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HomeMy WebLinkAbout34547-Z ' 1 FORM NO. 3 I 1 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town' Hall Southold, N.Y. , BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) - J PERMIT NO. 34547 Z Date MARCH 30, 2009 Permission is hereby granted to: JOHN C MERRILL PO BOX 1690 SOUTHOLD,NY 11971 for ADDITION & ALTERATION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. THIS PERMIT REPLACES BP 33349 . at- premises located at 3600 PINE NECK RD SOUTHOLD County Tax Map No.. 473889 Section 070 Block 0012 Lot -No. 004 pursuant to application dated MARCH 30, 2009 and approved by the Building Inspector to expire on SEPTEMBER 30, 2010 . . Fee $ 200 . 00 Z1, Authd'rized Signature ORIGINAL Rev. 5/8/02 SO�lyolo • �o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT P ETRATION REMARKS: DATE INSPECTOR FIELD INSPECTION REPORT DATE I. COMMENTS FOUNDATION(IST) ------------------------------------- FOUNDATION(2ND) z o ROUGH FRAMING& PLUMBING t� INSULATION PER N.Y. -- y STATE ENERGY CODE G f FINAL ✓` 1,1,9,tk �^ G!� ADDITIONAL COMMENTS O r ) m "p m n H l O Q z E� - y C H FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) �y5y� PERMIT NO. 33 Z Date AUGUST 24, 2007 Permission is hereby granted to: JOHN C MERRILL PO BOX 1690 SOUTHOLD,NY 11971 for ADDITION & ALTERATION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 3600 PINE NECK RD SOUTHOLD County Tax Map No. 473889 Section 070 Block 0012 Lot No. 004 pursuant to application dated AUGUST 21, 2007 and approved by the Building Inspector to expire on FEBRUARY 24, 2009 . Fee $ 200 . 00 Authorized Signature ORIGINAL Rev. 5/8/02 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT NOTICE OF DISAPPROVAL DATE: May 14, 2007 TO: J &M Merrill 3600 Pine Neck Road �w Southold,NY 11971 Please take notice that your application dated April 3, 2007 For a permit for addition & alteration to a single famil Awellin at Location of property: 3600 Pine Neck Roa/Soutold County Tax Map No. 1000 - Section 70 BLot 4 � r. Is returned herewith and disapproved on he following grounds: The construction to a nonconforming dwelling, on this non conforming lot, is not permitted pursuant to Article XXIII Section 280-122 which states: "Nothing in this article shall be deemed to prevent the remodeling, reconstruction or enlargement of a nonconforming building containing a conforming use,provided that such action does not create any new nonconformance or increase the degree of non- conformance with regard to the regulations pertaining to such buildings." The survey indicates the dwelling alteration to be at approx. 11',with a combined side yard setback of 21.8'. Pursuant to the ZBA's interpretation in Walz#5039, such alterations will thus constitute an increase in the degree of nonconformance. Pursuant to the Section 280-124 such buildings on lots less than 20,000 sq. ft. shall have a combined side yard setback of 25'. Authorized Signature I I I i d �-� ``-` ' -�-- - ------ - - ----�---_..-.yam- -�----1 IT III= Y ESTATE RAINCP. ER P,ESIDEPJCE FOL `•-`�_ DVY6 w• DwN eY D4Ts�•I•.�•ca Jo 26�?AO" s_. � N PINE NECK ROAD WIRES oVER LINE TIE= 340.4' FD P N 87 40' 00" E 100' FF COR. Fi COR. FD S 0.2' S 0.2' .5 CAI O W 1.0' i O 8' WOOD FCNCf ENO I �Q� FENCE O (6 0) NIF I coNc. sw II Vl M ^ I 1 D B' 2a_ 22.7 ^� r OOF OVER CON 4.0' / 11 w ' 24.0' CARACE ' !'V F 3 / STOTY WOOD H McDONAL.D I FRAME RES,\ ,J N// I F PEDDLE 1 49.25 CONC.,a (� CONC. = %6. CONC. STEPS a. �i � I � I zJ FD o `FE CORNE w°'o: 55' 20» W 87.85' FD N/F DOMAN Nj F ST�PE SURVEYED 12 JANUARY 1999 SCALE 1"=30' AREA= 14,435.124 SF TM 1000-070-12-04 ORS`+� 0.331 AC13ES SURREY OF DESCRIBED PROPER TY Sl TUA TE SOUTHOLD, TOWN OF SOUTHOLD ENERGY CODE CALCULATIONS CHAPTER:5 SECTION 501 Detached One and Two Family Design Criteria 5750 Degree Days (For Non-Electric Heat) Zone 11B For: Merr, Per: I ehhq l onie- � z70 l°he eck Qoa So Dated: 3 i o 7 V On SUBSYSTEM AREA DESIGN CODE . DESIGN CODE " 2T C U" UA UA Exterior Walls ,�q1 0. laic O 0.14 - e Z . 