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501 Codisco Way Plans Steel bldg
4t STEEL BUILDINGS.INC., The roof iiv, jjjqq-,,jn, the tri�u-t,i;y y THIS IS TO CERTIFY THAT THE ABOVE STEEL STRUCTURE IS DESIGNED TO MEET OR 'NOStandard duilu'4, di), idle 1203.7 EXCEED THE FOLLOWING LOAD COMBINATIONS: , 1 WIND PRESSUjit-: Cg.Lr PSF LIVE LOAD PLUS DEAD LOAD , ICIEpri S ARE 2) —L&a* WIND LOAD PLUS DEAD LOAD NAVFAC wil-2, COME 1 9, 1970 THESE LOAD 5 ARE IN ACCORDANPE WITH BUILDER WME D00--bMADW-V cti-eP, CUSTOMER METAL M4MQr-Ac--WK1IvA- BUILDING SIZE LM-7. 7-00'A'-e 9 KO D.S.B. JOB NO. DEAN STEEL BUILDINGS, INC. FT. MYERS, FLORIDA EMLAN 1B mm" R SIAI Al. CO. - METAL OUILDING MANUFACTURERS ASSOCIATION COMPLIANCE NUMBER 8367 ^ ' �0 � o� w� Fl- Tw BEARING FRAME TYP RIGID FRAME ANCHOR BOLT SETTING ANCHOR BOLT SETTING t 3/4110 BOLTS (SEE CHART FOR BOLT SIZES) ANCHOR BOLT PROJECTIONS: LO —PIPE COLUMN PROJECTION OTHER' COLUMN PROJECTIi ON 40 0 LEDGE DETAIL 1. +-+ I ANCHOR BOLT SETTING w OD ---�- ��- z��� pwLTS / '� �n / / - o � ' LL w � ' ' = TYPICALPIPE COLUMN � | � vq ' ��G � r)a0LTSETTING --'—' -' ' | ' � ��) o ' (SEE CHART) / | w' --f-------- - --------f- -- -______~ -�- , | . �- / ] � � . . *` | ANCHOR BOLT (PIPE COLUMNS) LIVE LOAD/ WIND LO . AD EH [�`(nY] 4" �`-- 0 , Bu||d|ng�doeuncddeo|gnand ionot rem responsible for /orthe design, nnudeho!e'and construction of the foundation or foundation annbednnants^�d provisions shall � � ' ' / `- — `-� � / . - / . ' ,. ^ o � | ` ^� ' / - �o � of the w | accounting for the building--g-- — other. of the soil and --`'''r-~~~loads,^ capacity 'other _� 8 - ANCHOR BOLT LIVE LOAD/ WIND LOAD 3/4 EH EH � oomJ0onaoftUabuUd|ngmKe. - — . - - ^,�~��c�- ^ DRAWN DATE SCALE JOB NUMBER CHECKED DATE APPROVEO DATE SHEET NUMBER DEAN STEEL BLDGS 2942 PALM AVENUE FT. MYERS, FLORIDA DEAN'(5)33901 ECR No. Revision Date By. Y. Description _ ANCHOR' 8DO' PLAN' LM'2 n0`8FAH • y r .Y v rn z r . •r �- _ r - . J a : -- s .x , . • .. - - - � .,..... _. _ ..,. - -y-. �� ,. ,. .......... ..( ..Y .-. _.+.�.!:.«. ... J < - r'r- .... _ ,.. ,.., .. ,f.,. _..J .,..r... ,. �..e .-. 'Y.4'�tR'xS f k'. t ,.. >• , h �'`. 3Y.,t., ..,,�., . ... , � . .. ,. - .a x t -, , �5 -x .-r• - ... � , > :. .. y��yvv _ . _ , _ _ . , . "i .. 1`F?` < N �. d, .� #' � l r Y K1 . is > .. e?� , .. .a -... P 4 ,..,� ,.: ,. .. i. .,. . a .. .�.... ..,.. .,,F .. ... f ,+ J -Jf a �'_ _.... f. .. ..,.. , ... d . m. a .. �.:,..:'..._: R....�.'•_'. .,_.._.._....so.f., .e...«. ;h�}4,?^.... .�.....g.f ..,... w. n..... ...., i.,.,-.. ,, z«,�.,..+..._.. ... _ ri_..._,..,... ..: .kG£tr ,,... ..,,. . a, .. .,..'1. .�,r . - S-.:'.,...,. ... . '�'S n,., ...e,.. ,,_-_... .... h .. . -... . .. l.. r -,....,:_.. ..-. .. _. ., ., ?.,t. ,,.«'r1.•-..a. s r.r._.<._... 'r..2,• n. }.. � r., ...-:•-_ :o.:.f.,..."r. x.is;e:.,_.aPm ,;, Y'4�}E♦A.^l>.. u, Y�y�Nry:. , i q4,v sj• - 'i :a65 L A., .,- �.L: )..... , , r ( F KA(nt; -r I I i fi 5 4K I I I I ry-5'4K v 14Y3 3Z•8°L 4 31J3'� 12o.eK DEAD LOAD t LIVE LOAD FRAME ! 1,ISS 2 3 AitOtt,t2) DEAD_LOND i W W D _► O D (, FRAMc LINES `�,`aY l?i 4 z r p� who F W N D L01— ( FRNMF- LWc L,3,4, ta•1(•Q) 3,4K pEA'D LOM>+ *i tND LOAD � FRAME. DUES lO, `k S) _ prcA.C� LDAU t WIWO LOAD C FRAOE t:wES 6,113) 9Y2� I 1 ► �'�—�- I DEAD L WjN� D ��AD CFRAME LINES 2, b, 4j1�, l 1, l2� OAT t L JO6 HUMKR VD L 1Z-3-85. 1J0 VIE 1 t 3�7 CNCCKCD O TC APrROYCD OAT VMCT ►tVM$CR 122 C�a of Z-7, DEAN', STEEL BLDGS. 2735-HANSON STREET . FrtYERti, F' O 1OA ! 33901 ' Job Name M`KEE CJl?`lELt7FN1>=NT C-OR.f? • META! DdA�1VFAc. t'U4Ztr1t� Doscrlption RItaID FRAaAE- Y k x�.?% C,3i Via,",{.i`� � • 4.... n4n.+4.H:�F R.. N E= .L=T.� _�� ~B.V ,. Q .0 - • �- .p+l w,v P 'l,.s l Z °.'uN , f. i , i.� ow�3-5 r e a z 1 <1 2 f { B t� .[ Z f' Eck .irt i e ^ Y 12 — RR-.6 1 V RR J5 Au122� NS$•FS AN�zz8NsAFs AN a5o NS A.FS 2'-2 �. ,lut2l8 NS�FS 5 =O f QN-1t2lAy 1..15 � t=S a 3u1 Los Z Re SPo�as� E POR (J � `o R�_'Tj ATFPCi1IF1G oUrSl G� FLP.+-i �„a �. FLAAiia� bRNr_e TO MASo�1 Y Y`dAk.L �T X A -I'- 4" OF FRAME R R--7 I' 2 qN �231 N AtilIZ2b F6 C41LY `--.�12tg }�:�$FS ANiZ2to E^IS t�tiLY AN1229 usJ<FS GO • A)3 QZ5115 A FS w x U O Z F , � o n.. oo'-p" GIRT LINE TO GIRT LIN FRAME LINES (o, 1, S NOTEI 1. FOR PURLIM SPACING SEE THE ROOF PANEL LOCATIOVPAGE. 2. FOR GIRT SPACING SEE THE SIDENALL. FRAMING d SHEE?111G PAGE. 3, THE HIGH STRENGTH BOLTS & MASHERS SPECIFIED FOR USE AT THE - COLUMN•% RAFTER CONNECTIONS CONFORM -TO A.S.T.M. SPECIFICATION A-325. THESE BOLTS MUST BE TIGHTENED 81 THE 'TURN -OF -NUT` VETHOD AS DESCRIBED IN SECTION 5I0 OF THE !•S.C. SPECIFICATION 'STRUCTURAL JOINTS USING k.S.(.K, A-325 OR A-t30 BOLTS. J`�7.