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HomeMy WebLinkAbout520 MAPLE AVE #203377-4 r7V n" ly) u a vcz-" Perm J 4�O�-3r7 ,;()M4ERCM t(ESIDEN'TIAt -ADE)RES6 :"'ONTRACTOR--ZO. EGAL PERMIT FEE THIS APPROVAL DOES NO- GRANT P" '—RMllSSl(.)N fO VIOLATE ANY APPLICABLE CODE KEEP'Ht! At.AN ON M AT ALL TIMES Q, I 5/4 L—T F. L A, K eA. 'WAY Ty P. U I N CT Ln ly) u a vcz-" Perm J 4�O�-3r7 ,;()M4ERCM t(ESIDEN'TIAt -ADE)RES6 :"'ONTRACTOR--ZO. EGAL PERMIT FEE THIS APPROVAL DOES NO- GRANT P" '—RMllSSl(.)N fO VIOLATE ANY APPLICABLE CODE KEEP'Ht! At.AN ON M AT ALL TIMES Q, I 5/4 L—T F. L A, K eA. 'WAY Ty P. U I N CT gyp, ,; �•�,�\+,� . ,., ;, ... . ,..::: r t � C t � r ; ECR No. Revision Cit �y �r i.101�fi� owt[ $CA jos rulo4lot ,iOb Ll MITIS COC 1-k-79 NDNE; r A,►�00v1r.C ',1#.p SMICP" Pt4:M#1I:1! CEK 2,. i9-7 9.i � '­ -- 'A DEAN STEEL. QL.DG Description IPA RL— MM 2942 PIALM AVENUE FT.. MYERS, FLORIDA SM FRAt,�{#�C� +SOM► =�s _ }4 ' '"' k... �%�kBF$SY& c. Z"'•.^"r nmvw•; NS�i . r, '�°,; ., r _••- �?'" "{��� P k,.t �„iY \:",.-.�iiNl L..l*,.t �,N t'..,.T�'w3, F7)? OA+�wN tAtTI StALl 01 Num"It JOb Na11te c"ccKto DATE AP"OVto bATC iMi[T Muwgft DEAN STEEL BLDG, Descriptions 2942 PALM AVENUE FT. MYERS, FLORIDA 33901 FIR 77mmFETn" 5, INSTRUCTIONS FOR INSTALLING A325 BOLTS BY THE "TURN OF -NUT' METHOD I, ALIGN THE CONNECTION HOLES WITH ENOUGH DRIFT PINS TO MAINTAIN THE DIMENSIONS AND PLUMBNESS OF 11,325 BOLT NUTIDENTIFICATION THE STRUCTURE, SHALL BE BROUGHT TO A "SNUG TIGHT" CONDITION TO INSURE THAT THE PAPTS OF THE T HR E 2 ENOUGH BOLTS G TIGHT" ISS, DEFINED AS TIGHTNESS LENG" GOOD CONTACT WITH EACH OTHER, C'SNU JOINT ARE BROUGHT INTI CITS OF AN IMPACT WRENCH OR THE FlULL EFFORT OF A MAN USING AN BY A FEW IMPAC Ii P ATTAINED (�A�13 2 5 A325 A325 ORDINARY SPUD WRENCH,) 1 BOLTS SHALL BEE PLACED IN ANY REMAINING HOLES 'IN THE CONNECTION AND BROUGHT TO SNUG F CONNECT IONS LNG H TIGHTNESS, HARDENED WASHERS SHALL BE USED ON NUT SIDE OTYPE 3 TYPE 2 TYPE I 4- ALL BOLTS IN THE CONNECTION 3"HALL THEN BE TIGHTENED* ADDITIONALLY BY THE APPLICABLE AMOUNT M E G SYSTATICALLY FROM THE OF NUT ROTATION SPECIFIED IN TABLE -A, WITH TIGHTENING PROGRESSING c - ES, DURING THIS OPERATION THERE SHALL, BE NO MOST Rl"GiQ PART OF' THE JOINT TO ITS FREEDGES. 0 NOT TURNED BY' THE WRENCH. RCTAT�ON OF THE PAR�T TABLE A A`25 BOLIS NUT ROTATION TENSION /KIPS FROM SNUG TIGHT CONDITION FDLENGTH" T_ ------ T 1/3 TURN 2" SHORTER NUTS MAY BE WASHER FACED (A Tt!R 19 R 2' NOT OVER 4t CHAMFERED,R) 28 OR DOUBLE V:5 SHORTER TURN 1/2 TURN _..