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TYPICAL DECK LAY-UP
<br />1. START LAYING DECK AT CORNER W/ TONGUES
<br />OUTWARD IN DIRECTION OF LAYING.
<br />2. DRIVE COURSES TIGHT W/ BLOCKING.
<br />3. ATTACH DECKING PER DETAILS ON SHEET 5.
<br />DECK PLAN AT CORNERS
<br />FASCIA NOTES:
<br />1. ALL FASCIA CORNERS AND SPLICES ARE TO BE MITERED.
<br />2. SEE DETAIL A FOR SPLICE DETAIL.
<br />3. ATTACH FASCIA WITH 10d HDG CASING NAILS:
<br />a. TO 2x4 NAILER - 24" O.C.
<br />b. TO ENDS OF ROOF DECKING - 1 NAIL PER DECK BOARD
<br />c. AT CORNERS - 2 NAILS EACH DIRECTION
<br />d. OTHER LOCATIONS - 24" O.C. TO ROOF DECKING
<br />2 x 4 NAILER
<br />A. MITER ALL SPLICES
<br />B. NAIL SPLICES TOGETHER WITH (2) 10d HDG CASING NAILS, DRIVE
<br />NAILS AT AN ANGLE TO AVOID PUNCHING THRU FASCIA.
<br />6-0" MIN. TO Z-0" MIN.
<br />ROOF CORNER FASCIA SPLICE
<br />NAILER SPLICE
<br />! --- ---- --- —1
<br />DETAIL A
<br />(2)-16d PER DECK BOARD
<br />FASCIA --' V/
<br />SECTION
<br />FASCIA
<br />\.-- NAILER
<br />DECKING
<br />METAL DECK
<br />NOT SHOWN
<br />HOOD DECK
<br />NAILER
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<br />ROOF DECK SUPPLIER TO PROVIDE A \
<br />UNIVERSAL HIP/RIDGE CAP. SEE DECK
<br />DETAIL FOR ATTACHMENT. I
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<br />4" x 26ga. x 50ksi MAX Min MMnrAk11,-"=^ o^^ff """in, Ll
<br />(T-0" COVERAGE PEF
<br />ATTACHMENT. OVEF
<br />DECKING.
<br />SEE EAVE DETAIL ON
<br />SHEET 5
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<br />10'-9"
<br />24'-0" OUT/OUT FASCIA
<br />FRAMING PLAN
<br />SCALE: 1 /4" = V-0"
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<br />DESIGN CRITERIA:
<br />CONTRACT NOTE:
<br />2010 Florida Building Code
<br />Reference accepted proposal and/or executed contract for identification of items furnished by RCP Shelters, Inc. Any item
<br />Type of Construction: Type III-B
<br />not specifically included shall be provided by owner, installer or others. Some items are specifically noted as N.I.C. (not in
<br />Occupancy Classification: Assembly A-3
<br />contract).
<br />Building Occupancy Category II
<br />Mean Roof Height = 10'-0"
<br />SOLID TIMBER SPECIFICATIONS
<br />Building Volume = 10,000 ft3
<br />2 x 4 Nailer ----------- #1 SYP, S4S, KD, Seal
<br />No. of Occupants = 150 (7 ft2 per person)
<br />2 x 6 Fascia ---------- #1 SYP, S4S, KD, PENTA TYPE C 0.3 pcf, Seal.
<br />2 x 8 Roof Deck ----- #1 SYP, T&G, S/L, CM, EV1 S, KD, Seal.
<br />ROOF DL
<br />Deck furnished in specified lengths (S/L), not precision end trimmed (PET), field cutting required.
<br />Metal Roofing & Felt 1.2 psf
<br />Nom. 2" T&G Deck 4.6
<br />STEEL & HARDWARE SHOP NOTES:
<br />Misc. 1.2
<br />1. All steel plate to be ASTM A36.
<br />Total = 7.0 psf + weight of framing
<br />2. Steel tubes to be ASTM A500 Grade B, Fy=46ksi.
