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HomeMy WebLinkAbout41351-Z ®�OSUFF�I'�c©G Town of Southold 9/2/2017 0 P.O.Box 1179 53095 Main Rd asayo� �o� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39194 Date: 9/2/2017 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 7285 Great Peconic Bay Blvd, Laurel SCTM#: 473889 Sec/Block/Lot: 126.40-1.5 Subdivision: Filed Map No. Lot No. - conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/2/2017 pursuant to which Building Permit No. 41351 dated 2/8/2017 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: alterations and additions, including covered front entry, rear deck and rear screened porch, as applied for. The certificate is issued to Caldwell,Kim&Bernstein,Mara of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 17-45777 8/30/2017 PLUMBERS CERTIFICATION DATED 8/30/2017 C4ris Rivera Othod Signature guo��c TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • SOUTHOLD, NY 0 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#: 41351 Date: 2/8/2017 Permission is hereby granted to: Caldwell, Kim 6 Gildersleeve St Merrick, NY 11566 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 7285 Great Peconic Bay Blvd, Laurel SCTM # 473889 Sec/Block/Lot# 126.-10-1.5 Pursuant to application dated 2/2/2017 and approved by the Building Inspector. To expire on 8/10/2018. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $516.40 CO -ADDITION TO DWELLING $50.00 Total: $566.40 Bbinagnspector 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 e 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 / Date. ��I New Construction: Old or Pre- sting Building: (check one) Location of Property: s House No. gtreet U Hamlet Owner or Owners of Property: �_, lo , Suffolk County Tax Map No 1000,Section Block v Lot ` `S Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ 5D Applican ignature Certificate of Compliance CERTIFIED"ELECTRICAL INSPECTIONS, INC. _- - 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631') 598-5610 . .................................:...................................................................................................................................................................................................... - CERTIFIES THAT Upon-the application of Upon premises owned by G&S Electric Caldwell Residence PO Box,.21`5, 7285 Great Peconic Bay-Blvd = Southold, NY 11791 Laurel, NY 11948 Located at: 7285 Great Peconic Bay Blvd , Laurel, NY 11948 Application Number#: 17-45777 Certificate#: 17=45777 Electrical License#: 578-ME Section: 126 Block: 10 Lot: 1.5 Building Permit#: 41351 Described-as is Residential occupancy, wherein the premises'electrical system-consisting of electrical devices and wiring, described below, located in/on the premises at: Living Room/ Kitchen /Great Room/Sun Porch/Air Conditioning A.visual inspection•of the'premises electrical system, limited to electrical devices,and wiring to,'. the extent detailed herein, was conducted in accordance with the requirements of the applicable code/or,standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith' on the 30th day of August 2017 ' Name QTY _. Exhaust Hood -20 Amp, 120V 1 ' Duplex Receptacle'- 15 Amp, 120V` 12 "Switch-- 15 Amp, 120V 14 .,AC Blower- 15 Amp, 220V 2 _ -Dishwasher Circuit'- 20 Amp, 120V 1 Range"Circuit-,40 Amp, 220V 1 Dimmer- 15 Amp 120V 3 -GFI Receptacle - 15 Amp, 120 V 5 Electrical Inspector:.Anthony Giordano IRC�U-'V , APPROVED:o SEP 1 1 -2017- IMDINGPI P'!' s certificate is not valid unless raised seal is present. Certificate of Compliance .............................................................. ....................... ......... ....... CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 ..................... .. .. ............................................................................................................................................................................................. CERTIFIES THAT Upon the application of Upon premises owned by G&S Electric Caldwell Residence PO Box 215 7285 Great Peconic Bay Blvd Southold, NY 11791 Laurel, NY 11948 Located at: 7285 Great Peconic Bay Blvd , Laurel , NY 11948 Application Number#: 17-45777 Certificate M 17-45777 Electrical License #: 578-ME Section: 126 Block: 10 Lot: 1.5 Building Permit M 41351 Name QTY AC Condenser- 20 Amp, 220V 2 GFI Circuit Breaker- 20 Amp, 120V 3 Incand. Fixture - 15 Amp, 120V 23 Electrical Inspector: Anthony Giordano .................. APP !0= This certificate is not valid unless raised seal is present. D [EC[ED'VC D SEP 1 1 2M7 0 BUMDING DM. TOWN OF SOUTHOLD 09/02/2008 03:23 6312088411 BERTSAND PLUMBING PAGE 01/01 Town ttall,53095 Main Road a 'Prix(631)765.9502 P U.,Rnx 1179 .L y"70� �� Telephone(631)765.1.302 Sowhold, Now York 11.971-0910 BUILDING DrPARTMENT D TOWN or ,90UT OLD AUG 3 1 2017 BTJII.I3I1 G DEPM CERTII+ICAT' 10N TOWN OF s®1IJT1f oLD Buildi.lig Pern1.i.1•No, owner: �� --- (Plcasc print) Plumber; _��i� „/�r.G�, —��^_• , ()� ace print) 1 certify 1.11,11 the Solcter used in the%wiICr supply ;:ystcnl cOgtan)r less than 2/10 oC 1% Icacl. Sworn 11,1 ht•(C)1'e 1111 tl'll;; 30 BRIAN A GERAGHTY^ Notary Public,State of New Notory F,�ulali�_., 5_c� b_w� C'eunt�- No.01GE6334556 Qualified in Suffolk County Commission Expires Dec.21,20 19 SOF SO// hod olo cou y O TOWN OF SOUTHOLD BUILDING.DEPT. 765-1802 INSPECTION [ /FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH), [ ELECTRICAL (FINAL REMARKS: 191 ✓' -DATE INSPECTOR l� �t �pf SOUjy �o� Olo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] F UNDATION 1ST [ ] ROUGH PLEIG. [vfFOUNDATION 2ND [ ] INSULATION [ �RAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [Y_ LECTRICAL (FINAL) REMARKS: bmol-ocIm FI YA! S+YVO I N �� ,Y DATE Z Y� INSPECTOR 1 51 OP SOUIyo H O coum i TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [VI/ROUGH PLEIG. [ ] FOUNDATION 2ND [INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F RE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECT ICAL (FINAL) REMARKS: i w �1 Gtr O.V,�vtmvn 'FV t� SAo UADATE a INSPECTORA. / Of SOUTyolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE �' INSPECTOR I L 500-1 OF SO[/jyo h� �O coul 1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] I SULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: vV - wow�. o r c� DATE; Y INSPECTOR pE 50U1y H O i 0 m,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINALS [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Wi.� Lgm� V-/ I ffl 5qry `W✓ m v o �' Q,V) DATE INSPECTOR i ,"M �1 c� IMFAIII moo t • - jj .. (AWAi Lm, M". F�IMWAMMWWA MEMO y I I • u 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 �i Survey www.northfork.net/Southold/ PERMIT NO. 413,51 "L� Check Septic Form N.Y.S.D.E.C. Trustees Examined ,20 Contact: Approved ,20� Mail c Disapproved a/c { Phone: J Expiration ,20 Builds ector DDDAPPLICATION FOR BUILDING PERMIT FEB 2 2017 Date- INSTRUCTIONS LD ROcufte G$PphlUa pEPT.�be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of pfa� nto 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 o pplicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises /21/d 2.4 7 e.-.N x1ei�,a> s / ,o, �`01 ,,ez_ . (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: House Number Street Hamlet County Tax Map No. 1000 Section Lot Subdivision Filed,Map No. Lot (Name) 2. State existing use and occupancy of premises and intend3eo use and occupancy of proposed construction: a. Existing use and occupancy e±i '-'1'i b. Intended use and occupancy A- 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition i,-- Other Work (Description) 4. Estimated Cost `��,.o�� 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 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front !'�{ i .__, " : Rear -` Depth `f/ Height Number of Storids 8. Dimensions of entire new construction: Front 0 Rear / Depth 3� Height Number of Stories / 9. Size of lot: Front / so Rear J-717- C3 Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated :o``ie) 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO y' 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO , .. e c•� r�y 9 —7;t.2 14. Names of Owner of premises/l�n_/t �r� Address ��asIidn"e7vo. 3 Name of Architect Address Phone No 3/•7A 7- ;k, Name of Contractor 7 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 �'s i being duly sworn, deposes and says that(s)he is the applicant (Name of individ al signing contract) above named, (S)He is the lL /- (C ntractor,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 day of 20 L k5l A NotaryPublic Si ature of Applicant CONNIE D. 18UNCH Notary Public,State of New York No.01BU6185050 Qualified in Suffolk County � '\ Commission Expires April 14,2D� Scott A. Russell SUPERVISOR 0��f MANA(G IEMUENT SOUTHOLD TOWN HALL-P.O.Box 117953095 Main Road-SOUTHOLD,NEWYORK 11971 Town ofSouthold CH_IA]PTER 236 - STORMWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT) Yes No --- (CHECK ALL THAT APPLY) ❑[]-YC_­Clearing, grubbing, grading or stripping of land which affects more han 5,000 square feet of ground surface. ❑['B. tExcavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑aC. Site preparation on slopes which exceed 10 feet vertical rise to 0 feet of horizontal distance. ❑ . Site preparation within 100 feet of wetlands, beach, bluff or coastal �E. Sitie sion hazard area. t ❑ preparation within the one-hundred-year floodplain as depicted n. FIRM Map of any watercourse.. i F1F. 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 Departm-eniwiili-your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) - S.C.T 1VI. #: 1 BIn Date /_ D6tnct NAME / /f is /;e �f /y e ct ��15� t' �J - �' :G' Section Block Lot - :`:'` FOR BUILDItiG DEPARTN-1ENT USE ONLY Contact lnformat,orr Reviewed By_ Date_ Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — — Approved for procebsing Building Permit. ,a 8S �►""� ay Z_ Stormwater Management Control Plan Not Required. Gl 'P� ❑ Stormwater P✓tanagernen( Cviitrvl Pia i, iS RCqu,r ed. (Forward to Engineering Department for Review.) FORM ' SMCP-TOS MAY 2014 pF SD(/l�,or 0 Town Hall Annexg Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Gr0 er.rich a n o Southold,NY 11971-0959 �� ® �O MAR 3 1 2017 BUa DING DEPARTMENT' TOWN OF SOUTHOLD BUILDING DEPT. APPLICATION FOR ELECTRICAL INSPECTION TO NN OF SOUTHOLD REQUESTED BY: Date: o Company Name: S ,Ir L.9 Name: jZ. Vft�t2.t t� License No.: Address: , O. /�o� a /�' SOU7-�I�Gf,) '1 ?� Phone No.. JOBSITE INFORMATION: (Indicates required information) *Name: q Z- td�'L L *Address: 7a ��' �'�G�•►✓�� ��y iii � L� yrl,��C� - *Cross Street: *Phone No.: j Permit NG.: 7 S Block:Tax Map DistrictX000 SectionLot___L S' *BRItF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *is job ready for inspection: Y S! Np Rough in Final *Do-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 A Al 82=Request for Inspection Form / 1 BRA Y Q VENUE D W E L L I N G / = v</ELL It•1 5ubdlvlslon - VeCt. One of Property of George RsA� Yom' y Tuthill 3 Others —_, CP oy oformerly oteMop No 86Rooch e L o 0 �'— —O Q I z / z y izEQZ 5 /9 056 '20"E. 5.20 000 bO "E I 399. 