___.B OVER -3 3, NGT NOT OVER 6' V 3 TU R N a SHORTER Vs TURN OVER 3 NOT OVER V3 TURN 4' a SHORTER., OVER 4" NOT OVE V2 ;URN R 8 OF ADEQUATE CAPACiTY 1E AND SU SUPPLIE0 WITH AIR TO *-IMIPACT WRENCHES, IF USED,SHALL 6 PE.' F EACH BOLT IN APPROXIMATELY 10 SECONOS� ,RFORM 7 HE REQUIRED TIGHTENING 0 C I STH IS MEASURED FROM THE UNDERSIDE OF THE HEAD TO, THE EXTREME END OF THE POvx'T. 80LT LENGI ELEMENT (NUT OR BOLT) BEING TURNED NUT' ROTATION IS RELATIVE TO THE BOLT, REGARDI-ESS OF THE HOBE ±30- FOR BOLTS INSTAL�tio By v, TUPN OR LESS, THE TOLE ANCA SULD II NTS ASTM A3,25 OR A490 BOLTS," t C SPECIFICATION FOR STRUCTURAL 104 'AS STATED 'IN A I SC Revision ECR No. RAZE ;'CA Job Name CRp, 77tc-ilic TIE APP"!WCO JATE slstrlr ptum#Em mw8 ;9°8(0) .s3 DEAN STEEL OLDGS. 2942 PALM AVENIJE RS, FLORIDA, 3?901 HW -5511 'sREw 18110.C. 114LL TO F F + EAVE FLASHING � it�#S#LSE CLOSURE.. LASHlt� �-� � L (1;12) } r2`" HW -5501 scR�w -5775 "SAP SEALER AO.C.-..\. '>y A E FL, � # 0 2"` C.C, ALL. a1.4 SH EET ` _ _" a L 4072 FIELD LOCA'L'E'. AOR ,�A..A5�## -577 (.) -_�, �Y W-5552 1R.Tj PURL& �w-5E► R r�`�.C, � € c��sTsr CLOSURE � � SCREW Os C, HW -5722 (R.Sl; W-55Cr S CREE18` ac, 5552 d5. OUTSIDE CLOSU '� a `'__R?C� SHEET —A �#9� 5ts #�Ei� 32" � AN- rltg �.. _EAVE STRUT WALL SHEET NOTE' FIELD CUT 31s CL OSU E WALL SHEET RAKE ANGLE SO IN WALL ! BEARING OR RIGID FRAMEfd i�Q "t �F i; PANE. AS SHOWN j� CORNER UEFA# (WITH ND A6 L SHE E SECTION THRU EAVE WING UNIT ROOF TO WALL FLAzHING (WITH SIDEWALL SHEET'(BELOW EAVE COII�I�"IOI�� # w~5 sriDOOR SCREW g ,,0,c _ i FLASHING —, __ uz #` Is C.C. ._.� � • ir SECTION'RIS RAKE (WITHOUT ENDWALL SHEET) €RA INTER SECTI ' R�. EAS' dw t E A ABOVE EXCEPT AS SHOW. � (WITHOUT SIDEWALL SHEEN`) 1 ow-A'AL SHEET _# 3€�Y ^w' (SAME AS ABOVE E EXCE A WALL T ROOF �°i,d�"SHiNr, _�.`� ; ' ,! DE CLOSURE FLASHING s &# Y*ASL SHEET t ,A # PANEL. CA SILL AN0LE ROOF ,_ EE fLA i i 3 I —OPT. # Si�E �} 0�1RE � w .�� �. AN - 02S � I 5 ?5 4.5,E L -. _ ._. 5553 ( s H 5 0! r .) SCY �R. ,i �, rg. �_�._ i `"? 55C# ;SCREE P2>, .C. SECTION THRIJ SILL .".� CORNERINTERIOR PARTTj,- FLAS#� w 1i°��Ll � ' t+a5 i } PANEL CAS. C -)N. a� w, ri a ` SCREW FLASHI {¢gy ; ' E I €. � =1 AET # -5;734R, .i SCREvv # 0" � iI fA E SEALER - 577 i L.j_ Ftp FLASHING j _ �dmCk# DETAIL UWR 4 Y&t LS ##t D tROCW I' mX FW "OPE FLASHING AND OAU StALf w NOt ; c #R. Job Name OATT UTE LINER -NEL DETAILS � DEAN STEEL Description DEAN I N T E R10 R PA, R T - ., I# I#� rF. " Ix�ER 7`. -FLORIDA � �„ ,� W ;€ T �u E ,A,CIS w �s SEC ICSFa .__A.