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Home My WebLink About26027-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-27906 Date: 09/04/01 THIS CERTIFIES that the building AGRICULTURAL STORAGE Location of Property: 22745 CR 48 CUTCHOGUE (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 84 Block 1 Lot 25.2 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JULY 20, 1999 pursuant to which Building Permit No. 26027-Z dated OCTOBER 13, 1999 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 AGRICULTURAL STORAGE BUILDING AS APPLIED FOR. (AGRICULTURAL USE ONLY) The certificate is issued to DONALD & JEANNE GRIM (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. N/A PLUMBERS CERTIFICATION DATED N/A t / ' 9/ firil d 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. 26027 Z Date OCTOBER 13, 1999 Permission is hereby granted to: DONALD & JEANNE GRIM PO BOX 300 CUTCHOGUE,NY 11935 for CONSTRUCTION OF AN AGRICULTURAL STORAGE BUILDING AS APPLIED FOR. at premises located at 22745 CR 48 CUTCHOGUE County Tax Map No. 473889 Section 084 Block 0001 Lot No. 025 . 002 pursuant to application dated JULY 20 1999 and approved by the Building Inspector. Fee $ 50 .00 Authorized In nature ORIGINAL ay. 2/19/98 fForm No. 6 ' TOWN OF SOUTHOLD BUILDING DEPARTMENT t TOWN HALL 765-1.802 ; c APPLICATION FOR:CERTIFICATE OF OCCUPANCY A. This application must be filled in by typewriter OR ink and submitted 'to the building inspector with the following: 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 17 lead. 5. Commercial building, industrial building, multiple, residences and similar buildinj and installations, a certificate of Code Comp.lianoe 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 anc -pre-existing land uses: I. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and a.consent to inspect signed by the applicant. If a Certificate of Occgpancy 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 $25.002 Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00. Businesses $50.00. _ 2, Certificate of Occupancy on Pre-existing Buildine - $100.00 3. Copy of Certificate of Occupancy - .25iE1 4. Updated Certificate of Occupancy - $50.00 5. Temporary 'Certificate of Occupancy - Residential $1 00 ommer ial $15.00 :Date .. . ..... . . ... .. . . . . .. . .. . . :. . . New Construction. . ... . . . : Ofr re-existing] ,� /� Location of Property. . . SCJ./ .�G./.. Ciy �.' Ute!. . . . . . . ... . . . t House No. Street g .et. Onwer or. Owners of Property. .4�: .�.U-�r; .1... 1!:'. . . . . . . .. . . . . . . . . . . . . . . . . County Tax Map No 1000, Section. . . .1 . . . . .Block. i . , . . , . . 1. . . . . . .Lot. . .: ..:. . . . . . .. Subdivision. . . . ... . . . . . . .. . .. . . . . . . .. .Filed Map. . . . . . . . . . . .Lot. . . . . . . . . . . . . . . . . . . . 