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HomeMy WebLinkAbout40830-Z TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health— SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval ­ FAX:(631)765-9502 10 y � Survrey........ .. SoutholdTown.NorthFork.net PERMIT NO. OCheck Septic Foran_, ....._ N.Y.S.D.E.C._............ Trustees C.O.Applicatl(a Flood Permit Examined 20 Single&Separate .,_.._ /J Storm-Water Assessment Form `J Contact: fx"—�.LS�( Approved ........ Gly 20 ........... Og'�Ir Mail to:.. 0, _.... Disapproved alc�,, F�piratiun..... ... .....,... Phone:ecto PPLICATION FOR BUILDING PERMIT JLIN a 4 2016 Date 1� .. ....__—,20_/f INSTRUCTIONS a."t MPAMT be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of pl ale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months.from such date.If no zoning amendments or other regulations affecting the .property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Sim t: a ica 'or name,if a corporation) (Mailing address of applicant) 1 Aj(4 i m i State whether applicant is owner,lessee,agent,architect,engineer,gctieral contractor,electrician,plumber or builder Name of owner of premises-914-11 _ (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer ..m ....... (Name and title of corporate officer) Builders License No. 1574- – Plumbers License No. � _ Electricians License No. Ty . Other Trade's License No. 1. Location of land on whichpPro osed work will be done: _ ............ _ 1 _......m_.. House Number Street Hamlet County Tax Map No. 1000 Sectionf8 Block �_.___ ..__ Lot s .. Subdivision,-- ----Filed Map No.�.- .. Lot� ...�........m� ._ 2. State existing use and occupancy of p!rernises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy I7` "' 3. Nature of work(check which applicable):New Building __Addition...__— Alteration .._ _ Repair Removal— Demolition__ Other Workw,�.... esc -- (Description) 4. Estimated Cos Fee —..._ --. (To be paid on filing this application) 5. If dwelling,number.of dwelling?units Nu ober of dwelling units on each floor If garage, number of cars 6. If business,commercialor mixed occupancy,specify nature and extent of each type of use. .. 7. Dimensions of existing structures,if any;FrontRear Height Number of Storie Dimensions of same structure with alterations or additions: Front Rear,✓'" Depth *,— Heights,,,, ,a,�.! Number l Strrries��� r � r 8. Dimensions of entire.new construction:Front � Rear� � Depth Height___ t`� Number of Stories P. Size( ot.Front V ,tr _ ..IJ_5% ......p)cp-ath_ 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation?YES®NO 13.Will lot be re-graded?YES NO,Will excess fill be removed from premises?YES NO Name of Architect Address Photic NlhoneNo 14.Names of Owner of premises Address �y �1• ` LS Z-55 Name of Contractor Address r'°"t Phone No._ mo 15 a.Is this property within 100 feet of a tidal wetlan ora "reshwater w nd`p*YES_ NO *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES—_—NO *IF YES,D.E.C.PERMITS MAY BE REQUIRED,. 16.Provide survey,to scale,With accurate foundation plan and distances to property lines. 17.If elevation at any point.on,property.is at 10,feet or below,must provide topographical data on survey. 18.Are there any covenants and,restrictions with respect to this property? *YFS Ni X) — *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS:. COUNTY Of } being duly sworn,deposes owes and says tli at:(s)he is the applicant ^ r* (Dame of to gning contvac't)above named, (S)He is the _ .,.. _ (Cnsrtract r,Agctit,C rporate Officer,etc.) of said owner or owners,and is duly authorized to perforin or have performed the said work and to make and file this application; that all statements contained in this application are true to the bast of Ns knowledge and belief and thatAU&'EilbiNYER pertorianed in the manner set forth in tate application filed therew`itli. NOTARY PUSUO,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY Sworn to before me this—._, f , OOM MISSIO EXPIRES JUNE 30,2d. 1111 day of U fes...._20 _...� ....�-.._ �' n ir"e ppli nt otttl"y�'l➢.bliC 77 TM MIDDrel('1010 "rzAbr 09/ CERTIFICATE OF LIABILITY INSURANCE = THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION'T§'WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the w. 2D certificate holder in lieu of such endorsement(s). PRODUCER [CNAME I Aon Ri sk Services Central, Inc. --------- r -01.05 PHONE (866) 283--7122 (900) 363 �chicago IL OfFiCe INC,N..ExU: as 200 East Randolph E-MAIL 0 ADDRESS: Chicago IL 60601. USA INSURER(S)AFFORDING COVERAGE NAIL 9 INSURED INSURERA. Zurich American Ins Co 16535 ................. . ............ morton Fuilllinqs, Inc, INSURER B: American zurich Ins Co 40142 252 West Adams Street INSURERCGreat"�me....r.-i­c-a-n I ........ Morton IL. 61-550 USA nsurancompany of NY 22136 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:570059357105 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. Limits shown are as requested TR TYPE OF INSURANCE ADDL SUBRI POLICY NUMBER PCL1[.;YEFF_ POLICYEXP LIMITS (NSD WVD WNJDDNYY H W"nDry"y) A X COMMERCIAL GENERAL LIABILITY GLo937631812 10/01J2015 10/01/2016 FACHOCCURRENCE $2,000,000 CLAIMS-MADE OCCUR DAMAG.i ENTED $1,00 '000 r -PR-E,M�!." !Fa ocrarrxenee) MED EXP(Any one person) S50,000 PERSONAL&ADV INJURY $-.L,000,0()01 GENT AGGREGATE LIMI1 APPLIES PER- GENERALAGrREGATE $2,000,000 r-- PRO- ............ LO POLICY JECT Ej LOC PRODUCTS-COMPIOP AGG EXC­Iuded LO OTHER: 1 0 JAAUTOMOBILE LIABILITY BAP 9376314 12 10/01/2015 :0/01./201.6 COMBINED SINGLE LIMIT $2,000,000 X ANY AUTO BODILY INJURY(Per person) A'I,..11WAUTOS OWNED SCHEDULED z A. BODILY INJURY(Per accident) 0) — 11� X HIRED AUTOS NON-OWNED PROPERTY DAMAGE AUTOS Per accident} to C �X UMBRELLALIAB X h OCCUR. UMB4223218 1.-0/70-7/2-07-51,1 ri 0 1 Z 0 16 EACH OCCURRENCE $2,000,000 9Umbrella Liability AGGREGATE $2,000,000 EXCESS LM CLAIMS MAOE SIR applies per policy ter s ———_- ­ — n, n & condi ions DED I 7TR1IEI1II.N B WORKERS COMPENSATION AND WC937631112 =0/0/2015 10/01/2016 EMPLOYERS'LIABILRY YIN� ADS X I E. PER ...;,..m......................... A ANY PROPRI ETOR i PARTNERE EXECUTIVE L..EACHACGR $1 AENT ,000,000 OFFICERIMEMIER EXCLUDED? FT" 'NIA WC937631212 10/01./2015......10/01./201.6 (Mandatorri,in NH) Retro-WI, MA, Excl Oil E.L.DISEASE-EA EMPLOYEE $1,000,000 Ifyes, describe under DESCRIPTION OF OPERATIONS below I LJ. IASASF 1011,11CY UW I S1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,maybe attached if more space is required) oftLa- CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE ka EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Town o Southold AUTHORIZED REPRESENTATIVE PO BOX 962 CutchogUe NY 11.935-11.46 USA Lie IV.w awl 01988-2014 ACORD CORPORATION.All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD STATE OF NEW YORK WORKERS" COMPENSATION BOARD CERTIFICATE OF NYS WORKERS' COMPENSATIONINSURANCE COVERAGE I a. Legal Name&Address of Insured (Use street address only) Ib.Business Telephone Number of Insured 309-263-7474 Morton Buildings, Inc. 252 W.Adams Street I c.NYS Unemplwyment Insurance Employer Morton, 11,61550 Registration Number of Insured 1532342 Work L.canon of Insured (017.4y required if coverage is specijicafly I d.Federal Employer Identification Number of Insured limiled to certain locations in.New York Stare, i.e., a Wrap-bI)Policy) or Social Security Number 37-0347310 2,Name and Address of the Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage (Entity Being Listed as the Certificate I[older) American Zurich Insurance Company To of Southold 3b.Policy Number of entity listed in box"l a99 54375 Main Road WC 9376311-12 Southhold, NY 11971 3c. Policy effective period 10101115 to 10/01/16 3d. The Proprietor, Partners or Executive Officers are Zincluded. (only check box ifaH partners/officers included) ❑all excluded or certain partners/oflicer.s excluded. This certifies that the insurance carrier indicated above in box"Y'insures the business referenced above in box"la"for workers' compensation under the New York State Workers' Compensation Law. (To use this form, New York (NY) must be listed under lIgm_JA on the INFORMATION PAGE of the workers' compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"T'. The Insurance Carrier will also notify the above certificate holder within 10 days IFapolicy is canceled due to nonpayment ofpremiums or within 30 days IF there are reasons other than nonpayment ofpremiums that cancel the policy or eliminate the insuredfi-om the coverage indicated on this Certificate. (These notices may be sent by regular mail.) Otherwise, this Certificate is valliffor one year after this, orm is approved by the insurance carrier or its licensed agent, or until the policy expirridon date listed in box "3c", LLLqL&L Please Note. Upon the cancellation of the workers' compensation policy indicated on this form,if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers' Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers' Compensation Law. Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: Kelly Cada (Print nameof`authofi7ed Nepieseirfta6vew hccnsedagent ofinsurarwe carrier) Approved by: 10-19-15 (SH,gnature) (Daw) Title: Vice President-Enterprise Support Specialist Telephone Number of authorized representative or licensed agent of insurance carrien 547...605 6914 Please Note: Only 1'asurance carriers and their licensed (.Ogents are au.1hori ed to issue Firm C-105,2, Insurance brokers are NOT aulhorize,d to issue it C-105.2 (9-07) Workers' Compensation Law Section 57. Restriction on issuc of perudb and the entering into contracts unless comperksation is secured. t. The head of a state or municipal department, board, commission ox- office authorized or required by law to issue any permit fear or in connection with any work involving the employment of employees in a hazardouis ernployrnerit defined by this chapter,, and notwitl-Lstanding xiy general or special statute requiring or,authorizing the issue of such perrnks, shall not issue such permit un➢ess proof duty subscribed by an inswunce carrier is produced in a fonn satisfactory to the chair, that compensation for aft employees has been secured as provided by