Loading...
HomeMy WebLinkAboutAPPROVED Permit Set 02-16-2021 A2.10 A0.10 Cover.pdf A2.10 A1.10 Code R.pdf CODE REVIEW FOR D&D WELDING NEW BUILDING LOCATED AT 5300 SOUTH STEEL BLVD. FT. PIERCE, FLORIDA ARCHITECTS PROJECT #2019-54/2 SEPTEMBER 28, 2020 The proposed Building is a Single-Story Pre-engineered Metal Structure clad with Metal panels. The gross Floor area of the Building will be 39,504 sq. ft. This consists of a Welding Shop with an area of 30,108 sq. ft., Offices, Toilet Rooms, Storage etc. with an area of 2,900 sq. ft., and an exterior Roofed over space with an area of 6,496 sq. ft. The Building height to the Roof eaves will be 29'-0" and 33'-0" to the Roof ridge. There will be nine (9) overhead doors around the perimeter of the Building. The Ancillary accommodation i.e. Breakroom, Offices etc. will be constructed using CMU exterior Walls and Stucco, Steel Beams, Metal Deck, Rigid insulation, and a modified bitumen Roofing system. All Construction will be non-combustible and Parking is located North and East of the proposed Building. The Building will be protected by an Automatic Fire Sprinkler System. CODE REFERENCES Florida Building Code 2017 - Building Florida Building Code 2017 -Accessibility Florida Building Code 2017 - Plumbing Florida Fire Prevention Code 6th Edition CODE REVIEW 1) USE AND OCCUPANCY CLASSIFICATION: FBC CH.3 FBC 306.2 Moderate-Hazard Factory/Industrial, Group F-1; LSC 6.1.12.1; 40.1.2; Industrial Occupancy 2) SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY FBC CH.4 N/A 3) GENERAL BUILDING HEIGHTS AND AREAS FBC CH.5 i) Building Height and Number of Stories FBC 504; FBC TABLE 504.3 Note: Construction Type; Type II (B); Sprinklered. Maximum allowable Building height ii) Allowable Number of Stories above Grade Plane FBC TABLE 504.4 Maximum number of Stories allowed (This is a Single-Story Structure) iii) Building Area FBC 506; FBC TABLE 506.2 Maximum Building area permitted Actual Building area proposed iv) Accessory Occupancies FBC 508.2 Accessory Occupancies (Offices, Breakroom, Toilets & Storage) 10% of the Building area = 3,950 sq. ft. > 2,900 sq. ft. No separation required. v) Separation of Occupancies FBC 508.2.4; FBC TABLE 508.4; LSC TABLE 6.1.14.4.1(b) = 55' = 2 = 62,000 sq. ft. = 39,504 sq. ft. = 2,900 sq. ft. 2 HR. separation required between F-1 Occupancy and Assembly Occupancy (Breakroom) A-2. vi) Incidental Uses FBC TABLE 509 N/A 4) TYPES OF CONSTRUCTION FBC CH.6; FBC 602.2; Type 11-B; Sprinklered; LSC 40.1.6 i) Fire-Resistance Rating Requirements for Building Elements Hours FBC TABLE 601 a) Primary Structural Frame = 0 b) Bearing Walls (Interior/ Exterior) = 0 c) Non-Bearing Interior Walls = 0 d) Floor Construction = 0 e) Roof Construction = 0 ii) Fire-Resistance Rating Requirements for Exterior Walls Based on Fire Se_paration Distance. North; distance to property line= 99' > 30' -No rating. South; distance to property line= 52' > 30' -No rating. East; distance to properly line= 148' > 30' -No rating. West; distance to property line = 97' > 30' -No rating. 5) FIRE AND SMOKE PROTECTION FEATURES FBC CH.7 6) i) Exterior Walls FBC 705; 705.2 There are no eaves overhangs from the Exterior Walls. ii) Maximum Area of Exterior Wall Openings Based on Fire Separation Distance and Degree of Opening Protection FBC TABLE 705.8 All sides> 30' iii) Fire Partitions FBC 708 = No Limit The Fire partition separating the Shop (F-1) from the Break room (A-2) will be 2 HR. Fire rated. The CMU Wall will be conslructed full height to separate both Occupancies. iv) Penetrations FBC 714; 714.3.1.1; 714.3.1.2 All through penetrations in the 2 HR rated CMU Wall to be protected by an approved penetration firestop system installed and tested in accordance with ASTM E814 or U.L. 1479. v) Opening Protectives FBC 716 The two (2) Doors connecting the Shop with the Breakroom will be 1 ½ HR rated with a maximum vision panel of 100 sq. inches. vi) Concealed Spaces FBC 718 Fire blocking and Draft stopping in concealed spaces not required. All construction is non-combustible. Draft stopping in the Roof is not required as the Building will be protected by a fully Automatic Fire Sprinkler System. INTERIOR FINISHES FBC CH. 8; Table 803.11; LSC 10.2; 40.3.3.2 All interior wall and ceiling finishes to conform to the following Table: INTERIOR WALL & CEILING FINISH REQUIREMENTS BY OCCUPANCY Group "A-2"; Group F-1; Sprinklered INTERIOR EXIT CORRIDOR, ENCLOSURES FOR EXIT STAIRWAYS RAMPS AND EXIT PASSAGEWAYS ACCESS STAIRWAYS AND RAMP - CLASS C -Flame Spread Index; 76-200 Smoke Developed; 0-450 I) Interior Floor Finish FBC 804; 804.4.2; LSC 40.3.3.3 ROOMS AND ENCLOSED SPACES C The minimum Critical Radiant Flux for all finishes shall not be less than Class II. 7) FIRE PROTECTION SYSTEMS FBC CH. 9; 903.2.4; LSC 40.3.5 An Automatic Fire Sprinkler System installed in accordance with NFPA 13 will be provided throughout the Building. i) Portable Fire Extinguishers FBC 906; 906.1 ii) See Life Safety Plan for location of Portable Fire extinguishers. Fire Alarm and Detection Systems FBC 907; 907.2.4; LSC 9.6; 40.3.4.1 Provide a manual Fire Alarm System throughout the Building initiated by the Automatic Fire Sprinkler System. 