The URL can be used to link to this page

5 10th Street 1 t r 7?1 1/2" DIA. HOLES OR K1=YHDLES 12" C/C OR AS NOTED A ' ON DETAILS A thru F, SHT 3 of 5 —�R4KEYHOLEMINIMUM TO EDGEA• HOLE GENERAL NOTES a + t + + + A 1. CODE; FLORIDA BUILDING CODE 2001. THESE d DISTANCE TOP & BOTTOM H zQ PRODUCTS HAVE BEEN TESTED UNDER SSTD-12 AS PEROC Z THE DESIGN APPLIES TO WIND-BORNE � ., R3/16 SECTION 16061.4. o a.N DEBRIS REGIONS (EXCLUDING BROWARD AND DADE } -� a 5/8 11/32 COUNTIES) IN ACCORDANCE WITH FLORIDA BUILDING w Z z CODE 2001, cu o z Z< R5/16 tn,- p ... QA 2. POSITIVE AND NEGATIVE DESIGN PRESSURE o x aKEYHOLE SIZE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC ECIFIC ¢ = A JOBS IN ACCORDANCE WITH FLORIDA BUILDING CODE A"r�a H W _ 2001, CHAPTER 16, STRUCTURAL LOADS, TABLES C3 3 SHALL BE REFERENCED AT APPROPRIATE DESIGN J W w a LDADS, J¢ 5°0'0.0" 3. LOOKOUT CLEAR STORM PANELS SHALL BE MADE >S o w= W OF GENERAL ELECTRIC CO. UV RATED LEXAN XL-10 y ox � w > R11/16 SHEET .118" THICK, EXTRUSION SHOWN SHALL BE O CL 31/32 6063-T6 ALUMINUM, U.O.N. l vWi 1 13/16a 4, PRODUCT MARKING SHALL BE LABELED AS SHOWN z w + R7/8 HEREIN ❑N SHEET 4 of 4. v d �:) za 1 1/2" WIDTH IS PERP, TO PANEL SPAN 5, ALL BOLTS AND WASHERS SHALL BE GALVANIZED D TYP, SINGLE PANELS 12" TO 96" WIDEa @PANEL DIMENSIONS MULTIPLE ❑R STAINLESS STEEL WITH A MINIMUM TENSILE a p LE PANELS ANY WIDTH STRENGTH OF 60 K,S.I, UNLESS MADE Or RUBBER. � H E- E-4 6. -E- 6. TOP & BOTTOM DETAILS SHOWN MAY BE [-1/4' MAX. GAP INTERCHANGED AS FIELD CONDITIONS DICTATE• 0 PANELS MAY BE MOUNTED HORIZONTALLY `/HERE • ° OLAP JOINTS APPLICABLE, '.. THOMAS s ' TWO LAP MINIMUM JOINT MULTIPLE LAPS PERMISSIBLE 7• PANELS SHALL BE FASTENED ACCDRDING TO WOIUIEY NO FASTENERS REQUIRED AT LAP FASTENER MANUFACTURERS' INSTALLATION - JOINT, EXCEPT ADDITIONAL SPECIFICATIONS ICATION S AND AS SHOWN HEREIN. NEW FASTENERS MUST BE ADDED AT V=PAM BUM EO FO EDGE CLOSURE DETAILS TDP & BOTTOM OF PANEL AT LAP 8. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN Wmay=own 1-M_28" JDINT IF 12" SPACING OF REPRESENT THE PRODUCTS TESTED FOR IMPACT AND NO FASTENERS REQUIRED UNIFORM STATIC AIR PRESSURE LOADING IN FASTENERS DOES NOT PLACE A CONFORMANCE WITH SBCCI SSTD- 12-99 AND ASTM SEAL --� FASTENER AT THE LAP JDINT. E330, DESIGN IS BASED ON AMERICAN TEST LAB of �- E F, w �\ SOUTH FLORIDA, FORT LAUDERDALE, FLORIDA TEST REPORTS. DATE: 9. CONSULT SPAN CHARTS, WIND LOAD CHARTS, DOMED BY JON WISE " �\ I _ INSTALLATION DETAILS AND HARDWARE anTe• i_l 1/2" TYP. I-=---� � 3" TYP. SPECIFICATIONS HEREIN FOR USE AND ATTACHMENT 03/03/00 TYP, INFORMATION. sc.uE as wrEa mvm 1 CLEAR STORM PANEL SECTION A—A 99-02 I Ia � — CLEAR STORM PANEL 1 OF 4 SBCCI PST & ESI FINAL EVALITATTON N0.2109 S —2.187 2.000 0.2500 A 11/32 R. w d T I .313 125 .193--i 1- 4� I v .390 3.7500 ' l.000 1.407 31 5/8 R. o a z 2.1250 2.000 1.063 o �--- 1.400 2.000 687 .390 5 0.3750 = W =juj ¢N •-2.000 – 0.0625 TYP. WALL NAL LEG � W V OPTIONAL MAX. 5' ,900 — 2ss THICKNESS = MIN, .085 c ca h HEADE 3 NOT USED (D "SEA ANGLE 5 ANGLE 6 KEYHOLE WASHER ~¢5 O .214 - WIZ .380 1190 94.000* 1/4' 0 ELCO MALE PANELMATE PLUS & • z .16 9 1,200 .12 0 i/4-20 RAWL CALK-IN WITH 1/4-20 WASHER WINGNUT. MUST HAVE z a —r 6 8 1.986 1,000 .275 1/4' ELCO TAPCON WITH 7/8' EMBEDMENT, 1/4-20 PAN 17/8' MIN, EMBEDMENT & 2' MIN. O ~" — �---r- 1 3/4' MINIMUM EDGE DISTANCE v� / DIA, & _ HEAD BOLT W 3/4 DI HEAD a 1.675 x 17,69 .4 /u .702 EMBEDMENT & 2 MIN• 2' MIN. EDGE DISTANCE. MALE w F EDGE DISTANCE 1 v� -�-- PANELMATE O 10 RAWL CALK-IN x .150 .200 092 (DTAPCON ONLYCONCRETE Q cn a 11000, .09 USE ONLY CONCRETE USE 1, „ 7 = TRACK 384 HARDWARE NOTES THOMAS 3.000 1. X EMBEDMENT MUST BE USED TO J. CALCULATE LENGTH OF FASTENER TO BE - "F9 , � USED. EMBEDMENT IS THE DEPTH INTO THEFU 8 EXTENDED F � TRACK SEE CONCRETE MASONARY UNIT (CMU), CONCRETE5# 0R WOOD T FRAMING MEMBER,MEMBER. CALCULA E ADDITIONAL LENGTH OF FASTENER BY ADDING HARDWARE EMBEDMENT + ANY VENEER (STUCCO, SEAL 1/4 LAG BOLT WITH 1 3/4 MIN. PLYWOOD, WOOD, STONE OR BRICK) + OF 1/4' 0 ELCO FEMALE PANELMATE WITH THREAD *EMBEDMENT IN SHEAR, AT SHEET ALWAYS THICKNESS PRODUCT BEIN ROUND UP T O THE INEARESTCHED. PAN HEAD BOLT. MUST HAVE 17/8' 1/4-20 HEX HEAD BOLT x 3/4' PERPENDICULAR TO WOOD GRAIN & IN STANDARD LENGTH. DATE MIN• xEMBEDMENT & 2' MIN, EDGE WIT - WASHER WINGNUT. CENTER OF W MEMBER DESIGNED sir DISTANCE 4 0 f 4 JON WISE 2. ALL FASTENERS MUST BE INSTALLED i HATE 12 FEMALE C01LT & 4 LAG BOLT PER THE MANUFACTURERS RECOMMENDATIONS. 30530 PANELMATE WINGNUT WOOD FRAMING liAVIN6 LAUNDER SE ONLY 3. SPACING OF FASTENERS MUST COMPLY WITH THE SPECIFICATIONS OF THIS 99-02 DRAWING, 2 OF 4 SBCCI PST & ESI FINAL EVALUATTON Nn_ 2109 _ f EXISTING STRICTURE A ' l 9 OR a 12' aC, 1/4' GAP AT EXISTING STRUCTURE CONCRETE, MASmy TOP OF PALL CITE, MASOIARY 9 ®e 12' OL .. at WOOL a EXISTING STRUCTURE r .. OR WE CONCRETE, MASONARY WOOD I 1/2 ; , DIST. I > OR 1©AND 1 I? ac LHIST a 12' 0L & L .. . . . LAP JOINTS o W o 2 1 LAP ,HINTS GLASS v., 5 c� 9 OR Dl1flRR 1 GLASStd 9 1 a s OR DOOR 1 A EXISTING d 13 Q12' ac & x a C '" STRUCTURE LAP ,HINTS ®CONT, 16 EXISTING ha & S I STRUCTURE 10 11 1 OR @AND 16 a 12' RC, & I .: . EXISTING ; I LAP JOINTS c o.i6�, 131 a 12' B.C. & LAP JOINTS STRUCTURE � : � 9 10 11 at a 12 ac �W�� o x ,. , cv o� • �''., .. 4 ORO ' DIST, DIRECT MOUNT SECTION 9 (G @ 12' O.C. C) w CEILING/INSIDE z � 1 d A WALL MOUNT SECTION MOUNT SECTION a o � n 9 OR 10Q12' aC ' MI 5 � � c EXISTING STRUCTURE CONCRETE, MASOIARY 9 OR a 12' O.C. 1 0 a WAD STRUCTURE 14 OR @AND 16 a 12' 0.0 & OR VOOD, 1112' MIN. F--� LAP JOINTS r .. :w I 528 AT PANEL MAY K MUTED AT FACE OF OPENING THOMAS J. I GROVE 13 AND 16 a 12' aG & 1©AND 16 a 12' RC. & v O . EY LAP JOINTS LAP JOINTS P L L ' Ma xea _ z v 8 4 0.PALKcr (L J 1 J H 561-688-2844 GLASS 1 ¢w a J J GLASS � OL 8 � 1©AND 16 a 12' O.C. � UR W OR DOOR SEAL VOOD STRUCTURE LAP JOINTS I 11/4' MIN. i I 1 AID 16 Q 12' 0L & 21/4' MAX. DA t0 14 OR BAND 16 Q 12 U. & OLAP ,DINTS ac �So D BY LAP JOINTS AT DATE- 9 OR 10 a 12' WISE 9 OR 4 e 12' O,a GRA 3 03 0 D WALL MOUNT SECTIO ® ^S,WTEDI WOOD ONLY E WALL MOUNT SECTION F TRAP MOUNT 99-02 3 OF 4 SRCCT PIRT k FqT FTNAT. FVAT.TTATTf*1N N�► 1 (1Q m HEADER TUBE TYPE ' 3 ' -TWO SPANS -+ HEADER TYPE • 3 - TWO SPANS I i N U � - m I n tv H3 S2 DEFI.. AT 16 PSF / //— / H30-S2 24 / ~ I 'o o� I ri I . I I I 21 1 O N I I I I • i . � � tL. HEADER o o C OU' 67 I 9� " I ( I z I STORM I o e � .�. ., + [BAR i a up q 1 B' I I I ' I ! ( 0 V) n Ct: vl t ..I I I I I ( t_�', W t z �, S �� t I I I l ( Ei - ST RM BAR (I H T�! '' ct O °:^� N U I i � R� v1 O LIQ M \N + t I -j I h t ( S W � h LL. Z - L.1 t I U M W 1A CI II I to d W C'4.� F V1 \011 I I I t a .D e ' N m 1 N q I 1 I m I I I in TWO SPANS tO 1p, N cn 40 60 90 100 120 140 160 40 60 80 100 120 140 160 SHUTTER WIDTH - IN. - TWO SPANS SHUTTER WIDTH - IN. - TWO SPANS w Z -i o LJ THE CURVES ON THESE GRAPHS SHOW SHUTTER HEIGHT o' — —1 to >- v~) D SEE SKETCH FOR REFERENCE �� I Ii O_ 3 Q i i to STORM I ` Q O W N HEADER TUBE TYPE ' 3 ' -THREE SPANS tv HEADER TYPE 3 ' - THREE SPANS I (BAR i i -�\ J a g ru 8 I I H3-53 m I ! — Ix HEADER o►- t t — In 6� i I ( PRODUCT RENEWED 1_a O ( as complying with the Florida N I I I liuiding Code o 0 p - { V9 I cccptance�o �T o4T7•o2 � i I I i I ( Expiration Date I ( I x 0) °1 ( tx ►- i I I I { I ByLi V'1 Q 1 8 I I I I I I Miami Dade i-i'•'�'�Ti _ Wi Z I Division rwluct ootml rn ( a o 1 r I I I I rrc,4�z:c�r lz��.