Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
BUILDING PLAN PAGE 49-63
Project: PRE -ENGINE BUILDING W PRE-ENG. B CLOSURE PRE-ENG. B HEADER DR BACKER R01 SEALANT(T 1/4' SHIMS GLA55, SEE 01 HEAD DETAIL 5/8" DRYWALL ON,` ^ " 3-5/8" METAL 5TUI P.E. BLDG. Z-GIRT P.E. BLDG. SUB-JA FASTENERS PER N R-19, VINYL -FACED METAL BUILDING INSULATION PRE-ENGINEERED BUILDING WALL PA PRE-ENGINEERED L 04 JAMS DETAIL GLASS, SEE 5C FASTENERS PE BACKER ROD & SEALANT (TYP.; PRE-ENG. BLDG SILL DRIP TRIM PRE-ENG.BLDG- CL05URE PRE-ENGINEEKI BUILDING WALL K-19, VINYL -FACED METAL BUILDING INSULATION FASTENERS PER NOA C-GIRT BY P.E. BLDG. MANUF. 5/5" DRYWALL ON 25 GA, 3-5/5" METAL STUDS AT 16" O.C. METAL CORNER BEAD NON-FINISHING'J' TRIM (TYP.) ALUMINUM STOREFRONT WINDOW FRAME Scale: S"=1'-0" METAL CORNER BEAD NON-FINISHING'J' TRIM (TYP.) ALUMINUM STOREFRONT WINDOW FRAME BACKER ROD & SEALANT (TYP.) Scale: S"=1'-0" ALUMINUM STOREFRONT WINDOW FRAME ALUMINUM STOREFRONT WINDOW SILL FLASHING CULTURED MARBLE STOOL C-GIRT BY P.E. BLDG. MANUF, FASTENERS PER NOA R-19, VINYL -FACED METAL BUILDING INSULATION STUCCO WALL CON: CAULKING H.M. DOOR; EQ. [EQ. 02 HEAD DETAIL 8" CMU - (1-HR FIRE -RATE[ WHERE INDICATED ON FLA 05 JAMP> DETAIL ALUM. STOREFRONT MULLION 8" CMU - (1-HP FIRE -RATED WHERE INDICATED ON PLANS) LINTEL(SEE STRUCTURAL DRAWINGS) :rL\I1illIvOCe] H.M. DOOR FRAME W/ 2 ANCHORS PER HEAD 0 PAIR DOORS Scale: Y=1e-0" NO )OR FRAME SOLID )OR, SEE SCHEDULE NG ,NCHORS TYP. JAMB) --..-.,ETE FILLED CELL STUCCO 9 EXTERIOR WALL CONDITION Scale: Y=1'-0" #12 HANGER WIRE ACOUSTICAL GRID SYSTEM SUSPENDED ACOUSTICAL CEILING + + + + + + + 2 8 — + + + + 2 8 03 HEAD DETAIL STRUCTURAL SUPPORT BEAM, SUSPENSION AND BRACING BY METAL BUILDING MANUFACTURER #12 HANGER WIRE ACOUSTICAL GRID SYSTEM +10'-0" 51,15P. ACOUST.CLG. SUSPENDED ACOUSTICAL CEILING +9'-0" ACCORDION DOOR HEADER 5/8" DRYWALL ON METAL STUD FRAMING 916" O.C. ACCORDION DOOR TRACK BY DOOR MANUFACTURER IMPORTANT NOTE 1 THE STRUCTURAL STEEL BEAM AND COLUMN LOCATIONS AS WELL AS POCKET WIDTHS AND DEPTHS ARE DEPENDENT UPON ACTUAL ACCORDION DOOR TO BE INSTALLED. 5UBMIT SHOP DRAWINGS. Scale: N.T.S. DOUBLE STUDS 0 JAMB CONTIN. NESTED WD. BLOCKING 31/2" COLONIAL WD. CA51NG LINE OF HEADER ABOVE CONTIN.1" X 11/2" (ACTUAL), KEMOVEABLE HARDWOOD STOP W/ EASED EDGES - FASTEN WITH COUNTER -SUNK SCREWS 012" O.C. ACCORDION DOOR AND SLIDING PLYWOOD PANEL BY DOOR MANUF. IMPORTANT NOTE I THE STRUCTURAL STEEL BEAM AND COLUMN LOCATIONS AS WELL AS POCKET WIDTHS AND DEPTHSAKE DEPENDENT UPON ACTUAL ACCORDION DOOR TO BE INSTALLED. 5UBMIT SHOP DRAWINGS. FKOFOSED 13UiLDiNG FOR FURSUIT POAT5 3901 ST. LUCIE BLVD. FORT FIERCE, FLORIDA Key Plan 15511e5: No.: Date: Description: A. 07/12/19 BID 5ET 5. 07/16/19 PERMIT SET Architect DONADIO & Associates, Architects P.A. 609 nth sweet Vero Beech, FL 32960 Te1.772.794.2929 Fe 372.562.8600 www.domdio-mh.com License No. AA0002238 Con9ultant: Drawing Title: DOOR & WINDOW DETAILS REVIEWED F On ST. LUCICOUNTY SOCC Drn: Drawing File: XREF File: rn" No.: Plot File: OHO 51 LL DETAIL Scale: Y=1e-0" 07 VERTICAL MULLION DETAIL Scale: S"=1e-0" 08 JAMD DETAIL Scale: N,T.S, 2019 AC.12 CgyHght © W19, Donadlo & Aeseelatee, AmhUe , P.A., All Mghw Reserved Project: PRE-ENGINEERED 5 OVERHEAD COILING DOOR HOOD 01 HEAD DETAIL VINYL -FACED METAL DING INSULATION RT BY P.E. BLDG. MANUF. -ENGINEERED BUILDING R PANELS -ENG. BLDG. PER DRIP TRIM B/GIRT SEE DR 5CHED. -ENG. BLDG. FINISHED PER TRIM OVER C-GIRT :HEAD COILING DOOR MANUF'S DETAILS) Scale: Y=1'-0" PRE-ENG. SLDG. TRIM PRE-ENGINEERED BUILDING LINER PANELS PROVIDE R-19, VINYL -FACED METAL BUILDING INSULATION PRE-ENGINEERED BUILDING GIRT5 & JAMB FRAMING & TRIM PRE-ENGINEERED BUILDING LINER PANELS PRE-ENGINEERED BUILDING TRIM DOOR GUIDES OVERHEAD COILING DOOR OVERHEAD COILING DOOR HOOD 02 HEAD DETAIL MU WITH FOAM JLATION FILL EL, SEE 5TRUCT. DWG5. :HEAD COILING DOOR MANUF'5 DETAILS) Scale: 3"=1'-0" 8" CMU WITH FOAM INSULATION FILL DOOR GUIDES OVERHEAD COILING DOOR PRE-ENGINEEREI BUILDING LINER F PRE-ENG. SLDG. HEADER DRIP TRI FASTENERS PER H.M. DOOR, SEE c 03 HEAD DETAIL 5/5" DRYWALL ON ; METAL STUDS AT 1 P.E. BLDG. Z-GIRT R-19, VINYL -FACED METAL BUILDING INSULATION P.E. 5LDG. SUB-JA PRE-ENGINEERED 5UILDING LINER PA PRE-ENGINEERED I 04 JAMB DETAIL FACED METAL 5ULATION '.E. BLDG. MANUF. f KOF05ED MANUFACTUKING DUILPING FOR f U RS U IT BOAT5 LLON25GA, 1-5/8" 3901 5T, LUCIE BLVD. )5AT16"O.C. FORT FIERCE, FLORIDA Key Plan NER BEAD ING'J'TRIM (TYP.) :FAME Scale: Y=1'-0" NER BEAD ING'J'TRIM (TYP.) Ill SEE SCHEDULE Scale: Y=1'-0" looue5: No.: Date: Description: A. 07/12/19 51D 5ET 5. 07/15/19 PERMIT 5ET Architect: DONADIO & Associates, Architects P.A. 60917[h Sv Vero Henh, FL 32960 Tel.772.794.2929 Fm.772.562.8600 w .doaadio-=hxom License No. AA0002238 Concultant: Drawing Title: DOOK DETAIL5 REVIEWED FOR ST. LUCI COUNTY SOCC Drn: Drawing File: XREF File: 05 JAMD DETAIL Scale: Y=1'-0" 06 JAML> DETAIL Scale: Y=1'-0" 07 NOT U5ED 19 A6.13 Coyrloht m 2019, Pmadlo & Aaeo la , Arohltr , P.A., All K4hta Reserved 1 O 3 4 O b 7 8 9 10 11 12 13 14 15 16 17 18 19 21 23 25 27 AOOOGDWBHEFJIVPSL< OOOO "r1L 600_'_ 2r 11 180'-0 301.0"3010- 301.0, 30'_0" 301.0, 301.0"0.01 301.0,301.0, 30,_0, 1_ 30aoo1.0III 2'-0" 201-01, 251.01 301.0" 0_ b01.011 601.01 601.011 5, -L_m30_0, IIIIII +;,111i1 IIIIIIIIIIIIII I1}1IIIi IIIIIIII( 0o- MMq- ._- iiiI'I�II I�III qC_- — T_ASE_Lo-L�1ILI_ _ _ _ __I __"3 _I1I ___ iIiiIIiI iiIii1iIIIiIIII ��_ ----_- --_--_ ?�_O�h -rL'_-_--_II'_-_ o"O_O�Mb_N0NfbG - - I II1 Lf _I__ _I__, III, IIIt} III�III� ,'�� -- I'11 -- rILiIIi1iLIIi'III ,J ILL- L_ ,JlJi r_-_-_II_'_lJIJ III __JiJ _ ,_1 II -- 'rJ . II1I iIII �l�;rILrI -fL _4 _•1 _ ____ ____ _ J0Il, J'II'I11i IIII11IIiliIIiiII1iIJ II .- II rIILrIL D I III III I II IILrIL -„riIIIiI���IlII iIIiiI • 0' or iI1 1 L0�rIILIL II V' n71rT�IIlNI1I;IIII ,J I IIiIIII -J rJ -_ J 'I �jjJ ' III --- Project: p120F05ED MANUFAGTU121NC 13 UILDING r I OK FU1zSUIT PORTS 3901 5T. LUCIE BLVD. FORT FIERCE, FLORIDA Key Plan:' No.: Date: Description: A. 5/28/19 Foundation Permit B. 7/12/19 Bid Set G. 7/18/19 Permit Set Architect: DONADIO & Associates, Architects P.A. - 60917th 5traet Veeo ' Beach, FL 32960 Te1.772.794.2929 Fa072.562.8600 License No. AA0002233 www.donadio-aroh.com Goneultant; Momm, ENGINEERING, IN( Consulting Structural Engine( 2030 37th Avenue Vero Beach, Florida 32960 Phone:772.569.1257 Fax:772.569.40• Drawing Title: OVERALL KEY & GRIP LAYOUT I'L/ REVIEWED Flo— Reference North - DE COIVIpl,IANCE ST. LUCIE COUNTY BOCC Drn: Drawing F. S,C. Baker Chd: XREF File: Mike Luc Project No.: Plot File; 111 19-114 C.A. Llcen6e: No.; 8O62 51hset No.: FL P.E. No-, 47520 DateSigned: Gopyrfght ©2076, Donadio & Aaaoclatea, Architects, P.A. I iL 1 2 10 11 12 13 14 1a.e 3 TRUCK WELL 420'-0' 8" CMU RETAINING WALL EA. SIDE 30'-0" 30'-0" ,1 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0' 30'-0" 30'-0" 30-0" 30-0 OF WELL AS SHOWN, HEIGHT VARIES 19'-4" 10'-8" TO 6'-0" MAX. (TYP.) PROVIDE FILLED Z VARIES r--TSE- 16 (TYP, I ~- CELLS w/ 1 #5 @ 24"o.c., @ EA. I a (4'-0° ALL SIDES) END & @ EA. SIDE OF JOINT, SEE I On MAX.) I h ` I H r - KEY PLAN FOR INFO NOT SHOWN I I S-4 1 W.J. I I TRENCH DRAIN 1 1 I 735 ! +38 D +36 OD +38 D +42 379 W +38 D +42 W +38 D +42 Wx4 +42 Wx4 +38 357 D +373 36 OD +375 38 D +36 OD +38 D F-SA MF-55 * W.J. P r L------- +qq D ----- --- - -- -- -- ...... - J +33 } +33 TSE-26 - +35 +33 TSE-26 T OD OD F-5B D OD F-SA I F-7B 40 F_7B * 36 38 36 - F-5A - TSE-26 - F-5A F-5A J - - TSE-26 F-5A F-5A F-5A TZ F-5A - - - - — — — — — F-SA F-5A F-5A E I P-3 P'1 J 1 1 WF-24 (-5'-4") w/ 8" CMU STEM WALL, S-4 C TYP.) ( S_4 A J I g-q I PROVIDE FILLED CELLS w/ 1 #5 @ 1 I (TYP.) III S-q 2 FIRE METAL '0 MWF-24 (TYP. 2 SIDES)---1 I w - 24"o.c., GROUT ALL CELLS SOLID MWF-24 (TYP. 3 SIDES)--- L 6'-1Bga. HOUR -RATED i 1 F-6A K F-5A 1 HOUR FIRE RATED 8" CMU G F WALL, PROVIDE FILLED CELLS w/ I 1 I MF-44 I MF-44 STUD WALL w/ STUDS @ 12 o.c. (2'/z' FLANGE) TO EXTEND UP TO UNDERSIDE Ir OF ROOFING (TYP. WHERE SHOWN) I 1 HOUR FIRE RATED 8" CMU I P 1 WALL, PROVIDE FILLED CELLS w/ 1 #5 48"o.c. & AS SHOWN I * INDICATES FOOTINGS 1 #5 @ 48"o.c. & AS SHOWN- S-a S-4 @ w/ L--J 9 L--J I HELICAL PILES AS PER o N m L---- FOUNDATION SCHEDULE 1 10 N �n rF 9 *, F-5 * F-5 * F-5 * l F-5 * F-5 * ' MF-44 F-5 * �� LF-5I F-5 * F-5 * F-5 r-1 f— F- I F-5A I I I I I I I I 1 r --1 7- 1 I I I I I I I r-1 F-5 * F-5 t I I I r I I I I I MF-45 ',L-J. _ I I L__J L_J L J L_J L_J ,ram L-J J L_J L_J L---J w it o I B s y (TYP.) /a" EXPANSION JOINT w/ TSE V y 1 "- r 3/a" EXPANSION JOINT w/ TSE F-6A b I S_q EACH SIDE AS SHOWN, SEE EACH SIDE AS SHOWN, SEE I p-1 TYPICAL EXP. JOINT DETAIL 'I TYPICAL EXP. JOINT DETAIL i IL '0 N -I:; 1 F-5A I I MF-44 I I MF-44 _ L J 6" METAL STUD WALL TO EXTEND r 112 CONSTRUCTION JOINT w/ TSE 8" PRE-ENGINEERED . UP TO UNDERSIDE OF ROOFING CONSTRUCTION JOINT w/ TSE o I EACH SIDE AS SHOWN, SEE METAL BUILDING WALL I EACH SIDE AS SHOWN, SEE _� o TYPICAL CONST. JOINT DETAIL TYPICAL CONST. JOINT DETAIL -- F-5A i_L ------ �F=��*1 — --F-5A --- F-5A— TSE_12----F-5A ---------F_5A----_--- F-5A----� IMF-44 �— F-5A-------- F-5A--— ----- F-5A — — TSE_12 -- -- F-5A ---------F--------- ------ -- r' F-6A P .. -------+---h--—-----+--------—I------ --� +--------+ --- — --- + ---� I--—� +--------+----------------� +----- L-- -- — —� �- P-1 _ L_ J L'_J TSE-26 L_J L_J L_J L---J L_-1 L_J L_J L_J TSE-26 L_J L_J L_J MF-55* D (TYP) D PRE-ENG. METAL WALL PANELS #5 x 24" DOWELS @ 24"o.C, (np'J S-4 o S-4 I I TO EXTEND UP TO UNDERSIDE OF (TYP. @ CONST. JOINT) N i i ROOFING (TYP. WHERE SHOWN) 'I I M L- — � I y�i F-1 Q - I- 1 F-5A 1 1 I 1 P-1 �__ * INDICATES FOOTINGS PER (2) HELICAL PILES AS PER I 9 FOUNDATION SCHEDULE qN b F-7 * F-7 * F-7 * F-7 * F-7 * F-7 * F-7 * F-7 * F-7 * F-7 * F-7 * F-7 * MF-45 o - S N I< F-7A I I I I I I I I I I I 1 I L__J L__J L__J L__ J L__J I 1 I I 1 I I I I I I I (TYP.) L__J L__J L__J L__J L__J L__J I� + � F-8.5B F-5A I I I FILOOR P-1 II _� II I MOUNTED 1 IE@ P4'o.cs OWEL-J WINCH, TYPOF3 w/ SLEEVE #5 x 24" SPEED DOWELS (TYPICAL @ EXP. JOINT) w/ SLEEVE @ 24"o.c, 1 I (TYPICAL @ EXP. JOINT) ROLLING DOOR FOOTING: S.C.: SAW CUTS @ 15'-0"o.c. (20'-0 I I 1 3'-0" WIDE x 24" DEEP x 80'-0" LONG o.c. MAX.) EQUALLY SPACED TO I I 6" CONCRETE SLAB ON GRADE w/ o CONC. FOOTING w/ 4#5 L.W. T&B, AVOID FOOTINGS AS SHOWN (TYP.) I 1 a „ 4x4 W4.0 x W4.0 W.W.M. OVER 10 RIGID METAL FRAME, Z GIRT, WALL PANELS s „ " /a EXPANSION JOINT w/ TSE /a EXPANSION JOINT w/ TSE N c +33 RD 1 �� PROVIDE #5 x 7'-0" HK. BARS @ 24"O.C. r-� I I MF-46 1u TOP, SLOPE /a"/FOOT SEE TYP. SECTIONS N MIL VAPOR BARRIER ON TREATED & PURLINS BY METAL BUILDING MANUF. EACH SIDE AS SHOWN, SEE EACH SIDE AS SHOWN, SEE - N COMPACTED FILL (TYP. THRUOUT) AS SHOWN U.O.N.) O 36 , ^ I I TYPICAL EXP. JOINT DETAIL (M.B.M. -TYPICAL TYPICAL EXP. JOINT DETAIL I L-J 'h I III I Lb TOP/SLAB @ +0'-0" (TYP. U.O.N,) II I II I MF-46 1 1 -fi II F-5A I o F-7 * F-7 * F-7 * F-7 * F-7 * F-7 * F-7 * F-7 * F-7 * F-7 * F-7 * F-7 * 1 ^ I r---7 r- -- Tt- I 1 �L7 8.5B V F-7A I I I I I I I I I I I I MF-45 * P I - o(TYP.) N B s-4 I I 1 II I I I o l 1 -L F-6A W - F-5A � j I Iq�l I P-1 I I SEE PARTIAL NORTH END I #7 HAIRPINS w/ 6'-0" LEGS I I PLAN FOR INFORMATION ON SHOWN I PROVIDE TSE ALL AROUND I o @ 30° FROM CENTER OF (TYP.) I I COL. (TYP. WHERE SHOWN) C S-4 I VERTICAL DIAG. WALL BRACING BY AS SHOWN (TYP. U.O.N.) I I 1 M.B.M. (TYPICAL WHERE SHOWN) I I I N (TYP )__ I 1JLF-6A F-8.5A * S-4 1 Fy5A F-5A F-5A F-5A F-5A - TSE-26 - - - 1 F-5A F-5A F-5A F-5A F-5A F-SA F-5A+44DIF - - - - TSE-26 - - MF-55 * rP-31- 5A -- --t — —J--- 1 — — — — — ---------I---------F fi ----.--� — — 1------ -----------� _t t- -. — — X .. - - - - - L J +36 OD +36 OD +3 D J +36 OD - _ — — — +33 OD +33 D +33 OD +36 OD L 30'-0„ 30'-0" 30,-0„ 30 -0„ 30'-0" 30'-0„ 30,-0„ 30'-0" 30'-0" 30'-0" -0 30'-0„ 30," 30,-0" 30'-0" 196-7„ 223'-5„ 420'-0„ 11 lO 2 3 4 5 6 7 8 9 10 1 1 12 13 14 14.9 15 PARTIAL SOUTH END FOUNDATION PLAN YI 611 = 11-011 NOTES: LEGEND 1. ALL ELEVATIONS REFER TO TOP OF MAIN FLOOR SLAB @ +0-0' U.O.N. (24.51 N.A.V.D.). + -PS F WINDOW & DOOR DESIGN PRESSURES (PSF) 2. CONTRACTOR SHALL COORDINATE STRUCTURAL WORK WITH ARCHITECTURAL, MECHANICAL, PLUMBING & ELECTRICAL PSF (TYPICAL AS SHOWN) SEE COMPONENT & DRAWINGS FOR VERIFICATION OF LOCATIONS & DIMENSIONS OF ALL PROJECT REQUIREMENTS, ANY DISCREPANCIES CLADDING PRESSURES FOR DISTANCES OF SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT OR ENGINEER OF RECORD BEFORE PROCEEDING WITH WORK. END ZONES FOR EACH BUILDING 3. ALL DIMENSIONS ARE TO ROUGH OPENING OR CENTERLINE OF STRUCTURE (TYPICAL, UNLESS OTHERWISE NOTED). D: DOOR OHD: OVERHEAD DOOR 4. SEE ARCHITECTURAL DRAWINGS FOR ANY DIMENSIONS NOT SHOWN. RD: ROLLING DOOR W: WINDOW L: LOUVER 5. S.C.: DENOTES 1/8" WIDE x 1.114" DEEP SAW CUTS IN SLAB AT 20'-0"o.c. AND AS SHOWN IN PLAN, TO BE MADE AS * (2) SS5 HELICAL TENSION PILES AS PER PLAN & SOON AS THE CONCRETE HAS HARDENED SUFFICIENTLY ENOUGH TO PREVENT THE AGGREGATE FROM BEING SECTS, SEE GENERAL NOTES & FOUND. SCHED. DISLODGED BY THE SAW BLADE. * * (4) SS5 HELICAL TENSION PILES AS PER PLAN & SECTS, SEE GENERAL NOTES & FOUND. SCHED. Project: FKOF05ED MANUFACTURING BUILDING FOR FU KS U IT DOATS 5901 5T. LUCIE 13LVD. FORT FIERCE, FLORIDA Key Plan 155ue5: No.: Date: Description: A. 5/28/19 Foundation Permit B. 7/12/19 Bid Set C. 7/18/19 Permit Set Architect: DONADIO & Associates, Architects P.A. 60917th Street Vero Beach, FL 32900 Te1.772.794.2929 Fm 772.562.5600 License No. AA0002235 www.dohadio-archuom Concultant: M.