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HomeMy WebLinkAbout48041-Z rxn--•-a. ��S11fFOLK O� Town of Southold 3/4/2023 ¢ao Gy�4 P.O.Box 1179 y 53095 Main Rd Southold,New York 11971 �'-,tizLJaJyc;Y CERTIFICATE OF OCCUPANCY No: 43887 Date: 3/4/2023 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 780 Deep Hole Dr,Mattituck SCTM#:( 473889 Sec/Block/Lot: 115.-12-11 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/26/2022 pursuant to which Building Permit No. 48041 dated 7/6/2022 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: accessory garage with unfinished attic storage as applied for. The certificate is issued to Burke,Thomas&Kathleen of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 48041 2/8/2023 PLUMBERS CERTIFICATION DATED th riz gnature l �o�SUFFot,r�o TOWN OF SOUTHOLD BUILDING DEPARTMENT C. TOWN CLERK'S OFFICE SOUTHOLD, NY rte -_ 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#: 48041 Date: 7/6/2022 Permission is hereby granted to: Burke, Thomas 780 Deep Hole Dr Mattituck, NY 11952 To: construct accessory garage as applied for per DEC Non-Jurisdiction & Trustees Non-Jurisdiction letters. At premises located at: 780 Deep Hole Dr, Mattituck SCTM #473889 Sec/Block/Lot# 115.-12-11 Pursuant to application dated 6/1/2022 and approved by the Building Inspector. To expire on 1/5/2024. Fees: ACCESSORY $258.40 CO-ACCESSORY BUILDING $50.00 Total: $308.40 Buil g Inspector pF SO!/��,ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlinl'D_town.Southold.ny.us Southold,NY 11971-0959 QIyCOU�'�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Thomas Burke Address: 780 Deep Hole Dr city,Mattituck st: NY zip: 11952 Building Permit* 48041 Section: 115 Block: 12 Lot: 11 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Platinum East Electric . License No: 34091 ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 8 Ceiling Fixtures 4 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 3 Smoke Detectors Main Panel 200A A/C Condenser Single Recpt 1 Recessed Fixtures 8 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 6 4'LED 5 Exit Fixtures 11 Sump Pump Other Equipment: Welding Outlet, 200A Panel 42 Circuit/6 Used Notes: Acc. Garage Inspector Signature: / ! Date: February 8, 2023 S.Devlin-Cert Electrical Compliance Form OF SOpl��lo TOWN OF SOUTHOLD BUILDING DEPT. courm, 631-765-1802 INSPECTION [ FOUNDATION 1 ST [ ] 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 [ ] 1RENTAL REMARKS: ' A MPS �o�a v\ Stout Cot rt,+ — PI mz4 • yoVr,�A6✓1 106tA6ri surIgti. DATE ���3��� INSPECTOR OF SOUly�lo # # TOWN OF SOUTHOLD BUILDING DEPT. *0`�� cou631.765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. Y OUNDATION 2ND [ ] INSULATION/CAULKING RAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: l DATE INSPECTOR ` 0F 50UTyy� L' V�� I � Sl./► r f.�/ # # TOWN OF SOUTHOLD BUIL ING DEPT. (� comm", 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: DK DATE INSPECTOR ;&,<q7D2 � SOUTyo� # TOWN OF SOUTHOLD BUILDING DEPT. `ycou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION RE C/O [ ] RENTAL REMARKS: I C DATE INSPECTOR i 5 i �f FIELD INSPECTION REPORT DATEfi COMMENTS FOUNDATION (IST) an Wx-bio' ac-o-h ori s v rve- -------------------------------------- � c FOUNDATION(2ND) z ROUGH FRAMING& PLUMBING y v4 N 1 r INSULATION PER N.Y. H STATE ENERGY CODE AvO FINAL ADDITIONAL COMMENTS V?) , AZ b - Z i bra DO re-C 0 lel . 23 It.rA-f i c, OcerA- �o � z x d r� b H �yffoc,r�o TOWN OF SOUTHOLD—BUILDING DEPARTMENT Gy= Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy • o��y9 Telephone (631) 765-1802 Fax (631) 765-9502https://www.southoldtownny_gov X01 i� �a v Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only C ' D1 PERMIT NO. Building Inspector: MAY 2 ri 2022 BUILDING DEPT. Applications and forms must be filled out in their entirety. Incomplete TOWN OF SOUTHOLD applications will not be accepted. Where the Applicant is not the owner,an Owner'sAuthorization form(Page 2)shall be.completed. . Date: S_ g 2,2 OWNER(S)OF PROPERTY: Name: _.......... . ....1 ► ikATT #1000- al- EA) - 44X.6-.._ -_ SCM Project Address: OL Phone#: Email: Mailing Address: — :b �.t-.�.. . opt_t _.-1�.Q vt. . :!' _ �1'.�.T�c-rte_._YI/- CONTACT PERSON': Name: t j",/z Mailing Address:_._ "( � -7 P-._ . /�f TLt.C� -)'10 _ .. __. y"l_q 9. . Phone#: �0 3�I �� - -� Email: DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: _....- - O (jax_..�.7 '�_.. Phone#: 4 Email: CONTRACTOR INFORMATION: . Name: Mailing Address: Phone#: TErnail- DESCRIPTION OF PROPOSED CONSTRUCTION IXNew Structure ❑Addition ❑Alteration []Repair ❑Demolition Estimated Cost of Project: ®Other 6:--*-AA-Gt- $ Will the lot be re-graded? ❑Yes )IND Will excess fill be removed from premises? ❑Yes )e o 1 PROPERTY INFORMATION Existing use of property: t�S . L Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to 410 this property? ❑Yes gNo 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 ofbuildings, ,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):.7-t-6141 A.0 (31,,Z V ❑Authorized Agent gowner Signature of Applicant: Date: j l j°8 ZZ STATE OF NEW YORK) SS: COUNTYOF SC{Pf-- DQE ) /HA-M tp' R�l :--!�Lt /Z,K GJ being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the o w(y (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 I day of ,202; L Notary Public PATRICIA POLAKIEWICZ , Notary Public, State of New York PROPERTY OWNER AUTHORIZATION Suffolk County, No.52-4521786 ` (Where the applicant is not the owner) Commission Expires. - 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 C.FB BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD N Town Hall Annex - 54375 Main Road PO Box 1179 Southol", ew York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rooerrO-southoldtownny4ov— seand4southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: Company Name: Fl- a ! jvc . Electrician's Name: jL� T - License No.: ,lMl�- S �/O°f/ Elec. email: ck �>7VM eccSf .1 A 9, oA't Elec. Phone No: &31.7&9-9 request An email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: v w\ 3 u rc_16C Address: 960 O U- — A 1 vC Z-AITITTLeU Cross Street: Phone No.: t _ Tv Bldg.Permit#: IS 0 �j email: M � .cd Tax Map District: 1000 . Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): 5vv SG �*- 4 p CTAc%cb &A4 4k' Square Footage: I soo Circle All That Apply: Is job ready for inspection?: E] YES O E]Rough In Final Do you need a Temp Certificate?: F� YES NO Issued On Temp Information: (All information required) Service Size❑1 Ph 73 Ph Size: A #Meters Old Meter# ❑New Service Fire Reconnect[]Flood ReconnectOService ReconnectOUnderground Eloverhead #Underground Laterals M 1 R2 D H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Fe C.* I©2 S to I ((e.C1+r1c_ tmsP figo- 10(`t12z BUILDING DEPARTMENT-Electrical Inspector cr TOWN OF SOUTHOLD � Town Hall Annex- 54375 Main Road - PO Box 1179 Southold�New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(a-southoldtownny gov- seand southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail Information Required) Date: Company Name: A71W Om - aL ! Electrician's Name: K T+- License No.: i�(�- 3 y®°�( Elec. email: 'N 1nVM ��Sf li00,CoAn Elec. Phone No: x,,31- S 9 t�w request n email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: 0 rA Uet, '(5, ® Address: OP- IVC- Cross PCZ==' PIV Cross Street: Phone No.: j -.is Bldg.Permit#:_ y J email: viti e44 tcw'ca Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): sob SG �t d e P, - .14- p.C-1 AC%Lb AA,1 kC Square Footage: 1 Soc) Circle All That Apply: Is job ready for inspection?: YES 0 ❑Rough In ElFinal Do you need a Temp Certificate?: F-� YES NO Issued On Temp Information: (AII information required) Service SizeF-11 Ph 73 Ph Size: A # Meters Old Meter# ❑New Service Fire Reconnect[]Flood Reconnect❑Service ReconnectElUnderground[]Overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Fe C-* to (e C'+Y I C, i MSA 9()_— Ia("112Z PERMIT# Address: Switches Outlets 1I� l GFI's I I I Surface I Sconcesl( HH's '�� �J 1 I UC Lts Fans Fridge ` HW Exhaust Oven Dryer Smokes DW Service Carbon Micro Generator Combo Cooktop Transfer AC AH Mini Special: Comments C. r Glenn Goldsmith,President70,0�04Town Hall Annex A.Nicholas Krupski,Vice President '"�O old 54376 Route 25 P.O.Box 1179 Eric Sepenoskiit Southold,New York 11971 Liz Gillooly G. Telephone(631) 765-1892 Elizabeth Peeples '�',c� „ ��. Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD May 5, 2022 Robert E. Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: THOMAS & KATHLEEN BURKE 780 DEEP HOLE DRIVE, MATTITUCK SCTM#: 1000-115-12-11 Dear Mr. Hermann: The Southold Town Board of Trustees reviewed the survey/site plan prepared by Nathan Taft Corwin III Land Surveyor, last dated March 14, 2022, and determined that the proposed construction of a detached accessory garage on the landward side of the existing dwelling on the captioned property are out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111) no permit is required. Please be advised, however, that no clearing, no removal of vegetation, no cut or fill of land or removal of sod, no construction, sedimentation, or disturbance of any kind may take place within 100' landward from the top of the bluff, or seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, without further application to, and written authorization from, the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area 1 { 2 between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. This determination is not a determination from any other agency. If you have any further questions, please.do not hesitate.to call. Sincerely, Glenn Goldsmith, President Board of Trustees GG:dd NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY 6 Stony Brook,50 Circle Road,Stony Brook.NY 11790 P:(631)444-0365 I R(631)444-0360 wwtvdr c.nyrtov May 5, 2022 TIDAL WETLAND LETTER OF NON-JURISDICTION BURKE, THOMAS. 780 DEEP HOLE DR MATTITUCK, NY 11952 Re: BURKE PROPERTY 780 DEEP HOLE DR SCTM# 1000-115-12-11 MATTITUCK, NY 11952 DEC ID: 1-4738-04892/00001 Dear Applicant: Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that: The portion of the referenced property landward of the elevation contour line of 10 feet above mean sea level, as shown on the survey by Nathan Taft Corwin III, last revised March 14, 2022, is beyond Articlei 25 (Tidal Wetland)jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661), no permit is required under the Tidal Wetlands Act to conduct regulated activities landward of that line. l t Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetland jurisdictional boundaries, as indicated above, without a permit. It is I your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation.within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundaries and your project(i.e. a 15' to 20' wide construction area) and/or erecting a temporary fence, barrier, or hay bale berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Sincerely, ?jp/ Laura F. Star Deputy Permit Administrator cc: En-Consultants BMHP-TW File NEW YORK Department of SIATE Of )M•OkIta111Y Environmental Conservation NEW SUFFOLK AVENUE SURVEY OF PROPERTY LOT COVERAGE: DRAINAGE CALCULATIONS: SITUATED AT EXISTING HOUSE 929 S.F. PROPOSED GARAGE 440 S.F. MATTITUCK EXISTING REAR PORCH 192 S.F. EXISTING CARPORT 234 S.F. 440 S.F. X 2" RAIN = 73.3 C.F. REQUIRED TOWN OF SOUTHOLD PROPOSED GARAGE 440 S.F. USE: (1) 4.25'L X 6.50'W X 4.00'H CULTEC SUFFOLK COUNTY NEW YORK 1795 S.F. (18.7%) RECHARGER HD STORMWATER CHAMBER REQUIVALENT. S.C. TAX NO. 1000-115-12-11 74.4 C.F. OF STORAGE PROVIDED. SCALE 1"=20' JUNE 28, 2012 REV. OCTOBER 6, 2019 (UPDATE, MLW & SOUNDINGS) 1 6 TIDAL WETLAND BOUNDARY,D BY N/O�F REV. OCTOBER 9, 2021 UPDATE, LOC. WATER SERVICE) N 35°58'26" E EN-CONSULTANTS, 3-2-22. AS REV. JUNE 30, 2022 PROPOSED GARAGE) W. PETE HAA CK 1 .65' & BRENDA J. HAACK AREA = 9,594 sq. ft. Sc w 0.220 ac. 87019'20" EW (TO TIE LINES & BULKHEAD) Z a PROPOSED UNDERGROUND WIRES PROPOSED OVERHEAD WIRES 0 MON. PROPOSED PROJECT I EXISTING OVERHEAD , 92 7 C z c �= o Z EXISTING DRYWELL LIMITING FENCE EXISTING ORYWELL WIRES TO BE REMOVED V z z O BULKHEAD 3 fT WALK BELGIAN BLOCK CURB o 1.4'S: BULKHEAD 10p' Iy WALK 8o 0o e �� 1.3'S. fT@ACI< S S. T�KANE AG J 0.9`S.