�`ta¢;ita?ki1?CR'sr, DRA►$ IATE JOB IUIBEI 1139."1 VD_L i Z- 3-0'S CMECIEI IATE ISKEET NUNBER of 7-1 N3 12-?O-P,5 3 D DEAN -STEEL BLDGS. t' f 1135 HANS01 STREET �U(� FI. 1TERS, ftORl4A u uM �s9al ------------ DEALEIIWKEE CpHV�l1�PM> 1iS CARP COSTONEIt I11ET4L MA1Jl1FA�-TURTNI� DESCRIPTIOIl RIGID FRAME CROSS SECTION ;5 -Z"xZo I.�L 77— h. BOLTD U ..E GOjNN00tioT.Y F 1i �, ' •v. a `�" �� Q —( �S-'14�':: ..k;, r�J S �h � ., . e yj ... :; ,,- W�t� I A. 'r 1 A4. ,t'� w .YFz v'{'.E ,'. :5:��%:• xrf .ww. i._yp; .KJ 2 l� f .r E 8 Ste" qS X z VA" NOTEt ALL-BOLTSJO BE HIGH STRENGTH WITH NUTS s N. i a C•t '� r �' tic s:: $d �• i f t i , .. _.�.. ,> ... 1. „m r q #f a .. :�. .. ?, ... �. n :. ... � _ s:.� �,..-• } ^ a ,. i {,,. .4. F _ .L. .. T - r .� ...> a3 S�r•l,4 i _. �'i'tX. k 1{ : ....... .� . ..: .... . . . :.. ... ... ..ae .. .... :. .r - i I RR-9 FRA+nt 12 LINE f3 1 Y m-A �221 NS IFS ' AN 1Z30 ti15 � FS. O W.Itl;50 U5ki S r ° 2'-2 t1112Z8kIS�FS O 5 �0 �— Zl e, IIS � j �� aw "` �v1LoER RFSPoI� �+SL.E. row ,.1 0 0� d _ �G^' •PTfPCFII�lG pUTSI�F FLANta� � F�ANUE N 4y r3.tci✓ To }�,A`AhirZ� A•T -T'- 4n (usa Rc.-d PST LowMT�S b w GAh1 o PY PRAM �•S.� boo B" RR-1� FRAME LN RR-2- 2'-2" 1 _A�1�229 us#.i-S 0 p ti1 kz2z. 5 A FS � 11230 F IS kO l i C-;) o LIME 13 LWE 0 OF FRAME RR--4 4T3 7 o NS $ F" _ 4 Au1Z2e rS er�t-Y _._kNjZZe_NS F1 L_ O A1.11Z29 N5 � �S � iZ2� Ns otiLY 200'-C)" GIRT LINE TO GIRT LINE, FRAME L3��S Z,3, 4, c5, 9, 10, 11, 12,15 NOTEi 1. FOR PURLIM SPACING SEE THE ROOF PANEL LOCATION,, AGE. " 2. FOR GIRT SPACING SEE THE SIDEMALL FRAMING a SHEETING PAGE. L THE HIGH STRENGTH BOLTS 8 'MASHERS SPECIFIED FOR USE AT THE COLUMN 6 RAFTER CONNECTIONS CONFORM TO A.S.T.M. SPECIFICATION A-325. THESE BOLTS MUST BE TIGHTENED BT THE 'TURN -OF -HUT' MFTHOO AS DESCRIBED IN SECTION 51C1 OF THE A.I.S.C. SPECIFICATION `STRUCTURAL JOINTS USIXG A.S.T.M. A-325 OR A-430 BOLTS. d. RIGID FRAMES ARE SYMMETRICAL ABOUT CENTER LINE, DRAIN DATE JOB NUMBER 11391 CHECKED DATE SHEET NUMBER 4 oP Z, N8 I� 2l7-S3S DEAN STEEL BLOGS. rQfl 2735 HANSOM STREET FT. VIERS. FLORIDA 33301 ® DEALER:M`KEc pgy�oPagtiZ CAR? CUSTOMER, fAaTAL^ DESCRIPTIONI RIGID FRAME CROSS SECTION ei--1 U r O ZA o' z5=o` Xc•3o9� t.it7rE: ��utLDE`,L 1� RcSPU1.1S\'v�E �GK �.tTACt+tr�u Gr�TStr E c=Lttl.lt�C �LANrgE FjnaCc flF R\latp Fi2A1J\E EYCER\OZTO rt,A`O+ i aQ 7'-A" FRAME UQ7-- @ THRV @ O THRv t5(SIgEw6>y a" AND 4Lt FRAk1E ol,4ES CS\DEWAi-1 ~A") . Pw\l.PEie, \S A�So EZESPONS1gtE FOR ATTAC" Nta OOTs\pF Fx-Nl-AWEOF F3E4Si\W:) FRAME Cot-WAW TO tAN: R"C @ 1'-4" AND FoR ENnwa�L Lok.uMtvS To MaSoRz-< @ Z`-4". h\LL PER pESL(�fJ DE-mluS MkRut" ., 25'' 0' 2�,'-0" �J L5-a zs o" zs-o LSo" zs'o" 25' 0„ zd' - o KC-316fo �X C-Tj096 Rc_I � Rc-3 Rc- t �t SVgEWAt�A" I i � \ XL'.31o5 1 XC 3195 Xc-3195 1(C-3to5 _ D_Ot)01_E - EC- � — xL-3�t5 vV13031 x� 3z 35 _. — xC.-�z35 XC3tco5 PZ-'� f/ jt `Jl XC-32 34 ' ,^,� - XC 52 34 xc 3\c�4- � IE Xc-3t too KG 3234 - XC--�Z'54 XL31(o4 �— EC 5 Xc-31�4 ?(C.-3234 XC •32 34 xc3164 >=c=6 XC-bilk O .a-- P_.._O —XC-3234 O XC 3Z3d O X C-3 lbQ O EC-381t� . Q Q U O _..XC3t�4 -^ EC-3 —XL 3234 XC-3234 ECZ 3Z35 xc 3z3S xc ��5 —{� EC -3804 Fc 1 EC,-ao'3A- XC-31o5 XG-�195—XC•3195 XC-31o5 , -I- XCbV6'1 � XC31b7 RC: A- RC.z RC.-Z-- XG 3bg7 RC' l A-3, 97 RC;Z — cSAor7GPrl o! T. D. (Ali n1T/ ` �A�_IA, Q.i '.�-.�cot1 : ri • �... of. col,." T a w. �..ov .. 0 -0R... 541\EDuIE QTY. DES IPTI()ki 1 WD 1DS WAL.' 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I 11 I I I DEALER: t,� V ea DEVELoPk\aNT CUSTOMER: P\ETgL MANuFAr�UR�*1la DESCRIPTION: - ENDWALL FRAMING I - l: ,. . ..... ...... - . >x :.r ,�.�. ._ ..-....,......... ^,°.$", ., � _ _. fsF ,. :......- "71:fR"c+ . - G,'E`. t:�.t,cr.. .a 'a,'t - + <-.,, #., ."....... °..x,, #. .... , ,li._. .. ,.,. ._ ,. ,".�.x rf• S dt. + i fib d'ii� , .. , , . � ._ a .� . - � .. _ W _ , .. ? , x s .., > .. tr S .p, ,per .. :.t 1.. ... S -: .>. r __.,e � .. .. .. ,.. {, ,. �,... �} �, �. �. . , r•'. . c >z ... ,, b,.r:.r� �. ,?, r , .. _... xa. „..- _x., , ... �i. .. _, . d .. :� 'T. WA e:: -.. .� . ... ._ ... , 3. .� _ ea , r 11 .� j( ✓ ,[. ... i>x,,_.. -s ..v<r... _s __ :........ r, .._. ._ ,.... _.7. -. ,. _.:.. _.«:_ ....., Is k s.. ...:r ,.i". �.e3.. t. 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ZB-$ i5 +1bC�tA> ZE-$555+ 164A• '/� zF- � k1fo4'^. ze-E35t�-A' lbL1A. 16.4A: p N GI_3oto w� ° yZMASONRK _c 3010 w� Elz° ' AUC}IORS MA SoNRY ; i� BY OT4ERS 3Y OTHER'S QG-I �C-'�`� t✓G 3�04 GC--7 FC-3810 EG--I EC. 3804 cG-:4o54 = z = n- N 4, zo'o" Zo=o" zo'-o'" zo'-or> 70 o" zo'-o.x zo'-o" I � L Z.00'o' GIRT LINE TO GIRT LINE DRAVI DATE JOB NUMBER 12-2-05' 11'39� CHECKED ? DATES SHEET NUMBER DW9 0F C7 DEAN STEEL BLOGS., 2115 NANSON STREET FT. MTERS, FLORIDA ® 33101 DEALER: IncKEE DEVcLo MEk1 --CT'- CUSTOMER: McTAL_ M�N;j* I.LCIJKt�i(a DESCRIPTION: ENDWALL FRAMING ' I .i I f zc _ _ .. ..r .. �.�C�i��. �••.�."'�. 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MYERS, FLORIDA ENDWALL SHEE SING _ 3Ui E!