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Home My WebLink About46427-Z ��o�OS11FFI1l�lpGy Town of Southold 12/11/2021 a P.O.Box 1179 0 o 53095 Main Rd � 't,1jo1 �ao� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42608 Date: 12/11/2021 THIS CERTIFIES that the building ACCESSORY ALTERATION Location of Property: 3400 Youngs Ave., Southold SCTM#: 473889 Sec/Block/Lot: 55.-5-5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/3/2021 pursuant to which Building Permit No. 46427 dated 6/15/2021 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: "as built"conversion of accessory garage to non-sleeping, non-habitable and unheated pool house with storage as applied for. The certificate is issued to TSC Holdings LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED t prize ignature rA g�FFQ1K�o TOWN OF SOUTHOLD BUILDING DEPARTMENT x TOWN CLERK'S OFFICE o . SOUTHOLD, NY ?fJ/pl � ,�•ap�ff 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#: 46427 Date: 6/15/2021 Permission is hereby granted to: TSC Holdings LLC 46520 Route 48 Southold, NY 11971 To: legalize "as built" conversion of accessory garage to pool house and storage as applied for. Additional certification may be required. At premises located at: 3400 Youngs Ave., Southold SCTM #473889 Sec/Block/Lot# 55.-5-5 Pursuant to application dated 6/3/2021 and approved by the Building Inspector. To expire on 12/15/2022. Fees: AS BUILT-ACCESSORY $512.80 CO-ACCESSORY BUILDING $50.00 Total: $562.80 BuilJWg rnspector so Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 sean.devlina-town.Southold. us Southold,NY 11971-0959 ® a® y' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To TSC Holdings LLC Address: 3400 Youngs Ave City:Southold St: NY zip: 11971 Building Permit#. 46427 Section 55 Block: 5 Lot: 5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Home Owner License No. SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor Pool House X Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 8 Ceiling Fixtures 8 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Wall Fixtures 4 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel 100A A/C Blower Range Recpt Ceding Fan 1 Combo Smoke/CO 1 Transformer UC Lights Dryer Recpt Emergency FixturesTime Clocks Disconnect Switches 10 4'LED Exit Fixtures Pump Other Equipment 100A Sub Panel 24 Circuit - 8 Used Notes: Garage Turned Into Pool House Inspector Signature: Date: August 12, 2021 S Devlin-Cert Electrical Compliance Form qf SO * TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm�E'' 765-1802 INSPEC.TION [ ] 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 REMARKS:- �' !�RAf4 0 u s ) ke r o, 2 A C) t Z, �24 DATE APs �' INSPECTOR ho�aOF 50 bTyo� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . [ ] FOUNDATION 1ST [ ] ROUGH PLB-G. t [ ] FOUNDATION 2ND [ ] NSULATION/CAULKING- [ ] FRAMING/STRAPPING [ FINAL PSC " [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: l(oll-worc, l� s6vom,e, --6- - �zg:n� - - 504 closik 'wtiko'gulto'd, rivseju DATE Y� INSPECTOR gg 1 - ♦. J�y� � r �kms' it �;�' .r i l y' { i 47 � 7 • .. S 'Aq 'r tp..- 1 .'�. .,;�fi,'tx. i�` 4 z_.. .i' ?C-:�. t ... �+;y,.. ►� W��4�. �. !.- -:i �M ti i �Z � ��b 'j t� � ,i _ ' _. ,. c _. .. _ -- 1 ��;. I �.�tai, Is /r � t 1 x� _ �r � 1 i F � � 'tl t I � I j i l' n' c-D S° .. FIELD INSPECTION REPORT DATE COMMENTS —, FOUNDATION(1ST) y -------------------------------- FOUNDATION(2ND) z 0 ROUGH FRAMING& PLUMBING c� " 1 r INSULATION PER N.Y. H STATE ENERGY CODE v ' -4+ xi FINAL otr- —AA ADDITIONAL COKMENTS 9100 0 TZ m L � 0 z �r r b H =o�gUFFO(K�OGy� TOWN OF SOUTHOLD—BUILDING DEPARTMENT h x Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 �y�o• �ao�� Telephone(631) 765-1802 Fax(631) 765-9502 haps://www.southoldtowMy.gov f Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT