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HomeMy WebLinkAbout400 Specialty Pt (a)WRE AND ("ONDUlf SCHEDULE em k a MIA'" L dt3tlkng I� c� +1 I 1r tw 1-p11 � t-tz III I �'- i111 2 ion 2-02 I tM1 J 1_1L MA J Ai 32 141 7/C' - 61 1 iont �1I - I-0 t^ {IC 374 Zai 2 II h 1 04 ile %A... 3 30M q. 1140 3K , 30.111 1 li 2w 1-01 1-.im _ _Iq* . 3/f 3AA , 7 Jd 74' 1+10 1 1iq J/4' XA I 3041 Grp 37x1 3 Jb At .. _ N �47A 1 y tat 112d- 329 1 yIi - i-�iq 1T" I -f Q 1 _ 14 4p 2- I-ltp - 11 J 7117p)b W 60.11 2 Id x 2-im ... I_Aq. R 7 71 —17j_21 W 2-ptl . I I -eel I' la 7 Jt wi 3 L16 _ _ I-tp0 Ir_ t 1 7r +� 3-1ip 1 I-pIp 1 C 1� 1LLl 3 U +d 3-o{1•{{ I -P 1 Ile NA z 7Al 7 m I IX ICA 11 2u(1 1- 1Ile - .46 {t0.. 1 41131 1� 1 1� 1 I%t/ IOA1 t 22w' 2- _ - 11tl-- 1I/4 10 �7 10CA 3 Jt L♦ 1- 1 �E 1 I Ku )ll MOM 91KI. X 001 TfK 1IM1; 401 OR 114M/110 J11=T'1XPAW A VIII " {iIW, Mfl. O MM KL W l;l;lt7'R COM CUP"0 MA 2p{.!. K 1' WK (~v X MUN WNW WO 9 U? FCtt SJpA1I1 MIN* Ku ll m AS ULM RIR 1110w. W 20' 60'_0" 20'-0" 20'-0" For 51: I inch. 25.4 num -- 25'-0" 25'. to 2 5CFeW. AT 241 K. O.C. / (ONE PER HEADER FLANOE) ,• 2 P.CREFha AT244t D.C. 9CFiEN AT 24 A. O.C. 14r)(("I pk TE"On ShFATWNO TO EACH JACK AN0 rRM 614JO 2 6CiiC.W 8 AT 24 IN. O.C- (C"e PEA HFAM FLA 00 ALTHnNATE 06TAII) CUP AWLLE AUTACHEO WITH 3rJFik % W EACH LEU OF CUP ANUL8, MINMUMAML.a"s LENOM . HEADER CfYTH $A HUS 'I, IN. 1ACx snm) Klr.O alma) 8 iYK/G'YUf1AL .' � 6:�.A1HItI4 F.iC'1TFtlOR ALT ETTNATE DETAIL (COX e"M HEAD" FIGURE RWJ.0 Ii#MER DMAIL 4TE ATTAC4 iEU TO 001 H E BOX BEAT,! HEADER ANO "3TUO IH SCw1/3, .IWM PLATE LEIiOTH+ ADER DEPTH MINUS 112 IR All plun1bjn9 is to Conform to the 20011 Florida BLtild1n2 Code -o" 12' x 11' Door 25'-0" — 120'-0 rot SI: I imb = 25A mm. Fu sl: I itch=25:1 rmu. SCRENS I IN O.C. (TYPJ FIGURE 116W.3.5 HOLE PATCH 6IN. MIN, PLATE, H TPA;K CKNEGS j '4 6CnE' 4S ON EACH GiQe OP $PUCE STUD GECTION INSICE TRACK FIGUHE H6003.316 TRACK UPUCE 12.x14:Door, _ J J (; 111 Foa sl: 1 inch w 2:5.4 mrrl. F11 400 ANIP Panel _ LIZ — Located Above 13atLroorrts V 3 'fon C:ondeusIltc hilae to Exterior / h SCREWS IN FLANGE' ST1/D eLOCtptk3lrJ3ICE':lAU. TPACK (MIN. TACKNEW AS ''WALL STUD) a IN. MIN. Farthest Distance ::= 119' Ls(L5 4040 4040 See Site Plan for Sidewalk Requirements WALL STUC ANCHGO WXT FIGURE R603.3A(I) wALLTo FOUm1mon CONN15CTIOFI All r]w-frieni IS In CnrTfnrm to thr. 900? Nnlimml Plwrtr-ir�d C'orlp xv/ Qrrsaa,rinr rTic ,5 �{a 15 Recess 140111ing on Tinter Switch Drain Pipe to Exterior 2" x 6" Attached with 2 - 114" x 3" Screws . W) eaeh Vert. - Mill. 2 Screws per Vert. Simpson LUS24 Buckets Firewall A/C Unit by Others \\ { / / I Drip Pan w/ Shutotl' Switch Drop C'eilillg -3/4" Plywood 19lnsu1,16011 2" x 6" (cv 16" O.C.'s -R19 Insulation —1/2" Drywall _ 1/2" Drywall 9'-4" " Drywall May Vary 1/2" Drywall A/CLOCATION DETAIL r1A.s. A 2',X Tor OPTIONAL 2'x 2' DROP CLILIl dG IS TO BE INSTALLED AT'tIII; 9'.1" LEVEL WTI '11 GRID SYSTEM (BY Mum).LSROP (,EILINGININSrALLED AT TIIE $' LEVEL. ALL INTERIOR FRAMING TO 13E 25 Ga STEEL (y) 24" O.C.'S. 21) INSULATION ABOVE AL. L DROP CEILINGS ALL INTERIOR WALL FRAMING LS NON -LOAD BEARL%. DOOR SCHEDULE: ALL tNTERtOR DOORS ARETO O BI HOLLOW CORE WOOD OR SOLID WOOD STAINED OR I AINTLD SWING DOORS wlrD STANDARD TURN TYPE OPENERS SCHLAG OR EQUAL AND Av'ro CLosURLs. wAREl[OUSE DOORS To ILSVE PANIC ILARDWAIZE INSTALLED. FLOORLYG TYPE: RECEP'T'ION UZEA - (.'ONMERCIAL GRADE CARPE„r. RESTROOMS - CONIAIERCIAt, GRADE r1LI; TO 4' UP WALL LIALL.WAY AND OFFWE AREAS - C01*vLv1EkCIAL GR wE CARPET WALL FINISH: ALL WA ,LS TO BE 1/2" DRYWALL -PAINTED TRINI TO BE STANDARD WOOD - PAINTED WALL IN RCS„I'ROONLS TO IIAVE TILL; INSTALLED 4' UP FROM FINISHED FLOOR, Irl" DRYWALL ABO VE TO BL PAINTED. 2x Vii) 16" O.C.'s 105 DEN OTE S MIN. L INTE L IZEIQ U W&NI ENT ;SLE DETAIL SI1EE r DUE TO EXPANSION AND SIIRINKAGE OF 13LUEPRINI'S, WRITTEN DISTENSION TAKES PRECEDA.NCE OVER SCALING WIND SPEED = 1201111'11/3 SECOND GUST NVIND IMPORTANCE FACTOR = 1.0 WIND EXPOSURE C'ATAGORV = "13" EXT. C:OiNIPONANT/C-'LADDING =-1'11.9 '1'O -23.7 PSF 1VINDO\V PIZESSURE =+ 23.E TO - 23.1 PSF INTEMOlt PRL++ SSUIZL =+25.9 TO -28.1 PSF OCCUPANCY CLASSIFICATION— OFbIC'E/WAIZEIIOUSE (,ROUP "F" CONSTRUCTION -'I')'PEIV UNPROTECTED DOOR SCHEDULE: Front Door -Glass Store Front sv/ Auto Closure Rear Door - Steel W/ Panic IIardWttl•e and Auto Closure Office Doors - Wood w/ Auto Closers Warehouse Door - Steel 1/2 III„. Fire Rated W/ Auto Closure Bathroom Door - Steel 1/2 Ilr. Fire Rated sv/ Auto C hmire WINDOWS: 4' x 4' FLted Glass - to iNbutif. Specs. IT IS THE RESPONSIB[LITY OF THE CONTRACTOR'FO FIELD VERIFY At -L DIMENSIONS AND ADJUST ONSITE AS REQUIRED. This certifies that these plans meets or exceeds the 120 mph Willload regLlirementS —'—'---- -"--- -- -•.•-..•.•...••.,.....-.��.�..........-....-..........-.....v....,....,.„„........-.......,,.,m,,,...................„,.•,,,�,•,,,.o..,-.., �. e._.._.....�....�.......+,. - - . - -. '. - - - - - -- - - - - - ” - - --- - - - - - -- • v a v v v a a V l i i �i v v v -r 1..111 L l V x 1 V l tl t 1 1 V 1 1.11 L11 U 111 J By Date Revision qp. gg t�"�e�5�al1r..8tC���r� jilt. �G0�"-Qa�"2-�60�2....m.. �..lr°rrlltrrr: � CiWW �c2�a::121905 � 1 �,r2r�'a'�'�......_.....__._____..�_ �r.�_. Title ()� I''1;= ,%`fus4aedad �,Id. dfl'Ic!Ba,ea. �J.:�% Jv1.Tc. ,/}I�ar. °id'df3 1 1 905 ,lding t o i 1 r yy rt¢ Page: °9°. ,�A�iB -��°+Ir-d�a7r•�6� Lot 8 ,. 4 3l 4 rhwe11�1• ci eiu`tlllirllc.11�1 r �1Lammallbas'¢s¢sd/�. �%6'ttsm�dtr�earrS'��'�d-r�`�1�b(t�' ..- [ZH�V c.�a•rade: 8n _ II � � , �) 1�11`ctta.lt'e: CEIC O AU H. NO. 8272 1/ = �1ps�la �� � ss ark Irl nes 6z zz –6)P Io Vent System 60,_0" 20'_0" 20'-0" -- -25'-0 llte>r System Self +ContainedPre-Mantif. Paint Booth —� -25'-0" LLL -1-25'-O All I'lumbing is to Conform to the 2004 Florida BUildirl>,L1 Code 1{evisioo Btrndpuvotf, Wcrrlettt 321,91- 62GO -0 joh, 401-G82-4052 fv. 40Y -G82-8841 diwengr @ earthlitilt.net CERT. OF Aum. No. 8272 120'-0" L—G-8"--L--G-4"--� 14'-8" 1 9'-t3"- All Nectrical is to conform to (lie 2002 National Electrical Code w/ Amendments. . )ratea ya: GW W l 1905 Lot 8 - 'BUildinor .99c.;i s: R-1 1w &f 1/8" - 1' 'I psala BlUsiness Perk, 5'-8" 15' 15'-0" 15' 15'-0" ISI S'-(� t5 - Y -8" 5' 5,_8 , I1tle of Mage: (rust Flom I'lu_r ` hipp rig o g ' a-4 '1 t 11 t :, v.,, • 28'F• long x 14' vA,1de x 4/ hrtih +nri=nor df1ww;1,,w, 'W'(,- lonel x 1A._i" wrfie , -a" 1r?' h!rl'r, p�rtf;�rr..r -frrinn,;trrr'�, 9' hulh x 10 VX10 r?ntM"( P :Joor r 'id" ttitwafxrdl'at wrth -i Irh�jso 3 hp molor 11, f ,'A) (A NJ A Ar t'rflht 1H qdjkjgje galv.rnrlyd <,tof,l c orl"At it ti 'n • 10 4W, A tube fluoro-sennt hrPub h lUIVE. wrth cled' tet oP*Yred (aL►:=; + 1)(afl gouijv I PC#I1 nnn81 dour vnth Cf,-,jr !.�nrpr rr. d cllass r hitake/oxhriusl hlte^r�tlfrltr.r yrrrJs ?[h" x `1CY' • Air hafdn+dro fdsteller 3,,�dlant 1 UM,J, 2613' W(_)FO:Itl(i t 1 hJG 111 r (Great tot Truck: 2 Waist Optional features (call) 0 ii' x -i11• f ghdoSt � �rngle t,ha e,, niptr3r a Additional light hxturc .v:th rj aas Addrttonal2,1 rw_rrtltt r RArldilioral 44 I�mgW o Ark.IrU+.ur.dl.' hr�ry.Jii' W �)' x 10' dnvea !hrough floors r Add 1 V x 10' Front doors add 11 x 10 drive through door" Y a MAP Coy teed Ir1Sulated f rte Supl.Vhrstall IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND ADJUST ONSITE AS REQUIRED, This certifies that these plans meets or exceeds the 120 niph winload re(lUirelitertts of Section 1609, 2004 Edition of the 1101rich Building Codes signature: Yk"Fledel W. 151111bew. 9a. r. _6)hse•. r�/W,. 92,10 0 - > dfo Date I I 1K I 2'JAMB00PENING WID T H iF VERIFY WALL CONSTRUCTION CJI OP[Nlrl(-j WIDTH GUIDE DETAIL IYPE I GUIDE DETAIL TYPE 2 MAT'L STAINLESS STEEL MAT'L:STAINLESS STEE FINISH: 213 FINISI-I: 2B LL2 1/2" — WEATHER -71— STRIPPING —1 /2" -J2 1/2"-- HT NOTES: 1. GENERAL SPECIFICATIONS SEE SHEET 1. 2. APPROX. WT. OF DOOR IS 1428 LBS, 3. DOOR DESIGNED TO WITHSTAND 20 PSF WINDLOAD. 4. THIS DRAWING COVERS GENERAL CONDITIONS, DIMS, AND SPECIFICATIONS ONLY. DO NOT USE FOR INSTALLATION PURPOSES, INSTALLATION INSTRUCTIONS AND DIMENSIONS ARE INCLUDED WITH SHIPMENT. --� 2 1 /24-- 5/8" WEATHER STRIPPING F- 2" All PlUmbing is to Conform to the 2004 Florida Building Code Revision (0. Mhkv 914,260 f1weau,,myet, zW-- 6,rldtt 82t91-6,2GO —[ SLAT: #5 - 22GA 2 1 /4" MATI: STAINLESS STEEL FINISH14 POLISH WINDLOCKS: NONE BOTTOM BAR DETAIL MAT'L: STAINLESS STEEL 2 FINISH: 2D L'alopm 42 ,rap . IS Fig. 28 Clear Floor Sj)ace at Water Closets La tI"we Fig. 29(b) Side Wall Fig. 27(a) Spout lleight and Knee Clearwtee ph. 40Y-682-4052 j1v. 407-68m-w-f"I rhwetigr @i ew-thlink.tiet: CERT. OF AIJ`F[t. NO. 8272 knee 04444bat,e r; vraw"Fl: Gww Mle.04ftt: 1dlw T- N All. lad chrotaf-co lwilio-- depth Fig. 31 Lavatory Clearances la r fr-'119 1�� 4-03 L 7- H1 2.4 610 Fig. 27(b) Clear Ftoor'Spacc 171Fmlil. 1 Clear r44i� C i El 4145 Fig. 32 (;Lear Floor Space at Lavatories 'rypo Vt - CWn Opmilmd SoMite Ooor Sttkihm 3," - Felt WimflwwsWp - Face of 'NiN Mountod OR APPROM EQUAL 1.0 GENER& `IA &" Rimy A. All RotllrQ S-w*a Dws shWl W a manufactured by Ilia WAson Comony, Ptv"u, Attam. Furrkh(4 maiefiah &k ak Indudd 08 Cuct6n$, bodani tooth, 7Ad", bfwjwAs, h=&, %ww&q 1Twjsw4Sn6 WO my wK" k0burn. S. Wwk jKA lo bo kioOW by The Cooker i Cwp" Mudes dnivi of, mdiixiel for, VM RWOUUM 01' &,Of OPLYNVIS W WA 9M" tO 040101111 Of access pwkW, and nnioh Vilriting. 1.2 QUakity AASUranoit A. CAuriix ro*Q s4mke dw-a alioll be &Wwod iD writhstard k Wit a by" (20) powds pv&itate W wkx*xA. WndloOwi duill be Iristaided on dws ovor14'1" hider. a. Ail PA" sevvi, i &6,i aug tia &*;7,W lij 0 u#mKk*d rti"knoti d 25 qd" w day W4 w Mwo max knum U( Ksm, openiking cyders [w iinj life of the dvx. 2.0 PRODUCTS 2.1 hkbWd A. The dw cwtaki " be ovialauded of InWiuwwded bitrip stwl %*%. rho gxWu 04Ckno" sW W d~ as fokwd: 1, 20 6u(sp with a No, 5 (mmuiffig 2-114' higto by W de") U slat Us **naWl by The Cvoksoil Company ffiadw width titres not exmW 24'4* and bia door heililikit doot not axwW i WI'. The fir"h en ft do" CWUAI skell be A pr wt, 2. '18 ~ No. 4 (measuring 2-31V high by V44 (Jeep) IM slat as dosignsW by Tt* Cot win Couipuny it the dyer width axoaads 24W and fire door tmiiow dom not exowd i8W. rho finish on the d" t"tain "I be #4 pawl. S. tb* Wim W, " ou"t a twu 1111' sU"b" sisal w#at rrjachw*n* )o" licigetiew witty a i* dluTmWAiy1 w%wed towi edge astirallw oontlnuow aiawj 0* bo(lm. The fine on the bottom bur shWt be 94 polish. C. The guklles stiag. CGMi6t of 3 stailnlims dw arNm wted tooei# w. wilds 30 (wizews to kinrit a dwrinail for dw caUki ku bV4 and dheA kxkpde an ftfilKw Vw wari-oin wu*w #tkov cw&KKVGIY doN Ilia exiaikic Iso of ,M UuUa. The vrail aro* WtkAi shah W cw6nuotis twid histened to 1* Wftxf(1&1Q "whits wkh Inkini(xil 'Ire, haciturwa 0(i aw Cecile". rho finish w um uukjd aryjws UNA be -916, 0. Tha Lm;kets alvaX be vvistrwW or swel not lou dim 1/4' likk aM shed tie WW to ft wall aigleccidi mitknufa W faslaitto. The &i5h on b16 Ukkots shwill be cilia (1) Owl of siLinirA.&A *ne putt E. AN qwxv tYwlll Im curat inn with keth cwt from mociviria cod padwfa.Tbo;*tion Cr sW riot tea less T less n & pitch dk*rWtW. Thtom'' 'iWo sewn - W desiqx4 . traximan 60ut of not more than 30 poumv. V, the kiarral " ba stool tut4nq of not loss than 4' in diumotai. Oil (ampecutl tvcs� n ap6ilp isla bo cam of oonvk* Coutef bitimKi)g dw w�ht of tio ou" T1* bwi*l " bis cksOViod ire " dw tTmkriun da&cdm to .U3' pier tool (A fjPw*j1ww1. rho winp *a be 8*aw by hwwA of an morn wimA 'rho fin i on the twoA OW Lir we (i) Coat of biwze fW-kAiJb&g prim *It. W N " 0AWW's Of d* 1AVdwW- rhO fiWd IhA CoMain wukwpW baft to r"Arw 4 infiWatm. Tars MM Lw -1 4w him &"I bo 44 pow,. Z2 opotalkAl A. Cnaon cptwj&A dcot mw (*w wid clCeiq WM U nw .