8) MEANS OF EGRESS FBC CH. 1 O; LSC 40.2 i) General Means of Egress FBC 1003; 1003.2 All Means of Egress shall have a minimum Ceiling height of 7'-6". ii) Occupant Load iii) iv) i) ii) FBC 1004; FBC TABLE 1004.1.2; LSC 7.3.1.2; 40.1.7 a) Shop; 30,108 sq. ft.+ 100 = 301 Occupants b) Breakroom; 896 sq. ft+ 15 = 60 Occupants c) Offices; 461 sq. ft. .. 100 = 5 Occupants d) Storage/Electrical Room etc. 1,000 sq. ft.+ 300 = 4 Occupants Total Occupant Load = 370 Occupants Means of Egress Sizing FBC 1005; 1005.3.2; LSC 40.2.3 Egress Capacity required a) Shop; 301 x 0.2" Egress capacity provided b) Breakroom; 60 x 0.2" Egress capacity provided Number of Exits and Exit Access Doorways FBC 1006; 1006.2.1; LSC 7.4; 40.2.4.1 a) Minimum Number of Exits required b) Number of Exits provided Exit and Exit Access Doorway Configuration FBC 1007; 1007.1.1; LSC 7.5; 40.2.5 a) Building Diagonal Maximum Building diagonal Maximum Door separation 50% x 318' = 159' < 306' -o.k. Means of Egress Illumination FBC 1008.; LSC 7.8; 40.2.8 a) Illumination Required FBC 1008.2; LSC 7.8; 40.2.8 = 60.2" = 180" = = = = 12" 36" 2 7 = 318' = 306' The Means of Egress, including Exit Discharge will be illuminated at all times during Building Occupancy. b) Illumination Level Under Normal Power FBC 1008.2.1 Means of Egress Illumination Level shall not be less than 1 Footcandle (11 LUX) at the walking surface. c) Emergency Power for Illumination FBC 1008.36; LSC 7.9; 40.2.9 An Emergency Power Supply will be provided to illuminate at Means of Egress components. The emergency supply will provide power for a minimum of 90 minutes and will consist of storage batteries, unit equipment or on-site generator. vii) Accessible Means of Egress FBC 1009; FBC 2017-Accessibility a) Accessible Routes FBC 206 An Accessible Route from the Accessible Parking is provided to the Facility Entrances. b) Accessible Means of Egress FBC 207 All required Means of Egress comply with Accessibility Standards. c) Parking Spaces FBC 208; FBC 502.5 Accessible Parking Spaces are located adjacent the Facility Entrance. d) Drinking Fountains FBC 211 Combination "Hi-Lo" Drinking Fountain provided (See Floor Plan). e) Kitchens, Kitchenettes and Sinks FBC 212; 606 and 604 The Breakroom Sink is to be 34" (maximum) above FFL, the Work surface ( counter) to be adjustable for varying heights between 29" (minimum) and 36" (maximum). f) Toilet Facilities and Bathing Facilities FBC 212; FBC 603 All Toilets Facilities are on an Accessible Route, meet all necessary Door clearances and Turning Circle and Clear Floor Space Fixture requirements. viii) Doors, Gates and Turnstiles FBC 1010; 1010.1.1; LSC 7-2.1; 40.2.2.2 All Egress doors are 36" x 80" (minimum), swing in the direction of travel and are side hinged. All interior side-swinging doors (without closers) to comply with the following prescribed forces: 1) A maximum 51b (22N) force shall swing door fully open. 2) A 151b (67N) force shall release a latch. 3) A 301b (133N) force shall set door in motion. IX) Exit Access FBC 1016; LSC 40.2.5 All exit access locations are on an accessible route and do not pass through any intervening spaces. X) Exit Access Travel Distance FBC 1017; FBC TABLE 1017.2; LSC 7.6; FBC TABLE 40.2.6.1 a) Maximum Travel distance to an Exit = 250' b) Actual maximum Travel distance to an Exit = 234' XI) Corridors FBC 1020; LSC 40.3.6 N/A XII) Exit Discharge FBC 1028; LSC 7.7; 40.2.7 All Exits Discharge directly to the Building exterior. MINIMUM PLUMBING FIXTURE COUNT FBC 2017 -PLUMBING a) Occupant Load Maximum Occupant Load = 370 Occupants 50% I 50% Male/Female Ratio = 185 Male and 185 Female Water Closets; 1/100; Male/Female; Lavatories; 1/100 Male/Female; Drinking Fountains; 1 per 400 Service Sink; 1 MINIMUM PLUMBING FIXTURE COUNT Industrial/Factory F-1; Assembly A-2 WATER CLOSETS LAVATORIES DRINKING SERVICE SINKS FOUNTAINS Required Provided Required Provided Required Provided Required Provided Male 2 2 + 2 3 1 1 1 1 2 Urinals Female 2 3 2 3 Project: PROPOSED BUILDING FOR D&D WELDING 5300 SOUTH STEEL BLVD. FT. PIERCE, FLORIDA Key Plan: Issues: No.: A, Architect: Date: Descrip_tion: 02/10/21 PERMIT SET DONADIO & Associates, Architects P.A. Consultant: Drawing Title: 2001 9th Avimue, Sultl!I 303 Vero Bea:::h, FL 32960 Tel.m.794292.9 Fax.m.562.8600 Lii::en5e .