��5�:�� I I u 1 IIIIII I � ' I I � � o N '" 4" S ORM AR HT , t � mu 11 _ o iI u b t w 1'Ia)iti L i (:O`.l I:U1.[41\'I�It)\ ;0 1 c m BUILDING CODI:CU-NiI'i L<:CL OFFICE ani o CIS I I 1 I I I � I I � THREE SPANS � t iilli ( � t o • Engr. OR. MUV.J YOt,t: FAR000 . 3 - ooLi STRUCTURE' APPROVED AS COMPLYING WITH THE FUL PE [ 16557 N I I ( I I SOLrTH FlQRIOA BUILDING CODE "' ' DAT J21 D.- V -j o OEFL_. AT 10 PSF I o Gtr t•+ _._._ ...__ i I m I I I I H30-S3 / ROOUCT CONTRO: 0N'S Ov drawing no. ' ' •' ewl0.NG CODE COMPLIANCE nFFICE 98-43 70 90 110 130 190 170 190 210 230 70 90 110_ 130 150 170 190 210 _230 tCiEFTn'iCE NO.rtC+ '0311 10ff - - . . . . . _. 47 Iii } ROLL SHUTTER OVERALL DEFLECTION CALCULATION SHEET NEG&JIVE LOAD a' I POSITIVE _LOAD ASCE 7-88: DESIGN LOAD = Pd PSF c� ASCE 7-88: DESIGN LOAD Pd PSF MULTIPLIER FACTOR = K = Pd/10 = ui MULTIPtJER FACTOR = K = Pd/10 Z c r 40 it SHUTTER WIDTH - SW = IN. SHUTTER WIDTH = Sw 1 N. tx o = N N = pa: N0. OF STORM BARS USED = _ N0. OF STORM BARS USED a SPAN CONDITION = N+i = 0SPMCONDITION N+1 � c SHUTTER HEIGHT = Sh = IN. n g M SHUTTER HEIGHT - Sh = INW BOX HEIGHT BOXh IN: BOX HEIGHT BOXh IN. Or Z � eo 0 STORM BAR HEIGHT = BL = SH-BOXh = IN. p STORM BAR HEIGHT - BL = SH-BOXh = IN. tri w p N TRACK WIDTH = Tw IN. TRACK WIDTH - Tw IN. d, � R 44 W STEP Z in STEP d W I SLAT SPAN = Ls = (Sw - 2 • Tw)/(N + 1) 1 SLAT SPAN Ls = (Sw - 2 Tw)/(N + 1) FROM GRAPHS CHECK SLAT SPAN FOR DESIGN LOAD SLAT FROM GRAPHS CHECK SLAT SPAN FOR DESIGN LOAD SLAT AND SPAN CONDITION TO MEET DEFLEC710N < L/30 OR 2'. AND SPAN CONDITION TO MEET DEFLECTION < L/30 OR 2'. c LESS THAN ALLOWABLE AND STRESSESo� ALLOWABLE HAN ANO STRESSES LESS T � 2 FROM DEFLECTION GRAPH FOR 10 PSF rl m 2 FROM DEFLECTION GRAPH FOR 10 PSF J � READING FOR ABOVE SLAT SPAN = R1 READING FOR ABOVE SLAT SPAN = R1 Q .. N DEFLECTION OF SLAT D1 = K ' R1 DEFLECTION OF SLAT D1 = K • Ri O c uj r) 3 FROM GRAPHS SELECT STORM BAR FOR ABOVE SHUTTER 3 FROM GRAPHS SELECT STORM BAR FOR ABOVE SHUTTER O_ Z W WIDTH, SHUTTER HEIGHT, DESIGN LOAD k SPAN CONDITION .2 t5 U- . WIDTH, SHUTTER HEIGHT, DESIGN LOAD do SPAN CONDITION STORM BAR t TO MEET DEFLECTION < L/30 OR 2'. n TO MEET DEFLECTION < L/30 OR 2'. ' ce w m STORM BAR AND STRESSES LESS THAN ALLOWABLE ol AND STRESSES LESS THAN ALLOWABLE TRY STORM BAR SIZE N Q N m TRY STORM BAR SIZE j V 4 FROM DEFLECTION GRAPH FOR 10 PSF READING FOR ABOVE STORM BAR 4 FROM DEFLECTION GRAPH FOR 10 PSF J Q O g READING FOR ABOVE STORM BAR R2 = R2 DEFLECTION OF STORM BAR = Db K R2 DEFLECTION OF STORM BAR Db K • R2 p rn a EFFECT ON SLATS - D2 - Db/2 EFFECT ON SLATS - D2 = Db/2 - W to N 5 FROM GRAPHS SELECT HEADER SIZE FOR ABOVE SHUTTER 5 FROM GRAPHS SELECT HEADER SIZE FOR ABOVE SHUTTER WIDTH, SHUTTER HEIGHT, DESIGN LOAD do SPAN CONDITION WIDTH, SHUTTER HEIGHT, DESIGN LOAD 6c SPAN CONDITION HEADER TO MEET DEFLECTION < L/30 OR 2'. TO MEET DEFLECTION < L/30 OR 2'. AND STRESSES LESS THAN ALLOWABLE. (IF THEgE IS AND STRESSES LESS THAN ALLOWABLE. ' No HEWER HEADER TRY HEADER SIZE: SKIP STEPS TRY HEADER SIZE: 6 FROM DEFLECTION GRAPH FOR 10 PSF S do 6.) c 6 FROM DEFLECTION GRAPH FOR 10 PSF READING FOR ABOVE HEADER = R3 ° READING FOR ABOVE HEADER = R3 DEFLECTION OF HEADER Dh K • R3 DEFLECTION OF HEADER = Dh = K R3 c EFFECT ON SLATS = D3 = Dh/4 cn u EFFECT ON SLATS = D3 = Dh/4 W u 7 TOTAL DEFLECTION = D = D1+D2+D3 IN. 7 TOTAL DEFLECTION = 0 Oi+D2+D3 IN. = - � r /30 _ Ar�'t' F%v( �:ri. - !O . U Ls/30 c u c 0 0 NOTES: 1. IF FOR NEGATIVE LOAD D > Ls/30 ;EXPIRATIO.' t J� _Z.an Z c OR IF FOR POSITIVE LOAD D > Ls/30 OR 2 REPEAT ABOVE CALCULATIONS WITH LARGER STORM BARS AND OR LARGER HEADER. r110I)l3-r COWL ROL 1)1 VISION 2. DIFFERENT SIZE STORM BARS/HEADERS MAY BE USED FOR POSITIVE AND NEGATIVE LOADS. APPROYED AS COMPLYING WITH THE o IIt'll.ulNG COPE CO�ii't.LtNCL OFFICE SOUTH FLORIDA BUILDING CODE 1 0 3. USE ADDITIONAL CALCULATION SHEETS FOR DIFFERENT SHUTTERS ON THE SAME JOB. Engc DR. HUK00UN FAROOO STRUCTURES PRODUCT RENE%VED DAT Fu PE } 16557 as comply Ing with the Florida — aiding Code BY - MINIMUM SEPARATION READ. FROM GLASS cccptance No i-011 . PR T-CO DIV.S 0"1 FOR INSTALLATIONS FOR INSTALLATIONS :piano°Da T C II i ABOVE 30 F'T. OF GRADE UPTO 30 FT. OF GRADE 1 BUILDING CODE COMPLIANCE OFFICE nitr m MnNn nen nuF TO LARGE MISSILE IMPACT �,Ir11 4 By RCCEPTANCE h0. +�' 0 LI 0. Browing no. _ . m HEADER TUBE TYPE 2 ' -TWO SPANS r� HEADER TYPE 2 ' - TWO SPANS ti HZ-S2 m OEFL . AT 10 PSF H 0 0 m I 20-S2 CO Z I ❑ T Q. zo 40 D N J o to 0 in Nor U m HEADER o n _ I I I I Ii &n STORM p a BAR sN _LD 0 t nt wm w n ---nx e7 N � 72 ( I I t I t—�'�� I Z � �a`'a � � I I � I z H o coIXN O_ N 1 I I W I I ' vi 0 Woo ~ W ,h Z I I �. I � Ln tnm I I I y dW - : 0 t I g« STO M A H IIED _ N � I a i l9I i TWO SPANS a ton i � . i _.... . �.. ... N ttn o 40 60 80 100 120 140 160 40 60 80 190 120 140 160 0 � z SHUTTER WIOTH - IN . - TWO SPANS SHUTTER WIOTH - IN. - TWO SPANS THE CURVES ON THESE GRAPHS SHOW SHUTTER HEIGHT ----------- i a 3 Y m SEE SKETCH FOR REFERENCE a in I � STORM ( �. ( Q 0 w .. { BAR I ( \ / I � I r,, a 8 M HEADER TUBE TYPE ' 2 ' -THREE SPANS Ln HEADER TYPE 2 ' - THREE SPANS _ _ ox 0 HEADER O N ru I j H2-S3 m OEFL . AT 10 PSF IIS- l -— H20-S3 m I ( PRODUCT RENE%vFf) x t9 as cumpl}ung With the Florid„ lI a I N I I I Hill/ I buiding CuTe ] I II `rAcccptrnc,No 07-ey CD- 6 is I 2 Expirotiun Dat vl 1 Z' W I z N 6 II I I D ' W Y .j o flf' i Dante toduet ntrvi �' H CL LD si I z Di+isioq 1 I a ILII r _ _ w 67 ( i I ' m P(;0i e ICT P e.VtSF.� (I iOf 0: _ o .I I.ti' r . .r,.�rL- l°21• G l � I H N 1 t3. I i I I t/Y4 ( +1 � t9 I r.Xrtir.��rro�: v vk/XAT 111M I561), - - - '— o o c o - I w ; 1 Cr:\fJ;/)1.h11'1.`ill\ ` O I I I �` m I ( I I i H 'TO M 11 R T of u.ul�c COOL CO MPLIANCI.OFFICE •\�� .� Hm I w "" 11 I , THREE SPANS b W � 1 a EJ I --+ I 4 I I I Enge DR. HUMAYOUN FAR000 N m I I I I I STRUCTURES , t9 FLA. PE +ti557 APPROVED AS COMPLYING Vlrm THEcft = , ! I I ( SCM FLORIDA BUILDING COOS o ILII r 0.1T � _%L a w o u 1 ! I ( _ 19 I I I I 8 1 I ( I I 8Y11 -- drawing no. P',, Ci CO.ci OIv:S�ON n�'= II • u+ 4' STORM BAR - Tu0 SPANS b 4' STORK BAR VIIN INSERT-TWD SPANS u+ 4' STORM BAR uitN INSERT - TWO 6Pwn5 -// // / T� • b 4" STORM BAR-TWD SPANS NDEFL. 00 - m II NNm; I I ( ( 9i4 I-S2 m � 1 ( 1 I Ila1l ( AT IIB PISF I I 6+N 9dS2 DEFLAT 18 PSF TTT60-62 ! M-92 I o^ a z 0 o = bb- (D eLdI HEADER O ,Qi N Z 10 STORM I e o O d `. o 0 `�n I I I 2-I I -- !2E I rl 1 1 BAR I a W , m C IQ I I I I I ' m I STO4n B 1 t1: v �4 e- I I I I ( !. ( I ( ( 1 -'3 I I I I. I I I I W o O N I I Wm? I I ,•' 11 Ix � Z S dN 08 uN i I 1 I I I I 1_ I I I IJ Qom'= I I I I I I U^! ! YI I I IXH I I I �t�_—t I W O CID �� 0 CL °� i ( I I Hm: I I �m� I I I I I ( i I I y ' °o �m j ( I I 1w, i t I I I I I I d WN- � l I o o �; 9 I , I I °m? I (4�T I t l I �, I PRO , 1 1 t l I � �" z 10 ►-] zNs �t w -- � a 4 ' 1 I I I I >9 II I { 4 11111111 ! I I ' III m; lllll � lllli�) G 40 60 80 100 12B 14B 168 40 60 80 188 122 14H 168 40 68 88 1HH 128 148 368 40 60 80 12B 328 14E 168 ,o , o o + V PANS SHUTTER WIDTH - IN. - TWO SPANS SHU77ER WIDTH - IN. - TWO SPANS 3y SNUTTER WIDTH r IN. - TWO_SPANS SHUTTER WIDTH - IN. TWO S \ \ PROM REVISEDato TWO SPANS N ACCFPTA-,cr.-,o. q, -- /o Z D 1 0 r o w fn v THE CURVES ON THESE GRAPHS SHOW STORM BAR LENGTHS r.