this chapter. Nothing herehi, however, ,shaft be construed as createng any liability on the l)art of such state or inunicipat department, board, commission or office to pay any compensation to any such employee if so employed. I The head of a state or municij.W department., board, commission or office authorized or required by law to enter into any contract,for or in connection with any work involving the ernployrnent of employees in a hazardous employment defined by this chapter, notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof di.dy subscribed by an insurance carrier is produced in a forni satisfactory to the chair, that compensation for all employees has Deen secured as provided Ivry this chapter. C-1052 (9-07)Reverse Scott A. Russell SUPERVIOR St.l UJ r ,i�...�, _ Ay. 6. SOUTHOLD TOWN HALL-P.0_Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971ER GEMENT C 23 - ... � ... ..�,.�. � �� AT ® BE COMPLETED BY THE APPLICANT ) BUMDING Dom® TOWN OF SOUTHOLD DOES THIS Y 1tOff t 1(= INVOLV AlNy OF THE ...FO .. ..tNG-_ IT mm (CHECK ALL THAT APPLY) Ycs No . Clearing, ru )bing, grading Or stripping of land whichaffects more than 5,000 square feet of ground surface. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. E][AC Site preparaLionon slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. Site i within feet e 1 r coastal erosion azar area. Site do within tone-hundred-year idepicted 1 = _ap. -- surfaces , square ® s do o e or resurfacede to feet r more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement o i ervlo s surfaces- ifou answered NO to . all of the questions above, STOP Complete the Applicant section below with your Mame, STOP! 36 does not apply to your project- If Date County T Map Number- Chapter 2 Signature, ntact Information, , and a completed Check List For o a Building; Department your Building Permit Application. o answered one or more o a above, please submit Two copies of for waterManagementControl Plan p APPLICANT- (Property., rs t tractor„Other) S.12-T.M. #: l®®® Date:: " Owner.Design Pa°'ttit"'�:�Si+�st�(„ D'utrpct NAME- Block Lot 1"Olt BIJI D1N(..t DF_ AR N'1LdV 1 ONL1% Contact lnforn-atiore ' ...... Tcpcplron C anber'• Reviewed By: _.._. ...._ ._�, .�_� �.....�.�... w Date: _.......... ( —A_ Work: Approved for processing Control Plan Not Required .� . o{ Construction � p ing$tti{dsng Permit- LJ �a�i�9: Address /,Location 25 _ _ , S _ g go,rmwater Management"Contr . of Plan is Required. (Forward to Engineering Department for Review. W [V Z D D � v G l O — �` _ _ w m Q 6 _� v > 3 q D A M n to J k U -1 . C < r t7 - o eC- o Url o U) rm E. - 0O � 2 y O o o - OO z n O O A < - -1 CL o o o o u: n o 04 c A'0 i7 J O C 3 K O J J J � w � � t Q 0 21 o 0 O 0 0 W -, CD Z DCn 7 G ' o(D < m — WU n U CD O(ro rb o c n — o a, a c o - CD C fD _ -• O 'O a w O O A ICD —"' --, ED — J 7-7 CD 0 ' Z ' CD CL.:. oo � n � [D0COL � W a CL o- , � _ � O0 C T � 4 5 o UD CD y O n p Qoo v nCD � w M (wn to [Tl O 104 -Op N y 27 CD D ,o, CD cg user (n 0 O' r7 o =a o _ " wA S CD C 0 m 0 ✓ w �CD 0 CL O O rn CD tiro v 0 t �xo��w w U LC ro Q UW C- O rC-r -�-a W U C '. CD C � t'tw n n 0 w I 7 C Co ^+ w_ ICD 'C' ' ---h CD A !D � � V' � C? � co CL CD CD o Q - C `G N ,Am+' X -3c d w..' _ (r CD o ON v O 3 00 CilC 1 7I r Ct �1 7 w � �A - .�-r Q. to C C O' A .4 w tv o r x o D _ o �' QD CD < w A A n 0� I I I - z 0 k �z I I VQ a O O 43 C C o o rLi �i O+ w c� A� co N W In CD O ' � 1 µlw CD � � p � � �i '� � �.. �, II'ICti" I �a�w O Z• ',. � .tet" � ¢l rj =3 O u. -o iD Ir W (S 3 CD CD0 CD In cy- ( C U ►� I 0 CD CD I Gal = > I'Dm 'O O I n Ie �'D . I O -0 QQ I GQ iris CD CD O " W CD O CD (D IIIIIIII'h «� m W Cu V11M o ��+ C7 (� rU ° a III o -o o r+ < O O CD . F o PI :3 'O i O (` m o C) W O O =z it O rn -0 n 'C7 'C72 CD 0 _0 O- F _ l ►� CD < 0 C rn Cv. 1�1 C CDD 3 O 0 O � n r-. D CDN O T o = p a n J _ _ r v D J d 1 0 >—( C, _ 'I CD G I 2 - 0❑ CD Co J / / lip QP rw P S7 IUB. ��� �"� 9+n.�{�- /s �a 8 ��'�� •OCA OQ+ I91 110, S�SS7 ZG a � rt 'ti t m \ E 2� ry � W OFFICE.• DESIGN AND EXPLANATORY NOTES rCUTCHOGUE, NY . MORTON BUILDINGS GENERAL S P EC I F I CATI O N JOB NO 1.) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS 128-056484 LAMINATED COLUMNS - NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S INCORPORATED AS PART OF THESE DRAWINGS. COLUMNS NAILED 8" O.C. STAGGERED ON EACH SIDE WITH 4" NAILS. 2.) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED MFS PRE-CAST CONCRETE COLUMN - MORTON BUILDINGS FOUNDATION SYSTEM IS A PRE-ENGINEERED, DIFFERENTLY ON SPECIFIC JOB DRAWINGS OR SUPPLEMENTAL INFORMATION. 10,000 PSI, STEEL REINFORCED COLUMN FOR BELOW GROUND INSTALLATION. DESIGNED TO BE 3.) NO ONE MAY ALTER ANY ENGINEERING ITEM UNLESS ACTING UNDER THE MECHANICALLY FASTENED TO ABOVE GROUND NAIL LAMINATED COLUMNS. THE SYSTEM IS DESIGNED TO DIRECTION OF THE LICENSED/ REGISTERED ENGINEER . RESIST BOTH AXIAL AND BENDING FORCES. 4.)