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HomeMy WebLinkAbout29645-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30244 Date: 06/16/04 THIS CERTIFIES that the building ACCESSORY Location of Property: 100 MAILLER CT SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 70 Block 9 Lot 52 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. 29645-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 WITH COVERED PORCH AS APPLIED FOR. The certificate is issued to LILLIAN C HESSE (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2000763 05/10/04 PLUMBERS CERTIFICATION DATED N/A 1 h ized 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. 29645 Z Date AUGUST 12 , 2003 Permission is hereby granted to: LILLIAN C HESSE 1735 CLEARVIEW AVE SOUTHOLD,NY 11971 for CONSTRUCTION OF AN ACCESSORY 301X 24 ' GARAGE WITH COVERED FRONT PORCH IN THE REQUIRED REAR YARD AS APPLIED FOR at premises located at 100 MAILLER CT SOUTHOLD County Tax Map No. 473889 Section 070 Block 0009 Lot No. 052 pursuant to application dated AUGUST 11, 2003 and approved by the Building Inspector to expire on FEBRUARY 12 , 2005 . Fee $ 195 . 00 Authorized Signature ORIGINAL Rev. 5/8/02 Form No.6 28 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$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.4—4—014 New Construction: X. Old or Pre-existing Building: (check one) Location of Property: Lcp House No. Street ��"" Hamlet Owner or Owners of Property: _LXL4=,PA/J �4 ik J J Suffolk County Tax Map No 1000, Section 770 Block Lot 2 Subdivision 6ml�l Filed Map. q-7-7 0 Lot: Zg Permit No. Z9(d- �` Date of Permit. Applicant: Health Dept. Approval: NA Underwriters Approval: _T*r P41Q Planning Board Approval: 'I V Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 25 3w�I� 1e G _V— AppficdAigq1ure I ill cncl�rJ�cJ�c!'cnrJ�cPrJcncl�rJ�rJ�c1cJ�cPcPr�cJ�clrJfflj o c , 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 RWRITERS , S 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET NEW YORK, NY 10038 5 j CERTIFIES THAT 5 S S 5 Upon the application of upon premises owned by 5 55 5 c5 HANS DICKERSON HANS DICKERSON1735 C� SOU HOLD, NY 1 AVENUE71SOU HOLD, N 1735 I 11971 5 5 Located at 1735 CLEARVIEW AVENUE SOUTHOLD, NY 11971 5 5 Application Number: 2000763 Certificate Number: 2000763 5 5 S rj Section: Block: Lot: Building Permit: BDC: ns11 Cj 4 5 S Described as a Residential occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 55 U � First Floor,Detached Garage,Outside, 5 5 5 , A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 Sherein, was conducted in accordance with the requirements of the applicable code n 5 q pp and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the 10th Day of May,2004. 5 5 5 Name OTY Rate Rating Circuit Tyne Amount 5 Panels 5 5 1 50 2 $0.00 5 Wiring and Devices S 5 Receptacle 2 0 General Purpose $0.00 5 Switch 2 0 General Purpose $0.00 5 Fixture 6 0 Flourescent $0.00 �,I 5 5 Invoice Total $65.00 5 5 S 5 S 5 5 ' 5 5 , 5 ' 5 5 ' 5 55 sea/ 5 i5 5 1 of 1 S This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. S 5 5 �' D rJ� r1� rJ� cn rJ�rJclr.P cn cnrJ�cn�ncncncnrJcnc.frJ�urJ�l-cn�ncnr�cnr�rJ�r�c.ncJ�rnr��n o Applicant/ Date. Owners Name: Lr Reviewed: 1 Architect/ Date •Cngineer: Submitted: f SCTM M: District: 1,000 section: -70 131ock: Lot: Project Subdivision Location: �� _ Name: j ( single A separate Required certification: (Yes/No) Req. Req, G 'Coning Uislricl:/�'� Il,ot size: .Actual_� Cl" � I (Col covera6e I'rupnsc Req. T Rr i Rcq (Front Yard ro s / Prorosed: (Rear Yard Proposed A- Project Description A GENCN'..PERMITS Permit REQ WRED FOR REVIEW N.A. NO YES Number Suffolk County Health Dept. New York State D. E. C. Town Trustees Town Zoning Board approval Tov,m I'Luuuug Board approval _ -- Flood Plane Elevation Flood Zone: t0 ole : Awed Design A Group P.C. August 07, 2003 Mr. Bill Kelly Morton Buildings, Inc. Cox Lane Industrial Park 22355 County Rd 48, Unit 4 Cutchogue, NY 11935-1146 RE: Lillian Dickerson 24'w x 10'h x 30'I Garage Southold, NY MBI ]OB # 128-0696 Dear Bill: Please be advised that my drawings for the subject project dated 04/09/03 reflect an engineered design specifically made for Lillian Dickerson. Yours truly, ®��►�oFaniEhw,, Allied Design A&E Gro tO C•o • .