<br />3. Steel pipes to be ASTM A500 Grade B, Fy=42ksi.
<br />FLOOR LL
<br />4. All welding is to be done in accordance with latest AWS standards. If welds are not specified, all welds are to develop full
<br />L = 100 psf
<br />strength of all component parts.
<br />5. All bolts to be ASTM A325. Exception: Anchor bolts and all bolts smaller than 1 /2"0 to be A307.
<br />ROOF LL
<br />6. All holes in steel to be 13/16"0 unless noted otherwise.
<br />Lr = 20 psf
<br />7. All fabricated steel to be hot -dipped galvanized
<br />8. Hardware (bolts, nuts, washers, etc.) to be furnished black unless noted to be hot -dipped galvanized. Shop to verify hole
<br />WIND LOAD
<br />tolerances and tolerances of threaded parts for compatibility of the galvanized parts only.
<br />Risk Category II
<br />Vult = 140 mph, Vasd = 109 mph
<br />ERECTION NOTES:
<br />Exposure 'C', Open Building w/ GC I = 0
<br />Component & Cladding Wind Presgu' res: See this sheet
<br />All steel members must be properly braced until the complete structural system has been constructed. Correction of minor
<br />drift be legitimate
<br />misfits and a reasonable amount of reaming or alignment with pins will considered a expense of erection.
<br />In the event of error, defect in materials, and/or workmanship of shop work which prevents proper assembling and fitting up
<br />of parts by the moderate use of drift pins, or reaming, immediately report to the seller and obtain seller's approval of the
<br />method of correction.
<br />Bolts through slotted holes in steel are to be left finger tight only to allow for future movement. Other bolts are to be snug
<br />tight. Torque measurement is not required.
<br />NOTE: This building has been designed as a free standing, open structure. If walls are to be added, or if the building is to
<br />adjoin another structure, or if other modifications are to be made, the structure must be re -engineered prior to these
<br />modifications (by others).
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<br />METAL ROOFING NOTES:
<br />CLEAR PROTECTIVE FILM MUST BE REMOVED FROM ALL METAL
<br />PRIOR TO INSTALLATION.
<br />METAL ROOFING SHOULD BE STORED INDOORS OR WHEN
<br />STORED OUTSIDE IT SHOULD BE STORED UP ON BLOCKS WITH
<br />FINISHED FACE UP AND SLOPED TO DRAIN.
<br />DURING INSTALLATION, ALL METAL SHAVINGS MUST BE
<br />REMOVED IMMEDIATELY TO AVOID RUSTING OF PANELS.
<br />HARDWARE PARTS LIST
<br />QUANTITY
<br />LOOSE
<br />ATTACH
<br />HARDWARE DESCRIPTION
<br />PART NO.
<br />REMARKS
<br />12
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<br />1/2"0 x 2" BOLT
<br />H325P 050 0200
<br />16
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<br />1/2"0 x 3" BOLT
<br />H325P 050 0300
<br />12
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<br />1/2"0 x 7 1/2" BOLT
<br />H325P 050 0750
<br />8
<br />L
<br />3/4"0 x 8" BOLT
<br />H325P 075 0800
<br />6
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<br />3/4"0 x 8 1/2" BOLT
<br />H325P 075 0850
<br />12
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<br />1/2"0 HEX NUT
<br />HN325P 050-13
<br />28
<br />A
<br />1/2"0 HEX NUT
<br />HN325P 050-13
<br />14
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<br />3/4"0 HEX NUT
<br />HN325P 075-10
<br />16
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<br />4 1/2" SQ. COVERPLATE ASSEMBLY
<br />CPA-1
<br />GALV.
<br />14
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<br />5 1/2" SQ. COVERPLATE ASSEMBLY
<br />CPA-3
<br />GALV.
<br />24
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<br />3/4"0 x 24" (A307) ANCHOR BOLT
<br />N.I.C.
