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Home My WebLink About46022-Z o��g11fF01K�OG Town of Southold 7/30/2022 P.O.Box 1179 cm 53095 Main Rd 11 4, o� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43298 Date: 7/30/2022 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 320 Maple Ln.,Southold SCTM#: 473889 Sec/Block/Lot: 64.4-19 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/10/2021 pursuant to which Building Permit No. 46022 dated 4/2/2021 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: additions and alterations to existing accessory garage for seccond floor storage as applied for. The certificate is issued to Perrell,Franklin&Emily of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46022 6/22/2022 PLUMBERS CERTIFICATION DATED A iz S gnature guFFotTOWN OF SOUTHOLD BUILDING DEPARTMENT C, z TOWN CLERK'S OFFICE "oy • 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 #: 46022 Date: 4/2/2021 Permission is hereby granted to: Perrell, Franklin 320 Maple Ln PO BOX 154 Southold, NY 11971 To: construct additions and alterations to an existing accessory garage as applied for. At premises located at: 320 Maple Ln.,Southold SCTM #473889 Sec/Block/Lot# 64.-1-19 Pursuant to application dated 3/10/2021 and approved by the Building Inspector. To expire on 10/2/2022. Fees: ACCESSORY $232.00 CO-ACCESSORY BUILDING $50.00 Total: $282.00 B i ding Inspector OF SOUjyol h O Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Q sean.devlin(EL-)town.southold.ny.us Southold,NY 11971-0959 Q eOUNi`1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Franklin Perrell Address: 320 Maple Ln city:Southold st: NY zip: 11971 Building Permit* 46022 section: 64 Block: 1 Lot: 19 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Scharadin Electric License No: 3540ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor X Pool New X Renovation X 2nd Floor X Hot Tub Addition Surrey Attic Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 12 Ceiling Fixtures 4 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 3 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel 60A A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 0 4'LED Exit Fixtures Pump Other Equipment: 60A Sub 12 Circuit 16 Used Notes: Garage w/ Unfinished Storage Above Inspector Signature: Date: June 22, 2022 N � S.Devlin-Cert Electrical Compliance Form OF SOUIy� t4 V Al4alC ztj * # TOWN OF SOUTHOLD BUILDING DEPT. �o • �o 765-1802 iNSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [" ]-'FIREPLACE & CHIMNEY [ ] FIRE SAFETY'INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE"RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS_: im ifr , res, doorf 4 26rV a �llel&nA �C- �" l C rezc e- l/UnA 1AA ."�v a ,2.r a a(7, L - � _ oi 1e � 6 r Dlm4 f2lAlde- C' I -e Ps noee� JA ede . IS-Pio/ l DATE Z INSPECTOR o�aOF SOGTyO # # TOWN OF SOUTHOLD BUILDINd DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: <le�rlz Lc - OK DATE �� 2�/ :- INSPECTOR OP souryolo * # TOWN OF SOUTHOLD BUILDING DEPT. ,rourm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] ULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR Nigel Robert Williamson Architect P.O. Box 1758 Southold, NY 11971 Phone 631.834.9740 August 7, 2022 Mr. John J. Jarski, Senior Bldg. Inspector Town of Southold Bldg. &Zoning Division 54375 Main Road P.O. Box 1179 Southold,NY 11971 Re: Perrell residence 320 Maple Lane, Southold,N.Y. 11971 Dear Mr. Jarski: Attached are two pages of photographs dated November 9h, 2021 showing the permitted interior, exterior pads and rebar and two pages of photographs dated April 10,2022 showing the rafter/ceiling joist hangers,hurricane clips and exterior strapping. Based on my observations,it is my opinion that they conform to the submitted permit plans. I trust that everything is in order. If additional information is required please do not hesitate to contact me. I thank you for your assistance in this matter. Your's faithfully, Nig Robert Williamson R.A. Perrell Residence 320 Maple Lane, Southold, N.Y. 11971 S.C.T.M. 1000-064.00-01.00-019.000 November 911 2021 11:46a.m. Interior pads 4 m. Interior pad depth typical Page 1of4 Perrell Residence 320 Maple Lane, Southold, N.Y. 11971 S.C.T.M. 1000-064.00-01.00-019.000 November 9112021 11:46a.m. Interior pads rebar Exterior pad depth typical Page 2 of 4 Perrell Residence 320 Maple Lane, Southold, N.Y. 11971 S.C.T.M. 1000-064.00-01.00-019.000 April 14th 2022 15:20p.m. Rafter hurricane clips and header strapping :f 4 x Rafter hangers @ ridge & ceiling joist hangers Page 3 of 4 Perrell Residence 320 Maple Lane,Southold, N.Y. 11971 S.C.T.M. 1000-064.00-01.00-019.000 Exterior Header strapping ( F •� :S iS�Y 1 i�- $y Exterior strapping Page 4 of 4 FIELD INSPECTION REPORT DATE COMMENTS . ►d t� FOUNDATION(IST) FOUNDATION(2ND) O o � ROUGH FRAMING& �H PLUMBING � 1 INSULATION PER N.Y. y STATE ENERGY CODE i _ ?A C-C,avc/ FINAL i ADDITIONAL EOM114ENTS z n 1 e l 0 z - H �i H i• ffacK�o� TOWN OF SOUTHOLD—BUILDING DEPARTMENT y x Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 hi!ps://www.southoldtommy.Vov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only i �•-' i 1— rY.i i PERMIT N0. Building Inspector: MAR 1 0 2021 Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an 4 ` , Owner's Authorization form(Page 2)shall be completed. Date: l^D`+� N�4QG ff 221 OWNER(S)OF PROPERTY: Name:Franklin Perrell scrM#s000-064-01-19 Project Address:320 Maple.Lane, Southold, N.Y. 11971 Phone#:516.382.1639 - Email:fhpartful@gmail.com _ Mailing Address: CONTACT-PERSON: Name:Nigel Robert Williamson Mailing Address:p,0. Box 1758,-Southold,--N.Y.-l-197-1 Phone#:631 .834.9740 _ _ __ Email_nigel_architect@hotmai1.corn DESIGN PROFESSIONAL INFORMATION: .. Nar„e:Nigel Robert Williamson R.A. _-_ - --- - - --.Y ------ -- - ---- - --- ------- ---- - Mailing Address:P.O. Box 1758, Southold, N.Y. 11,971 _ Phone#:631 .834.9740 Email:nigel_architect@hotmail.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF.PROPOSED CONSTRUCTION ❑New Structure ®Addition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ®No 1 i r PROPERTY INFORMATION Existing use of pro pert y:Sin le Famil Dwellin Intended use of property:Single Famil Dwellin Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R40 this property? ❑Yes ®No IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all,drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of'Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor Pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name):Nigel Robert Williamson BAuthorized Agent ❑Owner Signature of Applicant: -- Date: - - - - - - - - - - I��t - gra_2) STATE OF NEW YORK) SS: COUNTY OF ) Nigel Robert Williamson being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the Agent (Contractor,Agent,Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before mto is / day of %t/\ 20 � DAVID J.JANNUZ.ZI Notary Public NOTARY PUBLIC,STATE OF NEW YORK Registration No.02JA6052585 Qualified in Suffolk County L mmission expires February 13W1 OPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) Franklin Perrell- residing at 320 Maple Lane, Southold do hereby authorize Nigel Robert Williamson to apply on my ehalf to the Town of Southold Building Department for approval as described herein. ,�� 94� 3/10/2021 Owner's Signature Date Franklin Perrell ' Print Owner's Name 2 Q� 4� it 4 BUILDING DEPARTMENT•• Electrical Inspector TOWN OF SOUTHOLD o Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 I�o�rvc c�tPr ele ® { phone (631) 765-1802 - FAX (631) 765-9502 [�1 f,NN OFSOUTHoL[rogerr(cD-southoldtownny.gov - seand(cD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 2 Md 2t Company Name: Electrician's Name: License No.: 2j q6— n,1C Elec. email: /1AA,L , Cv Elec. Phone No:621- -.S.3C- -)) ,7 r ❑I request an email copy of Certificate of Compliance Elec. Address.: P.c . 