N0. Building Inspector: UN 3 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 )' vTITIDING DEF-IT. Owner's Authorization form(Page 2)shall be completed. Date:6/2/2021 OWNER(S)OF PROPERTY: Name:TSC_HOldln s _-LLC. SCTM#1000-55— Project Address*3_4.0.0Youn s_Avenue._.S.O_uthol.d ._NY 11.9.7_1 Phone#:6317_6.5-5.81.5 Email:tmccarth_ _.tmccarth_ _ mail..com Mailing Address:46.520_Caunt. _Road 48 _SO.uthoId _NY 11.9.7_1 CONTACT PERSON: Name:T_homas_J_._McCarth_ MailingAddress:46520_Count. _Road 48 _SO.uthold _NY 11.9.7_1 Phone#:631-7_6.5-5.81-5 Email-tmccarth_ _.tmccarth_ _ mail-c_ o . DESIGN PROFESSIONAL INFORMATION: Name:Jeffr_e- _T_._Butler__P-.E. _P_.C. Mailing Address:P_.O._Box 634_Shor..eham _NY 11.7.86 Phone#:631_20.8-885.0 Email:aeff. butler=ae.com CONTRACTOR INFORMATION: Name:NA Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: D Other Garage conversion $ Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes RNo 1 PROPERTY INFORMATION ' Existing use of property:Residential---- Intended use of property:Resldental-- - Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to RO this property? Dyes ®No IF YES, PROVIDE A COPY_ 8 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 e):Tho cCarthy ❑Authorized Agent BOwner Signature of Applicant: Date: 6/2/2021 STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Thomas J. McCarthy being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Owner (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of 20_L Notary Public ANDREA RIVE Notary Public,State of New York PROPERTY OWNER AUTHORIZATI N No.01814768970 Where thea applicant is not the owne Qualified in Suffolk County pp ) Commission Expires NOV.30,20x2 I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 �Q�oSuffO(,�COG BUILDING DEPARTMENT- Electrical Inspector ,� yam► TOWN OF SOUTHOLD o i Town Hall Annex- 54375 Main Road - PO Box 1179 o Southold, New York 11971-0959 '1•jj O� Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr@southoldtownny.gov — seanda-southoldtownny.qov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 6/2/2021 Company Name: NA Name: License No.: email: Phone No: 01 request an email copy of Certificate of Compliance Address.: JOB SITE INFORMATION (All Information Required) Name: TSC Holdings, LLC Address: 3400 Youngs Avenue Southold, NY 11971 Cross Street: County Road 48 Phone No.: 631-765-5815 Bldg.Permit#: submitted email: tmccarth tmccarth y. y@gmail.c Tax Map District: 1000 Section: 55 Block: 5 Lot: 5 BRIEF DESCRIPTION OF WORK (Please Print Clearly) Garage converison Check All That Apply: Is job ready for inspection?: DYES F;�]NO ❑Rough In ❑Final Do you need a Temp Certificate?: DYES ❑✓ NO Issued On Temp Information: (All information required) Service Size ❑l Ph ❑3 Ph Size: A # Meters Old Meter# ❑New Service ❑ Service Reconnect ❑ Underground ❑Overhead # Underground Laterals ❑l 02 ❑H Frame❑Pole Work done on Service? ❑Y ❑N Additional Information: PAYMENT DUE WITH APPLICATION JUN 3 2021 Electrical Inspection Form 2020.xlsx FF I'DTX1 El R PIT`, i gufRue BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD C* i Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 1 fix` rogerli)-southoldtownny.gov — seand(a)-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 6/2/2021 Company Name: NA Name: License No.: email: Phone No: ❑I request an email copy of Certificate of Compliance Address.: JOB SITE INFORMATION (All Information Required) Name: TSC Holdings, LLC Address: 3400 Youngs Avenue Southold NY 11971 Cross Street: County Road 48 Phone No.: 631-765-5815 Bldg.Permit#: submitted qk,Yo�7 email: tmccarthy.tmccarthy@gmail.c Tax Map District: 1000 Section: 55 Block: 5 Lot: 5 BRIEF DESCRIPTION OF WORK (Please Print Clearly) Garage converison Check All That Apply: Is job ready for inspection?: DYES ONO ❑Rough In ❑Final Do you need a Temp