8 3 8Z,7 y Ceiling Roof .3 7 T o•o 3 0.031 /0- 3 2 /0, 6 G Floor Over Unheated Space 13 4 1� 0. O,J/ 0.05 �7. 2. O T 7 Z 0 Heated Slab On Grade 6.5 Unheated Slab On Grade 4.5 Basement Wall 0.1 Crawl Space Wall 0.06 NOTES: l v, c2 �o Construction shall comply with 502.1.1 moisture control and 502.1.4 air leakage Building Envelope Systems to meet requirements of Section 501 The mechanical systems and equipment including: HVAC Equipment, HVAC Systems,Duct Systems,Ventilation Systems and Insulation of Piping Systems to meet requirements of Section 503 Service Water Heating Systems &Equipment to meet requirements of Section 504 Electrical&Lighting Systems&Equipment to meet requirements of Section 505 �Af& 1 � To the best of my knowledge, belief, &professional judgement, . these plans are in compliance with:the code. -Z 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 it � '� 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 vSurvey www.northfork.net/Southold/ PERMIT NO. �� Check �J Septic Form S {� N.Y.S.D.E.C. Trustees Examined '20 Contact: Approved 120 Mail to: Disapproved a/c Phone: Expiration ,20 Building Inspector -3pplication -APPLICATION FOR BUILDING PERMIT Date � YJti7 �J 20&V INSTRUCTIONS a. MUST be 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 �-+ ��a * + th-R,;ildi„"Trig �"f Ma.��a,�thnri�P yin ri-tinrr tllP extension f the P -for-an propci ty ave vwn CnaCLvu lri i e inter., " p.. , , i 1 __b, x. loll o_ e permit- o--_.n - 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,ho ing code, and regulations, and to admit authorized inspectors on prl s"and in building for necessary inspections. - N-�- <11' (Signature pp 'cant or name,if a corporation) AUG oo r a. (Mailing address of applicant) State applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises n (A n 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 wil�be done: House Number Street Hamlet 1AAt11f!' �^t144! County Tax Map No. 1000 Section Block // — J�ni's�+15' 0 +`' 1`'"1" Subdivision Filed Map No. J(Name) _...---..._., 77 ri��r 0 ., ;o5� .:u`l.•.7 1)17 r- a 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy j�( IU ` b. Intended use and occupancy YQdyy/ ,fi0� 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Costs 5, OyU 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 `/0 `-/0 'Rear 70 �/O Depth o7 Height Number of Stories / Dimensions of same structure with alterations or additions: Front '70 /o Rear 70 =i0 Depth ag'-� " Height /� '- �` Number of Stories S. Dimensions of entire new construction: Front — Rear / Depth / 3 Height /3 Number of Stories / 9. Size of lot: Front f Ob / Rear 91-6 s / Depth 10. Date of Purchase Name 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-,X NO Will excess fill be removed from premises? YES NO X 14. Names of Owner of premises Address sOYMVLL� Phone No. (S Name of Architect " /` Address dAZ-- Phone No Name of Contractor ddress 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 ) J being duly sworn, deposes and says that(s)he is the applicant (Nab 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 10 day of 20 Notary Public f i6liature of Applicant LINDA& �1N C.) Notary Public, Stite'ol New*rk 948506 Qualified in Suffolk Count_�y / Commission Expires March 20., _0/ _ 1 0 . _—_..... Lo"—.. .. —�a-"—..._.._�. a'-o � c'-e• s-o s'.e••, a==" � a.-_ _' t ---_'_S—�-._-- _.--.�.cQ_-. . Tx . Lo -— Lo Gib KITCN ElI FD Id iLI 471F1 ml Irlx r •.°. I D N i woonA�`1ns _ _ Ge n dat 0— L Lor of N C4o � cE I ' ? " p" Ly _ Fl! 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Ir; ,!_,` �,�"i NEW Y'un,�;5 i ATE. U«�ERVIMERS CERTIFICA ►� o 4 File'L - C()11CTa;'!"TION tAUST REQUIRED ' EE C \�''�E. o'-, C.O. z ALL GOB v;": '. Tl iP SHALL MEET THE Q REQUIRE!`A�i ��"T!i' CODES OF NEW SOUTHOLD BUILDING DEPARTMENT CRITERIA w YORK STATE, NOT RESPONSIBLE FOR 1 OCCUPANCY CLASSIFICATION R-3 RESIDENTIAL-SECTION 310 BUILDING CODE N.Y.S. !