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HomeMy WebLinkAbout30004-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31053 Date: 07/21/05 THIS CERTIFIES that the building ADDITION Location of Property: 2330 BRIGANTINE DR SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 79 Block 4 Lot 20 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JANUARY 12, 2004 pursuant to which Building Permit No. 30004-Z dated JANUARY 13, 2004 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 ADDITION AND ALTERATIONS TO AN EXISTING NON-HABITABLE ACCESSORY BUILDING AS APPLIED FOR. The certificate is issued to ROBERT T ALBERTSON & WF (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2056901 06/09/05 PLUMBERS CERTIFICATION DATED N/A � 4 � A t riz d Si nature Rev. 1/81 Form No.6 's ! V « L5 4 TOWN OF SOUTHOLD S - BUILDING DEPARTMENT JUN y a TOWN HALL 1 765-1802 BLDG. DEPT. TOWN OF SOOT p 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�re-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. June 27 , 2005 New Construction: Old or Pre-existing Building: (check one) Location of Property: 2330 Brigantine Drive, Southold, New York 11971 House No. Street Hamlet Owner or Owners of Property: Robert T. F Nanc i e L A l b r son Suffolk County Tax Map No 1000, Section 79 Block 4 Lot 20 Subdivision Harbor Lights Estates Filed Map. 5147 Lot: 61 Permit No. 30004 Date of Permit. 01/13/0 4 Applicant: Robert T. Albertson Health Dept. Approval: n/a Underwriters Approval: 06/09/05 approved #2056901 Planning Board Approval: n/a Request for: Temporary Certificate Final Certificate: X (check one) Fee Submitted: $ 2 5. 0 0 Go .?--- 3 \oS3 '1__V G Applicant Signature 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. 30004 Z Date JANUARY 13 , 2004 Permission is hereby granted to: ROBERT T & WF ALBERTSON 2330 BRIGANTINE DR SOUTHOLD,NY 11971 for ADDITIONS AND ALTERATIONS TO AN EXISTING NON-HABITABLE ACCESSORY BUILDING AS APPLIED FOR at premises located at 2330 BRIGANTINE DR SOUTHOLD County Tax Map No. 473889 Section 079 Block 0004 Lot No. 020 pursuant to application dated JANUARY 12, 2004 and approved by the Building Inspector to expire on JULY 13, 2005 . Fee $ 157 .20 Authorized Signature ORIGINAL Rev. 5/8/02 a �� o 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 S 5 BUREAU OF ELECTRICITY 5 40 FULTON STREET — NEW YORK, NY 10038 5 SCERTIFIES THAT S 5 SUpon the application of upon premises owned by S 5 SROBERT& NANCIE ALBERTSON ROBERT&NANCIE ALBERTSON2330 5 5 BRIGANTINE SOUTHOLD, NY, 97E E 1SOUTHOLD, NYDRIVE S 5 5 Located at 2330 BRIGANTINE DRIVE SOUTHOLD, NY 11971 5 SApplication Number: 2056901 Certificate Number: 2056901 S 5 Section: Block: Lot: 61 Building Permit: BDC: ns11 5 5 Described as a occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: 5 storage bldg,Detached Garage, 5 �j A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 herein, was conducted in accordance with the requirements of the applicable code 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 9th Day of June,2005. 5 Name OTY Rate Rating Circuit Type 5 Panels 5 1 .100 9 Wiring and Devices SOutlet 12 0 Fixture 5 Fixture 6 0 Incandescent 5 Fixture 6 0 Flourescent Cj Outlet 12 0 General Purpose 5 Receptacle 10 0 General Purpose Cj Switch 5 0 General Purpose Receptacle 2 0 30 amp Appliance SReceptacle 2 0 GFCI SGFCI Circuit Breaker 1 0 20 amp General Purpose 5 5 5 5 seal S 1 of 1 5 SThis certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 0 AlNed Design ' GmW r '' ut'—L' - �} , j September 7, 2004 7 F c Town of Southold Building Department Southold,NY RE: Robert and Nancy Albertson 30'w x 14'h x 45'1 Storage Building Southold,NY MBI# 1280718 Dear Sirs: Please find the enclosed truss design for the truss that was used for this job. I am writing to confirm and advise that the footings and foundation were observed to have been installed in accordance to my plans.dated 06/24/04 including the following: 1) Footings were placed 4'8"below grade and were drilled the diameter specified. 2) 3-46 M Base Anchors were nailed near the bottom of each column with 3-0.77"x - 2 '/2" stainless steel nails in each anchor. 3) An 8"thick redi-mix footing was poured and an additional 8"of redi-mix was placed around the columns when setting. Yours truly, F Allied Desi g Lrouw ' Cti ' Ronald L. ons • President 3oov 7s5.ieoz euiLaIwo DE". INSPECTION j [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ J FOUNDATION 2ND [ ]�FINA TION [ ] FRAMING [ L [ ] FIREPLACE S CFIIMNEY [ ] FIRE SAFETY INSPECTION REMARKS:- _t9 EMARKS:9 � DATE � � INSPECTOR i �O 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION i ST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ J FIREPLACE A CHIMNEY [ J FIRE SAFETY INSPECTION REMARKS: �N1S �11 htArl ' IN C,�.