� LINER PANE' .E V • 'O's �l tAV9 DOWNSPOUT DETAIL o W&KE DIAGONAL curs, FOLD DOtMN'TAOS MIC 5575 -,4 INSI Df)IMNSPOUTr E SEALER CK .ITH 3 RWa511 ROOF AS N. SmT oar , + ISO" `� �� + "W 6601 Hw SaOi 30"Eo 9' 1� ! t !CREW AfB`Y., 2 REG D ,1 a 0. APE 715 tr • ^SEALER INSIDE EAVE a CLOSURE ASHIN8 I " FL 4030,1:12 ROOF FL 4019, 4:12 ROOF I" BRACKET ✓ HW 6836 (1:12) / RAKE a I AK , 1:12 HW 66Js(4.1'2) • FLASNrNti^-�"^ � FL 4211,1 1: 1a ROOF (2 PC`3•, ASSEMBLE ! FL 4211%4: It ROOF Hw 5790 W/ HW not) RAKE Fi ASHIND wa 6611 S.M. SCREW 3 R131i#i� , r HW wo f/9"BLNID /ter'' SCUPPER RIVET, 4 Q'D. FL 4109 GUT HOLE FOR Id LAP DOWNSPOUT OR SCUPPER, BiAL WITH BEND TABS S SEAL WITH BUTTER SEAL FINIAL GUTTER 91A'_ (HW 5720) HW 6720 BLDG. Gj f, IELD GUT TER RAKE CONNECTION FINIAL FL4201 LAS'_ _. DETAIL 1 DOWNSPOUT (STRAIGHT) LAP THIS BUTTER INSIDE PURLIN 2 g!o. " F t t%L D CUT SIRT i WALL sIHtIFT SECTION AT EA R SHEET 1*� r SGtEW ASI! Y. 1 IEQ D• 1 1 t' 1• I i i i 641 2 j �► Ram. 1 rj HW Isno I/S" r'► Y SCREW BLOO R ""' 3 REED. s MITER CUT DETAIL, 1 DOWNSPOUT GUTTER TO RAKE GUTTER END STRAP Ft 4106 TRIM FL 4204 R.H. (CONNECT FL 4206 L.H. AT GIRT) I ' rt SEAL WITH GUTTER SIAL, HW 5TtO ! t END CAP DETAIL - r HW5 5 1 DOWNSPOUT TAPE SCALER UNDER GUTTER BRKT. GUTTER BRKTt 6 #w550t GUTTER BRKT. WO/WASHER' CONNECTION, DETAIL VB" 13UND�/ RIVET 2 REQ'D• • RAKE 81 PEAK TRIM RAKE FLASHING FL 4208 I" ROOF Bi)TTESHEET EAVE STRUT �.1. BUTTI DOWNSPOUTJY2 RIGID FRAME EAVE V. RAFTER Rista FROM RAFTER FL 4i0B STRAP FRAME COLUMN r� BCREw ABB`1L OFFSET PER STRAP 2 RHq D. � � '§ETER MITER GUTTER FL 4107 RAKE Ft END CTION THRU SAVE SM OPE" SIDEWALL goo ELBOW RtQ4OOFFSET00FLR ADE TO MEET AS SHOWN $BELOW. SEE ROOF SHEET DOWNSPOUT DETAIL ',4 • FL 4106 - — -� GUTTER DOWNSPOUT EAiE STRUT STRAP SECTION THRU EAVE CANOPY CHANNEL LR & LM OPEN SIDEWALL WALL S)*EE"+ 908EL80W I RAP i4l' 4 bB 5 DDIt!litR STRAIGHT DOWNSPd1rJT ADDGUTTE4 CONN DET. 3-1'!-63 LPN FLASH" DOWNSPOUT STRAP C,.,ANDI" v3t)TTER PART M! 9.2-92 VtC 90° ELBOW---' FL 4106 �. DOWNSPOUT tAQDIFIED SUTTERM DETAILS It -t$ 110 WAS DOWNSPOUT RETURN AT CANOPY s es C�ufi EII ppwN$POilT GDNNBCT' 8 6 - eD a P ECR No- Revision Dote BYA DETAIL "A" DAYEf� 1115A1.If ,SOS muw6ER ,it3tf N+xR1• i. FIELD i1tTE}t GUTTER A5 PER TEM1't,.iT€ -� I"I"NONE PROVIDED. CKit3 tkt ArPtME)YEO SHEtT HU"E" Z INSERT GUTIEA IN SAKE Tf"M TO MW8 5—I�-�(j 10.9 1y SNU�GNESS,TRACE OVIL04L I* RAKE T*W Description AND HAND SHEAR TO FIT ~ DEAN STEEL SLDGS. LEAVE I' TABS IN RA ;ILD 2,942 PALM AVENUE SCULPTURED GUTTER�I�aE INSIDE OF GUTTER G WIT 3i OM FT. MYERS, FLORIDA FLASHING ISOMETRIC 4•HW 5780 BLIND R N. 33941 RAKE Fi ASHIND PEAK FINIAL BLDG. 9_ 4 RZ'aE 4 OV RAKE CONNECTION FINIAL ROOF SHUT PEAK FINIAL RAKE FLASHING 5511, S•M. 7Mmw ` PURLIN 2 g!o. WALL sIHtIFT SECTION AT EA R SHEET DOWNSPOUTJY2 RIGID FRAME EAVE V. RAFTER Rista FROM RAFTER FL 4i0B STRAP FRAME COLUMN r� BCREw ABB`1L OFFSET PER STRAP 2 RHq D. � � '§ETER MITER GUTTER FL 4107 RAKE Ft END CTION THRU SAVE SM OPE" SIDEWALL goo ELBOW RtQ4OOFFSET00FLR ADE TO MEET AS SHOWN $BELOW. SEE ROOF SHEET DOWNSPOUT DETAIL ',4 • FL 4106 - — -� GUTTER DOWNSPOUT EAiE STRUT STRAP SECTION THRU EAVE CANOPY CHANNEL LR & LM OPEN SIDEWALL WALL S)*EE"+ 908EL80W I RAP i4l' 4 bB 5 DDIt!litR STRAIGHT DOWNSPd1rJT ADDGUTTE4 CONN DET. 3-1'!