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HomeMy WebLinkAbout41468-Z �o�SUGFAd,f�pG Town of Southold 9/6/2017 y P.O.Box 1179 0 W 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39201 Date: 9/6/2017 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 2140 Deep Hole Dr, Mattituck SCTM#: 473889 Sec/Block/Lot: 123.4-4.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/17/2017 pursuant to which Building Permit No. 41468 dated 3/27/2017 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: UNHEATED, ACCESSORY GARAGE AS APPLIED FOR The certificate is issued to Colletti, Scott of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41468 08-15-2017 PLUMBERS CERTIFICATION DATED ut d Signature o�guFFoc,re, TOWN OF SOUTHOLD �y BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41468 Date: 3/27/2017 Permission is hereby granted to: Sessa, Leonardo 132 E 43rd St Ste 441 New York, NY 10017 To: construct an accessory garage in the front yard as applied for. At premises located at: 2140 Deep Hole Dr, Mattituck SCTM # 473889 Sec/Block/Lot# 123.-4-4.1 Pursuant to application dated 3/17/2017 and approved by the Building Inspector. To expire on 9/26/2018. Fees: ACCESSORY $215.20 CO -ACCESSORY BUILDING $50.00 Total: $265.20 Building I spec Form No_6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. , Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. -fZ-7 New Construction: Old or Pre-existing Building: (check one) Location of Property: o� `b D® h 0 �L 7' c2 �J House No. ,1 L Street Hamlet Owner or Owners of Property: Sw Tf T 4 en m�:j !�L¢ 4; Suffolk County Tax Map No 1000,Section / oZ 3 Block d Lot Subdivision Filed Map. Lot: Permit No. '1 to D Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ 50 I� A plicant Signature oT sovl�®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 CA roper.richert(aD-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Collett) (Sessa) Address: 2140 Deep Hole Drive City,Mattituck st: New York zip: 11952 Building Permit#: 41468 Section: 123 Block 4 Lot: 4.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578-E SITE DETAILS Office Use Only Residential X Indoor - X Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage _ INVENTORY Service 1 ph Heat Duplec Recpt 8 Ceding Fixtures 1 HID Fixtures Service 3 ph Hot Water 30A GFCI Recpt 2 Wall Fixtures 3 Smoke Detectors Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 7 CO Detectors Sub Panel 50A A/C Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 6 Twist Lock Exit Fixtures TVSS Other Equipment: "Detached Garage" 1- Exhaust Fan, 1- Paddle Fan Notes: Inspector Signature: Date: August 15, 2017 0-Cert Electrical Compliance Form.xls 50U1�o �ycou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [° OUNDATION 1ST [ ] ROUGH PL13G. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: riot• rovAJ4-vN"J, &ciov DATE d q INSPECTOR OF SOOTyolo r coum,0cc� TOWN OF SOUTHOLD BUILDING DEPT.,- 765-1802 INSPECTtON FOUNDATION 1ST [ ] ROUGH PLEIG. Y: [ ]FOUNDATION 2ND [ ] INSULATION [ �] FRAMING / STRAPPING [ ] FINAL_;- ,t [ ]. FIREPLACE:& CHIMNEY [ ] FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION' [:;] ;FIREr'RESISTANT PENETRATION 4 [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL).: .` " ,bn REMARKS: 1 Y ftm, 4 '�V Q(✓` x - Fry l L C �' DATE INSPECTO pF SObl �o !a N O i TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 -INSPECTION - FOUNDATION INSPECTION - FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ NSULATION [ ] FRAMING / STRAPPING [ ] FINAL 6Av�e---- [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: i Tvvu awwA Ae4 ureee. C,p n v* C� A �f✓ lS f` • DATE 36 �' INSPECTOR FIELD INSPECTION REPORT I DATE COMMENTS, `` t p FOUNDATION(1ST) del H ------------------------------------ FOUNDATION (2ND) l No 0 ROUGH FRAMING& y .� PLUMBING ` INSULATION PER N.Y,. STATE ENERGY CODE n ✓rss v� / Am . FINAL ADDITIONAL COMMENTS (� -aq- �- c� o, o l Io C - t- led)& � ZL—oK ✓ rn a � e b H TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 / Survey www.northfork.net/Southold/ PERMIT NO. " /�y6Check Septic Form N.Y.S.D.E.C. Trustees Examined ,20 Contact: Ci1,•fx er µ , Approved ,20� Mail to: Disapproved a/c Phone: Expiration ,20 - , D����� n� Building Inspector B APPLICATION FOR BUILDING PERMIT BAR 1 7 2017 Date �� / d— 20_/7 BUILDING DEPT. INSTRUCTIONS TOWN OF SOUTHOLD a. This application MUST lie completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. 