� O DESIGN OR CONSTRUCTION ERRORS. USE DWELLING UNIT-SECTION 310-310.2 PL� � = 2 HEIGHT TOTAL 13'-7" FIRE AREA(so 395 SQ. FT.: 3 TYPE OF CONSTRUCTION WOOD FRAME CONSTRUCTION PLUMBER CER.TIFICATlnN 4 DESIGN CRITERIA PRESCRIPTIVE DESIGN- 1995 HIGH WIND EDITION WFCM ON LF_A rn�IT,�'n�T F 5 FRAMING ELEMENTS SEE FLOOR PLANS AND SECTIONS CEP T r=: 6 DESIGN LOAD CALCULATIONS SEE PG 6 Y 7 WINDOW AND DOOR SCHEDULE SEE PG 7 8 LOAD PATH SEE PG 3 9 NAILING SCHEDULE SEE PG 6 op o, EXCtCLI j 10 EGRESS SEE DOOR&WINDOW SCHEDULE LL O N co 11 PLUMBING RISER DIAGRAM WA 12 FIRE PROTECTION PLUS"�"" 13 TRUSS DESIGN DRAWINGS N/A O a�. 4, . ., _ 14 ENERGY CALCULATIONS SEE ATTACHED z ,r1k',a dEi JHECOVERING NEW CONSTRUCTION z o Of U � O 3:: I o � wll O U d M Z uj lu ALL Z_ U z Z wILLit � pto z w LIM � � o O LU z z Ilk, 1', © w Lu z 0 m NO 00 }-- r - Lo RIGHT SIDE ELEVATION o , ti 1/4" = 1 '-0" SCALE W v r W CD e- CO 1 N C) 11. 0 Z f` VERIFY EXISTING RO(OF PITCH; NEW ROOF TO MATCH EXISTING 1 3/4"X 9 1/2" LVL RIDGE < PITCHES AND FASCIA HEIGHTS PROV. LISP RS I G-R 21" M CONNECTOR _ CO 2- 1/2" C.B. @ I G"O.C. 12 ASPHALT ROOF NEPY (TYP. BOTH ENDS) 5 rV I.F. W/ 15 LB. FELT OVER ' 3/4 CDX PLYWOOD W/ sa k v, PROV, USP RT20 ICE*WEATHER SHEILD @ CONNECTOR(TYP.) PERIMETERS VALLEYS FASCIA AND VENTED @ a "X 8" C.J. /C.T. 16"O. 1 SOFFIT; FASCIA TO R-30 INSULATION MATCH EXISTING e32254-1 TOP PLATE HEIGHT TO 1/2" GYP. BOA 2- 1 3/4"X 7 1/2" LVL �QFESS TYP. ALL AREAS HEADER @ NEW WINDOWS ALIGN WITH EXISTING PLATES ' (q PROV. USP RS 16-R 12 � t) CONNECTOR(TYP. ALL 2"X G"STUD WALL @ I G"O.C. WINDOWS *EXT. DOORS) LU W/R 19 INSULATION AND ` 3/4"CDX PLYWD. SHEATHING > FAMILY ROOM z W/TYVEK HOUSE WRAP C V PROV. USP RS I G-G 3G" Z FINISHED FLOOR CONNECTOR(TYP.) _ 2"X 10" FLOOR JO15T5 3/4" PLYWOOD HEIGHTS TO ALIGN 2"X G" CCA SILL PLATE OVER @ I G"ON CENTER 5UBFL00R NEW WITH EXISTING TERMITE SHEILD OVER SILL SEAL O ' J PROVIDE USP STB I G LL R-19 INSULATION_ 5/5" DIAMETER ANCHOR BOLT W/ O 7" MIN. DEPTH @ 30 O.C. W/MIN. Z NEW FOOTINGS TO ALIGN WITH PROV. 4" POURED CONCRETE 3"X3"X 1/5"WASHER AT PLATE Q DEPTH OF EXISTING IFOOTINGS SLAB ON COMPACT FILL W 8" POURED CONCRETE 2 FOUNDATION WALL TO Q, 0 11-411 X I X C /1 POURED CONC.. FOOTING [►,_�1� W/2-#4 U13AR D0WEL5 BUILDING SECTION "All 114" = 1 '-O" SCALE 00 � N O M O � z z tu g 5� 17-4" PROVIDE FOUNDATION VENTS AS REQUIRED BY CODE w PROVIDE LISP PHD5 o 0 HOLDDOWN (TY'P. 2) t� HOLDDOWN ANCHORS AT — . . — — . — . ALL CORNERS THROUGHOUT z pi z Lu -; 4" P. CONC. SLAB ON f 5/8" ANCHOR BOLTS z @ 36 O.C. (TYPICAL) Q LL COMPACTED FILL I AS PER TABLE R-401.4.1 U Q N a to / DAMPROOF PERIMETER OF FOUNDATION WALL \Z / PROVIDE R-19 3 2 LALLY COLUMN BURIED IN INSULATION (TYP.) 8" P. CONC. FOUNDATION U O WALL W/ I'-4"X 81"d. FTG, z / I2'-0"X 2'-O"X P-O" POURED w Q w CONCRETE FOOTING(TYP. ALL) I "� I PROVIDE BEAM POCKET om z s-z• / IN FOUNDATION WALL. SIZE M \ o � wOAS REQUIRED y z 3- 2"X 10"GIRDER I I ENDS OW. ALL AREAS)) y . . T-_ _ ------------------ O lJ NEW POURED CONCRETE OUTLINE OF EXISTINGFOUNDATION WALL -; FOUNDATION WALLS *FOOTING 2_i i• �j IN PLACE OF EXISTING DAMAGED TO BE REMOVED � N PROV. EPDXIED#4 STEEL FOUNDATION +�SLAB a REBAR VERT. @ 12"O.G. INTO EX15T. FOUNDATION WALL CID DOUBLE FLOO, JOIST x AND NEW FOUND. WALL UNDER PARTITI,ONS `� ABUTTING (TYPICAL) O p / RUNNING PARALLEL EXISTING SLAB READ �O BE REMOVED Z t� \\ W d W d M T- CO C7 r- EXISTING FOUNDATION 0 Z WALLS, FOOTINGS SLABIqT TO REMAIN a Z r• Q � M EXI5TING GARAGE co TO REMAIN EX15TING 13A5EMENT TO REMAIN EXISTING GARAGE WALLS, FOOTINGS SLAB TO REMAIN EXISTING FIREPLACE ACHIMNEY FOOTINIG TO REMAIN U) w W F-- W U Z_ 0 0f NE�•. O EXISTING POURED O GONCRETESTOOP 5 �Nr,E r�49 1� u- � r'l * 0 Z a i W 1032254-1 MUNDATION PLAN 1 /4" = 1 '-0" SCALE u- rl- O N It O z uj z L (1) (L s O° 1 7-4" z Q o C I 0 _II o > U _ U r� - - 2"X G"STUD WALLS `r Q N C 2- 9 1/2" LVL HE DER5 WITH R-19 INSULATION ` M z N E ABOVE WINDO F oVE E OVE m 16 " ui c^ z ILI Q Lu Be = ui NEW WOOD FLOOR IN FAMILY ROOM o o m ADDITION TO MATCH VAULTED CEILING = N EXISTING OAK FLOORING cn ©` ui J r (.D 0 A<ECTION x N 0 SECTION E co 2"X