�'o"°; a • ��' SGS � OO• R Ronald L.Sutton, PE 3'�� • ;k,•sn�9, R" Presidentflr �� ��1*`" • #8 x 3 1/2" WOOD SCREWS FASTENEDTHROUGH THE ALUMINUM DOOR SIDE JAMBS JOB NO. INTO THE 2x4 ROUGH FRAMING. PRE-DRILLHOLES IN ALUMINUM DOOR JAMB TO 128-0684 ACCEPT ••D SCREWS. SCREWS ARE NOT . • THE SILL. - H AD FLASHING HEAD FLASHING ' 40" WIDE x 82 1/2" TALL DOOR SLAB /�Ia�i►IOI;���iI01;��► �L,���IA1�IA�I�II�► 1 I��I�.I��IO1`.jIO1► ►�I�IOI�IOIOIOi► • • �I�.IIOIO�I�.IO�IpIs'1 O.S.B. /.IOI�.I/IpIOIp�► ��jIOIO�IpIO�IpIOi► ��O�I�IO�I�IO�I�COi • ►�'I�I/I�IOIOIOi► • • • ELEVATION • • • SECTION ••D WIDE x 82 • ` '� INSTALLATIONAS SHOWN ABOVE TO AVOID DOOR O.S.B. • • DOOR JAMB , �� ~ LLQ : • . ■ AV1111,11 2x4 ROUGH FRAMING • • • JAMB DETAIL WINDBORNE DEBRIS PROTECTION 9100 WALK 111' SHEET NO. FFICE: 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. H HEAD FLASHING FINNED WINDOW 55" WIDE x 36" TALL L.Li 7/16" O.S.B. PANEL z ii j Z SILL FLASHING if i: I: _T If if _j 0 ii it 1ti is it ij if if C= — FINNED WINDOW SECTION 55" WIDE x 36" TALL o 7/16" O.S.B. PANEL L&j (n FINNED WINDOW ELEVATION 9=1 cc mm 1 #8 x 3 1/2" WOOD SCREWS SPACED 5599 WIDE x 36" TALL c_w> AS SHOWN ABOVE TO AVOID DOOR cx)a 7/16" O.S.B. PANEL L..j INSTALLATION SCREWS L j - "�I OOR S -LRE W WINDOW JAMB FLASHING 2_x4 ROUGH FRAMING 4L10 c FbRAYM BY: JAW FINNED WINDOW JAMB DETAIL DATE: 8-07-03 CHECKED BY. DATE: REVISED DATE: WINDBORNE DEBRIS PROTECTION - FINNED WINDOW SCALE: SHEET NO. cn 2 OF2 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 Frame 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 mm)above grade shall meet the provisions of the 1609.4. The provisions shall not apply to buildings 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- mm) or higher if located in exposure B or 30 ness of 7/ inch(11.1 mm)and maximum panel feet(9144 mm)or higher if located in exposure span of 8 feet(2438 mm)shall be permitted for C; opening protection in one-and two-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- e.The hill, ridge or escarpment is unobstructed ponents and cladding loads determined in 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 h1609.1.4 is permitted for buildings with a mean eight of the hill or 1 mile (1.61 km), which- 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- TABLE 1609.1.4 ture projected on a vertical plane normal to the wind WINDBORNE DEBRIS PROTECTION FASTENING direction. In the calculation of design wind loads for SCHEDULE FOR WOOD STRUCTURAL PANELSa,b,c components and cladding for buildings, the algebraic FASTENER SPACING Inches ~-. sum of the pressures acting on opposite faces shall be taken into account.The design pressure for components FASTENER panel 2 feet s 4 feet< 6 feet< and cladding of buildings shall not be less than 10 TYPE span Panel Panel Panel pounds per square foot (0.479 kN/mz) acting in either s span span span 2 feet 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 21/2#6 Wo 16 16 12 9 10 pounds per square foot (0.479 kN/mz)multiplied by Screws the area Af. 21/2#8 Wood 16 fA I 1"16 12 1609.13 Anchorage against overturning, uplift 'Screws ;? sliding. Structural members and systems, and compo- arItor SI: 1 inch=25.4 mm, t=304.8 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 load combinations of Section 1605.3.2 are used,only two-thirds of the minimum dead load likely 1609.1.4.1 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 constitute an open or partially enclosed building as in the lower 60 feet(18 288 mm) in buildings shall be defined in Section 1609.2. Open and partially assumed to be openings unless such glazing is impact 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. t 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 Apri114 2004 Town.of Southold Building Dept. Town Haul Southold,NY RE:Lillian Dickerson 24'w x 10' h x 301 Garage , Southold;NY MBI JOB # 128-0616 Permit#29645 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 dated 04/15/03 including the following: 1)Footings were placed 4' 8"below grade and were drilled 18"in diameter. 