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HomeMy WebLinkAbout20020669HILL. OF MATERIALS $C 0V ED WOOD St Lucie 0 NO. REQ'D. DESCRIP- TION DET ON MK SIZE LENGTH STRESS COMB. CAM- HER NOTL REMARKS 3 PCS. BEAMS 1 B-1 SEE SH. 1 16' 24f-V3 NO 1 76 FBM FASCIA 1 F-1 2" x 6" 4/10'-2/18 #1 2 827 FBM DECK 1 2" x 8" 62110' #1 3 6 PCS. COLUMNS 1 C-1 5" x 5 1/2" 12'-0" 50 1 CCA 0.6 PCF NOTES 1. GLU-LAM SYP- SEALED 2. SYP -S4S - CCA 0.4 PCF 3. SYP-CM-EV21S-KD-S/L HARDWARE STRUCTURAL STEEL ITEM SIZE NO. REQ REMARKS DET. ON SHEET MARK NO. I NO. REQ'D. REMARKS NAILS 16d 10 # DECK 1 MK-1 12 GALV FINISH 12d 2 # GALV. A.R. NAILS 4 GA. x 2 1/2" 200 PCS. S-1 WATERPROOFING (NOT BY RCP) ITEM NO. REQUIRED REMARKS 20 YR FIBERGLAS SHINGLES 4 1/3s s. BROWN 15# ASPHALT FELT 2 rolls ALUM. DRIP -EDGE 80 LN. FT. ROOFING NAILS 10 # GALVANIZED RCP SHELTERS, INC. PHONE: (561) 288-3600 935 SE CENTRAL PARKWAY, STUART, FL 34994 1- 16' x 20' PALM BEACH SHELTER FREDRICK DOUGLAS BEACH STATE PARK PORT ST. LUCIE, FL RCP JOB NO. 00-030 A,B,C 2/7/00 IMPORTANT NOTE Glu-Lam members are factory sealed for protection in transit (only). Fascia & Deck are shipped unfinished. Iri order to preserve the beauty of your shelter, and to minimize surface checking, RCP strongly recommends that field coat(s) of oil based stain be applied to all exposed surfaces as soon as possible. Factory pre -finishing is available at additional cost. S&& '5"we-r 2 E,/) 9 ?j THIS MAP TO BE USED FOR TAX ASSESSMENT PURPOSES ONLY pi e4p 0 0 SHEET SECTION - TOWNSHIP 35 S. RANGEEFRECERICK DOUGLAS -41 . ASSESSMENT MAP ST. LUCIE COUNTY, FLORV SIDE ELEVATION SELF SEALING SHINGLES W/ 20 - 'rEAR WARRANTY, OVER 15" FELT. CLA55 "A" FIRE RATED (BY GC). 2" 01 GRADE 50. Y. PINE DECK - V-JOINT, CENTER MATCHED. 2x6 0.25 PCF RETENTION CCA PRESSURE TREATED 01 50, PINE FASCIA 3 1/2" FINISH CUT 2'-0 1/4" 5" x 51%" GLU-LAM COLUMN _ PRESSURE TREATED W/ C.G.A. TO 0.60 LBS. PER CUBIC FT. RETENTION, 545, E45E EDGES. 4" CONIC. SLAB W/ 6xFi"10 WOVEN WIRE MESH. ALL - CONCRETE WORK BY OWNER. WELL COMPACTED SAND FILL OVER NON -ORGANIC NATURAL SOIL. t S, S-I 5 1/2" FLAT _—_--- -- -- -- I - T- o I I 1 I I I I I I I I t-- I I I I I I I I I I I I I l i- I I I I I I I I J�L__1 V USE 6-E5" SPIKES INTO WOOD I I COLUMN TO ANCHOR COLUMN I I 1 1 I TO FOOTING I I I �y I I LI J I I -�-,-_-I-----L I V � I DESIGN ASSUMPTIONS 3000 psi 0'11N.) Fc' CONG. -s 28 DAYS. 2000 psF 501L BEARING 133 psF PASSIVE BEARING ALL CONCRETE WORK IS BY INSTALLER. 24",P 1$ 5'-(1/4" FRONT ELEVATION Ii C. BE,'4M B-1 5" WIDTH 3 REQ'D. SOUTHERN PINE 24F-V3 I BUILDING a BEAM c� --- -------- 4- 1 U I i I U U - ' n I I I ,DECK U m - - - (a to m p 6 J 0 u I I I I I u u u m , ry THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITI4 ALL APPLICABLE CODES, -..`! �� ry f ! FY,.a ��wpy,F , 1 d xl '� f�'M'✓61 i9 11flN91'IJ 1j1 il�'f� M1i efd F�lrl �''i A�J,i ii��l _ 5 ra `� `"` o �9�'e���r � ! i v x✓✓ r..l :u :3„ tt Z� F v• i x`5. 