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HomeMy WebLinkAboutBLDG PERMIT #5299 F\~I 'tf:>[ Lt:9) I City of Cape Canaveral, Florida I I BUILDING PERMIT j 5299 I PHONE: 321-868-1222 INSPECTIONS & FAX: 868-1247 ~ PERMIT INFORMATION.. . i LOCATIONJNFORMATlON i P~~~ .. Issued: ;;~~T- Address:7910AURORACT I Permit Type: HURRICANE SHUTTERS I CAPE CANAVERAL, FL ! I Class of Work: 434- Add.lAIt. & Reroofs Res. I Township: Range: Proposed Use: ! Lot(s): Block: Section: I Sq. Feet: Est. Value: : Book: Page: Cost: 1,337.20 Total Fees: 90.001 Subdivision: I I Amount Paid: Date Paid: . Parcel Number: 24 3723CG 24 13 I CONTRACTOR INFORMATION i OWNER INFORMATION Name: J & J SHUTTERS LLC Name: WELCH, STUART I ! Addr: 215 JEFFERSON AVE Address: 7912 AURORA CT CAPE CANAVERAL, FL 32920 I CAPE CANAVERAL FL 32920 l Phone: (321)783-2553 Lic: AL 243 ! Phone: I . ..........\I\f()-r~ [)~~c::rilJBRI9i-\f\JE:$rilJIIE:B$ PER SUBMITTED SPECIFlgi-\II()f\J$ l... ....... .... ............ ..... ......... . ....... ......... ... ... . ... .... ......... ....... APPLICATION FEES ... .... . i I I BUILDING UNDER $2000 60.00 I PLAN REVIEW UNDER 2K 30.00 i I i I I I I I I I I I I I ~'Final II'l$pectiollsReQlJited I I I I I I I I ! I I I I I I I I i I I I I. I I APPLICATION ACCEPTED BY: PLANS CHECKED BY: APPROVED BY: NOTICE: THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 6 MONTHS, OR ----J IF CONSTRUCTION OR WORK IS SUSPENDED, OR ABANDONED FOR A PERIOD OF 6 MONTHS AT ANY TIME AFTER WORK IS STARTED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS DOCUMENT AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANY ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. /; l" i!" ' iLl-a"" Jl . t" -:" ,'. .il i"""'ll , U 'C" ,,~.iii'} ,1,/,~~,~ ~ /,( iAUTHORIZEDS(l~ATUREiDA TE ~/ ~ F ' ".. " (', 1 r''! [ 1:2 4~? 07./1:3/2CiOb ." r C'ill;, t.d I r . ,-, h "" 'i' .#= 71'{ ""l-\J'J PP~JvfJT lL l.."",..t'\ . A.. .j\. .euildin~ Dtpartmerrt: I05 Polk A'I<:1. Cape Canavel1l.1, 1"'1. 32920 (321) 868-1222 You may fax to: (321) B68-1247. IU:lportax),t; A checkJist is provided en of this fomi. Compl{;te the check1i$lt and provide other documentation 113 indicated on the checklist. A copy of contract may be required. Application packag0s wm not b0 ac-c~pted unless CONTRACTOR WILL BE WHEN PERMIT 18 READY, (CcntractorJOwner.Builder is required to sign for th", building permit" lIDless indicated (ltherw(~ by ~ffid4\vit. 1,0, may b{; re.q\lt~d) I..egrd de~griptjQn ~~--..~=~_..