I O" R.R. J w A U OO _ @ I G" Q.C. J X z Q I cV 2"X 8" C.T. IT u- p EXISTING 4"X 4" POST N - @ 16"O.C. z TO REMAIN; PROVIDE © - to O TEMPORARY SUPPORT OF N N N U O HEADERS * REPAIR FOOTINGS - PO5T TO -' Z = WHERE REQUIRED "' m RIDGE me w z LIN OF C.H. CHANGE - 2- 1 3/4"X 7 1/2" LVL HEADER Lu z O 2"X G"STUD WALLS _p• 3- 1 3/4"X 1 1 7/8" FLUSH HEADER FWG80GB AO NEW GLIDING DOOR [� WITH R-19 INSULATION END BEARING IN PLACE OF WINDOW O CLOSET G8 POSTS ` VERIFY HEIGHT OF EXISTING CEILING JOISTS; CEILING TO MATCH HEIGHT IN EXISTING DINING ROOM. IF NO JOISTS c0 ' w _' �� c� 4 EXISTING DINING ROOM EXIST, PROVIDE 2"X G" @ I G" 2 GS w U m') \?' 8'-O"C.H. tp Z '-O"C.H. p�' N OaFlIN15HED FLOOR IZ tiHEIGHTS TO ALIGN EXISTING KITCHEN r'w�asn i.RV. R-15 INSULATI 28 8 LIPTUP TQP PATCH MATCH EXISTING TO REMAIN W dIVIDING WALL FP C W Rq-0-) � WOOD FLOOR# NEW AREA; � � � SAND * POLY EXISTING (� T- PROVIDE I LAYER FLOOR AFFECTED BY CARRY 2" GYP5UM BOARD 5/5" DRYWALL ON CEILING >. TO ROOF RAFTERS ON AND I LAYER 5/5" DRYWALL CONSTRUCTION Z OC) 2GG8 INSIDE OF WALL ON WALLS GARAGE) � � O CLOSE IN EXISTING DOOR OPENING Z tom. EXISTING DROPPED Q o HEADER TO REMAIN r- EXISTING HOUSE M CC) z I TO REMAIN DO 8"dia. HB#G INTERIOR r' PERMACA5T COLUMN J W/CAP* BASE(TYP.) m EXISTING GARAGE w NEW DROPPED HEADER TO REMAIN g EXISTING LIVING ROOM 2- 2"X 10" EXISTING 8'-0" C.H. CLOSET -- i CUT BAC EXISTING , 'L STUD WA 15 FOR z LARGER PENING co EXISTING HALL * r ` x W Q 632254-1 ®� W © © © ESS1SJ .• Z ENTRY PORCH }••� O EXISTING O J EXISTING DOOR TO REMAIN 0 Q W \-6" dia. HB*G PERMACAST 2"X 2" BALUSTERS COLUMN W/CAP BASE AND CAP RAIL; USE (V O (TYPICAL ALL) "PREMIER" RAILING SYSTEM A = EXISTING POURED CONCRETE ('—) '1, ENTRY STOOP PORCH TO REMAIN f=1 RST FLOOR PLAN 1 /4" = 1 '-O" SCALE co rn co u- o N Lo 0 Z w z = g GENERAL CONSTRUCTION NOTES GENERAL FRAMING NOTES - NAILING SCHEDULE 1.The information on this set of construction documents is to relate basic design 1.All walls,2x4 and 2x6,to be stud grade or better 16"o/c. All other framing material TABLE 3.1, INCLUDING 3.3 AND 3.9 intent and framing details. They are intended as a construction aid,not a substitute to be#2 douglas fir or better. 1995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL for generally accepted good building practice and compliance with current New York JOINT DESCRIPTION NAIL QUALITY NAIL SPACING state building codes. The general contractor is responsible for providing standard 2.All wood framing in contact with concrete or masonry to be pressure treated. construction details and procedures to ensure a professionally finished,structurally ROOF FRAMING RAFTER TO TOP PLATE TOE NAILED 8'-0" WALL: 3-8d PER RAFTER sound,and weatherproof completed product. 3.Provide double floor joists under all walls parallel to floor joist span direction unless w a 10'-0" WALL: 4-8d PER RAFTER 1- OtherwiseSpeCified. w CEILING JOIST TO TOP PLATE TOE NAILED 8'-0" WALL: 3-8d PER JOIST ZZ - y 2.General Contractor to coordinate all sub contractors,scheduling of work,and 10'-0" WALL: 4-8d PER JOIST J O Q interaction between trades. 4. Provide x-bracing or solid blocking at a maximum of 8'-0"o/c for all dimensional CEILING JOIST TO PARALLEL RAFTER FACE NAILED SEE TABLE 3.7 EACH LAP lumber floor joists. CEILING JOIST LAPS OVER PARTITIONS FACE NAILED SEE TABLE 3.7 EACH LAP �I rO >_ COLLAR TIE TO RAFTER FACE NAILED SEE TABLE 3.4 PER TIE W - M 3.The general contractor is responsible for ensuring that all work and construction Z �r Z 5. Floor construction: d tongue an groove plywood subfloor. Finished material to be BLOCKING TO RAFTER TOE NAILED 2-8 d EACH END w Q' meets or exceeds current federal,State,and local codes,ordinances and regulations, g g Ph^� RIM BOARD TO RAFTER END NAILED 2-1 6 d EACH END etc. These codes are to be considered as part of the specifications for this building applied over subfloor. Glue and screw plywood decking to floor joists. M Z' and should be adhered to even if they are in variance with the plan. WALL FRAMING 6.All