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, or 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 for necessary inspections. (Signature of a scant or name,/if�aCcorporation)Mailmg addr ss of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises Ile-1 ' (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: I-/# Je g�g r>4'02 A74-TTI iz,c Ac . A, House Number Street Harm t' County Tax Map No. 1000 Section �J' Block.,;` s, ` ` `T Lot Subdivision :'+ - Filed Map No. " Lot (Name) 2. State existing use and occupancy of premises and intend4d use and oc upancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy -, 3. Nature of work(check which applicable): New Building t Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost � ���god Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars / <o,L 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front I� �� Rear__? Depth Z Height Number of Stories Dimensions of same structure with alterations or additions: Front ''/''d{i Rear 3� Depth _Z_ Height Number of Stories , 8. Dimensions of entire new construction: Front a Rear Depth 1 Height /7 Number of Stories 9. Size of lot: Front Rear 6p, G Depth 10. Date of Purchase -�dName of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES ''NO Will excess fill be removed from premises? YES NO 14. Names of Owner of pre ises s � Address Phone No. Name of Architect G' 44 4w Addfess Phone No Name of Contractors¢,6s aw_- Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (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 knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this 71b- day of 20F7 _ Z_/ ' _. wam Notary Public cr � Signature of Applicant TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01DW630690o QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2f \�os�r �� STO)]E�IA�J[\�V-A�T]E]E, Scott A. Russell � SUPERVISOR A�][.A�NA(G!]ENUENT SOUTHOLD TOWN HALL-P_O.Box 1179 p 53095 Main Road-SOUTHOLD,NEW YORK 11971 �O Town of So u th o l d C11AIPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) l��-'r�II�'_-�I�®7�C�'—I1�iT® Ii'I�1�I���1��—._..—__._._:--•---- --- Yes No . (CHECK ALL THAT APPLY) ❑ Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B Excavation or Tilling involving more than 200 cubic yards of material within any parcel or any contiguous area. ElC_ Site preparation on slopes which exceed 10 feet vertical rise to 100 feet. of horizontal distance. r ❑ Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. t ❑�E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse.. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Departmpnt_tiyithyouur Building Permit Application. APPLICANT: (Property Owner,Design Prof onal,Agent-Contractor,Other) S.C.T.M. 1000 Dale District (� NAME Section Block Lot FOR BUILDI\G DEPAI TNMENT ►-5;: 0-\Ll' Convect Inform�tiori: ���/ y� �v ra<yu..K bnnexr / Reviewed By: — — — — — — — — — — — — — — — — — — Date: Pro eft Address / Location of Construction Work: — — — — — — — — — — — — — — — — �� ��(_ j'a� <�� Approved for processing Building Permit I e P IIL� Stormwater Management Control Plan Not Required. CAL k) Slormwater Managenneat `vntrol Plums, J Required Lj (Forward to Engineering Department for Review) FORM a SMCP- TOS MAY 2014 � o V►� Town Hail Annex 1r 54375 Main Road Telephone(631)7651802 r P.O.Box 1I79 GQ ( [� ! ( !° Q. .US Southold,NY 1197I-0959 �O L� MAY 1 1 2017 BUHII DING DEPARTMENT TOWN OF SOUTHOLD 'BUM ➢ING DEPT. APPLICATION FOR ELECTRICAL INSPEURMF SOUT"OLD REQUESTED BY: Date: l� l Company Name: Name: R. Z-,, License No.: 9 _�. Address: , �. SQK c�2 S S®V�j- 60 '1197 Phone No.: JOBSITE WFORMATION: (*Indicates required information) *Name: L.4- j_,;�' 7_` _ *Address: c13 D/l *Cross Street: /V,., J *Phone No.: 6 3i agT �� y Permit ilio.: 1511,165-2 Tax Map District: 1000 Section:� 2 _ Block:�r Lot: � *BRItF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YE / NO Rough In Final *®o you need a Temp Certificate: YES NO Temp Information.(If needed) "Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other 'New Service: Re-connect Underground Number of Meters Change of Service Overhead 4dditional Information: PAYMENT DUE WITH APPLICATION �0� .82=Request for Inspection Form �1 .�`oSVFFDC,�G Town Hall Annex �� ¢��� Telephone(631-1802 54375 Main Road o -< Fax(631) 734-9502 P- O- Box 1179 0 Southold, NY 11971-0959 "' ' BUILDING DEPARTMENT NOTICE OF UTILIZATION OF-TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: J /,sl Owner_ Co ca Ile ( J Location of Propeciy: 2/cl� Please tak notice that the (check applicable line): New'residential structure Addition to existing residential s(ru Idre ; :* Rehabilitation to an existing residential structure to be-constructed-or{performed at the sujjiect prgperty refer@nce above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction{PW) Timber construction (T-C} in the•following iocation(s) (check applicable line): Floor framing, including girders and beams (F) IL Roof framing (R) { -Floor and roof flaming (FR) Signature: Name (person submitting this form): ��S��n-e oPY� Capacity(check applicable line): Owner Owner representative ; TrussResfteq-15.docx Frse-e._,0 1 i12015 aM Rp- OWNER' ' STREET VI L �GE-1�,- DI�S"TRICT c -JJB- LOT 0, E ACREAGE FORMEP,,�W E, wyaaqv t l-," I lcW l-cha rck A vvC S TYPE OF BUILDING v RES. � SEAS. VL. FARM COMM. I IND. I CB. I misc. 