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875 Beach Ave U.' 3x �Y i P L. 0 T P L �► N f L J: ,1. T � I�T.L :-N .� G.. .P�,:; .A. K G'L U _�I A fY.b LOT; BLOCK U 'NI .rt „z - P L AT B 0 0 K PAGE (S) CURRENT RECORD; DUVAL COUNTY, FLORIDA {j SCALE:.. t'� ^ 20' TO' f - - n _ 7k=T'10 �r M21 N4RT:K_ z bo; �GoNCr.ydA'LK - �1N., �t TO $1r GOMPAT�aF�LE µ W'1 TA. AbJAct:n+7 youS�s � ' A4 RF_z0M4AENPED_ �aR. toOW94 CoNbtTtOrls t ; rl N /f x ' � y � r J ' P!,j!J111111 A* a. of lI 114 COMPOSITION ASPHALT SHINGLES --------- ....... VENEER WITH ROLOK SILLS ............. ------- ---------- FTL[TU PATI 0 SLAB .......--------- R E A R E L E V A T 10 N SCALES 1/40 = 1 f-011 T- I 1 1 81 1)IrN G COMP081TION ASPHALT SHINGLE ROOFING T- I I ISIDING U,tT Ll -:7 BRICK .VENEERWITH ROLOK SILLS BRICK VENEER L E F T S I D E E L E V A T 1 0 N SCALE: 1/811 1 1-oil R, G H T I D E E L E V A T 1 ON. SCALE s I /811 1 0 zoo12 4- COMPOSITION ASPHALT SHINGLES 6 1 DI NG f j ` ' I { � I ! s I T III ---------- • --------- ...... BR I CK VENEER ---- ....... Al T- I I I SIDING F R 0 N T E L E V A T 1 0 N SCALEt 1/411 1 v-oo 21 i , , FLOODS UNDER EAVE 231-411 1lt L , w , t. ii - - _ -- - _ -.-_-..._.�.- -----.�._ ... 8 t, t► _ 2QQSH 2 - 0H — _ ---- 3 4x4 cct; Q 0 # 3 .I I , A STORA" 1. kl. ! E ;LA c , 1... ! ow 21 t N t—Q,H t.,IQ11 t..gu t 11' t-611 $t�•Q s N i p : ---- — ---- - --- !1 ---- -- �- i B __T r i B R �- I I - �, U x D I N I N G c 2668 H Al L 2668 j K I TIC H Itl� ti ' j ' I DEN to Oo N I GARAGE i - 2668 POCKET / i 1 I oCIVY f t ;'Nlo IVY 14 2—�06$ i o _ 20 fib I - M ( ,: �''�; �� B E D R 0 ( M 4H ; � I �` � DESK REF's., } SPAN• .31 HIGH Itl• I ► RAIL ROD & SN Lf t 11 t N 4lnr2�1 f fl ,— �, i + { I 2{ --- ----- - --- 0 {6 4 t -0 „� T 1� -� _ 12 4 `�1� -� t x CLO as V I'I( 2468 .. C L SET' i t 1 I _ A' (a t-Qt1 CASED 3030 SH --QPEN ! NG; / 1 Ii (q I C S D Z t N T 0 E V _. I �� -•Q A E E 16 © aVERHEAD GARAGE DOOR I cl = i - f -- I OPEN ING a F L g O L T S — 070 E N T R .0 f LOaDs UNDER r .°C7 L I V N G R 0 0 ftrl R M v 1 51-off >"AYE ___-- --- - TO SWITCH IN HALL j 31-41t I bt- 'f -- ' - - - 5 4 18 11 _ - ---- --- -_ -- - 3----_. ------._ 2 _- 1 o I 1 OD 1 p A T { 0 221— 11 1 ti I t,,. H t t! T_ t1 f ----^—_ .- -_---- - -- -- --- -- 6 I ----- - ------- --1 5 4 -0 i 16 I I . ( t a i• \ \ Ot i i �i icm BEDR00M 3 rt — r J is Ii" ACCEiva i L ODS UNDER _ I 2668 -- --1 _- •_ _��_._ t._—� N .. 7 5 (?t,.L1,u;%�' I (!i 4t+ 11 ROD &-�N-ELF 6�.� _. OPEN TO DEN �— I _ . . . 3 „( S1 s C. 12C,.Ott 00 _ :.__ - - --. _- - - - - - _..__ - - - 2068 All. L f_ ` Cal RANG V 0p� = ROD 8c SHELF !'CLOSET N �js11 I BATH _ — - - 1 ! -_ -�'i CLO s� E oww� 1.. — li -- HB I' `ice' `( __ - 5 20 2468 { CLOSET ROD & SHEL o 6$ ( E .... K I T C H E N E L E V A T 1 0 N S 1 i y o� - i 2668 S C A L E: 11411 = I 1 -0 n ! �;`/ 2668 00 ' 1 M �+�,•c• A S-.T E R B E D R O O M B EDR Q4hi #2 ry- L I V I N G A R E A 2 1 2 5 SQ. FT 1 l� o l3.ATH ( I If GARAGE / STORAGE / UTILITY - 6 0 0 Sq. FT. wI T0 _TAL - 2725 SQ . FT. db 3o-acs �5N sI�; � � ,30 30 sty . - - J 41.•411 1., n 1 ! +� 4t­q.a V F: L 0 0 R P L -__ - - - - _ _--___-.._,_ SCALES 1 /411 = I t-011 l iF, f t a r , r 1 74'-8 11 f 3 F x4 C,o!. ! -M - N I I { f I 211-911 1w ON 4t-0N. ('-IOi ! -c 81- 1011 ull ?t..411 X 14'-80 X 1211 CON C. FOOTING ' r I ' I . 1 CTI ( WITH #51BARS 8" 0- 0-,' EACH 'WAY s I a ff1 411JI --,f- ON I q i �; — 1 � i } i I f _ !v i ? T4x4I. I k j I OON CRETE SLAq i illi �� ��:�l1lu�-- . _ _.__ _._ _..__.-.__.._ _��_ __ ._______. _...___. . __�.�I 1,• � '.;� 6.11 �11 ! 2 - 2f1xI211 w/3/811 X ItH FLITCHzW►TH X ; I { >/3>! - I PLATE LINTEL OVER _ �D Itki'r!it :O�t I�(i!Ii• �[I1r'Ik!, ~ (1t: I - (II 0-_-'I-�--10� WELD- E1t�-��i!!D--_-WIRE I.._+�`III E_ M.E..-2ST---14 DEEPENED EDGE 'IOil Cl; 0 16321- 10" 16 �Nt l ii1';IIi1 I kIt !I{ f � + 12t-0 n 62ft - -------- 2 _ 2x�o AFa5 z 2 lc b,G � � GONT' TYF, CONO. PILES 41-011 DEFP APPROXIMATELY 101-0" 10 •C. 2 #5 INTO FOOTING cD 24" X 810 CONCRETE FOOTING WITH 2 #5 BARS OONTINUOUS jj 221-511 36t„2f 8N APPROVED of ATLANTIC B EACHoIff - 1, BUtLDINC OFFI E F 0 U N D A T 1 0 N P L a N SCALEz 1/411 - 11-On Nte_ 11130171 i R I - Il I - I � I it I i . I i � it . _ •,�:,,• ' i - - r I I - i I 1 1 O � - I I , - - - Alb too d �s"r.5A r.' d•, s� ':i1 :��. 5 3. W114uvWs r _ t 1 I i . . •1 yam- '� - . f , W w ,. .( � w- Iii Z •. '.. j � - q i + y AWIMUM HEADER SPM! (S££ SCHEDULE) W-3 L.,_ 1. ROLL-IJP SHUM SHrJWN ON M PRODUCT EWL97M DOCUMEM . E. D HAS EIEEN ry J.min. v Y or Z G H l J J'ARn. !R a or oRJI t 0 0 0 IDESAGAED w Aacoli�ANCE INTH THE 2601 EDITA^aV OF THW FLL7P.lJR BunwND aoae» 1 Cont. IM ROLL-UP SHUTTER SWU NOT LAE INSTALLED AT HIGH Y£LOCIJY HLNN VAE ZONES (WDE/ . DMM WIND LOADS SIMLL EW&EMMAMI£D AS PER SECTION 11906 OF TW ABOVE MENTIONO COQ APPROVED FOR A SAW NVM SPEW AS RED!/HGED BY THE JLMOICTIOW WERE SHUTTER MILL LaE MISTALLED, AND FOR A DIRECMWLITY FACTOR Kd 0.L15, MI ACCOOMWICE W/ASCE 7-P6 SMADW. CITY OF ATLANTIC BEACH ROU-UP SHUTTER$ADEQUACY FDR 50%Cr ARID FAMM RESISTANCE HAS 191EEN WNRED NM BUILDING OFFICE ACCOIRO WCE MTTH SECTION 11906.1.4 OF THE ABOW MEN ENM CODE AS PER PA-201, 2W &201. W --- _. 2 ALL ALUMMIUIf EXIRlLS10N5 ShMLt BE 190191-76 ALLOY(UNLESS OTHERWISE IVDTED). 1 J. ALL SCREMS 70 BE STANW M SM 3D4 OR J16 SERIES w/W bJ YIELD PONT AND 80 br 7ENSitE STRENOM p ` 4. BOLTS M BE 2024-T4 ALUIN"ALLOY, akWA%W) OR STAWLESS STE71 MTM 35 Ami p p By. ` —p- p MMNMLMI YIELD POM/T O E F 5 ANGWM TO MILL RW WE RAILS& BOX L10AWCJIGIS?ML V L BE AS MUMS (LOKM f►Yp) (AU W V07MiC POUNED CONON�EX J 4'/ TAPCON ANCFORAS MNUACTD BYi.m. BAD£ LR aco EfRO A fEAACONS fRm AS OF TWS 1 3/ (Typ. Ea. END) A 2) NM CASE 7AMr PRECAST smm& PRECAST OONCRETr PANELS', OR PAVDRS LAE M&M ON THE O057NMG WILL OR nOa% ANCHORS SIMLL BE LONG ENO 4H TO REACH IPE AMNO MICAM �• 8900 SUCH PAWS. ANCNO W SJMLL BE AS OOIC47M ON NOW A.I AWW III B B (B) ro 04571116 CONCRETE BLOCK MILL: 1/4'o TAPCON ANCHORS AS M WWACn#MD BY I.T.W. RMOI X OR QCO TEXTRON. v 1 MPG M E NOW: �---Mox. SLAT SPAN (SEE SCHEDULE)— --� Max.MOx SLAT SPAN (SEL- SCHEDJXE)STDRM 6AR SPACING (SEEDULE Et 1) AAIMNAAM EIM9E01AONr OF TAP�OdV AAIICIIQRS M/IO Oo1NdRE7E llrOpl tAM7 MALL 9E 1 1/4' R2) NV 04W THAT PQECW SMW OR PRE04ST CONCRETE PANELS 9E FOUND ON THE OMMAO "FWAL SAMGLE UW El"A"M (WO SMW BARS REQUARE>7� "IRI C IL A"ffALE lJW/T ELE A-14N (SMU BARS AiEOI//REDI W" AAA.AIORS SAiAtL BE LONG EHYAA�.N 7O Rr�tai T A LIE-. .:s H PwEzs. FOLLDWANC ALL OF 7W RELti1YM/EHDA7"6 AND SP£GK7GT)ONS NOTE SEF SNM7 2& 3 OF 14 FOR COMPONENTS AOdNGIATTNNE NOM SEF SHEET 2 t J OF 14 FDR COMPONDNB NOMENCLATURE. OF TWANr;HOR AM AMFACTURER. Y OR (D)AWWORS REMVMV FOR STORM r9ARa