42' L ze•1 EL X ,R EL=28 1 25.58 GUbI)J LINK FEMCE i o i�5+ { I EL= 28.3 O 13 s� $ TEST HOLE C' y uL —(c pl 'cC7Fb�-+l. / \A O G� Do, n I r,� G \ hAIaITGZj / d BROWN \ C\ p LOAMY O It ------------- h \ Fes\ / - O. AND 25' O J• O O�q 9�` \\ ` �o� ' Area = 6/4 85 s. _� \z 3u� � �'J �/ \ PALE �. TD "o / B R-0 W N TO O TD TEST HOLE � 1j /d S, COARSE rJpr'rnl Flo �o ��cyi 1 1 N�/ .o ry. b ` �O SAND a 1 \� �¢�Jt:Wa--� \ \QO IT O $LDG O/N , 6 \Q 5ucns 5. 20 04'50 "E. ,o°� r 354. 6 ' �J - R=25 00 , N 29012,50„1 23 �" �- b N L_39 27 5- 96.88 25 R/ght of W y 1 STONE I)t2IVE�W.&Y `r- Z9 z `1 C EL- rGi 1�SG� X K K X K X K X X % X X X X X X K K X �' �r —< g8.97�� N.20004 50 "W, ', EL =20 O �f 204'23 / GUAI M LI N k FEMCE 0 IN • w / - N 29012 '50 rz L�LOl� DWELLING LEL=28` �E`y'p�l 0R OW r tormer/y Wi/l/om 8 / th .Finn DWELLING J,1 r�,er y now ERe n f The Estate e •w o o �_ — `�9z� " Nons picc,one o_'� s_ o \a� IV�chol os — -- ��� / 0 o� \ � REVISIONS YOUNG 8c YOUNG V.29012'Sp W 6� Q, ": ° NOTE MONUMENT FOUND 6- STAKE SET FEB.9, 1996 400 OSTRANDER AVENUE, RIVERHEAD, NEW YORK HEALTH DEPARTMENT-DATA FOR APPROVAL TO CONSTRUCT ALDEN W YOUNG HOWARD W.YOUNG *-NEAREST WATER MAIN—MI ± -3650URCE OF WATER PRIVATE_PUBLIC— PROFESSIONAL ENGINEER AND LAND SURVEYOR ik SUFF CO.TAX MAP DISTI000 SECTION 126 BLOCK 10 LOT WsLAND SURVEYOR, N.Y S LIC. NO, 12845 N.Y.S. LIC. NO.A5893 *THERE ARE NO DWELLINGS WITHIN 100 FEET OF THIS PROPERTY SURVEY FOR: OTHER THAN THOSE SHOWN HEREON. *THE WATER SUPPLY AND SEWAGE DISPOSAL SYSTEM FOR THIS RESIDENCE UNAUTHORIZED ALTERATION OR ADDITION 70 GEORGE KRAESEL 8 CAROL KRAEB�, WILL CONFORM TO THE STANDARDS OF THE SUFFOLK COUNTY DEPARTMENT 720 SURVEY ISA VIOLATION STA OF SECTION 7209 OF THE NEW YORK STATE EDUCATION OF HEALTH SERVICES - - LAW APPLICANT ' COPIES OF THIS SURVEY MAP NOT BEARING ADDRESS THE LAND SURVEYOR'S INKED SEAL OR TO EMBOSSED BE A VALIDSEAL LT SHALLRUE NOT BE CONSIDERED PY AT LAUREL 1 TEL. T .� GUARANTEESINDICATEO HEREON SHALL RUN TOWN OF ' ONLY TO THE PERSON FOR WHOM THE ITLIO/C`O/ D J V 11 L � _ SURVEY IS PREPARED,AND ON HIS BEHALF a TO THE TITLE COMPANY, GOVERNMENTAL T„ENCY AND LENDING INSTITUTION LISTED ON,AND TUT OE GUARANj'`ASSIGNiZES OF THE ARE SUFFOLK CO., N.Y. E3 c�, 45 LENDING =,7;a •(: AOF WELL(W),SEPTIC TANK(ST)9CESSPOOLS(CP)SHOWN HEREON NOT TRANSFERABLE TO ADDITIONAL SCALE- DATE: q INSTITUTIONS OR SUBSEQUENT OWNERS, 4O APRIL 12, 199- TION t�ARE FTf:,�M FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. - ' r l - - I ELECTI1ICA L �. 1INSPECTION (REQUIREDIre ��� ��o..• • ` o �9 AP R VEDAS NOTED DATE:; //��BY:B.P.# ARCHITECT v FEE: a PROPOSED GABLE ROOF OVER NOTIFY BUILDING DEPART "TFRONT ENTRY 765-1802 8 AM TO 4 PM FOR THE 12 MATCH FOLLOWING INSPECTIONS: REVISI D E S C R I P T 1 0 N 8" X 8" COLUMNS AS EXISTING 1. FOUNDATION - TWO REQUIRED 12 SELECTED PER OWNER 6" V GROVE 2. FOR ROUGH POURED CO &NCTE BIND 8/29/16 e BEAD BOARD 3. INSULATION 1/11/17 4. FINAL - CONSTRUCTION MUST BE COMPLETE Fr-19 C.O. ® ® ® ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE:CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. 2852 2852 2852 TEMP GL 3070 TEMP GL 2852 LE 852 COMPLY WITH ALL CODES OF EGRESS EGRESS EGRESS RESS NEW & TOWN AS EOUIR DTATE AND CONDITIOONS OF ,�9�9!�n m�hlN 7RA E F R O N T E L E V A T I O N OCCUPANCY OR P F`uRsUr5N aRf �cH�IF R R 2��F � SCALE:1/4" - 1'-0" USE IS UNLAWFUL OF THE Td�ti' CODE• WITHOUT CERTIF;CATE OF OCCUPANCY PLUMBER CERTIFICATION ON LEAD CONTENT RE ;t;,;E CERTIFICATE OF OGC'' >/�".';Y SOLDER USED It" !1,/A TEIr q Z 0 BUPPLYS''r' I r==,'V; G/"PavGT O EXCEED 211 o 19� L E'4 D. W Q PUIMBING," C) ALL PLUMBING WASTE z W o S &WATER LINES NEED o �■ � TESTIaG BEFO��.COVERING-"•.. — f� - W o � rr i W 2032 � 2032 2032 2032 f ,n L1J "SC's' F 6 611 UW 0 z � oD U W rE REAR E L E V A T I O N 0- -1 2 SCALE: 1/4" = 1'-0" U a r Charles M . Thomas 12 6 a r c h i t e c t PO BOX 817 JAMESPORT, NY 11947 (631) 727-7993 PROJECT L2032] F=7 LL-J _ FEl � m m ELEVATIONS DATE: 9/8/16 PROJECT No. DRAWING BY. F. SOLIS E R I G H T SIDE E L V A T I ON ( E '� LEFT SIDE ELEVATI 0 N CHK BY. DWG No. I 6 SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" W- oo� -DU 1 OF 3 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, 1 EXISTING ROOF CONSTRUCTION � `� od TYPICAL ROOF CONSTRUCTION o EXISTING MAIN ROOF RAFTERS TO REMAIN ASPHALT SHINGLE ROOFING OVER 15# ROOF FELT ON 1/2" CDX PLYWOOD SHEATHING. ,f ARCHITECT 2"X8" ROOF RAFTERS 0 16" O.C. TYPICAL WALL CONSTRUCTION 6 2 Ria - TYPICREVI D E S C R I PT I ONAL CEILING 9/8/14 CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2" CD X NEW 2"x8" INTERIOR " " PLYWOOD SHEATHING ON 2"X4" WD. STUDS ® 16" O.C. ROOF RAFTERS ,�NEW 2"x8„ 2 X 8 CEILING JOISTS ® 16 O.C. R-15 INSULATION R 38 INSULATION C. J. 10/8/14 EXISTING CEILIN (3) 11 ML FLUSH 1/11/17 EXISTING HEADER CONSTRUCTION EXISTING HEADER MATCH "�• EXISTING WALL F 0 Y E R DINING CONSTRUCTION ' Y ICAL FLOOR CONSTRUCTION CATHEDRAL � "X10' FLOOR JOISTS 0 16"O.C. NEW 2" X 10" MATCH EXIST. CEILING �. r. ' BLUESTONE OVER SLAB 3 PLYWOOD SUBF /LOOR W/MIN. R-19 BATT. INSULATIE ON F.J. (MATCH FINISHED FIN. FL. C