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501 Codisco Way Metal Roofing diagram
ZnTEEL BUILDINGS.INC.,Ivor THIS IS TO CERTIFY THAT THE ABOVE STEEL STRUCTURE IS DESIGNED TO MEET OR EXCEED THE FOLLOWING LOAD COMBINATIONS: 1) PSF LIVE LOAD PLUS DEAD LOAD 2) 1401.VdWIND LOAD PLUS DEAD LOAD THESE OAD ARE YIN/Clc R ANCE WITH C, BUILDER XC.KEV.—j7C( G0eM(-:0-f CORP, CUSTOMER S, o\A n1 u FAc-fo Z kM li),.. BUILDING SIZE /J4 -Z 2tA'.x- 277'X 2D',riy D.S.B. JOB NO. //6"0.3 DEAN STEEL BUILDINGS, INC. �6auuvF FT. MYERS, FLORIDA = E d O/Os fi d a�4 � •IXE STANDARD CODf S' t METAL 1UROING MANUFACTUAEIS ASSOCIATION COMPLIANCE NUMBER 8367 j{C G1J ems'-o I IL l�� i Z3�-Iti� 2991- 0'' Id ® 25•-0.. - l 51DEWAl..L'"A' I � I �421 2.. 2� TYR R)51 D FRAME TYP. RIGID FRAME ANCHOR BOLT SETTING ANCHOR BOLT SETTING 3/4"0 BOLTS (SEE CHART FOR BOLT SIZES) I 1 _ I • .' — • • f/ • Z4'-o" . Q I O • O • o 0 N • • c 0 ; O Z � TYR ENDWALL COLUMN - • w 1 ANCHOR BOLT SETTING _ + _ w .— - 3/4" 0 BOLTS • a N T O o N • v TYPICAL PIPE COLUMN + �a ANCHOR BOLT SETTING • p _ (SEE CHART) •QQ + + N 4 • • `O ANCHOR BOLT PRQJECTICNS PIPE COLUMN PROJECTION OTHER COLUMN PROJECTION i i - LEDGE DETAIL ANCHOR BOLT SIZES (PIPE COLUMNS) LIVE LOAD/ WIND LOAD & 12/2073 3/4.0 EH Ptt - ALL -* - :_ALL--.412.. EH EH — • ;0 Dean Steel Buildings does not design and is not responsible - , o for the design, materials, and construction of the foundation N or foundation embedments. Adequate provisions shall be • made in the foundation design for loads Imposed by column + - jeactions of the building and any other imposed loads, `Z tccounting for the bearing capacity of the soil and other. onditions of the building site. � •+• - — t•}tT- +IIR • — ��J ECR No. Reviaon_ Date ey• �• . �• . , .'.�'R�S�.Y»`.•:�.'i.•a�•�:1.'•'}�..i3•.:'•1��1Y4�.•�'K�L�i�'P.��.�.�•S At:{Y1�L'•{l1. YlM1'�VIT.�.•.�'i'.! •T•.y�•. ....QS•'11.�:Y.'�..'1U.�: JORA" .. Mi[ I.2 —12,3 ICA' ftf `" NON JOC MUMS" h . s I j 3 � -" ' ` Job":Name+M`KEL OEVEtAPMeiNT GcRP.CHICKM µ �. ►A1,NU -� uR�►,�y#� oA r Arnavep • oA7s sriuer tMu►+.r0t DEAN STEEL BEDGS. Description 2942. PALM AVENUE ANCHOR eocT I'uw FIX.. LM - 2 200' SPAN FT: MYERS. FLORIDA 51 REWALL "A" 51 PEWAL.L •"C" r 14,�K I52.0" I3Z.o" 14.V- DEAD LCAD } UNE k-oAD 1 3.2 T 2�" T 9�` � 2•�K DEAD LOo D i WIWD LOAD R 2,6K 1 9 8 Z.3K > 3,zK DEATD wA.o t WIND t_oAD BOLT SCHEDULE CONN. OTY. S I ZE A 8 5/8' 0 X I. 1/2' E5 12- 5/ a' gS A z. G 1-2 X Z D 4 x I �lx NOTEI ALL BOLTS TO BE HIGH STRENGTH WITH NUTS 12 I� R R 1 a RR-,sjF 13 a�Tz3o uSF5NLz3o ►�S�Fs OJ Z'- Z �- A► IZ22� ti15tF5 5 AIA 1Z26 NS A FS _ N �' _ "3:J1LDE2 RESnONSIF3LE FOZ z ATTACNIuf (%9514E FLANUt $ FIANLaE N Qy RL-I ,�.q4�F TO MASotaRY AT -7 J", � J F — RR-2- RR-G@) 13 2 z I -a AN 1228 N `- i FS 44 1250 A:Z �i CID s OF FRAME R R-3 RR-4 i RR- 7 (P AlJlZ3o NS $ FS I'-2-" A1J �tbt N5 f FS Al_i.IZZ9 �+=� 9 rS O�l lutz29 �iS�FS `-aJlZzte Ns ONLY o" GIRT LINE TO GIRT LINE FRAME LT►JES �-:j3_ NOTE1 1. FOR PURLIN SPACING SEE THE ROOF PANEL LOCATION PAGE. 2. FOR GIRT SPACING SEE THE SIDENALL FRAMING 5 SHEETING PAGE. 3, THE HIGH STRENGTH BOLTS a WASHERS SPECIFIED FOR USE AT THE COLUMN B RAFTER CONNECTIONS CONFORM TO A.S.T.M. SPECIFICATION A-325. THESE BOLTS MUST BE TIGHTENED BY THE 'TURN -OF -NUT' METHOD AS DESCRIBED IN SECTION SIC) OF THE A.I.S.C. SPECIFICATION 'STRUCTURAL JOINTS USING A.S.T.M. A-325 OR A-430 BOLTS. rgiwFS ARE. SYYVGT41,.-, I C:Ur.X `iyr IR N DATE JJOB NUMBER 12-24--SI IIS03 CNFCKED DATE SHEET NUNDEN FZI cE .3-- 0 D DEAN STEEL BLDGS. 2135 HANSON STREET FT. NTERS, FLORIDA DEALER, M`KEE REV E'�flc�lt�tirt �ptZ� CUSTOMERS MET4L MA�1V�Ac-TURtN�#Z DESCRIPTION, RIGID FRAME CROSS SECTION trA-2- Zoo x 294''-0 K 20"-o a4 f I� 1 -EX 15-f . RF NOiE: COMMON WALL. OPEN (13UIt_OEL rD REI-OCA% EX/5-f/NG ZWOWWALL NOTE 13urtDER 1-5 RE590QstBtE rOK ATlAC.NING F•LAMCA�. Q>RACE of R)600 FRAME E•xTERtDR, COLUM�1 r0 MASo�t2t 7'- 4' J -` _-l�iLlL.l2EfZAl�O_P..01aLSt8.1.F_�R �R�.�N�, ENt7wAt1 c-oIUMNS -ro M►.SONR`C @ l'-4 A.LL PER TEE- NQ DEStc i,1 DEZAItS MNRUAt_. a�J Z5'-e U 25`-0 425. o- '26"-a^ zS'-0" zSo 25'-0 10 29 0' 29 0 �g -o Z4 -oxc-31 rR hio (C 3 �b xc-3096 C- It;bRC-1C I c- t �� I -. RC i I % Rc ! \ / /- R c- t Rc 1 / Rc-1 O �� �-1=xIsT, 4u1LD1�1� Etiawc,�� •' D I \ OI y \I \ I - EXIST. ?"F• mLJ -1 N xc.-3195 — XG-323 S — XC-3234 0 0 — XC-3234 — XC •• 3234 —. XC-313 �• �- XC-3234 —XC-3234 ' XG-32.35 —XC-3195 D3 0 XC-3195 r� :Z 34 ---.xC -3234 i —x� 3234 -x�3z35 —Xc•319 � 0 0 C C xc-3(9�) x; 5Z35 x< 3Z 34 AC.-52 34 XC•3Z 34 xC �,Z 34 X�-7Zb4 xc•3195 ' RC•- I - Rc. l / Rc•1 Rc-I �— Rc-1 XG_-3l�0/0_ RC- 1 xC Slb.(o �_ KL-31b10 Rc= DOOR SC-NEUULE •^?Y pEoL21PT101J O\\ � WD�105 WALIL DER �J ACI-E550RIr-, S SuPPt-IEO BUT NOT 15Aaw►J 600' LF (a u TrER 2-4@2p' oowNsnoTS - 2o' 96. S1L` lL-nNTS zA M,ouove Ors lo'Ku' W/ DAMPERS 600' 4 LF BASE TRIM 0 0 0 O -A>tLD30'7C6. RF-HOC-eF- P FROM EX.►STiNG-U.)LVING 1.1OTE: S1DEW44L 'A' SIpEWAtt_•C" NOTE: LEhuiH 1O gE OPE►1 ;TEMPORARY BRACING SHALL BE INTRODUCED FoR MASouQY WHEREVER NECESSARY FOR ALL LOADS THE --STANDARD NUT 'THE UERECTIONMAY P.ROCESSBE SUBJECTED TO DURING /-,—STANDARD WASHER INOT SUPPLIED BY DEAN STEEL BLDGS.I CRESCENT WASHER EYEBOLT THE SIZE OF THE CABLE BRACING (XC) IS COOED •I1 THE PART NO., EXANFLEt XCID 23, -14' LONG AILE $IA. IN SIXTEENTHS OF AN INCH l5/14' 410 ' CABLE DIAMETER EYEBOLT DIAMETER 1/4, 1/2' 5/16, S/1' 3/1, T./16' 3/1' xc-310 �> Xc-7 5. x� 31co4 x�-3tco4 xvll�4 xc-3164 xc.-31�d X&N64 XG•31o5 XC-3o9 {. Et ¢054 0 7 Ec.-381 O ENOVJk�-L EC-3810 O� �c -7 Ec.-38O4 E(-h054 .�ECR No. Revision 1 Date I By • :»v.��"nnrktnxarnnr.,k.:..d:' :::i::3.... .. .. GAWN DATC StAU10• wu�acR Job 2 22- -3 M014 E503. Wgem PsvEI.OPMt:gr WRF. Crccxcw_ a►TV rnov'cD • CATC SHM WHOCR 5 METAL "wurA---r wL-j 42 LcE ►z•3�•85 oR2} 'DEAN, STEEL BLb'G$. � Doccription A It: "Aq H 2735.NANSON STREET CABLE eMC%We:, 4 LOB, L0eAT10►.1 F,r MYERSFLORtna 33901 300'-I" EX1SiIN6 Fl-10. G1R'- LINE 7-5-0! ZS=o' 2ra-0" 25=0" Zvi O zt -o' 25-cr 5•-0' .7 11 b'- 7 11 6 �.. � , DIAPIIR►.taM SPAc,INU !T`fP. ALL LN2S4$ / CN25i5 �-LH 7545 —cN� 2545 LGN 2S1S ;-GNig4S N 2545 �-GN iSAg -c'k L cH2'}�7 �CN 2Sd c� — C N Zbbf, I ILP8571 zP-8571 I54e. 7?-~3511 ZP-B511 15a4. -L 85-j1 ZP•asll SU4. 7P-B'=-A' z�-�5� .a. ZF'6ryl1 Z?•ab81 LP-a�i1 r i 1r,�e. - S�Q• SqA. =��4. I ( i I / � CL3042 i 4 Z ,-AP I - f-Lt1ZSA5 �cuz:�4s -C��2Si5 -c�IZ545 CN2545 -c�zSA; i 1�cH2545 r-CAZSA5 -LHZS<S {-cH254S C;A7S45 LAP PURLINS W/F-XISiING PUR NS AMP 6UILPER TO FIELD GdPE FX15-ENP BAY SAVE 57%ZtJ7 AS RE QU I RED 14 OTE ALL PURUQ LAPS To F3E / Z'-Z' UQL1=1-6 (jTNcRW�SE NOTED. IJbTE : FOR QTY. OF PURLUSS PURU+1 SPAC1�lCa PANEL t Er1yT115 R LAP DiMF_1JS1o11S, SEE PAw I— SK`lL1C,14T A PURL11.1 �PAtIuCa E. ECR No. Revision Dato DAAWW OATt Iz23=8s Igo►-S>` JOB MvwKll ��503 :: Job Name M K EE GEv FLOP r�EuT cry. CHCCKCD o,r,r[ K. ' 14E 11: 3►'aS Avrravco oaTc aHccT HvwDcR S 21 -` METAL MA1.lUFA(-CvRlKAC, r DEAN', STEEL BLDGS. Oescrlptlon 2735 HANSON STREET KC)OF FRAwt I G P L.ANI FT. MYERS, FLORIDA 100 �-o 1 �6 5'p 16 Q'/1e w �p34" 3 -0�6 -07I �� 5�-cT�16 5-u �1 4,_ &1 5 - A ,R.� L\IyNT 1 ZI pANe`414 � y I` r 25_7" PANEL PANEL - — II 45�b-' 2„ �y16 49/,' L. r 25.7 PANEL 1 2L- 4% 25'_7" PANEL 24_g" PANEL 200' SPAN I 6 6 xNOTE: WHEN GUTTER IS USED HOLD PANEL OVERHANG AT I" PAST EAVE TRIM. Ufa" DATF S>"+LL JII7 Kuvvy f 12-23'$S NONE ISp3 CHECKED OATT Al"tgVZD OAT[ SHEET HUMSER lC.*kt 1�31=$S 6 vf 21 DEAN STEEL BLDGS 2942 PALM AVENUE FT, MYERS, FLORIDA E A [Low _ 33901 Job Name M`�.EE DEVELnPM�►_i< <cKP, -M ETA L MA► L4--A LTU R1l.1 C,1 • at), Description 200' SPAN ROOF PANEL LOCATION - I RR 7 RR-7 RR-3 RR_3 RR-6 R� 6 RR-5 ZE-8654 fl ZE-8555- 16(,tA• ZE-8555- U-L-A. ZE' 8555 1bCas,• 7-e SSbrj , 1664- ZE-g655 , 16CR4• Z.E-$r-A)S ,16(.A. C--F-,-,., 16bD„ ZE-P���,lCo6,4 ZE-85r:::A, )(.GA 4 i I6 4A. -0 g - N ' L3010 v- , MAsouTzc rwc.ua�, (A ti SouRY A+JLkIr i 3Y oT:kERS 3Y OTHERS Rc-1 E� ros+ EG 3804 EC.--7 Ee- 3810 EC 6 Ec..-3,610 EC--1 Ec-3$o4 'c-4054 N w Zo'' o" zo"o" zo:0.. o'. � r- ZD ZO O zo'-O C)" Zp'• o' a ct w — c.