— '0n Uj M.L.W. 10-16-19 I� I ` E (C E �1 by W Cno _ LAN -- -- 'r' [Vf f v+ r PILE WOOD DOCK CELLAR 100' WETLANDS 22.0' DRIVEWAY 0.4'S. ENTRANCE SETBACK LINE PROPOSED ——— — 35.0'2 STORY __ � � 6.0 (n 0 N FRAME GARAGE WpY 1 1� JUL RAMP o yam--ast FL. PROPOSED ORJE w o r — I� p PEDESTAL I < EXIST1 -moi 0 GARAGE sLAe °o BELGIAN SSONE w L I`I ➢ y A�� �m�x (396 O BLOCK _w BUiLD1i�iG DEPT. ^I o -U m a TO Y 2nd FL. W,cc . No Z H2O & ELEC. z I ;00 z- W UNFINISHED STORAdf CURB O Slue ounEr 0zo, W FRAME OUSE 3' 't O TOWN OFSOUTHOLD x�m o 134.6' -- (440 S.F.) BELGIAN I O 0 0-0 ➢ I o0; --- — BLOCK x 0;0 134.6' TO PROPOSED GARAGE, 0 m �P• PAVE \CURB x 0 r m o a WALK 0 0 _ o _ _ S w 01 763 PEDESTAL TREX STOOP $ p \ o➢I N ~`PILE � o0 LIGHT & STEPS CHIMNEY 725 W.M.\I O I� ^ c= BULKHEAD 87.7' f 28.3' ^ 19. — —50.0' ` 1 y 1.3'N. X20, GAS & ELEC. WETLANDS S D 74 7' _ �{ x� BULKHEAD 100' DRIVEWAY '^ 1.6'N. STUB OUTLET SETBACK LINE IW DRIVEWAY CARAP ERT STONE I N UNAUTHORIZED ALTERATION OR ADDITION MON. 0.6'N 3.6'N. TO THIS SURVEY IS A VIOLATION OF ` J N 1 1"27'54" W OAR PORT -DRIVE AY SECTION 7209 OF THE NEW YORK STATE 7 BELGIAN BLOCK CURB FOUND CONC. 0.6'N. EDUCATION LAW. N 87019'2093 W SHED SHED HEDGE ROW COPIES OF THIS SURVEY MAP NOT BEARING 1 .36' rr 2.5'S. FRAME CURB BELGIAN BL CK CURB THE EMBOSSED SEAL SOHALL INKED NOT BE CONSIDERED SHED 2.5 S. PROPOSED DRYWELLI.O'S. WELL TO BE A vALD TRUE COPY. TIDAL WETLAND BOUNDARY, PROPOSED PROJECT CULTEC 902HD STONE DRIVEWAY Q(�•p 0 f I r, AS DELINEATED BY ;YO LIMITING FENCE G7.7 v w EN-CONSULTANTS, 3-2-22. ; CERRTIICATONSPIERSONTFOREWHOM SHEREON LL RVEY UN ONLY TOv EXISTING WATER SERVICEr, IS PREPARED, AND ON HIS BEHALF TO THE _ m 2 N/0/F w TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND Z PAUL J. CONNOR III -0-m L^L TO THE ASSIGNEES OF THE LENDING INSTI- CONSTANCE A. CONNOR ZZs ^ TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. 0 Z THE EXISTENCE OF RIGHT OF WAYS N m m AND/OR EASEMENTS OF RECORD, IF m ANY, NOT SHOWN ARE NOT GUARANTEED. PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE LIAL.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. Nathan Taft Corwin III or0 Land Surveyor Successor To: Stanley J. Isaksen, Jr. L.S. y• Joseph A. Ingegno L.S. > Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 60467 ' OMCES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 SFO.-�L�f• . Lic. No. 50467 Jamesport, New York 11947 Jamesport, New York 11947 32-128 NEW SUFFOLK AVENUE SURVEY OF PROPERTY SITUATED AT MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-115-12-11 SCALE 1"=20' JUNE 28, 2012 N REV. OCTOBER 6, 2019 (UPDATE, MLW & SOUNDINGS) TIDAL WETLAND BOUNDARY, REV. OCTOBER 9, 2021 (UPDATE, LOC. WATER SERVICE) N 35°58'26" E AS DELINEATED BY N/0/F REV. JUNE 30, 2022 (PROPOSED GARAGE) EN-CONSULTANTS, 3-2-22. W. PETE HAA CK REV. AUGUST 13, 2022 (GARAGE FOUND. LOC.) 1 .65' & BRENDA J. HAACK I� m . AREA = 9,594 sq. ft. S 87019'20119 E o Q 0.220 ac. PROPOSED UNDERGROUND WIRES PROPOSED OVERHEAD WIRES (TO TIE ONES & BULKHEAD) MON. 9 Z HAY BALES EXISTING OVER 1 (�rf.7 6!' j z = o EXISTING DRYWELL EXISTING DRYWELL WIRES TO BE REMOVED L BULKHEAD )pp. W WALK W K BELGIAN BLOCK CURB o o o O BULKHEAD s er e NfrBACICCAN�S 1.1'S.' PROPTANKS E.,.• aC V 0.9'S.� 'ol w M.L.W. 10-16-19 w ma - 28.3' Io DRIVEWAY �y v v T PILE WOOD DOCK 61 CELLAR - 100' WETLANDS 2-1'x1' 22.0' ————— 35_3' —— 0.4'S. I ENTRANCE SETBACK LINE CONS. GARAGE 6.0 � o o PIERS� FOUNDATION f NEWpY n) RAMP o — o '� PEDESTAL I < EXISTI N z �� `\ o SONE o . LIGHT a ��ma w TOY �f'x \kS w Q��� v H2O & ELEC. z omx N FRAME OUSE 3•O STUB OUTLET w it, m nzou)) u O C `J 134.3' —— BELGIAN —35—— o w 0 0 I =o�� BLOCK 35.3' �I 0 cZi� 134.3' TO GARAGE FOUNDATION o m `'�, PAVE CURB = 0 �n m o � WALKcz� CR i \ w. •�• 11//�w�J/ �.0x — — — 76.3_ — — — — PEDESTAL T& STEPS 2� ��EX STOOP &-, N LIGHT 7 5' ~` Lo PILE �J W= CHIMNEY N 19.5' — i— — _ —50.0' ` WM•�I 0 BULKHEAD 87.7' 28.3' 1.3'N.N BULKHEAD �0, GAS & ELEC. 100 WETS NE S D N FRAME —� 74_7' (n O (v (� o� 1 6,N STUB OUTLET SETBACK STONE DRIVEWAY u DRIVEWAY o CAR PORT IFS' ' UNAUTHORIZED ALTERATION OR ADDITION tz, 0.6'N 3.6'N. TO THIS SURVEY IS A VIOLATION OF MON. •DRIV AY SECTION 7209 OF THE NEW YORK STATE N 11027'54" N. BELGIAN BLOCK CURB CA PORT FOUND CONC. 0.6'N. EDUCATION LAW. W N 87°1 .7'20" w SHED COPIES OFSU THIS SURVEY SURVEYOR'S INKEDMAP NOT SEAL OfARING _ 1 .36 2.5'S. FRAME SHED HEDGE ROW CURB B LGIAN BLOCK CURB 2.5 S. EMBOSSED SEAL SHALL NOT BE CONSIDERED —F SHED 1.0'S. TIDAL WETLAND BOUNDARY, WELL To BE A VALID TRUE COPY. HAY BALES STONE DRIVEWAY 189.80! r, AS DELINEATED BY ;Ya v.7 a �••L•� EN-CONSULTANTS, 3-2-22. A EXISTING WATER SERVICE I ONLCERY TO HE INDICATED HEREON SHALL RUN W ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE N/0/F TITLE COMPANY, GOVERNMENTAL AGENCY AND Z LENDING INSTITUTION LISTED HEREON,AND PA UL J. CONNOR III o n m ^ TO THE ASSIGNEES OF THE LENDING INST1- �= CONSTANCE A. CONNOR z 7za H TUT10N. CERTIFICATIONS ARE NOT TRANSFERABLE. 0 Z THE EXISTENCE OF RIGHT OF WAYS N A AND/OR EASEMENTS OF RECORD, IF A m ANY, NOT SHOWN ARE NOT GUARANTEED. PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE LIA.L.S. AND APPROVED AND ADOPTED D [ECm0V[2 FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. AUG 3 0 2022q �, Nathan Taft Corwin III ��DD � � ,�z Land Surveyor BUILDING DEPT. IA I `� TOWN OF SOUTHOLD Successor To: Stanley J. Isaksen, Jr. L.S. Joseph A. Ingegno L.S. J Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 45 OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 WW1 N.Y.S. Lic. No. 50467 Jamesport, New York 11947 Jamesport, New York 11947 32-128 THIS PROJECT IS IN COMPLIANCE WITH 2020 RESIDENTIAL CODE OF NEW YORK STATE. •^ r,a m� Y_ TYPICAL ROOF CONSTRUCTION ��. c STANDING SEAM METAL ROOF ON ICE AND WATER SHLD ARCHITECT 1/2" COX PLYWOOD SHEATHING. 