NEVER& MU ONS CaW&MIGNS SAMLL BE AS Mox. MULLAW W%Qw MOx. HEADER SPAN & I r Z sPED/f>ED ON AP�JCA&E sECIIONS SHOW ON S4ffT5 S. bK 6♦ 7 OF a IPESPL�CTNETY. I y Sf Or O Atox ANJlUON 59ACWC WS09=4E7 O G O /��/'•'Q POMER R T t CALK-IN ANCHORS M LE AS"OIN&FAIMINER BY POM£RS FASIE7�NNG INC., W I W-2 Cont. & TAPCON AAiCHOR /RED r AS WAXACRBY Lm SUKAW OR QCO IFE"RON 6 It SWILL BE T/A£RfSPONSIRWY Or THE'CON"MCM M VERIFY THE SOUNDNESS OF THE• 1 1 I t 1 I 1 1 11 ixneE WPAE7AE smarm a 7V BE ATTACHED M M 1,11E PROPER ANGNORAGE THE SHUMN 1 11 1 I 1 1 1 11 N O OR © SWILL ONLY BE MACHM 70 CONCREM BUXK OR WOO FWM BWLa1N0 ii ii N O OR ///,/71111,1, �N Z IRKS PRODUCT E1MLW7AWM DOCUMENT(P. LG a) PROVIRM BY THIS t TWEE AS GENERAL I I I ^ AND DOES NOT FRONDE##V W7JAN FOR A SRF SPECM PROIEG7,• I. a WHERE THE SITE OI I I I i O O OR P 1 I 1 1 ^ GONORIONS DEMM FROM THE P. & a I1 11 1 1 � �© U la) OONflaAc7DR ro 9E RESPONS191{E FOR 77A<sET.Ec7ADVv. FURCFitS£AND MrsTALUTaN of THrs �f PRODUCT 800 ON TWS PRODUCT EW"ATTOW PROVED AV/VE DOES NOT DEVNTE FROM 7HE ��yy 1 11 11 1 I I 11 ODAIOnMW DIMMM ON 77NS DOCLAI"M. MAI) (o) TM PRODUCT EftUATADN DOCUTAENr*XL B£ SKI COAERED MNAUD A'ALTERED 00. FNf.YlLAp1TED, AURIIFD, ETC.)BY ANY MEANS. D i ii ii i ii ii 1 1 I 1 I I 1 1 I (0) SIDE SPECM AllIQA;75 SWLL LIE PREPIYPED Or A FLOM04 REG57 ENGINEER OR 1 1 1 11 1 I I I TSI:EA WWZR OF RECORD Malt) FDR THE P WECT AAAI MND MNIACH HILL BE7DQN£ q nRCAN►ECr (E ) *XL BE RESPONME FOR TELE PROPER MW OF IW P.M EhWVEFR OF RECORD ACTNMG AS A / O F 1 I 7v ISE PxD. MWEER RMU SLaWr TO TENS LATTER RE SIX SPECIIM' 1 11 Il (r 1 II 11 7m PLED. SIMU WAR 7AE WE ANO OAIN,EIMAL SEAL ANO X M MUNE OF 7W PROFESSIOWU. t I 1 1 I I ENGMAm;I OF REL101R0 TAMr PREPARED R 1 I1 I1 K ©OOR m 1 I Ea. END (�lrR ) 11 11 1 11 1 I1 i 1 1I B 0 1 1I 11 1 1I rI 1 I1 I1t$ This Is Not A Master Dl? W_r ►w Aar. &AT SPw (SEE 2 ' f g� r� One 1�r, Permit Allaic MAT SAIAI IAor. S7dPAA LA4N SgAfi11G sll Only For One Tiriv- mitD wrTE7v Y T1I9 TIL �E S VRE (HINT UEVATX W (IID Sn M/ BARS I DS T1'PtICA1L GbNfS .'G11fYE AKJt!1R'Lf URN! ELEVA7a0W MW BARS lil U] F.B.C. WM SEE' SIEEET 2!3 OF 14 FOR t011IPOAENTS NOI DWaAMIC MNiEN R NOM SEE SIEET 2 t 3 or 14 FDR CGMPIONDOS NOMENCLATURE: ASE 50mm SLAT ROLL—UP SHUTTER '`S D1N1I I scALE 1129102 L�IOIE � � �� IL E C O i■e- AMORK WEATHER GUARD, lNc. 61Tr SEF s>xLTOKs aN nlcur nsr s alprMm�wl� �awwl+r 02-015 SAME/S, 7HRIII 7. L�NAOWOLLAEIL?l, FL 32174 � Daae ALIK ar alla>y>: N�lai a S1t Fl�wr+pAx_lm. Fir r G1og1!t'-fav► sr• arnw Mu Mr r erw�r Awt aumm No E8 ODOQ71 D ML 7ER A TICCIT.+k P. E r 4 FLIGMAMA L X 441L17 lAIErT I OF T4 • SAY - - • ZD00' 2000' H .000" a 2000' C .Oso" .?50' N .o4s- 315' a .?SO' $ t25' Q .125' 125' .?50- h eV 6 M 125' Li ISO ` y .604` h B TYPE 2 SLAT: C TYPE 1 STORM BAR. A� TYPE 1 SLAT. C� DO TYPE 2 STORM BAR. EXTRUDED ALUMINUM EXTRUDED ALUMINUM 2 EXTRUDED STORM BAR 3" EXTRUDED STORM BAR SLAT BOTTOM SLAT 8063-T6 ALUMINUM ALLOY 6063-T6 ALUMINUM ALLOY • 6063-T6 ALUMINUM ALLOY 6063—T6 ALUMINUM ALLOY SCALE: 1/2' = t" SCALE. 1/2" = 1" O TYPE 3 STORM BAR: O „ TYPE 4 STORM BAR. _ - SCALE. f 2" = 1' 4 HEAVY EXTRUDED STORM BAR � scALE• 1/2 1 � 4 EXTRUDED STORM BAR 6063-T6 ALUM/NUM ALLOY 6063-T6 ALUMINUM ALLOY SCALE: 1/2" = f" - SCALE: 1/2' — 1" 2ooa• s.. J/6=16x4 1/?• Low' CAP CAP SCREW w 123 ?4'O.C. STARiWG low* ' If.125' -x.000' .125' 000 A -J�- T TO'FROM/ 70P ANO N BOT1OMl OF S70RY 84R. G r ' N N N N I .250• 'ps! Tm TY © HEADER TYPE 1: �H HEADER TYPE 2: O HEADER TYPE 3: HEADER TYPE 4: 6063-T6 ALUMINUM ALLOY 6063-T6 ALUMINUM ALLOY 6063-T6 ALUMINUM ALLOY 6063-T6 ALUMINUM ALLOY TYPE 5 STORM BAR: SCALE: 1/2' 1" SCALE: 1/2' = 1" SCALE. 1/2" = 1" SCALE: 1/2' = 1' ©" HEAVY EXTRUDED STORM BAR 6063-T6 ALUMINUM ALLOY — x000- SCALE1/2- = 1- ?297• 2297" 1.124'. 1.17J" .267" •MIN IIT' 300' OMt2' ^ 062- .300' 062' 2 �• 464' 2vs. f.301' �• 1.464' 1.501' g g - --� --� s16 �o•W2 N ry YV •W2 N FEI.OQS' .354•-•� i�HE079• rr • � � �f .1 %,j 50- ,�ea �� ��1 ,h N Trin I Not 1 stor D g Q HEADER TYPE 5: a e • 6063-76 ALLA{dWlMM1 ALLOY TYPE 4 I - M e � a°� of one Time R�� �1 SCALE• 1/2 = 1 Q TYPE 1 0 TYPE 2 Q TYPE 3 SIDE RAIL: 6063-T6 Alum. ALLOY • = F.B.C. SCALE. 1 ?" 1' IL: SIDE RAILS: SIDE RAIL. cac SIDE RAL L 803-T6 AMxnALLOY 6063-T6 Alum ALLOY . 8063-T6 AHnr. ALLOY AS SflOM11t SCALE• 1/2- = 1' SCALE. 1/2- = 1' SCALE. 1/2• = 1' 60mm SLAT ROLL—UP SHUTTER y 1/29/02 WEATHER GUARD, INC. liL E C O 1 N e. 3O5 LanoN AY£MIE Ruff N� t aM� cow"W 0 MfQW BEAM, FL J2174 02-015 - .- am R.I.� SAL 217, mmam a�Oi1C n MIN PMm:�1-16W.Aw:(�1-1611 pMww NO ER 0006719 n r or�ww mar arc ft0os�w rt MWL.71]P A. 71LLIT Jr. P. E: FL0171t31 Lir- 144167 : _ _ • SHEET 2 Or 14 'MAY 3.000• 000" .000• ao N i 0 OR P N 0oOR P 0 a 10 x / 1/2' S. M. S. • 4 3 / 14 x I" S. M. S. Ea. BRACKET f0 x 1 2' . O. C. � N N S M. S. 0 4. 0. C. z Z 3 �' 14 x 1 S. M. S. Ea. BRACKET — I 8 .zso• .zso• .125' .125' TYP. TYP. STEEL Gol O _ STEEL Go/v. STEEL X y. �--•-- SIDE BRACKET Z a SIDE BRACKET O SSE BRACKET h in c Wa GuIv. STEEL ORUA/ O Caly. STEEL DRUM , — —O GO& STEEL DRUM � I i I • Q TYPE 2 MULLION. N TYPE 1 MULLION. a I O XT IDN EXTRUDED MULL 4 EXTRUDED MULLION u \ 6063-T6 ALUMINUM ALLOY 6063-T6 ALUMINUM ALLOY BEARING : ' = 1' SCALE 1/2' = f• BALL NG ASSEI/BLY BALL BEARING ASSEMBLY BALL BEARING ASSEMBLY SSCALE. 1 i YY SHUTTER COVER Ya SHUTTER COVER Y SHUTTER COVER 2 CONCRETE ANCHORS SACED © TYPE 3 MULLION: — 2' 0. C. M?=LLY W/3/4• 70 x 1/2•S M S. / 10 x 1/2'S. M. S. / 10 x 1/2'S. M. S. EDGE DISTANCE TOP d BOTTOM. 6 EXTRUDED MULLION 0 4' 0. C. 0 4' 0. C. 0 4. 0. C. 6063-76 ALUMINUM ALLOY SSE. II = 1- BRACKET DETAIL 2 VARIESBRACKET DETAIL 1A 8x1/2- S. M. S. O 6. 0. C. 5.500' OGaN. STEEL SIDE` BRACKET x Wa caro. STEEL DRUM r PLAN g $ z� C:O= N I-2a5o•-I 13 �--- L 2.250• > > FOR CASES FOR CASES W/our HEADER ELEVATION T-f FOR CASES W/ HEADER W/OUT HEADER FOR CASES # 10 x I/2" W/ HEADER / # 10 x 1/2. © SIDE BRACKET SCALE. 1/4• = 1' BALL BEARING ASSEMBLY S. M. S. O 6" 0. C. S. M. S. O 6, 0. C. 1010 ELITE ROLLED STEEL F. E. A 0. 1 Z 200 DESXM71ON IN Ftu 410 NW/MM2. x OF STRETCH Ya SHUTTER COVER MINIMAL GON TEST AL AR Or 80 W 7hk .060' X — OPTIONAL IOx4vj•C S. aY WALL HOUSING Q WALL HOUSING SCALE.• 3/18- - r rSCALE: 3/16• = 1' 3105-H14 ALUAIHVUM ALLOY 310.5-H14 ALUMINUM ALLOY BRACKET DETAIL 1 7HICKNESS: .03?" THICKNESS: .032• -•'I F'-1.000' I 9 Tic's is Not A Master Drawing, �• I �! For One Tire Permit. SIDE ,N E D (�) SHUTTER SIDE COVER I Fe.c. - AS SHOW " _ SGi.Ei 3 J6' f' DRUM � fi4 1 / I ® 60mm SLAT ROLL-UP SHUTTER SCALE 1010 EL7E RIDLLED STEEL F. E. 3105-N14 ALUMINUM ALLOY A O. f Z 200 DESIGMITKIN 7NiCKNE35 .O3?' / 1/?a/02 F1u•• 410 NW/MM2. X OF SRI£TCH / �� LE MNOW ON TEST. BAR OF W MW: 24 X I WEATHER GUARD, INC. C O �Ne. 305 DMISM All 6-90 GALVANOW Cw7>tllG TAk: .OW' i I nun fRf" t aAtor�>�IIAo comps- r OR~ REACK FL. J2174 02-015 KK.lila 117. MSW Y�'1K R. .L1fM / na. t - ,18/D.f�:(aag1r71 fAT pGN7MG Ne � !f:M► Yt< tIS AV Iaw Emaw 0006719 SUM NMf TER A A 11LUT Jr. P. E. + a FLORIW Lk. 44167 , • SHEET 3 OF 14 MAY 012th i I 102-x 1 1/2-x FOR INSTALLA71ON INTO CONCRETE. 