� 2o0'-o" GIRT LINE TO GIRT LINE \ NOTE: BUILDER RESPONSIBLE To RELOCATE — — EXISTING EW ASSY'(0 Ewi3- RAF-fF-R CIIiU1�E5 I-�-8(o DuJ REVISION DATE By DRAWN IATF JOB NUMBER _ DEALER: MckEE f�EVEIDP►t�Ef.li CoP'1. CHECKEI PATE SKEET NUMBER CUSTONER: METAL MANVFAGTUR1h1(,��� o 1 IESCRIPTION: D DEAN STEEL BLOGS: ENDMALL FRAYING 2175 HAASOM STREET � NTERS. FLORIDA 041pWALL Bd ly . ,.--• ��F���7A1�7���� �i�i��:...::+.��.:::'r�.i���r:���:�C:��'.r.C:.� e MOM is��ein®i��� - _1_w���1���0�;1���!!����•��7�1�!!!!�!�■�_iii�s�iiniii�iii ---• ---A'��'7�l�!!!��\��'71�7!!�'���!��_ � � -- --.-:� �iii! i��iii�:�11�� .����� Ir�YY ��/ �IY��■1��■�Y��r■i�'��'�'i�■��I��i�is�irrii�!s!1!d'0�!_�1�=�lsw�l�s:re�li!��!•!!�!!� � r. �iw' ►i�s:.��:i �• fir_ � ��r�rii���. r._�iri�:�.i�.Z....... ��: i i:'•' - -- r..r%iiwflicaam� -- D�•�J. i+.:'__,��:��:wR��lq�!"��!�!�!!�!��■�■!1�■�f��llf aw�r: iZ i�• ��� rr �r.�i..r..r-rirr iCi:r 3 RPM CORNER FLASHING Jl =a n N OF BUILDING DRAWN DATE SCALE JD8 Hur.[R Job Name 12-Z3 NONE IvSp3` M�KEE DEVEUDPME►1T c�RP. CHECKED DATE Arp}pyEp DATE SHEET HUMSEII METAL IAAh1VRA�CTt)R)►.1C,1 �`Z 1 CE 2 =.31r OF. 21 DEAN STEEL BLDGS. DescriptionFM - 2942 PALM AVENUE LM 200' SPAN FT. MYERS, FLORIDA ENDWALL SHEETING - 33901 8 I i 3 - s I ",-Zl 1, K",-; i� :R No. Revision ?ate By b Name M'-Klre DEVEWPmr=wT Cow?. METAL MA.NJF'ACTVR�/��}��, scription i 1 M BUILDING FT. MYERS, FLORIDA FRAMING PsoMETR{r _��qn� /2�FgLF 's hJJ�9 e0<l�q�F �oG '•, `BGJ�4' O�rS yot �-< py�J �► �YG JJJ B C�N��rs SY' A� lqA c GR< ti y O �JJ J'r yGr '•.,"car STRUT DIAPHRAGM TO PURLIN CONNECTION c - /,l 7 ids» 1 I L. P ry -r P/c 'O 4Q T� v<G� ti ENDWALL COL. TO RIGID FRAME CONN. AT PEAK WITH SPLICE PLATE o0 F Fti � s F Fi IIgg1� s G J� O F OJT �00� �9 s W� O 0 •C �Br or 'flJ. EMAWN DATE ►�-23-85 SCALE NONE JOB NUMbF.R (15 Job Name ED APPROVED GATE SHEEN NUMBER WY, F-E l7EVEt�vrA�� (O:?P METAL MA4UFACTVRi►1(.�Z r�; pf 21 ' DEAN .;TEEL BLDGS. Description LR,_LM, ! Rr 2942 'PALN AVENUE FRAMING' DETAILS _� J�33901YE12S, FLORIDA RIGID FRAME CORNER \ , opt^ VIEW FROM INSIDE BLDG. FRAMING ISOMETRIC NOTE: HAND AND ADJUST DOOR (S) PRIOR TO SHEET AND TRIM WORK. T� •J .6 r� • : o � r I � r---S. ►+—OPENING DIMENSIONS—J 3'-0" FOR 3070 CONCRE iE DETAIL 4-0" FOR 4070 6'-0" FOR 6070 4 CLOSURE SCREWS AT 12" O.G NEAOE NW 5512. HEADER FLASNING DETAIL AT DOOR HEADER DOOR JAMB RIBBED PANEL FIELD CUT / PANELS REO'D. f/ AT JAMBS 14 . 3/4� LG. JAMB FLASHING SCREWS AT 18" O.C. HW 511Z DETAIL AT DOOR JAMB EDGE CHANNEL, ATTACH TO INACTIVE LEAF W/ NO. 10 1 1/2" PHSMS, I BOLTS 0 ON PARATION OVERLAP STRIP, ATTACH T( INACTIVE ACTIVE ACTIVE LEAF W/ NO. 8 x LEAF LEAF 1/2" SMS, 6" O.C. DETAIL FOR DOUBLE SWING DOORS It14 1 D /1 LG. SCREWS HW 551Z DOOR JAMB HADOW PANEL JAMB FLASHING SHADOW PANEL HEM FLASHING DOOR JAMB w/ SHADOW PANEL DOOR DESIGNATION R TYPE 'S' TYPE V SOLID GLASS UTE -47 _ ADDE >` ECR No. Revision 2Dae By ..............._......_.....:::::..........;.... y....... ._..._..................... .... ORA" DAJE ALE Joe NUMBER Job Name 9W 12-23 NONEDAAa•M10VLo DATE SHLIT NUI SER '± MFTAL M�+NUFA(_TURI►btF 1� ) OPLI DEAN STEEL BLDGS. Description -A 2942 PALM AVENUE SWING DOCR FRAMINGDETALS FT. MYERS, FLORIDA CECO DOORS ONLY im)33901 HW-5512, 12 SIDE LAPS 0 HW-5512, 6" O.C, BOTH END LAPS � . - ... , .... ., .. , ..:ter•- .. 1 .. . , . X X —IN GROMMET BOLTS, HW-5526, 12"O.C. HW-551Z,12 O.C. (MUST BE SPECIAL ORDERED) HW-551Z, 6"O.C. TAPE SEALER HW- 5775 a EAVE STRUT TAPE SEALER,HW-5775 Z FIBERGLASS PANEL RIBBED PANEL FIBERGLASS PANELS - GLASS TO STEEL FIBFP.r ASS" TO FIB R ,I ASS io HW-55n , TYPICAL SIDE LAPti GIRT RIBBED PANEL TYPICAL FIBERGLASS WALL PANEL INSTALLATION ATION HW-551Z, 12" O.C. DRILL %4' 0 HOLE IN FIBERGLASS PANEL DRILL %g' 0 HOLE IN )R BARRIER OVER RIBBED PANEL a FLASHING (USE TAPE SEALER BOTTOM OF FIBERGLASS PANEL RRIER RIBBED PANEL SKYLIGHT TRIM OPTIONAL SIDE LAP WITH INSULATION TAPE SEALER HW-5775 BOTH END LAH FIBERGLASS PANEL /-RIBBED PANEL STRIP 4" OF INSULATION I� HW-551Z, 6" O.C. FROM VAPOR BARRIER a FOLD VAPOR BARRIER BACK OVER RIBBED PANEL PURLIN END LAP WITH INSULATION i v ADa-rA��ueN--•-%{ ;X. ECR No. Revl:ton Date By. ' :::Y:Y.•.::.................... Y.Y:1::�'::.::::Y.�:::k:Y.ttY::^..::_..SY:�::::::'. J:•:Y:R:Y::..... i:.. ... ..._.....�_... fl"V WMm C. nuCu vnucn yr PLACING PANELS A I ORA" OAT[ SCAU Joe NuMaER ;;: Job Name 12- - NONE 03 W-KEE DEVE-LOPMEI.IT co4ZV. `• DO NOT STAND ON SKYLI CHLCK v DATZ AILMOv[o DAT[ sl'W Nums" Iz.3t�B5, ' METAL. rAAuuFAc.TuRINt�#ZGHTS...SKYLIGHy. x' ARE NOT oESIGNEd TO CARRY CONCENTRATED 4. 4f I - LOADS. STANDING ON SI(Y[.IGHTS MtXY.CJatJSE, ' -TO ''•. DEAN STEEL BLDGS.; Y Description THE PANEL FAIL REStILTIN10'"'ir* R'�`'' ;2942: PALM AVENUE SKYLIGHT- PERSONAL INJURY FT. MYERS, FLORIDA :DETAILS . � 33901- �i c HOOD( CALK TO END CAP) #14 SM SCREW ASSY (FIELD DRILL AIRSHAFT USING CLOSURE AS TEMPLATE.) END THROAT CLOSURE (ALIGN WITH END OF VENT AND ATTACH TO AIRSHAFT AS NOTED MV W/ DAMPER ONLY) AIRSHAFT NOTE* WINDBAND & STRAPS OMITTED FOR CLARITY. - VENTILATOR END DETAIL -END CAP (INSTALL OF END ATHROATSCLOSUREQQ)N 14."42 BLIND RIVET: (FIELD DRILL VEN AND END CAP.) BIRD SCREEN -- VENTILATOR END CAP (FIELD ASSEMBLE TO VENT ON GROUND.) � ROOF SHEET ° CURVED RIDGE CAP PURLINS PURLIN FIELD DRILL HOLES FOR S" HOOK PULLEY OPERATOR CHAIN OPERATOR CHAIN �) PULLEY w/"S" HOOK AT EVERY SECOND PURLIN, APPROX. 10' r INTERVALS. 14 SM SCREW ASSY. 6 "OR 12"0. C. BIRD SCREEN OPERATOR CHAIN DAMPER IN OPEN POSITION CHAIN KEEPER 414 SM SCREW DAMPER IN CLOSED POSITION ASSY., 6"OR 12"O.0 AT CLOSURE. CLOSURE STRIP W/ TAPE SEALER,•HW5775, BETWEEN CLOSURE PURLIN AND SHEETS. MINIMUM DIMENSION= THROAT OPENING WINDBAND BUILDING 1 SPLICE HOOD SPLICE FRAME I�-3N"(9"VENT) V E STRIP I�- 9" (12 VENTj SEALER, SECTION THRU VENTILATOR WITH DAMPER "TAPE SEALER GGESTED DIAGRAM FOR INSTALLATION OF. OPERATOR �CHAIN (PARTS SHOWN NOT SUPPLIED) /TAPE SEALER,HW5775, BETWEEN AIRSHAFT AND y2'- 9"VENT END CAP SKIRT, BETWEEN CLOSURE AND ROOFVENT SHEET. END 0 ` AIRSHAFT #10 SM SCREWS (FIELD DRILL AIRSHAFT USING CLOSURE AS TEMPLATE.) INTERMEDIATE THROAT CLOSURE(MV W/ DAMPER ONLY,ATTACH TO AIRSHAFT AS NOTED) VENTILATOR SPLICE DETAIL •EAVE STRUT FIELD QRILL HOLES FOR "S HOOK 'ULLEY 'ERATOR CHAIN OPERATOR CHAIN CHAIN KEEPER )GIRT 'SM SCREW (FIELD DRILL GIRT) DRAWN OAT .I M.L[ Joe MUM#" - �So3 Job Name NONE M`kEE iVELDFMF�i� coctP. cN�cKro. oaTy •.•rnroV[o DATE $-K!IT MU1 *CR � METAL MAtWPALiv;t��JC��� 15 OP 21 r— A� HAW� BEAN STEEL BLDGS <: Desc • ription I LS42 PALM AVENUE FT. MYERS, FLORIDA MONOVENT DETAILS L 33901 ••- n4a 3CFtW �Asa'Y tt 13 NM STI6 TA" S(AIEll t 36 I L T ill LAP SPACING AT EAVE a END LAPS SCR(ws HW 5512 1? O C _ 36- 93/- Z- SPACING AT PURLINS (INCLUDES DOUBLED ROOF FASTENERS PURLINS) HW5501 *14 TYPE A SCREW ASSY x3/4"1-G HW 351L S�REW A3S'Y. 6 O.C. HW3501 14 TYPE. A SCREW A3S'46-6-1 ITY Hw 53nII �0 i "Ex �O 5 M�SCREw?+ 6 6' 6 4 !8- 0 C j j PURLIN CLASS 60 16 G,L MM: CLASS 90 le OA M ",Pu" EAVE.STRUT EAVE FLASIIN lm �jsj 0 1 56RF_JJ t, APE 7$EAL Elf NW 5773 1-1 INSIDE CLOSURE ` SPACING AT EAVE, RAKE, a SILL FL 4217 RAKE — W5501 14-TYPE A SCREW ASS'Y , 3/4-LG. END CAP 36' ? I?' v I? 10" SPACING AT GIRTS (INCLUDES DOUBLED GIRTS) WALL FASTENERS NOTE: SWEEP ALL FILINGS FROM PANELS DURING a AFTER ERECTIONS. NOTE: (OPTIONAL) SELF -DRILLING SCREWS —ENOWALL SHEET S.D. SCREWS ARE USED FOR ATTACHING Hw 55I1 &M. SCREW FLASHING a SHEETING TO SECONDARY Is' o.c. FRAMING ONLY. STD. SCREWS ARE USED FOR PANEL LAPS a FLASHING TO SHEETING CORNER FLASHING / e1DEWALL SHEET CONNECTIONS. NOTE: START ROOF PANELS SAME AS SIDEWALL PANELS, CENTERLINE OF I st RIB 111FROM END OF PURLIN. I ' E me • 91RT LWE CRIe— I GIRT LINE --- SECTION THRU CORNERS SHEETING DIRECTION TYP. $HfETIN�i LAP, H W 0601 SCR E W 133 Y, RAKE RAKE FLASHING • Hw 5501 SCREW ASS'Y. 12' D.C%-x— W "eo V8' BLIND RIVET OlRT� / SILL ANO MINIM N W 3501 SCREW ASS'Y. FINIAL HW 5611 S.M. SCREW 18' oz. INSIDE CLOSURE MW- 5773 (OPTIONt. BASE TRIM- HW-5G31 (OPTIONAL) KW 5501 SCREW ASS'Y. 6' O.C. IM 129 - lag lux r.... - - :..