Window and door headers to be minimum(2)2X10 unless otherwise specified. TOP PLATE TO TOP PLATE FACE NAILED 2-16d PER FOOT 4.Dimensions shall take precedent over scale drawings(do not scale drawings). All interior headers to be(2)2x10 unless otherwise specified. TOP PLATES AT INTERSECTIONS FACE NAILED 4-1 6 d JOINTS - EACH SIDE Z to STUD TO STUD FACE NAILED 2-16d 24" O/C J W 5.The designer has not been engaged for construction supervision and assumes no 7. Provide full solid blocking under all bearing walls. HEADER TO HEADER FACE NAILED 16 d 16" O/C ALONG EDGES Q F' gp 9 g TOP OR BOTTOM PLATE TO STUD END NAILED 2-16d PER 2X4 STUD 01 N Qp m responsibility for construction coordinating with these plans,nor responsibility for 3-16d PER 2X6 STUD construction means,methods,techniques,sequences,or procedures,or for safety 8.All beams to have adequate bearing at each end or as specified. 4-16 d PER 2 X8 STUD precautions and programs in connection with the work. There are no warranties for a BOTTOM PLATE T FLOOR JOIST, specific use expressed or implied in the use of these plans. 9.All flush beam and joist intersections to have galvanized hangers. s A N D Jo Is T, END JOIST, O R BLOCKING FACE NAILED 2-1 s d • - PER FOOT FLOOR FRAMING 6.Refer to floor plans,exterior elevations,and Window schedule for types and sizes of 10.Typical exterior walls and roof to be sheathed With'//i'exterior grade plywood or JOIST TO SILL, TOP PLATE, OR GIRDER TOE NAILED 4-8 d PER JOIST U 0 Windows. All windows to be Andersen high performance quality or approved equal. 7/16"OSB plywood, group 1,APA rated. Plywood to span over all plates and BRIDGING TO JOIST TOE NAILED 2-8 d EACH END Z headers. BLOCKING TO JOIST TOE NAILED 2-8d EACH END W Q BLOCKING TO SILL OR TOP PLATE TOE NAILED 3-16d EACH BLOCK Z 7.Door and window headers to align unless otherwise noted. LEDGER STRIP TO BEAM FACE NAILED 3-16d EACH JOIST W 11. Provide insulation baffles at eave vents between rafters. JOIST ON LEDGER TO BEAM TOE NAILED 3-8 d PER JOIST 'Z 0 8.General contractor is to ensure that masonry and prefabricated fireplace BAND JOIST TO JOIST END NAILED 3-16 d PER JOIST J w O construction meets or exceeds all manufacturer's specifications and applicable codes. 12. Exterior flashing to be correctly installed at all connections between roofs,walls, BAND JOIST TO SILL OR TOP PLATE TOE NAILED 2-1 6 d PER FOOT Z chimneys,projections, and penetrations as required by approved construction w z_ 9.General contractor to consult and coordinate with the owner and the plans for all practices. ROOF SHEATHING STRUCTURAL PANELS 4' PERIMETER EDGE ZONE - 16" O/C -6" AT PANEL built in items such as bookcases,shelving,pantry,closets,etc. EDGES AND AT INTERMEDIATE SUPPORTS IN THE 13.General contractor to provide adequate attic ventilation and roof vents. 5/s" a d PANEL FIELD O 10.Provide hardwired smoke detectors,with battery backup,on all floors and in each INTERIOR ZONE - 16" O/C - 6" AT PANEL EDGES AND 12" bedroom,verify with local code requirements as per Section R317,New York State 14. Provide appropriate soffit ventilation at overhangs. 8 d AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD Residential COnStn1Ct10n Code. Install Carbon monoxide detectors as per Code. FOR ROOF SHEATHING WITHIN 4'-0" OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4'-0" ON EACH SIDE OF THE ROOF PEAK, THE 4'-0" GENERAL PLUMBING NOTES PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. GENERAL FOUNDATION NOTES 1. Plumbing subcontractor to be responsible for adhering to all applicable code and CEILING SHEATHING 00 safety requirements. GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD O 1.General contractor to review plans,elevations,and details to determine intended WALL SHEATHING DO (� heights of finished floor(s)above typical grade. 2. If wall plates or joists are cut during the installation of plumbing fixtures or STRUCTURAL PANELS 8 d 4'EDGE ZONE - 16" O/C -6" AT PANEL EDGES AND 12" Z ti equipment provide bracing to tie framing back together. 