+ THE PRECEDING SYMBOL IDENTIFIES ITEMS THROUGHOUT THE PLANS THAT ARE FOOTINGS AND ANCHORAGE- COLUMN HOLES ARE DUG A MINIMUM DEPTH OF 4'-0" BELOW GRADE T PROVIDED BY MORTON BUILDINGS, INC. OR MORTON BUILDINGS' (SEE PLANS FOR DIAMETER AND DEPTH). MFS PRE-CAST CONCRETE COLUMNS ARE PLACED IN THE HOLE. SUBCONTRACTORS AND ARE THE OWNER'S RESPONSIBILITY. CONCRETE (MINIMUM COMPRESSIVE STRENGTH 2500 PSI) IS POURED IN PLACE TO THE SPECIFIED THICKNESS (SEE PLANS FOR REQUIRED THICKNESS ABOVE AND BELOW THE COLUMN). THE COLUMN IS THEN BACKFILLED WITH SOIL AND COMPACTED AT 8" INTERVALS OR BACKFILLED WITH CONCRETE (SEE PLANS). TREATED LUMBER -- PRESSURE PRESERVATIVE TREATED LUMBER OTHER THAN LAMINATED COLUMNS ARE NO. 1 OR BETTER SOUTHERN YELLOW PINE AND CENTER MATCHED OR NOTCHED AND GROOVED OR S4S. PRESSURE TREATMENT TO GROUND CONTACT RETENTION WITH PRESERVATIVE TREATMENT COMPLYING WITH USE CATEGORY UC4B (AWPA OR ICC-ES) AND IN COMPLIANCE WITH USEPA GUIDELINES AND STANDARDS. • O �` • cn FRAMING LUMBER - SIDING NAILERS ARE 2x4 S4S OR 2x6 SPF NO. 2 OR BETTER SPACED APPROXIMATELY 36" O.C. WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2x4 S4S NO. 2 OR N o, ly ly BETTER ON EDGE SPACED APPROXIMATELY 24" O.C. ALL OTHER FRAMING LUMBER IS NO. 2 OR BETTER. m ROOF TRUSSES - FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS REQUIRED V` O z AND KILN DRIED LUMBER AS SPECIFIED, IN-PLANT QUALITY CONTROL INSPECTION IS CONDUCTED UNDER THE (� z AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN ACCORDANCE WITH CURRENT V Z 0 a STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. SIDING & ROOFING PANELS (FLUOROFLEX 1000'-) -0.019" MIN., G90 GALVANIZED OR AZ55 GALVALUMEL` } STEEL WI1H AN ADDITIONAL BAKED-ON 70% PVDF FINISH WITH A NOMINAL 1 MIL. PAINT THICKNESS ON v, Lu EXTERIOR. LU 1 TRIM - DIE-FORMED TR M OF 0.0117" MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL ON GABLES, RIDGES, CORNERS, BASE WINDOWS, AND DOORS WITH SAME FINISH AS ROOFING OR SIDING PANELS. ". S GUTTERS - " KSTYLE- , .030 HIGH TENSILE ALUMINUM GUTTER, 70% PVDF FINISH TO MATCH TRIM, ON BOTH SIDES OF THE BUILDING. w r 2x4F1F1 02/12 z <::.... .. Oa Lij W 2 I--- ~/ J Z 0 oe0 U � Q x 0 z �>o v� Z W = BUILDING DESIGN CRITERIA Q u BUILDING CODE NYBC 2010 Q vi USE GROUP U (AGRICULTURAL) LiLi g CONSTRUCTION TYPE VB BUILDING AREA 5,040 SQ FT _J MEAN ROOF HEIGHT 17.5 FT z BUILDING CATEGORY I MINIMUM LIVE ROOF LOAD DESIGN 20 PSF MAXIMUM DESIGN ELEVATION 1,000 FT GROUND SNOW LOAD 20 PSF i WIND SPEED (V3S) 120 MPH WIND IMPORTANCE FACTOR 0.77 EXPOSURE CATEGORY B INTERNAL PRESSURE COEFFICIENT ±0.18 BUILDING DESIGN CONDITION ENCLOSED WIND LOAD DESIGN ASCE 7 METHOD 2 ZONE 1 E 16.23 PSF ZONE 2E -21.13 PSF ZONE 3E -14.42 PSF ZONE 4E -13.49 PSF MAIN WINDFORCE RESISTING SYSTEM ZONE 5E 13.35 PSF (ALL FORCES ACT NORMAL TO THE SURFACE) ZONE 6E -10.31 PSF (FOR ZONES SEE MWFRS ON ELEVATIONS PAGE) ZONE 1 11.77 PSF (MAXIMUM VALUE SHOWN) ZONE 2 -14.71 PSF ZONE 3 -10.96 PSF DRAWN BY.• ROBINSON ZONE 4 -10.06 PSF DA TE. 2/l/2016 ZONE 5 9.8 PSF CHECKED BY.' V. DEVERA CURRENT LUMBER SPECIFICATIONS (06-01-2013) ZONE 6 -7.94 PSF DATE.' 2/8/2016 SIZE DESCRIPTION BENDING VALUE Fb ZONE 1 11.49, -18.26 PSF REVISED DATE.' 4/5/2016 2x4 NO.2 SPF 1313 PSI 2x4 NO. 1 SYP 1500 PSI ZONE 2 11.49, -31.78 PSF REVISED DA TE.- ---- EARTHQUAKE DESIGN DATA TABLE 2x4 2100f MSR SPF 2100 PSI COMPONENT&CLADDING WIND LOADS REVISED DATE.' ---- 0.2 SEC SPECTRAL RESPONSE 2x6 NO. SPF 1138 PSI (ALL FORCES ACT NORMAL TO THE SURFACE) ZONE 3 11.49, -46.99 PSF 0.208g (FOR ZONES SEE ELEVATIONS) REVISED DATE.- ACCELERATION Ss ---- ( ) 2x6 NO. 1 SYP 1350 PSI I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR THIS 64 PSF-21 95, . 1.0 SEC SPECTRAL RESPONSE 2x6 2100f MSR SPF 2100 PSI ZONE 4 19. BUILDING WAS PREPARED BY ME OR UNDER MY DIRECT SHEET INDEX 0.069g SUPERVISION ANAT AM A DULY L EN D/REGISTERED a��+��# ACCELERATION (Si) 2X6 2400 MSR SYP 2400 PSI ZONE 5 19.95, -26.71 PSF PROFESSIONAL �2,Hl NEE � F MEW Y SHEET# DESCRIPTION SEISMIC DESIGN CATEGORY B 2x8 NO. 1 SYP 1250 PSI _ ,�'�"!�O , • . OQ 2x8 2400 MSR SYP 2400 PSI �Qx` •O�"' ��/j, G1 OF Gl SPECIFICATIONS & SHEET INDEX BUILDING CATEGORY (TABLE 1604.5) I co .•QY S1 OF S5 COLUMN PLAN SITE CLASS p 2x10 NO. 1 SYP 1050 PSI ,..,"' y�z 2x10 2400 MSR SYP 2400 PSI t S2 OF S5 TRUSS PLAN, TRUSS DRAWING, & DETAILS #1323 LIGHT FRAMED WALLS RONALD L.SUTTON, P.E. q S3 OF S5 ELEVATIONS BASIC STRUCTURAL SYSTEM AND SHEATHED WITH WOOD STRUCTURAL 2x12 NO. 1 SYP 1000 PSI �� rlsutton@allieddesignoes.com R. SEISMIC-RESISTING SYSTEM PANELS RATED FOR SHEAR 2x12 2250f MSR SYP 2250 PSI MICHAEL L. MCCORMICK, P.E. S4 OF S5 SECTIONS & DETAILS RESISTANCE OR STEEL SHEETS 1 1/2"x16" LAMINATED VENEER LUMBER 2800 PSI mlmccormick@alieddesignoes.com A °e� ,is FASTENING SCHEDULE, ATTIC DRAFT STOP SECTION, HIGH RESPONSE MODIFICATION FACTOR (R) 7 3 1/2"x15" GLU-LAM 1650 PSI DATE: REG.# SS OF S5 WIND OSB PROTECTION DETAIL & SLIDING DOOR DETAILS ANALYSIS PROCEDURE SIMPLIFIED ANALYTICAL PROCEDURE 5 1/4"x16 1/2" GLU-LAM 2400 PSI SEISMIC DESIGN BASE SHEAR 1500 LBS 5 1/4"x19 1/2" GLU-LAM 2400 PSI SCALE.'AS NOTED SHEET NO. GIOF Gl OFF/CE.