-m-, ENGINEERING, INC. Consulting Structural Engineer 2030 37th Avenue Vero Beach, Florida 32960 Phone:772.569.1257 Fax:772.569.4041 Drawing Title: FARTIAL 5OUTH END FOUNDATION FLAN Reference North CED ODE OR MPLIANCE ST. L C E COUNTY BOCC Drn: Drawing File: S.C. Baker Chdr XRFF File: C.A. L4cenc, No.: 5062 FL P.E. No.: 47520 Mike Luc Project No,: Plot File: 19-114- Sheet No.: Date51g11ed: 5 ^2 Copyright © 2016, Ponadio & Associates, Archl cAts, P.A.. Project: 1'KOFO5ED C 20'-0" 30'-0" r 210'-0" ' 30'-0" 30'-0" F 30'-0" G 30'-0" !;I] I< M P 9 S T T 450'-0" 240'-0° '-0" 30'-0" 30'4' 25'-0 20'-0" 70'-0" 20'4' 25'-0" 25'-0" 20,4" 25'-0" X W.J.: WALL JOINT IN CMU WALL @ EA. COLUMN C.L. & EXPANSION JOINT (TYPICAL WHERE SHOWN) +44 D W.J. W.J. r W.J. OD W.J. W.J. +35 D W.J. +33 OD W.J. W.J. W.J. - [MOD r -W.J. W.J. +38 D r-- W J. +36 OD r-- W.J. W.J.- +36 OD W.J.--, i 38 D -- W.J. F-7.5A -, F-7.5A - - +36 r---, r---, •38 r•---� -36 r---, W.J. r---i r-- , r---, r---, r-- , r--_i ___ ____ ----- ----- i -4, -4 +------- ---- - - - - - -� +------+ -- ----- ---- +�----� - +-------+ --- -- --TSE-26 + F-7.5A F-7.5A + F-7.5A F-7.5A f-7.5A+ I TSE-26 P-7,5A I I F-7.5A ___ F-7.5A ___ F-7.5A I I I I I I I I F-7.5A F-7.5A F-7.5A __ F-7.5A F-7.5A _ F-7.5A f-7.5A _ --- --- --- --- -4 J +40 RD --- --- J VERT. DIAG WALL BRACING BY (TYP,) J I 33 I I (TYP.) I I N 40 L I ❑ (TYP-) PROVIDE TSE ALL AROUND M.B.M. (TYP. WHERE SHOWN) S-4 8 CMU WALL (TYPICAL WHERE J I F-5A o ` I ROLLING DOOR FOOTING: S-4 AS SHOWN (TYP. U.O.N.) I c - 2 =0" WIDE x 24" DEEP x 42'-0" LONG CONC. FOOTING I I SHOWN) PROVIDE FILLED CELLS i ILL S-4 I Z- 26 w/ 3#5 L.W. T&B, PROVIDE #5 x 7'-0" HOOK BARS @ I I w/ i #5 @ 48"o.c. & AS SHOWN - A- ^24"o.c. TOP, SLOPE Ye"/FOOT; SEE TYPICAL SECTION°, I I s-4 J P N 40 L j I F-5A T ROVIDE SAW CUTS @ EACH �. _ ORNER OF POOL AS SHOWN ------PROVIDE TSE-12 ALL AROUND POOL -L-- MWf-24 ---- ---o I I F-5A� I-, 24 * INDICATES FOOTINGS w/ 3 I o I POOL BY POOL CONTRACTOR I I (2) HELICAL PILES AS PER (TYP S_4 I o rn I 5 0 jjj FOUNDATION SCHEDULE N I j , I * * INDICATES FOOTINGS w/ F-8.5 I F-8.5 * F-8.5 * F-8.5 * F-8.5 * I I F-8.5 * F-8.5 * F-8.5 * F-8.5 * F-8.5 L--- ----- ------ J - (4) HELICAL PILES AS PER r----i I r -� r--- --- �_ ----- r- r---� r---� r---� r---� I I r---�---� r---� FOUNDATION SCHEDULE i I 23 I F-8.5B i I I F-8.5B * I F-8.5B * I I I I I __ 3 I T I I I I 'I I I I I I I I I I P-2 P-2 P-2 I I I I I I I I L -r L---J L---J. L---J L---J L--- J L---J L---J �'---J L_- J L---'J F-5A1 I -. 22 F-8.5A* I ` (TYP,) I I � I I S_4 I I I G 5-44 N i W #5 x 24" SPEED DOWELS / I w/ SLEEVE @ 24"o.c. (TYP.) (TYPICAL @ EXP. JOINT) - o 1 I F-5A I 6" CONCRETE SLAB GRADE w/ -V w v I v 4x4 W4.0 x W4.0 W.W.M.. OVER 10 RIGID METAL FRAME, Z GIRT, WALL PANELS S-4 F-5A I I -^ 2O N, W MIL VAPOR BARRIER ON TREATED & PURLINS BY METAL BUILDING MANUF. _ I' ROLLING DOOR FOOTING: 3a" EXPANSION JOINT w/ TSE COMPACTED FILL (TYP. THRUOUT) (M.B.M. - TYPICAL AS SHOWN U.O.N.) 2'-0" WIDE x 24" DEEP x 42'-0" LONG CONIC. FOOTING EACH SIDE AS SHOWN, SEE I I TOP/SLAB @ +0'-0" (TYP. U.O.N.) w/ 3#5 L.W. T&B, PROVIDE #5 x 7'-0" HOOK BARS @ TYPICAL EXP. JOINT DETAIL I +36 OD $ c o ` I B 24"o.c. TOP, SLOPE Y8"/FOOT, SEE TYPICAL SECTION L'-, I N M I ss I I I I +36 RD - I I F-7.5/ F 7.5 * F-7.5 * F-7.5 * F-7.5 * F-7.5 * F-7.5 * F-7.5 * I I F-7.5 * F-7.5 * F-7.5 * F-7.5 * F-8.5 ** F-8.5 ** F-5A I I- 19 9 O 11A is --, r---, r---, r---, r---, I I 'r---, r-__, r---, I ---_-I r--_1 - O I I I I I I I - 8 _ I I I I I I I I I 18 LL -J +35 D I +36 OD i i o o I 38 PRE-ENG. METAL WALL PANELS N b TO EXTEND UP TO UNDERSIDE OF N I I I S.C.: SAW CUTS @ 15'-0"o.c. (20'-0 I ROOFING (TYP. WHERE SHOWN) O.C. MAX,) EQUALLY SPACED TO #6 HAIRPINS w/ 6'-0" LEGS - j.l _ AVOID FOOTINGS AS SHOWN (TYP.) F-5A I I---- 1 ] @ 30° FROM CENTER OF COL. (TYP. WHERE SHOWN) I ] -` I '� - I F-5A � (TYP.) I I o i S-4 I +35 N oLF-5A #5 x 24" SPEED DOWELS 38 N L(TYP.) I I w/ SLEEVE @ 24"o.c. F-5A I I 16 4 (TYPICAL @ EXP. JOINT) _VERTICAL DIAG. WALL BRACING BY (NIP•) 16� I (TYP.) /aEXPANSION JOINT w/ TSE +33 ODb EACH SIDE AS SHOWN, SEE F-8.5B F-6A •40 Io M.B.M. (TYPICAL WHERE SHOWN) C I F-6A F-6A F-6A F-bA F-8.58 0 (Typ;) TYPICAL EXP. JOINT DETAIL P-1 N DS-4 F-bA F-6A P-1 P-1 P-1 P-1 P-1 --- --- P-1F-6A N F-6A -6A F-6A F-6A _ /�-- I TSE-26 TSE-26------- I -- ------ IF ------1 I--- - ---- --I L----- - ---------I L- -----------�L - -- -- - - r r----- -- _ 1� .. ... .. ... '� L J L J 5 F _j _J L--J L--J J L--J L- J L--J L_, .,_J L-�"�-J TSE-26------- ~--------- -- -----Z s Z s 38 36 J +33 OD +33 D +33 D +33 r MF-55 * TSE-36 r - FM 45 * TSE-36 L f TSE-36 MF-45 * TSE-36 MF-45 * TSE-36 L_ J L--J L-_ J:::.. L. J L- J L ____ T t t +35 D +33 OD 36 38 38 -36 +, t MF-55* MF-55* II I (I I I I r t� I r OD I I I I II I I I I I L -J I -TJ L-_-J L.__J 10'-0I 10'-0" 30'-0" I I 25-0" 20'-0" 70'-0° 20'-025-0" 201 30'-030'-0" 20' 20'-0" _0240' 0"0.01,210' ` I A 8 C D E F G H K L M I I S V W I= I H I II I", ~ I I L_J L---J L--J PARTIAL NORTH END FOUNDATION PLAN i611=11-011 " NOTES: LEGEND 1. ALL ELEVATIONS REFER TO TOP OF MAIN FLOOR SLAB @ +0'-0" U.O.N. (24.5' N.A.V.D.). +PSF WINDOW & DOOR DESIGN PRESSURES (PSF) 2. CONTRACTOR SHALL COORDINATE STRUCTURAL WORK WITH ARCHITECTURAL, MECHANICAL, PLUMBING & ELECTRICAL PSF (TYPICAL AS SHOWN) SEE COMPONENT & DRAWINGS FOR VERIFICATION OF LOCATIONS & DIMENSIONS OF ALL PROJECT REQUIREMENTS, ANY DISCREPANCIES CLADDING PRESSURES FOR DISTANCES OF SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT OR ENGINEER OF RECORD BEFORE PROCEEDING WITH WORK. END ZONES FOR EACH BUILDING 3. ALL DIMENSIONS ARE TO ROUGH OPENING OR CENTERLINE OF STRUCTURE (TYPICAL, UNLESS OTHERWISE NOTED). D: DOOR OHD: OVERHEAD DOOR 4. SEE ARCHITECTURAL DRAWINGS FOR ANY DIMENSIONS NOT SHOWN. RD: ROLLING DOOR W: WINDOW L: LOUVER 5. S.C.: DENOTES 1/8" WIDE x 1-1/4" DEEP SAW CUTS IN SLAB AT 20'-0"o.c. AND AS SHOWN IN PLAN, TO BE MADE AS * (2) SS5 HELICAL TENSION PILES AS PER PLAN & SOON AS THE CONCRETE HAS HARDENED SUFFICIENTLY ENOUGH TO PREVENT THE AGGREGATE FROM BEING SECTS, SEE GENERAL NOTES & FOUND. SCHED. DISLODGED BY THE SAW BLADE. * * (4) SS5 HELICAL TENSION PILES AS PER PLAN & SECTS, SEE GENERAL NOTES & FOUND. SCHED. I I I J I ~ I } L---J SEE PARTIAL SOUTH END FOUNDATION PLAN FOR INFORMATION NOT SHOWN MANUFACTUKING DUILDING FOR FUKSUIT DOATS 5901 5T. LUCIE BLVD. FORT FIERCE, FLORIDA Key Plan 55Ue5: No,: Date: Description: A. 5/26/19 Foundation Permit B. 7/12/19 Bid Set C. 7/18/19 Permit Bet Architect: DONADIO & Associates, Architects P.A. 60917th Street Vera beach FL 32960 Tel 772.794 2929 Fax 772.562 H600 Licenee No. AA00022U, w+iw.donadio-arch.com Coneultant: Mmia ENGINEERING, INC. Consulting Structural Engineer 2030 37th Avenue Vero Beach, Florida 32960 Phone:772.569.1257 Fax:772.569.4041 Drawing Title: FARTIAL NORTH END FOAMWEW&POR DO Reference North ST, LUC►E NICE COUNTY BOCC Drn: Drawing File: - S.G. Baker U" I Ghd: XREF File: Mike Luc Project No.: Plat File: 19-114 C.A. License No.: 6662 Sheet No.: F - P,E. No.: 47520 Date 51,1ned: 5 - Copyright © 2016, D°nadi° & Aatoclatea, Archltecte, P.A. Project: 1111111l — RIGID METAL FRAME, BASE PLATES & ANCHOR BOLTS, Z GIRT & WALL PANELS BY M.B.M. (TYP. AS PER PLAN) C.L. OF COL. & FOOTING HAIRPIN REINF. AS PLAN PACED AROUND A. BOLTS 6" CONCRETE SLAB AS PLAN TOP/CONC. SLAB AS PLAN P GRADE — ----- — -._ TSE AS PER PLAN & SCHED. #5 STIRRUPS @ 12"o.c. TOP/FOOTING AS ACROSS COL. PAD (2 EACH PLAN & SCHEDULE « ° �• SIDE OF ANCHOR BOLTS) 4. 4,18 p E a 40 12 12 9. CONCRETE FOOTING AS PLAN & SCHEDULE W SECTION A-S4 TYPICAL SECTION @ PERIMETER COLUMN FOOTING TOP/BEAM @ +10'-811 2 COURSE BOND BEAM W/ #6 HORIZ BAR GROUTED SOLID @ EACH COURSE HORIZ. 9 ga. LADDER TYPE STEEL JOINT REINFORCING @ 16"o.c. VERTICAL 8" CMU WALL & VERTICAL WALL REINF. AS PER PLAN PROVIDE CLEANOUT DOWELS TO MATCH WALL OPNG. @ EA. FILLED CELL REINF. (AP BARS 30" MIN.) CONCRETE SLAB AS PLAN TOP/SLAB & FTG. AS PAN a, p' 4 MWF AS PLAN & SCHED. I I NVA SECTION E-S4 %" = 11-011 TYPICAL SECTION @ INTERIOR NON -BEARING CMU WALL GUARD RAIL SEE ARCH PLANS 8" x 12" CONCRETE BEAM w/ 2#5 CONT. TOP & BOT. La- & #3 TIES @ 24"o.c. v r aD 0. PAVEMENT B N HORIZ. 9 ga. LADDER TYPE .- WATERPROOFING STEEL JOINT REINFORCING > @ 16"o.c. VERTICAL 8" CMU WALL AS PLAN, _71 GROUT ALL CELLS SOLID CONIC. SLAB AS PLAN W/ #5 VERTICAL @ 24"o.c. DOWELS TO MATCH WALL d _' :•. °�` REINF. (LAP BARS 30" MIN.) PROVIDE CLEANOUT TSE AS PLAN OPNG. @ EA. FILLED CELL SCHEDULE • CONCRETE FOOTING AS PER PLAN & SCHEDULE TOP/FOOTING VARIES 4 1'-0" 8" 2'-011 3'-8" SECTION H-S4 3r4n = 11-01, TYPICAL SECTION @ TRUCK WELL WALL 3/4" = 11_0" — -- — --- RIGID METAL FRAME, BASE PLATES & ANCHOR BOLTS BY M.B.M. (TYP. AS PLAN) C.L. OF COL. & FOOTING 6" CONCRETE SLAB AS PAN TOP/CONC. SLAB AS PLA ° d , a<. JI nll II II • - — — , a e n V-4' (TYP.) d J'I p °• PROVIDE 4#6 x 24" EACH : : • i _.:] • y 1 .. a .: ` :. •° WAY @ Wo.c. CENTERED UNDER EA. PILE AS SHOWN °j °I ! RIGID METAL FRAME, BASE PLATES & ANCHOR BOLTS, C.L. OF COL. &FOOTING Z GIRT & WALL PANELS BY M.B.M. (TYP. AS PER PAN) A CONSTRUCTION JOINT AS PLAN, SEE TYP. DETAIL HAIRPIN REINF. AS PLAN PACED AROUND A. BOLTS TSE AS PER PLAN & SCHED. 6" CONCRETE SLAB AS PLAN TOP/CONC. SLAB AS PLAN — Y'— III T S 7• II- II o 9° fi TSE AS PER PLAN & SCHED. IJ #5 STIRRUPS @ 12"o°c. TOP/FOOTING AS ACROSS COL. PAD (2 EACH PLAN & SCHEDULE • ` % • SIDE OF ANCHOR BOLTS) a 18 40 CONCRETE FOOTING AS p a • d ° 12 12 W PER PLAN &SCHEDULE SECTION C-S4 'i411= i'-011 ° TYPICAL SECTION @ PERIMETER TSE „ SS5 HELICAL PILES AS PLAN P EQ. SPACED & CENTERED IN FOOTING BATTERED 50 AS SPECS w/ 8" x % x 8" CONCRETE FOOTING WELDED CAP PL, PROVIDE AS PLAN & SCHEDULE 4#6 x 24" E.W. @ 6"o.c. CENTERED UNDER EA. PILE SECTION B-S4 /4 - -0 HAIRPIN REINF. AS PLAN 3 " — ' 11 PLACED AROUND A. BOLTS TYPICAL SECTION @ INTERIOR COLUMN FOOTING AS NOTED w/ * 6" CONIC. SLAB AS PLAN RIGID METAL FRAME, BASE PLATES & ANCHOR BOLTS,. TBY OP/SLAB & TSE AS PLAN M BIM. (TYPAAS ERELS P AN) 6" CONIC. SLAB AS PLAN --- `--T-- --- --- — Y • 7f TOP/SLAB & TSE AS PLAN a ° '\ 3#4 TIES @ Wo.c. @ TOP �,1 — TSE AS PLAN &SCHEDULE TSE AS PLAN & SCHEDULE, • ° •: CONT. REINF. THRU PIERS TSE AS PLAN & SCHEDULE 9 V CONIC PIER P-1, SEE DETAIL • • °. ° 4a I •° `7 8" CMU WALL AS PLAN, = 6" CONIC. SLAB AS PLAN HORIZ. 9 ga. ADDER TYPE GROUT ALL CELLS SOLID LINE OF CMU WALL BEYOND STEEL JOINT REINFORCING w/ #5 VERTICAL @ 24"0:o I TRENCH DRAIN SL @ 16"o.c. VERTICAL L 6" CONIC, SLAB AS PLAN { AS PER PAN s°— °. r, SL TRENCH DRAIN SL — —�—I — -- — AS PER PLAN p PROVIDE CLEANOUT —d OPNG. @ EA. FILLED CELL 4— —4�—a- ° — — -- — p -TSE AS PLAN &SCHEDULE - TOP/FOOTING AS PLAN _ * * " 6' 6' p g ;a CONCRETE FOOTING AS I��I ���I1 PER PLAN & SCHEDULE p °4 +. 4 r a'44 CONIC. FOOTING AS PLAN 6" MIN. CONIC. SLAB AROUND e TRENCH DRAIN w/ 3#5 L.W. & 4. #5 @ 24"o.c, S.W. BOTTOM W TSE AS PLAN & SCHEDULE W SECTION F-S4 3i411 = 1I-011 TYPICAL SECTION @ LOADING DOCK CMU STEM WALL Z GIRT & WALL PANELS BY M.B.M. (TYP. AS PER PLAN) CONT WALL PANEL BASE ANGLE 6" CONCRETE SLAB AS PAN TOP/CONC. SLAB AS PLAN GRADE • �•—— — — -- -- z iv TSE AS PLAN & SCHED. Liu u41 SECTION D-S4 TYPICAL SECTION @ CONSTRUCTION JOINT %" 0 EXP BOLTS w/ 3 YV EMB SECTION G-S4 3�411 = 11 -011 AT 48 " o.c. MAX. AND AT TYPICAL SECTION @ COLUMN @ LOADING DOCK ENDS BY M.B.M. RIGID METAL FRAME, BASE C.L. OF COLUMN, PIER & PLATES & ANCHOR BOLTS FOOTING AS PER PLAN BY M.B.M. (TYP. AS PLAN) 6" CONCRETE SLAB AS PLAN TOP/CONC. SLAB AS PLAN •. ° --- --? — -----^rr—�I— 114, — --- — _��— --- —�� % I �\ ° 61 ° 3#4 TIES @ 4"o.c. @ TOP — —Ir ° z ?SE AS PLAN & SCHEDULE —�i • i CONIC. PIER P-2, SEE DETAIL j �— _4,• CONCRETE FOOTING AS TOP/FOOTING AS PLAN PER PLAN & SCHEDULE I d 4 4 7 I I ° 1 I Se. SECTION I-S4 TYPICAL SECTION @ COLUMN @ POOL W SECTION B-S4 0 p p N POOL BY POOL CONTRACTOR p i 314 , RIGID METAL FRAME, BASE PLATES & ANCHOR BOLTS, Z GIRT & WALL PANELS BY M.B.M. (TYP. AS PLAN) GIRT TOP/CMU WALL @ +10'-8 TO SUPPORT TOP OF CMU WALL TO RESIST LATERAL P (WIND HORIZ.) _ ± 235 PLIF f WIND LOADS AS SHOWN CONNECT TO RIGID FRAME 2 COURSE BOND BEAM W/ #6 HORIZ BAR GROUTED 8" CMU WALL & VERT, 7SOLID @ EACH COURSE WALL REINFORCING AS PLAN, SEE SECTION E-S4 C.L. OF COL. & FOOTING FOR INFO NOT SHOWN HAIRPIN REINF, AS PLAN PLACED AROUND A. BOLTS 6" CONCRETE SLAB AS PLAN TOP/CONC. SLAB AS PLAN GRADE ,a II #5 STIRRUPS @ 12"o.c. ° ACROSS COL. PAD (2 EACH °;iL/17TSE AS PLAN & SCHEDULE SIDE OF ANCHOR BOLTS) c ;I { CONCRETE FOOTING AS • • PER PLAN & SCHEDULE TOP/FOOTING AS PLAN d.