\lo. AA0002'2:33 www.olonadio-arch.wm CODE REVIEW Re-forence Noreh � Drn: Dwg. File: MT Chd, XREF File, AJD Project No.: Plot File: 2019-54 Sheet No.: Cert. No.: 12456 Date Signed: A1.10 Co�le,frt;(Q 2020, Donadio & A,:100::l;rtai, Ar-chttecte. P.A. 02/16/2021 A2.10 A1.11 Life S.pdf 0 2 0 , , , 65'-0' , ,, 21'-811 21'-8" C 21'-811 , , 0 2'-0" , , 12'-7�" 3'-4.\" . 2 5 25'-0' 0 25'-0" 25'-0" , 49'-6" 14'-0' Design No. U905 June H!, 2012 Asliell: mti� Rat:ilg -2 h Lg old Rnbd-ed -liu�mbly 1&:..-ahMbl:d in olg;grd..i,ni;:e with Wr;irkinlil StN:.:. C-C:.i!ilfl rni.:th� 'i;;, rcir us-e under Uml States De.sl;ln methods: ref'erta ln.for.,atlon under Gulde:�_.r::-m ,.,. - �' f Tf �.\r. . ·, . · r: .____,_,_ . '.;r.1" .: -----,-,, n · ·:: . } i. 1:n::a:oiti:'' cl) · .. t:3-::-f� . t�,.... ..... . ·< ) . � ' ·o .. ,.u, . . ( ' 1\1-�/.tQ'W, Horizontal Sedion . . • ' ••• < -' ; • • '·� Bearinfil or Nanbearin" Wall l L. Concrete Rbdo.s oF \farkius Oesign11; -(CAZTC). 2 h rMir:g o,!11:l,edl er. non:=:on'lbustib� meMber.!! -�Med inl :o w!io ll R.ating � l h Nh(!n cc,mbu�tlltilC! m'i!mtloeiS-.!11"!! trame-d n-'ltCI \\l!II. IIIAS,lLITI" CONCH"TI"' PRODUC:T5 V .I.NOOUV�II l,!ILC EXP,OCR.£1iE -CONCRETE P,,R.C)[]UCT!!i LTO • GROUP!! PfRMACON, o:n.1 01' OLDCASTL!' 81,!J]LDJl'll:G P.RDDUCT.SCANADA INC• CK 15Ul.LUEllS :iiUfJPUES LTU RON,Q INC TRlSTAR IIIUCK .8;, 11-L.0(:K L TO ./ :!:. Mur:ta� -Blocks laid ilil rull btd ar. m'Llri:.ir, 13 mm th ick, ar :3, parts �rc lE:an and :s.harp scind to I. partFortland Coe.me.nt l111vpartianed ti'( Yol ,Jmc). ;::ml 1S% hydrclll!cl lmc (by Cl':r"fl<'rilt 1.-olum�). V-cl'tic.::il jo1ES stilg,g:crd.J . P.:ittlMta, Ci!ffll,t,l'tt, 5l1UU., 6r Gf�lfii IPLU-t.r.t -�,j� 1/� l'i co C:l!��k!CIOI\ 1r U:!::M. w� fi'.Jl'l'lbU-�C IMa:. ll"r"lli!.l'r'IW� .!I� ft':!il'l'IM 11'1 "N!IL i:,la:ste:ror s.tui::<i mu:st boe o!lp�lie<I en tl'l!l fa-:e o p�-11:site frzimi� til ai:h�ve -ZI rn� '-c l!'lt!iifi::ation -of L· l/Z hi. 4. loo:.e M.ii:i;om')· Fil -]f,a11 con:: 5M,ce� an= fjed 11,·•h loc,:;.e drye�peni:fetl :;la,g, bunned da'l' orsha'le (R.ot6ry � iln Proc::s:.) orllii,ato1cr �pe:11,:,nc v��ulrr.� t'l'i���niy r� ina,:ulm.�,n, M,d l 1 rn Cl:ii��,bclbn. Design No. P516 l.nre �trai11ed AssemhlJ· Hatings -1 Hr. Lnrcstrnincd Beam Rating -1 Hr. :l) 11 ll "'' ;,_9; I."fetal RoofDeek Panels* -"l'o. 26 l\ ·TSG min gal vanin:d or pamtcxt ;;tccl. Panels conrin11ous over lwo or more spans. End laps to 00eur Ol'Cr purlins withpane6 o,erlitpp�.1 a min. of4 in. A line of sealant rn· tare sealant may he u�cd at panel side and end laps. See Roofing 1Imelials md Sy�tems IJiredUI)' -JV!el:tl Roof IJeck Panels (TJPV) cmcg.;iry for name� .;ifmmmfae­r1ire rs.2. Pand l<':i�tc.ncnc -A, s�cil'ied in I.be re�pective Classified Roof Deck Constrnction "\!Limber for the \foml RoofDe-,,:k Pi111el. 3. Batts and Blankets* -Any faced glnss fiber bmt material or mineral wool insuhtion bearing the, 1.:-L Clas�ificalinn Marking. Scc Balls m:d Bhlnkm� (BZJZ) Cmegory in fire Reslsrnnce Dirc:dDry or BaLL, am! 131ankd," (13KNV) in Building Materials Directory for list of Classified Cm11pa11ic:, 4. Stt'd Ruuf Purlios -C ur Z-,h:1ped, min. 8 in. deep, wcighing min. 2.9 lh. per lineal fl made from min. No. 16 MSG galvani�e<l or p.1inred al,:,d, Spai:ed 111c1x. 60 in. O.C. l'urli11s m..i.y be ,titfoned ;1t the �uppon:s if required per structur ­al dc�ign. 5. Bcnm -Sieel 1 beJrn �ecliuns desigu�d ;i; slrue ­turnl suprorts to the roofpurli11s. Min. weight of,tee! 1 beam is 2.9 lb. p;;r lioc,il ft. <i. Hauger Wire -No. 12 SWU or heavier galvanized steel wire: twist-t ied to steel roofpurlins or joists. llangcr wir� attachment spaced not over 60 in. OC along cold -rolled channd, and located at cnrl� of the cold-rolled channd;; at walls \Vhrn alternmr Sreel Framing l\-krnbers* ill,:,m 8A or 8B'i ar<! w,.:<l, han!!"'' wirc8 arc 8paccd 48 in. 0.C. (m every third main runncr1crns� 1cc inl.cr,cc1ion). Hanger wires also located adjacent to each main rwmer spli;;e localion. 7. Cold-Rolled Channel-:.fin. :-·o. 161\-fSG galv�niz,:d or painletl slc,"'l ch:mnd,. 1 1:, in. tl�"'P witli 9/1 (, in. flanges 8. Funiug Channel -No. 25 MSG gah ·ani,:cd sl .:d, 2 5/� in. wide, 7!8 in. deep. �raced 24 in. O.C. perpendicular t0 {mid-ml led channels: secured to each cold-rolled channel wilh doubli;, ,lrnwl of Nu. l S SWG galva11i;t,d steel wire. As an alternate to the ti.ming chann�ls. Steel Framing \1emben* (lt"'m 8:\ or SB) may be u,ed.8A. Steel Framing Members -(Not �hown) -Ao an alternate to hem 8. 1\-·lain runners nom. 12 It lnr,g, spaced 4� in. O.C. c.rn�s lcX:s, n1easuri11g l \-; in. across the .Oange and nom. 4 fl. long. in.,talled perpemiicular Lo main runners and spacc<l 16 in. 0.C. Additional cross tees n;,quir,:d 4 i11. frum ;rnd l'll <!il.d, ,ide o( v,-allboard end joint. NB. Steel Framing Memhers -(N,,r :'>hmvn) --\� an alternate to Items 8 and 8A. !