-63 LPN FLASH" DOWNSPOUT STRAP C,.,ANDI" v3t)TTER PART M! 9.2-92 VtC 90° ELBOW---' FL 4106 �. DOWNSPOUT tAQDIFIED SUTTERM DETAILS It -t$ 110 WAS DOWNSPOUT RETURN AT CANOPY s es C�ufi EII ppwN$POilT GDNNBCT' 8 6 - eD a P ECR No- Revision Dote BYA DETAIL "A" DAYEf� 1115A1.If ,SOS muw6ER ,it3tf N+xR1• i. FIELD i1tTE}t GUTTER A5 PER TEM1't,.iT€ -� I"I"NONE PROVIDED. CKit3 tkt ArPtME)YEO SHEtT HU"E" Z INSERT GUTIEA IN SAKE Tf"M TO MW8 5—I�-�(j 10.9 1y SNU�GNESS,TRACE OVIL04L I* RAKE T*W Description AND HAND SHEAR TO FIT ~ DEAN STEEL SLDGS. LEAVE I' TABS IN RA ;ILD 2,942 PALM AVENUE SCULPTURED GUTTER�I�aE INSIDE OF GUTTER G WIT 3i OM FT. MYERS, FLORIDA FLASHING ISOMETRIC 4•HW 5780 BLIND R N. 33941 it q OF BUILDING SHEETING SCHEDULE EAVE RIBBED PANEL LENGTHS HEIGHT to'- o'* A 1 fl, c 10, .3 lo1-6" D to'- 7777 717 G H - - - - - - - - - - - - - - - W-6" 11.9 3 -12'-9 i3l o"! 134-11 P -L ASH�NG FL- 420b �4'-O" W.3" -74'in 1 £i115�-O— 15,31" 15'6" 3 18i 9" 197 194 3" 19--6 9 7V 21[®0>r 20'-3" 77– -7 —6" 7 2110", 2C-9" 22'- 1 41 L -AV- 6 i,e TA, �a 2 4' i4 u- 2 4- 9 25`0 ?5-3 xr -6 R6,- 0" 2 15 - 3� SHEETING SCHEDULE EAVE RIBBED PANEL LENGTHS HEIGHT to'- o'* A 1 fl, c 10, .3 lo1-6" D to'- E F G H - - - - - - - - - - - - - - - W-6" 11.9 3 -12'-9 i3l o"! 134-11 3'- 9 �4'-O" W.3" -74'in 1 £i115�-O— 15,31" 15'6" 3 18i 9" 197 194 3" 19--6 9 7V 21[®0>r 20'-3" 77– -7 —6" 7 2110", 2C-9" 22'- 22'3" T-1 2 4' i4 u- 2 4- 9 25`0 ?5-3 xr -6 R6,- 0" 2 15 - 3� uj FLANGE MP,-T'L._ r_0 SIZE F -IL. ./41/ VL 5- le 31/ N&E_ I C -4 wee. C- A, NOTES! I. FOR PURLIN SPACING SEE THE ROOF PANEL LOCATION PAGE. 2. FOR GIRT SPACING SEE THE SIDEWALL FRAMING Ek SHEETING PAGE. 3. THE HIGH STRENGTH BOLTS a WASHERS SPECIFIED FOR USE AT THE - COLUMN a RAFTER CONNECTIONS CONFORM TO A.S.TM, SPECIFICATI ION A-325. THESE BOLTS MUST BE TIGHTENED BY THF "TURN -OF - NUT METHOD AS DESCRIBED IN SECTION 5(c) OF THE AI.S.0 SPECIFICA I STRUCTURAL JOINTS USING A,S.TM. A-325 OR A-490 BOLTS." 4. RIGID FRAMES ARE SYMMETRICAL ABOUT CL V N N U 7 P, S NA E fk WN "Ter SCALE Jos Numult vl_ 4:_ Q-19- 1, NONE I Job Name CRIED DAM APPROVE0 DATE SHEET Nul"CR LOKA sr DEAN STEEL BLDDescriptionGS. ' 2942 PALM AVENUE RIGID FRAME CROSc. 5EC_Tl0t4 FT. MYERS, FLORIDA (.0, `)PAN, VA. �C), '901 NOW,= g "M ;,w....�.....,.-. _: ..>. ..._... ____..— .-"— ---- _�........_r....._ ._. ,..-_-<...�......... _....�..._...-._v. r ie __•__._..._.... .._.___""' �"• l.; "F''s8�4 -'_..__.�..