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Home My WebLink About2540 Jewett Ln (a) 18-4623i i i I I i I i I i WAINRIGHT ENGINEERING & CONSULTING PO Box 498 * St, Augustine, Florida 32085 (W Benada Aluminum Products, LLC Caustic Cleaning and Storage, Sanford, FL. Structural Notes 1. All construction shall be in accordance with the 2017 Florida Building Code, 6th Edition. Live loads (roof) _ 20 psf; floor loads = 450 psf. Dead loads as appropriate. Wind speed ( V utt) =135 mph, 3 second gust. Wind Design Bata ultimate wind Speed: 135 mph Nominal Wind Speed: 105 mph 2. Soil shall be clean, dry sand (SW, SP, SM), free of organics, treated for termite control, with safe soil bearing be the same material, treated for termite control, placed in Risk Category: it Wind Exposure: B 3.00 ft. capacity, qs = 4000 psf. Fill soil, if required, shall of 6 in. lifts and compacted to the same capacity (95 % Standard Proctor) with modulus of subgrade reaction, k, Enclosure Clas sification: Enclosed End Zone Width: = 300 #/in3 min. Internal Pressure Coefficient: 0.18+/_ Roof Zone 1: +16.0 psf max., -329 psf min. 3. Concrete, grout and reinforcing steal shall be placed in accordance with ACI 318-05, with f'� = 4000 psi an -�, a +16.0 f max., 55.2 psf min. Roof Zone 2: max.4 in. slump. � � w Roof Zone 3: +16.0 psf �., -83.1 psf min. Overhangs: -47.3 psf min. psi. Provide a minimum of 3 in. cover 4. Reinforcing steel shall be ASTM A 615, grade 60 bars with FY = 60,000 p 00 Roof at Zane 2 52! -77.9 psf min.and bar lap min. = 25 in UNO. a.� Roof at Zone 3 Overhangs: Wall Zone 4: +32.9 psf max., -35.6 psf min. 5. Welded wire fabric shall be ASTM Al 064, supported on stairs. +32.9 psf max., -44.0 psf min. Wall Zone 5: p Wind Speed was used to determine the above Component 6. Structural steel shall be (rect. pipe) ASTM A 500, Fy = 46 ksi; (plate) A36. Welds shall be AWS, A500, E70XX The Ultimate and Cladding Design Pressures. 7. Bolts, Hots and washers shall be A 307, min., gale. All bolts against wood shall be installed with 1 yW round, flat washers. 8. All structural connections are to be and made to support the full load capacity of the member UNO. Metas connectors shall be Simpson Strong -Tie or equivalent, 304 stainless, installed and attached in accordance with the manufacturer's recommendation. Alternate connectors than those shown may be used if they meet the same load capacities and corrosion resistance as those specified. 9. Nailing connections not specified shall be made in accordance with WFCM Table 3.1. th the 10. Lumber shelf be SP #2 with Fb =1500 psi, Fv =17 psi and E = 1.6 x 106 psi. Wood in contact treated and attached with property coated connectors. ground or concrete shall be pressure preservative Sister all doubled and tripled headers - full penetration of each board with two rows of 12d @12 in. UNC}. All nails: designations refer to common size. 11. Epoxy shall be Simpson Strong -Tie SET or equivalent applied in accordance with manufacturer's specifications. 12. Roofing shall be corrugated fiber glass, opaque panels, ePlastics Super 600, 2.67" profile, or equiv. attached with 1/8 in dia. x 4 in stainless steel screws on every other low flute; edge and mid-purlin @ 12". 13. Crane rail support columns to be braced in both direction to control side sway and rotation at base. Braces and base connection to be provided and installed by crane supplier. ATED FI5EI;<1I.ASa 14. The Builder/fawner shall confirm all dimensions and conditions before beginning the work. If, at any time, different than those shown on the drawings, Wainright PANELS W/ FLAT I" x 2" S.S. conditions encountered or created are significantly Engineering, 904 687 7755, shall be notified immediately. SCREWS d WASHER IN VALLEYS -9 IS" O.C. l5. 