0/1 Permit No;;�::W�. ._.Z.Date Of Permit-- . . .. . . .... .A licant. . . Health Dept. Approval. . . . . . . . . . . . .. . . . . . . ..Underwriters Approval. . .'1. . . . . . . . . . . . . . Planning Board Approval. . . . . . .. .. . . . . . Request for: Tempo Certificate. .. . . . . . . . . Final Certicate. . . . . . . . . . . r f�- tee Submited: $... . .�. . . . . .. . . . . . .. . . . . . : a . . . . . . . . . ... . . . . . . . . . . . ♦r.nr r M-1802 BUILDING DEPT. NSPECTION [ L.4 OUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: � C DATE l / INSPECTOR vw�; V BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS TION [ j FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE O INSPECTOR LD_INSPECTION REPORT — NSPECTIONREPORT _DATE COMMENTS o 'NDATION ( I ST) H II INDATION (2ND) II II rd r -______________________ ________ _______________________________________________________ G•N � II IGH FRAME & u — PLUMBING li it n — ii it 11 H 3ULATION PER N. Y. II t=i f STATE ENERGY CODE p U tzj J H —41 ogn Ip� --- 1141 r n FINAL SII' N r N H N ADDITIONAL COMMENTS: ==------------------------a-� l� 04 �- H \. H G O x b — H BOARD OF HEALTH . . . . . . . . . . . . r— - FORM NO. I 3 SETS OF PLANS .. . . . . . . . . . . . . TOWN OF SOUTHOLD SURVEY . . . . .. C) ti BUILDING DEPARTMENT CHECK . . . . . TOWN HALL SEPTIC FORM . . . . . . . . . . . . . . . . . . L1� SOUTHOLD, N.Y. 11971 6LDF pFPT. TEL: 765-1802 NOTIFY: Q� S DTI4OLD 1 CALL . .� ... . T Wh 3. 1 - 70 MAIL TO: . . . . . . . . . . . . . . . . . . . Examined.................. 19.... .................................. Approved................ 19.... Permit No. .................................. Disapproved a/c .. ....***.... .................... ........................................ ................................. (Building Inspector) APPLICATION FOR BUILDING PERMIT Date. u�� . . . , 19.1. . . INSTRUCTIONS a. 'chis application must be completely filled in by typewriter or in ink and submitted to the Building Inspector 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot aid of buildings on premises, relationship to adjoining premises or public must be drawn on the diagram which is part o streets or areas, and giving a detailed description of layout of property this application. c the work covered by this application may not be con nceBuilding Permit d before issuance of d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Sue 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 whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. APPLICATION IS HHdBY MAIL to the Building Department for the issuance of a Building Permit pursuant to the Building Zane 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, asherein described. The applicant agrees to comply with all applicable laws, o 'ina<nces, and buildi code, housing regulations, and to admit authorized inspectors on premises incl in bun ung for neces. inspections. 1(n ure of U app icant or name,--ii*a co �r1a/tion .. (...� B o 30U)............. 1... 