� A&dN qVk it..) . DATE Z ° INSPECTOR w FIELD INSPECTION REPORT DATE COMMENTS O � FOUNDATION(1ST) ——----— -- y FOUNDATION(2ND) z • . wt � o �F S A AN l T.t rA-C i w y C� ROUGH FRAMING& PLUMBING C A ~ J t" INSULATION PER N.Y. ----- --- - - -- y STATE ENERGY CODE —-- - ------ C` ( n FINAL ADDITIONAL COMMENTS 1 rd tv U� z x - - _ m TOWN OF SOUTHOLD ��BUILDING PERMIT APPLICATION CHECKLIST BUILDING HIJPARTMENT 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 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. 30oc�4 Check Septic Form N.Y.S.D.E.C. � Trustees Examined Z ,20 Contact: Approved ,20 Mail to: Disapproved a/c Phone: OL / Expiration 7 120 S— y b Building Inspector i APPLICATION FOR BUILDING PERMIT � n Date ( � , 2004_ INSTRUCTIONS a.This app li1�xysTcompletely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans,accurate p Ian to ale.Fee according to schedule. b. Plot plan showing c ion of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations, for the construction of buildings,additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and reg tions,and to admit authorized inspectors on premises and in building for necessary inspections. (Si tur f afplgant or e,if a corporation) ZZ3SS CCJ LAJ 01� t-f*4 (Mailing address of applic t) -� cucCuF, AJ� . State whether applicant is owner, lessee,(jrchitect, engineer, general contractor, eleltrician,plumber or builder Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No._ I3.?j-74n.'Al Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: z3-a� 6cxjTAa-n 119-11 House Number Street Hamlet County Tax Map No. 1000 Section Block y Lot Subdivision HAefm L=gT6 `*a. 3 Filed Map No. S Jy- L,ot (Name) f 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy rQ , b. Intended use and occupancy'WALk 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Q f��J.� Fee (To be paid on filing this plication) 5. If dwelling, number of dwell' is Number of dwelling units on each floor 0 V If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. Aj Ar 7. Dimensions of existing structures, if any: Front ;g,�� Rear Zu 1 Depth Z J Height Number of Stories Ck&— Dimensions of sale structure with alterations or additions: Front Rpar 3t> Depth 15 Height ZCJ ' Number of Stories QCT . 8. Dimensions of entire new construction: Front �--�— Rear '3` h ---- Height Number of Stories 9. Size of lot: Front r�f� Rear Ib r Depth Date of Purchase Name of Former OwnerG �l Zone or use district in which premises are situated 0' Ll D 12. Does proposed construction violate any zoning ldvvjrdinance or regulation?YES NOY 13. Will lot be re-graded? YES NO�WiII excess fill be removed from premises?YES NO 14.Names of Owner of remises ddress Phone No.'f ^ Name of Architect Address Phone No z�-401,0 Name of Contractor Address Phone No.'7.304-9 MC) 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 BQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO_.7 * 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'%� W� being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the � t (Contractor, , 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. Swoefore me this da of 20 Notary Public Nj 6416arf App cant Claire L. Glow Notary Public, State of Now YOfk No.01 GL4879505 Qualified In Suffolk Count��6 Commission Expires Dec.8, TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET 2330 VILLAGE DIST. SUB. LOT -714 FORMER OWNER N E ACR f 0 1 f -" ? S W TYPE OF BUILDING h t 701. 1 nd A"e . RES.y�1 SEAS. VL. FARM COMM. CB. MICS. Mkt. Value 1 ; LAND IMP. TOTAL DATE REMARKS LA — 1 1` M1 S 0202 0 00 40 �:�Z74 0r s 11 11AS sa. — 300 00 7#Do 2�&Iq 1 2.Do-w l 300 (P Soca 7600 4/172- AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD Meadowland DEPTH House Plot BULKHEAD Total DOCK :to . ,�� „ �� � ,,� � .: ■1■■■■■■■■■■■■■■■■■■i■■®■i[l�3 ■■■■■■■■■111 ■■E�Ilf■■M!D1�.�lIlG!■■■ii®■i NUNN ■■■ ■■■■■■■i�.J'i/!!!i■■iiia■■■i vi■®■ M MEN ■ �■■■■■■■■■■■■■■■■■■■■■�1■■®MEN Foundation D KA xTi If.I I Interior Finish Fire Place i�. l . • Rooms Ist Floor iRooms 2nd FloorWiY Driveway nrnrn �o 60 e41' S. 72-° 58' /0 E. .2 00•a op 499 L.