'A. n o .':. 5 - _AM COL (5"x5 1/2") SECTION A I COLUMN C-1 GLUE -LAM 5" x 5 1/2" r COMB. " 49 1:12 �o REQ'D. TREATED W/ G.G.A. (0.6"/0J. FT.) El 0'-0" TOP OF GROUNDLINE COLUMN REACTIONS VDL+LL = 1,S50 " VDL+WL (NET UPLIFT)= -500 " HWL = ±530 " U rLUL t3650 "-FT SECTION AT BEAt f 4 COL, NO SCALE "' ur)RIZONTAL TIES O.C. 4 - 04 VERTICAL BARS FR,4MINC; PLAN 5" ' 0 0 0 0 0 0 0 0 0 Q a ..-ALES :N 5-==- _ C_ / PREDRILL WOOD IN FIELD IF NECESSARY TO AVOID SPLITTING. B-I 1 i I I I I 1 I I I I MITER ENDS OF FASCIA 47 COMERS. BUTT FASCIA ONLY AT BEAM ENDS. G FASTEN FASCIA TO BEAM] UJ/ 3-100 NAILS AT EACH JUNCTION E TO DECK s 12" O.C. ( SIDES) 4 8" O.G. (ENDS). DECK PLAN AT CORNERS y 3a SECTION G NO SCALE 1 SECTION NO SCALE B-1 LAMINATED WOOD SPECIFICATIONS SPECIES: SOUTHERN YELLOW PINE LAMINATION THICKNESS: I" NOMINAL STRESS COMBINATION: SEE MATERIAL LIST ADHESIVE: RESORCINOL APA/EWS GRADE: ARCHITECTURAL FINISH: SEAL PROTECTION: INDIVIDUALLY WRAP HARDWARE: PER DETAILS AND LIST TREATMENT: CCA O.6 PCF is COL'S ONLY DESIGN CRITERIA: A. Code: 199"1 STANDARD BUILDING CODE, B. RooF DL = 5 psF + Framing weights C. RooF ILL 20 Basic D. WL = 110 mph APA/EW5 STAMP a CERTIFICATE 6Nllnvt� J St Lucie COOW I. MATERIALS, MANUFACTURE AND QUALITY CONTROL OF GLU-LAM SHALL BE IN CONFORMANCE WITH. AI`1ERICAN NATIONAL STANDARD FOR WOOD PRODUCTS - STRUCTURAL GLUED LAMINATED TIMBER - AN51 AlSO.1 - IS9K. 2. MEMBERS SHALL BE P'IARKED WITH AN APA/EW5 QUALITY MARK AND, IN ADDITION, AN APA/EW5 CERTIFICATE OF CONFORMANCE SHALL BE PROVIDED TO INDICATE CONFORMANCE WITH, ANSI 4150.1 - 1992. SOLID TIMBER SPECIFICATIONS 2 x 8 RooF Deck ----- 01 Grade Southern Yellow Pine. 2 x 6 Fascia --------- S.Y.P. (No. 1) Pressure Treated CCA 0.4 PGF. STEEL < HARDW'ARE SHOP NOTES I, ALL STEEL IS TO BE 45TM A-36. 2. STEEL TUBES TO BE 45TM A-500 GRADE B. 3. ALL WELDING IS TO BE DONE IN ACCORDANCE WITH LATEST AWS STANDARDS ANC ALL WELDS ARE TO DEVELOP FULL 5'.RENGTH OF COMPONENT PARTS. 4. ALL BOLTS TC BE 457M 4-307. 5. ALL STEEL 15 TO BE FACTORY HOT DIPPED GALVANIZED. UNLOADING HANDLING e STORAGE OF GLU-LAM i DECKING LAMINATED MEMBERS ARE WRAPPEC FOR PROTECTION IN TRANSIT. THE ERECTOR IS RESPONSIBLE FOR PROTECTION OF ATERIALS AT ALL TIMES AFTER ARRIVAL AT DESTINATION. IF 57CRED TEMPORARILY. MEMBERS SHOULD BE PLACED ON BLOCKS t LEVELED, WELL OFF OF THE GROUND, t SEPARATED WITH WOOD STRIPS 50 THAT AIR CAN CIRCULATE AROUND EACH MEMBER. COVER THE TOP I SIDES WITH MOISTURE RESISTANT PAPER OR OPAQUE PLASTIC. USE NON -MARRING SLINGS WHEN HANDLING. ROOF COVERING SHOULD BE APPLIED SOON AFTER ERECTION. PROTECTIVE WRAPPING SHOULD REMAIN ON MEMBERS UNTIL DECK HAS BEEN INSTALLED + ROOFING APPLIED. 