11 (Mailing address of applicant) State whether applicant is owner, lessee, agents architect, engineer, general contractor, electrician, pluuiner or bui c9�,I Y�P�(- 'I v� N �rS v.-, /I v a �� , ............................... Name of owner of premises ••••• .......... "�' .............. (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer. ..................................... (Nam and title of corporate officer) Builders License No. .... � '.............. Plumbers License No. ..... .� ............. Electricians License No. - •-••••••••-• NJI✓ Other Trade's License No. ...N�. .......... 1. location of land on which proposed work will be done... .................... Hamlet........................ ............................... House Number Street County Tax Map No. 1000 Section ..��........ Block ....r........... lot a`.�:.'L..... Subdivision ...................................... Filed Map No. ............... L.ot ............... (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ...�d:✓�...................... ;..v b. Intended use and occupancy ....................................... hulwhr .. ttamvaI .... Demolition .... ... ....... Other Work ........... moi- ....................... 4. Estimated Cost I D �d�0 (description) fee ....................... ....................... (to be paid on filing this application 5. If duelling, nuttier of dwelling units .... Nwber of dwelling units on each floor ..... If garage, umber of cars , 6. If business, cahnercial or mixed occupancy N* nature and extent of each type of use.. + 7. Dimensions of existing structures, if any: Fr L'J�� ......... Rear ............... Depth ................. height Number of Stories ........ Dimensions of same structure with alterations or additions: Front ............... Rear ............... Depth .................... Height .................... Number of Stories .......... 8. Diuensions of entire new construction: Dont .. /'� 40 8�!........ Rear ..Z0�..... Depth .. ...... height ...-1�--5Q/ . Number of Stories •.1, 9- Size of lot: Front' O� $( Rear Depot 10. hate of Purchase ....../.. U...... Name of Former Owner ...[J.:�th . 11. lone or use district in whidh premises arefsituated .......!,j�(, 12. Does proposed construction violate any zoning laa, ordinance or regulation: . .,, N, .............. 13. Will lot be regraded .,,,,, ........ Will excess fill be removed from 14. Names of �1 prmuseNJ Owner of premises Name of Architect ...Yv I i � ............... Address ..N QA4.... .... ..} Phone No. _ Name of Contractor Address ...N ...... �,,,,. ...Phone No. ............ 15. Is this property within 300 feet of a tidal vetl * YES „•••.. NO*IF YES, SOUAI(HD IUM 'IXM 13 PM4rr MAY Bc I!QmR[m. PLOT DIAGRAM Iocate clearly and distinctly all buildings, whether existing or proposed, and indicate all set-back dimensions frau property lines. Give street and block ntnber or description according to deed, and show street names and indicate whether interior or corner lot. SfA'lE OF NW Y(AdC, SS COl1NlY (F ....