0- 1.7 LAND IMP. TOTAL DATE REMARKS 107-S /2_ 0� 7-9.17 .2 A' 2- 3" ov 2- Z b V-3 C> AGE 2 q On BT-110 �ILDING CVNDI, 1 :P,-L11'6) Z3P7f)5- Gi-b6S -6 ?almeer Ao 6z� , c-n -, q11 -- MAL B ELOW. r ABOVE 4 2-oD -,i 3f Value I)q letSl))1 0/ 6`0�, M-e /"clap Tilla Yo I c>c> 144 fl 2 12-00, F)2- � -Ti IIcfte2 -------- 1CO Tillable• 3Co- /4- 7 7 1 W Woodland 6s- Swampland BrushIaL,d---., --------- V _ d. S House Plot Ij-7,(-40-X,01qt16 -Phalrher-lo F-r-t-Am Y,1, Total ?N—F(0jflq aria rh UO Vj %JUW%O-M%A Al 31- 7 "`7 M. Bldg. ' 0 Foundation Z-- Bath .71 Basement C r Y4- Floors Extension Extension 2— J Ext. Walls --t-L)-UvInterior Finish r P 7 Extension Fire Place Heart Porch Attic r /,S- ©0 Porch Rooms 1st Floor Q ,at,k cae.0 Rooms 2nd Floor Breezeway Patio 17 d2�ry t,�b 6 Ll Garage�—, rive a O. B. j AAA-, /,I ■■■!■MU■■■i©1■■■■■■■■■■■■■13 ®■■ VIP It �. .� +; . ::-° if z` z.-...' x� �fi".(1 �`,' '.,�+ �� i"'�� �.�y ■■��■■���■���■■■■■■■■■■■■■■■ FN .f. ��Sf i t+ t 'J ti!V 1,�� i;�;{. � e•t Sf =lt jr' ,. ' A+ ,t{R�t 5.,. ■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■�IlL�� ■■■■■■■■■t■■■■■Fire Place ■ Ext Walls • i . Vormer B Dock l , • : -® _■ �� t DD _ SEP - 5 ?017 TOWN OF SOUTHOLD fl N ' a SURVEY OF PROPERTY AT MATTITUCK TOWN OF SO UTOLD SUFFOLK COUNTY, N. Y. 1000-123-04-4.1 SCALE: 1'= 20.9 SEPTEMBER 15, 1997 9 � , MA Y 21, 1998 (FLOOD ZONE) l c MARCH 1, 2000 (SURVEY) �'• ��' �"M°'� Fo �� MAY 26, 2000 (GONG. BLK. FOUND) JANUARY 11, 2017 • - FEBRUARY 28, 2017 (PROP. GARAGE) \Ib tiQ GRAVEL PARK IN6 C/v FS Q�U� `f0 i—� < V � N \� °b Q� U/ All '6 . �� S0. O �h X86•\�� ,,.f•��-�t�'�J�vO � O \ J� ��t,� - ^• F,P � .&)* CERTIFIED TO, T/p S ` 5C,OTT P. GOLLETTI � TAMMY GOLLETT I \ TSF 15K I D&F-HAMPTON NATIONAL DANK ADVOCATE5 A65TKAGT, INC,. A5 AGENT FOR 5TEWAKT TITLE (#ADA-03067-5) 00,,E 0 l .o' � O . r�: �reaw.t..y h•�\ ■ MONUMENT dr OUT OF ruin AND FLOAT WATER FORl ' ry'a ` 1' THE SEASON UNSURE OF EXACT LOCATION •, FLOOD ZONES FROM FIRM 36103C,0482H MAP EFFECTIVE DATE, 5EPTEM5EK 25, 2009 ANY ALTERATION OR ADDITION TO TH 15 SURVEY 15 A VIOLATION N. Y.S LIC. NO. 49618 OF 5EGT I ON 72090F THE NEW YORK STATE EDUCATION LAW. PECO lC SURVEYORS, P.C. EXCEPT A5 PER 5EGT I ON 7209-5UCD I V 151 ON 2. ALL CERT I F I GAT I ON5 AREA=12,054 s f t. (631) 765-5020 FAX (631) 765-1797 HEREON ARE VALID FOR TH15 MAP AND GOPIE5 THEREOF ONLY IF q• P.O. BOX 909 SAID MAP OR GOPIE5 DEAR THE IMPRESSED SEAL OF THE SURVEYOR t0 TIE LINE 1230 TRAVELER STREET SOUTHOLD, N. Y. 11971 97 211 12'-0" 8 -0 4-0 �' . 101" 6 -3 1., y.%`�` C �L 2 M.O. 102 12"0 SONO TUBE ON 24"44%12" FOOTINGS I 1,,rrrr MIN 36" BELOW GRADE 8'-0" 4'-0" (MUST BE VIRGIN SOIL) AC Q POSTWRAP WITH 1X6 2'-4" AT NF QF-D-LCK__6aQI—I I i i,`'` �r. Gy Ci 0o L) 2xs Ac ciRD R ARCcn C5 HITECT �O - d O =I 2"X8" RR l 22"X8" RRRR I= OD FR ME STEPS �O a I I I ( ®® NF 1 ® 18" OC, n 0 ADE I 1.. M I N 2X8 ACQ LEDGER I I I I oI REVISIONS D E S C R I P T I O N N FWG 6068 N 24 6 (. --I r1 ..;,.., wil.. , — — — — — — — — I -z"xlor HDR 10-23-15 :'HD zrHOLD DOWNTYPICAL ROOF CONSTRUCTION T ASPHALT SHINGLE ROOFING12 (2) 11 7/s" ML RIDGE BEAM .. I 8„ ( (T - t!` DROP FOUNDATION WALL I I . ED Y0�'. I.A,1 C. i ,.'; OVER 15f ROOF FELT ON 1/2" CDX PLYWOOD SHEATHING. I TO MEET SLAB r 2"X8" ROOF RAFTERS 0 16" O.C. 10� I I CONTINUOUS FOOTING I I I ,, GAR GE t:r; 10'-8 I 4" POURED CONCRETE SLAB Q0 OVER 6 MIL. PIOLYETHILENE VAPOR BARR14R ON WELL N0 z _ STORAGE LOFT ( I I I COMPACTED POROUS FILL a 2-2X4 TOP PLATE I 8" POURED CONCRETE FOUNDATION -Y4" PLYWOOD I WALL ON 8"X16" POURED 2"X8" RR I 2"X8" RR CONCRETE FOOTING - ® 16" OC. I ® 16" OC. z - 2"X8" CJ 0 16" OC. La I I 00 F2X8 FLUSH LEDGER 0 I I N ..,._.. LAG BOLT (2 BOLTS PER STUD) c I I r (3i) 2"Xi- FLUSH TECO EACH JST 0 I I o o — — _ — —_ —_ —_ o O N I I UNEXCAVATED I I N N X4" POST FROM TRIPLE 2" N o PROPOSED GARAGE - I I 4" POURED CONCRETE SLAB I I 1xs TO UNDER SIDE OF RIDGE OVER 6 MIL. POLYETHLENE I I VAPOR BARRIER ON WELL " �rn � � �!! RETAIN STORM WATER RUNOFF TYPICAL WALL CONSTRUCTION °° I I COMPACTED POROUS FILL I I ® i " oc. I � w PURSUANT TO CHAPTER 236 PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2 CD X I I � � OF THE TOWN CODE. PLYWOOD SHEATHING ON 2"X4" WD. STUDS 16" O.C. I I I I I Q � 1 `' IS' ,11 2X4 BOTTOM PLATE I I Im -� � ` ,1' �- ATOP 2X6 SILL I I 0j W 1 i 4 I O UT C I RTI F I CATIE 4" POURED CONCRETE SLAB I I CV Io Iq r �� 2"x6" CCA SILL PLATE TERMITE SHIELD 4 MILL VAPOR BARRIER tp - I I I I I 7 0(11.lcUppirlOr"Y � 5/8" DIA. ANCHOR BOLTS 039" O.C. COMPACTED FILL I - J 8" POURED CONCRETE FOUNDATION 00 I I I^ WALL ON 8"X16" POURED I DROP FOUNDATION WALL CONCRETE FOOTING I TO MEET SLAB I I� CONTINUOUS FOOTING o M - - - - - -- - -1 I� ui 2-2"X 0" HDR "T'RU'SS PLACADiiVG REQUIRE® 4 M.O. — T4�� 9080 H. DOOR // 9'-3" 18" POURED C NC APRON 12'-0" 6'- 6'-0" W 0" " _ W 12"-0" U ry O ® f�— Li s GARAGE SECTION P FOUNDATION PLAN P FLOOR PLAN w I~— cD Q 