�rrizaTlo• ZOG L Z SEE SKETCH FOR REFERENCEuj ,111yolmom _ X N �i EUILt ING C:ri11E CU�I{1.1:��f.I:OFFICE o o-� —1 O1 QNm 1 m 4" STORM BAR-THREE SPANS an 4 STORM BAR - THREE SPANS ts 4' STORM BAR WITH INSERT-THREE SPANS w 4- STORM BAR WITH INSERT - TWEE SPANS ----� •� I a 3 Q � a N 54-53 m s 1` DEFT. AT 10 PSF N 1 961 11 IS4I-S3 m I I DEFL. AT IE Psi" 11 p ( p w p N I I f 1I I I I I I I S401-S3 STORM Q ri1 8 es ! 661` I ! I I S4 -S3 m ; I 10 - I I 1 1 I I BAR I I I � I r` Q to N 3 I 1 I f O t! III I 3 I I Oo N , , ♦ zi I I F- 1 I I I 1 I ( I I ' I HEADER tr I .I q 1 tz�2 I I - 1 I I m IYf 4 m 7 1 , III III 1 1 1 1 NQ 1 1 , CL IQ — �� I II ' 21 II 1 ! 11 a"iI I "� III111 ! II ► ! I . ' W e � � a I I ' I I m I ( 1 � 4 I NS , , i ' ! II IIII 1 ' ' z I a�1 I. I I W u W~ D ' ! I I I ! ( t CN: I I I r, I o W B F- i3 STORM BA o .. U n� I 1 I $ n ell Y. I 11, i m o 'u. N I I I I 1 d.. V I i ( Wm� ( I I Q W 1 z i I c J 1 m .. 1 z I ti W 11111 I I , ( m ' I I 1 ( 1 1 1 I1 I I I I I I o v Mm 2 _ O 1 ! ( , I 9 - 110 I ( I I r oW oma; m I t i � il1 � j881 1 mt � I ' I ' 11 ' 11111 II y I Cv (� a _ 1 o 111111 IIII II i mi q a I lEE I to 01 0 0 .0 o g ti I 168' , -I....r..r. ...r.. ?0 90 110 13B 150 17B 790 218 230 70 9E 112 132 ISO 178 390 210 230 70 90 118 132 ISO 178 198 210 230 78 UT R W 138 358 17B 190 PA 230 � \ \ PA S HU7TE R WIDTH - IN. - THREE SPANS SHUTTER WIDTH - IN. - TFREE SPANS SHUTTER WIDTH - IN. - THREE SPANS ` o I 6NUTTER WIDTH - IN. - THREES NS jHREE SPANS Engr. DR. HUMAYOUts ;AR000 STRUCTURES APPROVED AS COMPLYING WITH THE a Ftp PE f 1655: IRODUCT RENEWED SOtffHiORIDA BUILDING CODE Y s cumpl)ing with 16c Florida DAT E -._ 19 $ X uiding Code tA.OZ q ceplaace No OZ• 6Y _ -- r ►r�lion D p�DOUCT ONIROL DIV!SIG,4 drowing no. BUILO!NG CODE COMPLIANCE OFFICE 98-4 1! mi Dmk Pmdud Co rot tCCEPIANCE NO. -0 3%Lo sheet 16 of 1 �I SPRING-LOADED_STORM BAR ASSEMBLY `- -- SCALE: 1:2 0.72 O.D. x .065 " SS SPRING x X r O 5.500 2.750 (2) 03/16" SS POP RIVET x �! — 5.500 z E I x O X C/3 Cj 500 375 2.000 ALLOY 6063-TSD X (2) 14 x 1" SS SMS 1.000 3.000 .500 , o ii II i r a t as u o w 2 � 0 0 1� (1 �l 1 0 0000 Z ti> E/) w 01/4" x 1 3/4" PIN I II Y• ✓ e 4" STORM BAR INSERT `� d (SLIDING) 7.250 4" STORM BAR 4 STORM BAR INSERT z (FIXED) m .:.. :.: 6 WITH THE .:...... i„ t•InG DDE ¢ 4"STORM BAR , 4'STORM BAR INSERT 4'STANDARD BASE PLATE Vii.r 1 ZU_1000 ALLOY 61X15-TS ALLOY 6003•T5 ALLOY 6061-T6 OR 6005-T5 ' a W r :tip . y W � a n r..l,D1LEi .:..:. LL CIYIr10» in co ° ' Gll;L01f:G C09E COTS?Li!!;;CE MICE " O M 4.000 ACCECTAU1. 1110. 09/32 THRU. o TYP. 4 PLACES 3.000 500 TYP. 125 - • Q 0. R.388 1 o 0 x o • ` �.■O v f N 0 • I o O PRODUCT RENEIYEU 125 j to eoanplying with the L Fluddr Buiding Coyle IN Acceptance N061-0%(ll•pZ a ., N Eaplrytiuo Dute7TT0a: i o o , r �— o 0>- n B ri 9 'I n ` � �� M' t Uu uct Cunt Q "Islua 7 / d O .125 1.228 0 D.L. Fowler Professional Engineer O 1.500 Florida License No. a o a ✓ . PE 50458 4 M Ll 1TMP5 1.250 3 .�, ca 44 c a v 4 3'SPRING•LOADE=STOR,%l ASSEi►18LY y 1/4" MIN. r 1 L O oC INSERT TONGUE u ENGAGEMENT IIf+ > o I I I SIDEFRAME ; MIN. (4) 01/4" TAPCONO0 (SEE SCHEDULE 2) SKEET 6 OF 17 ® ' IW> TI Uno W I � r 0 0 0 0 ", i - - HEADER. 3 1/2 + , 1 ►,� 00 I _ 00 ►D II #14 x 3/4" SS SMS � - - I (SEE SCHEDULE 3) O / le U w U C1/4" x 1 3/4" PIN TYP, 1/a" JAN. INSERT TONGUE 3/4' MAX. �>• cn00 ^ 03/16" RIVETS TYP. ENGAGEMENT EXTENSION 3"SPRING-LOADED STORM BAR CUT SLOTS IN HEADER o #14 x 3/4" ss sas �d Q TO PROVIDE EMBEDMENT (SEE SCHEDULE 3) STORM BAR MAY BE REMOVED SHEET 6 OF 17 BY LIFTING UP&REMOVING o BOTTOM FEET& ROTATING AWAY W N FROM BOTTOM BASE PLATEtie Z (SEE SHEET 4 OF 5) 13/32 w TYP. Y m r^ CY Q O a" ff W > ON A PRODURENEW9 > C/) Q O CT f•,D as compfyiag with Ibe Fiurida Bui4in C MIN. (a) C1/4" TAPCONO Accepfaace No oZ•aY 17.6t U 'I. MIN. (4) 01/4- TAPCONO 114 x 1" SS SMS TYP. (SEE SCHEDULE 2) Espir Imaction Dale (SEE SCHEDULE 2) SHEET 6 OF 17 7 SHEET 6 OF 17 ,/ gy 9 00 tq 3" STORM BAR BASE PLATE M iUade x C i ust C tro! '�.� R; P4 V 3,000 PSI (1/8" THICK) 3,000 PSI ion u a G CONC. MIN. 1/4" MIN. TYP. TOP & BOTTON. CONC. MIN. •,.Qi v TYP. INSERT TONGUE i 1 , ENGAGEMENT is + rli.,.� :Miff 1111 Piai�n L77 • d C :L (ZOE 10b0 a d v a PSC+[1:ICi CC;i:I C! :111511 31 g 's Gll11C111i� CUA C0;,',RIR;iCE .OfrrICE I.Cc:rmra no. I CUT 3/8" DEPTH SLOTS IN CONCRETE TO PROVIDE EMBEDMENT + • o NOTES: C) D.L.Fowler 1.SEE PAGE I;f& Ifi/17 OF NOA M99-0311.41 FASTENER SCHEDULE Pro[csslonal Engineer ` FOR ALLOWABLE SPANS do DEFLECTIONS. O Florida Licensc No. I 2.ADHESIVE WARNING LABELS SHALL PE0050458 M BE PLACED ON THE BOTTOM SIDE OF SEE PRODUCT APPROVAL DRAWI:(G NO.9g=43 SNEET6 OF 17 � ACCEPTANCE$W-0311.04 A APPROPRIATE FASTENER SCHEDULE I - HEADER WITHIN 6"OF STORM B a AR. S 2.THIS SPRIN13•LOADED STORM BAR CANa 0(4)TAPCO.NS AS ANCHORS ARE LIMITED TO A SHEAR REACTION OF 232.111. III II N 3' X b' CENTER MULLION �U m 3 X 6' CENTER MULLION m 3" X 6' CENTER MULLIONn3xbS3-C N n3xbSi-C ru = I I I ( n3xbS2-C N m � I I I ( i I I I z00 F. el ' N . I f I 1 1021 I I N , I I 1 1 1 1 I z " M•-•1 .NNo96Oo , CO Lo t' -+ d o 0 .+ I • i i cn U. 1 1 1 �� = I i l l l I I I I aIS � I I I I I I I I oa a 10H T .D _ ► 12 I I � � 7 o .+ d I I I I I � ,, 1 I I (I— I I I I I I i N ., I Wm = ( I ( 1 1. I I I ( wm � Iaa 1 Wt9 I Of N _ I I 11 I a � 4 1 I ( I I I ! I I I O ° ;(XN Ix N I 0- a -, 1 2 - Z � � I I I 1 I dvio.. Z f f { 11 I I 1 W o z� I Hm - i I I N°' lsb I I I I I 1 1 1 1 ui Z ,n _ .. tnm - I I I i I I -' � tn N� I I W _ I o i I f I I 1 I I I I ' ZN J W ( I I oma t 1 . I f I I m - �0 I i 1 61 I 14 I I I i i m- t I I I i i I I Inx th ' 40 62 90 100 120 140 160 70 90 110 14H 170 200 230 Q cn r, 20 30 40 50 60 70 90 90 SHUTTER WIOTH - IN. - THREE SPANS SHUTTER WIOTH - IN. - TWO SPANS I` SHUTTER uIOTH - IN. - SINGLE SPANS c t,ir�i " CENTER MULLION END MULLION Z J N STORM BAR CENTER MULLION -END MULLION STORM HAR-, � LLJ I CENTER MULLION END MULLION ( tj'1 _ O W cg n _ N N Q N m m 1 (l Q to to '� .1 T• J I ^li l SHUTTER VIDTH �= I SHUTTER VIDTH P'"' T ' � �, a 00 SHUTTER WIDTH SHUTTER WIDTH . SHUTTER WIDTH SHUTTER WIDTH �rrLl r,1••( ''�',t to _ TWO SPANS THREE SPANS I I'lI,,%'I I h - ce V) SINGLE SPANS _QJ��SI��jO Z •• X 6 ENO MULLION 3 - - ' X 6 ' ENO MULLION m 3•• X 6 ENO MULLION N I I ( I M3XbS3 I RUII.Iu�1;('()Ili: gitl,i�1�1\t't.;�li Irce N 3 IM3XbSl to I I 144, I M3XbS2 "' 3 I ! I � I I 20" ( kulI i t t� I I i ( i I ( wPROV ED AS COMPLYING WIFN THr X, ICO I 4 I I I f ( SOUTH30RIDA BUILDING CODE � m I Nn , I I I a � - I I i I ! - _ u U) I a D - ! ( ' I ! I I ( I 1 e I I I 1 By , ` - 19�_ u 116 ISrf ;TER H I I , � I I ° - I I I A I I W 3 1 i f 1 Of Q I ( I ' PRODUCr CONrROL DIVISION W ( s I I I ( I v FUILO�NG CODE CMIPLIANCE OFFICE o Q N '_ f I ( I I 1 I ! I N 3CCEPTASCE NO. -0 311•p v_+ N Ln I I wn� I I I L44' 1 1 ' --�. Wm � N = 1 I I I f u o In I Wts I 1 ! MN . 1 I I f 1 C 1 a ., I I I I I z � � { t I z ( V s] = ( I I I H IQ U m 1 f 1 m - ! I 1`� I I I I N = ( f I I ' I Encs. OR. HJ►1AYOUN FAR000 PRODUCT RENEW F.n t~iI W '" _ 1 1 ! o I f 1 STRUCTURES as complying wish the Florida ev = W i I o 9 = I I I I I i , I ( I I ; ! i ! fL�L PE f Ifi557Uuidin ' b Code Y o ( ( , I f f ( AcceplanceNu00V/I• am) m 1 1 I j 3 �• i I i ( E:piratioa UrtT o 0 5 i L ( , I I , i , r•, . � ..y y drawing no. Division g 8-43 1 00 1 AGI 1[.01 70 90 110 140 170 200 e30 ,III I --—�------- ------ (3 SIRING-t.OAU[D STORM DAR ASSE,1BLY-I —__-- SCALE: 1:2 0.72 O.D. x .065 .t SS SPRING z I �! o -� y 5.500 2.750 (2) 03/16•• SS POP RIVET -- 5.500 � u u rn x k P--4 375 2.000 01/2" ALUM ROD (2) 14 x 1" 5S SMS 1.000 3.000 .500 ,500 -- ��,• ALLOY 6063-T5 W W <: 0 U A W , a -- I I 1-•1 jo 441, 1. fit (rt] 11 i'i �" L 0 0filv l�J 00 r 1. /�100 II I ("• fin—: �� .