- • W SECTION J-S4 3i4° = 1 -0 TYPICAL SECTION @ EXTERIOR CMU WALL 3/4° = 11-011 FROp05ED MANUFACTUKINC BUILDING FOR FUK5UIT MATS 3901 5T. LUCIE 5LVD. FORT FIERCE, FLORIDA Key Plan looueo: No.: Date: Description: A. 5/28/19 Foundation Permit 5. 7/12/19 Sid Set C. 7/18/19 Permit 5et Architect: DONADIO & Associates, Architects P.A. 60917th Street Vero Beach, FL 32960 T,V72.794.2929 Fax.772.5620000 Llcenee No. AA0002255 xmev.dcnadio-areh..m Coneultant: M.,, ENGINEERING, INC. Consulting Structural Engineer 2030 37th Avenue Vero Beach, Florida 32960 Phone: 7 72.569.1257 Fax:772.569.4041 Drawing Title: 5ECTION5 & DETAILS REV Reference North ST.®E C®MPLIA CI LUCIE CoUN eoC rY Drn: Drawing File: S.C. Baker yM t,-11 XREF File: 1 Pcc,r. Luc of ect No.: Plot File: 19-114 C.A. License No.: 6662 Sheet No.: FL P.E. No.: 47520 Date 51gned: Ccp,Hght @ 2016, Donadio 0. Aeaodatea, Archlte te. P.A. IProject: RIGID METAL FRAME, BASE PLATES & ANCHOR BOLTS BY M.B.M. (TYP. AS PLAN) HAIRPIN REINF. AS PLAN PLACED AROUND A. BOLTS MF AS PLAN & SCHEDULE %n" EXP JT 6" CONCRETE SLAB AS PLAN TSE AS PLAN (BEYOND) TOP CONC. SLAB AS PLA N AN — \ P il. II II I w 7. — u FDETAILONS6 #4 TIES @ 4"o.c. @TOP E AS PLAN & SCHEDULE, ONT. REINF, THRU PIERS ONC. PIER AS PLAN SEE TOP/FOOTING AS — — PLAN & SCHEDULE CONCRETE FOOTING AS PER PLAN & SCHEDULE ' W SECTION A-S5 TYPICAL SECTION @ EXPANSION JOINT BETWEEN BUILDINGS RECESSED BASE PLATE ----- IF_ STL. TUBE JAMB AS PER METAL 1 O O BUILDING MANUFACTURER I O DOOR HARDWARE ATTACHMENT BY DOOR MANUFACTURER — TYP. EA, 1/8 V 3"@12" JAMB OPTIONAL PLUG WELD ALL BOLT HOLES TYPICAL OVERHEAD DOORJAMB ATTACHMENT TO METAL FRAME ii211= 11.011 1. OVERHEAD DOORS SHALL BE DESIGNED, MANUFACTURED, INSTALLED & CERTIFIED TO WITHSTAND A DESIGN WIND PRESSURE AS SHOWN IN PLAN 2. REFER TO MANUF. CONNECTION REQUIREMENTS IF MORE STRINGENT. #14 SELF TAPPING SELF DRILLING S. SCREWS @ 12"o.c. (MINIMUM 3 FASTENERS PER SIDE) TYP. WINDOW & DOOR ATTACHMENT DETAIL TO METAL 3r411=11-011 DOORS & WINDOWS SHALL BE DESIGNED, MANUFACTURED, INSTALLED & CERTIFIED TO WITHSTAND THE MIN, DESIGN WIND PRESSURES AS NOTED IN PLAN & SHALL BE IMPACT RATED, 3/4" TI 24" DEEP ROLLING DOOR I I — WALL BEYOND FOOTING & REINFORCING AS PLAN, EXTEND TSE TIES AROUND REINF. AS SHOWN SEE DOOR DETAILS FOR I I 6" CONCRETE SLAB & TOP CONNECTIONS IN SLAB REINFORCING AS PLAN SL 114" TOP/CONC. SLAB AS PLAN •A � � I/mod O ° s• w I TSE AS PLAN & SCHED. 2'-0" OR 3'-0" AS PLAN W SECTION B-S5 TYPICAL SECTION @ ROLLING DOOR FOOTING 3" CONCRETE COLUMN OR CMU WALL W/ FILLED CELL AS PLAN FILLED CELL AS PLAN EACH SIDE OF JOINT w t— m I Z I'M w 0 � I N CONT. P.T. 2x6 PLATE @ JAMB w/ %"0 LDT @ 24"o.c. W/ WASHERS (4" EMBED.) PROVIDE ONE BOLT WITHIN 6" FROM THE TOP & BOT. OF JAMB PLATE DOOR HARDWARE ATTACHMENT TO 2x6 BY DOOR MANUFACTURER TYPICAL OVERHEAD DOOR JAMB ATTACHMENT TO CMU 1Y2'I = 11-011 1. OVERHEAD DOORS SHALL BE DESIGNED, MANUFACTURED, INSTALLED & CERTIFIED TO WITHSTAND A DESIGN WIND PRESSURE AS SHOWN IN PLAN. 2. REFER TO MANUF. CONNECTION REQUIREMENTS IF MORE STRINGENT. 1 2"o.c. 4" 8" (TYP.) (TYP.) (TYP.) PROVIDE 8" PRECAST CONCRETE OR 8" x 8" POURED CONCRETE LINTEL w/ 1 #5 CONT. AT ALL O P E N I N G S Y4"O S.S. TAPCONS INTO FILLED CELL OR CONCRETE COL. W/ 13/4" EMBED (TYP.) I P.T. BUCK AS REQUIRED BY DOOR OR WINDOW MFG. IIT � I I TYPICAL DOOR ATTACHMENT DETAIL TO CMU 3/4 11-0" NOTES: 1. DOORS & WINDOWS SHALL BE DESIGNED, MANUFACTURED, INSTALLED & CERTIFIED TO WITHSTAND THE MIN. DESIGN WIND PRESSURES AS NOTED IN PLAN & SHALL BE IMPACT RATED, 2. WATERPROOF ALL DOOR & WINDOW PERIMETERS WITH APPLICABLE WATERPROOFING (1) COAT BEFORE INSTALLING BUCKS & (1) COAT AFTER BUCK INSTALLATION, H z F, CMU WALL AS PLAN STEEL TUBE JAMB BY M.B.M. I � I I 12" x 12" x 6" DP. RECESS w/ SECONDARY GROUT POUR I � 6" CONCRETE SLAB AS PLAN I I TOP/CONC. SLAB AS PLAN a l I l I I• / . P ❑ iI - 11' • LOWER REINF AT RECESS WITH " Z" BARS •'° • TSE AS PLAN &SCHED. TYP. SECT, RECESSED JAMB @ OHD 3/e = 11-oil • ° , �—PREFORMED JOINT FILLER / TOOLED POLYURETHANE CAULK & PREMOLDED BACKING ROD ...... TERMINATE HO @ WALL REINFORCING JOINT TYPICAL CMU WALL JOINT DETAIL 1i211= 11-011 NOTES: 1. Y2" CMU WALL JOINT AS PLAN & NOTED AS THUS: W.J. 2. DISCONTINUE HORIZONTAL JOINT REINFORCING EACH SIDE OF JOINT. 3. CONTINUE ALL HORIZONTAL BEAM REINFORCING THROUGH THE JOINT. 4. ALIGN MASONRY HEAD JOINTS IN BOND BEAM WITH WALL JOINT. 5. ALIGN STUCCO JOINTS WITH WALL JOINTS. WO STD PIPE w/ 1 #5 VERT PROVIDE BACKER ROD CONT. GALV. L 2" x 2" x'/b' & TOOLED NP-1 '/a"EXPJT w/Y2"OH.STUDS x4"@ SEALANT @ EXP. JOINTS 24"o.c. EA. SIDE OF JOINT EXTEND BARS 12" THROUGH TSE AS PLAN &SCHED. EXPANSION JOINT ONE SIDE INTO 12" PVC SLEEVE °i TERMINATE REINF: ONE SIDE 12" OF EXP. JOINT AS SHOWN TYP. EXP. JOINT DETAIL @ TSE NO SCALE PROVIDE BACKER ROD EXP JT CONT. GALV. L 2" x 2" x'/b" & TOOLED NP-1 w/Y2"OHEADED STUDS x4"@ SEALANT @ EXP. JOINTS 24"o.c. EA. SIDE OF JOINT #5 x 24" LONG SLEEVED SPEED DOWELS @ 24"o.c. q T TSE AS PER PLAN & SCHED. EACH SIDE OF EXP. JOINT TYP. EXP. JOINT DETAIL @ SLAB NO SCALE FILL JOINT w/ PREFORMED Yz" CONST JT RUBBER JOINT FILLER . Y2"OX16"LONG SMOOTH DOWELS @ 24"o.c. — TSE AS PER PLAN & SCHED. EACH SIDE OF EXP. JOINT TYPICAL CONST. JOINT DETAIL NO SCALE '/e" WIDE X Y4 IT) DEEP SAW CUT AS PLAN, SAW CUTS SHALL BE MADE AS SOON AS CONCRETE HAS HARDENED SUFFICIENTLY ENOUGH TO PREVENT x AGGREGATE FROM BEING DISLODGED BY SAW BLADE a -- --. TYPICAL SAW CUT DETAIL GROUTED SOLID, SEE ARCH. PLANS FOR LOCATIONS a e ❑ n CONCRETE SLAB AS PLAN ,� PROVIDE "Z" BARS TO MATCH & LAP FOOTING REINF IN DEEPENED FTG 12"0 CONC. FOUNDATION -- 16" 2"PJ _►I TYP. PIPE BOLLARD DETAIL 3/411= 1 1-0 11 REFER TO ARCH DWGS FOR QUANTITY & LOCATION NO SCALE TSE AS PLAN & SCHED. L :2 a TYPICAL TYPICAL STEPPED FOOTING DETAIL NO SCALE TIES AS PER SCHEDULE ( I I° 2" CLEAR I' 30'LAP ca 6 a,` SLEEVE EXISTING LINES DEEPEN FTG. 12" BELOW , °'°.° AS REQUIRED BY CODE & WIDER THAN ALL PIPE PENETRATIONS (TYPICAL) U PROVIDE 'Z' BARS TO 12" MATCH & LAP FOOTING REINF IN DEEPENED FTG TYPICAL FOOTING DETAIL @ PLUMBING LINES NO SCALE FKOp05ED MANUFACTUKiNC 13UILDING FOP, FUKSUIT DOATS 5901 5T, LUCIE 13LVD. FOKT f IEKCE, FLOKIP , Key Plan 155Ue5: No.: Date: Dcooription: A. 5/26/19 Foundation Permit 0. 7/12/19 Bid 5et C. 7/15/19 Permit 5et Architect: Consultant: DONADIO & Associates, Architects P.A. 60917th Street Vero 5eaoh,FL 32960 Te1.772.7942929 Fa072.562.8600 Licenoe No. AA0002238 w oonadio-arch.com ENGINEERING, INC. Consulting Structural Engineer 2030 37th Avenue Vero Beach, Florida 32960 Phone:772.569.1257 Fax:772.569.4041 Drawing Title: 5ECT10 DETAIL5 CpE eweD op op rna._ O Reference North STD LuclG �rANCE 80CC UNTY Drn: Drawing File; S.G. Baker Ghd XREF File: Mike Luc ,��°I' Project No.: Plot File: C.A. Licenee No.: 8662 5heet No.: FL P.E. No.: 47520 Date 5ianed: 5 Copyright @ 2016, Po.Ao & Aoeociatee, Architects, KA rz LL� ROOF PITCH 1/2:12 COMPONENT AND CLADDING PRESSURES (PSF) (ASD) EFFECTIVE AREA (SQUARE FEET) ZONE 0<10 11<20 21<50 51<100 1 +16 -39 +15 -38 +14 -36 +12 -35 2 +16 -65 +15 -58 +14 -49 +12 -42 3 +16 -98 +15 -81 +14 -59 +12 -42 4 +39 -42 +37 -40 +35 -38 +33 -36 3 -40 5 +39 -52 +37 -48 +35 -44 +33 1 END ZONE 5 IS WITHIN A DISTANCE OF (a) = 15 FT FROM BUILDING CORNERS. 15 FT 15 FT 15 FT COMPONENT AND CLADDING PRESSURE ZONES NO SCALE NOTES: 1. PRESSURES ARE IN ALLOWABLE STRESS DESIGN (asd) FOR WINDOWS, DOORS, ROOFING, METAL DECK, AND STEEL ROOF JOISTS AND GIRDERS AND ALL OTHER BUILDING COMPONENTS AND CLADDING, 2. POSITIVE PRESSURES INDICATE PRESSURES ACTING TOWARD A PROJECTED SURFACE. NEGATIVE PRESSURES INDICATE PRESSURES ACTING AWAY FROM A PROJECTED SURFACE, 3. NET DESIGN ROOF PRESSURES SHALL BE CALCULATED USING SELF WEIGHT OF MATERIAL. 4. END ZONE "a" = 15 FEET. 1040 2'-0" LL 15 FT 2'-2" • -" ' • 16#7 VERTICAL W/ • ^ • • 2#4 TIES @ Wo.c. r 10#7 VERTICAL W/ • e • • •° #4 TIES @ 8"o.c. o q • - " 16#7 VERTICAL W/ d • �; , .: ■ 2#4 TIES @ 8"0.0 • : ° •. •.. • ° ° • 2" CLR (TYP.) 2" CLR (TYP.) --►►► ..� 2" CLR (TYP.) CONC. PIER P-1 CONC. PIER P-2 CONC. PIER P-3 MINIMUM ANCHOR BOLT EMBEDMENT DEPTH BOLT DIAMETER MAX. UPLIFT LOAD ON BOLT MAX. HORIZ. LOAD ON BOLT MIN. EMBED DEPTH (D) PROJECTION (P) HOOK DIM. (H) a BOTTOM OF BASE PLATE Y2" 2,840 LBS. 1,960 LBS 8" 2" 2'z" H 4,520 LBS. 3,070 LBS 10" 2/2" 3" 6,690 LBS. 4,420 LBS 12" 2%" 4" 9,230 LBS. 6,010 LBS 14" W 4'2" 1" 12,110 LBS, 7,850 LBS 16" 3" 5" lyd" 19,380 LBS. 12,270 LBS 20" 3Y2" b z" 1 2 2,840 LBS. 17,670 LBS 24" 3Y2" 8" 13/a" 37,970 LBS. 24,050 LBS 28" 4" 10° DESIGN CRITERIA THE FLORIDA BUILDING CODE, 61h EDITION (2017) ROOF LOADS DEAD...................................................... 2 PSF (AS PER MBM) COLLATERAL LOAD..................................10 PSF LIVE ........................................................ 20 PSF (REDUCIBLE) INTERIOR PARTITION LATERAL LOAD ............... 5 PSF CRANE LOADS IMPACT 10% LIFTED LOAD HORIZONTAL 20% LIFTED LOAD LONGITUDINAL LOAD 20% MAX WHEEL LOAD 1 TON FIXED MONORAIL (1) 1 TON HOIST CAPACITY 2000 LBS HOIST AND TROLLEY WT 150 LBS 1 TON FIXED MONORAIL (2) Y2 TON HOIST CAPACITY 1000 LBS EACH HOIST AND TROLLEY WT 100 LBS EACH 2 TON FIXED MONORAIL (2) 1 TON HOIST CAPACITY 2000 LBS EACH HOIST AND TROLLEY WEIGHT 150 LBS EACH 10 TON TOP RUNNING BRIDGE CRANE SPAN 60 FT (2) 4 TON HOISTS EACH BRIDGE BRIDGE WEIGHT 11,486 LBS HOIST WEIGHT 686 LBS CRANE WEIGHT 12,372 LBS LIFT CAPACITY 8,000 x 2 = 16,000 LBS 4 TON TOP RUNNING BRIDGE CRANE SPAN 70 FT (2) 2 TON HOISTS EACH BRIDGE BRIDGE WEIGHT 11,610 LBS HOIST WEIGHT 886 LBS CRANE WEIGHT 12,496 LBS LIFT CAPACITY 4,000 x 2 = 8,000 LBS MAXIMUM LOADING SHALL ACCOUNT FOR TWO BRIDGE CRANES EACH BAY. TYPICAL WIND LOADS PER ASCE 7 WIND SPEED REGION V(uIQ ...................... 160 MPH V(asd) ..................... 124 MPH WIND BORNE DEBRIS REGION ENCLOSED STRUCTURE BUILDING RISK CATEGORY .................................... II BUILDING DESIGN HEIGHT ........................... <30 FT. ROOF PITCH ................................................ Y2" / 12 &1:12 INTERNAL PRESSURE COEFF .......................... +0.18 EXPOSURE........................................................... C HEIGHT & EXPOSURE COEFF .............................. 1.4 STRUCTURAL NOTES 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 2. ALL CONSTRUCTION SHALL BE BRACED AND SHORED BY THE CONTRACTOR AS REQUIRED TO SAFELY PERFORM THE WORK. 3. ALL DOORS, WINDOWS AND HARDWARE MUST BE DESIGNED AND CERTIFIED TO WITHSTAND THE DESIGN WIND PRESSURES NOTED IN THIS DOCUMENT AND GLAZED OPENINGS SHALL BE IMPACT RESISTANT AS REQ. BY THE FLORIDA BUILDING CODE. 4. THE MINIMUM STRUCTURAL SUBMITTALS SHALL BE AS PER SPECS AND AS FOLLOWS: a. CONCRETE MIX DESIGNS b. MASONRY & ACCESSORIES c. REINFORCEMENT d. STRUCTURAL STEEL e. LIGHT GAGE METAL FRAMING SIGNED & SEALED T. PRE-ENGINEERED METAL BUILDING SIGNED & SEALED g. CRANE EQUIPMENT & SUPPORTS SIGNED & SEALED h. HELICAL PILE CERTIFICATION SIGNED & SEALED FOUNDATION SCHEDULE MARK T/FTG ELEV SIZE D X W X L BOT. REINF. TOP REINF. REMARKS L.W. S.W. L.W. S.W. TSE-12 AS PLAN 12" x 12" x CONT. 2#5 THICKENED SLAB EDGE TSE-16 AS PLAN 16" x 16" x CONT. 2#5 THICKENED SLAB EDGE TSE-24 AS PLAN 24" x 24" x CONT. 3#5 TOP & BOT. w/ #4 TIES @ 24"o.c. THICKENED SLAB EDGE TSE-26 AS PLAN 24" x 26" x CONT. 3#5 TOP & BOT. w/ #4 TIES @ 24"o.c. THICKENED SLAB EDGE TSE-36 AS PLAN 24" x 36" x CONT. 4#5 TOP & BOT. W/ #4 TIES @ 2411o.c. THICKENED SLAB EDGE MWF-24 +0'-0" 12" x 24" x CONT. 3#5 #5 @ 32" MONOLITHIC WALL FOOTING MF-44 +0'-0" 12" x 48" x 48" 5#6 5#6 5#6k#5@ MONOLITHIC FTG AT FLOOR WINCH MF-45 +0'-0" 24" x 48" x 60" 5#6 6#6 5#6MONOLITHIC COLUMN FOOTING MF-55 +0'-0" 24" x 60" x 60" 6#6 6#6 6#6MONOLITHIC COLUMN FOOTING WF-24 AS PLAN 12" x 24" x CONT. 3#5 #5 @ 32"STEM WALL FOOTING WF-44 AS PLAN 16" x 44" x CONT. 4#5 #5 @ 24" 4#5 STEM WALL FOOTING AT TRUCK WELL F-4 -0'-6" 24" x 48" x 48" 5#6 5#6 5#6 5#6 COLUMN PAD F-4A 1'-0" 24" x 48" x 48" 5#6 5#6 5#6 5#6 COLUMN PAD F-5 4-6" 24" x 60" x 60" 6#6 6#6 6#6 6#6 COLUMN PAD F-5AF06""""" 24" x 60" x 60" 6#6 6#6 6#6 6#6 COLUMN PAD F-5B 24" x 60" x 60" 6#6 6#6 6#6 6#6 COLUMN PAD F-6 24" x 72" x 72" 7#6 7#6 7#6 7#6 COLUMN PAD F-6A 24" x 72" x 72" 7#6 7#6 7#6 7#6 COLUMN PAD F-7 24" x 84" x 84" 8#6 8#6 8#6 8#6 COLUMN PAD F-7A -2'-0" 24" x 84" x 84" 8#6 8#6 8#6 8#6 COLUMN PAD F-7.5r.2'.0" 24" x 90" x 90" 9#6 9#6 9#6 9#6 COLUMN PAD F-7.5A 24" x 90" x 90" 9#6 9#6 COLUMNPAD F-7.5B 24" x 90" x 90" 9#6 9#6 COLUMN PAD F-8.524" x 102" x 102" 10#6 10#6 CAi9n COLUMN PAD F-8.5A24" x 102" x 102" 10#6 10#6 COLUMN PAD F-8.5B24" x 102" x 102" 10#6 10#6 COLUMN PAD F-7.5/11A -2'-0" 24" x 9011.x 132" 8#6 8#6 12#6 12#6 COLUMN PAD F-9 -0'-6" 24" x 108" x 108" 10#6 10#6 10#6 10#6 COLUMN PAD F-9A 4-0" 24" x 108" x 108" 10#6 10#6 10#6 10#6 COLUMN PAD NOTES: 1. * DENOTES (2) SS5 HELICAL TENSION PILES INSTALLED CONCENTRICALLY IN FOOTING BATTERED 5° IN EACH OPPOSITE FACING DIRECTION. 