1.5' 1 1/2-x 1 1/2-x .125-x CONCRETE ANCHORS O 6'0. C. CONCREW ANCHORS O 12.0. C. 125'x STORM BAR USE (2) 1/4.0 TAPCON ANCHORS 0-4 41 "ALUAMLIM ANGLE AEOLARED POURED CGNK10ElE .750' 750' DEPTH Alum. ANGLE EA. SIDE FOR DESIGN LOADS LIP 7O DOLTS 18. 0 x 4-POWER 3 1 2'Min. 'j EA. SIDE 4 � / / / I 80 PSF.. 54'MAX. SLAT SPAN & CNT AT EACH SIDE. 96'MAX. STORM BAR SPAN O (2) e. _ g 3/8-OXJ- POWERS BOLTS EA. SIDE '�? 4 O FOR GREATER LOADS AND SPAN LIJ / • HE4 ERS G ! J OR F_ REOWRRED POURED RETE I Qp u 000 _— I r,ti M(FOR"s��i a Rs c.&sh+EA N C D E AND (J) 114x3/4'SS M.S EA. O O SIDE FOR STORM BARS C)&© O \� �/ (2) r14xJ/4-SS. S.M.S. EA. SIDE n Y FOR S1DRM BARS C tr . AND (J FOR O J „ , I cAs�Es 1 / W OUT HEADER 114x3/4'SS. SM . EA. SIDE If C D E F „ , �, .' O O 0 STORM BARS©&� 11if 11 11000 SECTION S - S (FOR FIXED STORM BAR) EDGE OF (2) %14x3/4'SS. S.M.S. EA. SIDE n I FOR CASES II Ijr-�aa- i W� SCALE : 1/Z" = T" O WALL FOR S1QRM BARS C d• AND (3) II Ami I II I 1 I 1 FOR MISTALLA7TON INTO CONCRETE; /14mJ14-SS. SM.S EA SIDE FOR 11 I Willow11 I I I 1 G t H) O USE (z) 1/4•rX7/8' CALK—IN • STORM BARS©*Q I , ,oOO, \/ _ 1 1/2'x 1 1/2'x II I I, I , I 1 125"x .STORM BAR EA STD£ FOR OIESIGN LOADS LAP TO tl I p�•—t.oao---�,1 1 I----i Q OR J 1 �DEP/H Alcon. ANL E W PSF.. 84'MAX. SLAT SAW er SECTION S2 - S2 Ir I 11 t�•J I I I I EA. SIDE 96'Ad4X STORM BAR SPAN. & (2) 1, I 000 G O O II I 1 I 318-OXY 14 DESIGN LOADS AND DE - SCALE : 114" = 1' II I t GLASSs O J 1 i i i i i C O 1SPAN ALCONDITIONS. Nno o HEAOERs r t ii t I (J)oR USE (?) i?©/4" n 1 GLASS t I I I S - S. M.5 SIDE FOR STORM II GLAss II I I I I B4RS AND (3) 114x3/4' ' S.S. S. SIDE FOR STORM ° n 1 I C BARS & D 0 tl I 1 $ � � a AAACH/NE SCREW FULLY 11 1 1 1 11 1O N.T.S, 1 I /� 11 I ti ' I I I --(2) 1/4" h20 M. S. W/ ` EMBEDDED INTO ANCHOR O O 11 I I I SEfitM7pN ro GLASS , 1 7/8- M x 3/J2- NTNG NUT ° o ANCHOR 11 I I I SEF SCF*nXE ON 4 If 1 1 I SHEET a OF t4 e ° II u I I C D E F e {,._. 1 se11w/DN ro cLAss ft K K1 000 I �SCHEDucE ON II I I I I u air a of 14 1 A DETAIL A u i 1 f O OR O SECTION S — S FOR REMOVABLE STORM BAR sCALE : 1/�' = T K u ( ) K1 O 1 1 I tD) SCALE : 112' — 1- 1.000" 1 O O O 1/4' / 20 OR 3/8'h 16 1 4' I 1 I C D SCREWS USED JDINILY W/ 1/4'a x 7/8' OR J/8' / x 1 114'CALK--JW ANCHORS 11 1 I 1 , (BEYOND) 11 I I I I , RESPECINQY SHALL BE LEFT 'TOGETHER 1 i W ANCHORS AT 7ttE lAtlE STORM BARS 1 1 1 1 E F / I PQI11REn COIVCREIE n u r! I I I I I 1 O G �G1AA�CRE7E'�D� ARE REfUOYED. (SEF DFf. A). u u at:Qurlv�ED , I � 1 N I I I 11 I 0 0 0 I 1.000 .000• 1.000 W0• 11 I u t 1 1 � t r I K K1 h I I r 0 C I I r I I I D I I I I O ?'Aatn I I 0 t1H? W LL -i I 1 1 I O O I 1 S1 (BEYOND) f ii s i i i s POURED �— i D 1 1 O O 2'x 4-x .250- OR F .g 1 �� �� 1 �! � E�, I I I I OR CONCRETE BLOCK (FOR STORM BARS O E n O 00 1 10 O O I REQUIRED , 2 x 3'x ?50'(FOR 510RA/ BAR 1 des 6�a 1 I 1 1 1 8 OR 2'x 2'x .230' (FOR STORM BAR(� Q ming • Apun. ANGLE EA SAGE x 6-MGH W/ 4f ✓ (?) 3/6'I x ? !/4-POM£R BOLT ANCHORS 4 , 14 x 3/4'S M. S Valid � � 0���Fc- 000' +r . W 1 1/?'win. tMamMEnrr Potxlm d / t CONCRETE OR C0NCRE7r BLOCK 1114LL S/OE (Tm•J• j FOR DESAGN LOADS UP TQ 150pof AND 1 2 J -r x J"POKER BOLT ANCHORS l J /8 000'Ifn FOR TAPCON ANCHORS 1 O O W/2-Alin. El1kMARWT ONLY JA/IO POURED SEC/ ON S1 S CONCRETE WALL FOR GRFiA7ER DESFGN LCMDSr � 500•Alin Fal GILK-w AAILYliM O 4 114 x 3/4'7O 57ORM 840M STALE : 1/2'- 1- i1OUIVEDEGUREJ OR POKERS DOLTS ANCHOlS I— 1 F.B.C. C£/UNG FLOORi�ouNnNc �NsrALunoN ,yy� S SHOW 60mm SLAT ROLL—UP SHUTTER SCA & FLOOR W1 Frxm OR WALL MOUNTING INSTALLATION W/FIXED _ REMOVABLE SIDIRM BARS W/CONCRETE' ANCHORS . ( STORM BARS W/CONCRETE ANCHORS WEATHER GUARD, INC. 1 SAW �arrow 'T"RW AYIOAdP > IL E G O 305 DNIS „I A,EMK SGLE: 114*- 1' SGL£: 1/4'- l' ORA/0111D BEACH, FL J2174 / 118111 7El1Jr11B t E111�A!lI�MO A:1L;fIrIA<Ilf1' SECTIONS V - V area K�>�,a1.,ar.217 �aN MIN 02-0�5 SAIK.LE SI°IAN SEL711AAIS AND DESATS _ t*•.:f1ol11nt-faun.Ar:(.logrll7t-fact ARE SM" ro ABOVE S mmft asrew xur r �sarw mar ORAINIYG Iro � /IONN NnIWX/T E8 OOD67fa STfrril/BAR t /FADERS W7ETH A nUff Jr. R F_ 1 - j nOR104 Lla 44167 , SHEET 5 OF 14 MAY 01 2002 I ice.•�+N;_ ".750 � J,x xt?5'Cont. Num. TUBE 3'x 4(Myn.) x .125'Cont. Num. >v �` .750" W/Y'x?'x.125'x 0'-J'(Mor.) 114 x 3/4'SMS, • 12'O. C. TO TUBE W/2'x 2"x .125'x 0'-4'(Wrl 114 x 3/4'SM.S O 12'O. C. To 7" .750' ALUAN Mf ANGLE TO SURD-OUT TUBE / ALLNNNLAII ANGLE 70 BUILD-OUT LUBE I W/3 114 x 3/4'S.M. EA LEGr/3/14 x 3/4-SALS EA LEG FOR INSTALLATIONS AT TUBE O HEADERS C J OR � [aavaeETE ANCHORS o r2-o. c, o cavCRErE ANCHORS o 12-o. c. .©•Q,OD , FULL LENCTY TO POURED CONCRETE FULL LENGTH TO POURED CO RETE USE (2) 114 x 3 4 S. M. S. EA. SIDE FOR©� STORM BARS & (3 114 x .?/4 S. M. S EA POURED O Q � SIDE FOR o0 STORM BARS POLAW CONCRETE CONCRETE / ! Y REOUMaED / "1 1 a O C O O orO 000 O O O FDR NVSTALLAITONS AT TUBE O / 1 HEADERS FADERS �•©, I�(Z)OR \ / Y 1125"x xSIfORMM usE (?) 1 4 x 4 SAI SEA �- I SIDE Fl7R 1�G D�STORM BARS O XYZ Gas CASES EA SIDE um. ANCLf (3) 114 x 314 S. M. S. EA.w HE WER SIDE FDR E& STORM BARS. �/z I /our / O l I I OP»� I I ( D SECTION S3 — S3 TAP EXISTING TTAw TO ACCEPT SCALE : 1/2'- 1- G O // ( I G O JO 16 THREADS/INCH I 000 O cr `l j ( MACHINE SCREW r. .750-� 1.750- .750-� I I o O O - Jj 1 r •x 1 x h 125'x STORM BAR T.000'Mtn ( T� �EOOSTTNTO C1 .000-Mrn. I I — -- d DEPTH Num. ANGLE 16 TNREADS NCH — —— O—T EA. SIDE II MACHINE SCREW I I I ,�A CI I D E D077NG 0� E70ST1NG I I d I O or SEE SHEET I 114 I ( A w1 Ur 7HRu BOLTS ft7R SEPARA6 M4CWE SCREW TION A SEE 9 OF 14 ( I I A2T EACH ANZ() GLE (TOP/BOTTOM) fw W. SOa"7/0N K K�i 0 or repo ) K Kj O orOM (SEYOND) SECTION S3 — S3 SCALE: 1/2'- 1 I I ( I ? x 7' Abx. x .TJO-Cone. SULD-ar TUM ALL"NU ANGLE (CASE 1) MY=) /? / C OD OE (?)or 1 BOLTS 1.00•Mn � 'ASI MLL Fj WNEW APPLICABLE f.000'Min. li Or D O 4'O.C. AT 57GYi1M BUDS©D tOF O Q 1 f 2'x 1 1 2'x .125 x STORM BAR LOLA77aV AND r7) 3/6'0 x 2�/4" / / I I I I I I POWER BOLLS W/ 1J/2•min DEPTH Num. ANGLE W/ (2) 1 14 x 314' TO WAIL O 4'O.C. AT®STORM BAR SA/S. EA. WEFil LEC FOR STORM BARS B1NtD-OtIT 7tAmE I I I I I I I I A LOCATIONS. . &®AND (3) 114 x 3/4'S.M.S. EA. SIDE (SEVOW) t EA LEG SDR STOW BARS®&Q; AND 1.j A I C D O (2"1.v'r mm BOLTS FOR 540RM BAR© I