—t m t1:71 I I W V 02 II I U x /a 0II " PIN 0 /a x i 3 ,r ac O u � ^ 3" STORM BAR INSERT 3" STORM BAR INSERT H 7.250 3" STORM BAR (FIXED) (SLIDING) f SOUR COD[ Qc DATA 2. e000 _ <w W BY- AR — g 0 3"STORh1 BAR 3"STORht B91SERT X 3"STANDARD BASE PLATE -11, u ALLOY 6005-TS x ALLOY 6005-T5 ALLOY 6061-T6 P. �c -r ► r. r� GI,IIPt f C :�,.,.fE fi,flrc in W p, A 0 I � � K i:CCEi•ii;".:;E i�G._.4�1=�U.'L.1-�-1 e � � � O to > m 3.500 C7 U z 09/32 THRU. ,� o ►-� ►►� ,c .375 • a' TYP. a PLACES x 51 2.750 TYP. 125 O O x R.338 l o P4 R U � I' PRODUCT RENEWED 0 Q • o a v + - 11 as conlplyiag%it6 the Florida �►•i Bulding Code �iai(no rn Acceptance No 01-041).4 Z 091 Expiratiou Dale] poi G 00 o n: m ami Dade Ptuducl roi l '^ o �r '� N y Division 8 I � r•i cv - � ry y� 078 tn cm 1.200 X +Q t i 1.375 r. ri a a 0 -IleD.L.Fowler I yl �` ^•►}- Professional Engineer O Florida Liccnsc No. luras 1.250 PE 50458 3 3.000 V >- f 6.312 4.875 2.655 .100 TYP. 250 m 150 .100 TTP. _ CO 3' X 1' X 1/8' t25 v-i 10. 3 X 3' X 1/8" I 1.500 2.000 3'- X 3" X t/8" TYP. wp 4 o 1.500 1.400 3' X 4" X 1/8" r••+ N Cr 1.400 1.500 1.399 U N O 0 i LLL .250 _l tooL--5.875- 7.250 x .� d }�1 J+D R TUBE ��LT-OUT TUfl S W �` HEADER TUBE TYPE TYPE '3' 6005-rs z M S 6063-TS 6063-T5 Q i 1 6063-TSCL O COa 1.500 r-.437 1226--j w 3 1.375 1.200 I 1.198 1.243 4.000 ~j I GLI w N 7- 192 •v x.192 r a ZN< �( �-` 948 .993 �-- 094 .125 TYP. I o 2.000 •r 2.655 4.000 all 3.277 1.500 1.241 3.000 125 2' X 3- X 1/8" J a 078 2- X 4' X 1/8" Cr TYP. t25 2' X 5" X 1/8' n TYP. 125�I 1ip1 o LU M .385 fir-2.698 4.647 .195 W a t5Z too At 1)MINUM ANGLES 260 4" STORM BAR BRACKET �" ST RSM _BAE STORM BAR INSERT 4' STORM BAR 4" STORM 8AR INSERT �" STORM BAR BRACKET 6061-T6 OR 6ao5-T5 600s-Ts Q N T 6005-Ts 6061-T6 OR 6005-Ts 6061-T6 OR 6005-TS 6005-T5 6061-76 OR 6005-T5 d 3 Q V) co _ 2.700 QOw 6.000 2.000 4.000 t25 .250 1.7252.450 JO tl g .125 TYP. 125 .300 Itin I � Fr- X Oo � 1.475 tY N � `----------� 1.625 1.250 2.1215 3.000 I � 3.000 3.000 1.750 c o 125 _3.891 125 4.866 C: in v " X 6" MULLION ?" MULLION BRACKET „ MUMU LION BRACKET 2" X 3" M LU_LI4N 3" X 4" MULLION 6061-T6 OR 6005 T5 6061-T6 OR 6005-TS 6005-Ts 6005-75 6005-TSin C v 2 0 m .203 o c .222 3F .000 3.000 PRnDi?CT REVISED APPROVED AS COMPLYING WITH THE .L�n -/0 / O/ TH FLORIDA BUILDING CODE ._ I 7s nrc-1-1 T � 2-: �� l .o 3 050 TYP. 050 2 DAT -- 19 �- I i .050 1r 660 En9r. DR. WMAii FARt)OQ '(`iR.�Tln�A - _ - 2.550 1.604 2.526 1.000 --0 1.026 STRUCTURES BY 2.155 2.270 FUl PE 16557 1.935 L di r 1'KU�L ,O`TROL 01�'tti10!1 n J%f CURfkOI OIY:S-0N U?IP1.1,0CL UM f7CaILDIING CUD[ COMPLIANCE OFFICE o I � ODVCTRENEWED 1 1.600-j i•525� ACCEPTANCE N0.�V_0_s� .062 TYP. as cumpl�iog with the Ffud& .075 TYP. Guiding Cude drawing no. I I, Acceptance No 0 Z04 .a L 9 8-43 1.501 Espiratioo tt At T cint" TRArK BIT SIDE TRACK ery-"� sheet 2 of 1 ESJWNNILflzi�� OADED STORM BARFASTENER SCHEDULE— �� c BUILD-OUT TUBE, �tL Z _ O SEE PRODUCT APPROVAL DRAWING NO:98-43 SHEET 6 OF 17 z ACCEPTANCE N99-0311.04&APPROPRIATE FASTEANTR SCHEDULE O > o W 3" SPRING–LOADED PURLIN ✓ (SEE SHEET 3 OF 5) SLAT TOTAL LENGTH AND htlNL%fUht WIND VELOCITY&PRESSURE AT WHICH RENIOVABLE STORM BARS ARE TO BE > 114 x 3/4" SS SMS INSTALLED. (SEE SCHEDULE E) SLAT WIND PRESSURE (1) 3".DOUBLE BASE PLATE LENGTH*I #/Fr 2 V LOCrrY (MPH) I OR (2) STANDARD BASE PLATES sJ 37 25i / CIO tt J f 1 c� s;l lis �V " �14 x 3/4- SS SMS £0 212 u (SEE SCHEDULE B) STORM BAR DESIGN CHARTS 73 123 -3; U () ✓ 2 1/2" EDGE SEE 3"&4"STORM BAR (L� DIST. MINIMUM 60 .? - �, U 0 (� TWO&THREE SPAN Q St 2" x 3" x 1/8" x 1'-0' ALUM. ANGLE s� 62 (USE ONLY WITH STANDARD BASE PLATES) TABLES WITHOUT INSERTS too 35 51 o Q ON SHEETS 15 & 16 OF 17 110 24 43 STORh1IIAR CONNECTION 3" x 4" x 1/8" x 1'-0" ALUM. TUBE `' t2� is 23 � TOIIUILD•OUTTl/IIE 13: is !3 23 W9 ANCHORtg� c 2,.; Z A MINIMUM (4) 1/4ti " TAPCONS ® 3" D.C. f.OR, 3 w4� . A MAXIMUM TENSION IN CONCRETE OF 2452 ' 1'j S .iQ �] V► O ANCHOR If.) g . 13 0 N � ', MINIMUM (6) 1/4" TAPCONS 0 2" O.C. FORA s ,; QCoo MAXIMUM TENSION IN CONCRETE'BLOCKS OF 1020,°, 2 3 t s ' W ti V 210 3 p ANCHOR x MINIMUM (4) 1/4- LAG SCREWS 0 3" O.C. FOR A 220 2 12 • j Q O 1 > t-1 MAXI.AUlA TENSION tN W000 1640 L 'a3i 2 :1 [ $ � t Q 1 Z i i •SLAT TOTAL LENGTH IS CONSIDERED • a ' THE SAhtE AS THE SHUTTER WIDTH. ; O O vt .132 2.736 1.414 2.736 .125 3"DOUDI'�E IIASE PLATE E LYi LYi U ALLOY 6061-T600 aU sOUTII ,L,,;;�,t ODE O DATE_ O 2- 2000 O O O ' BYU11:tb1 C. .:i• �.� ,1;1, ; W 1 N oo N Cv BUILDIIN G c(,C F. Cbil,LL..:CE i':N'.� 8 [ M N �. l;CCEPTAHCE 1;tJ.9j- 1 N n PRODUCT RENEWED a` A - As comP10119 with the Florid: D.L.Fat�:le[ S to Buldiog Code .–+ Acceptance No 1-a111.OZ Professional Engineer p i Espl,�tion �1 Florida License No. 313 2.375 09/32 TYP. 4 PLACES / By P 50458 4 PLACES mi Ds Product ontrol Division 7.150 ✓ i a iE / BUILT-OUT TUBE 1 ao AS REOD. Z ao rn ANCHORS 'A' OR 'E' S �/ - - - AT 12' O.C. MAX. - - - - - _ Z 40 D W I �� 1--1 1.- N E- n o O do C4 0 SEE SHEET 6 FOR CONNECTION DETAILI \ I I I I J O t n z g TYPICAL ELEVATION cy npt F SPAN a o O - - - - - J ( 0: Li 10 01 I 1 t 1 _HEADER G4 w HEADER r- — --i EFlil� ! AS REOD. I I I O 0 AS REOD. a M " AS REDD. I IdwSTORM BARAs RED. STORM BAR I I 0 STORM BAR STORM BAR I I ( AS RED. I I I I[—ASORE DRM AR I I I I AS REOD. AS REOD. I I BUILT-OUT TUBE I 1 I I I I I AS RED. I I Q L to II I D — n �i W n N 1 t7 o W M I I TRACK I I I TRACK I i TRACK of Z J I I II ce I I II I I I SLAT ::) t; m O in 1 SLAT SLAT 1 I = i I 1 t o o� I I I I I a- 3 y ca V) I I I 1 I I I I I L I Qui i I 1 _ja0t5 8 I I I II I ANCHORS 'A' OR 'E tl I I I00 SEE SHEET 6 FOR A7 12' O.C. MAX I I— — =I � N — — _I CONNECTION DETAIL — O O O 0 O O F: 0 O O ( I Q .- Vl It ►�I11 TIPLE SPAN SECTION SECTION MULTIP E SPANK SECTION q SFn INC, 0 El 0 WALL MOUNTS BUILT-0 UT c PRODUCT Rr , ,vr.�r SEE SHT. 7 FOR .� STORM BAR SEE SHT. 6 FOR CCI7PTA.rI;.-;n AS REDD. STORM BAR CONNECTION DETAIL MULLION CONNECTION DETAIL _� MULLION AS REOD. -7 to IIiL_CA 2 iri�l• V O O 0 0O 11 O 1 lj llt%(;tO Cr Q p APPROVED AS COMPLYING WITH THEO °m'SOUTH FLORIDA BUILDING CODE EngrDR. HUMAYOUN FAR000 DAT N STRUCTURESPRODUCTRENEWED BYFLA. PE 15557 1 o_ as compl%ing with Th*Florida O 1 O O O Buidin Code Y N 12 X 3/4' SMS R UCT CON I. OIVISiON o Acccptance No 02-oV 7.01jj u e 8. O.C. TYP. E:piratiou Dale T BUILDING CODE COMPLIANCE OFFICE �I ( By ACCEPTANCE NO. Browing no. O O O 1 O h mi Dade P ct Contmi , • Di,{aon 98-43 t 4 MULTIPI F SPAN PLAN r SCHEDULE 3 � DIuEN5��N5 SHOWN Sh, S.: Sb ETC. ARE IN FEET. STORM BAR CONNECTION ' t FACTOR 1.25 FOR 2 SPANS STORMU11RnKOF SCREWS CONNECTKIN ap EACH LEC CAPACITY-iba Z m j 1.10 FOR 3 SPANS c9 ol j Sb STORM BAR HEIGHT i 1640z 4A t — — — — — — — — — —� 32 3280 0o 0- - - �. 3 4920 ►-� �... a44 6560 e 0 �- r Sw Sb X Pd X FACTOR r HEADER 0. BAR ANCHOR = P = As REDD. PR7T)U��T' RE SED �" � LOAD ON_ STORM 2 ( � Of SPANS) 1 I O M 14 SCREWS ACCEPT-1�Ct'Nn. - {0 q D/ O X n IFP > CAPACITY OF FASTENERS SHOWN, ANCHORAGE SYSTEM SEE SCH. 3 U w $ SHALL BE DESIGNED ON JOB TO JOB BASIS. — — — -I taTlr,.�T 10�:I` O 7 _!S_200 2 C>� Z n N 14 SCREWS _ O Q f SEE SCH. A til O a r, - m I I �1 c'ON l Rt)I.I►1\IION Ix tri 0^ STORM BAR BRACKET BL'It.UiNC CODE c0.NIPI.IANc1.a .T.