 SG,4LE. I/4 -1 -0 � ,( 7. DOOR OPENIN6 DOOR OPENING O 4'_2" ALL VALLEYSEAVES AND RAKES GOVT. RIDGE VENT CONT. RIDGE VENT �-- - TO RELIEVE STORM6UARD VEN RIDGE 25'-O" LEAK BARRIER BY "6AF" OR VENTED VINYL APPROVED EQUAL. AT ALL EVES 12 SOFFITS T.M.E. (TYP) d RAKES. EXTEND - -- UNDERLAYMENT 24" PAST THE - --- - PITCH 'I -- -- - ---------- ---- — - ---- ---- -- --- -- INSIDE THE EXTERIOR WALL LINE 2 Ix FASCIA d TRIM (TYP) C ID OF THE BUILDING. TYP - - FOUNDATION P -- -- -- p.l SO SEAMLESS ALUM. LDRS. ::_ : :, -_ --- __ -- -- &UTTERS (TYP) - - A4 SG�LE: I/4 -I -�D - - OX 626 IOOG 26 O -- - -- --- --- --- --- -- -- _- _ _ MEZZANINE ACCESS WOOD T/O MEZZANINE FL. -- - - _ _ - - - - --- -- -- -- W W STAIRS AND HANDRAIL TO SLAB - - - - - -- - - Q T/O PLATE TO CODE (15R=8", 13T=11") _- v J - - - - -- -- - -V•� 25'-O" k- - - - -- - -- _--- -- _--- - --- _O S d DOORS BY "ANDERSEN" MIN. RATNG OR EQUAL 3068 ENTRY DOOR b BRACE i --- -- --- - __- - --- --- _- -- -- --- - -- WALL REQUIRED 6BRACE WALL PROVIDED m -- -- -- - - -- - -- -- -- TRIM T.M.E. (NPI U VALUE =.2q -- --- -- - - -- -- --- - P/T 2x8 LEDGER BOARD - ---- --- - - -- -- -- - - -- -- _ - - - - - - - - 5 SECURED TO HOUSE W/ 1/2 DIA. - - - -- --- -- - = SHG=.32 - - -- - - - - _ - -- -- ---- x 6 LONG &ALV. LAG SCREWS ------ ---- -------- - - --- ----- -- ----- - - : __; VINYL SIDING (TYP) - ---- -- - - - --- -- - 3'-O° A4 3'-0�� ® I6" O.G. STAGGERED (ABOVE) --- - -- ---- - - -- - - --- --- --- --- -- --- ---- - - - -- -- V LO r-- ------- ------------------------T------------------ ----- ------ --i - - - - - -- --- -- -- - -- - --- - --- -- - - -- BRACE _ --- -- ------ --- -- - - - BOARD ( ) - --- - - -- - -- -- -- -- -- ---:- - - -- = BRACE - -- � VINYL CORNER _ _ E ' � WALL LINE TYP 244DH3036T- WALL LIN 1 1 _ _ _ - -- ------- - - r- -- --- - - - Q 4X4 P/T WOOD = y\ i I I I i I O � �_= 4X4 P05T WITHIN b" DIA. - - - - --- -- - - - - - -- -- - - _ -- -_ m�l ST ON N UP I51� I --- -- - ---- -- ------- - --- -- ----- - -- - - -_ __ -- -- - - - --- - ry VI 244'"x24"x12" m I / FIBER6LA 5 COLUMN BY -- - - - -- - -- -- - - - - GRADE -- ---- -- --- - - - -- - - -- - --- -- -- L.L.. N 1 DEEP, TYP. I I I ye:,___ __ SUPERIOR ALUMINUM ROUND 1-- T OR APPROVED EQUAL, TYP. L — u— i_li ® 5 U) 0 3+ b 6 51-1011 s REAR ELEVATION �C, SIDE ELEVATION o C (2) VINYL COVERED OR 0 1 = 2x4 Contlnlsous +-+ N V 1 I� OPEN 1 =� OPAINTED 2x8 HEADER WITH A4 SCALE: I/4"=1'-O" A4 SCALE: im,*'-O" lateral brace at s'o.c. � �' I 1 - " Truss or Celli I ABO � --1--"_ OGEE TAILS AND 18 , joist Cb.*ahle End Trus C �p I I `9-= OVERHANG. PROVIDE M 1 F- _�--- SIMPSON H2 STRAP AT R.R. WINDOWS d DOORS BY "ANDERSEN" 2-1Q?M,zils CONNECTION ALL VALLEYS,EAVES AND RAKES TO REGIEVE B (200 AND 100 SERIES) W/ MIN. DP30 ' STORM6UARD LEAK BARRIER BY GAF" OR 1 (2 2X4 P/T WOOD I Q O �______ _ - RATING OR EQUAL K/ TRIM T.M.E.�( 32 Q 1 POST, TYF'. 6X6 P/T WOOD COLUMN -= APPROVED EQUAL. AT ALL EVE5 d RAKES. 1 I ON 24"x24"x12" DEEP, , -'cv 4 EXTEND UNDERLAYMENT 24" PAST THE INSIDEU VALUE 241 0-lad malls dJ I (x �___ _= in A4 THE EXTERIOR WALL LINE OF THE BUILDING. N1 -. -�__- _= T/O RIDGE 1 N 1 VENTED VINYL SOFFITS T.M.E. (TYP) � 1 VINYL COVERED OR 5d Cooler maple at lo"o.c. ' PAINTED P/T 2x2 W/ TYPICAL ROOF GONSTRUGTIDN: Block , o p j , DECORATIVE TAILS 0 Ib" ASPHALT ROOF SHINGLES (T.B.S BY G ? be a with4-10dnatlls each N .r - I - _= O 6 SEAMLE 51 ALUM. LORS. d Gypsum roar M v E N 1 1 �_- O.G., TYP. OWNER) 30# ROOFING FELT. 1/2" COX _ + ua_ i I _J___ _ PLYWD. SHEATHING. 2x ROOF RAFTERS �� R M r I I _�___ _ _ _ ® 1 ` ® 12 GUTTERS (TYP) 2'9 Gage Stra;n x U dd 5d Ceoler malls at 7"o.c. ,••. c o -li---Q- ~ Q PROVIDE MINIMUM P SPACE BETWEEN THE q��'� bio PITCH '7 � M = Iq I I A4 c :: cvxo ao-sd roans m �____ _ a BRACING DETAIL FLSH NINSULAT16 SHALL B INSTALLED AT P/T 2x8 LEDGER BOARD __ _ EndarallStuv.s o ul ® SECURED TO HOUSE W/ I/2 DIA. a } � Z wvaY x b" LONG QALY. LAG SCREWS ® � m � � E WALL AND ROOF INTERSECTIONS GARAGE Ib" O.G. STAGGERED (ABOVE) A4 SCALE: N.T.S. -�--- VINYL COVERED OR 6 1 N j 6ARA6E � PAINTED P/T 2x6 R.R W/ T/O MEZZANINE FL. o ° VINYL COVERED OR PAINTED P/T � M L OGEE TAILS ® 16" O.G. _ 2XI2 G.J. 0 I6" O.G. 2x2 W/ DECORATIVE TAILS pC - ___ _= AND WITH AN 18" T/O PLATE = E .� mJ_ _ OVERHANG, TYP. 36" HIGH RAILING d ® Ib" O.G., TYP. 31.5"where a handrail 15 InStaBcd on one side and 27' +�--- rn co = -0 3/4" PLYWD. SUBFLOOR " -' �r m TYPICAL EXTERIOR WALL CONST.: GLUED AND NAILED(TYP) GUARDRAIL W/ SPINDLES where handrails arc provided on both sldc5. w >= I i I I n ;___ __ =acv VINYL CLAPBOARD SIDING T.M.E. ® 4" MAX. SPACE - f I "' w 0 TYVEK HOUSE WRAP R-5 RIGID PROVIDE BLOCKING AT BETWEENHandrallhelght•34 (TO BE - VINYL COVERED OR PAINTED -88'from the INSULATION I/2" GDX PLYWD. MID-SPAN (TYP) SELECTED BY OWNER) P/T 2xb R.R W/ OGEE TAILS ® i i I I I I _ SHEATHING. 2xb STUDS ® I6" O.G. top of the nosing to the to of th .� _ I I I �_= W/ R-Iq KRAFT FACED BATT INSUL. Ib O.G. AND WITH , 18 ra►I p � _ i II + - - OVERHANG, TYP. GE mvi I (2)2X!0 HDR Y�I� I (2)2XIO HDR I� _� V= = BRACE GARAGE - (2) VINYL COVERED OR Openings Shall not allow i it I I I I 1 ALL LINE 1 8'H x q'W' OH.DOOR TBS.BY OWNER 8'H x 9'W'O.H.DOOR TB.5.BY OWNER WALL LINE MEZZANINE ACCESS WOOD di �'_ aJ PAINTED 2x8 HEADER WITH pae>sago of a sphere, I I I I I I -- --- - ----------------------- -'- ----------------------- - ---• -- ' STAIRS AND HANDRAIL TO 06EE TAILS AND 18" 4 Inches or mohe in I I I I I SLAB TO CODE (15R=8', SIMPSON H2 STRAP PROVIDE diameter ! I 1 ttiscr�( 1 `'�"� 2'-10" q'-O" I'-4" q'-O" 2'-10" 4'-0" 13T=11") (TYP) CONNECTION All trea�l5 muot,be equal I 1 O 3 DAMPROOFING TO 6P-ADE _ 4X4 Type 1 handrells In depth end cannot be Ices to P i II GRADE I then 10•118"In depth or 8" V :. ; Y ;: ,,.; y • :4`' .� POST TAPERED Handralls with a If the.rl5cr I5n I I I 1 LU' A4 lU FIBERGLASS COLUMN BY oPc v v CORNER HOLD DOWN, circularcross e"tlon I I TYP. TYPICAL FOUND. CONSTRUCTION: O SUPERIOR ALUMINUM ROUND OR N 25'-O" p Z e" POURED CONCRETE WALL ^�' '. • m APPROVED EQUAL, TYP. ® 5 dlamece�rm2' Nos]ngs rrctulrcd on treads tAIJ 6' BRACE WALL REQUIRED [AIJ 6X6 P/T WOOD leas than tP'In depth ' Str KEYED TO Ib x8 DEEP I ingcr �Q NEW (2)2x6 P.T. SILL y'• Maximum diameter 6' BRACE WALL PROVIDED L POURED CONCRETE FOOTING PLATE ON TERMITE COLUMN ON ea REINFORCED W/ (3) #5 SHIELD W1 SILL 24 x24 x12 DEEP W/ 4X4 &ALV. POST BASE 2.114'Maximum REBARS CONT. IN FTG. (TO BE (4)#5 REBAR EACH MODEL # CBS044-SD52 AND INSULATION 4 5/8" DIA. WAY P.G. FT6 (TYP) &ALV. POST GAP Non-,circular Handrail All risers must be equal I I ppcn rlscrs are.permitted, MIN. 3'-O" BELOW G ANCHOR BOLTS W/ GGQ44-SD525 ON 14" DIA Porlmeter h"Mln. provided that the nln 3"x3"xl/4" BEARING PLATE a height and cannot o t ._ TYPICAL GARAGE SLAB: P.G. PIER FOOTING MIN. 3'-O" 6-tt4"Max exceed 4-1/4`In height . Riser between treads docs not ® MAX. 36" 0.0 (TYPICAL 4" P.0 SLAB BELOW 6RADE TO BEAR ON permit the p266205 of a 12" FROM ENDS OF EACH bxb 10/10 W.W.M VIR61N SOIL. (TYP) (For Type 2-w NYS 315.2) 4-inch-diarnew spharc. PLATE SECTION) (EXTEND 4" COMPACTED POROUS GRAVEL (:A / FLOOR PLAN REAR ELEVATION BOLTS -FILL (g5� WELLGOMPAGTED) 10 STEPS DETAIL SCALE: I/4"=1'-�" A4 SCALE: I/4"=1'-o" (MIN.3,500 Pel CONCRETE) A4 SCALE: N.T.S. s 0 PERMANENT AND WITHOUT A DISCONNECTING 51, ITCH OTHER NOTE: NOTE: OTE: FLA51�41NG SHALL BE INSTALLED AT WALL AND NoT�_= )?E5IDENTIA!_ CODE O_.-� N�5 SYM�30L LEG?=Nt7 MOTE: �• � � ' <``° .'r':'•''` OWNER RESPONSIBLE FOR ORDERING SOIL ,� _ .°` "`_'' *« ;�. 1/2" GYPSUM ED. (TAPEL ROOF INTERSECTIONS; WHERE EVER THERE 15 A ' ALL EXTERIOR WALLS ARE DESIGNED A X313.1.1 SMOKE_ ARMS THEN THOSE: REQUIRED FOR OVERCURRENT PROTECTION. NEVI WOOD STAIR t RAILING. TO BE ' EXT6. WALLS TO BE REMOVE O KRAFT FACED FIDE ,.G ASS IN a 4 +f SPAGKLED-3 G0,4T5 GHANSE IN ROOF SLOPE OR DIRECTION; AND "TYPE II" PERFORATED SHEARWALLS. EXISTING BUILDIN65 UNDERGOING REPAIR, ALTERATION, SMOKE ALARMS SHALL BE PERMITTED TO BE BATTERY SELECTED BY OWNER (MAX. RISER TEST TO CHECK FOR BEARING CAPACITY O SINGLE MULTIPLE STATION P L SOLATION 4,�, xr 1" nr�� DRAWN: CC IA PON---R OPERATED WHEN INSTALLED IN BUILDINGS WITHOUT HGT 8-1/$" 8 MIN. TREAD DEPTH SOIL AND WATER TABLE LEVEL. IN ALL CATHEDRAL CEILINGS. ' SCALE: AS NOTED MIN) ON ALL WALLS 1E AROUND ALL ROOF OPENINGS. FLASHING SHALL SHEATHING TO BE MIN. I/2"' WOOD GHANSE OF OCCUPANCY,Y, ADDITION OR RELOCATION SHALL r SMOKE ALARMS EXTG. WALLS TO REMAINS CEILINGS. (TYP) G CARBON MONOXIDE 'x-30 KRAFT FACED FIBERGLA55 INSULATION z 4 F BE CORROSION RESISTANT (MINIMUM 26 GAUGE) STRUCTURAL PANELS ON EXTERIOR BE PROVIDE=D WITH SMOKE ALARMS AS REOUIrZP BY GOMM'SRGIAL POWrR OR AN ON-SITE ELECTRICAL POWER ; SHALL BE q") MIN. HEAD ROOM 6'-8". F .-;., ,•,: ;a:� '� JOB: 20-0008 IN ALL FLATCE N NEW DETECTOR CONSTRUCTION EILINGS. ALL E:XP05ED FASCIAS a TRIM TO BE GAPPED ; ATTACHED W/ SD COMMON NAILS ® b" APPENDIX J SYSTEM OR IN MILDIN65 THAT UNDER601N6 REPAIR, HANDRAIL ON AT LEAST ONE 51ME OF CONTRACTOR TO RE-GRADE EXISTING DETECTOR SMOKE DET �_� ,P'` � 06110122 BY ALUM. O.G. AT PANEL ED6E5 AND 12" O.G. IN 8313.1.2 POW-R SOURCE ALTERATION, CHANGE OF OCCUPANCY,ADDITION,OR STAIRHAY. HANDRAIL H6HT NOT TO EARTH. PITCH AWAY r°ROM THE HOUSE. 104 GFM FAN '1`-21 KRAFT FACED FIBERGLASS INSULATION IN ALLY�. I ^° �' ', : I/2" MOISTURE RESISTANT BARING WALL FLOORS OVER UNCONDITIONED SPACE "`""'``'E' F. SHEET N0. 6YP5UM BD. (TAPED s ALL `/ALLEYS, CHIMNEYS, SKYLIGHTS, EAVES AND FIELD. EXTERIOR SHEATHING SHALL BE IN NEW CONSTRUCTION, THE REOUIRED SMOKE ALARMS SHALL RE:LOGTION IN ACCORDANCE WITH APPENDIX J. BE LESS THAN 34" � NOT MORE THAN MAINTAIN MIN. 6" CLEAR FROM BOTTOM OF � � ;F CONTINUOUS FROM BOTTOM PLATE TO RECEIVE THEIR PRIMARY POK^:-R FROM THE BUILDING WRING 13.Q.2 EXISTING PUILDINCS 36" ABOVE STAIR TREAD N051NG. NEW 5IDING TO &RADE. POST TERMINATION 1 -Iq KRAFT FACED PIBC,�GLA55 INSULATION IN ALI;`l� SPAGKLED-3 GOATS MIN.) �'`��`-'' TO RELIEVE STORMGUARD LEAK � )C NEW P.G FND. WALL •• , • •� :, .x ,��, BEHIND ALL TUBS THE UPPER TOP PLATE WITH ALL PANEL WHEN SUCH WRING IS SERVED FROM A COMMERCIAL SOURCE CARBON MONOXIDE- ALARMS 5HALL BE INSTALLED IN HANDRAIL SHALL HAVE A PERIMETER EXTERIOR WALLS. B,4F:RIER BY "GAF" OR APPROVED EQUAL. AT HOLD DOWN SEE 8/A-2 .• t SHOWERS, SINKS ALL EVES b RAKES. EXTEND UNDERLAYMENT 24" EDGES OVER FRAMING. OR AN ON-SITE ELECTRICAL POWER SYSTEM AND WHEN EXISTING EUILDIN65 UNDE:^GOINS REPAIR, ALTERATION, ✓ RIGID INSULATION IN ALL EXTERIOR WALLS. ,� "� -•�'.. ?w r' DIMENSION OF AT LEAST 4 t NOT CIONTRAGTOR TO VERIFY EXISTING FIRST G5-WSP W.G IN T.G. TEMPERED GLA55 ;, BATHfi:00M5. (TYP PAST THE INSIDE THE E)CTZFvIOP. WALL LINE OF HOEDOWNS ARE REQUIRED AT EACH END PRIMARY POW:=R 15 INTERRUPTED,SHALL RECEIVE POWER CHANGE Of-- OCCUPANCY, ADDITION,OR RELOGTION IN G!''.EATER THAN 6-1/4" W/ A MAX FLOOR WINDOW HEADER 51ZE:5. MIN. 51Zi= TO (Continuously aheathed wood structural panel +�TO BE PROVIDE IN CEILINGS EXPOSED TO UNHEATED SPACES. � - � 473 OF PERFORATED SHEAR WALL. FROM THS. BATTERY. WIRINa SHALL BE `- ACCORDANCE WITH APPENDIX J. �y'`_- OR055 SECTION OF 2-I/4 . BE (2)2x6 U.N.O. FASTENERS 6 EDGE 12 FIELD INSULATION BY OVnNS GOF�:NIN6" Or, APPROVED EQUAL _ - - THE l^=UILDING• r -- ...--------- --- . DIVISION 1 - GENERAL REQUIREMENTS REVISIONS: t Work performed shag comply with the following. E. Laa Bolts: 2 a. These general notes unless otherwise noted on plans or specifications. t Shag be of structural grade steel Al or shall have insulating glass, single glass with storm windows or equal Sizes indicated on plans are DATE cask. b. Bulling Code as specified on the architectural drawings. 2- Washers shall be placed under the head of lag bolts bearing on wood Length of lag bolts shall be rrwnimum 2/3 nominal only. Bolder a consult with window manufacturer to determine exact sizes, rough opening, etc. At least one osissiz2 DOB REVIEW c. All applicable local and state codes, ordinancers and regulations. depth of members bang bolted together. window from each bedroom area shat have a net dear opening area of 5.7 Sq. Ft. (gads floor 5.0 Sq. Ft.) with a net d n areas where the drawings do not address methodically, the contractor shag be bound to perform n strict F. Alterna Structural Members: clear height of 24, a net dear opening width of els and i sfi height en 44' or less above the floor f egress compliance with manufacturer's specifications and/or recommendations. 1 No structural member shag be omitted, notched, art, blocked out or relocated without prior approval by the purposes. Glazing n doors and fixed glazed panels immediately t adjacent to doors or within id ti the floor, which may 2- On-site verification of al dimensions and conditions shag be the responsibility of the general contractor and Architect. Do not alter sizes of members noted without approval of Architect. be subject to frequent and recurrent accidental human impact shat be tempered as per Residential Code of New York State and local codes and ordinances. his subcontractors G. Built-w Beams: 3. Noted dimensions take precedence over scale. Never scale directly from drawings. Contractor should t Bult-up beams or joists formed by a multiple of 2 x members shall be interconnected as follows: consult Architect In case of question. a. Members 9-V4' and less in depth: due and internal w/2 rows 16D nags at 12' o.c. staggered DIVISION 9 -FINISHES 4. The general notes and typical detals apply throughout the job unless otherwise noted or shown b. Members greater than 9-V4' in depth or multiple 3 x members through bolt with V2' diameter machine bolts at A General 5. Discrepancies: The contractor shall compare end coordinate all drawings; when in the option of the 24' o.c. staggered. t All gypsum wallboard shag be installed in accordance with the provisions of the Residential Code of New York State and contractor, a discrepancy exists he shag promptly notify the Architect, in writing, before proceeding with the H. Cuttina of Beams. Joist and Rafters: local codes and ordinances (as applicable). work or he shall be responsible for the same and any indirect results of his action t Cutting of wood beams, joists and rafters shag be bolted to cuts and bored holes not deeper than V6 the depth of 2. Gypsun wallboard shag not be installed until weather protection for the installation is provided Storage should be in 6. Omissions: Architectural drawings and specifications shall be considered as part of the conditions for the the member and shall not be located 'n the middle of 1/3 of the span Notch depth of the ends at the member shall not accordance with manufacturer's instructions. k n worthe event that certain features of the construction are not fully shown on the drawings, current 3. Al edges and ends of gypsum wallboard shall occur on the framing members except those edges which are exceed V4 the depth of the member. Holes bored or out into joist shat not be closer than 2 aches to the tip or bottom national, state and local codes, ordinances, regulations or agreements as well as cement acceptable building of the joists and the diameter of the hole shall not exceed V3 the depth of the joist. The tension side of beams, joists perpendicular to the framing members. All edges of gypsum wallboard shag be in moderate contact except in concealed practices shag govern, and thea construction shall be of the same character as for similar conditions that are and rafters of 4 inches or greater nominal thickness shall not be notched, except at ends of members. P � s aces where fire resistive construction is not required shown or noted L Pipes n Stud bearna Nags or Shear Nails: 4. The sizes and spacing of fasteners shag comply with the Residential Code of NYS and local codes and ordinances (as 7. The Architect will not be responsible for and will not have control over construction means, methods, t Notches or bored holes to studs of bearing wags or partitions shag not be more than 1/3 the depth of the stud applicable). techniques, sequences or procedures, or for safety precautions and programs in connection with the work, and J. Bricidna and Blocking: 5. Provide moisture resistant drywal cement board at tubs and showers as shown on details in architectural drawings. will not be responsible for the failure of the Client or his contractors, subcontractors, or anyone performing t There shall be not less than one Ina of bridging in every eight feet of span n floor, attic and roof framing. The 6. Fre-resistive construction: Garage ceilings and wags when adjacent to a dwelling unit shag be of rated construction any of the work, to carry out the work in accordance with the approved contract documents. bridging shall consist of not less than one by three inch lumber double nailed at each end or of equivalent metal according to the UL Design specified on the drawings when units are designed under NYS standards as indicated on the 8. Any and all drawings and specifications for sitdwork, plumbing supply or waste, electrical circuitry, and bracing of equal rigidity. Midspan bridging is not required for attic or roof framing where joist depth does not drawings. (5/8' type X wars and ceilings) heating, ventilating, fabricated trusses, and as conditioning systems are not a part of the professional services exceed twelve Inches nominal. Block solid at all beam s where adequate lateral g support qu support is not otherwise provided to the Client by the Architect unless included under their agreement. Any discrepancies with these provided Block all stud wars at maximum intervals of eight feet with minimum of 2 x solid material with tight joints. DIVISION 15 - MECHANICAL documents by any of the above listed services as shown in documents prepared by others should be indicated Provide 2 x frestops at mid-pont vertically of stud war. Bridging as required by floor truss manufacturer's printed in writing to the Architect immediately. instructions. A. Heating Ventilation and Aa Conditioning: 9. Prior to application for building permits, the Contractor Will furnish the Architect with two sets of shop 1. AN work shag be in full accordance with all cement codes and regulations of the governing agencies. drawings of all prefabricated components, one set to be retained by Architect, the other set to be returned to K Lintel Schedule: 2. Mechanical subcontractor to submit shop drawings indcatng duct layouts, condenser location, duct sizes, etc. to contractor after review. Items requiring shop drawings include but are not limited to roof trusses, floor t Unless otherwise shown, provide 1 Intel with 6' mnanum bearing for each 4' of wall thickness. Architect prior to installation. Mechanical subcontractor to review structural shop drawings and notify the Architect of any trusses, stairs, cabhots, vanities, etc. Should the design or configurations of any prefabricated component be 2. Lintel Schedule: mechanical and structural and design intent conflicts prior to construction modified during construction from previously approved shop drawings, the Architect shall be furnished, prior Span: Size of Member 3. AI work shall be done in a neat and workmanlike manner and so as to not needessly hamper that portion of the work to fabrication, with revised shop drawings incorporating the revision. If the Architect is not provided with the Up to 4'-0' 3 V2 x 3 V2 x 1/2 or 2-2x6 performed by others. 