s3 O Oor Fj 0 0 0 0 0 000000 /3 I p � O O B � $ O O O Q 12.070 1?.0X1' 4. QOO' 4.000` 4000' 000' 1?.000' 12.000' t ~ 4'x 6'x .250-cont. ALLMMNRM/ TUBE ' • L 2'x r LLAaL x.ss0"txNvr. ActAwniw ANGLE y� g CASE N ON W/ 114'0 VPCON ANCHORS O 12'O.C. W/ i5 iC ?'x Jr'(AOL)x .210'cont CONCEN1104TION OF(5) 3/8"0 x 2 114'PON N arAUlrwAll ANGLE W/GSNK3IN11biTIDAi S. BOTS W/ 1 1/2'fin. EIN EQUENT Ta WU e OF3 141 t 1 M S // O 1 f/2'a C. AT s70Rv BAR spILE. i 4.O.C. AT TYPE'®®Q t 0 STORY BAR LOCATIa1L REST a 12-a C. L0011TON (SEE E1tNIT70N X), AND W1 CONCENW71 NN OF (7) 3/6`o x 2 114- This Is dot A aster Dra ng, �� CETE BLOCK BOLTS W/ 1 1/21'Lin. EIi nwmff TO NMLL e a1P LiorMaRE�E aLocx PatNem R1brM4ED T>D~r E a r INR L CONCRETE BLOCK T> E REQUIRM 4"x 0-,U. X -CONK ALrANNM1 nAEValid Only For One Time Permit W/ 114.0 TAPcom ANCHORS o 12'ac. w/ / Of's r 4' GOIAIIQ<71RRAAaN S 3 2 1 CASE r) � 1 CASE // PmR Bars W/ 1 1 ' wwr TOF.B.C. wilt o 4-aC. AT TYW Min. HI1lIR'®@) &(E)� FIXED STORM BAR CONNECTION AT BUILD—OUT B�LorA»oH r A� Wi 60mm SLAT ROLL—UP SHUTTER AS SHMAY a7NCEVTINTI W GIF' (7) 3/11'0 x 2 114' s�ACE INSTALLATIONS W/SHEET METAL SCREWS OR Alio CHINE SCREWS POM ys W/WILL 04'aC, AT1 TY1/7'Aft afffomw PE a STOW 94R TO 1129/02 WEATHER GUARD, /NC. �� SYi1LE: 114-_ ,• Loro7aN5 (SEE ELEIQITXIN X). 30IN 5 D9bN AVENUE SINGLE SNOMECTIONS AND DETAILS SECTIONS V — V TALLfT 7EXI Mo t MMN 'A COMrwrr ONOONO BEAM, FL 32174 ARESIMrAR Ta ABOVE'SWW WNOUr ll�e aalvai-tdao.s w a o2—oj5 W Aff O 2-0 5 SM 9AR!HFAL7EIPS tlNo w 0006719 raw em�irir Lar �rN 0a[ MMLIER A. 71LtlT.Ar. P. E: r a 6 S7IEET OF 14 FLORTW LLe. f 44167 s • o _ AY xaa i 2' x 4" WOOD STUDS REQUIRED O CORNER (rn°IC40 1 4' 1 x 4" LONG UG /REW O Ea. STUD SC i / \ 2 M �- n 1 \ ' OPTIONAL ; -+ I I I WOOD HEADER REQUIRED E I 1/4' M x 4' LONG UG SCREWS O 6' O. C. 2' x 4" STUDS .25 250' / /W 1 1 2"Min. PENETRATION F7 j A A Max. Max. TO E7CISANG W000 STUD. K © K PLAN A (SECTION) gaff& 0 WALL MOUNT EXISTING WINDOW 1 SCALE : 3/8' 2'x 4' WOOD STUDS REQUIRED O CORNER 2' x 4' WOOD STUDS REQUIRED CrM�) VARIES, SEE TABLE 1 ON O CORNER (TYPICAL) SHEET 9 OF 14 FOR Min. 250" i SEPARATION/GLASS FOR Max. 2. ' M INSTAUAAONS WI WN 30%GRADE MEASURED AT —'— BOTTOM OF SHUTTER it I / I 1 4" 0 x 4' LONG A K 1 A UG SCREWS O 6' a C. W J© r W/ 1 1/2' Min PENETRATION I, L ORO TO iXISnNG WOOD STUD. ?` x 2'x .125" Cont. 1x3-"xt/8", 2'x3`xf/8' Alum. TUBE (6063-T6 ALLOY) 1500 1'500" 3'x3'x1/8' OR 3x4"x1/8' CONT BUILD-OUT TUBE. j K Q N 114'x 314' S. M. S. O O(�) + O 5' 0. C. / 14 25 S M. S. O 6" 0. C. �Io0 1/4' / x 4' LONG UG SCRENS 2'x4' CONT. 25 O 6' 0. C. W/ 1 1/2- Alin. SILL PLATE PENETRATION 70 EXISTING WOOD STUD. REQUlREO i 1- x 2-x .125' Cant. PLAN 8 (SECT/ON) Mum. ANGLE (6063-T6 ALLOY) CK)© A M INSIDE MOUNT L ORO 1/4' M x 4' UG SCREWS O 12" O.C. SCALE : 3/14• = 1' PLAN C (SECT/ON) O MOWIDTH OF PUTS I L I A Master Dram _ la l�Ot g BUILD—OUT I I Tl�a Valid Only For One Time Permit WOOD STUD SCALE : 3/8- O 24' O. t" MAX 1. #ZTAUATIOW ARE ONLY M4L1D FOR W IN DE La10lS UP TD F.B.C. 7&0 pr/. 2. FOR NEW FRAw COA57RLC N: ►Moan MEUB£R To BE SOUTHERN T'W No. 2 60mm SLAT ROLL-UP SHUTTER AS S1HOMN WALL MOUNTING INSTALLATION W� o.W 0? MML A 11/IMIIfN/ PEIYETR4TIgN of LAG =%M #M XWD MBWR W Bf 1 1/2- 1/29/02 SINGLE SPAN CONDI77ON WEATHER GUARD, INC. atf 1 L E C O SNC. ms Doom AMOW E nc T. rucir TZNRM r awwon r awr4anrD eeEAcrr, FL 32174 02-015 ara K a.ar fair N;� 1401 vIN l40 f�41p� oo0Q719 MM ft rset:ww � su w awWww am - - j WALTER A. 11LL/T Jr. P. E: lNEFT 8 Of 14 FLORAD4 Lk. 44157 • - - MAY 0 1200? STORM BAR LOADING CHART MAXIMUM DESIGN PRESSURE RATING "W" (P s. f.) AND CORRESPONDING MAXIMUM SPAN "L" FOR I A GIVEN TYPE OF STORM BAR AND STORM BAR SPACING. (USE NEGATIVE PRESSURE VALUES AS PER ASCE 7-98) CRETE ANCHORS MAX. SPAN RW STORM BARS W EGULAR CON TYPE f STORM 84R TYPE 2 STORM EMR TYPE 3 STORM BAR 2'x 4'x .125 MAXIMUM 2'x 2'x .250' 2'x 3'x .125` DESIGN STORM ENR SPICING STORM 9AR SPAG1fMG STORY ERR SPACM i LARD 'W' (p.s.f.) 3' TO 4' 4' TO 5' 5' TO 6' 6' TO 6.5' t 3'-0' 3' TO 4' 4' TO 5' 5' TO 6' 6' TO 6.5' � X-C 3 TO 4' 4' 70 _ 8'-T T 10' 7'-6' 40 7'-7' 7'-1' 6'-9' 6'-2' 5'-T1" 8`-0" 7'-10' 7'-0' 6'-5 6' 2` 10'-0` 9' 6' 45 7`-5' 6'-T1' 6'-4' 5'-10' 5-7' 8'-O' 7'-4' 6'-7' 6'-0' 5'-9' 9'-11 9'-0' 8=f' 7-5" ' 5'-6" 9'-8' B=Y 7'-B' T-O" 6'-9' 7' J' 6' 9' 6' 0' 5-6' 5' 4' 8'-0' 7'-0 6'-3' 5'-9' 50 6'-9-5 8-2 7-4 6-8 5" 55 7'-0' 6'-5' 5'-9' 5'-3 5'-1' 7'-B' 6'-8' 6'-0' 5'-5 5'-3` 60 6'-11' 6'-?' 5'-6' S'-0' 4'-10" 7'-4' 6'-5" 5'-9" 5'-3' 5'-0` 9'-0" T-f0' T-0` 6'-5" 6'-2` 65 6'-9' 5'-11" 5'-4' 4'-TO' 4'-8' 7'-1' 6'-2" 5'-6' S'-0' - 8'-8' T-6" 6'-9' 70 6'-T 5'-8 5'-1' 4'-8" 4-6' 6-10 5'-11* 5'-3" 4'-10' - 8!-4" 7'-J 6'-6' 75 6'-4' 5'-6' 4'-11' 4'-6' 4`-4' 6'-7' 5'-9' 5'-1' 4'-B' - B'-1' 7'-0' 6'-3' BO 6'-2` 5'-4' 4'-9" 4'-4" 4'-2' 6'-5' 5'-6' 4'-11' 4'-6" - T-}0" 6'-9' 6'-1' 85 6'-0' 5'-?' 4'-8' 4'-J` 4'-I' 6'-1" 5'-4' 4'-10` 4'-5' - 7'-7' 6'-7` 5'-ff' S'-4" - 90 5'-10" 5'-0' 4'-6" 4'-1' 3'-11' 6'-0' 5'-3' 4'-8' 4'-3 - 7'-5' 6'-5' S'-9' 95 5'-8' 4'-11' 4'-5 4'-0" 3'-10' 5'-10' 5'-1" 4'-6' 4'-2' - 7'-2' 6°-3' 5'-7" 100 5'-6' 4'-9' 4'-3' 3'-11' 3'-9' 5'-9' 4'-11' 4'-5" 4'-0" - 7'-0' 6'-1' 5'-5 4'-11' - 105 5'-5' 4'-8' 4'-2" 3'-10' 3'-8' 5'_7' 4'-f 0' 4'-4' 3'-11' - 6'-10' 5'-1 f' 5'-3" 4'-10' - 4' 4' }' 39' 3'- 5'-5" 4'-9" 5-9' 5'-2` 110 5'-3" ' ' ' ` 115 5-2" 4'-5 4'-0' 3'-8` 3'-6' 5'-4' 4'-7" 4'-1" 3'-9' - 6`-6' 5'-8' 4'-7� - f20 5'-0' 4'-4' X-11, 3'-7" 3'-5' S'-3" 4'-6" 4'-0' 3'-8` - 6'-5' 5'-6` 4-11 4'-6 125 4'-11' 4'-3' 3'-10' 3'-6' 3'-4' 5'-1' 4'-5` 3'-11' 3'-7' - 6'-3` 5'-5' 4r-f0 4'-5 - t30 4'-10' 4'-2' 3'-9" 3'-5" 3'-3" 5'-0' 4'-4" 3'-T 1` 3'-6" - 6'-2' 5'-4' 4'-9' 1354'-9' 4'-1" 3'-8" 3'-4' 3'-3' 4`-11' 4`-3" 3'-10` 3'-6" - 6'-D' 5'-3' 4'-8' 4'-J - 140 4'-8" 4'-0" 3'-T 3'-4' 3'-2' 4'-10' 4'-2' 3'-9' 3`-5' - 5'-11` 5'-1' 4'-7' 145 4"-7' 4'-0' 3'-7' 3'-3" 3'-1' 4'-9' 4'-1. 3'-8' 3'-4 - 5'-10' 5`-0' 4'-6 4-f - ' 150 4'-6' 3'-1 f' 3'-6" 3'-2 3"-1' -;7-8-- 4'-0' X-7 - 5-9' 4'-f} 47-5 4-O - 155 4'-5` 3'-f0" 3'-5" 3'-?" 3'-0' 4'-7` 4'-0' 3'-T 3'-3" - 5'-7" 4'-f0 4'-4' 160 4'-4' 3'-9" 3'-5` 3'-T' 3'-0' 4'-6' 3'-i f' 3'-6" 3'-2' - 5'-6" 4-9 4-J' } 4'-J' 3'-9' 3'-4" 3'-0" ?'-11' 4'-5 3'-10' 3=5" 3'-2' - 5'-5' 4'-9 4'-3' 3-}0 _ 170 4'-3' 3'-8' J`-3' 3'-O" 2'-10` 4'-5' J'-10' 3'-5` 3'-1' - 5'-4' 4'-B 4-2 3-10 - ' 175 4-1 3-9 _ i I 4'-2' J31-7- 3'-3 2'-11' 2'-10' 4'-4' 3-9' 3'-4" 3'-1" 5'-3 4- _ 4-0 3-8 180 4'-1 2'-1 f' 2'-9' 4'-3' 3'-B' J'-4"4 3'-0' - 5'-3 4-6 - 3-8 185 4'-1 3'-6 3'-2 1'-10' 2'-9' 4'-2` 3'-8' 3'-3" 3'-0' _ 5'-? 4-5 4'-0' - 4'-0' 3-6 3-1 2'--10' 2'-9' 4'-Y 3-7' 3'-3 2'-11' - 5'-1 4-5 3'-f 1' -7 - 190 J_ - 4-4 -if" - -71' 3' 2' 195 3-1 f' 3-5 3-1 2'-9" 2-8" 4-1 3 6' Y00 3'-11' J'-5 3`-0 2'-9" 2'-8" 4'-0' 3'-6' 3'-?