�U e- ........•.......being dul. sworn (Name of individual signing contract) Y deposes and says that he is the applicant above nm%--J, Ile is the .......•Y KN9- c-::5-rt vv� j Zr'YZ Qi�S r� .agent.....,..cor...pora....t.e. officer,.etc.)......................... (Contractor ..........I........... > 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 mann, set forth in the application filed therewith, Stern Co before me this n .�..`. ....day of .�F .....19. /��.. Notary Public ... ............. ................ HELENE D.HORNE (Si re of Applic t) Notary Public,State of New Yah Q491364 ualified in Suffolkk County, Commission Expires May 22, �Do/ T jonrE2, IA.w. �3 `36 SS: cI �-jonl�.2 • TO �5 ii r-- Vp G Is- a- — - ------- T ..t ' T 13.47 I �] `n` La o V p ?r1oy .p i J�:u!hnn�ed aheretion or add-Kan to:!I's survey is a violation of r i` rti ►� i y ••'� G ;� ✓� Section 7209 of the New York Stets Education law. r' -• `l Copies Of this survey map not b9eng the land surveyor's inked seal or ambo-ed seal shatl not be casidsred 1 t to be a valid true copy. 'J •' Guarantees Indicated hmam shah run only Lo the person for whom the stormy k prepared,end on tda behatl to tate landirig lnsfiftWm F+sa.o hanon _ toj the assignees d the Mrdns7 Nslf- S :IT(,U f�'�' X lotion.Gum"fess s ars not rw akrable m additional institution!or CUT l-1 1or,mw& ' �, , - 1� �r a,;: -:: r ;• :.2•a . 148 Tt�� U �F SUJ ,i L Y• Q _ U, IIS; 13 ' � /` li l� c< i v l( t L C 1 --T— ........ S 1 !7 �� 19 /\ v r` i YY' L C. _ L N 1, / r x ecu T H� r5 MINATED COLUMNS - NO 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S )LUMNS USED IN MORTON BUILDINGS ARE PRESSURE TREATED BELOW GRADE TO A RETENTION OF 8 IUNDS PER CUBIC FOOT WITH CHROMATED COPPER ARSENATE TYPE III, OXIDE -1 (PE, AS LISTED IN N U p a DERAL SPECIFICATION TT-W-571J. THE TREATED PORTION OF THE COLUMN EMBEDDED IN GROUND :\\ o TALL BE LAMINATED WITH STAINLESS STEEL NAILS. 1�,>•��\ n IOTINGS AND ANCHORAGE - COLUMN HOLES ARE DUG 4 FEET DEEP MIN. DEPTH BELOW GRADE AND �.•\� J ADY-MIX CONCRETE PADS OR DRY CONCRETE MIX PADS ARE POURED IN PLACE (NOTE PLANS FOR S\;,� J� O m ?E & TYPE). TWO GALVANIZED STEEL BASE ANCHORS ARE PLACED 1" FROM BOTTOM OF COLUMN 1 1/2" GALVANIZED STEEL ROD PLACED 2 1/2" FROM BOTTOM OF COLUMN.( SEE SECTION )ADDITIONAL CONCRETE AL p MIX POURED AROUND BASE OF COLUMN THEN BACKFILLED WITH SOIL AND COMPACTED AT 8" INTERVALS. Z 'LASHBOARDS - SPLASHBOARDS ARE NO 2 OR BETTER SOUTHERN YELLOW PINE 2"x8" S2S AND CENTER \\•�' �'\v' ITCHED, PRESSURE TREATED TO NET RETENTION OF .6 POUNDS PER CUBIC FOOT WITH CFIROMATED COPPER 25ENATE TYPE III, OXIDE TYPE, IN ACCORDANCE WITH AMERICAN WOOD PRESERVERS' ASSOCIATION SPECIFICATION ! ONE ROW IS FURNISHED FOR BUILDING ON A LEVEL SITE. z LAMING LUMBER - SIDE NAILERS ARE 2"x4" S4S OR 2"x6" SPF NO.2 OR BETTER SPACED