0 O above information, the client shag defend, indemnify, and hold harmless the Architect from any claim or suite 4'-T to 5-0' 4 x 3 1/2 x 5/16 or 2-2x8 B. Plumbinci whatsoever, including but not limited to, all payments, expenses or costs included, arising or alleged to have 5'-T to 6'-0' S x 3 V2 x 5/16 or 2-2x10 1. Al work shag be in fur accordance with all current codes and regulations of governing agencies. arisen from prefabricated items. 6-1' to 8'-0' 6 x 3 V2 x 3/8 or 2-2x12 2. AI work shall be done in a neat and workmanlike manner and so as to not needlessly hamper that portion of the work 10. The conditions and assumptions stated in these specifications shag be verified by the contractor for performed by others. conformance to local codes and conditions. In the event of a discrepancy between these specifications and LPlywood 3. Plumbing subcontractor to review structural and mechanical drawings and notify the Architect of any plumbing, local codes or conditions, the contractor shag notify the Architect in writing of the discrepancy and special t AI plywood shall be Doug fir or equal. It shag be manufactured and graded in accordance with HVAC, structural and design intent conflicts prior to construction Architecting requirements shag be applied to Insure the building's structural integrity. DOC PS 1-95 for Constriction and industrial Plywood 11 These requirements may be superseded by more stringent information contained within 2- Each plywood sheet shall bear the 'APA' trademark DIVISION 16 - ELECTRICAL the drawings. The more stringent shag be followed 3. AN end joints shall be staggered and shall butt along the center lines of framing members. 12. Sol conditions shall conform to or exceed the following conditions: 4. The face gran of the plywood shall be laid at right angles to the joists and trusses and parallel to the studs. t All work shall be in fug accordance with all applicable National, State and Local codes and shall comply with the Bearing Capacity: Mn. 2000 psf. field verified under all footings and reinforced slabs. 5. Nails shall be placed 3/8' minimum from the edge of the sheets. The minium nail penetration into framing requirements of the serving Water Table: Min. 2'-0' below bottom of all concrete slabs and footings. Footings, foundations, wags, and members shall be 1 V2' for 8d nails and 13/8' for 10d nags. power and telephone companies. �--� slabs shag not be placed on or in Marne Clay, Peat and other organic materials. 6. Ar floors shag be naled as per nailing schedule. 2 All work shag be done in a neat and workmanlike manner and so as to not needessly hamper that portion of the C 13. Live Loads: Roof: 20psf. Floor. 40psf (except sleeping rooms: 30psf). Exterior Balconies: 60psf. Staa Landings: M work Corner Bracing: 40psf. Wind Loact 15psf. Garage: 50psf. Maximum foundation lateral pressure: 40psf. Dead Loads: 10psf. performed by others. t Unless otherwise noted, brace exterior comers of bolding with 1 x 4 diagonals,let Into studs, or with 4 x 8 Decks: 40psf. Attics without storage 10psf. Attics with storage 20psf. Guardrails & Handrals 200psf. 3. Installation: w 14. Bottom of footings shag extend below frost One of the locality and minimum 3'-0' below existing grade to plywood sheet of thickness to match that of sheathing or with metal strap devices instated n accordance nailing schedule a AI equipment installed outdoor and exposed to weather shag be weatherproof. undisturbed soli or sol compacted to 95 % dry density having a bad carrya>g capacity as specified in Note 12, 2 Lap plates at all corners. b. Bottom of receptacles and switches shat be located 5' above counter top unless otherwise noted on drawings. as verified by a sols Architect licensed in the locality where project is bang bolt. N Naf c. Receptacles shat be installed vertically at 12' above finish floor and 12'-0' o.c. horizontally. AI receptacles within15. All foundation war backf l under slabs where distance from edge of wall to edge of undisturbed soli ince.l nailing scompnailing schedules see a 6'-0' horizontally of a sink lavatory or tub shall be wired to a ground fault interrupted circuit. t Ali comply with nahed (see schedule) and Q� exceeds 16', but less than 4'-0', shag consist of dean, porous, sol compacted In 6' layers to 95% dry density d. War switches to be 48' above floor. or provide •4 rebar at 2'-0' o.c., 1'-0' beyond edge of undisturbed soil and 1-0' into foundation war. all state and local budding codes,or maufactuer's recommendations.0. Fre Stopping: e. Ag smoke detectors to be One voltage and wired 'n a manner such that the activation of one will activate at Each 16. Free draining granular backffi (SM or better) shag be used against foundation wags consistent with the floor level to have at least one smoke detector. Each bedroom to have its own smoke detector in addition to a smoke 1 Fre stopping shat be provided to cut off all concealed draft openings (both vertical and horizontaO with 2' architectural plans and related detals. Equivalent fluid pressure of backfdd not to exceed 40pcf (pounds per nodetector located n a hallway outside the bedrooms. nominal lumber or 2 thicknesses of T nominal lumber with broken lap joints or other approved material abic foot). Ifbackfill pressures exceed 40pcf, then wags must be designed for actual pressures by a P. Arianment: f. A One voltage carbon monoxide detector shat be located at each level of the dwelling,including the basement or registered Professional Architect licensed n the locality where project is being built cellar. 17. Unbalanced fill not to exceed T-0' unless otherwise noted and substantiated by Architecting calculations. 1 AI rafters and joists framing from opposite sides shat lap p least six re inches and be Haled together with Backfill shall not be placed against wars until slabs-on-grade and framed floors are n place and have reached min. he 1fr face mals. ( ends attached nailing schedule for su>by metal s requirements) thea design strength Proper precautions shall be taken to brace foundation wars when backfiring. Where 2. When framing end to end joists shag be secured together by metal straps. backfr is required on both sides, backfil both sides simultaneously. t Partitions: t General: DIVISION 3 - CONCRETE a. Provide sold blocking at 4'-0' o.c.between the joist and fast interior parallel joist. b. Spices of the top and bottom portion of double top plates must be staggered a minimum of 4'-0'. A. General: c. Spices shag occur only directly over studs. 1 The concrete properties shall be as follows: d Structural variations are allowed if substantiated by Arcnitecting calculations. Starred by professional Architect Item Mn. Comp. Strength Mn. Aware toa a size Slur"D licensed to practice n the jurisdiction where construction is taking place. One set of calculations to be provided to 0 28 Davs (PSO Architect for approval prior to construction Footings 3,000 V2'-T 4' T e. Lap top plates at corners and intersections. Slab-on-Grade 3,000 V2'-T 4- 1/2' 2. Bearing Wags supporting one floor or more. U Wags 3,000 V2'-T 4' 1/2' a Partitions must be constructed of minimum 2 x 4 studs spaced 16' o.c. of type lumber specified. j: b. If a double top plate of less than 2-2 x 6's or 3-2 x 4's is used floor joists shag be rn Garage Slabs & exterior slabs 3,500 V2'-T 4' T w/ 5% � M as entrainment centered directly over and below bearing wag studs with a tolerance of no more than T unless substantiated by 0) Architectng calculations. 2- Concrete work shag conform to all requirements of ACI-318 specifications for structural concrete for buildings. c. Bearing stud wags must be sheathed with a minimum V2' gypsum board fastened according to drywall O manufacturer recommendation. Q) Z 3. AI reinforcement, anchor bolts, pipe sleeves and other inserts shall be positively secured in place and L.[_ located according to the appropriate architectural drawings and details R Wood Roof Trusses: L t 1. Tauber trusses shag be designed n accordance with accepted Architectng practices. Calculations, joist strength information B. Reinforcing SteeN t Reinforcing steel shag be intermediate grade new billet deformed bars grade 60 conforming to ASTM & (allowable load per square inch or per nail, allowable edge distance, allowable end distances) load test data and other O 615. Welded wire fabric shall conform to ASTM A-185. See architectural drawings for sizes and locations. information as necessary shag be submitted to local authorities for approval prior to fabrication Each truss shag be O 0) 0 seared at bearing with one 'rafter tie' metal type anchor at each end .V 2- Detailing, fabricating and placing of reinforcement shall be in accordance with ACI-318-99 Manual of 2 rnrt }, cV U Scissor Trusses: Manufacturer to calculate horizontal thrust of trusses subjected to design loads and to induce this r Building Code Reauiements for Structural Concrete information with shop drawings. Each truss to be secured at one end with a metal 'rafter tie' type anchor and a 3. AI reinforcing bars which intercept perpendicular elements shag terminate in hooks,placed two (2) inches scissors truss connector, 'Simpson' or approved equal, at the other and to tie down the truss while permitting the truss to move outward without deflecting the wait G dear from outer face of element. 3. Truss diagrams and truss layout plan show design intent only. Truss manufacturer shall verify al spans, 4. The contractor shag notify the building official at least forty-eight (48) hoes prior to each concrete pour. dimensionsheights, pitches,etc. Fabricator must submit two sets of component No concrete shall be poured into footings containing standing water or mud Footings shag be d , heel heirewatered g mP shop drawings and truss layout prior to placement of concrete. No concrete shat be placed until all reinforcing has been installed by the plan, each sealed by a professional Architect registered in the jurisdiction where the construction is taking place, to contractor and inspected by the bulding official or county approved licensed inspector. Architect prior to fabrication, one for Architect's records and one to be returned to contractor after review. 5. Minimum protective cover for reinforcing steel ;shag be as follows: 4. Truss shop drawings indicating calculations, loafing, load test data, horizontal thrust and any other information Footings: 3' required shall be sealed by a professional Architect registered n the jurisdiction where construction is taking place and a aBeams and columns: 2' be submitted to buldng officials prior to fabrication. b. 5. Store trusses above grade on wood sticking in such a way to prevent bending, warping or deflection of trusses. G Slab: 3/4' (Wire mesh to be placed at mid depth of slab) 6. Roof Truss Bracing: Instal permanent bracing for all wood roof trusses as specified below. Follow all d Walls - 1 V4' at interior face: 3'at exterior face. recommendations specified in Bracing Wood Trusses: Commentary and Recommendations BWT-76 published by the co C. Foundation Truss Plate Institute, Inc. N 1 Footing depths are shown on the architectural drawings. Footings shall mrw bear a num of T-0' into "' "' E original undisturbed sol and a minimun of 3'-0' below finished grade. Where required, st footings to ratio a. Top Chord Plane: Properly instated plywood sheathing with staggered joists and correct nailing should x u adequately brace the top chord plan However, when gable end trusses are used continuous 2 x 4 braces should be m° M co 'E u of 2 horizontal to 1 vertical installed at a 45' angle to the truss framing. These braces should oocr at 3 points on each gable end: midspan 2- Where conditions develop requiring changes n excavations, such changes shag be made as directed by the c 'Z Architect. between roof center-One and wag on each side of center-One and at center One of roof, a X o L) 3. All footing excavations shag be inspected by the building official or can approved ' b. Web Member Plane: Provide continuous 2 x 4 braces at 45deg angle from the bottom chord of the truss. This brace Z w �_ D ng county ppr inspector prior to the should cross at least 4 adjacent trusses and terminate at the truss rid Sean nal this brace to al members lt o "' 0 E placing of any concrete. Same shall be given forty-eight (48) hours notice for this observation l o a) °D •0) 4. Soli investigation and report: AI earth work, compaction and supervisions shag be done according to the crosses. Install this bracing at all gable or end wag conditions and at 14 foot minirnun intervals throughout the truss system r rn " n recommendations of the soil investigation report prepared by a licensed geotechnical Architect. Concrete slab M and footing calculations are based on a 2000 psf value. If on-site test boring indicate lesser values, notify c. Bottom Chord Plane: Provide continuous 2 x 4 braces on top of the bottom chord of al roof trusses. Three rows 2 r �c Architect, in writing, so that necessary structural modifications can be made. minimum are required located at the V4 points of the truss span Securely nail these braces to all members that it rn U M = 5. Slab-on-grade shag be 4' thick reinforced with 6 x 6 W14 x W1.4 WWF and shag be placed on 6 mil. crosses. (o E 0S. Wood Floor Trusses: 00 � vapor barrier on 4' crushed stone. N I Floor trusses to be manufactured and installed n strict accordance with manufacturer's recommendations. AI C w 6. Slab-on-grade at porches shag be 4' thick unless otherwise noted. o 7. Instal anchor straps as per mfg recommendations: 12' from comers and intervals as per plans. spans, joist depth and spacing to be verified by manufacturer's. Shop drawings indicating calculations, loading, load 7. Instal embedment for anchors shag o m specified by manufacturer. test data and any other information required shall be sealed by a professional Architect registered n the Oisdotion 8. Beam pockets shall be formed into concrete wale to provide a continuous level flat solid bearing surface where construction is taking place. Truss manufacturer shag verify all spans, dimensions, bearing points spacing, etc. for al beams. Fabricator must submit two sets of complete shop drawings and truss layout plan, each sealed by a professional Architect registered in the jurisdiction where the construction is taking place, to Architect prior to fabrication, one for DIVISION 6 - WOOD Architect's records and one to be returned to contractor after review. N 2. Store trusses above grade on wood sticKng to prevent contact with bare each Cover with tarpaulins to prevent lsl A. Lumber Grade. American Softwood Lunnber Standard exposure to the elements. Always store upright, especially I stacking. Gracing shag comply with DOC PS 20-70 ' ' and applicable Western Wood Products Association standards. DIMS 7-THERMAL AND MOISTURE PROTECTION 1 Ali lumber shall be, unless otherwise noted, No. 2 grade. Douglas Fa-Latch with the following minimum structural values. 