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HomeMy WebLinkAbout29625-Z FORM NO. 4 TOWN OF SOUTHOLD - BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-30156 Date: 04/29/04 THIS CERTIFIES that the building .ACCESSORY Location of Property: 230 .PARK AVE SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Magi No. 473889 Section 56 Block 1 Lot 2.13 Subdivision Filed Map No. - Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 11, 2003 pursuant to which Building Permit No. 29625-Z dated AUGUST 12, 2003 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for.which this certificate is issued is ACCESSORY TWO CAR GARAGE (60 ' X 301 ) AS APPLIED FOR. The certificate is issued to JAMES & PEGGY ANN VANGORDEN (OWNER) of the aforesaid building. . SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 83902C 01/14/04 PLUMMBRS CERTIFICATION DATED N/A t e th rize Signature Rev. 1/81 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) PERMIT NO. 29625 Z Date AUGUST 12 , 2003 ' Permission is hereby granted to : JAMES B VANGORDEN 230 PARK AVENUE SOUTHOLD,NY 11971 for CONSTRUCTION OF AN ACCESSORY 601X 30 ' GARAGE IN THE REQUIRED REAR YARD AS APPLIED FOR at premises located at 230 PARK AVE SOUTHOLD County Tax Map No. 473889 Section 056 Block 0001 Lot No. 002 . 013 pursuant to application dated AUGUST 11, 2003 and approved by the Building Inspector to expire on FEBRUARY 12 , 2005 . Fee $ 465 . 00 v Authorized Signature ORIGINAL Rev. 5/8/02 Form No.6 TOWN OF SOUTHOLD �� BUILDING DEPARTMENT - TOWN HALL 765-1802 APR 1 9 35 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 I% 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$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool $25.00, Accessory building$25.00,Additions to accessory building$25.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. a _ �� — 044�°-,° New Construction: Old or Pre-existing Building: (check one) Location of Property: Z /L D House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section , Block Lot 7, Subdivision C Filed Map. Lot: Q Permit No. eN6,7-95 Z Date of Permit. - JZ- Applicant: Vjo Health Dept. Approval: &tl Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ , alp��Lov Applica�ignat M ). Y/ .� S )/ ) T k. J )G t Zti b V / v v._ s •.). ati1°'75'd.,:ilW.L:�,lslat.,.nitau._..1r.alf_arl..l..,��Y.als.utr.«[L_..11.i1a...'rl.{[_�n..ii_]ll.nl _..lnl _..1.ut,�N.A[�.ttLl._«il[ltlt...lu ltl_..lrc]!«,linal.�lu,dl 1 t� 3 1(: Im �v 9 f-0 k t i.. ,moi: - • �hh' h- v�.s ♦ � v ^O +F }�li vy i ny1 ♦/ mme w....ww......e a...x.....c��..aw�rn.um .mm....e.w......,�.... .M.+,,..x..m..... .... a..-+.-........._..a..«..mx+....rn�. .0.,m you vwn n s......ss......m • am+n.m. 4 n1< t t 8 }b X t,a• .rF' , n ❑-R J l uta 1 ,11 p {r 1 144 eyk 4 t [ l 1 S 1 t April 14, 2004 Town of Southold Building Dept. Town Hall Southold,NY h , J 2 j" RE: Jim VanGorden 30'wx�12' h 60'1 Garage Southold,NY MBI JOB # 128-0698 Permit#29625 z Dear Sirs: Please find the"enclosed truss certificate for the trusses that were used,for this job. I am also writing to confirm and advise that the footings and foundation were observed to have been installed in accordance to my plans dated04/15103 including the following: 1)Footings were placed 4' 8"below grade and were drilled 18" in diameter. 2) 3,-46M Base Anchors were nailed near the bottom of each column with 3 - 0.177"x 2 1/2"stainless steel nails in each anchors. 3)An 8"thick redi-mixfooting was poured and an additional 8"of redi-mix" was placed around the columns when- setting ®ssm��axe„ Yours truly, ed Design A E cup,, z Ronald L.Sutton,PE President v fi6QS P�rsleamg, '' AL1 338$�'��Bl F fasrsersap Ca153t1 Truss Design.. Load - 390 plf 11MBER SPECIFICATIONS lC) Chord 2 2,X10 SYP NO. I KD19 1 . 7E6 Req'd Truss Load psf at-fo oc. _ ?, pif iut r Choi- I --�X8 SYP MSR 1950 1 , 5E6 LOADS 4l-bs PX4 SYP NO. 1 KDl9 1 , 7E6 TCLL (,p psf Load Jurat! on factor = 1 , 1 5 TCDL 4, psf` TP.USS PLATE DATA - (ANSI/TPI 1-1999 LCDL psf. 20 GA. 18 GA. AA 66 psi 108 psi Lateral EA 87 Psi 101 Psi MEMBER FORCE TABLE Deal On Value AE 59 Ps 43 Ps w- EE 63 Ps 46 Psi Member Forces Member Stresses i� Tensile Value. 0' 403 p11 610 pu Bend! ng Axi at Bend! ng Axi at r• 90. 403 pn 610 pli Member CSI (i n-( bs) (t bs) (psi > (psi ) Shear Value. 0- 275 pil 410 pll ,. 30. 259 pu 361 pit 60° 315 ptl 410 pu TCI 934 -16477. -10689, -770. 3 -770, 4 90. 276 pu 403pii TC2 891 15841 , -10094. 740. 6 -727. 5 120. 261 pll 363 PU I50. 306 p1i 428 ptl TC3 650 9242, -9208. 432. 1 -663. 7 LC1 810 7163, 9742, 545, l 895. 8 11x15 LC2 791 7163, 9418, 545, 1 866, 0 LC3 SOS 1909. 7577. -145. 3 696. 7 W1 058 0, 543. 0 -103. S 4'9 W2 599 0, 2153, 0 -410. 1 ie W3 036 0, 227, 0 43. 2 i TC3 W4 371 0. 2354, 0 448. 3 ,\ 9,6„ W5 028 0. 90, 0 34. 3 6x9 ?xlpk l I W4 P1. 16 TC2 12 W5 W3 4 2-16x8 PI. 18 Go. 0aa W2 3?� TC1 13x8 PI. 18 Go. W1 c 16x9 P1. 