9ex JOB SITE INFORMATION (All Information Required) Name: PC xt? C I_L Address: 3 i0 S,0v .,I-p Cross Street: L� Phone No.: Bldg.Permit#: y150-1--'-- email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): GAr-Aejc qL 11 Square Footage: c'p Circle All That Apply: Is job ready for inspection?: YES F-] NO F-]Rough In Final Do you need a Temp Certificate?: ❑ YES [ErNO Issued On Temp Information: (All information required) Service SizeF-11 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service0 Fire Reconnect OFlood ReconnectOService Reconnect QUnderground QOverhead # Underground Laterals F 1 2 M H Frame Pole Work done on Service? Y N Additional Information: 6 G n^F -e -a C�Y� PAYMENT DUE WITH APPLICATION �v � PERMIT# Address: Switches Outlets GFI's Surface Sconces H H's UC Lts Fans Fridge HW Exhaust Oven Dryer Smokes DW Service Carbon . Micro. Generator. Combo ._....._...._ -- -------....._...._. Cookto __... ... p Transfer AC AH Mini Special: Comments: c ®�®,S,a f F,91,� jn BUILDING DEPARTMENT- Electrical Inspector ' ' TOWN OF:OUTHOLD o Hall Annex - 54375 Main Road - PO Box 1179 00 Southold, New York 11971-0959 ��$MILDING DCpT T lephone (631) 765-1802 - FAX (631) 765-9502 NOFsouTHOLipogerrasoutholdtownny.gov - seandasoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 2 mea 2� Company Name: Sck ,4ri-AJIn, Electrician's Name: 7_F=C License No.: �j yG l mc- Elec. email: ��,L�fsh�`-E p t�bVI A,L , Cc,, Elec. Phone No:621_ 2Sff_._ -)►;' 6' ❑I request an email copy of Certificate of Compliance Elec. Address.: P.r . 9ex J o?-) �,;�`� ,�, P,77_�r JOB SITE INFORMATION (All Information Required) Name: P C p-R_C 1_ Address: :3-Lo ,h,,, g'�v �L.D Cross Street: Phone No.: Bldg.Permit #: L460-)-z- email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): GA" r1-4,5r_ -J Square Footage: cd Circle All That Apply: Is job ready for inspection?: 'YES ❑ NO —]Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ®'NO Issued On Temp Information: (All in required) Service Size❑1 Ph F]3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect[—]Flood Reconnect[-]Service Reconnect❑Underground[]Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: 6 6 /1,—P x.15 FCC.-ts PAYMENT DUE WITH APPLICATION l PERMIT# Address: Switches Outlets GFI's 11, Surface 1 �' Sconces H H's UC Lts Fans Fridge HW Exhaust Oven W/D Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer AC AH Hood Service Amps Have Used Special: Comments: is Q hadQ`' 1 d r P vQ /' �G�' �a�� I ' UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE MUCA11ON LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(0)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(b)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.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W).SEPTIC TANKS(ST)h CESSPOOLS(CP)SHOWN HEREON ARE FROM ETELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. ® 400 Ostrander Avenue,Riverhead,New York Ilgol tel. 631.12'7.2303 fax.631.!2'1.0144 I admin®youngenglneering.com �g r N 1 , Howard W.Young,Land Surveyor Thomas G. Wolpert,Frofesslonal Engineer Douglas E.Adams,Professional Engineer c ! Robert G.Tast,Architect E r � P SITE DATA 3 lSL 0 3 AREA = 52;gS& 50. FT. .I o , m N rl i 0 m i \ 01*0 ,• SURVEYOR'S CERTIFICATION UD \ Oy1 0� �E'jn�\� w�eda9e \ Q�vPj� r1 e a WE HEREBY CERTIFY TO FRANKLIN PERRELL, EMILY FRANCHINA, FIDELITY NATIONAL TITLE INSURANCE COMPANY, CITIBANK Sc KTG ABSTRACT CORP) KTG-22097-S) THAT THIS SURVEY WAS P`„ o PREPARED IN ACCORDANCE WITH THE CODE OF R LAND SURVEYS ADOPTED BY THE NFN YORK` "ATE SOCIA N OF PROFESSIONAL LAND SURVEYORS. 0oor\y OO 2300r \)roo ` L3 S \� 'ANG a 6R I ti o f T pp5 S ` G 19 o�H pGY� HOWARD W.YOUNG,N.Y.S.L.S.NO.458g3` ,•c'L \oo � fi � Gti� Nis �° �fi _ � ,t • , .�, ... '�,7, 1 Sop SURVEY FOR '...�__.,..._... N o E P��1oA P`JP�py� O r— IK g RREI N M Y R Ap H NA o lost at Southold, Town of Southold �Q) o O Ta. Suffolk County, New York N 7�- ` TITLE SURVEY County Tax Map Dlstrld 1000 Section 64 Block 01 Lot III 131" FIELD SURVEY OCT.2-t 2016 9 9 3 m N�068 MAP PREPARED COMPLETED OCT.28,2016 U� Record of Revisions Q O Ly c O`Q� RECORD OF REVISIONS DATE kol w\� °t ar \OVA k V \\\\0,' m \ . m \ 40 O 20 40 80 \ scaler 111 = 401 JOB 1 2016-010 DW6 G N20_ 01606 is OF I r O =:MONUMENT SET R= MONUMENT FOUND A= STAKE SET .A= STAKE FOUND G = CHIMNEY GE = CELLAR ENTRANCE TABLE R301.2(1) I � _ WINDOW SCHEDULE i CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ANDERSFN 400 SERIES WINDOWS WITH WHITE EXTERIOR&GRILLES. ALL HARDWARE TO BE I CORROSION RESISTANT. I I GROUND I WIND DESIGN SEISMIC- SUBIECTTO DAMAGE FROM WINTER ICE SHIELD FLOOD �.\ 400 SERIES GLASS SHALL BE LOW-E4 GLASS. PG 50/50 FOR CASEMENT.PG 60/60 FOR CASEMENT SNOW DESIGN DESIGN UNDERLAYMENT HAZARDS \ STATIONARY.PG UPGRADE 50/65 FOR DOUBLE HUNG.PG 50/65 FOR TILT WASH PICTURE. f LOAD i CATEGORY i TEMP. { REQUIRED ITRUSCENE INSECT SCREENS-WHITE. - —I 7-M! UNIT NUMBER Rough Opening(WXH) COMMENTS SPEED TOPGRAPHIC SPECIAL WIND- B I WEATHERING FROST TERMITE 13 YES ZONE X Q -- - I - I �• i `'� 4 No. TW 21042 3'-0%"X 4'-5" GRILLES EQUAL SASH (mph) EFFECTS WIND BORNE ° I LINE �""�"^ - — � t\ ( COLONIAL REGION ! ZONE DEPTH I ( s 2 No. 2-TW 210410 6'-0"X 5'-1" MULLED i. ! I JQEMDVE EXTG ROO r 1 F GT �% \ GRILLES EQUAL SASH 30 psf 130 YES YES YES SEVERE 3'-0" MODERATE O I , .. { i _- COLONIAL E- — ---- - ----1-- fi TO HEAVY a i _ MANUAL J DESIGN CRITERIA • I s i `� 1 No. DHP 34410 3'-6'/"X 7'-0 7/8" MULLED 1 2 d¢2, i 210142 ' I I ELEVATION LATITUDE - WINTER -_f SUMMER ALTITUDE IND ORO �- DESIGN HEATING CTN34 DHP-GRILLES COLONIAL • 3.410 I r �\\ CNT-GRILLESSUNBURST HEATING i COOLING CORRECTION DESIGN TEMPERATURE TEPERATURE � \4 3 FACTOR TEMPERATURE COOLING DIFFERENCE ------- -- 2 No. C13 2'-0 Y.„X 5'-1” MULLED -- - -- --- ------- Rr-MOVE Ex'rG-.-000 CTQCI 013-GRILLES COLONIAL COOLING I` WIND VELOCITY WIND VELOCITY COINCIDENT DAILY RANGE WINTER SUMMER _ CTQCl-GRILLES SUNBURST ( TEMPERATURE I HEATING COOLING WET BULB HUMIDITY 1 HUMIDITY - -- - - -- ----- --- ------- --------- DIFFERENCE ---- 7 �- ------ ------ - --- -- - ----- — -- -"--1 ANDERSON NFRC CERTIFIED TOTAL UNIT PERFORMANCE. 400 SERIES WINDOWS WITH SIMULATED DIVIDED LIGHT GRILLES.LOW-E4 GLASS I ! U-FACTOR SHGC CASEMENT(400 SERIES) 0.29 0.29 EX1 Gr, pCTZG C3LQ, DOUBLE HUNG(A-SERIES) 0.30 0.28 PICTURE(A-SERIES) 0.29 0.30 JI p NortheastElevatioh Northwest Elevation . '/z."x IX 201- M IC120 LLALLAN LVL — - - - 3/z. x9�i" 2.0E ►�d1GRDLL.O.P•� �dL�r3 ------------ - -- GAF TIMBERLINE HDZ ARCHITECTURAL SHINGLES(COLOR SELECTION BY OWNER.)ON 5/8"TH. ADVANTECH ZIP SYSTEM SHEATHING&TAPE ON 2"X 8"D.F.#2 OR BETTER ROOF _ ND� QS�NALT SNtttCLES, 3 � M f _y '•moi '7 �� _ RAFTERS@ 16"O.C. D,- INSTALL GAF LEAK BARRIER ALONG EAVE PERIMETERS,RAKES&VALLEYS.THE LEAK BARRIER SIMSp0 gT4 n SHALL EXTEND TO A POINT NOT LESS THAN 24"INSIDE THE EXTERIOR WALL LINE OF THE Mn /� IBUILDING. U) 0.019 f 0.019 TYPE T DRIP EDGE @ EAVES&RAKES.DRIP-EDGE SECTIONS SHALL OVERLAP AT LEAST 3" FF1 ! r &SHALL BE FASTENED W/ROOFING NAILS @ 4"ON-CENTER IN A TWO ROW W/PATTERN. CL I , ' ' • ' I _, o W Lu I I I • 1"yJ ` ! • ' Q ALUMINUM GUTTERS&LEADERS(WHITE)CONNECT TO DRYWELLS. 2j T'k1- i 2!0414 -TW 2(410 2t O42 - .I / j — iI - 5/4"X 8"AZEK FASCIA 1"X AZEK SOFFIT • LP_ErtioV c. F�IS7-I"CT IZoo o _.._ . r2 • F _ � . ' 4 ANDERSEN WINDOWS-WHITE SEE WINDOW SCHEDULE.400 SERIES �23/32-)}{ r1.25_ �+ ll , dDVAtI fEGN �L►Z. M �� I X 4"C4S10 G 13 1 210 3-0 sTSI�a'o.c. ?< � CENTIGRADE WESTERN RED CEDAR SHINGLES @ 6"EXPOSURE ON HOME SLICKER BY BENJAMIN OBOYKE ON%_"TH.ADVANTECH ZIP SYSTEM { 3/Z v- 11'/,F" 2.ot✓ MIC.IwLLQ < WALL SYSTEM ON 2"X 6"STUDS @ 16 O.C. - -- 11 I LVL x LO ---- j _-- 312".5TI-.God. d > >C 3'/" S [- • Go TO tL 1GN W t N ExTCi% GEAAR- SHI"rxLES. —t'WI I I , osr RaM WrAoDaJ , 21 b42. i � dv�R- �.. , ,� I ( LAW FOR ANY PERCOlk, UNLESS` OI NG(MOM rgr- MSECTIOF A ED - I '� -W ------ APlCNiTECT,TO ALTER A. FY 17'6*rag ON THIS'DRAW,44„IM ANY WAY.ANY AUTHOR$ ---- --- - - --- - - -- -- - --- - - - l _ ALTERATION MUST OE SOUILNOTED,SEALED,Elevation Southeast Elevation , Section L.