r. W/3/1-- / 1„ 2'•x6" ACQ ILL PILATE XISTING) 4" POURED CONCRETE SLAB TERMITE SH ELD 1/2' DIA. NCHOR2 BOLTS OVER 6 MIL. POLYETHLENE EXISTING DECK 030"-0" o c. _ VAPOR BARRIER ON WELL CONSTRUCTION COMPACTED POROUS FILL EXISTING F.J. NEW TECO EACH JOIST CRAWL 8 P.C. FOUNDATION WALL SPACE 8" P.C. FOUNDATION WALL W/(2) #5 BARS TOP & BOTTOM ON 8"x16" P.C. FOOTING EXISTING ON(8>x6"BP.CS FOOTINGBOTTOM W/(2) #5 BARS CONTINUOUS A, 4" POURED CONCRETE SLAB CELLAR — — — — — — — — — — W/(2) #5 BARS CONTINUOUS (FOOTING ON VIRGIN SOIL) OVER 6 MIL. POLYETHLENE - - - - - - - - - - (FOOTING ON VIRGIN SOIL) VAPOR BARRIER ON WELL COMPACTED POROUS FILL __ __ __ 7 7 1__ __ LIQUID MEMBRANE: EXISTING FO DATION WALLS f 7 1 �� �� 7 7 7-I o WATERPROOFING COVE EXISTING CELLAR SLAB TO REMAIN 1 OVER FOOTING (-TYP) TO REMAIN 14'-2" 3 I—( 2X12 ACQ jIRDER I— I iN � J I I I ILfiJ I I I L � � I I I I I I I I I I I I NEW I � - - - - - - - - - - - ---� I I 8" POUREDCONCRETE FOUNDATIONWALL FOOTING. 8"X16 POURED CONCRETE ( I 6"SET NEW BELOW EXISTING NGCH SLAB FLOOR I I I I ELEVATION I I I I I (PITCH FROM HOUSE) QI I I I l aI I I I I I IZ o I II I I I IXC 1 1 1 1 1 1 1 Iw ('s Q � N UNEXCAVTED w CROSS O S S S E C T I O N z Q > 4" POURED CONCRETE SLAB I I I I I `� I I I I I I I Im — _ ANCHOR AND BOND TO EXISTING OVER 6 MIL. POLYETHLENE I 0 1 z O WITH #5 REBARS ®12" O.C. VERTICAL I I VAPOR BARRIER ON WELL I I I I I I I I I I I to SCALE: 1/4" = 1'-0" O \ (TYPICAL) I I COMPACTED POROUS FILL I I I I I I I I I I I I I co 12'-5" O > j LL —L —i— 2X12 CO LE GER D rr Ld � � z J Q EXISTING POURED CONCRETE FOUNDATION WALL o O W � a U W X C EIL LIAR z z N ® O z � p � � 0 U w J LLQ EXISTING GIRDER - � - - - T 0 - _ -7) III J NEW INFILL FRAME EXISTING QIII Q — —— I STAIR OPENING cr cV—i II I N O u- d I 0 J~ aalll Noel I� s 0 1 a-0111 Z \ ul 0. ��III �alll xin 0)L., cQ® I j� co w w -0 --� 04 � w a w o �J (3) 2"X10" F.J. Z ® O z� O= r7 MACH EXISTING ,., -F--- EXISTING POURED CONCRETE - - -1- N III III M IM ?o FOUNDATION WALL w U—REMOVE W a III a III N I I I EXISTIS G III 1 -$" 3'-0" STAIRIII I I ANCHOR AND BOND TO EXISTI� ACCES I I I WITH #5 REBARS ©12" O.C. V TICAL �TROVIDE O SPACEA III (TYPICAL) III - III III NEW III 00 EXISTING POURED CONCRETE III 0 oZ CRAWL III I ,3 R �, I Charles M . Thomas FOUNDATION WALL ��, SPACE N a r c h i t e c t 4" POURED CONCRETE SLAB d--E PO BOX 877 JAMESPORT,-� NY 11941 631 127-7993 OVER 6 MIL. POLYETHLENE 8" POURED CONCRETE FOUNDATION VAPOR BARRIER ON WELL WALL ON 8"X16" POURED CONCRETE COMPACTED POROUS FILL FOOTING MIN 36" BELLOW GRADE. - - 9 - - PROJECT ADJUST FOUNDATION ACCORDINGLY T 2 MATCH EXISTING FOUNDATION WALL 3 ELEVATION (TYPICAL) EXISTING POURED CONCRETE FOUNDATION WALL FOUNDATION PLAN CROSS SECTION DATE: 7/14/16 PROJECT No. DRAWING BY. CHK BY. r DWG No. 19-FOO21-0 2OF3 P F 0 U N D A T 1 0 N P L A N 2 SCALE: 1/4" = 1'-0" 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 WHIOLE 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. A N� 7 ARqtAT 4-FE 61'-0" 2 REVI S D E S C R I 14'-2" 3 16'-0" 1/11/17 W c� 0 Of 0 0 io 2"X8" R.R. 2"X8" R.R. 12'_5" 0 0 16" OC. �' Oc. WOOD S C R IEE N �DECK P 0 C H 1� 2"X8" C.J. ® 16" OC. 7" I 1„ 3'_1111 5'-6$ 8'-5$ I 3'-9 5'-6" " �---- o�i �o 2032 2 32 2032 FWG 1 061 FWG 0611 20 2 (2 HDR ---- \yam-- - (2) 9 �' ML HDR / (2) 9 Y2" ML HD C14 L - _ o \LF W/ (2) Y2"P RTES ATL FLITCH 8'-1" o I o N r---- 0 MASTER BATH ;� P� ALTERATION W I �z L - J ao MASTER o �i i I ¢� J iii // L I V I N G Q - BEDROOM mcnw�l 1 1 3-s" 1 K0 I N I N G ` '/ ow _ -_ _: _5' °" - - W bi w ISI I l LL E- 7 FEL 1J� o --- I I \\ ®® I ITCH E F-N_ z_ u LINE OF EXISTING WALLS r--- - - - -L - - - - TO BE REMOVED 1 zLINE OF PROPOSED 00 1 INTERIOR RIDGE ® LL o�0 111 T- L X I 1 OU1 n N m N z III PREP W [__ ._j L OK X Z III IF -1 e FW— I z �6� Q 0'W� c0� � '` > LL 1 Q "Y-- 'o I 2'-4" I = WO I I � - - � -1 p I I EXISTING UPPER RIDGE TO REMAIN I o - - - - - - rr C-4 04 LINE OF EXISTING WALLS z� I I I �-- ''� TO BE REMOVED z I I I BATH ,/ I I W 0 41208 PD 2668 PDW (3) 11 7/6ML FLUSH III - ----I L 8._21.. I I I DN W REMOVE { 3'-g 2 U L EXISTING I o 10' STAIRS I I I TO BASEMENT I U N D R REMOVE 6'r4'I I Q EXISTIN� 9 w W i R 0 0 M D I DOOR co 0 � LINE IOF N 00 �i - O DN EXISTING O _J REMOVE � 0 Y E� R "' -ij l FOUNDATI EXISTING mo -- N oo ' WALL BEDROOM (� W DOOR o / \ I BELOW n 3'-0" 3'-0" Z rr -- ---- ------ -- -------- LL O w 147 of 282 2852 TEMP5 GL = /TEMP L 30 0 TEMP GL\ = TEMP GL J W 9'-97" x 2"X8" .R. 2"X8" R.R_�IX 9 -98" $ N I 0 16" OC. 0 16' OC. w r 2 � E X I S T I N G LINE OF EXISTING PORCH 2 C A RLREMOVE EXISTING BRICK — — — — — — — J TO REMAIN 4'-0" N GARAGE VENEER. NEW SHINGLE SIDING TO MATCH 8" X 8" COLUMNS AS PROPOSED GABLE ROOF OVER SELECTED PER OWNER I o FRONT ENTRY BEDROOM I I 28'_0" 4'-6" 9'-0" 4'-6" Charles M . Thomas a r c h i 6'-6" 9'-0" 6'-6" t e c t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 22'-0" 28'-0" 18'-0" 4'-0" 72'-0„ PROJECT P FI RST FLOOR PLAN FLOOR PLAN SCALE: 1/4" = 1'-0" DATE: 7/14/16 PROJECT No. DRAWING BY. CHK BY. DWG No. 3OF3 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. TOP PLATE FRAMING TO ACCOMADATE TABLE R 301.7 of-= ---. CORNER AND PARTITION POSTS ALLOWABLE DEFLECTION OF STRUCRURAL MEMBERS , & r PIPING — R 6 0 2. 7. 