2. * * DENOTES (4) SS5 HELICAL TENSION PILES INSTALLED CONCENTRICALLY IN FOOTING BATTERED 5° IN EACH OPPOSITE FACING DIRECTION. LAP SPLICE LENGTHS (3000 PSI) BAR SIZE (#) 3 1 4 1 5 1 6 1 7 1 8 9 TOP BARS 28" 37" 47" 1 56" 1 81" 1 93" 105" ALL OTHER BARS 18" 24" 30" 1 36" 1 42" 1 48" 54" ACI STANDARD HOOK LENGTHS BAR SIZE (#) 1 3 1 4 1 5 1 6 7 8 1 9 LENGTH (INCH) 1 6 1 8 1 10 1 12 14 16 1 19 FOUNDATION 1. FOUNDATIONS ARE DESIGNED BASED ON AN ALLOWABLE BEARING PRESSURE OF 2,500 PSF. 2. CONTRACTOR SHALL VERIFY THAT THE MIN. COMPACTION OF 95% & 98% OF ITS MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D1557 IS OBTAINED PRIOR TO FOOTING & SLAB PLACEMENT. REFER TO SOLS REPORT. 3. FOOTINGS SHALL BE PLACED ON COMPACTED SOIL FREE OF ORGANIC DEBRIS. 4. REFER TO SOILS INVESTIGATIVE REPORT BY ARDAMAN & ASSOCIATES INC. REPORT NO. 19-5422 DATED MARCH 5,2019 FOR ALL SITE PREPARATION REQUIREMENTS. 5. FINAL FOUNDATION SIZES SHALL BE REVIEWED AND VERIFIED BY ENGINEER OF RECORD UPON SUBMITTAL OF FINAL PRE- ENGINEERED METAL BUILDING REACTIONS. HELICAL PILES 1. HELICAL PILES AND COMPONENTS SHALL BE AS MANUFACTURED BY A B CHANCE OR APPROVED EQUAL. 2. ALL COMPONENTS SHALL BE HOT DIP GALVANIZED PER ASTM Al53 (LATEST REVISION). 3. HELICAL PILES SHALL BE SS 5 AND INSTALLED BY A QUALIFIED INSTALLER APPROVED BY THE PRODUCT MANUFACTURER. 4. SS5 MATERIAL SPECIFICATIONS: BRACKET BODY: PER ASTM A36 AND ASTM A570 GRADE 50 SHAFT: 1-1/2" SOLID SQUARE HELIXES 3/8" MIN THICK ASTM A572 OR All 018 MINIMUM YIELD STRENGTH 50 KSI BOLTS: HEX HEAD BOLT PER SAE J429 GRADE 5. 5. THE HELICAL PILES SPECIFIED SHALL HAVE THE FOLLOWING ULTIMATE CAPACITY: SS5 P(ULT) = 57 KIPS MAXIMUM INSTALLATION TORQUE RATING = 5,700 FT-LBS 6. THE SS5 HELICAL PILES SPECIFIED SHALL BE INSTALLED TO DEVELOP THE FOLLOWING MINIMUM TENSILE LOADS: P(WORKING) = 20 KIPS TENSION MINIMUM TORQUE RATING = 4,000 FT-LBS 7. THE MINIMUM HELIX DIAMETERS SHALL BE 10, 12 & 14 INCHES RESPECTIVELY. 8. THE INSTALLER SHALL REVIEW THE SOILS INVESTIGATIVE REPORT TO DETERMINE THE REQUIRED MIN. REQUIRED DEPTH NEEDED TO ACHIEVE THE RATED CAPACITIES INDICATED IN PLAN. 9. HELICAL PILES SHALL BE INSTALLED AT THE MIN. DEPTH OF 40 FEET UNLESS THE TORQUE HAS BEEN ACHIEVED AT A SHALLOWER DEPTH. 10. INSTALLATION SHALL BE MONITORED AND CERTIFIED BY AN INDEPENDENT ENGINEER STATING THE THAT THE INSTALLATION IS IN COMPLIANCE WITH THE DESIGN DOCUMENTS. SUBMIT PILE LOG WITH CERTIFICATION PRIOR TO PLACING FOUNDATIONS. 11, THE CAPACITY OF THE HELICAL SYSTEM IS A FUNCTION OF MANY ELEMENTS NOT LIMITED TO THE CAP BRACKET, PIER SHAFT, HELIXES AND BEARING STRATA AS WELL AS THE QUALITY OF PIER INSTALLATION. 12. THE MINIMUM CAP PLATE SIZE SHALL BE %" x B" x8" AND SHALL BE WELDED TO THE HELICAL PILE SHAFT TO DEVELOP THE RATED DESIGN TENSION LOADS, CONCRETE 1. CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF A.C.I. 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" AND A.C.I. 318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE. 2. THE MINIMUM CONCRETE 28 DAY COMPRESSIVE STRENGTHS SHALL BE AS FOLLOWS: FOUNDATIONS ....................................... 3000 PSI SLUMP 5"±1" W/C = 0.5 AGGREGATE SIZE 3/4' SLAB ON GRADE .................................... 4000 PSI SLUMP 5"±1" W/C = 0.4 AGGREGATE SIZE %" COLUMNS & BEAMS ............................... 3000 PSI SLUMP 5 ±1" W/C = 0.5 AGGREGATE SIZE 3/4" MASONRY GROUT .................................. 3000 PSI SLUMP 10"±1" W/C = N/A AGGREGATE SIZE N/A 3. REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ASTM A615 GRADE 60. 4. WELDED WIRE FABRIC SHALL BE IN ACCORDANCE WITH ASTM A185 AND SHALL BE ADEQUATELY SUPPORTED AT 36" o.c. E.W. 5. THE MINIMUM CONCRETE COVERAGES SHALL BE AS FOLLOWS: CAST AGAINST EARTH .... 3" EXPOSED TO WEATHER.... 1.1/2 FORMED SURFACES .... 1" 6. PROVIDE 900 CORNER LAP SPLICES AT ALL INTERSECTIONS. 7. THE MINIMUM LAP SPLICE SHALL BE 30 BAR DIAMETERS OR AS NOTED IN SCHEDULE. 8. CONCRETE SHALL BE TESTED BY AN INDEPENDENT TESTING LABORATORY IN ACCORDANCE WITH ASTM C39. A MINIMUM OF (5) TEST CYLINDERS SHALL BE TAKEN FOR EACH POUR, AND ADDITIONAL SETS FOR EVERY 50 CUBIC YARDS OF POUR. CYLINDERS SHALL BE TESTED AS FOLLOWS: 1 AT 3 DAYS, 1 AT 7 DAYS, 1 AT 14 DAYS, 1AT 28 DAYS & 1 AT 56 DAYS (IF THE MINIMUM STRENGTH IS NOT MET IN 28 DAYS) 9. CONTRACTOR SHALL PROVIDE SAW CUTS IN SLAB AS PLAN OR AT A MAXIMUM SPACING OF 20'-0" o.c. EACH WAY OR 400 S.F. U.O.N. AND AT ALL RE-ENTERANT CORNERS. SAW CUTS SHALL BE 1 /4 OF THE SLAB DEPTH AND SHALL BE PERFORMED AS SOON AS THE CONCRETE HAS HARDENED SUFFICIENTLY ENOUGH TO PREVENT THE AGGREGATE FROM BEING DISLODGED BY THE SAW BLADE. THIS IS AN EFFORT TO CONTROL THE STRESSES, AN INHERENT PROPERTY OF CONCRETE WHICH SOMETIMES RESULTS IN CRACKS, WHICH IS NOT UNCOMMON. CONCRETE MASONRY 1. CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530.1/ASCE 6/TMS 602, SPECIFICATION FOR CONCRETE MASONRY STRUCTURES AND ACI 530/ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. 2. CONCRETE MASONRY UNITS SHALL BE IN CONFORMANCE WITH ASTM C90, GRADE N, TYPE II. MASONRY UNITS SHALL BE TESTED IN ACCORDANCE WITH ASTM C140 AND SHALL HAVE A MINIMUM NET AREA STRENGTH OF 1900 PSI (F'm = 1500 PSI). 3. GROUT SHALL BE IN CONFORMANCE WITH ASTM C476, COARSE TYPE WITH A 28 DAY COMPRESSIVE STRENGTH OF 3,000 PSI AND A SLUMP OF 9" - 11". 4. MORTAR SHALL BE IN ACCORDANCE WITH ASTM C270, TYPE S. 5. ALL MASONRY JOINTS SHALL BE WATERTIGHT AND CONCAVE TOOLED WITH A NON-STAING TOOL. 6. EXTERIOR SURFACES SHALL BE SEALED AND PAINTED. 7. PROVIDE CLEANOUTS FOR ALL GROUTED CONSTRUCTION AND LIMIT MORTAR PROTRUSIONS TO 1/2" MAX. IN GROUTED CELLS. 8. ALL MASONRY WALLS SHALL BE CONSTRUCTED IN RUNNING BOND WITH 9 GA, LADDER TYPE JOINT REINFORCING SPACED 16"o.c. VERTICALLY. LAP 8" MINIMUM AT ALL CORNERS & SPLICES. 9. PROVIDE PRECAST CONCRETE LINTEL WITH 2#6 HORIZ. BARS GROUTED SOLID WITH 8" MINIMUM BEARING AT ALL MASONRY OPENINGS (TYP. UNLESS OTHERWISE NOTED). STRUCTURAL STEEL 1. STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", LATEST EDITION. 2. THE MINIMUM STRUCTURAL STEEL GRADES SHALL BE AS FOLLOWS: PLATES & ANGLES .......... ASTM A36 Fy = 36 KSI STRUCTURAL TUBE .......... ASTM A500 Fy = 46 KSI PIPE .............................. ASTM A36 Fy = 36 KSI WF SHAPES .................... ASTM A992 Fy '= 50 KSI 3. STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE A.I.S.C. "CODE OF STANDARD PRACTICE", LATEST EDITION. 4. WELDING OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH A.W.S. Dl .1 WITH E70XX ELECTRODES. FILLET WELDS SHALL BE A MINIMUM OF 3/16" UNLESS NOTED OTHERWISE. 5. HIGH STRENGTH BOLTS SHALL BE IN ACCORDANCE WITH ASTM A325 & SHALL BE DESIGNED AS BEARING TYPE CONNECTIONS WITH THREADS EXCLUDED FROM THE SHEAR PLANE. 6. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH ASTM A307. 7. ALL MEMBERS SHALL BE POWER TOOL CLEANED AND PAINTED WITH A RUST INHIBITIVE SHOP PRIMER WITH A MIN, THICKNESS OF 1.5 MILS. 8. GALVANIZED METALS, WHERE SPECIFIED, SHALL BE HOT -DIPPED GALVANIZED IN ACCORDANCE WITH ASTM All 23 AND Al53. PRE-ENGINEERED METAL BUILDING 1. PRE-ENGINEERED METAL BUILDING STRUCTURE SHALL BE DESIGNED AND MANUFACTURED FOR ALL LOADS PRESCRIBED HEREIN. 2. SUBMIT METAL BUILDING SHOP DRAWINGS AND REACTIONS SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER FOR REVIEW BY THE ENGINEER OF RECORD PRIOR TO FABRICATION. 3. ALL METAL BUILDING COMPONENTS SHALL BE COLD FORMED WITH A MINIMUM GRADE OF FY = 50KS1 AND SHALL BE IN ACCORDANCE WITH AISI AND AISC LATEST EDITION. 4. ROOF PANELS SHALL BE A MINIMUM OF 24 GA STANDING SEAM PANELS INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS AS REQUIRED TO RESIST THE SPECIFIED WIND UPLIFT LOADS. COLOR SHALL BE AS SELECTED BY ARCHITECT AND OWNER. 5. WALL PANELS SHALL BE A MINIMUM OF 26 GA GALVALUME AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS AS REQUIRED TO RESIST THE SPECIFIED WIND LOADS. COLOR SHALL BE AS SELECTED 6. ALL MEMBERS SHALL BE POWER TOOL CLEANED AND PAINTED WITH A RUST INHIBITIVE SHOP PRIMER WITH A MIN, THICKNESS OF 1.5 MILS. U.N.O 7. DIAGONAL WALL AND ROOF BRACING SHALL BE PLACED IN BAYS WITHOUT OPENINGS. 8. METAL BUILDING MANUFACTURER SHALL PROVIDE ALL THE NECESSARY TRIM, FLASHING AND COVER PLATES AS NEEDED TO PROVIDE A COMPLETE WEATHER PROOFED BUILDING ENVELOPE AND STRUCTURE. 9. METAL BUILDING MANUFACTURER SHALL DESIGN THE FRAMING TO SUPPORT ALL LOADS SPECIFIED IN PLAN. COLD FORMED METAL FRAMING 1. ALL MEMBERS SHALL BE DESIGNED, MFG'D AND INSTALLED IN ACCORDANCE WITH (A.I.S.I.) LATEST EDITION " SPECIFICATION FOR THE DESIGN OF COLD FORMED STRUCTURAL MEMBERS". 2. ALL MATERIAL SHALL BE THE MINIMUM TYPE, SIZE, GAUGE AND SPACING AS SPECIFIED ON PLANS. 3. THE LIGHT GAGE STEEL FRAMING SHALL BE DESIGNED BY A SPECIALTY ENGINEER AND SIGNED AND SEALED SHOP DRAWINGS SIGNED AND SEALED SHALL BE SUBMITTED FOR APPROVAL PRIOR TO FABRICATION, 4. STRUCTURAL PROPERTIES OF METAL STUDS SHALL BE IN ACCORDANCE WITH AMERICAN IRON AND STEEL INSTITUTE (A.I.S.I.) "SPECIFICATION FOR DESIGN OF COLD FORMED STRUCTURAL MEMBERS". 5. METAL FRAMING COMPONENTS TO BE OF STRUCTURAL QUALITY STEEL SHEET WITH A MINIMUM YIELD OF 33,000 PSI OR 40,000 PSI; ASTM A 446, A 570, OR A611, WITH A GALVANIZED FINISH COMPLYING WITH ASTM A525 FOR MINIMUM G60 COATING. 6. CONCRETE THREADED FASTENERS SHALL BE CORROSION RESISTANT AND INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. 7. SCREWS FOR METAL FRAMING CONNECTORS SHALL BE A MINIMUM OF #10 x 3/4" CORROSION RESISTANT HEX HEAD SELF DRILLING, SELF TAPPING DRILLING, CADMIUM PLATED TYPICAL U.N.O. OR OF OTHER SIZE AND TYPE INDICATED ON DRAWINGS. PROVIDE A MINIMUM OF (3) SCREWS EACH CONNECTION. B. ALL FRAMING SHALL BE PLUMBED & SECURELY FASTENED TO FLANGES OF ALL UPPER AND LOWER TRACKS WHERE APPLICABLE. 9. VERTICAL HANGERS, DIAGONAL AND HORIZONTAL BRACING SHALL BE PROVIDED AS REQUIRED TO KEEP ALL MEMBERS PLUMB AND STRAIGHT. TIMBER 1. ALL TIMBER ELEMENTS SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE, 61h EDITION. Project: FROF05ED MANUFACTUKING BUILDING FOK FUKSUIT DOAT5 5901 5T. LUCIE DLVD. FORT I'IEKCE, FLORIDA Key Flan 155Ue5: No.: Date: Description: A. 5/28/19 Foundation Permit 3. 