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106 Sweet Bay Dr - BR08-000577 (INSTALLATION OF SHELTER) (A) DOCUMENTSApplication #: QF -5-7:1 Job Address: N Q Parcel ID: CITY OF SANFORD PERMIT APPLICATION Zoning: Submittal Date: / / SU flue -of Work -445, 000• Historic District: Description`ofWork: //i1S% & rye/ or 5-1;P? /' Square Footage: 2U / X 116 Permit Type: Building- Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Sign Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines Plumbing/New Residential: # of Water Closets Occupancy Type: Residential §'/' 4 Commercial Industrial Construction Type: # of Stories: # of Dwelling Units: _ of Gas Lines Plumbing Repair -Residential Commercial Occupancy Use Group(s): Flood Zone:. (FEMA form required ) Pro.pe.rty owner, : 61/ k a,-- SNAW01-01 -Contracor J S g 4AFE'So tls !NCB .%x)Ti2ge7b Address: t3O6 N. A '1-Address:,20 3a, b u WA 5 DR-. L be IriM.4- r -t 32739 PfhoeL (J 693 E-mail: STy1.Q 5kLx #rSO A011 W 60 RPhneo $t77- ice- t yt% tate License Number: CM 05 Bonding Company: Mortgage Lender: Address: Address: Architect/Engineer: Phone: Address: Plan Review Contact Person: Phone: Fax: Fax: E-mail: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. cceptance of permit is verification that I will notify the owner of the property of the r ements of Flon-Lien-Law, FS 713. Signat re of Owner/Agent ) Date Siiggnnaatture of Con ctor/ gent Date C77) 4"C-Ij P , to /A ent's Narrie Pri t Contractor/Agen We Signature of Notary -State of Florida _ to moi, Signature of N -SIgt@q f Florida CAROL TQ4AtjK1 Owner/ APPROVALS: ZONING: Special Conditions: Rev 07.07 Notary Pum - State of Florida I Commission Expires Apr 25, 2011 Commission 6 DO 517691 matinnal-Notary Assn. UTIL Notary Public - State of Florida Comrttissan Expires Apr 25.2010 comrtdssion A OD 517691 Bonded by National Notary Assn. Contractor/Agent is Personally Known to Me or Produced ID C FD: ENG: BLDG: NOTICE OF COMMENCEMENT Permit No. Parcel ID` 12 30 5b 5 O a 00 4000 State of Florida County of Seminole The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1:= Description of prope : (legal desgr tion of the property and street address if availqt)le) t/ alp ryD,e .ems P more p 11a111111111IN11IN11n1aIN11IN11all 11111111111IN11111 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 06900 Rg 12811 O pg ) CLERK'S # 2008000669 RECORDED 01/03/2008 10:51:41 AM RECORDING FEES 10.00 RECORDED BY L McKinley 2"General description of improvement: 0A -0A1 4/r ri44111110w/ 3d`Owner Information D a. Name and address: C. c) 5 4n1.1:0 e d 2 b d N P r k A- U, SAA .Z r J F1 b. Interest in property:1 c. Name and address of fee simple titleholder (if other than owner) 44 LContractor , a. Name and address: b. Phone Number: 5. Surety a. Name and address: b. Amount of bond $. c. Phone Number: Lender a. Name and address: b. Phone Number: THIS INSTRU11AENT. PREPARED BY, ADD R. R, e 