~ ELK: ~,.,,="~_"'~~, LC)T~ -=-_="";'<o--=-n pa; ==_=- PG; :Name of Property Ov.,'n~r; Propert:y owner phone numbet; ____.~_.__, 0';: L Community AJYpeiJ.J:mw" BOlita ~"'~_~~A~_~__.__~.~~ Name; ,~,~.~ - m>~._~'_ '..,~__. --- - /\dd:!'ess: State Lieen;;;e. "....."'-"'. Ph"ne Fax: ._,- -"----~--"~'~-...,..,..."..--.-.,..."'~"""',"'-','-~----~-- AJidress: State Lkjense No.: -. ..,",.""" -~ -."- --==--l"hone .): - Fax; -=-'" ~..~ --"'-- ,-,,,,,"--,,,,-=,"--=-~ Address: State License -'~'-~--~-----.-----.-,~","",--""",,"~, =;'=='=,=~;>",'=",== F'ax: C(J11tractor }~-atnfj= Name of .~""=~'==~' . -",' PhOi.H;; ~ ~ -="",",--- IVr~chani,-~Hl Contnwtor Na.me; . . -",<"='._-'-'-"" ~ Name ~=, """-~-= Addr€;,$$; State> No,; '---.'~-- .-.. - -.=~,...,-,--" ,,-~. ....-.-. /::('""11" r: I 1 1-) ~_.l II .." 1. " on mUSt llot \ppHcanofl ls hereby 111ade to .'. to do the W;;i,'k ?U1d i!! nstallation has COITl1!li!ll1Ced to the is!,lUa.i1C~ of a and nd laws regulating ComiJ:ruction is tr-ne [-L'ld Ctjr.r~ct nd 18 an P'plic.anJ's Name: i3.t.e: Notfu-y use or to me. ~~y PII~ KELLY C BRO\Vf~ ,\>~~> ~ MY COMMISSiON # DD592936 ~ ~ -;/r OF 'i\.~<i;' EXPi RES: Sept. 7, 2010 (407) 398-0153 Florida Notary Service,com .' Address: 7 'll 0 j) ,./,-ieiv?o. C +- BUILDING PERMIT FEES: Building Permit per square footage:.~........:...............;........,........................ Total Sq. Ft. (Living Area): Total Sq. Ft. (Enclosed Area): 13' 3"7 2- C ... .... '" u . ~. J' ~ BUIldmg PermIt based on valuatIon............... .......................................... D. 0 cJ Total Sq. Ft. (Living Area): Isrl 2_1<-;::' (~ 0, D cJ . Total Sq. Ft. (Enclosed Area): 3 uil ding Permit miscellaneo us:............................................ ......................... Total Sq. Ft. (Living Area): lotal Sq. Ft. (Enclosed Area): nectrica1. ~.... .................................... .......... ..... ..............:............. ....... ........ ,......... )lumbing............................................................. ........................ .......... ................ .1echanical........................................................................................... ................ :uilding Permit Plan Check Fee..................................................................... .5D. 0 (:) ire Dept. Plan CI1.eck Fee...... .... .................. .... ................. .......... .......... .........., "adon Trust Fund: sq. footage ................................. :oIlcurrency Management Fee........ ............. ......... ....... 