— - ; _ _ _ _ DEscniFALED,AND vINACC0 a 'MTHTH_LAw, 22-1" 1✓x I ST I f,l Cr 22'-4 /s" t EX I ST!W G. {{ , , _ --- P..O. 1.11S/t3 to-D P,o �- Zl6' 2-o",�2-o"� 11-0"D. p.G: PAfl I I - � 3 goo ps,) >v j 3� - s REanQ I 2-Tw 210¢t0 MULL.rl)� 2-TW 210410�MULL6D� - _ - 4 ' 3/7x•9' �w Ht� 3'A x q'�"�. ` u r--'! I I I I '` -'`o,Nh oN. r!o C>1N Ir w I P _ I ( I r z O cy I I b° /6 79 6" ^i'' I I I ( _ I I> ( �, lbP 6?7q//b" +r ! UhID�.R. �xTCr. " ,. I - qy2." --=-,--Y -•r -, -T -r -, - f � C"f 115T•@ �f/i' I r `I �� Ol + I Z i p x4 I' -- -- -,— __ FXTCc I — ' _ FTC,: M 3�z"x 11!4' 20E MIC�ROLLl�M wL. 3�-�'� i I d' F `' N 4"� �� I M 4— - o0 00 I 5,r 2.• JI'-Uk1• X 1'-0"P I].G.rl"G• { �(Q"1I�, 8"kl \. �,(L r,, t"1 3,000 psi I Soup cM L}. Z 1 — Y✓� V M Lil ° " " a 3u - IFV? 3,000 14 ew - 2104 o ,• 5TP Dkr-OTIOI5. � i.or-_ MILLM LV700MLL!XX `1 dnha_ b► � I +i I /i'�c 11 '4 2.0L MIG2vl_tAM LVL 114- -4o C4 0 -�-I_ _ 3%a"x t6!"2.0)= MIG120L-LAM LVL Iz.1bGrE J a- - 3i2' STI.. co wM N 4 c V V o -4o ST rt N UIJD RI Zup �, ISW Do ( u rr°�R.�X�4- _ — — — — — — I��,�:-- — — N ! - "' a _ M APP VED AS NOTED STORAGE I F )�.. SOLID GP_00rsalt_ -� ST ------- - '`� - cJ DATE: B.P.# �� FTVLi I� ` I �! L NIOGR G�cmu 1►JT LAvAD55 --- -- - _._ .. i Tom; of N I 1 " I�/8" C�•) li 11�-I�$r ±��, ( I-i -A I' gt I t1 (Tiff. { ul _ c� FEE: BY: t\ i a r I -_q +' 1 t I NOTIFY BUILDING DEPARTM AT Ol 765-1802 8 AM TO 4 PM FOR THE cu r _ i' - FOLLOWING INSPECTIONS: ,® I I00 I I ~ I 1. FOUNDATION _ TWO REQUIRED >- I FOR POURED CONCRETE �� 8� 2. ROUGH - FRAMING & PLUMBING Z 9/ ND !3/4'�R z 5%i" 5/�" , „ Ski' r 3. INSULATION # ( /"ung /a/4 x rL 4. FINAL - C - _ 1-o'-O/H 7W 21042- )7 k) 2l0�-2 r1_O'•O/q UST � .� I I- -- -- _ - - -- _ — _ I I'_OL BE COMPLETE FOR' C.O. M I ;�—,� ALL CONSTRUCTION SHALL MEET THE 4 1"��`- `% ' 9/i' o� N fGT�OLLAM {-1D25.� ",c4` i REQUIREMENTS OF THE CODES OF NEW QJ Fb.T 3 s � � P� I � � YORK STATE. NOT RESPONSIBLE FOR VO'} I I I I I DESIGN OR CONSTRUCTION ERRORS. ® 00 - — — - --- - - — -- 3'-9 R/1(," 3'-0%4"Iz.o 4-9 q/6" 3' 0��"�o. 3'9 q4" Ln Extg.. Foundation Plan Ext . Garage Plan - � N COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES 2 ..� x 2 ��{5/s't EXIST1htG. AS REQUIRED AND CONDITIONS OF O m — -- - ------ USE IS UNLAWFUL a arm o Proposed Storage Plan - GBOAAD—. WITHOUT CERTIFlv��T� SOJ QL6TOWN TRUSTEES - Pro Storage Addition to Ext g c r OF OCCUPANCY N.Y,S-9E2 C RETAIN STORM WATER RUNOFF Franklin Perrell Emil Y Franchina PURSUANT TO CHAPTER 236 Y 320 Maple Lan�,�outhold N.Y 11971 S.C.T.M. 1000-64-01 -19 SCA LF_ 14' = 1'0" PArL 10�` HARZGN 2.021. OF THE TOWN CODE. GENERAL CONDITIONS UNLESS OTHERWISE NOTED, GENERAL FIREPLACE ASPHALT ROOF SHINGLES 201 IEGG -AIR LEAKAGE: CONDITIONS OF THE CONTRACT FOR FIREPLACE OPENING AND FLUE SIZE INSTALLED AS PER SECTION R105.2 -JOINTS, PENETRATIONS, AND ALL MINIMUM DESIGN DEAD LOADS' A5 PER ASCE 7-OS CONSTRUCTION, AIA DOCUMENT-201 TO BE AS INDICATED ON DRAWINGS. OF THE INTERNATIONAL RESIDENTIAL OTHER SUCH OPENIN65 IN THE 4/87 SHALL APPLY. THE CONTRACTOR VIDE OUTSIDE COMBUSTION AIR GORE ALL SLOPED ROOF SHINGLES BUILDINGS ENVELOPE THAT ARE LOAD SHALL OBTAIN CERTIFICATE OF COMPONENT ipsf) WITH 6 DUCT AND DAMPER EACH SIDE SHALL BE GAF-GLA55-A ASPHALT SOURCES OF AIR LEAKAGE MUST BE OCCUPANCY. SUBSTITUTIONS SHOULD FOR A TOTAL RECOVERY CAPACITY ROOF SHINGLES OR APPROVED SEALED. G E I L I N G 5 NOT BE MADE WITHOUT WRITTEN OF 150 CFM MIN. MAINTAIN MAXIMUM EQUAL. 5HINGLE5 SHALL BE APPLIED -RECESSED LIGHTS MUST BE TYPE IG AUTHORIZATION BY THE ARCHITECT. 20 GFM INFILTRATION THROUGH THE OVER 15# ASPHALT FELT WITH RATED AND INSTALLED WITH NO GYPSUM BOARD (1/2-InJ TO THE PREMISES SHALL BE KEPT FLUE WHEN NOT IN USE PROVIDE GAF-WEATHER-WATCH ICE AND WATER PENETRATIONS, OR TYPE IG OR NON-IC GYPSUM BOARD (5/8-in) 11.0 REASONABLY GLEAN AT ALL TIMES. FIREPLACE OPENING WITH GLASS BARRIER APPLIES AT EAVES, RATED INSTALLED INSIDE AN SUSPENDED STEEL CHANNEL SYSTEM 2.0 ` AT THE COMPLETION OF ;WORK, THE DOORS TO CONFORM TO THE 2015 VALLEYS AND FLASHING. ROOFING APPROPRIATE AIR-TIGHT ASSEMBLY CONTRACTOR 5HALL REMOVE ALL IEGG. FIREBOX TO BE COMPLETELY CONTRACTOR TO PROVIDE ALL WITH 0.5" CLEARANCE FROM G O V E R i N G 5, R O o F, AND HALL WASTE MATERIALS, TOOLS, RUBBISH, LINED WITH FIREBRICK. PROVIDE MIN. FLASHING NECESSARY FOR A COMBUSTIBLE MATERIALS AND 3" ASPHALT 5HINGLE5 2.0 ETC., GLEAN OLA55 AND LEAVE WORK g" FIREPLACE WALL THICKNESS WITH WATERTIGHT, WEATHERPROOF JOB. CLEARANCE FROM INSULATION GYPSUM SHEATHING, 1/2-In. 2.0 BROOM GLEAN UNLE55 OTHERWISE 4" NON COMBUSTIBLE FIRE STOPPING ROOFING IS TO BE APPLIED IN STRICT SPECIFIED. THE CONTRACTOR SHALL BETWEEN COMBUSTIBLE WOOD FRAME ACCORDANCE WITH THE VAPOR RETARDER: PLYWOOD (per I/2-InJ I.6 , CARRY WORKMAN'S COMPENSATION CONSTRUCTION. MANUFACTURES SPECIFICATIONS. -REQUIRED ON THE WARM-IN-WINTER RIGID INSULATION, 1/2-In. AND GENERAL LIABILITY INSURANCE. CONTRACTOR SHALL SUPPLY COLOR SIDE OF ALL NON-VENTED FRAMED 51NOLE-PLY SHEET WATERPROOFING MEMBRANE 0.7 ALL SHALL COMPLY WITH STATE AND =OUNDATION WATERPROOFING SAMPLES OF THE SHINGLES FOR CEILINGS, WALLS, AND FLOORS. LOCAL CODES AND ORDINANCES. THE INSTALL TWO LAYERS OF TOWELED ON OWNER'S APPROVAL, PRIOR TO BITUMINOUS, SMOOTH SURFACE 15 CONTRACTOR SHOULD FULLY =IBERGLA55 MASTIC. (FED. SPEC. INSTALLATION. MATERIALS IDENTIFICATION: WATERPROOFING MEMBRANE GUARANTEE HI5 WORK AND THE WORK 5.5.6. 155 7YPE-1) MEMBRANE TO BE -MA7ERIAL5 AND EQUIPMENT MUST BE FLOORS AND FLOOR FIN 1 5 H E 5 OF HIS SUBCONTRACTORS FOR A CONTINUOUS FROM TOP OF INSULATION INSTALLED IN ACCORDANCE WITH THE PERIOD OF ONE YEAR AFTERCERAMIC OR QUARRY TILE (3/4-in.) COMPLETION OF THE PROJECT UNLESS FOUNDATION AND EXTEND TO LAP ALL EXTERIOR WALLS AND ROOFS MANUFAG7lJRER S INSTALLATION ON 1/2-In. MORTAR BED OTHERWISE SPECIFIED. ALL WORK EDGE OF FOOTING, SHALL BE INSULATED WITH I;P.AF"r INSTRUCTIONS. SHALL BE PERFORMED IN FACED FIBERGLASS BATT INSULATION -MATERIALS AND EQUIPMENT MUST HARDWOOD FLOORING, 7/7-in. 4.0 ACCORDANCE WITH GOOD BUILDING FIRE BLOCKING BY JOHN MANVILLE OR APPROVED IDENTIFIED 50 THAT THE COMPLIANCE LINOLEUM OR ASPHALT TILE, 1/4-in. 1.0 EQUAL, FAcir TO BE PLACED TOWARD CAN BE DETERMINED. PRACTICES. THE CONTRACTOR SHALL FIRE BLOCKING SHALL BE PROVIDED, WARM SIDE. PROVIDE 11/2" RIGID -MANUFACTURER MANUALS FOR ALL SUBFLOORING, 3/4-in. 3.0 INDEMNIFY AND HOLD HARMLESS THE A5 PER SECTION R5O2.13 OF THE FOAM INSULATION ON ALL EXTERIOR INSTALLED HEATING AND COOLING OWNER, ARCHITECT, AND THEIR RESIDENTIAL CODE OF NEW YORK FLOORS, WOOD JOIST (no plaster) 12-In. I6-In. AGENTS AND EMPLOYEES FROM AND STATE, TO GUT OFF ALL CONGEALED FOUNDATION WALLS FROM FOOTING EQUIPMENT AND SERVICE WATER JOIST SIZES (InJ D.G. O.G. AGAINST ALL CLAIMS, DAMAGES, DRAFT OPENINGS (BOTH VERTICAL TO 6"BELOW FINISHED GRADE UNLE55 HEATING EQUIPMENT MUST BE OTHERWISE SPECIFIED. CARE SHOULD PROVIDED. 2x6 6 5 LOSES AND EXPENSES, INCLUDING ,AND HORIZONTAL). BE TAKEN NOT TO DAMAGE -INSULATION R-VALUES AND GLAZING 2x8 6 6 ATTORNEYS FEES ARISING OUT OF OR aROVIDE FIRE BLOCKING IN FOUNDATION WATERPROOFING. U-FACTORS MUST BE CLEARLY RESULTING FROM THE PERFORMANCE CONGEALED 5PAGE5 OF STUD WALLS MARKED ON THE BUILDING PLANS OR 2x10 7 6 OF THE WORK PROVIDED THAT ANY AND PARTITIONS, INCLUDING FURRED GLASS WINDOWS AND DOORS SPECIFICATIONS. 