7/12/19 Bid Set C. 7/18/19 Permit Set Architect: DONADIO & Associates, Architects P.A. 60917th 5trea Vero [Woh, FL 52960 Te1.772.794.292,9 Fax.712.362.8600 U.mee No. AA0002235 w Aonadlo-aroh.00m consultant: Mimm, ENGINEERING, INC. Consulting Structural Engineer 2030 37th Avenue Vero Beach, Florida 32960 Phone:772.569.1257 Fax:772.569.4041 Drawing Title: TYPICAL SECTIONS & DETAILS, 5CHEOULE5 (h& ERAL NOTES E Reference North Sr a A�Pw 0od CE �UC1E cN BOCC N11' Drn: Drawing File: 5.C, Baker Chd: XREF File: I� Mi ke Luc / Plot File: - i Project No.: p I 19-114 C.A. License No.: beG2 Sheet No.: FL P.E. No.: 47520 Date Sic ned: 5-6 Copyright aQ 2016, Donadb & Aeo.Wa e, ArohiG te, P.A. 0 0 N 0M 0 0 N sm 0 LO N i I^ ■E (v O O N N/ 0 N N X 1 N 3 9 5 R 7 N a 30'-0" 1 30'-0" 30'-0" 301_01, 30'-0" 130-0" 30'4' 30'_0" 30-0" CANTILEVERED STEEL CANOPY SUPPORTS AS SHOWN BY M.B.M. 1 R1 11 12 13 14 � 30'-0" 30'-0" 30'-0" 30'-0" TCANOPY EAVE T_ — a CANOPY EAVE EAVE HEIGHT (+28'-0") HEIGHT (+16'-81 EAVE HEIGHT (+28'-011) HEIGHT (+16'-8")to I II W-18ga. METAL C JOISTS @ 16"o.c. AS SHOWN bf = is f (Ilp) _ %" 6%18ga. METAL C SOLID BLOCKING ATTACH TO TRACK W/ #12 SCREWS EA. FLANGE @ MID POINT ATTACH TO JOISTS I A i EACH END w/ CLIP L 3" x 3" x 16ga. x S 9 7 II 0'-5" w/ (3) # 12 SCREWS EACH LEG EXPANDABLE END 6"-18ga. METAL C TRACK ALL AROUND, ATTACH WALL FRAME TO CMU I W/ Y4"W x 24" TAPCONS @ 16"o.c' METAL BUILDING WALL BY M,B.M. TO EXTEND UP TO I I I TYP. ALL AROUND I I UNDERSIDE OF ROOFING r---------------------- ------ ------------- --- -------- ---- 1 I I I I I N ' w — 6"0 FIRE SPRINKLER LINE � WT = 24 Ibs / FT (FILLED) "CONNECTION TO BE @ I A MAX. OF 12'-011o.c. 6"-18ga. METAL C JOISTS @ 16"o.c. AS SHOWN cv bf = l % 1(Ilp) = J/2" t a ATTACH TO TRACK w/ it II ± I �'—(3) TS 3" x 3' x Ya" 1 I I #12 SCREWS EA. FLANGE A ;' I I' N POSTS @ 10-0"o.c., I 1 SEE SECT. FOR INFO 6"-18ga. METAL C TRACK S-9 I ALL AROUND, ATTACH I. H TO CMU w/ Y4"0 x 2Y4" U TAPCONS @ 16"o.c. I 6", (2) HOUR FIRE -RATED S'9 b" MTL STUD WALL _ METAL STUD WALL BELOW BELOW TO EXTEND B-1 (+10'-8") UP TO UNDERSIDE' W-18ga. METAL C SOLID BL CKING I TO EXTEND UP TO THE I I I OF ROOFING I @ MID POINT ATTACH Td JOISTS TYP.ALL AROUf�D I UNDERSIDE OF ROOFING — _ EACH END w/ CLIP L 3" x 3" 16ga. x 0'-5" w/ (3) # 12 SCREWS E CH LEG -- ---- ----------------- ---- -------- ----------- -------- -- ---------- --- y TON RAIL --- I L I I II ' I 6"0 FIRE SPRINKLER LINE WT = 24 Ibs / FT (FILLED) CONNECTION TO BE @ PRE-ENG. MTL WALL PANELS A MAX. OF 12'-Wo.c. 1 I BELOW TO EXTEND UP TO I I I l I I I I I I UNDERSIDE OF ROOFING I d EF-GI EF-G2 EF-SP1 i i EF-SP1 WT=951# WT=951# WT=1951# p h I I WT=1951# l WT=3819# I I I I I O¢ I I ON HOIST 1 TON HOIST f 1,WT=171 RAU-GI ® El Z I — -_ I L_ I J W F.SP# h ECM-SP1 - m I I — --- --------- CEILING FAN - - ----------------------- DIAG. ROOF BRACING RAU-SP1 WT=500# (TYPICAL AS SHOWN) I EF-DI I Ez WT=4782# EF-DI I I PRV-1 �I I ❑I PRV-2 I I I - I RIDGE HEIGHT(+33'-0") WT=1951# WT=1951# WT=1450# RIDGE HEIGHT(+33'-0") WT=1450# — — — — — — — — — — — — — — — — — II — — — _ _ — — — — — — — — — — — — — — — _ — — Project: f KOF05ED MANUFACTURIN, DUILDING FOR FURSUIT BOATS 5901 ST. LUCIE P LVD. FORT FIEKCE, FLOKIDA Key Plan EF-Go I CRANE RAIL, I I I I I I I WT=1225# WT=1225# SEE SECTION a I El ❑ o r l DCF-D1 S-9 RAU-G3 WT-5132# 9 F F L WT=2434# BRIDGE CRANE o ' ' o ' ' N 2 2 O 1 O I I I I N a 'RAU-Ll RAU-1_2 RAU-L3 RAU-1.4 P1 i iO1 i - WT=3379# WT=3379# WT=3379# WT=3379# a <_ CEILING FAN I SEE PARTIAL NORTH END WT=500# El ❑ [T El I ROOF FRAMING PLAN I 1 I FOR INFO NOT SHOWN STUB POST ABOVE TO I I I I I I H I I I I ll SUPPORT ROLLING I I O O 0 p DOOR HANGING ECM22 ECM22 WT=22 WT-22 O p lvl 1 TON FIXED 1 TON FIXED ❑ EF-G7 EF-G8 WT=2210# WT=2210# WT=2210# ® WT=1225# WT=1225# WT=2210# - 04 04 BEAM HOIST BEAM HOIST I RAU-G4 J WT=5132# I ® I ® _ r— l DCF-Hl I I I I I I I I I I CRANE RAILL _JJ WT=2434# I , I � � � I SEE SECTION - — — — — — — — — — — — — — — — LLo -- O WTH 1951 # WT 1951 # �w I I ---_----__—__—__—__—__—__—__ __— -_ _ —_ I _ _ _ _ I I I I _\ m I I ; RAU-Sl 6"Ri FIRE SPRINKLER LINE ® WT=4782# WT = 24 Ibs / FT (FILLED) CONNECTION TO BE @ _ I �O EF-G3 EF-G4 I A MAX. OF 12'-0"o.c. I LL = WT=951# WT=951# I I' WTM3358# I YzTON Y2TON Z gg RAU-G2 I I HOIST HOIST I I' m ® WT=3819# I I I RIGID METAL FRAME, Z GIRT, WALL PANELS I I a & PURLINS BY METAL BUILDING MANUF. DCF-1 EF-S1 EF-S2 (M.B.M. - TYPICAL AS SHOWN U.O.N.) WSF-1 rWSF-2 WSF-3 J WT=1783# WT=1951# WT=1951# WT=900# =900# WT=900# , AW\ PARTIAL SOUTH END ROOF PLAN VV NOTES: �6" 1. ALL ELEVATIONS REFER TO TOP OF MAIN FLOOR SLAB @ +0'-0" U.O,N. (24.5' N.A.V.DJ. 2. CONTRACTOR SHALL COORDINATE STRUCTURAL WORK WITH ARCHITECTURAL, MECHANICAL, PLUMBING & ELECTRICAL DRAWINGS FOR VERIFICATION OF LOCATIONS & DIMENSIONS OF ALL PROJECT REQUIREMENTS. ANY DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT OR ENGINEER OF RECORD BEFORE PROCEEDING WITH WORK. 3. ALL DIMENSIONS ARE TO ROUGH OPENING OR CENTERLINE OF STRUCTURE (TYPICAL, UNLESS OTHERWISE NOTED). 4. SEE ARCHITECTURAL DRAWINGS FOR ANY DIMENSIONS NOT SHOWN, i55Ue5: No.: Date: Description: 5. 7/12/19 Bid Set C. 7/18/19 Permit Set Architect: DONADIO & Associates, Architects P.A. 60917th Street Vero Beach, FL 329W T01.772.794.2929 Fa..772.562.3600 Llcarre *, AA0002235 w A.radlo-arch.com Consultant: Mimm, ENGINEERING, INC Consulting Structural Enginee 2030 37th Avenue Vero Beach, Florida 32960 Phone:772.569.1257 Fax:772.569.404 Drawing Title: PARTIAL 5OUTH END ROOF FRAMING PLAN CODE � Reference North ` O '{� F� ®E R S7 LUC E C IANCE BOCCUNTy Drn: Drawing File 5.C. Baker ChJ- XKEF File: Mike Luc 1 Project No.: Plot File: - 19-114 C.A License No.: 6662 Sheet No.: FL P.E. No.: 47520 Date Signed: 5-7 Copyright 0 2016. Domdio & Aeeoe1a 0, Archrt e, P.A. A B C D E F G H J K M P l�1 S T U V W X 451011 2101.0.1 1 240'-0" 20'-0" 301-0" 30'-0" 30'-0" 301-01, 301.011 31 101-01, 20'-0"' 30'-0" 30'-0" 251-W 20'-01' _ 701-011 20'-0" 251-O" 25'-0'r 20'-0" 25'-0" WSF-9 I WSF-4 WT=900# i WT=900# I I B-1 (+10'-8") EAVE HEIGHT (+28'-0") I I I I I I I I I EAVE HEIGHT (+28'41) B-1 (+10'-8") I I 27 I 27 CRANE RAIL, SEE SECTION II WSF-8 WT=900# WSF-7 I I CRANE RAIL, WSF-6 WF=900# SEE SECTION WT=900# WSF-5 WT=900# 10"-14ga. METAL BLDG. C JOISTS @ 24"o.c. AS c H h I I I SHOWN, SEE SECTION FOR CONNECTIONS II N o I 1 Oz I z Z w w 1 CEILING FAN I h O O I CEILING FAN Ii i I I I I I I C I 1 J OO Op Op OF 6"O FIRE SPRINKLER LINE WT = 24 Ibs / FT (FILLED) WT=500# Z Q Z O WT=500# 6"0 FIRE SPRINKLER LINE WT = 24 Ibs / FT (FILLED) (2) ROWS 10'-16go. METAL BLDG. C SOLID BLOCKING, ATTACH TO JOISTS EA. END w/CLIP S 9 Nam- _ z z CONNECTION TO BE @ II II O O II 11 Ill N II N I I CONNECTION II II TO BE @ L 4" x 4" x Y411 x 0'-6" w/ (2) Y22"O BOLTS EACH LEG 25 A MAX. OF 12'-o'o:c. I BRIDGE CRANE A MAX. OF 12-0'o;c. II 9 - -- ------------ -� -----� -------- - ---------------------- --- ----- ----- --------- -----------------�-- ----------------------- -------------------------------------- -- In II II II 0 II II I n � � II li 3 L 6" x 6" x �" x CONT., SEE SECT. FOR CONN. 11 H o oea(+1os�===- 24 11 11 0 0 TYP. ALL APROUND - ZO � I I I I CRANE RAIL, 11 II II 11 SEE SECTION O I � 11 11 - II �IL1I� - I _ 11 11 _ _ I II II II _ )III I CRANE RAIL, I _ _ SEE SECTION I I I I I JACK BEAM - I I - 23 -- --------Irn------F�---------------- — — — — — i--- ---------- r------TI7— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — o - � � N it I II II y I I I III li II "- 22 o= I ° I ° I III O O I I I I I I I I N Z IIII Z ! OR Z 0 IIII III CEILING FAN o ❑ O z CEILING FAN N - "' CEILING FAN WT=500# N 21 ? w LL u N WT=500# WT=500# o N c - o I p I I a l ! I I FUTURE I I I CL I7F I -� 20 Z b I BRIDGE CRANE �i o z II oa OII ollll= NIIIIix o M z a Z a c0 '— O j II h O II O 2 O 2 a N o co v IMI I O O IMI1 N 19 I lll II II I ZO I_1 N Wi=1450# ! ( w I III I I I I I I I I I I - 1198 _- 18 ------ -----i— ----------— ----—---------------- --------- -------------------- ------ JACK BEAM 9 n I b- N I I I ❑ 4"0 FIRE SPRINKLER LINE PRV-7 WT = 12 Ibs / FT (FILLED) CONNECTION TO BE @ =1450# I I I Y2 TON FIXED BEAM HOIST n _ � o� I I L< 0 � LL O= Ls O Z 2 = 11 O w CEILING FAN p I I I I 4"0 FIRE SPRINKLER LINE WT = 12 Ibs / FT (FILLED) CONNECTION TO BE @ I I CEILING FAN I I o N m WT=500# WT=500# 1 - A MAX. OF 12'-0"o.c. _ \ m A MAX. OF 12'-0"o.c, 17 ------ ------------ ------------- -H------------- ------------ -------------- -------------- ------------ ----------- ------------- --- --- -- ------ -- ----------- --- ---- ------------- --------- o I I 1 I METAL BUILDING PARTITION7fK I I I I 1 I I I b b WALL BELOW TO EXTEND UP b TO UNDERSIDE OF ROOFING C1' RIGID METAL FRAME, Z GIRT, WALL PANELS 16 & PURLINS BY METAL BUILDING MANUF. SHOWN PRV-5 0S- h PRV-4 16 (M.B.M. -TYPICAL AS U.O.N.) WT=1450# 1<0 WT=1450# I I I I I I I I ❑ p I I ❑ I I Vl11450# I❑ I I I c b N WSF-12 N WT=900# -- (----T JACK BEAM 0 o 1 EAVE HEIGHT (+351-611) 1 L____ 1 w a N O CANOPY EAVE HEIGHT (+16'-8") L--__ 1 WSF-11 WT=900# - ' _ _ ---- _ EAVE HEIGHT (+35'-611) TI III 15 I if I 1 III CANTILEVERED STEEL CANOPY SUPPORTS I AS SHOWN BY M.B.M. I It�' r ' I I — �___l — I _ — 1' I — I — i L _J I 201.011 30'-0" 30�_0,1 30'-0" 301-011 301-01. 301.011 101-01. 201-011 20'-0" 10-011' 30-011 25�_0" 20'-011 701-011 20'-01, 25'-0" 210'-0" 2 0 ' IQ A B C D E F G K L M S V W I I I PARTIAL NORTH END ROOF PLAN 1/1611= 1'-011 Il I III � I " NOTES: I I SEE PARTIAL SOUTH END ROOF FRAMING 1. ALL ELEVATIONS REFER TO TOP OF MAIN FLOOR SLAB @ +0'-0" U.O.N. (24.5' N.A.V.D.). I PLAN FOR INFORMATION NOT SHOWN 2. CONTRACTOR SHALL COORDINATE STRUCTURAL WORK WITH ARCHITECTURAL, MECHANICAL, PLUMBING & ELECTRICAL I I I p DRAWINGS FOR VERIFICATION OF LOCATIONS & DIMENSIONS OF ALL PROJECT REQUIREMENTS. ANY DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT OR ENGINEER OF RECORD BEFORE PROCEEDING WITH WORK. 3. ALL DIMENSIONS ARE TO ROUGH OPENING OR CENTERLINE OF STRUCTURE (TYPICAL, UNLESS OTHERWISE NOTED). I I I L-i I ----' 4. SEE ARCHITECTURAL DRAWINGS FOR ANY DIMENSIONS NOT SHOWN. 1 I I II 1 II I I 11 1 I �� I 111 I II I Project: FKOF05ED MANUFACTURING 13UILDING FOR f U K5 U IT 60AT5 5901 5T. LUCIE BLVD. FORT FIEKCE, FLOKIDA Key Plan 166Ue6: No.: Date: Description: 5. 7/12/19 Bid Set G. 7/18/19 Permit Set Architect: DONADIO & Associates, Architects P.A. 60917th Street Vero Beach, FL 32960 Te1.772.794.2929 Fa 172.562.8600 license No. AA0002238 w,widonadio,aroh.00m Consultant: M.l ENGINEERING, INC. Consulting Structural Engineer 2030 37th Avenue Vero Beach, Florida 32960 Phone:772.569.1257 Fax:772.569.4041 Drawing Title: PARTIAL NORTH END ROOF F ING PLAN „ VIEW�� Reference Nort l Co PLI- 0R �� L 6 CcpUN OCC ry Drn: Drawing File: S.C. Baker Chd: XREF File: Mike Luc Project No.: Plot File: - - 19-114 C.A. kicemoe No.: 5662 Sheet No.: FL M. No.: 47520 Date Signed: eoryrlght @ 2016, Dou4io & Aesaoia o, A,hitsots, P.A. DNG) IZ) CRANE BEAM & RAIL BY CRANE MANUFACTURER SUPPORT HAUNCH BY M.B.M. ZIGID FRAME BY M.B.M. TYPICAL CRANE BEAM SUPPORT HAUNCH @ RIGID FRAME DETAIL SEE CRANE MANUFACTURER FOR ALL DIMENSIONS & ELEVATIONS Y4" PLYWOOD DECKING w/ #8 SCREWS @ 12"o.c. 6" METAL C JOISTS , TRACK & CONNECTION AS PLAN SECTION A-S9 NOTE: THIS IS A (2) HOUR RATED ASSEMBLY #10 SCREWS @ 12"o.c. EACH SIDE (TYPICAL)— C-STUDS @ 12" o.c— (2) 12"-18ga. HEADER w/ 6 TRACK TOP & (2) JAMB STUE HEIGHT STUDS TOP/BEAM AS PLAN B-1: 2 COURSE BOND BEAM w/ #6 HORIZ. BAR GROUTED SOLID @ EACH COURSE 8" CMU WALL & VERTICAL WALL REINF. AS PER PLAN 314u = 1 i-0 11 TYPICAL C-STUD STEEL FRAMING DETAILS PAF TO CONCRETE OR STEEL BEAMS SHALL BE 0.205`0 PAF @ 16"o.c. (TYPICAL) DNG) IZ) CRANE BEAM & RAIL BY CRANE MANUFACTURER SUPPORT HAUNCH BY M.B.M. 'OLUMN FRAME BY M.B.M. TYPICAL CRANE BEAM SUPPORT HAUNCH @ COLUMN FRAME DETAIL 314' SEE CRANE MFG FOR ALL DIMENSIONS & ELEVATIONS PLYWOOD DECKING w/ #8 SCREWS @ 12"o.c. L 6" x 6" x 16ga. x 0'-6" w/ (3) Y4"O x 2Y4" TAPCONS w/ (3) #12 SCREWS EA. JOIST 6" METAL C JOISTS, TRACK & CONNECTION AS PLAN SECTION B-S9 NOTE: THIS IS A (2) HOUR RATED ASSEMBLY 2'-3 2" C.L. OF RIGID FRAME EAVE HEIGHT @ + 35'-6' Z GIRT & PANELS BY M.B.M RIDGE HEIGHT @ + 33'-0" RIGID FRAME BY M.B.M. COLUMN FRAME BY M.B.M. TYP. ROOF SECTION @ 3/a" EXP. JOINT BETWEEN BUILDINGS LINE & SLAB EDGE sLY2n2 TOP/BEAM AS PLAN B-1: 2 COURSE BOND BEAM w/ #6 HORIZ. BAR GROUTED SOLID @ EACH COURSE 8" CMU WALL & VERTICAL WALL REINF. AS PER PLAN 18go. STEEL TRACK 6"-18go, STEEL TRACK- 6"- 18 ga C-STUDS @ 12"o.c. #10 SCREWS @ 12"o.c. SPLICE TRACK BETWEEN STUDS, EACH SIDE (TYP.) 6"-18ga. STEEL TRACK INSERT 12" MIN. STUD SECTION w/ (3) #10 SCREWS EACH SIDE, #10 SCREWS STAG'D. (2) 12"-18ga. C-STUD EACH SIDE OF SPLICE @ 8"o.c. (TYP.) JOIST HEADER COPE TRACKS AROUND STUDS, 6"-18ga. STEEL TRAGIC SECURE w/ #10 SCREW EA. SIDE DETAIL A (TYP. HEADER) BLOCKING @ 48"o.c. MAX. —(2) 6"-18 ga. JAMB C- 6" - 1 Sga. CONT. C-STUDS @ STUD POST 12"o.C. w/ (2) #10 SCREWS TO (2) 6"-18 ga. FULL HT. TRACK TOP & BOTTOM C-STUDS #10 SCREWS STAG'D: 18go. CONT. TRACK, ATTACH TO @ 12"o.c. (TYP.) HEADER TRACKS, COPE CONCRETE SLAB w/ 0.205" 0 TO FIT AROUND STUD w/ POWDER ACTUATED FASTENERS #10 SCREW EACH SIDE (PAF) @ 12"o.c. & 6" FROM ENDS DETAIL B (TYP. POST) "Z" GIRT BY M.B.M. J I L I ROOF Z' F BY M.B.M. 8"-18ga "C" U U 0° 4" CLIP AN 3" CLIP ANGLES 8"-18ga "C" TYP. WALL VENT FRAMING 3i41= 11 011 NOTE: 6"-18ga "C" STUDS AT EACH SIDE OF OPENING w/ CLIP L 3" x 3" x,16ga x. 4" LONG W/ (4) # 12 SELF -DRILLING SELF -TAPPING SCREWS EACH LEG TYP. ROOF VENT FRAMING 314u = 11-011 NOTES: 1. 8"-18gA "C" STUDS (2 Y2" FLANGE) EA. SIDE OF ROOF VENT w/ CLIP L 4" X 4" x 16ga x 6" LG w/ (4) 3/s 0 SELF -DRILLING SELF -TAPPING SCREWS EACH LEG. 2. ROOF PURLINS SHALL BE DESIGNED BY THE M.B,M. TO SUPPORT THE WEIGHT OF ALL EQUIPMENT. 3/411 = 1'-0" 3/411 = 11_Oil a/4" PLYWOOD DECKING' w/ #8 SCREWS @ 12"o.c. CLIP L 6" x 4" x Ya" x 0'-6" (LLH) w/ (2) %"O A307 THRU-BOLTS, WELD TO EMBED PL w/ 3/b" FILLET WELD ALL AROUND EMBED PL L 8" x Y4" x 8" w/ (4) Y2"O x 5" HEADED STUDS L6"x6"x3/e"xCONT. w/ '14"0 x 5" EXP. BOLTS @ 24"o.c. wl Y2"O A325 THRU- BOLTS TO EACH ,JOIST SECTION C-S9 WF BEAM, HANGER AND BRACES BY M.B.M. TOP/BEAM @ + 12'-2" (2) Y22"O ALL -THREAD RODS @ 48"o.c. w/ DBL. NUTS & WASHERS AS SHOWN BOT/CHANNEL @ + 10'-0" PARTITION WEIGHT: P = 12 LBS. PSF P = 2,400 LBS. @ STACKED POSITION METAL Z-GIRT BY M.B.M. 10" METAL BUILDING C JOISTS AS PER PLAN TOP/BEAM AS PLAN B-l: 2 COURSE BOND BEAM w/ #6 HORIZ. BAR GROUTED SOLID @ EACH COURSE 8" CMU WALL & VERTICAL WALL REINF. AS PER PLAN C8x11.5 x CONTINUOUS AS PLAN CL OF BEAM SUPPORT AS PLAN, 1Yz" VERIFY LOCATION w/ ARCHITECT 3�411 = 11-011 Z GIRT & PANELS BY M.B.M. SL Y2:12 f— EAVE HEIGHT @ +16'-8" RIGID FRAME BY M.B.M. 10'-0" LG. CANT. STEEL CANOPY SUPPORTS AS PLAN BY M.B.M. TYPICAL SECTION @ STEEL CANOPY 3/4,1 = 1'-on BEAM BY M.B.M. TOP/BEAM @ + 12'-2" SHEAR PL 4" (MIN.) x Y4" x S w/ (3) %"0 A325 THRU BOLTS, TAPER AS SHOWI @ RIGID FRAME, WELD TC FRAME EACH END w/ Y4 FILLET WELD ALL AROUNI COLUMN FRAME AS PLAN RIGID FRAME AS PLAN BOT/CHANNEL @ + 10'-0" 5 x CONT. w/ SHEAR PL 4" THRU-BOLTS EACH END, M ME w/ Y4" FILLET WELD AL BEAM TO RIGID FRAME CONNECTION DETAILS ACCORDION PARTITION WALL SUPPORT DETAILS 111=11_0" Project: 1 KOFOSED MANUFACTUKING BUILDING FOR FUKSUIT DOATS 5901 ST. LUCIE BLVD. FOKT f IEKCE, FLORIDA Key Plan 155uee: No,: Date: Description: 5. 