Certificate?: DYES ❑✓ NO Issued On Temp Information: (All information required) Service Size ❑1 Ph ❑3 Ph Size: A #Meters Old Meter# New Service ❑ Service Reconnect ❑ Underground ❑Overhead # Underground LateralsD1 ❑2 ❑H Frame❑Pole Work done on Service? ❑Y ❑N Additional Information: Li-�LtUVL PAYMENT DUE WITH APPLICATION J U N 3 2021 Electrical Inspection Form 2020.xisx ^RI7,901N.G BE PPT, PERMIT# Address: Switches I Y' I Outlets� GFt's Surface I jf'I 1 Sconces I I 44H's UC Lis Fans Fridge HW Exhaust Oven Dryer OC Smokes ' DW Service Carbon Micro 'Generator CCJ VSc� . . ambo 1 Cooktop. 1nser AC AH - - - Mini - - -- -. - J Special- Comments: C McCAKrHY MANAGEMEW, INC. AL 46520 COUNTY ROAD 48 SOUTHOLD, NY 11971 DAT JOB NO (631) 76,5-5815 FAX (631) 765-5816 ATTENTION e� TO ® ` jyb4 o RE 1 ®®6;ousAnc) Lon v WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ U�a K, Sm ale ri D - -- l tit Id c pi .e ir ru..b THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: If enclosures are not as noted,kindly notify us at once. McCARTHY MANAGEMENT, INC. LETTEROFTRANSMITTAL, 46520 COUNTY ROAD 48 SOUTHOLD, NY 11971 Q Qd-&DATE 7dJOB NO. (631) 765-5815 FAX (631) 765-5816 ATTEN TO RE. A0 v�V a WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: I ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ e , 1 COPIESDATE NO,. DESCRIPTION Li s OEC g ZU'�1UJL BUILDING DEPT TOWN OF SOUTHOLD THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS -VEL27 COPY TO SIGNED: If enclosures are not as noted,kindly notify us at once. Bunch, Connie From: ruthie.love@thomasjmccarthy.com Sent: Wednesday, December 08, 2021 10:06 AM To: Bunch, Connie Subject: Permit#46427 Attachments: IMG_6413.JPG; Untitled attachment 03478.txt Good Morning Connie, This should be the last piece of information you need to write the CO. Please let me know if you need anything else. Thank you, Ruthie Love Office Manager McCarthy Management, Inc. 46520 County Road 48 Southold, NY 11971 631-765-5815 (o) 631-765-5816 (f) -----Original Message----- From:Tom Mccarthy<tmccarthy.tmccarthy@gmail.com> Sent: Wednesday, December 8, 20219:51 AM To: Ruthie Love <ruthie.love @thomasjmccarthy:com> Subject:Young's ave ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 ROAD SITE PLAN FOR: N�gT� LAND N/F OFE PROPOSED ACCESSORY BUILDING a o NORTH ROAD RED HOUSE LLG 8()03()'30 .001 oEX MODIFICATION W � 21 � N T EX P05 51 TUATE AT: 51 TE ADDRE55: p.., r r GE EX 6' STOCKADE FEN POST 5OUTHOLD N.Y. 3400 YOUNG5 AVE a% v� EX GRAVEL DRIVEWPY EX DE FENCE V1 TOWN OF COUNTY, N SOUTHOLD,NY IMI w m O 4' 5TOGKA SUFFOLK COUNTY, NEW YORK �p 00 5GTM NO.: 1000-55-5-5 �j X:<t! O PIPE EX WOOD RAIL FENCE O (� 0 51TE DATA: [� <q AREA OF SITE: ±423gg.bb 5.F. (O.crl34AG� �.� p N BUILDING AREA: PROPOSED H DkELLIN6 tgbl 5Q.FT.,N.G. �+ GOVERED PORGH ±Ibg 50.FT.,N.G. 6ARA6E,GONVERTED TO; ap EX 5'GHAINLINK FENCE POOL HOUSE 310 5Q.FT 5TORA6E 81 50.FT. POOL ±bll 50.FT.,N.G. 0 POOL PATIO ±461 5Q.FT..N.G. O TOTAL AREA #2,813 5Q.FT. EXISTING Q.E 6A5 METER E)Q6 ,1LOT GOVERACE 0.0&0(bb345%) EX.U P. �i ¢ O pooh SITE PLAN BASED ON SURVEY BY: 40 4 ' 5 4' KEN M.WOYGHEGK,LS. 'd C; F11 EX.2 5T(FR EX. 15TY FR. II-18-2020 LING � 1 DVS o�' PLANTING SHED Vjp3 EX BRICK PATIO A 013 !� x-11 TO BE REMOVED �� FES I NPS' I 0 151' N GONG. AREA: ±I bb 5Q.FT. `P P.E. 16 0' O 4 5'GHAINLINK FENCE c, Z Y 211 z (74 EX ASPHALT p`t1VE41A• Q EX. 15TY FR. 6ARA6E LAND N/F OF V �5 EX GONG CURB (TO BE CONVERTED TO POOL SUSAN MGGARTHY HOUSE AND 5TORAGE) 9 q AREA: ±3cil 50.FT. (DRY U5E) N O O z POOL HOU5E: 310 50.FT. O z 3 ly STORAGE: bl 50.FT. 4, L� d (Y � Q C)p `p q Q rz o MON z g O 0 211.00 ooN ° o LINE FND EX HEDGE ALONG a m � .. PIPELAND N/F OF p z S 800 rZ 0'3011 VST QUAD ENTERPR15ES GO LLG O E, UP. SITE PLAN PAGE 1 30 15 O 30 60 g0 120 150 6RAPHIG 5GALE I" = 30'-O" �f VA -------- N)o R301.2.2.2WEIGIITS