2x12 b 7 SUCH CLAIM, DAMAGE, LOSS OR 5PAGE5 AT THE CEILING AND FLOOR TO BE INSTALLED AS PER SECTION FRAME PARTITIONS EXPENSE (A) IS ATTRIBUTABLE TO LEVELS. CONGEALED HORIZONTAL R3O8 OF THE RESIDENTIAL CODE OF DUCT INSULATION: BODILY INJURY, SICKNESS, DISEASE FURRED SPACES SHALL ALSO BE FIRE N.Y.S. ALL GLASS IS TO BE INSULATED -SUPPLY DUCTS IN UNCONDITIONED WOOD OR STEEL STUDS, 1/2-In. GYP. BOTH SIDES 8.0 OR DEATH OR TO INJURY TO OR BLOCKED AT INTERVALS NOT LOW-E UNLESS OTHERWISE SPECIFIED. ATTICS OR OUTSIDE THE BUILDING FRAME HALLS DESTRUCTION OF TANGIBLE PROPERTY EXCEEDING 10 FEET. OLA55 SUBCONTRACTOR SHALL NOT MUST BE INSULATED TO R-8. EXTERIOR STUD WALLS: (OTHER THAN THE WORK ITSELF INSTALL GLASS UNTIL PROPER -RETURN DUCTS IN UNCONDITIONED INCLUDING THE LOSS OR USE PLUMBING ATTICS OR OUTSIDE THE BUILDING 2x4 ® I6-in., 5/8-in. GYPSUM RESULTING THERE FROM), (B) IS CONTRACTOR SHALL INSTALL WATER CLEARANCES ARE PROVIDED. ALL INSULATED, 3/8-In. SIDING 11.0 CAUSED IN WHOLE OR IN PART BY ANY SUPPLY AND SANITARY SYSTEM A5 SLIDING CLASS DOORS, SKYLIGHTS MUST BE INSULATED TO R-4. NEGLIGENT ACT OR OMISSION OF THE INDICATED. PROVIDE HOT AND GOLD AND/OR WINDOWS AS REQUIRED BY -SUPPLY DUCTS IN UNCONDITIONED 2x6 a I6-in., 5/8-in. GYPSUM, SHUT-OFF VALVES E ALL FIXTURES. CODE, SHALL BE INSULATED 5PAGE5 MUST BE INSULATED TO R-8. INSULATED, 3/8-in. SIDING 120 CONTRACTOR, ANY SUBCONTRACTOR, TEMPERED GLASS. ALL GLASS DOORS -RETURN DUCTS IN UNCONDITIONED ANYONE DIRECTLY OR INDIRECTLY .ALL WATER PIPING TO HAVE EXTERIOR STUD WALLS WITH BRICK VENEER 48.0 GLEANOUTS AT ALL GRANGES OF AND WINDOWS SHALL BE INSTALLED IN SPACES (EXCEPT BASEMENTS) MUST EMPLOYED BY ANY OF THEM, OR STRICT ACCORDANCE WITH THE BE INSULATED TO R-2. WEIGHTS OF MASONRY INCLUDE MORTAR BUT NOT PLA57ER. FOR ANYONE FOR WHOSE ACTS ANY OF DIRECTION AND AT BASE OF MANUFACTURES SPECIFICATIONS. ALL -INSULATION 15 NOT REQUIRED ON PLASTER, ADD 5 Ib/ft2 FOR EACH FACE PLASTERED. VALUES THEM MAY BE LIABLE REGARDLESS VERTICAL WASTES. USE 4 CAST IRON WINDOWS ARE TO BE CAULKED AND RETURN DUCTS IN BASEMENTS. GIVEN REPRESENT AVERAGES. IN 50ME GASES THERE 15 A OF WHETHER OR NOT IT IS CAUSED IN THROUGH FOUNDATION WALL PITCHED SEALED AS PER 20115 IEGG CONSIDERABLE RANGE OF WEIGHT FOR THE SAME CONSTRUCTION. PART BY A PARTY INDEMNIFIED MIN. I/8" PER FOOT. TRAP/WASTE REQUIREMENTS. PROVIDE FLASHING DUCT CONSTRUCTION: HEREUNDER. ALL MATERIALS, SIZES FOR FIXTURES SHALL BE AS 2016 EGG OF NEW YORK STATE: PANS UNDER ALL SLIDER, DOORS, AND -ALL JOINTS, SEAMS, AND ASSEMBLIES, AND METHOD OF FOLLOWS: WINDOWS WITHIN A 6" OF AN EXTERIOR CONNECTIONS MUST BE SECURELY R4O1.3: PERMANENT CERTIFICATE - SHALL BE COMPLETED BY THE CONSTRUCTION INCLUDING BUT NOT DISH WASHER 1 1/2" SURFACE. ALL EXTERIOR DOORS ARE FASTENED WITH WELDS, GASKETS, BUILDER OR REGISTERED DESIGN PROFESSIONAL AND POSTED IN LIMITED TO FORM-WORK, KITCHEN SINK 1 I/2" TO BE FULLY WEATHER-STRIPPED. MASTICS (ADHESIVES) THE UTILITY ROOM OR OTHER APPROVED LOCATION INSIDE THE BLOCK-WORK, FRAMING, NAILING, LAVATORY 1 1/4 PROVIDE ALL SCREENS AND MASTIC-PLUS-EMBEDDED-FABRIC OR BUILDING, PLACING OF CONCRETE, ETC. ARE TO SHOWER 2" 11HARDWARE A5 REQUIRED. ALL GLASS TAPES. DUCT TAPE IS NOT BE CAREFULLY SUPERVISED BY THE TOILET 3" IS TO BE FREE OF SCRATCHES AND PERMITTED. R4O2.2.4: ATTIC OR CRAWL SPACE ACCESS - SHALL BE CONTRACTOR TO BE SURE THEY ARE ALL 5Y5TEMS TO HAVE ONE 3" MAIN IMPERFECTIONS AND GUARANTEED BY EXCEPTION: CONTINUOUSLY WELDED WEATHER-STRIPPED AND INSULATED TO A LEVEL EaUIVALENT TO IN ACCORDANCE WITH THE DRAWINGS, VENT STACK INCREASED TO 4" THE MANUFACTURER FOR A PERIOD OF AND LOCKING-TYPE LONGITUDINAL THE INSULATION ON THE SURROUNDING 5URFAGE5. SPECIFICATIONS, APPLICABLE CODES THROUGH THE ROOF. PROVIDE FROST NO LESS THAN 5 YEARS. ALL WINDOWS JOINTS AND 5EAM5 ON DUCTS AND GOOD PRACTICE. DEVIATIONS PROOF HOSE-BIBS AS INDICATED ON TO BE ANDERSEN UNLESS INDICATED OPERATING AT LESS THAN 2" sc R402.4: AIR LEAKAGE - BUILDING THERMAL ENVELOPE 5HALL BE FROM THE DRAWINGS ANID PLANS WITH EA51LY ACCESSIBLE OTHERWISE. g' CONSTRUCTED TO LIMIT AIR LEAKAGE TO < 3 AIR CHANGES PER SPECIFICATIONS WILL NOT -DUBE DRAIN DRAIN-COCKS. THE WATER (- PA.) HOUR. PERMITTED WITHOUT WRITTEN SUPPLY AND SEWAGE DISPOSAL -DUCTS SHALL BE SUPPORTED EVERY . AUTHORIZATION OF THE ARCHITECT. SYSTEM SHALL COMPLY TO THE 10 FEET IN ACCORDANCE WITH THE 8402.4.1.1: INSTALLATION - THE COMPONENTS OF THE BUILDING MANUFACTURER'S RERS INSTRUCTIONS. THERMAL ENVELOPE SHALL BE INSTALLED IN ACCORDANCE WITH THE CONTRACTOR SHALL BE APPLICABLE COUNTY DEPARTMENT OF PAINTING AND STAINING -COOLING DUCTS WITH EXTERIOR RESPONSIBLE FOR THE SHOP HEALTH STANDARDS AND THE CRITERIA LISTED IN TABLE 402.4.1.1. WHERE REQUIRED BY DRAWINGS WHICH MAY BE NEEDED. REGULATIONS. APPROVAL OF ALL THE FOLLOWING 15 INCLUDED FOR THE INSULATION MUST BE COVERED W17H A GODS OFFICIAL, AN APPROVED THIRD PARTY SHALL INSPECT ALL ALL DIMENSIONS AND CONDITIONS PLUMBING MUST BE OBTAINED FROM CONVENIENCE OF THE PAINTING VAPOR RETARDER. COMPONENTS AND VERIFY COMPLIANCE. ARE TO BE FIELD VERIFIL=D. APPROPRIATE LOCAL AUTHORITIES CONTRACTORS AND ONLY AS AN -AIR FILTERS ARE REQUIRED IN THE CONTRINDICATION OF THE TYPES OF PAINTS RETURN AIR SYSTEM. R4O2.4.1.2: TESTING - BUILDING OR DWELLING UNIT SHALL BE RELOCATE A To REMOVE ODPRIOR IN CONGEALMENT. PRIOR To REQUIRED FOR VARIOUS 5URFAGE5. IT -THE HVAC SYSTEM MUST PROVIDE A TESTED AND VERIFIED AS HAVING < 3 ACH5O IN GZ4A, 5, AGA. RELOCATE AS REQUIRED ALL ORDERING, CONTRACTOR SHALL 15 THE INTENT OF THESE MEANS FOR BALANCING AIR AND - EXISTING WORK WHICH INTERFERES SUPPLY GUTS OF FIXTURES FOR 15 THE I TENT S TO PROVIDE A WATER SYSTEMS. TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. WITH NEW CONSTRUCTION. OWNERS APPROVAL. IN THE EVENT R IS AVIOL.AnON OF THE THAT THE OWNER CHANGES, THE COMPLETE FINISH. ALL PAINTED R4O2.4.4: COMBUSTION CLOSETS - ROOMS CONTAINING LAW FOR ANY PERSON+ CONTRACTOR 5HALL CREDIT THE SURFACES MUST BE FULLY COVERED TEMPERATURE CONTROLS: FUEL-BURNING APPLIANCES REQUIRE SPECIAL GAR=. Ln4LESS A n"G UNDER E I SED SITE WORK IN A UNIFORM MANNER TO BE -EACH DWELLING UNIT HAS AT LEAST EXCEPTION: DIRECT VENT APPLIANCES WITH BOTH INTAKE AND DIRECTION OF TO ALTER ANY STAKEOUT IS TO BE PERFORMED BY A OWNER FOR THE FULL ACCEPTABLE. ONE THERMOSTAT CAPABLE OF ARCHITECT+ LICENSED SURVEYOR. STAKING AND SUBCONTRACTORS COST FOR THE EXHAUST PIPES INSTALLED CONTINUOUS TO THE OUTSIDE • CHANGED UNIT. INTERIOR WOOD SURFACES-APPLY TO AUTOMATICALLY ADJUSTING THE AllyWAY- Y-ANY 4T"O t LAYOUT ARE TO ESTABLISH ALL LINES LIGHTLY SANDED SURFACES, WALLS, SPACE TEMPERATURE SET POINT OF Ally MUST B RII.� 8403.3.2: DUCT SEALING - DUCTS, AIR HANDLERS, AND FILTER ALTERATION MUST BE AND BENCHMARKS. VERIF=Y ALL GIVEN HVAC DOORS, FRAMES, TRIM, AND BASES, THE LARGEST ZONE. DATA ON DRAWINGS. IN CASE OF ONE GOAT WOOD FILLER OR STAIN 8OXE5 SHALL BE SEALED. �D,DED IN AC'SEAL.ED,At1O SYSTEM TO BE DESIGNED BY OTHERS. �ESCRIRH�� CO� DISCREPANCY, RECEIVE AND TWO GOATS MGKLUSKY'S ELECTRIC SYSTEMS: R4O3.3.3: DUCT TESTING - DUCTS SHALL BE PRESSURE TESTED TO W CLARIFICATION FROM ARCHITECT PROVIDE PROPER SUPPLY TO ALL EGGSHELL FINISH NON-YELLOWING -SEPARATE ELECTRIC METERS ARE DETERMINE AIR LEAKAGE. PRIOR TO PROCEEDING. EXCAVATE ROOMS d CONFORM WITH ALL STATE POLYURETHANE. REQUIRED FOR EACH DWELLING UNIT. EXCEPTION: DUCT LEAKAGE TEST IS NOT REG2UIRED WHERE AND BACK FILL FOR WORK INDICATED AND LOCAL CODES. GYPSUM BOARD- MINIMUM ONE GOAT ON DRAWINGS. STOCKPILE TOPSOIL PRIMER AND TWO GOATS FLAT PAINT. FIREPLACES: THE DUCTS AND AIR HANDLERS ARE LOCATED ENTIRELY WITHIN THE BUILDING THERMAL ENVELOPE. OBTAINED FROM STRIPPING DRIVEWAY EXTERIOR WOOD SURFACES- TWO -FIREPLACES MUST BE INSTALLED AND BUILDING SITE. STOCKPILE ALL GOATS EXTERIOR GRADE STAIN. WITH TIGHT FITTING NON-COMBUSTABLE R4O3.3.5: BUILDING CAVITIES - SHALL NOT BE USED AS DUCTS OR EXCAVATED MATERIAL. NEW AND FRAMING AND ROUGH CARPENTRY EXTERIOR EXPOSED METAL- MINIMUM FIREPLACE DOORS PLENUMS " EXISTING BACK FILL MATERIAL AND JOISTS RAFTERS AND 5TUD5 SHALL ONE GOAT ZING CHROMATE AND TWO -FIREPLACES MUST BE PROVIDED TOPSOIL ARE TO BE FREE OF WEEDS, BE CONSTRUCTION GRADE DOUGLAS GOATS EXTERIOR ENAMEL. WITH A SOURCE OR COMBUSTION AIR, R4O3.4: MECHANICAL SYSTEM PIPING INSULATION - CARRYING TREE ROOTS, ROCKS AND DEBRIS. FIR-SOUTH SELECT STRUCTURAL. ALL ALL MATERIAL SHALL BE OF BEST AS REQUIRED BY THE FIREPLACE FLUIDS >ID5°F OR <55°F, INSULATE TO R-3 MIN. N ALL SURPLUS MATERIAL THAT IS WOOD SILLS AND WOOD IN CONTACT QUALITY PITTSBURGH, PRATT 4 CONSTRUCTION PROVISIONS OF THE Q UNSUITABLE FOR BACK FILL MATERIAL WITH MASONRY SHALL BE AGCY. ALL LAMBERT, DUTCH BOY. GABOTS, BUILDING CODE OF NEW YORK STATE, R4O3.6: MECHANICAL VENTILATION - THE BUILDING SHALL BE < SHALL BE REMOVED FROM THE SITE. EXTERIOR SHEATHING SHALL