- .....:..s•.. ._.. _..r •�.:•• ..:.max-:_:x: .... � ..:;R: (MAWN DATE scAL[ +o. NurstR Job Name ?3 NONE ►ISb3 iCCKED a� Da ��'• /✓MOKO OaT[ sHC�T O/t�pl M`tEE DEVEL-0PME►JT �AETAL tM11cJFACTcJR%►,L _ a DEAN STEEL- BLDGS. Description . . ' 2942 PALM AVENUE Rib !� SNE�Tw U :�U1E1 RIC waLLS� ti FT. MYERS, FLORIDA RI )? SuEETI�u., 1�r,��ctT71<- / ) QC�OF HW-5511 SCREW IB"O.C. - WALL TO ROOF FLASHING DOOR JAMB FLASHING HW-5511 SCREWTto N BEAT ING OR RIGID FRAME CORNER DETAIL - HW-5511 SCREW .MB G 11, 18 r O.C. INTERMEDIATE .FRAME DETAIL CANOPY EAVE FLASHING PANEL CAP FLASHING HW-5501 SCREW rr 12 O.C. EAVE DETAIL INTERIOR PARTITION CORNER FLASHING PANEL CAP HW-5501 SCREW FLASHING 12" O.C. - ENDWALL DETAIL W-5501 SCREW 12 O.C. GIRT DETAIL SILL HW-5501 ANGLE SCREW 12 " O.C. BASE .DETAft:..' LINER PANEL DETAILS -EAVE FLASHING FL-4030 (1!12) FL-4019 (4112) -INSIDE CL03URJE HW-5773 (R.S.) HW-5552 (R.T.) HW- 5501 SCREW 6 O.C. ROOF SHEET EAVE STRUT WALL SHEET SECTION THRU EAVE (WITH SIDEWALL SHEET) SECTION THRU EAVE (WITHOUT SIDEWALL SHEET) (SAME AS ABOVE EXCEPT AS SHOWN) - Iruwc c;w�cc ' HW-5501 `SCREW 12'O.C. HW-5501 SCREW Q 6" O.C.. - HW-5773 TAPE SEALER 0112� OC. WALL GIRT KE FLASHING FL- FEW LOCATE F SHEET /PURLIN TSIDE CLOSURE W-5501 SCREW HW-5722 (R.S.) a 18" O.C. HW-5553 (R.T.) OUTSIDE CLOSURE HW -5552 (S. P.) �AN-1119 HW-5511 SCREW 12"O.C. INSIDE CLOSURE WALL SHEET NOTE: FIELD CUT 1�� SLOT IN WALL RAKE ANGLE PANEL AS SHOWN lu SECTION THRU RAKE (WITH ENDWALL SHEET) WING UNIT ROOF TO WALL FLASHING ( BELOW EAVE CONDITION) SECTION THRU RAKE (WITHOUT ENDWALL SHEET) (SAME AS ABOVE EXCEPT AS SHOWN) WALL SHEET SILL ANGLE OPT. INSIDE CLOSURE HW-5773 (R.S.) HW-5552 (R.T.) HW.-5553 (S.P.) HW-5501 SCREW 12" O.C. SECTION THRU SILL CLOSURE AT EAV INTERIOR PARTITION CORNER FLASHING HW 5501 (18rr0.C.) 0 _O COPE FLASHING AND Q SHEETING AROUND GIRT. INTER !,DR PARTITION t.+ INSIDE CLOSURE HW-5773 (R.S.) HW-5552 (R.T.) TAPE SEALER HW-5775 HW-5501 B s' O.C: WALL TO ROOF FLASHING HW-5501012"O.C7 ROOF SHEET—, WALL TO ROOF CONNECTION DETAIL (SECTION THRU RAKE) WALL SHEET INSIDE CLOSURE — AN -1025 HW -5501 AT EACH PURLIN OR EAVE STRU DF�"PT_f Ar., LP.M ADD INF-PART-06TM4 /27,181 - ADD-LMIEp-P'MN�-DETAVI-b— wa ADD - W I INS-UNFF--DETA p f e ECR No. Revision Date B* OMMH _ DATE SCALE /�-L3=gs NONE Jos NUr6ER I LSo3 Job Name M�KEE Di=vELnP�RE> tT Gos?R. . H(CK(p C DATE ' APPROVED .• DATE:. •. ;.... 12 3I',85 . . .' MEET NUMBER ' ' .'.' .' METAL_ IvI/IUJFACTl3Q11J(oq i# �, oF' 2! ; FA DEAN 'STEEL` BLDGS. ....; ~ Description 1 I .... 2942`:'PA' M::`AVItNUE'*= .. 'SHEETING DETAILS FT. MYERS. FLORIDA ROOF TRIM CROSS SECTIONS • �zr? !i LINER PANEL pFTA!! ;; J• 0, T OOE OHM • HW 5601 SCREW A33'Y., 2 REQ'D TAPE m SEALER UM DE CL03URE 1" BRACKET HW 5636 0:12) HW 56M (4:12) (2 PC'S., ASSEMBLE W/ HW 5") � / I I HW 5511 S.M. SCREW 3 REQ'D• Hey 5780 V8"BLINO / SCUPPER RIVET, 4 REO'D. FL 4109 CUT HOLE FOR I"I LAP DOWNSPOUT OR SCUPPER, BEND TABS 9 SEAL WITH SEAL WITH GUTTER SEAL (HW 5720) GUTTER SEAL HW 5720 ILLD CUT UTTER FL4201 LAP DETAIL DOWNSPOUT (STRAIGHT) LAP THIS GUTTER INSIDE u 2 FIELDCUT GIRT , , , 2' 1 / / SCREW ASS Y. j 1 1 /•/ ] REQ'D. I� 1 1 Hw l• 2 REQ D. \ \ I HW 5780 I/B" \ � HW 8611 1 BLIND RIVE S.M. SCREW 8 REQ' D. �i 3 REQ'D. . • .TITER CUT DETAIL, ; UTTER- TO RAKE GUTTER END DOWNSPOUT 1 1 R I M FL 4204 R.N. STRAP FL 4106 FL 4205 L.H. (CONNECT I SEAL WITH GUTTER AT GIRT) SEAL, HW BTPO END CAP DETAIL 2.HW3501 DOWNSPOUT 1 W/ ELBOW TAPE SEALER UNDER GUTTER BRKT ' GUTTER BRKT, } I � HW 5501 GUTTER BRKT. "'G/WAS HER CONNECTION, DETAIL DOWNSPOU-1 'ETAIL \ MAKE DIAGONAL CUTS, FOLD DOWN TABS RAKE FLASHING -' A r I -,N4 INSIDE DOWNSPOUT, FASTEN WITH 3 HW5511 \ \� AS SHOWN. HW 36T5 APE SEALER 1100E �--T \ I IN \ SHEET I , \ \ / 1 • ` � Al • \ • \ / I • W 5" atoc. f FIH \ 1 HW 5M SCREW A13' . \ '� SCREW A53�. 4 REQ'D. RAKE CONNECTION ' �J 2 REQ D. r AT FINIAL t - � ✓✓ • � ROOF EAVE SHEET ASHINO •� / PEAK FINIAL FL 4050,1:12 ROOF \ FL 4019, 4:12 ROOF RAKE FLASHING / `PEAK FINIAL RAKE FLASHING FL 4211, 1:12 ROOF • HW 5790 1/8" BLIND FL 42L3, 4:12 ROOF �f K— 5611, S.M. SCRF)A RIVET PURLIN2 REQ'D. 2 REQ'D. RAKEW a PEAK TRIM ALL SHEET RAKE FLASHING SECTION THRU RAKE FL 4208 AT PEAK 1" ROOF GUTTER,,SHEET i EAVE R SHEET lST RUT I v DOWNSPOUT GUTTER RIGID FRAME RAFTER EAVE TRUT RIGID FL 4105 DOWNSPOUT FRAME STRAP----1 FL 4108 RAFTER RIGID FRAME COLUMN DOWNSPOUT HW Wit-'HW. OFF SET ISM SCREW ASS'Y S.M. SCREW 2 REQ'D. PER STRAP 2 REQ'0. MITER GUTTER Q RAKE FLASHING END SECTION FL a1oT THRU SAVE SM OPEN SIDEWALL 90, ELBOW TO MEET AS OFFSET RIGID FRAME SHOWN BELOW. SEE COLUMN DETAIL 'A"• I� -•� ROOF SHEET oowllspoUT GUTTE FL 4106 DOWNSPOUT CANOPY CHANNEL EAVE STRUT STRAP SECTION THRU EAVE �) LR_ &- LM OPEN SI F 90°ELBOW i ALL SHEET I G-HArN`GE--0T-RA CORNER FLASHING STRAIGHT DOWNSPOUT ADO GUTTERtONN:OeT-- 5 1�-83— -tPM 90• ELBOW DOWNSPOUT STRAP FL 4106 CHANGE -OUT-TER--PART-"-- .9--2-82 V#.0 DOWNSPOUTElf MODWIED.GUTTER/DS DETAILS 12-.12r80•-_ —MAS-- DOWNSPOUT RETURN AT CANOPYGUT)ER-0OWHSPOUTCONNECT -6-6-_80- R-sP ECR No. Revision Date By ...........:.... DETAIL " A" .11 L FIELD MITER GUTTER AS PER TEMPLATE PROV IO ED. L A/]ERT GUTTER N RAKE TRIM TO 5NU01HES3,TRACE OUTLAHE AH RAKE TRIM AND NANO '$HEAR TO FIX LEAVE I• TABS IN RAKE TRIM TO FOLD •/ MSIOE OF GUTTER AND CONNECT WITH / •♦HW STSO BLMO RIVET% AS SHOWK i j. lG� l2.3f.$ 19-OFz(:.,, DEAN STEEL.ILDQS. 2942 PALM AYENV# WT, Job Nsimo • k�`'KE•E p�.VEI.OPh1G1T LoC2.P. METP.L MANUF4cTVR�N�tkZ D*scrl'tWo y GU'f'fER• TO RAKE TRIM 11 BASE TRIM t A q WALL SHEETING MASONRY WALL OUT TO OUT OF STEEL. MASONRY WALLJ BLDG. COLUMN —GIRT LINE WALL SHEETING SECTION A —A INSERT GIRT CONDITION WALL SHEETING SILL ANGLE B LINTEL RAKE FLASHING — RAKE ANGLE - MASONRY WALL OPTIONAL OUT To OUT MASONRY. RAKE FLASHING OF CONCRETE LINTEL - BLOCKS SET IN SHEET LINE_ STANDARD ROOF SHEET EAVE , HEIGHT GUTTER"" OPTIONAL MASONRY EAVE PURLIN FLASHING 411BLOCK WELD PLATE -MASONRY ENDWALL (NO STEEL FRAME REQ'D) GIRT MASONRY BLDG COLUMN ySHEET WALLAN CHOR BOLT OR FLANGE BRACE LEDGE I/2 MASONRY ANCHOR (BY U OT ERS) GIRT LINE •:` - WALL SHEETING SECTION B—B GIRT LINE INSERT GIRT CONDITION BLDG. COLUMN TO J.OF FRAME I BLDG. COLUMN FLANGE BRACE FLANGE BRACE TO MASONRY WALL FLANGE BRACE GIRT (IF REQD., SEE CROSS SECTION) AT TOP of WALL ( IF REQD.,SEE CROSS I% SHEET - SECTION) 11LEDGE - .. — GIRT LINE MASONRY WALL WALL SHEETING WALL SHEETING SECTION A -A SECTION..B-B BY-PASS GIRT CONDITION FLANGE BRACE ' 1/2 " 0 . 1 1/1 BOLT CLIP S MASONRY ANCHOR (BT OTHERS) SONRY WALL BY-PASS GIRT CONDITION FLANGE BRACE (FIELD COP)S,DRILL 8 BEND) ►LANOE BRACE (FIELD CUT:D MELD) MASONRY ANCHOR MELD LATE (18Y.0 THERS)• ::.r: ift. '�f5' c.i-):YQ R.THER�)yNi STANDARD ROOF SHEET ,,.--EAVE STRUT STRAP SPACED AS REQUIRED BY LOCAL CODE A J� CAULKING ' • '�. LINTEL "�.. MASONRY SIDEWALL A BLDG. COLUMN 1/2 0 BOLTS W/ 2 NUTS,(BY OTH. AT GIRT HOLES,(FIELD DRILL B% COL.) GROUT FILL SPACE. IIMN Tn MASONRY WA[ L DETAIL- ^lx/ AB&-9RACE DETA e e `� ECR Nv. Revision Date By DRAWN DATE .t SCAL.E Joe NUMBER " Job Name NONE IISO� M4KEE CEVELOPME�IT (�K�. CHECKED DATL APPROVED DATE SMEET NUMBER MET!>_ MnryvFAc�U�iui�� IC. l2• �S 2A 0 F - Z DEAN STEEL BLDGS. -Description 9iAl1A'*VE1L'# .1 SUGGESTED• FT, MYERS, -FLORIDA MASONRY DETAILS ----- - �33901 i INSTRUCTIONS FOR INSTALLING A325 BOLTS BY THE "TURN -CIF -NUT" METHOD I. ALIGN THE CONNECTION HOLES WITH ENOUGH DRIFT PINS TO MAINTAIN THE DIMENSIONS AND PLUMBNESS OF THE STRUCTURE. _ .. 