9x9 6'3 18 Ga. 6x9 y • :::: .. � _. '°g i --- .. PL PL i i �. �� ,® � tC3 s2x8x16' 1134 eoa 15-1/2 .1= LC2 LC iii '� i , O _ CAMBER =.I , (I,I i iU IHE 3'3-3/16" 8'3-3/16 D 14'10-1/2" 0 a 0 Truss Reaction; 571 1 , 875 l bs C- €a,.S CCP 30' COMM. SC TRUSS ® �� �� N Morton Buildings OWNER STREETX14 VILLAGE DIST.1 SUB. LOT FORMER OWN N E ACR. OYyjc( ,WV)C, ,n V)o S W TYPE OF BUILDING I:B -(� epi e l f RES. �-J o SFAS. VL. FARM COMM, CB. MICS. Mkt Value "LAND/ IMP. TOTAL * TOTAL DATE REMARKS j �^ a�F per' J s`-✓" .r 6 pA,;Z�1 / W 44 < i rC/ ctar C G- rC Vag �c < � 44,17 ?6 ` 235 /a Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD Meadowland S EPTH House Plot "7 ( ( � j { f BULKHEAD Total 4 ajr' 's a 3 § = b ep S! d + I M. Bldg. Foundation r , CJY Bath xxtensi n y ? X N OZ�(p � `7 t2 Basement Floors J_ Extenion m Fxt. Walls .r4 Interior Finish Extension Fire Place F Heat Porch (Vx 2 �� O 14,f- Pool Attic — Deck Patio Rooms lst Floor r Driveway Rooms 2nd Floor tiara e 27X 0. B. Y, ILI c y0 1 �C1 ; f IN Al »fir Affixed resign Arehe ee raiEng ee � g roup P.C. il August 07, 2003 Mr. Bill Kelly Morton Buildings, Inc, Cox Lane Industrial Park 22355 County Rd 48, Unit 4' Catchogue, NY 11935-1146 RE: Jinn and Peggy Vangorden 30'w x 12'h x 601 Garage Southold, NY MBI JOB#128-0698 Dear Bill: Please be advised that my drawings for the subject project dated 04/15/03 reflect an engineered design specifically made for Jim & Peggy Vangorden. Yours truly, Allied Design A&E Group, PC Ronald L,Sutton, PE President am�iktsv' 49 #tz x a .�§ xs e r5x e £ ea aa+ es�st�xp Ybyjb�p¢ 4a$��5 X� t�� am 4A+}xixstyx�SxYg4vN ¢,a 5 nw �KYl+3�bx 4k A az n&et m# ft£. xxktt' u2rs a�Cd£k 3aak ak(5 P9 5 4 SlY.#x"5^3jffi d kh YkY53h}}�tt Y£4. #: ��•�$J L## 0x4$y 3 STRUCTURAL DESIGN 1609.1.1.1 -1609.1.5 1609.1.1.1 Applicability. The provisions of SSTD 1.Glazed openings located within '30 feet (9144 10 and the AF&PA Wood Frarne Construction Man- mm) of grade shall meet the requirements of the ual for One and Two Family Dwellings, SBC High Large Missile Test of ASTM E 1996. Wind Edition are applicable only to buildings located 2.Glazed openings located more than 30 feet(9144 - - within Exposure A, B or C as defined in Section 1609.4. The provisions shall not apply to buildings -�) above grade shall meet the provisions of the sited on the upper half of an isolated hill, ridge or Small Missile Test of ASTM E 1996. escarpment meeting the following conditions: Exceptions: 1. The hill,ridge or escarpment is 60 feet(18 288 1.Wood structural panels with a minimum thick- nun) or higher if located in exposure B or 30 ness of 7116 inch(11.1 mm)and maximum panel feet(9144 mm)or higher if located in exposure span of 8 feet(2438 nun)shall be permitted for C; opening protection in one-andtwo-story build- ings. Panels shall be precut to cover the glazed 2.The maximum average slope of the hill openings with attachment hardware provided. exceeds 10 percent;and -:Attachments shall be designed to resist the com- ponents and cladding loads determined in 3. The hill, ridge or escarpment is unobstructed upwind by other such topographic features for accordance with the provisions of Section a distance from the high point of 50 times the 1609.65.Attachment in accordance with Table height of the hill or I mile (1.61 km), which- roof h. gh permitted for 1 buildings with a mean roof height of 33 feet (10 058.mm) or less ever is greater. where wind speeds do not exceed 130 mph. 1609.1.2 Minimum wind loads.The wind loads used 2.Buildings in Category IV as defined in Table in the design of the main windforce-resisting system 1604.5, including production greenhouses as .shall not be less than 10 pounds per square foot (0.479 defined in Section 1608.3.3. kN/m2) multiplied by the area of the building or strut- mre projected on a vertical lane normal to the wind TABLE ROTE .4 P J P WINDBORNE DEBRIS PROTECTION FASTENING direction. In the calculation of design wind loads for SCHEDULE FOR WOOD STRUCTURAL PANELS,b, t,= components and cladding for buildings, the algebraic .FASTENER SPACING(Inches) [ sum of the pressures acting on opposite faces shall be 2 feet s 4 feet< 6 feet< taken into account.The design pressure for components FASTENER Panel and cladding of buildings shall not be less than 10 TYPE span Panel Panel Panel pounds per square foot 0.479 kN/m2 actin in either s2feet span span span P P q ( ) g s 4 feet s 6 feet s 8 feet direction normal to the surface. The design force for open buildings and other structures shall not be less than 2t/2#6 Wood 16 16 12 9 10 pounds per square foot(0.479 kN/m2) multiplied by Screws the area Af. 21/24 Wood 16 16 16 12 1609.13 Anchorage against overturning, uplift and Screws sliding. Structural members and systems, and compo- For St: t inch=25.4 mm,1 foot--304.8 turn,1 pound=0.454 kg, nents and cladding in a building or structure shall be 1 mile per hour=0.44 m/s. anchored to resist wind-induced overturning,uplift and a.This table is based on a maximum wind speed(3-second gust)of 130 sliding and to provide continuous load paths for these mph and mean roof height of 33 feet or less. forces to the foundation.Where a portion of the resis- b.Fasteners shall be Installed