2 STUCTURAL MEMBER ALLOWABLE � �, � �� •�, RAFTERS AND CEILING DEFLECTION JOISTS OR APPROVED �► ROOF TRUSS TOP PLATES RAFTERS W/ GREATER L/1 80 SLOPES THAN 8 W/NO TOP PLATES &" F �o FINISHED CEILING SECOND STORY TOP PLATE- TABLE 3.1 WW MM ATTACHED TO RAFTERS TOP PLATE SEE DRILLING AND GYPSM BOARD INSTALC����IN STUD INTERIOR WALLS AND H/180 JOIST IS PERMITTED TO NOTCHING PROVISIONS 16d NAIL AT 24 O.C. ACCORDANCE WITH PARTITIONS BE CUT OR NOTCHED FLOORS AND PLASTERED L/360 STUD � BORED HOLE MAX CEILINGS FLOOR JOIST- BETWEEN THESE LIMITS WALL STUD- DIAMETER 60% ALL OTHER STRUCTURAL L/240 BORED HOLE MAX z SEE DRILLING AND SEE DRILLING AND MEMEBERS BOTTOM PLATE NOTCHING PROVISIONS NOTCHING PROVISIONS OF STUD DEPTH DIAMETER 40% - 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 EXT. WALLS W/ PLASTER OR H/iso OF STUD DEPTH o STUCCO FINISHE � / d NAIL AT 6" O.C. NSTALLED IN ACCORDANCE / EXT. WALLS-WIND LOADS L/240 5/8 MIN. TO EDGE a ALL PANEL EDGES) WITH WFCM TABLE 3.1 WITH BRITTLE(b) FINISHES T 8d NAIL AT 12" O.C. ON ALL EXT, WALLS-WIND LOADS L/240 TP5/8" 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 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 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 GYPSM BOARD INSTALLED IN deflection limits herein. AND 3.3.1.4 BRIDGING �ALL NAIL AT 6 O.C. ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES SHALL NOT BE LOCATED IN THE SAME IF HOLE IS BETWEEN 40% AND 60% o ) BE LOCATED IN THE SAME b. For cantilever memebers, L shall be taken as twice the len ht CROSS SECTION OF CUT OR OF STUD DEPTH, THEN STUD MUST BE BEARING PANEL EDGES g 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 paneles 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 cn CUT INTO STUD - glass or sandwich panels, the total load deflection shall not LAP JOIST 3 IN. MIN. z � BAND JOIST BOTTOM PLATE FOR FIRE BLOCKING exceed L/60. For sandwich panels used in roofs or walls of o WOOD STRUCTURAL PANEL sunroom additions or patio covers, the total load deflection shall in N OR BLOCKING U- .' 16d NAIL AT 24" O.C. IWTHAWFCMLLED I TBLE03.1 WFCM 2015 SBC HIGH WIND EDITION not exceed L/,2D TABLE R 301.2.2.2.1 WFCM 2015 SBC HIGH WIND EDITIONLiSILL PLATE JOIST SECTION 3.4.3.1 .1 FIGURE 3.313 WALL BRACING ADJUSTMENT FACTORS BY ROOFCRAWL SPACE Ctf ° 8d NAIL AT 6" O.C. ON ALL COVERING DEAD LOAD SECTION 3.4.2.1 .1 FIGURE 3.3 A OR BASEMENT SUBFLOOR FRAMING MEMB,�RS AT PANEL NOTCHING AND BORED HOLE LIMITATIONS NOTCHING AND BORED HOLE LIMITATIONS MONOLITHIC EDGES AND 12 O.C. ON ALL ROOF/CEILING ROOF/CEILING FOUNDATION ° F UNDATIONRADE (b) INSIDE CORNER DETAIL PANEL EDGESBERS NOT AT FOR INTERIOR NONBEARING WALLS DEAD LOAD DEAD LOAD FOR EXTERIOR WALLS AND BEARING WALLS WALL SUPPORTING 15 psf or less 25 psf PLATFORM FRAMING INTERMEDIATE BALLOON FRAMINGNOTCHING AND BORED HOLE LIMITATIONS ROOF ONLY 1.0 1.2 EXTERIOR CORNER FRAMING- FOR EXTERIOR BEARING AND INTERIOR 2x4 CONTINUOUS BEARING WALL \ p� ROOF PLUS ONE STORY 1.0 1.1 LATERAL BRACE AT 6' O.C. � NON— BEARING WALLS: R602.6 �� J CX �2� FOR SI: 1 POUND PER SQUARE FOOT = 0.49 kN/M(2) Uj Or TYPICAL WALL, FLOOR & ROOF FRAMING JOISTS a. LINEAR INTERPOLATION SHALL BE PERMITTED W WIND—BORNE DEBRIS PROTECTION FASTENING SCHEDULE 2-10d NAILS V) (� � W FOR WOOD STRUCTURAL PANELS ROOF FRAMING DOUBLE TOP PLATE TRUSS OR CEILING JOIST 0 W F A S T E N E R S P A C I N G inches SEE STUD TO RAFTER z FASTENER SPAN 4 FEET 6 FEET SECTION A-A C PPLE TUD oR STUD TO STUD DETAIL GABLE END TRUSS CAL < 4 FEET < PANEL SPAN < PANEL SPAN BLOCKING T PINEC Q TYPE - ENDWALL ROQU RED RS Q <_ 6 FEET < 8 FEET 1/2' SPACINGfto A A O AVOWS 10-8d � NO. 8 WOOD SCREW " " HOLDDOWN ' NAILS ANCHOR WITH 2" EMBEDMENT 16 10 8 INSTALLATIONF HEADER STUDS -----FULL LENGTH O J 5d COOLER NAILS AT 10 O.C. LENGHT DOUBLE A A WA STUDS I— "UD MIN.) CORNER STUD NOTE: 2"x4" BLOCK NAILED TO EACH AT HA DWARE ° CONNECTED TO BLOCKING UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILS z NO. 10 WOOD SCREW 16" 12" 9" HOLDDOWN ° o TRANSFER SHEAR --' AT EACH END OF HEADER AND ANCHOR WITH 2" EMBEDMENT (HDU) ° N UP AT BOTTOM OF HEADER STUDS IN GYPSUM BOARD LENGHT ° NOTE: SIMILAR CO EC R ADDITION TO CONNECTORS AT 5d COOLER NAILS AT 7" O.C. W ° ° CONNECTION AT R UIR WALL STUDS AND AT TOP AND z ° 2-16d COMMON FOUNDATION. BOTTOM OF CRIPPLES 20 GAUGE STRAP/ 0 W 1/4" LAG SCREW BASED ANCHOR 16" 16" 16" SIDE WALL END WALL° NAILS AT 6' O.C. FLOOR BRACING AT END BAYS TYPICAL FRAMING AND UPLIFT 10-8d NAILS Uj ITH 2" (n A Q LENG T EMBEDMENT I I ( WFCM FIGURE 36 CONNECTIONS FOR OPENINGS I Q W SUBFLOOR 8d NAIL L AT 4 O.C. ENDWALL STUDS a. THIS TABLE BASED ON 180 MPH WIND SPEEDS ANDA 33 FOOT MEAN ROOF HEIGHT. I 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 Of 0 12" MAX. ( WFCM FIGURE 11 ) 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. TOP PLATE U w d. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USINGJ PROVIDE RAFTER TO RIDGE TENSION STRAP VIBRATION-RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT H NO CEILING CENTER 2x BLOCKING RIDGE HANGERS IF ° H/2 BUT NEED OT DIAPHRAGM USE 8-8d COMMON NAI S LESS THAN 1,500 POUNDS. ° _ 1 H/ BUT NEED NOT REQUIRED ON SHEATHING JOINT RAFTER TAILS ARE NOT EACH END OF 1-1/4 o WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) o ° ° EXC ED 15 FT. AX. EXCEED 40 FT. MA . 