2. ENOUGH BOLTS SHALL BE BROUGHT TO A SNUG TIGHT CONDITION TO INSURE THAT THE. PARTS OF THE JOINT ARE BROUGHT INTO GOOD CONTACT WITH EACH OTHER. ("SNUG TIGHTIs IS DEFINED AS TIGHTNESS ATTAINED BY A FEW IMPACTS OF AN IMPACT WRENCH -OR THE FULL EFFORT OF A MAN USING AN ORDINARY SPUD WRENCH,) 3. BOLTS SHALL BE PLACED IN ANY REMAINING HOLES IN THE CONNECTION AND BROUGHT TO SNUG TIGHTNESS. HARDENED WASHERS SHALL BE USED ON NUT SIDE OF CONNECTIONS. — 4. ALL BOLTS IN THE CONNECTION SHALL THEN BE TIGHTENED* ADDITIONALLY BY THE APPLICABLE AMOUNT OF NUT ROTATION SPECIFIED IN TABLE -A, WITH TIGHTENING PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID PART OF THE JOINT TO ITS FREE EDGES. DURING THIS OPERATION THERE SHALL BE NO ROTATION OF THE PART NOT TURNED BY THE WRENCH. TABLE - A _ DIA. A325 DOLTS LENGTH" NUT ROTATION*** FROM SNUG TIGHT CONDITION TENSION KIPS 5/8 " 2 '' B SHORTER 1/3 TURN 19 5'e__"__ _OVER 2" NOT OVER 4" 1/2 TURN 19 N 33 a SHORTER 1/3 TURN 28 3/4 OVER 3' NOT OVER 6" 1/2 TURN 28 7/8 3 1/2 ' B SHORTER 1/3 TURN 39 7/8 OVER 31/2', NOT OVER 7" 1/2 TURN 39 1 4 B SHORTER 1/3 TURN. 51 I " OVER 4 ", NOT OVER 8 V2 TURN 51 * IMPACT WRENCHES , IF USED , SHALL BE OF ADEQUATE CAPACITY AND SUFFICIENTLY SUPPLIED WITH AIR TO PERFORM THE REQUIRED TIGHTENING OF EACH BOLT IN APPROXIMATELY 10 SECONDS. "* BO'_T LENGTH IS MEASURED FROM THE UNDERSIDE OF THE HEAD TO THE EXTREME END OF THE POINT. * * * NUT ROTATION IS RELATIVE TO THE BOLT, REGARDLESS OF THE ELEMENT ( NUT OR BOLT) BEING TURNED. FOR BOLTS INSTALLED BY 1/2 TURN, OR LESS, THE TOLERANCE SHOULD BE !30' I - I AS STATED IN AI SC SPECIFICATION FOR " STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" A325 BOLT 81 NUT IDENTIFICATION G A325 A325 TYPE 3 TYPE 2 DrtAwH P N. DATE 12';L345' SG►LE JOB NUMBER NONE (I$p3 CHOCKED 1Cl=' �1 DATZ. -31 8S M�ROVED DATE SHEET HUMSCR ;ZI of 2v DEAN STEEL BLDGS. 2942 PALM AVENUE FT. MYERS, FLORIDA � „.33901 TYPE I .. B NUTS MAY BE WASHER FACED (A) OR DOUBLE CHAMFERED(B) Job Name M`4EE DEvELOPME►IT COKP, MAF-TA _ M<ulU Fn�cuRl► �,, �t1 Description TURN OF THE NUT METHOD it 1 i THIS IS TO CERTIFY THAT THE ABOVE STEEL STRUCTURE IS DESIGNED TO MEET OR EXCEED THE FOLLOWING LOAD COMBINATIONS: 1PSF LIVE LOAD PLUS DEAD LOAD 2) WIND LOAD PLUS DEAD LOAD THESE LOAD AR IN ACCORDANC WITH The roof n 3t Table 1203.7 WIND PRESSUREARE I✓� EPIC!` isTS HAVFAC Dial-2, 1970 INGS.IN z- i� C-1 BUILDER WY-SK 0S'lV-10PMV-►Xt' CUSTOMER MECAL.. BUILDING SIZE UA- D.S.B. JOB NO. I%bTl DEAN STEEL BUILDINGS, INC. �auTTr FT. MYERS, FLORIDA a` Frr, j 1940 'iHE SIANOAPO CODES' COMPLIANCE NUMBER 8367 METAL IUILOINO MANUFACTURERS ASSOCIATION 24 -0 10 25-0 24 -0 I 1 U,4 �a a. , Js f,;.. r.. f r d..c,.;:,.6 c.. . _�. ,....a.m-. a . } �. z�. .,. � ,. ., , .. , . _ t., , , ..... a r._ .fir _. .,. .ear :.-1�+ _.., . ... 3 r.. .. .. � � x . , , a . < , :m .. '3..... . .:..... . .... �`:. .-,,.1� . es rr . Y 1 r.`1t? khfd�i; � � , .. , . , f _.. .v s . + . , �i �». :- � S :.» �. .: :. .. .. .. i. s ,, t- a- .... g ,• ... .. .. 4 r. , .•... .. ., .: •.x.. 4r m c. 3: � ,. ., .. 3 .., ._..-. ,.. .,. w... KILL, .Y ..: •.S 1`x — Sa...LJ ,. ,.. a .. ».:G. .. < -. '.: :,...... •'- � _.. ]...v...• .. .. .._ , �. .,.. ... -. :^1 ......e.: ..i. .a! . .. .... ........ '1. Ek`i.4., .a.:3'h,. .- .•. ..,_.. t ._... .. ... .. . _..� .. .... r ,. -c r. vx• i .. _ ,1 ..1: �'N' I \\ 'S1DE AI.L. 2TYP. BEARING FRAME TYP RIGID FRAME -• ANCHOR BOLT SETTING ANCHOR BOLT SETTING • .i — 3,/411 o BOLTS (SEE CHART FOR BOLT SIZES) — O j�N N I _a) ANCHOR BOLT PROJECTIONS • can - PIPE COLUMN PROJECTION OTHER COLUMN PROJECTION o , o - N `Q = • • LEDGE DETAIL 0 w: Q iv rim W ..... �' TYP ENDWALL COLUMN I • -OD i 0 +— ANCHOR BOAT SETTING N cD-�. 3/4�� 0BOLTS _ - • a e —1 N LL 0 N m • • _ + _ TYPICAL PIPE COLUMN + C9 • in ANCHOR BOLT SETTING • ( SEE CHART) -0 _ -• - + • N — , .— �.. — + _ 4- ANCHOR ,BOLT SIZES (PIPE COLUMNS) LIVE LOAD/ WIND LOAD >25P-K 12/20B 3/4" . E H -Att-- ALL -*Ltr-- __A1=L-- E H -W� Z4'EH _ 4 41 oCrf�.) CTYP) bean Steel Buildings does not -design and is not responsible N • • for the design, materials, and construction of the foundation -{-- °,N or foundation embedments. Adequate provisions shall be ' • a) made in the foundation design for loads imposed by column _ - _ - I -1 _ reactions -.of the building and any other Imposed loads, (D accounting for the bearing capacity of the soil and other. • ' • conditions of the building site. _ + _� • - • -. ECR No. Revision Date ; >; By. SIDEY.(ALL \Lff - \V 0 Jos NUMBER . DaAwN DATE SCALE ANCHOR BOLT LIVE LOAD /. WIND LOAD.-_.. T DEAD 1_bA.D j Uv c i-0A'D ( FROM-- T ES 51911-N) BA' DEAD LOAD + LIVE L-OAD 6 A' 1 14.8" 5A'l 1 Zo.BK• ., 33K 9:1 2 A { }BEAD LOAD + WIND LOAD [_ FRAMs L€ntES 5,9, 1'�� .e- 4 2 DEAD I DAD t \MW D LOAD ( F RAME L1�-IES L, 3, 4, to, It, €2 ) c ...: .. .. ... ... , -. . . . _ ..... --� ` Y - , i ' .. �:. _. .,.�. .,.. ... a r� x ' J� ,tur , . 3 t . 2` # i�. -.>c•. b`7�, ,:I. r , � k „ � e � ..,.._ q.t"r,'"�i ..fd P3 �{'fit{ �h a � f ,, , - . _.,.. . ' : :..,:. '... . r.'.: i .i�...�,..::+ .r. ,' ,, ,.. ". .. tip•. .' .....1 tP, � �'.. ,::. .. �a ... �.. ,'i+ .3.:' . - S ( •,- , 1, ,; '.: �- '.r. . -, .�... �a : ..' .C.. i". '.gf,s i`ct . r:� .:'-,.T,.. . s.-Y ,- �-' r: ' �': s'q%r' � ,.., - . �.`r� ' .a�� 3 ,�„� �r., �'��•f r 5 a: 2,���5 � b�9- +_etc _,-.� 3.Ti_•�r- {o�Kt► 14,9K 1 31.9K 31.9K i 1,3'c d 2.t.K 9.1jK Z•3K _� �ZK DEAD LoAp + L-WS LOAD ______ DEAD L,OhD t• \NlgtD'WkO (FRAME ury>=S (o,�, ai -__. (I'RAME LIUES 5,9, t3) SA v 4 3,IK Z.3K 9.1K v.. 4.Z'c DEAD LOAD+ \9 WO LOAD (FRAME LtE1FS (o,7, S) 3•IK I I I (o•��_ D+cAC� LDAO WIND LOND C FRA►nE LSuES 6,7, S) 4,0,4- l,bK �' 8e°�tc _, DEAD LOAD + WItJD LOAD CFRAME. LWES D.uKx a,TC • LXLX Jos NV.taGpt ; Job Name (/PL. 1Z-3-85 tJ041� 113197 M`KEE DEVELOPMENT coRP. S: Ce1CCKCD tkTrrQVtO DATC "CCT HUMSER MZTAI_ MAKVFAe TURINy L M 12 za� 35 Z of Z� DEAN', STEEL BLDGS. Deicrlptton RIGID F RA'A E 2735.HANSON STREET FT. MYERS, FLORIUA 33901 A �t r r �, (►_(Y80LT: SC0EOU!,Ec [ ti :c 2 151~,. x z 1r4 p 4 x >4n NOTET ALL BOLTS TO BE HIGH STRENGTH WITH NUTS 12 I a p,u12z� Ns$T=S OA�! LZ3o NS ztiFS A �At�IIZ� u7frFS � Z'-2 O ,1u12Z8 l.1S�FS a 5 --rJ',;�231TS9F:, ?,0 L-D RES��f1S��-E FOR o ATTpCaING OUTSIPE r LA>1(�� FLA>AE�c `' Y RC: rSKAG_ To Cy1ASaNR< YtNw /�- a STDEWALL�A'' .�1 t�-✓o'� rl OF FRAME RR-• 8 grlTt3v I1Zd�&F15 gN�231 N �� ►�uIL28 NS}�c E A►►12Z9 F S � Au �22e_.NS_c�►-lLX'.. 0 � ® qN �27$ tilS FS IZ3b NS A FS zop'-o" GIRT LINE TO GIRT LINE FRAME LwES �, 1, S NOTEI 1. FOR PURLIN SPACING SEE THE ROOF PANEL LOCATION -PAGE. Z. FOR GIRT SPACING SEE THE SIDEVALL_ FRANING & SHEETING PAGE. L THE HIGH STRENGTH BOLTS L WASHERS SPECIFIED FOR USE AT THE COLUMN-6 RAFTER CONNECTIONS CONFORM -TO A.S.T.N. SPECIFICATION A-325. THESE BOLTS MUST BE TIGHTENED BY THE 'TURN -OF -NUT' OETHOD AS DESCRIBED IN SECTION 5i Ci OF THE A. I.S. C. SPEC IF ICAT ION STRUCTURAL JOINTS USING A.S.T,11• A-325 0?, A-430 BOLTS. - 0 IRAtM RATE JOB NUMBER 1139"1 I/D! %2-5_e6 CNECREI RATE SHEET NUMBER D 1 -20 3 of Z-T D DEAN STEEL BLDGS. 2135 HAXS01 ST3EET FT. yTE�1S, FLORIBA ® 33�41 IEALERIM`KEE �VEWr?t4E1kS cnRP. CUSTONERl M>=TAL M�11VFA�-CUKINI� RESCRIPTIONI RIGID FRAME CROSS SECTION � =M.-2 Zoo =�cx� Z' x ZCD I 4 ,_ s yp�j ,49 ,.:,BOLT,jSCHEDU!,E ....., .:.,, .. ;:: .. 0 . 51B" ¢i X Z 1/4" NOTEc ALL BOLTS 'TO' BE NIGH STRENGTH WITH NUTS RR-9 FRAt+�E 12 I.INc 13 I z - t��1i22� N�$FS OA.t,1tZ3o _ ' AN tz3o NS IFS G US:FS O N Ak1226 t,,1S 4 FS oycy �v1t oESZ RESPOf 1S1t3�� FO t D z� � 'ATiPCE111JG0UTs(ct, FtAtiG� k ��ar»� y r� F�L l r3R;�e E To MA11 NW' AT �'- { f �z Low*nNs 4 w CANOPY FRAMES) RR- I o ra? FRAME uue R R-Z 2.•-2" AfJ1229 Us�FS g Ay_�2Z8 FJS AFS A�112�b 4.TS�FS �-- RR-3 � FRA►ltTw . �IUE 13 AQ17 D,N 1Z31 �15 �. FS (� r-z'?' O ANIZZto FS cNLY A..0 IZ,2b 9 Fs A 12z9. 6FS L2? _Ns _ow�Y � - fUS1229 us$Fs Zoo'-o" GIRT LINE TO GIRT LINE FRAME LN1 3ES Z,3, 4, S 9, to, t1, IZ, 13 RR-11 � FRAME LINE 0 OF FRAME NOTE, DRAWN DATE J08 NUNBEA DEALER, WK_r- DEy c.t_oPMc1 T. FOR PURLIM SPACING SEE THE ROOF PANEL LOCATION -PAGE. 141L tZ-3-15 11391 2. FOR GIRT SPACING SEE THE SIDEWALL FRAMING a SHEETING PAGE. CHECKED DATE SHEET 1018ER4 Z-I CUSTOMER, 'q\aTOt_ MAKVrA� tu�t>ala -R of L THE HIGH STRENGTH BOLTS 6 WASHERS SPECIFIED FOR USE AT THE DESCRIPTION, COLUMN 9 RAFTER CONNECTIONS CONFORM TO A.S.T.M. SPECIFICATION DEAN STEEL BLDGS. A-325. THESE BOLTS MUST BE TIGHTENED BY THE 'TURN -OF -NUT' RI,^,I PRATE R�'"•c VETHOD AS DESCRIBED IN SECT ION 5(C) OF THE A. I.S. C. SPEC IF ICAT ION I 2135 nA.kSCe :':t .' t F(. MT_RS. FTOR{}: STRUCTURAL JOINTS USING A.S.T.M. A-325 OR A-430 BOLTS. - L S3901 � t, RIGID FRAMES ARE SYMMETRICAL ABOUT CENTER LINE ---- ---- ----- - ------ --- `_ 0 s ENDWA--L D" E&4 - EC-3 �-Z KODTc ��Uli(�F 15 RcSPQ�iS13�E �Qi, t.'lTF ..uav !J�.FV�,1JE �At1lyE FLANcaE PaRQCE o� CZ�ra�O GRt:Gl�E Ek��E�`,Oh Co`_urnt:: �U ht,q���"�:•. FRAME LktlF © -V'AVU 05 § TNKv �i3 (SIDEWA+� B r AND b,L.L FiZAMF L-1tilES C61DF.