2)2 -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 Tedi-mix footing was poured and an additional 8"of redi-mix was placed around the columns when setting: Yours jruiy, N�f NE W yo ied Design A,&E Group,PCS . L0. . co ` z. Ronald L.Sutt ,;PE President � • o LUMBER SPECIFICATIONS Truss Design Load - 360 pif Top Chord 2X8 SYP NO. 1 KD19 1 . 7E6 Lower Chord 2X8 SYP MSR 1950 1 . 5E6 1 Webs 2X4 SYP NO. 1 KD19 1 . 7E6 Req'd Truss Load - L}-0 psf at7.5 OC. = 300 pif LOADS TRUSS PLATE DATA - (ANSI/TPI 1-1995) 20 GA. 18 GA. TCLL (o psf Load duratl on factor = 1 . 15 AA 86 ps; 108 Ps; TCDL 3 psf Lateral EA 87 PS; 101 Psi LCDL psf Design Value AE 59 Psi 43 Psi EE 63 Psi 46 Psi Tensile Value 0° 403 pl; 610 pli 90. 403 pli 610 pli Shear Value 00 275 pli 410 pl i MEMBER FORCE TABLE 30. 259 pli 361 pl; 60. 315 pl; 410 Pt Member Forces Member Stresses 90. 276 pli 403 pl i Bendi ng Axi at Bending Axi al 120. 261 pl; 363 p1; Member CSI (i n-t bs) 0 bs) (psi ) (psi ) 150. 306 pl; 428 pli TC1 917 -12713. -7349. -967. 5 -675. 8 TC2 962 14594, -6558. 1 1 1 0. 6 -603, 0 11x13 LCI 671 8322. 6687. 633. 3 614. 9 PI. LC2 592 8322, 5325. 633. 3 489. 6 W1 177 0. -1468. 0 -279. 6 S'g•, W2 204 0. 1292. 0 246. 0 2k8x�4. W3 066 0. 208. 0 79. 3 TC2 12 W2 4x5 i 4 11x16 Pi. i�txiw W3 PI TC1 8x13 PI. OF NEWjy W1 5'3" 16x8 PI. 9x9 :?il» lei "03 • 18 Ga. PI. :::.::: ...s ,O 15-1/2" �d ....... .... .... LC2 ""' LC1 2x8x12' "" CAMBER AT CEtt1ERLItJE ••• ss� 4� 1/12 4'7-1/16" I ` o 11'10-1/2" 0 h Truss Reaction; 4192. 500 t bs. L ►L1.1A4 -TC)tcKF-a -i.o FCP 24 S.C. Truss ©LMorton Buildings 765-1 802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FO DATION 2ND [ ] INSU TION [ FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMA KS: Z/ DATE �� � C INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROU PLBG. [ ] FOUNDATION 2ND [ ] I CATION i [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: AA DATE INSP FIELD INSPECTION REPORT DATE COMMENTS ■d FOUNDATION(1ST) - - - - -- ---- - — - y ------------------------------------- FOUNDATION -----------------------------------FOUNDATION(2ND) ROUGH FRAMING& PLUMBING INSULATION PER N.Y. _ STATE ENERGY CODE -- Al s FINAL 00, ADDITIONAL COMMENTS n — -- - — �' g - � z _ b - tJr o - - r TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALF Board of Health SOUTHOLD,NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. Examined20 Trustees ' Contact: Approved 20 Mail to: Disapproved a/c Phone: Expiration 20 Building Inspector APPLICATION FOR BUILDING PERMIT � Date -- I y 200 INSTRUCTIONS a. •s.applitiori'` ompletely 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. 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 applic r; icable laws, ordinances,building code,housingcode and re authorized sectors:'bn r s building for necessary gulations, and to admit �---.-.. _� � g ary inspections. AUG 1 12003 f v d' (Si f a licant 6r name,if a corporation) �t N�� (Mailuig addrZT licant) State whether applicant is owner, less a ent chitect en V �- �ok-- g gineer, general contractor, electrician,plumber or builder NaTe of owner emises e tax roolatest deed) If applicant is a corporation, si y authorized officer (N d 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: 7 House Number Street Hamlet County Tax Map No. 1000 Section 0 Block 9 Lot < Subdivision � Filed Map No. ''47?4' Lot Zift (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancyc b. Intended use and occupancy Z. 4h1- GAP.,AC,uz 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 2. G2`7 Fee (To be paid on filing this a plication) 5. If dwelling,number of dwelling units At Number of dwelling units on each floor If garage, number of cars 7 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 44 1 Rear , Depth Height Number of Stories Dimensions of me structure with alteration QQr additions: Front_ f+ RearkLal Depth Height J04 Number of Stories 8. Dimensions of entire new construction: Front Rear 11�x> Depth Height 117s` Number of Stories 1 9. Size of lot: Front ♦ "' Rear 494 Depth Zjr% 11FDate of Purchase Name of Former Owner C i QI LrZC- ' Zone or use district in which premises are situated oes proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO-KWill excess fill be removed from premises? YES NX- 14.Names of Owner � � of remises L. LL dress 0Phone No. VS-- Ise Name of Architect Address (-bf l Phone No �-�!P.