5/8" AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD LiJ 2.All footings to rest on undisturbed soil. 8 d INTER 10 R ZONE - 16" O/C - 6" A T PANEL EDGES AND 12" W � Cr) GENERAL HVAC SYSTEM NOTES AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD V- CID 3.Provide'h"expansion joint material between all concrete slabs and abutting FIBERBOARD PANELS 7/16" 6 d 3" EDGE / 6" FIELD P � g 25/32" 8d 3" EDGE / 6" FIELD Q concrete or masonry walls occurring in exterior or unheated interior areas. 1. Mechanical subcontractor is responsible for adhering to all applicable codes and GYPSUM WALLBOARD 5 d COOLERS 7" EDGE / 10" FIELD Q Z O safety requirements. 8 d 4'EDGE ZONE - 16" O/C -6" AT PANEL EDGES AND 12" O 0 Nr 4.Concrete on 4"sand or gravel fill minimum,With 6x6-10/10 wire mesh reinforcing. HARDBOARD AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD W O Interior slabs to be placed on 6 mil. stabilized polyethylene vapor barrier. 2.HVAC subcontractor to fully coordinate all system data and requirements with the Z ti equipment supplier. T A B L E 3 .7 Q 17 ~ 5. Provide crawl space ventilation per local code requirements. 1 9 9 5 S B C H I G H W I N D E D I T 10 N W O O D F R A M E It- 3. HVAC subcontractor to provide final system layout drawing and submit it to general CONSTRUCTION MANUAL ch 6. General contractor to install cop-r-tex(or copper)sheet metal termite shields contractor,owner,and equipment supplier for final review and approval. RAFTER SPACING 1 6 " O /C CID between all wood surfaces that are exposed to concrete or masonry surfaces. ROOF PITCH ROOF SPAN 7.Dampproof exterior of foundation with a bituminous coating as per code and soil 1 2 2 0 2 8 36 conditions. 3 : 1 2 5 8 1 1 1 4 GENERAL WIND PROTECTION CONNECTION NOTES 4 : 1 2 4 6 8 1 1 GENERAL FLOOR PLAN NOTES Adapted from Standard for Hurricane Resistant Residential Construction; SSTD 10-99 5 : 1 2 3 5 7 9 and 1995 SBC High Wind Edition Wood Frame Construction 1. Dimensions shall take precedent over scale drawings(do not scale drawings). 9 ; 1 2 3 3 4 5 Fasteners and Connectors for Wood Frame Construction 1 2 : 1 2 3 3 3 4 ti©F NEW r 2.All interior walls to be covered with%"gypsum board With metal comer reinforcing. n footings,foundations walls floors studs and roof �'" Tape,float,and sand(3 coats). framing shall benuous 1provided.oad path betwee 9 . TABLE 3 .4 Q� VJ C0 1995 SBC HIGH WIND EDITION WOOD J r ^ LLI 3.Walls common to garage and house to have a layer of 5/8",fire rated gypsum board 2.Approved connectors,anchors and other fastening devices not included in the FRAM E CONSTRUCTION MANUAL [ i . , �.i�1 LU at garage side with 5'-0"return on adjacent walls and ceiling. Manufactured lumber Standard Building Code,Table 2306.1 shall be installed in accordance with RAFTER SPACING 16" O/C Z requires 2 layers of 5/8",fire rated gypsum board. 1 2 0 mph FASTEST W IN D S P E E D O �® manufacturer's recommendations. P ,� A3 S 1 v� U 4.All bath and toilet area walls and ceilings adjacent to wet areas to have water A�FES51d 1 0 3. Metal plates,connectors,screws,bolts,and nails exposed directly to the weather or ROOF ROOF NUMBER resistant gypsum board,or wall tie set on wonderboard or equal. subject to salt corrosion in costal areas,shall be stainless steel or hot dipped P I T C H SPAN (f t) O F NAILS Z 11 galvanized. 4:12 12 3 00 16 4 DESIGN LOAD CALCULATIONS 4.Where windows and doors interrupt wood structural panel sheathing and siding, 20 5 LL framing anchors or connectors shall be provided at the top and bottom of cripple 24 6 1� MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (Ibs f) studs, header studs,and at least one stud at each side of opening. 28 7 Z EXTERIOR BALCONIES 60 32 8 CRITERIA Q DECKS 40 5. Ridge straps shall be attached to each pair of opposing rafters except where collar 36 _ CLIMATIC AND GEOGRAPHIC DESIGN C R IT �"I W ATTICS WITHOUT STORAGE 30 ties of 1 x6 or 2x4 lumber is located in upper third of attic space and attach to each pair 5:1 2 12 3 WEATHERING SEVERE 2O of rafters. _ ATTICS WITH STORAGE ao 20 4 FROST LINE DEPTH 3'-0" ROOMS (OTHER THAN SLEEPING ROOMS) 40 6. Uplift connectors shall be provided at each rafter bearing. 