0... 0.......... 0..................:. ap ital Expansion Fee.......................................... .............................................. Total Building Permit Fees:...... 9 t) ,. 0 0 . EWER PERMIT FEES: Sewer Impact Fee................................ ...". '....., ....... .............. .................. Sevier Tap Fee......................... .................................................................. Total Se1.Aler Permit Fees.."......... " /~ 7; /) I / /J/I // 1/ - dI- . . c'/,". By: ,/,. t { {L.. ( L-Y'--e..."L-1 Date. ~ / 7 / D7 / y,' '" '" GENERAl. NOTES: /. ROLL-.UP SHUTTER SHOWN ON THIS PROQUCT f:1I,"J.UATiON DOCUME:NT (P.E:.D,) HAS BE:E:N VE:RlFIE:O FOR COOE: 8. PROWSW FlAME: RETARDANT 180, IS A POLYPROPYLE:NI': MANUFACTURW BY POLY HI SOLIOUR, INC" USI':O COMPLlANCI': IN ACCORDANCE: WITH THI': ;1004 E:DIrION OF THE: FLORIDA 8U1LDING CODl':. AT SPRING LOADW SrsTDI FOR RDlOVA8LE: SIORM S4RS & COMPLlE:S W! THE: FOLLOWING SPE:CIf'ICAnONS: THIS ROLL -UP SH/117!,R SHALL NOT BE: INSTALLE:O AI' HIGH vnOClrY HURRICANE: ZONE:S (MIAMI-DAOE: COUNtY !-BROWARD COUNTiE:S), DE:SIGNAnON PROI"E:RIIE:S VALUE: DE:SIGN WiND LOADS SHALL BE: OE:rE:RMINE:D AS PER SE:CIION 1609 OF THI': ABOVE: ME:NTlONE:D CODE:, rOR A BASIC ASTM D-792 DI':NSlrY 59.5/ Ibs!lt' (AVE:RAGE:) WINO SNTD AS REOUIRE:D BY THE: .1URISDICTION WHE:RE': SHUTTE:R WILL OC INSTALLE:D, AND FOR A DIRE:CIIONAUrY ASTM 0-638 YlE:l,D POINT 3200 psi (A~GE:) FACTOR 1<0-0.85, IN ACCORDANCE: W! ASCE 7-98 STANDARD. ASr.\1 0-638 TE:NSILI': BRE:AK J250 psi (AVE:RAGe) ROLL -up SHumR's NJt:QUACY FOR IMPACT ANO FATiGUE: RE:SISTANCI': HAS 8E:E:N VE:RIf'lI':D IN ACCORDANCI': WITH ASTM D-638 I':LONCATlON AT 8RE:AK 600 J( (AVE:RAOE:) SI':CTION 1'609. U OF THE: ABOVe ME:NTIONED COOE: AS PE:R TAS-201, 20.2 & ;103 AS PE:R FI':NI':STRATlON 'Tf.STING ASTM 0-790 FLI,WRAL MODULUS 145000 psi (AVE:RAGE:) LAB RF:PORTS I 4195. 4196, 4197, 4198, 4799, 4200, 4202, 4203, 4204, 410~;, 4206, 4208, 4217, 4212, ASTM 0-4020 IZOO IMPACT 0.15 I/-Ibs;;nch (A VE:RAGE:) 42/4, 42i'5, 4217, 4;~19, 4221, 4223, 4224, 4226, 4227, 4228, 4229, ,j2JO, 42J2, 42JJ, 4234, 423.5, 4236, UL 94 BURN RATING. V-0!5-1i'. (AVE:RAGE:) 4239 '" .'258. ASTM 1':-84 FLAMI': SPReAD INDE:X 15 'F' (AVE:RAGE:) ASTM e -64 SMOKE: D&LOPMI':NT INOE:>: J75 'F (AVE:RAGe) 2. ALL ALUMINUM EXTf/USIONS SHALL SE: ALUMINUM ASSOCIATION 5063-T6 ALLOY & TEMPI':R (UNLE:SS OTHE:RWISE: 9. IT SI\4LL Be THE: ReSPONSI81L1TY OF THe CONTRACTOR TO VE:RIi'Y THE: SOUNDNI':SS OF TIll': STRUCTlJRe