{DWA,t L ✓ • SHEETING SCHEDULE - ice® dl07�+n�®a A Y�lO Yoh Ws�AA e�®iii iei� rs.er.�a Asir err r.rs•ar ,•�••-•• r rimer �r •�..rirr =. irr.ar►-rrrr.aroara..r...��._.�...�...._.f...�.... — ._- r r�r ._.,.._-. .a -a �.araa ... ._. �rr.car�c _..— ...-..-.-.,. _-._.. re.v.ari�! u. �fr:rii: ii�r�ri: n.M. - P.�:—%1 •r3 w i�.,i ir.i'i` _ NOW NOW9 WWM iiC7. :.rJ �0 7wJ ww`ri✓i�.�u _Suwon iSi .'3'��r•.iir7.7'w .iw.w���� �� �+•�'r..-.��w..r. �.rq..•. �.v r...-..:. r...-.. li■e� �ir�iist,�oebcro� _w� �b.l •I � � �IY� y �,Ii�-�,1.rV .0 .ye�„+�n±eaw�ris �.. ��.K /�i ✓���iri •''fi����i�•�II.r1. w�w�w�w��ww�+w��sssR+�ne�swvm�+ntiwn�w_ w�_wg_ h iii�3�7 r�r.. ��Ii�• YgTYY. w++i .I ry.� � Y• � ✓ '�ii .�iYL•~�•• Y✓�illel4••... � NkN.�.I �w� IYti". MF�w/��� t �. •�''�• _ 'S _ MAWN VDL Job Name DATE SCALE Jol NUMBER iZ 2-65 NONE �i ;9-r CHECKED DATE APPROVED DATE SHEET NUMBER MECA� l�AKUFl�LTU1t1►�1( DEAN STEEL BLDGS. Description - 2942 PALM AVENUE LM 200' SPAN ' FT. MYERS, FL ORiDe ENDWiLL SHrl ETIN%J s..ma-r.-----.:_.- 33901 T.yei"mn.'tti2YMMm>'ut4-fs0.tlix...-f••.':. «N Rx'e.I'.rn ice,. .. x.,:'_�.a^ta5niic'J:.: a _ .w>3..... fi -.c 6.d.. �.,_. , ai,rr... ..tr-.... .#-..J".acta....a-.c r23w.,. .s 1 ,.. ,.. .1..,f?.Ja.... ,..•:, - b,. s- �.._..._ ,....L -a<. ._. _ ... _., .. ._ ..... .. .. _ti _ _. r. s. ,-. r 4 -.ek ,....- __....ai' 2r,... .<:Y- __... ,. r,-�-..-. .t.- a�_...,•. -x., m�5__. � h...T.ru ..f?.-�i,r, ...�.�d.-r-3.�t. 1.1x.,. ..�._ K ,t.-...,.:- <__- ._.._ .. , .._........_..... t�..., .,..�.. ._ _. ...... .....,,.... .......,_-t�.t-`.--..r1.o•1 "-C ,1.� art.. .Fr =.-x,• t...:'.:% .. ,. .. .'- .. .�� ..., r s ...; . -... ...�._..:.-� ._ _, .._ -:_ ,.,. y �.6"• _-#f ..sxa1� „�'-eft e: 00,600,04.. ' Wr; �a{�. , 'Elm ,. ... .. Y"'�.i . :..YY .A � ,n,...,,... �.. ..-.. �,.. ... ._.A .1.....,..�� x-a:... . .. s , . _..M ,•.. .0 <.. , �raµ. a' a... .. ., 'S.. . ..�.. �}-. .._ ar4 �il� y5� .r Y.. .f w a... 1., _--..•�1 ... .. .. ..... , .f tt r� .. .. �S ,� ., Lie-._..{ -: ...,,. <�.`-� a :S' ..e't.... ..s�.-:*�+���?�r S..._ x .. . -.. �,. n. f-} ,•a V.,r .:�, ..... St .. a, .. U4 .. ,. 4. s 1.. ...� r e,. , "... a. 7 r� _. -.. ..5� •-_. .:..,.: .. �5. � .. 1. .. .. .. 'fie, .,. •. ,. .. . -3�. �i� F``. ..-a. ... -� & ,� . - ::«,,: ,.. ..•.: •:,-. .. .. .<,. . ..- ,:,e:-,..:,�5: ,.t t a u*{ .,.^� •.• 3. ar .�,fa...,..,,,..,r, �... _..inn �. �.. m . n.- �...r�:.. � r ,. ;:.� ... ..L �. � 4:.. ._ .... .. .. . ���2.�4A-� 3..a x ... i�'� _ .. �». .,,.�...�- ,� �.a .r-.�...1�'.�L.�.Y �.. ��:,....0 Y a„_..:5�„S- .. C".-� _tS•.., -rl, x..._,.-,. ..-. i. .+..<.. ..... i. k. {n.$',P.. -.. Y .• x.. .. T.. tr.. :i. � � i M. . }} .ai r. ,�., ,S ((. �.i- a.. ... -.. 2. � � , i _.s }ice 0.g---• ,<_ . .. }`.. �.�. F. 4 a. .'�.. . ... �. - �`.'. �...,.. ,. '(XM��l ... .. 7 _ ' i .. - ..,.:. .. ...L. ...- -..: .... .. 1 ... •. M � sr n x 3a ,.;•+ '•�+P ,�� j :( rrJ .),. -Yi. v... z., Y.:. pa .,� i F. 1 ' . _ ADD�TIOt�{AL G1kT' 'IZEQ't�• EAVE STRUT - FOR PART NO.SEE ROOF FRAMING PLAN ABOVE CA�tOQt>=.S z cA zP- 8(028, I(o 4• a5-r3 , 1Q,C.1b.: zP-85'L3 , Icota�A.' ZP 8to28 1(o(gt1.. .. Q O a _ _- w m opEr.! l2=0" Fo,R M A'_-0 4'< r - N - cn z z W Q S CL N w I . _ I . z-4 } w ! 2 J ,i 62 i moo'-Z_ GIRT LINE TO GIRT LINE NOTE: ALL GIRT LAPS TO BE 2' -2' UNLESS OTHERWISE NOTED DRAWN DATE JOB NUMBER Y>,L vz-Z-SS 1�391 CHECKED DATE SHEET NUMBER b\Al R 1IZ of Z? D DEAN •STEEL BLDGS. 2735 HANSOM STREET FT. NYERS. FLORI9A 33301 DEALER: M`KE 1�EVEzIoFMT31�T Co1KP• CUSTOMER: htF-TAL'• MA►JVFACcuRt►11� DESCRIPTION, SIDEWALL FRAMING i , r .. .... ;,, y .. ,. .:.. .. .,, ,._ .._r_ ..... ., -. .. _._ ,.e.... .,.........:.,....—_-.._.,tbS.�tsei�-. ._..,a, PANE L. :_ --_.. ,. - ... ,._ -_... k,a-__-_-_.-_ _-_._,_•e____.....,.,.—„��fi..Y..!`s„:....K,-,,.i�Y �,>..�eR:n..ac...aaees>xr3.o�m,rttaaesur�tttcer•... _.rix: ��,' .'"rE$°f4i iX�4i r I b 4 c # s a r..sF.: �a � ,. t _;, ,,,,. .. ., , • ,, _- *:� t.: ^' �s , n... a ->te � o k 12 H AOE v a HEADER FLASHING r o " O.C• 12 Nw12 DETAIL AT 'DOOR HEADER LEAF DOOR — - JAMB RIBBED FIELD CUT I N HINGfPFNIAS• PANEL- PANELS REO, D. T WALLO , 8T 24 I/2 0 0 ° o ° O t1 POW ER FASRS %4 TE DRIVEN 5CREWSr HW Sy12 GOPE D fIELDe iNRE5HOL0 9L36 R`TE W/ AROUNN Tp CO LEAD I T.T SCI? FIEL�SURED p. GIRT A ANONORS pIMENSION OPENING VIEW FROM INSIDE BLDG. FRAMING ISOMETRIC NOTE: HANG AND ADJUST DOOR ($) PRIOR TO SHEET AND TRIM WORK. ice ---OPENING DIMENSIONS—+ S-O" FOR 3070 CONCRETE DETAIL 4r-0" FOR 4010 6'-0" FOR 6070 �AT JAMBS FL AS REO ' 14 a 3/4" LG. JAMB FLASHING SCREWS AT 18" O.C. HW 55%7, DETAIL AT DOORJAMB JAMB EDGE CHANNEL, ATTACH TO INACTIVE LEAF W/ NO. 10 a I/2" PHSM$, TOP B BOTTOM BOLTS y . 