<br />24
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<br />1/4" x 3" SQ. WASHER
<br />N.I.C.
<br />48
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<br />3/4"0 HEX NUT (ANCHOR & LEVELING)
<br />N.I.C.
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<br />10d NAIL
<br />N.I.C.
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<br />16d NAIL
<br />N.I.C.
<br />1200
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<br />1/4"-20 x 3" THREAD CUTTING SCREW
<br />HTCSF 025 0300 1
<br />#1
<br />COL_ 7 7
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<br />ROOF PLAN
<br />a = 3'-0"
<br />ULTIMATE DESIGN PRESSURES FOR COMPONENTS & CLADDING
<br />ZONE
<br />PRESSURE
<br />SUCTION
<br />2
<br />63 PSF
<br />58 PSF
<br />3
<br />81 PSF
<br />75 PSF
<br />THIS PRINT IS THE PROPERTY OF RCP
<br />SHELTERS AND IS NOT TO BE USED,
<br />COPIED, OR REPRODUCED WITHOUT
<br />THEIR EXPRESSED WRITTEN PERMISSION,
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<br />UNLOADING, HANDLING & STORAGE OF DECKING (0 J W
<br />DECKING WILL BE DELIVERED IN BANDED BUNDLES, WEIGHING APPROXIMATELY ONE TON. BUNDLES SHOULD REMAIN BANDED UNTIL DECK IS TO BE N = W
<br />INSTALLED. A FORKLIFT OR SMALL CRANE WILL BE REQUIRED FOR UNLOADING. BE SURE TO USE NON -MARRING SLINGS. IF STORED TEMPORARILY, DECK SHOULD BE w W
<br />PLACED ON BLOCKS & LEVELED, WELL OFF OF THE GROUND. IF WOOD DECKING IS WET &/OR STAINED, CONTACT RCP SHELTERS AND DO NOT INSTALL DECK. ■ ■
<br />IT IS THE ERECTORS RESPONSIBILITY TO TALLY THE DECKING UPON ARRIVAL. NOTIFY "RCP SHELTERS" AT ONCE OF ANY SHORTAGES.
<br />i (} 0 ►.ilt
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<br />Daniel P :°�
<br />PROJ. NO.:
<br />Seymour 14-221-A
<br />Daniel P. Seymour, P.E.
<br />2014.1 2.23 Enterprise Engineering Consultants, LTD.
<br />710 French Street °� CJT 12-18-14
<br />07:46:37 -061001 Peshtigo, WI 54157 CHK'D: DPP 12-19-14
<br />FL Corp. Certificate No.: F00000005724
<br />FL PE. NO.: 71972
<br />DESIGN CERTIFICATION FOR. REV 1:
<br />BUILDING SIZE: 24' x 44' ``0%J11uts�j'�'
<br />REV 2:
<br />BUILDING LOCATION: ZEPHYRHILLS, FL ,�� �� E"sF�'0 e" REV 3:
<br />THIS CERTIFICATION OF DRAWINGS IS FOR THE ONE REV 4:
<br />` �No. PE71872� '
<br />BUILDING ONLY AT THE SITE LISTED ABOVE. IT IS VALID* c SHOP DWG NO.: 10722R1
<br />ONLY IF THE MATERIALS SHOWN ON THESE DRAWINGS =-W )W,
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<br />ARE FURNISHED BY RCP SHELTERS, INC. AND ONLY IF %\ STATE IF ) EEC JOB NO.: 10722 R V
<br />MATERIALS ARE PAID FOR IN FULL. lo ;P `��OR►� W" �.`�
<br />.4 ............. ��``�� SHEET NO.:
<br />IF MODIFICATION IS MADE WITHOUT EXPRESSED WRITTEN
<br />CONSENT OF RCP SHELTERS, INC., OR IF PAYMENT IS NOT OF 6
<br />MADE IN FULL, THEN CERTIFICATION BECOMES NULL & VOID.
<br />
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