-Ict. d a uj ; 'n STORM BAR BRACKET I AS REDD. ♦ AS REDD. rl 01I I STORM BAR a 9 M 0 ANCHORS AS REDD. STORM BAR BASE PLATE ♦ 1. . Z N 1:x:•1 °I STORM BAR CONNECTION w ♦ 11 \!1 I O 0TQ HEADER O O �" o II O of STORM BAR l _ s I ' O AS REDD. J cc n 0 14 SCREWS � 0 ANCHORS SEE SCH. 1 ~I I 4 PER PLATE rn n n TRACK SEE SCH E I I I ' STORM BAR I I I o W r7 AS READ. SLAT I I I I Of Z I I I ANCHORS 'A' OR 'E' I I I I W It 14 SCREWS I I I i AT STORM BAR LOCATIONS I 1 SEE SCH A e 2-1/2' O.C. HIN. ory I I p 14 SCREWS I I I I SEE SCH. 4� I I I I 2 ( I I I N �- cn a 14 SCREWS SEE SCH. 3 I I I i 2 X 2 X 1/8' ANGLE Q m \ I I SEE SCH. 'A' I i I \ I I I OR STORM BAR BRACKET I I I — I ? 3 O W ! — a _ — — — ANCHORS 'A' OR R WS O O — I I N14SCE J r i AT STORM BAR LOCATIONS O .I , SEE SCH. A 1 O J p� g I I SEE SCH. C I O I M 14 SCREWS O� O BALANCE AT 18' 0.lc. o/ SEE SCH. 3 \ 1 i F N 14 SCREWS ♦\\ \�\ \\\ 2 X 4 X 1/B' OR SEE SCH A 0 14 SCREWS \ 2 X 5 X 1/8' ALUM ANGLE SEE SCH. 3. CONT, 2 X 4 X 1/8' OR /ANCHORS M 14 SCREWS 2 X 5 X 1/8' ALUM ANGLES SEE SCH. 2 A7 STORM BAR LOCATIONS SEE SCH. 1 FOR LENGTH STORM BAR CONNECTION SEE SCH B At T STORM BAR CONNECTION NORM BAR CONNECTION NORM EAR CONNECTION BALANCE AT 18' D.C. TQ BUIt_T-OUT TUBE `s TO WALL (TDP & BOTTOM) SIF CEILING & FLOOR TO BUILT-OUT TUBE I i SCHEDULE B SCHEDULE E u SCHEDULE 1 SCHEDULE 2 SCHEDULE a SCHEDULE a u E PLATE ING BETWED STORM BAR CONNECTION TO WALL STORM BAR CONNECTION TO CEILING AND FLOOR TUBE CONNECTION TO WALL 0 STORY 8AR LOCATION STORM BAR BRACKET CONNECTION ANGLE CONNECTION�nONBE . OF SCREWS HOCON CONNECTION _ STORM BAR OF CONNECTION PER PLATE CAPACITY-Iba ALUM ANGLE NO. OF ANCHORS ANCHOR BASE CONNECTION ANCHOR ANCHOR ACf CONNECTION ANCHORS µTYPER MABTERIAL CAPACITY-Ib BRACKET r EACHLEGSCREWS CAPACITY-Olb�SCREY�S -IN. OF SCREWS CAPACITY-Iba 4 3288 u LENGTH IN, PER CONNECTION TYPE MATERIAL CAPACITY-IDs PER SIDE TYPE A CONC. 581 2 1640 1.S CONC. 485 A CONC. 1162 1' BRACKET 2 495 O A 3 1968 .75 �+ 4 2 A BLOCK 410 1 A BLOCK 704 2 A BLOCK 352 1640 i•5 3 742 WOOD 308 u o WOOD 616 E 2 4 820 c E WOOD 485 E I OOD 4' BRACKET 3 I 1968 .75 A CONC. 728 A (I CONC. 2324 A CONC. 820 4 2981 .75 c 6 ::t4 A BLOCK 728 2 A ( BLOCK 1408 3 A I BLOCK 528 APPROVED AS COMPLYING YIITH THE a O E WOOD 728 E I w000 1232 E WOOD 462 •► A CONC. 3486 A CONC. 820 En r. DR. HUMAYOUN FAR000 SOLgH FLORIDA BUIL CODE ^4 9 STRUCTURES PRODUCT RENE1�'ED -- 1 n _ A_ CONC. 971 I A BLOCK 971 3 A I BLOCK I 2112 4 A BLOCK 704 FLA. PE E 10557 es compis ing with the Florida DA 8 Duiding Cafe — _ _ 6 WOOD 616 E WOOD 971 E WOOD 1848 E Acceptance No 0 t.o y l 1•e t. 8 f $ g A CONC. 1213 A CONC. 4648 A CONC. 820 Expiration Da S� Tp DUCT CONE', Div SOY —�-� 10 8 A BLOCK 1025 4 A BLOCK 2816 5 A BLOCK 820 D BUILDIIIG 0001 CUWPL•ANCE OFFICE Browing no. E WooO 1213 E WooO 2464 E W000 770 �!r`,f 2 5 1999 111 mi Dade Product Control ACCEPTANCE N0.� T- 3�'�- 9 8-4 3 A CONC. 1456 A I CONC. 5810 Division o,Orr t7�n 5 A BLOCK 3520 sheet 6 0l 17 NANCHOR CHART 1 N _ ANCHOR CHART 2 N ANCHOR CHART 3 N ANCHOR CHART 4 (•� • N ANCH-t N - ANCH-2 N ANCH-3 ry 7 \,J I I I I I I ► � � I I I ANCH-` go to NN : I I I I I I N 3- ANCHOR $PACIN ; I I 3- H R PA IN z N ch ch CL I I I I I m I I I I I 1 I z IA LLJ p N 0 � N0 " s 1 oo 0. - 4 = I>♦ 0 � -d • _ _ I I NO • I I "•• I I QO 7 I I I I I I ( I >4 1I 1 I I O3-I ALCHQR SPACNS~ W 1\ �N I I I ZN : I l i l I I ZN . I I I I I I °N: co N" I I I N" : I I I I I ! I N-' I I I ! N" : I I I II I o � � H 1 11V) 0 - s C� w N n I I I IR- 1.4 m 3- +ACMC R SPAGIN i m ' I I I ( I I _ z C I I m - I I I I I toto I I I I I d WNL I _ I I _I I I I I i t I I i l l i I T_<I II I I I I o I I I r '� ' ID b- I I I �• 8'I I I I I � � IS I I i ID = 1 1 ( ( 1 � � . 20 30 4P3 50 60 70 80 90 20 30 40 50 60 70 8tl 98 20 30 40 50 60 70 80 90 20 30 41) 50 60 70 80 9tl MODULE WIDTH - INCHES MODULE WIDTH - INCHES MODULE WIDTH - INCHES MODULE WIDTH - INCHES Q N N ANCHOR CHART S N ANCHOR CHART 6 Z M ry ANCN-6 N ' ANcH_6 m U t` m to N N . N >- In c, i 6" At.IICHOR SPACZN� ( I 1 8-I ANCHOR SPACIN� I I � —� Q ~ m IDm I I I o = I I i I I I I MODULE WIDTH a 3 Y In I I I I I I I I I I ( SINGLE SPANS J a oill � $ USE CHARTS 1 THRU 6 TO VERIFY ANCHOR OJ to a REQUIREMENTS AND STRESS LIMITATIONS OF STORM a to I ( tj LOAD/SPAN COMBINATIONS. BAR N JL LMODULE WIDTH MODULE WIDTH SHUTTER WIDTH Z ry Z N : MODULE WIDTH = TWO SPANS I ( I I ( BOF SPANS U ST0BAR IIII I II ( { m I ( I I I PROP,UCT REVISM ACCEPTANCEN0. �Q- /02L OI MODULE WIDTH ! MODULE WIDTH---i-MODULE WIDTH e9 I m ' I I I :: FF THREE SPANS c I I I i EXPIR\Tfm n 7 /S _Z010 a o I ( 1 I I I I I APPROVED AS COMPLYING WITH THE v e : Pttru�l'( CoNIR 11.n1visi � PRODUCTRENEWED SOUTH FLORIDA BUILDING CODE ' ' ' ' Ill'll.l)I\(i c'(tUl:('(1\11'1 1.\�C'1.t)!'FICE as c11m Ivia Nilh the Florida _ 20 3tl 40 50 60 70 80 90 20 30 4tl 50 6e 70 80 90 ffuidingCodr ONT �- \S MODULE WIDTH - INCHES MODULE WIDTH - INCHES Acccpt�ocrNoUt-OYr7.0t _ 19 i DR. FlliMAYOUN FARC00 EsplullID 1107 BY__ �OtDIV!S',ON + z FASTENER SPACING IN MASONRY STRUCTURES CHARTS ARE BASED ON TYPICAL EDGE DISTANCE - 12d. TYPICAL ANCHORS F'J_ PE ( 16557 By UUCT co N 1 FOR LESSER EDGE DISTANCE DECREASE SPACING BY ANCHORO- 1/4' TAPCON 1-3/4• EMBEDMENT TO CONCRETE R miUydeProduct untrtrl BUILDING COOS COMPLIANCE OFFICE MULTIPLYING WITH THE FACTOR BELOW 1-1/4' EMBEDMENT TO BLOCK Di0siun O3it �4 e ACCEPTATICE NO. „ a 8 EDGE DIST. 12d-3. Od-2-t/2' 8d-2• d-1-1/2' d 1-1/4- ANCHOR j14 S.M.S./LAC SCREWS INTO WOOD. (S.G.- 0.47) tt 11 FACTOR I 1.00 1 0.86 1 0.71 1 0.57 1 0.50 1 1-1/2' MIN. PENETRATION. / 1` EXAMPLE: FOR 3' EDGE DIST. SPACING - 12' O.C. (FROM C►(AR")I _ drawing no. NOTE: ANCHORS. USE FULL EMBEDMENT IN CONCRETE BEYOND rn.�r MCT COANK ' - 7 x 71 - 8.5 O.C. THE COVERING (STUCCO, TILES, ETC.) 98-43 II it > ' , - • - -` 3" X 4 CENTER MULLION N 3'• X 4** CENTER MULLION m 3' X 4 CENTER MULLION ..N MM3X4SI-CruM3X452-C M3X4S3-C ru 9 co rn aIn n 4.. m O o o0-alu-4 N � o �n NN� °-� oaLq � ,0 i � Oa %n a 0 . w a 8 of IQ U �. 4 Nrq o I W (n N N . z M Wt9 I . Z Wm � N �N OSaQi n r1 O a o Z �1 LLj u 0 IQ z wt N M I-i Ln -v C9 Ln O p p m - W N N I f. st � o %° 132 32 i .d d d n 20 . 30 49 50 60 70 90 90 40 60 00 An 100 120 140 160 79 99 110 149 179 200 238 Q j m SHUTTER WIOTH - IN. - SINGLE SPANS SHUTTER WIDTH - IN. - TWO SPANS SHUTTER WIDTH - IN. - THREE SPANS r W (\ N CENTER MULLION END MULLION STORM BAR CENTER MULLION END MULLION STORK BAR CENTER MULLION END MULLION Z M L�LJt 1— K fo„ w w o. V) QV)m T Ow '^° SHUTTER WIDTH SHUTTER WIDTH. SHUTTER WIDTH SHUTTER WIDTH SHUTTER WIDTH SHUTTER WIDTH PRODUCT P� s�n -� ¢ ^rif c ACCE�TAhCF h0��– l0 2 j. U/ 0 � �a :° THREE SPANS o o INGI F SPANS TWO SPANS ESPh:YfIO?:r ^1j _ 2 Vo 7- � .-cn II m 3•• X 4" _ ENO MULLION BY m 3" X 4 END MULLION N 3' X 4" -END MULLION Yuo4., CO.VI'ROLui1'ISION N M3X4S1 N I M3X4S2 N FM3X4S3 BUILDt,NGCODE CO.iII' ANCEOl" ICK ➢3 96- N N N 1 L.IU E T >s! tv I I I m ( I APPROVED AS COMPLYING WITH THE 2 m � m .� ( I w -a I ( SOUTH fLORIOA BUILDING CODEcn •c N �� CL Ts I I DAT (L � � � BY w D I W RODUCT CONTROL DIVISION W I B9 Sl i Q v D^ BUILDING CODE CNAPLIANCE OFFICE d .. (n o 1 v 11 M4 a 0 N.�Al W c9 W m ( ACCEPTANCE N0.TV� cn �m � N tLti I N 0-13 I z� 14a , �m Hm 4 o 4.13 ~ Engr, OR• MUMAYOUN FAROOO 'r 7� TM Wm W r. 144 I I o 5 - I STRUCTURES PRODUCTRENEWF.D 3 0 1 p 9 ( � , fLk PE 16557 a�complying with the Florida m to 7 ( 1 I 0D I Duidin�Cole AcceptanccNo0Y0Y/>'•*2 = 't Expiration br m s� M e P t 00 5 9 99 .o .D - t111Y Dy �ucjdrawing no. ml ami b 98-43 AAA ...... Division ENTER MULLION 2" X 3' CENTER MULLION m 2•' X 3' CE M _ TER MULLION N 'r 2' X 3 CEN N N �2 112X353 C 1 m 11 X352-C � 2 co N 112X351-C ^' ; I I I m o, "' 2~ I S2 ch 0. 