OF MATERIALS. SCOPE OF WORD: DESIGN CRITERIA: AVERAGE DEAD LOADS SHALL NOT EXCEED 15 POUNDS PER SQUARE FOOT INTERIOR ALTERATION TO EXISTING GARAGE NOTE: THESE DRAWINGS ARE INCOMPLETE WITHOUT DETAIL SHEETS (ADDENDUM TO DRAWING SET). (720 PA)FOR THE COMBINED ROOF AND CEILING ASSEMBLIES(ON A ADD WALL TO DELINEATE EXTENT OF POOL HOUSE WIND SUBJECT TO DAMAGE FROM HORIZONTAL PROJECTION)OR 10 POUNDS PER SQUARE FOOT(480 PA)FOR AND STORAGE AREA WINTER AIR ANNUAL ICE BARRIER USE/ FLOOR ASSEMBLIES,EXCEPT AS FURTHER LIMITED BY SECTION R301.2.2. NEW WINDOWS AND DOORS GROUND SPEED EXPOSSPECIAL WIND-BORNE SEISMIC FROST DESIGN FREEZING MEAN UNDERLAYMENT WALL SHEATHING OCCUPANCY MEAN SPECT DEAD LOADS FOR WALLS ABOVE GRADE SHALL NOT EXCEED: NEW SIDING AND TRIM SNOW URE TOPOGRAPHIC FLOOD LIVE DEAD ROOF UPLIFT LOAD TYPE OF NEW METAL ROOF LOAD (MPH) CATAGORY EFFECTS WIND DEBRIS ZONE DESIGN LINE TEMP. INDEX TEMP REQUIRED HAZARDS LOAD LOAD SUCTION LOAD CLASSIFICATION HEIGHT HEIGHT RATIO FIRE AREA CONSTRUCTION 1.FIFTEEN POUNDS PER SQUARE FOOT(720 PA)FOR EXTERIOR LIGHT-FRAME REGION CATAGORY WEATHERING DEPTH TERMITE DECAY WOOD WALLS. MODERATE SLIGHT TO FROM 1998 PERIMITER EDGE ZONE=37.2 psf EDGE ZONE=29.1 psf 20 psf 140 B NO NO YES C SEVERE 36" TO HEAVY MODERATF, 11 599 599 YES 40 psf 20 psf ACCESSORY N.C. N.C. 1:3 391 SQ.FT. TYPE V 2.FOURTEEN POUNDS PER SQUARE FOOT(670 PA)FOR EXTERIOR LIGHT- FIRM MAPS INTERIOR ZONE=29.6 psf INTERIOR ZONE=24.6 psf FRAME COLD-FORMED STEEL WALLS. OPENING PROTECTION BY TABLE R301.6 2020 NYS UNIFORM CODE: TABLE R301.5 WOOD STRUCTURAL PANELS WINDOW PERFORMANCE DATA: 3.TEN POUNDS PER SQUARE FOOT(480 PA)FOR INTERIOR LIGHT-FRAME MINIMUM UNIFORMLY DISTRIBUTED LOADS(PSI) PERSUANT TO R30L2-1.2,SEE MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE THESE PLANS HAVE BEEN DRAWN IN ACCORDANCE WOOD WALLS. T PER SQUARE FOOT OF HORIZONTAL PROJECTION WITH 2020 RESIDENTIAL BUILDING CODE FASTENING SCHEDULE ON PUBLISHED BY NEW YORK STATE. ALL WINDOWS 5Y ANDERSEN 4.FIVE POUNDS PERS SQUARE FOOT 240 PA FOR INTERIOR LIGHT-FRAME USE LIVE LOAD DETAIL SHEET IN THIS SET Q ( ) TRIBUTARY LOADED TO THE BEST OF OUR KNOWLEDGE,THESE PLANS U°•30, SHGC=.31, Dr"' 30, LOW E SUN COLD-FORMED STEEL WALLS. UNINHABITABLE ATTICS WITHOUT STORAGE 10 AREA IN SQUARE FEET SEE DETAIL SHEET FOR FOR ANY STRUCTURAL COMPLY WITH THE TOWN OF SOUTHOLD ZONING AND UNINHABITABLE ATTICS WITH LIMITED STORAGEWITH FI 20 CONSTRUCTION CODES. NO MECHANICAL SYSTEMS ARE PROI OSEi) 5.EIGHTY POUNDS PER SQUARE FOOT(3830 PA)FOR 8-INCH-THICK(203 MM) HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 HIGH WIND CONNECTION MEMBER ' MASONRY WALLS. BALCONIES(EXTERIOR)AND DECKS 40 REQUIREMENTS FIRE ESCAPES 40 ROOF SLOPE 0 TO 201 TO OVER 6.EIGHTY-FIVE POUNDS PER SQUARE FOOT(4070 PA)FOR 6-INCH-THICK 200 600 600 GUARDS AND HANDRAILS 200 (152 MM)CONCRETE WALLS. GUARD IN-FILL COMPONENTS 50 FLAT OR RISE LESS THAN 4 INCHES PER FOOT PASSENGER VEHICLE GARAGES 50 (1:3) 20 16 12 APPROVED AS NOTED 7.TEN POUNDS PER SQUARE FOOT(480 PA)FOR SIP WALLS. ROOMS OTHER THAN SLEEPING ROOMS 40 SLEEPING ROOMS 30 RISE 4 INCHES PER FOOT(1:3)TO LESS THAN 16 14 12 DATE: B.P.# 7 EXCEPTIONS: STAIRS 40 12 INCHES PER FOOT(1:1) 1.ROOF AND CEILING DEAD LOADS NOT EXCEEDING 25 POUNDS PER RISE 12 INCHES PER FOOT(1:1) 12 12 12 FEE: BY: SQUARE FOOT(1190 PA)SHALL BE PERMITTED PROVIDED THAT THE WALL AND GREATER NOTIFY BUILDING DEPARTM T AT BRACING AMOUNTS IN SECTION R602.10.3 ARE INCREASED IN ACCORDANCE 765-1802 8 AM TO 4 PM FOR THE WITH TABLE R602.10.3(4). ALL NON-ENGINEERED LUMBER TO BE DOUGLAS FIR#2 OR BETTER FOLLOWING INSPECTIONS: 2.LIGHT-FRAME WALLS WITH STONE OR MASONRY VENEER SHALL BE 1. FOUNDATION - TWO REQUIRED z PERMITTED IN ACCORDANCE WITH THE PROVISIONS OF SECTIONS R702.143 FOR POURED CONCRETE ° AND R703. 