0 A. Koplin¢ a Extreme fiber bending stress: 2 x & WIDER Flo 875 PSI t Fiberglass Shingles: THIRTY(30)year self sealing shingles over 1 layer of 30* asphalt saturated felt underlayment b. Horizontal Shear: Fv - 95 PSI unless otherwise noted Instal according to manufacturer's instructions. c. Compression perpendicular to grain: FcL = 625 PSI 2. Cedar Shakes: •2 grade red-label cedar shakes (18' 1 x .457) over one layer 30• as.f. undedayment. Instal with 4 N d. Compression parallel to grain: Fc = 1300 PSI V2' weather exposure. Apply an 18'wide strip of 30+ as.f. over each course of shakes, 9' from bottom edge of shake e. Modulus of elasticity: E - 1,600,000 PSI extending over top of shake and onto sheathing. f. Moisture content: 19 % maxin m 3. Eave Flashing: See note B-4,below. B. In . n 2 Other spades may be used provided substituted species shat meet or exceed requirements noted above. t AN flashing, counter flashing, and coping when of metal shat be of not less than no. 26 U.S. gauge corrosion-resistant 3. Moisture content: All lumber 4' and deeper shag have moisture content not greater than 19 /., as dried lumber is metat desired but not necessary. Lumber may be kiln dried, however drying process must be slow and regulated to cause a 2. Flash all exterior openings and all building comers with approved material to extend at least 4' behind wag covering. `timum amount of checking, comparable with at dried stock. Cover all exposed plywood at buldng corners with waterproof building paper. exterior lumber and timber in contact with masonry or concrete shal be pressure preservative treated in 3. Step flash at all roof to war conditions. Flash and caulk wood beams and other projections through exterior wags or 5. 'role with AF&PA standards and stamped) 'Ground Contact 0.40 lbs/cubic foot'. roof surfaces. 6. Stc4amps shall appear on all timber. 4. Eave flashing shag consist of two layers of 15+ as.f. cemented together in addition to required nailing from the edge rut h r above grade and protect from exposure to weather. of the eave up the roof to overlay a pont 24 inches inside the interior war fine of the bulding. 1 Flitch baa, C. Attic Ventilation: bottom edge%al have a minimum fb = 15000, E=11.4 with V2' bolts located not closer than 2' from the top and t Enclosed attic truss spaces and enclosed roof rafters shall have cross ventilation for separate space with screened bolt pattern detahotherwise noted There she,l be a bolt top and bottom 2' from each end (see typical flitch plate ventilating openings protected against the entrance of moisture and ran in accordance with, C. ►gistan s: NYS and local codes and ordinances. See details on architectural r.� Al puuins, joists and, plans for locations and details. 2. Jest hangers shag beds not framed over supporting members shat be supported shag be Simpson, Kant-Sag, ,quality steel which conforms to ASTM-A525, min 22 gauge. Products acceptable DIVISION 8 -DOORS AND WINDOWS No D. Bolts n Wood Fra nrivalent. A General DRAWN: CC 1 Ali bolts in wood framing shag tk 1 Windows n bindings located'n wind-borne debris regions (120 mph wind zone or with-in one mile of the ocean, bay SCALE: AS NOTED washers. andard machine bolts with standard malleable ton washers or steel plate and sound) shag have glazed openings protected from wind-borne debris or the building shall be designed as a partially ti 2 Steel plate washer sizes shad los enclosed building in accordance with the Building Code of New York State. Glazed opening protection for wind-borne ale; ',t JOB: 20-0008 as 4 �-"� '` a. 1/2'and 5/8'Diann bolts -2-V4's lows: debris shag meet the requirements of the Large Missile Test of ASTMS 1996 and of ASTME 1886 06/10122 * ` ' b. 3/4'Dia. bolts-2-5/8'sq, x 5/16'. 4 h'/16' Exception: SHEET NO. 3. Each bolt hole in wood shag be drilled 1/16' lux. Wood structural panels with a minimum thickness of 7/16 inch (11.1 mm) and a maximum span of 8 feet (2438 mm) shall T• } �?N =(�'; 4. For sil anchors, nest zer than diameter of bolt. be permitted for opening protection n one- and two-story buWas. Panels shall be precut to cover the glazed "' typical details on arcNtectu-4 drawings. openings with attachment hardware provided. Attachments shag be provided n accordance with Table R30221.2 or �� shall be designed to resist the components and cladding loads determined in accordance with the provisions of theA5 Residential Code of New York State. provided that is capable side-tinged and shall provide a dear width of not less than 32 Inches (813 mm) where measured proiectiorn 3. One-ei bonding cement complying with ASTM C887 8301212 PROTECTION OF OPEMNGS. 83122 Window fall ghthh-inch (3.2 mm)coat of strface- of producing an average Ikmwnation of 6 footcandles (65 lux) over the area of the room at a height of between the face of the door and the stop, with the door open 90 degrees (157 rad). The dear height 4.Any material mitted for wat REVISIONS: Windows In bulciirhgs located h wixJbome debris regions shall have glazed openings protected from Window fat protection shall be provided In accordance with Sections 83'1221 Par erproofng In Section 8406.2 . N1110114 (R4013)Cert'Ificate (Mandatory). whhdborne debris or the bull 30 inches (762 mN above the floor level. of the door opening shal be not less than 78 inches (1981 mm) h height measured from the top of the 5. Other oved methods or materials. A permanent certificate shal be co dlnq shall be designed as a partially enclosed bugdhg h accordance with ePPr rrhpleted by the budder Or other approved party and posted on a wort DATE DEsc. 3. Use of sunroom and patio covers, as defined in Section 8202 excess of 40 percent of the exterior threshold to the bottom of the stop. Other doors shall not be required to comply with these minirrxrr� Exc tion:Par ( quir approved for direct P y approved location inside the buildng ASCE 7. Glazed opening protection for windborne dedbris shat meet the requxements of the Large In dweing units, where the top of the sir of an operable window opening is located less than 24 Inches eP• g ng of unit masonry walls is not re ed where a material is In the s ace where the furnace is located a utit room or an sunroom walls are open, or are enclosed only by insect screening dimensions. Egress doors shall be readily openable from Inside the dweing without the use of a key or a ication to the mason 08/26/22 DOB REVIEW lvissile Test of an approved impact resisting standard or ASTM E 1996 and ASTM E 1886 referenced (610 mm) above the frisked floor and greater than 72 Inches (1829 mm) above the finished grade or PP y. Concrete walls sinal be dampproofed by applying any one of the listed Where located on an electrical panel the certificate shat not cover or obstruct the visloity of the therein.Garage door special knowledge or effort. other surface below on the exterior of the building, the operable window shall comply with one of the dampproof ng materials or any one of the waterproofng materials listed In Section R406.2 to the exterior circuit directory label service disconnect label or other required labels. The certificate shall indicate the q PP 8303.3 Bathrooms. predominant R-values of insulation hstaled In or on ceilings, roofs, walls, foundation components such as glazed opening protection for wixiborne debris shall rneet the re ements of an a roved fohowh of the waR. Bathrooms, water closet compartments and other smmlar rooms shall be provided with aggregate glazing R3113 Floors and landings at exterior doors. 1 a slabs,basement walls,crawl s impact-resisting standard or ANSI/DASMA 115. Open bile windows with openings that wi not allow a 4-Inch-diameter (102 mrrJ sphere to pass pace walls and floors,and ducts outside corxttioned spaces; U-factors of area h windows of not lessthan 3 square feet (0.3 m ),one-half of which must be openable. There shall be a landing or floor on each side of each exterior door. The width of each landing shat be throes the open where the opening is h its largest opened position SECTION R408 UNDER-FLOOR SPACE fenestration and the solar heat gain coefficient (SHGC) of fenestration, and the results from an r not less than the door served Every landing shall have a dimension of not less than 36 inches (914 ducts stem and bur y ore Exception: Wood structural panels with a thudvhess of not less than 7/16 Inch and a span of not more 2 Operable windows that are provided with wi'hdow fall prevention devices that dangly with ASTM F Y icing envelope ah leakage testing performed on the buuldrnq. Where there is more Exception mail measured h the direction of travel. The slope at exterior landings shall not exceed V4 unit vertical 2090 R408.1 Ventilation. than one value for each than 8 feetshah be permitted for opening protection. Panels shall be precut and attached to the framing component, the certificate shat Indicate the value covering the largest area. The glazed areas shal not be required where artificial light and a local exhaust system are provided 'n 12 units horizontal(2 percent). Exception. Exterior balconies less than 60 square feet(5.6 m ) and The under-floor ace between the bottom of the floor oists and the earth under an builds (exce t The certificate shall Indicate the types and effutiencies of heir surrounding the opening contaning the product with the glazed opening. Panels shag be predried as The �mun local exhaust rates shall be deterrnhed In accordance with Section M1507. Exhaust air only accessible from a door are permitted to have a landing less than 36 Indies (914 mN measured h 3. Operable windows that are provided with window opening control devices that comply with Section a j Y 9 P ting cooing and service water heating required for the anchorage method and shah be secured with the attachment hardware provided. from R31222 sip ce occupied by a basement ) shal have ventilation openings though foundation walls or exterior equipment. Where a gas-fired unvented room heater, electric furnace, or baseboard electric heater is space shat be exhausted the direction of travel wags. The minimum net area of ventilation Installed in the residence, the certificate shall Inchoate ' Attachments shah be designed to resist the component and cladding bads determined h accordance openings sinal be not less than 1 square foot (0.0929 m)for gas-fired unvented room heater,''electric furnace' directly to the outdoors. each 150 s are feet (14 m ) of under-floors or baseboard electric heater; as a with either Table 83012(2) or ASCE 7, with the permanent corrosion-resistant attadrnent hardware 8312.22 Window opening control devices. qu pace area,uuess the ground surface is covered by a ppropriate. An efficiency shah not be Indicated for gas-freed unvented R3113.1 Floor elevations at the required egress doors Class 1 va retarder material Where a Class 1 va room heaters, electric furnaces and electric baseboard heaters. provided and anchors permanently installed on the bt akli nq. Attadrnent in accordance with Table Wrhdow dPeninO control devices shat comply with ASTM F 2090. The window opening control device, re retarder material o used the misquar net area 8301212 is 8303.4 Mechanical ventilation. Landings or finished floors at the required egress door shah be not more than 1 V2 inches (38 mmil of ventilation shat be not less than 1 permitted for buildings with a mean roof height of 45 feet or less where the ultimate design after operation to release the control device allowing the window to fuly open,shall not reduce the net square foot (0.0929 m) for each 1,500 square feet (140 Where the air infiltration rate of a dweing unit is 5 at changes per hour or less where tested with a ower than the top of the threshold opening area of the window unit to less than the area required by Section R310.2.1 P ng pening shall be within 3 feet(914 mm) of each orY wind speed V, Is 180 mphor less dear m )of aider-floor s ace area. One such ventilati o N1103.1 (8403.1) Controls (Mandat 1. blower door at a pressure of 0.2 Exception:The landng or floor on the exterior side shall be not more than 7 3/4 inches (196 mm)below corner of the building. At least one thermostat shall be provided for each separate heating and coding system inch w.c (50 Pa)in accordance with Section N11024.127991685), the dweing unit shag be provided with the top of the threshold provided the door does not swing over the landing or floor. Where exterior amity dweings automatic fire sprinkler system. One-• and two family dweings TABLE 8301212 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL 8313.2 One i end two-f R408.2 0 enin s for under-floor ventilation. N1103.11(R403.11)Pr ammabde thermostat. while-house mechanical ventilation In accordance with Section M1507.3 landings or floors serving the required egress door are not at grade , they shall be provided with grade shall be equipped throughout with an automatic sprinkler p g ogr PANELSa,b,c, d having a height of three stories above access to grade by means of a ramp h accordance with Section R3lt8 or a stairway h accordance system The minimum net area of ventlation openings shal be not less than 1 square foot (0.0929 m ) for each The thermostat control'ing the primary heating or cooing system of the dwelling unit shag be capable of 8303.5 Opening bcatioru with Section R31t7. P y 150 s e feet (14 m) of under floor area. One ventilation controing the heir' y peratu re set FASTENER TYPE FASTENER SPACING (inches) 8313.2.1 Design and installation Automatic residential fre s rnkler s stems shah bedesi ad and installed � opening shat be within 3 feet (915 mm) of ting and coding system on a dei soneduie to maintain different tem Outdoor intake and exhaust openings shag be located in accordance with Sections R303.5.1 and each comer of the buidi openings shall be covered for their hell t and width with an of lin Y p Panel span (less than 4 feet)(4 feet to 6 feet)(6 feet to 8 feet) h accordance with Section P2904 or NFPA 13D. ng. Ventilation gin y is at different tines of the da . This thermostat shag Include the ca abity to set bad< or 8303.5.2 R3tt3.2 Floor elevations for other exterior doors. the foto No. 8 Sorews 16' 10' 8' 8314.1 General wing materials provided that the least dimension of the cover/ shell not exceed/ Inch (6.4 temporarily operate thine s stem to maintain zone t 8303.5.1 Intake openings. Doors other than the required egress door shall be provided with landings or floors not more than 7 3/4 n9 Y emogram es of not less than n F(tu C) tit not No. 10 Screws 16' 12' 9' Smoke alarms sinal comply with NFPA 72 and Section 8314 greater than 85 F (29 C). The thermostat shall be programmed hitiay by the manufacturer with a Mechanical and gravity outdoor ail Intake openings shall be located not less than 10 feet (3048 mm) hones (196 mrN below the top of the threshold. 1 Perforated sheet metal plates not less than 0.070 Inch (18 min) thick. heating temperature setpoht of not greater than 70 F (21 C) and a cooling temperature setpoht of not from any hazardous or noxious contaminant,such as vents,chimneys,plumbing vents, streets, alleys, Exception:A top landing is not required where a stairway of not more than two risers is located on the 2. less than 78 F (26 C). a. This table is based on 180 mph ultimate design wixl speeds, V , and a 33-foot mean roof height . 8314.11 Listings. Expanded sheet metal plates not less than 0.047 Inch (12 mm) thick. parking lots and loading docks. For the purpose of this section,the exhaust from dwelling unit toilet exterior side of the door, provided that the door does not swing over the stairway. 3. Cast-ion 11 or b. Fasteners shat be Installed at opposing ends of thine wood structural panel Fasteners shag be located Smoke alarms shat be fisted in accordance with UL 217. Combination smoke and qn grating. not less than 1 Inch from the edge of the panel. rooms,bathrooms and kitchens shah not be considered as hazardous or noxious. carbon monoxide alarms shah be listed in accordance with UL 217 and UL 2034. 4. Extruded bad-bearing brick vents. NIM 2(8403.12)Heat Pump Supplementary Heat (Mandatory). c. Anchors shag trate thr Exceptions: R3113.3 Storm and screen doors. 5. Hardware cloth of 0.035 inch (0.89 mrn)wile or heavier. Heat pens ough the exterior wall covering with an embedment length of not less than 1 The 10-foot (3048 mm) separation is not required where the intake opening is located 3 feet (914 Storm and screen doors shag be permitted to swin over exterior stairs and pumps having supplementary electric-resistance heat steal have controls that, except doing 2 inches into the building frame. Fasteners shag be located not less than 2 / Inches from the edge of g landings R314.2 Where required 6. Corrosion-resistant wile mesh with the least dimension being /Inch (3.2 mN thick. defrost,prevent supplemental heat operation when the heat pump compressor can meet the heating mm) or greater below the contaminant source. Exc tion:The total area of ventilation o load concrete bbdk or concrete. Smoke alarms shat be provided h accordance with this section. aP� perungs shag be penrmitted to be reduced to / of the 2. Vents and chimneys serving fuel-burrkV appliances shall be temhhated h accordance with the 83117 Stairways. under-floor area where the ground surface is covered with an a d Panels attached to masonry or masonry/stucco shag be attached using vilxation-resistant anchors pproved Class I vapor retarder material applicable provisions of Chapters 18 and 24. R3ttT.1 Width R314.21 New construction and the regired openings are placed to N1103.3.3(R403.3.3)Duct testi having an uitinate withdrawal capacity of not less than 1,500 pounds provide cross ventilation of the space. The installation of n9(Mandatory). 