9 1 I I I I Zw 10 � N = ( a2 � = i I I i m ' I i i o N & tQ m �, m - ( { ( I N � I ( d o 0 LL. .4 Un) i oI N I x & a I I -D i ( I I ° , I I I I l I i p• a , � H i a � `` _ - 4 T R I v w - � I Oto W a Vim . s I I � - I � W � s z N .. �, � � I { Wtv I I OQ + to Wm = I I WN o. .I 1 ZQ I I ( dC 04 � 3i� ^n z � 4» I ;m ; I I i I I Nm . I w zN �n Ni W I I o , zN < � W I o is 11 d W .- � >v o - M 60- s u R H1 ' I = l3 1 s2 j o NX %D _ 7 1 i t I I rn (n - I 1Q I I � � 1 I I , In 20 30 4H 50 60 70 90 90 40 60 80 100 120 140 160 70 9H 110 14H 170 200 230 two SHUTTER WIDTH - IN. - SINGLE SPANS SHUTTER uIOTH - IN. - TWO SPANS SHUTTER WIOTH - IN. - THREE SPANS N CENTER MULLION END MULLION �d Z J CENTER MULLION END MULLION STORM HAR� ` W CENTER MULLION END MULLION STORM BAR _ �la Do � inLj U z � Of � U1 Q m I C = 1 ow Qj �, 8 SHUTTER VIDTH SHUTTER VIDTH SHUTTER VIDTH SHUTTER VIDTH O J a avo SHUTTER' VIDTH SHUTTER VIDTH J TMREESPANS (�D:;C�. pI.,V 1`'17,1) O o►= �iNC;I F SP NS �/Q SPANS PR,`'r; __Q_Ct.l 2�1 N 2" X 3" END MULLION N 2" X 3" ENO MULLION20o Z m 2' X 3•• END MULLION N - ---- N N - 112X353 -- - 112X351 I 1 112X352 ti _ ( I I r�• tV 6 1 kO11. . I ( (i�i .111!'hS(1� N , I 0 ( Ill Il I)ING Ct)1)1' 'i'.�It lll'1. N N : I I I a 1 i m , I I I I I I 54~ APPROVED AS COMPLYING WITH THE I n S 'JTLROA BUILDING CODE Lin N -a A CLy d 19 I I I DAT I ( _ a �D W� � 66 H TIER I I BY — W - - � Q , I I 1 1 ; RO OUCJ RUL DIVISION IQ T E H - '" I ' - N '" 1 8UIl0ING COOP COIAPLIANCE OFFICE c 0 UI 6» S (n - { I W m 1 I t I ACCEPTANCE NO 1 '" o 1 V2 I I I v o W m ? I I I N c W m N _ 0- IX N 0- 4 a. Z = I I 1 I 1 ( I (7 m I 1 I PRODUCT RENP%VED a z - I 1 H 1 L9 - I 7B I I N as complying with the FWriclu - H tD N ,. - I I Engr. DR. hUAIAYQUN FAROOO 13uiJinL Cute r to ( ( W WW 0 I ( STRUCTURES Acceptance No 02-0y/7-6z N Wo ( o© _ I . 1 I I I m E94 1 ( I Fu PE 1 16557 Espirutiuo u• e ��(W7 Y o I I s I I i i l I I I Qy a x a to 1 I I` I1 I I utni D a Pruduct C rul 1 Division drawing no.9 i 98-43 i 1 I I 1 li =-' , .. GENERAL .750. oo ■ >► N 080 1. BIG BERTHA HI-RISE ACCORDION SHUTTER SHOWN ON THIS PRODUCT EVALUATION .DOCUMENT (P. E. D.) HAS 7/CO' BEEN DESK�NED IN ACCORDANCE WITH THE 2001 ;EDITION OF THE FLORIDA BUILDING CODE. • 938° a 1.956"---1 BIG BERTHA HI-RISE ACCORDION SHUTTER SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (DADE / N � 1.938._ 'oo o r `r .10 ry 120" N r 1.645° 625" 2.284" BROWARO COUNTIES . DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1606 OF THE ABOVE MENTIONED CODE, FOR A BASIC a I N 200 "I 110' WIND SPEED AS'REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED, AND FOR A DIRECTIONALITY N N ,� I FACTOR Kd=0.85, IN ACCORDANCE W/ ASCE 7-98 STANDARD. L a N ( LO BIG BERTHA HI-RISE ACCORDION SHUTTER'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN N .D93' + n o no " ACCORDANCE WITH SECTION 1608.1.4 OF THE ABOVE MENTIONED CODE. in tb ,093" n iv a m I .07 m F- J 93" ,� � n � a r? in N o +? 0 2. STAINLESS STEEL SHEET METAL SCREWS USED AT LOUVER PIN SHALL BE # 14 x 3 410-HT MINIMUM SERIES W/ 000" 135.0 ksi YIELD POINT & 180.0 ksi TENSILE STRENGTH. SCREWS SHALL BE COATED WITH XYLAN 5000 SERIES 10" 151" FLUOROPOLYMER COATINGS AS MANUFACTURED BY WHITFORD Co, BOX 507, WEST CHESTER PA. 19381, OR 669" ALTERNATIVELY A #14 x 3' 410-HT MINIMUM SERIES W/ 150.0 ksi YIELD POINT & 180.0 ksi TENSILE STRENGTH, 1.969" f" -1.692" 0 175" W/ MAC DERMID INC. JS 500 PLATING AND MANUFACTURED TO ASTM F 59.301,692' vi 751' 2.233"-2 229' 4.550" MAX. 3. ALL ALUMINUM EXTRUSIONS SHALL BE 5063-TB ALLOY UNLESS OTHERWISE NOTED. �- 6D� (p WALL SILL tl.71 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES WALL HEADER (6005-T5 ALUMINUM ALLOY) 5• ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WfTH ALUMINUM MANDREL L HEADE SCALE: 1/2'=1" SCALE: 1/2"=1" B. BOLTS TD BE 2024-T4 ALUMINUM ALLOY, cALVANfZED OR STAINLESS STEEL WITH 36 ksl MINIMUM YIELD POINT. 7. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) 1/2"=1" (A) TO EXISTING POURED CONCRETE: (Min. Vc = 3 ksi) - 1/4"M TAPCON AND MAXI-SEI TAPCON ANCHORS, AS MANUFACTURED BY 1. T. W. BUILDEX OR ELCO TEXTRON. 1.434" - 5/16"0 & 3/8'0 RED HEAD DYNA13OLT SLEEVE ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX REF. - 1/4'0 x 7/8' CALX-IN ANCHORS AS MANUFACTURED BY POWERS FASTENING, INC, a 3.710' - 1/4"0 CRETE FLEX SS4 AS MANUFACTURED BY ELCO TEXTRON. 3.710in .679" NOTES: 7ccl 1.938" 630" 2.286", �d .698" 24" 2,388" a A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS, MAXI-SET TAPCONS & CRETE-FLEX SS4 IS N N as 1 3/4`, AND FOR REO HEAD DYNABOLTS SLEEVE ANCHORS IS 1 1/2'o A.2) 1/4'0 x 7/8' CALK-IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. NO EMBEDMENT _I ' oIn N - 1N C13 N _ F-1.25D -moi p INTO STUCCO SHALL BE PERMITTED. 1/4° 0-20 SCREWS USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO In X09 3" ao Q072' -� 72" Ln n EXIST, AND 1' MINIMUM FOR WALLS WITH NO STUCCO. tO :1161 TA.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR MM p72" �- o to rn FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE -062' 75 " 75 SHALL BE AS INDICATED ON NOTES A1) & A2) ABOVE. 342" 342" (8) TO EXISTING CONCRETE BLOCK WALL_ 36" - 1/4"0 TAPCON ANCHORS AND MAXI-SET TAPCON ANCHORS, AS MANUFACTURED BY LT.W. BUILDEX OR ELCO �--.9243. 03 6" 1.817' .07 .860° 1.852" 75" TEXTRON, I 1.692"-- W 3.367" - 5/16'0 & 3/8'0 RED HEAD DYNABOLT SLEEVE ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX. I SS.757" 2.230' C ALTERNATE SILL C 1 THRESHOLD SILL - v4 x CALKANCHORS AS MANUFACTURED BY POWERS FASTENING, INC. 3.S5D" O - 1/4"0 CRETEETEFLEX55FLEX AS MANUFACTURED BY ELCO TEXTRON. SCALE- 1/2"=1" NOTES: O CEILING HEADER © S 1 LL e.,) MINIMUM EMBEDMENT OF TAPDY N B MAXI-SET E ANCHORS & CRETE-FLEX SS4 INTO CONCRETE BLOCK UNIT SHALL SCALE: 1/2'=1' BE 1 1/4', AND FOR RED HEAD DYNABOLTS SELENE ANCHORS SHALL BE 1 1/2" B.2) 1/4*0 x 7/e' CALK-IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK. NO EMBEDMENT SCALE: 1/2"=1" SCALE: 1/2"=I" INTO STUCCO SHALL BE PERMITTED. 1/4' 0-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, AND 1' MINIMUM FOR WALLS WITH NO STUCCO, .062-""{ 3.361 n 8.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES B.1) & B.2) ABOVE. o (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE 1.006 �► -3.311" 630 ANCHOR'S MANUFACTURER. •188"- - 3'311" p85" 8. IT SHALL. BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE m . SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. Ln-062" o N 085" N •085 a ,f M )�� 9. BLADE Go AND THE KNUCKLES FOR CENTERMATES©®QI ,il�t & STARTER(DARE UNDER THE PATENT OF o I. YP• oo m o EASTERN METALS. "? (Typ,) o 10. EACH UNIT MUST BEAR A PERMANENT LABEL IN A VISIBLE PLACE WITH A WARNING NOTE INSTRUCTING THE C THRENCH TENANT OR HOME OWNER THAT ALL LOCKING PINS, AS WELL AS CENTERMATE LOCKERS MUST BE PROPERLY �3 "� 3.396" 1.500" - -i INSTALLED & BOLTED DURING PERIODS OF HURRICANE WARNING. I 531 D1 SILL ADAPTOR W f LIP THRESHOLD JILL 11. (a) THIS PRODUCT EVALUATION DOCUMENT (P. E. 0.