`I�A�L'"A.") . F3U\I.PER �S gISO 2ESPoNStt3LE FoR ATTAC.4l�Nla o�3cS�pE FLANI�G OF F3EgFt��It� >=SZAME COW M>J To MM OASoN2 (�@al'-4aLL PER TDEAL1 FND W ALL. C-o LU Mt�S DES�UN DETA1t_S MAKUAt-. U 2A � Or, XC b V 25`-6' �i Z r7'-b l 4 Z�, Ort l J ZG�'-o'' v 2�`-O x<.-31i Z 5` O" - 25 o' 2 5' D" Z 5' O" Z 5' xc -5 96 �c_1 RC-3 51DEwra� "w Rc-3 Rc 3 Rc t - R� 1 Rc-1 Rc 1 Rc-1 1 I 1 - z t XL-:3105 �--KC•3195 Xc-3195 XC-31o5 - - PoubLe PVRI WS LTYP•) - W(3o31 — X�-3\�5 —x��z35 —x�-�zas K�•�'�5 - 5Z 34 ` X 3z 34 XL 31b4 - O _ O ht_ 52 3 4 O ��•--X�-3t �4 `/ XC-�Z 34 XL3lco4 ` ' Xc-31�4 xc-3z34 XC•3Z 34 xc 3164. \ xc-3►�q o�--p(-O O xC-3z3a O O O xc-3z3.c O xc-31�d. Q o -I . Q XL-31b4� -XL 323d XC-3234 XC31b4. -XC-3\65 \-XG3Z35 xc•3Z35 xc:��5- XC 31 o5 X(--5195 - Xc 3195 XC 31 o5 XC.31 �� XC311o7 Slaewa« u' ¢ DooR SC1-\aDULE � 4TY. DescRlprlou ® I WD3=t) WALac DC0R �- P6-40rj4 Ec-3�c+L{ O EC-6 �NOWgLL Wig'' EC.-5510 . Ec-38o4 Ec-- Qos4, �-AZ- RC-2- _ A:A — S7/a�dC>ARD i2 O" T, E CAUOPY _ F.CiAM+= �� OTHERS) STA AuARD Iz! I> C E3ELtw� EpVF Ib'-o" . - BELov.! EAvE• 13'-0" f.— (_cFAK W/ SoFFITS NOTE: SIDEw4" *k' 61DEWASL.I. MOTE: C" I <I.�AK W� 6oFFIT'S ,. :5. li LENGTH EtJDWALL `p' TO gE '.OPt;►1k TEMPORARY BRACING SNAL.L BE I)ITRQOUCEO l ... TO IZ'-o" FoR MASoLI'R`( WHEREVER NECESSARY FOR ALL LOADS ,THE STANDARD NUT tSTRUCJURE MAY BE SUBJECTED T07OURING 'THE ERECTION PROCESS STANDARD, MASHER INOT SUPPLIED ,6T DEAN STEEL - SLOGS.) EC t CSC 111UWASHER ,,. - RE�41r+ a ... •. , ...x", • ':,"..n ...-a...:. n r -.', ate.. ,:. , .. I „ d ., a ..� , ..+ -' s t ..;:•.: Cc.ESSOR Su LEp r �� K � T :�: �Atf�{��'t ,, b a° °-' •'_ � ..�:' . ', � r .-. - r.-.+'4 ��t -l� fy++ �:, v coH ,i8.�. �,Y u, r+ t f.:. .. � t ..�i.;<s{.�t�)�vr�G•t�L�GrK7.f8V14.'m•n,4�'a�t��' a a��-.a��=x�P�+>€���t.:�zt #w.�"� }•r ,.. •pta Zvi N.ol�oveN�s 1o'xIZ' THEraSttE� F HE CABLE BRACING tXCI IS COOEO'IN THE PART NO.'- Wl DAMPERS EXAUPLE,t XC ¢ 9q"7 LF &aSE TRIf� '` � 23' �6'' LONG-JJ ABLE'OIA. IN SIXTEENTHS .4 IZ'-C-Ai•o RETUR+aS, - _...;:_.J OF AN INCH l5/16' OIAI SfiLF pRILL1►Jlq '�cQEV.15 - • CABLE OIANETER EYEBOLT `OIAMkl a 5/16' ; 5/8j= 3/8, 5/8, 4/I6' 1 3//' vz' ! T/8, •= i,.r� ..S ....•... Y�- 9tt.zrlo.r3xP Fs^ST•'Y°.. •:� «x >No. Revision Date _" v:. 13 `= DEAN; STEEL 6LDGS' ,. Description - AIN Fng 2735.HANSON'STREET cA i.E BMCjW COL. LOe-ATIOQ .} FT MYERSFLORIDA 33901 300r-Zn (:oKl 1-14e To GINWT L 1 A4S, �'A 4,- !"P-! IWO WIRT", a Yl :ft4 r V Wom I • yv .r z �LLI-$.'��"�;.� g-�T TW. 7 I H"7 Ig w 645 C�A Z."5 -Z-A��'-� ZSA 'k— ZS4 5 '—e4jts-4 pAr.) A Z664— 7-P-56-7 1 11 6571 I C, A,.T t-5 rD (mb�. is* '15 L-01, 7-- Is —I- N. LU 0 0 IA Z- rA 'A Z''A c 01 LrD A > i5 A 2C;A s 140TE- ALL PURLltl LAPS To BE 2'-Z' UQLSS5 NOTED, W)TE FOR QTY. OF PURLIQ<,, PURLIIA ->VACWctl, PA4EL LEtALjTjA--, UA? S I 0 wS, SEE 'FAW11-1 SKYLkLj1kT 4 PURUk1 DO-AWW DAT C 64AU J0 a mvm"A Job Name V�>�2-2- IJoUE CHECKED 0,ATIE APrlR0VtD DATE WEET HUmetn bw g I -Z -z 0 - w5 DEAWSTEEL BLDGS. DescrIption 2735 HANSON STREE�T :'T FT. MYERS, FLORIDA 33901 . . . . . . . . . . . . . . . . . . . . . . A'Z" L-A? 4 S w s { r 1 .' ,.- ...;.. ,.. .. ._ - , , .. .... .. ._ ,. _,, ...�.x - _ .- �,. ,,...: > t- .:r. - - .: a• T , �Y >�,�` rs..` i fit.. sTF6 :.. :.._. , ,... _ .. ,.. a -._✓. �. ,-•.«..r .� __..._>._... ,__._.. .., : • -' ., :'. : . _ s 3`. i- -„ 'i!., ,'i, �T ..k.. ... , .. ..... �. .. .. . _.•�. - .....,: J , ?Aj:«c. . _.. .>_.. . __ . - . -.:. n•x e Y e :,. � , ... :. r.., s. ... , . ,., tv. :.., w _ .-.. i g yc:i , f _ } .eta-'.-,_.-. -. ._.t irW .. � . >"'.. J � � .. ,"N. ;'i _1 ,, -.,. ,•. > . ,. ', - - .- ... : �y .. .. .... ... ,S•R ., ,. a tom. < J , ,- .., .. - - -... ,.. ., .,. . .€ t .. ..., 1 3r .. .. _.14 .<. ,w. _.. :'.._ •___-. _.. ... 1_..... n. "�.t ,.. .a. rry. '$r v.s F-- =1 ti' 1. -.•,d 1 X � , -n. ,:. �,;} .r ,...., .,. ...�,.. ., Y,...�. t.. ,,.,.r,<>.. ,.<. ,...., - .. v'. .�rf.. � �. :ice . --- r�. c,�,a _ 'f" .... !% .- :. . ♦. 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Description 2942 PALM AVENUE 200' SPAN FT, MYERS, FLORIDA ROOF PANEL LOCATION i_33901 J.. ..-. �. ru .. .. : ... ...... ... .. ... .._. : i .. . sr �.x..L ,..., .. _r• f,. ..: ,Ca+'.... :i .. ...- .. _ .. __, J t . _,...r.. _.. ; ... r sp w. . ...� ,.. t �T .__..,...,..... ... a� -,t. r„x � a f i � F t -, ., ;�}H•N '_ .ira+. ,...5. 'L,..... _ ,:• ." _ - .. _ Y,. AjJ tr: Plw rt3 4t � li. ti V', rrc3.,. ....-!s. ... , _ 'rN .,: • Y �N.aJ r.. ,�{i��q,� yy �M{w!"1 �r w�l. .. .. ... ,: .. h - _. , .. � .. . , .. �. ..-�.. , . p}}y�ya � ..,. C'S . Y. �f'. F.xmi:. S'. '1 � ... , ' � 1JG H,_ .. .. .- s. 3' • .} , ... -. .. , .. 'S' .. ... , nia�-�1, n .. :n+r } • R. It•L� i 4 ') r f , `4' , r .... h .. .. .. A ... 2'S. t r : , S* _ .-J— ,`is._m ,.. ..,. ..-. P i4t` y, i?�#n;- -. , :'x .{"r"Y. �5��. F .�+� + rr.. .. .- "„ ,. ,......._ ... � ,.. .. x•.>r .1>'T. S. .. ,... ,. . s� ... '.... . .-v�i�'. xv,�•. ai. s.!'.2 �! i� rS17.'. .. t e. , .,.. 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FOR MA50kliZ�l It 1V 0 ci i I j II � EG Z r-?j EL-z� cC-Z F_G-1 co — - w a = a N 7�-O" Zo'-O yo`-O" 2D_O1, O" ZD O' ZO' O W Zb'-o" a - ------------ Lu ca = o GIRT LINE TO GIRT LINE DRAIN DATE JOB. NUMBER V>,L 12-Z-65 i1�9_1 CHECKED DATE SHEET NUMBER k3 I . -ZrJ S 4E?, c' Zl D DEAN STEEL BLDGS. 2735 FT, VIERS, FLO910A 33901 DEALER: t\� K_?,IT CUSTOMER: METAi_ MA�IU l TUr�W la DESCRIPTION: ENDWALL FRAMING r. • v - .. _ .. # Y .. , r. . 3 -.., .. r , > <r, ' r• .a<:' W>: _',-'4niS+:c,.Y cz�.. ..:r ....,.., , 3 Y, - . , _ ..... .. , -, - .,_, n.Fru..,..•x... .. .x .. ._ . - ., ,_,, ,n.=, .d > •r w t � - c , .- - :. .. � ., rc' ► x:rl. �. : y isMR.wt.. _ .. .. , t¢y.Y .,.._ --j�,•y ♦ (ytf� :N. .. s .:f -. .. . - ... 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Zp, O„ Zo O Zo`-O" Zo•_a r W C7 Zoo"-o" GIRT LINE TO GIRT LINE DRAWN DATE JOB NUMBER 12-7-e11391 5' CHECKED DATE SHEET NUMBER DW - 5 7 of Z7 9 DEAN STEEL BLOGS. 12, 1: ?tiS HAI SrZE:r Fr. NTERS, FLOR19A — SSlOI DEALERS Mcr��E I�EVELD1�1c�cr.1T CO�t'- CUSTOMER: ;Ac�AS_ Cl�taNVFALTUEZIhIfa DESCRIPTION: ENDWALL FRAMING x SHEETING :SCHEDULE ' CT. �-. :�,":.��:,R "�..:.4�-. w.. y::" +•:.ems. �-a ..+.:.;� �a.S :fey t� iJ': ...,.R iaa�stT..en`J �.m+si:aon i� -- �.�...- :w�-Ltr _. _. .... .. .._ _�i.i'o �..�..ti`s .-..••� _. �- _ =rcr;�-c-4•s-a ;s-r}e :; -sue-"-�,C - - - —•- - - - - �a�--s-•_ r-•� -� _ :4._.. .� � �.�s+ie�r;-s-s .:r-�mr.'-- -•�rr�a.^-' .a- d��- r. _spa-.,... - - - - - ..�...�_I_.�..==.:rimer-rs-•—•�:_.�•�_�—:—�-� • • i - ___ ��_�_��— �_�� •ram ����� ®�sr��■saa�waeae■��a��a>� • ���������At�r'n`*`��w.►�-���� at �'S.X�.R=. D•/i1a� '/:t�..�_.w �V►.?.l«l wry a•:� �.----��_ ,f ����������h ~ ../� ZS L• raa ���� CORNER FLASHING OF BUILDING -CAV Cr•rr Al 01uwN :: Job Name DATE SCALE Jot MUM"R WL 12 2-65 NONE 113q� M`KEE DF_VEL0PfAF-KT C-OZF- CMCCKKED DATE APP"OVEO OAT[ iM[[T MU► GER �TAL �,I�f,►JUFRGTVRI►�l>t wl3 IZ"�-43� %0 O� Z"� DEAN STEEL BLDGS• .; Description 2942 PALM AVENUE LM 200' SPAN ET. MYERS, FLORIDA ENDWALL SHEETINGBill _ 33901 E o A " nw _ - �1 Y�1 l.•l.. A :.,SHEETING SCHEDULE •=BEIM= flm�mm EN Im mlm�== WE OMM uxwnppLa�n umum gmawv ongnuAwn uwwn anon own wilm ww" pxwn Down NEWME.Mvp Mal wn""M mulm gang" swum" ammol swum waymm mmmm mmmm mmu" oww4rawto"M wi _j il j. *a. jog in, .Nrpm"E. __ =3 _6 CORNER FLASHING Ti rV ECR No.- Revision Date By: �O DRAWN DATE SCALE - Joe NUMBER 00 Job Name VbL rz-?_-86 NONE t t 59-7 CHECKED DATE APPROVED . DATE ISHEET NUMBER Z qETAL �A AkQ 4,Lrl-re, W.4�A DEAN STEEL BLDGS. Description 2942 PALM AVENUE LM 200 SPAN FT. MYERS, FLORIDA ENDWALL SHEETING IfA fl&)33901 R J: 4 '7 4s"�4'- . ........ . In V 0, 0t. % ON' R gvp 19! m�'t , uggv Qei 9 4M R&Wl ATI-ml me ........ ..... ... . . . . . . . . . . . . % • r7— EAVE STRUT FAR PART NO qPP PnAP FRAMING PLAN 7-?