\.fain mnners uom. 12 il. l _u11g, sp.1,;ed 48 in. O.C. Cro�� chanuels, 1,0111. 4 ft. long instalJcd perpendicu­lar to rhc main 11111ncrs, spaced 16 in O .C Additio n,11 cross channels required 4 in. from and al ca;;h �itk oJ wallbounl and joinl VSC Interiors, Inc, -Type RX mnin runner �nd �russ dmrrnd. Type DXLG cross tees. Arrnstnm i: Wnrlil lnilnstriei;, Inc. -Type DFR-8000 �Bcm-ing UL Cla,sifaation Marking 9. \.V�llbom-J Gypsum* -Any 5:'8 in. thic•l gypsum v,allboard be,;ring lhc: UL Cfassili�alion "\forking as to fire Resistance. Two faycrs of 5.-::; in. thick by 48 in. wide sl1ccts i.nsrnllcd with long dimension perpendicnlar to the fu1Ting channels. lnner layer attached to forring cha11nels using l ',�in.long Tyr,-" S frngle heml sleel screws spaced S in. O.C. along bm1ed end ioinls .;nd 12 in. O.C. in Lht rit:ld uf lh,:, hoard. Butted end _ioint, to uccur midw□y behveen c.1,ninuou, furring channel, and tn be hacked by joint backer· channel whkh is centered on lhc end joints and cxicnd; 6 in. beyond bo1h ends of the end joint Butted end joints to l,e omel a min. uf 24 in. in adjacent course,. Out-:r layer attached tl, rhc forring l 'hmmjs thrm1Eh inner layer ming l 7/8 in. long 'l)'re S bugle he.id steel screws spaced S in. 0.C. at bulled. illit11s,md 12 i11. O.C. i11 the li<!ld. l'h11kd end joint, l0 be ccmcrcd owr conlint1ous fur­ring channels and be offset □ min. of 12 in. fi-om end joinu of inner layer. Rows of screws <in hoLh side> of butted c:nd joi11l� of ead1 layer shu11 be locuted 3!8 to 1:; in. from end joi1:ts. 13ulted ,ide joinL� or Ollli::T layer Lo be olI,d � min. of 18 in from butted sid� joims. of illllcr layer. When Stool Fr,uning \.1en,her,,� (II .em XA m SB) nre used, inner layer installed with long dimension perpe11dirnlar Lo crnss kts wi lh side _ioinn centered nlong rni1in nnm,..-s tmd end jnim, centered alnng, cm�s Tcca. lr111cr lay a fa:-­tened to cross tee& with 1 1/C in. long Type S bulg,:, head sled ,,;rc,w� ,pa""'d X it1. O.C. along butted end joints and 12 in. O.C. in the field of the bo<Cni. r:ml _ioinls of adjac1:nl wallboard sheets shnll be staggered not k�> tha11 4 l"I, O.C. Oull..•r lr.y�r aUach1;d Lu lh� cross tees through inner byer ming l 7/8 in. long Type S bulgtl head >lt:d �crew,; �paci;,d � in O C nt butted end joints nnd 12 in. O.C. in the field. I Jutted endJ0im, to he centered along cross ices and be offa�1 a min. of ]2 in. from er,d join1., ,,-r in.,er layer. l{mvs nf s,:rew, nn � © � l--------:71 (;;\ .@) ---J (i) '"' 365'-0 I' 9 0 � 13 i 14 @) @ ·C:: ,, ,1 5' -6" 3" rvil ELEC./AIR COMP. ,, ,c I 300'-0" 150'-0" 5' WIDE CONG, SIDE WALK<1 .:.J. ., I ·• C I' • l"r,--.11· .� STORAGE I .. • , , 25'-0" 25'-0" 25'-0" , , ' =--:tt�n 1107 1 ���I�� OFFICE OFFICE • _.··•.· BREAK ROOM 30._6, 14._0., 24·-1�" 3·�·) 3'0" J� 110s I = lt1 11m I � 101 · -o·:!l � . c.1@J I -� '--"'Ille- I Runcd �idc jnint� nf nutcr lay�,· tn h� off.�cl a min. of IS in fmm hurre,1 side joints of inner lay�r. Sete W;1llhoi1rd (jypsurn (CKNX) ,Aegory fur nam�s of illP.aufocrurcn. *Bcal'i 11g the UL Classification l\.-larking � " . ·,1B'W IDEf:ONC.SfEWALK. " G .- ... ,.. ��.-· �-·-:� ·• Q _5�WlDEC0NC.SIDEWALK•.,....-A , �:"'=====;=======i----.::::vc:::..::..--"---"===111r.im---i,m1 11;;1,alk- pm,c!!m;"= ili!I ___'"'I ,a:,1;mmcimmi v , · [I .. "• '! • •I u7.:::::,-.J;;L _ _ _ _ -=--=- _,._,._ _ _ _ E ------ '\' E �a) ' ,', I 'T s' s' t + + . , + s' ·• CJ -·� : .... . . .. ' .. ( ,, '-" ' ' .. � - ---�><=-� ��AAY1l111 INI'- - � �- = -=><= = = = =-- - = = = 111 --� ���-={ . , . J. d ,; ., .. '0· �- I .. C b .. I " "1 � � 9 [/J.., .., ., • V � -- �"' ,:'\ I· � 1 ,,, ; .. "' •'<¾-11 ·• .., .. JL·;. . . . .... . I_ .. ,.. , .. Ll i i 1 � rYUfLr+i,A, I 11 I --1· .. .., .. . .., • I 11 '-i',vG .,...- ...- 11C ' :, -' • -1 � �- -• I I � : i� --+--- 11 -- -+ --11 - -'"l"'-.....::- ----'--''l-/tG¢NA � ---+- --:t---- --� ---- --+- -IT - + .... ·� ' I IC r-- l'-.t1.; ' ·• ' c;,I .. '\' o o S> t<) 11.. • CJ I ' 65'-0�CY -O', 0 .. � :€}y rJ-r I I J .......,.___ --- L"c'cJ " 11j ) ., .. . ' I I I Y1 I I 001 ---- 11 I "' . I . I 'Q� 0: ,, � ,, .. ' .. 5' I� 0 0 t<) t<) b I' • 0 '" L:i -"- .. / ., C ·•,, .. . + , . . · .... j _,,__,,.. : I 11 I I � i�O� :.- 11 _" • :: j ,: "' I 11 �� � � � rl h 11 .. ,. ,1 ;1:j , : . . "' • � f.. 1 11 nQ0� 1� 11 1 1 1 Jij 1 1 11 s' ' '0 I I I I 1--n '-'I-1,-- 0 .. s' s' ,._ ', , ' .! ., ' � E .. �'- k" _1:_ ': �N-"1.--� I TJ I 1:-�-x���� , I II 1 1 _ I I 71 __ U_ 1 1 _ I -:{- - �l {.. 1 -"IE " ·• 1 ... .. [ _ l"I i;-I\ ..:-- II II . "'·, ,, '1' • I .. .. 5' I� I 1 -- IL (j: ', � b ,J ' ' .. " 'I'- ' .. .. ., c1·'"S ·• ' ' .. ,f'< '.. ,' * 'I'- ' .. ' ":. .. .. s' "- ·• : .. ' I ".... • ' ·S> 'S:1' .