1,15/32 WOOD STRUCTURAL PANELS STRAPPED TO TOP 20 GAUGE STRAP N HOLDDOWN ° CORNER STUD ON GABLE FACE AND ON WALL BELOW PLATE OF WALL BELOW g z (HDU) ° ° CONNECTED TO BASED ON SHEARWALL REQUIREMENTS Q ROOF RAFTER o a ° TRANSFER SHEAR FOUNDATION CLEARANCE FROM SLOPES GABLE ENDWALL, BALLOON FRAMING 20 GA. STRAP- STUDL( N. PREFERRED METHOD °° z WIDE MIN. AT HARDWARE ° RAFTER Q V_i 4 8d NAIL AT 12" O.C. ON W/(8) 8d NAILS HOLD DOWN ALL FRAMING MEMBERS EACH SIDE BRACKETS AT SHEAR WALL CORNERS, NOT AT PANEL EDGES WINDOW AND DOOR OPENINGS: GYPSUM BOARD Z W (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM /-16d NAIL AT RIDGE BEAM M FLOOR TO FLOOR PHD5 24" O.C. RIDGE TENSION STRAP DETAIL CZ TABLE R301 . 5 NOTES CONNECTION ° N 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 M O.C. (ALL PANEL b. APPPLIED TO ATTIC SPACES MEETING THE REQUIREMENTS IN TAB L E R ,301 . 5-AREA HOLDEDGES DOWN USED / LENGTH NUMBER OF CAPACITY OF HOLDDO NS NOTES SECITRON R802.4.1 FOR CONVENTIONAL CEILING JOISTS AND "" NAILS ) SECTION R802.10.7 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 S I m son Strong — Tie INSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO +-+ pRAFTER TO STUD SIMPSON H-7 ANCHOR 4-Bd TO RAFTER 985 LB PER EVERY RAFTER OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION MINIMUM UNIFORMLY DISTRIBUTED LOADS ( PSI ) 8-8d TO STUD CONNECTION NAILING SCHEDULE (TABLE 3.1, 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 A) OUTSIDE CORNER DETAIL TRUSS. FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT LIVE LOAD CONNECTION BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD USE �- 3 ROOF RAFTER RIDGE DETAIL_ STUD TO SILL PLATE SIMPSON H-8 5-8d TO STUD 745 LB EVERY STUD REQUIREMENTS. C1 4-Sd TO PLATE GYPSUM BOARD U INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE a 8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD ORA 300 POUND Cn NOTES: SIMPSON STRONG TIE HDU 6" OE WALL .C. (ALL CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE EXTERIOR BALCONIES 40 w 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 A DALOG PANEL INCHES,SINWHICHEVERGLE PRODUCESED THEAD GREAT RNSTRE ANY DIRECTION AT CONSTRUCTION, SSTD 10-99) TABLE 305 F1 FOR EAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND EDGES) ANY POINT ALONG THE TOPU TABLE' 3.2 FOR FOUNDATION CONNECTIONS. NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. eDECKS 40 . SEE SECTION R502.2. FOR DECKS ATTACHED TO EXTERIOR NAIL PENETRATION INTO FRAMING IS ACHIEVED. WA WOOD STRUCTURAL GUARD f. GPASSENGER VEHICLE GARAGES 50 SII * INSTALL THROUGH FIRST FLOOR SHOE. PANEL INSTALLED IN UARD IN — FILL COMPONENTS (ALL THOSE EXCEPT THE HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED `v ®I 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 �I (TABLE 3.1, WCFM 2015 __j 24" O.C. LNOT OAD BE ASSUMEDT.O ACT CONCURRENTLY WITH ANY OTHER LIVE ATTICS WITH STORAGE 20 0 ® HIGH WIND EDITION) o g. APPLIES TO ATTICE SPACES NOT MEETING THE REQUIREMENTS a �I z ROOMS OTHER THAN SLEEPING ROOMS qQ FOR STORAGE PER FOOTNOTE b. SEE SECTION R802.4.2 FOR ® 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 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 C 0 R N E R BRACING DETAIL TOP THE BOTTOM CHORD AND BOTTOM ANY OTHER TRUSS I MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS MET: � EXTERIOR CORNER FRAMING 1. THE ATTIC AREA SACCESSIBLE BY A U 0 ORFRAMEDOPENINGIN ACCORDANCE WITH 0STAIRWAY D o 3 SCALE: N.T.S. 2. THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN Simpson Strong — Tie 2:12. HDU h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING ROOMS. TABLE 4 WFCM 2015 HIGH WIND EDITION) g p prescriptive approach using the The design of this structure is based upon 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 CONNECTIONS RESISTING UPLIFT LATERAL & SHEAR LOADS published by The American Forest and Paper Association. Non- Structural lements G E N E R A L N 0 T E S: `'� •P.. _�� NAILING SCHEDULE MAX. ANCHOR BOLT SPACING (INCHES) are based upon the INTERNATIONAL RESIDENTIAL CODE 2015. ANCHOR BOLT CONNECTION FOUNDATION NOTES 1,2,3,4 1. All works shall be performed In accordance with all state, NUMBER OF NAILS RESISTING SUPPORTING For the Climatic and Geographical Desi n Criteria, see Table R301.2 1 on g O municipal, local zoning and building codes and ordinances •� k c NAIL SPACING having jurisdiction and best standards of construction c G JOINT DESCRIPTION Ll COMMON NAILS 1 - FLOOR 5/8" ANCHOR BOLTS 3s All enon engineered lumber to be Douglas Fir#2 or better practice. , LATERAL AND SHEAR LOADS 2 - FLOORS 5/8" ANCHOR BOLTS 26 RAFTER TO TOP PLATE TOE-NAILED 4-8d PER RAFTER 1. PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3. Wind Limitations-Section R301.2.1 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANDCHOR BOLT SPACING SHALL NOT EXCEED THE Design Criteria-Section R301.2.1.1. See Table R301.2. 4 A for Wind-Born Debris The American Institute of Architects Conditions shall apply g ( ( ) to all work performed on this project. Protection Fastening Schedule For Wood Structural Panels) \'d CEILING JOIST TO TOP PLATE TOE-NAILED 2. The Contractor shall verify all conditions at the site. Any 4-8d PER JOIST LESSER OF THE TABULATED. >- 3. FOR THREE SECOND GUST WIND SPEEDS GREATER THAN 130 MPH, CEILING JOIST TO PARALLEL RAFTER FACE-NAILED discrepancies must be brought to the attention of the Architect Live Load-Section R301.5 prior to commencement of construction. The Contractor shall be 9-16d EACH LAP Light and Ventilation-Section R303 responsible for corrections not reported once he has started work 9-16d EACH LAP g Minimum Room Area-Section R304 except for hidden job conditions. Ceilingz COLLAR TIE TO RAFTER