�� Name of Contractor 7�i+ Address c�Gk+04LAL Phone No. 414010 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 VE 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) COUNTY O 9L-F—�Zg being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractf,Agent,C rporate 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. 2nyof me this 20C Notary Public S ature of A cant Claire L. Glow Notary Public, State of New York No.01 GL4879505 aualifled in Suffolk Cou commission Expires Dec.8 TL EDUPGTIOf'Ti�RVE IPAp XAD 9(AL OR glAtING f ' . 'THE LAt�U SU �.. EM6O55ED SEA!:1.'•!! SE GOt`SIDE0.E0 TO 6E A VALID f.UN IN Y ♦ GUATL:S it::'.�� i n. J.•YLr ONLY TO `Y 0• ♦.. Ty 1litF CO A.... ' .�.... A�s:cy ANO /r O --mum At�•D �G 4rS:rttirS.. t'�"V 1 ..s.:. ESTI• l Gfr'i.ii LEi•. i0 Tl1E ASS.G`' hO1 TKANSF�' SLE EM < n L D:SsIiuito, OR J H 4vr_,0,_4,4 Aw oCc -4 cc ,-4 a m En I 1 i x o ch f Cv Et W 4-- tT) O U3 U U •ri O GT -4 1 in L O C" I �•`r r u jyi T +I j •'i: %i,^Yr 4/!�{/�/I�{;�rC,'r 4f��i t�/ 't�� .D7' /ire+l� /� •'.gip.. - -- •!a�''rC. ~ t..I1.IAd ...L.Cr �. Sx /� �, f��'••,�►,/� t. I ,/ „r l 1;,..{.1C�...`. 7 v'�5 •�1 „r"•r�'�tA�T�a +ti -- t - MUM r r.. t OFFICE: CUTCHOGUE, NY MORTON BUILDINGS GENERAL SPECIFICATIONS JOB NO. 128-0696 LAMINATED COLUMNS - NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S COLUMNS USED IN MORTON BUILDINGS ARE PRESSURE TREATED BELOW GRADE TO A RETENTION OF .8 • ux POUNDS PER CUBIC FOOT WITH CHROMATED COPPER ARSENATE TYPE III, OXIDE TYPE, AS LISTED IN L� o a FEDERAL SPECIFICATION TT-W-571J. THE TREATED PORTION OF THE COLUMN EMBEDDED IN GROUND �o N SHALL BE LAMINATED WITH STAINLESS STEEL NAILS. w p, FOOTINGS AND ANCHORAGE - COLUMN HOLES ARE DUG 4 FEET DEEP MIN, DEPTH BELOW GRADE AND n READY-MIX CONCRETE PADS OR DRY CONCRETE MIX PADS ARE POURED IN PLACE (NOTE PLANS FOR m m SIZE & TYPE), TWO GALVANIZED STEEL BASE ANCHORS ARE PLACED 1" FROM BOTTOM OF COLUMN C PANCY OR C.D z OR 1/2' GALVANIZED STEEL ROD PLACED 2 1/2" FROM BOTTOM OF COLUMN. ADDITIONAL CONCRETE E UNLAWFUL Z Z C 7 MIX IS PLACED AROUND BASE OF COLUMN THEN BACKFILLEDALLI ® I UT CERTIFICA E WITH SOIL AND COMPACTED AT 8" INTERVALS.SPLASHBOARDS - SPLASHBOARDS ARE NO. 2 OR BETTER SOUTHERN YELLOW PINE 2"x8" S2S AND CENTER CUPANCY MATCHED, PRESSURE TREATED TO NET RETENTION OF .6 POUNDS PER CUBIC FOOT WITH CHROMATED COPPER P4 � j ARSENATE TYPE III, OXIDE TYPE, IN ACCORDANCE WITH AMERICAN WOOD PRESERVERS' ASSOCIATION SPECIFICATION QPPI�(1� ' Ed DATES&b_ B: C2. ONE ROW IS FURNISHED FOR BUILDING ON A LEVEL SITE, °EE /9s BY: FRAMING LUMBER - SIDE NAILERS ARE 2"x4" S4S OR 2"x6" SPF NO.2 OR BETTER SPACED APPROXIMATELY 30" O.C. CERTIFICATION OF _ aGn1` • �Fv BUILDING DEPARTMENT AT ^ T WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS ROOF PURLINS ARE 2"x4" S4S NO. 2 OR NAILING B CONNECTIONS V=51802 SAM TO' 4 P °OR THE Lt OWING INSPECTIONS. A" 3E REQUIRED. OUNDATION • TWO REQUIRED BETTER ON EDGE SPACED APPROXIMATELY 24" O.C. ALL OTHER FRAMING LUMBER IS NO. 2 OR BETTER. OR POURED CONCRETE ROOF TRUSSES - FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS HOUGH FRAMING F PLJMBING INSULATION ALL CONSTRUCTION SHALL ()NAL - ia OION MUST REQUIRED AND KILN DRIED LUMBER AS SPECIFIED, IN-PLANT QUALITY CONTROL INSPECTION IS CONDUCTED ` PC COMPLETEPLETE FOR C.C. UNDER THE AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN ACCORDANCE WITH MEET THE REQUIREMENTS OF THE C^NSTRUCTION SHALLMEEIFTHE CODES OF NEW YORK STATE. aF4u06MENTs