2. ROUGH - FRAMING & PLUMBING w 3.FIREPLACES AND CHIMNEYS SHALL BE PERMITTED IN ACCORDANCE WITH 3. INSULATION ly CHAPTER 10. 7'2„ 7'2" 4. FINAL - CONSTRU'770N MUST BE COMPLETE F"';� -, ,0. ALL CONSTRUCTICN SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW 12 YORK STATE. NOT RESPONSIBLE FOR METAL STANDING SEAM ROOF (NEW) G W DESIGN OR CONSTRUCTION ERRORS. Z _ (2) 2X8 HDR. w I N � o 1X6 AZEK SOFFITS (NEW) 3 - cn PRO#�OSEDald W POOL H USE AREA w 4" WINDOW CASING, TYP EXISTING SLAB POOL HOUSE AREA = 310 SQ.FT,ILLLJI m Q STORAGE AREA - SI SQ.FT. 30 = HARDI BOARD z x LLI —SIDING (NEW)— H EXISTING R.R. Q EXISTING IR.R, NORTH ELEVATION EAST ELEVATION ° w a COMPLY WITH ALL CODES OF 9 51TOP OF RIDGE — - — - cw � x I X 3 z � NEW YORK STATE & TOWN CODES Q- -, 12 z X N AS REQUIRED AND CONDITIONS OF �PLANNIN w Q LL MEtAL STANDING SEAM ROOF (NEW) -EXISTING C.J. c!'!5P.0LDOARD Q— O U SOUi H NN 1 RUS i EES O r Ld TOP OF PLATE — - — I ul cD 1 _ z X ~1 ❑❑❑ E11E11-1❑ 13'8" ( m XM LL Pio 'oSEo OCCUPANCY 0R o «� �' L El i ORA 4F EA AEA USE IS UNLAW�I '' 1 i O- rE��HARDI BOARD SIDING (NEW) EXISTIJG SLAB WITHOUT CERTfr TOP OF FOUNDATION — - lu lu lu UA lu I u I --:::A I- EXISTING HDR. OF OCCUPANCY U- fu / ENGINEER: WEST ELEVATION SOUTH ELEVATION, o,�� 8"� S`"� ELECTRICAL 1 N W INSPECTION REQUIRED �P�� T. ��' YO 7'2�� 7'2.. �, •A 2X4 STUDS (EXISTING) 12n 14,4„ r W 1/2 SHEATHING (EXISTING) METAL STANDING SEAM ROOF (NEW) C.T. -0 32 O.G. (NEW) , ddition�l 2 2X4 76r Lu ATTIC 1/2" GWB (NEW) FLOOR PLAN certirication `� 1X6 AZEK FASCIA (NEW) IARY Be Required. 1X AZEK SOFFIT (NEW) JEFFREY T. BUTLER, P.E. GWB (NEW) WALL LEGEND o PROPOSED 2 2X4 STUDS (EXISTING) �s X4 waLWALL. ILLt-Ex1STIN Z3 POOL HOUSE AREA 1/2" SHEATHING (EXISTING) NEW 2x4 WALL z IL a o 1/2" GWB (NEW) O O a 0 HARDIE WRAP (NEW) U) HARDIE BOARD SIDING (NEW) W 11.1-1 F- a _o r TABLE R301.7 ALLOWABLE DEFLECTION at EXISTING SLAB Z LZU Z M m OF STRUCTUAL MEMBERS(U,c) O } Q >� STRUCTUAL MEMBER ALLOWABLE lac b 6 EXISTING FOUNDATION U ° R DEFLECTIOIdLij EXISTING FOOTING RAFTERS HAVING SLOPES GREATER THAN 3:12 WITH NO FINISHED CEILING ATTACHED TO RAFTERS 11180 Q INTERIOR WALLS AND PARTICIANS H/180 V N FLOORS L/360 N v cri CEILINGS WITH BRITTLE FINISHESQ) (INCLUDING PLASTER AND STUCCO) 1.1360 SECTION A_A Lu CEILINGS WITH FLEXIBLE FINISHES cn L/240 N (INCLUDING GYPSUM BOARD) 0 O ALL OTHER STRUCTURAL MEMBERS U240 —° m EXTERIOR WALLS-WIND LOADS (a)WITH m Z ~ PLASTER OR STUCCO FINISHES U360 J' EXTERIOR WALLS-WIND LOADS(a)WITH OTHER O m BRITTLE FINISHES U240 U N 0 EXTERIOR WALLS-WIND LOADS(a)WITH L1120(d) FLEXIBLE FINISHES LINTELS SUPPORTING MASONRY 11600 VENEER WALLS(c) NOTE:L=SPAN LENGTH,H=SPAN HEIGHT a.FOR THE PURPOSED OF DETERMINING DEFLECTION LIMITS HEREIN, THE WIND LOAD SHALL BE PERMITTEDD O F TAKEN TIMES THE COMPONENT AND CLADDING(ASD)LOADS OBTAINED FROM TABLE R301.2(2). b.FOR CANTILEVER MEMBERS,L SHALL BE TAKEN AS TWICE THE LENGTH OF THE CANTILEVER. c.FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.C. REPRODUCTION IN ANY FORM 18 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., P.C. THE DESIGN OF THIS STRUCTURE IS BASED UPON THE PRESCRIPTIVE APPROACH USING THE GENERAL NOTES: WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL 140 MILE PER HOUR ZONE - NAILING SCHEDULE WOOD FRAME CONSTRUCTION MANUAL,HIGH WIND EDITION (WFCM)PUBLISHED BY THE 1.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL STATE,MUNICIPAL, AMERICAN FOREST AND PAPER ASSOCIATION. (2015) LOCAL ZONING AND BUILDING CODES AND ORDINANCES HAVING JURISDICTION AND (TABLE 3.1,WFCM HIGH WIND EDITION) NON-STRUCTURAL ELEMENTS ARE BASED UPON 2020 RESIDENTIAL CODE PUBLISHED BY BEST STANDARDS OF CONSTRUCTION PRACTICE. THE AMERICAN INSTITUTE OF FOR WALL OPENING PROTECTION OF180 MPH 3-SECOND WIND GUSTS NEW YORK STATE. ARCHITECTS CONDITIONS SHALL APPLY TO ALL WORK PERFORMED ON THIS PROJECT. ( MAXIMUM MEAN ROOF HEIGHT. 