7/12/19 Bid. Set C. 7/18/19 Permit Set Architect: DONADIO & Associates, Architects P.A. 60917th 5trcet Vero Beech, FL 32960 Tel.772.794.2929 Fas.772.562.8600 Llcenee No. AA0002238 www.donadio-arch.com Corcuitant: Mommil ENGINEERING INC. Consulting Structural Engineer 2030 37th Avenue Vero Beach, Florida 32960 Phone:772.569.1257 Fax:772.569.4041 Drawing Title: 5ECTION5 & DETAIL5 Reference North CJU ED F013 �� BOCC NTY Drn: Drawing File: S.C. Baker Chd: XREF File: `U Mike Luc I yl Project No.:o.: Plot File: — ' 1I19-114 A. L _Noe, 8662 Sheet No.: FL P.E`.' Nc.: 47520 Date Sighed: CopyHght 0 2016, 9onadio & Aeooclatee, Archi mo, P.A. Project: FROF05ED a 0 021WIN 4'-3" 4'-3" 4'-4" 4'-3" 4'.3a EQ. EQ. 911C e2" (8ga.) ------------- /2�/2(1 \2�/2"(l 8"Z 2Yzg(a.) 8Z 8"gZ 2Ya" (12ga.) i � I I� I I I I I $"Z 2Y2" 12 a.) ( 9 8"Z 2�" (12 a 9) 8"Z 2Y2" III I g .) 8"Z 2Y2 (12 a I I I 8"Z 2 z" (12ga.) o m C 0 ro o °° 8'i ^N (� N N N I N co N zo N to I I 817 2y2" (12go.) 811Z 21/z' (12ga.) 81 2'/2" (12ga.) 8"Z 2 2" (12ga.) I 8"Z 2 z" 112ga.) I I 8"7 2Y2" (8ga.) 9"C 3 2" (8ga.) 817 2y2" (8ga.) I i ® ® 1 8,-6j/2„ 8'-&2" 2'-1Y2" TYPICAL SINGLE ROLLING DOOR FRAMING ELEVATION 45-0" ROLLING DOOR FOOTING LENGTH 6" 21'-4" DOOR WIDTH 8" LAP (TYP.) STEEL LINE & SLAB EDGE (1) RAIL ROLLING DOOR AS SHOWN, SEE CL OF RAIL & STL BEAM TYPICAL SECTIONS & ELEVATION, PROVIDE ABOVE AS SHOWN) INSULATION AS PER ARCH. DRAWINGS LL C? - - N ROLLING DOOR AS PLAN BY M.B.M. CORNER FLASHING OUTSIDE FACE OF COLUMN - EXTERIOR WALL OR DOOR VIDE NEOPRENE WEATHERSEAL w/ SCREWS & WASHERS @ 12"o.c. dB FLASHING BY M.B.M. TYPICAL ROLLING DOOR JAMB DETAIL TOP ROLLER GUIDE ASSEMBLY: LEATHERNECK 6000 SA TYPICAL (3) PER DOOR TOP/DOOR @ +16-6" TOP/DOOR OPENING @ +16'-0" M.B.M. STANDARD CLIP: CLIP L 5Y2" x 1Y2" x 9ga. w/ Y2"O BOLTS EA. LEG (TYP. ALL CONN.) -- L 3" x 3" x 3/6" DIAG: BRACING, WELD ALL POINTS OF CONTACT (TYPICAL AS SHOWN) WALL PANEL (24ga.) BY M.B.M. ATTACH TO GIRTS w/ #8 TORX FASTENERS @ 12"o.c.IN FIELD & @ 6"o.c. @ TOP & BOTTOM EDGES & @ MID -SPAN @ SIDE LAP a U 3. OUTLINE OF DOOR OPNG BEYOND L 3" x 3" x s✓6" DIAG. BRACING, WELD ALL POINTS OF CONTACT (TYPICAL AS SHOWN) BOT. ROLLER GUIDE ASSEMBLY: LEATHERNECK BR-9 �— L 3" x 3" x 3/16" VERT. EACH SIDE OF WHEEL ASSEMBLY, WELD TO 9"C TOP/RAIL @ +0'-1" TOP/SLAB @ +0'-0" �— %`0 A36 CANE BOLT w/ 3/" THICK BRACKET W/ (4) Y2"O A325 BOLTS (TYPICAL EACH END OF DOOR) 3�811 = 11-011 CONT. ASCE 25# CRANE RAIL AS SHOWN w/ Y4" STEEL PLATE STOPS WELDED TO RAIL EACH END, PROVIDE LEATHERNECK #5000B BOTTOM RAIL BUMPER EA. END 24" DEEP ROLLING DOOR FOOTING AS SHOWN, SEE TYPICAL SECTIONS RIGID METAL FRAME, Z GIRT & WALL PANELS BY M.B.M. (TYP.) 114'-7Y2" W12 STEEL BEAM AND L5x3x3� HEADER ABOVE CONT. W12 STEEL HEADER BEAM ABOVE WF HAUNCH @ END WALL COLUMN TO SUPPORT W12 DOOR HEADER BY M.B.M TYPICAL OF 5 HAUNCH BY M.B.M. @ EACH STEEL COLUMN AS PLAN, FIELD WELD FLANGES & WEB TO COL. w/ FULL PENETRATION WELD END PL6"xy"x10"w/(4)%"W A325 BOLTS, WELD TO HAUNCH w/ Y4" FILLET WELD ALL AROUND TOP ROLLER GUIDE ASSEMBLY LEATHERNECK 6000SA SEE SPECS, TOP/DOOR FRAME @ +16-6" ®sal �OPO4 ivrwvvK vrovuvv L * I o-v I STEEL COLUMN AS PER PLAN I SINGLE ROLLING DOOR HEAD DETAIL STEEL LINE & SLAB EDGE W12x58 0 0 4" — C.L. OF BEAM & DOOR — 10" C 14ga. CLIP @ 8'-0" ox WELDED TO BEAM STANDARD EAVE STRUT BY M.B.M. TOP/BEAM @ +184/2,, Y4" WEB STIFFENER @ SUPPORTS (2 EACH BEAM) L 6" x 4" x 16ga. x CONTINUOUS (LLH) WELD TO BEAM FLANGE L 5" x 3" x 3/e" x CONTINUOUS (LLV) WELD TO BEAM w/ Y4" x 3" FILLET WELDS @ 6"o.c. ALL AROUND FASCIA BY M.B.M. STAND. CLIP ANGLES BY M.B.M. WALL PANEL BY M.B.M. TO MATCH BUILDING ELEVATION III = 1 1-0„ OUTSIDE FACE OF COLUMN 1 5 I C.L. OF BEAM & DOOR I , L 3" x 3" x 3//16" DIAG. BRACING AS PER DOOR FRAMING ELEVATION STEEL COLUMN AS PER PLAN WALL PANEL BY M.B.M. TO MATCH BUILDING ELEVATION L 3" x 3" X 3/6" VERT. EA. SIDE OF BOT, ROLLER GUIDE ASSEMBLY IIT WHEEL ASSEMBLY (w/ BOLT HOLES) LEATHERNECK BR-9 PER DOOR FRAMING ELEVATIONS CONT. ASCE 25# CRANE RAIL w/ TOP/CONC. SLAB @ +0'-0" Y4" STEEL PLATE STOPS WELDED TO RAIL EACH END, WELD RAIL TO EA. iv ANGLE w/Y4" FILLET WELD EA. SIDE d e = °. ° ° L 3" x 3" x Y4" x 12" LG. @ 2'-0"o.c. w/ (2) %"W A307 ANCHOR BOLTS °° ° " w/ DBL. NUTS &WASHERS (8+3) d da d an SLAB & TSE AS PLAN-- ° a° °4 -.4 d° <a a ROLLING DOOR FTG. AS PLAN ° SINGLE ROLLING DOOR FOUNDATION DETAIL 1° = 11-011 45'-0"ROLLING DOOR FOOTING LENGTH - CONT. ASCE 25# CRANE RAIL AS SHOWN W/ Y4" STEEL 8" LAP (TYP.) PLATE STOPS WELDED TO RAIL EACH END, PROVIDE �T LEATHERNECK #5000B BOTTOM RAIL BUMPER EA. END —24" DEEP ROLLING DOOR FOOTING AS SHOWN, SEE TYPICAL SECTIONS RIGID METAL FRAME, Z GIRT & WALL PANELS BY M.B.M. (TYPICAL) 2V-4" DOOR WIDTH (1) RAIL ROLLING DOOR AS SHOWN, SEE TYPICAL SECTIONS & ELEVATION, PROVIDE INSULATION AS PER ARCH. DRAWINGS 2'-10" 20'-0" WIDE DOOR OPENING 22'-10" 19'-4" 1 22'-10" 1 20-0" WIDE DOOR OPENING 54' 3010" 25'-0" 30'-01 30'-0', SINGLE ROLLING DOOR LAYOUT PLANS - 20'-0" WIDE x 16-0" HIGH DOOR OPENING i411= 1.-0 TYPICAL x 2 AS SHOWN MANUFACTUKING BUILDING FOR f UKSUIT BOAT5 5901 5T. LUCIE 6LVD. FORT FIERCE, FLOKIDA Key Mari leeue5: No.: Date: Description: B. 7/12/19 Bid Set C. 7/18/19 Permit Set Architect: I DONADIO & Associates, Architects P.A. 60917th Street Vera beach, FL 32960 TA772.794.2929 Fax.772.562.8600 License No. AA0002238 w Johadio-arch.com Gon6ultant: Mimi, ENGINEERING, INC. Consulting Structural Engineer 2030 37th Avenue Vero Beach, Florida 32960 Phone:772.569.1257 Fax:772.569.4041 Drawing Title: 5INGLE PANEL ROLLING DOOR FLAN5, DETAIL5 & ELEVATION REV jjL-. Reference North CID CC FO ST. �(aC COIAMee BpCC NTy Drn: Drawing File: 5.0. Baker Chd: XREF File: 1 1 Mike Luc i�- Project No.: Plot File: 19-114 G.A. icen6e No.: 6002 Sheet No.: FL P.E. No.:47520 Date 51aned: 5.10 CoFyHeht O 2016, Danadio & AssoWatee, Architects, r.A i.. Ix \�a-;1- $y aria"emu °vt ft^��i• �—. Project: i� 0 i� v 01 U 6• v ao n V 0 M v � N 13'-2" &-4" 4'-6" 4'-4" EQ. EQ. 9"C 3Y2" (8ga.) — — — — — — — — — — — — — — — — — — — — — — 8"Z 2Yz" (12ga.) 8"Z 2Yz" (12ga.) 8"Z 2Y2" (12ga.) I 87 2Yz" (12ga.) 87 2�/2" (12ga.) 82 2Yz" (12ga.) a a ro m N 11 N N N 60 N 87 2Y2" (12ga.) 87 2Y2" (12ga.) 81 21z" (12ga.) 87 ti" (8ga.) 9"C 3%" (8ga.) --------------- ° 1!: j 21_2" 8'-10" 2'-2" 4" WIDE NEOPRENE WEATHERSEAL w/ — #12 SCREWS & WASHERS @ 12"o.c. JAMB FLASHING BY M.B.M. TYPICAL ROLLING DOOR JAMB DETAIL TOP ROLLER GUIDE ASSEMBLY: LEATHERNECK 6000 SA TYPICAL (2) PER DOOR TOP/DOOR @ +18'-6" TOP/DOOR OPENING @ +18'-0" STANDARD CLIP BY M.B.M.: CLIP L 5Y2" x 1Y2" x 9ga. w/ Y2"O BOLTS EA. LEG (TYP. ALL CONN.) L 3" x 3" x 3/16" DIAG. BRACING, WELD ALL POINTS OF CONTACT (TYPICAL AS SHOWN) WALL PANEL (24ga.) BY M.B.M. ATTACH TO GIRTS w/ #8 TORX FASTENERS @ 12"o.c.IN FIELD & @ 6"o.c. @ TOP & BOTTOM EDGES & @ MID -SPAN @ SIDE LAP U a L 3" x 3" X 3/6" DIAG. BRACING, WELD ALL POINTS OF CONTACT (TYPICAL AS SHOWN) BOT. ROLLER GUIDE ASSEMBLY: LEATHERNECK BR-9 L 3" x 3" X 3/6" VERT. EACH SIDE OF WHEEL ASSEMBLY, WELD TO 9"C TOP/RAIL @ +0'-111 TOP/SLAB @ +0'-0" 'N"O A36 CANE BOLT w/ 3ie" THICK BRACKET w/ (4) Y2`0 A325 BOLTS (TYPICAL EACH END OF DOOR) TYPICAL (4) PANEL ROLLING DOOR FRAMING ELEVATION 3/811 = 11-011 THIS IS THE FRAMING FOR A SINGLE PANEL (TYPICAL x 4) STEEL LINE & SLAB EDGE — CL OF RAILS & STL BEAMS N ABOVE AS SHOWN) — —�— 6 — ROLLING DOOR AS PLAN BY M.B.M. CORNER FLASHING OUTSIDE FACE OF COLUMN EXTERIOR WALL OR DOOR 1 " = 11-0" HAUNCH BY M.B.M. @ EACH STEEL COLUMN AS PLAN, FIELD WELD FLANGES & WEB TO COL. w/ FULL PENETRATION WELD CLIP L4"x3"X%"x6"w/(2) 3/4"0 A325 BOLTS EACH LEG (TYP. EA. SIDE OF W12x58 AS SHOWN TOP ROLLER GUIDE ASSEMBLY LEATHERNECK 6000SA SEE SPECS, TOP/DOOR FRAME @ +18'-6" .F.1 6d81T611414 6s 4$dy 1'-5" N 1 1'-0" 9)z" lY2" 1" 5" I C.L. OF BEAM & DOOR END PL 6" x j/2" x 10" w/ (4) 3/4"0 A325 BOLTS, WELD TO HAUNCH w/ Y4" FILLET WELD ALL AROUND 10" C 14ga. CLIP @ 8'-0" O.C. WELDED TO BEAM STANDARD EAVE STRUT BY M.B.M. 1 TOP/BEAM @ +20'4%2" Y4" WEB STIFFENER @ SUPPORTS (2 EACH BEAM) L 6" x 4" x 16ga. x CONTINUOUS (LLH) WELD TO BEAM FLANGE L 5" x 3" x 3/8" x CONTINUOUS (LLV) WELD TO BEAM w/ Y4" x 3" FILLET WELDS @ 6"o.c. ALL AROUND 4 "L. FASCIA BY M.B.M. STAND. CLIP ANGLES BY M.B.M. I I WALL PANEL BY M.B.M. TO STEEL COLUMN AS PER PLAN— I MATCH BUILDING ELEVATION 11" lYz" 9" lYz" 1Y2" 9" 1YY (4) PANEL ROLLING DOOR HEAD DETAIL 111 = 11-0 STEEL LINE & SLAB EDGE 0 o I VA I I o o 11_5" 1'-0.1 9%" 1Y2" 11Y' 02" e2" 1 y2"11h" e2" OUTSIDE FACE OF COLUMN — C.L. OF BEAM & DOOR I L 3" x 3" x 3/6" DIAG, BRACING AS PER DOOR FRAMING ELEVATION STEEL COLUMN AS PER PLAN— WALL PANEL BY M.B.M. TO MATCH BUILDING ELEVATION L 3" x 3" X 3/6" VERT. EA. SIDE OF BOT. ROLLER GUIDE ASSEMBLY WHEEL ASSEMBLY (w/ BOLT HOLES) LEATHERNECK BR-9 PER DOOR FRAMING ELEVATIONS I CONT. ASCE 25# CRANE RAIL w/ Y4" STEEL PLATE STOPS WELDED TO TOP/GONG. SLAB @ +0'-0" RAIL EACH END, WELD RAIL TO EA. N ANGLE w/ Y4" FILLET WELD EA. SIDE d. d 4 L 3 x 3" x y,, x 24" LG. @ 2' 0"o.c. d °m rA z` d ° w/ (3) 5/a`0 A307 ANCHOR BOLTS ° a " d w/ DBL. NUTS & WASHERS (8+3) d d SLAB & TSE AS PLAN �' d d a d d. d ° ° e e d d° ROLLING DOOR FTG. AS PLAN — ' r d ° d d d ° d . d (4) PANEL ROLLING DOOR FOUNDATION DETAIL 111=11-011 80'-0" ROLLING DOOR FOOTING LENGTH 111'-0" W12 STEEL BEAM AND L 5x3x 3/ HEADER ABOVE 13'-2" DOOR WIDTH (TYP. x 4) 8" LAP (TYP.) CONT. ASCE 25# CRANE RAIL w/ Y4" STEEL PLATE STOPS WELDED TO RAIL EACH END (TYPICAL x 2 AS SHOWN) (2) RAIL (4) ROLLING DOORS CONFIGURATION PROVIDE LEATHERNECK #5000B AS SHOWN, SEE TYPICAL SECTIONS & ELEVATION, BOTTOM RAIL BUMPER EACH END PROVIDE INSULATION AS PER ARCH. DRAWINGS STUB POST & HAUNCH ABOVE 24" DEEP ROLLING DOOR FOOTING AS SHOWN, SEE TYPICAL SECTIONS WF HAUNCH @ END WALL COLUMN TO SUPPORT W12 DOOR HEADER BY M.B.M TYPICAL OF 5 El El HE RIGID METAL FRAME, Z GIRT & WALL PANELS BY M.B.M. (TYP.) 20'-0" 9'-0" 1'-0" 25'-0" 25'-0" 1'-0.. 91-0" 20'-0" 15'-0" 50'-0" WIDE DOOR OPENING 15'-0" (4) PANEL ROLLING DOOR LAYOUT PLAN - 50'-0" WIDE x 18'-0" HIGH DOOR OPENING i411= 11-011 f ROF05ED MANUFACTURING 13UILDING FOR FURSUIT DOATS 5901 5T. LUCIE BLVD. FORT FIERCE, FLORIDA Key Plan 155Ue5: No.: Date: Description: B. 7/12/19 Bid Set C. 7/18/19 Permit Set Architect DONADIO & Associates, Architects P.A. 60917th Street Vero Beach, FL 32960 TeL772.794,2929 Fax.772.562.8600 Lion se No. AA0002238 w Aw adio-arch.com Consultant: Mmmmi�, ENGINEERING, INC. Consulting Structural Engineer 2030 37th Avenue Vero Beach, Florida 32960 Phone:772,569,1257 Fax:772.569.4041 Drawing Title: (4) PANEL ROLLING POOR PLAN, DETAILS & ELEVATION R� Reference North "^ Izz s 00 E®FOR cc Drn: Drawing File: 5.C. Baker 1� Chd: XREF File: Mike Luc Project No.: Plot File: TFLE 19-114 ceNcSheet No.: No.:4i520 Date 50ried: Copyright cQ2016,Ven.olo& Aeeoomtee, Archlteete, PA MECHANICAL GENERAL SPECIFICATIONS: MECHANICAL GENERAL NOTES: HVAC LEGEND & ABBREVIATIONS Project: 1. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FROM DRAWINGS, BUT FIT WORK TO ACTUAL CONDITIONS AND SPACE REQUIREMENTS. 2. DRAWINGS ARE NOT INTENDED TO SHOW EVERY DETAIL OF WORK REQUIRED. CONTRACTOR SHALL FURNISH AND INSTALL ALL ITEMS AS REQUIRED FOR A COMPLETE AND ACCEPTABLE WORKING SYSTEM. 3. ALL WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETE SYSTEM SHALL BE FULLY AND PROPERLY OPERATIVE, AND IN COMPLIANCE WITH APPLICABLE CODES AND GOVERNING AUTHORITIES, AND SUBJECT TO ACCEPTANCE BY OWNER/ENGINEER. 4. THE MECHANICAL CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, FEES, INSPECTIONS, AND TESTS. 5. THE MECHANICAL CONTRACTOR SHALL VISIT JOB SITE AND THOROUGHLY FAMILIARIZE HIMSELF WITH CONDITIONS PRIOR TO SUBMITTING BID. 6. THE MECHANICAL CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES TO AVOID INTERFERENCE DURING CONSTRUCTION. 