3. Clothes dryer exhaust ducts shag be terminated h accordance with Section M1502.3. Stairways shag be not less than 36 Inches (914 min) h dear width at al points above the permitted Smoke alarms shal be provided h dwelling units . operable lowers shag not be prohibited Ducts shag be pressure tested to determine air leakage by one of the following methods: R303.5.2 Exhaust openings. handrail height and below the required headroom height. Hanctals shal not project more than 4 1/2 Exhaust arc shag not be directed onto walkwaysie R303.6 Outside opening protection. Air exhaust and holies M4 mail on either side of the stairway and the clear width of the stairway at and below the epairs and additions. R408.4 Access. 1Rough-in test:Total leakage shal be measured with a pressure differential of 0.1 inch w.g. (25 Pa) 83029 Flame spread index and smoke-developed index for wall and caging finishes. 8314.22 Alterations, r Intake openings that terminate outdoors shag be protected with corrosion-resistant screens,lowers or handrail height,hdudng treads and landings, shag be not less than 31 V2 Inches (78T min) where a Access shag be ovided to al under-floors aces. Access across the s stem, Flame spread and smoke developed indexes for wall and dealing finishes shall be in accordance with Where alterations, repays or additions requiring a permit occur, or where one or more sleeping rooms are lx P openings through the floor shag be a Y including the manufacturer's ori handler enclosure it installed at the tine of the test. fides having an opening size of not less than / Inch(6 mm)and a maxim m opening size of /inch (13 handrail Is Installed on one side and 27 inches (698 m ) where handrails are provided on both sides. g ng g equipped with smoke alarms minimum of 18 holies by 24 inches (457 mm by 610 mm). Openings through a perimeter wag shal be not Registers shag be taped or otherwise sealed during the test. Qr Sections 8302.9.1 added or created h existn dwell' s , the individual dwein unit shag be mm),In any dimension. Openings shag be protected against local weather conditions. Outdoor air exhaust Exception:The width of spial stairways shal be in accordance with Section R311T.10.1 located as required for new dwellings . less than 16 hones by 24 holies(407 mm by 610 mm). Where any portion of the through-wall access is 1„� and Intake openings shah meet the provisions for exterior wag opening protectives In accordance with grade, an areaway not less than 16 inches by 24 Inches (407 mm b 610 mm) shall be O 83029.1 Flame spread index. Exceptions: below y ad,�, 2Postconstruction test:Total leakage shat be measured with a pressure differential of 0.1 Inch w.q. (25 this code. R3117.2 Headroom The bottom of the areawa shag be below the threshold of the access Pa) across the entire s Wall and ceTng finishes shag have a Flame spread idler of not greater than 200. 1 Work involving the exterior surfaces of dweings , such es thine rehplecernent of roofing or aiding, the Y opening. Though wain access ystem, including the manufacturer's ori handler enclosure. Registers shag be taped Exception: Flame spread Index r R303.7 Interior stairway iumination. Interior stairways shall be provided with an artificial light sauce to The headroom h stairwways shall be not less than 6 feet 8 inches (2032 mn)measured vertically from enin s or otherwise sealed du equirements for flushes shag not apply to trim defined as picture molds, - addition or replacement of windows or doors, or the addition of a porch or deck,are exempt from thine oP 9 steal not be boated umeler a door to the residence. See Section M1305.1.4 for access ring the test. /urinate the landings and treads. The light source shal be capable of iuminating treads and landings the sloped ine adjoining the tread nosing or from the floor surface of the lancing or platform on that re requirements where mechanical chair rails,baseboards and handrails; to doors and windows orthe/ frames; or to materials that are less quirements of this section. equipment is located under floors. to levels of not less than 1 foot candle (11 lux) as measured at the center of treads and landings. portion of the stairway. Exc tions: than /Inch(0.91 mail lu thickness cemented to the surface of walls ic cerin cit these materials exMlbit There shag be a wall switch at each floor level to control the light source where the stairway has six Exceptions: 2. Installation, alteration or repairs of plumbing or mechanical systems are exempt from the requirements flame spread Index values not greater than those of paper of this thickness cemented to a or more risers. 1 Where then of this section. 8408.5 Removal of debris. 1A duct ori-leaka t osings of treads at the side of a flight extend under the edge of a floor opening through The under-floor grade shall be cleaned of al v equired where the ducts and air handlers are located entirely noncombustgble backing. egetation and organic material AI wood forms used fa fie est shah not be r Exception: A switch Is not required where remote, central or automatic control of lighting is provided which the stair passes, the floor opening shag be allowed to project horizontally into the required R314.3 Location placing concrete shall be removed before a building is oc cupied or used for an within the buldin thermal envei headroom not more than 4 3/4 inches (121 mm), y purpose. os 9 oPe• 830292 Smdce-developed Index. Smoke alarms shat be Installed h the following locations: construction materials shag be removed before a budding is occupied or used for any purpose. 8303.8 Exterior stairway iuumhation 2 The headroom for spiral stairways shall be in accordance with Section R3117.10.1 1 h each sl R408.6 Finished ge qui erving heat or energy recov ventilators Q� Wag and cealrhg finishes shat have asmoke-developed Index of not greater than 450. eepinq room grade. 2A duct ori-leaka test shah not be re red for ducts s ery Exterior stairways shag be provided with an artificial fight sorce located at the top landing of the 2 Outside each separate sleeping area In the irmediate vicinity of the bedrooms. The fhushhed grade of underfloor surface shag be permitted to be located at the bottom of the that are not integrated with ducts serving heating or cooling systems. stairway.Exterior stairways providing access to a basement from the outdoor grade level shag be R3117.3 Vertical rise. footings; however, where there is evidence that the 830210 Flame spread index and smoke-developed Index for Insulation 3. On each additional s,ory of the dwelling , hdudhg basements and habitable attics and not including grouxJwater table can rise to within 6 indnes f152 provided with an artificial light source located at the bottom lancing of the stairway A fight of staffs shall not have a vertical rise larger than 147 holies (3734 min) between floor levels or min) of the finished floor at the bul ' A written r t of the results of the test shag be s' ed b the Flame spread and smoke-developed index for Insulation shat be ill accordance with Sections 830210.1 crawl spaces and unhtat�itable attics . h dwellings or dweing units wfttn split levels and wfthart an ding perimeter or where there is evidence that the strface water � Ign y party corxiicting the test and though 830210.5 landings. Intervening door between the adjacent levels, a smoke alarm installed on the upper level shah suffice for does rat readily drain from the building site, the grade h the under-floor space shah be as high as the provided to the balding official. U 8304.1 Wnhnum area. the adjacent lower level provided that the lower level is less than one full story below the ripper level outsidfe finished grade ,unless an approved drainage system Is provided. t--4 R30210.1 Insulation. Habitable rooms shal have a floor area of not less than 70 square feet (6.5 m ). R3117.4 Walking. 4. Smoke alarms shag be instaled not less than 3 feet (914 men)horizontay from the door or opening N1103.5.1(R403.5.1)Heated water circulation and termperature maintenance systems ,(Mandatory). O Insulation materials, inckxfing facings, such as vapor retarders and va r able membranes Installed Exceptbrc Kitchens. The wakine across winder treads shal be concentric to the curved direction of travel through the tun of a bathroom that contains a bathtub or shower unless this wall R408.7 Flood resistance. Heated water circulation systems shag be h accordance with Section N1103.5.11 Heat trace tem Po� and located 12 Inches (305 nm) from the side where the winders are narrower.The 12-hoh (305 mm) prevent placement of a smoke maintenances stems shag be In accordance with Section N1103.5.12 Automatic controls, t ature a Q„i within floor-ce>ilinq assembles, roof-ceTrnq assembles, wag assemblies, crawl spaces and attics shag have alarm required by Section 8314.3 For bulcings located in flood hazard areas as establshed h Table R3012(U Y emperatue a flame spread Index not to exceed 25 with an acabmpanyhg smoke-developed Index not to exceed 8304.2 Minimum dimensions' dimension shag be measured from the widest point of the dear stair width at the waking surface of the sensors and pumps shal be accessible. Manual controls shall be ready accessible. w Habitable rooms shat be not less than 7 feet (2134 min) h any horizontal dimension winder. If winders are adjacent within the flight, the pont of the widest clear stat width of the adjacent R314.4 Interconnection. 1 Wags enclosing the under-floor space shal be provided with flood T�.h 450 where tested h accordance with ASTMT23. openings In accordance with `.J Exception:Kitchens. winders shall be used Section R322.22 N1103.5.11 (R403.5.1TCYalation s stems. Exceptions: Where more than one smoke alarm is required to be Installed within an Individual dweing unit in y 1 Where such materials are installed h concealed spaces, the flame spread index and smoke-developed accordance with Section R314.3, the alarm devices shag be Interconnected h such a manner that the 2. The finished ground level of the under-floor space shal be equal to or higher than the outside Heated water circulation systems shag be provided with a circulation pump. The system return pipe shag index imitations do nota 8304.3 Height effect on room area. 83117.5 Stair treads and risers. e�a it Physical fhushed and levehl on at least one side. be a dedicated return or a cold water y pply to the facings,provided that the facing is Installed in substantial contact actuation of one alarm�activate al of the alarms h the Individual ilio gr PPe supply pipe. Gravity and thermosyphan circulation s stems Portions of a room with a sloping ceikhg measuring less than 5 fee (1524 mm)or a furred ceiling Stair treads and risers shal meet the requirements of thus section.For the purposes of this section Exc tion Under-floor shal be with the unexposed surface of the ceding, floor or wish finish. htercomection of smoke alarms shat not be required where fisted wireless alarms are installed and ah stip� spaces that meet the requirements of FEMA proMbited Controls for circulating hot water system pumps shag start the pump based on the 2. Celk/ose fiber loose-fill Insulation, that is not s ra a measuring less than 7 feet (2134 mm) from the finished floor to the finished eei'ing shag not be dimensions and dimensioned surfaces shal be exclusive of carpets,nips or nursers. identification of a demand for hat water within the occ and The controls shag automatica tun off p y pPged complying with the requirements of Section alarms sotnd upon activation of one alarm uP Y• gY R302.10.3, shal not be r considered as contributing to the minimum required habitable area for that room R302-11 Freblodk' the equhed to meet the smoke developed index of not mors than 450 and shat be Exception: Intercomectbn of smoke alarms in existirhg areas shah not be regained where alterations or �• pump when the water In the circulation loop is at thine dashed temperature and) when there is no required to meet a smoke-devenloped index of not m(xe than 450 where tested 'n accordance with 831/7.5.1 Risers. repairs do not result h removal of Interior wag or ceing frushes exposng the structure,unless there is h combustible construction, fire-blocking shal be provided to ant off both vertical and horizontal demand for hot water. 8305.1 Muumun height. The riser height shag be not more than 8 V4 inches (209 mm).The risershal be measured verticaly p provide access for interconnection without the concealed draft openings and to form an effective fie barrier between stories,and between a top CAN/lAC S1022. an attic , crawl s ace a basement available that could 3. Foam plastic Insulation shal c Habitable space, halways and portions of basements containing these spaces shag have a ceiling between leading edges of the adjacent treads. Thhe greatest riserheight within any fight of stairs shag stor and the roofs ace. N1103.5.12 (R403.5.12)Heat traces stems. ormply with Section 8316 removal of interior finishes. 8314.5 ComWnation alarms. Y P Y height of not less than 7 feet (2134 mm). Bathrooms, toilet rooms and laundry rooms shal have a ceiling not exceed the smallest by more than 3/8 Inch (9.5 mm).Risers shag be vertical or sloped from the Combination smoke and carbon monoxide alarms shal be permitted to be used h lieu of smoke alarms. Freblooking shall be provided h wood-framed constriction h the following locations: Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall height of not less than 6 feet 8 inches (2032 min). underside of the nosing of the tread above at an anglenot more than 30 degrees (0.51 rad) from the 1 h concealed s aces of stud wags and artitions, ' automatical ad t the ener 8302.10.2 Loose-fill Insulation P p inducing fared spaces and parallel rows of studs or Y lure gy Input to the heat tracing to maintain the desired water temperature In Exceptions: vertical. Open risers are permitted provided thhatthe openings located more than 30 holies (T62 min),as R314.6 Power sauce. staggered studs, as follows: the piping In accordance with the tines when heated water Is used h the o Loose-fir Insulation materials that cannot be mounted in the ASTM E 84 or UL 723 apparatus without a ccupancy. screen or artificial supports shall c 1 For rooms with sloped ceilings, the required floor area of the room shag have a ceiling heighht of not measured vertically, to the floor orgrade below do not permit the passage of a 4-hoh-diameter(102 11 Verticall at the cel and floor levels. omply with the flame spread and smoke-developed fnnits of Section Smdce alarms shat receive thea primary power from the bugdng wiling winners such wiring is served from y � less than 5 feet(1524 mm) and not less than 50 percent of the required floor area shag have a ceiling mn)sphhere. 12 Horizontag N1103.6 (R403.6)Mechanicai ventilation (Mandat 8302,10.1 where tested in accordance with CAN/ULC S1022. a cammmerdal source and,where primary power is htempted, shat recenive power from a battery. Wiling Yat intervals not exceeding 10 feet (3048 min). ory). ep equired to be tested h accordance with CAN/ height of not less than 7 feet (2134 mrnl. Exceptions: shag be g equired for overcurrent 2• At Interconnections between concealed vertical and horizontal spaces such as occur at soffits,drop The bulc*V shhall be provided with ventilation thhat complies with the requirements of Section M1505 or Exc tion: Cehuioslo fiber loose-fill Insulation shah not 15e r permanent and without a disconnectIn switch other than those r ULC S1022,provided such insulation complies with the r 2 The celing height above bathroom and toilet room fixtures shall be such that the fixture is capable 1 The opening between adjacent treads is not imited on spiral tairways cei s egirements of Sections 8302.10.1 and 8302.10.3 protection. ng and cove ceings. with other approved means of ventilation. Outdoor air Intakes and exhausts shag have automatic or of being used for its intended purpose. A shower or tub equipped with a showerhead shag have a 2 The riser height of spiral stairways shag be h accordance with Section R311.7.10.1 Exceptions: 3. h concealed spaces between stair stringers at the top and bottom of the nn Enclosed spaces gravity dampers that dose when the ventlation system is not operating. ceing height of not less than 6 feet 8 Inches (2032 mr0 above an area of not less than 30 Inches per y operated where hstaled in buildings without commercial under stairs shag comply with Section R302T. 830210.3 Cellulosic fiber hose-fir insulation 1 Smoke alarms shag be muted to be batter amply P 9e (762 mm) by 30 holies(762 mm) at the showerhead R3117.5.2 Treads. 4. At o pipes, ducts, cables and wires at oeing and floor level, with an approved Cellulosic fiber hose-fir insulation shat c with CPSC 16 CFR,Parts 1209 and 1404. Each acka power. penIngs around vents, N1104.1 (R404.1)Lighthq equipment /Mandatory). 