'HOWEVER, IF THE PAPER HAS BEEN TORN OR PARTIALLY REMOVED DURING STORAGE OR ERECTION, IT SHOULD BE REPLACED OR ENTIRELY REMOVED TO PREVENT DISCOLORATION OF LAM MEMBERS BY SUNLIGHT. -AMINATED MEMBERS RECEIVE ONE FACTORY APPLIED COAT OF CLEAR WOOD SEALER OVER DAP EACµ SIDE OF GOB — �' r'G -7 RY (LF: aD STAIN. IF THEY SHOULD BECOME WET CURING SHIPMENT OR INSTALLATION. OR IF 1/4" DEEP FOR FLUSH THEY ARE CLEANED IN ANY WAY, THESE LAMINATED MEMBERS SHOULD BE UNIFORMLY RESEALED BEFORE ADDITIONAL STAINING OR FINISHING IS DONE IN THE FIELD. FITTING SIDE PLATES. DECKING WILL BE DELIVERED IN BANDED BUNDLES, WEIGHING APPROXIMATELY ONE TON. BUNDLES SHOULD REMAIN BANDED UNTIL DECK 15 TO BE INSTALLED. A FORKLIFT OR SMALL CONN S-1 6— recl d. CRANE WIL- BE REQUIREC FOR UNLOADING. BE SURE TO USE NON -MARRING SLINGS. IT IS THE ERECTORS RESPONSIBILITY TO TALLY THE DECKING UPON ARRIVAL AND NOTIFY RCP SHELTERS AT ONCE OF ANY SHORTAGES. 2 _ MK-I I/4" x 5" x 8" SIDE fEs, . 20 - 4 GA. x 2 I/2" ANNULAR RING NAILS ERECTION NOTES ALL WOOD MEMBERS MUST BE PROPERLY BRACED UNTIL THE COMPLETE STRUCTURAL SYSTEM HAS BEEN CONSTRUCTED CORRECTION OF MINOR P'I15FIT5 AND A REASONABLE AMOUNT OF CUTTING WILL BE CONSIDERED A LEGITIMATE EXPENSE OF ERECTION. IN THE EVENT OF ERROR, DEFECT IN MATERIALS, AND/OR WORKMANSHIP OF SHOP WORK WHICH PREVENTS PROPER ASSEMBLING AND FITTING UP OF PARTS BY SLIGHT CUTTING, MMEDIATELY REPORT TO THE SELLER AND OBTAIN SELLER'S APPROVAL TO THE METHOD OF PECK INSTRUCTIONS CORRECTION. IF NECESSARY TO PREVENT SPLITTING FIELD DRILL COLUMNS STANDARD FOR WOOD PRODUCTS - STRUCTURAL GLUED LAMINATED TIMBER - ANSI;AITC .4190.1 - 1989. I. DECK 15 FURNISHED IN SPECIFIED LENGTHS, 2, START AT EAVE, LAY WITH TONGUES ADVANCING. 3 DRIVE EACH COURSE TIGHT WITH BLOCKING. NOTE: THiS BUILDING HAS BEEN DESIGNED AS A FREE STANDING, OPEN STRUCTURE. IF 4 FACE NAIL 0 TOE NAIL ID EACH BEAM WITH Isd NAILS. 5. RUNS ARE 0'-10' WALLS ARE TO BE ADDED, OR IF THE BUILDING IS TO ADJOIN ANOTHER STRUCTURE, OR IF 1 6 ALL JCIN75 OCCUR OVER BEAM5, OTHER MODIFICATIONS ARE TO BE MADE, THE STRUCTURE MUST BE RE -ENGINEERED PRIOR TO T SNAP CHALK -LINE m ENDS. CUT DECK FLUSH. THE5E MC[DIFIC4TION5. ST. LUCIE COUNTY BUILDING DIVISION REVIEMED I < FOR OOMFI.I,VJCE FILE 1waPY DESIGN CERTIFICATION: THIS CERTIFICATION OF DRAWINGS IS FOR THE Wke DESIGN CRITERIA AS SHOWN HEREIN AND IS NO. VALID ONLY IFMATERIALS SHOWN ON I DRAWINGS ARE FURNISHED BY R.C.P. SHELTERS, INC. AND ONLY FOR THE THREE 2 16' x 20' OPEN AIR BUILDING TO BE CONSTRUCTED AT F.D.B.S.P, 3 IN ST. LUCIE COUNTY, FL. IF DRAWINGS ARE REVISED AND/OR MATERIALS ARE NOT 4 FURNISHED BY R.C.P. SHELTERS, INC., THIS CERTIGiCATION BECOMES NULL AND VOID, 5 MUST 13('2'- Ct' NO Nspl7c TdJG voll RCP Shelters, Inc. Phone: (561) 288-3600 935 SE Central Parkway Stuart, F134994 THIS PRINT IS THE PROPERTY OF RCP SHELTERS AND IS NOT TO BE USED, COPIED, OR REPRODUCED WITHOUT THEIR EXPRESSED WRITTEN PERMISSION. REVISIONS nnIS sr Lo' x 20' "PB" LAMINATED GERM SHELTER :REDRICK DOUGLA5 BEACH STATE PARK - 5T. LUCIE COUNTY, FL DRAWNRAR DATE 2-8-00 PROJECr NO, 224©R SHEET NO. CHKTI DATE CAD PIIP NO. I JOB5/00-030 1 APP'D DATE JOB NO. 0©- 030 '7 o G"2hr c 7 CA/