7. ALL REQUIRED INSURANCES SHALL BE PROVIDED AND MAINTAINED BY THE CONTRACTOR FOR THE PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE, AND OTHER INSURANCES REQUIRED BY THE OWNER, FOR THE DURATION OF THE WORK. 8. ALL MATERIALS AND WORK SHALL BE IN STRICT COMPLIANCE WITH APPLICABLE STATE AND LOCAL CODES, RULES, AND ORDINANCES. SUBMIT SHOP DRAWINGS FOR ALL NEW EQUIPMENT, MATERIALS, DUCTWORK, INSULATION, AND AIR DISTRIBUTION DEVICES. 9. ALL MATERIALS SHALL BE NEW AND SHALL BEAR UNDERWRITER'S LABEL WHERE APPLICABLE. % ALL DUCT DIMENSIONS SHOWN ARE NET INSIDE CLEAR IN INCHES. 11. THE MECHANICAL CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE UNLESS OTHERWISE NOTED. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED BY CONTRACTOR WITHOUT ADDITIONAL CHARGE, AND SHALL INCLUDE REPLACEMENT AND REPAIRS OF ANY OTHER TRADE WHICH MAY HAVE BEEN DAMAGED. 12. ALL DAMPERS, CONTROLS, FILTERS, AND EQUIPMENT REQUIRING SERVICE SHALL BE READILY ACCESSIBLE. 13. ALL EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. SEAL ALL DUCTWORK AIRTIGHT WITH DUCT TAPE AND HIGH PRESSURE DUCT SEALER. ALL DUCTWORK SHALL BE FABRICATED AND INSTALLED PER SMACNA STANDARDS. 14. DESIGN BASED ON ACTUAL BUILDING STRUCTURAL SYSTEM AND SPACE CONDITIONS, CONTRACTOR SHALL MODIFY AND REWORK SYSTEMS AND DUCTWORK AND SIZES AS REQUIRED TO FIT ACTUAL SPACE CONDITIONS, SUBMIT SHOP DRAWINGS FOR COORDINATION AND PERMIT PRIOR TO ORDERING ANY MATERIAL. 15. DUCT LEAKAGE TESTING: AFTER DUCT SYSTEM IS CONSTRUCTED, TEST FOR DUCT LEAKAGE IN ACCORDANCE WITH THE LATEST VERSIONS OF ASHRAE 90.1 AND SMACNA HVAC AIR DUCT LEAKAGE TEST MANUAL. REPAIR LEAKS AND REPEAT TESTS UNTIL TOTAL LEAKAGE IS LESS THAN 1% OF SYSTEM DESIGN AIRFLOW WHEN THE SYSTEM IS PRESSURIZED TO THE DESIGN DUCT PRESSURE CLASS RATING. CONTROL SYSTEM - GENERAL SPECIFICATIONS 1. SUBMIT A SINGLE COMPLETE SET OF CONTROL SUBMITTALS WITH WIRING DIAGRAMS, WRITTEN CONTROL SEQUENCE, POINTS LIST, WRITTEN SYSTEM DESCRIPTIONS, EQUIPMENT SUBMITTALS, ETC. FOR REVIEW AND COORDINATION BY ALL TRADES. ALL CONTROL CONDUIT AND WIRING (INCLUDING POWER WIRING) TO ACTUATORS, ETC. BY CONTROLS CONTRACTOR. THESE ITEMS WILL NOT BE REVIEWED IF SUBMITTED SEPARATELY. 2. CONTROL SYSTEM SHALL BE COMPLETE - CONTROLS CONTRACTOR SHALL PROVIDE ALL NECESSARY CONTROL SYSTEM COMPONENTS, AUXILIARY CONTACTS, TRANSFORMERS, RELAYS, INTERFACES, PROGRAMMING, ETC., AS REQUIRED FOR A FULLY OPERATIONAL AND PROPERLY FUNCTIONING SYSTEM. CONTROLS CONTRACTOR SHALL PROGRAM SYSTEM TO TIME SCHEDULE AS DIRECTED BY OWNER, AND SHALL PROVIDE OWNER'S STAFF WITH 8 HOURS OF TRAINING, AND FULL SYSTEM DOCUMENTATION. 3. ALL CONTROL WIRING SHALL BE IN METALLIC CONDUIT INTERIOR TO THE BUILDING OR NON CORROSIVE UV RESISTANT SCHEDULE PVC EXTERIOR TO THE BUILDING. ALL CONTROL POWER AND CONTROL WIRING 40 C CONDUIT PAINTED TO MATCH SURROUNDINGS EX E SHALL BE PROVIDED AND INSTALLED BY CONTROLS CONTRACTOR. THE CONTROLS CONTRACTOR SHALL PROVIDE COMPLETE CONTROLS AND POWER WIRING DIAGRAMS AND THE CONTROLS CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE OPERATION OF THE CONTROLS SYSTEM. 4. CONNECT CONTROLS ASSOCIATED WITH AIR HANDLERWFAN COIL UNITS SYSTEM, ELECTRIC HEATING COILS AND ALL EXISTING BUILDING CONTROL COMPONENTS TO NEW CONTROL SYSTEM SO THAT IF UNIT IS OFF FOR ANY REASON, INCLUDING FIRE ALARM OR OPENING OF LOCAL FAN POWER DISCONNECT SWITCH, ALL ASSOCIATED DAMPERS CLOSE, AND ALL ASSOCIATED ITEMS PREVIOUSLY CONTROLLED BY EXISTING AIR HANDLING UNIT SYSTEM ARE FULLY AND PROPERLY OPERATIONAL. SHOW ON CONTROL SHOP DRAWINGS. 5. UNOCCUPIED MODE: WHEN UNOCCUPIED, THE AHU SHALL BE MODULATING TO MAINTAIN UNOCCUPIED SETPOINT, AND ALL ASSOCIATED DAMPERS SHALL CLOSE. THE UNIT SHALL REMAIN IN THIS STATE UNTIL THE OWNER ADJUSTABLE SCHEDULED OCCUPIED TIME. 6. OCCUPIED MODE: WHEN ANY UNIT IS FIRST COMMANDED ON, THE FOLLOWING SEQUENCE OF EVENTS SHALL OCCUR: A. OUTDOOR AIR DAMPER SHALL OPEN AND OUTDOOR AIR UNIT SHALL ENERGIZE. B. THE AHU SUPPLY FAN SHALL START TO OPERATE. C. FOR SPECIFIC SEQUENCE, SEE EACH CONTROL SYSTEM SEQUENCE. WHEN THE SYSTEM IS COMMANDED TO OFF, THE UNIT SHALL SHUTDOWN AS FOLLOWS: A. THE AHU SUPPLY FAN SHALL SHUTDOWN. B. ALL ASSOCIATED DAMPERS SHALL CLOSE. NOTE: DAMPERS SHALL CLOSE IF FAN IS OFF FOR ANY REASON, INCLUDING SMOKE DETECTOR OR OPENING LOCAL POWER DISCONNECT SWITCH. 9. THE SPACE TEMPERATURE SENSOR SHALL BE ADJUSTABLE BY THE OCCUPANT, WITHIN LIMITS SET BY THE FACILITY STAFF. THE SETPOINT ADJUSTMENT SHALL BE INITIALLY SETUP TO BE SIMILAR TO OTHER AHU SYSTEMS IN THE FACILITIES NETWORK OF CONTROLLERS. CONTROL SYSTEM SHALL PROVIDE JUST ENOUGH COOLING TO SATISFY THE THERMOSTAT DEMANDING THE COOLING. 10. CONTROLS SHALL BE AS MANUFACTURED BY TRANE, ALL CONTROLS SHALL INSTALLED BY MECHANICAL CONTRACTOR ACCEPT AS NOTED ON THESE DRAWINGS. 11. CONTROLS SYSTEM SHALL FULLY INTERFACE WITH ALL EQUIPMENT SOME NOT SPECIFICALLY SHOWN ON THIS SHEET. 12. CONTROLS SYSTEM SHALL BE PAID FOR BY MECHANICAL CONTRACTOR, COORDINATED BY MECHANICAL CONTRACTOR (COST OF CONTROLS SHALL BE INCLUDED IN MECHANICAL/ELECTRICAL CONTRACTOR'S BID). MECHANICAL/ELECTRICAL CONTRACTOR SHALL INCLUDE ALL WORK AS STATED BY THE SPECIFICATIONS, AND INCLUDE COST FOR SAME IN THERE BIDS. 13. ALL UNITS SHALL HAVE A FLOAT SWITCH THAT SIGNALS AN ALARM SHUT OFF THE UNIT. 1. ALL DUCT ELBOWS SHALL BE FULL RADIUS ELBOWS OR DOUBLE VANED ELBOWS IF SPACE IS NOT AVAILABLE. 2. PROVIDE AND INSTALL MANUALLY ADJUSTABLE VOLUME DAMPERS ON ALL BRANCH TAKE -OFFS FROM THE MAIN DUCT, OPPOSED BLADE IF AVAILABLE IN DUCT SIZE. 3. IF CONTRACTOR SUBMITS FOR "APPROVAL" ANY ITEM OTHER THAN WHAT IS USED AS A BASIS OF DESIGN, HE SHALL SUBMIT ALL NECESSARY DETAILED 1/4" SCALE DRAWINGS AND DETAILED PERFORMANCE COMPATIBLE IN ALL RESPECTS WITH THE SYSTEM DESIGN. IT WILL BE REJECTED IF NOT SATISFACTORILY SUBMITTED. 4. DUCT DIMENSIONS SHOWN ARE CLEAR INSIDE DIMENSIONS. 5. FOR EXACT LOCATION OF ALL CEILING GRILLES/DIFFUSERS, REFER TO THE ARCHITECTURAL REFLECTED CEILING PLAN. 6. CONTRACTOR SHALL SUBMIT DUCT AND EQUIPMENT FABRICATION AND INSTALLATION SHOP DRAWINGS AT 1/4" SCALE FOR APPROVAL, SIGNED BY ALL OTHER TRADES FOR COORDINATION PRIOR TO SUBMITTAL. CONTRACTOR SHALL VERIFY AND COORDINATE ALL SPACE LIMITATIONS PRIOR TO START OF ANY CONSTRUCTION. CONTRACTOR MAY CHANGE TO EQUIVALENT DUCT SIZING AND CHANGE ROUTING AS REQUIRED BY SPACE CONDITIONS, BETWEEN STRUCTURE, AS REQUIRED BY SPACE CONDITIONS, SUBJECT TO ENGINEER'S REVIEW. SHOW AND LABEL EACH TYPE OF FIRE AND/OR SMOKE PARTITION. ALL EXISTING DUCTWORK AND HVAC SYSTEMS ARE NOT SHOWN, AND CONTRACTOR SHALL FIELD VERIFY ALL EXISTING ITEMS OF CONSTRUCTION THAT MUST BE RELOCATED OR REMOVED SO THAT NEW SYSTEMS CAN BE INSTALLED, PRIOR TO SUBMITTING HIS BID, AND SHOW ALL ITEMS OF ALL TRADES THAT MUST BE RELOCATED (IF NO OTHER SOLUTION EXISTS, SUBJECT TO OWNER'S/ENGINEER'S REVIEW). 7. A COPY OF THE FINAL TEST AND BALANCE REPORT SHALL BE SUBMITTED BY THE CONTRACTOR THROUGH THE OWNER TO THE ENGINEER, AT LEAST 14 DAYS PRIOR TO FINAL INSPECTION, SEE SPECIFICATIONS FOR FURTHER DETAIL. 8. INSULATION, FITTINGS, COVERS AND ALL FINISHES AND MATERIALS SHALL HAVE A MAXIMUM FLAME SPREAD RATING OF 25 AND A MAXIMUM SMOKE DEVELOPED RATING OF 50. 9. THE AIR DISTRIBUTION SUPPLY RETURN AND EXHAUST REGISTER LOCATIONS SHOWN ARE DIAGRAMMATIC. CONTRACTOR SHALL COORDINATE AND SUBMIT REFLECTED CEILING PLAN SHOWING EXACT LOCATION OF ALL LIGHTS, ALARMS, SPEAKERS, SPRINKLER HEADS, AIR DISTRIBUTION PRODUCTS, ETC. FOR ARCHITECT/ENGINEER REVIEW PRIOR TO ORDERING ANY ITEM. 10. ALL CONTROL WIRING SHALL BE PLENUM RATED. 11. LOCATION OF ALL WALL THERMOSTATS, CONTROL PANELS, ETC., I.E. ALL COMPONENTS OF HVAC SYSTEMS THAT ARE LOCATED IN FINISHED AREAS ARE SUBJECT TO LOCATION AS DIRECTED BY ARCHITECT/INTERIOR DESIGN. CONTRACTOR SHALL VERIFY AND COORDINATE ALL ITEMS, AND OBTAIN APPROVAL FOR LOCATIONS OF ALL ITEMS. 12. CONTROL NOTE: PASSIVE SMOKE CONTROL: IF ALL POWER IS OFF OR AIR HANDLING UNIT FAN IS OFF FOR ANY REASON, ALL ASSOCIATED SMOKE DAMPERS SHALL CLOSE AND ALL ASSOCIATED EXHAUST FANS WITHIN THE SMOKE ZONE SHALL DE -ENERGIZE. 13. FRAME WITH METAL STUDS INSIDE METAL STUD WALLS ALL AROUND ALL DUCT PENETRATIONS OF FIRE WALLS, SMOKE WALLS, AND CHASE WALLS. COORDINATE ALL PENETRATIONS PRIOR TO START OF CONSTRUCTION. 14. INSTALL ALL PIPING, EQUIPMENT AND DUCTWORK RUNNING PARALLEL WITH THE SMOKE WALLS, FIRE RATED WALLS, AND CORRIDOR WALLS A MINIMUM OF 6" FROM THE WALL SO THAT THE WALL CAN BE INSTALLED AND INSPECTED. HVAC OR CONTROLS TRADE ITEMS (EXCEPT FOR WALL MOUNTED THERMOSTATS OR CONTROLS) SHALL NOT BE SUPPORTED FROM WALLS. 15. COORDINATE THE REQUIRED DOOR UNDERCUTS REQUIRED FOR AIR MOVEMENT PURPOSES (3/4" MAXIMUM). THE 3/4" MAXIMUM IS FROM THE FINISHED FLOOR TO THE BOTTOM OF THE DOOR. "A" LABEL, "B" LABEL AND DOORS (IF REQUIRED) IN SMOKE PARTITIONS SHALL NOT BE UNDERCUT FOR AIR MOVEMENT PURPOSES, 16. ALL HVAC TRADE ITEMS SHALL BE INDEPENDENTLY AND RIGIDLY SUPPORTED FROM STRUCTURE ABOVE (DO NOT SUPPORT FROM ANOTHER TRADE). 17. CONTRACTOR SHALL KEEP ALL ITEMS OF CONSTRUCTION OUT OF ELECTRIC ROOMS, AND SHALL NOT INSTALL ANY ITEM OF CONSTRUCTION OVER THE SPACE ABOVE AN ELECTRICAL PANEL. 18. DO NOT USE SHOT TYPE FASTENERS, USE LAG TYPE. ALL FASTENER TYPES SHALL BE SUBMITTED TO STRUCTURAL ENGINEER FOR REVIEW. 19. CONTRACTOR SHALL SUBMIT ACCURATE "AS -BUILT' DRAWINGS TO THE GENERAL CONTRACTOR, WITH ALL REVISIONS CLEARLY SHOWN. REVISE ALL FLOOR PLANS, NOTES, DUCTWORK, SCHEDULES, RISERS, ETC. DOUBLE LINE DUCTWORK USING THE SAME QUALITY OF DRAFTING AS ORIGINAL DOCUMENTS. PIPING, DUCTWORK, ETC. MUST BE SHOWN IN ACTUAL LOCATION INSTALLED, NOT SCRATCHED ON DRAWING OR NOT JUST NOTED. "AS -BUILT' DRAWINGS ARE A REQUIREMENT OF THE AHJ., AND JOB WILL BE CONSIDERED FINAL ONLY AFTER RECEIPT BY THE GENERAL CONTRACTOR AND REVIEW BY ENGINEER ANY WORK REQUIRED BY THE ENGINEER IN PREPARING "AS -BUILT' DRAWINGS WILL BE PAID FOR BY THE GENERAL CONTRACTOR. "AS -BUILT' DRAWINGS MUST BE SIGNED (NAME AND TITLE TYPED BELOW SIGNATURE) DATED AND CERTIFIED BY CONTRACTOR AS BEING ACCURATE. 20. CONSTRUCTION SHALL MATCH ARCHITECTURAL CONSTRUCTION PHASING SCHEDULE SO AS NOT TO DISRUPT ANY PORTION OF SITE OPERATION. 21. PROVISIONS SHALL BE INCLUDED FOR TEMPORARY SERVICES WHEN REQUIRED. E EXISTING EF EXHAUST FAN VD MANUAL VOLUME DAMPER (OPPOSED BLADE) SD MANUAL SPUTTER DAMPER BS BIRD SCREEN N/A NOT APPLICABLE EAD OR EIA EXHAUST AIR DUCT SAD OR S/A SUPPLY AIR DUCT RAD OR RIA RETURN AIR DUCT OAD OR O/A OUTSIDE AIR DUCT CFM CUBIC FEET PER MINUTE 0 DIAMETER CONNECT TO EXISTING A SECTION A -A CUT ON SHEET A/C-1 & 1 Z APPEARING ON SHEET AIC-2 ct--I 90 ELBOW W/ DOUBLE THICKNESS 36/8 ll TURNING VANES A 600 8 i CLG. TYPE REGISTER (SEE SCHEDULE), "A" DESIGNATES TYPE, "36/8" DESIGNATES SIZE IN INCHES (36"x18"), "600" INDICATES AIRFLOW IN CFM. SIDE WALL REGISTER (SEE SCHEDULE) D D -� t�MBRANCH WITH 45- TAP OFF MAIN (WITH V.D.) i TRANSITION (CONCENTRIC UNLESS OTHERWISE INDICATED) tzra DUCT SIZE IN INCHES, NET INSIDE CLEAR, FIRST DIMENSION IS SIDE SHOWN, I.E. 12" WIDE BY 8" HIGH OPPOSED BLADE VOLUME DAMPER T ��i VD SD SPUTTER DAMPER D PIPE DOWN -____0 PIPE UP O WALL TEMPERATURE SENSOR/SET POINT CONTROLLING HEATING/COOLING COIL BD BACKDRAFT DAMPER SST. MD MOTORIZED DUCT DAMPER SST. BUILDING CODES TO FOLLOW: A. FLORIDA BUILDING CODE 2017 6TH EDITION (WITH CURRENT REVISIONS AND AMENDMENTS). B. NFPA 101 - 2015 (FLORIDA FIRE PREVENTION CODE 6TH EDITION WITH CURRENT REVISIONS). C. FLORIDA MECHANICAL CODE 2017 6TH EDITION (WITH CURRENT REVISIONS AND AMENDMENTS). D. NFPA 90A - 2015. E. ASTM STANDARDS IN BUILDING CODES. F. U.L. BUILDING STANDARDS FIRE RESISTANCE DIRECTORY BUILDING MATERIALS DIRECTORY G. ALL APPLICABLE CODES WITH CURRENT REVISIONS. H. FLORIDA ACCESSIBILITIES CODE FOR BUILDING CONSTRUCTION I. AMERICAN DISABILITIES ACT (CURRENT EDITION). MECHANICAL DRAWING LIST: M-OA MECHANICAL - GENERAL NOTES, CODES & LEGENDS M-0B MECHANICAL -SCHEDULES M-0C MECHANICAL -SCHEDULES M-013 MECHANICAL -DETAILS M-0E MECHANICAL - DETAILS M-OF MECHANICAL -GENERAL SPECIFICATIONS M-01 MECHANICAL - PARTIAL AREA OF WORK PLAN M-02 MECHANICAL - PARTIAL AREA OF WORK PLAN M-03 MECHANICAL - ENLARGED PLAN - OFFICES, BREAK ROOM, RESTROOMS M-04 MECHANICAL - ENLARGED PLAN - ELECTRICAL /UPHOLSTERY M-05 MECHANICAL- ENLARGED PLAN - CONDENSING UNIT LAYOUT PLAN, ELECTRICAL ROOM PLANS M-06 MECHANICAL - COMPRESSOR ROOM - FLOOR PLANS, SECTIONS, AND ELEVATIONS M-07 MECHANICAL - ELECTRICAUUPHOLSTERY SHOP - SECTIONS AND ELEVATIONS MANUFACTURING 13UILPING FOR FUK5UIT DOAT5 3901 5T. LUCIE PLVD. FORT FIERCE, FLORIDA Key Plan Issues: No.: Date: Description: A. 07/12/19 BID 5ET B. 07/18/19 PERMIT 5ET Architect: Consultant: i 9j DONADIO & Associates, Architects P.A. 609 17th Street Vero Beach, FL 32960 Tel.772.794.2929 Fox.772.562.8600 www. donadio-arch.com License No. AA0002238 Oa CRRDtnF1L 575 NW MERCANTILE PL SUITE 106 PORT ST. LUCIE FL 34986 T.561.746.6343 F.561.746.3602 info@CEAengineers.com CA LIC. 31555 