BE 1/2 MGKLUSKYS, OR APPROVED EQUAL. THE RESIDENTIAL CODE OF NEW YORK o GDX DOUGLAS FIR PLYWOOD. CONTRACTOR 15 TO PROVIDE STATE OR THE NEW YORK CITY PROVIDED WITH VENTILATION THAT MEETS THE RECyUIREMENTS OF PROTECT ALL TREES WITIHIN EIGHT p�G u'�-' �- FEET OF THE BUILDING. PROPER 5UB-FLOORS TO BE 3/4" GDX SAMPLES OF ALL PAINTS AND STAINS BUILDING CODE, AS APPLICABLE. IRC/I THE MECHANICAL VENTILATION RATE SHALL BE NO GREATER z • ,� i_ APPROVALS MUST BE OBTAINED PLYWOOD EXTERIOR SHEATHING TO FOR ARCHITECT'S AND/OR OWNERS THAN BEFORE COVERING ANY EXCAVATED BE COVERED WITH "TYVEK" HOUSE APPROVAL. SERVICE WATER HEATING: WORK. WRAP OR APPROVED EQUAL. BLOCK -WATER HEATERS WITH VERTICAL 0.O1 X GFA + X (# OF BEDROOMS + I) 6' STUD WALLS AT 1/2 STORY HEIGHTS GYPSUM WALL BOARD PIPE RI5ER5 MUST HAVE A HEAT TRAP GFA = CONDITITIONED FLOOR AREA CONCRETE BLOCK AND AT ALL UNSUPPORTED EDGES OF INSTALLED A5 PER SECTION R7O2.3.2. ON BOTH THE INLET AND THE OUTLET R4O3.7: EQUIPMENT 51ZING - PER ALGA MANUEL S, BASED ON ALL CONCRETE BLOCK IS TO HAVE PLYWOOD. PROVIDE SOLID BLOCKING THROUGH R702.3.6 OF THE UNLESS THE WATER HEATER HAS AN LOADS CALCULATED PER RCCA MANUEL J. "DUR-O-WALL" REINFORCING EVERY AND DIAGONAL BRACING OF FLOOR INTERNATIONAL RESIDENTIAL GORE. INTEGRAL HEAT TRAP OR 15 PART OF THIRD COURSE. FILL TOP COURSE JO15TS AT 8' O.G. MAXIMUM AND GYPSUM WALLBOARD APPLICATION A CIRCULATING SYSTEM. R4O4.1: LIGHTING - A MINIMUM OF 75% OF PERMANENTLY SOLID. MORTAR MIX TO BE ONE PART SOLID BLOCKING UNDER ALL SHALL BE TAPE JOINT SYSTEM. ALL -INSULATE CIRCULATING HOT WATER INSTALLED FIXTURES MUST HAVE HIGH-EFFICANGY LAMPS. PORTLAND GEMENT, ONE PART LIME LNSUPPORTED EDGES OF PLYWOOD. GYPSUM BOARD TO BE 1/2" ON WALLS PIPES TO THE LEVELS ON TABLE 1. LOW-VOLTAGE LIGHTING EXEMPT PUTTY, AND 51X PARTS SAND, OR ONE ALL GAP PLATES 70 BE DOUBLED AND 1/2" ON CEILINGS UNLESS PART MASONRY GEMENT AND THREE AND NAILED BOTTOM GAP PLATED TO OTHERWISE INDICATED. FINISH JOINTS, CIRCULATING HOT WATER SYSTEMS: PARTS SAND. END OF STUDS. LAP GAP PLATES AT J-BEADS. NAIL DIMPLES, CORNERS -INSULATE CIRCULATING HOT WATER CORNERS. WHERE FLUSH FRAMING AND EDGES 5HALL BE TAPED AND PIPES TO THE LEVELS ON TABLE 1. TABLE 2: MINIMUM INSULATION THICKNESS FOR HVAC PIPES CONCRETE OCCURS, USE MIN. I6GA SHEET METAL RECEIVE THREE GOATS OF JOINT TH15 PROJECT COMPLIES WITH THE 2O20 NO CONCRETE OR MASONRY WORK JO15T HANGERS BY "TECO" OR COMPOUND. ALLOW 24 HOURS TD DRY HEATING AND COOLING PIPING INTERNATIONAL RESIDENTIAL CODE, AS PIPING SYSTEM FLUID TEMP.I INSULATION THIGKNE55 IN INCHES BY PIPE SIZE SHALL BE DONE DURING APPROVED EDUAL. ALL CORNERS TO BETWEEN GOATS. FINAL GOAT TO BE INSULATION: ADOPTED BY NEW YORK STATE, TYPES RANGE (F) 2" RUNOUTS I" AND LESS 125" TO 2" 2.5" TO 4" TEMPERATURES OF 40 DEGREES F. BE MINIMUM 3/2X4 STUDS. HEADERS SANDED SMOOTH. METAL CORNER -HVAC PIPING CONVEYING FLUIDS TABLE 1: MINIMUM INSULATION THICKNESS FOR CIRCULATING HOT WATER PIPES HEATING SYSTEMS AND FALLING. NO CONCRETE SHALL 5HALL BE MINIMUM 2/2X6 UNLESS BEAD TO BE USED ON ALL OUTSIDE ABOVE 105°F OR CHILLED FLUIDS INSULATION THIGKNE55 IN INCHES BY PIPE SIZES LOW PRE55URE/TEMPERATURE 201-250 I.O 1.5 1.5 2.0 BE PLACED ON FROZEN SURFACES. NO NOTED ON PLANS. MINIMUM BEARING CORNERS AND AROUND ALL BELOW 55°F MUST BE INSULATED TO ADDITIVES SHALL BE ALLOWED FOR 5TUD5, JO15T5 AND BEAMS SHALL OPENINGS. THE LEVELS IN TABLE 2. IN ACCORDANCE WITH 2O16 IEGG RESIDENTIAL HEATED WATER NON-CIRCULATING RUNOUTS CIRCULATING MAINS AND RUNOUTS LOW TEMPERATURE 120-200 0.5 1.0 1.0 1.5 WITHOUT WRITTEN PERMISSION OF THE BE 3 1/2". USE DOUBLE JACK STUDS ENERGY EFFICIENCY CODE, THE PROJECT TEMPERATURE (F) UP TD 1" UP TO 1.25" 1.5" TO 2.0" OVER 2" STEAM CONDENSATE ARCHITECT ALL CONCRETE IS TO BE FOR HEADERS OVER FIVE FEET IN ELECTRICAL COMPLIANCE METHOD CHOSEN IS TOTAL 170-180 0.5 1.0 1.5 2.0 (FEED WATER) ANY 1.0 1.0 1.5 2.0 MIN, 3,500 P.S.I. AT 28 DAYS 4 4,000 LENGTH. ALL WORK SHALL COMPLY WITH THE NOTES: UA-ALTERNATIVE AND A RESGHEGK HAS BEEN 140-160 0.5 0.5 1.0 1.5 COOLING SYSTEMS PSI FOR GARAGE SLAB. PROVIDE ALL NATIONAL ELECTRICAL CODE AND ALL I. OBTAIN ALL PERMITS PRIOR TO R SUBMITTED WITH THESE DRAWINGS. SLEEVES AND FOUNDATION VENTS A5 STATE, LOCAL, AND UTILITY COMPANY THE START OF WORK. 100-130 0.5 0.5 0.5 1.0 CHILLED WATER, REFRIGERANT 201-250 I.O I.5 1.5 2.0 REWIRED BY NY5 CODE. UNLESS CODES AND REGULATIONS. ALL AND BRINE 120-200 0.5 1.0 1.0 1.5 INDICATED, ALL FOUNDATION CIRCUITS SHALL BE- MINIMUM 15 AMP. 2. ALL BEDROOM TO BE PROVIDED TO THE BEST OF MY KNOWLEDGE, BELIEF AND FOOTINGS ARE TO BE A MIN. 8" DEEP POWER WIRING SHALL BE MINIMUM 14 WITH ROD 4 SHELF, ALL LINEN PROFESSIONAL JUDGEMENT, THESE PLANS NOTE: _ PROJECTING 6" ON EACH SIDE OF THE AWG. CONVENIENCE OUTLETS SHALL CLOSETS TO BE PROVIDED WITH 5 AND/OR SPECIFICATIONS ARE IN GOMPLIANGE FOUNDATIONS CHAPTER 4 DESIGN FOUNDATION WALL. PROVIDE TWO #4 BE LOCATED 12" ABOVE FINISHED ROWS OF SHELVES. w/ THE 201 ' IEGG, BASED UPON PRESUMPTIVE LOAD DEFORMED BARS CONTINUOUS IN THE FLOOR UNLE55 OTHERWISE INDICATED. NYS, BEARING VALUES OF SANDY GRAVEL FOOTING. ALL 4" THICK CONCRETE ALL SWITCHED TO BE LOCATED 36" 3. DOOR TRIM AND BASE MOLDING AND/OR GRAVEL AT 2000 LBS PER SLABS TD HAVE 6X6 10/I-0 WELDED ABOVE THE FINISHED FLOOR UNLE55 TO MATCH EXISTING SQUARE FOOT. CONTRACTOR TO WIRE REINFORCING. ANCHOR BOLTS IN OTHERWISE INDICATED. SUPPLY CONSULT ENGINEER IF DIFFERENT 5O1L CONCRETE SHALL BE HOOKED 5/8" X NOTE: ALL NON-ENGINEERED LUMBER RECOMMENDED LAMPS IN ALL 4. ALL BATHROOM FIXTURES AND THIS PROJECT COMPLIES WITH THE INTERNATIONAL MATERIALS ARE FOUND UPON 12" AT MAX. 3' O.G. PROVIDE BITUMEN TO BE DOUGLAS FIR #2 OR BETTER FIXTURES. FAUCETS TO BE SUPPLIED BY OWNER MECHANICAL CODE, CHAPTER 12 THROUGH 24, EXCAVATION OR TEST HOLE, FOR EXPANSION JOINTS BETHEEN 5LA55 AND INSTALLED BY CONTRACTOR THE INTERNATIONAL PLUMBING CODE, CHAPTER ALTERNATIVE FOOTING AND AND FOUNDATION WALLS. 25 THROUGH 32, THE INTERNATIONAL ELECTRIC FOUNDATION WALL DESIGN 5. FINISHES TO BE SUPPLIED CODE, CHAPTER 33 THROUGH 42. BY OWNER TABLE R602.3(1) TABLE R602.3(1) FASTENING SCHEDULE FA5TENINO SCHEDULE CONTINUED TABLE R602.3(5) SIZE, HEIGHT AND 5PAGING OF WOOD STUDS g NUMBER AND TYPE NUMBER AND TYPE SPACING OF FASTENERS 17EM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER apG SPACING AND LOCATION 1 DESCRIPTION OF BUILDING ELEMENTS OF FASTENER abe, INTERMEDIATE BEARING WALLS ROOF ED6E5h SUPPORT5cr- NON-BEARING WALLS (INCHES) (INCHES) 4-6d BOX(2 J"X0.113")OR WOOD STRUCTURAL PANELS,SUBFLOOR,ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLE BOARD WALL MAXIMUM SPAGIN6 MAXIMUM SPAGIN6 WHEN MAXIMUM SPACING WHEN BLOCKING BETWEEN GE:ILING JOISTS OR RAFTERS 3-841 COMMON(2 X2"X0.131);OR LATERALLY WHEN SUPPORTING A SUPPORTING ONE FLOOR, SUPPORTING TWO FLOORS, I TOE NAIL SHEATHING TO FRAMING[SEE TABLE 8602.3(3)FOR WOOD STRUCTURAL PANEL EXTERIOR WALL SHEATHING TO WALL FRAMING] STUD SIZE MAXIMUM 5PAGING WHEN LATERALLY LATERALLY TO TOP PLATE 3-loo Box N ILx0.12&^);OR 5UPPORTING TWO UNSUPPORTED UNSUPPORTED 3-3"x0.131•NAILS ba COMMON(2°xo.I13") NAIL(SUBFLooR,WALL) f UNSUPPORTED STUD ROOF-CEILING A55EMBLY PLUS AROOF-CEILING PLUS AROOF-GEILIN6 30 s/s`-X2' 8d COMMON(2X2"XO.131)NAIL(ROOF) 6 12 (INCHES) HEIGHT ° (FEET) OR A HABITABLE ATTIC ASSEMBLY OR A HABITABLE ASSEMBLY OR A HABITABLE SUPPORTW& ONE FLOOR STUD HEIGHT STUD HEIGHT 4-45d BOX(2 'X0.113")OR ASSEMBLY, ONLY (INCHES) ATTIC A55EMBLY (INCHES) ATTIC, ASSEMBLY (INGHE5) HEIGHT ° (INCHES) a (FEET) +2 (FEET) 2 CEILING JOISTS TO TOP PLATE 5-bd COMMON(21'2'X0.131"),04 PER JOIST,TOE NAIL 31 11/52"- i' 8d COMMON NAIL(2)Z"X0,131") 6 IZf 3-I06 BOX(2 Y2"x0.128");OR 3-3"X0.131"NAILS 32 1 Xe"- f)4" 10 (20X ON(5"DEFORMED NAIL; OR 6 13 IL GEILIN6 JOIST NOT ATTACHED TO PARALLEL RAFTER, 4-I0d BOX(3"X0.113")OR OTHER WALL SHEATHING 3 LAPS OVER PARTITIONS[see Sections R5025.1,R602.32 3-16d COMMON(3)�"X0.162");OR 16"(5ALVANIZZO ROOPIN6 KkIL,X6` HEAD and Table 8802.5.1 (CIA 4-3"X0.131" NAILS FACE NAIL 33 11YSTRUCTURAL CELLULOSIC FIBERBOARD