- Q . ti. 0 z� P�t•� -Ita i a r At. �z�tee'io• w 2 00.0 V i tie Ap oma; . PROZz1,5-R r v-; SUR✓E'Y4'o -F OOR Roaoz s• ; _ •:_ -u►IAUTlloauo ALTERATIOq ISTA'TO IMPAVET IS A VIOLATWHSECTIOW 720 OF IM NEW TORWL CATIOW LAW. o0000 / covets cr n is suxvtr N"Wo l i or TWE MAO sv;.V.T;)rs W"UAL OR 0. - r: EMSOSSiD UAL MAU NZT N Caws .: . / • " :: TO it A VALID n VE CG" , NO�G : `d T HLI/!f pG/'3 +.S��4W/� , rG�f Y GUAM*M IWCATLD O -M MALI L �y� / Will TO TN:.�"s.3!14 FOR Wt:CM n# o f/�trbor rl �/ y�I i i5 rRtFASEO.Ar, O Ns LAW HiAL To ♦ , : TITLE COW MT,G iVd• M:NiAI ALL Th1'ec '/cQ %n / :+ :_ O.TIK I:'SiITJT10H t«TiO LENDIHAW1NG eSu: =C.txtn 2: L' TO TFt ASS:Q=S OF Ti.�LENOWG < < : • ,��! :;i n g*L GUARANTTES AU NOT TRAM Clerk's a�' ica :.tts:It�Ja ,► /1/�tJ�►ber. /.f ,GuaYarc+eed fo-• T aR: 4k4. ••�' . .. .....; x .•,: - ��,; ., ,:...?SDN+{•told�:anviHg4''t3a�k as "�' ' Sca l e 40't.l�'i:�. `, + :-.•:: 'auYvey�at . Dora j wt Y75. : Ro��r�reK V TuYj.,P• e• ' T1 f to Ne 10(039-dot Truss Design Load - 312 plf LUMBER SPECIFICATIONS Top Chord 2X10 SYP NO, 1 KD19 1 . 7E6 Req'd Truss Load - 40 psf at?•S' OC. _ ' j Lower Chord 2X8 SYP MSR 1950 1 . 5E6 '.. Webs 2X4 SYP NO, 1 KD19 1 , 7E6 LOADS -4 S Pl.a►t 911 TA - (ANSI/TPt-t9l5 TCLL „3(p psf Load durati on factor = 1 15 7 zu 5016 to ISA TCDL 3 psf aF AA 86 psf 109 psi LCDL f psf Lateral EA 87 psi 10t PSI 110319n Va IUW AE 59 psi 43 PSI EE 6301 46 PSI Tensile Value 0. 403- PtI 610 pt _: 90. 403 pt I 610 pl MEMBER FORCE TABLE s J Sheor Value 0. 273 plt 410 pt Member Forces Member Stresses 30. 239 pti 361 Pt 60. 313 pt i 410 pt Bend! ng Axi al Bend! ng Ax! al 90. 276 pti 403 pt Member CSI .0 n-( bs) (t bs) (psi ) (psi > 120. 26t pti 363 P 150. 306 plt 420-pt TC1 967 -17-322. -10852, -809. 8 -782. 1 TC2 . 889 15659, -10270. 727. 4 -740. 2 TC3 . 668 9878. -9180, 461. 8 -661. 6 LC1 808 .6780, 9941 , 515. 9 914, 2 LC2' 777 6780. 9401 . 515, 9 864. 5 11x16 PL LC3 493 -1757, 7448. -133, 7 684. 9 W1 . 084 0. -664, 0 -126. 4 59' W2 843 0, -2218. 0 -422. 4 TC3 W3 076 0, 480, 0 91 . 5 W4 389 0. 2463, 0 469. 1 6x6 2x, W5 019 0. 61 , 0 23, 4 P1. oxy0. W4 TC2 12 WS 4 W3 W23x5 TO 2-16x8 Pt. to co. �� PL 13xe PI. is Go. O!'� 7 3 16x9 P1. 9x9 6x9 yam•• sG� 18 Go. PI. P1. 15T 1/2, * •. 0 LC3 2xex18' LC2 LCI • ko CAMBER AT CENTERUNE* 3'11-15/16" 10'0-1/2• • •• CD • • 17'10-1/2" r • Truss Reaction. 5505, 500 Hos. . . o FRT N Ar4c4 AL QEIL-T s o►s 50%3 t 36` CCP ,,& 2 0-7 Morton Buildings BUILDING PERMIT EXAMINER CRECUIST DATE REVIEWED: + /+a/04- APPLICANT:, DATE SUBMITTED: ( lla l0$ SCTM#DISTRICT: 1,000, SECTION: �`� , BLOCK: ', LOT:c_20 SUBDIVISIO . U ADDRESS: CITY: ZONING DISTRICT: CONFORMING? BUILDING PERMITS OPEN/EXPIRED: PRE C : Y OR N BP �r-Z/C/0 Z- C, INFO �'�D'/BP I/(�% -Z/C/0 Z- j/1 �/ , INFO 43/p BP_ -Z/C/0 Z,-,pv7C , INFO /BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED Wo NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/ REQ. LOT SIZE: - ACT. LOT SIZE:6')0p3i� REQ. LOT COV. ACT. LOT COV. REQ. FRONT �;7' PROP. FRONT�REQ SIDE 'E IV ACT. SIDE f REQ. REAR PROP. REAR REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: ESTIMATED PROJECT COS CHTTECT WATERFRONT? _�Vo DESCRIPTION: PANEL # FLOOD ZONE APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or NO, (BED#): DTE:_/_/_ PERMIT#: TOWN SEPTIC RECEIPT: Y or N NEW YORK STATE DEC: PRE-DEC 911n5YES or NO DTE: /_/_ PERMIT#: SOUTHOLD TOWN TRUSTEES: YES or DTE__/_/_ PERMIT#: _ T�WN ZONING BOARD APPROVAL: YES o O DTE:_/_/_ PERMIT#: T, WN PLAN. BOARD APPROVAL: YES / 0 DTE _/_/_ PERMIT#: TOWN HISTORICAL PRE (SPLIA): YE C(r NO NEW YORK STATE CODE COMPLIANCE (SEE PAGE lqkfor NO NOTES:7:V(x5 Cel /2 e� FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: 7 SF FEE FEE FEE a0mac, 1. _SF)- Tb a SF)= Y 2 SF X =$ +$ 75- +$ _$ I j C -` 2. ( SF)- ( SF)= SF X $ —=$—+$—+$—=$ 3. ( SF)- ( SF)= SF X $ =$ +$ +$ _$ FINAL TOTAL: $ 4_75 NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DEIGN CRITERIA: / Ground Snow Load:45 /Wind Speed: 120,WH Seismic Design Category:B Weathering:Severe Frost Depth• " Termite:M-H Decay: S-M Design Temp: 11 Ice Shield Underlay:YES—/-11/ ood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N [HEADERS: Y/N WALL STUDS:Y/N GIRDERS: Y/N CEILING JOISTS:Y/N FLOOR JOISTS:Y/N ROOF RAFTERS:Y/N LUMBER SPECIES AND GRADE:Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE:Y/N DEAD:Y/N SNOW:Y/N SEISMIC:Y/N WIND:Y/N WINDOW AND DOOR SCHEDULE: l ' MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTI EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N TOTAL