APPROXIMATELY 30' OC w XA IR TH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS, ROOF PURLINS ARE 2"x4" S4S NO. 2 OR 0 "M _TTER ON EDGE SPACED APPROXIMATELY 24" OC. ALL OTHER FRAMING LUMBER IS NO 2 OR BETTER. ( SEE SECTIONp�x�1�pOR 0 U � � )OF TRUSSES - FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL fRUSS PLATES AS FUL :QUIRED AND KILN DRIED LUMBER AS SPECIFIED. IN-PLANT QUALITY CONTROL IIISPECTION IS CONDUCTED !J I�TNL„WCERT�F�CA� " u � JDER THE AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN ACCORDANCE WITH '��;UPANCY _ JRRENT STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. DING PANELS KYNAR 500 HYLAR 5000 - 0.019" MIN., G90 GALVANIZED OR AZS. p 4LVALUME, WITH AN ADDITIONAL BAKED-ON K•YIJAR 500/HYLAR 5000 FRJI5H, PAIi•if IS APPROVED AS NOTED z U DM, i MIL THICK ON EXTERIOR - a SP a,�d� 7 j 4 DATE: T° t )ORNG PANELS FLUOROFLEX 2000 TM - 0.019" MIN., AZ55 GALVALUME WITH AH a� FEE T A. )DITIONAL BAKED-ON THICK POLYURETHANE PRIMER AND KYNAR 500/HYLAR 5000 TOPCOAT NOTIFY BUILDING ART 1 0 765-1802 9 AM TO 4 PM FOR iHl- xo TH A TOTAL MINIMUM PAINT THICKNESS OF 2 MILS. FOLLOWING INSpE(pDONS: c' m 1 FOUNDATION • TWO flEQU1RF.1h i_� o !.W - DIE-FORMED TRIM OF 0 019" MIN., G90 GALVANIZED OR A755 GALVALUME STEEL FORPOUHED CON CRETE BIi: a 2. ROUGH - PMMING m PLUM1 . I J GABLES, RIDGES, CORNERS, BASE, WINDOWS, AND DOORS WITH SAME FINISH AS 3.Q INSUFINALLATIOCNONy'(pUCTION Mli'. 0 p )OFING OR SIDING PANELS. BE COMPLEifi FOO CSH x ALL CONSTIIUCTION SHALL ME'. JTTERS - 5" K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, KYNAR 500/HYLAR 5000 THE flE0U1RfiMENTS OF THE N ON 1 1 w STATE CONSTRUCTI CODES. NRESPON NISH TO MATCH TRIM, ON BOTH SIDES OF THE BUILDING OT �� DESIGN OR CONSTflUCTION ODI I=' LF 0 o Q0 )DITIONAL NOTES 4., ) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS INCORPORATED AS PART OF THESE DRAWINGS. BUILDING NG DESIGN CRITERIA T'rPl_CAL LUMBER SPECIFICATIONS - 1991 NDS DRAWN BY: SAM 865 ALL INTERIOR PARTITIONS AND ROOM FINISHES IF NOT INCLUDED WITH THESE DRAWINGS SHALL BE PROVIDED USE GROUP 'P C 4.2 _ SIZE DESCRIPTION BENDING VALUE F6 DATE: 3-15-99 CONSTRUCTION TION TYPE 58 _ 2"x 4" N0.1&2 SPF 1313 PSI BY OWNER- STANDARD FINISHES SHALL HAVE LESS THAN 200 FLAME SPREAD RATING AS REQUIRED BY LIVE ROOF L0. LOAD DESIGN 30 PSF 2"x4" 2100f MSR SPF 2100 PSI CHECKED BY: MIKE WIND LOAD I 85 MPH 2"x6" NO 1&2 SPE 1138 PSI DATE: ASTM E84 FOR ORDINARY CONDITIONS AND 25 OR LESS FOR EXITS. PASSAGEWAYS, AND CORRIDORS- FLOOR AREA EA 3150 SQ FT 2 'x6" N0. 1 SYP 1650 PSI -ZG ' 9"x8"' N0. 