---m-""-^ � `" �i digs-""`_"'-`_".'r� `r+►- f � $>. '4 ` i, PANEL _ 3 V 6 r� CIA N a i 24 It , PANEL,,_ NOTE *MEN GUTTER 25 USED HOLD PANEL (}YER"AWY AT 1" PAST EANE TRIM It '/4" _I AM QVTTt* wart ECR No. Rovis€on �r+� wrrt cec 1-e-79 INONE JO; m= 11 Job Marine c+atam— un +Frecarra . tht CEX 2-23.7"3 4 ©EAiit STEEL t. sscriptton 2942 PALM A'JE F�y';T.�MyyYERS, FLO •i l a � t Fart Date SPANS ROOF PANEL x 4 3£'3- 0 ` _.;.-„_......._._-__�,_.-..._... did ....___..vim------”-- ,. 0 .,..._._.._._.....—�........_..,.—.— ...._,._..� ,.- ieJ _—... ..�..._...�.w.•�— — 0 ._� .}.. — ' -{l _°' .{{ `� J ` * ` t►Sof • - 4'-aw}! _ X64 , tG7`rit3"' PANEL I g` yo" i PAiNEL,�. i PANEL PANEL 1 6 NOTE *MEN GUTTER 25 USED HOLD PANEL (}YER"AWY AT 1" PAST EANE TRIM It '/4" _I AM QVTTt* wart ECR No. Rovis€on �r+� wrrt cec 1-e-79 INONE JO; m= 11 Job Marine c+atam— un +Frecarra . tht CEX 2-23.7"3 4 ©EAiit STEEL t. sscriptton 2942 PALM A'JE F�y';T.�MyyYERS, FLO •i l a � t Fart Date SPANS ROOF PANEL x 4 Ar P Mal I++j It fi. BA ! FRAME DETAILSNil , n � f or RI4tc FRANC i it 0P 01410 FRAME O SAVSL OO RAA;E Aft &S t 4St RSA E BASIC SLOB. RAKE ANILE SEAR€N4 FRAME TOP IS SCsTTOW, fifL't Cu FKLO CUT AS REQO- 04'' lttStO FRAME t4(ARs4i4 A $4 #.$ iEECAO RS^SOP +P6iRLtN NS3#FLSiQ M10i7#�XiEM6fii k'RE1Pi.l1F 'tkr kAF'E* .# 21,C4 'yTtrAMEOIATE SAS' ERN5TRU7 E. __.. �.. ._. ...._ -..._ ,� .._...,_.. e i i ( ,.•-CANOPY RAPTE0,00-6549 t } J AT tAVIE STRUT EXTENSION ONLY) hTERM�'ii A � gA"+ �AMfiP g' k•-rs'k ... - 4-- } NW55SSSAT €ACM PURLIN )-- s4f 20`- 40' $PAN$ S" LS NO-S40S A :NTE R4i 1 ATE.BAY EAVE-C Ia1NNEu ECR No. Revision D&te By C*N^:Pv RAFTER ..��...-.� 20"-0" OR 2540" STEEL OLDGS. END SAY EAVE STRUT � a C.kkof + RAP TER 00 ,8599 CANOPY END RAFTER ICto 23C'+�--•-- � FiE�C DPtLL At BASIL" S VI PURLIW f NC SAY Y EAY i* -0" OR 24,.0" ?NTIOR DIATE SAY. IN"ERJNECi:AT'E GAY:,FtE_C S EAVf '!��7 _. FOAMING P, AN, CANOPY W/0 EXTENSION ._-._. I" C;NE SP NO. SOLT WJ NUT.NW•$3S4 -'?r R:A,:r T €=".LAS J AT tAVIE STRUT EXTENSION ONLY) � ... _ 0 x i ` SP WO $OLTS w/ NUTS. &-a/4" S N. S SOLT$ IN/ 06UT9 i ANOPY Ex EP4S+"'�+aRL�it NW55SSSAT €ACM PURLIN )-- s4f 20`- 40' $PAN$ S" LS NO-S40S A S* "'& 4Q' SPANS, ! LS, Nt/-$SSS ECR No. Revision D&te By C*N^:Pv RAFTER ..��...-.� CLEAN STEEL OLDGS. f w/ NUTa, +W 'SOOT S j �+.$ WA$NER$.NW-5$it 2- ,2' 4: t" SP NO BOLTS w/ NUTS, 7 j -j NW-555q(AT'EACN SAVE GNANNEL) w � _ "ANO�PY rON4E_`'T_ONS AT RRIWO FRAME T P ~r 33901 M" $-%**.{*y" N 5 SOLT$ w/ NUTS, 0" OR 24'-0" - .�- MW- $407 S N $ WASMERS, -4W.-5441 - 5' O" Roof EATENS'C 4 3 -t /4� ENO. SAY I 4"&ROOF EXTENSION C0 hdECT10NS NC7NOTED LAR FRAM.NG PLAN, CANOPY '4Y/ EXTENSION T OtG!D FRAME ._-. CANOPY CQNNECTICNIiS AT BEARING FRAME RC10F fxtf#IS�Ow ONLY - _ SAY EA'.E jtI11+J?T.0i $ASIC OLDO RAKE ANGi.E' 2..S.t1/4 BOLTS, NW -5534 W/ NUTS, Nw-550C [TYPICAL CONNECTION 'R CONNECTIONS AT CANOPY ENO RAFTER Y Y IN"ERJNECi:AT'E GAY:,FtE_C S EAVf '!