DIAMETER,OR P GROWN STAPLE 16 ga., 3 6 THINO I Y• LONG GEILINO JOIST ATTACHED TO PARALLEL RAFTER � 4 6 V ZED ROO G IL, a HEAD 54 /3i STRUCTURAL CELLULOSIC FIBERBOARD DIAMETER,OR I"GROWN STAPLE 16 ga., 3 6 4 (HEFT JOINT), TABLE R8025.1(�U FACE NAIL SHEATHING I Y'LONG [see Sections 8802.3.1 ,8802.32 and Tables 8802.5.1 (q)] 1 X2"GALVANIZED ROOFING NAIL;STAPLE Y2 35 "6YPSUM 5HEATHiNGd GALVANIZED,1X2"LONG;I Y4.5GRE-W5, 7 7 4-10d BOX(3"X0.128")OR m'E W OR S 2?14 10 24c (6C, __ 5 COLLAR TIE TO RAFTER,FACE NAIL OR I Y4"X 20ga. 3-IOd COMMON(3Y2"X0.148');OR d 114*GALVANIZED ROOFING NAIL;STAPLE 24 10 16 " RIDGE STRAP TO RAFTER 4-3"X0.131" NAILS FACE NAIL EACH RAFTER 36 5/8'GYPSUM 5HEATHING GALVANIZED, I %'5GREWS,TYPE W OR 5 7 7 2�6 10 24 24 16 24 20 24 WOOD STRUSTRUAL PANELS,COMBINATION%BFLOOR UNDERLAYMENT TO FRAMING FOR 51: 1 INCH = 25.4 mm, I FOOT = 304.Smm 3-I6d BOX NAILS(3�"XO.135•)OR 2 TOE NAILS ON ONE SIDE bd DEFORMED(2"XO.t20")NAIL;OR a. LISTED HEIGHT ARE DISTANCES BETWEEN POINTS LATERAL SUPPORT PLACED PERPENDICULAR TO THE PLANE OF THE WALL. BEARING WALLS SHALL BE SHEATHED ON NOT LESS THAN ONE RAFTER OR ROOF TRUSS TO PLATE 3-I0d COMMON NAILS 0"X0.1 ");OR AND I TOE NAIL ON OPPOSITE 37 %'AND LESS Sd COMMON(2)4"X0.131")NAIL 6 12 6 48 4-lod BOX(3"x0.128);OR SiDE OF EACH RAFTER OR 51DE OR BRIDGING SHALL BE INSTALLED NOT GREATER THAN 4 FEET APART MEASURED VERTICALLY FROM EITHER END OF THE STUD. INCREASES IN UNSUPPORTED HEIGHT ARE PERMITTED 4-3^x0.131" NAILS TRUSS 38 yw- I" 8a COMMON(2"XO.f5l")NAIL;OR 6 12 WHERE IN COMPLIANCE WITH EXCEPTION 2 OF SECTION 8602.3.1 OR DE5IGNED iN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. bd DEFORMED(2)4"X0.120")NAIL b. SHALL NOT BE USED IN EXTERIOR WALLS 4-Ibd(3 "X0.135•)OR10d COMMON(3"XO.148")NAIL;OR 4-iDd BOX(3"X0.I28"J;ORc. A HABITABLE ATTIC ASSEMBLY SUPPORTED BY 2X4 STUDS 15 LIMITED TO A ROOF SPAN OF 32 FEET. WHERE THE ROOF SPAN EXCEEDS 32 FEET, THE WALL STUDS SHALL BE INCREASED TO 3-I0d COMMON X0.148");OR TOE NAIL 301IV.- i Ya" lad DEFORMED(2 Y2"X0.120")NAIL b 12 2X6 OR THE STUDS SHALL BE DE5I0NED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. .1 7 ROOF RAFTERS TO RID,SE,VALLEY OR HIP RAFTERS OR 4-3"X0.131" NAILS FOR 51: I Inch =25.4 mm,I foot =304.8 mm,I MILE PER HOUR= 0.447 m/s;I ksi = 6.8g5 MPci ROOF RAFTERS TO MINIMUM 2"RIDGE BEAM 3-16d BOX(3 J"X0.135")OR � TABLE 8602.10.4- BRAGINO METHODS 2-i6d COMMON(3 Yz"X0.162");OR TOE NAIL a.NAILS ARE SMOOTHOMMON,60X OR DEFORMED SHANKS EXCEPT WHERE OTHERWISE STATED.NAILS USED FOR FRAMING AND SHEATi•IIN6 3-1041 BOX(3"X0.128");08 CONNECTIONS SHALL HAVE MINIMUM AVERAGE BENDING YIELD 57REN6TH5 AS SHOWN: 80 KSI FOR SHANK DIAMETER OF O.Ig2 INCH(20d 5-3"X0.131"NAILS COMMON NAIL),q0 K5l FOR SHANK DIAMETERS LARGER THAN 0.142 INCH BUT NOT LARGER THAN O.I77 INCH,AND 100 KSI FOR SHANK METHODS, MATERIAL MINIMUM THICKE55 FIGURE CONNECTION CRITERIA DIAMETERS OF 0.142 INCH OR LESS. FASTENERS 5PAGING WALL b.STAPLES ARE 16 6A6E WIRE AND HAVE A MINIMUM 7/16-INCH ON DIAMETER GROWN WIDTH. Ibd COMMON(3 X2'Xa.lb2") 24"O.G.FADE NAIL c•NAILS SHALL BE SPACED AT NOT MORE THAN 6 INCHES ON CENTER AT ALL SUPPORTS WHERE SPANS ARE 45 INCHES OR GREATER. d.FOUR-FOOT BY&-FOOT OR 4-FOOT BY 01-FOOT PANELS SHALL BE APPLIED VERTICALLY. EXTERIOR SHEATHING PER ' 8 STUD TO STUD(NOT AT BRACED WALL PANELS) 1041 (3"X0.128");OR e.5PAGING OF FA5TENERS NOT INCLUDED IN TH15 TABLE SHALL BE BASED ON TABLE 8602.3(2). TABLE 8602.3(3) b"ED6E5 12'FIELD 3"X0.1319 NAILS 16"O.G.FACE NAIL f.WHERE THE ULTIMATE DESIGN WIND SPEED 15 130 MPH OR LE55,NAILS FOR ATTAGHIN6 WOOD STRUCTURAL PANEL ROOF 5HEATHIN6 TO GS-WSP CABLE END WALL FRAMING SHALL BE SPACED 6 INCHES ON CENTER WHERE THE ULTIMATE DESIGN WIND SPEED 15 GREATER THAN 130 MPH, CONTIWOUSLY SHEATHED i6d BOX(3 X2"X0.135");OR NAILS FOR ATTACHING PANEL ROOF 5HEAT'HIN6 TO INTERMEDIATE SUPPORTS SHALL BE BE 5PACED b INCHES ON CENTER FOR MINIMUM 48 INCH Hoop STRUCTURAL PANEL INTERIOR SHEATHINI6 PER STUD TO STUD AND ABUTTING STUDS AT INTER5PGTING WALL 3"X0.131"NAILS 12'O.G.FADE NAIL DISTANCE FROM RID6E5,EAVES AND CABLE END WALLS;AND 4 INCHES ON CENTER TO CABLE END WALL FRAMING, 10Q TABLE 8802 3(I)or 8602.3(2) q CORNERS(AT BRACED.WALL PANELS) g.6YP50M SHEATHING SHALL CONFORM TO ASTM G 1356 AND SHALL BE INSTALLED IN ACCORDANCE WITH 6A 253.FIBERBOARD SHEATHING VARIES BY FASTENER Ibd COMMON(3 X2'XO.Ib2") 16"O.G.FACE NAIL SHALL CONFORM TO A5TM G 208. O h.SPAGIN6 OF FASTENERS ON FLOOR SHEATHING EDOES APPLIES To PANEL ED6E5 SUPPORTED BY FRAMiN6 MEMBERS AND REQUIRED Ibd COMMON(3 Y2"X0.162"9 Ib" O.G.EACH EDGE FACE NAIL BLOCKING AND AT FLOOR PERIMETERS ONLY.5PAGING OF FASTENERS ON ROOF SHEATHING PANEL ED6E5 APPLIES TO PANEL EDGES H 10 BUILT-UP HEADER(2"TO 2"HEADER WITHY2"SPACER) SUPPORTED BY FRAMING MEMBERS AND REOUIRED BLOCKING.BLOGKIN6 OF ROOF OR FLOOR SHEATHING PANEL EDGES PERPENDICULAR TO be Ibd BOX(3 J4"X0.135') 12"O.G.EACH EDGE FAGS NAIL THE FRAMING MEMBERS NEED NOT BE PROVIDED EXCEPT AS REQUIRED BY OWER PROVISIONS OF THI5 CODE.FLOOR PERIMETER SHALL BE GS-6 SUPPORTED BY FRAMING MEMBERS OR SOLID BLOCKING. W400D S OUSLY SHEATHED 5-841 BOX(2 Y2'X0.113");OR W5 IU OOD STRUCTURAL PANEL '�/8�� SEE METHOD GS-NSP SEE METHOD GS- P I WHERE A RAFTER IS FASTENED TO AN ADJACENT PARALLEL GEILIN6 JOIST IN ACCORDANCE WITH THIS SCHEDULE,PROVIDE TWO TOE NAILS Z ADJACENT TO 6AtRAGE II CONTINUOUS HEADER TO STUD 4-8d COMMON(2 Y2"X0.131");OR TOE NAIL ON ONE SIDE OF THE RAFTER AND TOE NAILS FROM THE GEILIN6 JOIST TO TOP PLATE IN ACCORDANCE WITH THIS SCHEDULE.THE TOE NAIL ON OPENIN65 4-10d BOX 0"X0.128" THE OPPOSITE SIDE OF THE RATER SHALL NOT BE REQUIRED. Q 1641 COMMON{3 "X0.162") Ib"D.G.FAGS NAIL !u� 12 TOP PLATE TO TOP PLATE loci BOX(3•x0.128);OR TABLE R802.11 RAFTER OR TRUSS UPLIFT CONNECTION FORCES `n 3"X0.131")NAILS 12"O.G.FACE NAIL oibG d.e.f a h � FROM WIND (ASD) (POUNDS PER CONNECTION) O WNTlwou LY SHEATHED �6�� SEE SECTION R602.10b.4 SEE SECTION R602.10b.4 6-Ibd COMMON(3 J"X0.162");OR EXPOSURE B Z PORTAL FRAME BRACED WALL LINE SPf�GIN6<25' DOUBLE TOP PLATE SPLICE FOR SDG's A-D WITH SEISMIC 12-I6d BOX(5)2'X0,135);OR 2 12-lod BOX(3"X0.128");OR FACE NAIL ON EACH SIDE OF Vu 12-3"X0.131"NAILS END JOINT(MINIMUM 24"LAPp ULTIMATE DESIGN WIND SPEEDlt (mph) Z SPLICE LENGTH EACH SiDE OF RAFTER OR ROOF SPAN 130 mph 140 mph END JOINT) 00 i(7 13 p p I Y2" ton DOUBLE TOP PLATE SPLICE 5DC's D,D R (for,OAND TRUSS 5PAGING (FEET) 9 X 0.12 dia. 12-I6d(3 Ys"x0.135") ROOF PITCH ROOF PITCH ii or 25/3 n for 1 X2"thick sheathing) � A �OFTW BRACED WALL LINE SPAGIN6?25' C,5-SFBa y2 2 3/4" long X 0.12 dia. LAW FOR ANY pEFI <5:12 >5:12 <5:12 >5:12 CONTINUOUSLY SHEATHED maximum 16�� (for x/32"thick sheathing 3"EDGES 6"FIELD UNLESS ACTING SCW" QGIn (214" long X 0.131"dia)nails galvanized roofing nails or 6dcommon U "TW I6d COMMON(314'X0.162") I6"O.G.FAGS NAIL 12 015 22 1 3 StUG� 5 STRUCTURAL FIBERBOARD DIRECTION., OFA lJCFWZn 88 14 BOTTOM PLATE TO JOINT,RIM JOIST,BAND JOIST OR 18 122 112 157 146 p g ARCHITECT,To ALTER P!Ry BLOCKING(NOT AT BRACED HALL PANELS) 1(76 SOX(3 "X0.135" ITEM ON THIS'DRAwwn P);OR 12"O.G.FACE NAIL 24 141 13'1 Iq2 118 ANYWAY ANY AUTHOR 3°x0.131^)NAILS 28 167 153 216 200 = ALTIra,aT►'Ofa MUST @� FOR 51: I It�I:H = 25.4 mm, I FOOT = 304.8mm, I degree = 0.0I75 rad, I pound per s vara foot=47.8 N/m , i mite per hour = 0.44-1 m/s. NOTED.SEALED,At�P� 3-16d BOM(3Y2"X021XO.I 2- s EACH 16"O.G.FACE NAIL 32 185 170 240 222 a, Adhesive attachment of wall sheathing Including Method 6B, shall not e permitted In Seismic Design Categories G, Do, DI and D2. NOTEDDESCn.SE ih ACS 13 BOTTOM PLATE TO)DINT,RIM J015T,BAND J015T OR 2-Ibd COMMON(3 XZ°X0,162");OR 2 F.�4GH Ib'O.G.FAGS NAIL 3b 203 I8b 264 24 9 9 p BLOCKING(AT BRACED WALL PANELS) 4-3"X0.131" NAILS 4 EACH 16'OC.FACE NAIL 42 230 211 300 278 b. Applies tD panels next to garage door opening where supporting gable end Wall or roof load only. Shall onlybe Used on one Wall RC9 r,:. YJITH THE,i"AW,• of the ora^e. In Seismic Design Categories D D and D roof covering dead load shall not exceed 3 psf. 48 258 236 336 31 I g ' 9 9 0� 1 4-Sd BOX(2 'X0.113");OR 2 g 5-I6d BOX(5 op,oR 12 126 117 162 150 c. Garage openings adjacent to a Method 05-0 panel shall be provided with a header in accordance with Table Rb02.5 (1). A full 4-&a COMMON(2Y�'X0.131");OR TOE NAIL 18 162 149 2001 014 height clear opening shall not be permitted to a Method GS-G panel. 