179" P cap pED COPi RCUIT COURT TY, FLORIDA Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: a. Name and address: b. Phone Number: In addition to himself or herself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(l) (b), Florida Statutes: a. Name and address: b. Phone Number: Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTINCE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMEN,EMENT. Signature of Owner or Owner's Authorized Officer/Director/Partner/Manager Q 1 Signatory's Title/Office The foregoing instrument was acknowledged before e this 3,24,day of wT4. u v:4r 4--_, 20 by name of person) as Al rkS k(-'d (type of authority ...e.g. officer, trustee, attorney in fact for C/ (name of party on behalf of whom instrument was executed). Signature of Notary Public, State of Florida CAROL STOLAS 1Ititeraha. Commissio Expires: rio S. Notary Public • State of F] 201ao1O • • py Commission Expires Apr 2Commission0DD51761` gpoded Netlonal Notary i. i'V CECALGULATIONSFOR Job: LEE P. MOORE PARK (7324) (20'X40' ORLANDO MODEL) Address: LAKE MARY, FL REP: REP SERVICES, INC. These calculations apply to the job at this address only.) Client: CLASSIC RECREATION SYSTEMS, INC. Sheet 1 2-8 9-10 D1 - D1( Copyright: 10/07 Job #: 2242-07 Index to Calculations Item: SPECIFICATIONS STRUCTURAL CALCULATIONS SECTION PROPERTIES DETAILS NUT CLASSIC RECREATION SYSTEMS, INC. 11875 E. BERRY DRIVE DEWEY, ARIZONA 86327 PH: (928) 776-3307 FAX: (928) 772-0858 STRUCTURAL CALCULATIONS Address of Job: 'Lrz--` K \caoR Client: LA crQ`i L Information Given: Job Requirements: STRUCTURAL DESIGN Construction: S l_ Governing Code: `aooV ' (uOA e"L G E Sprinkler: YES NO Materials and Allowable Stresses: Soil Bearing Pressure: l oo psf @ ('- to" Below Lowest Adjacent Finished Grade. Lateral Pressure: ---- psf/ft Concrete Foundations/Slab-On-Grade Elevated Structural Slabs: Other fc= D.5 O© psi @ 28 days fc" psi @ 28 days fc" — psi @ 28 days Masonry: ASTM C90, fm= Floor: psi, n= — Reinforcing Steel: 5 and Smaller: fy= A4,0, 0)00 psi 3/8" APA rated sheathing, 24/0, 6 and larger: fy= Wall: n noo psi Structural Steel: ASTM A36 fy= 36,000 psi, U.N.O. Tubes: Pipes: —. ASTM A500 ASTM A501 fy= fy= 46,000 psi 36,000 psi Bolts: ASTM A 01 3a Joists: — Welding: E70X0(; Anchor Bolts: ASTM A 3CR Steel Deck: GA. SMIN= D•Ii ilQlNt IMIN= 0• IMP 1"gt--t Lumber: Glulams: 24F -V4 D.F.-L. - Simple Spans 24F -V8 D.F.-L. - Continuous and Cantilevered Sawn Lumber: Joists: #2 D.F.-L. Beams: #1 D.F.-L. Studs: #2 D.F.-L. See following page for stresses. Plywood: Floor: 3/4" APA rated sheathing, 42/20, Exposure 1 Roof: 1/2" APA rated sheathing, 32/16, Exposure 1 Wall: 3/8" APA rated sheathing, 24/0, Exposure 1 Wall: 15/32" APA rated sheathing, 32/16, Exposure 1 Fv (PSI) Fb (PSI) E (PSI) 165 2,400 1.8 x 106 PRELIMINARY UNLESS SEALED ON EACH SHEET OR ON COVER SHEET Job: C(\56c"&&ate: i46-+ Job No.: 'LDqa-off- SH.: , k CLASSIC RECREATION SYSTEMS, INC. 0 N r II = alloo Vi 2 24- y H i= • I 4 g5 .C,, C. F l 2p f.t T = I G, , G' V'A Qai. _ )e3 Lu y 6(-31•vy-+iD -7tI.J gyp,4c. _ 171 x1/ r .2Gv - 212gty. Clrv/z _ 2.1.' 