3/16"a ;,... , •'tr t *r" .x _ ;} FIELD INSTALLED ON INACTIVE LEAF. COVER LOCK PREPARATION W/ LOCK FILLER OVERLAP STRIP, ATTACH TO PLATE ASSAY. INACTIVE ACTIVE ACTIVE LEAF W/ NO. 8 a LEAF LEAF 1/2" SMS, 6" O.C. DETAIL FOR DOUBLE SWING DOORS 14 a 3/�" I.G. SCREWS AT 18 0, DOOR JAMB HW 55I-L SHADOW PANEL JAMB FLASHING _ c , SHADOW PANEL HEM FLASHING DOOR JAMB W/ SHADOW PANEL ' DOOR DESIGNATION D R - : TYPE 'S' TYPE . G . SOLID GLASS LITE:- 7 c. r xa a� A� �A F+E JAMB ILO / 5».EEP 00(78 SHEETING ISOMETRIC ADOEfl-00"RET-E DETA f �f8 I' ECR No. Revision Date By O"wN j/tjL DATE IZ-3 SS' SCALE NONE JOB NUMBER 1139-7 job Name M`Et= ��YELD�'M►iC coRP. METAL k�,dNUFTUR4I1� CHEGKEQD DATE Al•PROVED DATE SHEET NUMBER DEAN STEEL BLDGS. Description 3. SWING`� LNG oETA�s .. :2942 - PALM AVENUE CE DOORS FT. MYERS, FLORIDA 33901 !4 A ai ?. a. ,.ry-.ye� Xs {p�w� r _ { jl .. # ,.... .. - .� - �. - '..f... .. a -. �i � • t( IrtlllJ .e'♦ 1 HW-55t2, 12"O.C. SIDE LAPS ONLY i HW-5512, 6" O.C. BOTH END LAPS ' I I' .. a.. «.Yz_,.a,T a. na+•�..'u:. 1. ..:..:.:: <5.3 .: + -' x.: i. •; ',: . .... .. t ..:.: s,r.. :......'ti. t-�i-$•:•.. F .d... ,_. .::.f A- ..-J Nra .. _�.....:,:.;G.::._.. } tY.:a,.:..—" ..ix...11 I # r µ,me'--'-:>wx^..• tn^ -. � a �..,.ura :xx.� s3r. .. _. S a >� t C - GROMMET O.C. HW=551Z,12"O.C. :(MUST BE `SPECIAL ORDERED) HW-5512, 6"O,C. 5 - TAPE SEALER FIBERGLASS HW- 5775 -- --- PANEL ! : 'Al STRUT - 75 TAPE SEALER, HW 57 g Z FIBERGLASS PANEL RIBBED PANEL FIBERGLASS - - PANELS - a ,f FIBERGLASS TO STEEL�„ FIBER ASS'•TO FIB R ,I ASS in HW-55 n., 6O.C. _ I TYPICAL SIDE LAPa GIRT RIBBED PANEL SKYLIGHT MUST LAY ON TOP OF ADJACENT TYPICAL FIBERGLASS WALL PANEL INSTALLATION SHEET LAST RIB O . HW-551Z, 12" O.C. DRILL %40 HOLE IN _ ! FIBERGLASS PANEL FIBERGLASS PANEL .. . r%Sf..t ..-. i. .... 1 DRILL %gHOLE IN RIBBED PANEL i FOLD VAPOR BARRIER OVER RIBBED FANEL a FLASHING _ 1 PANEL RIB (USE TAPE SEALER - 1 \ ON TOP & BOTTOM OF FIBERGLASS PANEL 1 \\ VAPOR BARRIER \ RIBBED PANEL TRIP 4�� OF INSULATION HW-55tZ, f O.C. _ - - - - - - - - FROM VAPOR BARRIER. a FOLD VAPOR BARRIER _•_____ : _ _ _: :-_ -.- ` SKYLIGHT TRIM BACK OVER RIBBED PANEL PURLIN OPTIONAL \ SIDE LAP WITH INSULATIOK END LAP WITH INSULATION \ I `TAPE SEALER HW-5775 BOTH END LASS, RECOMMENDED ORDER OF �$2 A IO--GAUTr ON --•NO W 1 ECR No. -Revision Date By: PLACING PANELS A TI OfLWN DATE ` SCALE JOB NUMBER Job Name IiD L ti 3 s35 NONE t l :: h( KEE QEV1=tAPME1tT �oFfi�. DO NOT STAND ON SKYLIGHTS, _SKYLIGHTS. ai CHECKED ,, DATZ % IZ-tA-85 APPROVED DATE SHEET NUMBER 14- olP Z-7 t()=TA! C�IA►lVFA� TVK1A�{� ARE NOT DESIGNM*TO CARRY CONCENTRATED :' ~ LOADS. STANDING ON- SKYLIGHTS MAY CAUSE. DEAN STEEL BLDGS. Description :THE'-PANEL'TO FAIL. RESUL'TING:'iN,;;SE9tR � ► "eta: ::~:_^ .: t 2942'. PALM AVENUE;�-. :SKYLIGHT= PERSONAL INJURY, FT, MYERS, FLORIDA -PETAILS 35301_ HOOD(CALK TO END CAP) g R"j OF E N Q.,',,j.HRQAT CLOSURE) 6 44 w'V i, 1_4 ! , a.x n�'� i�t TEM uS %GM A I o uplei A— 'THROA.", END- -CLOSURE.. y WITH,, ND OF VENT AND . .. ....... _7 BIRD SCREEN,, ATTACHJO AIRSHAFT AS NOTE MV W1 DAMPER ONLY) ,,AIRSHAFT 4 6T, , E W , IND N D' aSTRAPS OMITTED FOR CLARITY. CHAIN OPERATOR DAMPER IN OPEN POSITION CHAIN KEEPER VENTILATOR. END DETAIL -DAMPER IN CLOSED POSITION #14 SM SCREW ASSY, 6"OR 12"OC AT CLOSURE. CLOSURE STRIP w/ 14-"42 BLINDE 14 SM SCREW ASSY. -Td'OR 12"0. C. TAPE SEALER,,HW5775, R E (FIELD D11-LVVE IT- AND END CAP) BETWEEN CLOSURE BIRD SCREEN PURLIN AND SHEETS. MINIMUM DIMENSION= THROAT OPENING VENTILATOR END CAP - (FIELD ASSEMBLE TO VENT ON GROUND.) ROOF SHEET CURVED --- RIDGE CAP PURLINS PURLIN FIELD DRILL HOLES FOR it S"HOOK PULLEY OPERATOR CHAIN OPERATOR CHAIN, 4- WINDBAND BUILDING SPLICE HOOD SPLICE FRAME 1 3 N"(9 VENT) -_t,CLO$URE_,STRIP 9", V (12!' ENT) WITH TAPE SEALER, HW5775 SECTION THRU VENTILATOR WITH DAMPER TAPE SEALER,HW5775, BETWEEN AIRSHAFT AND 9"VENJ END CAP SKIRT; BETWEEN CLOSURE AND ROOF 12"VEN T SHEET. END OF APE AIRSHAFT SEALER #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 IS -HOOK 0 PULLEY OPERATOR CHAIN CAR ATqACHM 3 _15--a-2 ('PC ECR No. Revision Data By PULLEY /"S"HOOK AT EVERY OPERATOR CHAIN SECOND PURLIN, APPRC p CHAIN KEEPER INTERVALS. DRAWN DATE SULE Joe hum#" GIRT 17-171-65 NONE I kbq I SM SCREW CHCCKED DATF PPAOVED DATE WFET NUM#ER (FIELD DRILL GIRT) 15 BEAN STEEL BLDGS ........... .!UGGESTED D[AGR.Ahi F.ORINSTAL.LATION OF..OPERATOR-�CHA.IN' PALM AVENUE (PARTS SHOWN NOT SUPPLIED) I s T. MYERS, FLORIDA 390i Job Name Description MONOVENT DETAILS ._ s .., r..... ..-.F. _. 1:.:: arm_ .:_vi ,:. ,,. ;�_ ,,-et ni, . *3 sY:. d+ -,a6f lk;•�C �' r » . . s:,t :' -'>- - - ta.'�.�� -ri.. <ti7.z, t�*y , ,❑. _.i . ,.. 4.�..t.. ,t. � i x ._„ �{ ._ _._r.,�": , ..-..� .,.:, r '-."!,. .. , , Y• M,:. A"-.'h' ... Ss'� . a.. +'P ,.-:. .�` 7[1.�y�a�.�..y, gag . r� 1 r , ' n t i�tst'—t .. .� r ", t 1 .. ... r ...:� rid`.,.. , ,.i.. ..,..J .. ..w:. im „ d�2, .. x.. .