` 2'-10' _ 4'-f f' 4-3 3'_}O' 3-6 _ This ¢ p -0 2'-T 4'-0" J-5 3'-1 2'-10' _ 4-11 4-3 3'_g- 3-5 _ his Is Nlot A 1Drawing. ?05 X-10 3-4 J 2'-9` 3—5 —T —1 f J' S" 3' _ _ 4-10 4-2' J'-9' - -1 t 8 Z' 3' -4 2 - 3 1 210 3' 10 x 215 X-9- J"-J- 2'-77- 2'-8' Z-/ 220 3'-1 T` J'-4' 3'-O' 2'-9` - 4-9 4-2 J'-8' 3-4 _ Valid o�I� 220 3—9 J--J- 2--77- 2'-8" Z'-6' j'_10' Sr-4 3-0 Z'-9' _ 4-9 3-8 3—? ? f 0 ?'—T 3 - - -6' -f0 3-4 ?-T f 2-8' _ 4'-B' 4 3'_7' F.B.C. -0 — I ? 225 T SPAN SHALL NOT BE D(CEEDED. 60mm SLAT ROLL—UP SHUTTER s S ShV^ t STORM BAR SPACING SHALL BE SUCH THAT MAXIMUM SLA I i1/zs/a� WEATHER GUARD, INC. &41f iL E O �N�. � 0, AND&C OR"YO BEAM, FL 32174 -015 r 02 nil►r �ssnr�o r aiwrr�o�o , j am Aw.J!w !a 117, IMAM i1IRJ114 R WIN ORAIYN�/(' NO T /-1Sia.Fir:( 7hIml f* �►fJIM Mt Slc w f�� Mt E8 0006710 _ i NKLIER A }Al/f Jr. A E - ShW 10 Or 14 1-7 FLORKM Lk 1 44167 r I, I HEADER LOADING CHART E RATING "W" . s. f. AND CORRESPONDING AX/MUM NEGATIVE DESIGN PRESSOR M Cp � MAXIMUM SPAN "L" FOR A GIVEN TYPE OF HEADER. (USE NEGATIVE PRESSURE VALUES AS PER ASCE 7-98) TYPE t HEADER TYPE 2 HEADER TYPE 3 HEADER TYPE 4 HEADER TYPE 5 HEADER MAXIMUM 2'x 3'X .125" 2' it 4"X .125' 2'x 4'X .250` ?`x 6' X .125` ?`x 6'X .25` DESIGN LQ4D STORM BAR HEIGHT STORM BAR HEIGHT STORM BAR HEIGHT STORM B4R HEIGHT STOW BAR HEIGHT ' (P.s.f. 5'-0" 5' TO 7' r 5'-0` 5' 127 B' 8' TQ 10' < 6'-0` 6' R7 B' 8' TO 10' 10' TO 12' 12' TO 14' c 6'-0" 6' 70 8' 8' TO 10' 10' TO 12' 12' TO 14' t W-0" 6' TO 8' 8' TO 10' 10' TO 12' 12' TO 14' 40.0 g'-11' 8'-4' 12'-2' 9'-8' W-B' 14'-10" 12'-11' 11'-6' IW-6' 9'-9' 15'-2' 13'-2' ?I,_9 JQ'-9' 9'-11' 19'-4' 17'-JO" 15'-1 1" 14'-6' 13'-5` 45.0 9'-4" 7'-11' 11 -6' q,-I, 8'-2' 14'-0' 12'-2" 10'-10" 9'-11, 9'-2' 14'-4' 12'-5' W-11` 10'-1' 9'-4- 181-lop 16'-9" 15=0' 13'-B` 12'-8" .50.0 8'-f0' 7*-6' f0'-11" d'-d 7'-9' 13'-4" t-6' 10'-4" 9'-5' B'_8' 13'-7' 1 -9" 0-6" 9'-T 8'-Il, 8-4' 15"-11" 14'-3' 13-0` 12'-0` 55.0 8'-5' 7'-2' 10'-5" 8'-3" 7'-4' 12"-8" 11'-0' 9'-f0" 9'-0" 8'-4' 12'-11' 1t'-2' f0'-0' 9'-2' 8'-6" 17'-6' 15'-2' 13'-7' 12'-5' 11'-6' 60.0 B'-f' 6'-10" 10'-0' 7'-10" 7'-1' 12'-2' 10=6` 9'-5' 9'-7' 7'-11" f2'-5' f0'-9" 9`-7" 8'-9" 8'-1" 16'-9' 14'-6' T3'-0' 1J'-10' 1J"-0" 65.0 7'-9" 6'-7' 9'-7' 7'-7" 6'-9` 11'-8" W.-I, 9'-0' 8'-3` 7'-8' 1 f'-11` 10'-4` 91-3, 8'-5' 7'-9' 16'-1" 14'-0' 12'-6" W-5, 10'-7" I 70.0 7'_6' 6'-4' 9'-3" T-3" 6'-6` 11'-3" 9'-9" 8'-8' T-11' 7'-4' 11'-6" 9'-f 1" 8,-11, 81-11 7'-6" I5,_6, 13'-5' 12'-0" 11'-0` 10'-1' 75.0 T-3' 6'-1. 8-11' 7'-?' 6'-4' 10'-10' 9'-5" B'-5' 7'-8' 7'-1" 11'-1' 9'-7' 8'-7' 7'-10' 7'-3' 15'-0' J3'-0' 11'-7' 10'-7' 9'-10" ' ' 03" 9'-6' 80.0 T-0' 5-1J' B'-8' 6'-f0" 6'-1` 10'-6' 9'-1` 8'-?` T-S' 6'-11` JO'-9' 9'-J` 8=4` 7'-7" T-0' 14'-6" 12'-T 1f'-3" 85.0 6'-9' 5'-9' 8'-4' 6'-7' 5'-11' 10'-2" 8'-10" 7'-11` 7'-3' 6'-B' JO'-5' 9'-0' 8-1" 7'-4' 6`-10` 14'-1' 12'-3' f0'-11" lo'-o" 9'-31 90.0 6-7' 5'-7' 8'-2' 6'-5` 5'-Y' 9'-11 8'-7' 7'-8' 7'-0' 6'-6" t D'-1' 8,_9, 7t--10' 7'-2" 6'-7" 13`-8' 11'-10' 10'-7' 9'-8' 9'-0' 95.0 6'-5" 5'-5' 7'-Il' 6'-3' 5'-7' 9'-8" 8'-4' 7'-6' 6'-10` 6'-4' 9'-10" 8'-6' 7-7' 6-11" 6'-5" 13'-4" 11'-7' 10'-4' 9'-5` 8'-9' 100.0 6'-J" 5'-3` T-9` 6'-1' 5'-5` 9'-5" 8'-2` 7'-J' 6'-B' 6'-2' 9'-7" 8'-4' 7'-5' 6'-9' 6'-3" f3'-0" 11'-3' 1Q'-1' 9'-2" 8'-6` -f 1" 7'-1' - 6'-0' 8'-4. 8,_I, 7'-J" 6'-7' 6'-2' 12'-8' 11'-0" 9'-to* 9'-0" 8'-4' 105.0 6'-1' 5'-2' T 6' 5,-11, S'-4' 9' 2' T 6' B' ` - - - 11Q0 6'-0" 5'-0' 7'-4 5'-10' 5'-2` 9'-0` 7'-9' 6'-11" 6'-4' 5'-10' 9'-2' 7'-11 7'-f` 6'-6' 6'-0' 12' 5" 10' 9" 9'-T W-9" 8' f' ' ' f `-6' 9'-5' T-f J" 115.0 5'-f0" 4'-1f` 7-2' 5'-8' 5'-1' -9 7-7 6-10 6-1 5-9 - 6-4 12Q0 5'-9' 4'-10' T-1' 5'-7' 5'-0' 8'-7' 7-5' 6' 8' 6'-1' 5-7' 8'-9" 7'-7' 6'-9` 5'-9" W-10, 10'-3" 9'-2' 8'-5' 7'-9' 9'-0' - - 0' 1' 7' 7` - - - 11' T f 8' 3' - - - B'-T 7-5' 6' 8 - 5' T 125.0 5'-T 4'-9' 6-11` 5'-5" 4'-f 1 8"-5' T 3` 6' 6' 5'-J 1' 5' 6" 6' f' 13Q0 5'-6' 4'-8' 6'-9` 5'-4 4'-9" 8'-3' T-2' 6'-5' S'-f0' 5'-5" 8'-5` T-3' 6'-6` 5-11' 5'-6" 11=5' 8'-f0" B'-10" 8'-1` T-6" 135.0 5'-5' 4'-7' 6'-B' 5'-J" 4'-B' B'-1' 7'-0" 6'-3" 5'-9' 5'-4' 8'-J' 7'-2' 6'-5' 5'-10` 5'-5' i)'-2" 9'-8' 8'-B' 7'-11' 7'-4' This Is NotA eater Dry ging, Valid Only For Ono Time Permit F.B.C. AS SHOW 60mm SLAT ROLL—UP SHUTTER 1120102 WEATHER GUARD, INC. AAtf 1 L E C O i N e. 305 DAISION AYE7NK TRAM 7CS7XW ! EI� GROUND BE4Cft FL J2174 02-015 f�7 KYt SILft,is lI7, Nt�W Mum A MIM w:(]ng1r7 N 0 . :f f I-1dJ► OAMww ftrNO AN OOQ71719 !1:• �IIMi Mt IC 111 ! r IIIOAw AW A. TWIT *. A E - - + fLQVM Lle. 44167 . + _ _ + SUM 12 Qf 14 i HEADER LOADING CHART MAXIMUM NEGATIVE DESIGN PRESSURE RATING "'W' (p. s. f.) AND CORRESPONDING MAXIMUM SPAN L FOR A GIVEN TYPE OF HEADER. (USE NEGATIVE PRESSURE VALUES AS PER ASCE 7-98) i TYPE 1 HEADER TYPE 2 HEADER TYPE 3 HEADER TYPE 4 HEADER TYP£.5 HEADER MAXIMUM 2`x 3 X .125' ?'x 4'X 'x 4'X .250` ?`x 6"X .125' ?`x 6'X0.25' .125' 2 DESOV _ LOAD STORM BAR HEIGHT STORM BAR HOGHT S70W 84RR HEWfT STORM BAR hTIOW STORM BAR HEIGHT (P.s.f. t 5,-0, 5' TO 7' t 5'-0" 5' TO 8' 8' TO 10' t 6'-0" 6' TO B' 8' TO 10' 10' TO 12' 12' 70 14' t 6'-0" 6' TO 8' 8' 70 10' 10' TO 12' 12' TO 14' t 6'-0" 6' TO 8' 8' 70 10' 10' TO 12' 12' TO 14' - - - - - - 140.0 5' 3' 4' 6' 6' 6' S'-2' 4'-T T-11' 6'-1!' 6'-2" 5' 7` 5'-2' B'-f` T-0' 6 3' S' 9' S'-4" 11'-0' 9' 6' B'-6' 7' 9" 7'-2- 145.0 5'-2' 4'-5' 6'-5' 5'-1' 4'-6' 7'-10" 5'-9' 6=1* 5'-6' 5'-f" B'-0` 6,-11, 6'-2' 5'-8" 5'-3" W-10, 9'-4' 8'-4` 7'-B" 7'-I" 150.0 5'-1" 4-4' 6'-4` 5'-0' 4'-5' 7'-8` 6'-8' 5'-!f` 5'-5' 5'-0` 7'-10' 6'-9" 6'-f' 5'-6" 5'-2" 10'-7` 9'-2' 8'-3' 7'-6' 6-11' 155.0 5'-0' 4=3' 6'-2' 4'-11' 4'-5' 7'-7' 6'-7` 5,_10, 5'-4' 4'-11' 7'-8" 6'-8' 6'-0' 5"-5' 5,_1' ]0'-5' 9'-0' 8'-1' 7'-5" 6'-10' 4'-}f' 4'-2' 6'-916OL0 0 165.0 4'-10' 4'-I' 6'-0' 4'-9' 4'-3' 7'-4' 6-4" 5-8' 5'-2' 4'-10' 7'-6" 6'-6' 5'-9' 5'-3" 4'-11' 10'_11 8'-9' 7'-10" 7'-2' 6'-7' I 170.0 4.-10' 4=f' 5'-11" 4'-B' 4'-2` 7'-3' 6'-3" 5-7" 5'-1' 4'-9` 7'-4" 6'-4' 5'-8' 5"-2' 4'-f0' 10'-0` 8'-8" 7'-9' 7'-1 6'-6" 175.0 4'-9' 4'-0` 5'-f0' 4'-Y4'-I' 7'-1' 6'-2" 5'-6' 5'-0` 4'-8` 7'-3' 6=3" 5'-7' 5'-2' 4'-9' 9=10' 8'-6' 7'-7' 6'-11' 6'-5" 180.0 4'-8" 3'-11' 5'-9` 4'-7' 4'-1' 7'-0' 6'-1' 5-51 4'-11' 4'-Y 7'-2" 6'-2' 5'-6' 5'-1' 4'-8' 9'-8' 8'-5' 7'-6" 6'-10' 6'-4" 185.0 4'-Y 3'-11` 5'-8' 4'-6' 4'-0` 6'-11' 6'-0' 5=4" 4'-11' 4'-6" 7-'1" 6'-!" 