2" SOLID CROWN OVER � " 2"X10" ROOF RAFTERS @ 16" O.C. (2) 11 � ML RIDGE „ 1"X8" RAKE BOARD 1 —p 12" „ loo o REVISIONS D E S C R I P T I O N ST DIN SE M M TAIL R00 NG "� N 6” FA<E FRIEZE (TVP N (2) g 1/2" ML ST NDIN SE M M TAL CO NG REVERSE GAMBREL BEYON 6/29/22 2"X10" CLG. JOIST 10'-0 (2) 2"X6" TOP PLATE ® ® STORAGE PO O r 3056 'o0112032IL 3042 2032 J I 2046 2046 ,\ � co00 APPR VED A r M H >IS I AN II U SI NO 2"X6" RAFTER PLATE T&G PLYWOOD I � DATE: JAND��c AM dET RO FIN]� O SUBFLOOR O FEE: . BY: I I NOTIFY + BUILDif,u DEP,RTMItNT AT 765-1802 8 AM TO 4 F 4 FOR THE FOLLOWING INSPECTIOi S: 11 6TJI JOISTS (360) TOP PLATE 12 1. FOUNDATION - TIJO ,EOUIIRED 2 —0" @ 16" OC. FOR POURED COP;C ETE - -1 C' 3 AX 31 C 3 2. ROUGH - FRAMING & PLUMBING �--SII TYPICAL WALL CONSTRUCTION18'-0„ 3. INSULATION OCCUPANCY OR � T MATCH EXISTING SIDING, TYVEK HOUSE WRAP 2"X ;n 4. FINAL - CONSTRI;^T! N MUST 6 CD X PLYWOOD SHEATHING ON I I ALL CONSTRUBE COMPLETCTI %'r`� SH,%L ,- USE I UNLAWFUL s" WD. sTuos @ 16" O.C. 00 0o r' 'LL MEET THE u 1 1 /2 C A R G A A G E REQUIREMENTS OF THE .ODES OF NEW WITH 7 YORK ST OUT CERTI ATE. FI A . „ „ „ NOT RES C ONSIBLE FCR 2 R ACO SILL PLATE DESIGN OR CONSTRUC 'ON IERRORS. OF OCCUPANCY TERMITE SHIELDNCRETE i T 5/8" DIA. ANCHOR BOLTS POLYETHLEDNEOVAPOR BARRSLAIER R ON WEOVER 6 LL GRADE @28"-0" O.C. GRADE COMPACTED POROUS FILL 8" POURED CONCRETE FOUNDATION Z WALL ON A 8" X 16" POURED COMPLY WITH ALL CO ES OF CONCRETE FOOTING NEW YORK STATE & TO 'N CODES RETAIN STORM WATER RUNOFF E SIDE ELEVATION SOUTH E FRONT ELEVATION EAST "' AS REQUIRED AND CON ;TIONS OF pURSUANTTO CHAPTER 236 2 , SCALE: 1/4" = 1'-0" 1 SCALE: 1/4" = 1'-0" �,��,, J; ,L 11 ,�__ OF THE TOWN CODE. , 18'-0" ^'.7HO D TOVIJ _ANNING DOARD S SECTION ---�-� SOOT-00 TO>r N I?USTEIES N.Y.S.DEC ui ELECTRICAL W INSPECTION REQUIRED � � OUJ N 0 >- � I , 9070 O.H. DOOR 0 LO __1 IBJ 12" TRUSS PLACARE)".yC REQUIRED W 7— it Mltb v I n n JSNDI S M ETAL ROC ING III 0 12'-4� " 2'-4�" O 3'-3 Q y 0 DO NOT PROCEED WITH 00 ® - FRAMIN a UNTIL SURVEY, W U ST DIN SE M M TAIL OOF NG — OF FOUNDATION LOCATION Q - I I H"3 REEN APPROVED. W W 2032 �j I - - - - - - - - - - - - - - -1 (n �I1� DROP FOUNDATION WALL I _ I \ I I MEET SLAB CONTOINUOUS FOOTING I I O All exterior lighting UNEXCAVATED I I installed replaced 0 E ' I I p ed or " 6 MIL co SLAB I I repaired shall conform OVER L. POLYETHLENE I to Chapter 172 U VAPOR BARRIER ON WELL I of the Town Code COMPACTED POROUS FILL I I T N A S N :D Lu O O I J I I N I 8" POURED CONCRETE FOUNDATION N WALL ON A 8" X 16" POURED MATCH EXISTING MAIN HOUSE SIDING I I CONCRETE FOOTING 7 I I ( I p JUL 0`5 2027 4 fBUILDINr DFF-i: T } Cts„OF ' I I i I E SIDE ELEVATION NORHT E REAR ELEVATION WEST I I I I Charles 1`A . Thomas 4 SCALE: 1/4” = 1'-0" 3 SCALE: 1/4" = 1'-0" I I DROP FOUNDATION WALL I I a r C h I t e C t TO MEET SLAB L_ _ — — — CONTINUOUS FOOTING — — — I PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 PROJECT 4'-411, 4'-42" r—P FOUNDATION PLAN ELEVATIONS, SECTION 1 SCALE: 1/4" = 1'-0" PLANS DATE: 4/1/22 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA PROJECT No. DRAWING BY. G OUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM CHK BY, WINTER ICE BARRIER FLOOD AIR MEAN S OW DESIGN FROST DWG No. 7PEE1TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL TEM L AD EFFECTS REGION DEBRIS ZONE CATEGORY WEATHERING LINE TERMINATE TEMP. REQUIRED INDEX OA - 001 -Fool DFPTH 20 PSF 130 NO NO YES B SEVERE 36' MODERATE E 11 YES FROM 1998 599 1 OF 2 FIRM MAPS FOR THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND USLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED, REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT ViITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. I ARCHITECT REVISIONS D E S C R I P T 1 0 N 6/29/22 4'-0" 2"_X12"—ACO LE_DGER BOARD 3068 o 0 lI I II II 'rI - - Ir I-II--r _DUUBEE-JS77- _T Uo o 10, „ — I- Iw , — � I W - - - - - - - - - -_ - - I I �Z 00 — Y C7 —b6LBL�JST — 32" x 48" ATTIC HATCH/ I o J -' 2'-0" PULL DOWN STAIR _0` I w 32" x 8" ATTIC HATCH/ Q PU L DOWN STAIR I= I I 1 I I N w J I W b CANT CAN'T I — — -Z I z I LLJI I — — — — Iv i� I I = O LINE OF 8'-0" CLG" 2"X10" iCLG. JOIST Io II ® 1 OC.. I 0 I I I rn I LIDI� V muj I I N IIS IJ I I I vI I O co 1 1Z2 CAR GARAGE �I I ~ IIS C) In IQ 0' J \ I N W W u J = 4" POURED CONCRETE SLAB of I II _ I = 9l _J W t o j F c3 it lF� (3) 2"XV"' RR FLUSH W 0 o M 'I o OVER 6 MIL POLYETHLENE L I o I o o _ o _ o H \1 I I o VAPOR BARRIER ON WELL N o a N COMPACTED POROUS FILL oI N I o M " IIxX i N o (2) 11 '/$' ML RIDGE �-1 �� (� vj UNFINISHED ATTIC `� I �Pj .r ' Q z I iz ` if STORAGE Q o N �' J� - ---;? I I Ilv J W �� Of Q O r7 II N CV IL 04 o I I I I I II io N o o I � �/ 2"X10" RR o Q C O c o Q 16 OC 77 0 I 11 7/8" I I - - - - �v TYP ALL RR W i 11 TJI JOISTS 360 LINE OF 8'-0" C 0 LOD 11 0 16" OC. 11 I I I ` I I I W W I Io0_J o I I —(3) 2"X10—" RR FLUSH \ 0 o< I o 2"X1 . CLGC01ST w I ,w IJ 1O0(� O �— — E DOUBLE JST Y I __7711 00 4-) _ _ x'_21" 9070 0 H. DOOR 2'-21" rb--1 ir, 20'-0" — — 2032 3042 2032 — — L — Simpson Strong-Tie 2 2 HDU (CORNER HOLD DOWN) 91-0„ 9'_0„ '-0' 20'-0" (TYPICAL THROUGHOUT, SEE DETAIL) I 1 11 A NOTE: ALL RAFTERS 2"X10" 18'-0" ® 16" OC uj rp_'_' FIRST FLOOR PLAN P SECOND FLOOR PLAN rPNROOF FRAMING PLAN 2 SCALE: 1/4" = 1'-0" 3 SCALE: 1/4" = 1'-0" 4 SCALE: 1/4" = 1'-0" Charles M . Thomas a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 PROJECT PLANS DATE: PROJECT No. DRAWNG BY. CHK BY. r' DWG No. I&FO-0-21-FO-0 2OF2 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLIC TION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PARI, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. TOP PLATE FRAMING TO ACCO ADATE TABLE R 301.7 .° �=� • CORNER AND PARTITION POSTS ALLOWABLE DEFLECTION OF STRUCRURAL MEMBERS _ Y PIPING — F602. 7. 2 STUCTURAL MEMBER ALLOWABLEV. RAFTERS AND CEILING DEFLECTION : 4 '" 4; JOISTS OR APPROVED TOP PLATES RAFTERS W/ GREATER L/180 J ROOF TRUSSa SLOPES THAN 4 W/NO TOP PLATES FINISHED CEILING SECOND STORY TOP PLATE— TABLE TABLE 3.1 ATTACHED TO RAFTERS -- • TOP PLATE SEE DRILLING AND 6d NAIL AT 24" O.C. GYPSM BOARD INSTAL: I IN STUD INTERIOR WALLS AND H/18o JOIST IS PERMITTED TO NOTCHING PROVISIONS ACCORDANCE WITH PARTITIONS _. STUD BE CUT OR NOTCHED FLOORS AND PLASTERED L/360 CEILINGS BORED HOLE MAX FLOOR JOIST- BETWEEN THESE LIMITS WALL STUD- DIAMETER 60% ALL OTHER STRUCTURAL L/240 BORED HOLE MAX z SEE DRILLING AND SEE DRILLING AND OF STUD DEPTH MEMEBERS DIAMETER 40% NOTCHING PROVISIONS NOTCHING PROVISIONS EXT. WALLS W/ PLASTER OR H 360 OF STUD DEPTH BOTTOM PLATE / - WFCM SECTION 3.3.1.1.1 1/3 SPAN 1/3 SPA WFCM SECTION 3.4.1.1.1 WOOD STRUCTURAL PANEL 5/8" MIN. TO EDGE STUCCO FINISHE „ � NSTALLED IN ACCORDANCE EXT. WALLS-WIND LOADS L/240 5/8 MIN. TO EDGE I 11T d NAIL AT 6" O.C. WITH WFCM TABLE 3.1 WITH BRITTLE(b) FINISHES / a LL PANEL EDGES) _ -r 8d NAIL AT 12" O.C. ON ALL EXT. WALLS-WIND LOADS L/240 5/8" MIN. TO EDGE JOIST ENDS TO BE FRAMING MEMBERS NOT AT NOTCH MUST