*nun of 30 POWAIS ot WkA utWzirrj an wimc6oiss drain " crust 4Txi rodtx-sx� q%trii. 2-3 LcakV A4&-�anisriia A. All Electrical is to conform to the 2002 Natiorial Electrical Code w/ Amendments. 121905 1/8" = P LmsteMJL'o,C�iU-1 184 Nuiemb,"r 12, R02 F hing 2 Iy T (datings 1/4 and I - I+ Hr (5,.-4 lidi 3) 0 --4 A (3 B'I L -4A eq tit Cw0ed CkkAu M"I Wu di;n ut air aj Ij S as. 56c C4 4atte 14WU (CO) o1quy n tg Fu- RcAw- V ff=iy 6jf r4rxj of h dal..'aLvid, I.Thiiiio Fawirt iu — CW uwAta A,0 w vx" to bd j4N tojo Vfwi1xxT1 x fwki&iDy W& dA lu;14 n*x T4abut diwo A (p oasis or 040) W +WOJ(u"rxg W*01 WAd) PON 0=6 a, Wxiadzd iiil&lmyl (Uk4ik K TKI; F*—N=J a dkil (cr wriii'mr) SOM JV#'Cfes' kf;tie ci tkid (Proctit fy WJ.0 *wq VrAkrk C Article 111 -d ilit 4wiaiel Cw&-il Ccdt 0411F'A 14c, 7%. spir3 aisfa,:oi of •urla ai iiican in il e :uili bolter. Rix! rad! inert rdclrk;ra} (ill r!ziecwiel b be irz�lll�tl xrh drtri a arm u Lim it fmrzt! owd tg Itm9ug im n 111: .5" t. LP 44 itz 39 1 Lot 6 - Z)feel bUilding Upsala Business Park IS) L-qent No. W -LA -2 129 Apdl 02, 2001 i 111 ri (5ev (taro I 't ?,d6jj —0,1 A Vi (46 I�uaj I ud 2) L 41 -,A SWIM A -A Mvklial UNA cr M!wWM xid PiCk Dw ia im UL rw?,m1i4wt Dxkq wd W 6JA Go 0aba Wed 16 n CC M ko eA pvxd aw :A 4 CC 44a -n%L bwly f A i`Ji t 6 qe�j it tu kilo drt rAq 1(uw KW iiaevA M xhkdi it It 1Uww1*w1, rimer !rg�nad nn 191 i�us ul tail twa�i.1]s fuhvo4t i}>�a �r+2 ecu! uF etdraw,kmlt'�c;�pa Keay lot awwk A.NYVad Wwik LRVQI*—N(Q2 i- &w (firuTa3i) WA&WR PDfii=rI"iC* !sulk Wei;VA Vum" a 049l)) dd w'wtod ("L wsa# (x md);Wll V*xwl 114 "'cald VKt*to . I . i}eU Ea Mie 0 is (yAkiAwied) w mus alit k 1w &DI Aia I puffil MaDve"qu XiMFOA11441 1 VWM111164 ii4if, 1 Nydill C"kkT*(FVQ P0 —Nca 2 is. diii tar iriuAv) &WAi il) iiiiid;m FVC m4 IV i;w iljo%4 l orsrj�pj iy%VjMLTk Oft W P"*j0-rqp:6q Uld ic WiA IA .1 a OLA A (fes ,x gMily) M4 rytitcat. Pei wtZw I-,wi khxn* rdper*" c4qai% dull Lc inift IA iv Wmax I -A A. hdtvr�MlL 0. Tki, VgW if C-41 W%rW' — 04 .-Mia W li. 4rkkLxw a, fig urea rd mlT acd ri iris -Jit m1a, (kib wh IrA "fbw of wd. Ad&W Pill 1,w4i tu lit bww wh Mi I adm U4 im ztpam it ktu)w av" dic Kkt*`111 i an. rRLW-,o W — )lfyj6;p lAirwivii AfryTx 34eg da UL Vied Wti-ANA Ae st Ito If IS ME RESPONSIBILITY OF THE CONTRACrofw TO FIELD VERIFY ALL. DIMENSIONS AND ADJUST ONSITE AS REQUIRED. This certifies that these Plans meets or exceeds the 120 mph WilltOad re(ILItrements of'Section 1609, 200/1 Edition of the Florida BLIildillg Codes 1'ltle of 1"age: 01 1"?13e. !,%rr. 137/0 signature: A - y Waco 4 6 wwev L'alopm 42 ,rap . IS Fig. 28 Clear Floor Sj)ace at Water Closets La tI"we Fig. 29(b) Side Wall Fig. 27(a) Spout lleight and Knee Clearwtee ph. 40Y-682-4052 j1v. 407-68m-w-f"I rhwetigr @i ew-thlink.tiet: CERT. OF AIJ`F[t. NO. 8272 knee 04444bat,e r; vraw"Fl: Gww Mle.04ftt: 1dlw T- N All. lad chrotaf-co lwilio-- depth Fig. 31 Lavatory Clearances la r fr-'119 1�� 4-03 L 7- H1 2.4 610 Fig. 27(b) Clear Ftoor'Spacc 171Fmlil. 1 Clear r44i� C i El 4145 Fig. 32 (;Lear Floor Space at Lavatories 'rypo Vt - CWn Opmilmd SoMite Ooor Sttkihm 3," - Felt WimflwwsWp - Face of 'NiN Mountod OR APPROM EQUAL 1.0 GENER& `IA &" Rimy A. All RotllrQ S-w*a Dws shWl W a manufactured by Ilia WAson Comony, Ptv"u, Attam. Furrkh(4 maiefiah &k ak Indudd 08 Cuct6n$, bodani tooth, 7Ad", bfwjwAs, h=&, %ww&q 1Twjsw4Sn6 WO my wK" k0burn. S. Wwk jKA lo bo kioOW by The Cooker i Cwp" Mudes dnivi of, mdiixiel for, VM RWOUUM 01' &,Of OPLYNVIS W WA 9M" tO 040101111 Of access pwkW, and nnioh Vilriting. 1.2 QUakity AASUranoit A. CAuriix ro*Q s4mke dw-a alioll be &Wwod iD writhstard k Wit a by" (20) powds pv&itate W wkx*xA. WndloOwi duill be Iristaided on dws ovor14'1" hider. a. Ail PA" sevvi, i &6,i aug tia &*;7,W lij 0 u#mKk*d rti"knoti d 25 qd" w day W4 w Mwo max knum U( Ksm, openiking cyders [w iinj life of the dvx. 2.0 PRODUCTS 2.1 hkbWd A. The dw cwtaki " be ovialauded of InWiuwwded bitrip stwl %*%. rho gxWu 04Ckno" sW W d~ as fokwd: 1, 20 6u(sp with a No, 5 (mmuiffig 2-114' higto by W de") U slat Us **naWl by The Cvoksoil Company ffiadw width titres not exmW 24'4* and bia door heililikit doot not axwW i WI'. The fir"h en ft do" CWUAI skell be A pr wt, 2. '18 ~ No. 4 (measuring 2-31V high by V44 (Jeep) IM slat as dosignsW by Tt* Cot win Couipuny it the dyer width axoaads 24W and fire door tmiiow dom not exowd i8W. rho finish on the d" t"tain "I be #4 pawl. S. tb* Wim W, " ou"t a twu 1111' sU"b" sisal w#at rrjachw*n* )o" licigetiew witty a i* dluTmWAiy1 w%wed towi edge astirallw oontlnuow aiawj 0* bo(lm. The fine on the bottom bur shWt be 94 polish. C. The guklles stiag. CGMi6t of 3 stailnlims dw arNm wted tooei# w. wilds 30 (wizews to kinrit a dwrinail for dw caUki ku bV4 and dheA kxkpde an ftfilKw Vw wari-oin wu*w #tkov cw&KKVGIY doN Ilia exiaikic Iso of ,M UuUa. The vrail aro* WtkAi shah W cw6nuotis twid histened to 1* Wftxf(1&1Q "whits wkh Inkini(xil 'Ire, haciturwa 0(i aw Cecile". rho finish w um uukjd aryjws UNA be -916, 0. Tha Lm;kets alvaX be vvistrwW or swel not lou dim 1/4' likk aM shed tie WW to ft wall aigleccidi mitknufa W faslaitto. The &i5h on b16 Ukkots shwill be cilia (1) Owl of siLinirA.&A *ne putt E. AN qwxv tYwlll Im curat inn with keth cwt from mociviria cod padwfa.Tbo;*tion Cr sW riot tea less T less n & pitch dk*rWtW. Thtom'' 'iWo sewn - W desiqx4 . traximan 60ut of not more than 30 poumv. V, the kiarral " ba stool tut4nq of not loss than 4' in diumotai. Oil (ampecutl tvcs� n ap6ilp isla bo cam of oonvk* Coutef bitimKi)g dw w�ht of tio ou" T1* bwi*l " bis cksOViod ire " dw tTmkriun da&cdm to .U3' pier tool (A fjPw*j1ww1. rho winp *a be 8*aw by hwwA of an morn wimA 'rho fin i on the twoA OW Lir we (i) Coat of biwze fW-kAiJb&g prim *It. W N " 0AWW's Of d* 1AVdwW- rhO fiWd IhA CoMain wukwpW baft to r"Arw 4 infiWatm. Tars MM Lw -1 4w him &"I bo 44 pow,. Z2 opotalkAl A. Cnaon cptwj&A dcot mw (*w wid clCeiq WM U nw .*nun of 30 POWAIS ot WkA utWzirrj an wimc6oiss drain " crust 4Txi rodtx-sx� q%trii. 2-3 LcakV A4&-�anisriia A. All Electrical is to conform to the 2002 Natiorial Electrical Code w/ Amendments. 121905 1/8" = P LmsteMJL'o,C�iU-1 184 Nuiemb,"r 12, R02 F hing 2 Iy T (datings 1/4 and I - I+ Hr (5,.-4 lidi 3) 0 --4 A (3 B'I L -4A eq tit Cw0ed CkkAu M"I Wu di;n ut air aj Ij S as. 56c C4 4atte 14WU (CO) o1quy n tg Fu- RcAw- V ff=iy 6jf r4rxj of h dal..'aLvid, I.Thiiiio Fawirt iu — CW uwAta A,0 w vx" to bd j4N tojo Vfwi1xxT1 x fwki&iDy W& dA lu;14 n*x T4abut diwo A (p oasis or 040) W +WOJ(u"rxg W*01 WAd) PON 0=6 a, Wxiadzd iiil&lmyl (Uk4ik K TKI; F*—N=J a dkil (cr wriii'mr) SOM JV#'Cfes' kf;tie ci tkid (Proctit fy WJ.0 *wq VrAkrk C Article 111 -d ilit 4wiaiel Cw&-il Ccdt 0411F'A 14c, 7%. spir3 aisfa,:oi of •urla ai iiican in il e :uili bolter. Rix! rad! inert rdclrk;ra} (ill r!ziecwiel b be irz�lll�tl xrh drtri a arm u Lim it fmrzt! owd tg Itm9ug im n 111: .5" t. LP 44 itz 39 1 Lot 6 - Z)feel bUilding Upsala Business Park IS) L-qent No. W -LA -2 129 Apdl 02, 2001 i 111 ri (5ev (taro I 't ?,d6jj —0,1 A Vi (46 I�uaj I ud 2) L 41 -,A SWIM A -A Mvklial UNA cr M!wWM xid PiCk Dw ia im UL rw?,m1i4wt Dxkq wd W 6JA Go 0aba Wed 16 n CC M ko eA pvxd aw :A 4 CC 44a -n%L bwly f A i`Ji t 6 qe�j it tu kilo drt rAq 1(uw KW iiaevA M xhkdi it It 1Uww1*w1, rimer !rg�nad nn 191 i�us ul tail twa�i.1]s fuhvo4t i}>�a �r+2 ecu! uF etdraw,kmlt'�c;�pa Keay lot awwk A.NYVad Wwik LRVQI*—N(Q2 i- &w (firuTa3i) WA&WR PDfii=rI"iC* !sulk Wei;VA Vum" a 049l)) dd w'wtod ("L wsa# (x md);Wll V*xwl 114 "'cald VKt*to . I . i}eU Ea Mie 0 is (yAkiAwied) w mus alit k 1w &DI Aia I puffil MaDve"qu XiMFOA11441 1 VWM111164 ii4if, 1 Nydill C"kkT*(FVQ P0 —Nca 2 is. diii tar iriuAv) &WAi il) iiiiid;m FVC m4 IV i;w iljo%4 l orsrj�pj iy%VjMLTk Oft W P"*j0-rqp:6q Uld ic WiA IA .1 a OLA A (fes ,x gMily) M4 rytitcat. Pei wtZw I-,wi khxn* rdper*" c4qai% dull Lc inift IA iv Wmax I -A A. hdtvr�MlL 0. Tki, VgW if C-41 W%rW' — 04 .-Mia W li. 4rkkLxw a, fig urea rd mlT acd ri iris -Jit m1a, (kib wh IrA "fbw of wd. Ad&W Pill 1,w4i tu lit bww wh Mi I adm U4 im ztpam it ktu)w av" dic Kkt*`111 i an. rRLW-,o W — )lfyj6;p lAirwivii AfryTx 34eg da UL Vied Wti-ANA Ae st Ito If IS ME RESPONSIBILITY OF THE CONTRACrofw TO FIELD VERIFY ALL. DIMENSIONS AND ADJUST ONSITE AS REQUIRED. This certifies that these Plans meets or exceeds the 120 mph WilltOad re(ILItrements of'Section 1609, 200/1 Edition of the Florida BLIildillg Codes 1'ltle of 1"age: 01 1"?13e. !,%rr. 137/0 signature: I TOTALS.K=24,3_50S.F. 500/41NIPERVIOUSAREA = 12,175 S.F. PROPOSED INIPERVIOUSAREA,= 14,983 SIA ERQ ION ME? SE[AMENT Q01ROL ND -TES - IMPERVIOUS AREA DIFFERENCE 2,308 S.F. I -Mirallo I tlo.x sill Follco 171 AN Eacv_qCN tCNTROL PLAN MALL BE PREPARED BY THE CONIRACloR AND APPROVED PRIOR TO SCHEUQLiNo OF PRE-CONSM.10VICA CONFERENCE, THE IvIrrafil 10ox Silt Felice ES NECESSARY 70 LIMIT ME 3' 1.3' CONTRACTOR SHALL EXECUTE ALL MEASURES - TRANSPORT OF ZEDIMENTS OUT!3IDE THE LIMITS OF THE PROJECT 10 THE REQUIRED RETENTION AREA VOLUME AND AMOUNT AS THAT ARE EXISTINO PRIOR TO THE COMMENCEMENT of THIS CONDITION VALL BE SATISFIED FOR DIE TOTAL ANTICIPATED CONSTRUCtICH PERIOD. pRoviSicri MUST BE MADE To PREV_RVE 2,808X 8.6" DIV. 12"/I't.=2,Ot2 e.f. Storage Required ALL SLOPES AI�E TO BESOLID SOD TH m e IN'TEGRIT'Y AND CAPACITY (F CHECK WEIRS, SEDIMENTS UASINS. SLOPE -0.0 DRAIN'S, CRAUINO PATTERNS, ETC. REQARED TO MEET THIS PROVISION ot -16 A.F. NIIN. SIDE SLOPESTO BE3 THROIJG111OLIT THE LIVE OF ji4e CONSTRUCTION. (;CNTHACTOR SHALL PROVIDE SPECIALTY POINT W HAY BALES, TEMPORARY GRASSINU ETC. AS REQUIRED 10 FULLY COMPLY V41H THE INTENT Of THIS Volume.Provided=2,MO C.F. (I'Depth) 4- STrJCXPIUNG MATERIAL, Top A rea = 2500 S.F. 31 -,r- -D IN SUCH A MANNER AS To No EXCAVATFU MATERIAL SHALL BE STOCKPILE (A ISCHAAGe OR BE TRANSPORTED DIRECTLY OFF THE PROLEV 0 ,RM'WATER COLLECTION FACILITY. N. r. s. IOM ­,,,�204S.F.+O SJ'.=3204 S.F. xl(11.5=1602 5.h, NTS Ir SITE OR IN TO Do ttom Area = 190 S.F, SWTION ANY ADJAcENT WATER BODY t3n STC EXPOSED MATERIAL Aira 16I)2x 2' depth 320-1 C.F. E ,,0 --Nltidfi 1000 Silt Felice - SOIL EXPOSED BY CLEARING AND ITT SURFACE AREA OF OPEN, RAW 00OWLE 7. GRUBBINO OPERATIONS OR EXUAVANUN AND FILLING OPERATIONS SIIALL Nor EXCEED 4b ACRES So LONG AS THIS OPERATION WILL NOT SIGNIFICANTLY AFFECT OFF-StIE DEPOSIT OF SEDIMENTS. P I led 3204 C. F. > Requ ired 2012C.F. Flume w/ Swrn Baflia INLET PROTECTION 17- Td TOP Elay. 34.6 THE coN51RUCTION OF SWALES AND T)IE STORM WAFER COLLECrION SYSTEM 0 SHALL BE PERFORMED PRIOR To CONSTRUCTION Of IMPEHIAOUS ARES. INLETS St E RU 3204 div. by 2126 1.5 ERU's - ---SIC I -- AND I. CA I`CtI BASINS SHALL W PROTECTED FRONT SEDIMENT LADEN 8TORIA (, A, P. N, ['.a 1 ION RUNOFF UNTIL THE COMPLETION Or ALL CONSIRUCTIONN OPERATIONS THAT Al' coHIRIDUTE SEDIMENT to 'THE INLET. 32.30 MAINTWANCE -Sock Wrapped Perf. Pipe (-'over ALL FEATURES OF 711E PROJECT WILL BE CONSTRUCTED TO EROS ON AND SEOIM 11 33.98 L ENT AND ''MALL BE MAINTAINED \"V, 34.25 PREVENT 1 335 Lmst. NIT.S. ClUkNu THE LIFE OF INE C(JASIRUCCION ISO AS 70 0 FUNCTION PROPERLY WITHOUT THE IRANI!