��7 _. npi _ A IIAVC $L ,.G :.+ .i.. � EAvE STRUT fXa€Nt04iEY`7.N5 +3�« I" C;NE -'?r R:A,:r T €=".LAS � ... _ :pY Tf RaIEuI#T,E DAY CANCOY PUR,.IN i ANOPY Ex EP4S+"'�+aRL�it i sN A �r ECR No. Revision D&te By C*N^:Pv RAFTER ..��...-.� CLEAN STEEL OLDGS. PQ 6549 A` w+ ,'C FRkM:: S 2942 j -j RR,ib'«499 AT 9 ANiNa r£1A%fE � _ FT. MYERS, FLORIDA EAVE CiiANwEL 33901 S 0" OR 24'-0" _ `- 5" _. .4 - 5' O" Roof EATENS'C 4 3 -t /4� ENO. SAY . 7'. 5" 4"&ROOF EXTENSION FRAM.NG PLAN, CANOPY '4Y/ EXTENSION PAR{" SCHEDULE EAv€ CMA%kf€. 20' INT SAY , CN -$7117 25' INT SAV, 044.1105 it, END SAY w/O R E CH.26?7 Mt/ $ "' 4: R € , CN - 2S74 14'E140 SSA`! W/O R E , CN-2SS0 ,CN -no EAvE STRUT EXTENSIONS S' s" R E- Cm -2116, 4' $" R f , 04•2544 CANOPY PURLING 20!NT.SAY,W/SOFFIT ONLY, ZE-9583 19 !NT SAY +M/ SOFFIT ONLY, 7>-EYSs2 25 INT SAY, ZE,4502 24 4T BAY ZE 8654 IS, END SAY, IS/ SOFFIT ONLY, ZE-S451 24'1140 SAY, ZE 445-3 CANOPY EXTENSION PURLING 2t-0537 ZE• 4SSS ROOF EXTENSIOta PURLINS 3,6,* R E , ZP - 4340 4 4" R E ,ZP• $54t PANEL. LENGTHS RC:OF PANE L , 5 9" SOFFIT PANEL Z job Name Qetscri tion SM ' CANOPY FRAMING DETAILS OKAW% DATE =„9C 3-4-79 SUA69 I" C;NE -'?r R:A,:r T €=".LAS � ... _ Ai►t►1 aVE0 DATE INT gAY 5-1-80 A ECR No. Revision D&te By Z job Name Qetscri tion SM ' CANOPY FRAMING DETAILS OKAW% DATE =„9C 3-4-79 SUA69 I" C;NE 47* NwaSIN CN$Crtt o s7taiti. Ai►t►1 aVE0 DATE gNtE � NuMStR JK,# 'o --I'9 ..��...-.� CLEAN STEEL OLDGS. 2942 PALM AVENUE FT. MYERS, FLORIDA 33901 Z job Name Qetscri tion SM ' CANOPY FRAMING DETAILS EAvE O"t FLA "wo two CAP CoR04'Y PLA4114114 FL-4047 RAKE PLA64itwe 900 CAF Fl`4;i1 OIL-4=41'mw fit#,It" O;C CA*OP'Y EAve ,* iiAik41i11 � ��`y_ •.. G j` RARE YL AE1# 68 OC -:-L-4j2Q4 CAVE FLA4MiN4 fLR4N#N4 FLA404$irs F L 4m44 FL-41"o41 PL` 4030 "a r FLA $01M# FL- 4040 k it .'.i5ii,2♦,. O.C. fL-41'430 "O. \, ! *FL- 421,! ` PEK ai4A FL-421t i,. '"`''� � ° '`'+�` �.•,'o,. ```'.....� � '^�.. ,` 't,. �``' +``"„�.� "r..� "~\~�•" �`�--rte'-``�`` - `" h � .,s�` `#` ^ i ; -� � �. d ..`:.',� ..._ ."�,„„ � • �•,`� �,'�... "`*a,s `','" _`�^a: �..`^�,�'M ''kap-,, y �. Ate-•., ``*.. Roof txT N rt?tr 1 � 80 e aeis RIVETS t p 1 i 4" 0, C. 44 i Y 0-C �1/w-4511,42-O,C. CANOPY SOff4T PASS L4 �~ •. ,�^ Mw"S54t,€2 D.C. Sb*f4T EXTENSION J� "'^FL AfNMN4 FC- #C1 bif {: 3 CONOCRr' AIiBfiPT yOiFiT C0AS"i 4 __.�. FLA 3 to i K 4 fLA4MiRi `tw-SSii,t2"G-C FLASN1tii /° ! It DE WALL SJOC WALL Fid=sM-a4� [NOWALL # # ie�r 5544.12 O.i PANELS FARE WITH CANOPY ►AN4TLS AND ROOF EXTENSION ' ENOM/ALL iARt4.i CORNER WITH ROOF EXTENSION » AVC F A0N1M0 NAKt fLA4i1lNO EM0 CAP 1.-4030 Fl.