35') FOR THE CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA,SEE TABLE R301.2(1)AND THE TABLE ON COVER SHEET. 2.THE CONTACTOR SHALL VERIFY ALL CONDITIONS AT THE SITE.ANY DISCREPANCIES JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING ALL NON-ENGINEERED LUMBER TO BE DOUGLAS FIR#2 OR BETTER MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO COMMENCEMENT WIND LIMITATIONS-SECTION R301.2.1 OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTIONS NOT ° ROOF FRAMING DESIGN CRITERIA-SECTION R301.2.1.1 (SEE TABLE R301.2.1.2 FOR WIND-BORNE DEBRIS PROTECTION REPORTED ONCE HE HAS STARTED WORK EXCEPT FOR HIDDEN JOB CONDITIONS. SHUTTER ASSEMBLY FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS) RAFTER TO TOP PLATE(TOE-NAILED) 4-8d PER RAFTER DEAD LOAD-SECTION R301.4 3.CONTRACTOR SHALL GUARANTEE TO THE OWNER THAT A'_,L MATERIALS AND FOR PANEL SPANS: LIVE LOAD-SECTION R301.5 EQUIPMENT INCORPORATED IN THE WORK WILL BE NEW,AND THAT ALL WORK WILL BE I CEILING JOIST TO TOP PLATE(TOE-NAILED) 4-8d PER JOIST SMOKE INDEX R302.9 OF GOOD QUALITY,FREE FROM FAULTS AND DEFECTS FOR A PERIOD OF ONE YEAR FROM 0<4'0 WIDE SPAN • I `• FLAME SPREAD INDEX R30'_'.10 THE DATE OF THE FINAL CERTIFICATE OF OCCUPANCY. 23/32 APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD 1 CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 9-16d EACH LAP FIRE BLOCKING R302.11 (OVERLAP AROUND OPENINGS 4") 1 FIRE BLOCKING MATERIAL R302.11.1 4.THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONSTRUCTION MEANS,METHODS, CEILING JOIST LAPS OVER PARTITIONS(FACE-NAILED) 9-16d EACH LAI' FIRE PROTECTION OF FLOORS R302.1.3 TECHNIQUES,SEQUENCES OR PROCEDURES,OR FOR THE SAFETY PRECAUTIONS AND ASSEMBLY: I LIGHT AND VENTILATION-SECTION R303 PROGRAMS IN CONNECTION WITH THE WORK,AND HE SHALL NOT BE RESPONSIBLE FOR • I COLLAR TIE TO RAFTER(FACE-NAILED) 6-8d PER TIE MINIMUM ROOM AREAS-SECTION R304 THE CONTRACTORS FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ #10X3° (w/WASHERS) GALVINIZED OR STAINLESS STEEL CONSTRUCTION DOCUMENTS. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACTS I BLOCKING TO RAFTER(TOE-NAILED) 2-Sd EACH T END CEILING HEIGHT-SECTION R305 I , GLAZING-SECTION R308 OR OMISSIONS BY THE CONTRACTOR. NO CHANGES SHALL IF MADE IN THE DOCUMENTS WOOD SCREW @ 16" O.C. 1 I RIM BOARD TO RAFTER(END-NAILED) 2-16d EACH END GARAGES AND CARPORTS-SECTION R309 AND/OR THE BUILDING AS DESIGNED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE WALL FRAMING FOAM PLASTIC-SECTION R316 ENGINEER. ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: I DWELLING UNIT SEPARATION-SECTION 8302 #10 TEE NUTS ATTACHED TO BLDG. w/#10x1-1/2 (W/WASHERS) I PROTECTION AGAINST DECAY-SECTION R317 5.THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL MAINTAIN CONTINUOUS MACHINE BOLT @ 12 O.C. TOP PLATE TO TOP PLATE(FACE-NAILED) 2-16d(SEE NOTE 1) PER FOOT PROTECTION AGAINST TERMITES-SECTION R318 INSURANCE COVERAGE INCLUDING STATUTORY POLICIES(WORKER COMPENSATION,ETC.) � I SITE ADDRESS-SECTION R3J2 AND GENERAL LIABILITY IN AN MOUNT NOT LESS THAT$5 MILLION AND AUTOMOBILE I TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-16d JOINTS-EACH SIDE ACCESSII3ILITY-SECTION R320 LIABILITY AND DAMAGE COVERAGE NOT LESS THAN$2 MILLION. THE ENGINEER SHALL BE •'� 1 STUD TO STUD(FACE-NAILED) 2-I6d 24"O.C. FLOOD RESISTANT CONSTRUCTION-SECTION R322 A NAMED INSURED ON ANY AND ALL POLICIES. , • HEADER TO HEADER(FACE-NAILED) I6d 16"O.C.ALONG EDGESFOUNDATIONS- 6.PROVIDE COPPER TERMITE SHIELDS OVER FIBROUS INSULXTION AT ALL PERIMETER SILLS. 1 vi EXISTING o TOP OR BOTTOM PLATE TO STUD END-NAILED) 2-16d PER 2x4 STUD 7.ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY 1'O BE WOLMANIZED OR PRESSURE 1 I ( CREOSOTED. 