- 5 S'7 75 1 Lo CxA,. -V� IL 0 Lu OPEN 12-'0' F0.9, Ml c-D C-> uj -:3. cl- CA) Q= L11 — cm Z4, o" 2 E),- C), -2 5'- 0 " 05 it ;300 Z- GIRT L I NE- TO GIRT LINE NOTE: ALL GIRT LAPS TO BE 2'-2' UNLESS OTHERWISE NOTED DRAWN DATE 1408 NUMBER V>,L iz-z-s5 CHECKED DATE SHEET NUMBER of Z-7 DEAN -STEEL- SLOGS. 2735 HAISON STREET Ff. lif-ERS. FLORIDA S3301 DEALER: tA,-y CUSTOMER: MP -TALL-, MAQUP&c, DESCRIPTION: SIDEWALL FRAMI ------------ ------ Tt !y, - -111 W T POWER V 0 - cps 4 rA5Tf DRIVEN t al LA— "!�R, SCREWS 'NEAOE HW.55 0 OCR � HEADER " -FLAo w. O 014 82 DETAIL AT, DOOR HEADER 000R LEAF DOOR JAMB VV/ ,,INGfPFt4WS- RIBBED ATTAC14 112 PANEL FIELD CUT 24 PANELS RED D. WALL 8- lf� AT JAMBS CUT ro'D. ko 05L AS o CUT p NCLS L0 K0,12. A 0 FIE As 14 3/4 LG. 'JAMB FLASHING GIRT SCREWS AT 18" D.C. Hw 55,%-L DETAIL AT DOOR JAMB EDGE CHANNEL, ATTACH TO INACTIVE LEAF W1 NO. 10 a V2 PHSMS, SERE -TOP -8 'BOTTOM' 84OLTS 3/1� FIELD IN 2- 011 t4.5- INACTIVE STLEAF.ALLED ON NW COVER LOCK PREPARATION W/ LOCK FILLER OVERLAP STRIP, ATTACH TO PLATE ASS'X INACTIVE ACTIVE' ACTIVE LEAF W/ No, 8 x LEAF LEAF 0.0 1/2 SAPS, 6" D.C. OLD 0 0 fIrL0 -racope W/ 0 DETAIL FOR DOUBLE SWING DOORS SH86 ,', THR NO RA Cotcf?f '4ROU H To LEAO ATfAC EVS 6 50�A14C)40'RS- 01"CNSION OPENING VIEW FROM INSIDE BLDG. FRAMING ISOMETRIC NOTE: HANO AND ADJUST DOOR (S) PRIOR TO SHEET AND TRIM WORK. .A qtOPENING DIMENSIONS--J 3'-0" FOR 3070 CONCRETE DETAIL 4-0" FOR 4070 6'-O"FOR 6070 14 3 ' Y$ LG. SCREWS AT 18 0. C. HW 551-4 DOOR JAMB SHADOW PANEL JAMB FLASHING SHADOW PANEL HEM FLASHING DOOR JAMB W/ SHADOW PANEL DOOR DESIGNATION E O - - TYPE 'S' TYPE V SOLID CLASS UTE P 1 r4w "I W. I A t,CAD0 jAwe 5WEEP OOL-q SHEETING ISOMETRIC ECR No. Revision Date By DRAWN DATE SCALE JOB NUMBER NONE Job Name 1 'EklIECKED DATE APPROVED DATE ISHEET NUMBER ' TAL M'�- M &I cC- Z--7 DEAN STEEL BLDGS. Description SWING DOOR FRAMING DETALS CECO DOORS O"k-Y PALM AVENUE FT. MYERS, FLORIDA IA 33901 : 6 4 n z 12� -A 7, • GROMBE SPECIAL.ORDERED) MET BOLTS, HW -5526.12 liW-551Z 12"O.C. HW-5512, 6"O.C, (MUST TAPE SEALER HW- 5 577 FIBERGLASS AVE STRUT PANEL C C TAPE SEALER,HW-5775 RIBBED PANEL FIBERGLASS FIBERGLASS PANEL PANELS HW- FIBERGLASS TO STEEL FIBERGLASLIO FIRERGI ASS 55rl, 6" D.C. TYPICAL SIDELAPSTGIRT •-*—RIBBED PANEL SKYLIGHT MUST LAY ON TOP OF ADJACENT TYPICAL FIBERGLASS WALL PANEL INSTALLATION SHEET LAST RIB HW-5512, 12'O.C. SIDE LAPS ONLY HW-5512, 6" O.C. BOTH END LAPS RECOMMENDED ORDER OF. PLACING PANELS uo DO .NOT STAND ON SKYLIGHTS. _SKYLIGHTS. ARE NOT DESIGNEIY'TO CARRY CONCENTRATED LOADS. i STANDING ON. SKYLIGHTS MAY. CAU'SE 3f THE PANEL- TO Fal(_ RE!,_' _Tj R PERSONAL INJURY, HW- 551Z 1 12" O.C. DRILL V4' 0 HOLE IN FIBERGLASS PANEL DRILL HOLE IN FOLD VAPOR BARRIER OVER RIBBED PANEL a FLASHING PANEL RIB (USE TAPE SEALER ON TOPO BOTTOM OF FIBERGLASS PANEL VAPOR BARRIER RIBBED PANEL SKYLIGHT TRIM OPTIONAL SIDE LAP WITH INSULATIO TAPE SEALER HW-5775 BOTH END LA�S FIBERGLASS PANEL RIBBED PANEL TRIP 4" OF INSULATION HW- 551Z, 6" O.C. FROM VAPOR BARRIER a FOLD VAPOR BARRIER BACK OVER RIBBED PANEL PURLIN END LAP WITH INSULATION ECR No. -Revision Date 0 DRAWN DATE sCALA 9 NUMBER Job Name t2:_"r2 NONE W Y-EF- DF_\jF_L0PMF="T cov?- MaTAL. IAAKIUFhC CH&CXED DATI bW3 APPMVED DATE T NUMBER A 4- oP- Z-7 DEAN STEEL BLDGS. Description 29422-`PALM .-AVENUE—J.": SKYLIGHT - FT. MYERS, FLORIDA DETAILS ............... 33901- ..... .... ............. ............. . ............ ............ ..... Y_ t ,L •c yy t t. a ka c '+ -•T N CAP), ...�_(CALK .. END P x 0000 C ) p z .. ,.i:::f . � i;':. ,.�.:. .. ... �.1..t, . - . i .....?• u. � �irJ.s'�u� r.�k.,._�.... ..�:•` .it-=•.: �i 1`•t-+�:.. ��.t .t :«ai;��1`.�,x�,::�i _ Ma3.Ga,g�kAkA%-�f'ii G -/ �...•�..�,,.-„ - ' a °r.s...A'a P "::! ' sxi•..a+ x:� - END: �•, LOSUR El E naG_ = AL p WITH QF•�[ENT AND:_ .; :GN jATTACH=.T.O AIRSHAFT S NOTED " M MV W/'DAQER::ONLY) AIRSHAFT NOTE, WIND BAND a STRAPS — OMITTED FOR CLARITY. VENTILATOR END DETAIL 14-"42 BLIND RIVET (FIELD DRILL VENT AND END.CAP.) BIRD SCREEN VENTILATOR END CAP _ '. 1 OPERATOR CHAIN CHAIN KEEPER #14 SM SCREVt ASSY., 6"OR 12 OC 4 SM SCREW ASSY. AT CLOSURE. 6 "OR 12"0. C. PURLIN DAMPER IN OPEN POSITION J DAMPER IN CLOSED POSITION CLOSURE STRIP w/ TAPE SEALER; HW5775, BETWEEN CLOSURE AND SHEETS. MINIMUM DIMENSION= THROAT OPENING (FIELD ASSEMBLE TO WINDBAND BUILDING,/ - III VENT ON GROUND) SPLICE ;.. -. HOQQ.SPLICE __FRAME•_.,;.. _ `' `'r' ' ` ROOF SHEET ;, _ . CLOSURE STRIP WITH TAPE SEALER, It- 9�� (12"VENT) HW5775 SECTION THRU VENTILATOR WITH DAMPER CURVED TAPE SEALER,HW5775, RIDGE CAP BETWEEN AIRSHAFT AND END CAP SKIRT, BETWEEN y2- 9 VENT CLOSURE AND ROOF %8'-1211VENT PURLINS SHEET. END OF TAPE AIRSHAFT - SEALER #10 SM SCREWS (FIELD DRILL AIRSHAFT PURLIN USING CLOSURE AS TEMPLATE.) INTERMEDIATE THROAT CLOSURE(MV W/ DAMPER ONLY,ATTACH TO AIRSHAFT AS NOTED) FIELD DRILL HOLES FOR VENTILATOR SPLICE DETAIL tS„ HOOK EAVE STRUT PULLEY FIELD DRILL HOLES FOR V HOOK OPERATOR O CHAIN ° PULLEY OPERATOR - nrr CHAIN OPERATOR CHAIN I PULLEY Wl"Sat HOOK AT EVERY �t SECOND PURLIN, APPROX. 10� ( .i INTERVALS. iGGESTED DIAGRAM FOR INSTALLATION OF.OPERATORXHAIN (PARTS SHOWN NO-,_ SUPPLIED) A K ECR No. -Revision Date By ' OPERATOR CHAIN :......:.:::: •:-.:��•:.:.,...;,,;..•::<:.:�.�:•::;::•.::-::.:••::..:::::-::::;.:;::::::':.:�::�:;.;.�:.. i CHAIN KEEPER DRAWN DATE W-LE dos NUMBER 1 GIRT VGA NONE It-sq'1 Job Namer���c_ SM SCREW CN[CKED D+�n ►nwvc0 DATE tVwET NUMBER tv�ETAI. MAAWPA4.T-)Te 1`4 (FIELD DRILL GIRT) $ 0-$ j i5 of Z7 r M AM BEAN STEEL BLDGS. De:cription 1942 PALW AVENUE :. FT. MYERS, FLORIDA MONOVENT DETAILS — - 1 1. 33901 :`{ 3 A a, V 0, > I �M "d M-Wr WMVWq' ple ��-,.A� "i'l; V. �l wit., - A A wr ... W" w.- It go, t.IV MIA 2, GUTTf-= F, - FLA2-01 (4 ) V 7- gs x 1 y4' 801.I5 qc-VAC>2,L-> BY OTV\EKll- ,Noop Tg(-� L PAY OTR 5K�Cv W t� �L kWS 9,'! 'A 6,LL Chu BOOTS.W/ VAV% DR� c LD L>- DTt4ERS) L-1 (FtE WoT*E' FPS40, 'PAVAELS NP,E•. B'-6" L-L)kll-1 SOFFIT PAMIE�Le:, ARE 6'-It" Lo"ll DPWV-14 OAT C a —,AL x JOB mu"&tA Job Name VDL t-\o E- 11391 CMCCKED DUTY Ap"voyxo DATC WCET HumscrbA—= WWJF�-Tu',A (A 16 OF 7-7 I" DeccrIption DEAN' STEEL BLDGS. It =��MAE FT. MYERS, FLORIDA 273S.HANSON STREET 33901 3`? --UPPER. SIDE )F TOP CANOPY FLANGE— �! CA NOSY SOF F:T / 1 I FLASHIN`v FL 4066 1 2 0 C OUTSIDE CLOSURE / `SOFFIT SIDE. PANEL "PANEL DETAIL "A" , FLASHING FL 4C-2,, CANOPY PURLIN--- NOTE• SOFFIT PANEL NOT SHOWN CANROOF PANEL � EAVE FLASHING FL 4030 EAVE FLASHING FL 4067 EAVE CHANNEL ' W t14i1 C+1E yy�j �d � � ! S df�� � c ��` � i, l •>«�� '� �' a-5''r.+�} � JiF.ra 1� �' a13 C 9� .e3i7�` EA B -: R M_ L s � ...�. - .- �����" � $ i s'�• A .'�a+`� r y. ey}7 ' T F 1 r t : tiO,I TO .�E AV STR sy,� INw RTE wiT L,AIVUt-T t-KAMIN6 PLAN 1� INSIDE CLOSURE INSIDE ROOF PANEL STRIP STRIP CLOSURE Hw 551Z SCREW EAVE CHANNEL 3" OUTSIDE CLOSURE • �R 6-O.0 ... STRIP EAVE FLASHING STD. GUTTER FL 4030 , HW 5511 SCRE W LQ s=NW.,3,511-SCREW®24"O.C:- r a,•,'.,. 24D.C. CANOPY EAVE HW 5511 SCREW® SIOEWALL PANEL FLASHING FL 4067 12"OC i SOFFIT PANEL SOFFIT PANEL EAVE CHANNEL HW 5511 SCREW HW 5511 SCREW Gy 12" O.C. CANOPY EAVE FLASHING 12" 0,C HW 5511 SCREW 6) 24"D.C. FL 4067 ' 6,`RE7WA" EAVE DETAIL W/ GUTTER EAVE Q WALL DETAIL BASIC'BLDG, CANOPY ROOF PANEL COLUMN —AN 1119 GUSSET PLATES FILLER BLOCK - 1 CANOPY ROOF PANEL 13-e CLEAR GENERAL NOTES TAPE SEALER NW 550 SCREW (Z 12.O.C. 1. SHEET WALL BEFORE HANGING CANOPY,DRILL J CANOPY PART N0, CANOPY R PANEL $OFFIT BELOW EAVE AT EAVE PANEL FILLER BLOCK RAKE ANGLE BOLT• WASHERS . - —- 34 4t=t BLt -Srld-SOatS-----FN=-tCi1C=-'t7Ck.:»?S>t:»,;?l,.-T FLASHING FL 4072 I —CANOPY W/O SOFF70Ll' NOTE SOFFIT PANEL SIDELAPS - SIDEWALL PANEL USE HW 5511 SCREWS CANOPY,-,PURLIN 16' O.C. -SEE DETAIL A "" I HW 5517- SCREWS 6" O.C.