• CUTCHOGUE, NY JOB NO. 128-056484 ZV r ' I� ;tr d ' cpl ' O O 7-4 1/2" 7-6" 7-6" 7-6" 7-6" cl) 7-6" 7'-6" 7-6" Lo 7-6" 10 7-6" ^ 7-6" 00 7-6" w 7-6" °l 7-4 1/2" V-0"VENTED SIDEWALL OVERHANGS V-0" NON-VENTED ENDWALL OVERHANGS I I I I I A I I I I I I I I 47 -9 47'-9" 16"M 24"M 24"M 24"M © 24"M 24"M 24"M © 24"M 0 24"M 24"M 24"M 24"M 24"M 24"M 16"M " I I 39'-10 1/2" — 16"M I 16"M — 39'-10 1/2" ih I I 16"M 32'-7 1/2" I 16"M 32'-7 1/2" Lo U ATTIC DRAFT STOP N o. :o 0 D E D ;o _� S4 I S5 '� ( S4 m Oz w . I � o 15-1 1/2" 16"M I 16"M 15-1 1/2" I I s4 I? z 7'-10 1/2" — 16"M 16"M — 7-10 1/2" Lu 1 Lu . CNI Icqz 16"M 2❑ 24"M 24"M 24"M 24"M 24"M 24"M 24"M 24"M 24"M 24"M 24"M El J16-M A.:::.. All Cc t I W#c► I I S4 I I I S4 I I W z .,>. 1 cz 7'-4 1/2" 7'-6" 7-8 1/4" 14-7 1/2" 7'-8 1/4" 7'-6" 7'-6" 7'-8 1/4" 14-7 1/2" 7'-8 1/4" 7'-6" 7'-4 1/2" Z �' O 7r 7r 7r _ O o qz O M C-4 04 CN 04 C14 M 0 � 4'O �t O 10 " O � O 10 04O T F� �- J- 12 N m � Lo 61 � 0"0 61 a O 10 LJw 2 0 _ H COLUMN PLAN � U X m CZ 0 • V a Lu 2 h w o_ • Q h 1 1 1 8 —J _J z ' Z COLUMN PLAN LEGEND ❑ - 3-2x6 LAMINATED COLUMN LOCATION ■ - HEADERED TRUSS LOCATION DRAWN BY.• ROBINSON ED - 3068 MB910 PLAIN FLAT LEAF WALKDOOR, IN SWING, LEFT ATE.' 2/1/2016 HINGE WITH LOCKSET F2] - 3068 MB910 PLAIN FLAT LEAF WALKDOOR, IN SWING, RIGHT CHECKED BY.- V. DEVERA HINGE WITH LOCKS ET DATE.' 2/8/2016 0 - (6) 4429 MB SLIDING WINDOWS (D - (2) 18'-0"x 12'-0" DOUBLE SLIDING ALUMASTEEL END DOORS WITH WEATHERSEAL, 1" HEAVY DUTY THERMAX, PROTECTIVE REVISED DA TE.' ---- REV/SED DATE. LINER ---- - (2) 15-0"x 12'-0" DOUBLE SLIDING ALUMASTEEL SIDE REV/SED DATE DOORS WITH WEATHERSEAL, 1" HEAVY DUTY THERMAX, PROTECTIVE . ---- LINER REV/SED DATE.' ---- - 30X30 ATTIC ACCESS PANEL (VERIFY LOCATION) - SNOW RETAINERS - ALL STEEL FASTENED WITH STAINLESS STEEL SCREWS - PERIMETER SEAL PACKAGE (COMPLETE BUILDING) . �A� 16"M- 16" DIAMETER FOOTING WITH 4' TO BOTTOM OF 21 THICK CONCRETE PAD (2500 PSI MINIMUM). 20" BELOW BOTTOM OF PRECAST CONCRETE COLUMN AROUND EXPOSED REBAR CAGE AND •Ab 3/4"X14"THREADED ROD WITH AN ADDITIONAL MINIMUM 1" ROUGH OPENING SCHEDULE ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. UNIT SYMBOL WIDTH HEIGHT . a�rrec!ti• 24"M - 24" DIAMETER FOOTING WITH 4'TO BOTTOM OF 21"THICK FROM LEGEND CONCRETE PAD (2500 PSI MINIMUM). 20" BELOW BOTTOM OF 10 37 3/4" 81" - t PRECAST CONCRETE COLUMN AROUND EXPOSED REBAR CAGE AND Q 37 3/4" 81" 3/4"x14"THREADED ROD WITH AN ADDITIONAL MINIMUM 1" ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. PLACE CONCRETE 1Q 52 1/4" 33 5/8" 2' 8' BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. SCALE: '00SCALE.•AS NOTED 1' 4' 16' SHEET NO. S 1 OF S 5 OFFICE.' CUTCHOGUE, NY 3, JOB NO. 128-056484 48'-2x10 (NO.1 SYP) (2) 20d R.S. NAILS IN OVERHANG FRAME END RAFTER ASSEMBLY 2x4 BEV. PURLIN TOE NAIL OVERHANG RAFTER X TO OVERHANG NAILER WITH (1) 16d R.S. NAIL EACH SIDE I I I • I 4-20d R.S. NAILS OVERHANG FRAME 48' -2x10 (NO.1 SYP) PER CONNECTION 2x6 OVERHANG NAILER END RAFTER ASSEMBLY (7) 20d R.S. NAILS 2x6 END COLUMN EXTENSION OR UPRIGHT ASSEMBLY NAILED TO END RAFTER ASSEMBLY AS SHOWN AND TO EACH INTERSECTING WEB. FASTEN TO HEADER AND FRAMING MEMBER WITH (2) I O Q 3-2x6 CORNER COLUMN 16d R.S. NAILS INTO EACH END COLUMN ..................••••...••• ..................•• ......• ............•••••• 4 EXTENSION MEMBER OR UPRIGHT. I I 0 cn 10 DETAIL B0. SCALE: 1 1/2"= V-0" I ............................ ............................. ............................ ............................ ............................ ............................ ............................ ............................ ............................ ............................ ............................ ............................ ............................ ......_._._..... I 0_ Lu DETAIL A 0 SCALE: 1 1/2"= V-0" I I O Z rvolo Z s I O 02 ... ..... ............................. ............................ ............................ ............................ ............................ ............................ ............................ ............................ ............................ ............................ ............................ ............................ ...... .. .TO ................. .......... ...... - -O - - O B Lu 1 II II 60d R.S. NAIL II 60d R.S. NAIL l ................... IL F�jc I S2 :w„::.:.. o 20 GA. GALVANIZED 20 GA. GALVANIZED® BOTTOM CHORD o• PURLIN CONNECTOR TOP CHORD0 PURLIN CONNECTOR I I I I I I I I I I I I I W OF TRUSS OF TRUSS Z 7-4 1/2” 7'-6" 7-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7-6" 7'-6" 7-6" 7'-6" 7-4 1/2" lV N ZV CV CV (V ZV [V N (V N (V CV 0111 I w ��2 (1) #9X1" HWH SCREWS ON PEAK SIDE AND (2) (1) #9x1" HWH SCREW ON PEAK SIDE AND = F— o N c`') 't Lo Ol 10 00 Ol Ol ON EAVE SIDE IN HOLES SHOWN. (2) #9xl" HWH SCREWS ON EAVE SIDE OF N 1' L 00 O (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS) PURLIN IN HOLES SHOWN (JOINT MUST BE LJLJ Z TIGHT BEFORE FASTENING CLIPS) F— O a 2x4 TRUSS TIE DETAIL 2x4 BUTTED PURLIN DETAIL = � U (PURLIN CONNECTED WITH 60D R.S. NAIL) TRUSS/BRACING PLAN 0 SCALE: 1 1/2"= l'-0" X O z � TRUSS/BRACING (PLAN LEGEND c Lij 1 -48' 2090 R.C. TRUSSES @ 7'-6"(O.C. Q w 2 -48' END RAFTER ASSEMBLY n. s -2x4 TRUSS TIES Q vs 4 -2x6 DIAGONAL END BRACES g (TO EXTEND TO FIRST TRUSS IN FROM ENDWALL) 1 1 1 _l 2x4 PURLIN II , 1�2 — I u Q HEADLOK .19"x6.0" FLATHEAD LAG SCREW II Z (ICC-ES REPORT ESR-1078) 20 GA. GALVANIZED TOP CHORD o PURLIN CONNECTOR OF TRUSS (1) #9x1" HWH SCREW ON PEAK SIDE AND TRUSS SPACING 7-6" O.C. (2) #9x1" HWH SCREWS ON EAVE SIDE OF LIVE LOAD 17 PSF PURLIN IN HOLES SHOWN (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS) DEAD LOAD 4 PSF CEILING LOAD 2 PSF 2x4 BUTTED PURLIN D ETA I L 4.8' WIDE TOTAL LOAD 23 PSF (ZONE 2 &3) (PURLIN CONNECTED WITH 6" HEADLOK FLATHEAD LAG SCREW) SCALE: 1 1/2"= V-0" 9-3-0 4 DRAWN BY.' ROBINSON DA TE.