1 t. s ley u -12 (1 - - . I 1 b - s l l =a. sa FLVLa P Li -yl z 4 C..V 5 :H - Si o- 1 7Y 1 l 4-sir: ww®lw.oa PRELIMINARY UNLESS SEALED ON EACH SHEET OR ON COVER SHEET Job: L Q_ Date: Job No.: SH.: CLASSIC RECREATION SYSTEMS, INC. r {% 1 ¢ t Vi 2 24- y H i= • I 4 g5 .C,, C. F l 2p f.t T = I G, , G' V'A Qai. _ )e3 Lu y 6(-31•vy-+iD -7tI.J gyp,4c. _ 171 x1/ r .2Gv - 212gty. Clrv/z _ 2.1.' 1 t. s ley u -12 (1 - - . I 1 b - s l l =a. sa FLVLa P Li -yl z 4 C..V 5 :H - Si o- 1 7Y 1 l 4-sir: ww®lw.oa PRELIMINARY UNLESS SEALED ON EACH SHEET OR ON COVER SHEET Job: L Q_ Date: Job No.: SH.: CLASSIC RECREATION SYSTEMS, INC. r~ yo 's 17 • - f a1n " cf/r)tZca olL-4 r v tiz •y.SGi G it•3 '-, 1 I} e"ZC?.Gt 2 • 1 eL 12 ? J••U.1- A vi j .. G f X 5,2 • PRELIMINARY UNLESS SEALED ON EACH SHEET OR ON COVER SHEET Job: Q, _ n2= Date: Job No.: SH.: CLASSIC RECREATION SYSTEMS, INC. z s i 31,z 4 i o l97 trl T IG l 1 7•S ` c Cis, f a1n " cf/r)tZca olL-4 r v tiz •y.SGi G it•3 '-, 1 I} e"ZC?.Gt 2 • 1 eL 12 ? J••U.1- A vi j .. G f X 5,2 • PRELIMINARY UNLESS SEALED ON EACH SHEET OR ON COVER SHEET Job: Q, _ n2= Date: Job No.: SH.: CLASSIC RECREATION SYSTEMS, INC. T, ^ 7 -TT -L Z96071) fes = 1 I• I . ' moi z.. r x +z ti_t rIx Z. F tt q tot/ 7— x' x'Iz r y(t 3,2-fj41d(R.2.*-,uq r sl lt2S'j V j r T• IC? +:a{' a( v ll L;,z iLt (t.a3;`(a.;l W ?i 76 1W !a CII ` PRELIMINARY -UNLESS SEALED ON EACH SHEET OR ON COVER SHEET Job: L geg t? MxWE Date: Job No.:c7 7 SH.: CLASSIC RECREATION SYSTEMS, INC. PRELIMINARY UNLESS SEALED ON EACH SHEET OR ON COVER SHEET Job: _(& /12 et Date: la _ Job No.: ,Sla SH.: CLASSIC RECREATION SYSTEMS, INC. Wi l A-5 3` - L ti{S;' SZ:r.t l'UIZ`r'J' 2=s.+ sS= ..5=•,li$}'t'd= I t I•i4c, ` dao v.('!I 75"a /1D Ll 4X 1Li; \ F'o-4 eat ! M Pei ce-n+cr PRELIMINARY UNLESS SEALED ON EACH SHEET OR ON COVER SHEET Job: _(& /12 et Date: la _ Job No.: ,Sla SH.: CLASSIC RECREATION SYSTEMS, INC. C 1C r7"Z74 Z1 J'f5i p4tU s 7rL 7. t 14- Wl-1. t -r Z -v G ^ o 2_6. Lf 30" 7 1 J 14ct t V1 CF r, cf S D;y tom. _ F flb ,.w o w7 PRELIMINARY UNLESS SEALED ON EACH SHEET OR ON COVER, SHEET Job: .['= - /)) Date: Co ' Job No.: Qg, ,47 7 SH.: CLASSIC RECREATION SYSTEMS, INC. t+'ss V -4—p— C W-1 L ry ra. 0 *-t j e- 3/ 3/ n,g q Lit M 4,1 P w-rs S E4 s Y.is/ Z(-,-- c t l! P O PT : 3f, v.NSItQ 4 1.57 t' . a! PRELIMINARY UNLESS SEALED ON EACH SHEET OR ON COVER SHEET Job: Z R Date: /" Job No.:. 