1 SCALE: 1/4" - 1'-0" 1 SCALE: 1/411 = 11-01, 2 SCALE: 1/4" = 1'-0" Q C-') CC W Q_ Q r W W O —j o �— O 0 0- J a_ 1" X 8" FASCIA LLJW 12 W/1"X2" OVER Q 10 1"X6" RAKE FRIEZE 12 RED CEDAR SHIN RE S 5 1/2" O ASPHALT ROOF SHI. \ SWEEP SHINGLES OVER 11111 1111111 1111111 1111111 1111111 111 Jill 1111111 1111111 1 Ll-1-1 1 \ 1"X8" FRIZE BOARD A 1 DJ x �—Id- 4X4 ACQ POST WRAP WITH 1X6 CEDAR PERFECTION SHINGLES 3+" X 4" SURROUND RED CEDAR SHINGLES 5 1/2" EXPOSURE RCD CEDAR SHINGLES 5 1/2" EXPOSURE 2446 3070 11 1 2846 I) SWEEP SHINGLES OVER DOOR 9080 DOOR 1"X2" SOLID RAM CROWN i 1"X8" FRIEZE BOARD FWH 0611 r' F PERE- a UJ J Charles M . Thomas 0 a r c h i t e c t 9080 BARN DOOR STONE PLANTER / RETAINING PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 WALL. (HT PER GRADE) 5'-0" SIDE YARD SETBACK PROJECT E R E A R E L E V A T 1 0 N WEST E L E F T S I D E ELEVA TI ON SOUTH E R I G H T S I D E ELE VATI ON NORTH E F R O N T E L E V A T I O N EAST 2 SCALE: 1/4" = 1'-0" 3 SCALE: 1/4" = 1'-0" 4 SCALE: 1/4" = 1'-0" 1 SCALE: 1/4" = 1'-0" DATE: 2/18/17 PROJECT No. DRAWING BY. C.M.T. CHK BY. DWG No. 1 OF 2 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION 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 WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. TABLE R 301.7 `"� CORNER AND PARTITION POSTS TOP PLATE FRAMING TO ACCOMADATE ALLOWABLE DEFLECTION OF STRUCRURAL MEMBERS PIPING — R 6 0 2.7.2 STUCTURAL MEMBER ALLOWABLE ® ® � RAFTERS AND CEILING JOISTS OR APPROVED DEFLECTION �s ROOF TRUSS TOP PLATES RAFTERS W/ GREATER L/180 e < „ � _. <r SLOPES THAN 4 W/NO TOP PLATES �- SECOND STORY TOP PLATE— TABLE 3.1 FINISHED CEILING WWff MM TOP PLATE GYPSM BOARD INSTALLt� IN STUD ATTACHED TO RAFTERS SEE DRILLING AND INTERIOR WALLS AND H 180 y NOTCHING PROVISIONS 16d NAIL AT 24 O.C. ACCORDANCE WITH PARTITIONS / JOIST IS PERMITTED TO BE CUT OR NOTCHED FLOORS AND PLASTERED L/3sa STUD NGS FLOOR JOIST—AND BETWEEN THESE LIMITS WALL STUD— BORED HOLE MAX ALLCEIOTHER SEE DRILLING A DIAMETER 60% ALL OTHER STRUCTURAL L/240 BORED HOLE MAX z NOTCHING PROVISIONS SEE DRILLING AND MEMEBERS BOTTOM PLATE NOTCHING PROVISIONS OF STUD DEPTH DIAMETER 40% EXT. WALLS W/ PLASTER OR H 360 OF STUD DEPTH � WFCM SECTION 3.3.1.1.1 / — WFCM SECTION 3.4.1.1.1 WOOD STRUCTURAL PANEL STUCCO FINISHE „ 1/3 SPAN 1/3 SPA NSTALLED IN ACCORDANCE 5/8" MIN. TO EDGE EXT. WALLS-WIND LOADS L 240 5/8 MIN. TO EDGE 1 �AILL NAIL AT 6" O.C. WITH WFCM TABLE 3.1 WITH ALLS WI FINISHES /G PANEL EDGES) _ T 8d NAIL AT 12 O.C. ON ALL EXT. WALLS-WIND LOADS L/240 5/8 MIN. TO EDGE FOR BLOCKING JOIST ENDS TO BE FRAMING MEMBERS NOT AT NOTCH MUST NOT EXCEED WITH FLEXIBLE(a) FINISHES NOTCH MUST NOT EXCEED BLOCKED AGAINST PANEL EDGES 40% OF STUD DEPTH NOTES: L= SPAN LENGTH, H = SPAN HEIGHT 25% OF STUD DEPTH TOP PLATE BAND JOIST AND BRIDGING ROTATION IN ACCORDANCE (a) CORNER DETAIL a. The wind load shall be permitted to be taken as 0.7 times the OR BLOCKING SEE WFCM SECTION 3.3 WITH WFCM 3.3.1.3—END RESTRAINT GYPSM BOARD INSTALLED IN component and cladding loads for hte purpose of the determining BORED HOLES SHALL NOT w AND 3.3.1.4 BRIDGING d NAIL AT 6 O.C. ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES SHALL NOT deflection limits herein. BE LOCATED IN THE SAME IF HOLE IS BETWEEN 40% AND 60% a BEARING ALL PANEL EDGES) BE LOCATED IN THE SAME b. For cantilever memebers, L shall be taken as twice the lenght CROSS SECTION OF CUT OR OF STUD DEPTH, THEN STUD MUST BE WALL of the cantilever. DOUBLE AND NO MORE THAN TWO CROSS SECTION OF CUT OR 5/ MIN. TO EDGE c. For aluminum structural members or paneles used in roofs or SUCCESSIVE STUDS ARE DOUBLED 1 IN.x4 IN. RIBBON 0walls of sunroom additions or patio covers, not supporting edge of AND SO BORED C LAP JOIST 3 IN. MIN. CUT INTO STUD — glass or sandwich panels, the total load deflection shall not z BAND JOIST BOTTOM PLATE FOR FIRE BLOCKING exceed L/60. For sandwich panels used in roofs or walls of o OR BLOCKING ° 16d NAIL AT 24" o.c. WOOD STRUCTURAL PANEL sunWFCM 2015 SBC HIGH WIND EDITION not exceed additions or patio covers, the total load deflection shall WFCM 2015 SBC HIGH WIND EDITION O 5 INSTALLED IN ACCORDANCE not exceed L/12o > � SILL PLATE JOIST o WITH WFCM TABLE 3.1 TABLE R 301.2.2.2.1 N SECTION 3.4.3.1 . 