-"-11---T �� ---...-__......-��- CH_ -��- �-=-LL- = .=M = = = .. = = -Q .. = = = ..d.. = = -.. = = = =-c = = = =>O � - = - 6----...,,--; 1 bl I·'' .. I I .. I < ' , T 100J _ _ _ _ FE _ _ _ _ V E _ _ _ _ E _ _ _ _ _ _ � !'..X""....,OD F ' -C ' [5' W IDE CONC,SIDEWA).K •• • : • .. I -I I . f I ,.. ' I @ ' I ,( 5• WIDE CONS SIDEW-',;K I I @8 I' I · I I .. .. . .. I @ ·•• I l ... ' I . § I ' :i,111"' ,_ ""o.'-' .. 5 -, w-"- . ID� !; c -\ bN:. SIDEWALK ' SEE CIVIL SITE PLAN FOR CONTINUATION OF SIDEWALK AND CONCRETE PAVEMENT , , 0 21'�8" 21'-8" , 2 0 21'-B" 2'-dJ" 3•-4l11 , �-4 2 l..{o� 25·-o· , 0 5 9· 11"4 -2 25'-0" 01 , 0 14'-0' 25'-0" 7 36'-0' 25'-0' LIFE SAFETY PLAN 8 14'-0' 25'-0" 365'-0" 9 24'-6" 3'-4± '1, 25'-0' 10 33'-1�" 25'-0" 14'-0" 25'-0' , 0 12 SCALE: 1/16" = 1'--0" 25'�0" 61'-0' , 25'-0" 4 @) 14 3HI 31Ei+++R WWill � 14'-0" 25'-0" , , @) LEGEND 24'-6" 3•-➔� 25'-0" AZ'-71" .r ,. 2 , , @ 2 HOUR CONSTRUCTION TYPE D-2 BLOCK - UL DES. U905 8" CONCRETE MASONRY UNITS METAL BUILDING GUARD RAIL - BY OWNER FIRE EXTINGUISHER SEE CIVIL SITE PLAN FOR CONTINUATION OF SIDEWALK AND CONCRETE PAVEMENT Project: PROPOSED BUILDING FOR D&D WELDING 5300 SOUTH STEEL BLVD. FT. PIERCE, FLORIDA Key Plan: Issues: No.: Date: Descrip_tion: A. 02/10/21 PERMIT SET Architect: DONADIO & Associates, Architects P.A. Consultant: Draw ing Title: 2001 9th Avimu�, Sultl!i 303 Vero Bea:::�. FL 32960 Tel.m.794292.9 Fax.m.562.8600 Lii::�Mi5� .\lo. AA0002'2:33 www.olonadio-arch.wm LIFE SAFETY PLAN Refore:nce Noreh � Cert. No.: 12456 Drn: MT Chd, AJD Project No.: 2019-54 Sheet No.: Dwg. File: XREF File, Plot File, Date Signed: A1.11 Co�le,frt;(Q 2020, Donadio & A,:100::latai, ArchtteCW. P.A. 02/16/2021 A2.10 A2.10 Floor.pdf ' ' "' ' " ' ' ' ' "' ' CD � 3 0 0 0 t/0) \ © 365'-C1' 9 0£) � 0 11 l ® � /C1v 8 ® 16 , 65'-0" C 300'-0", , 21' -B" , 21'-B" 21'-8" 25'-0'' 25'-0" 25'-0'' 150'-0" 25' -0" 25'-0" 25'-0'', 1 ' 1 , , , , , ' L______J L______J ___J L___ L______J 11 IL______J IL______J I � � � � I ,- ,J _, 2'-Q'! ,2'-'Z1" 2 ,-, 3•-4,d.u . 2 I"'\ /01\ ',er;; 49'-6" 14'-0" j r1 -- - - --��--� ....... ......-· ' , I tie" w ELEC./ AIR t;!E�N COMP. ilroortI STORAGE 1101 I 5' WIDE CONG. SIDEWALK � .- - =�-c1Ml<e � �OFFICEIWGI-� C ILJ I,_ . I � - [10s [ I 1108 I. I I Li©ciJ�1, [iQ±] ell 1103 I ' ' ,., ,r .,, -+ I II' ,-----U� I I 102 I rr I I -,,BREAK ROOM []Qi] �1!��� --��-� � t�� � �'-�-'� �,1 _ _::� _T _t' .- I t-------l 1-- I I I L_ \__ I ,, --,-1'1 ..... 1•1 '1 . rll 1.C r l '. ... 1 I 30'-6" s" 14•-o" • 24•.1�" 3•-➔·)�3-�o":, " ,r , i�·-o"� p_ s= I ,:· •-"CL ' .J B >--.-+�"T-�,[ "' '., ., I I I I u 2 HR RATED TYPE GUARD RAIL BY 11 11 . , 1 0 ___ --� ___ __ _ �� - ___ �-- ___ ___ D•zcMu owNER -,� 11 11 BRIDGEc··"- T I I I -+ •tt lll1 ', (B , J ,f �), ·•� a " ,, ' a 11 � ✓(TYPICAL) I 11 11 -+ : ; " ' I --'k-- l -"1 I I l8J I I I 1 : I ·, , , ' 0 , "1, I I I I I I II ' b b ,: ·-- COVER�ARE ··a II II s� II II ' s;t- 1,� IIL• i'._ c:'·'· © ,l ' ' a .,· ' • .. ' ' ' ' ' ' /2 ' "t i' ,"\' [ • ' 65'-0"X100'-0'' _, Q � I I I I 11 ' I O 5 + W ,'} ·)I"" -,, _, C t<l, ---- - ---- -t _ I I ____ - -I ---- - - : i ! I - - ---+-- - - 11 + 0: . ,!1 - , . -�'1-------"-,�Jt.f---- _____,_� - -1 : : - t- - -1I I I - t- --:{ a I "' 0 IC § ;.c:.I a I "' � � ' a bl a " i' . . �,:' "' ' ' 'I"': -+ -- ----1-n' �-ii- I ,( D ' "' I �I i'._ ' . ) I ;1 · , ,i 11 � 11 E .-· l � I�-- :· r·, N - 1:- - -r II - r - -1 1LJ-,---- - , __ llll --t- ��-IJ�.l."(E , ' , - • .: ' ' • ,, 0 8 11 11 I II �1, 1 1 , , I "' I /2 -·,:, -------- J L - -- - - - --_J L ------- ----------_ __J L_1_ - ----- = =><= = = = = .. d L ' .�� ., ' I ca I �rl- Q I CO I J .,· ' ' 'i' , ll I I" ------ ----- V ----- --- K OOD F ., , 5• w1�E c0Nc,s1DEWALK _, ,, ,, -@ 5· wiDE clJNc, s1DEwAZK 60 -, ooF -, , ., ,, ' ' @ =-·"-·o- , -�5--��1D- Ec--{o�: . SIDEWALK" 3' 4-A" 1 3' 4-A" 1 SEE CIVIL SITE PLAN FOR CONTINUATION 2· -""' I I ,-13· -4.l" -¥.'\ ••( I,. 2 1 1 �'J_O',' 25'-0'' 49'·1�" 14'-0" 36'-0" 14'-0" , 24'-6" , 2 33'-lz" I 14' 0" 61' O" 14'-0'' 24'-6" -2 2'-7,£ SEE CIVIL SITE PLAN FOR CONTINUATION , , , , 25'-0" 25'-0" I. 25'-0" 25'-0" 1 25'-0'' OF SIDEWALK AND OF SIDEWALK AND CONCRETE PAVEMENT , , 21'-8" , 21'-8" 21'-8" , 25'-0" 3 0 0 25'-0' " 25'-0" , 25'-0'' 0 7 0 9 365'-0'' 01 PROPOSED FLOOR PLAN 25'-0" ,, 25'-0" @ 11) (¾a) 01 A4.10 ® 13 8 � SCALE: 1/16" = 1'-0" ----±fl HI fl I€±3 1111111111111 ' � ' CONCRETE PAVEMENT ® 16 LEGEND 2 HOUR CON5TRUCTION TYPE D-2 BLOCK -UL DES. U905 8" CONCRETE MASONRY UNITS METAL BUILDING GUARD RAIL -BY OWNER FIRE EXTINGUISHER Project: PROPOSED BUILDING FOR D&D WELDING 5300 SOUTH STEEL BLVD. FT. PIERCE, FLORIDA Key Plan: l55ue5: No.: A. B. C. D. E. F. G. Architect: Date: 03/17/20 De5cription: CLIENT REVIEW 03/18/20 CLIENT REVIEW 04/14/20 CLIENT REVIEW 08/25/20 CLIENT REVIEW 08/31/20 CLIENT REVIEW 12/10/20 CLIENT REVIEW 02/10/21 PERMIT SET DONADIO & Associates, Architects P.A. Consultant: Drawing Title: 2001 9th Avimue, Sultl!I 303 Vero Bea:::h, FL 32960 Tel.m.794292.9 Fax.m.562.8600 Lii::en5e .