2 . X07 SH.: CLASSIC RECREATION SYSTEMS, INC. c, Rk 16 T- Pss = ..moi (. o a' = l.G tlss ', 7 3bc Go = I r> K . Vel x 2S'•o v /a`3 = 8r`.;o . v Ty 104! i3) oaTz y 4z 5.laj _ 373``- a' d W 3, 5 14 tAl r l l 6RI 14 u 62 i[a 4a7 PRELIMINARY UNLESS SEALED ON EACH SHEET OR ON COVER SHEET Job: (_L-Q a/C, Date: U Job No.: SH.: SH.: CLASSIC RECREATION SYSTEMS, INC. R- 36T` Roof & Wall 18-24 Gauge Architectural Panels Featuring Zincalume®For Twice the Life! Zincalume combines the strength of steel with the AAA corrosion resistance of aluminum for twice the life of zinc coatings. HR -36 Roof & Wall (Typical Roof Application) 172" 7'/16" painted side HR 36Tm Roof & Wall is a through -fastened metal panel with 36" net coverage. HR-36Tm Roof & Wall is 1-<-------— 36" Net Covera e predominandy used in industrial and commercial applications. Wider coverage means fewer panels to handle and install, saving time and money. Long spanning capability: or design provides superior load and span capacities, saving money in structural support Quick, economical trim packages available as standard trim pieces and can be ordered by number. Crimp curving available for a unique appearance. 24 gauge through 18 gauge panels available with DuraTechTm5000 (polyvinylidene fluoride) coating system, ZACtique ll treatment or Zincalume' Plus'. 18, 20 and 22 gauge panels require longer lead times. Fberglass'pariels are available to match the profile of the metal panels. 18 and 20 gauge supplied .as G-90 galvanized. A"I SPAIN Engineered Solutions in Metal g wwrw.aepspan.com Tacoma, WA 800-733-4955, 253-383-4955 FAX 253-272-0791 Fontana, CA 800-272-2466, 909-823-0401 FAX 909-823-2625 HR- 36TM Roof & Wall 18-24 Gauge Architectural Panels Allowable Load (lbs/ft) Deflection Limit U180 Allowable Load (ps4 SEAN It.) Condition U180 10 20 25 30 0 50 14-0 9-11 810 81 6-3 9-11 7-10 7-3 6-10 6-3 5-9_ 6-0 24 Gauge l S Condition U180 f V180 f V180 1 L/180 5 78 78 73 73 92 92 10 9 105 6 54 45 51 - 51-- 64 64 76 60 71 71 _ 88 88 99 77 7 40 28 37— 3 7— 47 47 I 55 38 52 52 65 65 72 48 _ 8 30 19 I 28 — 28— 36 35 42 25 40 40_ 50 48 55 32 52 65 61 81 45 _ 9 24 t 1.3 22 2.2 28 25 33 18 31— 31 _ 39 34 44 22 41-- 41 51 43 64 31_ 60 60 59 10 19 9 18 i 8-- - 23 18 27 13 — 25- 25__ 32 24 35 1.6..---- 33 33 41 31 52 23 48 48 _ 43 11 16 15 15 12 13 5 -- 12 12 - I 16 10 19 7 17 17__ 22 14 24 9 _ 23 23 28 18 36 13_ 33 32 25 24 S DS TS 19 13 99 22 20 21 21__ 26 18 29 12 27 27 34 23 43 17 40 40_ _ 32 DS TS U7 80 f U180 U180 102 102 128 128 142 133 DS TS f U180 f U180 U180 133 133 166 166 208 184 92 92 115 115 145 106 6852 68 85 85 106 67 18 U180 DS TS f U180 f U180 195 195 244 244 135 135 169 169 99 9976 124— 1 124 76 95 - 84 Deflection Limit U180 I Top values based on allowable stress. Bottom values based on allowable deflection of U180. Steel conforms to ASTM A653 (Galvanized) or ASTM A792 (Zincalunv') with 40,000 psi minimum yield. Values are based on the American Iron Steel Institute AISI) -Cold Formed Steel Design Manual- (1996 Edition). Tabulated values are for positive loading only. Specifications subject to change without notice. Loading Table Legend f -Load limited by flexural bending stress L -Span Uxxx-Load limited by deflection SS Single span DS Double -span TS