FACE-NAILED 6-8d PER TIE CEILING JOIST OVER PARTITIONS FACE-NAI Height-Section R305 3. Contractor shall guarantee to the Owner that all materials and o Sanitation-Section R306 equipment incorporated in the work will be new, and that all work _ BLOCKING TO RAFTER TOE-NAILED 2-8d EACH END Toilet Bath and Shower Space-Section R307 will be of good quality, free from faults and defects for a period Glazing-Section R308 of one year form the date of the final Certificate of Occupancy. (- TRIM BOARD TO RAFTER END-NAILED 2-16d EACH END Garages and Carports-Section R309 4. The Architect shall not be responsible for the construction means, Emergency Escape and Rescue Opening-Section R310 methcd, 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 2-16d (SEE NOTE 1) PER FOOT Landing-Section R311.3 shall not be responsible for the contractors failure to carr out TOP PLATE TO TOP PLATE FACE-NAILED Romps-Section R311.6 y v P the work in accordance with the construction documents. The TOP PLATE AT INTERSECTION FACE-NAILED 4-16d JOINTS - EACH SIDE Stairway-Section R311.7 Architect shall not be responsible for the acts or omission by Ln Handrail-Section R311.7.8 the contractor No changes shall be made in the documents w 2-16d 24O.C. Guards-Section R312 STUD TO STUD FACE-NAILED ' and/or the building as designed without the expressed written o Smoke Alarms-Section R314 consent of the Architect. HEADER TO HEADER (FACE-NAILED) Carbon 16d 16" O.C. ALONG EDGES Monoxide Alarms - R315 5. The contractor and all subcontractors shall maintain continuous Foam plastic-Section R316 insurance coverage statutory policies (Worker 2-16d PER 2X4 STUD Flame Spread and Smoke-Section R315 Compensation, etc.) and general liability in an mount not TOP OR BOTTOM PLATE TO STUD (END-NAILED) 3_16d PER 2X6 STUD Insulation-Section R316 less tnan $ 5 million and automobile liab" z 4-16d PER 2X8 STUD Dwelling Unit Separation-Section R317 ility and damage o Moisture Vapor Retarders-Section R318 coverage not less than S 2 million. The Architect shall be FACE-NAILED 2-16d (SEE NOTE 1,2) PER FOOT Protection Against Decay-Section R317 named insured on any and all policies. > N Protection Against Termites-Section R318 6. Provide 0.025" of a meatal shield, other than aluminiumover fibrous W FLOOR FRAMING Site Address-Section R319 insulation at all perimeter sills. , JOIST TO SILL TOP PLATE TO GIRDER (TOE-NAILED) 4-8d PER JOIST Accessibilit Section R320 7. All wood in contact with concrete or masonry to be Wolmanized Elevators and Platform lifts -Section R323 or pressure creosoted. BRIDGING TO JOIST TOE-NAILED 2-8d EACH END Flood Resistant Construction-Section R324 8. A single station smoke detector alarm device shall be installed in each bedroom, on all floors and shall be all interconnected per code. BLOCKING TO SILL OR TOP PLATE TOE-NAILED 3-16d EACH BLOCK Foundation-Chapter 4 9. All bathroom without operable windows to be mechanically ventilated LEDGER STRIP TO BEAM FACE-NAILED 3-16d EACH JOIST Design based upon presumptive load bearing values of sandy gravel and or gravel as per New York State Code. 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-NAILED found upon excavation, 11. All electrical work to be in accordance to the rules and BAND JOIST TOJOIST END-NAILED 3-16d PER JOIST or test hole, for alternative footing and foundation wall design. regulction 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. /'1 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 codesf- 5/8" Ancor Bolts (SSTB-28) See chart on this sheet for spacing and the sewage disposal system to meet Health Department standards. O w ROOF SHEATHING 8" poured concrete foundation wall, 8'-0" high, 3000 # test 13. Do not scale drawings. Use figure dimensions only. ^I STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP TO 16" OC 8d 6" EDGE / 6" FIELD Minimum depth-Section 403.1.4, 48' minimum coverage to top of footing 14. Al work to conform to the rules and regulations of the New York U) Ld ` v Energy Conversation Construction Code. All lazed area to be double 16"x8" poured concrete wall footings, 3000# test glazed and all exterior door to have insulated cores. 8d 6" EDGE 6" FIELD 2-1 3/4"x11 7/8" Microlam Girder (or 3 1/2"x11 7/8" Power Beam) glazed The insulation protection as indicated on these plans exceeds W GABLE ENDWALL RAKE OR RAKE TRUSS W 0 GABLE OVERHANG 4" poured concrete floor slab with 6x6x 10 mesh and vapor barrier z GABLE ENDWALL RAKE OR RAKE TRUSS W STRUCTURAL OUTLOOKERS 8d 6" EDGE / 6" FIELD P # P the Code's minimum standards. /'� Damp proofing at exterior foundation below grade-Section R406 16. These drawings and specification are instruments of service andTL 8d 4" EDGE 4" FIELD j GABLE ENDWALL RAKE OR RAKE TRUSS W LOOKOUT BLOCKS / 30 x30 x12 deep poured concrete column footings, 3000# test shall remain the property of the Architect whether the project for > CEILING SHEATING O CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT which they made is executed or not. They may not be used Deck and porch flootings as noted, 3000# test, 48" minimum buried depth on ary other project except by written authorization of the Architect. Qr 1 GYPSUM WALLBOARD 5d COOLERS 7" EDGE 10" FIELD 17. A,chitect has not been retained for site supervision, on-site U / 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. STRUCTURAL PANELS STUDS SPACED UP TO 16" OC 8d 6 / " FIELD No footing shall