COMPLIENCE?Y/N(RETURN TO PAGE ONE) �i�s5 C��F tcP�i laly c` Lll �T�ICE OFFICE: MOR"n'ON BUILDINGS GENERAL SPECIFICATIONS FIANONE ")� JOB cuTCFocuE. NY N0. COMPLY WITH CHAPTER"46� 128-0718 LAMINATED COLUMNS - NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S APPROVED AS NOTED FLOOD DAMAGE PREVENTION COLUMNS USED IN MORTON BUILDINGS ARE PRESSURE TREATED BELOW GRADE TO A RETENTION OF .8 DATE: I ' B.P.M SOUTHOLD TOWN CODE. FEE: ` I BY: POUNDS PER CUBIC FOOT WITH CHROMATED COPPER ARSENATE TYPE III, OXIDE TYPE, AS LISTED IN NOTIFY BUILDING DEPARTMENT AT ALL CONSTRUCTION SHALLc o FEDERAL SPECIFICATION TT-W-571 J. THE TREATED PORTION OF THE COLUMN EMBEDDED IN GROUND 765-1802 8AM TO 4PM FOR THE ,MEETTHEREQUIREMENTSOFTHE UNDERWRITERS CERTIFICATE FOLLOWING INSPECTIONS: CODES OF NEW YORK STATE. REQUIRED SHALL BE LAMINATED WITH STAINLESS STEEL NAILS, 1. FOUNDATION - TWO REQUIRED N FOR POURED CONCRETE m FOOTINGS AND ANCHORAGE - COLUMN HOLES ARE DUG 4 FEET DEEP MIN. DEPTH BELOW GRADE AND 2. ROUGH - FRAMING 8 PLUMBING CERTIFICATION OF 3. INSULATION NAILING & CONNECTIONS READY-MIX CONCRETE PADS OR DRY CONCRETE MIX PADS ARE POURED IN PLACE (NOTE PLANS FOR 4. FINAL - CONSTRUCTION MUST REQUIRED. z (=) m BE COMPLETE FOR C.O. SIZE & TYPE). TWO GALVANIZED STEEL BASE ANCHORS ARE PLACED 1" FROM BOTTOM OF COLUMN ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OFTHECODESOFNEW p C D Z OR 1/2" GALVANIZED STEEL ROD PLACED 2 1/2" FROM BOTTOM OF COLUMN. ADDITIONAL CONCRETE YORK STATE. NOT RESPONSIBLE FOR z DESIGN OR CONSTRUCTION ERRORS. MIX IS PLACED AROUND BASE OF COLUMN THEN BACKFILLED WITH SOIL AND COMPACTED AT 8" INTERVALS. vii Z a SPLASHBOARDS - SPLASHBOARDS ARE NO. 2 OR BETTER SOUTHERN YELLOW PINE 2"x8" S2S AND CENTER z � MATCHED, PRESSURE TREATED TO NET RETENTION OF .6 POUNDS PER CUBIC FOOT WITH CHROMATED COPPER O VJ (n W 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, 1 D I G W V FRAMING LUMBER - SIDE NAILERS ARE 2"x4" 54S OR 2"x6" SPF NO.2 OR BETTER SPACED APPROXIMATELY 30" O.C. m - LLf WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2"x4" S4S NO. 2 OR Q �I I LI BETTER ON EDGE SPACED APPROXIMATELY 24" O.C. ALL OTHER FRAMING LUMBER IS NO, 2 OR BETTER. ROOF TRUSSES - FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS -x REQUIRED AND KILN DRIED LUMBER AS SPECIFIED, IN-PLANT QUALITY CONTROL INSPECTION IS CONDUCTED OCCUPANCY OR COMPLY WITH ALL CODES OF OCCUPQ NEW YORK STATE & TOWN CODES z �" UNDER THE AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN ACCORDANCE WITH USE IS UNLAWFUL12 AS REQUIRED AND CONDITIONS OF � � � U CURRENT STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. h SOUTHOLDTOWN ZBA 1 . 1 WITHOUT CERTIFICATE J SIDING PANELS (KYNAR 500/HYLAR 50001 - 0.019" MIN., G90 GALVANIZED OR AZ55 OF OCCUPANCY -/} {}�---SOUTHOLDTQWNPIANNINGBOARD o GALVALUME, WITH AN ADDITIONAL BAKED-ON KYNAR 500/HYLAR 5000 FINISH WITH 'ip�!/ _ SOUTHOLDTOWNTAUBTEES W = 0 A NOMINAL 1 MIL PAINT THICKNESS ON EXTERIOR. _ 6Y5 DEC O ROOFING PANELS (FLUOROFLEX 2000 (TM)) - 0.019" MIN., AZ55 GALVALUME WITH AN Q 0 ADDITIONAL BAKED-ON THICK POLYURETHANE PRIMER AND KYNAR 5DO/HYLAR 5000 TOPCOAT BUILDING--,DESIGN CRITERIA Z O CODE: 2002 BUIE "'G CODE OF NEW YORK STATE U m WITH A TOTAL MINIMUM PAINT THICKNESS OF 2 MILS ON EXTERIOR. USE GROUP U CONSTRUCTION TYPE VB TRIM - DIE-FORMED TRIM OF 0.019" MIN„ G90 GALVANIZED OR AZ55 GALVALUME STEEL FLOOR AREA 1,350 SQ. FT. °- MEAN ROOF HEIGHT 18 -1 1 1 ON GABLES, RIDGES, CORNERS, BASE, WINDOWS, AND DOORS WITH SAME FINISH AS BUILDING CATEGORY II 0 CD LIVE ROOF LOAD DESIGN 36 PSF ' Z ROOFING OR SIDING PANELS. GROUND SNOW LOAD 45 PSF WIND SPEED Vas _ 120 MPH GUTTERS - 5" K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, KYNAR 500/HYLAR 5000 WIND IMPORTANCE FAC ,CR 1.0 1 1 a EXPOSURE CATAGORY B N FINISH TO MATCH TRIM, ON BOTH SIDES OF THE BUILDING. INTERNAL PRESSURE COEFFICIENT ±0.18 J o BUILDING DESIGN CONDITION ENCLOSED Q o ADDITIONAL NOTES ZONE 1 145. -23,5 PSF COMPONENT & CLADDING ZONE 2 14.5, -48.8 PSF TYPICAL LUMBER SPECIFICATIONS - 1997 NDS 1.) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS INCORPORATED AS PART WIND LOADS ZONE 3 14.5, -48.8 PSF SIZE DESCRIPTION BENDING VALUE Fb ZONE 4 25.3, -27.5 PSF 2"x4" ESCRI SPF 1313 PSI OF THESE DRAWINGS. _ ZONE 5 25.3, -33.6 PSF 2'x4" 2100f MSR SPF 2100 PSI rDRAWN BY: EH840 2 x6 NO.1&2 SPF 1138 PSI 2.) ALL INTERIOR PARTITIONS AND ROOM FINISHES IF NOT INCLUDED WITH THESE DRAWINGS SHALL BE PROVIDED *SNOW LOAF) CALCULATIONS 2"x6' N0. i SYP 1650 PSI DATE: 12-4-03 BY OWNER. STANDARD FINISHES SHALL HAVE LESS THAN 200 FLAME SPREAD RATING AS REQUIRED BY Ps = 0.7 x Ce x I x Pg x Ct x Cs 2"x8' NO, 1 SYP 1500 PSI CHECKED BY: GMC Ce = SNOW EXPOSURE FACTOR = 1.0 2 x10 NO. 1 SYP 1300 PSI ASTM E84 FOR ORDINARY CONDITIONS AND 25 OR LESS FOR EXITS, PASSAGEWAYS, AND CORRIDORS. I = IMPORTANCE FACTOR = 1.0 2"02" NO. 1 SYP 1250 PSI DATE: 12-11-03 Pg = GROUND SNOW LOAD = 45 P.S.F. ALL 1950f MSR SYP 1950 PSI REVISED DATE: 3.) FLOOR COVERINGS JUDGED TO REPRESENT AN UNUSUAL HAZARD SHALL MEET THE SAME TESTING PROCEDURES Ct = THERMAL FACTOR = 1.2 1 1 2 x16 LAMINATED VENEER LUMBER 2800 P51 Cs = ROOF SLOPE FACTOR = .94 3 1 2 x15 GLU-LAM 1650 PSI REVISED DATE: 51 4'x761 2 AS REQUIRED FOR WALL AND CEILING FINISHES. Ps = 0.7 x 1,0 x 1,0 x 45 x 1.2 x .94 = 35.5 psf 51 4'x191 2 GLU-LAM 2400 PSI GLU-LAM 1 2400 PSI REVISED DATE: 4.) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED DIFFERENTLY ON SPECIFIC NOTE: HIGHER GRADE MATERIAL REQUIRED AS NOTED ON PLANS. %REVISED DATE: SHEET INDEX JOB DRAWINGS OR SUPPLEMENTAL INFORMATION. SHEET #7 DESCRIPTION 5.) KYNAR 500 IS A REGISTERED TRADEMARK OF ELF ATOCHEM NORTH AMERICA, HYLAR 1 OF 8 SPECIFICATIONS & SHEET INDEX '� �p`NEw"y6��4Ts l. Sv • 5000 IS A TRADEMARK OF AUSIMONT, USA. Z OF 8 COLUMN PLAN ayeZO TO•# 3 OF 8 ELEVATIONS HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR THIS BUILDING WAS PREPARED BY ME OR U DER MY 'a# .O =: cs2x4FK 10-00 4 OF 8 SECTION, DETAIL, & FASTENING SCHEDULES DIRECTEREDT SUPEPVISION ANDALHNGII R A DU LI ENSED/ 5 OF 8 SECTIONS & DETAILS 6 OF 8 SLIDING DOOR SECTION & DETAILS RONALD L. SUTTON, P.E. 7 OF 8 DETAILS MICHAEL L. McCORMICK P.E. G 8 OF 8 TRUSS BRACING LAYOUT & TRUSS DRAWING DATE: IZ . IZ •�3 REG. # Slll 1 SCALE: SHEET N0. 1 OF 8 ow OFFICE: CUTCHOGUE, NY JOB NO. 128-0718 � o U a • I N to^ w m M Y m Z Q— m z O Z / O V^ O 65 7 = Z a Z O W �-- Z Ld G' W'1° Q °= O T_ z z U LLj 1'-O" VENTED SIDEWALL OVERHANGS ~ o A LJ = K 4 X V-0" NON-VENTED ENDWALL OVERHANGS m " O O 29'-9" — — 29'-9" Q o 180 18" 18 18 18" 18" 18" O A O I a Z m 8'B 4 22'-41/2" -^ - O 88"P --^ 22'-41/2" d COLUMN PLAN LEGEND W - 3-2"x6" LAMINATED COLUMN LOCATION 189 y8•p ^ B - 3-2"x10" UPRIGHT LOCATION Q 14'-10 1/2" — I- 14'-11 1/2" R- 81M BASE ANCHORS W w B B C C - (4) 3065 SKYLITES vi iO 5 5 6 6 Q+ - 30' S.C. TRUSSES ® 7'-6" O.C. TYPICAL J o Qz - CONTINUOUS 2"x4" LOWER CHORD TRUSS Q o 18"m O TIES @ 3'-9" AND 2x6" DIAGONAL END 7'-41/2" ^ — m - END APPROXIMATELY 7'-6" O.C. TYPICAL Y ©- 7/16" O.S.B. SHEARWALL (SEE DETAILS ON SH. 5 OF 8) �Qz 18"0 - 18" DIAMETER FOOTING WITH 8" THICK READI-MIX CONCRETE PAD. DRAWN BY: EH840 \ ! \ PLACE A MINIMUM OF 8" READI-MIX 18" 18" t8" 18" 18' t "m CONCRETE AROUND COLUMNS WHEN DATE: 12-4-03 Di 0-0„ SETTING. CHECKED BY: DATE: 5 REVISED DATE: 7'-41/2' r-V' 7'-6" 7'-6" 7'-6" 7'-41/"R ROUGH OPENING SCHEDULE REVISED DATE: UNIT SYMBOL REVISED DATE: FROM LEGEND WIDTH HEIGHT REVISED DATE: 1_11 37 3/4" 80 3/4" Y O Y O Y Nm tlo`,�aasof NEWN COLUMN PLAN 4 oo?*c a DOOR SCHEDULE SYMBOL I QTY. I DOOR SIZE I SME I FRAME TYPE I GLAZING- SIZE & TYPE CLOSER—F— HARDWARE -----REMARKS— ill 1 3068 ALUM. FROM EXISTING BUILDING 1 i 14'-9"x14' il SLIDING BUILDING STRUCTURE -- -- -- 2 81 SCALE: AS NOTED SCALE: 774- 16' SHEET NO. 2 OF 8 OFFICE: CUTCHOGUE, NY JOB NO. 128-0718 ' o 3 3'-0" WIDE Q: 11: 3'-0" WIDE 3'-0" WIDE (ZONES 2 & 3) N (ZONE 2 & 3) (ZONES 2 & 3) w of (ZONE 2) (ZONE 1) VENT-A-RIDGE Q(2) 3'-0" WIDE (ZONE 3) (ZONE 2 & 3) 12 T16 GABLE TRIM 4� # y O w (� z m (ZONE 2) o n J Z (ZONE 3) oz w 5" O.G. GUTTERS ~ O o d HI-RIB STEEL HI-RIB STEEL Z T#21 CORNER TRIM T#21 CORNER TRIM z Moo O L -j T#167 TRANSITION TRIM T#167 TRANSITION TRIM HI-RIB STEEL WAINSCOT HI-RIB STEEL WAINSCOT Z T#21 CORNER TRIM T#21 CORNER TRIM T#167 BASE TRIM T#167 BASE TRIM W V 1 39'-0" WIDE (ZONE 4) L 3'_0" WIDE 3'-0" WIDE 24-0" WIDE (ZONE 4) Q 1"- 3'-0' WIDE 3'-0" WIDE (ZONE 5) NORTH ELEVATION (ZONE 5) (ZONE 5) (ZONE 5) _ < WEST ELEVATION u Q � 1 LA—j ~ o W = 0 O s � Q o Z X 3'-0° WIDE / m D 3'-0" WIDE 3'-0" WIDE (ZONES 2 & 3) (ZONE 2 & 3) � FL �' a (ZONE 2) (ZONES 2 & 3)—� r (ZONE 1) VENT-A- �� 3'-0" WIDE �J (ZONE 3) (ZONE 2 & 3)� 1.1� T#16 GABLE TRIM 0 Z (ZONE 2) N (ZONE 3) 5" O.G. GUTTERS J N o 0 HI-RIB STEEL HI-RIB STEEL T#21 CORNER TRIM T#21 CORNER TRIM T#167 TRANSITION TRIM T#167 TRANSITION TRIM DRAWN BY: EH840 HI-RIB STEEL WAINSCOT HI-RIB STEEL WAINSCOT T#21 CORNER TRIM T#21 CORNER TRIM DATE: 12-4-03 T#167 BASE TRIM T#167 BASE TRIM CHECKED BY: 39'-0" WIDE (ZONE 4) �� 24'-0" WIDE (ZONE 4) DATE: 3'-D" WIDE 3'-0" WIDE 3'-0" WIDE 3'-0" WIDE REVISED DATE: (ZONE 5) EAST ELEVATION (ZONE 5) (ZONE 5) (ZONE 5) REVISED DATE: SOUTH ELEVATION REVISED DATE: REVISED DATE: �+ yt OF°N+ouoa a EwaywO s* . a• ZONE 1 14.5, -23.5 PSF O FWIN ONENT & CLADDING ZONE 2 14.5, -48.8 PSF =• LOADS ZONE 3 14.5, -48.8 PSF ZONE 4 25.3, -27.5 PSF1 �1 ZONE 5 25.3, -33.6 PSF 3�n�np°ev�17P 2 e SCALE: AS NOTED SCALE: 1' 4' 16' SHEET NO. 3DF8 OFFICE: CUTCHOGUE, NY OOO FF2000 HI-RIB STEEL JOB N0. 