3. Beams, girders, ducts or other obstructions h basements containing habitable space shall be The tread depth shag be rat less than 9 inches (229 mmil. The tread depth shag be measured 2 Smoke alarms installed in accorddance with Section R314.22 material to resist the free passage of flame and products of combustion The material filing thus annular Not less than 90 percent of the permanently Installed ighting fixtures shall contain only hhigh-efficac of such insulating material sinal be clearly labeled in accordance with CPSC 16 CFR Parts 1209 and permitted to project to within 6 feet 4 Indies (1931 min) of the finished floor. horizontal between the vertical lanes of the foremost y 1404. Y P projection ofadjacent treads and at a right space shah not be required to meet the ASTM E 136 requirements. tamps• R305.11 Basements. angle to the treads leading edge. The greatest tread depth withhhany fight of stairs shag not exceed SECTION R315 5. For thhe freblocking of chi neys and freplaces, see Section R1003.19. R302.10.4 Exposed attic insulation Portions of basements that do not contain habitable space or hallways shag hhave a ceing height of not the smalest by more than 3/8 Inch(9.5 mm)d CARBON MONO)4DE ALARMS 6. Fireblockhg of cornices of a two-fainly dweing Is required at the line of dweling unit separation Exposed insulation materials installed on attic floors shag have a critical radiant flux not less than 0.12 less than 6 feet 8 holies (2032 mm). R315.1 General . watt per square centimeter. Exception: At beams, girders, ducts or other obstructions, the ceiling height shall be not less than 6 feet 83117.521 Wnder treads. Carbon monoxide alarms shag comply with Section R315 R30211.1 Fteblocking materials. 4 inches (1931 mm) from the finished floor Wnder treads shag have a tread depth of not less than 10 inches (254 min)measured between the Except as provided h Section R302.11,Item 4, fire>blocking shag consist of the following materials_ 0 vertical planes of the foremost projection of adjacent treads at the intersections with the waking. R315.11 Listin 1 Two-inch (51 mm)nominal luumber. � � 8302.10.5 Testing. lis. Tests for critical radiant flux shall be made in accordance with ASTM E 970. SECTION 8309 GARAGES AND CARPORTS Winder treads shag have a tread depth of not less than 6 Inches (152 min)at any point within the dear Carbon monoxide alarms shag be listed h accordance with UL 2034. Combination 2 Two thicknesses of 1-hch (25.4 mm) nominal lumber with broken lap joints. M 830211 Fireblockhhg. R3025 Dwellig-garage opening and penetration protection width of the stair. Within any flight of stairs, the largest winder tread depth at the waking shag not carbon monoxide and smoke alarms shah be fisted in accordance with UL 2034 and 8315.2 Where 3. One thickness of 23/32 -inch(18.3 mm) wood stnictLral panels with joints backed by23/32 -Inch h combustible construction, fire-blockhg shag be Openings and penetrations through the wags or ceilings separating the dwelling from the garage shall be exceed the smallest winder tread by more than 3/8 inch (9.5 min). Consistently shaped winders at the r (18.3 mm) wood structural provided to cut off both vertical and horizontal h accordance with Sections R3025.1 through R3025.3 waking shal be slowed within thhe same fir t of stairs as rectangular treads and do not hhave to be Carbon i 4.One thickness of 3/4 -incih�(19.1 mm) articleboard with ' ints backed b 3/4 -iah(19.1 min) '� 0 � concealed draft openings and to form an effective fie barrier between stories, and between a top � Carbon monoxide alamma shag be provided In accordance with Sections 8315.2.1 and 8315.22 P 10 Y p story and the roof ace. Fireblook shhal be within 3/8 Inch(9.5 mm) of the rectangular tread depthh article-board sip ling providerd h wood-framed construction h the following P � �- bcations: Openin 1 Opening protection Exception:The tread depth at spiral stairways shag be h accordance with Section R31'L7.10.1 R315.2-1 New construction. 5. One-half-arch(127 mm) gypsum board Openings from a private garage directly Into a room used for sleeping purposes shad not be permitted 6. One- rter-hoh (6.4 mm) cement-based mbboard O Z 1 h concealed spaces of stud wags and partitions,inducing fared spaces and parallehl rows of studs or For new construction, carbon monoxide alarms shat be provided h dweing outs where either or both of qua � C � staggered studs, as follows: Other openings between thine garage and resklence shat be equipped with sold wood doors not less 83117.5.3 Nosings. the following conditions exist. 7. Batts or blankets of mineral wool or glass fuer or other approved materials installed h such a than 1 3/8 inches (35 min) h thickness, solid or Honeycomb-core steel doors not less than 1 3/8 The radius of curvature at the nosing shag be not greater than 9/16 inch (14 mail. A nosing projection i The dweing unit contains a fuel-fired manner as to be secure pl `` � 11 Vertically at the ceiling and floor levels. appilance. ly retained in ace. N 00 Inches (35 mn) thhick, or 20-minute fire-rated doors,equipped with a serif-slosh device. not less than 3/4 Inch (19 mm) and not more than 1 V4 Inches (32 mm) shag be ovided on stairwa s 8. Cellulose Insulation Installed as tested in accordance with ASTM E 119 or UL 263, for the s ecific 4- 12 Horizontally at intervals not exceeding 10 feet (3048 mm). ® Y 2. The dweling unit has an attached garage with an opening that comma nicates with the dwelling unit. P 2. At Interconnections between concealed vertical ani horizontal spaces such as occur at soffits, drop with sold risers. The greatest rasing projection shall not exceed the smallest nosing projection by more appication. R302.5.2 Duct penetration. than 3// inch (9.5 mail between two stories, including the nosing at the level of floors and la s O U ceilings and cove ceilings nding • R315.22 Alterations,repairs and additions. 3. In concealed Ducts h the garage and ducts penetrating the wags or ceings separating thhe dwelling from the garage Beveling of nosings shag not exceed V2 Inch (127 mm). O � spaces between staff stringers at the top and bottom of the run Enclosed spaces Where alterations,regains or additions requiring a permit occur, or where one or more sleeping rooms SECTION 8807 ATTIC ACCESS shall be constructed of aminhnum No. 26 gage(0.48 mn) sheet steel or other approved material and Exc tion.A nosing projection is not r = CV under stairs shall comply with Section R302.7 eP squired where the tread depth is not less than 11 Inches (279 are added or created In existing dwellings , the Individual dwellng unit shall be equipped with carbon R807.1 Attic access. T 0 shag not have openings into the garage m ). B� 4. At openings around vents,pipes, ducts, cables and wines at ceding and floor level with an approved monoxide alarms located as required for new dweings , dings with corrhtwst�ble ceilhng or roof construction shag have an attlo access opening to attic areas material to resist the free passage of flame and products of combustion. The material fang this annular 2 Where handrail fittings or berxings are used to provide continuous transition between fights, Exceptions: that hhave a vertical height of 30 inches (762 mm) or greater over an area of rat less than 30 square M ace shag not be re ed to meet thhe ASTME 136 d R302-&3 Other penetrations. transitions at winder treads, the transition from handrail to guard ,or used at the start of a fight, the 1. Work involv' the exterior surfaces of dwell s , such as the re lacement of roofIn or sir feet (2.8 m ). The vertical hen t shall be measured from the t of the ceing framing members to the C sip dluh equition R1. Penetrations through the separation required in Section R302-6 shal be protected as required by Section handrail hen t at the fifths or bend' shal be p g ' or the G 5. For the flreblockhhg of ourmeys and freplaces,seep Section 81003.19 9h 9 nils permutted to exceed 38 inches (956 mril. addition or replacement of windows or doors, or the addition of a porch or deck, is exempt from the underside of the roof framing members. The roughlyframed opening shat be not less than 22 Inches by 830211 6. Frebbdcing of cornices of a two-fainly dwelling is regired at the line of dweiing out separation reglrements of this section 30 Inches (559 mm by 762 mm) and shah be located In a natway or other really accessible location. R3117.82 Continuity. 2 installation, alteration or repairs of pl mbimg or mechanical systems are exempt from thhe requirements Where located in a wall,thhe opening shall be not less than 22 Inches wide by 30 Inches high (559 mm R3026 Dwe fling-garage fie separation Handrails for stairways shag be conti nous for the full length of the flight,from a point erectly above of this section. wide b 762 mm hu Where the access is located 'n a cei minim m unobstructed hheadroom h the 8302111 Firebbdkhg materials. y �• � Except as provided h Section 830211 item 4, firebloddng shat consist of the following materials. The garage shall be separated as required by Table R3026 Openings in garage wags shal comply with thhe top riser of the fight to a point directly above the lowest riser of the flight. Handrail ends shag be attic space shag be 30 Inches (762 mm)at some point above the access measured vertically from the 1 Two-Inch ro ded nominal kxnber. Section R3025. Attachment of gypsum board shall comply with Table R7023.5. The wag separation retuned or shag terminate h newel posts or safety terminals.Handrails adjacent to a wag shag have a R315.3 Location bottom of ceing framing members. See Section M1305.13 provisions of Table R3026 shal not apply to garage wags that are perpendicular to the adjacent space of not less than 1 V2 hones (38 mril between the wall and the handrails. Carbon monoxidde alarms h dw 2 Two thicknesses of 1-inch (25.4 mm) nominal lumber with broken lap joints aging units shat be hstaled outside of each separate sleeping area in the dwelling unit wad Exc tions: nng appliance Is located within a bedroom or its 3. One thhid<ness of 23/32 -huh (18.3 mm) wood structural panels with joints backed by 23/32 -Inch 1 Handrails shat be ermitted to be ht immediate vloihity of the bedrooms. Where a fuehl-lou ' (18.3 mril wood structural panels. p errupted by a newel post at the tun attached bathroom,a carbon monoxide alarm shag be Installed within thhe bedroom R905A2 be barriers. 4. One thickness tr tur -Inch (19.1 mail particleboard with joints bad<ed by 3/4 -inch(19.1 mm) SECTION R310 EMERGENCY ESCAPE AND RESCUE OPENINGS 2 The use of a volute, turnout, starting easing or starting newel shal be abwed over the lowest tread h areas where there has been a history of Ice forming along the eaves causing a backup of water as o particle-board. R315.4 Combination alarms. designated In Table R30120), an ice barrier shag be installed for asphalt shingles,metal roof shingles, r 5. One-half inhch (127 mm) gypsum board. R310.1 Emergency escape and rescue opening required Basements,habitable attics and every sleeping R3tt7.8.3 Grip-size. Combination carbon maaxkJe and smoke alarms shhal be pernhitted to be used h leu of carbon mineral surfaced roll roofng, slate and slate-type shingles, wood shingles and wood shakes. The Ice N .- room shal have not less than one operable emergency escape and rescue opening. Where basements Required handrails shhal be of one of the following types or provide equivalent graspabity, monoxide alarms. barrier shag consist of not fewer than two la ers of uhderla M v au 6. One-quarter-hon (6.4 mN cement-based miboard. y yment cemented together, or aself-adhering M c� c E contain one or more sleeping rooms, an emergency escape and rescue opening shag be recluhed In 1 Type L Handrails with a circular cross section shag have an outside diameter of not less than 1 V4 I er-modified bitumen sheet shah be used h ace of normal underla 7. Batts or blankets of mineral wool or glass fiber or other approved materials Installed h such a Po Ym pit ymant and extend from the °� ti ai c0i each sleeping room. Emergency escape and rescue openings shal open directly into a pubiic way, or to Inches (32 mail and not greater than 2 Inches (51 mm). If the handrail is not circular, it shah hhave a R315.5 Power source. lowest e s of al roof surfaces to a X ^ e manner as to be seouely retained h place. dgg pont not less than 24 Inches (610 mril Inside the exterior wall ado � _ .r 8. Cellulose Insulation installed as tested In accordanaa with E 119 or UL 263,for the a yard or cart that opens to a public way. Exception: Storm shelters and basements used only to perimeter dimension of not less than 4 inches (102 mn) and not greater than 6 V4 Inches (160 mm) Carbon monoxide alarms shah receive their imar fine of the buil On roofs with m c0 co e specific application. house mechanical t not exceeding a total floor area of 200 s pr y power from thine building wting where such wiring is barcier shag also be slope equal to or greater than 8 tuts vertical h 12 units horizontal,the rn m 0 equipmen quare feet (18.58 m). with a cross section of dimension of not more than 2 V4 Inches (57 mm). Edges shag have a radius of served from a commercial source annd, where primary power is interrupted shah receive power from a appg not less than 36 holies (914 mm)measured along the roof slope from 83021111 Batts or blankets of mineral or ass fiber. Batts or blankets of mineral or ass fgber or other not less than 0.01 Inch (0.25 mm). battery. Wring shal be the eave edge of the building. . `- X o 0 8310.11 Operational constraints and en control devices Emer openings 2 T I. Handrails with a greater than 6 1/4 inches (160 min)shhal have a permanent and without a disconnecting switch otther than those required for approved nonrigid materials sinal be op nq gency escape and rescue ype perimeter graspable finger overt rrent otection. Exc tion:Detached accesso a co permitted for compliance with the 10-foot(3048 mm) horizontal pr aP' ry structures not contaihhg conditioned floor area Z tL shag be operational from the inside of the room without the use of keys,tools or special knowledge. recess area on both sides of the profile. Thhe finger recess shall be gin within a distance of 3/4 Inch (19 Exc tions: v � U p firebdodking in wags constructed using parale l rows of studs or staggered studs. Vw4ndow eP m E opening control devices complying with ASTM F 2090 shah be permutted for use on windows min) measured vertically from the tallest portion of the profile and achieve a depth of not less than 1 Carbon monoxide alarms shall be permitted to be battery operated where installed h buldngs withhout R905.24.1 Wind resistance of asphalt shhingles. 0 � oc, .°) serving as a required emergency escape and rescue opening. 5/16 Inch(8 ern) withn 7/8 inch(22 mm) below the widest portion of the rofile. This re red d tin commercial ogles shat be tested h accordance w(th ASTM D 7158. Asphhait stfrngles shat meet the � ha '' L a R302.tt12 Unfaced fiberglass. P qui eP power. Asphalt shi Unfaced fiberglass batt Insulation used as fireblocking shhag fir the entire cross section of the wag cavity shah continue for not less than 3/8 Inch(10 rrrril to a level that is not less than 1 3/4 inches (45 mni) 2. Carbon monoxide alarms installed h accordance with Section R31522 classification requirements of Table R905.2.4.1 for the appropriate ultimate design wind speed Asphalt •@ r_ M M = to a hheight of not less than 16 inches(406 mN mea:sured vertically. Where R3102 Emergency escape and rescue openings. below the tallest portion of the profile. The width of the handrail above thhe recess shag be not less shingle packaging shall bear a label to indicate con iance with ASTM D 7158 and the re ed -Y plphg, conduit or similar Ener enc esca a aril rescue sped c ~ au obstructions are encountered the insulation shal be packed tightly aro nd the obstruction g y P openings shag have minhwn dimensions as fled In thus section, than 1 V4 Inches (32 mm) and not more than 2 3/4 hones (70 min). Edges shaft have a radius of rat dassification In Table R90524.1 the scope of ASTM D 7158 shal be tested and labeled to Indicate uo U � .N less than 0.01 Inch (0.25 mm). SECTION R317 compliance with ASTM D 3161 and the r do M '- -0 opening area. squired classification h Table 8905.2.4.1 da ab R302.1113 Loose-fir insulation material Emergency and escape rescue s shag have a net dear PROTECTION OF WOOD Alm WOOD-BASED PRODUCTS AGAINST DECAY o`to E Loose-fir insulation material shat rat be used as a freblodk anuses speciflcagy tested h the form and opening opening of not less than 5.7 square feet R3117.8.4 Exterior plastic composite handrails. Plastic composite exterior handrals shal comply with the R317.1 Location required SECTION M2201 OL TANKS N c W manner Intended for use to demonstrate its albiTi to remain In ace and to retard the (0.530 m ). Thhe net clear opening dimensions required by thus section shag be obtained by the normal requirements of Section R507.3 Protection of wood and wood-based oducts from decor shal be ovided h the followin locations b M22012 Above-ground tanks. 0 ty pit spread of fre operation of the emergency escape and rescue opening from the Inside. The net dear height opening the use of natural durable wood or ood that is Y g Y The maximum amo nt of fuel of stored above ouhd or inside of a build' shall be 660 alons (2498 and hot gases. shah be not less than 24 Inches (610 min) and the net clear width shag be not less than 20 holies R3118 Ram s. Y pr resew lives hall In acted InnSe with AWf A Ul Gr ng g o- p for the spades, product,preservative and end use. Preservatives shag be fisted h Section 4 of AWPA L). The supply tarok shall be supported on rigid noncombustible supports to prevent setting or shifthhg 8302112 Freblocking Integrity. (508 mm). R3118.1 Maxiurm slope. U1 Exception:The storage of fuenl ol, used for space or water heating, above grand or inside buldngs h The Integrity of fire-blocks shat be maintained Exception:Grade floor or below grade openings shall have a net dear opening of not less than 5 Ramps serving the egress door required by Section R3112 shall have a slope of not more than 1 unit 1 Wood joists or the bottom of a wood structural floor when closer than 18 Inches (457 mm) or wood quantities exceeding 660 gallons (2498 D shag comply with NFPA 31 square feet(0.465 m ). vertical in 12 tuts horizontal (8.3-percent slope). AI other ramps shah have a maximum slope of 1 unit girders when closer than 12 inches (305 mm) to the exposed ground h crawl spaces or unexcavated 830212 Draftstopphg. vertical in 8 units horizontal (12.5 percent). area located within tine periphery of the buidng foundation M2201.2.1 Tanks within buildings. 