-,1 .r i.. Y• a. ..?. f. -. ...•.,� 3 � ( _ , �g. .:... ,-. -...:. p -al 99 ,- .. 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A., sty N ..h ,# .,ux�` .a`r -, ..as, gg .. d ,:.er_x..• ,. ,:.,,x 3�. �. a �!.:: .a.r. ,. 3 ,+� . - _.. IA T s e, , tCANOPY PURLIN REWIRED FOR ALL CANOPIES I CANOPY RAFTER zl?�si� zp)� ( _! _.. Bot:T .,__. is - ,-._ B C AH R T ER Fll R ' B CK- ,:,..,,...._ SSE PIA , CANOPY - � i LLE 8LK ♦!•N...SS3 B RAKE ANGLE C N A W� THESE PURLINS USED FOR 12' CANOPIES ONLY CT(P) C OP T ANO A EA / a. WT. BA`C &VE LFIANNEL I C.42157.9 I -luT. BAY EAVE CHANNELI CH7829 C RN OL 0 N. _I CANOPY FRAMING PLAN INSIDE CLOSURE FLASHING FL 4072 T F'PER SIDE Or .1- s INSIDE CLOSURE TOP .CANOPY � ROOF PANf.L STRIP STRIP FLANGE HW 5517 $CREW EAVE CHANNEL 3 OUTSIDE CLOSURE � CANOPY SCrrFT ^^ 6"O.0 STRIP a lW _ CANOPY W/O SOFFIT ONLY FL,4$H4Hv FL <pFifi ....-_ L _ — H w» u EAVE FLASHING SCREW C © 12 O r FL_ 4030 NOTE' VSEFHWPSSIILSCREWSPS STD. GUTTER SIDEWALL PANEL ' r----�T� - J 'OOTSIDE CLOSURE ' ! 1 HW SSII SCREW @ CANOPY PURLIN IB O.C. SOFFIT 1 SLOE PANEL N4W SSiI SCREW 24"O.C, 24 0 C. U NO .<+PANEL t.a _-..:..,_ ,,,.-. ." .. . , #.. e„>•_ ra. ,.., -: '-. P V .3EE':.OE TAIL_ -A CANOPY EAVE HW 5511 SCREW® SIOEWALL PANEL FLASHING FL 4067 12"OC i SOFFIT PANEL -� SOFFIT PANEL ' DETAIL "A"� EAVE CHANNEL HW SSII SCREW - FLASHING F •<,� KW' 5511 SCREW 12" D.C. l 2', HW SSII SCREW (� 2C4 - O-C. FLCANOPY O 067 AVE .FLASHING 12 - O.0 . EAVE a WALL DETAIL HW 5512, SCREWS ALL "WEAVE DETAIL W/ GUTTER 6" D.C. ' GIRT 12' O.C. CANOPY ROOF PANEL\ CANOPY PURLIN BASIC -REDO. f COLUMN NOTC+ SOFFIT PANEL NOT SHOWN CANOPY ROOF PANEL �. \ EAVE FLASHING FL 4030 EAVE FLASHING FL 4067 EAVE CHANNEL •.CANOPY PART NO• Al PY R BELOW EAV CANOPY RAFTER SOFFIT FILLER RAKE BOLTS PANEL I $LOCK I ANGLE •-{i4=0-'fx0--i..:rat W=30 3=A:i=,S1t9"- -1-.4 �--94 �`.�LS� �-•.t�lr_-aaa-'�•--srx�_eoDc�__}..rr_too�-a:c�%x��A-y'T-3•�s�_. �-TT;� Lyrr_rrr�z AN 1119 1 GUSSET PLATES FILLER BLOCK T EAVE CHANNEL CANOPY RAFTER CANOPY ROOF PANEL 13 0" CLEAR GENERAL NOTES - TAPE SEALER HW 550 SCREW (a) 12" D.C. I. SHEET WALL BEFORE HANGING CANOPY,ORILL RAKE FLASHING HOLES IN PANELS FOR CANOPY BOLTS B SANDWICH PANEL BETWEEN THE CANOPY RAFTER 5 THE FILLER BLOCK, PURLIN HW 5511 SCREW 2.ON BELOW EAVE CANOPYS FIELD LOCATE ADDITIONAL �a 12" D.C. GIRT, THEN SHEET WALL ( DO NOT ATTACH SHEETS TO ADDITIONAL GIRT UNTILL CANOPY ROOF IS FLASHED) ek FLASHING FL 106E HANG CANOPY RAFTERS, CUT SLOT IN PANELS , THEN ATTACH AN 1119' TO GIRT 9 PANELS TO ANGLE. JAMS RAKE ANGLE 3. FOR CANOPY ROOF FASTENERS & TAPE SEALER SEE STD, TRIM SHEETING ISOMETRIC. 3OF: T PANEL ". HW 5512 SCREW "a 6 " O.C. I I I I F FILLER BLOCK I SIOEWALL GIRT !. FIELD LOCATE I d NOTE- FIELD CUT O i HW 55aZ_ SCREW (' SLOT IN 00 18 O.C. SIOEWALL PANEL L O AN 1119 - AS SHOWN GUSSET >r5 U r- PLATES SECTION A CANOPY BELOW EAVE CANOPY RAFTER CY iIG �AIIEL-LEtisT(� ��/�' jy(w r-3 HHH FELLER 81.6Cr4 WITSFish keL SECTION B 8.1'�—� HC�PIIKLIA1�Al0�l:`a _f�j� gr�}� CRNCrPURIIN-NPTE--*-- f8g/•8 BC DRAWN OATS SCALE Joe NUMBER An40-S7—FG-•ANIIit - --4f{8�00� OP • ' 1 Vb�° . it- 7 NONE NONE I"gill 11 13�� ` WASHERS �' M j. %'• HECKEO' DATE APPROVED DATE SHEET NUM$ER ECR No. Revision Date By rk� ',� _.� i • ;` �w 1Z 2.0-&5 • - HW es3a-�!a`.oiAisl�';:',:• DEANSTEEL`'BLDG$, `< Description-- 1: �_,I,; t- •;LT. 2942 PALM AVENUE 12 TAPER BEAM r-all, FT. MYERS, FLORIDA CANOPY FRAMING DETAILS ALYcJ 3 J s .� 1:4AF�4 x ! f r .w. ,... ... .. , .. , - ,. ..� ... . , ... .. i.: ' i' .,.:. �.. i, ... a ., 4 ,. -t s. ., r , ..• .. .... .. _.. ... 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Revision -Date By DRAWN DATE SCALE NONE JOB NUMBER C>F MATS! CHfCKED DATE APPROVED DATE X)MET NUMBER Z'2-() -T,5- DEAN STEEL BLDGS. Description LM GS 2942 PALM AVENUE FT. MYERS. FLORIDA DE ROOF FRAMING DETAILS 33901 . . ............ . . ............ - r i _. y r _ ,.• _u,.. .Y'... .. ....M S.. .- _: , , lea....,. ..,s..! _a' ..S ... ..-r..' x :. ,,: � .j� '�' ........3i. �r , .. .. .. S _...-. .. .. ,. _... ... _.. .. .. s. .. ,�._.--_. ._rx, •„�..-tGS`. a,i,.�._ w.. _«,is:. a. s.a:....x..:. r,5. , ..�, , ,.... _.... s.... *, t. . _ _,._.. ,v..... .,,.. _..._. _ _........,..,,... .._. .., ... ....} ... ........ .. , h ... S., ::..., 7.. ': ». .. .p "' { r r Qa: g x #?f 3 S fit'` r .. 4� xt } _ .. c }. _ n ::...k i'. _. .. x a. a. .. ., c., .. , :.. .. ,. ..... ,.: tx ,- ... ., a.. .. ,_c .. :z .. .. ::_ .. 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COC/ <� �T JJ�6 O<rS eF 'y2 ,F C C/Qq<< Grs p<G� T� FTQ yN'JJB6pl Ty B� /< q s/ - �ti�'p'r,F< -0'0 rar 0 �,QSJ • �' / U r o61 , To sy �J `TJ iy GTS ,yw JJeS ", , ?F ME -a AIICw ECR No. Revision Date By I CAAWN DATE SCALE JOB NUMBER Name NONE ti39� _..lob M< �� DcV ELoP1lAtKT (oOKF �CTA�- MANU�rbC�VG�111� CHEPKED DATE APPROVED DATE SHEET NUMBER ",DEAN STEEL BLDGS. Description LM 2942, AVENUE :FRAMING,. DETAILS ;• .. I .PALM• FT. MYERS, FLORIDA BEARING FRAME CORNER' - 33901 _- e�, �s ' • C z , i rr i { a � . ,_.._r.. r_ .cr .. _...