at opposing ends of the wood structural tante to these forces is provided by dead load,the dead panel. C.Where screws are attached to masonry or masonry/stucco,they shall load shall be taken as the minimum dead load likely to be attached utilizing vibration-resi$tant anchors having a minimum be in place during a design wind event.Where the alter- withdrawal capacity of 490 pounds. nate basic Ioad combinations of Section 1605.3.2 are used, only two-thirds of the minimum dead load likely 1609.1A.1 Building with openings. Where glazing to be in place during a design wind event shall be used. is assumed to be an opening in accordance with Sec- 1609.1.4 Protection of openings.In wind borne debris tion 1609.1.4, the building shall be evaluated to regions,glazing that receives positive external pressure . determine if the openings are of sufficient area to in the lower 60 feet (18 288 mm) in buildings shall be constitute an open or partially enclosed building as assumed to be openings unless such glazing is impact defined in Section 1609.2. Open and partially resistant or protected with an impact-resistant covering enclosed 'buildings shall be designed in accordance meeting the requirements of an approved impact resist- with the applicable provisions of ASCE 7. p ing standard or ASTM E 1996 and of ASTM E 1886 ref- 1609.15 Wind and seismic detailing. Lateral-force- �... erenced therein as follows: resisting systems shall meet seismic detailing BUILDING CODE OF NEW YORK STATE 299 CUTCHOGUE, NY #8 x 3 1/2" WOOD SCREWS FASTENEDTHROUGH THE ALUMINUM DOOR SIDE JAMBS JDB No. INTO THE 2x4 ROUGH FRAMING. PRE--DRILLHOLES IN ALUMINUM DOOR JAMB TO 128-0684 ACCEPT WOOD SCREWS. SCREWS ARE NOT REQUIREDIN THE HEAD OR THE SILL. HEAD FLASHING HEAD FLASHING M N DOOR SLAB 40" WIDE x 82 1/2" TALL z - 7/16" O.S.B. PANEL wLLJ MCD } N Z Z M `l r 40" WIDE x 82 1/2" TALL >— o 7/16" O.S.B. PANEL w M rZ o M 9100 ELEVATION 9100 SECTION #8 x 3 1/2" WOOD SCREWS ZK 40" WIDE x 82 1/2" TALL AS SHOWN ABOVE TO AVO INSTALLATION Lai /16" O.S.B. PANEL _ ea DRAWN BY: JAW INUM DATE: 8-07-03 JAMB cwecKED BY:xH FRAMING C�� DATE: 9100 JAMB DETAIL ' REVISED DATE: WINDBORNE DEBRIS PROTECTION 9100 WALK DOOR SCALE:--- SHEET N0. 1 of 2 OFFICE: CUTCHOGUE, NY #8 x 3 1/2" WOOD SCREWS FASTENED JOB No. THROUGH THE WINDOW JAMB FLASHINGS 128-0684 INTO THE 2x4 ROUGH FRAMING. PRE—DRILL HOLES IN WINDOW JAMB FLASHINGS TO ACCEPT WOOD SCREWS. SCREWS ARE NOT REQUIRED IN THE HEAD OR THE SILL. HEAD FLASHINGifN, I i + if FINNED -- WINDOW 55" WIDE x 36" TALL o w o • , 7/16 O.S.B. PANEL SILL FLASHINGif z II If if O FINNED WINDOW SECTION 55" WIDE x 36" TALL � - 7/16" O.S.B. PANEL n FINNED WINDOW ELEVATION #8 x 3 1/2" WOOD SCREWS SPACED 55" WIDE x 36" TALL -� AS SHOWN ABOVE TO AVOID DOOR 7/16" O.S.B. PANEL era INSTALLATION SCREWS m WINDOW JAMB FLASHING 2x4 ROUGH FRAMING DRAWN BY: JAW FINNED WINDOW JAMB DETAIL DATE: 8-07-03 CHECKED BY: ��tl DATE: WINDBORNE DEBRIS PROTECTION -- FINNED WINDOWS REVISED DATE: SCALE: SHEET N0. 20F2 Buzeg �� 265_�� Loi u s oung �® 0 gt \b- y Y � � N Q oar s e d o_ I-w IBJ s iii \ �Y r • ,,�_ 2 Q `p`mN O+ °0 0 So`N'E�gE A D W N -e = O_ O I��; MWr_ c� I ,.;t :{ P 1, l 2Sfs3 BLDG.DEPT. �O a TOWN OF SOU7�HOLD NOTE' SU801V}S ONN MAPNFILED IND STAKE OUND N HE OFFICE Of THE CLERKOF FILE FNO' 8003jA8T7 ON 1 I �� 7� 11 E Applicant/ Date. . Owners Name: Reviewed: Architect/ Date 'Engineer: j4A. Submitted: fP SCTM N: jj Districe IAD Section: Mock: � 1,0(: -!?--[-3 Project Subdivision 1_0cation: a✓�"Ce � �t�� T Name: + S r(ifi d-. separate RcquI ed No + ccrUfication: (Yesl Rey. Rey. l Doing Uisvicl: (I,otsize: `� _Actual:n ' 1 (Lot coverage C26�Propnaed gg ((mon( Yard ^Proposed_ (Side Y dJ U! Proposed: [Rear Yard f ✓ Pn5 loo f Project Description: ! Ai>ENCA ERMITS Permit REOUIREDEORREVIEW N.A. NO YES Number Suffolk County Health Dept. New York State D. F. C- Town Trustees / Town Zoning Board approval: ✓ Town Planing Board approval: Flood Plane Elevation M Flood Zone: No to BUILDING PE T EXAMINER CHECKLIST DATE D: ,/_/03 APPLICANT: DATE SUBMITTED: /J/03 SCTM#DISTRICT: 1000, SECTION: BLOCK: LOT: SUBDIVISION: ADDRESS: CITY: ZONING DISTRICT: CONFORMING?— BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- INFO BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , MO SINGLE F- SEPARATEnor98UUDED NOTES: LOT0000SF-I0-24..Lt recogno .((CREATEDbefee June 0 1NRSED LOTS FROM 100-25.Mergen(Anonconforming at anytime after 7, REQ. LOT SIZE: ACT. LOT SIZE: REQ. LOT COV. ACT. LOT COV. REQ. FRONT PROP. FRONT REQ SIDE ACT. SIDE REQ. REAR PROP. REAR REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: ESTIMATED PROJECT COST: ARCHITECT/ENGINEER: WATER FRONT? DESCRIPTION: PANEL # FLOOD ZONE: APPROVALS REQUIRED SUFFOLI{COUNTY HEALTH DEPT: YES or NO, (BED #): _DTE: /_/ PERMIT #: TOWN SEPTIC RECEIPT: Y or N NEW YORK STATE DEC: PRE-DEC 9/1/7s YES or NO DTE: /_/ PERMIT#: SOUTHOLD TOWN TRUSTEES: YES or NO DTE: /�/ PERMIT#: TOWN ZONING BOARD APPROVAL: YES or NO DTE: /_/ PERMIT #: TOWN PLAN. BOARD APPROVAL: YES or NO DTE: PERMIT #: TOWN HISTORICAL PRE (SPLIA): YES or NO NEW FORK STATE CODE COMPLIANCE (SEE PAGE 2): YES or NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE I• (_SF)- ( SF)— SF X S –$-+$-+$-- $- 2. $ +$ +$ _ $2. (-SF)- (SF)= SF X $ _$ +$ +$ _ $- 3. ( 3. ( SF)- ( SF)–-SF X $ _$ +$-+$_=S FINAL TOTAL: $ NEWYORK STATE CODE COAPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: r Ground Snow Load: 45 s Wind Speed: 120MPH Seismic Design Category: B Weathering: Severe 77.