1 FIGURE 3.313 WALL BRACING ADJUSTMENT FACTORS BY ROOF SECTION 3.4.2.1 .1 FIGURE 3.3 A CRAWL SPACE FR NAIL AT 6O.C. ON ALL NOTCHING AND BORED HOLE LIMITATIONS COVERING DEAD LOAD NOTCHING AND BORED HOLE LIMITATIONS OR BASEMENT - SUBFLOOR FRAMING MEMB, RS AT PANEL ROOF/CEILING ROOF/CEILING FOUNDATION MONOLITHIC EDGES AND 12 O.C. ON ALL FOR INTERIOR NONBEARING WALLS FOR EXTERIOR WALLS AND BEARING WALLS SLAB—ON—GRADE FRAMING MEMBERS NOT AT I DEAD LOAD DEAD LOAD FOUNDATION (b) INSIDE CORNER DETAIL PANEL EDGES NOTCHING AND BORED HOLE LIMITATIONS WALL SUPPORTING 15 psf or less 25 psf PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING EXTERIOR CORNER FRAMING- ROOFONLY 1.0 1.2BEARING WALLFOR EXTERIOR BEARING AND INTERIOR ROOF PLUS ONE STORY 1.0 1.1 2x4 CONTINUOUS ^ � TYPICAL WALL FLOOR 8c ROOF FRAMING NON— BEARING WALLS: 8602.6 (1 )& FOR Sk 1 POUND PER SQUARE FOOT = 0.49 kN/M(2) LATERAL BRACE AT 6 O.C. o Uj� JOISTS a. LINEAR INTERPOLATION SHALL BE PERMITTED Ld w , WIND—BORNE DEBRIS PROTECTION FASTENING SCHEDULE 2-10d NAILS cv FOR WOOD STRUCTURAL PANELS ROOF FRAMING DOUBLE TOP PLATE TRUSS OR CEILING JOIST CD W FASTENER SPACING inches SEESTUD TORAFTER z FASTENER SPAN 4 FEET 6 FEET SECTION A-A C PPLE TUD OR STUD TO STUD DETAIL GABLE END TRUSS < 4 FEET < PANEL SPAN < PANEL SPAN BLOCKING T CONNECTORS Q TYPE — ENDWALL ROQUIREDORS Q <_ 6 FEET < 8 FEET 1/2' SPACINGS q q 11� U ALLOWS NO. 8 WOOD SCREW " 11 HOLDDOWN 10-8d „ 16 10 NAILS $ INSTALLATION I ANCHOR WITH 2 EMBEDMENT HEADER STUDS ULL LENGTH 5d COOLER NAILS AT 10" O.C. o LENGHT DOUBLE A A WA STUDS f— Q NOTE: 2"x4" BLOCK NAILED TO EACH ° CONNECTED TO BLOCKING 0 ATHDWRE o CORNER STUD UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILS NO. 10 WOOD SCREW 18" 12" 9" HOLDDOWN o TRANSFER SHEAR AT EACH END OF HEADER AND GYPSUM BOARD z ANCHOR WITH 2" EMBEDMENT (HDU) ° ° N UP AT BOTTOM OF HEADER STUDS IN LENGHT ° ° ° NOTE: SIMILAR CO EC R ADDITION TO CONNECTORS AT 5d COOLER NAILS AT 7" O.C. W o CONNECTION AT ° 2-16d COMMON FOUNDATION. Ll_I R UIR BOTTOM OF CRIPPLES WALL STUDS AND AT TOP AN 20 GAUGE STRAP z 1/4" LAG SCREW BASED ANCHOR 16" 16" 16" SIDE WALL A ° or NAILS AD6' O.` 0. FLOOR BRACING AT END BAYS TYPICAL FRAMING AND UPLIFT 10-8d NAILS (f� WITH 2 EMBEDMENT Uj LENGHT I WFCM FIGURE 3. 6 CONNECTIONS FOR OPENINGS Q W SUBFL00R 8d NAIL AT 4 O.C.' ENDWALL STUDS a. THIS TABLE BASED ON 180 MPH WIND SPEEDIS ANDA 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. FASTENERS SHALL BE LOCATED NOT LESS THAN 1" FROM EDGE OF PANEL. BAND JOIST � w 12" MAX.ftf a_ ( WFCM FIGURE 11 ) CD c. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN "' AILS BASED ON EMBEDMENT LENGHT OF NOT LESS THAN 2" INTO THE BUILDING FRAME. o ,L SHEAR WALL REQUIREMENTS FASTENERS SHALL BE LOCATED NOT LESS THAN 2 1/2" FROM THE EDGE OF CONCRETE BLOCK OR MASONRY. � W �. d. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING TOP PLATE v w ���'- ° `` � H NO CEILING PROVIDE RAFTER TO RIDGE TENSION STRAP VIBRATION—RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT ° H/2 BUT NEED OT DIAPHRAGM CENTER 2x BLOCKING RIDGE HANGERS IF USE 8-8d COMMON NAI S LESS THAN 1,500 POUNDS. .y H/ BUT NEED NOT REQUIRED ON SHEATHING JOINT RAFTER TAILS ARE NOT ° EXC ED 15 FT. AX. EXCEED 40 FT. MA . EACH END OF 1-1/4 o WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) ° ° 15/32 WOOD STRUCTURAL PANELS STRAPPED TO TOP 20 GAUGE STRAP04 HOLDDOWN ° ° CORNER STUD 0 GABLE FACE AND ON WALL BELOW PLATE OF WALL BELOW g z (HDU) ° ° CONNECTED TOBASED ROOF RAFTER ° ° o TRANSFER SHEAR ON SHEARWALL REQUIREMENTS GABLE ENDWALL BALLOON FRAMING ° o FOUNDATION CLEARANCE FROM SLOPES ° 20, GA. STRAP— STUDAT WE w PREFERRED METHOD Q 1 WIDE MIN. '� a RAFTER � 4 HOLD DOWN 8d NAIL AT 12" O.C. ON o �- W/(8) 8d NAILS ALL FRAMING MEMBERS EACH SIDE BRACKETS AT SHEAR WALL CORNERS, NOT AT PANEL EDGES WINDOW AND DOOR OPENINGS: GYPSUM BOARD Z (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM W 16dNAIL AT RIDGE BEAM � � FLOOR TO FLOOR PHD5 /-24" RIDGE TENSION STRAP DETAIL cz CONNECTION ° TABLE R301 . 5 NOTES N FOR SI: 1 POUND PER SF= 0.0479 kN/M(2), 1 POUND = 4.45N. E SIDE WALL a. 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 AREA HOLDDOWN USED / LENGTH NUMBER OF CAPACITY OF HOLDDO S NOTES O.C. (ALL PANEL IE SECITRON802 1ATTIC FOR CONVENT 0NA MEETING CEILING OISTS THE SAND NTS IN T A B L E R301 . 5 NAILS EDGES) SECTION 8802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE ARE RIDGE SIMPSON CS-20-40 INCHES MIN. 6-8d PER RAFTER 602 LB RAFTER TO RAFTER WOOD STRUCTURAL PANEL THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND INSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO }� S i m p s o n Strong — Tie RAFTER TO STUD SIMPSON H-7 ANCHOR 4-8d TO RAFTER 985 LB PER EVERY RAFTER NAILING SCHEDULE TABLE 3.1 OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION MINIMUM UNIFORMLY DISTRIBUTED LOADS ( PSI ) T 8-8d TO STUD CONNECTION ( CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 A35— Chimney Framing , 2-8d TO PLATES WCFM HIGH WIND EDITION) FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE Z FLOOR TO FLOOR SIMPSON CS-20-40 INCHES MIN. 40-8d 1005 LB PER EVERY STUD TRUSS. FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT CONNECTION (A) OUTSIDE CORNER DETAIL BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD LIVE L 0 A D USE '- 3 ROOF RAFTER RIDGE DETAIL STUD TO SILL PLATE SIMPSON H-8 5-8d TO STUD 745 LB EVERY STUD REQUIREMENTS. cc (' c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE 4-8d TO PLATE GYPSUM BOARD 8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD OR A 300 POUND * NOTES: SIMPSON STRONG TIE HDU 6" O.C. (ALL CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE EXTERIOR BALCONIES 40 Cn u, 3 SCALE: N.T.S. ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL SIZE PER MOST RECENT ?�TALOG PANEL INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. � CONSTRUCTION, SSTD 10-99) TABLE 305 F1 FOR EAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND I WAL d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT EDGES) ANY POINT ALONG THE TOP DECKS 40 TABLE 3.2 FOR FOUNDATION CONNECTIONS. NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. o () NAIL PENETRATION INTO FRAMING IS ACHIEVED. e. SEE SECTION R502.2. FOR DECKS ATTACHED TO EXTERIOR WALLS. WOOD STRUCTURAL f. GUARD IN — FILL COMPONENTS (ALL THOSE EXCEPT THE PASSENGER VEHICLE GARAGES 50 co ®II INSTALL THROUGH FIRST FLOOR SHOE. PANEL INSTALLED IN HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED L ® ACCORDANCE WITH TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE 10 o ® NAILING SCHEDULE 16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED m (TABLE 3.1, WCFM 2015 " NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE__j 24 O.C. LOAD REQUIREMENT. WITH STORAGE 20 o C) HIGH WIND EDITION) g. APPLIES TO ATTICE SPACES NOT MEETING THE REQUIREMENTS ROOMS OTHER THAN SLEEPING ROOMS 40 ® 8d NAIL AT 6" O.C. ON w CONVENTIONAL CEILING FOR STORAGE PER JOISTS A DTNOTE b. E SECTION R8 2.10.6E SECTION 2FORR 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 N ALL ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION STAIRS 40 CONTAINING A RECTANGLE 42 INCHES (1067mm) HIGH OR GREATER 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 MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS MET: � �• o EXTERIOR C 0 R N E R FRAMING 1. THE ATTIC AREA IS ACCESSIBLE BY A PULL — DOWN STAIRWAY • 3 SCALE: N.T.S. OR FRAMED OPENING IN ACCORDANCE WITH sECTION 807.1:AND Simpson Strong — Tie 2.12E TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN HDU h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING ROOMS. NON (TABLE 4 WFCM 2015 HIGH WIND EDITION) The design of this structure is based upon prescriptive approach using the10 ' "°�`'� ( TABLE 2 WFCM 2015 HIGH WIND EDITION SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT Wood Frame Construction Manual (WFCM) 2015 130 MPH COPYRIGHT 2015 SBC 0 G UPLIFT, LATERAL & SHEAR O DS published by The American Forest and Paper Association. Non- Structural lements G E N E R A L N 0 T E S: ���*!cr NAILING SCHEDULE are based upon the INTERNATIONAL RESIDENTIAL CODE 2015. = 4, MAX. ANCHOR BOLT SPACING (INCHES) ANCHOR BOLT CONNECTION FOUNDATION NOTES 1,2,3,4 1. All works shall be performed in accordance with all state, Es .• �1 RESISTING SUPPORTING For the Climatic and Geographical Design Criteria, see Table R301.2(1) on municipal, local zoning and building codes and ordinances 4 N NUMBER OF NAILS NAIL SPACING having p jurisdiction and best standards of construction N ?:;^. IL JOINT DESCRIPTION s/8' ANCHOR BOLTS 3s sheet no. 1 COMMON NAILS 1 - FLOOR g LATERAL AND SHEAR LOADS 2 - FLOORS 5/8" ANCHOR BOLTS 2s All non engineered lumber to be Douglas Fir#2 or better practice. .�µ - "�� .� RAFTER TO TOP PLATE TOE-NAILED 4-8d PER RAFTER Wind Limitations-Section R301.2.1 1. PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3. The American Institute of Architects Conditions Shall apply �` � •e,, "�� �' �' Design Criteria-Section R301.2.1.1. (See Table R301.2.(4)A for Wind-Born Debris to all work performed on this project. .. 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANDCHOR BOLT SPACING SHALL NOT EXCEED THE Protection Fastening Schedule For Wood Structural Panels 2. The Contractor shall verify all conditions at the site. Any x v CEILING JOIST TO TOP PLATE TOE-NAILED 4-8d PER JOIST LESSER OF THE TABULATED. g Panels) must be brought to the attention the Architect ry 3. FOR THREE SECOND GUST WIND SPEEDS GREATER THAN 130 MPH, pgoe rcec 9-16d EACH LAP 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 0 COLLAR TIE TO RAFTER FACE-NAILED 6-8d PER TIE Sanitation-Section R306 equipment incorporated in the work will be new, and that all work _ 2-8d EACH END 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 Glazing-Section R308 of one year form the date of the final Certificate of Occupancy. 