\lo. AA0002'2:33 www.olonadio-arch.wm FLOOR PLAN Re-forence Noreh Drn: Dwg. File: MT Chd, XREF File, AJD Project No.: Plot File: 2019-54 Sheet No.: Cert. No.: 12456 Date Signed: A2.10 Co�le,frt;(Q 2020, Donadio & A,:100::l;rtai, Ar-chttecte. P.A. A2.10 A2.20 Roof P.pdf , t � gl <Cl I , '' , �� '- ,, � � z a 5 a 9 d I� ' � a B I8 � a I8 Ia ----------V ,..150' O" -16'-B" 10'-B" 23'-0" 12'-B" 12'-B" 12'-B" 12'-B" 24'-6" 24'-6" , ' ' ' , ' , A /4\ /4\ -..::..437 "-4,3)' �'3/ � - �-� 11 71 7 1 7 1 7 1 7 ,_ 7 -I SIM l I · lf 01 I 01 f 01 I H PURLINS@4B"OC-SEE • I I✓ , ;1 STRUCTURAL DRAWINGS W10x12 I � METALROOFPANE�OVER � 11 11 11 � 11 11 � I I g \� PERLINS BY BUILD! g � g � g � ffi tP I MANUFAc-fURER (5) I,() U)t() U)ti) v 11• 11 · 1 r 011 'Ir 011 n- MASONRYWALLWIRAKE • 1 I/ --- I , ----- � i� ------------n ----- n ------ n -----n -------++ -------BEAM (TYP) ----·� ------------- I / I I �M ' � GUTTER ABOVE - - ' , � V k � ' �� I /v / /01\ /oi'\ /o"i\ "y' "y' 02 ENLARGED ROOF PLAN 140'-8" ;;=METAL GUTTER BY BUILDING MANUFACTURER EDGE OF ROOF ( � F C OF BUILDI NG BCL 1 I/ I/ v/ � ��K/ v/ METAL ROOF PANELS OVER , ,,, PERLINS BY BUILDING UJ 3 "' """ MANUFACTURER. N I/' /FACE OF BUILDING BELOW "----METAL GUTTER BY BUILDING MANUFACTURER @ <1' 'So, UJ IL N a � J "' 01 ROOF PLAN SCALE: 1/8" = 1'-0" /a,\ �4::o/365'-0' 150'-0" , ( -------------------------------------- ------1 I {[ 71 11 71 -� 71 71 71 7 ' I --��-------- -- -�V-----'v �--��---�- -------� -- ------ I I I --��------��--��7'""��--��---4�-------- -----� I -- I v,,_ 11----11-------,,--II j lill----11---i,-7------ -----1--I I / ii ii II II ii ii II I L _________________________ � --->------__) A � V UJ [L N a � J "' I I RIDGE LINE UJ ,._ 3 N "' � I ""-/> I 365'-0" ./4'.j"\ y SCALE: 1/16" = 1'-0" ✓'So, UJ IL N a � J "' UJ ,._ 3 N "' � """ I/' 75'-0' #14 X 118" S.D.S. (2) PER GUTTER STRAP#14 X 71B" S.D.S. (12") O.C--+-n GUTTER STRAP'--� EAVE GUTTER/ 1/B" POP RIVETS/ DOVv'NSPOUISfRAP--� DONNSP0UT --+---0 4" INSIDE CLOSURE TAPE SEAL --ROOF PANEL \EAVE STRUT 11---SIDEWALL PANEL 03 GUTTER AND DOWNSPOUT DETAIL GUTTER AND DOWNSPOUT SIZE AND LOCATION BY METAL BUILDING MANUFACTURER ' /a;\ oi �;3/ ' d,) B , SCALE: 3/4" = 1'-0" Project: PROPOSED BUILDING FOR D&D WELDING 5300 SOUTH STEEL BLVD. FT. PIERCE, FLORIDA Key Plan: l0sues: No.: Date: Description: A. 04/14/20 CLIENT REVIEW B. 02/10/21 PERMIT SET Architect: DONADIO & Associates, Architects P.A. Consul'tant: Drawing Title: 20019th Av-,nu� Suite 308 l'ao Be.!ich, FL 32960 T�.m.794.2929 Fa�.m.562.8600 Llcen,:;e; No. ANJ002238 www.donadl�srch.co� ROOF PLAN Reference North Drn: MT Chd: AJD Dwg, File: XREF File: Project No.: Plcrt FIie: Cert. No.: 12456 Date Signed: 2019-54 Sheet No.: A2.20 CopYrl�ht'.:¢: 2020, Donadio & Aooo,::l,rt,,a, Ari::hlt&:te, P.A. A2.10 A2.30 Enlarg.pdf ' ' . (_\ / , __ 9 b N kl' ,. s ,. <J 5'-4" ,. 6'-4" • w C 11111111111111 I � � I= � B" 15'-811� � I= � � I= � � � I= � � ELEC./AIR COMP. I= � I= I 109 I I= .--. � , � - I= � AIR COMP, I= � -c- - - ,�120 GALLON AIR � � � I= � � I= �---· --- -AIR COMP, - , - -- -11111111111111 lr"\I COMPRESSOR 480 3 PHASE 10 HP (TYP,) I 111111111111 1111111111 111 � 8'-4" "' 11 1111111 ® � � I= � � � I= � � I= � � � I= � � I= � � "' I= � � I= � I= � � � � I= � � I= � "' 11 1111111 Lj 11111111 B" .(EYE/ ·WASH_) ' ·--J ! 4'-0" @ " 10'-0' CLEAN ROOM � .. I1oi I 09�0B 1~g 11111111 Ill 150'-0" /•, 29'·4" . "' 111111 11 11111111111111 I 11111111111 I 1111 111111 I 1111 11 I I I I 1111111 I I - � - � = I= - � B" 22'-4" B" � � = I= � � = I= � � "' '" = � - � - STORAGE � = I= � I= I 107 I16 1-411 6'-011- � - � = I= = - I I I 111111 I ,-- 'MOP (WH: /EYE' WASHII SINK , /_ -- - � - (;> -B" 5'-411 � B" = <S) - JAN � - - � - - � = = I= - � - 11001 � "' 11 I 111111 11 11111111111111 11111 I 111 I I T lr"II ' 4'-0'. @ 111 " ,fa•-ou I ,-- ! , ' FEMALE I 105 I �07 @ 1111111 10'-8" 11111111111 " ' , _(:_JJ1 >: ' ' I / ' /·�._ __ -.L� -- . / :-< r �(_-)t ' ------, ,., )}!---, , . l � r , ' 11111111111 = = = = = = = = = = = 11 1111111 ' " l:;c�,;, '_J I I ' /.' ' I I , ' I cr--'--7.J /• _____:,, __ . � l I l I " 1 --.,,· ._, -<i 4'-0" @ I I 12'-01\' ' / ,/ /// ,(;>'. ;,/;/ ____ MALE ,'@i' ' d\,_ __ J I 104 I M} 06€>05 1rt // 11 1111111 11 11 8 ' ! 6'-0" ,. 4'0' 10'-8" I @ 1111 I II 1111111 I 111 11 I \ � � I= � B" 12'-0" B" � � I=� � � � l I= � � � w I=z � I ], OFFICE � __J I= �I I= u I 103 II-I [,� 2 I= � � I= �� I= � � � I@ � I= � \ \ � I= � 11 I 111111111 1111111 TT I� "'ii � I ..�. fb L/ � � 'i I---\ • .. 20'-0'' 3'-4" 1'-8'� .. 