8310.2.2 Wndow sill height. Exception-Where it is technically Infeasible to comply because of site constraints, ramps shag have a 2 Wood fran*V members that rest on concrete or masorc tanks for use Inside of buldin 0 In combustible construction where there is usatble space both above and below the concealed space of y exterior fouundation walls and are less than �PPIY lis shah be of such size and shape to permit hstatation and n9 Y P P Where a window is provided as the emergency escape and rescue opening,it shah have a ail height of slope of not more than 1 vertical h 8 units horizontal 8 Inches (203 mm) from the BACK TO TO ex removal from dw Supply tanks larger than 10 gallons (38 L) shag be placed not a floor dei assembl , draftsto s shhal be installed so that the area of the concealed s ace does not posed grodrxl. elfngs as whole urate. exceed 1,000 square feet (929 m).Draftstopping shed divide the concealed space into approximately not more than 44 inches (1118 mril above the floor, where the sir height Is below grade ,it shag be 3. Sigs and sleepers on.a concrete or masonry slab that is h direct contact with the ground u less less than 5 feet(1524 mr0 from any fire or flame eithher within or external to any fuel-burning appliance. provided with a window well h accordance with Section R3118.2 Landings required s arated from such slab b equal areas. Where the assembly is enclosed by a floor membrane above and a ceding membrane ep y an impervious mcisture barrier. �11� below, draftstopping shall be provided h floor-ceiling assemblies under the following circumstances: There shal be a floor or larding at the top and bottom of each ramp, where doors open onto ramps, 4. The ends of wood girders entering exterior masonry or concrete wags having clearances of less than M22012.2 Outside above-ground tanks. R310.23 Window well. and where ramps change erections. Thhe width of the landing perpendicular to the ramp slope shal be / Inch (12.7 mril on to s sides and ends. Tanks installed outside above ound shag be a mInhnrm of 5 feet (1524 mm from an ad' 1 Ceiling is suspended under the floor framing P , gr )ohing Property The horizontal area of the window well shah be rat less than 9 square feet (0.9 m),with a hor¢ontal rat less than 36 Inches (914 mmil. 5. Wood sidin shea 2. Floor framing is constructed of truss-type open-web or perforated members. g, thing and wag framing on the exterior of a budding having a clearance of less than line. Such tanks shag be suitailbly protected from thine weather and from physical damage. M22013 projection and width of not less than 36 inches(914 mn). The area of the window well shag alow the 6 hones (152 mrn)from the ground or less than 2 hahes (51 mm) measured vertically from concrete Undergrond tanks. V) emergency escape and rescue opening to be fully opened. R3118.3 Handrails required st s 830212.1 Materials. ep , porch slabs,patio slabs and shtmiar horizontal surfaces exposed to the weather. Exception: The ladder or steps required by Section R310.23.1 shhall be permitted to encroach rat more Handrals shag be provided on rot less than one side of ramps exceeding a slope of one unit vertical In 6. Wood structural members s o -permeable floors or roofs that are exposed to the Draftstopping materials shat the not less than V2-hhch (12.7 rem) gypsum board, 3/8 -Inch(9.5 mm) app rthg moisture SECTION M1502 wood structural panels or other approved materials addequately supported.Draftst than 6 hones (152 mm) into the required dimensions of the window well. 12 units horizontal (8.33-percent slope). weather, such as concrete or mason slabs, u less s arated from such floors or roofs b an CLOTHES DRYER E)HAUST N oPPinq shat be hstaled Y eP Y parallel to the floor framing members unless otherwise approved by the buking official. The integrity of Impervious moisture barrier. M1502-1 General the draftstops shal be maintained. R3102.3.1 Ladder and steps. SECTION R312 GUARDS AND WINDOW FALL PROTECTION 7. Wood furring strips or other wood framing members attached directly to the Interior of exterior Clothes dryers shall be exhausted In accordance with thhe manufacturers instructions. Window wells with a vertical depth greater than 44 inches (1118 mm) shall be equipped with a masonry wags or concrete wags below grade except where an approved vapor retarder is applied permanently affixed ladder or steps usable with the window h the fully open position Ladders or steps R312.1 Guards. between the wag and the furrIn stri s or framin members. M15022 Ind t exhausts stems. 830213 Fre protection of fbas. g P 9 � Y required by this section shag not be required to comply with Sections R3117 Ladders or nngs shal have Guards shal be provided in accordance with Sections RM-11 Dryer exhaust systems shag be Floor assemblies that are not required elsewhere In this code to be fre-resistance rated shat be independent of al othher systems and shag convey the moisture to thine provided with a V2-Inch(127 mm) gypsum wallboard membrane, 5/8 -inch(16 mn) wood structural an inside width of not less than 12 fiches (305 mm), shat project not less than 3 Inches (76 mm)from outdoors. the wall and shall be spaced not more than 18 inches (457 mm)on center vertically for the full height of R312-11 Where required R4013 Drainage. Exception:This section shag not apply to fisted and labeled conden ening (ductless) clothes dyers. � andel membrane, l equivalent on the underside of thg floor framing member. Penetrations n openings the window wet Guards shal be boated abnq open-sided waking surfaces, including stairs,ramps and lanciirhgs, that are Surface drainage shag be diverted to a storm sewer conveyance or other approved point of collection rX ducts,vents,tra ions outlets, tghtirhq devices,lur�inaies,wiles, speakers,drainage, piping and similar located more than 30 Inches (762 mm)measured vertically to the floor or grade below at any point that does not create a hazard Lots shad be graded to drain surface water away from foundation wags. M1502.3 Duct termination 1�s or penetrations sinal be permitted R3102-3.2 Drainage. within 36 hones (914 mm)hortzontay to the edge of the open side. Insect screening shag not be The grade shah fag a minmun of 6 Inches (152 min) within the first 10 feet (3048 mail. Exhaust ducts shag terminate on the outside of thhe bulding. Exhhaust duct terminations shag be In acco, Window wells shag be designed for proper drainage by connecting to the building's foundation drainage considered as a guard . Exception: Where lot ine,s,wags, slopes or other physical barriers prohibit 6 hones (152 mm) of fah accordance with the dryer manufacturers Installation Instructions. If thhe manufacturer s Instructions do '�' 2 Fl�QernbGes located directly over a space protected by an automatic sprn kler system in system required by Section R405.1 or by an approved alternative method within 10 feet (3048 mm),drahs or swales shag be constructed to ensure drainage away from the not specify a termination location the exhaust duct shag terminate not less than 3 feet(914 mm)In 3 Portbnsth Section d dire NEPA 13D, or other approved equivalent sprinkler system Exception: A drain s stem for window wells is not required where the fo ndation is on well-drained R31212 Impervious surfaces within 10 feet (3048 mm) of the buildin foundation shag be sl � tiles located dhectiy overawl space not Intended for storage orfuel-fired appiar�s. � y Height• structure. g aped a direction from openings Into holdings. Exhaust duct terchminations stinal be equipped with a badkdraft r..> 3.1 The agg If assemblies shag be tted to be unprotected where complying with the followin sol or sandgravehl mixture soils In accordance with the United Sol Classification System,Group I Soils, as Required guards at open-sided waking surfaces, hdudng stairs, porches, baloonues or landings,shal be mhumum of 2 percent away from the building damper. Screens shag not be installed at the duct termination -- story detailed In Table R405.1 not less than 36 holies (914 mm) h height as measured verticay above the adjacent waking surface 32 Fireblodc vee of the tuprotected portions clogs rat exceed 80 square feet(T.4 m )per ding edges of thhe treads. or the fine connecting the lea 8404.16 HEIGHT ABOVE FNSFED GRADE SECTION M1503 uprotected portion R310.4 Bars, grilles,covers and screens. Exceptions: Concrete and masonry foundation wags shag extend above the finished grade adjacent to the RANGE HOODS . dance with Section 8302111 is installed along the perimeter o the pe open sidles of stairs shag have a height not less than 34 Inches (864 min) measured points a minimumm of 4 Inches (102 mrn) where masonry veneer is used and a minimum M1503.1 General A' 4• Wood floor asseKrnb4�rate the unprotected portion from the remainder of the floor assembly. Bars, gigs, covers, screens or sinmgar devices are permitted to be placed over emergency esca and 1 Guards on the fondation at all 2-inch by'b-nch (50.8 Ming dimension lumber or structural composite lumber equal to or greater than rescue openings, bulkhead enclosures, or window wels that serve such openings,provided that the verticay from a line connecting the leading edges of the treads. of 6 Inches (152 mn)elsewhere. Range hoods shag discharge to the outdoors through a duct. The duct serving the hood shal have a demonstrating equivalent fire254 mrn) nominal dimension,or other approved floor assemblies minimtm net clear opening size complies with Sections 11310.1.1 ,and such devices shag be releasable 2 Where the top of the guard serves as a handrail on the open sides of stairs, the top of the guard smooth interior surface, shal be air tight,shag be equipped with a backdraft damper and shag be or removable from the inside without the use of a key, tool special knowledge or force greater than shag be not less than 34 Inches (864 mrn) and not more than 38 holies (965 mail as measured 404.17 BACKFLL PLACEMENT. independent of ah other exhaust systems. Ducts serving range hhoods shall not terminate h an attic or SECTION 8303 nrmance. that re ed for the normal operation of the escape and rescue opening vertical from a line connecting the leading edges of the treads. Backfll shag not be placed against the wall until the wag hhas sufficient stn ""'""• LIGHT, VENTILA1 ly ength and has been anchored space or areas inside the bu�dng. _w ,-, . to the floor above,a has been sufficien braced to -� ,°' r� 4ND FEATNG tly prevent damage by the backfll. Exception:Where Installed In accordance with the manufacturers Instructions, and where mechanical or I � ,n'r . . DRAWN: CC 8303.1 Habitable rooms. R3121.3 Opening Imitations. natural ventilation is otherwise provided listed and labeled ductless range hoods shall not be required to �•� br 14�"'E-". a.''' Habitable rooms shaft have an a SECTION R311 MEANS OF EGRESS Required guards shall not hhave openings from the waking surface to the required guard height that SECTION R406 FOUNDATION WATERPROOFING AND DAMPPROOFING discharge to thhe outdoors. C;�` �',*,� SCALE: AS NOTED such rooms. g9 agate allow ansa of a ` '` p fie sphere 4 inches (102 mN h diameter. i .. Natural ventilation snap be thr`d ng area of rot less than 8 percent of the floor area of R3T11 Means of egress. Exceptions: 8406.1 Concrete and masonry foundation dampproofY r ,, �uat*' JOB: 20-0008 openings to the outdoor air. Such ylghts,doors,lowers or other a ''" ` '` "° `(` openings�w(ndovis, sir pproved Dweings shah be rovided with a means of egress In accordance with flus section The means of 1 The trio y Except where r exproofed , ;;,."_111' +�: 06/10/22 readily controllable by the be provided with ready access or shah otherwise be P nguiar dPenings at the open side of stair, fomned b the riser, head and bottom rag of a equhed by Section 8406.2 to be wort , j � # 4 9 oaxlpants. Th. egress shall provide a co ntinuuous and unobstructed path of vertical and horizontal egress travel from all guard , shal not allow passage of a sphhere 6 Inches (153 mm) h diameter. fondation wags that retain earth and enclose Interior spaces and floors below grade shal be N110223 (84022.3)Eave Baffle. j, .t * "0, SHEET NO. ,',, _* ` � percent of the floor area bang ventilated �peamable area to the outdoors shah be not less than onions of tthe dweinq to the re red egress door without re ng travel through a garage. The 2 Guiards on the open side of stairs shag rat have higher of (a) the top of thine footing or (b) 6 inches (152 rrrril below the top of For air-permeable insulations in vented attics, a baffle shat be instated adjacent to soffit and save � �•:.o�,�s�``<-,. , r P 4ui q openings that abw passage of a sphere 4 3/8 dampproofed from the required egress door shat drectly into a c wa or to a ard or cart that s to a c Inches (111 mm)in diameter, the basement floor,to the fnished grade. Mas opening equal or greater than the size of the vent. The baffle shal -; v I;e1 Exception: o P Y Y oPan P any worts shat have not less than/ Inch (9.5 min) vents. Baffles shag maintain an 1 The way. portland cement parghg applied to the exterior of thhe wal The parging shah be dampproofed h extend over the top of the attic insulation. The baffle shah be permitted to be any solid material I, I 0":� glazed areas need not(loll n o cin s whole house operable where ting R312-14 Exterior plastic composite guards. accordance with one of the following mechanical ventilations stem is hstaled h a ll is not required by Section 8310 and a R3tt2 Egess door. Plastic composite exterior guards shat co 1 Bitunmhous coat' n -,�„ ,� Z 2. The glazed areas need not be hstaled In ro CCe dance with Section M1507 mply with the requirements of Section R317.4 ng• ons where Excepts 1 is satisfied and artificial fight is Nbt less than one egress door shag be provided for each dwaTro unit The egress door shal be 2 Three ponds per square yard (163 kg/m ) of acrygc modified cement. 4 side-hinged,and shag provide a dear width of not less than 32 Inches (813 mm) where measured TABLER60NAILING AND STRAPPING HOLD DOWN CONNECTIONS (REQUIRED AT EACH BOLDING CORNER) ANCHOR BOLT SPECIFICATION REVISIONS: FASTENING SCHEDULE (REQUIRED AT EACH OVERHEAD GARAGE DOOR JAMB) DATE DESC. NUMBER AND TYPE (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) �• (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONSXAS PER WFCM) 08/26/22 DOB REVIEW ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER-,b,c SPACING AND LOCATION NOTE: �2 SECOND FLOOR ATTACHMENT TYPICAL TYPICAL Roof 48d box(2112"x 0.113")or ALL STRAPPING TO BE 1 1/4'X20 GAUGE STEEL OR 'SIMPSON' EQUIVALENT (REQUIRED FOR ALL NEW CONSTRUCTION AND SECOND FLOOR ADDITIONS) SPACING CORNERS 1 Blocking between ceiling joists or rafters to top plate 3-8d common(2112"x 0.131");or Toe naif CS20 (COILED STRAP) ALL COIL STRAPPING TO HAVE MINIMUM 12' BEARING &-O' o.c. (1-3 story) 6• min. 3-10d box(3"x 0.128");or 3-3"x 0.13,"nails ON WALL STUDS (ALL STRAPPING SHALL BE INSTALLED AS PER MANUF. ADJUSTABLE 12' max. 48d box(2112"x 0.113");or SPECIFICATIONS) ALL STRAPPING TO BE SPACED AT 16' O.C. ALL HANGER 2 Ceiling joists to tap plate 3-8d common( 2112"x 0.13 1");or Perjoist,toe nail CONNECTORS IN CONTACT W/ P/T WOOD SHALL BE FINISHED IN 'ZMAX 3-1 Od box(3 x 0.128");or 3.3"x 0.131"nails POST HOT-DIP GALVANIZED OR STAINLESS STEEL. 410d box(3"x 0.128");or ROOF RIDGE 'SIMPSON' HDU5-SDS2.5 _� • • 3 Ceiling joist not attached to parallel rafter,laps over 3-1 Ed common(3112"x 0.162");or Face nail AT RAFTER TO RIDGE BOARD CONNECTION RAFTER parbtions(see SectiorLR902 52 and JE 8802.5.2) 43"x 0.131"nails BOARD/BEAM FOR RIDGE STRAP - (3) 8D COMMON AT EACH END OF STRAP .�---2-16D COMMON E Ceiling joist attached to parallel rafter(heel joint) NAILS ® 6' O.C. •. a . ,•• :. 4 TableRf502_52 Face nail • E (see section R802=52 and Table 8009 552) FOR ALT. COLLAR TIE - (3) 10D COMMON NAILS AT EACH END FOR FULL LENGTH (D Collar tie to rafter,face nail ar 1114"x 20 ga.ridge 4-1 Bid box(3"x 0.128');or COLLAR TIE OF STUD 5 strap to 3-10d common(3"x 0.148");or Face nail each rafter BLOCKING PLAN • rafter 43"x 0.131"nails AT RAFTER TO RIDGE BEAM CONNECTION ® ENDWALL 3.1 Ed box nails(3112"x 0.135");or 3-1 Od common nails(3"x 0.148");or 2 toe nails on one side and 1 toe nail FOR ADJUSTABLE (10) 10D COMMON NAILS AT FACE 6 Rafter or roof truss to plate 41 Did box(3"x 0.128");or an opposite side of each rafter or trussl JOIST HANGER - (5) 10D COMMON NAILS AT RAFTER 43"x 0.131"nails 'SIMPSON' LSSU28 • ERS 4-16d(3112"x 0.135");or ROOF & END NUT SETUP 3-1 Od common(3"x 0.148");or Toe nail 410d box(3"x 0.128");or NOTE: FOR CATHEDRAL CEILING RAFTER Roof rafters to ridge,valley or hip rafters or roof 43"x 0.131"nails AT SLOPING RAFTERS OR RAFTER TO CELNG _� DOUBLE SILL PLATE o 8 o 7 rafter JOIST `SIMPSON' HDU5 (SINGLE FOR SLAB ON c •� 3.1 Ed box 3112"x 0.135");or HEADER CONNECTIONS PROVIDE , 1 .9 c c to minimum 2"ridge beam , GRADE APPLICATIONS) 2-16d common(3112"x 0.162");or End nail SIMPSON 'LSSU28' ADJUSTABLE HANGER. ROOF ° •; 3-104 box(3"x 0.128");or 3-3"x 0.131"nails N ADDITION TO STRAPPING ® RIDGE. 