24 5 TERMITE MODERATE TO HEAVY SLEEPING ROOMS 30 PL� 7. Floor to floor hold-downs to be provided every 48,and every 16"within 4'of exterior 28 6 DECAY SLIGHT TO MODERATE CRITERIA FOR CALCULATION OF DEAD LOAD comers. 36 WINTER DESIGN TEMP. 11 A TUAL WEIGHTS OF MATERIALS REFERENCED TO A.I.A. 6:12 12 3 ICE SHIELD UNDER- AS PER MANUFACTURER'S 8.Sill Plate to Foundation Anchorage: Sill plate shall be anchored to the foundation ARCHITECTURAL GRAPHIC STANDARDS with anchor bolts having a min.bolt diameter of 5/8"and 3"x 3"x 118"washers. A 26 4 LAYMENT REQUIRED SPECIFICATIONS / STATE CODE SNOW minimum of one anchor bolt shall be provided Within 6 to 12 inches of each end of 2 4 5 FLOOD HAZARDS GROUND SNOW LOAD 45 Ibs. each plate. Anchor bolts shall have a minimum embedment of 7 inches in concrete/ 2 8 5 masonry foundations. Anchor bolts shall be located within 12 inches of comers and at 32 5 spacing not exceeding 4 feet on center. 36 7 °O rn SEISMIC LL DESIGN CATEGORY B 7.12-12.12 12 2 Q 04 16 3 THESE NOTES ARE GENERAL CONSTRUCTTON NOTES. THEY ARE NOT 20 4 c0 WIND SPECIFICALLY WRITTEN FOR THIS PLAN. THEY ARE TO BE CONSIDERED AS 24 4 WIND SPEED 120 mph 28 5 ZZ GENERAL GUIDELINES ONLY AND SHOULD BE DISCUSSED WITH YOUR EXPOSURE CATEGORY 1B GENERAL CONTRACTOR BEFORE CONSTRUCTION BEGINS. 32 6 L Z 36 6 STRUCTURAL WOOD PANELS FOR WIND-BORNE DEBRIS PROTECTION FOR WALL OPENING PROTECTION OF120 MPH 3SECOND WIND GUSTS (MAXIMUM MEAN ROOF HEIGHT:35) _.. ............._... ...._......__.,. _ WINDOW AND DOOR SCHEDULE MULTIPLE SECTION ASSEMBLY: 1/4" 1 _ _.. . .. -THICK BOLTS @ 2'OC O I o alainot LL " , O 0 A FWG8068 FRENCH WD. GLIDER 21.0 34.3 50 4 23.2 -25.4 45 8'-6"X7'-2" Q r-B AW31 AWNING 1.3 5.2 10 5 25.9 -34.7 35 X-6"X Y-0" to z C TW24410 TILT WASH 4.7 8.3 10 5 25.9 -34.7 30* 3'4'X 5'-6" z_ D DHP56410 PICTURE - 23.1 50 4 23.2 -25.4 50 6-10"X 5'-6" w Q � E DHT2410 TRANSOM - m 1.1 10 5 25.9 -34.7 30* 3'-0"X 2'-0" F DHT5610 TRANSOM - 2.8 10 4 25.9 -28.1 30 6-0" X 2'-0" G FWG6068 FRENCH WD. GLIDER 14.7 23.8 50 4 23.2 -25.4 45 6'-6" X 7-2" w -------- _ _....._ _........_ ___._._._._ ..-. . .__.. _ . .__ _-. _--..._ .__. .._._ Z o z ALLWINDOWS TO BE ANDERSEN HIGH PERFORMANCE OR APPROVED EQUAL -- - - -- _..' w o w z o ULATIONS FOR WINDOWS BASED UPON EXPOSURE B * MUST HAVE DP UPGRADE KIT. o ;COE - _ . ~ . AS PER E MEETS NY STATE EGRESS REQUIREMENTS FFICIENT 1.0 WITH 120 mph BASIC WIND K STATE BUILDING COD HABITABLE SPACE i _-- - - - _-301.2 (2) NEW YO►R ._. _ FOR � ,..__... . ! !CUSTOM GRILLES -SEE ELEVATIONS 00 :WALL OPENINGS INCLUDING WINDOWS AND DOORS SHALL BE PROTECTED WITH RE_ MOVEABLE 5/8"WOOD STRUCTURAL PANELS 1 � O o ;WITH MAXIMUM OF 8'-0" SPAN. FASTENERS FOR SPANS UP TO 6-0" SHALL BE 21/2-#8 WOOD SCREWS AT 16" O/C FASTENERS ! zfOR ti SHUTTER ASSEMBLY _ . ._-. _.__._._--- - -._--.--------.___. 1.2.1.2 ( ( i __._...____.____.� W rn c i co SPANS UP TO 8-0 SHALL BE 21/2 #8 AT 12 O/C. TABLE 30 N.T.S. i FOR PANEL SPANS:0<4'-0"WIDE SPAN __.___.__._.._.._._. ' C7 ALL UNITS MUST MEET OR; __._.____.__ . __. .-_.... .- TABLE 1609.1.4 EXCEED THE MINIMUM DESIGN PRESSURE REQUIRED, ANY MULLED UNITS MUST MEET OR EXCEED I o >- o 1.5 TIMES THE DESIGN PRESSURE REQUIRED AND MUST TRANSFER LOADS TO THE ROUGH OPENING SUBSTRATE. ALL EXTERIOR O v 23/32"APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD(OVERLAP AROUND OPENINGS 4 ) ---~------ ----... .____...______...___�-.-.---._.----.-___.-. --- ._.._..__._.._-------__._.. . ..----.__-.-_...______._.____------------------- --___ __-_. . ... __ _...__. _.._-.__-. . _-_._ ..._..._ .._ ,...__..._.... ._._._-_ . ..-_....- ...- !- -- -.... --..__.._. ..___._ o .GLAZING MUST MEETASTMdI E 1996 TEST REQUIREMENTS AS PER NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE. _--- __.-.__-- . __._. _ ._.._.__._._..._ . ___..__._______.--_ _.-!------_._-. -_._...._..__- __1__._.