7-8" 6'-4" 7-0" ,. 3'-4" t j•.4" 3'·4" 16'-0" 3'-4" ·-a .. 9'-0'' 3'-4" 1., 2'-0" . . . -- g------=r --- ----- �-_______ JBI ___________ �-;- ___ 181_ ______________ - � ---------- - - - - - - - - 4'-0" \ 111111 11111 II MALE I 104 I I I 6'-0' 111111 11 111111 ,! w =cc-t:�:--1 � [Jr I 11 f-------, 12'-0" 02 ENLARGED PLAN 10'-B" 14'-8" I I I I I I 11 I I I I I I I I I I µ.Ill lu ll_j_l I.Lill llll 11l.l.lJ::� --=-:::1.Lt:= 1=11lllllllL 1.11 .LillI .Ll.j I I I I I I I I 11 I = = =8" 12'-0" = = = = I I 8" I f I - I I - I I I I OFFICE I 103 I = = OFFICE 1102 1 :{!] -7= I - I = - I l - ' = = I I "' - I " - @ = = 8" I 5'·4" 150'-0" /1,,-; 4'-0" � @ '¢,4:9f "' I 111111 I I -' 7-8" . 1111111111 I 11111111111 4'-0" "' "' 48'-0" I W10X12 BEAM ABOVE::.: • (SEE METAL BUILDING STRUCTURAL DRAWINGS) BREAK ROOM 1101 1 SCALE: 1/4" = 1'-0" 7-8" 11111111111 I 11111111 I MW I 03 --7I MN IL I MW L -I- - I MW I 4'-0" 4'-8" ,, f-------,11 f-------, 111111111 3'-4"''--...'. 3'-4" '78 111111 I = I = -B" - 9 -I - "' - �� - � = = ., <a �@ <?O '' b '<- N /; � __ , = - = " _, 9 -' - "' = = - "' \ 111111 11111 11111111 I I """ I ,- I,- """I I"" I"" I 8F 3'-4" 9'-0' 3'-4" 1., 2'-0" 3'-4" 7'-4" .. i'-4" 1'-4" 3'-4" . . . . /ol\ 14'-411 01\ b � 18'-4" 1r71'' L:1/ 3'-4" ,, 3'-4" • � ------ I -------------- =- -,---, ____________IL.JI ______ -----------= -------- �----------------=-� f---------------=-----� �----------=----1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I c: 01 ENLARGED PLAN SCALE: 1/4" = 1'-0" LEGEND -ffE8 1 -fi -fi 1 -ffE8 1111111111111 ' ' 2 HOUR CONSTRUCTION lYPE D-2 BLOCK. UL DES. U905 8" CONCRETE MASONRY UNITS 3-5/B" METAL STUDS SPACED 16" 0.C. WITH S/8" DRYWALL BOTH SIDES. CONSTRUCT TO 8'-0" A.F.F. GUARD RAIL -BY OWNER � FIRE EXTINGUISHER Project: PROPOSED BUILDING FOR D&D WELDING 5300 SOUTH STEEL BLVD. FT. PIERCE, FLORIDA Key Plan: Issues: No.: Date: Description: A. 04/14/20 CLIENT REVIEW B. 12/10/20 CLIENT REVIEW C. 02/10/21 PERMIT SET Architect: DONADIO & Associates, Architects P.A. Consul'tant: Drawing Title: 20019th Av-,nu� Suite 308 l'ao Be.!ich, FL 32960 T�.m.794.2929 Fa�.m.562.8600 Llcen,:;e; No. ANJ002238 www.donadlo-srch.co� ENLARGED PLANS Reference North et Cert. No.: 12456 Date Signed: Drn: MT Chd: AJD Dwg, File: XREF File: Project No.: Plcrt FIie: 2019-54 Sheet No.: A2.30 CopYrl�ht..'.:(: 2020, Donadio & Aooo,::l,rt,,a, Ari::hlt&:te, P.A. A2.10 A2.40 Reflec.pdf 11 ■I I I I D I D I I I I D D I I I D D I I I I D I D I I I I b I I 13 1 1 I LJ I 11 LJ 111 � ■I )� I I- < I 2 II I 111 11 I 3 ENLARGED REFLECTED CEILING PLAN I I SCALE: 1/4" = 1'-0" I I b I I �1 Ill• �i I I I D D D D ■I "u .., \;> I I .. 11 ■I 02 ENLARGE:D REFLECTED CEILING PLAN SCALE: 1/4" = 1'-0" '02103 Q?3J : -----------------------------------------------1 I a a a a a a c::::::, c::::::, I .... .... I a n n a n I a I c::::::, c::::::, -I ,_ ----------------------c::::::, c::::::, .... .... c::::::, c::::::, • .•: < ,. ' -, .,:· ..... . :,_-. ··, • •. .cr-1> .. ·,_ n a· n a u-.� - .· I n --· .-n. . n n ·-. '° : -n:-.. -,.,,- . ', '· : ·._ .· . · .. , '· ,,· ., _ _ ·: ' ·.,·.; ____ :,·._._ ·-, .. _ .· ', _;, ." . ', --------------,-------CEILING I ,n,,,-,w I I I I _, "� F- - -,----=rt-= --=-r=-=---, =--rr---=r----=------r ---, r---=r----=r-----==r ,, -= ----=,• �1 □ 1 11 n 1 □ 1 1 1□ 1 □ n 1 □ 11 □ 1 □ 1 n 1 11 □ 1 n . II 11 11 � 11 tt 11I I 11 I I I I 11 I I I 11 I n 11 D D I 1n D D D 11 n D D 11 D D . 11 11 I I 11 I � I I II I I II I I I II I 11 I I 11 D 11 n D I ID D n D 11 D D n 11 D D I I II I I 11 I I � I I I 11 I • 11 11 11 11 11 11 11 �1 n 1 11 □ 1 □ 1 1 1n 1 □ □ 1 □ 11 n 1 □ 1 □ 1 11 □ 1 n · •=-· -��-,.�lL-_ ��• =-L1=-==•·===-===>t===--• ===Md_ = = aF = = = =•c = = = =� IL= ci = = = d, ",.Y,,., T � T �.Y,:-! 01 REFLECTED CEILING PLAN SCALE: 1/16" = 1'-0" LEGEND I I 2 HOUR RATED CEILING I I 1' X 4' SURFACE MOUNTED LED Fl)(f[JRE 11 1' X 4' SURFACE MOUNTED LED FIXfURE WITH EMERGENCY BATTERY BACKUP A THERMOPLASTIC EMERGENCY BATTERY PACK AND EXIT LIGHT COMBO LEGEND c::::::::J I' X 4' LED Fl)(f[JRE c::!m c:::::::J � A I' X 4' LED FIXfURE �TH EMERGENCY BATTERY BACKUP LED HIGH BAY FIXfURE LED HIGH BAY FIXfURE WITH EMERGENCY BATTERY BACKUP THERMOPLASTIC EMERGENCY BATTERY PACK AND EXIT LIGHT COM BC I Project: PROPOSED BUILDING FOR D&D WELDING 5300 SOUTH STEEL BLVD. FT. PIERCE, FLORIDA Key Plan: Issues: No.: Date: Description: A. 04/14/20 CLIENT REVIEW B.02/10/21 PERMIT SET Architect: DONADIO & Associates, Architects P.A. Consultant: Drawing Title: 2001 9th Avimue, Sultl!I 30E> Vero Bea:::h, FL 32960 Tel.m.794292.9 Fax.m.562.8600 Lii::eM5e .