oFTHEcoDESOFNEw U CURRENT STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. YOZV nMF NOT RESPONSIBLE FOL 6.SC03R CONSTRUCTION ERROR coo SIDING PANELS (KYNAR 500/HYLAR 5000) - 0.019" MIN„ G90 GALVANIZED OR AZ55 UNDERWRITERS CERTIFICATE GALVALUME, WITH AN ADDITIONAL BAKED-ON KYNAR 500/HYLAR 5000 F1141SH WITH REOUIRED U mo A NOMINAL 1 MIL PAINT THICKNESS ON EXTERIOR, �i C= ROOFING PANELS (FLUOROFLEX 2000 (TM)) - 0.019" MIN., AZ55 GALVALUME WITH AN ADDITIONAL BAKED-ON THICK POLYURETHANE PRIMER AND KYNAR 500/HYLAR 5000 TOPCOAT V p m WITH A TOTAL MINIMUM PAINT THICKNESS OF 2 MILS ON EXTERIOR. �' p a TRIM - DIE-FORMED TRIM OF 0.019" MIN., G90 GALVANIZED OR AZ55 GALJALUME STEEL 1 1 ON GABLES, RIDGES, CORNERS, BASE, WINDOWS, AND DOORS WITH SAME FINISH AS _ 0 ROOFING OR SIDING PANELS. BUILDING DESIGN CRITERIA D m CODE: 2002 BUILDING CODE OF NEW YROK STATE W a GUTTERS - 5" K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, KYNAR 500/HYLAR 5000 USE GROUP U ''" CONSTRUCTION TYPE VB C J rn FINISH TO MATCH TRIM, ON BOTH SIDES OF THE BUILDING, FLOOR AREA 720 SQ. FT. �� o MEAN ROOF HEIGHT 13.5 FT. ADDITIONAL NOTES BUILDING CATEGORY II LIVE ROOF LOAD DESIGN 36 PSF 1.) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS INCORPORATED AS PART GROUND SNOW LOAD 45 PSF WIND SPEED Vas 120 MPH TYPICAL LUMBER SPECIFICATIONS - 1997 N 5 OF THESE DRAWINGS. WIND IMPORTANCE FACTOR 1.0 SIZE DESCRIPTION BENDING VALUE Fb DRAWN BY: J D 821 EXPOSURE CATAGORY B 2'x4" NO,1&2 SPF 1313 PSI 2,) ALL INTERIOR PARTITIONS AND ROOM FINISHES IF NOT INCLUDED WITH THESE DRAWINGS SHALL BE PROVIDED INTERNAL PRESSURE COEFFICIENT ±0,1B 2"x4' 2100f MSR SPF 2100 PSI DATE: 4/03/03 BUILDING DESIGN CONDITION ENCLOSED 2"x6" NO.1&2 SPF 1138 PSI CHECKED BY: CMD BY OWNER. STANDARD FINISHES SHALL HAVE LESS THAN 200 FLAME SPREAD RATING AS REQUIRED BY ZONE 1 14.9,-23.7 PSF 2"x6" NO, 1 SYP 1650 PSI COMPONENT & CLADDING ZONE 2 14.9,-50,1 PSF 2"x8 NO. 1 SYP 1500 PSI DATE: 4/08/03 ASTM E84 FOR ORDINARY CONDITIONS AND 25 OR LESS FOR EXITS, PASSAGEWAYS, AND CORRIDORS, WIND LOADS ZONE 3 14.9,-50,1 PSF 2 x10 NO. 1 SYP 1300 PSI REVISED DATE: ZONE 4 25.9,-28.1 PSF 2"x12" NO, 1 SYP 1250 PSI 3.) FLOOR COVERINGS JUDGED TO REPRESENT AN UNUSUAL HAZARD SHALL MEET THE SAME TESTING PROCEDURES ZONE 5 25.9,-34.7 PSF I ALL 1950f MSR SYP 1950 PSI REVISED DATE: 1 1 22"x AS REQUIRED FOR WALL AND CEILING FINISHES. "x1165LAMINATED VENEER LUMBER 2800 1650 2400 PSI PSI REVISED DATE: 3 1 GLU-LAM PSI 51 4'x16 112' GLU-LAM REVISED DATE: 4.) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED DIFFERENTLY ON SPECIFIC 51 4"x191 2" GLU-LAM 2400 PSI NOTE: HIGHER GRADE MATERIAL REQUIRED AS NOTED ON PLANS. JOB DRAWINGS OR SUPPLEMENTAL INFORMATION. 5.) KYNAR 500 IS A REGISTERED TRADEMARK OF ELF ATOCHEM NORTH AHERICA, HYLAR SHEET INDEX 5000 IS A TRADEMARK OF AUSIMONT, USA, SHEET DESCRIPTION I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN' FOR y'AyP • D L. SGT 1 OF 6 SPECIFICATIONS & SHEET INDEX THIS BUILDING WAS PREPARED BY ME OR UNDER MY CS2x4FK 10-00 Z OF 6 COLUMN PLAN DIRECT SUPERVISION AND T AMY IC�NSED/ * ;� _, F REGISTERED PROFESSIONAL NG EER. 3 OF 6 ELEVATIONS ;� n6.�h9 4 OF 6 SECTIONS & DETAILS RONALD SUTTON, P.E. 4'N., 5510 5 OF 6 SECTION & DETAIL MICHAEL L. McCQRMICK P.E.S�� F 6 OF 6 TRUSS DRAWING, DETAILS, & TRUSS LAYOUT DATE: 04.09-0 REG. # : SCALE: AS NOTED SHEET NO. 1 OF 6 OFFICE: CUTCHOGUE, NY JOB N0. " a N o 'r 7'-41/2• 7'-6' 7'-6' 7-41/2• P-O" NDN-VENTED SIDEWALL OVERHANGS • o A • NON-VENTED ENDWALL OVERHANGS � M 23'-9" 6"° 23'-9" I 18"0 18"0 78"0 18"m �� M 5 O w A o o � 4 _ I _ � _ C 15'-10 1/2' w 5 5 ©j Z U o 12'-11 1/2' m D D o O 4 10'-91/2" B'0 5 5 L G o G Z 5 5 5 1� i V is I8 0I = U 1B"0 18"0 18"0 18"m 7'-51/2. 