NOT EXCEED WITH FLEXIBLE(a) FINISHES NOTCH MUST NOT EXCEED FOR BLOCKING BLOCKED AGAINST PANEL EDGES 40% OF STUD DEPTH NOTES: L= SPAN LENGTH, H = SPAN HEIGHT 25% OF STUD DEPTH \"--BAND JOIST \11AND BRIDGING ROTATION IN ACCORDANCE (a) CORNER DETAIL a. The wind load shall be permitted to be taken as 0.7 times the cn TOP PLATE OR BLOCKING SEE WFCM SECTION 3.3 WITH WFCM 3.3.1.3-END RESTRAINT component and cladding loads for hte purpose of the determining BORED HOLES SHALL NOT w d NAIL AT 6 O.C. GYPSM BOARD INSTALLED IN deflection limits herein. BEARING AND 3.3.1.4 BRIDGING ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES SHALL NOT b. For cantilever memebers, L shall be taken as twice the len ht BE LOCATED IN THE SAME IF HOLE IS BETWEEN 40% AND 60% o ALL PANEL EDGES) BE LOCATED IN THE SAME g CROSS SECTION OF CUT OR OF STUD DEPTH, THEN STUD MUST BE WALL CROSS SECTION OF CUT OR of the cantilever. DOUBLE AND NO MORE THAN TWO 5/ " MIN. TO EDGE c. For aluminum structural members or poneles used in roofs or SUCCESSIVE STUDS ARE DOUBLED 1 IN.x4 IN. RIBBON walls of sunroom additions or patio covers, not supporting edge of AND SO BORED co LAP JOIST 3 IN. MIN. CUT INTO STUD — glass or sandwich panels, the total load deflection shall not —BOTTOM PLATE FOR FIRE BLOCKING exceed L/60. For sandwich panels used in roofs or walls of BAND JOIST WOOD STRUCTURAL PANEL sunroom additions or patio covers, the total load deflection shall OR BLOCKING INSTALLED IN ACCORDANCE WFCM 2015 SBC HIGH WIND EDITION not exceed L/120 W 16d NAIL AT 24 O.C. WITH WFCM TABLE 3.1 TABLE R 301.2.2.2.1 WFCM 2015 SBC HIGH WIND EDITION SILL PLATE JOIST . o . SECTION 3.4.3.1 .1 FI URE 3.313 WALL BRACING ADJUSTMENT FACTORS BY ROOF . - � SECTION 3.4.2.1 .1 FIGURE 3.3 A 8d NAIL AT 6 O.C. ON ALL COVERING DEAD LOAD CRAWL SPACE SUBFLOOR FRAMING MEMBERS AT PANEL NOTCHING AND BORE HOLE LIMITATIONS ROOF/CEILING ROOF/CEILING NOTCHING AND BORED HOLE LIMITATIONS OR BASEMENT MONOLITHIC EDGES AND 12 O.C. ON ALL FOUNDATION SLAB-ON-GRADE FRAMING MEMBERS NOT AT FOR INTERIOR NONBE RING WALLS DEAD LOAD DEAD LOAD FOR EXTERIOR WALLS AND BEARING WALLS FOUNDATION (b) INSIDE CORNER DETAIL PANEL EDGES WALL SUPPORTING 15 psf or less 25 psf PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING NOTCHING AND BORED OLE LIMITATIONS EXTERIOR CORNER FRAMING FOR EXTERIOR BEARING AND INTERIOR ROOF ONLY 1.2 0 BEARING WALL ROOF PLUS ONE STORY 1.0 1.1 2x4 CONTINUOUS NON— BEARING WALLS: 602.6 �C 2 LATERAL BRACE AT 6' O.C. CSI TYPICAL WALL, FLOOR & ROOF FRAMING JOISTS FOR SI: 1 POUND PER SQUARE FOOT = 0.49 kN/M(2) a. LINEAR INTERPOLATION SHALL BE PERMITTED Ld 0 WIND—BORNE DEBRIS PROTECTION FASTENING SCHEDULE 2-10d NAILSLU N FOR WOOD STRUCTURAL PANELS ROOF FRAMING DOUBLE TOP PLATE TRUSS OR CEILING JOIST � W F A S T E N E R S P A C I N G (inches) L J SEE STUD TO RAFTER Z SPAN 4 FEET 6 FEET SECTION A-A C PPLE TUD OR STUD TO STUD DETAIL i GABLE END TRUSS D FASTENER BL CKING JT PICAL < 4 FEET < PANEL SPAN < PANEL SPAN ENDWALL HFADER ONNECTORS <C TYPE — < 6 FEET < 8 FEET 1/2° SPACINGS A A R QUIRED 0� U) 0 - Allows E CH SIDE 10-8d 0 NO. 8 WOOD SCREW 16111 10" 8" HOLDDINSTAL WN INSTALLATION ANCHOR WITH 2" EMBEDMENT NSTALNAILS HEADER STUDS FULL LENGTH 5d COOLER NAILS AT 10" O.C. 0 LENGHT DOUBLE A A WA STUDS Q sT H (MIN.) ° NOTE: 2"x4" BLOCK NAILED TO EACH 1— AT HARDWARE ° CORNER STUD UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILS CONNECTED TO BLOCKING NO. 10 WOOD SCREW 16" 12" 9" HOLDDOWN o o TRANSFER SHEAR TYPIC 1L AT EACH END OF HEADER AND ANCHOR WITH 2" EMBEDMENT ° ° ° CONNCTO S N UP AT BOTTOM OF HEADER STUDS IN GYPSUM BOARD :Dz (HDU) LENGHT NOTE: SIMILAR REQUI ED CO EC R ADDITION TO CONNECTORS AT 5d COOLER NAILS AT 7 O.C. 0 W ° ° CONNECTION AT H EA SIDE R UIR WALL STUDS AND AT TOP AND z ° FOUNDATION. BOTTOM OF CRIPPLES 20 GAUGE STRAP 0 2-16d COMMON Lli 1/4" LAG SCREW BASED ANCHOR 16" 16" 16" SIDE WALL ° o 01 NAILS AT 6' D.C. FLOOR BRACING AT END BAYS TYPICAL FRAMING AND UPLIFT 10-8d NAILS o WITH 2 EMBEDMENT END WALL ( WFCMFIGURECONNECTIONS FOR OPENINGS QUj ILENGHT SUBFLOOR 8d NAIL AT 4" O.C. � ENDWALL STUDS a. THIS TABLE BASED ON 180 MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. FACE OF FOOTING CEILING BRACING GABLE ENDWALL b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. BAND JOIST w 12" MAX. ( WFCM FIGURE 11 FASTENERS SHALL BE LOCATED NOT LESS THAN 1" FROM EDGE OF PANEL. chf 0- c. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN "' __j NAILS BASED ON EMBEDMENT LENGHT OF NOT LESS THAN 2" INTO THE BUILDING FRAME. `'- SHEAR WALL REQUIREMENTS FASTENERS SHALL BE LOCATED NOT LESS THAN 2 1/2" FROM THE EDGE OF CONCRETE BLOCK OR MASONRY. TOP PLATE a o oI VPROVIDE RAFTER TO d. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING ° '� '- % H NO CEILING VIBRATION-RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT , �,��`� CENTER 2x BLOCKING RIDGE HANGERS IF RIDGE TENSION STRAP ° H/2 BUT NEED OT DIAPHRAGM USE 8-8d COMMON NAI S LESS THAN 1,500 POUNDS. �y ��' H/ BUT NEED NOT REQUIRED ON SHEATHING JOINT RAFTER TAILS ARE NOT EACH END OF ' -1/4 o WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) ° ° ° EXC ED 15 FT. AX. EXCEED 40 FT. MA STRAPPED TO TOP / cv 15f32 WOOD STRUCTURAL PANELS 20 GAUGE STRAP HOLDDOWN ° ° ,,—CORNER STUD CONNECTED TO j ON CABLE SHEARWADL ON WALL PLATE OF WALL BELOW z ROOF RAFTER (HDU) o o ° ° TRANSFER SHEAR GABLE ENDWALL BALLOON FRAMING ° FOUNDATION CLEARANCE FROM SLOPES 20 GA. STRAP— DOUBLE PREFERRED METHOD 1„ AT HARDWARE RAFTER < - J 14 WIDE MIN. 8d NAIL AT 12 O.C. ON o W/(8) 8d NAILSHOLD DOWN ALL FRAMING MEMBERS EACH SIDE B ACKETS AT SHEAR WALL CORNERS, NOT AT PANEL EDGES WINDOW AND DOOR OPENINGS: GYPSUM BOARD o W RIDGE BEAM (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM 16dNAIL AT FLOOR TO FLOOR PHOS 24„ O.C. RIDGE TENSION STRAP DETAIL � CONNECTION ° TABLE R301 . 5 NOTES cli FOR SI: 1 POUND PER SF= 0.0479 kN/M(2), 1 POUND = 4.45N. SIDE WALL o. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING -- EXTERIOR WALL STRAPPING SCHEDULE 8d NAIL AT 6" A 2,00 POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA. O.C. (ALL PANEL b. APPPLIED TO ATTIC SPACES MEETING THE REQUIREMENTS IN T A B L E R301 . 