WHE:RE NO'Tf.D). SHUTTeR IS TO 8e ATTACHE:D ro INSURE: PROPI':R ANCHORAGe. THIS SHUTTeR SHALL ONL Y 8E: ATTACHeD TO J. ALL SCRE:WS TO 8E: STAINLeSS ,STEIl. J04 OR JIB AISI SE:RIE:S OR CORROSION RE:SISTANT CDA1FD CARBON CONCRm SLOCK OR WOOD FRAMe 8UILDINGS STRIC11.Y FOLLOWING DI':TAlLS INDICA'Tf.D ON THIS .DRAWING. STeE:L AS PE:/? DIN 5007B W! 50 ksl Min. YlE:LO STRENGTH AND 90 ksl Wn. TENSILe STRE:NGTH. 10. THe INSTALLATION CONTRACTOR IS TO SeAL/CAULK ALL SHUmR COMPONE:NT eDGeS WHICH RE:/.WN IN 4. "Boas TO' BE: ,'J.UMINW ASSOCIATION <'0,24-1'4 ALLOY & TE:MPE:R, ASTM A-,307 GALVANlZI':D STaL OR AlSI CONTINUOUS CONTACT WITH TIle SUlLOING 10 PRE:VeNT WlND!IWN INTRUSION. CAULK AND SQI/. SHUT7f.R TRACKS J04 SE:RIES STAINLESS STEIL, WITH 35 k.l WNIMI)f,I YieLD STf/E:NGTH. ALL AROUND FULL LeNGTH. 5. STORM BAliS AT FLOOR AND CE:IUNG /.IOUNT/NG INSTALLATIONS MAY 8/!.' ReMOVABLE AT NON HURRICANI': 71-. ROLL-UP MCOHANISM NOT PART OF THIS APPROVAL, BUT SHALL Se CE:RTlFlI':D SY AN INOI':N:NDE:NT TeSTING CONOInON~~ HOWEVE:R, eACH STORM BAR SHALL BeAR A PE:RMANENT LASE1. IN A I~SIBLe PLACE: WITH A WARNING AGI':NCY. NOTE: INSmUCTlNG THE' TE:NANT OR OWNE:R THAT STORM BARS MUST 8e INSTALUD WITH COR7IESPONDING /2. ROLL-UP SHUmR INSTALLATION SI\4LL COMPLY WITH SPeCS INDICATeD IN THIS DRAWING PLUS ANY BUILDING HAROWARE" DURING PE:RIODS OF HURRICANI': WARNING AND THAT ROLL UP SHUTTE:RS WILL, NOT DFF'E:FI HURRICANE ANO ZONING RE:GULATIONS PROVlOeD BY THE: JURISDICTION WHeRe PE:RMIT IS APPLIeD TO. PROTeCTION UNLE:SS AU. STORM BAR ARc' INSTALLE:D AS DIReC1FO. 6. ReMow.BLe STORM BARS SHALL BE STORF.D IN A CONSPICUOUS PLACE WITH eASY AND IMMeDlATI': ACCESS SO I J. (c) THIS P.F:.D. PRtPARF:/J flY THIS e/lOlNEIR IS GeNORIC AND DOES NOT PROVlDI': INFORMATION FOR A SITe SPECIFIC PROJecT,' ,:.. WHeRe TI-II': SITE: CONDmONS DE:VIATE: FROM THE P.I':.D. THAT TIIf:.' CAN BE: REACHED AND INSTALI.E:O ANY 11M!: (HURRICANe CONomONS OR NOT) SLATS ARE: ROLLeD (b) CONTRACTOR TO BE RE:SPONSISLI': FOR THE: SE:LECTiON, PIJRCHASe AND INSTALLATION INCLUDING LIFE: SAFE:TY DOWN. THE' eFFE:CT OF THe SLATS ROLLE:I) OOWN WITHOUT SIORM BARS IS: THOSI': SLA TS WILL SLIP OUT OF TRACK DUE TO THE: Dl':F1.E:CTlON CAUSE:D ,fIY WIND FORCE:S. OF THIS PRODUcT, 8ASI':D ON THIS P.e.D. PROVlDl':D HE:/SHE: DOES NOT DfYlATf: FROM THE: CONOITIONS DITAlLE:D WHEN RE:MOVING STORM fMRS, ONE: STORM BAR SHW.l, ALWAYS Be LE:f'T INSTALLE:D (SHALL NOT BE: ReMOVE:D). ON l"HIS OOCIJMI':Nr. CONSTRUCTiON SAFE:TY AT SITE: IS THE: CONTRACTOR'S ReSPONSIBILITY. THIS CONDiTION IS ONLY RE:QUIRED FOR HEADE:/? SPANS 8JU4L OR GReA'Tf.R THAN 12'-0~ (c) THIS P.E.D. WILL 8e CONSIDEReD INVALID IF ALTOReD BY ANY MeANS. 