______ -_.- -.----- --.. ...._� z USE AC GRADE W/2 COATS EXTERIOR PAINT 2 SIDES,4 EDGES. I REFER TO SECTION R 1609.1.4 FOR ALTERNATIVE OPENING PROTECTION. ; ! j i < LABELACCORDING TO LOCATION. - ------ _._..___._.__._.___...._....__..___ ..---.._.. ---___....._....__ ._.....__......___..__._.-- _-......._._... _..._...... .. _........._._......_....._.. .__............ ....__.._. ._,_ ._.._..- . ASSEMBLY: co ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/#8x3"(w/WASHERS)GALVINIZED OR STAINLESS STEEL WOOD SCREW @ 16"O.C.OR BETTER ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: #10 TEE NUTS ATTACHED TO BLDG.w/#1Ox 1 Ile(W/WASHERS)MACHINE BOLT @ 12"O.C. WHERE SCREWS ATTACH TO MASONRY OR MASONRY STUCCO,THEY SHALL BE ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAIVING A MINIMUM WITHDRAWL CAPACITY OF 490 lbs. SHUTTER ASSEMBLY N.T.S. ^ , co FOR PANEL SPANS:4'-0"OR WIDER SPAN �V W F- SPECIFICATIONS AND ASSEMBLY IDENTICAL TO 0<4'41SPAN. Z NOTE ADDITIONS: W U x4 STRONG-BACKS @ 24"OC z �"1 ASSEMBLY: 0 O 1). PREASSEMBLE PLYWOOD TO 2x4'S:#10x3"(w/WASHERS)GALVINIZED OR STAINLESS STEEL � WOOD SCREW @ 12"O.C. ALTERNATIVE FOR OPENING PROTECTION zZ OD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16"AND MAXIMUM PANEL SPAN OF 8'-0" it of NOV)" w4 SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. a (REFER TO SECTION 1609.1.4 AND 1609.6.5 AND TABLE 1609.1.4) TABLE 1609.1.4 W d _. WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS A3??54-1 FASTENER SPACING INCHES A9QFESSICI��� PANEL SPAN<2'2'-0"<PANEL 4'-0"<PANEL 6'-0"<PANEL FASTENER TYPE 0" SPAN<4'4" SPAN<6'-0" SPAN<814" ® �/ r 21/2" #6 WOOD SCREWS 16 16 12 9 00 rn [2M" #8 WOOD SCREWS 16 16 16 12 r N O A.THIS TABLE IS BASED ON A MAXIMUM WIND SPEED(3 SECOND GUST)OF 130 MPH AND MEAN ROOF 0 HEIGHT OF 33'-0"OR LESS B. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. O C. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO,THEY SHALL BE Z ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAVING A MINIMUM WITHDRAWL CAPACITY OF 490 LBS. W Z_ z N CL CONNECTION SIMPSON STRONG-TIE A RAFTER/RIDGE/RAFTER WITH CT• CS20 21"LONG RIDGE RAFTER/RIDGE/RAFTER WITHOUT CT CS20 21"/LSSU OR LSU B RAFTER/PLATE/STUD H7 RAFTERRAFTER/PLATE H8 OR H2.5 J 121"LO PLATE/STUD CS20 18"LONG Q SIMPSON C C HEADER/STUD H3 wHEADER/JACK STUD CS20 12"LONG p r D FLOOR TO FLOOR LFTA or CS20 36"LONG O 3:: E STUD/PLATE/SILL CS20 36"LONG d STUD/PLATE CS320 16"LONG Q :II O } U PLATE/SILL LPT4 `r 7 Q F ANCHOR BOLTS SST616 N to Z G IPOSTANCHOR FOR DECKS CB SERIES POSTANCHOR FOR COVERED PORCHES ABU SERIES Z A RAFTER/RIDGE/RAFTER WITHCT - 1X6 OR 2X4-16"O/C COLLAR TIES MIN. Q H RAFTER KING STUDS p m RIDGE RAFTER STUD RAFTER SIMPSON H8 OR H2.5 O HEADER u TOP PLATE TOP PLATE —fl w � Du CS20 21"L SIMPSON H7 — SIMPSON CS2018"LONG — SIMPSON H3 w O z SIMPSON LSSU OR L SERIES � p WALL STUD WALL STUD SIMPSON CS2012"LONG J U O JACK STUDS {� Z oC uw FL Li O Al RAFTER/RIDGE/RAFTER wiocT - B RAFTER/PLATE/STUD B RAFTER/PLATE PLATE/STUD C HEADER/STUD ---- --- --- ---- -- -------- ---_--- - -- -- ----- - HEADER/JACKco -~- -- tof NEW �i O ' LLI O 634254-1 'a.. �ROFESSi�*�� O `— OZO O Z Q M POST O SIMPSON CB SERIES P.C. FOOTING 2ND.FLOOR WALL STUD 2ND.FLOOR WALL STUD OON 1ST.FLOOR WALL STUD 1ST.FLOOR WALL STUD ix 2ND.FLOOR PLATE 2ND.FLOOR PLATE � W SUBFLOOR SUBFLOOR G POST ANCHOR FOR COVERED PORCHES H 1ST.FLOOR PLATE � 1ST.FLOOR PLATE -- _ Z RIM BOARD ---- -- ---_ --------- — --- lU RIM BOARD SUBFLOOR SUBFLOOR U SIMPSON LFTA SIMPSON CS16 36"LONG O EVERY OTHER STUD AND SIMPSON CS20 36"LONG SIMPSON CS2016"LONG z EVERY STUD OVER HDRS 1ST.FLOOR TOP PLATES RIM BOARD RIM BOARD 1ST.FLOOR TOP PLATES DOUBLE SILL PLATE POST O DOUBLE OR SINGLE SILL PLA �a J <a , LL SIMPSON LPT4 0 1ST FLOOR WALL STUD 1ST FLOOR WALL STUD FOUNDATION WALL ° FOUNDATION WALL a a a 9 ° SIMPSON ABU SERIES Z 1, Q 1100, P.C.FOOTING O 4`10 141000 PL� a A = (:D:::�FLOOR TO FLOOR --� D FLOOR TO FLOOR E STUD/PLATE/SILL E STUD/PLATE PLATE/SILL G POST ANCHORS FOR DECKS 00 LL O N 00 Z U-i z g