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT SILL ADAPTOR ® ALTERNATE SILL ADAPTOR PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i. e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P. E. D. SCALE: 1/2"=1' SCALE: 1/2'=l" SCALE: 1/2'=1' (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION OF THIS PRODUCT BASED SCALE: 1/2"=1" ON THIS PRODUCT EVALUATION PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. o 5��9+`+ ' Ot � (rai F' (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED (Le. HIGHLIGHTED, MARKED, ETC.) IN. 0 4 b BY ANY MEANS. e , 74 j-- 'd For � � - c1 (d) SITE SPECIFIC PROJECTS SHALL 8E PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH.WILL " . I ? O+' BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER y19 y�9 USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED' ENGINEER TO THE P.E.D. ENGINEER SHALL �• 504" 0 p4" .990" )"'r SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. 0. m. 5 0 0 1,319" O 1 1' ) +t I ) m M D SIGNATURE OF THE PROFESSIONAL ENGINEER OF P HALL BEAR THE TE AND ORIGINAL SEAL AN o: e THIS .E.D S DA -}-� M n RECORD THAT PREPARED IT. 1..656 1.656 7':Na N N F• B G 1.965" 1.985" 0 62' .062" ASSA / BIG BERTHA HI-RISE ACCORDION SHUTTER ns SHOWN SCALE 180° STARTER 900 STARTER �a�ay 3�'4�°� SCALE: 1/2"=1" ' SCALE: 1/2'=1' 90' STARTER MIL E C ® mc. AMERICAN SHUTTER SYSTEMS ASSOC;,INC. DATE \J' 4268 WESTROADS DRIVE ,f 02-122 SCALE: 1 2"=1" -� + TIt1JT TESTING & ENGI NEERING COMPANY RIVIERA BF4CH FLORIDA 33407 / t �/ N.W. 36th. St.,Sb. 217,VIRGINIA GARDENS, Fl. 33166 EB-°0°6719 (305)871-1530 . Fax : (305 71-1531 No �d�ON DATE REV. No WE DRAWING No WALTER A. TILLIT Jr. P. E. 1 3 SHEET 1 OF 10 ` FLORIDA Lic, 44167 a ANCHORS CONICRErEp��CONCRETE (SEF 5C}IEDULEJ Kwui� CONCR ANC14 (SEE SCHEDULE) (SEE SCHEDULE e a.. . ' a"a E. 0. POURED CONCRETE #14x 3' S. S. S. M. S. a e a:' a a OR C]NCRETE BLD a:, W/1/2' 0 x 7/8" LANG a a Da a e a G a Q WNL REQUIRED ° • NYLON BUSHING. EQ EO ed da° .. (1YP.TOP do BOTTOM) d a CONCRETE ANCHORS o _ a a e '. ed. da a .. n ° Q EIF DGE SLAB (SEE SCHEDULE) EXCEPT AS NOTED. ° � ° q°In CABLE EDGE OF SLAB 4 #14x 3" S. S. S. M. S. d ° a °. IF APPUCABLE e a a .,e a ° I I a ° ° #14% 3' S. S. S. M. S. a' yy/1/2' i % 7/8• LONG NYLON BUSHING. ° e a a I I,a e i W 8' LONG (TYP. TOP at BOTTOM) NYLON 9USHNG- W/1#14 " S. 5. 8 M. S. B W/1/2' • x 7/e' LANG I CM. TOP ac BOTTOM) a EXCEPT AS NOTED. fa a, da NYLON BUSHING. a, d n q '° d I AS Top NOTEDM) I EXCEPT AS NOTED. B M. °'• ° I I #14x 3' S. S- :4.. I I 1 I I I S. M. S. W/1/Z. a 1 S 5 M. S. W/ /2. /1xLLONG U NY4BUSHING. S. �ORPOURCONCRETE O #14x 3' S. s NYLON BUSHING. xxi G ® II IIU S. M. S. Wile REQUIRED BUSHING. LII I d a NYLON BUSHING. I I I I u G � I G ORM p de. a d LI IEEE SCHEDULE I ° I SEE SCHEDULE �.i FOR MINIMUMMUM OR FOR MINI ° ISE ARA' GLASS To G ORO) ISEPARATION TO EXISTING GLASS SEE SCHEDULE I I G OR ')�J FOR MINIMUM I i I I SEPARATION TO o m b EXISTING GLASS I I I SEE SCHEDULE OR I I Im FOR MINRdUM .R G I "'� I I I I SEPARATION TO OR®I EXISTING GLASS G �r I I .. # 14 k 1/2'"S. POURED CONCRETE I S. M. S. ® 6 O. C'I OR CONCRETE BLOCK I # 14x2' S. M S. N. S. WALL REQUIRED 14 x 3/4'"S. S. I (TYp. BOTTOM) a.• V� Iinz S. M. S. o b O. C. I .d c q• a ° a _ XQm a ae a E OF SLAB Na asI I aa FAPPLICABLE O EDGE Of SLAB IF APPLICAEE ad I a a d W `4 '0 ° <�Am C a a d i.LI a a a s e. a vd d � .d a ' a POURED CONCRETE REQUIRED D C. a POURED CEE oE +——E �RETWI D.- CONCRETE SE 0 R& FLOOR CEILING & FLO CONCRETESCHEDULE) CEILING aEE O N d' TA I ` �• � " " ED)) MOUNTING INSTALLATION MOUNTING INSLLATI o.. CONCREE ETE WALL MOUNTING INSTALLATION SECTION 8 SECTION B2 vt SCALE: 3/8' s 1' '�' OR '� SCALE 3/8' = 1" a PDLI� SECTION Al .. a' RED IL WALL REQUIRED SCALE 3/8' 1• C� # 14x3/4" S. S. I S. M. LL II LL MOUNTING INS T L SECTION A _ ,, # 14x1/2' S. S. S. M. S. 0 6' O. C. °Z ORO ' FOR TOP U Fl13TEN R) n 3 �f # 14 x 3/4'S. S. w ^ �g S M. S. ® 6 0. C. OR® -� �� POURED CONCRETE °. .d o EDGE OF SLAB REQUIRED EDGE OF SLAB r a o IF APPLICABLEe I °. : IF APPLICABLE d - a C 14x2' S. S. S. M. S. # 14 r t/2' BpTTp►�1) S S. '.L M. S. CTYP d B a ° .a 1 O b' O. C. ` X CONCRETE ANCHORS a i # 1# x 3/t` 1 I a' . POURED CONCRETE ° a d This is Not A *;- #� a ° a'a (SEE SCHEDULE) S. S. S. M. S. U. REQUIRED EQ Q M� a C. d a CONCRETE ANCHORS INSTALL.ATO 1" Univ For Ong . , F B. (SEE SCHEDULE) SECTION B (ALTERNATE) As sHpwN SCAIE I I e LOOK TAIL Assa BIG BERTHA NI-RISE ACCORDION SHUTTER a A . . . REMOVABLE F DE MOUNTING INSTALLATION 3 DATE A a'a e . a14102 d• a too" DATE — SECTION 82A AMERICA SHUTTER Sl'STEI�tS ASSOC.,INC. NCRE� ANCHORS L " C O 1 N C. 4268 WESTI?WS DRNE 02-122 POURED CONCRETE (SEE SCHEDULE) SCALE: 3/8' = 1' _ RIVIERA BEACH, FL ORIQA 33407 REQUIRED FLOOR R = �- LUT TESTING Jt ENGINEEWNG COMPANY DRAWING Na REMO�lABLE `�— ^, 8 N.W. 38th.' ..Sb.217.VIRGINIA GARDF�iS,153133188 1N7E INSTAL E. D. = EDGE DISTANCE Phone: (3os�e7t-te3o. Fax:(3a` - ,tw t+o a SHEET 3 OF 10 MOUNTING INS �-00067,9 e (SEE SCHEDllLE ON — �` "tl ' 5 N WALTER A ic- 4 6 3 — SECTION B 1 SHEET 8 OF 10) fLDRtDA If 4t,67 SCALE 3/8' � 1' POURED CONCRETE POURED CONCRETE OR CONCRETE BLOCK PD CONICFVE OR CONCRETE BLOCK WALL REQUIRED �14x 3"S S. S. N. S. OR CONCRETE BLDCK WALL REQUIRED W/1/2" 0 x 7/8' LANG WALL REQUIRED - (SEE NYLON BUSHING. (-tv.TOP $ BOTTOM) e a a e EXCEPT AS NOTED. ETE ANCHORS SCHEDULE) 1/4" 0-20 S. S. BOLTS °. W WASHER (GOA� 1/4" 1-20 S.A S. BOLTS a 4° 4 °. OO. G ve: v. W/NUT A WASHER O B' O.C. e v ' OR1� e, a ° q• 1' Min M,n. 1 4' It-20 S S. BOLTS a_ E Min. #14x 3' S. S. S. M. S. _d c Q a d ER O 6' O.C. W/1/2' • x 7/8 LONG a a _ WASH e lfF do o VY N NG Q NYLON BUSHING. Q / d NYL v o14x 3' S. S. S. M. S. in 4 (TVP. TOP h BOTTOM) W/1/2' ♦ x 7/8" LONG 'o ° EXCEPf AS NOTED. 4 a a e ■ a NYLON BUSHING. _ a B B (TVP.TOP 8 BOTTOM) F < — _ EXCEPT AS NOTED. v. t.i d v I p a.. `a I (REVERSELY ORIENTED) _ - a e e• I a 9 d e I w ♦.. a .a #14x 3" S. S. II _. S. M. S. W/1/2" A x 3/4' LANG #14x 3" S. S. NYLON BUSHING. #14x 3' S. S S M. S. W/1/2" I S. M. S. W/1/2'0 I I x 3/4' LONG ° I° NYIOR BLONGUSHING. I NYLON BUSHING. I I d ° ALTERNATE U tII�� I LJ I CATION I TERN u I OR NATE LOCATION G EXISTING I GOR( LOCATION ;` ORO I EXISTING I GLASS SEE SCHEDULE FOR Min. ISEPARATION To DUSTING EXISTING I GLASS I GLASS GLASS I SEE SCHEDULE FOR Min, MiI (x' OR SEE SCHEDULE FOR Win. � SEPARATION TO E)QSTING I SEPARATION ISTING �` ORO) I GLASS TO EXG OR GLASS } 14 x 1/2" S. S. d ALTERNATE 5. M. S. 1 6' O. C Q I .q�l�- v L CATION 0°d (REVERSELY ORIENTED) O F a a v a Nri 2°R% I m i p TERNA ai CONCRETE ANCHORS I ALTERNATE , d ° I # 14 x 1/2' S. S. LOCATION CONCRETE SCHEDULE) LOCATION a w A. a 4 x I S. N. S. O 6' 0. C. e EL cs (REVERSED) B -74 41 uj Vi in I ° f•- G . ° w EQ EQ 4i 8. v' S. M. S. 6" 0. C. d-° (REVERSELY ORIENTED " Q a a 0. C. W NUT h WASHER v d • 'n E CONCRETE ANCHORS ° e i(! 14 x 3/4 S S. 1/4" l-20 S. S BOLT O 6' a a• a Cr (SEE SCHEDULE) S M. S. O 6 0. C. / EQ 1" Min. _v POURED CONCRETE ° G 1/4' 0 20 S. S. BOLT id e d''a 1/4' 0 20 S. S. BOLT OR CONCRETE BLOCK � d.,n O 8" 0. C. W/ NUT dt a0. WALL REQUIitED ° OR® WASHER a WASHER C. W/ NUT 8 CONCRETE ANCHORS WALL MOUNTING INSTALLATION (SEE SCHEDULE) POURED CONCRETE POURED CONCRETE OR CONCRETE DOCK — OR CONCRETE BLOCK WAIL REQUIRED SECTION A2 WALL REQUIRED SCALE: 3/8" _ TION ALTERNATE BUILD-OUT INSTALLATION BUILD OUT INSTALLA SECTION C SECTION Cl ` ° " SCALE: 3/8" = 1 r lid d l For r, ., SCALE: 3/8 F. B. C. INSTALLATION IETAI-LS AS SHOWN E D. = EDGE DISTANCE ASSA / BIG BERTHA HI—RISE ACCORDION SHUTTER S�� (SEE SCHEDULE ON 3/14/02 SHEET 8 &9 OF 10) �x+_�� DATE AMERICAN SHUTTER SYSTEMS ASSOC.xlNC. /TILI E C O i N C. 4268 WESTRLLADS DR" 02—122 nwT TESTING ENGINEEmmG COMPANY R141ERA BEACH, FLORIDA 33407 8595 N.W. 38th.St.,Stx. 217.VIRQNIA GNiOENS,Fl.33188 LATE DRAWING Nu Phan.