5'-6' 5'-0' 4'-Y 9'-7' 8'-3' 7'-5" 6'-9' 6'-3' 190.0 4'-6' X-10, 5'-7' 4'-5" 3'-11" 6'-10" V-11, 5'-3" 4'-10' 4'-6' 6,-11, 6'-0' 5'-5' 4'-71" 4'-7" 9= 5' 8'-2' 7*-4' 6'-81 6'-2" 5' 6' - - - O' - 4'-9- 4-5' 6'-10' S' 11' 5'-4' 4' 10 4-6' 9-4' T 3 195.0 4' '-11 6' 9 5' 1 5' 3" 4 3 200.0 4'-5' 3'-9' 5'-5' 4'-4' 31-10, 6'-8' 5'-9' 5'-2' 4'-8' 4'-4' 6'-9" 5'-10` 5'-3' 4'-10" 4'-5' 9'-2" 8'-0' 7'-I' 6'-6' 6'-0" 205,0 4'-4' 3'-8' 5'-5' 4'-3" 3'-10" 6'-7' 5'-8" 5-1' 4'-8' 4'-4` 6'-8' 5'-10' 5'-2" 4'-9' 4'-5' 9-1' 7'-10` 7'-0' 6'-5' 5'-11' " 4'-4" 3'-8 '-4` - 6'-7` 5'-9" - 4'-4' 9=0 T-9'. -1 6'-4 5'-10' ?10.0 5 4'-J' 3'-9' 6'-6 5'-T 5=0` 4'-T 4' 3' 5'-2' 4' d' 6' i 215.0 4'-3' 3=7' 5'-3' 4'-2' 3'-9' 6'-5' 5'-7" 31-0' 4'-6` 4'-2' 6'-6" 5'-8' 5'-f' 4'-7' 4'-3' 8'-10' 7'-8' 6'-10` 6'-3" 5'-10' 220.0 4'-3' J-7' S'-3" 4'-1' 3'-8" 6'-4' 5'-6' 4-11` 4'-6' 4'-2' 6'-6" 5'-7' S'-0' 4'-Y 4'-3' 8,-D" 7'-7' 6'-9" 6'-2" 5'-9' 220 4'-2' 3'-6` 5'-?" 4'-1' 3'-B' 6'-3' S'-5' 4'-10` 4'-5' 4'-1" 6'-5' 5'-6" 4'-1 l' 4'-6` 4'-2" 8'-8" 7'-6" 6'-9" 6'-2" 5'-d' This Is Not A Miser Draing, Valid Onl Y For O Time Permit. I �L F.B.C. As SHOW 60mm SLAT ROLL—UP SHUTTER scu WEATHER GUARD, INC. J A4 STI LTE C O Ne.. J A� 71LL f 7Q18110 SINN co-- MN} L1liI1LaM0 BFi1Qr! F7 .7?t74 raeruw.aw a.217, Dow=n s3/ 02-015 do N I AIR a.N L1RAN4NKJ NO ED 0"71f NOWER A 7[111!Jr P. E. JMEET 13 OF 14 r + FLOM24 Lk 441!!7 t — — I j 250'Alae POURED CONCRETE OR CONCRETE BLOCK POURED CONCRETE OR TApCO N REDUlRM TAPCON CONCRETE BLOCKANCHORS ANCHORS REQUIRED TAPCON ON E D. SCHEWA.E ON ANCHORS 7T//S SHEET 7HIS SHEET)- D. 7F� LE ON N O A / O OR D 1x3'x1/E' ?'x3'x1/8' 2/14 x 1•S At S O K1 O OR M /14 J f S N. S 3X?'xt/8'DR 3'x4'x1/B e`0. a O 8 a C E D O. DONT. BLNLD-OUT TUBE A (DK K1 O O O�E OR W 2'x 2'x .125'Cont. Alum./7, A A OR M CONCRETE BLOCK ANGLE W 14 x JJ4•SAtS A 250' REtNA1tED n a'O.C`10 SIDE•RM1fL A1ax. K OKI L OR M OO O ED- SECTION P — P (t) : WALL MOUNT 50' a SECTION P — SIDE WALL MOUNT K K 1 L OR M F 2 AA�x. O OO O SGLE: 1/2' - 1' SECTION P — P (3) BUILD—OUT MOUNT W-1/7 OR W-2/7 1/2• ' '• SECTION R — R : MULLION MOUNT SIDE RAIL ANCHOR SCHEDULE (FACE MOUNT) s 1/s 1 " MAXIMUM DES/GN PRESSURE RATING W" (p. S. f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING(In) * FOR SIDE RAILS n & (k CONNECTION TO C. B. S. (USE NEGATIVE PRESSURE VALUES AS PER ASCE 7-98) ! ESI1GNN DESIGN SIDE RAIL KO SIDE RAIL © SIDE RAIL © SIDE RAIL © MASONRY N O O OR P LGL1D INSIDE sU1LD-OUT INSIDE BUILD-OUT SIDE BU/LD-our MOUNT INSIDE BUILD-OUT 1K4LL MOUNT MOUNTAMOUNT W4LLMir MOUNT MOUNT L NOS INMOUNT MOUNT MOUNT A40UNT POURED CONCRETE 5• J. 6. J.3. 6• 6` 4` 6` 6` 4' 6` 016,a C AL s 80 OR LESSSUBSTRATE LEGEND 6' 6` 6_ 6" 6` 6' 6_ 6' 6` 6` 6_ 6_ A 3 - 4" J. - 4' 3112- 2112' 5' 3 1/2' 2112' 5' >80 777 150 6' S 1/2` 6" 6" 5 1/2` 6" 6` 6' 6` 6" 6' 6` EOt - - 3` - - J. 2 1/2' - 4' 2 1/2' - 4' >150 110 225 _T 6• 4` 6' 6= 4' 6' 6. 5" 6` 6. 5` 6• sao' Mox. •Alex. 114: J/4'S M. S. K K 1 O OR MO O a a c. MAXIMUM ANCHOR SPACING (In.) AT SIDE K K r w-1/7 OR w-2/7 FO ARILS VERSUS EDGE DISTANCE = E. D. L OR O SECTION o - o : MULLION MOUNT _ A (FACE MOUNT) UWMUAI SIDE RNLS ANCHOR SPACINGS ACTUAL E. D. SHOWN ON THIS SHEET ARE VALID FOR EDGE DISTANCE FACTOR 2'x 2'x .125*cont T a� � i� ar Dra�ueng. s 1 - = 1- 3 1/2 EDGE DISTANCE. J. AUA NAAW ANGLE 2'jrE cont. ANCHOR SPACNG BY MUL77 LING SPACINGS 2 1 ?" ,B6 N 00 For One Time Perm. SHOWN ON ABOVE INDICATED SCHEDULE / BY THE FOLLOWING FACTORS. 2- .50 iJ e'a c AL OR PO F.B.C. AS SECTION R — R : MULLION MOUNT (INSIDE, MOUNT) 60mm SLAT ROLL UP SHUTTER s+cALE SGL£. 1/2' 1. 1/281x? 11 L E C O ewe. WEATH£AaNGUARD, INC. Mw recur >wss� t lhw=ww CDAN%W SaRMatvD BEAlafr, FL J?174 02-015 am!LK ML Sat ns www wiauit A min �1-1!110.far:(.1♦>4M7►-x531 AM a. � AM !K AN a�wM wr LM61w�11' No EB 0008719 NNUER A. TTLLIT Jr. P. C - - SHEET 4 OF 14 FLOR104 U. 1 44187 x - - �---- _ MAY_01200-2.- 1 1/2'x 1 112' x FOR NTO CONCREV, 0'1421 2'ALL MINUM NGLE CONCRETE ANCHORS O 6'O. C. CONCRETE ANCHORS 0 12'0. C. 125"x STORM BAR USE 2) 114 0 fAPCON ANCHORS W POURIV CONCRETE 710" .730" DEPTH Afum. ANGLE l) , O 12�3�8' r x 4' POWER EA. SIDE FOR DESIGN LOADS UP 710? BOLT ANCHORS A 3 1 2- Min. REOIA44ED ` EA. SIDE 80 PSF, 54' MAX. SLAT SPAN A 96' T S� `•� MAX. STORM BAR SPAN, 0 (2) O O 3/8'r x 3' POWER BOLT ANCHORS W/2' Min. EMBEDMENT fNTO WALL AT EACH SIDE POURED CONCRETE i FOR GREATER DESIGN LOADS AND SPAN f CONDmoNS F ST ON AT ® V• F1 II 0 0 REQUIRED ; r�� HEADERS Q OR Qp USE ci NT EWSEDWE II i� - \�� ♦- / 1 (2) 3/8-0-16 MACHINE SCREIYS AT EACH LTJ SIDE O Ili—IF II 1 f II I (2) 3/8'0 S SN THRU BOL75 F N CASES • 110 o W/°"T WADER SECTION S — S (FOR FIXED STORM BAR) EDGE OF Ru yrs S H l SCALE 2' - 1' " . 1 � I 1.000- / 11 (Min.) I t t FOR INSTALLATION INTO CONCRETE S - 1 112 x 1 1/2'x ECTION S2 S2 11 I oPlAorr�IL I O o I O OR ✓1 50- 125'x STORM BAR USE (2) 114-*X718- CALK-INx I 1 DEPTH Alum. ANGLE ANCHORS EA. SIDE FDR DESIGN LOADS SCALE : T/•!<• = 1 H ( 1.000--� , L---J TAP EX57AW EA. SIDE UP TO 80 PSF., 54-MAX. SLAT SPAN I tTUBE 7V ACCEPT Q�, & 96'MAX. STORM BAR SPAN, A 1I I o EADMAK /RO O O OR ✓ I U4CWE SCREW (1) 518-0 TE SIDEF Min. E71fS//tMG-" If I S2 1 IILLI I ) DESIGN LCWDS AND SPAN //�� GRAS'i 11 3 I S TAP EAG I I I i r~i FOR INSTALLATIONS AT HEADERS S(Dl II I 1 I IUl9F 70 ACCEPT1 I I S F 1 ' J OR , USE (2) 3/8'0-16 II t 6 THREADIS/MICFf I AfACH/NE SCREWS AT EACH SIDE: II I I I Y�CHIAIE SCREW GLASS I I W 11 I 1 1 ! ) I I I I MACHINE SCREW 0"ALT.Sy I I A " a FULLY EMBEDDED 1 1 IU INTO ANCHOR 2 3 ' 0-16 Al. S 11 /I W NUT a fl 1 1 SSE£ 1 I F1 a ANCHOR �j II 1 I I F1 ON SW 9 OF 14 , , as a 11 ' ' K K 1 SECTIONS S (FOR REMOVABLE STORM BAR) a 11 ON SHEET9 OF 14 1 I A SCALE 1 I O�0 /z- 1- DETAIL A II I SCALE : 112- - I'I I 1 K K 1 , I I I (aYOND) I 1.on0' 1 1 OOR& IANn.) I I I F1 *114.0-20 OR 5/8'0-11 MACI*NE \J I , SCREWS USED JONVRY W/ 114-r x II I I 1 I (BEYOND) I I I I 718" OR 5/21'r x 2'CALK-IN 11 I I I I I 1 ANCHORS RESPIECIIVELY St/ALL BE LEFT II I 1 1 I I S1 1 1 E 1 POURED CONCRETE TOGETHER W ANCHORS AT INE TWE I 1 I I 1 If 1 I 1 ; I I I ORS BLOCK7 STORM BARS ARE REMOYfD (SEE DET. A). 1 I A 11 i i i i A 11 1 I 1 I 10 0 000• II I I Ir4 , , O 1 F1 11 EDGE of 1 1 1.000' I I I I 2• 1 I O OR O EDG ; (Min) 1 1 I I , I St (BEYOND) It 1 I 1 7 POURED 1 1 S I 1 I S 1 11 I I 1 1 OR CONCRETE BLOCK I O O ? x 4 x .250 (FOR STORM 9ARS Fl) Alum. ANGLE tl 1 0 O I 1 O O I REG1/NPED 1 EA. SIDE x 7'HIGH W/ (2) 1/?- 0 x 2 .T/4"POWER ' �!