7. ANCHORS TO WALL FOR SIDE RAILS ~, BOX CONNeCTION SHALL BE: AS FOLLOWS: (UNLE:SS OTHORWISE: N01FO) M ~"TE SPECIFIC PROJE:CTS SHAI.L BI': PREPARED BY A nORIDA RE:GISTf:RE:O eNGINeER OR ARCHI'Tf.CT WHICH WILL (A) TO EXISTING POURI':D CONCRE'Tf.: (Min. r'o~3J20 psi). BeCOMI': THE: E:NGINEOR OF ReCORD (F:.O.R.) FOR THe PROJeCT AND WHO WILL BE: RE:SPONSlBLE: FOR THe PROPER - 7/~'" MPCON ANCHORS MANUFACTURm 8Y ELCO TE:XTRON. ~lfol:;:'IH5FPi!igJRD, ACTING AS A DELE:G4.TED E:NGINI':E:R TO THe P.E:.D. E:NGINEOR, SHALL SllBMlT 10 THIS NOTH: LATTI::R THe SI'Tf. SPeCIFIC DRAWINGS FOR RI':VIEW. A.I} MINIMUM E:MBEDME'NT OF TAPCON ANCHORS INTO POURI':D CONCRE'Tf. IS 1 .'14 ~ NO EMBeDMeNT INTO (.J I'HIS P.F:.D. SHALL BeAR THe DATe ,1;//0 ORIGINAL SeAL AND SIGNATlJRE: OF THI': PROFE:SSIDNAL E:NGINffR OF STUCCO Sh'ALl. BE: CONSIDE:/?E:O AS PART OF THe RF:OUIRm DlBE"OMeNT. RECORD THAT PRE:PARW IT. . A.2) IN O\:;E: THAT PRECAST STONe. PRE:CAST' CONCRl':Te PANeLS, OR PAVE:RS 8E FOUND ON THE: EXISTING WALL I~. SHUTTE:R'S MANUFACTUROR lA,9EL SHALL BE PLACeD ON A ReAOLY VISIBLe LOCATION. OR FLOOR, ANCHORS SHAi1. BE: LONG E:NOUGh' TO REACH THe MAIN STRUCTURE: 8EHIND SUCH PANE:LS. ONE: LABE:L SHALL BE: PLACE:D FOR E:VeRY OPENING. LA8E:L SHALL ReAO AS FOLLOWS: ANCHORAGE' SHALL I~E AS INDICATW ON /lOIE'S A.I A80VE:. ACC MANUFACTURING, LLC (B) TO f:KISTlNG CONCRITE: 8LOCK WALL: ME:LBOURNe. F1. - I!~'" TAPCON ANCHORS MANUFACTlJRE:O BY I':LCO TEXTRON. n. STA1FWIDE: PRODUCT APPROVAl. NUM8eR. NOTES: B. I). MINIMUM E:MBE:OMeNT OF' TAPCON ANCHORS INTO CONCRUe BLOCK UNIT SHALl. 8e t I!~~ 8.2) IN ~;e THAT PRE':CAST STONE: OR PRECAST CONCRE:TE: PANE:LS BI': roUNO ON THE E:>:ISMG WALL, ANCHORS SHALL BE: lONG E:NOUGH TO RE:ACH rHe MAIN STRUCTURE: BEHIND SUCH PANE:LS, MINIMUM EMBE:DME:NT SHALL 8e AS 7NDICAT!ilJ ON NO'Tf. B. 7 ABOVE --~""~~"~'\\'\'1 (C) ANCHOIi'S SHALL BE: INSTALLEO FOLLOWING ALL OF THe RE:COMME:NDATlONS AND SPECIFICATIONS OF THe --i-~' .<, i.,!., 1. F.B C'/(N H V,H Z.) ...:"/\.' ,Ill f.I o' "...'l'~'~, . .. ..... ANCHOR'S MANUFACTURER. ,., V ..C1:..N IfI1 ' , . ,;' ~-( ~.'y_i~ S~#':) ~"'""'~. "2()(J!J m.~ /NC 50mm & 40mm ROLL-UP SHUTTER ..oRA;; em (0) ANCHOIiS RE"OUIRE:O FOR STORM BAR, HEADeR & MULLiON CONNeCTIONS SHALL BE AS SPE:CIFlm 011 ;::.> ,\,... /'1' '. :/ I,. U! . APPLICABLE: SE:CTIONS SHOWN ON SHE:I':TS 6, ?; 8, 9, 10, 11, 12, 13 '" 14 OF 19 RE:SPeCTlVELY. ~" :1"'-:::7:17 ~ +.'