\lo. AA0002'2:33 www.olonadio-arch.wm REFLECTED CEILING PLAN Reforence Noreh Cert. No., 12456 Date Signed: Drn: Dwg. File: MT Chd, XREF File, AJD Project No.: Plot File: 2019-54 Sheet No.: A2.40 Co�le,frt;(Q 2020, Donadio & A,:1,;.ocl;;rt.e(I, Archttecte. P.A. A2.10 A3.10 Elevat.pdf A2.10 A4.10 Bldg S.pdf METAL ROOF DECK OVER PU $+34'-2" A.F.F. RIDGE RUNS� = I = � '� EXPOSEDRIGIDFRAME/ STRUCTURE $+ a-o" DAllJM FIN. FL. I • '.'f """•'"""•'"""•'"""•'"""•'"""•'"""•'"""•'"""•'"""•'"""•'"""•'""' ,,, ,,,,, ... , .. ' .,, .. , .,, .. , .,, .. , ,,, .. , ... , .. , .,, .. , .,, .. , .,, .. , ,,, .. , ... , .. , .,, .. , .,, .. , .,, .. , ,,, .. , ... , .. ,.,,.. , .,, .., ,,,.. , .,,.. , ·'•">" , ... ,,,',,• ··•,•',,• ··•,•',,• ··•,•',,• ··•,•',,• ··•,•',,• ··•,•',,• ··•,•',,• ··•,•',,• ··•,•',,• ···,· ·,,· ··•,•',,• ··•,•',,• ··•,•',,• ··•,•',,• ··•,•',,• ··•,•',,• ··•,•',,• ··•,•',,• ··•,•',,• ··•,•',,• ··•,•',,• ··•,•',,••--••'••--••'•"·••'• '"••'••--••'••--••'••--•'••"·••'••--•'••"·••'••--••'••--••'••--••'••--••'••--••'••--•'••--·••'••--••'••--• '•''"••'••--••'•--·••'•"·••'••"'' r RIBBED METAL SIDING�) METAL PURLINS l $+20'-0" A.F.F. T.O. DOOR 30' WIDE X20' HIGH----------� STEEL ROLL-UP DOOR METAL PURLINS (TYPICAL) HOLLOW METAL DOOR AND FRAME I I 1111111 1111111 111111 � 0 � I 1,,/ " � @ 02 BUILDING SECTION (WEST HALF) 1111111 1111111 1111111 1111111 1111111 1111111 1111111 1111111 1111111 1111111 1111111 1111111 1111111 1111111 1111111 1111111 1111111 1111111 1111111 1111111 1111111 1111111 1111111 1111111 D oo, / @ 14' WJDE X14' HIGH_/ PAINTED CMU (TYPICAL)_/ STEEL ROLL-UP DOOR SCALE: 1/8" = 1'-0" @ � ■ @ '-HOLLOW METAL DOORS_} AND FRAMES (TYPICAL) I I \'-''W-''W-'''"-'''"-'''"-''W-''W-'''"-'''"-'''"-''W-'''"-'''"-'''''"'···,,,,,,,,,u,,,u,,· ,,,. ,,,,u,,,u,,· ,,,,,,,,,m,,u,,· ,,,. ''''"'''"'·'· ,,,,,,,,,u,,· ,,,. ,,,. ''''"'''"''"'''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''·•v.v•v.v•v.v•v. v•v.v•v.v•v.v•v.v•v.v•v.v•v.v•v.v•v.v•v.v•v.v•v.v•v.v•v.v•v.v•v.v•v.v•v.v•v.v•v.v•v.v••,,,.,,,,,_,,,,,_,,,,,_,,,,,_,,,,,_,,,_,,.,,,,,_,,,,,_,,,,,_,,,,,_,,,,,_,,,,,_,,,,,_,,,,,_,,,,,_,,,,,_,,,,,_,,,� METAL ROOFING ON STEEL ROOF PURLINS, TYPICAL. PROVIDE 6" VINYL-FACED METAL BUILDING INSULATION, R-19 MIN. ·1 0 tn <( w z _J <( 2 I @ ■ @ 8 METAL ROOFING ON STEEL ROOF PURLINS, TYPICAL. PROVJDE 6" VINYL-FACED METAL BUILDING @ INSULATIO�, �-19 �IN.� ii"\ +34-2 A.F.:-. � @ '!"RIDGE � I D D 8 " 8 \_HOLLOW METAL DOORS '---PAINTED CMU (TYPICAL) AND FRAMES (1YPICAL) 02 BUILDING SECTION (EAST HALF) L I 1111 1111 1111 I SCALE: 1/8" = 1'-0" $+ 30'-0" A,F,F. EAVE ______... , I METAL GUTTERS AND DOWNSPOUTS BY ---<-.____J METAL BUILDING MANUFACTURER, TYPICAL. SEE ROOF PLAN. �RIBBED METAL SIDING� METAL PURLINS [ \ � fTI11fl[[[[I 1111111 1111111 1111111 1111111 1111111 1111111 I � 1111111 1111111 1111111 1111111 1111111 1111111 Fi= $ + 20'-0" A.F.F. T.0. DOOR 0]� ---� . j__J I I I ::11 wlil I I I II 1111111 1111111 1! !Ii!!!! !1-- �� ! ! ! ! ! ! ! !�i STEEL ROLL-UP DOOR ---------- CRANE s�;���� 111 / I I ] 10' WIDE X 10' HIGH ------------..J 11 /I ISTEEL ROLL-UP DOOR m-----/hl $+0'-0" ?ArUM FIN. FL, I I I I I I I I I I I I I I � 1111111 1111111 01 BUILDING SECTION SHOP 11uu I [100L �____[_[_ IITT __L_l f--� ;-� i SCALE: 1/8" = 1'-0" 1111 1111 1111 I I I I 8, 1111 1111 1111 1111 1111 I I I I 1111 '----14' WIDE X 14' HIGH STEEL ROLL-UP DOOR MET AL GUTTER AND DOWNSPOUT II J.------RIBBED METAL SIDING METAL PURLINS 1111 1111 1111 METAL ROOFING ON 10"STEEL ROOF PURLINS, TYPICAL. PROVIDE 6" VINYL-FACED METAL BUILDING INSULATION I 2 HOUR RATED ROOF/CEILING ASSEMBLY (SEE 21;�-�:-_ fi I 1111 1111 1111 "1--, ,,,v 8 k i 2HRRAfEDTYPED-2BLOCKAl, I 'l-BREAK ROOM. (SEE 02/A2.30) [ : BREAK ROOM I [ 5/8" STUCCO FINISH [_ii[] : , 8" CMU WITH l e--. ! HOLLOW MET AL OOOR AND ! ! I c-FRAME (90 MIN. RATED) I j · · · · / ·.·. ,. . · . /A: '/s;..>.·s<•/:<c.·-, /,/i'f• 1 .•. _>;, ::•(ff!_.f::r.< /��/ :s .,, ,. A : ·� y_:/,,CZ' )>i'.':i>¾ <">' ----". ·� -. -. -. 1/ -. -. -. � RIBBED METAL SIDING MET AL PURLINS 4" VINYL-FACED METAL BUILDING INSULATION R-13 MIN. SUPPLIED BY METAL BUILDING MANUFACTURER. METAL PURLINS (TYPICAL) HOLLOW METAL DOOR AND FRAME (TYPICAL) CONCRETE SLAB AND FOOTING SEE STRUCTURAL DRAWINGS) _J w tn w z _J 2 Project: PROPOSED BUILDING FOR D&D WELDING 5300 SOUTH STEEL BLVD. FT. PIERCE, FLORIDA Key Plan: Issues: No.: Date: Description: A 04/14/20 CLIENT REVIEW B.08/25/20 CLIENT REVIEW C. 08/31/20 CLIENT REVIEW D, 02/10/21 PERMIT SET Architect: DONADIO & Associates, Architects P.A. Consultant: Drawing Title: 2001 9th Avimue, Sultl!I 303 Vero Bea:::h, FL 32960 Tel.m.794292.9 Fax.m.562.8600 Lii::en5e .\lo. AA0002'2:33 www.olonadio-arch.wm BUILDING SECTIONS Drn: Dwg. File: MT Chd, XREF File, AJD Project No.: Plot File: 2019-54 Sheet No.: Cert. No.: 12456 Date Signed: A4.10 Co�le,frt;(Q 2020, Donadio & A,:100::l;rtai, Ar-chttecte. P.A. A2.10 A4.20 Wall S.pdf A2.10 A4.21 Wall S.pdf A2.10 A5.10 Interi.pdf A2.10 A6.10 Schedu.pdf