� 4,, N ... +, ,:; 'F -.. , . p_. Y Yr _........_...,,+:,::.._.....X�.... ..r,.£m.<. ..:.r.. .,.i,. .... . .: .:. :. _.;_.._., _ --. ... ,�. S .-..,,b .%v� .x. .r�4,., ^ .i �w.�s,u....r3. x.,-r�«, .,�t ,. -: . T. ._:...: - - ..._. -: a ,,'-t :,� _ - .. .ni - -. .... �: w: _. .:x•.t. F_ :. . _.a...i7...7_.. _r ..__- _. „,.,t. ..3,�. 3a.«-(..�...: $ r. taiT ' gn ..gn:o- ,-.. : ,h d ..,.1� ,l .« 4 .,. k ... n. .. _i .. Y,.... v" _. l: .. ,_,. .. , .. ..•.. _. ,.. ,. _., .e a...5r ».. 2. r{. A ,:� 1,.." .. J .wVx�,.. . *�I"t ,r .a J c f y" * /C cl +'s 9<lG,� !O <o �tiGr O�Q - O O ��F,pj _ • o�G ENDWALL COL. TO RIGID FRAME CONN.f AT PEAK WITH SPLICE PLATE o0 Fy Fti s, s v-• F T 'S'is eoC CO �O •4/< ,p _c f r JJ J� �7sr tio0� Rs ' r 'C o, , , HW 5TT5 YAK •3EALl11 -, Rf• Ad sr A.. 56 ... _:. ....... s.. t .. ,;.., . - ..-.�•..,_ .._..�.. _>... :, f .: .. :. .. ,.4r Hi Rl f. r .. .,. .. _,•.. - s , .< r„s, ,_.:. , _ �':. F . r sr a .. a ,. a., d e s t �.-. ... � � 4': .., v..._e 1 .{>. .. , v: -I , . .�' .. .....� i. k ,.. �..w..5. v ..,. .. xr .. �..-.,. . .. .» ;. ! � w .,± -.., .1... / r( : /':. ..,:.,.....i..,�..:::Fi.$c.z...,._..,,tu"?.u.�fs _, : __ .w. .:. �-a.h� ,.... ; .. 13f.�a, :mr.:. -1;.• ,. cA.� r°i' w tax �• :h, .. r, �..,, ..r4Sa.'�,d�� •s-� .�. W �� Z .��. .� _ _._.0 _::. i t _.. �._e .- :.,. _.., � LASS_..a0.> t +�. '•,. .,.. .tat ' to 1 L,T'f's!i!1;°°.I<f+, . '.'n?(. - i .. ;«: CLAS . >. t4 .�r...: , s- -. .-,.. .,. ... _ ! p�g� F; I.r. , ae:T 'ra. &ert�#�. s ,., .. 'F ., •: , «'a •.w... ,.,... 3 ,., , .. -,. ...xit� ..S t ( 1 .,.-�', Y,/±', - � . ,y...,3 :. .., ,. .. - :. .._-�t'.-. ..,x 2 3�% ,.,c e ,.. -. _c� .., ��'in.. ,' .::. 3�`� .,:•3"_^ ; y,:q'.,. 'i .. :_ �.1 �✓,.t . _. ,...,,, , [[. J SPACING AT EAVE 8 END. LAPS,.,.._,_ ..\ .-,,.LAP SCRCwS. - i+ _. EAVE STRUT Nw 5}12 12 0 C - NW 3 2� - .. "O SCREw Ass'- I _ - - ------lz_E AV E - FLASHING. - FINIAL r. SPACING AT PURLINS (INCLUDES - _ — DOUBLED ROOF FASTENERS PURUNs) - — HW5501 •14 TYPE A SCREW ASS'Y z3/4"-G HW SgRE`5it{SJASS'Y. TA47SEAL.ER HW 5511 S.M. SCR 6 O.C. Is* O.C. HW5501 14 TYPE- A - SCREW A55�Y a3/4"LG. ITYP.) HW 5001 Hw 5511a 10 36" SCREW A" Y. RAKE ANGLE. HEX HO I pl HW 37T3 S.M SCREW 5/A RE W 2 6' 6" 6" 6" 6" 4 �, ~ xR b.95Y. INSIDE CLOSURE • RAKE -. FLASHING . .t' ai A. „t e Y , -�:. r r +• ..a _ ,.. .. , n z :-..:: � `.' ... _... �. . ,. f - .;,:YYi'> « - HW �3501 SCREW s SPACING AT EAVE,-RAKE,' a SILL FL 4217III ASS,Y. 12" O.C,\'dY RAKE -HW5501 14 TYPE A/SCREW ASSAY a 3/4"LG. END CAP W 5760 V8" 36" BLIND . RIVET , 2' 12 12" 10" GIRT INSIOE CLOSURE HW-3773 (OPTI 1 SPACING AT GIRTS (INCLUDES DOUBLED } BASE TRIM- tHW 5p Al NOTE: (OPTIONAL) SELF -DRILLING SCREWS ENDWALL SHEET S.D. SCREWS ARE USED FOR ATTACHING FLASHING a SHEETING TO SECONDARY - Hw aa.1 sM. acREw FRAMING ONLY. STD., SCREWS ARE USED 1s" D.C. FOR PANEL LAPS- a FLASHING TO SHEETING " GARNER (LASHING 1110EMNLL SHEET CONNECTIONS, NOTE: START ROOF_PA-NELS SAME AS SIDEWALL _ PANELS, CENTERLINE OF I st RIB II`FROM END OF PURLIN. ` 1 E RIG • GIRT LIN RIB GIRT LINE — '"k - P1 SECTION THRU CORNERS SHEETING DIRECTION -a .n �yv.4.�► '...•+ Y• :1 T'YP. SHEETING LAP. at � SILL ANO MadCLOSURE (OPTIONAL) !Sall a.m. *CREW I O.C. 004ER FLASHING z< ECR No. Revision Date 1 By atiai=+iita!?t-s:�i«?•:'iia-..,:::a.5rs3"sue ..a-..-_...:s-.. •kr• Txs>iie...:r DATE SCALE Joe NUMBER Job Name '- NONE 0+1T[ MMOYEO DATE SHEET NUMBER M4L EE D�V ELDPME�t7 ZZ of Z"7 ° Pti1 i0.1� ra�JFaGCU,>Lr a 'DEAN —STEEL 13LDGSIt Description",- 2942 PALM AVENUE . '' R1Pj FT. DYERS, FLORIDA �� IZ SNEETl�•1la tSOMETRtL (ROOF; 33901 I 1 �s , HW 5! s .. W .C. EAVE< FLASHING . -.. I SORE 18 .0 r...:... . . �. � ..-. .... .a. /.:.- w. �w�A _I...w\.. ... .: z��. ...r 5..-.. ,...... .. _..... .... ... .: :...... _ :C. .. t.. '�� �.. _....�[...,.,. ., -. .__. ..�.:r�''a e�S r-,., 1. f. .d" _ }-.�..r..+1..Tv..at._....a,. r IUt Z _ 1E>. �.', � :� INTERMEDIATE -=_FRAME - DETAIL CANOPY EAVE FLASHING PANEL CAP FLASHING HW-5501 SCREW 12' O.C. EAVE DETAIL 1171.NRIOR PARTITION NER FLASHING PANEL CAP 5501 SCREW FLASHING 12" O.C. ENDWALL DETAIL W-5501 SCREW. 12" O.C. GIRT DETAIL SILL NW-5501. ANGLE SCREW 12" O.C. BASE .DETAfL : . LINER PANEL DETAILS } x z 4 . x .�SIpE _fflk HW ,-5792 (R.S. HW- 5501, SCREW : HW-5533 (R.T.) 6" O.C. (S, P.) HW 5511 SCREW 12 O.C. ROOF SHEET WALL SHEET EAVE STRUT RAKE ANGLE WALL' SHEET 001, SECTION THRU RAKE (WITH ENDWALL SHEET) _ SECTION THRU EAVE (WITH SIDEWALL SHEET) SECTION THRU RAKE (WITHOUT ENDWALL SHEET) (SAME AS ABOVE EXCEPT AS SHOWN), SECTION THRU EAVE ,~•.