1,- 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 v TOP PLATE TO TOP PLATE FACE-NAILED 2-16d (SEE NOTE 1) PER FOOT Ramps-Section 8311.6 the work in accordance with the construction documents. The TOP PLATE AT INTERSECTION FACE-NAILED 4-16d JOINTS - EACH SIDE Stairwa Section R311.7 Architect shall not be responsible for the acts or omission by C/)Handrail-Section R311.7.8 the contractor No changes shall be made in the documents w STUD TO STUD FACE-NAILED 2-16d 24' O.C. Guards-Section R312 and/or the building as designed without the expressed written 0 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 Foam plastic-Section R316 insurance coverage statutory policies Worker TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16d PER 2X4 STUD Flame Spread and Smoke-Section R315 g y Compensation, etc.) and general liability in an mount not cn � 3-16d PER 2X6 STUD Insulation-Section R316 less than $ 5 million and automobile liability and damage 0 4-16d PER 2X8 STUD Dwelling Unit Separation-Section 8317 Moisture Vapor Retarders-Section R318 coverage not less than $ 2 million. The Architect shall be in N FACE-NAILED 2-16d (SEE NOTE 1,2)1 PER FOOT Protection Against Decay-Section R317 named insured on any and all policies. > Protection Against Termites-Section R318 6. Provide 0.025" of a meatal shield, other than aluminium, over fibrous FLOOR FRAMING Site Address-Section R319 insulation at all 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 TOE-NAILED 9. All bathroom without operable windows to be mechanically ventilated 3-16d EACH BLOCK Foundation-Chapter 4 9. er New York State Code. Design based upon presumptive load bearing values of sandy gravel and or gravel p 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 per square foot. Contractor to consult Arcitect if different soil materials are designed air-temperature of 0 degrees F. and 15 MPH wind. 3-8d PER JOIST 11. All electrical work to be in accordance to the rules and JOIST ON LEDGER TO BEAM TOE-NAILED found upon excavation, regulation of N.Y.B.F.U. and a N.Y.B.F.U. certificate is or test hole, for alternative footing and foundation wall design. g 3-16d PER JOIST 9 g BAND JOIST TOJOIST END-NAILED to be presented to the Owner at the completion of the job. r BAND JOIST TO SILL OR TOP PLATE TOE-NAILED 3-16d PER JOIST Foundation Notes: 12. Plumbing Installation to comply with State and Local codes O 5/8" Ancor Bolts (SSTB-28) See chart on this sheet for spacing and the sewage disposal system to meet Health Department standards. �J ROOF SHEATHING - 8" poured concrete foundation wall, 8'-0" high, 3000 # test 13. Do not scale drawings. Use figure dimensions only. 07 N 8d 6" EDGE 6" FIELD Minimum depth-Section 403.1.4, 48' minimum coverage to top of footing 14. All work to conform to the rules and regulations of the New York STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP TO 16" OC / " Energy Conversation Construction Code. All glazed area to be double 8d 6" EDGE 6" FIELD 16 x8 poured concrete wall footings, 3000# test glazed and all exterior door to have insulated cores. GABLE ENDWALL RAKE OR RAKE TRUSS W/O GABLE OVERHANG / 2-1 3/4"x11 7/8" Microlom Girder (or 3 1/2"01 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 GABLE ENDWALL RAKE OR RAKE TRUSS W STRUCTURAL OUTLOOKERS / Damp proofing at exterior foundation below grade-Section R406 16. These drawings and specification are instruments of service and >> Q GABLE ENDWALL RAKE OR RAKE TRUSS W1 LOOKOUT BLOCKS 8d 4" EDGE / 4" FIELD 30'x30"x12" deep poured concrete column footings, 3000# test shall remain the property of the Architect whether the project for > 0 CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT which they made is executed or not. They may not be used CEILING SHEATING Deck and porch flootings as noted, 3000# test, 48" minimum buried depth on any other project except by written authorization of the Architect. ( 1 5d COOLERS 7" EDGE / 10" FIELD 17. Architect has not been retained for site supervision, on-site lJ GYPSUM WALLBOARD Foundation wall to extend a minimum 8" above finished grade inspection and certifications as required or requested by the Owner, Q WALL SHEATHING All footing to be carried down to undisturbed soil contractor or local building department. 8d 6" EDGE 12" FIELD No footing shall be set higher than a 30 degree angle from any other footing STRUCTURAL PANELS STUDS SPACED UP TO 16" OC / Pour no concrete on frozen ground or in freezing water. O Provide 3 1/2' steel lally columns. 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 CC braced to prevent damage by the backfill (Section R404.1.7.) USE SIMPSON STRONG-TIE CONNECTORS G Floors - WFCM Prescriptive Method. FOLLOW PRODUCT SELECTION GUIDE AND Floor framing shall be nailed in accordance with Table 2 WFCM HIGH WIND EDITION. INSTALLATION MANUAL FOR HIGH WIND RESISTANT GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD Draftstopping - Section R502.12 CONSTRUCTION CATALOG C-HW02 Q W Fireblocking - Section R502.13. z Q ANCHOR BOLTS IN FOUNDATION USE: LI.I Floor Construction: SSTB28 WITH BEARING PLATE, SEE FOUNDATION Simpson Strong-Tie (I, 3/4" plywood subfloor, fasten per Table 3.1 WFCM. NOTES FOR SPACING U210 2X6 Q Floor joists: see Foundation and Floor Plans, spacing as noted. Li. ' Fasten per Table 3.1 WFCM. SILL PLATE TO RIM JOIST USE: AT EACH RAFTER 0 UJ UJ 2-2x6 ACQ sill with termite shield and sill seal. LTP4 16" O.C. AT EXTERIOR