5 AREA HOLDDOWN USED / LENGTH NUMBER OF CAPACITY OF HOLDDO NS NOTES EDGES) SECITRON R802.4.1 FOR CONVENTIONAL CEILING JOISTS AND NAILS SECTION R802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE ARE WOOD S RUCTURAL PANEL THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND RIDGE SIMPSON CS-20-4C INCHES MIN, 6-8d PER RAFTER 602 LB RAFTER TO RAFTER INSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO C' S l mI— =1 son Strong Tie RAFTER TO STUD SIMPSON H-7 ANC NAILING SCHEDULE (TABLE 3 R 4-8d TO RAFTER 985 LB PER EVERY RAFTER OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION MINIMUM UNIFORMLY DISTRIBUTED LOADS ( PSI ) T 8-8d TO STUD CONNECTION .1, CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 A35— Chimney Framing 2-8d TO PLATES WCFM H13H WIND EDITION) FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE z 1 FLOOR TO FLOOR SIMPSON CS-20-4 INCHES MIN. 40-8d 1005 LB PER EVERY STUD OUTSIDE CORNER DETAIL TRUSS. FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT A CONNECTION BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD USE LIVE LOAD A D SHALL BE STUD TO SILL PLATE SIMPSON H-8 5-8d TO STUD 745 LB EVERY STUD REQUIREMENTS. E 3 0ARD 8d NAIL AT UN FROMDLYADI DISTRIBUTED LID E LOAD OR AE3 ON POUNDFORR THE R 0 0 F RAFTER RIDGE DETAIL 4-8d TO PLATE GYPSUM SIMPSON STRONG TIE HDU CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE "' * NOTES: 6' O.C. (ALL EXTERIOR BALCONIES 40 LL, 3 SCALE: N.T.S. SIZE PER MOST RECENT ATALOG INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. ALL STRAPPING INDICATED MEETS OR ,EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL PANEL ^, CONSTRUCTION, SSTD E EDGES) ANY 10-99) TABLE. 305 F1 FOR EACONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND SIDE WALL d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT POINT ALONG THE TOP DECKS 40 V TABLE 3.2 FOR FOUNDATION CONNEC IONS. NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. ° NAIL PENETRATION INTO FRAMING IS CHIEVED. e. SEE SECTION R502.2. FOR DECKS ATTACHED TO EXTERIOR WOOD STRUCTURAL fV GUARD IN — FILL COMPONENTS (ALL THOSE EXCEPT THE PASSENGER VEHICLE GARAGES 50 ��—°� ®I 'k INSTALL THROUGH FIRST FLOOR SHO PANEL INSTALLED IN HANDRAIL) BALUSTERS AND PANEL FILLER SHALL BE DESIGNED �V L X ACCORDANCE WITH x � ®I TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE 10 � m NAILING SCHEDULE 16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED (TABLE 3.1, WCFM 2015 24" O.C. NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE ATTICS WITH STORAGE 20 LOAD REQUIREMENT. C HIGH WIND EDITION) o g. APPLIES TO ATTICE SPACES NOT MEETING THE REQUIREMENTS ROOMS OTHER THAN SLEEPING ROOMS y �I z FOR STORAGE PER FOOTNOTE b. SEE SECTION R802.4.2 FOR 40 ® I 8d NAIL AT 6 O.C. ON ``' CONVENTIONAL CEILING JOISTS AND SECTION R802.10.6 FOR ALL FRAMING MEMBERS TRUSSES. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED SLEEPING ROOMS 30 AT PANEL EDGES AND B INSIDE CORNER DETAIL WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE 12" O.C. ON ALL PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO FRAMING MEMBERS NOT ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION STAIRS 40 s CONTAINING A RECTANGLE 42 INCHES (1067mm) HIGH OR GREATER i AT PANEL EDGES BY 2 FEET (610 mm) WIDE OR GREATER, LOCATED WITHIN THE GUARDRAILS AND HANDRAILS 200 SHEET NO. PLANE OF THE TRUSS. THE RECTANGLE SHALL FIT BETWEEN THE _ 2 CORNER BRACING DETAIL TOP THE BOTTOM CHORD AND BOTTOM ANY OTHER TRUSS I MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS MET: � o EXTERIOR C O R N E FRAMING 1. THE ATTIC AREA IS ACCESSIBLE BY A PULL — DOWN STAIRWAY .! ! OR FRAMED OPENING IN ACCORDANCE WITH sECTION 807.1:AND 3 S ALE: Simpson Strong — Tie 2:12.N. T.S. 2. THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN I F Ih ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED HDU TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING ROOMS. 7 (TABLE 3.2A WFCM 2018 HIGH WIND EDITION) The design of this structure is based upon g p prescriptive approach using the �,• ° ( TABLE 3. 1 WFCM 2018 HIGH WIND EDITION ) SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT Wood Frame Construction Manual (WFCM) 2018 130 MPH COPYRIGHT 2015 SBC published by The American Forest and Paper Association. Non- Structural elements CONNECTIONS RESISTING UPLIFT LATERAL & SHEAR LOADS G E N E R A L N 0 T E S: NAILING SCHEDULE MAX. ANCHOR BOLT SPACING (INCHES) are based upon the 2020 NEW YORK STATE RESIDENTIAL CODE. - �l ANCHOR BOLT CONNECTION FOUNDATION NOTES 1,2,3,4 1. All works shall be performed in accordance with all state, RESISTING SUPPORTING For the Climatic and Geographical Design Criteria, see Table R301.2(1) on municipal, local zoning and building codes and ordinances I} NUMBER OF NAILS NAIL SPACING having jurisdiction and best standards of construction JOINT DESCRIPTION 1/2" ANCHOR BOLTS 3t sheet no. 1 COMMON NAILS 1 - FLOOR 9 All non engineered lumber to be Douglas Fir 2 or better LATERAL AND SHEAR LOADS 2 - FLOORS 5/8" ANCHOR BOLTS 48 g g # practice. � 11 4-8d PER RAFTER/STUD 1. PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.28 Wind Limitations-Section R301.2.1The American Institute of Architects Conditions shall apply RAFTER TO TOP PLATE TOE-NAILED 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANCHOR BOLT SPACING SHALL NOT EXCEED THE Design Criteria-Section R301.2.1.1. (See Table R301.2.(4)A for Wind-Born Debris to all work performed on this project. 4-8d PER JOIST LESSER OF THE TABULATED VALUES FOR UPLIFT LOADS (TABLE 3.2C) OR LATERAL AND SHEAR LOADS (TABLE 3.2B). Protection Fastening Schedule For Wood Structural Panels) 2. The Contractor shall verify all conditions at the site. An '^"`� 3. FOR THREE SECOND GUST WIND SPEEDS GREATER THAN 130 MPH. discrepancies must be brought to the attention of the Architect CEILING JOIST TO TOP PLATE TOE-NAILED) Y Y 9-16d EACH LAP 4. IN NO CASE SHALL ANCHOR BOLT SPACINGS EXCEED 6 FEET ON CENTER. Live Load-Section R301.5 prior to commencement of construction. The Contractor shall be CEILING JOIST TO PARALLEL RAFTER FACE-NAILED Light and Ventilation-Section R303 responsible for corrections not reported once he has started work CEILING JOIST OVER PARTITIONS FACE-NAILED 9-16d EACH LAP Minimum Room Area-Section R304 except for hidden job conditions. z Ceiling Height-Section R305 3. Contractor shall guarantee to the Owner that all materials and p Sanitation-Section R306 equipment incorporated in the work will be new, and that all work _ COLLAR TIE TO RAFTER FACE-NAILED 6-8d PER TIE Toilet Bath and Shower Space-Section R307 will be of good quality, free from faults and defects for a period BLOCKING TO RAFTER TOE-NAILED 2-8d EACH END Glazing-Section R308 of one year form the date of the final Certificate of Occupancy. 