(WITHOUT SIDEWALL -SHEET)"' (SAME AS ABOVE EXCEPT AS SHOWN) WALL SHEET SILL ANGLE OPT. INSIDE CLOSURE _ HW-5773 (R.S.) HW-5552 (R.T.) HW-5501 SCREW 12It O.C. SECTION THRU SILL CLOSURE AT EAVE ,INTERIOR PARTITION ' CORNER. FLASHING - / HW 5501 08" O 'C ) COPE- FLASHING AND � :.SHEETING. AROUND GIRT, INTERIOR PARTITION CORNER FLASHING DETAIL INSIDE CLOSURE HW-5773 (R.S.) HW-5552 (R.T,) , �\ TAPE SEALER i3� HW-5775 CREW C. I ' OUTSIDE CLOSURE .. -1119 ,� INSIDE'. CLOSURE NOTE : FIELO CUTA" SLOT IN 'WALL PANEL AS SHOWN WING UNIT ROOF TO WALL-' FLASHING- ( BELOW EAVE CONDITION) i i WALL SHEET HW-550106"O.C. I INSIDE CLOSURE __WALL TO.;ROOF-FLASHING ,. .. .: . ,,;:•' HW-5501Ca12"O.C. ROOF SHEET AN -1025 i PURLIN HW -5501 AT EACH PURLIN OR EAVE STRU WALL TO ROOF CONNECTION DETAIL .(SECTION THRU RAKE) AD04NT-FART-Db- ADa-•NHER- *ANE6 -DETAl ADP--WtN6-IIMtF flETA .5;: Revision � D.ate y.. ECR No. DRAWN � DATE[PPROVED SCALE JO• NUMBER Job Name NONE. t1397 M�KEE E`1=•VEt.15�A1c�.1'j GoR�. ,' NECKED DATE DATE ;. SHEET NUMBER MSTNI_-NAWIFACTUQl1,Llol DEAN {'-STEEL--BLDGS` Description r '2942 : PALM AYENU14 ETING`:DETAILS'' FT. DRYERS, FLORIDA.ROOF TRIM CROSS SECTIONS £� 33901 LINER • PANEL DETAILS ... 1. DOWNSPOUT DETAIL` RAKE FLASHING MAKE DIAGONAL CUTS. \, FOLD DOWN'TABS INS 1oE DOWN SPOUT, - x a. 1.. _,•,n.. ... ;. .,. _. ,,.,,«. t �.. e. , -r, ., .. . _t ., ... >i,. .rr.,.».. .. ,- °'z_.,.r?' ,...,.. � .gip.. .. 4 i ,. � - � � • . d #' �d Y3z•_ 4 .. , . ..-i-•:,,.....,-: .ru r a 11. , 5... � .. .. <Y.,*' ,. ... ,-.A ..L , JF, v ..t. _ •. / .. "LP r"r'-. ,.. : :. .I ._ ... , .. p- T w r .. s... r .,.... fi ,. r ,. .., ,: ...,., ,. -> �1.. ... ..... ... .. ,,. ., •., a ,. ...< 1 .. ,... s ... .: - a ,Y ... ,, x $. < ,. a ...d" ... __ :3 ... .. .. .... _.. .. .._ .-,... .:x 1 e ,. fir. r.. .�< . � .. ,i{":i..,. ..2: s .� P. ti,. _. • .. :_... '::, .. .. . __, .• ar., , �. , _ ,. � ; _.PEAK . A�. s e,. '3", .... »,. „ r Y. .. to ,• r ,r .F ,.. _ . ek r ,.s. � ,..- \ v., ,. ..:, ' ij :. :�:: T.. <,' <""i<7•�. .. .. .+ ._ Y, ,( .r .:S�i + s ,. .. .. .«, .- ,... ,r. ,, .1 I �.B ,. .... .,.. ..<„ k. u 'if. ow -BLDG...p :..._ :__ - :: • � .>,i . ,,, a` k:a , ,_<': _- . • \ SCREW ASStiI. MW 6WI RAKEGONNECTIQN w - ~ I::\ ` SCREW A 4 REO 0 HW 5501 �J 2 REQ o. ' AT FINIAL' .. SCREW A33f., 2 REQ 0 \ , ` Y ,TAP6 `i ROOF SEALER ' - • _. ...SHEET INSIDE EAVE �� PEAK FINIAL y CLOSURE ASHINO ' FL 4030,1:12ROOF FL 4019, 4: 12 ROOF BRACKET RAKE. HN 5635 (1 12) i — HW 5636(4:12) — RAKE _PEAK FINIAL _ FLASHING (2 PC'S., -ASSEMBLE- /• FLASHING FL 4211, 1:12 ROOFT80 W/ 'HW 550I). % • • HW 55511, S.M. SCREW HW 'S511 S.M. I 1/8" BLIND FL 42R 4:12 ROOF PURLIN 2 REQ'D. RIVET \f� SCREW 3 REQ10. HW 5780 \ • 2 REWALL SHEET Ct 1/8"BLIND RAKE a PEAK TRIM SCUPPER RIVET, 4 REQ'D. �� • SECTION TI IRU RAKE FL 4109 RAKEFLASHINGF,AS81N0 AT PEAK LAP CUT HOLE FOR I" I" ROOF DOWNSPOUT OR SCUPPER, GUTTE SHEET " BEND TABS 8 SEAL WITH SEAL•WITH a GUTTER SEAL (HW 5720) HW 5 EAL T20\ R F SHEET \• �L/ + IELO CUT GUTTER V� 1 t / 1� -EAVE ASTRUT GUTTER .; .V. . RIGID FRAME DETAIL EAVE ": RAFTER TRUT ` - i ' DOWNSPOUT RIGID (STRAIGHT) FRAME FL 4106 RAFTER ` DOWNSPOUT FL 4108 LAP THIS STRAP RIGID FRAME COLUMN DOWNSPOUT f GUTTER INSIDE Off SET HW 661 HW.5501 SCREW ASSiX 2r� FIELD CUT S.M. SCREW 2 REQ�D, PER STRAP '. ORT I 2 REQ'D, I MITER GUTTER a FL 4107 2ri I RAKE FLASHING END SECTION THRU EAVE SM OPEN SIOEWALL 900 ELBOW RIGID FRAME I r/ HW 5801 I TO MEET AS OFFSET COLUMN 1 / / SCREW ASS Y. 1 SHOWN BELOW. SEE ROOF SHEET DOWNSPOUT I• .1 REQ DETAIL D• "A�, I • ! \ I I I HW 514 ! � � FL 4106 r li 6UTTE D. REQ 2 I DOWNSPOUT r HW EE STRUT STRAP VE WtN5700 D RIVE \�\\ S.M.6AV SCREW B1 •,' CANOPY CHANNEL LRCII,OLMT OPEN AS D W 8 REQ' 0.105 1i 3 REQ D. ` I - _- SPOUT ellTER CUT DETAIL, i UTTER TO RAKE GUTTER END DOWNSPOUT I = ALL SHEET 90 ELBOW • ' TRIM FL 4204 R.H. STRAP FL 4108 # I ' FL 4206 L.H. (CONNECT AT GIRT) I CORNER STRAIGHT DOWNSPOUT SEAL WITH GUTTER FLASHING 90• ELBOW DOWNSPOUT STRAP SEAL, HW 5T20 I - FL 4106 1 _ DOWNSPOUT - END CAP DETAIL DOWNSPOUT RETURN AT CANOPY � - 2 HW3501 WO/WASHER es :.. A00-Gt1YTER-CONk, D@' . Yi'-8^ M CHANGE•-•O"TER-PART-44 82-- V+C MODIFIED-ow"taA)"ETAIL&• 12-d2-84>-- AS— tkTER-DOWNSPOUT-CONNEC 6-80- R SP ECR No. Revision -Dates` By . i I W/ ELBOW iNO smill................. . I - DETAIL "A' TAPE SEALER UNDER GUTTER BRKT GUTTER BRKTt GUTTER BRKT. CONNECTION. DETAIL DRAWN DATE SCALE JOB NUMBER . L FIELD MITER GUTTER AS PER TEMPLATE :;f VP•L IZ-3-I�tj NONE Job Name hA��E'��V>= Li�PM�►1T C.c�c??r:-x• . PROVIDED. NECKED DATK APPROVED DATE SHEET NUMBER to M.VFA-xC.T'.)f i INSERT GUTTER IN RAKE TRIM TO '} SNUGNESS,TRACE OUTLJNE IN RAKE TRIM ' AND NAND SHEAR TO FIX. Description z DEAN -STEEL DLDCS.' LEAVE 1" uss IN RAKE TRIM To foLD SCULPTURED GUTTER & RAKE lasrcc Of GUTTER A!