5/8' DIA. ANCHOR ' RAFTER CEILING BOLTS (TYP.) '•.• m Wali AT RAFTER TO TOP PLATE TO STUD CONNECTION TOP PL. JOIST 16d common(3112"x 0.162") 24"o.c.face nail H8 (5) 10D COMMON NAILS AT EACH END OF STRAP FIRST F LOO R ATTACHMENT m POURED 0 8 Stud to stud(not at braced wall panels) 10d box(3"x 0.128");or 16M Y ;` i 9 Q, o.aface nail BY'SIMPSO (REQUIRED FOR ALL NEW CONSTRUCTION AND FIRST FLOOR ADDITIONS) CONCRETE 3"x 0.131"nails FOUNDATION A4 9 Stud to stud and abutting studs at intersecting wall 16d box(3112'x 0.135");or12"o.c.face nail 'SIMPSON' H8 WALL corners 3"x 0.131"nails (at braced wall panels) 16d common(3112"x 0.162") 16"o.c.face nail NOTE: SECTION 16d common(3112"x 0.162") 16"o.c.each edge face nail ALL CLIPS & STRAPS CAN BE MOUNTED STUD 1 D Built-up header(2"to 2"header with 112"spacer, 16d box 311"x 0.135" 12"o.c.each edge face nail FROM EITHER ALL EXTERIOR OR ALL NOTES : ( 2 ) 'SIMPSON' HDUS-SDS2.5 Q 5-8d box(2112"x 0.113");or INTERIOR, BUT NOT A COMBINATION OF BOTH. -� 1. USE 5/8' DIA ANCHOR BOLTS W/ MINIMUM T EMBEDMENT INTO 11 Continuous header to stud 48d common(2112"x 0.131");or Toe nail •,�----2-16D COMMON CONCRETE W/ 3' SQUARE x 1/4' WASHERS AND END NUT SETUP. 4-10d box(3"x 0.128") ATSTUD TO FLOOR ASSEMBLY NAILS ® 6' O.C. Q 1 E common(3112"x 0.162") 16"o.c.face nail FOR FULL LENGTH 2 ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR OR REPLACED BY 12 Top plate to tap plate 10d box(3"x 0.128");or12"a.c.face nail TO STUD CONNECTION OF STUD HOLD DOWNS FOR SHEARWALLS. ►�i 3"x 0.131"nails (ONLY APPLICABLE FOR TWO-STORY CONFIGURATIONS) BLOCKING 9-1 Ed common -int(3112"x-0-0 62");or Face nail on each side of end 0 DWALL 3. ONE ANCHOR BOLT IS TO BE LOCATED BETWEEN 6' MINIMUM TO 12-16d box(3112'x 0.135");or I MTS 16 12' MAXIMUM FROM ENDS AND CORNERS. 0 13 Double top plate splice 12-10d box(3"x 0.128");or (minimum 2lap splice length each FOR STRAP - (4) 8D COMMON NAILS12-3"x 0.131"nails side of end joint) AT EACH END OF STRAP SHOE PL. 16d common(3112"x 0.162") 16"a.c.face nail SUBS'16d : . BLOCKING AT E N D WA L L W Bottom plate to joist,rimjoist,band joist or 1 FOR ALTERNATE - (14) lOD COMMON NAILS 14 blocking(not at braced wall panels) 3"x box 1 /2 il 0.135");or 12"o.c.face no RIM JOIST FLOOR a 3"x 0.131"nails STRAP CONFlG. FOR EACH STRAP �,' .• (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) 3-16d box(3112"x 0.135");or 3 each 16"o.c.face nail (TWO STRAPS TOTAL) JOIST ' • `: i• Qr 15 Bottom plate to joist,rimjoist,band joist or 2-16d common(3112"x 0.162");or 2 each 16"o.c.face nail •. I RIDGE •' �J blocking(at braced wall panel) '••A. •' ? 43"x 0.131"nails 4 each 15"o.c.face nail • :•• 48d box(21/?"x 0.1 ITT or I n TOP PL. BLOCKING 2 BAYS �► 4104 box(3"x 0.128^);or 3-16d box(3 12"x 0.135");or FOR SECOND FLR - SHEATHING TO OVERLAP �°. ' 4-8dADDITIONS FIRST & SECOND FLOOR & ALL STRAPPING. ANCHORS, HOLD DOWNS,Bd common(2112"x 0.131");or Toe nail � _ � 16 Top or bottom plate to stud 43"x 0.131"nails BACK ® 48' o.c. STUDS BY MIN. 12' 12 8/2D'I INTO CONCRETE EADED WEn'SIMP ON' ET 3-1 Bid box(3112"x 0.135");or (HIGH STRENGTH EPDXY ADHESIVE) & FOR ATTIC 2-1 Bid common(3112"x 0.162");or & ADHESIVES TO BE INSTALLED . PER TEMPERATURES (0 DEG. TO 40 DEG F) USE 3-1 Dd box(3"x 0.128");or End nail MANUFACTURES SPECIFICATIONS. Q 3-3"x 0.131"nails 'SIMPSON' AT (HIGH STRENGTH ACRYLIC ADHESIVE) 3 3-10d box(3"x 0.128");or G� 17 Top plates,laps at corners and intersections 2-16d common(3112"x 0.162");or Face nail �u 3.3"x 0.131"nails NOTE: 3-8d box(2112"x 0-113');or NAILING & STRAPPING AT ALL STRAPPING TO BE 11/4720 GAUGE STEEL OR 8 1"brace to each stud and plate 2-8d common(2112"x 0.13 1");or Face nail 'SIMPSON' EQUIVALENT - CS20 (COILED STRAP) 2-8d box 3" 112"x EXTERIOR WINDOW / DOOR HEADERS,or RS & ND 2 staples 114" SHOE PL (ALL STRAPPING SHALL BE INSTALLED PRIOR TO SHEATHING.) 3-8d box(2112"x 0.113");or SUBFLR (REQURED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) 19 1"x 6"sheathing to each bearing 2-8d common(2112"x 0.131");or Face nail AT STUD TO FLOOR ASSEMBLY 2-10d box(3 x 0.128");or TO SILL PLATE CONNECTION RIM JOIST 2 staples,1"crown, 16 ga.,1514"long FLOOR NAILING SCHEDULE 'B' : (WOOD FRAME CONSTRUCTION MANUAL) 2D 1"x 8"and wider sheathing to each bearing 3-8d box(2112"x 0.113");ar Face nail FOR STRAP - (4) 8D COMMON NAILS JOIST BACK ® 48' o.c. BLOCKING 2 BAYS V • 3-8d common(2112"x 0.131");or AT EACH END OF STRAP ROUGH OPENING REQUIREMENTS FOR WINDOW OPENINGS Lo 3-1 Cd box(3"x 0.128");or WRAP STRAPPING UNDER SILL PLATE SILL PL. (D � 3 staples,1"crown,16 ga.,1314"long . Notation EXCEPTONt -0 (� Wider than 1"x 8" ,`• , . Rough A B C D E F 48d box(2112"x 0.113");or a . ' �•' ' Opening WHEN AN ATTIC FLOOR OR GEEING DIAPHRAGM IS USED TO BRACE THE GABLE �� o � �. 3-8d common(2112"x 0.131");cr ; • •'a „d, y °• . Z ENDWALL OR WHEN A HIP ROOF SYSTEM IS USED BLOCKING IS NOT REQUIRED. 3-1 Bid box(3"x 0.126");or 2'-0" 2 (1) 2x4 1 1 1 1 A C' 4 staples, 1"crown,16 ga.,1314"long •' ' NAIL SPACING FOR SHEATHING A PRESSURE ZONES �- � Floor I r• 4'-0" 4 (1) 2x4 2 2 2 2 - 4? i) 48d box(2112"x10.113");or : • ' ' 6'-0" 6 (2) 2x4 or (1) 2x6 3 3 3 3 3 sd common(212"x 0.131");or •. A ZONE 1 ZONE 2 ZONE 3 ZONE 4 C O 21 Joist to sill,top plate or girder Toe nail D Q O - 3-104 box 1"x 0.128^};or 8'-0" 8 (2) 2x4 or (1) 2x6 3 3 3 3 FIELD 8' O.C. 12' O.C. 3' O.C. 4' O.C. �-+ N U 3-3"x 0.131"nails Bid box(2112'x 0.113") 4"o.c.toe nail 10'-0" 10 (2) 2x6 4 4 4 4 � 22 Rimjoist,band joist or blocking to sill or top Bid common(21/2"x 0.131");or PANEL EDGES 4' O.C. 6' O.C. 3' O.C. 3' O.C. plate(roof applications also) 10d box(3"x 0.128");or 6"o.c.toe nail 12'-0" 12 (2) 2x6 5 5 5 5 B 3"x 0.131"nails AT STUD TO FLOOR ASSEMBLY 'SMPSONr C E A A 6 A 6 AI A 3-8d box(212'x 0.,13');or Notations : 1 1 I I 2-8d common(2112"x 0.131");or TO SILL PLATE CONNECTION SP4 23 t"x E"subtloolwr less to each joist 3.1 Od box(Tx 0 128");or Face nail A. NUMBER OF 8D NAILS AT EACH END OF STRAPPINGS 2 staples, 1"crown,16 go.,114"long (SLAB ON GRADE AND/OR GARAGE WALL APPLICATIONS) Q 9 O 0 Q3 (D 24 2"subfloor to joist orgirder 3-16d box(3112"x 10.135");orFOR STRAP - (4) 8D COMMON NAILS Blind and face nail a . • , ;. ...• B. NUMBER OF SILL STUDS ON THE FLAT (DOES NOT APPLY TO DOORS) I g 2-16d common(3112"x 0.162") ° O 1 3 164 box(3112"x 0.135"};or AT EACH END OF STRAP •::'° t C. NUMBER OF FULL HEIGHT KING STUDS AT EACH SIDE OF HEADER A 1 O 25 2"planks(plank&beam floor&roof) , At each bearing,face nail WRAP STRAPPING UNDER SILL PLATE % • .' F O 2-16d common(3112"x 0.162) r. •d ' 3-164 common(3112"x 0.162") 1 • •; 111 D. NUMBER OF 16D NAILS END-HALED THROUGH ADJACENT KING STIR TO END . . •�' ... 26 Band or rim joist to joist 4-10 box(3"x 0.128"),or End nail :• - OF HEADER AT EACH SIDE q q N 43"x 0.131"nails;or ;. M 'it r E. NUMBER OF JACK STUDS AT EACH END OF HEADERS (ASSUME DOUBLE HEADERS) t'' ch c E 43"x 14 ga.staples,"116'crown 4 ® O (D (D O ® ® O 1D O O ® x c e0i Nail each layer as follows:32"o.c. 0 � r 20d common(4"x 0.192");or at top and bottom and staggered. F. NUMBER OF 16D NAILS END-NALED THROUGH ADJACENT JACK STUDS TO m M M E 0 rod box(3"x 0.126"};or 24"o.c.face nail at tap and bottom END VIEW SECTION END OF SILLS) AT EACH SIDE (DOES NOT APPLY TO DOORS) CO° 27 Built-up girders and beams,2-inch lumber 3"x 0.131"nails staggered on opposite sides O >- X o a } LL @) 2-20d common 4^x 0.192";or (Required for all New Construction O `° a) 00 aa) layers And: ( ( , ) Face nail at ends and at each splice SPLICING OF TOP PLATEand/or 10 0 01 0 _ -= 3-1 Did box 3'x 0.128";or Of rn 3-3"x 0.131"nails and/or New Additions) 0 , ` TYPICAL EXTERIOR WALL CONST. @ M ca r- 416d box(3112"x 0.135",;or SEE FLOOR PLANS 3-16d common(3112"x 0.162");or L. Q O O O O 1 Q0 Q 3 Q 3 E 28 Ledger strip supportingjaistsorrafters Ateachjoistorrafter,face nail 3/4' SUB FLOOR GLUED & NAILED TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS q 410d box(3"x 0.128");or GABLE ROOFS HIP ROOFS ca a) 43"x 0.131"nails 2x FL. JTS SEE PLANS ONE STORY SLAB ON GRADE ALL OTHER CASES NOTE: 000 E 3:29 Bridging or blacking to joist 2-10d box(3"x 0.128"),or 2-8d common Each end,toa nail BLOCKING NSUL AS PER PLANS A=4 FEET N ALL CASES w (2112'x p.131";or2-3"K0.131")nails STRAPPING: HALING REQUIREMENTS ARE FOR 140-MPH 3- SEC PEAK GUST. � SPACING OF FASTENERS (4)8D COMMON NAILS ® EA. END SPACING IS BASED ON 1/2' SHEATHING & 8D COMMON NAILS a DESCRIPTION NUMBERAND Intermediate • I OF STRAP (BY SIMPSON) RATIO LIMITS = H/L S,3 V2 Building Minimum 1,2 Building Minimum 1,2 (TEM OF BUILDING ELEMENTS TYPE OF FASTENER-,b,c Edgesuorfs = Dimension (ft.) Splice Length (ft.) Dimension (ft.) Splice Length (ft.) inches s )h (inches) JOIST HANGER BY SIMPSON FOR CLARITY 12'-0" 3'-0' 12'-0" 2'-0'PLYWOOD NOT SHOWN TABLE 8301.2.1.2 Wood structural panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to framingL WIND-BORNE DEBRIS PROTECTION FASTENING N [see Table R602 3(3)forwood structural panel exterfor wall sheathing to wall framing] 16'-0" 4'-0' 16'-0" 3'-0' SCHEDULE FOR WOOD STRUCTURAL PANELS a,b,c,d �r 6d common(2"x 0.113")nail(subfloor,wally SOFFIT MATERIAL AS PER ELEVATIONS SOLID BLOCKING 30 318"-112' 3d common(2112'x 0.131")nail(roof);or RSR' 01 6 121 (2318'x 0.113")ne.il(roof)1 STRAPPING: SEAMS 20-0" 5'-0' 20-0" 4'-0' Gd common nail(2112",<0.131');or RSRS-01; 0 1Gr (4)1OD COMMON NAILS ® EA. END OF STRAP '� 24'-0" 6'-0' 241-011 4'-0' FASTENER SPACING 0 31 18132"'1° (2318'x 0.113")nail(roof)) OR H8 CONNECTOR BY SIMPSON) 4 FOOT 6 FOOT 10d common(3"x 0.148')nail;or 32 1118 -1114' , 28'-0" T-0' 28'-0" 5'-0' FASTENER TYPE PANEL SPAN 8d(212°x 0.131")deformed nail s 1.2 TYPICAL EXTERIOR WALL CONST. _ <4 FOOT <PANEL SPAN <PANEL SPAN Other wall 1")def rine SEE FLOOR PLANS PLYWOOD SHEATHING 32'-0" 8'-0' 32'-0" 6'-0' <6 FOOT <8 FOOT (SEE HALING SHEDULE) N , 1112"galvanized roofing nail,1115"head / u 36'-0" 91-T 36'-0" T-0' 2_2' #6 16" 12" 9" 33 12"structural cellulosic fiberboard diameter,or 11/4"long 16 ga.staple with r115"or 3 6 sheathing ,"croon CANTILEVER DETAIL (TYP) 40'-0" 11'-0' 40'-0" g-0• D SCREWS Io 25132"structural cellulosic 1314"0alvanized roofing nail,1116"head diameter, 3 6 34 fiberboard sheathing or 112--long 16 ga.staple viLh r/15"or 1"crown ) 50'-0" 13'-0' 50'-0" 10'-0' 2 2"#8 16" 16" 12" 35 11" sum sheathin 1;12"_ g;1i;ed roofing nail;staple galvanized, 7 7 TYPICAL DMOR WALL CONST. HOLD DOWN SEE WOOD SCREWS 2 gyp ' , 12 long;1 f4 screws,Type W or S 601-0" 16'-0' 60'-0" 12'-0' SEE FLOOR PLANS DETAILS THIS SHEET 1314"galvanized roofing nail;staple galvanized, (9)1OD COMMON NAILS ® EA.----. 11 " FOR SI:1 INCH=25.4 mm,1 FOOT=304.8 mm,1 POUND=0.454 kg, �6 518"gypsum sheathings 1518"long;151a"screws,Type W or S 7 7 END OF STRAP BY SIMPSON) 70-0 19'-0' 70-0 14'-0' 1 MILE PER HOUR=1.609 km/h. OVERLAP NEW SHEATHING OVER Wood structural panels,combination subfloor underlayrnent to framing NEW 2ND FLOOR Q EXISTING STRUCTURE AS SHOWN. 801-0" 22'-T 801 -0" 16-0' A.THIS TABLE IS BASED ON 110 MPH WIND SPEEDS AND A 33-FOOT MEAN ROOF HEIGHT. 6d deformed(2"x 0.120')nail;or 6 12 N (9 PROVIDE STRAPPING AS PER DETAILS B.FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. 38 r�d less 8d common(2112"x 0.131')nail z Top Plate C.NAILS SHALL BE 10d COMMON OR 12d BOX NAILS. b THIS SHIT. Splice Length Bid common(2112 x 0-131')nail;or O egg D.WHERE SCREWS ARE ATTACHED TO MASONRY/STUCCO,THEY SHALL BE ATTACHED Sd deformed(2112"x 0.120')nail 6 12 w Q UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE WITHDRAWEL 39 11/a"- Q � CAPACITY OF 490 POUNDS. 10d common(3"x 0.148"}nail;or For S1:1 inch=284 mm,, Bid deformed(2112"x 0.120"}nail s 12 0 1. SHEATHING AS PART OF SHEARWALL SEGMENT WHERE NOTED ON FLOOR PLAN, SHALL BE 1. Tabulated spice lengths assume top plate-to-top plate ?. w CONTINUOUS FROM SILL TO TOP PLATE OR ADEQUATELY BLOCKED AT JOINTS. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7"It 1.1mm)AND A MAXIMUM SPA % ' ` x a. Nails are smooth�om104.8 mm,1 Mira par how=0 447 rrA:I ksi=fi 895 MRa connectionusing 2-16d nails per foot. For shorter splice 16 t ;••)• .;, ar own 80 ksifor shanks a Yor deformed shanks iaxoeptwhsre othervrlsa atatad Halts used for tram) and shsathing flannectionsshell haus minimum average bending yield strengthsas 2. HOLD DOWNS REQUIRED AT ALL CORNERS OF STRUCTURE SEE DETAILS THIS SHEET. OF 8 FEET(2438 mm).PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ,np' ~k,r4 S ,�, »'+ Q REMOVE EXISTING SHEATHING 2'-0' lengths, the nal spacingshai be reduced n order to ATTACHMENT HARDWARE PROVIDE.ATTACHMENTS SHALL BE PROVIDED IN ACCORDANC TFT °' '5tt p 10 192 inch(26d common nail),90 ksifor shank diameters larger than 0 142 inch but not larger than 0 177 Inch,and 100 ksifor shankdiameters of 0 142 inch 3. REFER TO NAILING AND STRAPPING DETAILS THIS SHEET TO FOR A CONTINUOUS LOAD PATH. provide an eo,Ulvalent number of nails. TABLE 8301.2.1.2 OR SHALL BE DESIGNED TO RESIST THE COMPONENTS AND CLADDING L, ���DETERMINED IN ACCORDANCE WITH THE PROVISIONS OF THE BUILDING CODE OF NEW Yt7,Vl, v�EXISTING FIRST FLOOR BELOW NEW 2ND STORY 2. Tabulated splice lengths assume a mean roof height ofSTATE.PANELS ARE TO BE STORED ON SITE AND NUMBERED WITH THEIR CORRESPONDING' ' , DRAWN: CC b Sta les are 1fi gage wire and t, a� � frr �`` c. Naitsshallbsspacedarnotmoreminimumronceft r tillsuppameter crownwilts. CONSTRUCTION. 33 feet. For mean roof heights of 15 feet or less, the w1NDows. z►'y' SCALE: AS NOTED d. Four-footby8_faotora-foot SHEARWALL SEG. DETAIL (TYP) pp �5 1 ; • p '4 ; �4.w by 9-facfi inches on center at all supports where Spens are 48 inc s ar greater. tabulated values shat bepennitted t0 be multilied by 0.80. ' �«;�*d;;t; 1 < JOB: 20-0008 e. Spacing of�stensrsnotincludsd nth8lsshaNbe.appliadvertially f her the structural papal raotslk,athing$shall he baseman Table F 02 3f2). 1; "I":.:" .d t Where the ultimate dssgn w nil s sail s Iss„ted toq_bla end root framing and to intatmodiate supports within 48 Inches of real edges and ri es,nnlfs shall be spared atfi inches on center 06/10122 9 Gypsum sheathingshalloonformtoASTMClJ 30 mph and shall bs spaced 4 inchesnwith center A253.hsrb the rd she design w nil sperm is 130 mph or greater but��than,40mph. LOAD PATH/ FRAMING DETAIL h.Spacing of fasteners an floc sheathing panel e {I shall he installed in accordance with GA253.Fiberboard sheathing shall conform to ASTM C208 sheathing panel edgesappnesta aneledgessuppaf p pplies to panel edges supported by framing members and required blocking and atflaar perimeters;only Spacing d fasteners on roof {` not be provided except as required by other prov sionso�yframing members and requued blocking.Blacking of roof or fkcor sheathing panel edges perpendicular to the framing members nerd -"J. a" a r/F(�' SHEET N0. � * .�..,�r.•" w i where a rafter is fastened tarn adjacent parallel oailin 'coda.Floor perimetershall b¢supported hytramirg members or slid hhcking. nce accordawith this schedule.Ths,oe gallon the opposite tin accordance with this achedule,provide two toe nails on one side of the rafter and toe nails from the ceiling joist to top plate in I RSR-9-01 Iso Roof Sheathing Ring Shank gall meeting the sPelthe rafter shall not be required t`.ationvinASTM F1667 REVISIONS: DATE DESC. �� When sheathing thickness exceeds 8", When sheathing thickness exceeds k", R JOIST DETAILS trim sheathing tongue at rim board 2x—stud wall at trim sheathing tongue at rim board ALLOWABLE HOLES - TJF Joists 08/26/22 DOB REVIEW Load bearing or shear wall above 16"on-center g INTERMEDIATE BEARING (must stack over wall below) Plate nail-16d(3'�")box at NO LOAD BEARING WALL ABOVE Plate nail-16d(3+')box at Min.distance from Table A Min.distance from Table B 16"on-center* 12"on-center Web stiffeners required Load from above No field cut A Do not cut holes larger 1}"hole may,be cut Floor panel nail-8d(2z) side at B3W holes in than 14"in cantilever anywhere in web out- Blocking common at 6"on-center* Floor panel nail-8d(221 Blocking panel eachs ') Blocking panels may be required hatched side of hatched zone DO NOT panel common at 6"on-center with shear walls above or below zones cur or notch flange. • TM 1 sxuash blocks 4 minimum (See detail B1) ❑ 0 16 ►Level or 1T TimberStrand® q 6" O 6" LSL rim board* 1 TimberStrand® IIIIII��� LSL rim board* Li 2 x D� D1 L 2 x L D 12�� 61 61 �" 6 (app)es to all oles minimum minimum 6" 6" Toe nail-10d(3")box min. Toe nail- me(3")box O except knockouts) * at 6"on-center at 6"on-center DO NOT Boundary nailing 2x4 minimum Table A - End Support rY 9- Web stiffeners cut holes In cantilever TJI®rim joist * 8d (24')common at Install proper blocking to required each side at squash blocks Minimum distance from edge of hole to inside face of nearest end support reinforcement. Conventional construction code 4"on-center* support all panel edges 131W and B2W ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE minimum for use with A3 only. See DEPTH TJI® Must have 1-'minimum joist iLevel Framer's Pocket Guide for A3.4 *See iLevel Framer's Pocket Guide for 62 62 B3 B3W CS Use 2x4 minimum squash blocks to z' 3" a" s' 6}' 7' aj' 1+' 13' z" 3 a' s" s}' 7' aj" 11" ,3' Al A2 4� J A3 A3.1 A3.2 A3.3 O O O O transfer load around TJI®joist bearing of ends A3.1-A3.3 installation specifications. additional installation specifications. 