Drawing Title: GENERAL NOTES, CODES, LEGEND 94 Job North w3 tl ib h /.A ry o I'A" CC C Prim: Drawing File: °OJ A5P, 5AP Chd: XPEF File: _ MG e, y'a_ Project No.: Plot File: iIDP ::.4t`t` M-OA Copyright • 2019, D... J10 & Aeeociatee, Architects, P.A., All Right" Reserved FAN SCHEDULE UNIT NUMBER EF-1 EF-2 COMPRESSORRM GENERAL AREA SERVED VENTILATION EXHAUST LOCATION WALL ROOF DUTY EXHAUST EXHAUST FAN TYPE SIDEWALL PROPELLER INLINE DRIVE BELT/DIRECT DIRECT DIRECT FAN SPEED RPM 1,137 1,408 AIR QUANTITY CFM 5,000 1,275 TOTAL STATIC PRESSURE O "I I20 0.5 10 0.5 0 WALL\ROOF OPENING REQUIRED IN 39.75"x39.75" FAN MOTOR HP/BHP 1.07/1.5 0.5/0.25 ELECTRICAL CHARACTERISTICS V/O/HZ 460/3/60 208/1/60 MANUFACTURER GREENHECK GREENHECK MODEL NUMBER SBCE-3H30 SQ-120-VG WEIGHT LBS 357 330 4 s 6 REMARKS 2 3 4 5 6 2 3 8 9 12 8 9 11 NOTES: O COMBINATION DISCONNECT SWITCH/STARTER, SUPPLIED BY ELECTRICAL CONTRACTOR, COORDINATED BY VENTILATION CONTRACTOR. Oz PROVIDE PREMIUM EFFICIENCY VFD RATED (WITHOUT SHAFT GROUNDING PROTECTION), (OR APPROVED EQUAL) ODP ELECTRIC MOTOR, WITH THERMAL OVERLOADS, O CAST ALUMINUM BLADE CONSTRUCTION, ENTIRE FAN ASSEMBLY HOUSING AND ACCESSORIES SHALL HAVE FACTORY "HI -PRO" POLYESTER COATING - DARK GRAY, SERVICE SWITCH NEMA 4X FIELD MOUNTED, UL-705, WITH OPTIONAL ALL STAINLESS STEEL FASTENERS AND HARDWARE. f 4 1 ESTIMATED STATIC, BALANCE AGAINST ACTUAL SYSTEM RESISTANCE. Ol WEIGHT OF FAN (WITH ACCESSORIES). Os HANG FROM STRUCTURE ABOVE (ADD UNISTRUT 304 STAINLESS STEEL ATTACHED TO JOISTS), WITH GALVANIZED ALL THREAD RODS AS REQUIRED. Oi SUBMIT COMPLETE POWER AND CONTROL WIRING DIAGRAMS. WITH SEQUENCE OF OPERATION, SAFETIES, RELAYS, ETC., FOR REVIEW AND COORDINATION. OS WITH GREENHECK FACTORY LONG WALL HOUSING WITH FLUSH EXTERIOR ADD MOTOR SIDE OSHA GUARD. Os WITH GREENHECK LOUVER MODEL EVH-501D WITH MIAMI-DADE NOA CERTIFICATE OF QUALIFICATION AND AMCA RATINGS 500, 540 AND 550 OR EQUAL (MATCH ARCHITECTURAL INTAKE LOUVERS), WITH WD-320-PB-32x32 GRAVITY DAMPER, WITH LOUVER AND DAMPER FACTORY COATED WITH HI -PRO POLYESTER FINISH, FIELD MOUNTED IN LONG WALL SLEEVE. 6 WITH DIRECT DRIVE TEFC VFD RATED MOTOR, CLOSURE ANGLES, AND BEARINGS WITH GREASE FITTINGS AND EXTENDED LOBE LINES, NEMA 4X SWITCH JUNCTION BOX MOUNTED. tt FAN SHALL BE INTERLOCKED WITH OAHU UNIT. t2 FAN SHALL BE THERMOSTAT CONTROLLED, INCLUDE THERMOSTAT AND SET FOR 95 DEGREE SETPOINT. 100% O/A DX SPLIT AIR CONDITIONING EQUIPMENT SCHEDULE UNIT NUMBER OAHU-1 AREA SERVED DEDICATED OA SYSTEM TOTAL SUPPLY AIR CFM 3,100 OUTSIDE AIR CFM 3,100 EXTERNAL STATIC PRESSURE O "HBO 1.0 FAN MOTOR HP 5.0 FAN MOTOR FLA 6.70 TOTAL COOLING MBH 255.5 SENSIBLE COOLING MBH 119.5 Lu o ENT. AIR TEMP. (SUMMER) OF DB/ FWB 91.0/79.0 LVG. AIR TEMP. (SUMMER) ° F DB/ F WB 54.0153.89 Q HOT GAS REHEAT TEMP. RISE °F 20.0 HOT GAS HEAT OUTPUT MBH 30.74 ELEC. HEAT CAP. (COOL DAYS) KW 30.0 STEPS OF ELEC. HEAT NO. 1 ELEC. HEAT TEMP. RISE (WINTER) OF DB 30 ELEC. CHAR. V/O/HZ 460/3/60 AIR HANDLER CIRCUIT CAPACITY WIHEAT MCAIMOCP 53.5/60O MANUFACTURER TRANE MODELNUMBER CSAA008 UNIT NUMBER OACU-1 LOCATION GROUND ~ z AMBIENT TEMP. ° F 95 REFRIGERANT R- 410 U) z w 0 z ELEC. CHARACTERISTICS V/O/HZ 460/3/60 O U o w CONDENSER CIRCUIT CAPACITY FLA 2 @ 2.5 EA. 0 OU COMPRESSOR CIRCUIT AMPACITY RLA 2 @ 19.4 EA. CONDENSING UNIT CIRCUIT CAPACITY MCA/MOCP 49.0/60.0 MANUFACTURER TRANE TTA30044C MODELNUMBER +y WEIGHT LBS. 1,037 SYSTEM EFFICIENCY EER 11.4 NOTES: O PROVIDE 5 YEAR WARRANTY ON ALL COMPRESSORS, 1 YR ON ALL OTHER PARTS- (2) PROVIDE 5 MIN. TIME DELAY ON CONDENSING UNITS COMPONENTS. O PROVIDE TRANE CONTROLEWTHERMOSTAT WITH SYSTEM ON -OFF -AUTO, HEAT -COOL, TEMPERATURE SETPOINTS FOR 1 OR 2 STAGE (AS SHOWN) HEATING, COOLING AND PROGRAMMABLE HUMIDISTAT, WITH THIS CONTRACTOR PROVIDING AND INSTALLING ALL CONTROLS, CONDUIT, AND WIRING, ETC. THERMOSTAT SHALL BY 7 DAY 24 HOUR, AND SHALL CYCLE ON SYSTEM TO MAINTAIN SET POINT (COOLING OR HEATING). THE CONTROLLER SHALL BRING ON HOT GAS RE -HEAT IF THE SUPPLY AIR RELATIVE HUMIDITY RISES ABOVE THE SET POINT, WHICH WILL ACTIVATE THE COMPRESSOR AND THE HOT GAS RE -HEAT COIL (LOCK OUT ELECTRIC HEATER), CONTRACTOR SHALL SUBMIT COMPLETE WIRING DIAGRAMS.O4 O PROVIDE STARTERS, RELAYS, TRANSFORMERS, ETC. AS REQUIRED FOR A COMPLETE OPERATING SYSTEM. O PROVIDE SIDE ACCESS FLAT FILTER SECTION, WITH 1" THICK THROW AWAY FILTERS, PROVIDE SET OF FILTERS IN UNIT AND ONE SPARE SET OF FILTERS TO OWNER FOR EACH UNIT. PROVIDE GASKETED FILTER ACCESS. O SINGLE POINT OF POWER CONNECTION TO AHU AND ELECTRIC HEATER, FIELD ASSEMBLED BY CONTRACTOR. O SPLIT SYSTEMS - SIZE REFRIGERANT AND HOT GAS BYPASS PIPING PER MANUFACTURER'S RECOMMENDATIONS. SIZE LINES AS REQUIRED TO COMPENSATE FOR LINE LOSS WITH MINIMUM CAPACITY REDUCTION. INSTALL REFRIGERANT PIPING ACCESSORIES (SIGHT GLASS, FILTER DRYER, SERVICE VALVES, EXPANSION VALVE, SOLENOID VALVE, ETC., SUBMIT SHOP DRAWINGS). 6O WITH ELECTRIC HEATER, MOUNTED ON UNIT DISCHARGE (A.R.L. LISTED AND LABELED), COMPLETE WITH ALL CONTROLS, FUSING, AIRFLOW SWITCH, SAFETIES, STEP CONTROLLER, AND FUSED DISCONNECT INTERLOCKED WITH ACCESS DOOR, CONFIGURED & LISTED TO MOUNT ON AIR HANDLING UNIT DISCHARGE. MAINTAIN 3'-0" CLEAR IN FRONT OF CONTROL PANEL. SINGLE POINT OF ELECTRICAL CONNECTION TO HEATER (SEPARATE FROM AHU). O INCLUDES AIR DISTRIBUTION SYSTEM ONLY, BALANCE AIRFLOW AGAINST ACTUAL SYSTEM RESISTANCE. +o MOUNT CONDENSING UNIT ON ISOMODE VIBRATION PADS, SEE DETAIL. ++ COPPER TUBE, ALUMINUM FIN CONDENSER COIL. 9 6 ROW, COPPER TUBE ALUMINUM FIN EVAPORATOR COOLING COIL, WITH STAINLESS STEEL SLOPED DRAIN PAN. +3 MOUNT AHU FROM STRUCTURE ABOVE WITH VIBRATION ISOLATORS, SEE DETAILS. +4 MOUNT CONDENSING UNIT ON HOUSEKEEPING PAD AND ANCHOR UNIT TO PAD TO WITHSTAND HURRICANE FORCE WIND LOADS. s TRANE CLIMATE CHANGER DRAW THROUGH HORIZONTAL AIR HANDLING UNIT (CEILING MOUNTED), DOUBLE WALL GALVANIZED STEEL CONSTRUCTION WITH GALVANIZED STEEL INNER LINER AND DOUBLE WALL ACCESS DOORS IN THE FAN AND COIL MODULE (BOTTOM ACCESS), AND FILTER MODULE (SIDE ACCESS). FAN ASSEMBLY SHALL BE INTERNALLY ISOLATED WITH FACTORY INSTALLED SPRINGS AND STAINLESS STEEL IAQ DRAIN PAN, SUPPORT UNIT WITH VIBRATION ISOLATION SUPPORTS. 76 BLOWER COIL: INSULATED CASING (ADD INSULATION AS REQUIRED TO PREVENT CONDENSATION ON EXTERIOR OF UNIT). 7 M.A.L. STARTER FOR AHU SUPPLIED BY AIR CONDITIONING CONTRACTOR. ELECTRICAL DISCONNECTS FOR AHU AND CU SUPPLIED BY ELECTRICAL CONTRACTOR. +8 WITH HI-LO PRESSURE RESETS, LIQUID AND SUCTION ISOLATION VALVES, COMPRESSORS INDIVIDUALLY ISOLATED, HOT GAS BYPASS AND MODULATING HOT GAS REHEAT FOR HUMIDITY CONTROL. APPROVED MANUFACTURER'S: TRANE. 9 COMPLETE CONDENSING UNIT (CASING, COIL, ETC.) WITH "BLYGOLD" CORROSION COATING. zo COMPLETE AIR HANDLING UNIT INTERIOR (COIL, ETC.) WITH "BLYGOLD" CORROSION COATING. SPLIT AIR CONDITIONING EQUIPMENT SCHEDULE t UNIT NUMBER AHU-1 AHU-2 AHU-4 AHU-5 AHU-6 AHU-7 AHU-8 AHU-9 & 10 OFFICES OFFICES WARMING BREAK ROOM EAST BREAK ROOM ELECTRIC ROOM ELECTRIC ROOM UPHOLSTERY] AREA SERVED EAST MST PANTRY &RESTROOMS WEST A B ELECTRICAL SHOP TOTAL SUPPLY AIR CFM 1,750 1,875 600 3,575 2,400 1,800 1,800 4,000 OUTSIDE AIR CFM 150 150 - 1,100 500 600 LL EXTERNAL STATIC PRESSURE O "H20 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.5 FAN MOTOR HP/BHP 1 HP 1 HP 1/2 HP 5/4.00 3/2.074 1 HP 1 HP 5/4.00 ELEC. CHARACTERISTICS V101HZ 208/1/60 208/1/60 208/1/60 460/3/50 460/3/60 208/1/60 208/1/60 460/3/60 FAN VFD FREQUENCY AT DESIGN HZ - - - TOTAL COOLING MBH 52.98 53.55 33.41 111.09 70.53 53.21 60.0 111.09 SENSIBLE COOLING MBH 41.13 42.75 25.86 95.74 60.83 41.78 41.8 95.74 ENT. AIR TEMP. OF DB/ F WB 75.0/62 75.0/62 75.0/62 75.0/62 75.0/62 75.0/62 75,0162 75.0/62 O U z LVG. AIR TEMP. OF DB/ F PNB 53.10151.00 53.70/51.70 52.00/50.40 54.24/52.69 52.5/51.88 53.40/51.30 55.0/54.0 54.24152.69 zi O COIL INFORMATION ROWS/FPI 4/14 4/14 4/9 4/9 4/9 4114 4/14 419 COIL VELOCITY FPM 294 315 218 343 343 302 302 343 STAGES OF COOLING 2 2 2 2 2 2 2 2 UNIT MANUFACTURER TRANE TRANE TRANE TRANE TRANE TRANE TRANE TRANE MODEL NUMBER TAM9AOC60 TAM9AOC60 TAM9AOC24 TWE120 TWE072 TAM9AOC60 TAM9AOC60 TWE120 WEIGHT LBS. 163163377 163 n 116 17 676 13 613 18 163 n 163 n 613 78 FAN FULL LOAD AMPS AMPS 6.4 6.4 3.0 11.0 2.5 6.4 6.4 11.0 MCA/MOCP AMPS 51/60 7z 51/60 12 22/25 1z 43/45 7z 26/30 1z 15 MOCP 15 MOCP 43/45 1z UNIT NUMBER CU-1 CU-2 CU-4 CU-5 CU-6 CU-7 CU-8 CU-9 & 10 LOCATION GROUND GROUND GROUND GROUND GROUND GROUND GROUND GROUND AMBIENTTEMP. OF 95 95 95 95 95 95 95 95 REFRIGERANT R R410A R410A R410A R410A R410A R410A R410A R410A F z ELEC. CHARACTERISTICS V/O/HZ 460/3/60 460/3/60 208/1/60 460/3/60 460/3/60 460/3/60 460/3/60 460/3/60 z in CONDENSER FANS F.L.A. 1 @ 0.72 1 @ 0.72 1 @ 0.74 1 @ 2.5 1 @ 1.6 1 @ 0.72 1 @ 0.72 1 @ 2.5 z w 0 0 COMPRESSORS R.L.A 1 @ 7.6 1 @ 7.6 1 @ 13.0 2 @ 7.6 EA. 2 @ 5.7 1 @ 7.6 1 @ 7.6 2 @ 7.6 EA. U 0 MCA/MOCP AMPS 10/15 10f15 16/20 20125 15/20 10I15 10115 20/25 O O U MANUFACTURER TRANS TRANS TRANS TRANS TRANS TRANS TRANS TRANS MODEL NUMBER 4TTA7060 4TTA7060 4TTR7024 TTA12044 TTAO73F4 4TTA7060 4TTA7060 TTA12044 WEIGHT LBS. 271 271 245 395 298 271 271 395 REMARKS 1a 008 1 2 70 1 2 10 70 006 7 2 10 008 10 7 2 t0 7 2 to SYSTEM SEERIEER 17 SEER 17 SEER 17 SEER 12.7 EER 12.0 EER 17 SEER 17 SEER 12.7 EER ELEC. HEAT CAP. KW 7.2 KW 7.2 KW 2.88 KW 24.92 KW 14.96 KW NO HEAT NO HEAT 24.92 KW 0 STEPS OF ELECAEAT CAP. NO. 1 1 1 2 2 NO HEAT NO HEAT 2 z a w ELEC. CHAR. VIO/HZ 208/1/60 208/1/60 208/1/60 460/3/60 460/3/60 NO HEAT NO HEAT 460/3/60 HEATER REMARKS 8 tz 7z +z tz NO HEAT NO HEAT 7z 3 5 (DO 3 5 6 7 3 5 6 7 3 5 6 7 3 5 00 6 7 0000 6 7 0000 0000 REMARKS 11 � 11 12 73 14 11 12 13 ib �O 11 12 13 74 �O 71 12 13 14 O 71 12 13 14 �OW914 77 12 7315 1615 1815 18 15 18 15 18 NOTES: O PROVIDE 5 YEAR PARTS AND LABOR WARRANTY ON ALL COMPRESSORS, 1 YR PARTS & LABOR ON ALL OTHER PARTS. Q PROVIDE 5 MINUTE TIME DELAY ON CONDENSING UNITS COMPONENTS. Q PROVIDE COMPLETE CONTROL SYSTEM ON -OFF -AUTO, HVAC CONTRACTOR PROVIDING AND INSTALLING ALL CONTROLS, CONDUIT, AND WIRING, ETC.Q O PROVIDE STARTERS, RELAYS, TRANSFORMERS, ETC. AS REQUIRED FOR A COMPLETE OPERATING SYSTEM. sO PROVIDE GASKETED SIDE ACCESS FLAT FILTER SECTION, WITH 2" THICK PLEATED MERV 8 FILTERS, PROVIDE SET OF FILTERS IN UNIT AND TWO SPARE SETS OF FILTERS FOR OWNER STOCK. UNITS IN AREA WITH CEILING WILL HAVE FILTERS IN THE RETURN GRILLE. sO SPLIT SYSTEMS - SIZE REFRIGERANT PIPING PER MANUFACTURER'S RECOMMENDATIONS. SIZE LINES AS REQUIRED TO COMPENSATE FOR LINE LOSS WITH MINIMUM CAPACITY REDUCTION. INSTALL REFRIGERANT PIPING ACCESSORIES (SIGHT GLASS, FILTER DRYER, SERVICE VALVES, EXPANSION VALVE, SOLENOID VALVE, ETC.). O INCLUDES AIR DISTRIBUTION SYSTEM ONLY. O MOUNT CONDENSING UNIT ON ISOMODE VIBRATION PADS, ANCHOR UNIT TO CONCRETE PAD AS REQUIRED BY SUPPORT DETAIL. O ALUMINUM TUBE, ALUMINUM FIN CONDENSER COIL 10 ALUMINUM TUBE ALUMINUM FIN EVAPORATOR COOLING COIL. t1 WITH MAL STARTER WITH AUXILIARY CONTACTS, AND CONTROLS (SEE CONTROL DRAWING). 12 UNIT WITH FACTORY HEAT SINGLE POINT OF CONNECTION ELECTRICAL 13 TRANE DX CONDENSING UNIT WITH 2-STAGE COMPRESSOR. 8 ENTIRE CONDENSING UNIT (CASING, COIL, ETC.) WITH FACTORY OR "BLYGOLD" CORROSION COATING, OR APPROVED EQUAL. 15 AIR HANDLING UNIT COIL WITH FACTORY CORROSION COATING. 1s TRANE DRAW THROUGH VARIABLE SPEED CONVERTIBLE AIR HANDLER, WITH INSULATED PAINTED METAL CABINET AND ACCESS DOORS IN THE FAN AND FILTER MODULES. FAN SHALL BE VARIABLE SPEED ECM INTERNALLY ISOLATED WITH FACTORY INSTALLED DAMPENING, AND RUST -PROOF DRAIN PAN. t7 TRANE DRAW THROUGH VARIABLE SPEED HORIZONTAL AIR HANDUNG UNIT (CEILING MOUNTED), GALVANIZED STEEL CONSTRUCTION WITH ACCESS DOORS IN THE FAN AND COIL SECTION, AND FILTER MODULE (SIDE ACCESS). FAN ASSEMBLY SHALL BE INTERNALLY ISOLATED WITH FACTORY INSTALLED SPRINGS AND STAINLESS STEEL IAQ DRAIN PAN, SUPPORT UNIT WITH VIBRATION ISOLATION SUPPORTS WITH INTEGRAL VFD FOR TWO STAGE FAN SPEED. 18 WITH TRANE 2-STAGE COOLING CONTROLLER WITH TEMPERATURE AND HUMIDITY CONTROL. Project: FROF05ED MANUFACTURING PUILDING FOR FUK5UIT BOAT5 5901 5T. LUCIE P>LVD. FORT PIERCE, FLORIDA Key Plan I55Ue5: No.: Date: Description: A. 07/12/19 BID 5ET B. 07/16/19 PERMIT 5ET Architect: DONADIO & Associates, Architects P.A. 609 17th Street Vero Beach, FL 32960 Tel.772.794.2929 Faw77Z562.8600 w"Amadio-orch.com Ucense No. AA0002238 Consultant: E .7. CAR0mRL enunEERm RSSOCIRTES Inc. 575 NW MERCANTILE PL SUITE 106 PORT ST. LUCIE FL 34986 T.561.746.6343 F.561.746.3602 info@CEAengineers.com CA LIC. 31555 Drawing Title 5GHEDULE5 6 w,n Job North 4�,J 1, P"+ �a r Ivry Ce Pro: Drawing File: 9 4 A5R, 5AK W Chd: XREF File: a ' MG No.: Plot File: Project 0f cc i 2018-42 Sheet No.: M-OBa1P, Copyright • 2019, 0°nedl0&Aswciate°, Arch, act°, P.A., All Right" Reserved