* 2/l/2016 CHECKED BY.' V. DEVERA DATE.' 2/8/2016 2x4 PURLINS @ 23"O.C. 1 REVISED DATE.' ---- REVISED DATE.' ---- REVISED DATE.' ---- REVISED DATE.' ---- 47-9-0 GP'c��Ns SND 48' R.C. 2090 TRUSS � l'of- NEW��;o 4 4.8' WIDE SS p,ND SCALE: 3/8"= 1'-0" �• •O L' SCi ' �'_�' (ZONE 2 &3) SRV O - INDICATES PURLINS TO BE FASTENED Co �° • r . `NtEtLM w/HEADLOK .19"x 6.0" FLATHEAD LAG o 60�N SCREW, ALL OTHER PURLINS TO BE FASTENED w/60d R.S. NAIL � ' • / °� 48' WIDE BUILDING PURLIN LAYOUT 2' 8' SCALE: SCALE.'AS NOTED SCALE: 1/2"= l'-0" 1' 4' 16' SHEET NO. S20F S5 OFFICE: DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY JOB NO. 1.) EXTERIOR DOOR AND WINDOW LOCATIONS ARE TAKEN FROM THE EXTERIOR FACE 128-056484 OF THE NAILERS AND ARE TO THE CENTER OF THE DOOR AND WINDOW UNITS. VERIFY ALL DOOR, WINDOW, SKYLIGHT AND SIDELIGHT LOCATIONS WITH THE OWNER. 4.8'WIDE 4.8'WIDE (ZONE 2 8.3) (ZONE 2) (ZONE 2 8.3) (ZONE 1) (ZONE 3) (ZONE 2) (ZONE 3) 4 6 i 3 6E T ...... ......... . ED ...... .... 4E 2 APPROX. 2 (VERIFY) 5 1 o UM E MWFRS � M 95.4'WIDE (ZONE 4) Reference Q. w 4.8'WIDE L 4.8'WIDE Corner m (ZONE 5) s (ZONE 5) O z Z a/ w Z 18'-0" 9'-0" 21'-0" 9'-0" 21'-D" 9'-0" 18'-0" O x n. 0 0 0 0 0 0 o O O 00 N bo L 00001 '_ z Z J WEST ELEVATION ' u Z QYore 4.8'WIDE (ZONES 2&3) 4.8'WIDE W � — s:.., (ZONES 28.3) Z ZLu O 4.8'WIDE 4.8'WIDE n Ac' (ZONE 2 8.3) 412 (ZONE 2&3) � 41—,12 I4Yvi T#16 GABLE TRIM ( 1 %0 Z `-`�r O O HI- RIB STEEL SIDING U T#21 CORNER TRIM 111710100 T#167 TRANSITION TRIM X HI-RIB STEEL WAINSCOT O T#167 BASE TRIM m Z O n 13: V V� Z 38.4'WIDE (ZONE 4) } } r 38.4'WIDE (ZONE 4) , Q w 4.8'WIDE t— 4.8'WIDE 4.8'WIDE —J 4.8'WIDE (ZONE 5) (ZONE 5) (ZONE 5) (ZONE 5) Q N L1J g 24'-0" 24'-0" 24'-0" 24'-0" —J _J O z Q O N O O N 00 SOUTH ELEVATION NORTH ELEVATION 4.8'WIDE 4.8'WIDE (ZONE 2 8ID (ZONE 2&3) (ZONE 2) ~1I (ZONE 1) VENT-A-RIDGE Q QQ (ZONE 3) (ZONE 2) (ZONE 3) 5" O.G. GUTTERS DRAWN BY.• ROBINSON DA TE: 2/l/2016 ............. CHECKED BY., V. DEVERA HI-RIB STEEL SIDING DATE.- 2/8/2016 ''`'`' T#21 CORNER TRIM REVISED DA TE: T#167 TRANSITION TRIM ---- HI RIB STEEL WAINSCOT REVISED DATE. ---- :r: T#167 BASE TRIM REVISED DATE. ---- REVISED DATE.' ---- 95.4'WIDE (ZONE 4) , } • L. S(� •�� , 4.8'WIDE t- 4.8'WIDE (ZONE 5) c (ZONE 5) p• F .O Z. 5-0" 25'-0" 45-0" 25-0" 5'-Q.. � 0 0 0co 0 r � o EAST ELEVATION (SCALE.•AS NOTED SHEET NO. OFS5 OFFICE.' DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY JOB NO. 1. FOOTINGS ARE DESIGNED FOR A 2000 PSF SOIL BEARING CAPACITY. LOCAL 128-056484 CONDITIONS MAY REQUIRE MODIFICATIONS. FLUOROFLEXTM 1000 HI-RIB STEEL 2. CONCRETE FLOOR NOTES: T#16 GABLE TRIM 2x4 PURLINS @ 23"O.C. ®©(9 (4) 0.135"x 2 114" R.W. NAILS OR 16d R.S. NAILS a. 3500 PSI, 5 1/2 BAG MIX CONCRETE. b. SLOPE GRADE AWAY FROM BUILDING @ 1" PER FOOT FOR A MINIMUM 2x6 FASCIA DISTANCE OF 10' PLUS OVERHANG WIDTH. c. A VAPOR RETARDER IS NOT MANDATED PER IBC SECTION 1910 EXCEPTION 3. ® TRUSS IN COLUMN T#194 TRIM i (1) R.S. NAIL THROUGH STRAP UNLESS THE FLOOR WILL BE COVERED BY MOISTURE SENSITIVE FLOORING SADDLE FLUOROFLEXTM 1000 HI-RIB STEEL 9 0 SOFFIT i & INTO BRACE 2' END BRACE STRAP W/ PRE-PUNCHED MATERIALS OR IMPERMEABLE FLOOR COATINGS OR WHERE THE FLOOR WILL -� LAMINATED COLUMN sQ© 2x4 PURLINS @ 23" O.C. i HOLES (BEND TO FIT) FASTENED W/ BE IN CONTACT WITH ANY MOISTURE SENSITIVE EQUIPMENT OR PRODUCT. (NO. 2 SPF) HI-RIB/SOFFIT CAP TRIM / d. CONTRACTION JOINTS UNIFORMLY SPACED 18' O.C. OR LESS. (3) 0.140"x 1 1/2" R.S. NAILS INSULATION STOP/ Q 48' -2x10 (NO.1 SYP) i /i AIR DEFLECTOR END RAFTER ASSEMBLY i i 2x6 DIAGONAL BRACING FASTENED 3. PRIOR TO PLACING THE CONCRETE FOOTINGS, HAND TAMP THE BOTTOM 2"-3"OF 2x4 BEV. PURLIN 2x6 E.C.E. TO COLUMN W/(4) 16d R.S. NAILS LOOSE SOIL TO CONSOLIDATE. iF THE DRILLED HOLE CONTAINS MORE THAN 3"OF i i 48' 2090 R.C.TRUSS LOOSE SOIL, REMOVE EXCESS SOIL TO A UNIFORM THICKNESS OF 2"-3", HAND FILLER STRIP FLUOROFLEXT'" 1000 HI-RIB STEEL TAMP AND PROCEED WITH CONCRETE FOOTING PLACEMENT. 