1 SYP 1500 PSI REVISED DATE: FLOOR COVERINGS JUDGED TO REPRESENT AN UNUSUAL HAZARD SHALL MEET THE SAME TESTING PROCEDURES I 2"x10" NO. 1 SYP 1300 PSI 2"x12" NO, 1 SYP 1250 PSI REVISED DATE: AS REQUIRED FOR WALL AND CEILING FINISHES. ALL 1950f MSR SYP 1950 PSI REVISED DATE: 1 1/2 x16 LAMINATED VENEER LUMBER 2800 PSI MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED DIFFERENTLY ON SPECIFIC 3 1/2"05" GLU-LAM 1650 PSI REVISED DATE: 51 4"x161 2" GLU-LAM 2400 PSI _ JOB DRAWINGS OR SUPPLEMENTAL INFORMATION, 51 4"x191 2" GLU-LAM 2400 PSI NOTE: HIGHER GRADE MATERIAL REQUIRED AS NOTED ON PLANS. KYNAR 500 IS A REGISTERED TRADEMARK OF ELF ATOCHEM NORTH AMERICA, HYLAR • t-V'J ,ryi) •S,,x y. 5000 IS A TRADEMARK OF AUSIMONT, USA SHEET INDEX I( SHEET # 1 DESCRIPTION "Jr> S2x4FK 2-96 `�:? Llh l9iaxP�� 1 OF 5 SPECIFICATIONS & SHEE7 _ET INDEX HEREBY CERTIFY THAT THE ARCHITECTURAL DESIGN -_-_- 2 OF 5 COLUMN PLAN FOR THIS BUILDING WAS PREPARED BY ME OR UNDER 3 OF 5 ELEVATIONS MY DIRECT SUPERVISION AND THAT I AM A DULY 4 OF 5 SECTIONS & DETAIL LICENSED ARCHITECT , i I ' 1 (,� U (•l SCALE: 5 OF 5 TRUSS DRAWING C5 W. 14UWLA-)l REG.C/IA ZECT DATE /� SHEET NO. 1 OF � O V 'd I M N CL! I CL M _O m n \ \ / •r' - -I O° I� fo. 1 �N , B Y N Ho bI � I I QQi•e----- Z w 1� . No 5" O.G GUTTERS U> �= I HI-RIB STEEL 1O N r T#21 CORNER TRIM wm Q. M T#167 IRANSITION TRIM W HI-RIB STEEL WAINSCOT 0 m T#21 CORNER TRIM Q� 7 T#167 BASE TRIM SOUTH ELEVATION Z w w LL z CD mac- O 3 2 0 1 q� T#i6 GABLE TRIM -" 4 T#i6 GABLE TRIM H �-t O L-L-J HI-RIB STEEL HI-RIB STEEL Z O T#21 CORNER TRIM T#21 CORNER TRIM m0 U 0 T#167 TRANSITION TRIM 1#167 TRANSITION TRIM Q HI-RIB STEEL WAINSCOT HI-RIB STEEL WAINSCOT o T#21 CORNER TRIM T#21 CORNER TRIM _ T#167 BASE TRIM T#167 BASE TRIM Z' ^ x V m m EAST ELEVATION WEST ELEVATION U5 D � Z D � W a J N QO 0 VENT-A-RI II GE DRAWN BY: BAM 865 DATE: 3-15-99 CHECKED BY: DATE: 5" O.G, GUTTERS REVISED DATE: REVISED DATE: HI-RIB STEEL T#21 CORNER TRIM REVISED DATE: REVISED DATE: T#167 TRANSITION TRIM HI-RIB STEEL WAINSCOT T#21 CORNER TRIM T#167 BASE TRIM `I Ip I NORTH ELEVATION aJ-IID � SCALE: 1/8" 1 �] SHEET NO. / 6011 0 F N U � 2"x4" PURLINS Q� (2) 60d R.S. NAILS IN �+CD OVERHANG RAFTER 3'" �� M 2"x4" PURLIN CUT TO FIT 6 FF2000 HI-RIB STEEL BETWEEN OVERHANG FRAMES O wm 5" MESH G Q� 2"x4" PURLINS @ 24" 0 C. k 9 V z N0. 2 SPF 41 ( ) 2"'x6" BEV (FASCIA - Y w 2"x4" BEV. PURLIN Z a WIRE MESH FILLER STRIP Q 2"x6' BEV FASCIA 2"x6" OVERHANG NAILER 5" 0 G GUTTERS 2"x8" HEADER (NO 1 SYR) 42' S C TRUSS L T#144 & 146 FASCIA TRIM .� 42' S.C. TRUSS T#71 TRAGIC COVER SOFFIT -- 51M TRACK L� HI-RIB/SOFFIT CAP (2) 1/2'"x5 1/2"" M. BOLTS & 3"x4' TRACK BOARD 340E TRUSS HANGER W/(14) 1 1/2° R.S. NAILS } - (8) 20d R.S NAILS 7 1/2"x2" BLOCK & (1) 1/2"x2 1/2" M. BOLT w 'L - 2"x6" OVERHANG NAILER 14'-0" ALUMASEAL GRADE TO BOTTOM T#172 JAMB TRIM 5 1/4"x16 1/2" GLU-LAM O OF TRACK GIRT HEADER (2400fb) O U FII-RIB STEEL (KYNAR) 3-2"x8" JAMB COLUMN I 2"x3" JAMB BEYOND W/ADDITIONAL " ----3-2"x6" LAMINATED COLUMN -— 2"x8" LAMINATE FOR HEADER SUPPORT (3) ROWS 2"x4" NAILERS 2100f MSR SPF rr V m 1 1/2"xi 1/2" VERTICAL BLOCKING SLIDING DOOR HEADER SECTION 3- BL-LJ 14'-0" AT COLUMN LOCATION O �� z GRADE TO HEEL7 y SCALE: 1 '� = 1'-0" L T#167 TRANSITION TRIM L� 2"x6" NOTCHED NAILER HI-RIB STEEL WAINSCOT (KYNAR) o 7/16" OSB PROTECTIVE LINER Z p T#167 BASE TRIM V m �(1) ROW 2"x8" TREATED SPLASHBOARD d 4" CONCRETE FLOOR (BY OWNER) 2"x4" PURLIN Q z TO FINISH GRADE 4" MINIMUMCOMPACiED GRANULAR BASE 1• 1 . 