~ 1iiJECOINc, \ ACC MANUFACTURING. LLC "'1..~0II POWE:R BOIJ & CALK-IN ANCHOPS TO 81': MANUFACT.URE:D BY POWI':RS FASTI':NERS. INC.. I\~; 'v frr;'1'2,,c-;' j. E61 ' TU.ur TUTiNo.. eNGINEERING COMPANY 74tJO ~~~:JrE' '01 &: TAPCON ANCHORS MANUFACTURE:D I~Y !.T. W: BUII.DEX OR eLCO 1FXTRON. \~i~:~;~'~ ......."0.::", l~~~\'!1'Ill'"'' Ph_, (32<) ..,,-.... F"" ,'''',) "'-22" 06-230 . ............ . .:~: ~;'1}0......."" ..~trnJ~.:;;;'-lIrrm 1ICY,,. ~ "Ir IllY."" ~ -Aln: 0If4WlHOHtI . .~.; . ....' ~.... ~1~ l,~~,~,.~ f MJro D.: !HaT 1 OF 19 ~~~~@~~~ F -IJAXJl,//JI,( HE.lJJER SPAN (SEE SCHE,WU) --r ~ V ;0 r@(f) I I Coo, - S S 5 S ~ p p. -P P P S S 5 S PU - ([)@@Of/([ (/;p.) 8@D I~ @on@ (Typ. 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J'-O' J' TV 4-' ..,' TO 5' 5' TO 6' 6' TO 6.5' ~ J'_f)t/ J' TO 4' 4' 10 5' 5' TO 6' 6' TO 6.5' ~~= 7'-5' 6'-11' 6'-4" 5'-tf;- 5'-7' 8'-0" 7'_4- 6'-7" 6'-0' 5'-9' 9'-1~" 9'-0' 8'-1. 1'-5' 7'-1' ,,'-0- W-S' to'-I. 9'-8' 9'-5' 50 7'-J' 6' g' s....O" 5'-6' 5'-4~ 8"-0. 7'-0" 6'-J" S'-g' 5'-6' g'-8" 8'-7' . 7'-S' 7':0' 6'-9. 11'-2' 10'-5' g'-IO' g'-J' 8'-t,' 55 7'-0" 6'-5' 5'-9' 5'-J" - ,'';''8'' '6'-8' 6'-0" 5'-S' - 9'-5" 8'-2' 7'-4' 6":S' - ro'-".. 10'-2- 9'-7" 8'- ro" - 60 6'-11' $'-2' 5'-6" S-O' - 7".4-" 6'-5' S'-9" S'-J' - g'-O" 7'-10" 7'-0' $'-5' - 10'-S' 9'-11' g'-J' 8'-6' - 65 6'-911 5'-1''"' s'-",." 4,'-10. - 7'-,.. 6'-2" 5'-6" 5'--0' - 8'-S" 7'-6' $'-g' $'.:2" - 10'-6' g'-g' S'-II' S'-2' - 70 6'-7. 5'-8" 5'-1. 4'-8. 6....10. 5'- il' 5'-J" .'-10. - 8'-4" 7'-3" 6'-6' 5'.:11' - 10'-4' 9'-7" S'-7" 7'-10' - 75 6'-4." 5'-6" .f.'-tt. 4'-6" - 6'..7" 5'-9' 5'-1'; 4'-S' - S'-t' 7'-0' 6'-J' $":~" - 10'-1' g'-J' S'-4' 7'-7' - 80 6'-2- 5'_4" 4'-9' ""-4" - 6'-5" 5'-6' ""-lr" 4'-0" - 7'-10' 6'-~' 6'-'- 5":6' - 9'-11' g'-O" S'-O' 1'-4' - 65 6'-0' 5'-2" ./.'-8" 4.'-J" - 6'..2' 51-4" 4'-10" 4'-t)" - 7'-7" 6'-7" 5'-1'" 5'.~<f." - 9'-10' 8'-~' 7'-9' 7'-1' - ~. 5'-10' 5':"'0" ';"-6- ..,.'-,.. - 6"~O" 5' J" .f'-S.' 4'-S" - 7'-5" 6'-5' 5'-9 5'.:J" .. g'-S' S:-6' 7'-7" 6'-11' - 95 5'-8' 4'-71''' 4'-5' 4'-0" - 5'..10' 5'-'" 4'-6" 4'-2" - 7'-2" 6'-J' 5'-7' 5"'1' - 9'-6' 8'-J 7'-4' 6'-9' - 100 5'-6' 4'-9' ""-J" J'-11' - S'H.g" 4'-11'" ~'-5' 4'-0' - 7'-0'" 6:-1' 5'-5" 4":'" - g'-J' S'-O' 7'-2' 6'-7' - 105 5'-5' 4'-S~ 4'-2" J'-IO' - 5....'" 4'-10" 4'-"'- J'-I'" - 6"-TO" 5'-"" 5'-3" 4'.:'0 - 9'-1' 7'~'0' 1'-0' 6'-5' - ~. S'-J' 4'-7" .,."-," - - 5....'.. 4'_9. 