�PORI` OF SEDIMENTS OUTSIDE THE 32.2 umiis OF THE PROJECT 35.0 0� DUST ABATEMENT Nfirafi I lltFellce DUST SHALL BE CON TWA I FO WITH USE Cf WATER AND CALCIUM r j Tax 4.1). -No. - 28-19-30-506-000-0008 SITE DAT ATABLE: ACRES: 0.558ACRES SQUARE.FOOTAGE: 24,350 S.F. CURRENTZONING:PUD SURROUNDING ZONING: N,S,b,,& W=PUD BUILDING SETBACKS: VRONT=25' REA it = 20'EXCEPT AT' RETENTION AREA SIDES= 1.5' EASEMENTS: FRONT= 10' DRAINAGE AND UTILITY SIDE= I0' DRAINAGE AND UTILITY REAR =10' DRAINAGE AND UTILITY WETLAND AREA: NONE WELL PROTECTION AREA- NONE AQUIFER RE( ' MARGE AREA. NONE 100YR. FLOOD ELEVATION = NOTONSITE UTILITIES: PHONE = BELLSOUTH ------- RECLAIlVI=`LI I V V.1'3A.N1AVKLR CHLORIDE. --- ----- - 33.81 31 P6 T SANITARY=CITYOFSANFORD 10. FOR ERD�=N CONTROL )JETTIODS OF CONSTRUCTION, REFER To SHEET 7, MISCFLLANIOUS CON91RUCTION DETIALS. WATER CITY OF SANFO RD _4 [14.06 7,_ 'T -4- V EL E CTRICAL = FLORI DA POWE R AN D LIG UIT 32.18 cti SOLID WASTE = CITY OF SANFORD BUILDING SIZE (TOTAL).- 7,200 S.F. OFFICE SIZE: 1,080 S.F. X 'NOT INCA DED WAR-EHO USE SIZE: 6,t20S.1" . BUILDING HEIGHT: MAX. =35 "ALLOWED ' IMPERVIOUS AREA: 14,183 S.F. OR 0.325 ACRES t PERVIOUS AREA: 10,167 S.F. OR 0.233 ACRES F F elegy. 36.0 A LLOWED IMPERVIOUS AREA: 50% OR 12,175 S.F. OR 0.279 AC RES mi 111, " 0 raff Silt Fence In5bliat,on Guidelines 'r*h Wthodg Joirlifig Seckfis of &t Rim-, A. Will Inrich 0. Wdw lrm6 o PIAtioli posh IG Overlap as silmn d 0a6v tests as ftmn 0 fxw- s Emato a 16.2ail x 15.20 [6' x 61 bwd &m. fr4q CwLill 110t vjxi: W; F ha Fair c "0 YJW mrlilitEf 01 & 3fAed WIT IXd 0116 hA (LITI. a-4 0 0,0 0 fonco ono c%Erxi ata tivill. PoiI3 f6, , 0( ilv pixts fiT di loy",Vld tb irk i P 1 7 mu. Y,<ub (cps of Wts by tA 0 Tdh C s Dio to itr Qt (j,,w4 and by 11,io trjo­'n Wic bard U''nt a to V avelq IN VtLV-h q its iX, Pr"k;*d 50 fwe $4 rea Wb Pmi* or &A $.11iol 3 rm kzw &xtionA !ey" A Fai ki'A J01tiloyd o PIAtioli posh IG Overlap as silmn d 0a6v tests as ftmn 0 fxw- s Emato a 16.2ail x 15.20 [6' x 61 bwd &m. fr4q CwLill 110t vjxi: W; ous sinwil to olevefil 110W. "0 YJW mrlilitEf 01 & 3fAed WIT IXd 0116 hA (LITI. mix"h. 0 0,0 0 fonco ono c%Erxi ata tivill. PoiI3 i Unive posts 1;0hfly togathi atil , 0( ilv pixts fiT di loy",Vld tb st4m W VA'Illmd on do-k110litam uda of (407) 330-6040 ti.t.s. mu. Y,<ub (cps of Wts by tA 0 Tdh (tri of wxt3 to mprilt 5qu� s Dio to itr Qt (j,,w4 and by 11,io trjo­'n Wic bard U''nt a to V avelq IN VtLV-h q rAx. kp h bdbTll of ttttcA &,&I t wd), 2fd two of tIIA Wt4wi 0i 41 VrAd ay 11vml 1i) (407) 302-9414 WM Trevi Sanford, Florida 32772 in carr jw be awjtT04)ed bj li y4 'to Tolapirione Bqllsouth W� 4 oil bitiv)IM 7W)d Ilrd IA q am Wk sot iiq to r1V at tie bme d Project Manager www.rtiirafi.com SIGNAUE =3' Y9 Act: um - C_P4 3 r1UI EACH SUCH PARKING SPACE SHALL UE CONSPICUOUSLY OUTLINED IN BLUE PAINT; ANO SHALL BE POSTED AND MAINUINILD fart A P"MWTW, ABOVE GRADE SIGN BEARING THE INTERNAHOHAL 5YUWL OF ?qc"WLITY. OR THE CAPTION 'PARKINU BY DISABLED PERW11 Of*Vf. OR BEARING 00114 SUCH SYMBOL AND CAPTIGII. SUCH SiGH3 SHALL NOT HE OEMCURtlD BY A VEHICLE PARKED Its THE 5PACr- ALL H"DiCA"CO PARMINO SPACES mu -,r BE S1G4 ED ANU MARKED IN ACCORDANCE WITH THE UTANUARDS ADOPTED IEI BY THE DEPARTMENT Of TRANSPOTATiON. 7- FLDOT RVECOMICUM MEASURING PARX1149 SPACE VAM FRO14 CIMXR TO. CENTER MWEM GLUE AND WHIYE StAlPIES, 13EE DETAIL SHEETS FOR MOTE CONSTRUCTION INFOIWATfON I T" "'a", 1'areiuem -- c P r 9,./ i d e r s for tt ie) City _(A_Q_qL1f 9 --rd Service: - Contact: Pv A TI 2n (1-0, "r a. Writer Et Savvar 93-A Paul Macre, P.E. ,I'., M.. Optional Asphalt Puveiirwnt (407) 330-6040 ti.t.s. YYI"!E IC. COMCRiEfe CUM4 tligh Setison Witter Table Found (�,D ., 4.3' Below Existing Grade INDUSTRIAL MIX FIDERMESIJ 6 THICK CONCRETE WIWI. COMPRESSIVE S ITIENOTH CF JM P.S.I. COMPACT SUDGRABE TO ACHIEVE A DENSITY COUIV. TO BOX OF THE MODIFIED PROCTOR (ASTM D-1057, AASHTO r-180) MA) MUM DRV ENSITr VALUE FOR A 09PIN OF 12 CONCRETE PAWMENT . .5E09N CONSTRUCTION AND MATERIALS To BE IN ACCORDANCE WITH FLORIDA CONCRETE & PRODUCTS A550Q, WC. DESCN & CONSTRUCIJON OF CONCRETE PAVEMENT MANUAL (LATEST E016'on) zx TL 2't TYP, 7-J.- 4' - 3.bp7 PS/ ,- cavcacre CONCRETE SIDEWALK DETAIL 12' PARKING BY DISABLED P P 3 EftMITMIT ONLY ONLY $250 FINE CITY OR0.32 1 1 NOTES I. ALLLETTLRSARC i'812,11106'G PER MUTCD. 2. top PORTION OF SIGN SHALL HAVE REFLECTCWZED (ENGINEERING GRADE) BLUE BACKGROUND WITH WHITE RErLECTCnIZED LEGEND AND BORDER, 3 aorTcm PORTION OF SIGN ' HALL HAVE REFLECTORIM) (ENGINEERING GRADE)WIT179 BACKGROUND WITH BLACK OPAQUE LEGCNU AND BORDER. 4 FINE NOTIFICATION SIGN GIULL ilAVEAREFLECTORIZEO BACKGROUND WITH BLACK OPAQUE LEGEND AND DORDA. 5 ONE (1) SIUN RECLINED FOR EACH VARKINO SPACE 6, riSIALLAI[ION HEIGH r GP GlCti SMALL BE lot ACCORDANCE Ai rH SECTION 24.23 or fit[ MANUAL ON UNIFORM TRAFFIC CONIROL DEVICES (MUrCD), City of Sanford, Florida HANDICAP FIGURE Dept. of EnUlnearing PARKING SIGNAGE H- and Plamilng (FLA. D.O.T. APPROVED) Cont. 2500p 1) si poured cone fl-t,d with 1 -45 rebir c 1 45 vert. rebar in 2f00 psi poured cell as shown on plan 16" Split Face Conc. Block 2- 95 Rt Cont. in 3000 psi cane. footer Wall Section nA.S. 34.78 34 Mural - I I OR\ 'Silt Fence--_ itrifi I 00s Silt Felice PARKING REQUIRED: 1-- 31.19 OFFICE SPACE � 1,080 S.F. DIV. 13Y 200 S -F= 5.4 SPACES 1 .33.85 1 1 1 1 1 111 WAREHOUSE SPACE Cy) 6,120 S.F. -2 SPACES/4000S.F. + I SPACE/1,000 S.F.=4 SPACES 1;5 2,900 S.F. ofRoofto Retentin Area r, , _1 1 - I I I In t I / V I I �1 LK 34.0 .3 5.0 PARKING 34.64 PROVIDED: 8 SPACES + I HANDICAP SPACE 9 SPACES " - F1 EC F!',x •34.0 _12.56 44 Rebar (M 6" O.C.'s 6 DENOTES EXISTING GRADE 34,06 , E'ach Way L -an I OOx Silt Fence Bolt HatIle to Elinin Concrete FILit-ne Section 33.98 DEN0T1_,'S l-,'XISTING GRADE Nfin, 6" Between Baltic and Won— LC) 18 SITE GRADING PLAN Fibeqda.s.,; Scum Briftle NOTES: DENOTES DFSIGN GRADE 4 x 4 Fibeight;3 Podt - 2 Required -+ Baill to be 6" abovead Below Weir 34.0- DENOTES PROPOSED CONTOURS 1. Each Lot is required to take back the calculated Usage of Sanitary Sewer. _Baffle Section through the reclaim water irrigation SyStell) PFOVidQd. 11A.S. 2. Lots are riot to be cleared until site development permit and other applicable permits are obtained/issued. 3. All sodded areas tire to use St. Augustine Type Sold. 4. There will be no outside storage or display of any material onsite. SPECIALTY 5. All Stop Bars arc to be 24" Thermo Plastic. POINT 6. All Stop signs are to be 30" High Intensity. 7. All Pavement Edging is to be Type "C" Curbing as shown oil Site Plan. S. Allwork within the R/W is to be returned to like or better Condition. Exist.NIAL 9. It is the responsibility of the Contractor to Field Verify all dimensions and o Existing Utilities before construction commences. 10. Existing Storiumater System is Owned and Maintaited by the Association. LOT 9 - 43.i3� 25 -2e.., 1, _60 2.6� II 11 t\ ~ i \I )\` 11 Pad:9W LH `-"'� If AspLnl[Paven:ietrtr,;Ilsedati Long ­ t __ -- ---- 0 Handicap Sign I 7­F'C�'tn f I 6"Thick - 3,0001mi Colic. Slab is to ab be consol uctud in front ofilie I)Uolpsj�r Landsc Entialicu ape _(R=3,,' 1) See Detail LOT 4 LOT 5 D Handicap lUnp .0. See Detail 30" Mot Intensity D.O.T. HandicapRamp L11)'-' �Lj \ /- 6" Curb Stop Sign 0, Landscape 30.21 DED NOT INC L IJ 5' :m 1 5' Stop Bar F h/ 10, 120' i L 0 D.O.T. Handicap Rarilp 3 9' 5 V 91 - ,' - --- q 7,20 11 EXiSt. CLII-De-Sac F 100. Wm vilou'u 6120 S. 151.61' E L EC. 13OX LOT 7 SEL-HIDETAtt. SHE"ETS FOR MOTE CONSTRUCTION INFORMATION LOT - SITE PLAN S.J. R. W. MD. Permit No. =X10-1 17-883 t2-1 I -.ft 5 Rebar from tooter to lintel In 2500 psi curie. poured (:Oil Y-4 4" Steel Plpotlilv-d solid w/ 2500 psi colic. f Grade Steel Ydepth at Ret. Pond 3,UOU pi cone w/ 2500 psi toric. II II I ()'clear DUIrIpster Bollard Detail I]. L S. Scle'ningType Lockilir Gale A sperate permit is fe(ll.lit'ed for Ckimpster DLIfl-IpStel' Plan n.t.s. Unlit e ry c P r 9,./ i d e r s for tt ie) City _(A_Q_qL1f 9 --rd Service: Location: Contact: Writer Et Savvar City of Sanford Paul Macre, P.E. P 0 Box 1785 (407) 330-6040 Sanford, Florida 32772 Solid Wastu City of Sanford Emily McCabe P 0 Box 1788 (407) 302-9414 Sanford, Florida 32772 Tolapirione Bqllsouth Mr. Martin Nosio 132 Commerce Way Project Manager Sanford, Florida 32771 (4071 327-0447 Elo,.trlc Florida Power & Light Charlie Johnuon P 0 Box 2149 (407) 328-1 V24 Sanford, Florida 32772 Gas Florida Public Utilities Mr. Dan Scribbons 450 S. Viwy. 17-92 (388) -368.9319 DeBary, Florida 32713- 9703 Cablu Mr. Marvin Uary arlul-Ilhouse Networks Construction Supaivisor 844 Maguire Road (407) 632-8809 Ocoee, Florida 34761 Fibar Optic Sonny Jarock Level 3 Cornmunicatlonit; Mapping Coordinator 1026 Eldorado Blvd. 877-366.3344 or 720- BroornE Q0, 80021 Qfiu�1161__ D,, i t e Revision -68,2-405,0 Pv�jvcf. 'fitle of Pag Y. -0ke. !�Vif. 9110 ------ & tesseel'outes jith. 4,07 GWW M(fle: 1212805 _,e: ft. U psal a'B LIS Iriess Park - ........ --- ------ - - . ......... Y. 0. Xvw 916,2260 Site mid Grading Per Comment Letter D,,tted 7 Octo er 2005 rhwengr @ ecarthlink.fiet In SlgnatLffe: CER'L OF AU'I'H. NO. 8272 fulw 40' Lo-ts 8 4 l?, - 0 &, - - o � F 'Pr T 1-1 F GENERAL NOTE S 1. MATER I AI S ASTM DESCR I PT I Oil STRUCTURAL STEEL PLATE A29 / A572 / A1011 HOT ROLLED MILL SHAPES A35 / A529 / A572 / A5OO COLD FORM SHAPES A553 / A1011 ROOF AND WALL SHFF_TING A653 / A792 BOLTS A307 / A325 CABLE A475 ROOF PLAN (LOWER ROOF) RODS A572 / A108 N G S "" InternaL Pressure coefficients: Find the EncLosure CLassification" on the Cover Sheet of the caLcuLations and/or the drawings (Open, Partially EncLosed or EncLosed). Use GCp i of 0.0 for Open, +/-- 0.55 For PartiaLLg EncLosed and +/- 0.18 for EncLosed. Components and CLadding wind pressures: The wind pressure for each member is based on the wind tributary area of that member. Therefore, an accurate generic vaLue is not possibLe. The Basic Wind Load can be found in the caLcuLations on the First page of each section for the roof and elevations. The coefficient for each member is Found adjacent to the member in the "Summary Design" area of the caLcuLations. The product of these values is that members wind Load. 2, A325 BOLT -TIGHTENING REQUIREMENTS BOLTED JOINTS SHALL BF CONNECTED AND 1N5PF_CTED IN ACCORDANCF WITH THE 'SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS_,JUNF 23,2000, RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS. UNLESS NOTED OTHERWISE ON THE KBS FREC-KION DRAWINGS, ALL A325 BOLTS ARE USED IN CONNECTIONS DEFINED AS SNUG—TIGHT JOINTS (ST). 3. 5-FRUC-I-URAL SHOP COAT PAINT THE COAT OF SHOP PRIMER IS IN -FENDED TO PROTECT THE STEEL FRAMING FOR ONLY A SHORT PERIOD OF EXPOSURE TO ATMOSPHERIC CONDITIONS. SHOP COAT PRIMER DOES NOT PROVIDE THE APPEARANCE, DURABILITY AND/OR PROTECTION OF AN APPROPRIATE FIELD APPLIED FINISH. KIRBY STANDARD SHOP COAT PAINT SHALL MEET OR EXCEED THE REQUIREMENTS OF FEDERAL SPECIFICATION TTP -636. 4. TEMPORARY PANEL STORAGE PAINTED BUILDING PANELS WITH FLUROPOLYMER FINISH ARE HIGH—QUALITY CONSTRUCTION MATERIALS. WHILE IN THE BUNDLE, PANELS SHOULD BE PROTECTED FROM HIGH TEMPERATURE, HUMIDITY AND MOISTURE, OTHERWISE, DAMAGE CAN OCCUR TO THE PAINTED SURFACE OF THE PANEL. PLEASE REFER TO THE WARNING LABEL' THAT KIRBY APPLIES TO EACH BUNDLE OF FLUROPOLYMER FINISHED PANELS FOR PROPER STORAGE PROCEDURES. 