� 12 0.C, i� ' RAKE FLASHING HOLES IN PANELS FOR CANOPY BOLTS e SANDWICH PANEL BETWEEN THE CANOPY RAFTER B THE FILLER BLOCK, - PURLIN HW 5511 SCREW 2,ON BELOW EAVE CANOPYS FIELD LOCATE ADDITIONAL �a 12" O.C. GIRT, THEN SHEE T WALL ( 00 NOT ATTACH SHEETS TO ADDITIONAL GIRT UNTILL CANOPY ROOF IS FLASHED) S FLASHING FL 4066 HANG CANOPY RAFTERS, CUT SLOT IN PANELS, THEN 'JAMB ATTACH AN 1119' TO GIRT & PANELS TO ANGLE. TRIM RAKE ANGLE 3. FOR CANOPY ROOF FASTENERS TAPE SEALER SEE STD. SOf:.T PANEL SHEETING ISOMETRIC, - „ g CANOPY RAt TER {{C: PAlIELLEtiGTµ� �2L/8S SECTION B CeWxN DATE SCALE JOB NUMBER • - �/D� l� 3-85 NONE 113R ;v ,; I' '`: HECKED • DATE APPROVED DATE SHEET N UMBER HW 6331-i/4.DlA':YE^;1:,';:::`'.': LB, M.S. NAGsI. :y r- _ "_-�....C� }� (+"tr rs'••�rt F�feC DEAtd 'S •EE! "'Of i D09 Boil. 2942 PALM+ AVENUE �. SECTION A • CANOPY. BELOW EAVE C NOTE- FIELD CUT I" SLOT IN SIDEWALL PANEL I AS SHOWN v I t I t „ r Y 5` .. s , ., .1 F ..�Y .:..... ...... .. ,.-. .. .. ... .,, .. .. ,E _.. !? ., F..,r .>, i, .. atL T. .. x- ...._ ... ....:.- 9L .. :: ... .. .`:",az• -'P` :S"rt"'- _ ..... .. .. . _. :. ... -, .. .,, .».. .”. n < •>. 3':f_ r_Ni 9. G. q-.'4 �+,,:r-. >.,.. ,. }r t i` _:: :. ..., .,, _. a e . 3t a - .-, ... .. .^.. :r.}1 .... ..... .. ..0 a a r.. -._. ., .. t'.k ...., .... , ,.. _. ... SIT! } ..,.:_ „ .-r_ r, ..... ... �. .. , .- ,. .. s. ,.. ; ,. a.. h ,.% � t� _ f r� a/ vf� • �n �, Sc _ a r. i >:. r % .- . J ... . ,. .. .. .. - .iFw'. n ., n #N"`•�t ,.. f .- 3`t... .'r. .K N' ., , 1.. ..... G',. ��`�.. ,��. r , f r 3 ,, _ . 1. .. < < 4, ,-.. .....,. ., , .. _.. f. .. ., < a�}k t, , ,�. J- ., ...f,. .. .... .,. .;, , .... ::-:. ,. ... ._ 4 , t . _.. 3' 5 -mot:,. ,. _ ... .... .., .;, ... 6.. .. _..... .a ,.. ',.: '� .. , F ,r, .. x. .. , r.._.. eM'a f .. .. T� -.. a. , -.. '. .. .._.., .# Ms.. NX .. 1 _ c x .. e:.. ....axe'' ..., _. , i ,..> .,• r ,! ,. ,. ..v Jr.a.., .: ...w°r N. .�. ,:....s ,.. ar e , , _. +. .., _ ..�.a ..... ,. ,- <. .. , . _ .. , _ .. :.,, a .. r: _4x ry , r r ,.fly,. k,t .,., i�- , t .. _.-: - .. .Y .ts ,...... a .. ... 41 , a-. d� :,.:. c....,,,� �aa4>v.. �. .. :.: ._, .. .:.M,,� :. , r - .. ;. '. ,.. ,. ._. :- , .w: . M,, i> .. . _...,.,. ,. _, :.µ-'x. r..:a- »f .M _ ..> '♦t. j :.� u , S jar r .4i,. S` Y..tS+� e �.,.., w..k. .. ..... .. � i.... F._ . � A .._. ..,.,.,.. .s ,.�._.... _ - .... . _.'-:. ,.:;. ....•.. ., ..-_,.. :_,.. -.-.- .H.. t�x 'ram 7. i , .1 q F� O, 'qqy O rP<'y <� r 9� .cam cip -- - ,: z� >_ „ '-Six.<r:�.fi �z ✓ - x"�� <r� .. 1 ,..� ., ,:_. - °�w B F r -�y y E`y ECR No. Revision DateBy ....... t'::::.5:.....:::::::.,....,.Y...: � ,.'L11Y1•t:w•:yt•.Y• •1'Sfi YtS.Yi:"tYS .:IlGYl.�Y �4•S.:IJf• a � { ORAWN DATE suu Jos Num"R Job Name '�t typt_ rz-3a� NONE l . <zi: ,l��K�E pcVE.!-vPM�t.1T LoRP,N• CHECX[D DATL MMDVED DATE SHUT NVMOCR :'• METAL MANJFAGTVRWt., 2-7 v= DEAN STEEL BLDGS. Description 2942 PALM AVENUE LM BUILDING 3 s FT. MYERS, FLORIDA FRAMING ISOMETRIC" T - r: e+ 9 - _ ,7. .. < Ai*. ,. _ SFr. ah_. {,F+� . w.., ,,. >, ::_:,,.i .,. .� :�.._.-•...... ..,. ,.,o .::- ,..,_.. . , .. .- .,. 3f �Y` 1 hW1 4 rF 4. �* ..+� .¢`" a� t� i 5@* ) t i 4` �^• :h s�� 'Y tmfi '4 4 i R. �,R ,�''°� !°9 -'FX ��"1�' fit 4 -Y . � st°• I -r*+ 'fit &I ��" �•�. ^rP E`I�- . �!i f . , :, ,.. 7 ... 7 a , .. .€ r-c r ,..:�..-,. ,br. '�' i,, :. +r•.e .. ..i, �1�' _ s' ,> > , . t; � ,�... "�, ,. ,. .: + ,. „ ,�' i'G+ r ::� f F'. ,,. , .. a ,. ,. ,-.. r ..... +.. > .... ,.. a ,..n .. as w. ,:, . :. 's•. f.,. .. ,e , : �. .. r. ..c. ?Y .. .. .. .. _k M •.. .,1. ...,. ..'- v-. : i*4._ • .<,_.., ... fi ? zt ._...<,. .. .. ^a•1 .. , ,... ...,. .a � i ..> .. .: f` �' a7 ... _,. .: _. <... I ,� �, s . r.z o •.Yv,. � ,w. � rSSnFu»»4 �.+f!�a„ ���r ���. p 'C+' . �?.. , � �, , :55., .. :. •s-. , , - -:. ow; IF q _ A ,y��Jalrsy-90, i STRUT —DIAPHRAGM TO � PURLIN CONNECTION - ��, h•JJ`,`'�Olr�q��' D _ AG AG ~ "6 '.. yGTs 1T1, '4 JJ��l,sy4r• J`rf _ tr Q" - �t 9rliF C �Y• O1 0 �s f,? , � t _ s.kK N P Y :I 5 ECR ,tio. Revision Date 8y ' pw, O 11w1h ,ea rw;T4110@R10, mNZ I Ir �lp 'Po ,ywJsjGrT \ , 10 <qo 0< C-1 =01�� x vs ti wJ SJ iyGT Sy SBE '0' 0 10< ;r-: 'r J Fyo �o < <90 __ll FINVONA CRAVIN DATE V�L lt-!�-5Z5 I SCALE NONE JOB NUMBER 11�8-7 Job Name N\F-TNL- ai CHFPKEO DATE APPROVED DATE SH ECT NUMBER b v12--;�_o 45 ! 3 2-d CP Z-? -DEAN STEEL BLDGS. Description LM 2942, PALM, AVENUE .."I FRAMING DETAILS, FT. MYERS, FLORKIDA BEARING FRAME CORNER (-?) q3901 , I � d r ��y r e. j... ... ,.,a s... n�:S ,h .. r4.. •± -,. ,. ....,. s ... -f_, �,~< h� id.. ,. a... .+,..r.-..x-r.?s .. .a >. `$3F ,3. :. .., ,..: ,.a .,tJ ..:.:h �a ,. .z ...yd, _s - ,;.:•,. r �„ ,. .,�.iw:.,#i$x. si 1L.E„pa S. r't_,k e . n1).,�+,�..-3�e.r*.d• ski N �,�',�F,.z�L�:�J,i t�w+,+.-..F<i�rti�..�x:,Lu:,.�.... Sx . r,' i ,�:.+��-.t ¢ t....,}no..,<1 ,rc .. ,,. ' o. nc'1;. ..,wa-seaE�'".t 'kt rr xt:'1^.-•'�: * �R t i. ,r,. - lass .,..: yyY ..-s. R"M.L--� •..ySY t ,i Y +" J >'. 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SPACING AT '"EA ENO' LAPS LAP SCREWS CAVE STRUT HW 5542 36- - " 2/4. lz+ 12- p3� ZIA ----- CAVE FLAStlNO SPACING AT PURLINS (INCLUDES \ DOUBLED ROOF FASTENERS PURLINS) HW 5501 "14 TYPE A SCREW ASS Y x 3/4 LG 1 HW 5511 SgREW ASS'Y. e O.C. HW3501 14 TYPE. A SCREW A3S'Yx3/4"LO. (TYP.) / HW 5711a IQ 3(j- '+EX HO 1 S/U LG. L2 6• 6• 6• 6• 6 4• F{Vl�i5o� S.M. SCREW F- FjLRE`� b'�•Y :8- O.C. j SPACING AT EAVE , RAKE, & SILL W5301 14 TYPE A SCREW ASS'Y x 3/4-LG. 36 " ° 2"1 12- 12- 1 10" eI �. 6601 TAPE 'S£AIER \ H W 6601 SCREW A-" HW 5TT5 INSIDE CL03URREE } FL RAKE 4217— ENO CAP SPACING AT GIRTS (INCLUDES DOUBLED GIRTS) WALL FASTENERS NOTE: SWEEP ALL FILINGS FROM PANELS DURING a AFTER ) ERECTIONS. NOTE: (OPTIONAL) SELF -DRILLING SCREWS ENDWALL Si S.D. SCREWS ARE USED FOR ATTACHING Hw 5511 sM. SCREW FLASHING a SHEETING TO SECONDARY 1e ■ O.C.RAMING ONLY. STD.• SCREWS ARE USED f FOR PANEL LAPS a FLASHING TO SHEETING CORNER FLASHING CONNECTIONS. a�EwALL SHEET NOTE: START ROOF PANELS SAME AS SIDEWALL _ PANELS CENTERLINE OF I st RIB IFROM END OF PURLIN. 1 I • , E Rls • o1RT LWI- IL RIB GIRT LINE SECTION THRU CORNERS SHEETING DIRECTION TYP. SHEETING LAP. RAKE OLC! Ax HW Ml SCREW BLIND . RIVET ■ SILL ANOU 1k; I(OPTICAL URE (OPTIONAL) "I I O.C. S.M. &CREW ORNER FLAsi1t1A ►IW O775 TA" SEAL[R r.ws F! t n. .M. Hw =1 SCREW ASS'Y. FINIAL HW 5511 S.M. SCREW I s " O.C. i INSIDE CEOSVRE HW- 5773 (OPTIONA: BASE TRIM- HW-5637 (OPTIONAL) HW 5501 SCREW ASS'Y. 6" O.C. IMP at* SASR ECR No. Revision Date By r4li DATE SCALE Jo/ NUMBER :x .lOb Name VD..' - Iz-3: NONE (I i : . "ECKEO DATE APMOYEO OATS SHE"NVMaER M`kEE D�V LAPIl�c*Ji IZ-2o-�S Z2 of Z ? rnrru_ rnh►avcvc�,*�c� ,w -'-DEAN'STEEL- BLDGS. > Descriptlon ^ ,•�.:,-.,� 2942 PALM AVENUE (oFT. L SHE1=Ti�1U i�Ji1ETRIL � vl�,115� 33901YERS, FLORIDAX R 9 12 SHEETI►IL-:1 Ic_-�DIAET IC ROOF) - --I-- - - - W591 SCRE16"O.C' A FLASHING n i AAltA 11. tol "-5�-SCREW0 12C lfts(ut� HW-550 I SCREW t'L6u"L S. 77 HW-5611 ::SCREW -18"O.C, 0 0 0 0 0 0 BEARjING OR RIGID FRAME CORNER DETAIL HW-5511 SCREW 18' DOOR JAMB FLASHING /-Hw-,5511", �-� 18 O.C. -INTERMEDIATE *-FRAME DETAIL T_ _ CANOPY EAVE FLASHING PANEL CAP FLASHING '--HW-5501 SCREW 1�'O.C. II EAVE DETAIL 1?INTERIOR PARTITION A CORNER FLASHING PANEL CAP 41 N HW-5501 SCREW FLASHING '12" O.C. ENDWALL _.DETAIL W-550 SCREW. 12 O.C. • GIRT DETAIL S -- r A • %-M -5501 SCREW 7 �O IC'O.C.- - HW- 5501 SCREW 921TO t) T. 'N P G" O.C. H OUTSIDE CLOSURE HW -5552 (S. P.) AN- 1119 HW-5511 SCREW 12"O.C. OU 77 -WALL FRAKE INSIDE .CLOSURE ROOF SHEET WALL SHEET NOTE: FIELD CUT I" EAVE STRUT RAKE ANGLE SLOT IN WALL Al - WALL SHEET PANEL AS SHOWN SECTION THRU RAKE WING UNIT- ROOF TO WALL --FLASHING ' (WITH ENDWALL SHEET) (BELOW EAVE CONDITION.) .SECTION THRU EAVE (WITH SIDEWALL SHEET) SECTION THRU RAKE (WITHOUT ENDWALL SHEET) (SAME AS ABOVE EXCEPT AS SHOWN) SECTION THRU EAVE HW-550106'0.C.' (WITHOUT"_-SIDEWALL SHEET) WALL TO ROOF 'FLASHING HW-550101270.C. (SAME AS ABOVE EXCEPT AS SHOWN) WALL SHEET ROOF SHEET --SILL ANGLE OPT. INSIDE CLOSURE HW-5773 (R.S.) PURLIN HW-5552 (R.T,) HW.� * 5553,(S.P.) HW-5501 SCREW 12"0,C, SECTION THRU SILL WALL TO ROOF CLOSURE AT EAVE I'NTERIOR PARTITION CORNER FLASHING SILL: Hw-!5501, - SILL 'HV A SCR 4EW HW-5501 (18"o"c.) 2� REW 0 0 -0 COPE FLASHING AND SHEETING AROUND 4 0 GIRT. BASE DETAC�,-... LINER PANEL DETAILS INTERIOR PARTITION DETAIL 'LOSURE 73 (R.S.) 52 (R.T.) APE SEALER HW-5775 OKAWN DATE SCALE .1jor Numsept NONE. ('�>9-7 ENECKED DATE DATE APPROVED OAT MEET NUMBER, I Z5 OF -D,EAN!'STEEL'BLDGt'.