4-I0d e0x f3"x0.12&^);0R 24 a:22,70 182 255 23-7 d. Method CS-5FB does not apply In 5e15MIc Design Categories Da, 01 , D2. Ib TOP OR BOTTOM PLATE TO STUD 4-3"x 0.131 NAILS 28 203 287 266 e. Method applies to detached one and two-family dwellings in Seismic Design Categories Dothrough D2only. 3-Ibd Box M J'Xo.I3s);OR I6" O.G. 32 226 314 215 2-I6d COMMON(3 X2"XO.Ib2');OR END NAIL 36 24-1 351 325 3-Iod BOX(3"X0.128");OR 2 2 1 0101 370 r\ 1 5-5"X0.151"NAILS 48 343 314 447 414 r 3-I0d BOX(3"x(5,15 );OR EXP05URE G TABLE R5: 7.2 I7 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 2-I6d COMMON(314"X0.162");OR 3-3°x0.131•NAILS FACE NAIL ULTIMATE DE51ON WIND SPEED Vult (mph) DECK LEDGER CONNECTION TO BAND J015T a>' 3-&dBox(2 "xo.n3);OR RAFTER OR ROOF SPAN (DECK LIVE LOAD=40 PSF, DECK DEAD LOAD=10 PSF, SNOW LOAD < 40 PSF 18 I" BRAGS TO EACH STUD AND PLATE 2-bd COMMON(BFACE NAIL 2 Y2"X0.131");OR TRU55 SPACING (FEET) 130 mph 140 mph J015T SPAN v 2-10d OX(3"x0.125'7;OR 2 STAPLES I s/4^ ROOF PITCH ROOF PITCH GONNI TION DETAILS V AND LE55 6'1"TO b' 8'I"TO 10' I loll TO 12' 1 1211 TO 14' 14'1"TO 16' ib'I To 18' BOX 2 XO. ;OR <5.12 >5:12 <5:12 >5:12 ON-CIENTER SPAGIN6 OF FASTENERS 2-Sd COMMON(2 X2"X0.131");OR INCH DIAMETER LAO SCREW c,d 14 I"X 6"SHEATHING TO EACH BEARING 2-Iod BOX(3"X0.12&1);OR 12 161 151 I q8 186 30 23 18 15 13 II 10 s FACE NAIL 18 208 Iq5 25-7 242 WIN � INCH MAXIMUM SHEATHING 2 STAPLES,I"GROWN,Ibga.,l /4'LONG �INCH DIAMETER BOLT WITH� INCH MAXIMUM SHE:ATHIN6 d 36 36 34 2g 24 21 Ig �J6 24 256 2301 317 2018 �.� 3-&d Box(2 "x0,113");OR 3-8d COMMON(2 Ys X0.131");OR 12" 28 2801 261 358 335 O.G. INCH DIAMETER BOLT WITH 1-INCH G M 3-Iod BOX(3"X0.128°);OR 32 321 2q1 MAXIMUM SHEATHINGa 6 3-73 36 36 201 24 21 18 16 3 STAPLES, I'GROWN, Ibga.,l 5/4"LONG 36 353 3201 438 411 FOR 51: 1 Inch =25.4 mm, I foot =304.6 mm,I pound per square foot = 0.0479 kPa 20 1"X 6"AND WIDER SHEATHING To EACH BEARING 42 402 375 4ciq 468 a.Ledgers shall be flashed In accordance with Section R703.4 to prevent water from contracting the house band joist. t� t a tt WIDER THAN I"X 8" FACE NAIL p g W a 4-8d Box(2 J•xo.I13");OR 48 450 420 560 524 b.Snow load shell not be assumed to act concurrently with five load. 3--8d COMMON(2 X2"X0.131'7;OR 12 214 201 263 24.1 c.The tip of the lag screw shall fully extend beyond the Inside face of the band Joist. �) F"b:? l� 3-10d BOX(3"X0.128");OR IS 277 2501 3 2 322 d.sheathing shell be wood structural poncl or solid sawn lumbar 4 STAPLES, I"GROWN,ibga.,l 5/4'LONG 24 340 318 422 3016 e.Sheathing shall be permitted to be wood structural panel,gypsum board,fiberboard, lumber or Foam sheathing. Up to I/2-Inch tl^lckness 0 stackad washers shall be permitted to substitute for up to 1/2-Inch of allowable FLOOR 16 O.G. 28 384 358 416 446 sheathing thtckncss where combined with wood panel or lumber sheathing. 4-&a Box(2 I•xo.1131);OR 32 427 3018 5201 416 {� 21 JOIST TO SILL,TOP PLATE OR 61RDER 5--bd COMMON(2 VX0.1317);OR 36 464 438 563__ 54.7 3-10d BOX(VX0.128");OR TOE NAIL 42 535 4qq 664 622 B>d E3 (2 0 NAILS 48 501015501 7 5545 6017 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS* AS PER 841 BOX(2 "X0.113") 4"O.G.70E NAIL TABLE 850-7.2.1 RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP PLAGEM`NT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND J015TS TABLE 8301.7 OF THE 2020. INTERNATIONAL RESIDENTIAL CODE 22 to COMMON(2Y2"xo.l3i"1;oR FOR 51: 1 INCH = 25.4 mm, I FOOT = 304.8mm, I MILE PER HOUR= 0.44"1 m/s, PLATE(800F APPLICATIONS ALSO) IOd BOX(3"X0.12&');OR 6.O.G.TOE NAIL 3"X0.131"NAILS I POUND =0.4544, 1 POUND PER SQUARE FOOT = 47.01 Wm2, I plf 14.6 N/m MINIMUM END AND EDGE D15TANGES AND 5PAGING BETWEEN ROWS ALLOWABLE - a Box .11 ;oR STRUCTURAL MEMBER 2-&d COMMON(2 Y2"x0.131");OR W o. THE UPLIFT CONNECTION FORGES ARE BASED ON A MAXIMUM 33 FOOT MEAN ROOF TOP EDGE BOTTOM EDGE ENDS RO5PAGING DEFLECTION 23 1"x 6•sUBFLoOR OR LE55 TO EACH JOIST 3-Iod BOX 03"X0.126'7;OR sFACE NAIL HEIGHT AND WIND EXPOSURE CATEGORY B OR G. FOR EXPOSURE D, THE UPLIFT 2 STAPLES,I"GROWN,ibga.,l LONG RAFTERS HAVING SLOPES GREATER THAN 3/12 L/180 /a" CONNECTION FORGE SHALL BE SELECTED FROM THE EXPOSURE G PORTION OF THE LEDGERa 2 1NCHESd 3/4 INCH 2 INGHESb I % INGHESb WITH NO FINISHED GEILIN6 ATTACHED TO 5-1661 BOX(3 Y2'Xo.Is5");OR TABLE U51NO THE NEXT HIGHEST TABULATED ULTIMATE DESIGN WIND SPEED. THE RAFTERS 24 2"SUSFLOOR TO JOIST ONR 61PDER 2-16d COMMON(3 Y2"x0.162") BLIND AND FACE NAIL BAND JOISTc 3/4 INCH 2 INCHES 2 INGHESb I % INGHESb ADJUSTMENT COEFFICIENTS IN TABLE 8301.2(3) SHALL NOT BE USED TO MULTIPLY THE INTERIOR WALLS AND PARTITIONS H/180 25 2"PLANKS(PLANK d BEAM-FLOOR a ROOF) 3-I6d BOX(3 Y�'x0.135");OR AT EACH BEARING,FACE NAIL TABULATED FORGES FOR EXPOSURE G AND D OR FOR THE OTHER MEAN ROOF FOR 51, I INCH-25.4 MM :2-16d COMMON(3 Y� a. LAG SCREWS OR BOLTS SHALL BE STAGGERED FROM THE Top To THE BOTTOM ALONG THE HORIZONTAL RUN OF THE DECK LEDGER IN ACCORDANCE WITH FIGURE R5o72.1(I). FLOORS 3-I6d COMMON 3 "x0.162") b.THE UPLIFT CONNECTION FORGES INCLUDE AN ALLOWANCE FOR ROOF AND CEILING In. MAXIMUM 5 INCHES. 26 BAND OR RIM JOIST TO JOIST c CEILING WITH BRITTLE FINISHES (INCLUDING L/360 4-10 BOX(3•X0.128);OR ASSEMBLY DEAD LOAD OF 15 P5F. . FOR ENGINEERED RIM JOISTS,THE MANUFACTURER'S RECOMMENDATIONS SHALL 60VERN. PLASTER AND STUCCO) 4-3"x0.131'NAILS,OR END NAIL c. THE TABULATED UPLIFT CONNECTION FORGES ARE LIMITED TO A MAXIMUM ROOF d. THE MINIMUM DISTANCE FROM BOTTOM ROW OF LAC SCREWS OR BOLTS TO THE EDGE OF UR THE LEDGER SHALL BE IN ACCORDANCE WITH FIGURE R50,7-2-1(1). 4-3"x 14go.STAPLES,4"CROWN OVERHANG CEILINGS WITH FLEXIBLE FINISHES (INCLUDING OF 24 INCHES. L/240 20a COMMON(4"X0.101.79;OR 32" ST AT TOP AND BorroM d. THE TABULATED UPLIFT CONNECTION FORGES SHALL BE PERMITTED TO BE GYPSUM BOARD) /2 AND STAGGERED MULTIPLIED BY 0.'75 FOR CONNECTIONS NOT LOCATED WITHIN 8 FEET OF BUILDING ALL OTHER STRUCTURAL MEMBERS L 40 24'0,--.FACE NAIL AT TOP CORNERS. TABLE: R402.1.4 - 2015 INTERNATIONAL ENERGY CONSERVATION CODE IOd Box(3"xo.l2&");OR AND Be. FOR BUILDINGS WITH 0TTOM 5TAGGERED ON WALLS ALLS - WIND LOADa WITH PLASTER OR H/360 AND: 27 BUILT-UP 61RDER5 AND BEAMS,2-INCH LUMBER LAYERS 3'x0.!31"NAILS OPPOSITE SIDES HIP ROOFS WITH 5:12 AND GREATER PITCH, THE TABULATED STUCCO FINISHES UPLIFT CONNECTION FORGES SHALL BE PERMITTED TO BE MULTIPLIED BY 0.'70. THIS EQUIVALENT U-FAGTORS 2-20d COMMON(4"XO.Ig2");OR FACE NAIL AT EN05 AND REDUCTION SHALL NOT BE COMBINED WITH ANY OTHER REDUCTION IN TABULATED EXTERIOR WALLS - WIND LOADSa WITH OTHER H/240 3-Iod BOX(51X0.1245");OR AT EACH SPLICE FORGES. CLIMATE ZONE BRITTLE FINISHES 3-3"XO.13I"NAILS f. FOR HALL TO WALL AND WALL TO FOUNDATION CONNECTIONS, THE UPLIFT FENESTRATION SKYLIGHT CEILING FRAME WALL MASS WALL FLOOR BASEMENT WALL CRAWL SPACE 4-lbd BOX(3}1xo.I35°);OR CONNECTION FORGE SHALL BE PERMITTED TO BE REDUCED BY 60 plF FOR EACH FULL U-FACTOR U-FACTOR U-FACTOR U-VALUE U-VALUE U-VALUE U-VALUE WALL U-VALUE EXTERIOR WALLS - WIND LOADSa WITH FLEXIBLE H/120d 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 3-I6d COMMON 0 Ya"X0.162);OR AT EACH JOIST OR RAFTER, WALL ABOVE. FINISHES. 