Triple span Deflection Limit U180 kA- SF-DAN Engineered Solutions in Metal JA Zincalume' is a registered trademark of BHP Steel ()LAI Pty Ltd 0ASC Profiles Inc. Wy 2002 Printed in USA Revision Sn1 (PSI 65-R) Allowable Load (ps4 G au e S an Condition U180 10 20 25 30 0 50 14-0 9-11 810 81 6-3 9-11 7-10 7-3 6-10 6-3 5-9_ 6-0 24 DS f 13-7 9-7 8-7 7-10 6-9 V180 13-3 9-7 8-7 7-10 6-9 _ _6-0__ TS f 15-2 16-9 9 7— 8 9-- 7-7 6-9 U180 12-3 9-8 9-0 8-5 7-7 6-9 16-6 11-8 10-5 9-6 8-3 7-T U180 10-11 8-8 8-07-7 6-10_. 6-4 _ 22 DS f 16-0 11 3 10-1 9 2 8 0 7-1 U180 14-8 11-3 10-1 9-2 _ 8-0 7-1 TS f 17-10 12-7 11-3 10-3 8-11 8-0 0180 13-6 10-8 9-11 9-4 8-6 7-10 18-10 13-4 11-11 10-10 9-5 8-5 U180 11-10 9-4 8-8 8-2 7-5 6-11 DS f 18 3 12-10 11-6 10-6 9-1 8-2 20 U180 15-10 12-7 _ 11-6 _ 10-6 9-1 8.2 TS f 20-5 14-5 12-10 11-9 10-2 9-1 V180 14-7 11-7 10-9 10-1 8-6 22-10 16-1 14-5 13-2 19- 2 11-5 10-2 U180 13-2-- 10-5_- 9 1 - - 8-3;. 8.-' 18 DS f 22-1 15 7 9-8 13-11 12-9 11-0 9-10 Ul 80 17-8 14-0 13=0'_- i4-- 12-3_ 11-0 9710 _ TS f 24-8 17 5 15 7 14 3 12-4 11-0 U180 16-3 12-11 12-0 l l 3 10 3 9.6_ I Top values based on allowable stress. Bottom values based on allowable deflection of U180. Steel conforms to ASTM A653 (Galvanized) or ASTM A792 (Zincalunv') with 40,000 psi minimum yield. Values are based on the American Iron Steel Institute AISI) -Cold Formed Steel Design Manual- (1996 Edition). Tabulated values are for positive loading only. Specifications subject to change without notice. Loading Table Legend f -Load limited by flexural bending stress L -Span Uxxx-Load limited by deflection SS Single span DS Double -span TS Triple span Deflection Limit U180 kA- SF-DAN Engineered Solutions in Metal JA Zincalume' is a registered trademark of BHP Steel ()LAI Pty Ltd 0ASC Profiles Inc. Wy 2002 Printed in USA Revision Sn1 (PSI 65-R) CLASSIC RECREATION SYSTEMS INC. 20„ _ o„ PLAN VIEW 20'X 40' ORLANDO MODEL NTS 24 GA. HR -i6 STEL ROOF 24 GA. "J"\\e QQ1 CHANNEL OG EE FASCIA / PER! EAM SECTION CL RE( SYk 12"X4"X.188 HSS RAFTER BEAM 7'X7"X.188 HSS CENTER COLUMN 6"X6"X.120 HSS RIDGE BEAM 8"X4"X.120 HSS PERIMETER BEAM 7"X7"X.188 HSS END COLUMN 4"X4"X.120 HSS EXTENSION BEAM c)) r CLASSIC RECREATION SYSTEMS, INC. coM 2 Q N J W oZ 0 5 0 0 z Q J 0 O d' X 0 N z 0 W J W 1;3 j' g2 CLASSIC RECREATION SYSTEMS, INC. N F- 24 GA_ HR -36 7"X7"X.188 HSS COLUMNS END ELEVATION 20'X40' ORLANDO MODEL NTS D-3 foo CLASSIC RECREATION SYSTEMS, INC. 0 o. 0 CN 0 bo 0 0o LU' -U" 2'4" 16'-0" 7-0" F-- ------------------------------ — L--- L----' is F I I I I I I I I I I I I I I I I 1 I I I 1 I 1 1 I I I I I I I I I I I I I CENTER OF FTG, ANCHORL I I BOLT, & COLUMN, TYP I I 1 I I I I I I I I I EDGE OF ROOF 1 I I I I jF— FOOTINGIN L-------------- I I I I I + 1 I LAYOUT PLAN 20'X40' ORLANDO MODEL NTS Dy ALAS SIC RECREATION SYSTEMS, INC. TYP."