-i :;7 :2942--. PALM •'AVENUE'= j FT.-MYERS, FLORIDA, 33901 1 CONNECTION DETAIL .(SECTION THRU:RAKE) WALL SHEET NSIPE- CLOSURE-- — AN - 1025 HW=5501 AT EACH PURLIN OR EAVE STRU7 &A 3 of 15.163 AOG4NT-PARTOrTAI6 0/aT.'el 4*AE6-OL=AA ke ADD-WiNO UN- 7 ECR No. Revision Job Name PAL kw F Axx oZ I Description TAILS� 'DE SHEETING - C- ROOF TRIM CROSS SECTIONS F-A LINER - pANFj. nFTAiLS . „ T F m . I „ .' ,' , r :� :.-. ,.-.: ', �.. •...: .-. �:. ,..,;: .. OOWNSPUUT-DETAI L • L. : s RAKE FLASHINgto WAKE DIAGONAL CUTS _ r FOLD GOWN -TA 1 - ! , .a. , ..t _r. _ ._.. ., d .. t .. � ,. IN I ,.! ,. r r . , r.n .,� _>r l? I G _ , , x,. � � , 4 �- own � r . _. _ _ � . _ . � az r A# f,.+'f _ .. t..: _ .r , .ai ,r'•S c T. -y ,..e' V... �3. a„ •.,r,. ss ..v .. ..., .. k :..7 '.7" L " tt.. o' .,' ar, s -. #. x ..d a ..rs. .. .r{' ,._. rE .... r. ,... - ',.� , ,. . ,. 4.. r �'+ ... .. >:t`s+.%f. .. .,r .." ...x=. « _. - _,.t ...�e'l,... �Ft.rra�. z dF n . � der i��...• ;. '�_. .. , a. .. ....c..«,. .,.:: :. _... , ..... x r... .. ,� •T ... .. ... ,. .... .. ._....MR, ` . a.i�A�R� ,.. .' x ..« .:! u.rod r. �• +.,, .1 s,.r t _ s a ..-l".. .. t.��x .... T x^...# 1. _✓r.a s ,. _�.. . .-. >. a 7 ..r n. .:'-.'.t r ::: ..:. ,,... i:.... F... FINIAL ,-...ra Y,r._i�;.. , ... - :_ OOf. / ::� ,e • PEAK ( a HW 5501 _.. - .= mot# $wcREu► _ ,. SCREW AasY 1 a o CTIQN�� a�75 ., 2 REQ D , \ \ , 2 REQ D. RAKE CFOI NNAL �. _ V ,. 4 � Y TAPE w.. T r � • SEALER , Im ROOF • CL03URE EAVE R: c i\ / $ SHEET ASHINO PEAK FINIAL F.L 4030,1:12 ROOF-- ' BRACKET , FL 4019, 4: Q ROOF - J HW 5838 (4:Iy 1 (2PCS, ASSEMBLE /• - RAKE P AK FINIAL RAKE i W/ HW 5501) / 1 • FLASHING / FL 4211, I: 12 ROOF FLASHING I 1 • HW 5T80 FL 42134:12 ROOF } NW '6511 S.M. HW _ 3780 \ I ' S811, S.M. SCREW SCREW 3 REQ'Il Va. BUND , RIVET PURLIN 2 REO'D. r Ve"BLiNO • 2 REQ'D. \ WALL SHEET - SCUPPER RIVET, 4 REO'D. �� • RAKE 8L PEAK TRIM FL 4109 RAKE FLASHING SECTION THRU RAKE CUT HOLE FOR I"I LAP FL 4208 AT PEAK DOWNSPOUT OR SCUPPER_,,, " ROOF BEND TABS & SEAL WIT SEAL W11 GUTTER SEAL H (HW 6720)' H� GUTTER SEAL °' ✓� /I OUT TE SHEET HW 5720 � IELD CUT UTTER \• � y \Gi I I R SHEET • I EVE I LAP DETAIL FL4201 STRUT r °; .. .. x..:� f« -. .. 'Y-. ... .\'. ui...r :...-- err:`/ ...":. «�;T.lT ..".,.. - .,.1r• .aa 3P�,r1 '�''ry{,>��i4-K As-. r.k: tti Yt 'l .S.tlRsilJ r i:i .�sf= �. '��.�.;" , .x BUTTER .rz•.•,t<' - V. DOWNSPOUT .. . RIGID FRAME - ,, RAFTER EAVE DOWNSPOUT TAUT (STRAIGHT) LAP THIS FL 410 DOWNSPOUT UT RIGID FRAME ° GUTTER INSIDE STRAP FL 4108 RAFTER 11 2 RIGID FRAME DOWNSPOUT FIELD CUT. ' GIRT i_. HW 651 S.M. SCREW HW 5501 SCREW ASS' Y OFFSET 2 REQ'D. PER STRAP 2u 2 REQ'D. MITER GUTTER a RAKE FLASHING END SECTION THRU EAVE SM OPEN SIDEWALL FL 4107 - SCR6601 SCREW ASS Y. 1 REQ D• I TO MEET AS 90• ELBOW OFFSET RIGID FRAME i (•/ I• SHOWN BELOW. SEE COLUMN �• 2 REQ D. I DETAIL "A". y ' , ROOF SHEET oowNSPotrT HW 5780 1/8" \ HW 6611 1Vpl- 1 GUTTE FL 4108 DOWNSPOUT BLIND RIVE b�-`_ S.M. SCREW 8 REQ'. 1i 3 REQ'D. • +— CANOPY CHANNEL EAVE STRUT $TRAP SECTION THRU EAVE MTER CU:T',DETAIL, I LR 81 LM OPEN SIDEWAL!_ UTTER TO -RAKE' OUT TER END DOWNSPOUT I "TRIM STRAP FL 4 ' 2 HW3501—\ ,# HW 5501—� I WO/WASHER FL 4204 R.H. 108 90•ELBOW , , All SHEET FL 4205 L.H. (CONNECT I + I SEAL WITH GUTTER AT GIRT) CORNER SEAL, HW 5720 _ _ FLASHING STRAIGHT DOWNSPOUT _ DOWNSPOUT STRAP END CAP DETAIL i SO• LSOW OUT FL 4106 —_ DOWNSPOUT. w/ELBow TAPE SEALER UNDER GUTTER BRKT GUTTER DRKT� GUTTER BRKT. CONNECTION. DETAIL DOWNSPOUT RETURN AT CANOPY g CHAN(iLW OHfi-tE/!—pAi1 MOOIF A({,$ ECR No. Revision Date bP By rr — / QUAIL "A" { DRAWN GATE SCALE .HOG NUMBER 1 FIELD MITER SUTTER AS PER TEMPLATE ::'••; {mil;' 12-3 8�`j NONE Job Nin1eM�� DEVHU3PM�HJT GoRPt ��. PROVIDED. i I C44ECKED.,. OAT[ METItiL, LIP,64TUKINL, 2 ItSERT GUTTER IN RAKE TRW TO APPROVED DATE SH I :2 '7 ZNUMBER MAN, 4 OC Z1 NE SMJOSS,TRACE OUTLINE IN RAKE TRIM ;. :t. I AHNO HAND sHNEAR To FIT.. DEAN_ _STEEL BLDGS. " Description LEAVE f• TABS 1N RAKE TRIM. TO FOLD ... - � } INSICE of GUTTER AND CONNECT WITH k:: 2942 PAL14� /�YEiVUE SCULPTURED GUT T E; �. F',."IC" 4�"13780 ®LINO R'�TY sHow�I ? FT. MYERS, FLORIDA FLASHING ISOMETRIC 33901 n, g, 4 r 7� hl —7— ECR Me. RovIslom D'i to a Y •iz jo Nam* 'yF 11 --?,9 7 cwtson 35 O'F 17 r wcsTF DIE STEELIBLDQS,� 2042 PALM AVEMVI. coip_ t-11 C-0 P I N C_� Trf HPLA T. IF — FT. MYERS, FL04RIDA 77. -T`� I M A V '' --' WALL-"B 8 SHEET SHEETING' - RAKE FLASHING MASONRY � GUTTER WALL RAKE ANGLE OPTIONALMASON`' MASONRY EAVE '-- - T FLASHING -~--� OPTIONAL � �-PURL|N �1 ' our To OUT | ' MASONRY�[�---� -- 4^BLQCK- `\-WELD OF nrcsL To our F~-_ ""/,"^�Dr,r r�*an !wq u /] |.�_.���� PLATE MASONRY WAL k8N^'-�^ GIRT LINE WALL SHEET|NG-' SECTION A -A INSERT GIRT CONDITION BLOCKS SET IN -SHEET LINE ENDWAL[— ('D STEEL FRAME REo'n)' . /\ - STRAP SPACED AS EQUIRED BYLOCAL CODE 'A ' Ij - LK|NG A. : `:—LINTEL = ^ ^ BLDG1 - ' oLns coLvww �� u/n/ SHEET WALL K4N pL^woc un^cc rxcRs GROUT T OR nc�vox/u- OF L�nLLvwoc.D|NE-GIRT L/nr LINE ANSERl GIRT uOmuI|mm By — -- — — f — tiNST,RU_CT,IONS:.;F.0R.:INSTALL'`ING•.: 325. BQLTS BYa r u \ •� F. d : ., o .x.. ... £., 5 .. t-_.. .. ..,: .. .> . r. # s. v es , ti :{ ::.a4 •.-„ t ::5 , e is , ':a ¢ �,.... . 'ja .f .,. ,, r ...a+ ., Sr, .:.n ..: i... �, ..�.�.i, +:'.r,$r'3k•... , , ,. ,...i. +r .ir g:;Y•sY'" ,.... n -.. ..� �-.� ,4, o-. ...: -.. ...- . _... . ......x.:a rTeq rn:. F" fi. �?. ,. t. rr �t .�...'iK','S3�'lA: �:.�,�., ,�f� .. �..:M1 f sw a; ,i :; TJ`x (: .:'. ♦. � .t .?k... .,..-. "»r fl; •:+n a.., J .. �. v ` .s,x. Y,4, : $ 4M ,;;ALIGN'> T,HE CONNECTION rHOIES WITH ::ENOUGH,!DR FT_ .. ,, - ,h.�ti ( PINS TO _ MAINTAIN„ THE ., QIMt S ,ON ND .,PLUMBNE S S OF , 4 __ ..>, , f e ,I :THE `STRU_CTURE ' � $, TA3� t.• ,b .w c, -Y �,r•"a...,.s p..,x'$+xrxi"�s. _. _ ,. an'-f: � # r 4��.: � _ r•yY.}, ,e.;, ,:" �� a ,. ..,:: - a t» _ � ,. _., ¢i y 2. ENOUGH BQLTS SHALL .,BE BROUGHT TO :A SNUG TIGHT CQNDIIION : TO .INSURE THAT =T, n_._�1.RwTSe OF: THE JOINT ARE -BROUGHT INTO GOOD CONTACT WITH EACH .OTHER.'(SNUG.TIGHTIS DEFINED•,AS .TIGHTNESS 'ATTAINED BY 'A FEW IMPACTS OF 'AN IMPACT..WRENCH OR , THE FULL EFFORTf OF A .MAN "USING. AN ' ORDINARY SPUD WRENCH.) ;.. i A325 > A 3 2 5 3. BOLTS ;SHALL BE PLACED IN ANY REMAINING HOLES IN THE CONNECTION AND BROUGHT_=T0 SNUG _ _ TIGHTNESS HARDENED WASHERS SHALL BE USED ON NUT SIDE OF CONNECTIONS TYPE 3 4.'ALL BOLTS IN THE CONNECTION SHALL THEN BE TIGHTENED ADDITIONALLY. BY THE APPLICABLE AMOUNT OF NUT ROTATION SPECIFIED IN TABLE -A, WITH TIGHTENING PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID PART OF THE JOINT TO ITS FREE EDGES. DURING THIS OPERATION THERE SHALL BE NO ROTATION OF THE PART NOT TURNED BY THE WRENCH. TABLE - A ___A325 BOLTS NUT ROTATION*** FROM SNUG TIGHT CONDITION TENSION /KIPS. DIA. LENGTH *,� 45/8 �� . 2 &. SHORTER ;.. _:,.,, v :..., 1/3 TURN...: �8.. OVER 2" `NOT OVER 4" 1/2 TURN 19 "3/4 3 ' a SHORTER 1/3 TURN 28 3/4 OVER 3", NOT OVER 6" 1/2 TURN 28 7/8 3 1/2 ', BE SHORTER • 1/3 TURN 39 7/-8 OVER 31/2 " NOT OVER 7" 1/2 TURN - 39 1 4 & SHORTER V/ TURN. 51 I ' OVER 4 ", NOT OVER 8 1/2 TURN 51 * IMPACT WRENCHES, IF•USED, SHALL BE OF ADEQUATE CAPACITY AND SUFFICIENTLY SUPPLIED WITH AIR TO PERFORM THE REQUIRED TIGHTENING OF EACH BOLT IN APPROXIMATELY 10 SECONDS, 80LT LENGTH IS MEASURED FROM THE UNDERSIDE OF THE HEAD TO THE EXTREME END OF THE POINT. * * * NUT ROTATION IS RELATIVE TO THE BOLT, REGARDLESS OF THE ELEMENT ( NUT OR BOLT) BEING TURNED. FOR BOLTS INSTALLED BY 1/2 TURN OR LESS, THE TOLERANCE SHOULD BE 330° _ AS STATED IN AISC SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" TYPE 2 TYPE I r' LENGTH --ry NUTS MAY BE WASHER FACED (A) ' OR DOUBLE CHAMFERED(B) vRAwn DATE SG►LE JOE qE;Job Name � NONE 1159 CNCCKC7 DATim. APPROVED DATE SHEET NuMEtAL MMIUFACruftlPtLDEAN STEED. �ILDescription 2942 PALM AV ENUE lr FT. MYERS, FLORIDATURN OF THE NUT METHOD - ZIP CIO