3-16d PER 20 STUD 2-2X6 ACQ SILL WITH COPPER TERMITE SHIELD AND SILL SEAL 1 I`I ULTIPLE SECTION ASSEMBLY: w 4-16d PER 2x8 STUD FINISH FLOORS PER AGREEMENT 8.OMITTED I 1 I I I/4" THICK BOLTS g 2' OC ly WALL CONSTRUCTION-WFCM PRESCRIPTIVE METHOD 9.OMITTED BOTTOM PLATE TO FLOOR JOIST,BANDJOIST, IQ 11' I ENDJOIST OR BLOCKING FACE-NAILED) 2-I6d(SEE NOTE 1,2) PER FOOT WALL FRAMING AND FINISHING SHALL BE NAILED AND OR SCREWED I I I I ( I IN ACCORDANCE WITH TABLE 3.1 WFCM 10.OMITTED I I I 1 FLOOR FRAMING ALUMINUM GUTTERS AND LEADERS - SIDING:SEE ELEVATIONS 11.ALL ELECTRICAL WORK TO BE IN ACCORDANCE TO THERULES AND REGULATIONS OF JOIST TO SILL,TOP PLATE OR GIRDER OE-NAILED) 4-8d PER JOIST HARDIE HOUSEWRAP THE N.Y.B.F.U.AND A N.Y.B.F.U.CERTIFICATE IS TO BE PRESENTED TO THE OWNER AT THE 1/2"CDX SHEATHING,SEE FASTENING SCHEDULE,TABLE 3.1 WFCM COMPLETION OF THE JOB. I I I 1 I I BRIDGING TO JOIST(TOE-NAILED) 2-8d EACH END 2X4 STUDS C' 16"O.C.WITH 2X4 SHOE AND DOUBLE 2X4 PLATE SHUTTER ASSEMBLY I I 1 I I 1 1 1 1/2"GYPSUM WALL BOARD 12.OMITTED N.T.S, 1,1, 14' I , 1•(, BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END LIMITATIONS IN FIGURE R602.6(1)FOR BEARING WALLS AND FIGURE R602.6(2) FOR PANEL SPANS: I I I cn FOR NON-BEARING WALLS. 13.DO NOT SCALE DRAWINGS. USE FIGURE DIMENSIONS Oi`LY. 4' OR WIDER SPAN I I I 1 I I o BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d EACH BLOCK I I I >_ FOLLOW EXTERIOR CORNER FRAMING DETAIL FIGURE R602.10.5I m 14.ALL WORK TO CONFORM TO THE RULES AND REGULATIONS OF THE NEW YORK 23/32 APA SPAN-RATED 48/24 SHEATHING, GRADE PLYWOOD 1 �;:• I �,• IJ' LEDGER STRIP TO BEAM(FACE-NAILED) 3-16d EACH JOIST ENERGY CONSERVATION CONSTRUCTION CODE. ALL GLAZED AREA TO BE DOUBLE (OVERLAP AROUND OPENINGS 4") JOIST ON LEDGER TO BEAM(TOE-NAILED) 3-8d PER JOIST GLAZED AND ALL EXTERIOR DOORS TO HAVE INSULATED CORES. I I I = 2x4 STRONG-EACIGS is 24" OC I 1 w BAND JOIST TO JOIST(END-NAILED) 3-16d PER JOIST 15.OMITTED I�, �, r_ ASSEMBLY: I I I m BAND JOIST TO SILL OR TOY PLATE(TOE-NAILED( 2-16d(SEE NOTE 1) PER FOOT 16.THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMETTTS OF SERVICE AND 1). PREASSEMBLE PLYWOOD TO 2x4'5: 0 10x3" (w/ WASHERS) GALVINIZEp OR 1 1 1 SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE PROJECT FOR STAINLESS STEEL WOOD SCREW ® 12" O.C. I I ROOF SHEATHING WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY MAY NOT BE USED 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ STRUCTURAL PANELS 8d SEE TABLE 3.I I THIS SHEET ON ANY OTHER PROJECT EXCEPT BY WRITTEN AUTHORIZATION OF THE ENGINEER. MIOx3" (w/ WASHERS) GALVINIZED OR STAINLESS STEEL WOOD SCREW ,@ 16" O.C. 17.THE ENGINEER HAS NOT BEEN RETAINED FOR SITE SUPERVISION,ON-SITE DIAGONAL BOARD SHEATHING INSPECTIONS AND CERTIFICATIONS AS REQUIRED OR REQUESTED BY TIIE OWNER, ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING- 1"x6"OR 1"xS" 2-8d PER SUPPORT CONTACTOR OR LOCAL BUILDING DEPARTMENT. 010 TEE NUTS ATTACHED TO BLDG. w/ 010x1-1/2 l W/ WASHERS) MACHINE BOLT e 12" O.G. I"x 10"OR WIDER 3-8d PER SUPPORT ( 1. CEILING SHEATHING ROOF FRAMING DOUBLE TOP PLATE TOP PLATES v GYPSUM WALLBOARD 5d COOLERS 7"EDGE/10"FIELD O WALL SHEATHINGL _q X STRUCTURAL PANELS 8d SEE TABLE 3.11`I'I ITS SHEET I I Q LLL tRIPPLE STUDS STUD STUD TO AFTER CONNECTION cIl FIREBOARD PANELS Q- O OR FLOOR TO FLOOR CONNECTION w � O 7/16" 6d 3"EDGE/6"FIELD HEADER DEPENDING ON CONDITION,SEE �} DETAILS ON SHEET 7 OF 7 THIS SET rLu 25/32" 8d 3"EDGE/6"FIELD I 4 NAIL AT 24"O.C. GYPSUM BOARD BORED HOLE MAX _ - r HEADER TO STUDS DIAMETER 60% � c0 � GYPSUM WALLBOARD 5d COOLERS 7"EDGE/10"FIELD I I OF STUD DEPTH `Q HARDBOARD 8c1 SEE TABLE 3.I I THIS SHEET FULL LENGTH 5/8"MIN.TO EDGE � HEADER STUDS WALL STUDS PARTICLEBOARD PANELS 8d SEE TABLE 3.11 TI-IIS SHEET O 13 5/8"MIN.TO EDG NOTE: • D L6 DIAGONAL BOARD SHEATHING UPLIFT CONNECTION IS REQUIRED WOOD STRUCTURAL PANEL E 111 COll� LL u- I"x6"OR 1"x8" 2-8d PER SUPPORT ----------------------- AT EACH END OF HEADER AND INSTALLED IN ACCORDANCE O' z lu AT BOTTOM OF HEADER STUDS IN od NAIL AT 6"O.C. WITH NAILING SCHEDULE, NOTCH MUST NOT EXCEED \ - 1"x10"OR WIDER 3-8d PER SUI PORT ; �V�1�TPLIF� i ADDITION TO CONNECTORS AT (ALL PANEL EDGES) (TABLE 3.1,WCFM HIGH WIND EDITION) 40%OF STUD DEPTH /r O CO�I�TECTQ- - WALL STUDS AND AT TOP AND l.0 cel FLOOR SHEATHING REQUIRED BOTTOM OF CRIPPLES Sd NAIL AT 12"O.C.ON ALL ( I FRAMING MEMBERS NOT AT STRUCTURAL PANELS � � J� PANEL EDGES 1"OR LESS 8d 6"EDGE/12"FIELDtu STUD TO PLATE --a (a) OUTSIDE CORNER DETAIL GREATER THAN I" 10d 6"EDGE/6"FIELD /FOUNDATION BORED HOLES SHALL NOT BE LOCATED IN THE SAME DIAGONAL BOARD SHEATHING HEADER TO STUDS:USE LSTA 18 W/14 1 O NAILS 8d NAIL AT 6"O.C. GYPSUM BOARD CROSS SECTION OF CUT OR ENC�I E STUD TO PLATENOUNDATION: (ALL PANEL EDGES) NOTCI I IN STUD 1"x6"OR 1"x8" 2-8d PER SUPPORT (OPENINGS LESS THAN 6 FEET):USE DSP W/8 I Od NAILS IN STUD AND 4 I Od NAILS IN PLATE (OPENINGS GREATER THAN 6 FEET):ADD PHD5 AT KING STUDS(2 TOTAL),INSTALL PER DETAIL SHEET 7 1"x10"OR WIDER 3-8d PER SUI PORT TYPICAL FRAMING AND UPLIFT C,�P EY T. O,A� 1.NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6"ON-CENTER AT THE PANEL EDGE. WOOD STRUCTURAL PANEL NOTCHING AND BORED HOLE LIMITATIONS ^ W�'1 * IF WALL SHEATHING IS NAILED 3"ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, CONNECTIONS FOR OPENINGS r r�% � NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBTED,OR ALTERNATE CONNECTORS, JINSTALLED IN ACCORDANCE FOR INTERIOR NONBEARING WALLS m SUCH AS SHEAR PLATES,SHALL BE USED TO MAINTAIN THE LOAD PATH. I6d NAIL AT 24"O.C. WITH NAILING SCHEDULE 2 - W (TABLE 3.1,WCFM HIGH WIND EDITION) (WFCM 2015 SBC HIGH WIND EDITION) 2.WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF +3 NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT. 8d NAIL AT 6"O.C.ON ALL A 493 FRAMING MEMBERS AT PANEL ROFESS01 EDGES AND 12"O.C.ON ALL FRAMING MEMBERS NOT AT JEFFREY T. SUTLER, P.E. PANEL EDGES TABLE 3.11 (WFCM HIGH WIND EDITION( (b)INSIDE CORNER DETAIL Q (140 MPH 3-SECOND GUST=120 MPH FASTEST-MILE WIND SPEED[PER TABLE R3-1.2.1.31 TOP PLATES WALL SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS EXTERIOR CORNER FRAMING O 0 LL O 8 z IL ° SHEATHING LOCATION STUD SPACING STRUCTURAL SHEATHING MAXIMUM NAIL SPACING NAILS Q O a a OR PANEL SIDING FOR 8d COMMON NAILS (SEE NOTE 1) (INCHES,O.C.) (SEE NOTE 3) (INCHES.U.C.) o STUD w � E 6 0 4'EDGE ZONE > � it i 16 F 12(SEE NOTE 2) BORED HOLE MAX z "A Z m d INTERIOR ZONE 16 ' t) DIAMETER 40% 6 O m F6 L I'� U - OF STUD DEPTH W N O O o III 5/8"MIN.TO EDGE Q z E=NAIL SPACING AT PANEL EDGES(IN.) ]L F=NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD(IN.) 5-lOd O Q F- N NAILS 5/8"MIN.TO EDGE '<C U O 1.FOR WALL SHEATI IING WITHIN 4 FEET OF THE CORNERS,THE 4 FOOT EDGE ZONE ATTACHMENT � cD v � REQUIREMENTS SHALL BE USED. O NOTCII MUST NOT EXCEED W 2.TABULATED 12 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACI IED TO STUD FRAMING 25%OF STUD DEPTH MEMBERS WITH GZNOTCHES SHALL NOT BE0.49.FOR FRAMING MEMBERS WITH 0.42<G<0.44,THE NAIL SPACINGS SHALL O BE REDUCED TO 6 INCHES O.C. LOCATED IN MIDDLE ONE-THIRD O O OF STUD LENGTH 3.FOR EXTERIOR PANEL SIDING,GALVANIZED BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTEDy� H FOR COMMON NAILS. S I MPSO I�l STRONG-TIE IF HOLE IS BETWEEN 40%AND 60% � Z HO HURRICANE T I� BORED HOLES SHALL NOT DEPTH,OF STUD D BED DOUBLE AND NO MORETHAN T 0- U N o BE LOCATED IN THE SAME TWO SUCCESSIVE STUDS ARE CROSS SECTION OF CUT OR DOUBLED AND SO BORED NOTCH IN STUD NOTCHING AND B PAGE : N BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS (WFCM 2015 SBC HIGH WIND EDITION) 2 of 2 COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.C. REPRODUCTION IN ANY FORM 15 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., P.G.