4'-J" - - $'-8' 5'-9' 5'-2' .. - 8'-10' 7'-S' 8'-10' - - 115 5'-2" 4' ," 4"-0" - 5'.,.4" 4'-;" .4'':''1'' - - 6'-6" 5'-8' 5'-1" : - S'-s' 7'-6" 6'-8" - - 120 5'-0" -4'-4 J'-11" - - 5....J. 4'-6" 4'-0" - - 6'-5' 5'-6" 4-n .. - 8'-6' 7'-4' 6'-7" - - 125 4'-11" ,,'-J'" J'-10' - .. 5'..," 4'-5" 3'-17" - - 6'-J'" 5'-5' 4' 10 .- - 8'-4" 7'-2' 6'-5' - - ISO 4'-10' ,,'-2" J' 9' .. - 5'..",' 4'-~'" ,1'-11" - - 6'-2" 5'-4" 4'-9 oO - S'-2' "'-," 6'-~' .. - --.!l!!..... 4'-9' ,t'-I" J'-8' - - -1'-11" 4'-3" 3'-10" - - 8'-0' S'-J" 4 -S" oO' - S'-O' 6'-1" 6'-2' .. - ~. 4'-8" ."-0" J'-7" - .. ./.'-10" 4'-2'" J'-g' - - 5'~1t'" 5' ," 4" 7- .. - 7'-10' 6'-9' 6'-1' - - 145 4'-7' "'-0" J' 7" - - 4'..9' 4'_''" . J'-S" - - 5"-1(;- 5'-0' 4 -6' ., - 7'-S' 6'-8- 8'-0' - - /50 4'-6' .1'-11' J'-6 - - 4'-8" 4'-0" J'-7"' - - 5-9" 1f.-11 4 -5 .. .. 7'-7' 6'-7" 5'-10" - - 155 4'-5" .1'-/0' J'-5' - - 4....;.' 4' 0" ;S'-7' - - 5'-7" 4'-10 4'-<(." .. - 7'-5' 6'-5' 5'-9" - - 180 4'-4" ~f' 9" J'-5" - - 4'".6'" J'-11" ,1'-6' - - 5'-6" 4'-9 4-3' ., - 7'-4' 6'-4' 5'-8' - .. . STOflM BAR SPACING SHALL Be SUCH THAT MAXIMUM SLAT SP,dN SHALL Nor Be EXCEeOeD, -oOQ........,......':.\.\. .....--~? ,Pt.. if!)'" F,B,C, ,,:" .;> 4" 0 ~J .... "'';''''1 '."?' . ",\C,E.llSI-' .... I, Il:'z~m.7I'CO,1NC 50mm &- 40mm ROLL-UP SHUTTER ;:::;'1/, *. ~; i-it ; }~3. '.41 t7 ': '.,j ~\ ACC MANUFACTURING, LLC og/rl/~ .;~~~. ~~...:~~ 1M" ~/. ...l ~:,. :r",.,' l: Oi= .. :~. J 1WO TECHNOLOGY DRM; SUfT! lor nust n:'$"~Q a:. 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S'-']' ~'-2' .. - - 90 5'-1/" .. - - - 5'-"," .- - .. - "-4' . - - - 5'-11" - - - 95 5'-7" .. - - 5'~.7" - .. .. 5....(). - - - "-7' - - - - '00 5'-"''' - - - S'.."''' - - - 4'-g" - . - - 5' 4' - - - . ro5 5'-0" .. - - .. 5'..0' .. - .. .. "-S' - - - - 5'-0' - - - - 'ID 4'-10. - - - - 4'..10' - - ., - 4'-4' - . - - 4' '0' - - - 115 <(.'-7. - - - - .,,'-.7" - - .. - 4-'.2" - - . - .,.'-," - - - - '20 .,,'-,s" - .. - - 4'..5" - - .. - 4'-0. .. - - - 4'-$" - - - .. '25 4'-.)" - - . .. .,.'..J" - - .. - - - - - - 4'-,]' - .. - - 1,]0 ""-1" - - - - 4'..," - .. - - - - - - 4'-1" .. - - - . STOA'M BAR SPACING SHALL BE SUCH THAr MAXIMUM SLAT' SPAN SHALL NOT Bf: f:XCF.EOED. ---;....A~~T~~'\[t, N.H, V.H.Z,) -~ 1-;;~ .. ~~ftl F,B.C. .,:'"O.~.'.t.~..r..tI r"; fi! ~.>~-\)CUi.s-';'''4 "'~,J'J t:; 100$ mm:o. 1NC 60mm & 40mm ROLL-UP SHUTTER DRAWN BY.' 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IJ'-9" 1Z'".g" ',]'-6" '2'-Z" ft'-'1" 8!i.O 6'-8" 15'-,,,, 5'-7"' 5'-,]" 10'-6" 9'-9" 9'-2" 9'-7" 14'-6" 1,J'-6" 1Z'-S" 13'-2" 11 '-to" 'O'~.9. .9tl.O 6'-6" 5'-". 