- Frost Depth: 36"_,Termite:M-H—Decay: S-M Design Temp: 11 ----Ice Shield Underlay: YES!0 � Flood Hazards: USE/OCCUPANCY CLASSIFICATION: i HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA:ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/NT HEADERS: Y/N WALL STUDS: YIN GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS: Y/P' ROOF RAFTERS: YIN LUM13ER SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE: YIN DEAD: Y/N SNONNI: Y/N SEISMIC: Y/N WIND`.Y/N WINDOW AND DOOR SCHEDULE: MISSLI TEST REQUIREMENTS: Y/N,,� EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEPU,LE: Y/N MEANS OF EGRESS: Y N /✓`/ � PLUMBING RISER DIAGRAM: Y/N f1 LOCATION OF FIRE PROTECTION'E c M Y �T TRUSS DESIGN: Y/N ,, ✓ f CERTIFICATION: Y/N �F Ba ENERGY CALCS`. Y/N TOTAL COMPLIENCE7 Y/N (RETURN TO PAGE ONE) 765 -1802 BUILDING INSPECTION 1FOUNDATION I IROUGH PLBO. F OU OUN ION 2NDL IINSULATION MINGFINAL FIREPL IPANEY \ LL , DATE z � " 765-1802 BUILDING DEPT. I FOUNDATION ISTROUGH F t lFOUNDATION 2ND Imsu N lFRAMING FIREPLACE I �r :- L r` DATE A O INSPECTOR ` v FMLI)INSPECTION DATE I CONIlV�NiS FOUNDATION(1ST) 3 a FOUNDATION(ZNND) All ite �o ROUGH FRAMING& ®el PLUMBING y INSULATION FERN.Y. y STATE ENERGY CODE cos FINAL, ADIDTTIONAI.COAMIME WTS O m y t TOWN OF SOUTHOLIA $UILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Plannirig Board approval FAY: (631) 765-9502 Survey www. northfork.net/Southold/ PE T NO. � c/ � ��� Check Septic Form N.Y.S.D.E.C. Trustees Examined 'Sr l 20 00 Contact Approved ?/,"20 03 Mail to: Disapproved a/c n Phone: Expiration q-'j(�—,20 C1� —(B/uillddin/gIns�r .. /F AP LICATION FOR BUILDING PERMIT Date 206-:S INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 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. £ 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 re f ns;and to admit authorized inspectors tan premises and in building for necessary inspections. i (Si o Acorartn name if a corporation) 12003 `, (Mailing address of applicant) State whether applicant is owner, lessee;.'' en architect, engineer, general contractor,electrician,plumber or builder Name of owner of premises G`� irC (As on the talc roll or latest deed) If applicant is a c oration �gnature of duly authorized officer (Name and jet e o corporate officer) Builders License No. J 3-7C-- Plumbers License No. Electricians License No. Other Trade's License No. 1. L+o��'catiopp.nn�of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section Block ( Lot SubdivisionI Q&V: 4[.AC-J4 Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed const-action: . a. Existing use and occupancy b. Intended use and occupancy Ctt 11 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal—Demolition—Other Work (Description) 4. Estimated Cost �S � 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 oars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existin structures, if any: Front � Rear_ --�� Depth Height Number of Stori6§ Dimensions of same tructure with alterations or additions: Front �/ Ream ®epth Height ��� Number of Stories 8. Dimensions of entire new construction: Front f: Rear �� � Depth Height lei " Number of Stories i 9. Size of lot:Front ! � Rear _ Depth 2—' 10. Date of Purchase �d " C>Z-�i Name of Former Owner M 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law,ordinance or regulation? YES_NO� 13.Will lot be re-graded? YES NO Will excess fill be removed from premises? YES_NO 14.Names of Owner ofremises Address Phone No. _ Name of Architect ti l Address S,C,�J X LL-AI Phone No '7334 4°�� Name of Contractor .&e-'Z�n MAddress (/_.OZ W Phone No. 716414t&0 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOU'IHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY B QUIRED. 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 topographieal data on survey. STATE OF NEW YORK) -- SS: COUNTY OFJ_ /Jti�S Sbeing duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the (/p (Contractor, en, ° rpC o O icer, 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. Swo ore me this \day ofk116U4_20 4 Notary Public S' f App ' ant Claire L. GSaw Notary Public Y®rk Quaiif'sed in Suffso®ec®ur'l?e 'OG Commission Exp OFFICE: CUTCHOGUE, NY JOB NO. 128-0698 PORTON BUILDINGS GENERAL SPECIFICATIONS . o LAMINATED COLUMNS - N0. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S " a COLUMNS USED IN MORTON BUILDINGS ARE PRESSURE TREATED BELOW GRADE TO A RETENTION OF .8 w p� POUNDS PER CUBIC FOOT WITH CHROMATED COPPER ARSENATE TYPE III, OXIDE TYPE, AS LISTED IN FEDERAL SPECIFICATION TT-W-571J. THE TREATED PORTION OF THE COLUMN EMBEDDED IN GROUND O w m SHALL BE LAMINATED WITH STAINLESS STEEL NAILS. V z FOOTINGS AND ANCHORAGE - COLUMN HOLES ARE DUG 4 FEET DEEP MIN, DEPTH BELOW GRADE AND z O READY-MIX CONCRETE PADS OR DRY CONCRETE MIX PADS ARE POURED IN PLACE (NOTE PLANS FOR x L d SIZE & TYPE). TWO GALVANIZED STEEL BASE ANCHORS ARE PLACED 1" FROM BOTTOM OF COLUMN OR 1/2" GALVANIZED STEEL ROD PLACED 2 1/2" FROM BOTTOM OF COLUMN. ADDITIONAL CONCRETEAL 1 I 1 D MIX IS PLACED AROUND BASE OF COLUMN THEN BACKFILLED WITH SOIL AND COMPACTED AT 8" INTERVALS. z Z W SPLASHBOARDS - SPLASHBOARDS ARE N0, 2 OR BETTER SOUTHERN YELLOW PINE 2"x8" S2S AND CENTER L L7 MATCHED, PRESSURE TREATED TO NET RETENTION OF .6 POUNDS PER CUBIC FOOT WITH CHROMATED COPPER CD CD �' t:L.IJ ?. ARSENATE TYPE III, OXIDE TYPE, IN ACCORDANCE WITH AMERICAN WOOD PRESERVERS' ASSOCIATION SPECIFICATION -= z -' C2. ONE ROW IS FURNISHED FOR BUILDING ON A LEVEL SITE. a Z ''' FRAMING LUMBER - SIDE NAILERS ARE 2"x4" S4S OR 2"x6" SPF NO2 OR BETTER SPACED APPROXIMATELY 30" OC. 0 0 CD WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2"x4" S4S NO 2 OF' CD BEFTER ON EDGE SPACED APPROXIMATELY 24" O.C. ALL OTHER FRAMING LUMBER IS NO. 2 OR BETTER. W —_ h ROOF TRUSSES - FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS 1p V � J REQUIRED AND KILN DRIED LUMBER AS SPECIFIED. IN-PLANT QUALITY CONTROL INSPECTION IS CONDUCTED `V O UNDER THE AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN ACCORDANCE WITH BUILDING DESIGN CRITERIA TYPICAL LUMBER SPECIFICATIONS - 1997 NDS L� 2 CURRENT STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. CODE: BUILDING CODE OF NEW YORK STATE SIZE DESCRIPTION BENDING VALUE Fb USE GROUPU SIDING PANELS (KYNAR 500/HYLAR 5000) -0,019" MIN., G90 GALVANIZED OR AZ55 CONSTRUCTION TYPE VB 2"x4' NG.1&2 SPF - 1313 PSI Q o FLOOR AREA 1900 Sq, FT. 2"x4" 2100f MSR SPF 2100 PSI GALVALUME, WITH AN ADDITIONAL BAKED-ON KYNAR 500/HYLAR 5000 FINISH WITH MEAN ROOF HEIGHT 16 FT. 2"x6" A-01&2 SPF _ 1138 P51 L x BUILDING CATEGORY I 2'x6' N0. 1 SYP _ 1650 PSI O A NOMINAL 1 MIL PAINT THICKNESS ON EXTERIOR. LIVE ROOF LOAD DESIGN 26 PSF 2"x8' N0, 1 SYP 1500 PSI L7 m GROUND SNOW .DAD 45 PSF 2"x10" N0. 1 SYP 1300 PSI O ROOFING PANELS (ELUOROFLEX 2000 (TM)) - 0.019" MIN., A755 GALVALUME WITH AN WIND SPEED Vas' 120 MPH 2 x12" NO. 1 SYP 1250 PSI a ADDITIONAL BAKED-ON THICK POLYURETHANE PRIMER AND KYNAR 500/HYLAR 5000 TOPCOAT WIND IMPORTANCE FACTOR' 1,0 ALL LAMINATED MSR SYP 1950 PSI I 1 EXPOSURE CATAGORY B 1 1 2"x16'" LAMINATED VENEER LUMBER 2800 PSI ♦� m WITH A TOTAL MINIMUM PAINT THICKNESS OF 2 MILS ON EXTERIOR. INTERNAL PRESSURE COEFFICIENT E-N 3 1 2"x15" GLU-LAM 1650 PSI z BUILDING DESIGN CONDITION ENCLOSED 5 1 1x16 1 2- GLU-LAM 2400 PSI = TRIM - DIE-FORMED TRIM OF 0.019" MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL ZONE 1 14.9,-23.7 PSF O : x19 1 2" GLU-LAM 2400 PSI 0 0 COMPONENT & CLADDING ZONE 2 14.9,-50,1 PSF NOTE: HIGHER GRADE MATERIAL REQUIRED AS NOTED ON PLANS. a ON GABLES, RIDGES, CORNERS, BASE, WINDOWS, AND DOORS WITH SAME FINISH AS WIND LOADS ZONE 3 14.9,-50.1 PSF .J ZONE 4 25.9,-28,1 PSF Q o ZONE 5 25.9,-34,7 PSF � ROOFING OR SIDING PANELS GUTTER S - 5" K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, KYNAR 500/HYLAR 5000 CERTIFICATION OF NAILING & CONNECTIONS APPROVED AS NOTED FINISH TO MATCH TRIM, ON BOTH SIDES OF THE BUILDING. MAY 13E REQUIRED. '' )ATE..�B.P.6 6� DRAWN BY: STEPH 841 ADDITIONAL NOTES p,��� ^ ,, � FEE: °D BY:.P_L,L DATE: 04-03-03 1.) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS INCORPORATED AS PART ALL CONSTRUCTION SHALL NOTIFY BULDING DEPARTMENT AT CHECKED BY: AS MEET THE REQUIREMENTS OF THE 765-1662 5 A TO 4 P FOR THE OF THESE DRAWINGS. l a CODES OF NEW YORK STATE. FOLLOWING WSPECTOW. DATE: D4-09-03 1. FOUNDATION - TWO REWIRED REVISED DATE: 2.) ALL INTERIOR PARTITIONS AND ROOM FINISHES IF NOT INCLUDED WITH THESE DRAWINGS SHALL BE PROVIDED FOR POURED CONCRETE OCCUPANCY OR 2. ROUGH - FRAMING & PLUMBING REVISED DATE: BY OWNER, STANDARD FINISHES SHALL HAVE LESS THAN 200 FLAME SPREAD RATING AS REQUIRED BY �+ 1 A 3. INSULATION REVISED DATE: ASTM E84 FOR ORDINARY CONDITIONS AND 25 OR LESS FOR EXITS, PASSAGEWAYS, AND CORRIDORS. USE IS UNLAWFUL BECOMP ETE FOR C.O.STRUCTION M� REVISED DATE: 3,) FLOOR COVERINGS JUDGED TO REPRESENT AN UNUSUAL HAZARD SHALL MEET THE SAME TESTING PROCEDURES WITHOUT CERTIFICATE ALL REQUIREMCONSTRUCENTS OF SHALL MEET NEW THE DF OCCUPANCY REQUIREMENTS OFTHECODESLE FOR AS REQUIRED FOR WALL AND CEILING FINISHES. YORK STATE. NOT R�E�rSPON1SI�BLpE�FpO`R tmy1NNRSipUCTION IERRORS bY�a 5 H E C T INDEX I HEREBY CERTIFY THAT THE STRUCTEgRG4-F'OR" pF WE N yo 4.) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED DIFFERENTLY ON SPECIFIC L V l_ X THIS BUILDING WAS PREPARED BY ME OR UNDER MY pERWR TERS CF°� :°'7�P"• 'Q L S. SHEET DESCRIPTION DIRECT SUPERVISION AND THAT A DULY 'IGEN E • Vy a• JOB DRAWINGS OR SUPPLEMENTAL INFORMATION. REGISTERED PROFESSIONAL E GINE REUUTAF ',3 'V .o= O 5.) KYNAR 500 IS A REGISTERED TRADEMARK OF ELF ATOCHEM NORTH AMERICA, HYLAR ) OE 7 —SPECIFICATIONS & SHEET INDEX Dv'1� ^Qze, 2 OE 7 COLUMN PLAN & SCHEDULE COMPLY WITH ALL CODES OF RONALD L. suTTON, P.E 5000 IS A TRADEMARK OF AUSIMONT, USA. ,3 OE 7 ELEVATIONS & SCHEDULE MICHAEL L. McCORMICK RES.T.I lq �•,�rEssp�A� ' W YORK STATE & TOWN CODESATE:04,, ,ol REG, p 4 OF 7 SECTIONS A REQUIRED AND CONDITIONS OF 5_0F7 SECTION & DETAILS SOUTHOLD TOWN ZBA �1 CS2x4FK W-00 1.1 UID LONE _ OF 7 SECTION & DETAILS SOUTHOLDTOWNPIANNINGSOARD Nv1PLYWITHCHAPTER '46„ SCALE AS NOTED F> 7 OF 7 TRUSS DRAWING & BRACING LAYOU SOUTHOLD TOWN TRUSTEES 1100 DAMAGE PREVENTION SHEET No. N.Y.S.DEC ""IDTOWN CODE. 1 OF 7 OFFICE: N (T) CUTCHOGUE, NY JOB N0. Ln 128-0698 O r m N N m 7'-4 I/2' 12'-D" '-3 3/4' 12'-0" Y-8 1/4" 7'-8" 7`-4 1/2" 1'-G" VENTED SIDEWALL OVERHANGS • o U D D 1'-0° NON-VENTED ENDWALL OVERHANGS 6 6 29'-9" 3— - - - - - - - 29'-9" N I9' m 1B'18"\ O 9'\ 719 \ O 20' 719"\ e a D p i 6 6 0a9 _ z2'-41/2' COLUMN PLAN LEGEND Z J 0 m ❑ - 3-2"x6" LAMINATED COLUMN LOCATION L7 a m ^ ■ - HEADERED TRUSS LOCATION • El- (2) 3068 PLAIN 9100 WALK DOORS WITH LOCKSETS 14'-101/2„ O- 3068 9-LITE 9100 WALK DOOR WITH LOCKSET m- (4) 4030 9-LITE HAYFIELD VINYL SLIDING WINDOWS L.LJ ®- FAN* (VERIFY SIZE AND LOCATION) 1 . 1 (2) 12'x10' INSULATED OVERHEAD DOORS z L 30"x30" ATTIC ACCESS PANEL W 7'-41/2" j- 81M BASE ANCHORS 741/2 L� B A \ Qi - 30' S.C. TRUSSES @ 7'-6" O.C. TYPICAL 0 y C 4U CONTINUOUS 2"x4° LOWER CHORD TRUSS ES AND 2"x6" 'n ys ® — m \t9"/ ❑ 0'_0^ ENDBRACES DICET APPROXIMATELY PP OXIMATEL DIAGONAL 8' 0'-0" 0 0 Q- RUN OVERHEAD DOOR HEADER THROUGH THIS BAY n F — A ? Q 4 18"- 18" DIAMETER FOOTINGS WITH: U o �'- 5'-1 1/2" - --{- 18' 18 m 0 8" THICK READI-MIX CONCRETE PAD. W oPLACE A MINIMUM OF 8" READI-MIX ; 'O 181, \I9"/ CONCRETE AROUND COLUMNS WHEN 10 -O L — — 191 SETTING, 20"- 20" DIAMETER FOOTINGS WITH: 1 1 J 2' 2-71/2' 8" THICK READI-MIX CONCRETE PAD. 0 T 11 LEAN-TO DIMENSIONS CONCRETE PLACE A MINIMUM OF 8" READI-MIX Z CONCRETE AROUND COLUMNS WHEN c •o � SETTING. Q/ � Q o ROUGH OPENING SCHEDULE Z o UNIT SYMBOL U m WIDTH HEIGHT 7'-41/2" 2'-9" 5-0' 7'-9' 7'-9" 7'-8' 7'-6" 7'4" 7'_41/2" FROM LEGEND �' C) BUILDING COLUMN DIMENSIONS D 37 3 4" 80 3 4" a p 52 1/4" 33 5Z8" 1 1 ® VERIFY VERIFY Q 0 i < o o a o_ v o a 1 . 1 CL Ln � 1 O Q T-41/2" 7'-6" 7'-8" 7'-9" 7'-6" 7'-9" T-fi' T-41/z" TRUSS LOCATION DIMENSIONS NOTE: DRAWN BY: STEPH 841 " . C \ \ ♦ IDENTIFIES ITEMS THAT ARE NOT DATE: 04-03-03 PROVIDED BY MORTON BUILDINGS, INC. OR MORTON BUILDINGS' SUBCONTRACTORS CHECKED BY: N AND ARE THE OWNERS RESPONSIBILITY. DATE: N NLn REVISED DATE: COLUMN PLAN REVISED DATE: 2' 8' REVISED DATE: SCALE: R tREVISED DATE: 1' 4' 16' 00 ROOF STRUCTURE FASTENING SCHEDULE "s'' .... ....... " OF NEVA. Qi VENT-A-RIDGE TO RIDGE BASE TRIM #9 x 1" STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS @ B" o.a 4P • ' L. ' Y0N O RIDGE BASE TRIM TO 2"x4" PURLINS 0135' x 2-1/4" RUBBER WASHER RING SHANK GALVANIZED NAIL AT EVERY HI-RIB (1'-0" o,c.) / zP, GTa• a HI-RIB STEEL STITCHING /�9 x 1" STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS IN LAP RIBS BETWEEN PURLINS / 1 . y� O" Oa HI-RIB STEEL TO 2"x4" PURLINS 0135" x 3 1/2" RUBBER WASHER RING SHANK GALVANIZED NAIL AT EVERY HI-RIB (1'-0" o.c.) 20 ga. GALVANIZED PURLIN CONNECTORS �f9 x 1" TRU-GRIP SCREWS ".. 9,• ",.pv ,r4` Q 2"x4" PURLINS TO TRUSS D20 "6" (d60d) RING RING SHANK NAS SIILDRILLED HOLE H4 CLIPS TO 2"x4" PURLINS (4) 0.131 (6d) / H4 CLIPS TO TRUSS (4)-0.131 (8d) x 1-1/2" RING SHANK NAILS Os 30' STRAIGHT CHORD TRUSS TO COLUMN (2) 1/2"x5 1/2" MACHINE BOLTS SCALE: AS NOTED (4) 0.177" x 4" (20d) RING SHANK NAILS SHEET NO. 2 OF 7 OFFICE: *NOTE: STITCH SCREW ROOF STEEL 3 LF CUTCHOGUE, NY FROM SHEET 4 N TALL (SEE DETAILS 3'-0" WIDE JOB NO, 3'-0" WIDE (ZONE 2 & 3) � (ZONE 2) ) (ZONES 2 & 3) 128-0698 (ZONE 1) VENT—A—RIDGED OQ * T#16 GABLE TRIM (ZONE 3) 2 Q (ZONE 2) 12 4 (ZONE 3) a � I 5" O.G. GUTTERS N HI-RIB STEEL HI-RIB STEEL �. T#21 CORNER TRIM T#21 CORNER TRIM ® n `® T#167 TRANSITION TRIM T#167 TRANSITION TRIM ® O wm HI-RIB STEEL WAINSCOT HI-RIB STEEL WAINSCOT T#21 CORNER TRIM T#21 CORNER TRIM j T#167 BASE TRIM T#167 BASE TRIM V Z w Z 54'-0° WIDE (ZONE 4) } 24'-0" WIDE (ZONE 4) 7 V a 3'-0" WIDE 3'-O" WIDE L 3'-0" WIDE L— 3 -0' WIDE (ZONE 5) WEST ELEVATION (ZONE 5) (ZONE 5) SOUTH ELEVATION (ZONE 5) w z W w Z rz CrDo c? =.w z Cd o =- I > 3'-O" WIDE3'-0" WIDE (ZONE 2 & 3) - (ZONE 2) (ZONES 2 & 3) LL * (ZONE 1) VENT-A-RIDGEOQ Oz * W = 1' N (ZONE 3) 12 T#16 GABLE TRIM 4� W aO (ZONE 2) Z (ZONE 3) = O 5" O.G. GUTTERS U m (ZONE 3) /1� HI-RIB STEEL HI-RIB STEEL Q T#21 CORNER TRIM T#21 CORNER TRIM o ® T#167 TRANSITION TRIM / ® 167 TRANSITION TRIM p HI-RIB STEEL WAINSCOT HI-RIB STEEL WAINSCOT V m T#21 CORNER TRIM T#21 CORNER TRIM o T#167 BASE IH M T#167 BASE TRIM �' a W 4'-0" L 47'-0" WIDE (ZONE 4) 7'-0" WIDE 1 24'-0" WIDE (ZONE 4) L 3'-0" WIDE WOE 3'-0" WIDE 3'-0" WIDE 3'-0" WIDE (ZONE 4) 3'-0" WIDE 3'-0" WIDE ? (ZONE 5) (ZONE 4) (ZONE 5) (ZONE 5) (ZONE 5) (ZONE 5) Q N EAST ELEVATION NORTH ELEVATION o 0 DRAWN BY: STEPH 841 DATE: 04-03-03 CHECKED BY: DATE: REVISED DATE: WALL FRAMING FASTENING SCHEDULE REVISED DATE: REVISED DATE: io 46M BASE ANCHOR TO COLUMN 0.177' x 2-1/2" STAINLESS STEEL NAILS (3) PER ANCHOR REVISED DATE: n SIM BASE ANCHOR TO COLUMN 0.177" x 2-1/2" STAINLESS STEEL NAILS (4) PER ANCHOR iz 2"x8" SPLASHBOARD TO COLUMN 4) 0.177' x 4" (20d) GALVANIZED RING SHANK NAILS @ SPLICE/ (3) 0.177" x 4" (20d) GALVANIZED RING SHANK NAILS ® STANDARD CONNECTION is 2"x6" NOTCHED NAILER TO COLUMN (4) 0.148" x 3-1/2" (i6d) NAILS OSPLICE/ (3) 0.148" x31-1/2' (16d) NAILS 9 STANDARD CONNECTION ,""...w.o.0",. is 7/15" OSB TO SPLASHBOARD & NOTCHED NAILER 0.106" x 1-1/4" ASBESTOS SIDING NAILS y+` �OF NEw"Ao is 2"x4" NAILER TO COLUMN (4)_0148" x 3-1/2" (16d) RING SHANK NAILS @ SPLICE/ (3) 0.148" x 3-1/2" (16d) RING SHANK NAILS O STANDARD CONNECTION woiP° l • ' �"pP� is END TRUSS TO 2-2"x6" END COLUMN EXTENSIONS (8) 0,177' x 4" (20d) RING SHANK NAILS >a * 'o 0. n 2"x4" PURLIN TO END TRUSS 0.200" x 6" (60d) RING SHANK NAILS IN PRE-DRILLED HOLE , 18 H4 CLIPS TO END TRUSS (4)-0131" (8d) x 1-1/2" RING SHANK NAILS ' r y azx 57lA`a• ^A ie HI-RIB STEEL TO NAILERS #9 x 2" STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI-RIB (1'-0" zo SOFFIT TO WALL INSERTED IN PRE-FORMED SLOT IN SOFFIT/HI-RIB CAP zi SOFFIT TO FASCIA T-50 MONEL STAPLES (2) PER PIECE SCALE: AS NOTED SHEET NO. 3 OF 7 (2) 1/2"x7 1/2" M. BOLTS & OFFICE: (4) 60d R.S. NAILS CUTCHOGUE, NY JOB NO. 40 FF200O HI-RIB STEEL 2"x12" RAFTER (NO. 1 SYP) 128-0698 BQ2"x4" PURLINS 0 20 1/2" O.C. © 2"x4" PURLINS O 21" O.C. (NO. 2 SPF) (NO. 2 SPF) INSULATION STOP/ AIR DEFLECTOR 2"x4" BEV. PURLIN ® FF20O0 HI RIB STEEL 30' S.C. TRUSS • o U FILLER STRIP UD 2"x6" BEV, FASCIA o H4 PURLIN CLIPSOQe 5" O.G. GUTTERS T 144 & 146 FASCIA TRIM�� 2"x8" TIE n # 30' S.C. TRUSS( - ADJUSTABLE JOIST HANGER Q Q SOFFIT ° O wm HI-RIB/SOFFIT CAP R-19 BLOWN-IN INSULATION 2"x6" OVERHANG NAILER -4 MIL VAPOR RETARDER L� z NTERIOR HI-RIB STEEL Z �2) 1/2"x5 1/2" M. BOLTS & 2"x4" TOP BLOCK INTERIOR HI-RIB STEEL 3-2"x6" LAMINATED COLUMN L7 d 4) 20d R.S. NAILS HI-RIB STEEL (KYNAR)@2%8" WITH ADDITIONAL 2"x6' TREATED Z 3/4" O,S.B. WALL FIRE STOP 6" BLANKET INSULATION W/ JOIST LAMINATE TO BOTTOM OF 2"x12" 4 MIL VAPOR RETARDER3-2"x6" LAMINATED COLUMN RAFTER Q� 3-2"x6" LAMINATED COLUMN I . 2"x4" STRIPPING Ls.J 1 1/2"xt 1/2" VERTICAL BLOCKING W L AT COLUMN LOCATION INTERIOR HI-RIB STEEL INTERIOR HI-RIB STEELL� 12'-0" 2"x4" NAILERS @ 24" C C.® 8 812--0'TOO GRADE TO HEEL 2100f MSR SPF GRADE TO HEEL GRADE TO HEEL -I- " 7 CD T#167 TRANSITION TRIM HI-RIB STEEL (KYNAR) 2"x6" NOTCHED NAILER © Q HI-RIB STEEL WAINSCOT (KYNAR) is 7/16" OSB PROTECTIVE LINER i4 T#167 BASE TRIM s (1) ROW 2"x8" TREATED SPLASHUOARD Q ~ 2"x4" NON-TREATED BASEBOARD 1 1/2"x T" BLOCK & T#109 BASE TRIM ; 'n 6" CONCRETE FLOOR 1O 4' WIDE R-11 PERIMETER INSULATION CUT-OFF _ 4 4�81M BASE ANCHOR(D RADE FINISH GRADE .. . , . . . ,,,.:.. :. . -Do FINISH G ` U 4' MINIMUM COMPACTED GRANULAR BASE 2"x6" TREATED BOTTOM PLATE NOTE: CONCRETE FLOOR NOTES O L) asoo Ps4 3 t/2 anc Mlx coNCRETE. 10'-0° THIS SECTION IS THE SAME AS z.) REwvoacmc B.B-iDaO WWM 4'-0" SECTION A-A EXCEPT FOR THE 4'-0" 3. SLOPE GRADE AWAY FROM BUILDING ° 1` PER FOOT FOR A MINIMUM DISTANCE OF 10' PLUS ITEMS AS NOTED. Z p OVERHANG WIDTH. m 4,1 WHEN A VAPOR RETARDER 15 PROVIDED. PLACE A (3) 46M BASE ANCHORS @ C—Mll MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER ON TCP OF A MINIMUM 4" COMPACTED GRANULAR BASE AND DIRECTLY BELOW THE CONCRETE FLOOR, v ' d (3) 46M BASE ANCHORS® Li J 8" THICK READI-MIX CONCRETE PAD. a a a PLACE A MINIMUM OF 8" READI-MIX z CONCRETE AROUND COLUMNS WHEN Q ti 80 SETTING. Of 6.,w LEAN - TO SECTION B - B 18A WLOT 120 M.P.H, WIND SPEED (Vas) J O SIDEWALL SECTION A- A SCALE: i/2" = Q 120 M.P.H. WIND SPEED (V3s) SCALE I/2" = 1'-0" ti FIRST NAIL IN THE FLAT AT THE TOP OTDRAWN BY: AND BOTTOM PURLINS W/2 1/4" N.W. STEPH 841 2 1/4" N.W. NAIL INTO EACH PURLIN NAILS DATE: 04-03-03 NAIL PURLINS TO END RAFTER W/(1)60d CHECKED BY: R.S. NAIL DATE: 9x1" SCREW W/WASHER INTO EACH PURLIN 1 2 3 NAIL LAP RIB FIRST. THEN THE OTHER T#16 GABLE TRIM CENTERED BETWEEN HI-RIB AND FIRST MINOR TWO RIBS. USE 2 1/4' N.W. NAILS REVISED DATE: RIB) TI-RIB STEEL REVISED DATE: REVISED DATE: NOTE: 2"x6" FASCIA DRIVE NAILS & SET SCREWS REVISED DATE: PERPENDICULAR TO ROOF PANEL 1 1/2" R.S. )tj NAIL 2"x4" PURLINS ,w"tl''OF N61,P"r T#194 TRIM USE PENCIL TO MAKE MARK ON ' K� PURLINS LS •�,OPa%S, PANELS SHOWING WHERE NAIL W/1 1/2" R.S. CENTERED ARE LOCATED / WW •�P 'F;�, IN THE FLATS AND 2 1/4" N.W. . / - O , NAILS IN ALL HI-RIBS END TRUSS #9x1" SS SCREWS W/WASHERS k I HI-RIB STEEL—__ USED TO STITCH THE LAP-RIBS BETWEEN THE PURLINS ROOF STEEL TO ENDWALL SCALE: AS NOTED ATTACHMENT DETAIL STITCHED ROOF STEEL ATTACHMENT DETAIL SHEET NO. SCALE 111= 1'-0" SCALE' 1/2" = 1'-0" (1'-0" OVERHANGS) 4 OF 7 OFFICE: CUTCHOGUE, NY 2"x4" PURLINS O 20 1/2" O.C. (4) 2 1/4" R.W. OR JOB N0. 