1 a (BY OWNER) 1/2 �I vi CONCRETE FLOOR NDTES J 1.) 3500 PSI, 5 1/2 BAG MIX CONCRETE O 2.) REINFORCING, GXB-10XID WWM 4'-O" 3) SLOPE GRADE AWAY FROM THE BUILDING 0 2% MINIMUM FOR A DISTANCE OF 5'. 6Gd R S. NAIL 4.) 6 MIL POLYETHYLENE VAPOR RETARDER PLACED 4" BELOW THE BOTTOM OF THE CONCRETE FLOOR u 46M BASE ANCHORS 20 go GALV PURLIN CONNECTOR 8"" THICK READ]-MIX PAD OR (4)50# BAGS DRAWN BY: BAM 865 i OF SACKRETE PRE-MIXED W/WATER. PLACE TRUSS °, � � � DATE: 3-15-99 (2)50# BAGS OF SACKRETE PRE-MIXED W/ WATER AROUND COLUMNS WHEN SETTING CHECKED BY: o• 20'"m NOTE DATE: CORNER AND EIVDWALL COLUMNS WILL REVISED DATE: HAVE 15" DIA HOLES W/8" THICK READI- MIX PADS OR (1)50# BAG OF SACKRETE. // REVISED DATE: PLACE (1)50// BAG OF SACKRETE AROUND COLUMNS WHEN SETTING. REVISED DATE: REVISED DATE: C PEAKSIDESIDETAND xl O(2) ON RIP SCREW EAVON SIDEWALL SECTION A— A SIDE OF PURLIN IN HOLES SHOWN (JOINT MUST BE TIGHT BEFORE - 85 M.P H WIND LOAD FASTENING CLIPS) 1 ��"' •` SCALE 1/2" = 1'-O" 4, �;;1 2" x4" BUTTED PURLIN DETAIL SCALE: AS IJOTED SHEET110 1 O. � �.b} OF Ln C, o a- • I cn N W-4 rn o M V w M TRUSS SPACING 7'-6" 0.C. z LIVE LOAD 30 PSF CDP Li DEAD LOAD 4 PSF z CEILING LOAD - PSF V) C-D x TOTAL LOAD 34 PSF Z o_ W Q W L Z Q C.7 z 10x15 PL. O >eo ° 70, p U ML 117 -__ n 11 x1 5 PL. °oeeo O W .� WEB ##1 r C, #2 Z O 83 I 12 = X 2"x4" WEB � 4 C 0 STIFFENER WEB ##2 3x5 PL. 2„ 16x9 PL. 18 GA. � WEB ##3 x10., o_ 13x8 PL. 18 GA. ZX WEB #4 O M 16x10 PL. 18 GA. ° ^� °°°° 11 x11 PL. �.Oe SSe°0ee° eeee -- 0 °eo 00 9x9 PL. H.B. °eepoveeeeee°eeeee°° �� C: O 00 °O 000°°°00°0000° 0000 0000 °0000 ° Ooo° oeeooee 000000e oo 0 e0 eee°eee 2 x4 ee0e0ee 15-1/2" W 000eeo ee°°°° oe>%S SS%o% eee °°°° °° ° ° °°eee °ee 0000 e:>e ° e °°° 2„x6„ °eee LOWER CH c� z Qx X CAMBER AT5'0-1/4” 12'2-13/16" W oW CENTERLINE 1-1/4" 20'10-1/2" J vi o 0 r- TRUSS DESIGN SPECIFICATION: Truss has been designed by computer using the Purdue 42 LL S. C. TRUSS Plane Structure Analyzer IAW current standards and specifications of recognized engineering principles. Output data will be provided upon request. DRAWN BY: BAM 865 LUMBER SPECIFICATION (1991 NDS for Wood Construction): DATE: 3-15-99 Lower Chord -- 195Of - 1.5E MSR Southern Pine CHECKED B Top Chord -- 1950f - 1.5E MSR Southern Pine Top Chord --- No. 1 K.D. - 19 Southern Pine DATE: Web Members -- No. 1 K.D. - 19 Southern Pine REVISED DATE: TRUSS PLATE SPECIFICATION (ICBG Evaluation Report No. 2929): REVISED DATE: ASTM A-446, Grade A 20 Ga. and 18 Go. where noted, REVISED DATE: galvanized steel Morton truss plates identified by o hexagon stamped every 1-1/4" along the center of the plate. REVISED DATE: RAFTER LENGTH 22'0-1/16" Webs are 2x4's (SCALE- AS NOTED SHEET N0. 5 OF