7'-6" 7'-6" 7'-51/2" PORCH COLUMN DIMENSIONS 1 ^�F.C]I12 �� o n NOTE: h--1 ,U, M THE PORCH CORNER COLUMN IS SET OUT AN N ADDITIONAL 1" ALONG THE LENGTH OF THE PORCH cn �� Z n WHEN A PORCH CORNER COLUMN AND AMAIN SOUTH SIDEWALL 7'-41/2" 7-4" 7'-6" I 7'_41/2^ BUILDING CORNER COLUMN "APPEAR" TO LINE UP. COLUMN DIMENSIONS K >4 o ZX 0 a Nr> m COLUMN PLAN Cn W o � Z W W _ a J 00 Q 00 DRAWN BY: J D 821 DATE: 4/03/03 CHECKED BY: DATE: REVISED DATE: II\\ II REVISED DATE: �I REVISED DATE: REVISED DATE: COLUMN PLAN LEGEND o - 3-2"6" LAMINATED COLUMN LOCATIONS ■ - HEADERED TRUSS LOCATION „x"'"pF Nph;•.,,° m- 3068 9-LITE PLAIN SLAB 9100 WALKDOOOR W/ LOCKSET O- (2) 4030 9-LITE HAYFIELD VINYL SLIDING WINDOWS W/ SHUTTERS i - 2 10'x8' OVERHEAD DOORS - 1" H.D. THERMAX IN ENTIRE BUILDINGp p - 2'-6"x2'-6" NON-FUNCTIONAL CUPOLA - 81M BASE ANCHOR iE 81 - 30' S.C. TRUSSES 7'-6" O.C. TYPICAL 2' 8' - CONTINUOUS 2"x4" LOWER CHORD SCALE: �y 1 aye TRUSS TIES @ 4'-0" O.C. AND 2"x6" DIAGONAL 1' 4' 16 net°'K END BRACES APPROXIMATELY 8'-0" O.C. TYPICAL ROUGH OPENING S HEDULE 18"0 - 18" DIAMETER FOOTING W/ UNIT SYMBOL B" THICK READI-MIX CONCRETE PAD. FROM LEGEND WIDTH HEIGHT SCALE: AS NOTED PLACE A MINIMUM OF 8" READI-MIX �i 37 3 4" 80 3 4" CONCRETE AROUND COLUMNS WHEN m 52 1 4" 33 5/8" SHEET NO. SETTING. 2 OF V OFFICE: CUTCHOGUE, NY JOB NO. 128-0696 o L� a n 1._0" m N w w M II-- 3'-0" WIDE = w (ZONE 2 & 3) 3'-0" WIDE m E 2 (ZONE 2 &ID3 ) Imo— + F— (ZONES 2 & 3) (ZONE 2) 2'6"x2'6" CUPOLA t~ ,yam/ C.f�o 2 (ZONE 1) T#5 RIDGECAP T#16 GABLE TRIM / , p 3'_ O" WIDE O a (ZONE 2 & 3) 41 12 I— 3'-0" WIDE WE (ZONE 2 & 3) r^ �_ 5" O.G. GUTTERS HI—RIB STEEL Z T#21 CORNER TRIM HI—RIB STEEL T#167 TRANSITION TRIMVEEE T#21 CORNER TRIM HI—RIB STEEL WAINSCOT T#167 TRANSITION TRIM e T#21 CORNER TRIM HI—RIB STEEL WAINSCOT T#170 BASE TRIM T#21 CORNER TRIM T#170 BASE TRIM 24'-0" WIDE (ZONE 4) 3' O" WIDE 18'-D" WIDE (ZONE 4) (Z WIDE (ZONE 5) (ZONE 5) 3' O (Z WIDE 3' O WIDE (ZO NE 5) NORTH ELEVATION (ZONE WEST ELEVATION (ZONE 5) r� W f— o 1 l � 2 Q o X ^ O V m �7 a W I Q � I Z 3'-0" WIDE (ZONES 2 & 3) 1 . I a 3'-0" WIDE 3'-0" WIDE + —J to (ZONE 2 & 3) � (ZONE 2) 2'6"x2'6" CUPOLA (ZONE 2 & 3) T#16 GABLE TRIM __jo Imo— (ZONE 1) T#5 RIDGECAP 3'-0" WIDE Q 3'-0" WIDE 12 (ZONE 2 & 3) (ZONE 2 & 3) 12 4 7 i - - DRAWN BY: J D 821 5" O.G. GUTTERS -' DATE: 4/03/03 HI-RIB STEEL HI-RIB STEEL mum ® l ® T#21 CORNER TRIM HI-RI CORNER TRIM CHECKED BY: 11 T#167 TRANSITION TRIM TRANSITION TRIM DATE: HI-RIB STEEL WAINSCOT HI-RIB STEEL WAINSCOT T#21 CORNER TRIM T#21 CORNER TRIM REVISED DATE: T#170 BASE TRIM - T#170 BASE TRIM REVISED DATE: ��� REVISED DATE: �24'-0" WIDE (ZONE 4)-0" WIDE (ZONE 4) L� 18'-0" WIDE (ZONE 4)-0" WIDE (ZONE 4) L REVISED DATE: 3'-0" WIDE 3'-0" WIDE 3'-0" WIDE 3'-0" WIDE (ZONE 5) SOUTH ELEVATION (ZONE 5) (ZONE 5) (ZONE 5) EAST ELEVATION P� OF NE4y'y ,� O l r F 00 SCALE: AS NOTED 2' 8. SHEET NO. SCALE: 1, 4 16' 3 OF 6 OFFICE: 1" H,D, THERMAX CUTCHOGUE, NY (DFF2000 HI-RIB STEEL ROOF STRUCTURE FASTENING SCHEDULE JOB NO. Q 2"x4" PURLINS ® 18" O.C. 28-0696 (N0, 2 SPF) 2"x4" BCV, PURLIN Qi T#5 RIDGECAP 0.135" x 4' RUBBER WASHER RING SHANK GALVANIZED NAIL AT EVERY HI-RIB (1'-0° WIRE MESH 2 HI-RIB STEEL TO 2"x4" PURLINS 0.135" x 4" RUBBER WASHER RING SHANK GALVANIZED NAIL AT EVERY HI-RIB (1'-0' o.c.) T#178 .] 20 ga. GALVANIZED PURLIN CONNECTORS #9 x 1" TRU-GRIP SCREWS • o 2"x6" BEV. FASCIA a 2"x4" PURLINS TO TRUSS 0.200' x 6" (60d) RING SHANK NAILS IN PRE-DRILLED HOLE " d' o SIMPSON H4 CLIP s H4 CLIPS TO 2"x4" PURLINS (4) 0.131" 8d x 1-1/2" RING SHANK NAILS I, 5" O.G. GUTTERS ( ) T#144 & 146 FASCIA TRIM 24' S.C. TRUSS 0 s H4 CLIPS TO TRUSS (4) 0,131" (8d) x 1-1/2" RING SHANK NAILS N I6 n SOFFIT -- Oi 24' STRAIGHT CHORD TRUSS TO COLUMN 2 1/2"z5 1/2" MACHINE BOLTS n HI-RIB/SOFFIT CAP (2) 1/2"x5 1/2° M. BOLTS & (4) 0,177" x 4" (20d) RING SHANK NAILS (4 20d R.S. NAILS O m 2"x6" OVERHANG NAILER DC � F-� V z HI-RIB STEEL (KYNAR) V 3-2"x6" LAMINATED COLUMN r^ 2"x4" NAILERS 24" O.C. II IV'�1 1 1 2100 MSR SPF / . 