•4ti7 w-04i4, 4E" O.0 "mot CL04RMt CANOPY CAVIL (CA4110010, FLA4N4N{ FL-4047 RAKE FLAS04111114 4MSiDC CL00URE lust" CLOSONS N4x`ssgt,4"O:C.FL-4tO0 50i, 4" O.C. Nw-$lIi, F4'RAC. Nw-3 ROOF PANEL Not-4404, S"O.C. ROOF PANEL RCiOf' f#MEL . .i, ROOF t7iTM. KABiE fLA4M4N4 3" t CAVE f1A9"04 "1 i #` FL- 4040 ft-4030 PEA(i FINIAL, FL 4291 CAVE FLAS"IN4 ' GUTTER --CAVE CHANNEL > � FL- 4030 FL-4201 EAVE. fLA4iMN4, fi.:OA4 (CANB7F"YS w/o SC!ffi"T ONLY) NMB.-5511, 24" O.C, :. SIGAINWd,L PANCL ---% ' '1`,~ v'..• .,�" CANOPY CAVE r FLASMtMG, FL- 40 40TTO10 Of CANOPY AA.FTEFi- 1 F EAYC GMAhtMEL CANOPY EAVE CAVE STRUT FLA9MINfi, FL 4047 SOFFIT PANEL OUTS+GTE CLOSURE HW MW-5Stt,24"0C SOFFIT RAVEL HW-5514, I � ; Mw-551+,12'�i c. IN S41 :2 O.0 tow-SStI 4$"OC CANOPY SOFFIT FLA4►NIN4 Mw-5544,48"tkC. H S 1 C -4 SOFFIT PAwCL FL 4044 i R!4`4) i t SifiEMBALL PANE l3 •. Co to ' FL-4102 (R!4-t1') FLASNiN4 ^^-EANpPY $DFF{7 FLASti4N6 11I DMBALL - -CAN CIitY $QfF€T PANEL ... �.,...� EAVE W/O CUTTER EAVE W/ CUTTER CANOPY AT SiC?EWAI. ```��T�" '""" ` ` m._.. ._;. CORNER W1TM CANOPY PART T„ok FLAWN4,FL-4070, ROOF PANEL OUTSIDE CL>^^SURE A HIV- w5t!, 12” 0 C HOOF PANEL (ROOF EXT" 0/'0 SOMT ONLY ) .— ` " mw 5501, 12-O.0 ....._.._..� s.J-T Ji�.f...r°-�„r...__ RAKE FLASMINO -_ ...,_ .._- _..,_..._....�..._.. _..-,._._.-....e. , .a.... RAKE F L A S H 1'M O --__- , •-^'--i FL-A2n4 bi c' Fi 4YOS , 4AS!C BLDG RAKE AN4LE »w '•;; Z�`C}-u _'E' r. �._ `{ 011AwR ,`1ATf SCALL N 1rOtrR _._.._...�.__._.,. ;-� , .CANOpr AAFYER .t04 �+ s' i[si.E . w'r�ar tRflf �. TLB . F-"79 NINE 1 p TAKE AHtwLE ; FIELC CtsT§ "'�'�•• '� f _ ECR NO. ReYii#Ofi Uit,U BY �.CNtciats� 002 AP`PSOV9O DATI soc" wilwo ENDWALL JMANCL+� Mw-33411 tz'O.C. II JKJ i t9-?9 9.203 ROOF EXTR R"I FLASMING ,. DEAN STEEL BLDGS. Dos+cr#Qtion ROOF EMTN RAKE FLASHMG \. FL�4044 . FL-4044 ! 292 PALM AVENUE CANOPY a ROOF EXTENSION � 1414"351I, 4P"OC...r✓ SOTF4T PANtL SOfFiT PANEL OUTSIDE CLO SURE Roof CSTIR SWFIT FILAiM4M$ FT. 1MYERS, FLORIDA SH£T1Nfi AND ELtiSCNC DETAILS A#M PY RAKE AT'INT. FRAIL ROOF E X T El_ WIND COL, a DIAPHRAG M ACTION ENDWALL GENERAL NOTES' Ri io FRAME- GIRTCOLUMN st WfNC -., } PANELS 5 Lt#CT' i N AS sj i ___ t� RACINGFOR THE JI WN6. FMt `a`#e' uCri C3 3 € ()— 1 t K BOLTS — _ €� � BRACING REQUIRED PANEL i PR�JHIBIi Eta i��i..E, t s ` 0 dj S , HW_S fl 3# ekpCOLUMNS a ` t 26 (AT TOP Y) � 1 t t ( ' TAL,{._ WO.ENEVE T C) €fid 'k FIELD RILE Rs�a oft 4 :_EN TE3 O SIDE ALL `<.v 3^$ ., ^,', ,�t s BEARING FRAME Cot PANELS, -AT ANY COLUMN LjNE, THE MINIMUM a �t t; �+6 p� ?.N T r E SiDEWALL. GIRT----' i °Ji f tZ Y. : iJR, 11 �i G � LG 'S:l f L ,E n .r X r _ taEP_sJ7 A�1t7 £iRtLL, _ SHOULD it f HW 5534 W/NUrS, °-4W--�5'8r* ��! TERMiN�0 AS F�';i. Li 4��n TYPICAL i^p F E P'"€ .r ... lati`C T;l R- ,�f ITH r ,x,k +l .Ci iAlul 11€ C3 tJ if+ll it � i fgt St;E3 T RAC' T THE SVM T _} E: W'Nu COLUMN r'�Es NOT !NTEF?