5. TEMPORARY BRACING BUILDER/CUSTOMER SHALL SPECIFICALLY NOTE THAT BRACING FURNISHED BY KIRBY IS INTENDED TO BE USED FOR THE COMPLETED BUILDING; KIRBY DOFS NOT REPRESENT OR GUARANTFF_ THAT THE BRACING WILL BE ADEQUATE AS TEMPORARY BRACING DURING ERF_CTION OF THE BUILDING. F. PANEL HANDLING METAL BUILDING PANELS ARE WAXED OR OILED FOR FINISH PROTECTION DURING SHIPPING AND STORAGE. THE WAX OR OIL MAKES THE PANELS SLIPPERY AND HAZARDOUS TO WALK ON OR STAND ON. THE WAX OR OIL CAN BUILD UP ON SHOES, GLOVES, AND CLOTHING MAKING CLIMBING OR WALKING ON OTHER COMPONENTS HAZARDOUS. 7. ERECTION NOTES THE BUILDING MUST BE ERECTED ACCORDING -I-O THE FRAMING PLANS, STANDARD DETAILS, SPECIAL DETAILS, AND NOTES TO ASSURE COMPLIANCE WITH DESIGN LOAD5 AND BUILDING COOF REQUIRF_MENT5. FIELD MODIFICATION OF THE BUILDINGS OR BUILDING COMPONENTS WHICH WILL AFFECT THE STRUCTURAL INTEGRITY OF THE BUILDING WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL BY AN AUTHORIZED REPRESENTATIVE OF KIRBY BUILDING SYSTEMS. 8. WELDING 'SPECIFICATIONS ALL 5I -IOP WELDS ON MATERIALS GREATER -THAN OR EQUAL TO 0.125 IN THICKNESS WERE PRODUCED IN ACCORDANCE WITHIN THE 2004 AWS D1.1 STURCTUAL WELDING CODE — STEEL. THE REMAINING WELDS ON OTHER THINNER MATERIALS WERE PRODUCED IN ACCORDANCE WITH THE 1998 AWS D1.3 STRUCTURAL WELDING CODE -- SHEET STEEL. ALL WELDING WAS PERFORMED BY AWS CERTIFIED WELDERS. JOB NUMBER: BUIL DER; CUSTOMER: LOCATION; 531818 SUN5PAN STRUCTURES UPSALA INDUST. PARK #8 SANFORD, FL TABLE OF CONTENTS DRAWING NO. DRAWING TITLE E1 ANCHOR BOLT PLAN E2 COLUMN REACTIONS E3 COLUMN REACTIONS — PAGE 2 F4 CROSS SECTION (F RAMF i_ I NE 5 ?--4). E-5 CROSS SECTION (FRAME LINE 5) FG ROOF PLAN (HIGHER ROOF) F7 ROOF PLAN (LOWER ROOF) 18 BACK SIDEWALL ELEVATION F9 FRONT SIDEWALL ELEVATION F10 LFFT ENDWALL ELEVATION E11 STUB COLUMN ENDWALL ELEVATION (FRAME LINE 5) E 12 RIGHT ENDWALL ELEVATION (FRAME LINE 6) F13 FACADE SIDEWALL ELEVATION 114 FACADE ENDWALL ELEVATION E15 FACADE DETAILS NOTE: K.B.S. I5 NOT RESPONSIBLE FOR SUPPORT OF MASONRY WALL BY OTHERS NOTE_: DRAWINGS DFNOTFD "D_ INCLUDE ALL ERECTION DETAILS NOT SHOWN DIRECTLY ON FRECTION DRAWINGS. EACH DETAIL SHOWN ON _D` DRAWINGS APPLIES TO THE SPECIFIC CONDITIONS OF THIS PROJECT. PANEL TYPE; GAUGE: COLOR: FINISH: SPECIAL REQUIREMENTS: STRUCTURAL PRIMFR; KIRBY LNGINLER'S SEAL 7�__�-- .+. . t. .t, c ri /" til RED OXIDE CERTIFICATION E XTE NDS ONLY FOR THE LOADS ROOF SHEETING; KIRBY RIB II 25 ZINC --ALUMINUM ZINC—ALUMINUM WALT.. 5HFFTING; KIRBY WALL 25 UNDEFINED COLOR FLUROPOLYMER SOFFIT PANEL: KIRBY RIB it 25 UNDEFINED COLOR FLUROPOLYMER FACADE PANEL: KIRBY RIB II 26 UNDEFINED COLOR FLUROPOLYMF_R DEAD LOAD; NORMAL WFIGHT OF META BUILDING COMPONENTS AS SUPPLIED BY THE MANUFACTURER THIS BUILDING 15 DESIGNED AS AN ENCLOSED STRUCTURE. ALL F_XTF_RIOR COMPONENTS \. (DOORS, WINDOWS, ETC.) MUST BF DF51GNFD TO WITHSTAND THE WIND LOADINGS SPECIFIED FOR THE DESIGN OF COMPONENTS AND CLADDING IN THE DESIGN CODE LISTED ABOVE . FORREST J. RUSSELL FLORIDA P.E. #51590 P.O. BOX 390 PORTLAND,. TN. 31146 (c) 2005 Kirby Bu i Ld i ncy Systems, Inc. 531818FIIX_CVR sas KIRBY LNGINLER'S SEAL 7�__�-- .+. . t. .t, c ri /" til i.s. of 0-;-z orni?t:l and rnav Y CERTIFICATION E XTE NDS ONLY FOR THE LOADS SPECIFIED ON K I RBY ' S PURCHASE ORDS R AS APPI_ I F_ D be used t( v'= z+ � t'1"- x 'iT3li a rtt rl,�zr:r s=. _= ; it to 0C cit"livery of thi, TO THE STRUCTURAL COMPONENTS OF THE BUILDING DF S I GNE D AND SUPPLIED BY K I RHY BU I LD I NG prflject, :15 =t F { " "' "z=' ' ``' `'' ` i j;, tt''b }�n�,cr. r.:1,I�s and Any INC, IF FRECTED AS INDICATED. NOTE THAT KIRBY�S ENGINFER IS NOTACTING AS THE �b►t'�"SYSTEM5 '' Yi►., tll�{t a � and ENGINEER OF RECORD FOR THIS CONSTRUCTION PROJECT. DESIGNLOADS HAVE BEEN APPLIED IN system. 1l any chant „t' c', .'' ,`,',r:'';'�. viings fi� =t. ACCORDANCE WITH THE FOLLOWING; -..�._._,.._u..,....�.�..�._r...�...�.�w...�.,�. 2004 FI ORIDA BUILDING COOL .��... _r....�.�.,�.._.�_�..,w__�..�..._�.,..._... OCCUPANCY CATEGORY: II COLLATERAL LOAD: 3.00 PSF LIVE LOAD; 20.00 PSF WITH TRIBUTARY REDUCTION MINIMUM LIVE LOAD: 12.00 PSF WIND LOAD;120.00 MPH FXP05URF B iw; 1.00 KzL. 1.0 DEAD LOAD; NORMAL WFIGHT OF META BUILDING COMPONENTS AS SUPPLIED BY THE MANUFACTURER THIS BUILDING 15 DESIGNED AS AN ENCLOSED STRUCTURE. ALL F_XTF_RIOR COMPONENTS \. (DOORS, WINDOWS, ETC.) MUST BF DF51GNFD TO WITHSTAND THE WIND LOADINGS SPECIFIED FOR THE DESIGN OF COMPONENTS AND CLADDING IN THE DESIGN CODE LISTED ABOVE . FORREST J. RUSSELL FLORIDA P.E. #51590 P.O. BOX 390 PORTLAND,. TN. 31146 (c) 2005 Kirby Bu i Ld i ncy Systems, Inc. 531818FIIX_CVR sas +�f WIND COLUMN REACTIONS ENDUALL FRAME LINE 1 - FN�AHE DL+LL+CLA LOAD DESCRIPTION ROW HORIZ 0.0 VERT 3.00.0 MOMENT DL+LL+CLC ' 0.6 0168 0168 0168 0.0 0.0 7.10.0 - 1.5- DL-ELL+CL .6DL+WR2+GWP E- 7.1 0.0 0001 DL+LL+CL 0168 G 0.0 3.0 -- 0.0 0100 DL+.75 (LL +CL+WLI+GIIS) A -0.5 -0.3 0.0 0100 OL-u.75(LL+CL+IIL1+GIIS) OBO1 C -1.3 0.6 0.0 0100 O L .7. 75 ( _LL +CL+WLI+GW5) E -1.3 0.6 0.0 -0.5 0.3 0.0 0100 DL+.75 (LL +CL+WLI+GWS) 0 0104 OLu,75(l_L+CL+ULIi-GI1P) 0.0 0.0 A 0.5 1 . 1 0.3 0_0 - ^ 0.6 0.0 0104 DL+. 75 (LL 1 CL+IIL 1 +Gl1P) C 0104 DL -f. 75 (Ll_+CI_+UL 1 +GUP) - E 1 . 1 0.6 0.0 01 04 UL+. 0100 DL 75 (LL+CL FWL l t Gl1P) G A 0.5 0.3 0_U -0.5 _ 3.1 0.0 -v. 75 (LL+CL.+WL2rGIIS) 0108 DLF . 75 (LL vW Ill_2+GUS) C -1.3 6.9 0.0 0108 DL+. 75 (LL-FCL+IIL2+G115) E -1.3 0.9 0_0 0108 DL+. 75 (l_L+CI_+llL2+GWS)-- G -0.5 0.3 0.0 0109 Dl_+.75(LLiCL+WR2'-GU5) 0,0 A -U.5 0.3 0.0 O1 o9 UL+. 75 (Ll_-fCL-FIlR2+GWS) C E --1 .3 0.9 0.0 -1 3 6.9 0.0 0109 Dl_+.75(LL+CL+WR2'GW5) .6DL+WRP 11_13 FL_15-1 L 18 _ 0109 DL+.75(LL+CL-+WR2+(;LI5) G G - -0,5 3.1 _ 0.0 0114 DL+. 75 (LL+CL+WL2+-GUP) A 0.5 3_1 0.0 0114 DL+.75(LL+CL+WL2IGWP) G C_ 1.1 6.9 _ 0.0 0114 DL+. 75 (LL+CL+IIL2 FGWP) E 1.1 0.9 - 0.0 0114 DL+.75(LL+CL+WL2+GIIP) G 0.5 0.3 0.0 0115 DL+.75(LL+CL. UR2FGUP) A U.5 _ 0.3 0.0 0115 OL+.75(LL+CL+WR2+GUP) C -E 1.1 0.9 0_0 0115 DL +.75(LL+CL+WR2+GWP) -4.9 1.1 6.9 0.0 0115 DL+.75(LI_+CL+WR2+GWP) G 0.5 3.1 0.0 0129 DL+.75(LL+CL+WL+GW5) A -0.5 0.3 0.0 0129 DL+.75(LL +CL+WL+GW5) C -1.3 - 0.4 0.0 0129 DL+.75(LL+CL+WL+GW5) E -1.3 2.5 0.0 0129 DL+.75(LL+CL+WL+GUS) G -0.5 1.2 0.0 0130 DL+.75(LL+CL+WR+GWS) A -0.5 1.2 0.0 0130 0L+.75(LL+CL+WR+GW5) DL+.75(LL+CL+WR+GWS) C E -1,3 -1.3 2.5 0.4 0.0 0.0 0130 0130 DL+. 75 (LL+CL+1lR +GWS) G -0.5 0.3 0.0 0135 DL+.75(LL+CL+WI_+GWP) A 0,5 0.3 0.0 0135 OL+.75(LL+CL+WL+GWP) C 1.1 0.4 0.0 0135 DL+.75(LL+CLiI)L+GWP) E 1.1 2.5 0.0 0135 DL+.75(LL+CL+WL+GWP) G 0.5 1.2 _ 0.0 0136 DL+.75(LL+CL+WR+GWP) A O.5__ 1.2 0.0 0136 OL+.75(LL+CL+UR+GWP) C 1.1 2.5 0.0 0136 DL+. 75 (LL+CL+WR+GIIP) E 1.1 0.4 0.0 0136 OL+.75(LL+CL+IJR+GWP)� G 0.5 U.3 0.0 0159 .6DL+llL I +GWS A -0.7 -2.4 0.0 -0.9 0159 .6DL+IJL 1 +GIIS C --1.77 -5.0 0.0 -4.7 O l 59 .6DL+UL 1 +GIIS E -1 .7 -6.0 0.0 0.0 0159 .6DL+WLI+GIIS G -0.7 -2.4 0.0 0160 .6DLFWL1+GIIP A 0.5 -2.4 0.0 0160 .6DL+WL 1 +GIIP C 1.5 -6.0 0.0 O l 60 .6DL Ft1L 1 +GWP E 1.5- -6.0 0'0 0160 .6DL+WL 1 +GllP G 0.6 -2.4 0. U 01 61 .6DL+lJL+GWS A -0.7 -2.5 0.0 0161 .6DL+IIL+Gt1S C -1 , 7 -6.2 0.0 0161 .6DL+WL+GIIS E -1.7 -3.5-- 0.0 0161 .6DL+WL+GWS G -0,7 -1.2 0.0 0162 .6DL+I.IR+GWS A -0.7 -1.2 0.0 0162 .6DL+WR+GUS C -1.7 -3.4 0.0 0162 .6DL+WRrGWS E -1.7 -6.2 0.0 0162 .6DL+UR+GWS G -0.7 -2.5 O.0 0163 .6DL+IIL +GWP A 0.6 -2.5 0. D 0163 .6DL+WL+GIIP C 1.5 -6.2 0.0 0163 .6DL+WL+GVlF E 1.5 -3.5 0.0 0163 .6DL+11L+GIIP G 0.6 -1�2 0.0 0164 .6DL4-11R+GWP A 0.0 .6DL+1lR-FGWP C 1.5 _3�4 0.0 [0164 .6DL+1dR FGWP E 1 .5 -6.2 0.0 .6DL+WR+GWP G 0.6 -2`5 0.0 0165 .6DL +WL2+Gll5 A -0.7 1.3 0.0 2.4 0.0 .6DL+WL2+GVlSE -1.7 -5.5 0.0 .6DL+WL2+GWSG -0.7 -2.5 O.0 [0165.6DL+WL2+GWS .6DLFWR2+GW5 A -0.7 -2.5 0.0 .6DL+WR2+GWS C-1.7 -5.6 O,U .6DL+WRZrGWSE2.4 O.0 .6DL+WRZ+GWS G -0.7 1.3 0.0 0167 .6DL+WL2+GNP A 0.6 1.3 0.0 0167 .60L+WL2+GWP C 1.5 2.4 0.0 / +f + WIND COLUMN REACTIONS ENDIJALI- FRAME LINE 1 (COAT . ) NAI -IE 0167 0167 LOAD DESCRIPTIONROU .6DLrUL2+GIIP .6DLIl1L2iGllP� '------�---_- _-- -- .6DL+WR21 G111' -� - -- - -�- �.-- .6DL+WR2 FGUP -T .-.. _ _- __.. -.-� ---E -G- - A HORIZ ---- 1.5 VERT - --5,5 ---T-2.5 •-2.5 1101IEIIT � 0.0 ~ v�0.0 0.0 0.0 ' 0.6 0168 0168 0168 0.6 C - 1.5- - -5.6 .6DL+WR2+GWP E 1.5 2.4 0.0 0168 .6DL r02 I GllPG A 0.6 1.9 0.0 0801 DL+I_A1 rCl_ _- A 0.0 3.3 0.0 OBO1 DL+LAI+CI_C V 0.0 4.4 0.0 0801 DL+LAI+CL E - 0_0 4.4 0.0 0801_ 0802 _ �- DI_+LAI ICL - _ ---_ Dl_+LA2i CL 01-1LA2 CL G A C 0.0 3.3 0.0 0.0 0.0 �- 0.7 0.0 0.0 0002 � 4.6 0802 [)I .i LA2+Cl_ E 0.0 4.6 - 0.0 0802 DL+LA2 FCI. -� -- G 0.0 0. 7 0.0 0803 DL FCL+POI+PO2 A _ 0.0 2.9 0.0 0803 DL_+CL+P01+PO2 C 0.0 7.5 0.0 0803 0803 0804 0804_ 0804 DI.+CI_ i POl FP02 --- E G _ 0.0 0.0 0.0 4.2 0.8 _ 0.8 4.2 0.0 0.0 OL_i•Cl_i PO1 +P02 DLICLIPO2FP03- A C- E 0.0 -- 0.0 � 0.0 0L+CL+P02 FP03 _ -_ --- DLI CL FPU2 FP03 � �-�-----^ - 0.0 o.0 ' 7.5 0804 DL+CLi-PO21PO3 --- G 0,0 2.9 0.0 + I I + +t 4� FRAME COLUMN REACTIONS MAIN FRAME LINES 2-4 NAME LOAD DESCRIPTION ROW HORIZ VERT HOMENT 0001 DL+LL+CL A 6.7 13.4 0.0 0001 DL+LLICL G -6.7 13.4 0.0 0151 DL+. 75 (LL+CL+IILP) A -0.6 0.1 0.0 0151 DL+.75(LL+CL+WLP) G -2.5 4.0 0.0 0152 DL+.75(LL+CL+WRP) A 2.5 4.o 0.0 0152 DL+. 75 (LL+Cl.+1IRP) G 0.6 0.1 0.0 0153 DL+.75(LL+CL+ILLS) A 1.4 4.5 0.0 0153 DL+.75(LL+CL+WLS) G -4.5 8.3 0.0 0154 DL+. 75 (LL+CL+lIR5) A 4.5 8.3 0.0 0154 DL+. 75 (LL+CL+WAS) G -1.4 4.5 0.0 0263 DL+.75(LL+CL+WBL) A 1.3 1.1 0.0 0263 OL+. 75 (LL+CL+IIBL) G -1.1 3.0 0.0 0264 DL+.75(LL+CL+WBR) A 1.1 3.0 0.0 0264 OL+.75(LL+CL+WBR) G -1.3 1.1 0.0 .60L+llLP1L12+LI41L17 .6DL+WLP A -7.2 -12.6 0.0 .6DL1IILP1LI2+L1411_17 .6DL+WLPG 5.6 3.1 -7.5 0.0 r029? .6DL+WRPA -5.6 -3.1 -7.5 0.0 .6DL+WRP 11_13 FL_15-1 L 18 _ .6DL+11RP G 7.2 -12.6 0.0 0299 .60L+WLS A -4.5 -6.8 0.0 0299 .6DL.+WLS G J::�0.4 -1.7 0.0 0300 .6DL+WR5 A -0.4 -1.7 0.0 0300 .6DL+lIRS G 4.5 -6.8 0.0 -3.1 -5.3 A -4.7 -11.3 0.0 3.2 .6DL+WBL G 4.9 --8.8 0.0 r30.6DL+WBL .6DL+WBR A -4.9 -8.8 �00 3.1 .6DL+11BR G 4.7 -11.3 +j *. - (+I FRAME COLUMN REACTIONS 11AIN FRAME LINE 5 _ NAME LOAD DESCRIPTION ROW A HOP IZ VERT MOMENT 0001 DL+LI_+CI_I L 11 +L16 12.0 20.3 �- 0.0 0001 Dl_+l_L+CL+1.1 l i L16 G -12.0 20.3 0.0 01?5 DL+. 75 (LLi CL+111_P) A 0.1 �- 0.9 0.0 0175 DL -v. 75 (LI I CL+WLP) G -2.2 2.7 0.0 0176 DL+. 75 (LL -F CL 1 WRP) A 2.2 2.7 0.0 0176 DL.+. 75 (LL_i CL+WRP) G _O'1 0.9 0.0 0177 DL+. 75 (LL+CL+WL.S) A 1.6 3.1 0.0 0177 DL+. 75 (LL+CL-FWL5) G -3.7 4.9 0.0 0178 DL+.75(LL+CL+WRS) A 3.7 4.9 0.0 0178 DL-F.75(LL +CL+URS) G -1.6 �- 3.1 0.0 0269 DI_+. 75 (LL -1 CL+WB!_) A _ 1 .3 1.3 0.0 0269 DL-'-. 75 (l_L+CI_+WBL) G -1.2 - 2.3 0.0 0270 DL+.75(LL+CL+WBR) A 1.2 2.3 0.0 0270 DL+. 75 (Ll_+CL+UDR) G -1.3 1.3 0.0 0303 .60L+llLP1L12+LI41L17 A -13.6 -18.9 0.0 0303 .6DL1IILP1LI2+L1411_17 G 5.6 -13.2 - 0.0 0304 .6DL+WRPiL13-1LI5+110 A -5.6 -13.2 0.0 0304 .6DL+WRP 11_13 FL_15-1 L 18 _ G 13.5 -18.9 0.0 0305 .60L -144.511-121L14+1.17 A -11.6 -15.9 0.0 0305 0306 .611+WI-5i l 12 E LI 4 ,1, l 7 G 3.6 -10.2 , -10.2 0.0 .6DL+WR511.13-FL15+L18 A -3.6 0.0 0306 .GDL+UR5+L13+L15FL10 G 11,6 -15.9 0.0 0307 .6DL+ll0L - A -3.1 -5.3 0.0 0307 .6DL+WBL G 3.2 -4.0 0.0 o308 .6DL+UeR A -3.2 -4.0 0.0 0308 .6DL+11OR G 3.1 -5.3 0.0 r I + WIND COLUMN REACTIONS ENDWALL FRAME LINE 6 NAME LOAD DESCRIPTION ROW HORIZ VERT MOMENT 0001 DL +L L+CL+FACADE DL+LI_ A 0.4 4.4 0.0 0001 DL+LL+CL+FACADE DL+LL B 0.3 7.6 0.0 0001 DL+LL+CL+FACADE DL+LL 0 0.3 7.0 0.0 0001 OL+LL.+CL+FACADE DL+LL F G U.3 --� 7.6 0.0 0001 DL+LL+CL+FACADE DL+LL 0.4 4.4 0.0 0100 DL+. 75 (LL+CL+WL I W11S) A -[.l 0.2 0.0 0100 DL+.75(L.L+CL+WLI+GIIS) B -0.3 0.5 0.0 0100 DL+.75(LL +CL-tWL1+GIIS) D -0.4 0.5 0.0 0100 DL+,75(LL +CL+WLI+GWS) F -0.3 0.5 0.0 0100 0104 DL+. 75 (LL_+CL+WL 1 +GIIS) G -0.1 0.2 0.0 UL. .751LI-CL+1-ILI+G11P) A 0.1 0.2 0.0 0104 DL+-75(LL+CLF WLIFGUP) _- B 0.3 0.5 0.0 0104 DL+.75(LL+CL+WLIFGWP) D 0.3 0.5 0.0 0104 DL+.'75(LL+CL+IILI+0I)P) F 0.3 0.5 0.0 0104 DL+. 