128-0718 2"x4" PURLINS @20 1/2" O.C. (N0. 2 SPF)© ROOF STRUCTURE FASTENING SCHEDULE 2°x4' BEV. PURLIN WIRE MESH Qi VENT-A-RIDGE TO RIDGE BASE TRIM #9 x 1" STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS ® 8" O.C. Is FILLER STRIP Oz RIDGE BASE TRIM TO 2"x4" PURLINS 0.135" x 2-1/4" RUBBER WASHER RING SHANK GALVANIZED NAIL AT EVERY HI-RIB (1 -D" o.c.) USP HCH18 HURRICANE 3 HI-RIB STEEL TO 2"x4" PURLINS (® EDGE STRIPS) 0.135" x 2-1/4" RUBBER WASHER RING SHANK GALVANIZED NAIL AT EVERY HI-RIB (1'-0" o.c.) 2"x6" BEV. FASCIA o ANCHORT@ OB 5" O.G. GUTTERS A HI-RIB STEEL TO 2x4 PURLINS INTERIOR ONES 0.135" x 2-1/4" RUBBER WASHER RING SHANK GALVANIZED NAIL AT EVERY HI-RIB (1'-0" o.c.) N —7,7 -20 ga. GALVANIZED PURLIN CONNECTORS #9 x 1" TRU-GRIP SCREWS w T#144 & 146 FASCIA TRIM 30' S.C. TRUSS n ®©SOFFIT - © 2' x4" PURLINS TO TRUSS 0.200' x 6 (60d RING SHANK NAILS IN PRE-DRILLED HOLE HI-RIB/SOFFIT CAP 2) 1/2"x5 1/2" M. BOLTS & T HCH18 CLIPS TO 2"x4" PURLINS (4) 0.131" (8d) x 1-1/2" RING SHANK NAILS O w �4) 20d R.S. NAILSQe B HCH18 CLIPS TO TRUSS 4) 0.131" (Sd) x 1-1/2" RING SHANK NAILS z m 2"x6' OVERHANG NAILER--/ (2 1/2"x5 1/2" MACHINE BOLTS Q 30' STRAIGHT CHORD TRUSS TO COLUMNo LD z (4) 0.177" x 4" (20d) RING SHANK NAILS o z HI-RIB STEEL (KYNAR) o 2"x4" PURLIN On Z a 3-2"x6" LAMINATED COLUMN 2"x4" NAILERS O 24" O.C. ® T0 jO 1 . 1 2100f MSR SPF �> 1 1/2"xi 1/2" VERTICAL BLOCKING 60d R.S. NAIL 14'-0" AT COLUMN LOCATION U-i V GRADE TO HEEL20 OB USP HCH18 HURRICANE ANCHOR m ® FASTEN TO TRUSS AND PURLIN J Lj xI T#167 TRANSITION TRIM W/ (4) Bd x 1 1/2" NAILS Q `-_ 2"x6" NOTCHED NAILER ® (1 1/2" R.S.) 20 go, GALV. PURLIN aa,,�.,� HI-RIB STEEL WAINSCOT (KYNAR) ® CONNECTOR (D TRUSS NOTE: °, u 7/16" OSB PROTECTIVE LINER 0 USP HCH18 HURRICANE ANCHORS ARE TO BE USED ON FIRST ROW Q T#167 BASE TRIM OF PURLINS FROM SIDEWALL, ° '� . _ 1 ROW 2"x8" TREATED SPLASHBOARD © FIRST (2) ROWS FROM PEAK & i •� z ''� O PURLIN TO END TRUSS. 4" CONCRETE FLOOR♦ co (1) #9x1" TRU-GRIP SCREW ON I 1 a PEAK SIDE AND (2) ON EAVE 77 SIDE OF PURLIN IN HOLES SHOWN ~ o FINISH GRADE y`4 MINIMUM COMPACTED GRANULAR BASF* (JOINT MUST BE TIGHT BEFORE ILL o 81M BASE ANCHOR ++ jj•- FASTENING CLIPS) 02 c T CONCRETE FLOOR NOTE S � '�� 2" x4" BUTTED PURLIN DETAIL 1. 3500 PSI, 5 1/2 BAD MIN CONCRETE. j/2h Q 2. REINFORCING: 5MB-10,11) WWW 4'-0" 3. SLOPE GRADE AWAY FROM BUILDING 0 1' PER FOOT FOR A MINIMUM DISTANCE OF 10 PLUS OVERHANG Wow. 2"x4" PURLIN 4,) WHEN A VAPOR RETARDER IS PROVIDED, PLACE A /� MINIMUM fi MIL POLYETHYLENE VAPOR RETARDER ON 60d R.S. NAIL / m TOP OF A MINIMUM a" COMPACTED GRANULAR BASE / AND DIRECRY BELOW THE OONCRETE FLOOR. O (3) 46M BASE ANCHORS @ �' a 8" THICK READI-MIX CONCRETE PAD. 20 ga. GALV. PURLIN Q PLACE A MINIMUM OF 8" READI-MIX TRUSS ° CONNECTOR( CONCRETE AROUND COLUMNS WHENz � Q N 18" DIA. SETTING. SIDEWALL SECTION A- A J " 120 MPH WIND SPEED (V3S) SCALE' 1/2" = 1'-0" / Q (1) #9x1" TRU-GRIP SCREW ON -�� PEAK SIDE AND (2) ON EAVE NOTE: SIDE OF PURLIN IN HOLES SHOWN # IDENTIFIES ITEMS THAT ARE NOT (JOINT MUST BE TIGHT BEFORE PROVIDED BY MORTON BUILDINGS, INC. FASTENING CLIPS) DRAWN BY: EH840 OR MORTON BUILDINGS' SUBCONTRACTORSDATE: 12-4-03 /I AND ARE THE OWNERS RESPONSIBILITY. 2 'x41, BUTTED PURLIN DETAIL CHECKED BY: DATE: WALL FRAMING FASTENING SCHEDULE REVISED DATE: REVISED DATE: REVISED DATE: 1D 46M BASE ANCHOR TO COLUMN 0.177" x 2-1/2" STAINLESS STEEL NAILS (3) PER ANCHOR REVISED DATE: n 81M BASE ANCHOR TO COLUMN 0.177" x 2-1/2" STAINLESS STEEL NAILS (4) PER ANCHOR z 2'x8" SPLASHBOARD TO COLUMN (4) 0.177" x 4" (20d) GALVANIZED RING SHANK NAILS 0 SPLICE/ (3) 0.177" x 4' (20d) GALVANIZED RING SHANK NAILS @ STANDARD CONNECTION t3 2"N6" NOTCHED NAILER TO COLUMN (4) 0.148" x 3-1/2" (16d) NAILS Cd SPLICE/ (3) 0.148" x 3-1/2" (16d) NAILS O STANDARD CONNECTION NaecLYmub� 14 1 7/16" OSB TO SPLASHBOARD & NOTCHED NAILER 0.106" x 1-1/4" ASBESTOS SIDING NAILS #t . NEIy4y4,,,�e