4J 10'-0" 1" H.D. THERMAX //'� "�� L GRADE TO HEEL 2"x4" PURLINFIIII T#167 TRANSITION TRIM 77" ' \ - I 1'T 2"x6" NOTCHED NAILER 0 l07\) V "{" )a HI-RIB STEEL WAINSCOT (KYNAR) 5n 60d R,S. NAIL ~^{ 7/76" OSB ID PROTECTIVE LINER ^ T#170 BASE TRIM SON TIE FASTEN TO TRU , TRUSS AND PURLIN W/ (4) (1) ROW 2"x8" TREATED SPLASHBOARD OR 8d x 1 1/2" NAILS 4" CONCRETE FLOOR 20 ga. GALV. PURLIN CONNECTOR Q n~ � 81M BASE ANCHOR TRUSS o � IIII O L-0 1 d FINISH GRADE4" MINIMUM COMPACTED GRANULAR BASE CONCRETE FLOOR NOTES o• 1.2) 35RO PSI, 5 1/2 RAO MIX CONCRETE. ],)) SLOPE GRADE AWAY FROM BUILDING D' I• PER FOOT FOR A MINIMUM DISTANCE OF 10' PLUS 4'-0" OVERHANG WIOTH. a.) WHEN A VAPOR RETARDERPOLYETHYLENE IS PROVIDER, PLACE A MINIMUM 8 MIL POLYETHYLENE VAPOR RETARDER ON •— TOP OFA MINIMUM a• GRANULAR BASE AND DIRECTLY BELOW THEHE CONCRETE CONCRETE FLOOR. Z (2) 45M BASE ANCHOR (1) #9x1" TRU-GRIP SCREW ON LD 8" THICK READI- MIX CONCRETE PAD. PEAK SIDE AND (2) ON SAVE d PLACE A MINIMUM OF 8" READI-MIX SIDE OF PURLIN IN HOLES SHOWN �� d CONCRETE AROUND COLUMNS WHEN (JOINT MUST BE TIGHT BEFORE 1 1 SETTING. FASTENING CLIPS) Q "E1-0 2"x4" BUTTED PURLIN DETAIL . SIDEWALL SECTION A- A J Vi 120 M.P.H. WINO SPEED (Ws)SCALE: 1/2' = 1'-0" Q o DRAWN BY: J D 821 WALL FRAMING FASTENING SCHEDULE DATE: 4/03/03 CHECKED BY: DATE: eO 2"x8" SPLASHBOARD TO COLUMN (4) 0,177" x 4" (20d) GALVANIZED RING SHANK NAILS @ SPLICE/ (3) 0.177" x 4" (20d) GALVANINED RING SHANK NAILS O STANDARD CONNECTION REVISED DATE: 2"x6" NOTCHED NAILER TO COLUMN (4) 0.148" x 3-1/2" (16d) NAILS @ SPLICE/ (3) 0.148" x 3-1/2" (16d) NAILS @ STANDARD CONNECTION REVISED DATE: m 7/16' OSB TO SPLASHBOARD & NOTCHED NAILER 0.106" x 1-1/4" ASBESTOS SIDING NAILS II 2"x4" NAILER TO COLUMN (4) 0.148 x 3-1/2' 16d RING SHANK NAILS @ SPLICE/ (3) 0.148' x 3-1/2" 16d) RING SHANK NAILS @ STANDARD CONNECTION REVISED DATE: I2 END TRUSS TO 2-2'x6° END COLUMN EXTENSIONS (8) 0.177" x 4' 20d) RING SHANK NAILS REVISED DATE: 1 2"x4" PURLIN TO END TRUSS 0.200" x 6" (60d) RING SHANK NAILS IN PRE-DRILLED HOLE I% H4 CLIPS TO END TRUSS 4) 0.131 8d x 1-1/2" RING SHANK NAILS Is HI-RIB STEEL TO NAILERS #9 x 2" STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI-RIB (7-7 o,c.) . .....,� ID SOFFIT TO WALL INSERTED IN PRE-FORMED SLOT IN SOFFIT/HI-RIB CAP OF NEW yob n SOFFIT TO FASCIA T-50 MONEL STAPLES (2) PER PIECE A,P• •Q L. g ' ,4'S-e, le CUPOLA CAP TO CUPOLA ROOF (4) 1/4" x 1" PLATED MACHINE BOLTS AND LOCK WASHERS * 0 -�• "�` 0 0• Is CUPOLA ROOF TO CUPOLA SIDES PRE-FORMED CRIMPED METAL CONNECTIONS AND (8) #9 x 1" STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS 2D CUPOLA SIDES TO CUPOLA BASE FRAME #9 x 1" STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS (4) PER SIDE (16) TOTAL IC, Ell . . 21 CUPOLA BASE FRAME TO OSB CUPOLA SUPPORT 1-7/8" GUN NAILS O 6" o.c, ,3 22 OSB CUPOLA SUPPORT TO TREATED BEVELED BLOCK 0.148" x 3-1/2" 16d) RING SHANK NAILS O B" o.c. � E ]waww 2a TREATED BEVELED BLOCK TO 2"x4" CUPOLA BLOCKS 1/4" x 4-1/2" LAG SCREW W/ 1/4" FLAT WASHER AT EVERY HI-RIB (1'-0" Ex.) 24 2"x4" CUPOLA BLOCKS TO FRAMING CLIPS (2) 0.135" x 1-1/2" RING SHANK NAILS 25 FRAMING CLIPS TO PURLINS (2) 0.135" x 1-1/2" RING SHANK NAILS IN SIDE OF PURLIN AND (2) 0.135" x 1-1/2" RING SHANK NAILS IN TOP OF PURLIN771 SCALE: AS NOTED SHEET NO. 4 OF 6 OFFICE: 2"x6" BEV. PURLIN 'a 2"x4" PURLINS O 18" O.C. CUTCHOGUE, NY T#177 W/INSIDE & OUTSIDE FILLER STRIP (4) 2 . NA S OR JOB N0. 2"x4" BEV, PURLI 72 2"x4' BLOCK BETWEEN PURLINS i6 R.S. NAILS 1 1/2"xi 1/2"x4 5/8" 4 T#16 GABLE TRIM 128-0696olo FRAMING CLIPS 2'x6' BEV, FASCIA 6' PORCH FRAME 0 T-6' D.C. T#194 TRIM SIMPSON H4 CLIP u 2"x6" PURLINS W/CLIPS 22" O,C. 6" MESH SOFFIT / / / (7) 20d R.S. NAIL;THROUGH (N0. 1 SYP) SOFFIT HI-RIB CAP STRAP & INTO BRACE • N 1/2"x5 1/2" M. BOLT 3 • P4, S.C. TRUSS iz 2-2"x6" E.C.E. / / / 2 Xfi DIAGONAL BRACIN� 2 END BRACE STRAP `L & (6) 20d R.S. NAILS 1 2'xh' NAILER KYNAR HI-RIB STEEL / / W/ PRE-PUNCHED HOLES T#17 (BEND TO FIT) �• 2"x6" BEV, FASCIA 2'x6" BLOCK __ (3) 1 1/2' R.S. NAILS iv T#144/146 TRIMS 24' END TRUSS / FASTENED TO COLUMN W/ I - 5 D,G. GUTTER 7/16" OSB -- 4 i6d R S NAILS _ __ _ d�n _________________--_________-___ 2"x4" SOFFIT _____ _ ____________________ __________ SOFFIT ------ ------ O w SUPPORTS 2"x4" TIES m ADJ. JOIST HANGER ADDL, 2"x6" NAILER " z 2"x8" HEADER w O T#39 COLUMN COVER O �• V1 h+i W 9'-2 1/8" Z NOTE: GRADE