75 (LL rCL+WL 1 +G11P) G 0.1 0.2 0.0 0108 OL+. 75 (I_L.+CLi-WL2+GWS) A -0. 1 2.3 0.0 0108 UL-F.75(LL+CL+WL2rGW5) 8 -0.3 5.9 0.0 0108 DL+. 75 (LL+CL+WL2+GIIS) D -0.4 2.7 0.0 0108 DL+.75(LL+CL+WL2+GWS) F -0.3 0.3 0.0 0108 DL+.75(LL+CL+lIL2+GWS) G -0.1 0.3 0.0 0109 DL+.75(LL+CL+41R2+GW5) A -0.1 0.2 0.0 0109 OL+. 75 (LL+CL+IlR2+Gl1S) - B T -0.3 0.3 0.0 0109 - DL+. 75 (LL+CL+WR2 rGWS) D --0.4 2.0 0.0 0_109 DL+.75(L1_+CL+WR2+GW5) F -0.3 -0. 1 5.9 0.0 0109 DL+. 75 (LI_+CL+WR2+GllS) - - G 2.2 0.0 f .g WIND COLUMN REACTIONS ENDWALL FRAME LINE 6 (CONT.) _ - NAME LOAD DESCRIPTION ROW HORIZ VERT MOMENT 01 14 DL+. 75 (L_L+CL+IIL2 FGWP) A 0.1 2.3 0.0 0114 DL+.75(LL+CL+WL2+GWP) B 0.3 5.9 0.0 0114 DL+.75(LL+CL+WL2+GIIP) D _ 0.3 2.7 0.0 0114 DL+.75(LL+CL+WL2+GWP) F 0.3 0_3 0.0 0114 DL+.75(Ll_+CL+WL2+GWP) G 0.1 0.3 0.0 0115 OL+.75(LL+CL+WR2+Gl1P) A 0.1 0.2 0.0 0115 OL+.75(LL•FCL+WR2rGIIP) B 0.3 0.3 -- 0.0 0115 DL+. 75 (LL+CL+IIR2FGWP) D 0.3 2.8 0.0 0115 DL+.75(LL+CL+llR2+GWP) F 0.3 5.9 0.0 01 15 OL -v. 75 (LL+CL+WR2+Gl1P) G 0.1 2.2 0.0 0129 UL+. 75 (LL+CL 01L+GWS) A -0.1 0.4 0.0 0129 DL+. 75 (Ll_+CL+WL+GW5) B -0.3 0.7 0.0 0129 DL+.7S(LL+CL+WL+G115) D -0.4 1.4 0.0 012.9 DL+.75(LL+CL+WL+GUS) F -0.3 2.3 0.0 0129 DL+. 75 (LL+CL+WL+GUS) G -0.1 0.9 0.0 0130 OL F.75(LL+CL-1WR+GWS) V A- -0.1 0.9 0.0 0130 DL+.75(LL+CL+WR+GUS) B -0.3 2.3 _ 0.0 0130 tK+. 75 (LL+CL+WR+GII5) - 1 .4 0.0 OIJO DL+. 75 (LL+CL rl1R+Gl1S) F --0.3 0. 7 0.0 0130 OL r . 75 (LL+CL+UR 1-6115) G _ 0. 1 0.4 0.0 0135 DL*.75(LL+CLFWL+GWP) - A 0.1 o.-4 0.0 0IJ5_ OLF. 75 (LL+CL+WL.+GIIP) B 0.3 0'7 _ -- 0.0 0135 DL-u.75(LLFCLiWL+GIIP) D 0.3 1.4 0.0 0135 DL 1-. 75 (LL+CL+WL rGIIP) F 0.3 2.3 0.0 0135 OL+.75(LL FCL+WL+GWP) G -'AT 0.1 0.9 0.0 0136 DL 1-. 75 (LI.+CL+IJR rGlIP) 0.1 0.9 0.0 0136 DL+.75(LL+CL+llR+GWP) B -- 0.3 - 2.3 0.0 0136 DL+. 75 (LL+CL-FIIR+GUP) D 0.3 1.4 0.0 0136 DL+. 75 (LL FCL+WR FGIIP) F 0.3 0.7 0.0 0136 DL+.75(LL+CL+WR+G1lP) G 0.1 0.4 - 0.0 0159 .6DL+ULI+GUS+FACADE WIND UPLIFT A -0.6 -4.4 U.0 0159 .6DL+l1Ll+GW5+FACAUE WIND UPLIFT T1 __0_8 -7.1 0.0 0159 .6DL_+WLI+GWS+FACADE WIND UPLIFT D -0.9 -6.5 0.0 0159 .6DL+WLI+GW5+FACADE WIND UPLIFT F -0.8 -7.1 0.0 0159 .60L+WLI+GIIS+FACADE WIND UPLIFT G -0.5 -4.4 0.0 0160 .6DL+WLI+GWP+FACADE_WIND_l1PLIFT A -0.3 _ -4.4 T -7.1 0.0 0150 .6DL+tILI+GWPFFACADE_WIND._UPLIFT --- 8 0.0 0.0 0160 .6DL+Wl_ 1 +GIIP+FACADE-W 1 ND-UPL I F T 1) 0.1 -6.5 0.0 0160 .6DL+WLI FGWP+FACADE-itIND_UPLIFT F - 0.0 -7.1 0.0 0160 .6DL.+41L 1 +GIIP+F ACADE _W 1 NO-UPL I F T G -0.3 -4.4 0.0 0161 .60L+WL+GIl5+FACADE.-IJIND-UPLIFT A -0.6 -4.1 0.0 0161 . GDL+WL i•GIIS+FACADE-W I ND -UPLIFT 11 -0.8--. -6.8 0.0 0161 .6DL+UL+GIDS+FACADE-MND-UPLIFT D -0.9 -5.4 0.0 0161rFlo-L+-tlL+GtISIFACADE-tilt]O-UPLIFT 6D1_+WL+GW5FFACADE_WINO_UPLIFT F --0.8 -4.7 0.0 0161 G -0.6 -3.4 0.0 t .�.r,.v,%.uM...1W.,.n°Ya•,scw+ng'w.".' _�, K} �� ��V� ��P UCay ,; of t+a.i5 Project and may = e ;�,;,,•t ,Re, delivery of this n �; ��.±'. F'ty E'f�_",i i� t •;i7 17 NO, to tl"i� dr i,vit. 1 r and y .yhe,.sa ! t y t,iiTi� IC i n " ��.�L. i �;ith tl,. ,rnetai buildinn 1)e 11?iiG to vuY>> s.. ` i I 1 110 t� w,, z, �. ,,.,:tr=lct.on of this m rawin , and �je ty d 5�, �; t.,a ��,i lief l <• 7S)'3rov1, ar l tC.' pti h�.' i1 1 d �dthtlt3�x< �,x tj j� I'' s1� tt11S I'iC�jt:GS. � '�Tii. �-d Qi-a:f�"i.: :; a�-t• 1:: i:� .,lt� +.: S:1 i4,JCiy gfsi ani Tsy FORREST J. RU55ELL FLORIDA P.E. #51590 P.O. BOX 390 PORTLAND, TN. 37148 CERTIFICATION EXTENDS ONLY FOR THE LOADS SPECIFIED ON KIRBY'5 PURCHASE ORDER AS APPLIED TO THE STRUCTURAL COMPONENTS OF THE BUILDING DESIGNED AND SUPPLIED HY KIRBY BUILDING SYSTEMS, IF ERECTED AS INDICATED. NOTE THAT KIRBY'S ENGINEER IS NOT ACTING AS THE ENGINEER OF RECORD FOR THIS CONSTRUCTION PROJECT. WIND COLUMN REACTIONS ENDWALL FRAME LINE 6 (CONT.) NAME LOAD DESCRIPTION ROW HORIZ VERT MOMENT 0162 .6DL+WR+GW5+FACADE-WIND-UPLIFT A -0.6 -3.4 0.0 0162 .6DL+l4R+GWS+FACADE-WIND-UPLIFT B -0.8 -4.7 0.0 0162 .60L+WR+GWS+FACADE-WIND-UPLIFT D -0.9 -5.4 0.0 0162 .60L+WR+GW5fFACADE-WIND-UPLIFT F -0.8 -6.8 0.0 0162 .60L+WR+GWS+FACADE-WIND-UPLIFT G -0.6 -4.1 0.0 0163 .GDL+WLfGWP+FACADE-WIND-UPLIFT A -0.3 -4.1 0.0 0163 .6DL+WL+GWP+FACADE-WIND-UPLIFT B 0.0 -6.8 0.0 0163 .60L+WL+GWP+FACADE-WIND-UPLIFT D 0.1 -5.4 0.0 0163 .6DL+WL+GWP+FACADE-WIND-UPLIFT F 0.0 --4.7 0.0 0163 .6DL+WL+GWP+FAGADE-WIND-UPLIFT G -0.3 --3.4 0.0 0164 .6DL+WR+GWP+FACADE-WIND-UPLIFT A -0.3 -3.4 0.0 0164 .6DL+WR+GWP+FACADE-WIND-UPLIFT B 0.0 -4.7 0.0 0164 .60L+WR+GWP+FACADE-WIND-UPLIFT D 0.1 -5.4 0.0 0164 .60L+WR+GWP+FACADE-WIND-UPLIFT F 0.0 -5.8 0.0 0164 .6DL+WR+GWP+FACA0E-WIND-UPLIFT G -0.3 -4.1 0.0 0165 .6DLfWL2+GWS+FACADE-WIND-UPLIFT A -0.6 -1.7 0.0 0165 .60L+WL2+GWSfFACADE-WIND-UPLIFT 8 -0.8 0.1 0.0 0165 .GUL+WL2'GWSfFACADE-WIND-UPLIFT D -0.9 -3.6 0.0 0155 .6DL+WL2+GWS+FACADE-WIND-UPLIFT F -0.8 -7.4 0.0 0165 .6DL+WL2+GW5+FACADE-WIND-UPLIFT G -0.6 -4.3 0.0 0166 .60L-f11R2+GWS+FACADE-WIND-UPLIFT A -0.6 -4.3 0.0 0166 .60L+WR2+GWS+FACADE-WIND-UPLIFT B -0.8 -7.4 0.0 0166 .6DL+WR2+GWS+FACADE-WIND-UPLIFT D -0.9 -3.5 0.0 0166 .6DL+WR2+GWS+FACADE-WIND-UPLIFT F -0.8 0.1 0.0 0166 .60Li-WR2-fGWSfFACADE-WIND-UPLIFT G -0.6 -1.7 0.0 0167 .60L-fWL2+GWPfFACADE-WIND-UPLIFT A -0.3 -1.7 0.0 0167 .6DL+WL2+GWP+FACADE-WIND-UPLIFT B 0.0 0.1 0.0 0167 .60L+WL2fGWP+FACADE-WIND-UPLIFT D 0.1 -3.6 0.0 0167 .6DL+WL2+GWP+FACADE-WIND-UPLIFT F 0.0 -7.4 0.0 0167 .GDL+WL2+GWP+FACADE-WIND-UPLIFT G -0.3 -4.3 0.0 0168 .60L+WR2+GWP+FACADE-WIND-UPLIFT A -0.3 -4.3 0.0 0168 .6UL+WR2-fGWP+FACADE-WIND-UPLIFT B 0.0 -7.4 0.0 0168 .6DL+WR2fGWP+FACADE-WIND-UPLIFT D. 0.1 --i.5 0.0 0168 .6DL+lIR2+GWP+FACADE-WIND-UPLIFT F 0.0 0.1 0.0 0168 .6DL+WR2+GWP+FACADE-WIND-UPLIFT G 0.0 0801 UL+LAI+CL A 0.0 2.5 0.0 0801 DL+LAI+CL 8 0.0 3.3 0.0 0801 DL+LAI+CL D 0.0 3.1 0.0 0801 DL+LAI+CL F 0.0 3.6 0.0 0801 DL+LAI+CL G 0.0 0.4 0.0 0802 0L+LA2+CL A 0.01 0.4 0.0 0802 0L+LA2+CL B 0.0 5.6 0.0 0802 DL+LA2-fCL D 0.0 :?.l 0.0 0802 DL+LA2+CL F 0.0 3.3 0.0 0802 DL+LA2+CL G 0.0 2.5 0.0 0803 DL+CL'fPOI+PO2 A 0.0 2.2 0.0 0803 DL+CL+P01+P02 B 0.0 5.7 0.0 0803 DL+CL+POI+PO2 D 0.0 3.1 0.0 0803 DL+CL+POI+PO2 F 0.0 1.2 0.0 0803 DL+CL+POI+PO2 G 0.0 0.7 0.0 0804 DL+CL+P024PO3 A 0.0 0.5 0.0 0804 DL+CL+P02+PO3 B 0.0 3.2 0.0 0804 DL+CL+P02+PU3 D 0.0 5.6 0.0 0804 DL+CL+P02+PO3 F 0.0 3.2 0.0 0804 DL+CL+P02-fPO3 G 0.0 0.5 0.0 0805 DL+CLfPO3+PO4 A 0.0 0.7 0.0 0805 DL+CL+P03+PO4 8 0.0 1.2 0.0 OBO5 DL+CL+P03+PO4. D 0.0 3.1 0.0 0805 DL+CL+PO3+PO4 F 0.0 531 0.0 0805 DL+CL+P03+PO4 G 0.0 2.2 0.0 6.4K BK SIDEWALL WIND BRACING REACTIONS ENDWALL WIND BRACING REACTIONS AT COLUMNS: A/4 & A/5 AT COLUMNS: 1/C & 1/F COMBINE WITH MAIN FRAME COMBINATIONS: 0263, 0264, 0301 , & 0302 3.2K -1 4. BK 3.2K �- 5 7K -.*--- 3 . zK WL �- 3. zK WR 4. BK WIND BRACING REACTIONS AT PORTAL FRAME COLUMNS: G/4 & G/5 COMBINE WITH MAIN FRAME COMBINATIONS: 0263,0264,0301, & 0302 i :A of tllis projcet .Ind may i be usod to ver;iy flue Ii'3?Tlt`.] T'. .v• S sizes'. },.ior to the 41C,01 cry of this project, . S«t Cli to •�','SCi-. ;`I'1 i% : 17. C: .lith ii;c' k%e S .atkS i'n�.l i;liy alC}tlltl(lYlF.iI it!':::11 5?+:'Cc: ;; 5:"� .IL tip`: vt ?,rS.i'riCi;:1't :1� :;iSS FiiC: it `(J2}dSn Systuni..t^` oui .- flh ,_ t"l .t'. 'i3c" .1" I draviings and ?illy C:I1:Itivt:S -na tk' ITl: y dtzy 11 it: Caa:lib' I t?s this FORREST J. RUSSELL I FLORIDA P.E. x51590 I P.O. BOX 390 PORTLAND, TN. 37148 CERTIFICATION EXTENDS ONLY FOR THE LOADS SPECIFIED ON KIRBY"S I PURCHASE ORDER.AS APPLIED TO THE STRUCTURAL COMPONENTS OF THE BUILDING DESIGNED AND SUPPLIED BY KIRBY BUILDING SYSTEMS, IF ERECTED AS INDICATED. NOTE THAT KIRBY'S ENGINEER IS NOT ACTING AS THE ENGINEER OF RECORD FOR THIS CONSTRUCTION PROJECT, ISSUE DESCRIPTION BY DATE mm AAWF MAW 0 CONSTRUCTION TL 01-06-0 BU I LD I NG SYSTEMS 124 KIRBY DRIVE, PORTLAND, TN 37148 A DIVISION OF ASSOCIATED BUILDING SYSTENS,INC. I TITLE: COLUMN REACTIONS DRN.BY, TL I BUILDER: SUNSPAN STRUCTURES DATE: 01-06-06 CUSTOMER:UPSALA .INDUST. PARK #8 CKD.BY: EA I LOCATION:SANFORD, FL DATE, 01-06-06 I D NUMBER, 53181811IX_RE02 AE5 JOB NO, 531.810 DWG. No, E3 OF, 15 I I 1 MFMFR INFORMATION ON COLUMNS, PIECES ARE SHOWN FROM BOTTOM TO TOP ON RAFTERS, PIECES ARE SHOWN FROM LOW SIDE UP. O.F. 5/16 X 7 EB TOGA cl I o % m CV) CV I RIDGE t— t -im O ay I . F, 5/16 X 7 lv -f ONN 3/8 X 7 X 0-11-1/8 7/16 X 7 X 2-5-1/16 D.F. 1/4 X 5 EB IOGA I IOGA 1. REFERENCE ELEVATION - 100'0-. 7. ALL FLANGE BRACE LOCATIONS MARKED BOTH SIDES DETAIL KEY 2 I.F. 1/4 X 5 1/4 X 5 (BS) AT EXPANDABLE END FRAMES REQUIRE ONF FLANGE BOLT. NOTE: ✓�� GIRT DEPTH - B ONN 7/16 X 7 X 2-5-1/16 . 3/8 X 6 X 1-6-1/16 BRACE TO BE INSTALLED AT THE TIME OF ERECTION, J.F. 1/4 X 5 USE 112- X 1 " A307 BOLTS TO CONNECT FLANGE NOTED. WHILE THE OTHER 15 TO BE STORED AND USED AT THE DETAIL NO. EB 10GA IOGA 3. SEE ANCHOR BOLT PLAN FOR ANCHOR BOLT SIZES AND TIME OF A FUTURE ADDITION. CURRENT CUSTOM ERECTION DRAWINGS ARE USE 112' X 1' A307 BOLTS TO CONNECT FLANGE DETAILS. I.F. 1/4 X 5 1/4 X 5 BRACES TO PURLINS/GIRTS. 4. FLANGE BRACES ARE REQUIRED ON BOTH SIDES (BS) AND ALL FLANGE BRACES (FBB) MUST BE PROPERLY ONN 7/16 X 7 X 2-5-1/16 3/8 X 6 X 1-6-1/16 J.F. 5/16 X 7 VERTICAL CLEAR AT FRONT HAUNCH = 17-1-7/T3 ALL MAIN FRAME CONNECTION BOLTS ARE A325 BOLTS. EB IOGA REPLACED WITH 1/2 X 1 1/4" A35. CLEAR AT PEAK = 19-2-1/2 DETAILSOF ANY REFERENCE TO 1/2" X 1 1/2THORIZONTAL CLEAR BETWEEN A ANU G - 54-6-5/B 6. q I . 5/16 X 7 TO BE REPLACED 4IITH 1/2' X 1 1BOLTS. FRATIE, SEE DETAIL eRlos FOR FLANGE BRACE ONN 3/8 X 7 X 0-11-1/8 7116 X 7 X 2-5-1/16 I C C r � 12 T 2'6- , 2 A 30'0~ ZI 2 4 AT 5'0* 1'6%" 1 '6V 30'0" 2r'29- 3 �4 AT S'0" 2 AT 3'0" )"G- Q O � 1-1 o o o Cn IN-`/ O O r. 12 e s m R cl I o % m CV) CV I RIDGE t— t -im O ay no CV 003 60'0" lv -f BOLT INFORMATION KEY QTY SIZE 1 10 3/4' X 2- 2 8 3/4 X 1=3/4 TR These drawl ucr"U.ratvTy c' ;Pscs ,Tan�t trig project anti 1rlay be used to vet>;v tllo 1'r�;r:Il !? 1':" :1,_:;?C jr, 'l,llc delivery of this Project, a sct c,; ra1.'i 1t;s ?' i�� , �;,.�•;� �,`s.+: inarku and any addltiC}nal detail 11cCtGsa f iC;f „�)t1 "_('ilCli`:1 IrJ i}flu tl:i,^,f ll 1711;1c�iI1, addit,Z. Note: ti11 :1rawln�Y:, are not te. be. i —30d'As ik�)PIoval (1fltyl1ngs and sysany changes M-ad�: may delay t.1�u do1.1 �r;7 � ,�,;s T:ra.jwc:!. FORREST J. RUSSELL FLORIDA P.E. #51590 P.O. Box 390 PORTLAND, TN. 37148 CERTIFICATION EXTENDS ONLY FOR THE LOADS SPECIFIED ON KIRBY'S PURCHASE ORDER AS APPLIED TO THE STRUCTURAL COMPONENTS OF THE BUILDING DESIGNED AND SUPPLIED BY KIRBY BUILDING SYSTEMS, IF ERECTED AS INDICATED. NOTE THAT KIRBY'S ENGINEER IS NOT ACTING AS THE ENGINEER OF RECORD FOR THIS CONSTRUCTION PROJECT. ISSUE DESCRIPTION BY DATE KRA S STRUCTURAL TL 01-10-0 BU I LD I NG SYSTEMS _ 124 KIRBY DRIVE, PORTLAND, fN 37149 A DIVISION OF ASSOCIATED BUILDING SYSTEN5,INC. TITLE= CROSS SECTION DRN.BY: BUILDER, SUNSPAN STRUCTURES DATE: CUSTOMER:UPSALA INDUST. PARK aB CKD.BY, LOCATION:SANFORD, FL DATE: ID NUMBER, 531 BIGHIX-X02A AES JOB NO, 531818 DWG.NO. E4 OF: 15 30'p" 30,0" m RIDGE 60'0" -f OUT TO OUT STEEL CROSS SECTION AT FRAME LINES 2--4 1. REFERENCE ELEVATION - 100'0-. 7. ALL FLANGE BRACE LOCATIONS MARKED BOTH SIDES DETAIL KEY PURLIN DEPTH - 8 2. ALL BASE PLATES AT REFERENCE ELEVATION UNLESS (BS) AT EXPANDABLE END FRAMES REQUIRE ONF FLANGE BOLT. NOTE: ✓�� GIRT DEPTH - B BRACE TO BE INSTALLED AT THE TIME OF ERECTION, DUE TO K I RBY BUILDING SYSTEMS CONTINUING USE 112- X 1 " A307 BOLTS TO CONNECT FLANGE NOTED. WHILE THE OTHER 15 TO BE STORED AND USED AT THE DETAIL NO. PROGRAM OF PRODUCT IMPROVEMENT, OUR BRACES 'TO FRAME. 