13o not scale the drawings. 2x,515 * 2411 O.C. (D$L II 12 Z06 a ALL COLI iS) shall be responsible for all temporary bracing and job site safety. 2 SIMPSON 1.13 EA. END 16. The Builder/Owner or- EA, RAFTER PROVIDE 2x8 PUTLIN s 12L2\\ MIDSpAN W/ Lab 12 SET i5y CRANE HEIGHT NOT TO EXCEED i�k->�11 B,SE PLATE WxW'Xill C- ROUT SMOOTH (4) t" DIA. x -5" 50LTS t)/ WASHER a roll W DEME 2x12 1/4"{ -STEEL PLATE `! x 10-1/2" X 10-1/21' W/ " D1A. 5OLT5 d FLAT 1-1/211 DEA. WASHERS ON WOOD SIDE 2Xa 'f' 5RACE FRONT 4 SACK TO 2x12 A50VE a ALL COLUMNS - (2) 2x8 x 3'-6 ` 0 ALL COLUMIK'S W/ (2)1/2" 5OLTS 0 EA. ENS -I-1 4-1/2" x 4-1/211 x 5/1611 (TYPICAL AT 8 LOCATIONS) 5/ i®Il TYP.. TY't"01111GAL COLUMN SECTION f P] 1/4,l (1) 0 5 DIA.. KEINE. CONTINUOUS___ TAW r-OUNDAyTION TO 5E 21-011 5 6 all O'C' LA ER THAT TANNIC DIAMETER EACI4 WAY all F--00AT SLAB PER - 1' j MANUF RECCOMENPATION FIN. FLR. 01- 11 - (ASSUMED) cv (3) 0 5 CONTINUOUS D 4 LAP 21-0t4 2'-O{{ TANK TYPICAL tC111 ;s 1l -/R F{ - C 1C ATEP F15ERCILASS PANELS ON " WS.P. OVER 2x8 RAFTERS 0 24" O.C. r)OUJ5LE RAFTERS AT COLUMN LOCATIONS 2x5 PUR1..IN 6 MIC>SPAN W/ Lua I SIMP 1-13 ��.* EA. EN OF EA. RAFTER - 2 2 x 12 P.T. W/ (2) ill DIA. ----- ~� \ 5OLTS 4 1-1/2" FLIT AFTER 8G. s1 _ 6 x &x v-4,1€ CORNER12 - eRACE (EA. DIRECTi ) W/ (2){{ DIA. i5OLTS (TYP LOCATIONS)- _... - - ..... - - ._... - _ - _.... - _. ,,.._ - _ _-- r_ e •_ _ _ WSS 4-1/2" x 4-1/2" x 5 +S" 1 (TYPICAL AT ro LOCATIONS) I � 1 � CIE AND MOUNT 5Y OTHERS 1 (1) 0 5 DIA.. REINF. 1 CONTINUOUS 1:5END * LAP V-0}1 a AL CORNERS EACH WAY FIN. FLR 01_�s{ i (AS SUMED) (3) " 5 CONTINUOUS 5END 4 LAS' 1`-6" 0 {{ �� sF_QRQ BkA DlNG DIVISION ALL GCitER P.^!O ;1,_Cr SHALL BE :_:r i\STFsi_ic 'E "ED WITH THE WORK AND I O ,&�c; PROVIDE b MILL. ViC."i-ATE, GANCEf , ALTER CR SETT J. �'r.d {rG'v�s,(cUFi�ll=sFliiRl Fi_ VAPOR l3A ll= 31IAN1' E OF A PERN'Iff PRE VE,Ni; 5EG 1/211 0 11 -fin - %W d i l l! "l, .-. Es. y�. -STATE OF ct' PERMITC F1 t 1`1 , `ONALa X "*at -WIL i i 710N F� CAUSTIC STATION BENADA ALUMINUM PRODUCTS, SANFORQ FL. STRUCTURAL PLANS, SECTIONS &DETAILS By: Arc ie B. Wainright , P.E. Date: 5/9/2018 INRIGHT ENGINEERING Sc CONSULTING 904-687-7755 Dwg No. s-1 COC I i � I SLOPE SLAB ill PER FOOT jj TOWARDS BUMF' PUMP FRNO TAW r ALLr•rMH ME LEoc 1 f_ P] 1/4,l (1) 0 5 DIA.. KEINE. CONTINUOUS___ TAW r-OUNDAyTION TO 5E 21-011 5 6 all O'C' LA ER THAT TANNIC DIAMETER EACI4 WAY all F--00AT SLAB PER - 1' j MANUF RECCOMENPATION FIN. FLR. 01- 11 - (ASSUMED) cv (3) 0 5 CONTINUOUS D 4 LAP 21-0t4 2'-O{{ TANK TYPICAL tC111 ;s 1l -/R F{ - C 1C ATEP F15ERCILASS PANELS ON " WS.P. OVER 2x8 RAFTERS 0 24" O.C. r)OUJ5LE RAFTERS AT COLUMN LOCATIONS 2x5 PUR1..IN 6 MIC>SPAN W/ Lua I SIMP 1-13 ��.* EA. EN OF EA. RAFTER - 2 2 x 12 P.T. W/ (2) ill DIA. ----- ~� \ 5OLTS 4 1-1/2" FLIT AFTER 8G. s1 _ 6 x &x v-4,1€ CORNER12 - eRACE (EA. DIRECTi ) W/ (2){{ DIA. i5OLTS (TYP LOCATIONS)- _... - - ..... - - ._... - _ - _.... - _. ,,.._ - _ _-- r_ e •_ _ _ WSS 4-1/2" x 4-1/2" x 5 +S" 1 (TYPICAL AT ro LOCATIONS) I � 1 � CIE AND MOUNT 5Y OTHERS 1 (1) 0 5 DIA.. REINF. 1 CONTINUOUS 1:5END * LAP V-0}1 a AL CORNERS EACH WAY FIN. FLR 01_�s{ i (AS SUMED) (3) " 5 CONTINUOUS 5END 4 LAS' 1`-6" 0 {{ �� sF_QRQ BkA DlNG DIVISION ALL GCitER P.^!O ;1,_Cr SHALL BE :_:r i\STFsi_ic 'E "ED WITH THE WORK AND I O ,&�c; PROVIDE b MILL. ViC."i-ATE, GANCEf , ALTER CR SETT J. �'r.d {rG'v�s,(cUFi�ll=sFliiRl Fi_ VAPOR l3A ll= 31IAN1' E OF A PERN'Iff PRE VE,Ni; 5EG 1/211 0 11 -fin - %W d i l l! "l, .-. Es. y�. -STATE OF ct' PERMITC F1 t 1`1 , `ONALa X "*at -WIL i i 710N F� CAUSTIC STATION BENADA ALUMINUM PRODUCTS, SANFORQ FL. STRUCTURAL PLANS, SECTIONS &DETAILS By: Arc ie B. Wainright , P.E. Date: 5/9/2018 INRIGHT ENGINEERING Sc CONSULTING 904-687-7755 Dwg No. s-1 COC