2x6 BEV. FASCIA ' 4. DO NOT PLACE CONCRETE FOOTING THROUGH MORE THAN 3" OF STANDING T#144 & 146 FASCIA TRIM 5"O.G. GUTTERS 48' 2090 R.C.TRUSS WATER. IF MORE THAN 3' OF STANDING WATER IS PRESENT IN THE FOOTING HOLE � CONTACT THE STRUCTURAL ENGINEER OF RECORD FOR INSTALLATION o SOFFIT INSTRUCTIONS. v R-38 BLOWN-IN INSULATION* U N HI-RIB/SOFFIT CAP HI-RIB STEEL 4 MIL VAPOR RETARDER T#1 1 &T#136 Q. 2x6 OVERHANG NAILER 01 INTERIOR HI-RIB STEEL 0 2x4 TOP BLOCK &T#1 1 CUT TRUSS HEEL BACK BY WIDTH OF Q— (2) 1/2"X5 1/2" M. BOLTS ACOUSTICAL HI-RIB STEEL W/ BEAM PLUS 1/4" FOR TRUSS HANGER m (8) 20d R.S. NAILS 4 MIL BLACK VAPOR RETARDER ` FASTEN 200L TRUSS HANGER TO O Z 16" DEEP UNFACED FIBERGLASS 2x6 TRANSITION NAILER BEAM WITH (8) 20D R.S. NAILS INSULATION UTILIZED AS FIRE T#167 TRANSITION TRIM (PLACE NAILS IN ALL HOLES PROVIDED). O BLOCK 6" (R-19) BLANKET INSULATION W/ 4 MIL VAPOR RETARDER PRECAST CONCRETE COLUMN LOWER COLUMN °- e FLUOROFLEXTM 1000 HI-RIB STEEL INSTALLATION � (4) 2x12 HEADER (NO. 1 SYP) 7 2x4 STRIPPING @ 16"O.C.TO 8'-0" 3/4"ADJUSTMENT ROD •� Z 3/4"T&G PLYWOOD WITH BASE PLATE 1. INSTALL PRECAST CONCRETE ''' •"' COLUMN W/ADJUSTMENT ROD & UNDISTURBED SOIL • '''''' l l l 12'-0" ( 3 ) ROWS 2x4 NAILERS (2100 MSR SPF) © 12'-0" •'-•;.. BASE PLATE IN THE AUGERED L11 GRADE TO HEEL3-2x6 LAMINATED COLUMN GRADE TO HEEL ''"' • HOLE. r;':;:; ;:-' •' 2. PLUMB PRECAST CONCRETE 2x2 VERTICAL BLOCKING ' COLUMN IN BOTH DIRECTIONS AT COLUMN LOCATION T#167 TRANSITION TRIM 8'-1 1/4" ` '•' .'• TRUSS ?•:;'. ••.. '� ."'�''.: 3. ADJUST HEIGHT UP OR DOWN WITH ADJUSTMENT HEX ROD 2x6 NOTCHED NAILER (2100 MSR) @GRADE TO BOTTOM �•.: Q ,.�1 1 W FILLER STRIP OF 2x6 NAILER FLUOROFLEX 1000 HI-RIB STEEL WAINSCOT +. 7/16"OSB PROTECTIVE LINER >> 4. FOUR READI-MIX CONCRETE INTO W y" THE HOLE AS SPECIFIED. T#167 BASE TRIM 200E TRUSS HANGER w =M.Qp 20 1/4"x 2 1/2" POWER LAG WASHER HEAD 5. BACKFILL AND COMPACT THE 'V 2x4 NYELLON-TREATED BASEBOARD LOWER COLUMN COLUMN TO GRADE WITH ZINC SCREWS ANNULAR SPACEAROUNDSOIL TRUSS WITTHE FASTENOH (12) 1 1/2" R SENAITRUSS HANGRILLS 1 1/2"xl" BLOCK &T#109 BASE TRIM ISOMETRIC AUGERED FROM THE SITE. _ .V 6"CONCRETE FLOOR (PLACE NAILS IN ALL HOLES PROVIDED). 2' WIDE R-10 PERIMETER INSULATION U 3' BLACK PLASTIC TRUSS HANGER ISOMETRIC DETAIL W z ° „r .;• 1,ti,, ,.�.:;,; ^�:,�,:.4 (4-2x12 HEADER WITH 2O0L TRUSS HANGER) FINISH GRADE :; :,..' "."• `'' .-T 4"MINIMUM COMPACTED GRANULAR BASE U OR IN SITU GRANULAR SOIL 2x6 TREATED BOTTOM PLATE 300M BRACKET FASTENED TO MFS W/(2) Q X 4'-0" HUS-P 6x40/5 SCREW ANCHORSj. 4'-0" (1) ROW 2x8 TREATED SPLASHBOARD FASTEN TO (1) 20d R.S. NAIL EACH SIDE 7 a 300M BRACKET W/(6) #14A x 1 1/2" MILLED SCREWS p a FASTEN TRUSS HEEL WITH OF COLUMN SADDLE Z Q a MFS PRE-CAST CONCRETE COLUMN® STANDARD NUMBER OF 20d ' R.S. NAILS PER SIDE 21"THICK CONCRETE PAD(2500 PSI MINIMUM). 21"THICK CONCRETE PAD(2500 PSI MINIMUM). Z a 20" BELOW BOTTOM OF PRECAST CONCRETE COLUMN 20" BELOW BOTTOM OF PRECAST CONCRETE COLUMN Lu 1 = AROUND EXPOSED REBAR CAGE AND 3/4"x14" AROUND EXPOSED REBAR CAGE AND 3/4"x14" Q `19 9 24"QS 16"0 THREADED ROD WITH AN ADDITIONAL MINIMUM 1" w THREADED ROD WITH AN ADDITIONAL MINIMUM 1" a ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. Q vs PLACE CONCRETE BELOW AND ABOVE BOTTOM OF PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LJLJ g LOWER COLUMN IN ONE OPERATION. LOWER COLUMN IN ONE OPERATION. _J SIDEWALL SECTION A ENDWALL SECTION B Z Q SCALE: 1/2"= F-0" SCALE: 1/2"= V-0" CUT TREATED LAMINATE 8 OFF AT BEAM SUPPORT (4) 2x12 BEAM 2x3 JAMB INSIDE VIEW NOTE: INSULATION NOT SHOWN FOR CLARITY. 12 (2) 60d R.S. NAILS IN 6„ 3 4�— 2x12 HEADER SPLICE AT JAMB OVERHANG RAFTER (2) 2x4 TOP BLOCKS COLUMN. NAIL TO BEAM WITH STEP 1: 20d GUN NAILS 4"O.C. 2x4 PURLIN CUT TO FIT BETWEEN INTERIOR HI-RIB STEEL STAGGERED &TO COLUMN WITH ATTACH MEMBER #2 TO MEMBER #3 WITH OVERHANG RAFTERS \\ 48' END RAFTER ASSEMBLY (5) 20d R.S. NAILS l Od R.S. GUN NAILS @ 8"O.C.STAGGERED \ SET NAILS 2" FROM TOP AND BOTTOM NOTE: OF THE MEMBERS. INSULATION NOT ' SHOWN FOR CLARITY. 2x6 UPRIGHT T#11/136 O 2x3 JAMB DRAWN BY.• ROBINSON FLUOROFLEX 1000 HI-RIB STEEL CUT TREATED LAMINATE DATE.' 2/1/2016 OFF AT BEAM SUPPORT ' (3) 2x12 HEADERS (2250 MSR) ° 1 1" 48' 2090 R.C.TRUSS 4 CHECKED BY." V. DEVERA 2x12 TRACK GIRT (2250 MSR) ° 11 STEP 2: DA TE.' 2/8/2016 T#71 TRACK COVER 2x10 TRACK GIRT HI-RIB STEEL ATTACH MEMBERS #I AND #4 WITH 20d GUN REVISED DATE.- ---- 2x6 BLOCK NAILS @ 4"O.C.AT TOP AND BOTTOM OF 51 M TRACK ( I CUSTOM 200E TRUSS HANGER WITH 1 1/2" R.S. NAILS OUTSIDE VIEW REVISED DATE. ---- 117 BEAM. SET NAILS 2' FROM TOP AND 3x4 TRACK BOARD I 2x4 BLOCK &T#1 1T#71 TRACK COVER 8.. BOTTOM OF BEAM. REVISED DATE.- ---- 2x4 VERTICAL TOP BLOCK 1 1/2"x2" BLOCK T#105 (INSTALL AFTER VERTICAL 2x4 BLOCK T#11 ) 51 M TRACK � REVISED DATE.• ---- 12'-0" FASTEN BOTTOM OF TRUSS HEEL & BEAM WITH (1) 1/2"x12" I 2x4 NAILER 12'-0" t-1 GRADE TO BOTTOM 3x4 TRACK BLOCK LAG BOLT, 11" BELOW M. BOLT & 2 1/4" IN FROM EDGE TO GRADE �_,,,:•• OF TRACK GIRT 1 1/2"x2" BLOCK &T#74 MEMBER #1 T#74 & WEATHERSEAL OF COLUMN (CENTERED ON 3-MEMBER BEAM). -�— MEMBER #2 pf w yon T#105 JAMB TRIM T#105 -�— MEMBER #3 ��C.° .Q �> T#172 JAMB TRIM 3-2x6 LAMINATED JAMB COLUMN BEYOND WITH AN 2x3 JAMB BEYOND; BOTTOM 2' TREATED T#37 MEMBER #4 ��.� �5� A* ( ) ADDITIONAL 2x6 TREATED LAMINATE FOR HEADER0. 8 SUPPORT FROM V-0" BELOW GRADE TO BOTTOM OF T#171 JAMB TRIM 2x4 BLOCK 4" HEADER 2x3 JAMB (BEYOND; 3-2x6 JAMB COLUMN BOTTOM 2'TREATED) %Al (BEYOND) ` •4f '' NAIL PATTERN PLAN VIEW NOTE: VIEWS ARE SHOWN WITHOUT OVERHANGS. SLIDING DOOR HEADER SECTION C SLIDING DOOR HEADER SECTION D SCALE: 1"- 1'-0" 4)-2x12 HEADER JAMB DETAIL SCALE: Ill= V-0" SCALE.