3. SEE ANCHOR BOLT PLAN FOR ANCHOR BOLT SIZES AND TIME OF A FUTURE ADDITION. CURRENT CUSTOM ERECTION DRAWINGS ARE USE 112' X 1' A307 BOLTS TO CONNECT FLANGE DETAILS. B. ALL CONNECTION BOLTS OR F I ELD WELDS, PURL I N5 BEING UPDATED. ANY REFERENCE TO 1/2' x 1 BRACES TO PURLINS/GIRTS. 4. FLANGE BRACES ARE REQUIRED ON BOTH SIDES (BS) AND ALL FLANGE BRACES (FBB) MUST BE PROPERLY AND 1/2" X 1 1/4" A307 DOLTS AJ VERTICAL CLEAR AT BACK HAUNCH = 17-1-7/13 OR ONE SIDE (05) AS NOTED. INSTALLED ON MAINFRAMES A5 THEY ARE ERECTED VERTICAL CLEAR AT FRONT HAUNCH = 17-1-7/T3 ALL MAIN FRAME CONNECTION BOLTS ARE A325 BOLTS. AND BEFORE ERECTION LOADS ARE APPLIED. REFERENCE ERECTIONVERTICAL REPLACED WITH 1/2 X 1 1/4" A35. CLEAR AT PEAK = 19-2-1/2 DETAILSOF ANY REFERENCE TO 1/2" X 1 1/2THORIZONTAL CLEAR BETWEEN A ANU G - 54-6-5/B 6. FOR FLANGE BRACE CONNECTIONS ON ONE SIDE (OS) TO BE REPLACED 4IITH 1/2' X 1 1BOLTS. FRATIE, SEE DETAIL eRlos FOR FLANGE BRACE SUBSTITUTE THE DESIGNA CONNECTIONS ON BOTH SIDES (05) OF FRAME AND INSTALL A5 NOTED, SEE DETAIL eRlos BOLT INFORMATION KEY QTY SIZE 1 10 3/4' X 2- 2 8 3/4 X 1=3/4 TR These drawl ucr"U.ratvTy c' ;Pscs ,Tan�t trig project anti 1rlay be used to vet>;v tllo 1'r�;r:Il !? 1':" :1,_:;?C jr, 'l,llc delivery of this Project, a sct c,; ra1.'i 1t;s ?' i�� , �;,.�•;� �,`s.+: inarku and any addltiC}nal detail 11cCtGsa f iC;f „�)t1 "_('ilCli`:1 IrJ i}flu tl:i,^,f ll 1711;1c�iI1, addit,Z. Note: ti11 :1rawln�Y:, are not te. be. i —30d'As ik�)PIoval (1fltyl1ngs and sysany changes M-ad�: may delay t.1�u do1.1 �r;7 � ,�,;s T:ra.jwc:!. FORREST J. RUSSELL FLORIDA P.E. #51590 P.O. Box 390 PORTLAND, TN. 37148 CERTIFICATION EXTENDS ONLY FOR THE LOADS SPECIFIED ON KIRBY'S PURCHASE ORDER AS APPLIED TO THE STRUCTURAL COMPONENTS OF THE BUILDING DESIGNED AND SUPPLIED BY KIRBY BUILDING SYSTEMS, IF ERECTED AS INDICATED. NOTE THAT KIRBY'S ENGINEER IS NOT ACTING AS THE ENGINEER OF RECORD FOR THIS CONSTRUCTION PROJECT. ISSUE DESCRIPTION BY DATE KRA S STRUCTURAL TL 01-10-0 BU I LD I NG SYSTEMS _ 124 KIRBY DRIVE, PORTLAND, fN 37149 A DIVISION OF ASSOCIATED BUILDING SYSTEN5,INC. TITLE= CROSS SECTION DRN.BY: BUILDER, SUNSPAN STRUCTURES DATE: CUSTOMER:UPSALA INDUST. PARK aB CKD.BY, LOCATION:SANFORD, FL DATE: ID NUMBER, 531 BIGHIX-X02A AES JOB NO, 531818 DWG.NO. E4 OF: 15 REF BRACE NO. PIECEMARK 1 C8123011 2 CHI 22604 PURLIN CONN. DTLS: PR1ot PURLIN LAPS: ! CV II Q) PRI 10 PR110 PR110 PR101 BR124 BR124 BR124 3 4 5 2'4-k'v p 3"6�-" 3'6�-" 3f6� 3�6�" ; 1 2" �; I-.-�- - - -�1001 I--- --I U I ------ l- E5CO2 i- ESCO2 — ccrn GENERAL NOTES; 1 . USE I- DIA. X 1 .fir A325 BOLTS FOR ALL PURLIN LAP CONNECTIONS. 2. USE F DIA. X II- A325 BOLTS I FOR PURLIN AND EAVE STRUT TO FRAME CONNECTIONS. 3, THE DIAMETER OF TFIE BRACING IS DENOTED BY THE THIRD AND FOURTH DIGITS OF THE.PIECE MARK. (CABLE 08 =-j AND 101= ,) I 4. ADEQUATE TEMPORARY BRACING MUST B PROVIDED E VI )EU BY THE ERECTOR DURING THE ERECTION OF THE BUILDING. CD "— ESG02 X O U u 230" 240" 240" 5. ALL PRIMARY AND SECONDARY FRAMING, WIND BRACING, ETC. MUST BE INSTALLED, PROPERLY ALIGNED, BOLTED OR WELDED PRIOR TO THE INSTALLATION OF THE ROOF PANELS. 6. IT MAY BE NECE5SARY DURING ERECTION TO MAKE MINOR ADJUSTMENTS AND ALIGNMENTS TO BOTH PURLINS AND GIRTS PRIOR TO INSTALLING PANELS. 7. DO NOT STAND OR WALK ON SECONDARY FRAMING MEMBERS SUCH AS GIRTS, PURLINS AND EAVE STRUTS UNLESS THEY ARE FIRMLY SECURED AT BOTH ENDS AND LATERALLY SUPPORTED. ESCO2 24"0" 97"0" OUT TO OUT ROOF STEEL ROOF FRAMING PLAN UPPER ROOF E5CO2 DETAIL KEY B. DO NOT USE METAL BUILDING PANELS AS WALK BOARDS OR WORKING PLATFORMS. NEVER STAND OR WALK ON METAL DETAIL NO. BUILDING PANELS BETWEEN SUPPORTS UNLESS THE PANELS ARE FIRMLY FASTENED AT BOTH ENDS AND BOTH SIDES. 9. DRAWINGS ARE NOT TO SCALE. REFERENCE ERECTION DETAILS 24V 1"0" 25"0" ! 00 1 4 -FJ, -0< ! O O N BOLT NOTE: - DUE TO KIRBY BUILDING SYSTEMS CONTINUING PROGRAM OF PRODUCT IMPROVEMENT, OUR CURRENT CUSTOM ERECTION DRAWINGS ARE BEING UPDATED. ANY REFERENCE TO 1/2" x 1" AND 1/2" X 1 1/4" A307 BOLTS ARE TO BE REPLACED WITH 1/2" X 1 1/4" A325 BOLTS. ANY REFERENCE TO 1/2" X 1 1/2" A307 ARE TO BE REPLACED WITH 1/2" X 1 1/2T A325 BOLTS. SUBSTITUTE THE DESIGNATED BOLTS AND INSTALL AS NOTED. SPECIAL NOTES; 1. ALL STRUT PURLINS GET MIN. LAPS PER PR110 2. ROOF PANEL MUST BE FASTENED TO ALL STRUT PURLINS 3. FOR EAVF_ STRUT CONNECTION DETAILS, SEE PR132 PR134 BR113 4. ALL PURLIN AND F AVE STRUT TO FRAME CONNS. USE A325 BOLTS S. FOR BRACING CONNECTION, SEE 9Rt3'� FIELD LOCATED ACCESSORIES (B)TRPOINYZA TRANS. PANELS ROOF PANEL IS 26GA. KIRBY RIB II ZINC -ALUMINUM FD i pNq 1r1 0 T lza h O J 0 1- J Q � w 4 O z > < < Q J z J w Lu z CLJ U7 Ls_ Z O °�C q GC � h Ca d to 6 LIJ a C a U7 ZZD CC Is -�UC-JIJRA L TI ;< yard may Z1lC'3C IAw —flEf, �C aI"l.0 Sl lj 13 C' mod t4 VFr;',Sf tiaa ii=Ti':)i._ s ; t1! CI"�!`ICPj7 O� this niar1".g jird a n Y I}z'(�leCE, additional Cinf Il 1.1 is plf,tal building l,ol'OVSI kil,awi,151 and T.cii iso b" 1.S :�t CI syst�i7 cs. 1:111Yc'I° ZIP *'S i!i ] ., 7 ! t (i 'ica i6ie l Il'v't j� t t ^ 0) ct. FORREST J. RUSSELL FLORIDA P.E. #51590 P.O. BOX 390 PORTLAND, TN. 37148 CERTIFICATION EXTENDS ONLY FOR THE LOADS SPECIFIED ON KIRBY'S PURCHASE ORDER AS APPLIED TO THE STRUCTURAL COMPONENTS OF THE BUILDING DESIGNED AND SUPPLIED BY KIRBY BUILDING SYSTEM, IF ERECTED AS INDICATED. NOTE THAT KIRBY'S ENGINEER 15 NOT ACTING Aq TIlF F-Hf_`111[=[=D nC ncrnnn rnn Yl - ISSUE S DESCRIPTION STRUCTURAL BY TL DATE 1-10-0Wig- .-BUILDING - -- --- '-- �• .+ avis 1 nVJLI.I . _ Ilm BU I L.D I NG SYSTEMS-11,IN 12.4 Y.IRBY DRIVE, PORTLAND, TN 37149 A DIVISION OF ASSOCIATED BUILDING SYSFEMS,INC. _ CV r- 1 0" GENERAL NOTES; 1 . USE I- DIA. X 1 .fir A325 BOLTS FOR ALL PURLIN LAP CONNECTIONS. 2. USE F DIA. X II- A325 BOLTS I FOR PURLIN AND EAVE STRUT TO FRAME CONNECTIONS. 3, THE DIAMETER OF TFIE BRACING IS DENOTED BY THE THIRD AND FOURTH DIGITS OF THE.PIECE MARK. (CABLE 08 =-j AND 101= ,) I 4. ADEQUATE TEMPORARY BRACING MUST B PROVIDED E VI )EU BY THE ERECTOR DURING THE ERECTION OF THE BUILDING. CD "— ESG02 X O U u 230" 240" 240" 5. ALL PRIMARY AND SECONDARY FRAMING, WIND BRACING, ETC. MUST BE INSTALLED, PROPERLY ALIGNED, BOLTED OR WELDED PRIOR TO THE INSTALLATION OF THE ROOF PANELS. 6. IT MAY BE NECE5SARY DURING ERECTION TO MAKE MINOR ADJUSTMENTS AND ALIGNMENTS TO BOTH PURLINS AND GIRTS PRIOR TO INSTALLING PANELS. 7. DO NOT STAND OR WALK ON SECONDARY FRAMING MEMBERS SUCH AS GIRTS, PURLINS AND EAVE STRUTS UNLESS THEY ARE FIRMLY SECURED AT BOTH ENDS AND LATERALLY SUPPORTED. ESCO2 24"0" 97"0" OUT TO OUT ROOF STEEL ROOF FRAMING PLAN UPPER ROOF E5CO2 DETAIL KEY B. DO NOT USE METAL BUILDING PANELS AS WALK BOARDS OR WORKING PLATFORMS. NEVER STAND OR WALK ON METAL DETAIL NO. BUILDING PANELS BETWEEN SUPPORTS UNLESS THE PANELS ARE FIRMLY FASTENED AT BOTH ENDS AND BOTH SIDES. 9. DRAWINGS ARE NOT TO SCALE. REFERENCE ERECTION DETAILS 24V 1"0" 25"0" ! 00 1 4 -FJ, -0< ! O O N BOLT NOTE: - DUE TO KIRBY BUILDING SYSTEMS CONTINUING PROGRAM OF PRODUCT IMPROVEMENT, OUR CURRENT CUSTOM ERECTION DRAWINGS ARE BEING UPDATED. ANY REFERENCE TO 1/2" x 1" AND 1/2" X 1 1/4" A307 BOLTS ARE TO BE REPLACED WITH 1/2" X 1 1/4" A325 BOLTS. ANY REFERENCE TO 1/2" X 1 1/2" A307 ARE TO BE REPLACED WITH 1/2" X 1 1/2T A325 BOLTS. SUBSTITUTE THE DESIGNATED BOLTS AND INSTALL AS NOTED. SPECIAL NOTES; 1. ALL STRUT PURLINS GET MIN. LAPS PER PR110 2. ROOF PANEL MUST BE FASTENED TO ALL STRUT PURLINS 3. FOR EAVF_ STRUT CONNECTION DETAILS, SEE PR132 PR134 BR113 4. ALL PURLIN AND F AVE STRUT TO FRAME CONNS. USE A325 BOLTS S. FOR BRACING CONNECTION, SEE 9Rt3'� FIELD LOCATED ACCESSORIES (B)TRPOINYZA TRANS. PANELS ROOF PANEL IS 26GA. KIRBY RIB II ZINC -ALUMINUM FD i pNq 1r1 0 T lza h O J 0 1- J Q � w 4 O z > < < Q J z J w Lu z CLJ U7 Ls_ Z O °�C q GC � h Ca d to 6 LIJ a C a U7 ZZD CC Is -�UC-JIJRA L TI ;< yard may Z1lC'3C IAw —flEf, �C aI"l.0 Sl lj 13 C' mod t4 VFr;',Sf tiaa ii=Ti':)i._ s ; t1! CI"�!`ICPj7 O� this niar1".g jird a n Y I}z'(�leCE, additional Cinf Il 1.1 is plf,tal building l,ol'OVSI kil,awi,151 and T.cii iso b" 1.S :�t CI syst�i7 cs. 1:111Yc'I° ZIP *'S i!i ] ., 7 ! t (i 'ica i6ie l Il'v't j� t t ^ 0) ct. FORREST J. RUSSELL FLORIDA P.E. #51590 P.O. BOX 390 PORTLAND, TN. 37148 CERTIFICATION EXTENDS ONLY FOR THE LOADS SPECIFIED ON KIRBY'S PURCHASE ORDER AS APPLIED TO THE STRUCTURAL COMPONENTS OF THE BUILDING DESIGNED AND SUPPLIED BY KIRBY BUILDING SYSTEM, IF ERECTED AS INDICATED. NOTE THAT KIRBY'S ENGINEER 15 NOT ACTING Aq TIlF F-Hf_`111[=[=D nC ncrnnn rnn Yl - ISSUE S DESCRIPTION STRUCTURAL BY TL DATE 1-10-0Wig- .-BUILDING - -- --- '-- �• .+ avis 1 nVJLI.I . _ Ilm BU I L.D I NG SYSTEMS-11,IN 12.4 Y.IRBY DRIVE, PORTLAND, TN 37149 A DIVISION OF ASSOCIATED BUILDING SYSFEMS,INC. _ TITLE: ROOF PLAN DRN.BY: BUILDER: SU14SPAN STRUCTURES DATE. - ATE:CUSTOMER.UPSALA CUSTOMER. UPSALAINDUST. PARK #8 CKD.BY: LOCAT ION: SANFORD, FL DATE: I D NUMBER : 53I8181-IIX-RUF AES JOB NO. 531818 DWG. NO: EG OF, 15 4'0" t __ ` FACADE PROJ. BASE CHANNEL IS FOR ATTACHMENT OF WALL PANELS ONLY e O (>7 r-, U) a L.1-1 r I -- O e O > m U O r .j Q O U t!1 t o Q Q t Ll O � � CD W I T) LL o m S 0(Y SAO] 4A w N OU CL O `s W e O (>7 r-, U) a L.1-1 r I -- O e O > m U O r .j Q O U 23x0" PANEL IS 26GA. KIRBY RIB It ZINC -ALUMINUM 970" PANEL IS 26GA. KIRBY WALL UNDEFINED COLOR 1 20 ' 0" OUT TO OUT STEEL SHEETING AND TRIM -ELEVATION AT COLUMN ROW - A EAVE TRIM IS 26GA. UNDEFINED COLOR 6" END SHEETING 4"0" FACADE PROJ. GENERAL NOTES; 1. USE 4-'0 x 1' A307 BOLTS FOR ALL GIRT LAP AND GIRT TO CLIP CONNECTIONS. 2. USE 1-0 x W A307 B01_TS FOR ALL GIRT TO COLUMN FLANGE CONNECTIONS. 3. THE DIAMETER OF THE BRACING 15 DENOTED BY THE THIRD AND FOURTH DIGITS OF THE PIECE MARK. (EX. 08 = �'o 10 = 1-0) 4. ADEQUATE TEMPORARY BRACING MUST BE PROVIDED 8Y THE ERECTOR DURING THE ERECTION OF TI -1E BUILDING. 5. ALL PRIMARY AND SECONDARY FRAMING, WIND BRACING, ETC. MUST BE INSTALLED, PROPERLY ALIGNED, BOLTED OR WELDED PRIOR TO THE INSTALLATION OF THE PANELS. 23"4" 24`0" rl 24"0" 6. IT MAY BE NECESSARY DURING ERECTION TO MAKE MINOR ADJUSTMENTS AND ALIGNMENTS TO BOTH PURLINS AND GIRTS PRIOR TO INS -FALLING PANELS. 7. ERECTOR TO FIELD SLOT FLUSH FRAME GIRTS FOR CABLE BRACING. S. BUILDER TO FIELD CUT OR BACK LAP PANELS AS REQUIRED. 9. BEFORE INSTALLATION OF WALL PANELS, IT IS IMPORTANT TO REFERENCE WALL PANEL FASTENER LAYOUT DETAILS ( E -LI �3] K I FiBYWALL [FE148 K I RBYR I B I ) TO INSURE CORRECT USAGE OF FASTENERS. 10. DRAWINGS ARE NOT TO SCALE. 24`0" 11 :11 120'0' OUT TO OUT STEEL FRAMING ELEVATION AT COLUMN ROW - A GIRT LAP DETAIL KEY GIRT LAP KEY�CODE 1'2" LAP............ A 2"41" LAP........... B 3'5�' LAP........... C 4'W LAP........... D NOTE: ALL GIRT LAPS NOT INDICATED WILL BE 0'2k' DOOR GIRTS: ALL GIRTS ATTACHED ATONE END TO A DOOR JAMB ARE 16 GAGE UNLESS NOTED OTHERWISE. 240" 11 DETAIL KEY - BOLT TE; DUE TO KIRBY BUILDING SYSTEMS CONTINUING DETAIL No. PROGRAM OF PRODUCT IMPROVEMENT, OUR CURRENT CUSTOM ERECTION DRAWINGS ARE I BEING UPDATED. ANY REFERENCE TO 1/2' x 1" AND 1/2" XI 1/4" A307 BOLTS ARE TO BE REFERENCE REPLACED WITH 1 /2" X 1 1/4' A325 BOLTS. ERECTION DETAILS ANY REFERENCE 'ro 1/2' X 1 1/2' A307 ARE TO BE REPLACED WITH 1/2' X 1 1/2' A325 BOLTS. SUBSTITUTE THE DESIGNATED BOLTS AND INSTALL AS NOTED. 