�" ��A���O MPeae1 I 1 8 I BOLT ANCHORS W/ 1 1/2-Min. EMBEDMENT INTO S2 I1�i' g r-LI1 1 I I ; CONCREM BLOCK OR POURED CONCREX FOR DESIGN �S 'I Iy€ fI9 b= s a 1t J LOADS UP 70 100 pr►& (2) 112-0 x 2 J14'POWER 1 1 $ I BOLT ANCHORS W/2-Min. EMBEDMENT ONLY NIV ' g ,, 1 I I ri I POURED CONCRETE FOR GREATER LOADS (4) 1/4'r () , 4 1 4'r S S. E:- � Vaud I I I THW BOLTS TO STORM OW TtM BOL73' I000-Min. FOR TAPCOiN ANCHORS ; g S C77cy s! - s! .500•MYn FOP CQX-,W ANCHORS I SCALE : 1/2'- 1- I PtX*fE'D caNaIETE � OR PONERS BOLTS AhYJIORS I O O Am rm F.B.C. 60mm SLAT ROLL—UP SHUTTER rA CEI MIG & FLOOR MOUNTING INSTALLATION W NIXED OR '� WALL MOUNTING INSTALLATION WIRXED 1/2y/c2 REMOVABLE STORM BARS W CONCRETE ANCHORS _ � WEATHER GUARD INC. W� mr mcrx w r Fm A%I�It1 N "m IeElDueaetrh STORM BARS W/G10NCRETE ANCHORS. I L E C 0 i w e. 30 DAISION AMD" SCOILE: 114'- 1- SCALE: 114'- 1' T11.Llr TESTAW t EMMIMr��II9 Q doom tI' ORW WO BEACH, FL 32174 02-015 Hoene as.mL ar m, 1w1Mu aKoq Rt y1r SMILE SAW ACTIONS AND DETALS � !*w�:1�/_0V.Aw f(.W)M-1611 01611YIMIG IVo SECTIONS V V .K. .eeeee.u. .m XK. .m ARE SMMIAIP ro A6OYE SHOWN tenMur EH 000e719 STDIB/AIR& HEIOIEIPS N14LMR A. 77LUT Jr. A r- 1 - - • 8A OF 14 FLOR 114 Lk. 44167 SIBF7 777777--- _ POURED CONCRETE 2'x M UU"S DEPTH x 1/8' REVIARED POURED CONCRETE WCunt.ALLMOWL& TUBE rAPcoN ANavDas O e' D-2• a C REQUIRED % JAL IUIq M ANG'E 0 sULiE6 COD• \ TAPCOIV ANCHORS O 12'a G / POURED CGY.I', 2'x 2'x 1/4'x 0'-8'Alum. ANGLE 000 REOL+r D7\4 _\ 11 EA. SW W/(2) J/e•0 x J 1/r \ —� POWER 8OL75 W/2 1/2'ARn. / \ / I (1 I I EMBEDMENT 7D MNLL A (2) 3/B r (-————— `� TNRU ML73 7D AILA 1/ON. 1 1/2'x l IA*x.ltd•x \ / 1 M+a/woN aEp/H Ar�.�.ANGLE \ / � / 1� PCrE �ROP6JC�Lr•►xJ \`—�/ \ / JBE1t7AK1 $ ° 000 / iI z Y Wj2 1/2•Mk !]�/I POURED CONCRE7E MID SAB REOIARRED 00� P(rip TOP SOMM) $ G G OOODR J1 (QAKY FOR W-S ) d I 1110 NEiYAER t STOW WR ALLOMED. r x r x a�Lr•x O=3'(eG,1_r,,yy�,) ?'x 4'x f/4`x o'-&'Alum. ANGLE w/ 9 11 x�[4•s ILS Alum. ANGLE w/(4)114 x J/4'SMS. lD (4) 1/4'r 7FRlU BOLT 7HRU WADER 1 I ( SPLIT� u'�LXW t ' yh �A f I2 114 x J/4• NFACER t 1/?'/x 4 a/4'PDMt°JP BOLT TRIOS w/FACE AN1rW S M. S ® AND (J) 5/11 x J'POWER , I I IEAOEJFS / BOLT ANCHORS W/?'ABS. E719MVENT �i . AND USE Aiy� ®•1tUINTO r x J•X 'X 0-r 60111— (6)ER x aAu SALS�x 4• USE WHLL. DOOR J/6 ( 711 Aua>7 AArra ANGLE L/5£? x 7'x 1/4•Nun. ANKLES fUR � FOR SINGE SINN!FADERS f J•x r x DOW ORa/6•x 0--c- O© Pt7MEiP BOLT ANCH01P5 w/Y 1/2' W AVOW GLASS *WS GLASS (Q061-78 ALLOY)AkwL ANGLE MR MUtLTPLE~NEi10ERS OHO WD MNLL FOR I@AOOR� CASES W/ !•BUILD-OUT 7U� K W1(1) 1/210 TNW aCLr 1D A"Low RNPU ME SOLTSXNGLE WADER WAAW (2) Ar MULIPLE WADER SPAN& 1/y'/ TWT WALL AtOlIN11NG:SECTION W-M3) 0/4 OR R14 q14 0R R/4 WALL MOUAfJM:SECTM W=W(S) SCALE: 1/e'- 1' ® ® NOTE: SOUE 1' : i/e•- 1NS N INUAMINl IS ONLY MW FOR S/GRN AIRS MRN Max. SPAN #'-V' N51Ct715 MRN 12-T AAu I I K 1 L oR M SN�N t 6o L Iaxannr aEsav Lala s1+1rxE O D O O a" as s�Atm USE 1 HEADER ONLY FOR SINGLE SPAN I I NO OO aR P M11H Arta sRw- e'-o; NEi10E11RS r►TN 14=11•swccE 110,.RL As<xSM OESIGN LCAD. INSTALLATIONS, IF MULTIPLE SPANS ARE NEEDED, THEN I I CJ) J/V-r 1111x/Mars USE DOUBLE MULLIONS W/3' GAP /N BETWEEN THEM I I BDT►aMU !ri¢ 70P t SELVES FOR EACH INDIVIDUAL SPAN. I 00 JL i I N OHO I I POUND CONCRETE EDGE 6'APALI CEM.6o0' R -rl 1.aoo• AEOURED 'x 2' 114'x 0'-e'Hurn. ANIGLE EA, SWJ W/(2) /B'/ x 2 1/4' POWER BOLT ANCHORS "S' MYx.Iw--•i 'JOo'AM r w l 1 ' / /2 fA6EDM/EM RI70 PbtlRED OO SEE NO7E 1 $ I faONIGRE7E OIR OONICAEM BLOCK DESIGN a LAWS !An TO 80 Pt/& MULLIONS o, F17R *. ( GREATER LCOS AND SPAN CONS ROQI?/C.�/UI1K3 R l J 00✓1 ( Wo x J 1/2-POWER BOLT ANCHORS W12 1/2~ MOTl�O1N W-W(11 VM MAL�94 M M a rr ONLY INTO POURED CONCRETE e� (AxTaoED O) I Z Ar SEMM W=W(A WMEADER AN am' THIP/!Bads 7FRtU •••,x�.,AND SCALE: 1/11'- 1' t't' �, ��O' AAK.Y.£5 .* WALL I I�IIOIL�VTING: MUIL,UON 0�O1R� ECOANVECTM. R o 0 1 AT TOP ISBOT70Af:SECTIAIVW=W{1) ! ! r x J•AUM im ANar (2) 2•x 4'x 1/4'x D-0'Alum. ANGLE 1 SCALE: 7/b•- 1' W 4 1 4'0 THRU T 1 ! /(J / BOIL 7f6PU HEADER ! s• NOTE f . AND ANGLES! (J) /x J•POWER ! ! BOOT ANL'.WM 70 NNLL 6ICN ANGLE W/ 1 DRSDESIG NG MNLL ANY BE POURED t:10w&OL OR CONC1PlE7E BLOCK EYAR ! ! OJ©©OR M 2•ARn. EN SEWANF AMR7 MNLL iURF'U AL d00.o Pd AND S7NLL POtARED L1pNGRETE , , o©o� M This Is Not A Master Drawing, 9 ELEVATION x1 Valid Only a Time Perm' ,�A a 0 For a 0 o Of o., Y C� Jl ( b! SCALE: l/e'- T" SCALE : 1/!1'- F. F.B.C. ! 60mm SLAT ROLL—UP SHUTTER AS SIS SCALE 00 P 1 --, rr�L y�oeR ATer� OHO M WEATHER GUARD, INC. sEMOMsWN 1L ECO .Nc.. JOS DAISION AVENUE FL 32174 ELEVAT K�� rnur rs~1r.Mo s caM.wrwlr ORMOND aEAc�c AI>�7 Kw aIr AAta:rs,maw aMo�tC n.u/AM 02-015 poe4lrit_1AW.lir.(JMglrsr-MAST DYLRIYNrB Ne sIc Nr AMR A6Y Art�rr 1! SCALE: 1/21'- 7• EB 0006710 s...w .or - F2 QR/dA L/c. 44187 x _ _ JNEET 7 OF 14 �___ MAY 0 12002 SLA T PERFORIW ANCE CHART MAXIMUM NEGATIVE DESIGN PRESSURE RATING "W' (p. s. f.) AND CORRESPONDING MAXIMUM SLAT SPAN 1" FOR TYPE I SLAT USE NEGATIVE PRESSURE VALUES AS PER ASCE 7-98 O ❑ O L.. ❑ ❑ ❑ NLaAW MINIMUM SEPARATION TO ❑ L ❑ MAXIMUM SLAT SPAN GLASS �_L_� ❑ ❑ 57NGLE & SINGLE & L MULTIPLE MULTIPLE UNIT UNIT C ❑ 40.0 6'-6' 2' SINGLE SPAN MULTIPLE SPAN 50.0 s'-2' 2' SPAN LA YOUT 55.0 6=0' 2' 60.0 5'-11' 2' 65.0 5'-9" 2' _ 70.0 5'-8• 2' 75.0 5'-7' 2' 80.0 5'-6' 2' ' SPANS VAUD FOR EVERY INSTALLATION LOCATED AT ANY ELEVATION OF BUILDING MEASURED AT BOTTOM OF SHUTTER. 85.0 5'-5• 2' MINIMUM SEPARATION 70 GLASS FOR SINGLE AND MUL77PLE UNITS SHALL BE MEASURED FROM BACK OF SLAT 70 GLASS 90.0 5'-4' 2' . 95.0 51-3' 2' 100.0 - • 5` 2 2' 105.0 5"-1' 2• 110.0 5`-0' 2' 115.0 4'-11' 2' 120.0 4'-10' 2' 125.0 4'-9' 2' 130.0 4'-7' 2' 135.0 4'-6' 2' 140.0 4-5' 2' 145.0 4'-4' 2' 150.0 4'-4' 2' 155.0 4'-3' ?' 160.0 4'-2' 2' 165.0 4'-1' ?' 170.0 4•-0' 2' 175.0 4'-0' 2' 180.0 3'-11• 2' 185.0 3=10- ?- ' !! � A��ater Drain , T 190.0 3=10' 2' 1Y 1 ��ot g 195.0 3`-9' 2' 20Ro 3•-9' 2' Vaud Only For Onie Time Permit, 205.0 3'-8' 2' • F.B.C. 210.0 3'--8' ? 215.0 3'-r ?- 60mm SLAT ROLL-UP SHUTTER , 220.0 3'-7' 2• TT � 2250 3•-s' ?• MCOa. WEATH£Rarso,UARD, INC. 11102 �anrw t c�aiwwr GNAW V NE N. PL .2174 02-015 � AmMa•Mft4 Jra Sm MaM1 MIaJ4 n MIN '(aoyrn-mat.A.r(agMn-ran alMllw�lc rw ID 000671a .K«. ..... I am I s. I � rs 1ER A 71LLIT Jr P. Er /4 . _ fLGRL1A Ila 44167 lllEt/ OF STORM BAR LOADING CHART I� MAXIMUM DESIGN PRESSURE RATING "W" (p s. f.) AND CORRESPONDING MAXIMUM SPAN "L" FOR A GIVEN TYPE OF STORM BAR AND STORM BAR SPACING. I (USE NEGATIVE PRESSURE VALUES AS PER ASCE 7-98) "4X. SPAN FOR STORM BARS 'W/REGULAR CONCRETE ANCHORS TYPE 5 SMW 84R MAX/MU/Nx .250' (2) 2'x 4' x .250' DESIGN LOAD SM MI 84R SPALYNG STORM BAR SPACNYG j "W' (P.S.f.) - " 3' TO 4' 4' TO 5' 5' TO 6' 6' TO 6.5' _ 0 t 3 0' 3' TO 4' 4' TO 5' S' TO 6' 6' TO 6.5' t 3' 40 11'-10' f i'-0' 10'-5" 9'-11 t i'-to 45 11'-6' 12'-912'-0" 11'-6' 11'-3` 50 11'-2` 10'-5" 9'-10" 9'-3" B'-11" 13'-4" 12'-5" 11'-9' ll'-2' 55 10'-11" 10'-2" 9'-7` 8'-10" 8'-6` 13'-0` 12-1" 1 l'-5" 10'-11` - 80 10'-8" 9'-11` 9'-3' 8'-6` 8'-2` 12'-9' 11 10` 11'-2` B5 10'-6` 9'-9' 8'-11' 8'_2" 12'-6' 1f'-7" 11'-0` 10'-6` - 