2-16d EACH END Garages and Carports-Section R309 4. The Architect shall not be responsible for the construction means, a TRIM BOARD TO RAFTER (END-NAILED) Emergency Escape and Rescue Opening-Section R310 method, techniques, sequences or procedures, or for the safety WALL FRAMING Means of egress-Section R311 precautions and programs in connection with the work, and he Landing-Section R311.3 shall not be responsible for the contractors failure to carry out TOP PLATE TO TOP PLATE FACE-NAILED 2-16d (SEE NOTE 1) PER FOOT Ramps-Section R311.6 the work in accordance with the construction documents. The 4-16d JOINTS Stairway-Section R311.7 Architect shall not be responsible for the acts or omission by Cn TOP PLATE AT INTERSECTION FACE-NAILED - EACH SIDE Handrail-Section R311.7.8 the contractor No changes shall be made in the documents w 2-16d 24' O.C. Guards-Section R312 and/or the building as designed without the expressed written o / 9 9 P STUD TO STUD FACE-NAILED Smoke Alarms-Section R314 consent of the Architect. HEADER TO HEADER FACE-NAILED 16d 16" O.C. ALONG EDGES Carbon Monoxide Alarms - R315 5. The contractor and all subcontractors shall maintain continuous TOP OR BOTTOM PLATE TO STUD (END-NAILED) FlamePER 2X4 STUD Foam plastic-Section R316 insurance coverage statutory policies (Worker Flame Spread and Smoke-Section R315 Compensation, etc.) and general liability in an mount not cn 3-16d PER 2X6 STUD Insulation-Section R316 z (o 4-16d PER 2X8 STUD Dwelling Unit Separation-Section R317 less than $ 5 million and automobile liability and damage o N Moisture Vapor Retarders-Section R318 coverage not less than $ 2 million. The Architect shall be <n FACE-NAILED 2-16d (SEE NOTE 1,2)1 PER FOOT Protection Against Decay-Section R317 named insured on any and all policies. > `r 6. Provide 0.025" of a meatal shield, other than aluminium, over fibrous L FLOOR FRAMING Protection Against Termites-Section R318 insulation at all C9 Site Address-Section R319 perimeter sills. 4-8d PER JOIST Accessibility-Section R320 7. All wood in contact with concrete or masonry to be Wolmanized JOIST TO SILL TOP PLATE TO GIRDER TOE-NAILED Elevators and Platform lifts -Section R323 or pressure creosoted. Flood Resistant Construction-Section R324 8. A single station smoke detector alarm device shall be installed 2-8d EACH END in each bedroom, on all floors and shall be all interconnected per code. BRIDGING TO JOIST TOE-NAILED BLOCKING TO SILL OR TOP PLATE TDF-NAILED 3-16d EACH BLOCK Foundation-Chapter 4 9. All bathroom without operable windows to be mechanically ventilated Design based upon presumptive load bearing values of sandy gravel and or gravel as per New York State Code. LEDGER STRIP TO BEAM FACE-NAILED 3-16d EACH JOIST at 3000 pounds 10. Heating to be designed to provide 70 degrees F. with outdoor 3-8d PER JOIST per square foot. Contractor to consult Arcitect if different soil materials are designed air-temperature of 0 degrees F. and 15 MPH wind. JOIST ON LEDGER TO BEAM TOE-NPILED found upon excavation, 11. All electrical work to be in accordance to the rules and BAND JOIST TOJOIST 0 N 3-16d PER JOIST or test hole, for alternative footing and foundation wall design. regulation of N.Y.B.F.U. and a N.Y.B.F.U. certificate is to be presented to the Owner at the completion of the job. ��END-NAILED Foundation Notes: 12. Plumbing Installation to comply with State and Local codes (-- BAND JOIST TO SILL OR TOP PLATE TOE-NAILED 2-16d PER FOOT 5/8" Ancor Bolts (SSTB-28) See chart on this sheet for spacing and the sewage disposal system to meet Health Department standards. (iJ O BLOCKING TO FLOOR JOIST TOE-NAILED 2-8d EACH END 8" poured concrete foundation wall, 8'-0" high, 3000 # test 13. Do not scale drawings. Use figure dimensions only. (� Minimum depth-Section 403.1.4, 48' minimum coverage to to of footing 14. All work to conform to the rules and regulations of the New York ` V ROOF SHEATHING P 9 P g Energy Conversation Construction Code. All glazed area to be double 16"x8" poured concrete wall footings, 3000# test glazed and all exterior door to have insulated cores. LU STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP TO 16" OC 8d /6" EDGE 6" FIELD 2-1 3/4"x11 7/8 Microlom Girder (or 3 1/2"x11 7/8 Power Beam) 15. The insulation protection as indicated on these plans exceeds W 8d 6" EDGE 6" FIELD 4" poured concrete floor slab with 6x6x#10 mesh and vapor barrier the Code's minimum standards, z Q GABLE ENDWALL RAKE OR RAKE TRUSS W/O GABLE OVERHANG / Damp proofing at exterior foundation below grade-Section R406 16. These drawings and specification are instruments of service and GABLE ENDWALL RAKE OR RAKE TRUSS W STRUCTURAL OUTLOOKERS 8d 6" EDGE / 6" FIELD 30"x30"x12" deep poured concrete column footings, 3000.# test shall remain the property of the Architect whether the project for Sd 4" EDGE 4" FIELD CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT which they made is executed or not. They may not be used Q 0 GABLE ENDWALL RAKE OR RAKE TRUSS W LOOKOUT BLOCKS / Deck and porch flootings as noted, 3000# test, 48" minimum buried depth on any other project except by written authorization of the Architect. r 1 CEILING SHEATING 17. Architect has not been retained for site supervision, on-site v Foundation wall to extend a minimum 8" above finished grade inspection and certifications as required or requested by the Owner, 0 GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD All footing to be carried down to undisturbed soil contractor or local building department. No footing shall be set higher than a 30 degree angle from any other footing WALL SHEATHING Pour no concrete on frozen ground or in freezing water. 