s 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 P •O L S y G F 1fi END TRUSS TO 2-2'x6" END COLUMN EXTENSIONS (8) D 177" x 4" (20d)­RING NAILS ''-`�`Tt Ca z• n 2"x4" PURLIN TO END TRUSS 0.200" x 6" (60d) RING SHANK NAILS IN PRE-DRILLED HOLE _ to I HCH18 CLIPS TO END TRUSS (4) 0 131" (8d) x 1-1/2" RING SHANK NAILS �c' 1B HI-RIB STEEL TO NALERS #9 x 2" STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI-RIB (1'-0' o.c.) zD OXA SOFFIT TO WALL INSERTED IN PRE-FORMED SLOT IN SOFFIT/HI-RIB CAP 1 A ° Rirlm,, 2t SOFFIT TO FASCIA T-50 MONEL STAPLES (2) PER PIECE Q 7/16" OSB SHEARWALL - zz OSB TO PERIMETER BLOCKS/ FRAMING 0120" x 1-3/4" SMOOTH SHANK SHINGLE GUN NAILS @ 4" o.c. SCALE: AS NOTED z3 OSB TO INTERMEDIATE FRAMING 0.120" x 1-3/4" SMOOTH SHANK SHINGLE GUN NAILS 6" o.c. gSHEET N0. U24 BLOCKS TO COLUMNS 0.131" x 3-3/4" (20d) SMOOTH SHANK GUN NAILS 3" o.c. A OF 8 © 2"x4" PURLINS O 20 1/2" O.C. 7/16" OSB OFFICE: 2"x4" BLOCK BETWEEN PURLINS (4) 2 1/4" R.W. OR CUTCHOGUE NY 16 R.S. NAILS JOB NO.28-0718 T//16 GABLE TRIM LOWER CHORD OF END TRUSS 2"x6" BEV, FASCIA . . . . . . . . . . . 4 TRIM . . . . . USP HCH18 HURRICANE ®® SOFFIT ANCHOR (1) 20d R,S. NAIL THROUGH 'I_ _ _ _ _ _ _ _ _ _ _ _ _ _ I. SOFFIT HI—RIB CAPI STRAP & INTO BRACE 2' END BRACE STRAP © 2"x4" NAILERS I' o ® KYNAR HI—RIB STEEL / / W/ PRE—PUNCHED HOLES I— T —•— — — —•— — — —•— — — —.— — —1 U p 02-2"x6" E.C.E. / (BEND TO FIT) .1— _ —•-- _ —•- - - -•— _ --•— _ -1: 30' END TRUSS / 2'x6' DIAGONAL BRACING (3) 1 1/2" R,S. NAILS 2"x6" VERTICAL BLOCKS AT® FASTENED TO COLUMN W/ ,1- - - - - COLUMN LOCAITON BETWEEN NAILERS N 4) 16d RS NAILS - - - - - - - - - - - - - _________________( __ _ _ __ __ - - - - - - - - - - - - - - - - - -I SB SHE�S@ wM PERIMETER OF 0 ---'— --'---'------ NAILED W/ 0.113" x 1 3/4" SHINGLE NAILS SPACED 4" O.C. � •• 2"x4" TIES z O m ADDL. 2"x6" NAILER I_ - -.- - - -.- - - -.- - - - - -1 0 V z ,— OSB NAILED TO INTERMEDIATE® 02 w EXTRA NAILERS ADDED BETWEEN I' SUPPORTS W/ 0,113" x 1 3/4" ~j / � p BUILDING NAILERS (MAX. SPACE SHINGLE NAILS SPACED 6" O.C. O `/ 2 BE 24" O.C. 'I- - - - - - - -- - - - - - - - - N Z a - - - - - - = . 3-2"x6" LAMINATED COLUMN 2"x6" NOTCHED NAILER - - - - - - - - - —I z - - - - - - - - _ O W Z 5/4"x6" NAILER CDP 14.—D.• - - - - - - - - - - - -- - - - - -�. m J rrt' 1 Q r NOTE GRADE TO HEEL THIS SECTION IS THE SAME AS — — — — — — — — — — — — — — — — — — . 2"x B" TREATED SPLASHBOARD SECTION A—A EXCEPT FOR THE a ITEMS AS NOTED. _ U ;. z _ . Q __ o z OSB SHEARWALL ELEVATION ~-- SCALE: I/2' = 1'-0" W T//33 TRIM �� o W .f +NAILED " " LOCK BETWEEN NAILERS ® m L� 2 FINISH GRADE 2"x8' TREATED FACEBOARDTO COLUMN W/ 0.131% 3 1/4" (20d) 2"x4" NAILERS (2100fb MSR SPF) LS NAILED 4" O.C.2'x6" TREATED LAMINATE03-2"x6" LAMINATED COLUMN m KYNAR HI—RIB STEEL (r� O_ a(3) 46M BASE ANCHORS® T//21 CORNER TRIMED COLUMN Q JAMB 1 " = 1'—p" z 8" THICK READ]—MIX CONCRETE PAD, CORNER JAMB DETAIL ##1 D PLACE A MINIMUM OF 8" READI—MIXSCALE: II/7 = w 18"0 CONCRETE AROUND COLUMNS WHEN SETTING. 2"x4" TRUSS TIE 7/16" OSB 1\ �( Q ENDWALL SECTION 3 - 132"x4" NAILERS / _120 M.P H WIND SPEED (V3S) h•• LAMINATED COLUMN SCALE, 1/2^ = 1'-0" r0 4>OSB SHEARWALL SECTION rDRAWN BY: EH840 J/? DATE: 2-4-03 SCALE• 1/2' ADDITIONAL 2"x6" NAILER 60d R.S. NAIL CHECKED BY:/ DATE: 2' LONG END / REVISED DATE: BRACE STRAP \ 20 ga. GALV. PURLIN CONNECTOR OO REVISED DATE: (1) 20d R.S. NAIL THROUGH TRUSS STRAP INTO TIE & o REVISED DATE: (3) 1 1/2" R.S, NAILS REVISED DATE: THROUGH STRAP `. (4) 2 1/4" R,W. NAILS 6 • / ` 2"x4" TRUSS TIE � 'P�EOFeNfjy�0 L O'Pr�'c4 Yc (1) #9x1 TRU—GRIP SCREW ON r 0 PEAK SIDE AND (2) ON EAVE SIDE OF PURLIN IN HOLES SHOWN (JOINT MUST BE TIGHT BEFORE .�eje �1cC1��H,•••�� FASTENING CLIPS) e+eeonoeeae TRUSS TIE TO ENDWALL DETAIL 2 "x4" TRUSS TIE DETAIL SCALE' 11/1' = 1'—D" SCALE: AS NOTED SCALE: 11/1 = 1'-0" SHEET NO. 001 5OF8 OFFICE: CUTCHOGUE, NY JOB NO. p 1213-0718 53M BASE ANCHOR 0 �n U 3"x4" TRACK BOARD M 51M TRACK N T#71 TRACK COVER ..m 2-2"x6" UPRIGHT � n 2"x10" HEADER 1 1/2"x2" BLOCK & T#74 (2) 2"x6" BLOCKS Z O w (2) 2"x6" FRAMES W/ Q196 m 2-2"x10" UPRIGHT o z 53M BASE ANCHOR (EACH SIDE OO O V w OF 3-2"x10" UPRIGHT) W/ (2) LATCH HANDLE Z 1/2"x6" M. BOLTS THROUGH O ADDL. 2"x4" "K" FRAME o Z a UPRIGHT AND (2) 1/2"x4 1/2" LAG BOLTS THROUGH 2"x6" BLOCKS z � 3-2"x6" LAMINATED JAMB COLUMN 2"//171 JAMB TRIM O VJ (BEYOND) (n W IIII c IIII IIII (2) 2"x6" FRAMES W/ 0196 6 1111 2"x3" JAMB — L 1—� (BEYOND) � W 12" m DOOR HEADER