2"x4" BLOCK BETWEEN PURLINS 16 R.S. NAILS 128-0698 T#16 GABLE TRIM 2"x6" BEV. FASCIA T#194 TRIM SIMPSON H4 CLIP(D ® © SOFFIT / A (1) 20d R.S. NAIL THROUGH SOFFIT HI-RIB CAP / / / \\- 2'STRAP & INTO BRACE " 1O END BRACE STRAP o KYNAR HI-RIB STEEL / / / / W/ PRE-PUNCHED HOLES t (BEND TO FIT) 2"x4" TRUSS TIE 2-2"x6" E.C.E. / / 2"x6" DIAGONAL BRACING (3) 1 1/2' R.S. NAILS @30' END TRUSS / FASTENED TO COLUMN W/ o /_________(4) 16d R.S,-NAILS ----- ___ ______________________________ __________ O �, w 0 m __ 2"x4" TIES m z ADDL. 2"x6" NAILER II z T#11 & T#136 © 6od R.S. NAIL / V o x Z a V 20 ga. GALV. PURLIN CONNECTOR Qs TRUSS \ 1 . 1 o z W W Z el z > Z �.. Z(1) 0�9xl- RU-GRIP SCREW ON o PEAK SIDE AND (2) ON EAVE Q- —71 12'-0" NOTE: SIDE OF PURLIN IN HOLES SHOWN GRADE TO HEEL THIS SECTION IS THE SAME AS (JOINT MUST TIGHT BEFORE L� o ,p SECTION A-A EXCEPT FOR THE FASTENING CLIPPS) W� � ITEMS AS NOTED. 0 2"x4" TRUSS TIE DETAIL w SCALE 11/Y = 1'-0" ~� o � U Q o Z o ,a FINISH GRADE j ADDITIONAL 2"x6" NAILER L_Ld 1 2' LONG END c� BRACE STRAP z 4'-0" (1) 20d R.S. NAIL THROUGH Lw STRAP INTO TIE & 1 1 w (3) 1 1/2" R.S. NAILS THROUGH STRAP (3) 46M BASE ANCHORS ( ) / , . N o 1 J Q .- L 8" THICK READ]-MIX CONCRETE PAD. 2"x4" TRUSS TIE PLACE A MINIMUM OF B" READI-MIX CONCRETE AROUND COLUMNS WHEN SETTING. "180DRAWN BY: STEPH 841 DATE: 04-03-03 CHECKED BY: ENDWALL SECTION C- C DATE: 120 M.P.H, WIND SPEED (Vas) TRUSS TIE TO ENDWALL DETAIL REVISED DATE: SCALE: 1/2" = 1"-0° SCALE I IR' = 1'-0" REVISED DATE: REVISED DATE: REVISED DATE: ,fir:f...•:""...mg i' F N w"•'": "D L. 1 * o o. st 'A"p"gnpngpPP SCALE: AS NOTED SHEET NO. 5 OF 7 OFFICE: CUTCHOGUE, NY JOB NO. 128-0698 • in L, o a • I N O (2) 1/2"x5 1/2" M. BOLTS w o O m i m V 7 Z z Z ' ^ O a 3D' S.C. TRUSS Z __ VJ (3) 2"x6" STUB COLUMN —�\ FLAT STEELL J (2) 2"x10° HEADERS z Z (N0. 1 SYP) W HEADER NAILING SCHEDULE L� (2) 2"x12° HEADERS (NO. 1 SYP) HEADER STUB JAMB 0 2"x6° BLOCK T#15 MEMBER COLUMN COLUMN CD T# 124 z T# 129 O.H.D. 2x12 (EACH) 8 B1 Q z `I 2"x2" BLOCK 2x10 (EACH) 6 6 --,;, �ALUMASEAL o T# 151 _ NOfES: 0 '"` T# 154 T# 152 1. NUMBERS ABOVE ARE 20d R.S. NAILS 2"x3" JAMB BEYOND; GRADE BOTTOM REQUIRED PER CONNECTION. o ( 2. PRE-DRILL HEADERS AS REQUIRED BOTTOM 2' TREATED) OF 2"x6" BLOCK TO PREVENT SPLITTING. �+ (3) 2"x6" JAMB COLUMN (BEYOND) 3. IF NUMBER OF NAILS REQUIRED FOR 11. HEADER TO JAMB COLUMN CONNEC110N w V 2"x6" TRACK BLOCK (BEYOND; IS EXCESSIVE TO CAUSE SPLITTING, I . 1 d BOTTOM 2' TREATED) THE EXCESS NAILS MAY BE INSTALLED Z IN HEADER SUPPORT BLOCKING, O OHD HEADER SECTION D - D z SCALE 1 Z o 1 V m IIl v,� O W D � z 0 = W a J 0 o 0 2"x4" PURLIN 2"x4" PURLIN ro l�1 rD 7"1 DRAWN BY: STEPH 841 7�2 © 60d R.S. NAIL DATE: 04-03-03 CHECKED BY: (i @ SIMPSON H4 TIE FASTEN TO DATE: © 60d R.S NAIL TRUSS AND PURLIN W/ (4) 8d x 1 1/2" NAILS REVISED DATE: i 20 ga. GALV. PURLIN CONNECTOR OO � 20 ga. GALV. PURLIN CONNECTOR 9 REVISED DATE: TRUSS \ TRUSS �\ REVISED DATE: REVISED DATE: xmog-l- a}o�'F ti / .O LTG(2) ON RON RU-GRIP SCREW ON 1 O' PEAK SIDE AND (2) ON EAVE .57"(N`� sW PEAKSIDEANDEAV SIDE OF PURLIN IN HOLES SHOWN SIDE OF PURLIN IN HOLES SHOWN r �N i (JOINT MUST BE TIGHT BEFORE (JOINT MUST BE TIGHT BEFORE 0 -`'�°^14amrgcAn FASTENING CLIPS) FASTENING CLIPS) 2" x4" BUTTED PURLIN DETAIL 2" x4" BUTTED PURLIN DETAIL SCALE: AS NOTED SHEET NO. 6 OF 7 OFFICE: 1105 CUTCHOGUE, NY PI. JOB NO. .... . ,. 419 128-0698 TRUSS SPACING 7'-6" O.C. LIVE LOAD 26 PSF DEAD LOAD 4 PSF 2x70 r c. CEILING LOAD _-3—PSF 916° TOTAL LOAD 33 PSF WEB #2 • 0 6x9 " L� a PI. 6"3" WEB #112 NEB #4 12 N 4 EB #3 3x5 2-16.8 PI, 18 Go. a TRUSS DESIGN SPECIFICATION: PI. 13x8 PI. 18 Go. Truss has been designed by computer using the Purdue Plane Structure Analyzer IAW current standards and WEB #5 O 0 specifications of recognized engineering principles. 16x9 PI, w M 9x9 6x9 Trusses are manufactured by Morton Buildings, Ino, 18 Ga. PI. PI. ::off..... 15 1/2„ '' w a..". " """." LUMBER SPECIFICATION (1997 NDS for Wood Construction): Ing ... 2"x8"2"x8" L.C. z Lower Chord -- 1950f — 1.5E MSR Southern Pine • Top Chord --- No, 1 K.D. — 19 Southern Pine CAMBER AT CENTERLINE Web Members -- No. 1 K.D. — 19 Southern Pine 3/4„ 3"3-3/16"' 8'3-3/16" Z TRUSS PLATE SPECIFICATION (ICBG Evaluation Report No. 2929): 14'10-1/2" ASTM A-653, Grade A 20 Ga. and 18 Ga, where noted, I 1 galvanized steel Morton truss plates identified by a I r l hexagon stamped every 1-1/4" along the center of the plate. CCP 3O' S. C. TRUSS z Z_ .J J l� V J J W RAFTER LENGTH 15'8-1/8" SCALE, 1/2• = 1"-0" Webs are 2x4's except where noted cl� 7 O I 1` 0 z� \ Z 0J1 0 '. LLJ � t2 _ — — — — — — — LU• W, Z Of -D U 0 Zx 0 ED W z Ljj a ui 0 i DRAWN BY: STEPH 841 DATE: 04-03-03 a CHECKED BY: DATE: REVISED DATE: —� REVISED DATE: REVISED DATE: REVISED DATE: NOTE: 1-14 CLIPS TO BE USED ON FIRST ROW �yF NF OF PURLINS FROM SIDEWALL, FIRST TWO ROWS O1 30' S.C. TRUSS @ �y�y4p� L. S 0li, O FROM PEAK, AND AT PURLIN TO END TRUSS. T-6'" O.C. TYPICAL u 1 Qz 2"x4" LOWER CHORD TRUSS TIES O T 3'-9"" O.C. TRUSS/BRACING LAYOUT 1b 9, ' ti <Q 2"x6" DIAGONAL END BRACES SCALE1/4' = 1'-0" APPROXIMATELY 7'-6" O.C. ineeen� Q 2"x12" RAFTER SCALE: AS NOTED SHEET N0. 7 OF 7