TO HEEL THIS SECTION IS THE SAME AS v =^- SECTION A-A EXCEPT FOR THE 3-2"x6" LAM. COLUMN ITEMS AS NOTED. CUT OFFNOTE: �• Q ` rw:i. HEIGHT THIS SECTION IS THE SAME AS a Q __ SECTION A-A EXCEPT FOR THE O 20 1/8' ITEMS AS NOTED. ��p U � 6,-1 1/2" O W � Z r%" ~{ FINISH GRADE L46M BASE ANCHOR � Q p I X " 4,-U" rm a 418"0 (2) 46M BASE ANCHORS Q C3 z 6 ' PORCH SECTION B — B a o SCALE, 1/2' = 1'-O" 8" THICK READI-MIX CONCRETE PAD, 1 1 a PLACE A MINIMUM OF 8" READI-MIX J vi 18"B CONCRETE AROUND COLUMNS WHEN SETTING. Q o ENDWALL SECTION D-D 120 MPH WIND SPEED (Vas) T#45 SCALE 1/2• = 1'-O" 2"x8" TREATED SPLASHBOARD (BELOW) DRAWN BY: J D 821 2"xi D" BLOCK (SET ON TOP OF DATE: 4/03/03 1" HEAVY DUTY THERMAX 2"x8" TREATED SPLASHBOARD) T#21 CORNER TRIM HI-RIB STEEL (KYNAR) CHECKED BY: 2"x6" UPRIGHT 2"x4" NAILER DATE: 2"x8" HEADER (NO. 1 SYP) REVISED DATE; 2"x6" NAILERS REVISED DATE: 2"x12" BLOCK (SET ON TOP OF 2"x6" BLOCK 2"x10" HEADER (NO. 1 SYP) 2"x8" TREATED SPLASHBOARD) REVISED DATE: 5/4"x6" BLOCK RIPPED IN HALF 3-2"x6" LAMINATED COLUMN \ REVISED DATE: T# 124 5/4"x6" BLOCK (HOLD BOTTOM .. T# 12gJtA D.H.D. AT 1 2" ABOVE CONCRETE FLOOR/2"x2" BLOCK HEIGHT) T# 151 LUMASEAL T# 126 & T#124 ----- - I, T# 154 T# 153 2x2 JAMB T# 151 ALUMASEAL ,�.P""�OF NE y�'"v 2'x6" JAMB (BEYOND) (RIPPED TO 4") 5/4"x6" OSB SHIM T# 153 1� �yO S ,�'S-Gr3, (3) 2"x6" JAMB COLUMN (BEYOND) 8'-2" 2"x6" BLOCK FROM GRADE TO TOP T# 154 _ y GRADE TO BOTTOM OF HEADER (BOTTOM 7 1/2" TO BE �_* OF 2"x6' BLOCK TREATED) r 2"x6' BLOCK (BEYOND) NOTE: ;9 qy � I� T �+ FILL 4 1/2° VOID WITH (3) 2"x6" BLOCKS OHD HEADER SECTION C— C THAT OPARE(HO LONG AT BOTTOM, MIDDLE, � y"mous ems AND TOP HOLD BOTTOM BLOCKS NON- SCALE: i" = 1'-0" TREATED) 1/2" ABOVE FLOOR HEIGHT) 0 H . D JAMB DETAIL #1 SDALE: AS NOTED - SHEET N0. SCA F, 11�' = 1'-O= 1'-O" 5 OF 6 OFFICE: CUTCHOGUE, NY ow JOB NO. 128-0696 TRUSS SPACING 7'-6 O.C. LIVE LOAD 36 PSF DEAD LOAD 4 PSF CEILING LOAD - PSF ' o TOTAL LOAD 40 PSF µ N NOTE: ^ H4 CLIPS TO BE USED ON FIRST ROWm OF PURLINS FROM NORTH SIDEWALL, FIRST TWO ROWS n FROM PEAK, AND AT PURLIN TO END TRUSS. 0 m j 11x13 777 V Z PI. z V 2 a 2„k8„ O O Z C. EB #2 0> < 24' S.C. TRUSS O 12 ' 12 7'-6” O.C. TYPICAL 1 . 1 4 / /►J �J- Q 2"x4" LOWER CHORD TRUSS TIES @ 5,3„ WEB #1 4x5 11x16 Pl. z / 4'-0" O.C. PI' 8x13 Pl. Q 2x6" DIAGONAL END BRACES Z WEB #3 = — _ APPROXIMATELY 8'-0" O.C. V 3 16x8 PI, 9x9 H.B. MN , 18 Ga, N. PI, 15 1/2"MMm 0 2"x8" L.C. CAMBER AT CENTERLINE '7-1/16„ ~ ter+ ` 1/2' 4I-a �+Y (� C) 11'10-i/2" FCP 24' S. C. TRUSS TRUSS / BRACING LAYOUT U SCAT F 1/8" = 1'-0" �� C) L L-J =' SCALE' 1112' = V-0" U/ �� ZO TRUSS DESIGN SPECIFICATION: C' 03 Truss has been designed by computer using the Purdue Plane Structure Analyzer IAW current standards and Q specifications of recognized engineering principles. Trusses are manufactured by Morton Bwld'mcs, Inc. L p LUMBER SPECIFICATION (1997 NDS for Wood Construction): I Cr�j m Lower Chord -- 1950f - 1.5E MSR Southern Pine o Top Chord --- No. 1 K.D. - 19 Southern P ne Web Members -- No. 1 K.D. - 19 Southern Pine 1 . 1 em TRUSS PLATE SPECIFICATION (ICED Evaluation Report No. 2929): Z ASTM A-653, Grade A 20 Go. and 1B Ga. where noted, z galvanized steel Morton truss plates identified by a LOf 0 hexagon stamped every 1-1/4" along the center of the plate. 1 . 1 a RAFTER LENGTH 12'6-3/16" J N Webs are 2x4's except where noted 2"x4" TRUSS TIE Q o 0 7 ,. rG . ��2.• DRAWN BY: J D 821 DATE: 4/03/03 60d R.S. NAIL CHECKED BY: ADDITIONAL 2"x6" NAILER DATE: 20 ga. GALV. PURLIN CONNECTORQQ REVISED DATE: 2' LONG END TRUSS �\ REVISED DATE: BRACE STRAP e. \ REVISED DATE: (1) 20d R.S. NAIL THROUGH STRAP INTO TIE & REVISED DATE: (3) 1 1/2" R.S, NAILS a k THROUGH STRAP I•I • �` (4) 2 1/4" R.W. NAILS "k i s II, I �� o ✓"a OF NEIq.""btt 2"x4" TRUSS TIE `� • ' Y Z(,) #9xl. RU-GRIP SCREW ON PEAK SIDE AND (2) ON EAVE a SIDE OF PURLIN IN HOLES SHOWN (JOINT MUST BE TIGHT BEFORE 6 FASTENING CLIPS) 0 AOM TRUSS TIE TO ENDWALL DETAIL 2" x4" TRUSS TIE DETAIL SCALE: AS NOTED SCALE; 1112' = 1'-0" SHEET N0. 6 OF 6