5'-6" 5'-2-- 10'-:$" 9'-7" 9'-0" 9'-5" 14'-3" IJ'-2" ,z'-a" /2'-10" 11'-6" '0'''6'' 9!,i.O 6'-5'. 5'-TO' 5'-5" 5'-'" rO'-1" 9'-5" S'''10'' 9'-,]" "'-0' 1Z'-10" ,,'-g' 12'-6" 11'-2" 1O'.'Z" 100,0 6'-4" 5'-9" 5'-." 5'-a" 9'-1'. g'-J' 8'..7" 9J_f.. IS'-9" 12'-6" I , '.w,5 ~ 12'-2" 10'-11" g'-fl" 1015.0 6'-,]" S'-S" 5'-3" 4'-11" g'-g" g'-,. 8'-.f," 8'-11. 1S'-7" IZ'-2" '1'-2' "'-10 - =, ReFER. TO ELEV.A.nONS ON SHEET 2 OF 19. 11'0.0 61_1'~ 5'-7" 5'-~'. 4'-10 9'-S" 8'-1'" S'-2" 6'-9' IS'-4" W-11' 10'..11 11'-7" .. - 1-. ,B>R AiUlfl(JN.~ IN..t:;;TA/lt:'O w/o r;rORM BARS 11r~~.o 6'-0" 5'-6" 5'-1" 4'-9" 9"":'6. 8'-9" S'-O" 8'-6" IJ'-I. "'-S" /0'-8' 11'-4" - - A) MULLION SPACING SfW.t 9E SUCH THAT MAXJMIJU SlAT SPAN SHALL NOT 9E exCEEDED 120.tJ 5'.-11" 5'-5" 5'-0" 4'-9" g'-4" 8'-7" 7-'-10" 8'-"''' .12'-9" H'-S" 10'-5" 11'..1" - - 2-. .1PR MIl! r/{'JNS INl:iTAlI FfJ W/ STORM BARS Ii- HF"'D~RS 72~r.O 5'..10" 5'-4. '~'-1'''' 0'-8' g'-.]" 8'-5" 7'-8" 8'-2" 1Z'-6" 11'-Z" /0'-.]" 10'-11 - - A) MJLl.ION SPACING SHALL BE SUCH THAr MAX!UtJ1,J HEADER SPAN SHAJ..1. NOT BE Exc[EOEJ) l.:mo 5'-9" 5'-J'" "'-II" 4' 7" g'-I" 8'-J" 7'-/i" 8'-0" 1Z'-S" 11'-0. to'-O" 'O'-S" - - 8) STORM BAR SPACING SH4LL BE SUCH THAT MAXIMUM sur SPAN SHALl. NOT BE E:xCE:EDEO fJ!i.O 5'-9" 5'-2"' .F'-tO" 4'-6" g'-O" S'-," 7'-5" 7'-10" 'Z"-O" 101_9" g'-TO' 10'-6" .. - 140.0 5'-S" 5'-2" 4'-9" 4'-5" 8'-It" 7'-"" r-J" 7'-g" 11'-10 '0'-7" 9''''8" 10"-J" .. - 14!W 5'-7" 6'-1" ",'-s" 4'-4" 8'-9" 7'-10" 7'-'. 7'-7" /1'-7' 10'-5' 9'-8" 10'-1" - - 150.0 5'-6" 5'-0" "-8" 4'-J" S'-7' 7'-S" 7'-0- 7'-6" 11'-6' 10'-:$" 9'-4" 9'-11- - - fSti.O 5'-5" 4'-"- 4' 7"' 4'-2" 8'-5" ,'-,. 6'-11" 7'-0" "'-S" 10'-1- 9'-Z" g'-g" - - 160.0 5'-5" 4'-ft" "'-6" tf."-1" B.-.... 7'-5" 6'-9" 7'...]" ,,'-," 9'-"" 9 '-a" 9'_710 - - __"'U"';':;;t~';'''''\.''' ..r .<.,,':"r;.'" ., I/,r 'l;. F: 8 C ., v. 'tiI i1 co.. '</" . . . f~ Q' CEJrjJJ-... r f. .. j ~ " \.' 4'-&", ,...;, Om5 m.m:o, IHe 80mm o!k 40mm ROLL-UP SHUTTER r :i';~,,44U7..?il ~\ "'/"/04 f:(l ~ "" : -<.- , 01.. ECOINC, ACC MANUFACTURING, LLC ~.4Tf' , ~ ~ .. s-rA.7:5 c?".. : !if : 11U.11' TUTING It ENGJNU:RINQ COWItAHY 7400 ~':f=~ Dfr.~lrYr fOI 08-230 ..... . < . ffi;: UUII.W~l ~~1rr~~:' ~1~ xu.. Pf!tlfff: (.J2f) i55-22'" flJX: (J21) fM,-;2f' 'l::..~~..... ....., ':. ,<e" ~;~....',~. .-mIl:~~tM~""'" ~,., ~ "''''' ~1Oo ~ Nrr .oA'~WIH(; Ho \~-,:~l"1 E!)aa:~~ It:4I.rrRA. 'f/WrJr., P. E., ~ SHUT ff or l' . . (. ..~- _".:.. ..n.ORUM f.k:. <14/57 , .:...'--.....;~ I I I