110 1'-0" 1'-6" z'-o" z'-s" s'-0" 1'-0" ,'-s" 2'-6" 3'-6" a'-s" „ 210 1'-0„ 1'-G” LE 3'0 5'-0„ V-0” 2'-0" 2'-6" 4'-0" 5'-0" 230 V-0" 2'-0" 2'-6" 3'-6" 5'-0" 1'-0" 2'-0" T-0" 4'-0" s'-0" 1k iLevelTM or 1+"TimberStrand® 360 rte" r-o" 3'-0" a'-0" 6-0" rte" z'-6" 3'-6" 6-0" 6-6" LSL rim board. Nail to blocking Attach reinforcement to 110 V-0" V-0" V-0" V-0" 2'-6" 2'-6" s'-o" 1'-a' E 1'-6 2'-6" 4'-6" 4'-s" 6'0" Web stiffeners 8"diameter maximum hole for 118"- 4'-0"length of 8"diameter maximum hole for 118"- 6'-0"length of TJI®joist 8, diameter maximum hole for 118"- with connections equivalent joist with one 8d(2�') 210 1'-0" 1'-0" 1'-0" V-6- 2'F" 3'-0" s'-0" V-0" V-0" 2'-0" 3'-0" 6-0" 5'-s" s'.s" required each 16"dee blocking panels;6"diameter 'reinforcement on 16"dee blocking panels;6"diameter reinforcement and filler 16 deep blocking panels;6 diameter to decking schedule. common nail at each Nail through 2x_,wood backer and 1+j 230 l'-0" 1'-D" V-0" 2-D" 3'-0" 3'-6" T-0" V-0" 1'-0" 2'-0" 3'-0" 5'-6" 5'�" T-0" q P g P � P g p block.Use 4'-0' length maximum for blocking panels dee _ corner Blocking iso r-0" r-o" r-s" r-s" a'-6" 5'-0" 7'-0" r-o" r-o" r-s" a'-o" 6'-6" s'�" T.a° side at E1 W maximum for blocking panels 41 one side at E2,both maximum for blocking panels 9q" g g P � p 1 rM 1 panel TJI®joist web with 2 rows 10d 560 r-0" r-0" r-s" 3'-0" 6-o" s'-6" e'-o" 1'-0" r-a' T-6" s'-0" T-0" 7'-6" a'-D" with 1"and 11 "TJI® or shorter than 12"long. lk iLevel or 1a"TimberStrand® Attach reinforcement to P 3 common nails at 6 deep or shorter than 12"long. sides at E3 deep or shorter than 12"long. 8 LSL rim board 1 Blocking panel between each ( ) ++o r-0" V-0" 1'-0" V-0" r-o" V-0° z'-s" 6-0" V-0" r-a' 1'•v° r-6" 3'-s° 4'-0" 6-0" e'-o" joists. Do not cut flanges. Joist.Nail to top plate with Do not cut flanges. Do not cut flanges. 1 joist with one 8d(2�') on-center,clinched.Use z+o r-0" r-o" r-o" r-0" r-o" r-s" 3'-0" s'-0" r-0" r-o" r-0" 2'-0" 4'-0" 4'�" s'-s" e'-s" common nail at each connections equivalent to 16d(3 )nails with 14" 230 r-0" 1'-0" r-D" 1'-0" r-6" z'-o" 3'-6" 6�" 1'-0" r-a' r-0" r-0" 4-0" s'-o" T-o" 9'-Ir 1e'iLevelTM or 114 TimberStrand® corner decking schedule. 1"TJI®joist 3so r-o" r-0" 1'-0" r-0" 2'-6" 3'-0" 6-6" 6-0" r-0" r-a' 1'-0" 2'•6" s'-6" s'�" V-Ir 9'-6" flange widths. sso V-0" V-0" V-0" V-0" 2'-6" 3'-0" 6'-0" 9'-0" V-0" V,0" 1'-6" 3'6" 6'-6" T-0" 9'-0" 10'_0„ TM LSL rim board 3, 210 1'-0" 1'-0" 1'-0" V-0" 1'-0" 1'-0" 1'-0" 3'-6" 6'-0" 1'4" 1'-0" 1'-0" 1'-0" 2'-6" 3'�" 6'�" 6'-D" 10'-6„ 1i"iLevel or 1J4"TimberStrand® 12"length of z30 r-0" r-0" r-o" r-0" r-0- r-0" r-0" a'-0" 6-6" r-0" r-o" r-o" r-0" 3'-0" 3'-0" T-0° s'-o" 1r-o° LSL rim board reinforcement on 12"length of *F1 applies to +e" 3so r-o" r-0" r-o" r-o" 1-0 r-o" 3'-0° s'-0" s'-o" r-o" r-o" r-0" r-0" a'-o" s-0" s'-0" 10'-0" 1 r s" Attach reinforcement to one side at E5, reinforcement on both sides at E6 one side at E7, +'- 1'-0 1'-0 1'-0 3'-o s'� o'- 1'-0 1'-0 1'-0 1'-0 s'- s'-o o'-0 1'-o z'-0 uniformly sso 1'-0" 1'-0" o" " " 1 0" o" 1 1 1 O 1-4 joist web with 3 rows 10d loaded joists 1�"iLevelTM or 1+"TimberStrand® Attach reinforcement � J both sides at E8 only a" s" s" 7•' a" +o'• 1z•' 15" +7" a" s" ft68...," 10•' 1z'• 1s" +7"t0'01St with Sd 2 ' (3")common nails at 6" Q 360 1'-0" 1'-G. 1'-0" V-0" 1'-0" 2'-0" 5'-0" 10'-0" 1'-0" 1'-D" 0" 10'0" 11'-0" 13'6" LSL rim board J ( ) Wood o� +a"on-center,clinched.Use 2 660 1'-0" 1'-0" 1'-0" V-0" 1'-0" 1'-0" 5'-0" 11'-0" 6" 11'-0" 12'-0" 14'-6" common Halls at 6' on- ,0 backer alb Je, r�`I�Z � � center.When reinforcing O rows with 9F and 118" es ((� 4\0 850 20„ 360 1'-0" 1'-0" 1'-D" 1'-0" 1'-0" 1'-0" 2'-D" T-0" 10'x" 1'-0" 1'-D" 6" 6'-0" 11's" 14'0" 15'6" Face grain a� both sides,stagger nails. aTJI®joists. Less than 5" Less than 5" ti;� en \Oa 560ro° r-or-or-or-D7-01r-or-0r-o -o^ 9'�° 1z'-s' 14'-s° 1s's" horizontal °``� Table B - Intermediate or Cantilever Support E1 E1 E2 E3 E4 Not for use with 3�"TJI®joist flange widths E5 E6 E7 E8 F1 �en9 l Minimum distance from edge of hole to inside face opearest intermediate or cantilever support DEPTH TJIm ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE 2" 3" 4" 5" 6}" 7•' 6*" 11'• 13" 2" 3" 4" 5• 6p, 7" 5�•' 11" 13•' EXTERIOR DECK ATTACHMENT Option#1: WEB STIFFENER ATTACHMENT 110 r-6" Z-6" S-0" 4'4" T-6" r-6" z'-6" 3'-6" 6-6" 6-6" 210 2,-0" 2'-6" 3'-6" a'�" T-0" 2'-0" 3'-0" 4'-0" 6'-0" T-0" Filler block:Attach with ten 10d 3" box Structural exterior sheathing TJI®Joist blocking with end Ga " ( ) 9 Apply subF/oor � 230 2'-6" 3'-0" 4'-0" 5'-0" 8'-0" 2'-6" 3'-0" 4'-0" 6'-6" 7'-b" nails,clinched.Use ten 16d blocks Installed at joist-span "minimum ( ')box 1 P � 360 3'-0" 4'-0" 5'-6" 6'-0" 9'-0" 3'-0" 4'-6" 5'�" Tom" 8'-0" adhesive to all � nails from each side with TJI®joist locations using 1 2t"maximum 1+0 1'-0" r-0" 11-6" z'�° a'-o° a'-o" 8'-0" r-0" r-6" 7-6" 4'-0" s'-6" T-0" 9'-0" Flashing contact surfaces flange widths. Use fifteen nails with TJI® two 8d(24") 210 r-0" r-o" z'-o° 3'-o" 4'-6^ s'-o" s'-0" r-o" z'-o" 3'-0" a'�" T-s" a'-o" 10'-0" Web stiffeners required if Bearing plate: Three 8d(24")box nails,clinched w joist depths greater than 16". Backer block:Install tight ap box nails or 11j^ z3o 1'-0° z'-o" z'-s" 3'-6" 6-0^ s-s" s'�" r-o" z'-s" 3'-6" 5'-0" a'-o^ a'-s" 10'-0" sides of hanger do not Flush plate with inside Treated 2x_ 5p (Three 16d 31")box nails at 3�'TJI® 360 Z-O" 3'-0" a'-o" sem" 7'-0" 7'G" 11'01 z'-o" 3'-6" s'-0° 7w" s'-s" s's" 1 r-o° lateral) support at least to top flange(tight to face of wall or beam ledger o�s� �• 2 "screws, joist flange wi the 560 r-6" 3'-0" 4'-6" s'-6" 8'-0" 6-6-112--0"1 S-0" a'-s" 6-0" 6'-0" 1o'-s" IL:E 12'-0" y PP � bottom flange with face g �� .c� typical J g of TJI®joist top flange 8 110 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 2'-6" 4'-6" 8'4" V-0" V-0" 1'-0" 2'-6" 5'-0" 6'-0" 9'-0" 12'_0" mount hangers).Attach •• 1�"ILE!VeITM Or 1'" 1 210 V-0" 1'-0" V-0" V-0" 7-6" 3'-0" F-O" 9'4" V-0" V-0" 2'_0" 3'-6" 6'-D" T-O" 10'-0" 12'-6„ with ten 10d(3")box See fastener 1 Web stiffener each side. 1a" 230 r-0° r-0" 1'-0" z'-o" 3'-0^ 3'-0" sem" 10'-0° r-0° r-o" 2'-6" a'-0° s'-o° T 10's" 13'-0" table below.Maintain TimberStrand® See sizes below. nails,clinched when ;;� Option#2: 360 r-o° r-0° z'-o° 3'-0" s'�" s'-o° a'-s° 1z'-6" r-o° z'-o" a'-o° s'-s" s'-o" 10'-0" 12'-0" 1a'-o° 2"distance minimum from LSL rim board 1 To flange possible. (minimum) 2x strapping installed at W 560 r-0" r-0" r-6" T-6" 5'-6" s'-6" 9'-6" 13'-6" 1'-0" 3'-0" 5'-0" T-0" 10'-0" 11'-0" 13'-6" 15'-0" Top g edge of ledger to fastener. — pp g $ � _ Tight fit 210 1'-0" 1'-0" 1'-0" V-0" V-0" 1'-0" 3'-0" 5-6" 9'-6" 1'-o" 1'-0" 1'-0" hanger joist-span locations using two Backer block Allowable Load I Factored Resistance(lbs) 2 "screws per joist,typical 16„ z3o r-0" 1'-o" v-o" r-o r.6" 2'-0" 4'-0" 6'-6"110'-6"1 both sides of web Fastener 1 1 TM W Web Stiffener Size W Web Stiffener Size 360 r-0° V-D" V-D" V-0" 3'-0" Face mount 14'TimberStrand® 18"iLevel rim board Option#3: 560 T-0" 1'-0" 1'-0" 1'-0" hanger with single TJI® 1�, J"x 2 "minimum 2�' 8"x 2i"minimum g directly applied ceiling 4'• 5" 6" 7" a" 1o" 12" 15" 1T' 4" 5" 6" 7" 8" 10" 12" JOISt "la bolt 4001630 N.A./N.A. la bolt 475/750 40111175* 1 J"X 21"minimum 2z" 1"x*'minimum 360 1'-0" 1'-0" 1'-0" 1'•8" T-0" 6'-0" 9'-0" 15'-0" 1'-0" When specified on the layout, one 1s" With top flange hangers,backer block required *This factored resistance is with a "gap between the rim board and deck ledger 1„ �„ 1 sso r-o" 1'-0" r-o" r-0" 2'-0" 6'-o" 1 o'-0" 16'-0" v-0" H1 H2 H3 P61 of the three bracing options O 2� '' x 216 minimum 3�' 2x4 360 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" 6'-0" 11'-0" only for downward loads exceeding 250 lbs or for LA • Allowable load determined in accordance with AC 124. 20" uplift conditions. shown must be installed sso r-0° r p Corrosion-resistant fasteners required for wet-service applications. Rectangular holes based on measurement of longest side. • Holes may be located vertically anywhere within the web.Leave J"of web(minimum)at top and bottom of hole. • Knockouts are located in web at approximately 12"on-center;they do not affect hole placement. FASTENING of FLOOR PANELS FILLER and BACKER BLOCK SIZES For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole may be located BEAM and COLUMN DETAILS Closest On-Center Spacing per Row TJI®Joists 110 210 230 or 360 560 100C or 300C 400C at the center a the joist span provided to other holes occur s the joist. Nail Size TJI® Rim Board TimberStrand®LSL Microllam® Parallam® Depth or 14„ or 14"or or 14"or 18"or 14"or 18"or or 14"or or 14"or 1 "or wider LVL PSL p 16" 16" 20" 11� 16" 20" 16" 16" • Distances are based on the maximum uniform loads shown in current iLevel product guides.For other load conditions or hole 110&210 230,360,560 it' 1F" configurations contact your iLevel representative. BEARING FOR DOOR BEAM TO BEAM BEARING AT sd Filler Block* 2x6+t'" 2x8+J" 2x6+}" 2x8+}" .2x12+}" Two Two Two 2x6+J" 2x8+J" ^, (2}")box 2}" 2" 6" 4" 2x6 2x8 (2)2x6 (2)2x8 W BEARING AT WALL (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 sheathing sheathing OR WINDOW HEADER CONNECTION CONCRETE WALL Bd(2}')common U 2" 6" 4" 3" 3" 3" Cantilever 2x6 2x10 2x6+ " 2x10+ 2x6+ ' 2x10+ 2x6+ ' 2x10+ +iLevelTM or 1+"TimberStrand® � � in Not � � Strap per Code if top plate 10d(3"),12d(3j")box 3" 2" 6" 4" Filler 4'-0" 6'-0" sheathingsheathing sheathing sheathing Nota livable sheathingsheathing N.A. N.A. � t.{) LSL rim board or blocking for lateral 10d(3"),12d( ) ( )c ) g g g applicable pp g ALLOWABLE HOLES Headers and Beams ^^'' Support is not continuous over 3 " common 4" 3" 6" 4" 4" 4" 4" (Detail E4) long long 4'-0"long 6'-0"long 4'-0' long 6'-0"long 4'-0"long 6'-0"long - W header Backer Block* 16d(3}")common N.A. 4" 16" 6"I1i 6"i1i 8" s" Detail F1 1.55E TimberStrande LSL Headers and Beams •— o ( �"or �"or 1"Net 2x6 2x8 2x12 1"Net 2x6 2x8 (1)Can be reduced to 4"on-center with maximum nail penetration of 4"into the narrow edge. Farthest On-Center Spacing per Row or H2) W •Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Nailing Maximum spacing of nails is: *If necessary,increase rifler and backerblock height forface mount hangers.Maintain i"gap at top ofjoist;see detail W Filler and backer 1 2 x diameter of the 2 x diameter of the requirements on engineered drawings supersede recommendations listed above. •For joist widths 1�'or less: 18"on-center block lengths should accomodate required nailing without splitting(12"minimum for backer blocks and 24"minimum for filler blocks). 3 depth largest hole(minimum) largest hole(minimum) Allowed hole zone z • Nailing rows must be offset at least 'and staggered. •For joist widths greater than 1 24"on-center ` N Top flange � I g ���� ^, hanger : •14 ga.staples may be substituted for 8d(2f")nails if minimum penetration of 1" into the W 2 0) Protect untreated TJI®joist or rim board is achieved. O 0 U) O Face mount Joists must be laterally supported at o , L wood from direct O U Column hanger contact with cantilever and end bearings by blocking o o Q L1 L2 L3 See current iLevel literature O concrete panels,hangers,or direct attachment to L4 a rim board or rim joist. N U for framing connectors Safe bracing 1x4 8" s" � Safety g( HEADER MAXIMUM ROUND minimum)at s'on-center(6' DEPTH HOLE SIZE Silent Floor®joist framing on-center for TJI®Joists)and 01-41 3" CONNECTION OF MULTIPLE PIECES does not require bridging or E1 extended to a braced end wall. 11 "-11 " " 9 g g Fasten at each joist with General Notes 14"to 16" 4J' OF TOP-LOADED BEAMS(1) mid-span blocking two 8d(2j")nails minimum a Round holes Only See illustration for allowed hole zone I see WARNING). • No holes in headers or beams in plank orientation. 13"Width Pieces: ( ) BEARING AT • Minimum of 3 rows 10d(3"x 0.128")nails at 12"o.c. COLUMN • Minimum of 4 rows 10d(3"x 0.128")nails at 12"o.c. for 14"and deeper beams ELEVATED H2 Other iLevel TM Trus Joist® Headers and Beams DO NOT bevel cut Al 0 Verify column capacity BEAM ON COLUMN BASE COLUMN BASE Rim board joint • If using 12d(3 ")or larger nails,the number of joist Microllam® LVL B and beam bearing COLUMN CAP E2 between joists nailing rows maybe reduced by one. beyond inside face 1.3E TimberStrand® and Parallam®PSL N ••-• length.See current 4 of wall. LSL hole zone hole zone 2 x diameter of the depth ce) M e E iLevel literature. 1" A3 rn o 3� Width Pieces: largest hole(minimum) x r � O • Minimum of 2 rows�'bolts at m cn M 24"o.c.staggered � 3• Seat cuts must be DO NOT cut notch or drill t within wall. holes In headers except as to O (1)Load must be applied evenly across entire ;;;'. '"'•:: ' >•i5 *:« "'.:�. Z li m d Indicated In illustrations O e— X v 0 0 o and tables. d M O L) beam width.Otherwise, use connections for " `°' r" CS o ' ° E Y 7 TJI®rim joist 1� iLevelTM or 1+' 00 aa) side-loaded beams. Microllam® LVL and O TimberStrand® LSL Optional Parallam®PSL HEADER MAXIMUM ROUND �C U c' L3 rim board c O Additional nailing or bolting maybe non-shrink A2 allowed hole zone DEPTH HOLE SIZE r- M m ,_ L5 Lg required with side-loaded multiple-member P1 P2 P3 grout O middle}span 4J' 1" Y O beams.Refer to current product literature. IT, Lo U �. u) B1 L1 d 1.3E TimberStrand® LSL allowed hole zone d rn CO to N 7"to 20" 2" 00 co E > H 1 See illustration for Allowed Hole Zone N tl) 1 TJI®JOIST NAILING REQUIREMENTS at BEARING 0 62 General Notes ii TME)Joist to Bearing Plate Squash Blocks to TJI®Joist • Allowed hole zone suitable for uniform) loaded headers and beams only. 18"iLevelTM or 1a" (Load bearing wall above) L5 y y' TimberStrand®LSL rim B3 • Round holesonly • No holes in cantilevers. board One 10d(3")box nail into each flange • No holes in headers or beams in plank orientation. One sd(22. box INSTALLATION TIPS O nail each side. Butting joists Use B1 or B2 ati Drive nails at an a 64 with blocking intermediate bearings Subfloor adhesive will improve floor panels angle at least 1}" I I with load bearing or from end. t� performance,but may not be required. g WARNING 1t"minimum bearing at End of oists shear wall from above U) Also see detail B2 •When end support;3�"minimum joists are doubled at non-load bearing at centerline Joists are unstable until braced laterally � at intermediate support parallel partitions,space joists apart the width of of support Braced end wall- pp Bracing Includes: the wall for plumbing or HVAC. see note 3 under Shear transfer:Connections equivalent to • Blacking • Sheathing • Strut Lines floor panel nailing schedule a WARNING • Hangers • Rim Board • Rim Joist N Additional joist at plumbing drop(see detail). H1 � I~ Rim to TJI®Joist o � 18"iLevelTM or 1a' 31'wide TJI®rim o TimberStrand®LSL joist:Toe nail with C —` • rim board or 1j"wide TJI® 10d(3")box nails, — — rim joist:One 10d(3")box one each side of TJI®floor L4 0 r nail into each flange TJI®joist flange joist `� ' •�a o Exterior Deck d x 2 2 wide TJI® Shifted ' ..,�� : •` ''•• o Attachment DO NOT walk on joists DO NOT walk on joists DO NOT stack building . � Additional r. ; Structural until braced. that are lying flat. materials on unsheathed rim Joist:�CDne 16d(3j") wide TJI® joist joist ° ' . o box nail into each flange rim joist Plumbing 1 sheathing INJURY MAY RESULT. joists. Stack onlyover o DO NOT use sawn beams or walls. 1a'minimum bearing To View drop O 'J Top lumber for rim Locate rim board joint between joists. •Squash blocks and blocking panels carry o board or blocking. WARNING NOTES: stacked vertical loads(details B1 and 62). O Sawn lumber may Packing out the web of a TJI®joist(with web Protect untreated wood o y Lack of proper bracing during construction can result in serious , BEAM ATTACHMENT at BEARING stiffeners)is not a substitute for squash blocks from direct contact with See ALLOWABLE shrink after accidents.Observe the following guidelines: ' or blockingpanels. concrete 11 knockouts at ° H3 HOLES installation. p z' 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI®joists must be completely installed)and properly nailed. .•- 3zy a. . J. approximately 2.Establish a permanent deck(sheathing),nailed to the first 4 feet of joists at the end of the bay or braced end wall. 1 e'ILeveITM or 14" 12"on-center ����� J®��� 3.Safety bracing of 1x4(minimum)must be nailed to a braced end wall or sheathed area and to each joist. TimberStrand® e 4.Sheathing must be properly nailed to each TJI®joist before additional loads can be placed on the system. .' v(, m '•,;a LSL rim board ® 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. ' ^ w"r<e* DRAWN: CC Bearing plate to be Silent F I o o r 6.TJI®joist flanges must remain straight within 1/2"from true alignment. SCALE: AS NOTED flush with inside face ,; }r '` 7� u..,rF.k = . JOB: 20-0008 Drive nails at an See framing plan(if applicable) of wall or beam }>:ti .�.,•a.,,, Weyerhaeuser,Microllam®,Parallame,Silent Floor®,TimberStrand®,TJI®and Trus Joist®are registered trademarks n + s.�„•qr 1a' One 10d(3")box nail each angle to minimize or iLevelTM Framers Pocket 06/10/22 g iLevel is a trademark of Weyerhaeuser. © 2006 Weyerhaeuser Company. All rights reserved. Printed in the USA. T '° SHEET N0. side of member at bearing, splitting of plate Guide for minimum end and t , ,., " 1j”minimum from end intermediate bearing lengths. December 2006 Reorder„+T�"4"b15 :� �, -4