PERIMETER Q Li Finish floors per agreement. AND GARAGE/HOUSE COMMON WALL 4-10d x 1 1/2" FLOOR SHEATHING Wall construction - WFCM Prescriptive Method. USE ;4)-8d NAILS AT EACH END Wallframing and finishing shall be nailed and or screwed in accordance with GARAGE STUD GARAGE SILL PLATE USE: STRUCTURAL PANELS WFCM, Table 2 and Section 4 SSP CONNECTOR AT 16" O.C. NOTE' 1' OR LESS 8d 6" EDGE / 12" FIELD overhangs'as noted. USE (4)-8d NAILS AT EACH END ATTACH LEDGER TO FRAMING GREATER THAN 1" 10d 6" EDGE / 6" FIELD Vinyl vented soffits. RIM JOIST TO STUD CONNECTION USE: MEMBER WITH 2-1/2" X 5" LAG Alluminum gutters and leaders. Siding: see Elevations. Tyvek housewrap. MTS 36, 16' , O.C. BOLTS AT 16" ON CENTER 1/2" plywood sheeting, see fastening schedule, Table 3.1, 3.9 WFCM. USE (4)-8d NAILS AT EACH END 2x4x Studs 0 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. USE (4)-8d NAILS AT EACH END 5/8"Type X GWB in garage. (2) layers J" GWB at fire partition Simpson Strong-Tie Tle O 1/2" MR GWB in wet areas RAFTER TO STUD CONNECTION USE: p g 0 At least one window in each sleeping room shall comply with the exit reqirements MTS 36, EACH ROOF RAFTER 0210 2X6 F- of 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 figure R 602.6(2) for non - bearing walls. H7 EACH ROOF RAFTER 4-10d X 1 1/2" 0Follow exterior corner framing detail figure R602.10.5 DECK POST TO CONCRETE CONNECTION USE: Roof assemblies - WFCM Prescriptive Method (WFCM table 2) Asphalt strip shingles PBS44A FOR EACH POST shall have minimum of six (6) fasteners per shingle (section R905.2.5) z Underlayment application (Section R905.2.7.)nailing see table 3.8 DECK POST TO GIRDER CONNECTION USE: SIMPSON For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- PC44- FOR EACH POST < SIMPSON H-8 USE W/ONLY j" ANCHOR BOLT (14") percent slope), o 5- 8D TO STUD ONE SILL BP-3 PLATE up to four (4) units vertical twelve (12) units horizontal (33 -percent slope ), GIRDER TO DECK JOIST CONNECTION USE: Simpson Strong-Tie 4- 8D TO PLATE PLATE IN MTS12 ® EACH JOIST U210 2X6 (EVERY STUD) STUD TOS 7" MINIMUM EMBEDMENT underlayment ., (SEE ANCHOR SCHEDULE, shall be two (2) lyers applied in the following manner. Apply A 19-inch (483)strip PORCH POST TO DECK USE: Jc ATTACH T of PS720 (ALIGN WITH JOIST BELOW) �. 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 , hold in place. PORCH POST TO GIRDER USE: PS720 4-J Cn SIMPSON Starting at the eave , apply 36- inch wide (914 mm( sheets of underlayment, PORCH ROOF RAFTER TO GIRDER USE: HDU overlapping H2.5A AT EACH ROOF RAFTER " (14) SDS Y4" X 3" WOOD SCREWS successive sheets 19 inches (483mm), and fstened sufficiently to hold in place. 4-10d X 1 1/2" ;�. 7 MIN EMBEDMENT For roof slopes of four 4 units vertical in 12 units. °° (SEE FOUNDATION PLANS A-3.1 AND p ( ) ( ) TYPICAL P 0 R C H Z DECK LEDGE R Ice Protection Section 8905.1.2 •° E r CONNECTIONS e °�° A-3.2 FOR LOCATION ( ) e' ' (MINIMUM DOUBLE STUD) Underlayment in High wind (Section R905.1.1) O c•o' •D •�° 1, • SIMSON STFf►NG - TIE Flashing (Section R905.2.8) STU Y2 BEARING PLATE ° e' '° n n Chimney and firespaces - Chapter 10 � A o c ° Ip e 1 1/4 COII. STRAP - 16 O.C. Energy Efficiency - Chapter 11, see attached report DOUBLE 2X MIN. e . o D i n ° >' D .'° •• ' a •,1' a Mechanical - Chapter 12 0 •e•s p. =e • Q. ala �• p ,e USE 4-8D NAILS @ EACH STUD, General Mechanical System - Chapter 13 FOR HEADER OR Heaitng and cooling equipment - Chapter 14 BEAM e • o D o D D u u a a °•°d4 fl a ° Exhaust Sustem - Chapter 15 �1' ;e, p,e, '°•• °° Duct System - Chapter 16 "� Z e? '° D. ° Io. ° Da °• - DOUBLE TOP PLATE MTS30 ROOF RAFTERS Combustion Air - Chapter 17 Simpson Strong-Tie v • C • fie •°„ a Chimneys and Vents - Chapter 18 AC4 4 4 •• ,.44 ° SSP Plumbing - Part VII AT EACH POST a �.: SEE PLAN u 1 3/4" ]MUM ° �.°, •,'% e _• _ ° CO Flood Zone - 301.2.4 w EDGE DISTANCE • 44 9' D FLOOR TO FLOOR n, •'D °•° o HE/DER LSTA21 Simpson Strong-Tie •` _. �/ V CONNECTION KIIIS STUDS CS20 19" COILED Y2" THREADED ROD I co STRAP. MIN 12" REQUIRED FOR STU 1/2 JA OC STUDS OVERLAP AT EACH CZ L SIMPSON STRONG - TIE STUD o 1 1 /4" COIL STRAP - 2"MINIMUM CNW NUT COUPLER o 16" O.C. USE 4-8D SIDECOVER `V ° NAILS AT EACH STUD ° MIN OVERLAP IS 12" ®` .y MIN EDGE JACK 0 SILL •• DISTANCE* RT2.5 e - SIMPSON STRONG-TIE '-•�- = . H8 OR 1 1/4" COILLIESTHD8 �o. •+ 1 a } ` 1i:1:Q�;�•?Qb�;' o • MIN EDGE SHEET N0. '' '� �'s� ' DISTANCE* STOCK FLOOR TO FLOOR Simpson Strong-Tie WRAP UNDER SILL PLATE AT EACH ROOFAFTER USE _ TYPICAL STRAPPING FOR AB *NOTE: SEE MANUFACTURERS CONNECTIONS- AT EACH POST FOOTING MINIMUM DISTANCE CHART FOR FRAMED OPENING EXTERIOR WALL INSTALLATION MIN. OVERLAP IS 12 SILL PLATE TO RIM JOIST AND NAILS AT EACH END, CANTILEVER CONDITION- RIM 0 N D I TI 0 N STUD TO ROOF RAFTER » RIM JOIST TO STUD CONNECTION CONNECTION 12 MIN OVERLAP PER WALL TO FOUNDATION CONNECTION PORCH COLUMN CONNECTIONS COMPONENT