70 ]0'-4" 9'-7' 8'-7' 7'-10' - 12'-3' 11'-5' 10'-9' 10'-4" - 75 10'-1` 9'-3' 8'-4' T'-7" - 12'-0' 11'-2' 10'-7 10'-1' - 80 9'-11' 9'-0" 8'-0' 7-4" - II'-10' ]1'-0' f0'-5` 9=11' - B5 9'-10' 8'-9" 7'-9' 7'-1' - il'-8' 10'-10" 10'-3` 9'-10" - 90 9'-8' 8'-6' 7'-7' 6'-11' - 11'-6` 10'-8" f0'-1" 9'-8" - 95 9'-6" 8'-3" 7'-4' 6'-9" - 11'-4' 10'-7' f0'-0' 9'-6' - 100 9'-3" 8'-0' 7'-2' 6'-7" - 11 -2' 10'-5*- 9'-10' - 105 9 _ 11 -1 10'-4' 9'-9" 9'-2' - 110 8'-f0' 7'-8' 6'-f0" 6'-3" - f0-11f0'-2' 9'-7` 9'-0' - ' ' 115 8'-8" 7'-6" 6'-8` 6'-1 _ f0-f0 10'-1` 9'-6 � 8' ' 7'-4' 6'-7' 6'-0` - f0-8 9'-1 f` 9'-5 120 ' 8'-7` -6 - 125 8'-4" 7'-2` 6'-5' 5'-10' - 10-7 9'-10` 9'-3" - 130 8'-2" 7'-1" 6'-4' 5'-9" - 10-6 9-9' 9'-0` 135 8'-0" 6'-11" 6'-2' S'-8" - l0-5 9=8' 8'-10" 8-1 - " 140 7 - 10'-4- 9'-7 8'-8 7 i t 145 7-8' 6'-8` 6'-0' 5'-5' - 10-2 9-s 8'-7' 7-10 - 150 7'-7' 6'-7' 5'-10' 5'-4" - 1 D-f 9-5 B'-5" 7-8 - 155 7-5" 6,-5' 5'-9' 5'-3` - W-0- 9'-3 8'-3' 7-7 - 160 7'-4` 6'-4' 5'-8' 5'-2' - --gr-I l —9--f" 8'-2* 7-5' - 165 7'-J' 6'-3' 5'-7' 5'-J. 9'-11- 9'-0' 8'-0' 7!-4- - 170 T-1" 6'-2" 5'-6" 5'-0" - 9'-10- 8-to- 7'-11' 7-J - 175 7'-0' 6'-1' 5'-5` 4-11' - 9-9 dr-8 7!-9" 7-1 - 180 6'-11" 6'-0' 5'-4' 4-11` - 9'-8 8-7 T'-8 7'-0 - ! 185 6'-10" 5'-11' 5'-J" 4'-10' - - 8-6 T-7` I 190 6'-9' 5'-10' 5'-J' 4-9 - - 8-4 7-6 6-10 8-3 T-5 - 6-9 - '195 6'-8" 5'-9' S'-2' 4-8' - 9-6 � Not Drawing. 00 6'-7` 5'-8' 5'-1' 4'-8' - - 8-2 7'-3 6-B - This�� �. aa 2 205 6'-6' 5'-7" 5'-0' 4'-7` _ 9- 8-1 7-2 6-T - Valu Only for Ore Time Permit I 210 6'-5' S'-6` 4'-11' 4-6 _ 9- 7-11 7-1 6-6 - 215 6'-4' 5'--6` 4'-11• 4'-6- - - 7-f0 7-0 - - .B C 220 6'-3' 5'-5' 4'-106 Y-u 7,-.9- 6-]f - - V5 6'-2" 5'-4` 4'-9 4-4 _ - T-8 s-10 - - 60mm SLAT ROLL—UP SHUTTER As SHOMN scAcc I 7120102 STORM BAR SPACING SHALL BE SUCH THAT MAXIMUM SLAT SPAN SHALL NOT BE EXCEEDED. V llLlEC0iuc- \ 305 Dr*%=V AMD" WEATHER GUARD, INC. p1� BEAL7f rnuF r aMar�mwa Qorryuir 01�'�iA1D FL 31174 02-015 flR7 ALfK.�1i-R,it 117. NSMR iT1M Rru: t-1410.isr:(idJ1 !I.Mr /Or�IM MlYw q0 E8 Oo06719 MKOM A. TILUT Jr. P. E - - • SNaT 11 OF 14 RX RM Lk. 44167MAY QI • - - i I MULLION LOAD/NG CHART MAXIMUM DESIGN PRESSURE ar RATING War s. f. AND CORRESPONDING MAX/MUM I SPAN 'V(Ft) FOR A GIVEN TYPE OF MULLION AND MULLION SPACING (Ft.). (USE NEGATIVE PRESSURE VALUES AS PER ASCE 7-98) TYPE 1 MULLION TYPE Z MULLION TYPE 3 MULLION MAXIMUM J'x 4' ' x .t?34'x 4`x .250' 4'x 6'x 150' I DESGN LOAD MULLION SPACING MULLION SPAWX MULLION SPACING (P.a.f.) 4'-0" 4' TO 5' 5' TO 6' 6' 70 8' C 4'-0' 4' 110 5' 5' TO 6' 6' ID 8' C 4'-0' 4' 705' 5' 10 6' 6' 10 8' 8' 1O 10'10' TO 12 40.0 9'-0. 8'-4' 7-10 8'-2' 11 -9' 10'-11 l0'-3' 10'-9' 16'-4- 15'-2' 14'-3' 14'-10 13'-10 13'-0' 45.0 8'-8" 8'-0` 7'-7` 7'-10' 11'-4' 10'-6` 9'-11' 10'-4' 15'-8` 14'-7' 13'-8' 14'-4" 13'-3' 12'-6' ' 50.0 8-4' T-9' T-3' T-7` 10'-1 t 10'-2" 9'-7" 10'-0` 15'-2' 14'-T' 13'-3' 13'-f 0 12'-10 12'-1 55.0 8-1� 7-6' T-1' T-4 10'-7 V-10" 9'-3 9'-8 14'-8' IX-7' 12'-10 13'-4" 12'-5' 11'-8' j 50.0 7'-10 7'-3' 6'-10 7'-2` f0'-3' 9`-7' 9'-0` 9'-5" 14'-3' l3'-3" 12'-5` 13'-0' 12'-1' 11'-4 65.0 7'-8' 7'-1' 6'-8* 7'-0' W-0' 9'-4` 8'-9' 9'-2' 13'-11' 12'-11' 12'-2" 12'-8' 11'-9' f 1'-i' _ 70.0 7'-5` 6'-11 6'-6' 6`-10' 9'-9* 9'-1' 8'-6" 8'-11' 13'-7' 12'-7` 11'-10. 12'-4' 11 -5" 10'-9' 75.0 7%-3' 6'-9` 6-4' 6'-8' 9'-7' 8'-10" 8'-4' 8'-9' 13'-3` 12'-3` i i'-7" 12'-1' 11'-2' f0'-6" 80.0 7'-2` 6'-7" 6'-3" 6'-6" 9'-4" 8`-8" 8'-2' 8'-6' 12'-111 12'-0' 11!-4" 11'-10 ' 10'-11 10'-4' 85.0 7'-0' 6'-6` V-1, 6'-4' 9'-2" 8'-6' 8'-0' W-4' 12'-8' 11'-9' 11'-1' 11'-7' 10'-9' 10'-1' 90.0 6'-10 6'-4' 6'-O` 6'-3" 9'-0' 8'-4' 7'-10' - 1 - 8' Z' 2' 5" W-7" 10'-11 11'-4' lo'-61 91-11. 95.0 6,-g" 6'-3' 5'-10 6'-2` 8'-f 0' 8'-2' 7'-9' 8'-1' 12'-3` 11'-4' 10'-8' 11'-2' f 0'-4" 9'-9` 100.0 6!-7' 6'-2" 5'-9' 6'-0" 8`-8" 8'-1` 7'-6' 7'-11` 12'-0` if'-2' f0'-6" TO'-11 1D'-2" .9'-7- 105.0 6-6" 6'-l' 5'-7" 5-11 8'-6' T-11" T-5" 7-9' W-10, 11'-0' 10'-4' 10'-9" - - 110.0 6'-5' 5-11 5'-5' 5'-10" 8'-5" 7'-10' 7'-4' 7'-8' 11 -8' 10'-10 W-2" 10'-7' - - 115.0 6'-4' 5-10 5'-4" 5'-8" 8'-3` T-8" 7'-3' 7'-7" 11 -6- 10'-8' 10'-0' f 0'-5` - - 120.0 6'-3' 5'-9' 5'-3` 5'-7" 8'-2" - T 7" 7-2' T-5 11'-4 f0'-6' 9'-f f 10'-4' - - NO REFER TO ELEYATtONS ON SHEET 1 OF 14 � 125.0 6'-?' 5'-7' 5'-1' 5'-5' 8'-1' 7'-6" 7'-0' 7'-4' 1f'-2' 10=4' 9'-9' 10'-2" - - 1-. FOR MULLIONS INS?A /ID Nfo STORE! BARS 130.0 6'-1' 5'-6' 5'-0' 5'-4" 7'-110 7'-5' 6'-11* T-3" 11'-0` lo'-J' 9'-8" W-0, - _ A) MULLION SPACING SHALL BE SUCH INAT MAXIMUM SLAT SPAN SHALL NOT BE EXCEEDED i 135.0 6'-0' 5'-5' 4'-11' 5'-3" 7'-10' 7'-3' 6'-10` T-2` 10'-T 1 10'-1' 9'-6' 9'-11" - - 2-. AOR MULLIONS INSTAL j ED W/ STORM BARS & HEADERS 140.0 5-11 5'-3' 4'-10 5'-2" 7'-9' 7-2' 6'-9' 7'-1' 10'-9' 10'-0' 9'-5` V-10" - _ A) MULLION SPACING SHALL BE SUCH THAT MAXIMUM HEADER SPAN SHALL NOT BE EXCEEDED 145.0 5-10 5`-2" 4'-9` 5'-f" 7'-8" 7'-1' 6'-8" 7'-0" 10'-8' 9'-f0' 9'-3' 9'-8` - - B) STORM BAR SPACING SHALL BE SUCH THAT MAXIMUM SLAT SPAN SMU NOT BE EXCEEDED 150.0 5'-9' 5'-1' 4'-8" 5'-0" 7'-7' 7'-0' 6'-7' 6-11" 10'-6' 9'-9" 9'-2' 9'-7' - - 155.0 5'-7' 5'-0' 4'-7' 4'-11' 7'-6' 7'-0' 6'-6' 6'-10" 10'-5" 9'-8' 9'-1' 9'-6" - - 160.0 5'-6' 1 4-11 4'-6" 4'-10' 7'-5' 6'-11' 6'-5` 6'-9' 10'-3` 9'-7` 9'-0` 9'-4' - - � 765.0 5'-5' 1 4'-10' 4'-5- 4`-9' 7'-4' 6'-10' 6'-5' 6'-8' 10'-2' 9'-5' 1 1. 9'-3` 170.0 5-4' 4'-10 4'-5' 4'-8" T-3` 6'-4' 6'-8' 10'-1' 9'-4" 8'-9' 9'-2' - - 175.0 5'-3' 4'-9' 4'-4` 4'-7" 7'-2' 6'-8' 6'-3` 6'-T' i0'-0" 9'-3" 8'-8' 9'-1' - - 180.0 5'-3' 4'-8' 4'-3` 4'-6' 7'-2` 6`-7' - ' 6' l 6'-6' 9'-11' 9'- I ` 185.0 5'-2' 4'-T' 4'-2' 4'-6" T-1' 6'-7' 6'-2' 6'-5' 9'-10 9'-1' 8'-5" B'-f t' - - This Is �otA Maar Draw�i� 190.0 5'-1 4'-6' 4'-2' 4'-5` 7'-0' 6'-6' 6'-1' 6'-5' 9'-9' 9'-0' 8'-3' 8,-10, - - g, 19x&0 5'-0' 4'-6` 4'-1' 4'-4' 6'-11' 6'-5' 6'-1' 6'-4' 9'-8' ' ' ' ' 8-11' 8'-2` 8'-9' 200.0 4'_11 4_5• 4'-0' 4-4" 6-11 6'-5' 6 D- 6'-3' 9-7- @'-10' @'-1- @'-7` - - Valid r Only For One Time Permit 205.0 4-11 4'-4" 4'-0' 4'-3" 6-10 6'-4' 6'-0' 6'-3' 9'-6' 8'-9' 8'-0' 8'-6' - - F.B.C. 210.0 4'-101 4-4' 3'-1 T 4'-2- 6-9' 6'--4' 5'-11' 6'-2' 9'-5' 8'-8' r-11" e=5' - - AS SHOWN 60mm SLAT ROLL-UP SHUTTER 215.0 4%--9' 4'-3' 3'-11 4'-2' 6'-9" 6'-3" 5'-10' 6'-2' 9'-4' 8'-6' 7'-9' 8-4 SCALE ` 220.0 4-9' 4'-3' 3'-1 D 4'-I' 6'-8' 6'-2` 5'-9` 6'_1' 9'-3' 8'-51 7'-8' 8'-2" _ WEA OWE i 4 e - _ ER GUARD INC. 225.D 4=2' 3 10 4'-1 6 7 6-2 - i 9 - - 5 6' 0' 9' ? 8'-4' � E O �N�. 305 QAA"SYbW A YElY1K nun 7EX"W & ORNO m BMW, FL J2174 f as%:w waaan-tIJD ( mfaourMIRS 02-015 �x r +as+r Mr Amft arra ars pe WAV No e. E8 0ON710 WRL1ER A. 1XL?.#. P. E r + y- Jj�(��1 RLARIW Lk 44157 + x ShW 14 OR 14 \ IWH I 0 + ANNE,