be set higher than a 30 degree angle from any other footing Pour no concrete on frozen ground or in freezing water. O Provide 3 1/2' steel lolly columns. -J EDGE 12 Backfill shall not be placed against the wall until the wall has sufficientQ UPLIFT - CONTINUOUS PATH CONNECTORS strength and has been anchored to the floor above, or has been sufficiently C braced to prevent damage by the backfill (Section R404.1.7.) USE SIMPSON STRONG-TIE CONNECTORS L Floors - WFCM Prescriptive Method. FOLLOW PRODUCT SELECTION GUIDE AND 5d COOLERS 7 EDGE 10" FIELD Floor framing shall be nailed in accordance with Table 2 WFCM HIGH WIND EDITION. INSTALLATION MANUAL FOR HIGH WIND RESISTANT W Draftstopping - Section R502.12 CONSTRUCTION CATALOG C-HW02 GYPSUM WALLBOARD Fireblocking - Section R502.13. ANCHOR BOLTS IN FOUNDATION USE: z Floor Construction: SST328 WITH BEARING PLATE SEE FOUNDATION Simpson Strong-Tie Lv 3/4" plywood subfloor, fasten per Table 3.1 WFCM. NOTES FOR SPACING Floor joists: see Foundation and Floor Plans, spacing as noted. U210 2X6 Q Iv. !I Fasten per Table 3.1 WFCM. SILL PLATE TO RIM JOIST USE: Q 2-2x6 ACQ sill with termite shield and sill seal. LTPt 16" O.C. AT EXTERIOR PERIMETER W AT EACH RAFTER Finish floors per agreement. ANC 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 GAFAGE 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'asrnoted. USE (4)-8d NAILS AT EACH ENO ATTACH LEDGER TO FRAMING GREATER THAN 1 lOd 6" EDGE 6 FIELD Vins. Alluminum guttervented s leaders. Siding: see Elevations. RIM JOIST TO STUD CONNECTION USE: MEMBER WITIH 2-1/2" X 5" LAG Tyvek housewrap. MTS 36, 16" O.C. 1/2" plywood sheating, see fastening schedule, Table 3.1, 3.9 WFCM. USE (4)-8d NAILS AT EACH END BOLTS AT 16 ON CENTER 2x4x Studs ® 16' o.c. with 2x4 shoe and double 2x4 plate FLODR TO FLOOR CONNECTION USE: 1/2" Gypsum wall board MS1A 36, 16" O.C. 5 8"T e X GWB in USE (4)-8d NAILS AT EACH ENO � yp garage. (2) layers � GWB at fire partition Simpson Strong-Tie O 1 2" MR GWB in wet areas RAFTER TO STUD CONNEC11ON USE: r At least one window in each sleeping room shall comply with the exit reqirements MTS 36, EACH ROOF RAFTER U210 2X6 F- O of section R310. USE 8 16d NAILS AT EACH END N 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 Z figure R 602.6(2) for non - bearing walls. H7 EACH ROOF RAFTER Q Follow exterior corner framing detail figure R602.10.5 4-10d x 1 1/2 () 7 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- PC�4 FOR EACH POST < J SIMPSON H-8 USE W/ONLY s " percent slope), o _J 5- 8D TO STUD ONE SILL ANCHOR BOLT (14 ) GIRDER TO DECK JOIST CONNECTION USE: Simpson Strong-Tie BP-3 PLATE up to four (4) units vertical twelve (12) units horizontal (33 -percent slope ), MT512 ® EACH JOIST 4- 8D TO PLATE PLATE IN 7" MINIMUM EMBEDMENT underlayment (EVERY STUD) STUD TOS shall be two (2) lyers applied in the following manner. Apply A 19-inch (483)strip U210 2X6 (SEE ANCHOR SCHEDULE, of POPCH (OST TO DECK USE: ) AT EACH DECK/PORCH JOIST ATTACH T ON DWGS A-3.1 AND A-3.2) PS-d20 ALIGN WITH JOIST BELOW ��- underlayment felt layers with and starting at the eaves , fastened sufficiently to -� SIMPSON hold in place. POFCH POST TO GIRDER USE: PS720 4l Startingat the eave apply 36- inch wide 914 mm sheets of underla POPCH ROOF RAFTER TO GIRDER USE: HDU overlapping PP y ( ( yment, H2.5A AT EACH ROOF RAFTER „ o� (14) SDS Y" 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. U :° •: ;� (SEE FOUNDATION PLANS A-3.1 AND TYPICAL PORCH DECK Ice Protection (Section R905.1.2) LEDGER- Alt a •° ., °4° A-3.2 FOR LOCATION) g ( ) CONNECTIONS °• • �' (MINIMUM DOUBLE STUD) Underiayment in High wind Section R905.1.1 'o• e.° ,° ° � SIMSON S1'FONG - TIE Flashing (Section R905.2.8) O e° A ', o '•ao�% '° , II �� » » Chimney and firespaces - Chapter 10 STU Y BEARING PLATE 4w o c c 1 1/4 COIL- STRAP - 16 O.C. Energy Efficiency - Chapter 11, see attached report • e° '• ul ° USE 4-8D NAILS ® EACH STUD Mechanical - Chapter 12 DOUBLE 2X MIN. •� ° °. • a Q' ��a �' . " . '° , General Mechanical System - Chapter 13 FOR HEADER OR a. �,L Heaitng and cooling equipment - Chapter 14 BEAM °6 c c ° d C. Gdd��ID ° a Exhaust Sustem - Chapter 15 ;°a n' n. ► °.. ° ° Duct System Chapter 16 " e"p ° Vi s° si'A .°• °.° d o DOUBLE TOP PLATE ROOF RAFTERS Combustion Air - Chapter 17 Simpson Strong-Tie :a/ a - Chimneys j - Chapter 18 ooa� SPlumb aPart AT EACH POST SEE PLAN°° ' •IMUM °1 3/4Flood Zone 301.2.4 • • ♦^ w EDGE DISTANCE •44 9' °° HEADER FLOOR TO FLOOR ° °• LSTA21 Simpson Strong-Tie KIfJG 'STUDS cs2o 1%" COILED " V CONNECTION Y2 THREADED ROD STRAP. MIN 12' REQUIRED FOR STU 1/2 JSTUDS OVERLAP AT EACH L °° SIMPSON STRONG - TIE A�K STUD 1 1/4" COIL STRAP - 2"MINIMUM CNW NUT COUPLER 16" O.C. USE 4-8D - SIDECOVER o (� NAILS AT EACH STUD ° >> \ MIN EDGE MIN OVERLAP IS 12 JACK FO SIL ° ®♦ a DISTANCE* a , SIMPSON STRONG-TIE RT2.5 . . •.�- - H8 OR 1 1/4COIL STHD8 '" °'' '`a :' ° MIN EDGE SHEET NO. STOCK FLOOR TO FLOOR Simpson Strong-Tie ' ' •' DISTANCE* WRAP UNDER SILL PLATE AT EACH ROOF TYPICAL STRAPPING FOR AB *NOTE: SEE MANUFACTURERS MIN. OVERLAP IS 12" RAFTER USE 8-16D FRAMED OPENING EXTERIOR WALL CONNECTIONS. AT EACH POST FOOTING MINIMUM DISTANCE CHART FOR SILL PLATE TO RIM JOIST AND NAILS AT EACH END, CANTILEVER CONDITION INSTALLATION STUD TO ROOF RAFTER 12 MIN OVERLAP PER WALL TO FOUNDATION CONNECTION PORCH COLUMN CONNECTIONS RIM JOIST TO STUD CONNECTION CONNECTION COMPONENT