•AS NOTED SHEET NO. S40F S5 OFFICE.• CUTCHOGUE, NY JOB NO. 128 ROOF STRUCTURE FASTENING SCHEDULE -056484 TOP"D" RAIL III I Q VENT-A-RIDGE TO BASE TRIM #9 x 1"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS @ 8"o.c. i I I I (16 GAUGE) ( RIDGE BASE TRIM TO 2x4 PURLINS #9 x 2"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI-RIB (1'-0"o.c.) s HI-RIB STEEL TO 2X4 PURLINS #9 x 2"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI-RIB (1'-0"o.c.) 3-2x6 LAMINATED I c i TRACK GIRT ® 20 ga. GALVANIZED PURLIN CONNECTORS #9 x 1" HWH SCREWS JAMB COLUMN I I °' TO GRADE Qs 2x4 PURLINS TO TRUSS (INTERIOR ZONES) 0.200"x 6" (60d) RING SHANK NAILS IN PRE-DRILLED HOLE (BEYOND) I STRUT I cv © 2x4 PURLINS TO TRUSS (EXTERIOR ZONES) HEADLOK .19"x6.0" FLATHEAD LAG SCREW IN PRE-DRILLED HOLE (2) 48' STRAIGHT CHORD TRUSS TO COLUMN (2) 1/2"x 5-1/2" M.BOLTS & (8) 0.177"x 4" (20d) RING SHANK NAILS I HORIZONTAL"I"S.S. RAIL WALL FRAMING FASTENING SCHEDULE I (o.o6"WEB, 0.08" FLANGE) VERTICAL"I" RAIL I (0.07"WEB, 0.09" FLANGE) I J MFS PRECAST CONCRETE COLUMN TO 3-2x6 WOODI I fk ® COLUMN (20) 1/4"x2 1/2" POWER LAG WASHER HEAD YELLOW ZINC SCREWS I I Lu 9Q 2x8 SPLASHBOARD TO COLUMN (6) #14A x 1/2"MILLED SCREWS I 13E LATCH ROD I Q Q Lu vi io 2x6 NOTCHED NAILER TO COLUMN (4) 0.148"x 3-1/2" (16d) NAILS @ SPLICE/ (4) 0.148"x 3-1/2" (16d) NAILS @ STANDARD CONNECTION I w ~ >> 7/16"OSB TO SPLASHBOARD & NOTCHED NAILER 0.099"x 1-1/4"ASBESTOS SIDING NAILS VERTICAL"I" RAILS " I I I HORIZONTAL I" Z Q 2x4 NAILER TO COLUMN (4) 0.148"x 3-1/2" (16d) RING SHANK NAILS @ SPLICE/ (4) 0.148"x 3-1/2" (16d) RING SHANK NAILS @ STANDARD CONNECTION (0.07" WEB, 0.09" FLANGE) INTERMEDIATE RAIL I c� o (0.06"WEB, 0.08" FLANGE) U �s END RAFTER ASSEMBLY TO 2x6 END COLUMN EXTENSIONS (4) 0.177"x 4" (20d) RING SHANK NAILS 9 2x4 PURLIN TO END RAFTER ASSEMBLY 0.200"x 6" (60d) RING SHANK NAILS IN PRE-DRILLED HOLE I I N Q a HI-RIB STEEL TO NAILERS #9 x 2"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI-RIB (1'-0"o.c.) o I � M i6 SOFFIT TO WALL INSERTED IN PRE-FORMED SLOT IN SOFFIT/HI-RIB CAP 13E LATCH ROD LATCH HANDLE m Q SOFFIT TO FASCIA T-50 MONEL STAPLES (2) PER PIECE �---- 0 z z CD ° ol CENTER DOOR GUIDE BOTTOM"D" RAIL I N (16 GAUGE) I z #8x3 1/2"WOOD SCREWS FASTENED THROUGH THE WINDOW JAMB FLASHINGS ♦ GRADE INTO THE 2"x4" ROUGH FRAMING. PRE-DRILL HOLES 10" O.C. IN WINDOW JAMB FLASHINGS TO ACCEPT WOOD SCREWS. SCREWS ARE NOT REQUIRED IN THE HEAD OR THE SILL. FLUOROFLEX 1000 HI-RIB STEEL 9'-0" 9'-0" 1 1 1 O.S.B. SHEATHING IS 1"WIDER THAN THE WIDTH OF THE WINDOW♦ 1 1 1 FROM OUTSIDE OF TRIM TO OUTSIDE OF TRIM. 60' END TRUSSz O.S.B. SHEATHING IS 1"TALLER THAN THE HEIGHT OF THE WINDOW ♦ 18-0 FROM OUTSIDE OF TRIM TO OUTSIDE OF TRIM. T#71 TRACK COVER 2-2x6 UPRIGHT 51 M TRACK 18'-0" DOUBLE SLIDING DOOR FRAME M� N HEAD FLASHING 3x4 TRACK BOARD SINGLE PANEL W >_ +:.:.. ♦ 7/16"OSB PANEL ( ) HEIGHT > TOP"D" RAIL (16 GAUGE) OF WINDOW w 1 1/2"x2" BLOCK I 12'-0" Z ;O +1" FINNED WINDOW T#74 TRIM TRACK GIRT O O ?' TO GRADE T#23 JAMB TRIM W IIII TOP "D" RAIL IIII U_ SILL FLASHING I I (16 GAUGE) OF WIIDNDOW ':WTH LATCH HANDLE I 3-2x6 LAMINATEDI \ 12 0 = O +1" 47E A/S LATCH STRIKE PLATE I JAMB COLUMN —\ I TRACK GIRT r 1 (BEYOND) I STRUT I N TO GRADE rl000 o FIN WINDOW SECTION 2x3 JAMB 3-2x6 LAMINATED JAMB COLUMN �--- O W/2x6x7'TREATED SPLICE STIFFENER HORIZONTAL"I"S.S. RAIL I z m (0.06"WEB, 0.08" FLANGE) VERTICAL"I" RAIL I (0.07"WEB,0.09" FLANGE) I J v z WINDBOURNE DEBRIS PROTECTION - FIN TYPE WINDOW I I w w 13E LATCH ROD I 0 Lu SLIDING DOOR HEADER SECTION I I W N SCALE: I" = V-0" I I w V U_ 1 g VERTICAL"I" RAILS HORIZONTAL"I" Z ♦ 7/16" OSB PANEL I (0.07"WEB, 0.09" FLANGE) #8 x 3 1/2" WOOD SCREWS @ 10" O.C.♦ I INTERMEDIATE RAIL I c� FINNED WINDOW I (0.06"WEB, 0.08" FLANGE) zQ I WINDOW JAMB FLASHING 1264 8" HOOK 13E LATCH ROD LATCH HANDLE 2"x4" ROUGH FRAMING FIN WINDOW JAMB DETAIL INSTRUCTIONS 1. SCREW NUT ONTO HOOK. I I co 2. SCREW HOOK INTO LATCH BODY. ( CENTER DOOR GUIDE I N BOTTOM"D" RAIL I (16 GAUGE) I FLUOROFLEXTM 1000 HI-RIB STEEL 2x4 BLOCKS BETWEEN PURLINS GRADE 7-6" 7-6" n 3/8"JAM NUT 15-0" 3-2x6 LAMINATED JAMB COLUMN 48' 2090 R.C.TRUSS CONTINUOUS 2x4 PURLINS 1265 JAMB LATCH BODY 15-0" DOUBLE SLIDING DOOR FRAME DRAWNB7 ROBINSON (SINGLE PANEL) DATE.' 2/l/2016 2x4 BANDING @ 4' O.C. CHECKED BY: V. DEVERA DA TE. 2/8/2016 LATCH HANDLE VERTICAL"I"RAIL VERTICAL"I" RAIL REVISED DATE,' ---- REVISED DATE.' ---- 7/16" LATCH HANDLE HORIZONTAL"I" REVISED DATE.' ---- 47E A/S LATCH STRIKE PLATE INTERMEDIATE RAIL REV/SED DATE. ---- BLOWN-IN INSULATION W/4 MIL VAPOR RETARDER CENTER DOOR GUIDE HORIZONTAL INTERMEDIATE"I" RAIL :�= "14B A/S DOOR GUIDE HAS A BUILT-IN STOPt�0� sa� ,+1'p�, FOR ALUMASTEEL DOORS SO STUB COLUMN 1,c2'® •® L. SG . ."� MUST BE EXACTLY CENTERED IN DOOR OPENING - o �r 'O - 13E LATCH ROD 02 "�'.�R►aae�a ( INTERIOR HI-RIB STEEL JAMB DETAIL , ( 2 ATTIC DRAFT STOP SECTION E DOOR GUIDE DETAILS SCALE: 1"= F-0" LATCH ROD DETAIL ALE.AS NOTED SHEET NO. S5 OF S5