% 1/8" I SECTION 1/8" 6"X4"X.120 HSS EXT BEAM 6"X6"X.120 HSS RIDGE BM 2) 5/8" A-307 BOLTS / BEAM END 1/2" END PLATE 12"X4"X.188 HSS MAIN BEAMS 2) 5/8" A-307 BOLTS / BEAM END 7"X7X.500 HSS COMPRESSION RING PLAN VIEW COMPRESSION RING NTS 7"X7"X.500 HSS COMPRESSION RING 24 GA. STEEL ROOF W/ CAP 12"X4"X.188 HSS RAFTER BEAMS 2) 5/8" A-307 BOLTS / BM. SECTION COMPRESSION RING NTS P!' i CLASSIC RECREATION SYSTEMS, INC. C/L RIDGE BEAM ANGLE W/ N> KS @ T-0" t 1 # 14 X 7/8" LAP TEK R RIB EA. SIDE ROOF PANEL W/ 1 # 12 X 1" HEX TEK @ EA. VALLEY RIDGE BEAM SECTION NTS HSS RIDGE BEAM km CLASSIC RECREATION SYSTEMS, INC. 12"X4"X.188 HSS RAFTER BM - I II I II I II I II I II 1 (4) 3/4" A325 HIDDEN BOLTS I 1 I 1 7"XTX.188 HSS COLUMN I I I j 5/8" PLATE I I 1 - 3/8" BACKING PLATE 20'X40' ORLANDO MODEL CENTER RAFTER BEAM SECTION NTS D CLASSIC RECREATION SYSTEMS, INC. 1) #12 X 1" HEX TEK @ EA. VALLEY M, 16 GA.BENT PLATE 1 5/8" FASCIA CHANNEL W/ #14 X 7/8" LAP TEKS @ EVERY OTHER RIB & VALLEY 1/4"± 1/4" HOLES @ 6" O.C. FOR DRAINAGE 8"X4"X.120 HSS PERI. BEAM W/ 1/2" BEAM END PLATE 24 GA. HR -36 STEEL ROOF 12"X4"X.188 HSS RAFTER BEAM 12 4 001 Off\ 2) 3/4" A325 HIDDEN BOLTS PER BEAM END W/ 1/2" BEAM END PLATE 3/8" REINFORCING PL 2) 5/8" A307 HIDDEN BOLTS PER BEAM END. 7"X7"X.188 HSS COLUMN FASCIA & PERIMETER BEAM SECTION END COLUMN NTS w i CLASSIC RECREATION SYSTEMS, INC. CONC. SLAB 2" f I mms•m v®mmm STEEL COLUMN HANDHOLE WITH COVER BASE PLATE FIN. GRD. SOIL OR SLAB EXPANSION MTL. 4" A.B.C. SPREAD FOOTING DETAIL END COLUMN 20'x40' ORLANDO MODE -Is UNDISTURBED OR 95% COMPACTED SUBGRADE D C6 0 CV v vv( 9)) IIIIII' A-307 ANCHORX10" BOLT W/ 8" MIN EMBEDLW/ 2"X2"X1/4" PLATE Q 1 i WASHER AND DOUBLE NUTS 1 11 BY CONTRACTOR 3" "TYP." 2500 PSI CONCRETE BY OWNER / CONTRACTOR 5) #4 REBAR EACH c I'II v , e' P; ' a WAY TOP & BOTTOM STUB ELEC. CONDUITIIIIII `\ IIIIIIII PER LOCAL CODE. SEE COL. DTL. PLAN SQ. FOR LOCATION SPREAD FOOTING DETAIL END COLUMN 20'x40' ORLANDO MODE -Is UNDISTURBED OR 95% COMPACTED SUBGRADE D C6 0 CV CLASSIC RECREATION SYSTEMS, INC. STEEL COLUMN HANDHOLE WITH COVER BASE PLATE CONC. SLAB FIN. GRD. SOIL OR SLAB EXPANSION MTL. 2" a L v yr e • .v . v. v, v od3° a 4" A.B.C. R'01.o 00o Q•aV°}oo. ps` o •, V o a o aoCub° OeOoOo IIIIIII v P a v IIII I 1 ItX10 " A-307 ANCHOR BOT W/ 8" MIN EMBED o III I a ° W/ 2"X2"X1/4" PLATE WASHER AND DOUBLE NUTS I I BY CONTRACTOR II YP.PSI CONCRETEh3"'." BY OWNER / CONTRACTOR 5) #4 REBAR EACH r) IIII v a I d' ° WAY TOP & BOTTOM II'lllll- \` IIIIIIII STUB ELEC. CONDUIT PER LOCAL CODE. SEE COL. DTL. PLAN 5(SO FOR LOCATION SPREAD FOOTING DETAIL CENTER COLUMN 20'x40' ORLANDO MODE -b UNDISTURBED OR 95% COMPACTED SUBGRADE to r i , c l LASSIC RECREATION SYSTEMS, INC. 7'X7" HSS COLUMN IT 8"X8" BASE PLATE 2 3/8" HANDHOLE I W/COVER T- -- ------------ •-•-•---------•---•---•-•-•- .. TO CENTER OF STRUCTURE 11/2" HOLE 11/2" HOLE CENTER OF ANCHOR BOLT CENTER OF CONDUIT F. 7"X7" COLUMN / BASE PLATE - PLAN VIEW ELECTRICAL CONDUIT PLACEMENT DETAIL NTS L D It J