23'4" 240" ISSUEJ DE SCR I P -r I ON S I STRUCTURAL ID I\IUI.18E R , 531 B105W_SW R OD oW w � 0 (x 0(Y SAO] 4A ©� N OU V W m 6 " START SHEETING 23x0" PANEL IS 26GA. KIRBY RIB It ZINC -ALUMINUM 970" PANEL IS 26GA. KIRBY WALL UNDEFINED COLOR 1 20 ' 0" OUT TO OUT STEEL SHEETING AND TRIM -ELEVATION AT COLUMN ROW - A EAVE TRIM IS 26GA. UNDEFINED COLOR 6" END SHEETING 4"0" FACADE PROJ. GENERAL NOTES; 1. USE 4-'0 x 1' A307 BOLTS FOR ALL GIRT LAP AND GIRT TO CLIP CONNECTIONS. 2. USE 1-0 x W A307 B01_TS FOR ALL GIRT TO COLUMN FLANGE CONNECTIONS. 3. THE DIAMETER OF THE BRACING 15 DENOTED BY THE THIRD AND FOURTH DIGITS OF THE PIECE MARK. (EX. 08 = �'o 10 = 1-0) 4. ADEQUATE TEMPORARY BRACING MUST BE PROVIDED 8Y THE ERECTOR DURING THE ERECTION OF TI -1E BUILDING. 5. ALL PRIMARY AND SECONDARY FRAMING, WIND BRACING, ETC. MUST BE INSTALLED, PROPERLY ALIGNED, BOLTED OR WELDED PRIOR TO THE INSTALLATION OF THE PANELS. 23"4" 24`0" rl 24"0" 6. IT MAY BE NECESSARY DURING ERECTION TO MAKE MINOR ADJUSTMENTS AND ALIGNMENTS TO BOTH PURLINS AND GIRTS PRIOR TO INS -FALLING PANELS. 7. ERECTOR TO FIELD SLOT FLUSH FRAME GIRTS FOR CABLE BRACING. S. BUILDER TO FIELD CUT OR BACK LAP PANELS AS REQUIRED. 9. BEFORE INSTALLATION OF WALL PANELS, IT IS IMPORTANT TO REFERENCE WALL PANEL FASTENER LAYOUT DETAILS ( E -LI �3] K I FiBYWALL [FE148 K I RBYR I B I ) TO INSURE CORRECT USAGE OF FASTENERS. 10. DRAWINGS ARE NOT TO SCALE. 24`0" 11 :11 120'0' OUT TO OUT STEEL FRAMING ELEVATION AT COLUMN ROW - A GIRT LAP DETAIL KEY GIRT LAP KEY�CODE 1'2" LAP............ A 2"41" LAP........... B 3'5�' LAP........... C 4'W LAP........... D NOTE: ALL GIRT LAPS NOT INDICATED WILL BE 0'2k' DOOR GIRTS: ALL GIRTS ATTACHED ATONE END TO A DOOR JAMB ARE 16 GAGE UNLESS NOTED OTHERWISE. 240" 11 DETAIL KEY - BOLT TE; DUE TO KIRBY BUILDING SYSTEMS CONTINUING DETAIL No. PROGRAM OF PRODUCT IMPROVEMENT, OUR CURRENT CUSTOM ERECTION DRAWINGS ARE I BEING UPDATED. ANY REFERENCE TO 1/2' x 1" AND 1/2" XI 1/4" A307 BOLTS ARE TO BE REFERENCE REPLACED WITH 1 /2" X 1 1/4' A325 BOLTS. ERECTION DETAILS ANY REFERENCE 'ro 1/2' X 1 1/2' A307 ARE TO BE REPLACED WITH 1/2' X 1 1/2' A325 BOLTS. SUBSTITUTE THE DESIGNATED BOLTS AND INSTALL AS NOTED. 23'4" 240" ISSUEJ DE SCR I P -r I ON S I STRUCTURAL ID I\IUI.18E R , 531 B105W_SW D513 0C (2)REO'D DSWOIXC (TYP.) DSEOIXC TYP. DOWNSPOUT LAYOUT (2)REQUIRED PER SIDEWALL AT FRAME LINES 1-5 ONLY !)TF.TC- 5! u.j �.5... 1yg{ ,_ ds r Y o ('S_(iwi rx m be. L Csi toyEaasv t 13 L(�Iivcry oI tills 1. G!r 13i.'"%I13.°. i• :ii u_ . s::i `;+i:ki; t +�4 (t" Tl Y;;;_i and any r R dl imlel &I Ia l i ,SS::xt'' i'ai i1Y' :%ii rt +:;:,.CIifJ'S l',f HillS LllCril �jLlil:alll�y 5), st c In. I)II ott t it' Fat'I ,(l (i;, iT'_,c ti :;i '+:+11.Ovi11 (ILA4J117o5 and Rny cha- acs Li -.' FORREST J. RUSSELL FLORIDA P.E. *51590 P.O. BOX 390 PORTLAND, TN. 37148 CERTIFICATION EXTENDS ONLY FOR.THE LOADS SPECIFIED ON KIRBY'S PURCHASE ORDER AS APPLIED TO THE STRUCTURAL COMPONENTS OF THE BUILDING DESIGNED AND SUPPLIED BY KIRBY BUILDING SYSTEMS, IF ERECTED.AS INDICATED. NOTE THAT KIRBY"S ENGINEER 15 NOT ACTING A5 THE ENGINEER OF RECORD FOR THIS CONSTRUCTION PROJECT. BY DATE TL 1-10-0 - BUILDING SYSTEMS 124 KIRBY DRIVE, PORTLAND, TN 37148 A DIVISION OF ASSOCIATED BUILDING SYSTENS,INC. 'I'ITLE: BACK SIDEWALL DRN.BY: BUILDER: SUNSPAN STRUCTURES DATES CUSTOMER:UPSALA INDUST. PARK 98 CKD.BY: LOCATION:SANFORD, FL DATE, 8 AES1 JOB N0: 531810 DWG.NO, EB OF, 15 R (n 6T121 � GC09 � SAO] 4A V D513 0C (2)REO'D DSWOIXC (TYP.) DSEOIXC TYP. DOWNSPOUT LAYOUT (2)REQUIRED PER SIDEWALL AT FRAME LINES 1-5 ONLY !)TF.TC- 5! u.j �.5... 1yg{ ,_ ds r Y o ('S_(iwi rx m be. L Csi toyEaasv t 13 L(�Iivcry oI tills 1. G!r 13i.'"%I13.°. i• :ii u_ . s::i `;+i:ki; t +�4 (t" Tl Y;;;_i and any r R dl imlel &I Ia l i ,SS::xt'' i'ai i1Y' :%ii rt +:;:,.CIifJ'S l',f HillS LllCril �jLlil:alll�y 5), st c In. I)II ott t it' Fat'I ,(l (i;, iT'_,c ti :;i '+:+11.Ovi11 (ILA4J117o5 and Rny cha- acs Li -.' FORREST J. RUSSELL FLORIDA P.E. *51590 P.O. BOX 390 PORTLAND, TN. 37148 CERTIFICATION EXTENDS ONLY FOR.THE LOADS SPECIFIED ON KIRBY'S PURCHASE ORDER AS APPLIED TO THE STRUCTURAL COMPONENTS OF THE BUILDING DESIGNED AND SUPPLIED BY KIRBY BUILDING SYSTEMS, IF ERECTED.AS INDICATED. NOTE THAT KIRBY"S ENGINEER 15 NOT ACTING A5 THE ENGINEER OF RECORD FOR THIS CONSTRUCTION PROJECT. BY DATE TL 1-10-0 - BUILDING SYSTEMS 124 KIRBY DRIVE, PORTLAND, TN 37148 A DIVISION OF ASSOCIATED BUILDING SYSTENS,INC. 'I'ITLE: BACK SIDEWALL DRN.BY: BUILDER: SUNSPAN STRUCTURES DATES CUSTOMER:UPSALA INDUST. PARK 98 CKD.BY: LOCATION:SANFORD, FL DATE, 8 AES1 JOB N0: 531810 DWG.NO, EB OF, 15 1 (41) GTSOIZA EGCLXB (6) E620BXB (12) CLHIODXA 6" START SHEETING �-Y-W-Y-.Y-Y-Y-- I BASE CHANNEL IS FOR ATTACHMENT OF WALL PANELS ONLY I I I t �((0 I Ie GT121co I SA0114A I CS C3 Rn 0W CO Lu F. 0dC (DIz _U C) , O " O LIJ N L17 OD � U) S. SUBSTITUTE THE DESIGNATED BOLTS a ,j 0 ,--' 6" START SHEETING �-Y-W-Y-.Y-Y-Y-- I BASE CHANNEL IS FOR ATTACHMENT OF WALL PANELS ONLY I I I t �((0 I Ie GT121co I SA0114A I 0--,—1 L F0105 G19-(BZ12) C C G20- F0137 6—Ti 10 H6 -(84C12) 6T999 H6 -(84C12) -J2 J2 J2 84C12 84C12 Q (3)BG016920 Q 84C12 8 - JCO18 (TYP) F0100 e e O 7_ O Z 0 \ 0 1 �' 0" OPEN 24'0" e 1D (V 12'0" OPEN W C3 0 1.1-1 0� N( j 0 v 6" END SHEETING 97'0" 23'0" PANEL IS 26GA. KIRBY WALL UNDEFINED COLOR PANEL IS 26GA., KIRBY RIB II ZINC -ALUMINUM 120'0' OUT TO OUT STEEL 4'0 $ FACADE TION C01 UMN ROW G - PROD. DHE E T I NG AND TR I M E LE VA AT PANEL IS 26GA. KIRBY WALL UNDEFINED COLOR ALL OHD FRAMED OPENING JAMBS BEAR EAVE TRIM IS 26GA. UNDEFINED COLOR ON TOP OF CMU WALL (BY OF BRACKET (BKOI) WITH (B)J'O X IT' 025 BOLTS AND PORTAL FRAME COLUMN (PCX(302) (1)HAWOI HARDENED WASHER PER BOLT THIS SIDE OF MAIN FRAME 3 4Ili— (8) TYPICALIEACH END TS 7 X'3�',AOUTSTOOOUT WEB/ COLUMN WEB (TYP.) PORTAL FRAME COLUMN (PCXBOI) PORTAL FRAME RAFTER (PRXBOI) SAVE STRUT 1 ' 0 " 7" X 1}; I ANDES/TOGA. WEB/ 7" X i; F4ANGES/TOGA. WEB/ r 1 3, OUT TO OUT 1 91 OUT TO OUT STUB COLUMN RAFTER (WBX10) (4) 1'0 X 1 I' A325 BOLTS IZI4) C C(TYP. U.N.) C C 621-(BZ12) I GT122 67-(8Z14) GCO2 FACADE OUTLINE STUD COLUMN 1 5A014A (SEE SHEETS E13 & E14) 116-(84C12) (2)0 X 1 H6 --(84C 2) EAVE STRUT--,., A325 BOLTS 1 \ J2 12 Q Q e�c12 eaciz Q Q 84C12 84C12'_ L (2)BG016820 1— a e LL (2) t,0 X 1 I' e CA -2 w 1� 0 "_ 0 J O z A325 BOLTS O z O F_ ¢ w z� CL OPFN FOR CMU WALL WY OTHERS) LL a[ a 0 Lu LL a J 0 F- 24'0~ 1- - Rn R USE JK0 x 1" A307 BOLTS FOR ALL GIRT LAP F. CID t _U AND GIRT TO CLIP CONNECTIONS. 4 (v O LIJ m L17 U N w S. SUBSTITUTE THE DESIGNATED BOLTS a w L USE A-_0 x W A307 BOLTS FOR ALL GIRT TO w CD 0 '- COLUMN FLANGE CONNECTIONS. R ERECTOR TO FIELD SLOT FLUSH FRAME GIRTS FOR CABLE 3. O CL BRACING. L1J W 9 , 6 " AS REQUIRED. (EX, 08 = �"o 10 = WO) Y. BEFORE INSTALLATION OF WALL PANELS, IT IS IMPORTANT 4. ADEQUATE TEMPORARY BRACING MUST BE PROVIDED BY THE :1E J DETAILS ERECTOR DURING THE ERECTION OF THE BUILDING. ( [Pi t s3] K I RBYWALL f,lt T1s K I RBYR I B I ) TO INSURE CORRECT 5. ALL PRI1IARY AND SECONDARY FRAMING, WIND BRACING, ETC. � USAGE OF FASTENERS. � MUST BE INSTALLED, PROPERLY ALIGNED, BOLTED OR WELDED 37 Ln t PRIOR 'TO THE INSTALLATION OF THE PANELS. 10. v 0--,—1 L F0105 G19-(BZ12) C C G20- F0137 6—Ti 10 H6 -(84C12) 6T999 H6 -(84C12) -J2 J2 J2 84C12 84C12 Q (3)BG016920 Q 84C12 8 - JCO18 (TYP) F0100 e e O 7_ O Z 0 \ 0 1 �' 0" OPEN 24'0" e 1D (V 12'0" OPEN W C3 0 1.1-1 0� N( j 0 v 6" END SHEETING 97'0" 23'0" PANEL IS 26GA. KIRBY WALL UNDEFINED COLOR PANEL IS 26GA., KIRBY RIB II ZINC -ALUMINUM 120'0' OUT TO OUT STEEL 4'0 $ FACADE TION C01 UMN ROW G - PROD. DHE E T I NG AND TR I M E LE VA AT PANEL IS 26GA. KIRBY WALL UNDEFINED COLOR ALL OHD FRAMED OPENING JAMBS BEAR EAVE TRIM IS 26GA. UNDEFINED COLOR ON TOP OF CMU WALL (BY OF BRACKET (BKOI) WITH (B)J'O X IT' 025 BOLTS AND PORTAL FRAME COLUMN (PCX(302) (1)HAWOI HARDENED WASHER PER BOLT THIS SIDE OF MAIN FRAME 3 4Ili— (8) TYPICALIEACH END TS 7 X'3�',AOUTSTOOOUT WEB/ COLUMN WEB (TYP.) PORTAL FRAME COLUMN (PCXBOI) PORTAL FRAME RAFTER (PRXBOI) SAVE STRUT 1 ' 0 " 7" X 1}; I ANDES/TOGA. WEB/ 7" X i; F4ANGES/TOGA. WEB/ r 1 3, OUT TO OUT 1 91 OUT TO OUT STUB COLUMN RAFTER (WBX10) (4) 1'0 X 1 I' A325 BOLTS IZI4) C C(TYP. U.N.) C C 621-(BZ12) I GT122 67-(8Z14) GCO2 FACADE OUTLINE STUD COLUMN 1 5A014A (SEE SHEETS E13 & E14) 116-(84C12) (2)0 X 1 H6 --(84C 2) EAVE STRUT--,., A325 BOLTS 1 \ J2 12 Q Q e�c12 eaciz Q Q 84C12 84C12'_ L (2)BG016820 1— a e LL (2) t,0 X 1 I' e CA -2 w 1� 0 "_ 0 J O z A325 BOLTS O z O F_ ¢ w z� CL OPFN FOR CMU WALL WY OTHERS) LL a[ a 0 Lu LL a J 0 F- 24'0~ 12' 0" OPEN 24'0" 120'0' OUT TO OUT STEEL NOTE; �r-- TO KIRBY BUILDING SYSTEMS CONTINUING - Rn R USE JK0 x 1" A307 BOLTS FOR ALL GIRT LAP F. CID 9 , 6 " AND GIRT TO CLIP CONNECTIONS. 4 (v 12' 0" OPEN 24'0" 120'0' OUT TO OUT STEEL FRAMING ELEVATION AT COLUMN ROW - G GENERAL NOTES: NOTE; �r-- TO KIRBY BUILDING SYSTEMS CONTINUING - DETAIL N0: R USE JK0 x 1" A307 BOLTS FOR ALL GIRT LAP F. IT MAY BE NECF5SARY DURING ERECTION TO MAKE MINOR AND GIRT TO CLIP CONNECTIONS. REFERENCE i AND GIRTS m U REPLACED WITH 1/2" X 1 1/2A325 e S. SUBSTITUTE THE DESIGNATED BOLTS ' USE A-_0 x W A307 BOLTS FOR ALL GIRT TO C:) CD �! '- COLUMN FLANGE CONNECTIONS. 7. ERECTOR TO FIELD SLOT FLUSH FRAME GIRTS FOR CABLE 3. R CL BRACING. L1J W 9 , 6 " AS REQUIRED. (EX, 08 = �"o 10 = WO) FRAMING ELEVATION AT COLUMN ROW - G GENERAL NOTES: NOTE; �r-- TO KIRBY BUILDING SYSTEMS CONTINUING - DETAIL N0: 1. USE JK0 x 1" A307 BOLTS FOR ALL GIRT LAP F. IT MAY BE NECF5SARY DURING ERECTION TO MAKE MINOR AND GIRT TO CLIP CONNECTIONS. REFERENCE ADJUSTMENTS AND ALIGNMENTS TO BOTH PURLINS AND GIRTS TO 1 /2" X 1 1 /2" A307 ARE U REPLACED WITH 1/2" X 1 1/2A325 PRIOR TO INSTALLING PANELS. S. SUBSTITUTE THE DESIGNATED BOLTS 2. USE A-_0 x W A307 BOLTS FOR ALL GIRT TO C:) T Ln �! t COLUMN FLANGE CONNECTIONS. 7. ERECTOR TO FIELD SLOT FLUSH FRAME GIRTS FOR CABLE 3. THE DIAMETER OF THE BRACING IS DENOTED BY THE CL BRACING. L1J THIRD AND FOURTH DIGITS OF THE PIECE MARK. B. BUILDER TO FIELD CUT OR BACK LAP PANELS AS REQUIRED. (EX, 08 = �"o 10 = WO) Y. BEFORE INSTALLATION OF WALL PANELS, IT IS IMPORTANT 4. ADEQUATE TEMPORARY BRACING MUST BE PROVIDED BY THE :1E TO REFERENCE WALL PANEL FASTENER LAYOUT DETAILS ERECTOR DURING THE ERECTION OF THE BUILDING. ( [Pi t s3] K I RBYWALL f,lt T1s K I RBYR I B I ) TO INSURE CORRECT 5. ALL PRI1IARY AND SECONDARY FRAMING, WIND BRACING, ETC. � USAGE OF FASTENERS. � MUST BE INSTALLED, PROPERLY ALIGNED, BOLTED OR WELDED Ln t PRIOR 'TO THE INSTALLATION OF THE PANELS. 10. DRAWINGS ARE NOT TO SCALE. G I R -F LAP DETAIL KEY GIRT LAP KEY CODE 1'2" LAP............ A 2'4V LAP........... B 3'61' LAP........... C 4'8a" LAP........... D NOTE: ALL GIRT LAPS NOT INDICATED WILL BE O'2 V DOOR GIRTS: ALL GIRTS ATTACHED ATONE END TO A DOOR JAMB ARE 16 GAGE UNLESS NOTED OTHERWISE. PORTAL FRAME CLEARANCE 12'0" 9'6" OPEN 24"0 ff 1'11i" DETAIL KEY NOTE; �r-- TO KIRBY BUILDING SYSTEMS CONTINUING - DETAIL N0: RAM OF PRODUCT IMPROVEMENT, OUR 0 ENT CUSTOM ERECTION DRAWINGS ARE G UPDATED. ANY REFERENCE TO 1/2" x I' FAND1/2T X 1 1/4' A307 HOLES ARE TO BE REFERENCE ACED WITH 1/2" X 1 1/4" A325 BOLTS. !:RECTIONREFERENCE BETA [ I_5E TO 1 /2" X 1 1 /2" A307 ARE U REPLACED WITH 1/2" X 1 1/2A325 e F O S. SUBSTITUTE THE DESIGNATED BOLTS w INSTALL A5 NOTED. 234" 24'0" .,,--- 8' t w 0 QC -� CD e U e F O w O w C:) T Ln �! t (Y7 _ 0 O > Q LL) CL O r- L1J FCD- f. —I J w a :1E t(D O t � CJ � t 0 t c cn f. w a :1E t(D O t � � R Ln t t O m ul w 1 J 1 u D L L D L t t TRLtT CI. i These [IrL?�� $t:z Or "•C ;'i ° J'' 1 =_!: 1 , t� ; x7 -cY c`';t aid may i " ! i it_ . : .v' ,124:. uz;lii1 � y [ii thI3 li•,', LT��:a 1s; bG �y tl._ _. Il- .. ,1�. .., - IJC4j(7CL, ? ut s: n•'...'; t :{" ! t.. 