SECTION C- C m ` IIII SCALE: 1 " = 1'-D" Q -- - C ADDL 2"x4" "K" FRAME IIII 0 _- IIII I Jill U w Jill 2"x10" HEADER z 2"x10" TRACK GIRT LATCH HANDLE IIII W LOCATION m `� 0 O 84M W Q o 2"x4° "K" FRAME III 3-""x10" UPRIGHT 3"x4° TRACK BLOCK IIII3-2"x10" UPRIGHT L o LATCH HANDLE U m I IIII I IIII 1 1/2"u2" BLOCK V5 a 2"x4" •K FRAME (2) 2"x6" BLOCKS Q II IIII a z 3-2"x6" LAMINATED IIII 53M BASE ANCHOR (EACH SIDE Q OF 3-2"x10" UPRIGHT) W/ (2) I I w JAMB COLUMN m (BEYOND) 3- 2" x10" UPRIGHT DETAIL 1/z"xfi" M. BOLTS THROUGH D (2) 1/2%41 I IIII I UPRIGHT AND (2) 1/2"x4 1/2" J vi III LAG BOLTS THROUGH 2"x6" BLOCKS o IIII J 3-2"x " (CUT TODOOR HEIGHT) I IIII DRAWN BY: EH840 84M LOCATION Jill l DATE: 12-4-03 3- 2" x10" UPRIGHT DETAIL CHECKED BY: DATE: 7'-4 1/2" 7'-41/2" REVISED DATE: REVISED DATE: REVISED DATE: 14' - 9" DOOR FRAME REVISED DATE: JAMB COLUMN (BEYOND) 3-2"x10" UPRIGHT 84M RETAINER N0YIV 11,, 2•x4" "K" FRAME -CEOF •EW 85M RETAINER ANCHOR a��yY •�1•� L. SG • PFv,; 4" CONCRETE FLOOR o* 'y ° a a n 1 0 r u 3- 2"x10" UPRIGHT AT CONCRETE SCALE: AS NOTED SHEET N0. 6 OF 8 OFFICE: CUTCHOGUE NY JOB NO. 128-0718 1" DIA. SLIDING DOOR HIGH WIND CUSTOM NOTES: SECONDARY SUPPORTS FOR SLIDING DOOR(S) INSTALLED ON HIS BUILDING ARE SUPPLIED TO THE CUSTOMER FOR INSTALLATION BY 01 THE CUSTOMER DURING TIMES OF HURRICANE FORCE WINDS. p V a IUCTALLATIONINSTRUCTIONS' 8.00 1.) INSTALL THE (3) 2"x10" UPRIGHTS VERTICALLY BY PLACING THE 84M RETAINER INTO HE 85M RETAINER N 1" H.R, ROUNDx8.00 ANCHOR ALREADY INSTALLED IN CONCRETE THRESHOLD, w m 2) CH TO THE UNDERSIDE OFFAEN THE 53M BASEHECHORS DOOR HEADER WI H (2)AT THE TOP OFE1/2" 4P11/2T d� M LAG BOLTS IN EACH 53M. 4.00 3.) ENGAGE LATCH HOOKS LOCATED ON THE UPRIGHTS TO BOTTOM 3-2"x10" UPRIGHT w K FRAME AND ALL HORIZONTAL "K" FRAMES TO LOCK DOOR DOWN. 'Z m 1/4"x4" H.R. FLAT (6012021)x4.00 rz o w o � Z a LATCH HANDLE z 0 1 1 — — — — 2,•x4" "K" FRAME W V1 m 2.00 84M RETAINER (SET DOWN L INTO 85M RETAINER ANCHOR ALREADY INSTALLED IN CONCRETE _ Fa FLOOR) U SIDE VIEW '' - END VIEW 3- 2"x10" UPRIGHT INSTALLATION DETAIL V W 84M RETAINER ~ J m � a J = 0 m U O m Q o Z x CD m N a 3/8"x2" REROD [CUT 10 PER 20' 3/8" RESOD (4723240)) 0 � K 1264 8" HOOKeop - - - - - - - - - J • o 6.00 Q 1" SCHED. 40 BLACK PIPE x6.00 DRAWN BY: EH840 DATE: 12-4-03 CHECKED BY: 3/8" JAM NUT DATE: REVISED DATE: <#85M-1 N REVISED DATE: INSTRUCTIONS REVISED DATE: 1, SCREW NUT ONTO HOOK. 1265 JAMB LATCH BODY REVISED DATE: 2. SCREW HOOK INTO LATCH BODY. afLATCH HANDLE goo NSG .0\-0SIDE VIEWO nnnart�xx'x SCALE: AS NOTED 85M RETAINER ANCHOR SHEET NO. 7 OF 8 OFFICE: CUTCHOGUE, NY JOB NO. 128-0718 • u ® /� w p I..L. M Z Q' ^/ o V Z O Z _ Z 2 Z ® O W _ _ _ _ _ _ _ _ _ _ _ _ _ _ © _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ = Imo— Z O O O O O 1Lj C' m , O Q © O U W _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -----_ _ _ z Q ° © z U W ~ o W = O Of Q o Q+ 30' S.C. TRUSSES ® L x TRUSS/BRACING LAYOUT 7'-6" O.C. TYPICAL " m SCALE: 1/4" = 1'-0" Q CONTINUOUS 2"x4" LOWER CHORD o TRUSS TIES APPROXIMATELY 3'-9" O.C. ® 2"x6" DIAGONAL END BRACES W APPROXIMATELY 7'-6" O.C. c� TYPICAL Z x Qs 30' END TRUSS � w a_ J a; o Cl U TRUSS SPACING 7'-6" O.C. LIVE LOAD 36 PSF 11x15 DEAD LOAD 4 PSF PI. CEILING LOAD -- PSF 4.9" DRAWN BY: EH840 TOTAL LOAD 40 PSF DATE: 12-4-03 ?klp r CHECKED BY: G 9'6" DATE: WEB #2 REVISED DATE: 6x9 REVISED DATE; PI. 6'3" WEB #112 REVISED DATE: WEB #4 ®4 REVISED DATE: TRUSS DESIGN SPECIFICATION: EB #3 3x5 2-16x8 PI. 78 Ga. Truss has been designed by computer using the Purdue PI. 13x8 PI. 18 Go. Plane Structure Analyzer IAW current standards and WEB #5 specifications of recognized engineering principles. 16x9 PI. X9 ruuarmr Trusses ore manufactured by Morton Buildings, Inc. 18 Ga 6x9 H.B. N= .... ; pFN •y' LUMBER SPECIFICATION (1997 NDS for Wood Construction): _^^ ^^^ _ °'°°° ""' °'°°° : y, '�.ID �'c Lower Chord -- 1950f — 1.5E MSR Southern Pine 2'x8' L.C. Top Chord --- No. 1 K.D. — 19 Southern Pine CAMBER AT CENTERLINE r- O Web Members -- No. 1 K.D. — 19 Southern Pine 3/4,. 3'3-3/16" 8'3-3/16" qE TRUSS PLATE SPECIFICATION (ICBG Evaluation Report No. 2929): 14'10-1/2" qq��'['•G. .190 �EL� ASTM A-653, Grade A 20 Go. and 18 Go. where noted, sseRoN galvanized steel Morton truss plates identified by a hexagon stamped every 1-1/4" along the center of the plate. Z CCP Or S. C. U TR1 ISS RAFTER LENGTH 15'8-1/8" f .J ' ° SCALE: AS NOTED Webs are 2x4's except where noted SCALE: 1/2• = 1 -0SHEET NO. 8 OF 8