� coNP,TCT xrsTH AlAL� AVE sUE 4-HW5M BL*A RtVf" AS SHOWN. � :.: FLASHING ISOMETRIC _ ET, �bt`(ERS, FLORIDA ::� CI,339U1 \ .. ...,.. _. ':�-:>ems»€,-�;aae�'nwx,.aexww+�•c„+. .,.x•. x. ,. .,. - ... ,,...... ........, .. .. EC It No Rawl'slo'n NOMM i 5 r „ '.,, .x :.. n. ..,... ,,:., ,...:. ,.. „s1. .............. .. i ...,,.,.�4.ran... M,.: i,. ...a }... _'.,..... �,. t,., ., .,... ,.+.9, ....... ..... .,. r, 11.: .. .._..,.+ ..r +.:.._._. rv. ... ..._,. .1. ,, _,,...L:a... x.,. ...... .< _. ,..... v..r. .. ., .,. .. y -�:..-.am-.�.. . ._ _ ...,.. _,.. .. .,. ,. ---r _. .:} .q ,• . .y-.. S . �A 1 S .['.iar '.!•• ♦.yi S! x+A^SF- 1. _ .A. :• -... v'Tr }_. 'S, >:..7a i _ _ 4., . . ,c-:., r. ..-. -. r .. r.: ..r .> ... S:' k `�AbTRCtI. aYA� ....i Stf{F' „ nV ..s .,. ,. ,., , . a.. ..,.. .. ,. .. ? „ }. .: u. , .. 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PURLIN vl(� II ,a J -CAULKING 4 BLOCK OUT To our_PA MASONRY, RAKE •.. II - OUT To OUT FLASHING AeU-��r WELD PLATE ' OF STEEL OF CONCRETE ° • 4' BLOCKS SET LINTEL LINTEL IN GIRT LINEBLOCKS SET a• . o'.e IN SHEET LINE MASONRY WALL UMN BLDG..0 OL-fir 3 ..REQ ,;,, MASONRY R:ENDWALL_, ' t (NO STEEL FRAME D) �; MASONRY SIDE WALL —GIRT LINE A " A A i A WALL SHEETING SECTION A -A . , MASONRY BLDG. BLDG. COLUMN INSERT GIRT CONDITION I%'SHEET GIRT WALL COLUMN _ FLANGE BRACE yZ•o BOLTS W/NUTSDRI B AT GIRT HOLES,( DRIL L LLL BF ` Z _ 1/2"O ANCHOR BOLT OR LEDGE "' MASONRY ANCHOR (BY COL.) GROUT FILL SPACE. ••��, OT ERS) t, ' GIRT LINE r WALL SHEETING SECTION B-B vGIRT LINE r INSERT GIRT CONDITION - BLDG. COLUMN — _- TO ,OF FRAME BLDG. COLUMN FLANGE BRACE FL, N BRACE TO MASONRY WALL FLANGE BRACE � GIRT (IF REQD., SEE CROSS SECTION) . AT TOP of WALL (IF R EQD., SEE CROSS I% SHEET SECTION) LEDGE GIRT LINE MASONRY WALL WALL SHEETING SECTION A -A BY-PASS GIRT CONDITION, _ .FLANGE BRACE I/Z"A • 11/4"BOLT CLIP 8 MASONRY ANCHOR .(BY OTHERS) ,• i } WALL SHEETING \--MASONRY WALL AQ SECTION.'.B-B BY-PASS GIRT, CONDITION FLANGE iBRACE (FIELD COPIS,DRILL !! BEND) FLANGEIF ELD CUT.O WELD) MASONRY ANCHOR • WELV -41L. TE (IeYOTHERS) t •.:-:::,:::i:•. ''art. '1S :a 1:YQYi�;TH£R,,Pmr9;! COLUMN TO MASONRY WALL,^DE . ECR No. Revision Date' By DRAWN DATE KALE 409 NUMBER l�D`L 12-3-65 NONE it 391 CHECKED- " DATi-; ArrROVEO DATE$MEET, NUMBER ; - DW DEAN STEEL 'BLbGS 94''ZZ FT: MYERS,-FLORIDA 33901 JOb NaR1e►v<<KEE pEYEIOPME=►,T G�Rp '> META4, MttyvFACi't)R)}J4a . Description :`I�UGGESTED: - MASONRY DETAILS -- 77 7— f: ,. i . „ , # ,� g JN TR a..,. ... „ S UCTIO F r NS 0R I > N_STALLLNG A3 5 _ „ .. 2 BOL�Y}.+,f„ TS.B_.. THE TURN...:. F: .. Q ...NUT. _M ,.. ., ,,'.. , .... ,,.. ., .. :.... .: ...._._. .:-`i.. , .,-. ...s _, .:.. _. .,...,�. _. J..-....,_ a_,......�_..:,..P_m:1.,4,.. ...,...., r.--..... ♦ .-..-., , \ ,. i .�._...,i .4C-.' '�k7`f"a.. r. tror ... -. c > ., .: ,a, , 4 1.. LIGN.._ _- E CONNECTION .H .,. fi; >. .; Is �:-:: ::',� ...� ,.,. , ;..,, ..., M .. OLES.,WITN., ENOUGH 'D y��y� � # -a _,.. :,�;.� „ .:,�.,., �,_::..:,.,._ RIFT._ PIN ....T � : _..,. , ., ,. «� >. . , . 5,.,, 0. MAINTAIN ,THE ._DIME , ��,..., ._. ..�. , �, ,� ,, .. y� ..,. Y N.SLONSa ANFLU B w M NESS, OF., ,.. _ {, £ Y 'wx.^... .. _. ':._?J..t..4_. I a. .- .s. _ r , .Mx`T 1 R c T Q R N NT ..'S .. U..T .. "eA' , 5_6 .. ta, :, x.a. ^' ,n:..4 a 2 .;_ENOUGH BOLTS SHASNUG L. BE BROUGHT -.TO A _ TIGHT CONDITION TO S :. m__,_.v._,_- _ .—_- ,� INSURE.' _.THAT =TkE :PARTS OF ,THE -' 11 ___._,__.:. EAD JOINT,, ARE :BROUGHT. ItJTO G00b CONTACT `W TAS" l H EACH OTHER, ( SNUG TIGHT IS DEFINED TLGHTNESS ATTAINED BY ,. , A .FEW IMPACTS OF AN IMPACT' WRENCH OR THE: FULL .EFFORT OF A:. A .= M _SPUD- # . QR.._WRENCH _ a — L.. = A325 = "A325 A325 • ., 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. BOLT TYPE 3 TYPE I — -� 2 TYPE LENGTH: 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 v A325 BOLTS NUT ROTATION"* FROM SNUG TIGHT CONDITION TENSION / KIPS DIA. LENGTH * f - 518 11 e Z�1 & =SHORTER OVER 2 NOT OVER 4 .1/3 TURN 1 /2 TURN 19 19 3 & SHORTER 1/3 TURN 28 3/4 11 OVER'311 NOT OVER 611 1/2 TURN 28 7/8 " 3�/21: & SHORTER 1/3 TURN 39 7/8 11 OVER 31/211 NOT OVER 7" 1/2 TURN 39 4 & SHORTER I V/ TURN. 51 I ,1 OVER 411, NOT OVER 8!1 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. * BOLT 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 ±300 AS STATED IN'AISC SPECIFICATION FOR "STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS11 DRAWN OAT SCALE IOS MVwdER NONE 11397 CHECKED. WTL:. APPROVED - DAT NUMBER TE SHEE Z77 Or V DEAN STEEL BLDGS DIA 2942 PALM AVENUE FT. MYERS, FLORIDA 33901 NUTS MAY BE WASHER FACED (A) ' OR DOUBLE CHAMFERED (B) ECR No, Revision Date By Job Name = M`k� DEV'E�,pPM'c,r1T GOKP, METAL Ma.W FAr-TuPtirtr,, Descrlptlon ; TURN OF, THE NUT METHOD