'c'cl .. e° ! I,1 ds:,. 3114 any 1 1 t` ti. n"{ o'..r.: :� ._ `a .. i}" .CJ x ,ti ii' 5 )T tlil i i'.io tal buiIL�llluj additional .y `,- -. _ 14. G=; -.0 ., ..- ,. 'pp vovaI draw!Iily-`5 and FORREST J. RUSSELL FLORIDA P.E. *51590 4' 0" P.O. BOX 390 -- - - PORTLAND, TN. 37148 FACADE PROJ. CERTIFICATION EXTENDS ONLY FOR THE LOADS SPECIFIED ON KIRBY'S PURCHASE ORDER AS APPLIED TO THE STRUCTURAL COHPONENFS Of: THE BUILDING DESIGNED AND SUPPLIED BY KIRBY WILDING SYSTEMS, IF ERECTED.AS INDICATED. NOTE THAT KIPHY'S ENGINEER IS NOT ACTING AS THE ENGINEER OF RECORD FOR THIS Comm,RUCTION PROJECT. ISSUE DESCRIPTION BY DATE S STRUCTURAL TL 1--10-0 BU I LO I NG SYSTE115 ' .P. 124 KIRBY DRIVE, PORTLAND, TN 37148 A DIVISION OF ASSOCIATED BUILDING SYSTEM, INC. TITLE. FRONT SIDEWALL DRN.BY: BUILDER: SUNSPAN STRUCTURES DATE: CUSTOMER.-UPSALA INDUST. PARK #0 CKD.BY: LOCATION=SANFORD, FL DATE: ID NUIlE3ER: 531810SW SWF AES1 JOB NO, 531818 DWG. No: E9 OF, 15 - ------------ ---------------- ----------------- ----------------- -- ----I f IF- - - - - - - - - - - - - - - - - - - - - - - - - - PL 14 PL140 WCTI3XA WCTI3XA ~L — - — ) - -- PCT I 5X8 -;J w 0- - 12L 4 cc I--- — I I--- cr_ p ¢ z -A ic p ¢ 0_ t � 7 < r� k 2 CL IT) LL O w : mO w Ln LL U� '- 00 OPEN FOR CMU WALL (BY OTHERS) .- o LL>_ w F- m a' 0 4rQ" :ACADE PROJ. EHASECHANNEL IS FOR ATTACHMENT OF WALL PANELS ONLY 00 -- � a U � I IN w Lu w v w v w U U1 v e 4 a :1E F - U Q Q � U J 0 O O 0 O Ill wo Tin O O O O Q 0 O 0 O Q ¢ mw 0 37 w Ch O w �v_ 7 AND GIRTS � a ¢ a o PRIOR TO INSTAL -LING PANELS. w o FLANGE CONNECTIONS. 7. BEGIN SHEETING AT PEAK. O o 0 m o 0 1'2" LAP............ A o O , 0 Lu 0 0 0 0 - tv m m m 0 IN w U w v w v w U U1 v U w U w U w U w U w 0 O O 0 O 0 0 O O O O U 0 0 0 O Q O 0 0 TO CLIP CONNECTIONS. ADJUSTMENTS AND ALIGNMENTS TO BOTH PURLINS AND GIRTS GIRT LAP DETAIL KEY 2. USE J'O x IJ' A307 BOLTS FOR ALL GIRT TO COLUMN PRIOR TO INSTAL -LING PANELS. GIRT LAP- KEY CODE FLANGE CONNECTIONS. 7. BEGIN SHEETING AT PEAK. O o 0 0 o 0 1'2" LAP............ A o O , 0 0 0 0 0 0 - tv m m m m m m m m IT v m m m m m m m m (V O 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 END END HEETING SHEETING 50 ' 0" OUT TO OUT STEEL F 1z SHEETING AND TRIM ELEVATION AT FRAME LINE - 6 PANEL IS 26GA. KIRBY RIB II ZINC -ALUMINUM TRIM I5 26GA. UNDEFINED COLOR D C B rnm ocn m A 4'0" FACADES PROD. 14+4" 15"0" 150" 14"4" 150" DETAIL KEY 8" 4,0" FACADE PROJ. [AND NOTE: TO KIRBY BUILDING SYSTEMS CONTINUING DETAIL NO. RAM OF PRODUCT I MPROVEMENT, OUR ENT CUSTOM ERECTION DRAWINGS ARE G UPDATED. ANY REFERENCE TO 1/2" x 1" 1/2' X 1 1/4" A307 BOLTS ARE TO DE REFERENCE ACED WITH 1/2" X 1 1/4" A325 BOLTS. ERECTION REFERENCE TO 1 /2" X 1 1/ /2" A307 ARE DETAILS E REPLACED WITH 1/2' X 1 1/2' A325 BOLTS. SUBSTITUTE THE DESIGNATED BOLTS INSTALL AS NOTED .^''�.. L 4 q�L liyriUr to Yq•dr'� Sr1 a a�;t,i� �ir.CS • iece fl"37_ll7,`- rrj11 =� 1� X1101 Ti►z`� dr �s. J tl�� i ili b rtr��ti-y °l 1f,.Jal ciczwii be �;,ecl to a v� dt ir�5 lsr c1�F ct:Yg��,ed rQ}@Ct, fl'S9 ¢2�i it`3��-,a� �rC rift S.ce Ery s� j;1i9 Grp} `t. P 1' �dditiot�"t �• t;�e3:: cacti u,,.3 j Ilse d� ljarl "5 FORREST J. RUSSELL FLORIDA P.E. #51590 P.O. BOX 390 PORTLAND, TN. 37149 CERTIFICATION EXTENDS ONLY FOR THE LOADS SPECIFIED ON KIRBY"S PURCHASE ORDER AS APPLIED TO THE STRUCTURAL COMPONENTS OF THE BUILDING DESIGNED AND SUPPLIED BY KIRBY BUILDING SYSTEMS, IF ERECTED AS INDICATED. NOTE THAT KIRBY'S ENGINEER IS NOT ACTING AS THE ENGINEER OF RECORD FOR THIS CONSTRUCTION PROJECT. IS501] DESCRIPTION BY DATE CA AarI Ar aw Ida 14 Ilk .S STRUCTURAL TL 01-10-0 BUILD 1 NG SYSTEMS _ _ 124 KIRBY DRIVE, PORTLAND, TN 37148 A DIVISION OF ASSOCIATED BUILDING SYSTEMS, INC. TITLE, RIGHT ENDWAI_L DRN.BY: BUILDER: SUNSPAN STRUCTURES vDATE. CUSTOMER:UPSALA INDUST. PARK #B CKO.BY, �- -- LOCATION: SANFORD, Fl... - -_.- -- DATE, ID NUMBER, 53181OLO EWR AES JOB No: 531818 OWG.NO, E12 OF, 15 4 r Q" r 60 V OUT TO OUT STEEL FACADE _ PROD. FRAMING ELEVATION AT FRAME LINE - 6 GENERAL NO-FE5: 1 . USE 1'0 x I' A307 BOLA'S FOR ALL GIRT LAP AND GIRT 5. IT MAY BE NECESSARY DURING ERECTION TO MAKE MINOR TO CLIP CONNECTIONS. ADJUSTMENTS AND ALIGNMENTS TO BOTH PURLINS AND GIRTS GIRT LAP DETAIL KEY 2. USE J'O x IJ' A307 BOLTS FOR ALL GIRT TO COLUMN PRIOR TO INSTAL -LING PANELS. GIRT LAP- KEY CODE FLANGE CONNECTIONS. 7. BEGIN SHEETING AT PEAK. 3. REFER TO BEARING FRAME DETAILS FOR CONNECTION B. BUILDER TO FIELD CUT OR BACK LAP PANELS AS REQUIRED. 1'2" LAP............ A REQUIREMENTS OF RAFTER TO RAFTER AND RAFTER TO COLUMN. 9, BUILDER TO FIELD BEVEL ENDWALL PANELS ON SLOPES OF 2'4k' LAP........... B 4. ADEQUATE TEMPORARY BRACING MUST BE PROVIDED BY THE 2:12 AND GREATER. 3'6�' LAP........... C ERECTOR DURING THE ERECTION OF -11-11 BUILDING. 10. DRAWINGS ARE NOT TO SCALE. 4'Bt' LAP........... D 5. ALL PRIMARY AND SECONDARY FRAMING, WIND BRACING, ETC. NOTE: ALL GIRT LAPS NOT MUST BE INSTALLED, PROPERLY ALIGNED, BOLTED OR WELDED PRIOR TO THE INSTALLATION OF THE WALL PANELS, INDICATED WILL BE 0"7�" DOOR GIRTS: ALL GIRTS ATTACHED AT ONE END TO A DOOR JAHB ARE 16 GAGE UNLESS NOTED OTHERWISE. 14"4" 150" DETAIL KEY 8" 4,0" FACADE PROJ. [AND NOTE: TO KIRBY BUILDING SYSTEMS CONTINUING DETAIL NO. RAM OF PRODUCT I MPROVEMENT, OUR ENT CUSTOM ERECTION DRAWINGS ARE G UPDATED. ANY REFERENCE TO 1/2" x 1" 1/2' X 1 1/4" A307 BOLTS ARE TO DE REFERENCE ACED WITH 1/2" X 1 1/4" A325 BOLTS. ERECTION REFERENCE TO 1 /2" X 1 1/ /2" A307 ARE DETAILS E REPLACED WITH 1/2' X 1 1/2' A325 BOLTS. SUBSTITUTE THE DESIGNATED BOLTS INSTALL AS NOTED .^''�.. L 4 q�L liyriUr to Yq•dr'� Sr1 a a�;t,i� �ir.CS • iece fl"37_ll7,`- rrj11 =� 1� X1101 Ti►z`� dr �s. J tl�� i ili b rtr��ti-y °l 1f,.Jal ciczwii be �;,ecl to a v� dt ir�5 lsr c1�F ct:Yg��,ed rQ}@Ct, fl'S9 ¢2�i it`3��-,a� �rC rift S.ce Ery s� j;1i9 Grp} `t. P 1' �dditiot�"t �• t;�e3:: cacti u,,.3 j Ilse d� ljarl "5 FORREST J. RUSSELL FLORIDA P.E. #51590 P.O. BOX 390 PORTLAND, TN. 37149 CERTIFICATION EXTENDS ONLY FOR THE LOADS SPECIFIED ON KIRBY"S PURCHASE ORDER AS APPLIED TO THE STRUCTURAL COMPONENTS OF THE BUILDING DESIGNED AND SUPPLIED BY KIRBY BUILDING SYSTEMS, IF ERECTED AS INDICATED. NOTE THAT KIRBY'S ENGINEER IS NOT ACTING AS THE ENGINEER OF RECORD FOR THIS CONSTRUCTION PROJECT. IS501] DESCRIPTION BY DATE CA AarI Ar aw Ida 14 Ilk .S STRUCTURAL TL 01-10-0 BUILD 1 NG SYSTEMS _ _ 124 KIRBY DRIVE, PORTLAND, TN 37148 A DIVISION OF ASSOCIATED BUILDING SYSTEMS, INC. TITLE, RIGHT ENDWAI_L DRN.BY: BUILDER: SUNSPAN STRUCTURES vDATE. CUSTOMER:UPSALA INDUST. PARK #B CKO.BY, �- -- LOCATION: SANFORD, Fl... - -_.- -- DATE, ID NUMBER, 53181OLO EWR AES JOB No: 531818 OWG.NO, E12 OF, 15 k 0 cr m LL LI 0 R v7 0 Lu O � z Q w I U I F12 (4)1"0 X I' A307 BOLTS FT2 (4) k_'O X I' A307 BOLTS #14 X i" SDS (TYP. U.N.) 6 W/O WASHER #14 X SDS (TYP. U.N.) W/O WASHER (12' O.C.) #14 X i' SDS W/O WASHER (12' O.C.) #14 X k' SDS W/0 WASHER S~ (12" O.C.) (12" O.C.) I 12 ----(2)1'0 X 11' A307 BOLTS 12 + - �� - ---(2)1'0,X If A307 BOLTS IsltF12 GCO7 CLIP GCO7 CLIP (BOTH SIDES) 151t (BOTH SIDES) (4)10 X 1" A30Y BOLTS (4)4-'0 X 11' A325 BOLTS --(A#14 X k- SDS (TYP. U.N.) FACADE FACE PANEL (KR II) )x'(6 X 1 " A325 BOLTS _ W/O WASHER FACADE FACE PANEL (KR 1 I) -----w- s (.l 2' O.0 #14 X V SDS W/O WASHER BACK PANEL (KR 11) a BACK PANEL (KR II) " <m (12 O.C.) #12 X 11' 5D5 W/0 WASHER Q x INSIDE CLOSURE (I CKR) WITH #12 X 1'�' SD5 b!/0 WASHER -- � x INSIDE CLOSURE (1 CKR) WITH � � - MASTIC ABOVE & BELOW a� (2) 1"0 X 1 i" A307 BOLTS (12" O.C.) (TYP. U.N.) U e (12" 0 C) (TYP U N) `t MASTIC ABOVE & BELOW 12 11. FT1 v v GCO7 CLIP I " #12 X 11' SDS WITH WASHER o R_ ? # 12 X 1 �" SD5 WITH WASHER 15 � (BOTH SIDES) (SEE PL148 FOR SPACING) (SE=E PL14B FOR SPACING) (4) -0 X l " A325 BOLTS FACADE FACE PANEL (KR I I) / ROOF PANEL (KR I [) 11) - _�------ ROOF PANEL (KR 1 I) `< w INSIDE K CLOSURE PANEL (KRI CKR) �l sv PARAPET GUTTER s� PARAPET GUTTER #12 X I I' SDS W/O WASHER x HI LO TRIM (HLT) -� --% #14 X SDS 4JITH WASHER (1 �0" O.C.) DOWNSPOUT t.k - , ---- - e �t (12" C.C.) (TYP. U.N.) c� ENDWALL COLUMN =� I 1 DOWNSPOUT U �, ROOF PANEL (KR !I) I I (1) DSBI4XC r I h (1) DSBI 4XC (SHAPE VARIES) " ��` �I- 4'__-PURLIN OR EAVE STRUT -- (3) DSROI XC m j� - (3) DSROI XC �� SA02 s�� FACADE ARM i I- s-•---v7'FACADE ARM I I ``-- cQ� -- (4) "� X 1 CWBX18) I i — (4) f 0 X 1 i" < - A325 BOLTS - T _ t� ._ - # 12 X 1 SDS W/0 WASHER � A325 BOLT S AT EACH PURLIN OR EAVE STRUT \ WALL PANEL (KR II) r (4) �_0 X 11"-- FIELD FLATTEN AT' --WALL PANEL (KR I I) WALL PANEL (KR 11) A325 BOLTS FACADE BRACKET FTI\_(4)f"O X If FIELD FLATTEN AT FT4 A325 BOLTS FT4 FACADE BRACKET_ m„ _ #14 X V SDS W/0 WASHER TRIM (PCT)#14SDS _ (4) f0 X 1 f I (12" O.C.) �-- X k' SOS WASHER TRIM (PCT) T"� a �. fes— FACADE ARM A32S BOLTS CMU WALL -- MAIN FRAME COLUMN (12 O.C.) CMU WALL s�+--- ENDWALL COLUMN (W8X 1 Q) I (BY OTHERS) (SHAPE VARIES) 0 (BY OTHERS) / (SHAPE VARIES) c (n - 4 r V NOTE: STUB COLUMN AT FRAME LINE 5 IS NOT SHOWN FOR CLARITY c d PL900- F_- BLDG, WIDTH FT2 #14 X k" SDS W/0 WASHER (12" O.C.) ! GENERAL NOTES; 1. DRAWINGS ARE NOT TO SCALE. 12 f- -- FACADE ARM (W8X18) Al t 0 0 6 S" (4) 1'0 X I' A307 BOLTS (TYP. U.N.) #14 X V SDS W/O WASHER (12" O.C.) (2) f"¢ X 1 #" A307 BOLTS GCO7 CLIP (BOTH SIDES) ---(4)1'0 X 11' A325 BOLTS BACK PANEL (KR II) INSIDE CLOSURE (I CKR) HI -LO TRIM (HLT) #14 X V SDS WITH WASHER (1"0' O.C.) ROOF PANEL (KR 1 1) SA02 PURLIN OR EAVE STRUT --#]2 X l#' SDS W/O WASHER AT EACH PURLIN OR EAVE STRUT WALL PANEL (KR I I ) I (4) 1'0 X 1 I" A325 BOLTS 1 �-(4) f O X 1 J' -J I TRIM (PCT) A325 BOLTS FT4 X SDS W/O WASHER I ENDWALL CORNER COLUMN (12' O.C.) I (SHAPE VARIES) CMU WALL (BY OTHERS) 4"0" BLDG. WIDTH PL902_ E1 5 4V T PL901 E 15 X BLDG. WIDTH k 0 r DETAIL KEY U_QLT NOTE : DUE TO KIRBY BUILDING SYSTEMS CONTINUING DETAIL NO. PROGRAM OF PRODUCT IMPROVEMENT, OUR CURRENT CUSTOM ERECTION DRAWINGS ARE BEING UPDATED. ANY REFERENCE TO 1/2" x 1" AND 1/2" X 1 1/4" A307 BOLTS ARE TO BE REFERENCE REPLACED WITH 1/2" X 1 1/4'A325 BOLTS. ERECTION DETAILS ANY REFERENCE TO 1/2' X 1 112' A307 ARE TO BE REPLACED WITH 1/2" X 1 1/2" A325 BOLTS. SUBSTITUTE THE DESIGNATED BOLTS AND INSTALL AS NOTED. -/\, \-(4)j'0 X 1 I" -- J A325 BOLTS FT4 X V SDS W/O WASHER (12" O.C.) CMU WALL (BY OTHERS) 4'07 . PLY03 . E I 5_ x TRIM (PCT) ENDWALL COLUMN (SHAPE VARIES) BLDG. WIDTH y ;.,, t; .,i �. 7�;S fro. ct and may 11 5, 1181 S" t(ni f C+' 3f t l f ! - 4 These clra , s z c j be used to vc f_ { ',1'e Irt.' 1'tY ry C ti115 rzl`.. a pc; ui �, rvv 1 i <l t; , , alar:.: r'i any prcc ` bvitdin ! S 5t_;F1. 1'e :i C: tI3i1,1_ +<1 J11?ttr'n !?a7; ;t) I)c: 1t Ftlapproval i ravviings and any clac°' rr t (i(;".lfltl f'dcliVery l'•I i2! i �731'lf Gt. FORREST J. RUSSELL FLORIDA P.E. #51590 P.O. BOX 390 PORTLAND, TN. 37140 CERTIFICATION EXTENDS ONLY FOR THE LOADS SPECIFIED ON KIRBY'5 PURCHASE ORDER AS APPLIED TO THE STRUCTURAL COMPONENTS OF THE BUILDING DESIGNED AND SUPPLIED BY KIRBY BUILDING SYSTEMS, IF ERECTED AS INDICATED. NOTE THAT KIRDY"S ENGINEER IS NOT ACTING AS THE ENGINEER OF RECORD FOR THIS CONSTRUCTION PROJECT. ISSUE DESCRIPTION BY DATE Ar S STRUCTURAL TL 1-10-0 pq Vkll BUILDING SYSTEMS M 124 KIRBY DRIVE, PORTLAND, TN 37148 A DIVISION OF ASSOCIATED BUILDING SYSTEMS, INC. -TITLE: FACADE DETAILS DRN.DY: BUILDER, SUNSPAN STRUCTURES DATE, CUSTOMER:UPSALA INDUST. PARK #8 CKD.BY: LOCATION:SANFORD, Fl- DATE: ID NUMBER: 531818LUMANSARD-DET AFSJ JOB N0: 531818 DWG. NO: E 15 OF : 15