_ ALL aNEFFE€ r?E,., 4iii'f"ti FRAMING ikttV+a ti BEARINGFRAME iE Pl a"ASTI PANELS, ,ARE" ,tr' E ,It SUSTRA T ANY SEGMENTS LOCATED E�"WEEN °NEE t DESCRIBE` IN ARA�a#�APf 4 G' , NU ,HW 5586 t FIELD CFt LL ;3E RIN ;zRAME COLUMN T l 3 (.. 1YVAND EAvE AS S�C'WN OMET IC PAijEfj - 4--f 2 '14940 COLUMNS ARE RcQt)iTjED 1 � s j 0 :�_,0 t (# 3 � tB '«'NEI. res OOE s,ICFf Pr<)_V; 4 r I i If t ; W .. <,. IN IN OLID fN BEA tNA t" P AME ver 1`cr'','i'C" '' S:^+'^• '- AT BEARING BEARINd AME ANCHOR OL PLANS jt BOLTS y �qp `q' ttT�. i}'t.r`4_ ! f Eye >,. &_A t'd5egp�. _.. F`ib's✓T'E L.: .... ?�a AT KN S? WALL $T iS RECC +t_ b�iT F HEDULE '31 € t»,o: LQ Ate' #ge NED FOR FaGO FRAME € i � n_'ECR No - COLUMN L-OCATH)tYS, f G E' - T' '4� °. ✓:�,T,A k.. 2 r.1; 1p' k'I, `' of �..€ �'}� �'r.. i, eq �✓ COLUMN #: Si"4 �$t BOLTS , h i S e 4 p i) 1 T i flit t ANCHOR BOLTSUS'P-0 ONLY WITH TYPE "E" 0 A .t 6 Z 28 triNLf 1d cLiYv 2» ..�.... "� k . �.-.�.. _.,,���— ....,.„..�....�,„w x4 � ��A� +�, raSe�4�m�4o-�hYabtifi4He .. _ � `_ ; STEED. , r _. SEE X S -31, a: , 9`37 T UE COLLUN TYPE AM EaE :i '. MYERS, a r yc c ter. r PURLJN ��pp 6 g� �gr� &M90 I6 9A "A. PU" SPACING AT EAVE END LAPS HW 4541 SAVE STRUT 12" O.0 36" . 4 � w 12" -. o- 3 SPACING AT PURLINS (INCLUDES DOUBLED ROOF FASTENERS PURLINS) HW55ti HW5501 '614 TYPE A SCREW ASSY x 3/4"LG. Me"O.C. HW 5401 z %4 7'/2' 4 � T 1/2 41 71/$" 214 PACING HW 5511 M 10, HW5441*14 TYPE A 5/8 LG. SCREW ASS Yx 3/4"L& MW 6501 MW 4551' S SCREW SCREW ASSY. INSIDE GLOSUR lei -Or, 21 12"12 93/4` 2i4" 36" SPACING AT GIRTS ONCI..LIDES DOUBLE GIRTSI WALL FASTENER SPACING NOTE: SWEEP ALL FILINGS FROM PANELS DURING 81 AFTER ERECTIONS. NOTE* START ROOF PANELS SAME AS SIDEWALL PANELS, CENTERLINE OF Ist RIS I"FROM END OF PURLIN. NOTE: (OPTIONAL) SELF -DRILLING SCREWS `7S.D. SCREWS ARE USED FOR ATTACHING ENDWALL l( PLASHING B SHEETING TO SECONDARY SHEET FRAMING ONLY. STD. SCREWS ARE USED FOR PANEL LAPS a FLASHING TO SHEETING CONNECTIONS. CORNER FLASHINiI HMt" 5611 S.M. SCREWIS ac. I� SIDEWALL SHEET { I GIRT UNE 1 -- 1. RIS SECTION THRU CORNERS NW owl ".!CREW ASS RAKE 3 Imawma p__ FLASHING AS3'Y. 12" O,C\ 5790 ve BLIND RIVET SIL SHEET • HW SITS TINE SEALER 6562 I SIDEof CLOSURE I OPTIONAL) a I I 1I(tit I t9" O.C. CORN" - FLAIMING OAT* I APPROVIED w justT NUMBER 10.5 DEAN STEEL BLDGS. 2'94: PALM "ENUE FT. MYERS$ FLORIDA 33901, Mw ;3553 OUTSIDE CLOSURE Job Name Description RIR1 c SHEETING1 � IS T RIC CLASS 0/60/90 �NR^ CH13'0 LAP SCREW BRAC 8 /t7 _- cP ., ADDED S.D SCREW NOTE 3/Q/92 � P ADI? DP/A NOTE t2/11/00 MAS „ ADD SAM T*tM DETAIL 5120190, GP ECR No, Rovislon Date By Job Name Description RIR1 c SHEETING1 � IS T RIC CLASS 0/60/90