4-IOd BOX(31X0.12&");OR FACE NAIL 4-3'X0.131 NAILS g' LINEAR INTERPOLATION BETWEEN TABULATED ROOF SPANS AND WIND SPEEDS 4 EXCEPT LINTELS SUPPORTING MASONRY VENEER WALLSe L/600 SHALL BE PERMITTED. MARINE 0.35 0.55 0.026 0.060 O.OgB 0.04'1 0.0501 0.065 211 BRIDGING TO J015T 2-loci(3"x0.128") EACH END,TOE NAIL h. THE TABULATED FORGES FOR A 12-INCH ON CENTER 5PAGING SHALL BE PERMITTED NOTE: L=SPAN LENGTH, H=SPAN HEIGHT TO BE USED TO DETERMINE THE UPLIFT LOAD IN POUNDS PER LINEAR FOOT. 5 AND 0.32 0.55 0.026 0.060 0.082 0.033 0.050 0.055 a, FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS MARINE 4 HEREIN, THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS MAX. AS MAX. AS 0.7 TIMES THE COMPONENT AND CLADDING (ASD) LOADS PROPOSED AS MAX. -V.I.F. _V 11-" - I.F. MIN. AS MIN. A5 MIN. N/A AS MIN. . FOR CANTILEVER MEMBERS, L SHALL BE TAKEN AS TWICE OBTAINED FROM THE TABLE 8301.2(2). V F TABLE 8602.3(3) b WOOD PANEL WALL SHEATHING FASTENING SCHEDULE ab4 THE LENGTH OF THE CANTILEVER. MINIMUM NAIL NIINIMUM WOOD MINIMUM NOMINAL MAXIMUM WALL PANEL NAIL SPAGIN6 ULTIMATE DE516N WIND G. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN ROOFS OR WALLS OF 5UNROOM ADDITIONS OR PATIO STRUCTURAL PANEL C44E5) E55 STUD SPAGIN6 SPEED UU E CAT COVERS, NOT 5UPPORTING EDGE OF &LASS, THE CONTINUOUS PENETRATION PANEL SPAN (INGHE5) (INGHE5) ED6E5 FIELD WIND EXPOSURE CATEGORY SIZE (INCALUMINUM STRUCTURAL MEMBERS 5UPPORTING EDGE OF HE5) BATING (INCHES O.G� (INCHES O.GJ B G D 641 COMMON TABLE: R402.1.2 - 2016 INTERNATIONAL ENERGY CONSERVATION GODS GLA55, THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED (2.0"X0.113) L/175 O 3/ I6 6 12 140 IIS 110 L/175 FOR EACH GLA55 LITE OR L/b0 FOR THE ENTIRE 97d COMMON I6 6 12 170 140 135 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT' LENGTH OF THE MEMBER, WHICHEVER 15 MORE 5TRINGENT. FOR SANDWICH PANELS USED IN ROOFS OR WALL5 OF (25"X:131') 1 s 24 b 7/16 24 6 12 foo n5 !10 SUNROOM ADDITIONS OR PATIO COVERS, THE TOTAL LOAD FOR 51: I inch = 25.4 mm, I MILE PER HOUR= 0.447 m/s MAXIMUM - a.PANEL STRENGTH AXIS PARALLEL OR PERPENDICULAR TO SUPPORT. THREE-PLY PLYWOOD 5HEATHNG WITH STUD SPAGIN6 MORE THAN Ib" GLAZED MINIMUM DEFLECTION SHALL NOT EXCEED L/120. ON CENTER SHALL BE APPLIED WITH PANEL STRENGTH AXIS PERPENDICULAR To SUPPORT. CLIMATE ZONE FENESTRATION SKYLIGHT FENESTRATION GEILIN6 WALL MA55 WALL FLOOR BASEMENT WALL SLAB R-VALUE CRAWL SPACE d. DEFLECTION FOR EXTERIOR HALLS WITH INTERIOR GYP5UM b.TABLE BASED ON WIND PRESSURES AGTIN5 TOWARD AND AWAY FROM BUILDING SURFACES IN ACCORDANCE WITH 5EGTION 83012. U-FAGTORb U-FACTO SHGG ba i 0 e BOARD FINISH SHALL BE LIMITED TO AN ALLOWABLE LATERAL BRACING REQUIREMEN.T5 SHALL BE IN AGGORPANCE WITH SECTION RbO2.10. R-VALUE R-VALUE R-VALUE R-VALUE R-VALUd E 4 DEPTH WALL R-VALUE DEFLECTION OF H/180. c.WOOD STRUCTURAL PANELS WiTH SPAN RATIN65 OF WALL-I6 OR WALL-24 SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 24/0 e• REFER TO SECTION R?03.8.2. SPAN RATING. PLYWOOD GIVING RATED 16 O.G.OR 24 O.G.SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 24/16 SPAN RATING. O 3rJ rrJ 0 4O 4q8/13 IQ 10 / 2FT. WALL-I6 AND PLYWOOD SIDING I6 O.G.SHALL BE USED WITH STUDS SPACED NOT MORE THAN 16" ON CENTER. MARINE 15 + 5 h 13 CAVITY 13 CAVITY 5 AND 0.32 0.55 NR 4q 20 OR 13/17 30 g 15 CONT. OR 15 CONT. OR MARINE 4 15 + 5 h 19 CAVITY 10 / 2FT. Iq CAVITY PROPOSED A5 MAX. -V.i.F. AS MAX. AS MAX. _V I F _V.1.17. AS MIN. AS MIN. AS MIN. AS MIN. WA AS MIN. AS MIN. '� REFER TO CODE BOOK FOR SUPPLEMENT LETTER FOOT NOTES : HURRICANE ANCHORS MANUFACTURED BY SIMPSON STRONG-TIE CONNECTORS MODEL No. H2 5A OR APPROVED EQUIVALENT AT EVERY RAFTER TO PLATE CONNECTION BOTH SIDES WHEN -RAFTERS DO NOT ALIGN WITH STUDS WALL STUDS a 16" O.G. SIMP50N 5TRON6-TIE CONNECTOR lj° MIN. EDGE Ib 60. COIL STRAPPING MANUFACTURED L. #HTZ TO BE USED WHEN BY 51MP50N STRONG-TIE CONNECTORS RAFTER ALIGNS WITH STUD DIFFERENCE MODEL No. 0516 OR APPROVED EQUIVALENT USE A MINIMUM OF TWO Sd / o. . �� 1 NAILS THIS SIDE WITH A TOTAL OF FOUR INTO RAFTE BOTTOM PIA 1 t RIM JOIROOF ST 1J o DOUBLE T 1 f 5/8"4)x12" STEEL ANCHOR `. BOLTS AT 5'-0" O.G. MAX. I i I MIN EMBEDMENT OF 'T" TUD PLATE TIES MANUFACTURED BY SIMPSON I,` // 5TRON6-TIE CONNECTORS MODEL No. RSP4 OR APPROVED EQUIVALENT AT EVERY STUD SEE PLAFL TO PLATE CONNECTION WHEN RAFTERS DO NOT 4 FLOOR J0�15T ALIGN WITH STUD ° ` • I STUDS• 16" O.G. ° ( 0 4 0 TWO fid NAIL-S 16 6a. COIL 5TRAPPIN6 MAMIFAGTURW INTO PLATES ti BY SIMPSON STRONG-TIE GONNEGtORSNOTEt MODEL No. 0516 OR APPROVED EQUIVALENT ALL 5TRAPPIN6 TO BE INSTALLED AS PER MANUFACTURES 16HT 8d NAILSSPEGIFIGATIONS AND NYS CODE INTO STUDS ' WALL 5TUD5 o Ib' D.G. x OOF' e l f-ZA -PP I NO DETAIL 3 ANCHOR BOLT DETAIL 6 NALL 571;ZAPP I NO DETAIL •3 50ALE: 5/4" = 1'-0" ,3 •�✓ SCALE: 5/4" = 1'-O" SCALE: 3/4" = I'-O" USE SIMPSON Z-MAX OR H176 CONNECTORS TO INCREASE CORROSION RESISTANCE FOR ALL HARDWARE IN CONNECTION W/AGO LUMBER. PROVIDE HOLD DOWNS AT WALL STUDS 0 16" O.G. ALL CORNERS AND BOTH HURRICANE ANCHORS MANUFACTURED BY SIDES OF OPENINGS 6' SIMPSON 5TRON6-TIE CONNECTORS OR GREATER IN NIDTH MODEL No. L55U28,LSW210 OR APPRO EQUIVALENT AT EVERY RAFTER TO RIDGE CONNECTION WHEN RAFTERS DO NOT ALIGN DOUBLE 2X STU"--\ HURRICANE ANCHORS MANUFACTURED BY ° IT IS A VIOLATION OF TFC LAW FOIR ANY PERSON, MODEL No TA24 OR APPROO� OOF RAFTERS ° ° UNE ACTIN UNDER"M SIMPSON HDU5-5D5:22.5, EQUIVALENT AT EVERY RAFTER TO RIDGE ° DIRECTION OF A LICENSED BOTTOM PLA. CONNECTION WHEN RAFTERS ALIGN ° ° ARCHITECT,TO ALTER ANY , RIM J015T ° ITEM ON THIS'DRAWM MI s RI ANY WAY.ANY RMW ALRATION MUST BES 7 t3 NOTED,SEALED,AND a DESCRIBED IN ACCORD>!XE WITH THE LAW. SUB FLOOR NOTE: 5TRAPPIN6 TO BE IP RAFTER FLOOR J015T INSTALLED A5 PER MANUFACTURES SILL PLA SPECIFICATIONS AND NYS CODE HIP CORNER PLATES MANUFACTURED TERMITE SHIEL Ib 6a. STRAP TIES MANUFACTURED II FOUNDATION WALL BY SIMPSON 5TRON6-TIE CONNECTORS _ BY 5IMP50N STRONG-TIE CONNECTORS ODEL No. 0516 OR APPROVED EQUIVALENT. MODEL NO. HRC1.81 FOR 2x MEMBERS STRAP TO HAVE MIN. 12" BEARING ON THE STUD OR APPROVED EQUIVALENT INSTALLED AS AND WRAP UNDER SILL PLATE AT FOUNDATION. MANUFACTURES SPECIFICATIONS II "x5"A" 5TL. BEARING PLATE MANUFACTURED BY SIMP50N STRONG-TIE CONNECTORS MODEL No. ' G J� LBPSV2 OR APPROVED EQUIVALENT f d RI DOE 5TRAFFI NO DETA I L ICAL %"x12" HOOKED ANCHOR BOLT S/8" THREADED STEEL RO - 0 51-01, O.G. SCALE: 3/4" = I'-O" - W/7" MIN, EMBEDMENT INTO CONCRETE 51MP50N HDU5-SDS2. - WITHIN 6-12" OF EACH END OF PLATE 2 FOUNDATION 5TRAFF I NO DETAIL DOUBLE 2X STU Q •� SCALE: 3/4" = 1'-0" 51MP50N HDU5-SD52, o "' HURRICANE TIES MANUFACTURED BY w cc -J S z WHEN NOT ALIGNED WITH RAFTER, SIMPSON STRONG-TIE C.ONNEGTOR5 MODEL CONNECT KING STU05 TO TOP PLATE, HOOKED ANCHOR BOLT NO. H25 OR APPROVED EQUIVALENT AT EVERY V l r SEE Roof S1RAPF'IN6 DETAIL WRAP ly4" 6AL5. 20 6A. COIL STRAP MIN. 12" PENETRATIO , RAFTER TO BEAM CONNECTION 130TH SIDE TOP OF TOP PLATE # NAILINTO FOUNDATION a HIP CORNER PLATES MANUFACTURED Roof FRAMINS BY SIMPSON STRONG-TIE CONNECTORS v MODEL No. HCP2 FOR 2x MEMBERS AND No. HCP4 FOR 4x MEMBERS OR APPROVED EOU I VALENT INSTALLED AS MANUFACTURES SPECIFICATION IF CRIPPLE DOUBLE TOP PLATE iv STUDS DOUBLE TOP PLATE ROOF RAFTE O WALL FRAMING POST GAP MANUFACTURED BY SIMPSON o A. • STRONG-TIE CONNECTORS MODEL No. 5052-2/4 OR APPROVED EQUIVALENT INSTALLED II AS PER MANUFACTURES SPECIFIGATION5 ADER u IV BE JACK DECORATIVE COLUMN COVER STUD �� 4x4 CO � � ST��PP i NO DETAIL FRAMED OPENING FOR NEW COLUMN B WINDOW OR EXTERIOR DOOR '3 SCALE: 5/4" USE SIMPSON Z-MAX OR HDG CONNECTORS TO INCREASE CORROSION RE515TANOE FOR ALL HARDWARE IN CONNECTION ' W/ A00 LUMBER. �^ 4 HOLD DONN DETAIL . 1 _ •3 50ALE: 5/4" - 1'-0" P. GONG. 5 NOTE: . ( I UPLIFT CONNE0T1ON 15 REQUIRED NO UPLIFT GOTINEGTORS.� AT EACH END of THE HEADER AND AT COLUMN BASE MANUFAGIVRED BY n ( I O UPLIFT D T1HI5 AREA I ( I BOTTOM OF HEADER STUDS IN ADDITION SIMPSON 5TRON6-TIE MODEL II II TO CONNECTORS AT WALL STUDS AND No. G13044-SDS2 INSTALLED a AT TOP AND BOTTOM OF CRIPPLES. AS PER MANUFACTURER5 n x SPECIFICATIONS OR APPROVED EQUIVALENT o P. GONG. CHEEK WALL 6 CO. STRAP TIE5 MANUFACTURED BY SIMP50N STRON6-TIE CONNECTORS USE SIMPSON Z-MAX OR HMO GONNEGTOR5 MODEL No. 0516 OR APPROVED EQUIVALENT. TO INCREASE CORROSION RESISTANCE STRAP TO HAVE MIN, 12" 5EARIN6 ON THE STUD FOR ALL HARDWARE IN CONNECTION /� �j /, A AND WRAP UNDER SILL PLATE AT FOUNDATION. W/ACQ LUMBER & POROH 5Tpt�l"11- F I NO DETAIL. - 5 UPL I F-r CONNECTOR DETAIL L .3 SCALE: 3/4" = I'-O" •3 SCALE: 3/4" = 1'-0"