0 Provide 3 1/2' steel lally columns. I.. Q STRUCTURAL PANELS STUDS SPACED UP TO 16" OC 8d 6" EDGE / 12" FIELD Backfill shall not be placed against the wall until the wall has sufficient UPLIFT - CONTINUOUS PATH CONNECTORS strength and has been anchored to the floor above, or has been sufficiently braced to prevent damage by the backfill (Section R404.1.7.) USE SIMPSON STRONG-TIE CONNECTORS Floors - WFCM Prescriptive Method. FOLLOW PRODUCT SELECTION GUIDE AND Z Floor framing shall be nailed in accordance with Table 2 WFCM HIGH WIND EDITION. INSTALLATION MANUAL FOR HIGH WIND RESISTANT Draftstopping - Section R502.12 CONSTRUCTION CATALOG C-HW02 W GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD Fireblocking - Section R502.13. z Q ANCHOR BOLTS IN FOUNDATION USE: W Floor Construction: SSTB28 WITH BEARING PLATE, SEE FOUNDATION Simpson Strong-Tie - UJ 3/4" plywood subfloor, fasten per Table 3.1 WFCM. NOTES FOR SPACING Q (� Floor joists: see Foundation and Floor Plans, spacing as noted. U2110 2X6 Q f . I Fasten per Table 3.1 WFCM. SILL PLATE TO RIM JOIST USE: AT EACH RAFTER W 2-2x6 ACQ sill with termite shield and sill seal. LTP4 16" O.C. AT EXTERIOR PERIMETER Q Finish floors per agreement. AND GARAGE/HOUSE COMMON WALL 4-1Od x 1 1/2" ry Wall construction - WFCM Prescriptive Method. USE (4)-8d NAILS AT EACH END Wallfroming and finishing shall be nailed and or screwed in accordance with GARAGE STUD GARAGE SILL PLATE USE: FLOOR SHEATHING WFCM, Table 2 and Section 4 SS' CONNECTOR AT 16" O.C. NOTE: 1x6 fascia, wrap USE (4)-8d NAILS AT EACH END ATTACH (LEDGER TO FRAMING STRUCTURAL PANELS Overhangs as noted. °' Vin vented soffits. RIM JOIST TO STUD CONNECTION USE: MEMBER WITH 2-1/2" X 5 LAG 1' OR LESS 8d 6 EDGE 12 FIELD Alluminum gutters and leaders. Siding: see Elevations. , GREATER THAN 1" 10d 6" EDGE / 6" FIELD Tyvek housewrop. MTS 36, 16' O.C. BOLTS AT 16" ON CENTER 1/2' plywood sheating, see fastening schedule, Table 3.1, 3.9 WFCM. USE (4)-8d NAILS AT EACH END 2x4x Studs ® 16' o.c. with 2x4 shoe and double 2x4 plate FLOOR TO FLOOR CONNECTION USE: 1/2" Gypsum wall board MSTA 36, 16' O.C. 5 8"T e X GWB in garage. 2 layers GWB at fire partition USE (4)-8d NAILS AT EACH END / YP 9 9 ( ) Y �� 1/2" MR GWB in wet areas Simpson Strong-Tie N At least one window in each sleeping room shall comply with the exit re irements RAFTER TO STUD CONNECTION USE: 0 P 9 P Y q MTS 36, EACH ROOF RAFTER 0210 2X6 i- N of section R310. USE 8 16d NAILS AT EACH END Note drilling and notching limitations in figure R602.6(1) for bearing walls and RAFTER TO RIDGE TO RAFTER CONNECTION USE: AT EACH CEILING JOIST g z SIMPSON STRONG - TIE figure R 602.6(2) for non - bearing walls. H7 EACH ROOF RAFTER 2" Q 4-10d X 1 1 Follow exterior corner framing detail figure R602.10.5 / U -� 1 1/4" COIL STRAP - DECK POST TO CONCRETE CONNECTION USE: Roof assemblies - WFCM Prescriptive Method (WFCM table 2) Asphalt strip shingles PBS44A FOR EACH POST 16" O.C. USE 4-8D shall have minimum of six (6) fasteners per shingle (section R905.2.5) z Underloyment application Section R905.2.7.)nailing see table 3.8 DECK POST TO GIRDER CONNECTION USE: NAILS AT EACH STUD SIMPSON For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- PC44 FOR EACH POST < MIN OVERLAP I S 12" SIMPSON H-8 USE W/ONLY 8" ANCHOR BOLT {14") percent slope), o 5- 8D TO STUD ONE SILL GIRDER TO DECK JOIST CONNECTION USE: Simpson BP-3 PLATE up to four (4) units vertical twelve (12) units horizontal (33 -percent slope ) Stron g- Tle 4- 8D TO PLATE PLATE IN MTS12 ® EACH JOIST U210 2X6 (EVERY STUD) STUD TO SI 7' MINIMUM MBEDMENT underloyment .,, shall be two (2) lyers applied in the following manner. Apply A 19-inch (483)strip PGRCH POST TO DECK USE: ATTACH T (SEE ANCHOR SCHEDULE, of 'a AT EACH DECK/PORCH JOIST ON DWGS A-3.1 AND A-3.2) underlayment felt layers with and starting at the eaves , fastened sufficiently to PS720 (ALIGN WITH JOIST BELOW) hold in place. C.M.720 %8" HDSIMPSON Startingat the eave apply 36- inch wide 914 mm sheets of underla PORCH POST TO GIRDER USE: R USE:%" HDU � PP Y ( ( yment, PORCH ROOF RAFTER TO GIRDER USE: overlapping H2.5A AT EACH ROOF RAFTER (14) SDS X X 3" WOOD SCREWS o successive sheets 19 inches (483mm), and fstened sufficiently to hold in place. 4-1 Od x 1 1/2" 7 MIN EMBEDMENT ° slopeso o For roof of four 4 units vertical in 12 units. TYPICAL PORCH DECK LEDGER FOUND TION PLANS A-3.1 AND Ice Protection Section R905.1.2 °D)Q o n .• °�° A-3.2 FOR OCATISTU ° Underloyment in High wind (Section R905.1.1) CONNECTIONS- (MINIMUM DOUBLE STUD) ° SIMSON STRONG - TI 9 ( ) ® � V;AFlashing Section R905.2.8 STU Y2 BEARING PLATE ° A o a c ° �� ° n " Chimney and firespaces - Chapter 10 ti . .a °° , I � ° „ 1 1/4 COIL STRAP 16 O.C. Energy Efficiency - Chapter 11, see attached report DOUBLE 2X MIN. ° Mechanical - Chapter 12 •DD•o ,.a� °° �° ',o •°�, a'61 4 0 USE 4-8D NAILS ® ACH STUD, General Mechanical System - Chapter 13 FOR HEADER OR 'N D I+ �,� Heaitng and cooling equipment - Chapter 14 BEAM D '� . •D ° D °D °D D °d D ° A � ° °. Exhaust Sustem - Chapter 15 D. ° `�a^� a '"• a O n• aN/`ll, o••a D. ° Sim MTS30 Duct System - Chapter 16 son Strong-Tiez ^ °D�" •D D D .'D D .SID DD. C� DOUBLE TOP PLATE ROOF RAFTERS Combustion Air - Chapter 17 P Chimneys and Vents - Chapter 18 AC4 c ,c A>;� a c °D Plumbing - Part VII AT EACH POST o C �- . • SSP e D °DD; SEE LAN Flood Zone - 301.2.4 = •• N 1 3/4" (MUM °.�•e:,% ,o w EDGE DISTANCE x•44 9' ° HEADER I FLOOR TO FLOOR L TA21 D Simpson Strong-Tie.11 CONNECTION KING STUDS CS20 1%" COILED Y2" THREADED ROD STRAP. MIN 12" REQUIRED FOR STU 1/2---,, JACK STUDS OVERLAP AT EACH CZ It. x SIMPSON STRONG - TIE SIMPSON STRONG-TIE STUD -� o 1 1 /4" COIL STRAP - H2A 2"MINIMUM CNW NUT COUPLER 16" O.C. USE 4-8DSIDECOVER U AT EACH ROOF NAILS AT EACH STUD RAFTER USE 8-16D MIN OVERLAP IS 12" NAILS AT EACH END MIN EDGE � JACK o SIL •o ®® ': DISTANCE* . a , 12" MIN OVERLAP PER RT2.5 •••,�_ : COMPONENT . � STUD O STHD8 ° ;:Ata : • :;.Q°:g; • MIN EDGE SHEET N0.DISTANCE* N. T ROOF RAFTER FLOOR TO FLOOR Simpson Strong-Tie 1 WRAP UNDER SILL PLATE , CONNECTION TYPICAL STRAPPING OR AB *NOTE: SEE MANUFACTURERS t MIN. OVERLAP IS 12" CONNECTIONS:N N E C TI 0 N S. AT EACH POST FOOTING MINIMUM DISTANCE CHART FOR SILL PLATE TO RIM JOIST AND FRAMED OPENING EX ERIOR WALL CANTILEVER CONDITION INSTALLATION 1 RIM JOIST TO STUD CONNECTION WALL TO FOUNDATION CONNECTION- PORCH COLUMN CONNECTIONS