- (305)8'/1-1530. Fax: (=)871-1531 REV.Rb DtStWw7pN 817E REV. w r7�Pn0N EB-0006719 a SHEET 4 OF T D WALTER A. TILL IT Jr. P. E a FLORIDA Lie. If 44167 1 PORED CONCRETE [7pEQ' CONCRETE CONCRETE ANCHORS �14x 3" S. S. S. M. S. REQUIRED #14x 3" S. S. S. M. S. 0REQUIRED { SCHEOULO VI/1/2' 0 x 7/t1" LONG W/1/2" 0 x 7/8' LONG NYLON BUSHING. E. D' NYLON BUSHING. E D. (TYP.TOP & BOTTOM) [r--EQ'— EQ CONCRETE ORS (TYP. TOP & BOTTOM) Q EXCEPT AS NOTED. (SEE SCHEO ) EXCEPT AS NOTED. f f . III 's'f a de a 4 ° 11, q f d f d d6.. .e d ' d f A OOR OOR ® O EDGE OF SLAB f f e I�* q EDGE OF SLAB OR OR ° IF APPLICABLE ° f IF APPLICABLE F B 6I I (REVERSELY ORIENTED) I (REVERSSELY ORIENTED) i #14x 3" S. S. I #14x 3" S. S. EXISTING I I s M. S. W/1/2. 0EXISTINGI I S. M. S. W/1/2' 0 I�SIASS x 3/4' LONG I/- x 3/4' LONG fr ( I NYLON BUSHING. I I I NYLON BUSHING II I IF I II u I uE OR OR IM: SCHEDULE GOR® I SEE SCHEDULE G OR( F! MINIMUM FOR MINIMUM �F ARATION TO SEPARATION TO IEXI'TING GLASS I EXISTING GLASS m G OR@ I a J ORO+ ®+ N a a (REVERSELY ORIENTED) I mx Vj — — — — — SPAN }_ # 14 x 1/2' S. S. S. M. S. ! O e" 0. C. ( (REVERSELY ORIENTED) nz # 14Ix 2' 6 # 14 x 3/4' n_ S. S. S. M. S. EDGE OF SLAB IS. S. S. M. S. (TYP•I�M) A L F APPLICABLE 6 m e 0. C. (REVERSELY ORIENTED) G OR - d' .d A d I If f .4. A). ... . . . 4. . /. ,.. ., EDGE OF SLABPOURED O OR� OR POURED REQUIRED NCRETE EQ IF APPLICABLE POU REED IREO —E. D. D. ► ► F F ( CONCRETE ANCHORS OR (SEE SCHEDULE) CEILING & FLOOR CEILING & FLOOR OR OR MOUNTING INSTALLATION MOUNTING INSTALLATION OOR OR TYPICAL ELEVATIO — SECTION 83 — SECTION 85 ® + ®°R OR N. T. S. SCALE: 3/8" 1" ISEE SCHEDULE SCALE: 3/8"8" = 1" OR + C� FOR MINIMUM G OR© EPARA EXISTING CLASS EDGE DISTANCE I C (SEE SCHEDULE ON I o (REVERSELY ORIENTED) SHEET 9 OF 10) I N3 I z (REVERSELY ORIENTED) I ^ # 14 x 1/2" I g� S. S. S. M. S. # 14 x -3 —{ o e" 0. C EXISTINC I S. S. S. M. S. GLASS . 5" D. INSTALLATION DETAILS ,� �� y` f• ° F. B. C. POURED a a • ASSA / BIG BERTHA HI—RISE ACCORDION SHUTTER A5 SHOWN CONCRETE f A' °' ° SCALE REQUIRED f d. ° EDGE OF SLA133/14/02 CONCRETE ANCHORS 1.000' IF APPLICABLE AMERICAN SHUTTER SYSTEMS ASSOC,INC. (SEE SCHEDULE) D. 1 i L E C O I N C. 4268 ME57ROADS DRIVE DATE CEILING & FLOOR MOUNTING INSTALLATION � nFkN. TEsnNc 8 E7,VIiEERING con. 331 RMERA BEACH, FLORIDA 33407 02-122 —•% N.W. 38th. 5) Ste. 217, Fox CMn7E7/5, Fl. 33166 Phone: (305)871-1530.Fmt: (305)871-1531 AEVWE10EL f1ESCR1�00N 047rDRAWING No SECTION 84 SCAL, 3/B- _ ," - -nra �, .:ti EB-0006719 WALTER A TILLIT Jr. P. E' ts FLORIDA Uc. 1 44167 s 4 SHEET 5 OF 10 POURED CONCRETE OR EXISTING GLASS CONCRETE BLOCK WALL CONCRETE ANCHORS ---REQUIRED ----- --------------------------------- ° ° e0 O ,2' 0. C ° URED CONCRETE OR G e - -- ° 4. n CONCR REQUIRED E ®OR OR®OR B OR pay ° I a' 1' x 2. OR NOTES ON LOCKS : APPLJC48LE TO LOCK DETAILS SHOWN O e it . a sw ' + + _� �' , 1 1/2' x 1 1/2' OR ON THIS SHEET ©� rn 2• x2' OR x3' OR C D N m c * LOCKER�C +{a+®SHALL ALWAYS BE USED FOR ANY SPAN AND a W�f- 2' x4' OR2' x5' x .125' TIONS ° - OR OR + w�`o ix 2.000 OR 2 1/2 x 7' x 3/16' INSTALLA AT ANY ELEVATION INSIDE OR OUTSIDE \_/ v N� ALUMINUM ANGLE o r---- -� (6083-T6 ALLOY) 3/16. 0 ALUM. POP RIVETS OR — # 14 x3/4S. M. S. ---- ------------ ----1— -- --------- - --------------- - S. M. S. AT9' 0. C. 7A G G E OOROR(goR©OR a + F 90 G 3/8' ! HOLE �,,' OR @+§).R G FOR LOCKING PIN OR® OR + C� LOCATION VARIES CONCRETE,ANCHORS N M i i 11 1 I ------- W/ STACKING (TVP.) r--------'1 O 12" 0. C. y DUSTING GLASS ✓� r , K L--------i ---J --�--- — --= --- — — -- --- — ----- -----1----1----------- - -�--�-------- °d 9 -POURED CONCRETE OR (AT CENTER OF SPAN) CONCRETE BLOCK WALL 1" x 2' OR ° REQUIRED 2' x 2" x .125' ALUMINUM ANGIF conCRETE SECTION D (6063-•T6 ALLOY) �:. ° 0 12* 0. C. SCALE: 3/8"-l' G G G r-A N F o F1a^ r � 11 � Q F N M �WI1� K :EL -----, K(A ) (AT CENTER OF SPAN) T CENTt7Z OF SPAN�• 2" X 2" X 1/8'Num. TUBE: N (6063-T5 ALLOY) •000"r G SECTION D-1 (MULTIPLE SHUTTERS) 14 x 3/4" S. M. S. SCALE: 3/8'=1' OR 3/16' 0 ALUMINUM 3/16' 0 Num. POP POP RIVETS O 9' 0. C. 11 SIVETM.S OS.R # 14 x 3/ " 1' x 1' x 1/8' ALTERNATE CLOSURE DETAIL W/� Q F O 9' 0. C. cryp.) CONT. ALUM- ANGLE SCALE. 3/8'_1' (6063-T6 AU-aY) 4 - 3/16' ! 3r X 3' X .090' OR 3/18' 0 Num. POP G ALUM. POP RIVETS 2' % 2' X POS1/8' Alum. RNETS OR 14 x 3/4' E OR 4 ! 14 x 3J4' TUBE POST G M S. M S. (Typ. z' x z• x ,/9'x S. M. S. SECTION E 0'-2'ALUM. ANGLE O 9' 0. C. CTYP•) 3" x 3' x .090' OR E K (AT CENTER OF SPAN) SCALE: 3/8'=1" �, 60 -Ts ALLOY 2' X 2' X 1/8' Num. TUBE 'r (8063-75 ALLOY) r-1 r"i t I CONCRETE ANCHORS GLASS O 12 C. E POURED CONCRETE OR , 1' 3" x 3' x .090" OR CONCR7EU BLOCK WALL 3/1b' 0 Alum, POP 2' X 2' X 1/8' Alum. TUBE I r---- ---1 OR OR OR©�+ ° i F Q IRE RIVETS OR 14 x 3/4' (6063-TS ALLOY) N LJ L 1 le S. M. S. C + p oR C + OR 2 ANCHORS 9" 0. C. (Typ.) c 1 1/2' x 1 1/2" OR EACH ANGLE ,, �a1 ��` 2" x 2' OR 2' x 3. OR EDGE OF SLAB �+ a �ON OR\D . V 2" x 4' OR 2' x 5' x .125' r - '-'1 OR21/2' x7' x 3/16' SECTION E 2 3/,s• 0 Num. POP T ALUMINUM ANGLE ISOMETRIC RIVETS OR 14 x 3/4' 0�' (6063-T6 ALLOY) (CORNER POST) SCALE 3/8'=1 S. AT TOP 0 M.9' S. I_-- 1 _—- OR13/16- 0 ALUMINUM tc 80 OM SLABS) O 9' 0. C. (TVP.) — - (TOP'do BOTTOM) OR POP RIVETS O 9' 0. C. L�----� E his i- ki. G N III � � 1 I ,•x,•x, Gor,L CONNECTIONS 11 j .. Alum. ANGLE F. B. C. (6063-T6 ALLOY) OF ' O N M r J L, I( * Cl 'NF1 ASSA / BIG BERTHA HI—RISE ACCORDION SHUTTERAS SHOWN E SCALE L------J CAT ENTER OF SPAN) OF, o FF or F1 ONE SIDED SHUTTER: END CONNECTION DETAIL_ 3/14/02 M i 11 �`J SCALE: 3/8"=,• I L ECO AA/ER/CAN SHUTTER SYSTEMS ASSOC.,INC DATE K ** N C. 4268 WESTROAAS DRIVE J L (AT CENTER OF SPAN) TILLfT TE"NG Jt ENGINEERING COMPANY RIVIERA BEACH, FLORIDA 33407 02-122 i-_i �"''> 859D N.W. 30th. st.Sta. 217.VIRGINIA 6AROU FL 33148 L--------J - "" �, Ptwne (3O5)SIt-,:t30 . Fmc j )87,-1531 AE7!AblxAaN OA,E AtY. Ne GE7KW MTE SECTION E-1 EB-0006718 DRAWING No �a - WALTER A. TILLIT Jr. P. E : FLORIDA U0. 44167 a I SHEET 7 OF 1D MAXIMUM DESIGN PRESSURE RATING (SEE ANCHORS LEGEND BELOW. (SEE ANCHORS LEGEND BELOW. (SEE ANCHORS LEGEND BELOW. MAXIMUM DESIGN PRESSURE RATING 'W' fn�, s.f.) AND MAXIMUM DESIGN PRESSURE RATING "1N' MAXIMUM DESIGN PRESSURE RATING 'W' °W" (p.S.f.) AND CORRESPONDING CORRESPONDING_MAXIMUM ANCHOR SPACING (n.) SCHEDULE. + (ns.f.) AND CORRESPONDING MAXIMUM (12.3.f.) AND CORRESPONDING MAXIMUM MAXIMUM SPAN "L" SCHEDULE. (VAUD FOR SECTIONS A, B, B1, C & Cl ON SHEET 3 & 4). ANCHOR SPACING (in.) SCHEDULE. + (VALID FOR SECTIONS A, Al. B, 91, 82, B2A, C & C1 ON ANCHOR SPACING (in.) SCHEDULE. + WALL MOUNTING WALL MOUNTING (VALID F EET 3). SHEET 3 & 4). INSTALLAITON INSTALLA71ON MOU�NTOtNG,lNS�'Tpf1A7TQN &U. MOUNTING WALL MOUNTING NOTE AT 70 CONCRETE M AT TO MOR BOTTOM TOP OR BOTTOM INSTALLA7)ON INSTALLATION FLOOR CSTALL MOUNTING INFJUW TIO MAXIMUM AT TOP AT BOTTOM TOP OR BOTTOM DESIGN LOAD ( (TO CONCRETE) MAXIMUM (TO CONCRETE) CONCRETE OR MASON CONCRETE DESIGN PRESSURE RATING CORRESPONDS ONLY TO NEGATIVE SECTIONS A, C & Ci SECTIONS A, C & Cl SECTIONS B & Bi DESIGN LOAD SECTION Al SECTION Al DESIGN LOAD SECTION B2 &)B2A PRESSURE (SUCTION) LOADS, IN ACCORDANCE WITH ASCE 7-98 »W" (Pf) S P SHU SAN SH AN AN H AN SHUTTER SPAN CRITERIA FOR A GIVEN OPENING. IF NEGATIVE PRESSURE " (P s f) "W' (p.s.f.) VALUES COMPLY WITH THE REQUIRED PRESSURE FOR THE 5'-0" '-D' W-6' 5'-0' '-D' s'-6' 5'-O' s'-0' a'-6' '-o" '-0" a'-6' 61-0' 5'-O' a'-a' 5'-0' 5'-0' 'MAX OPENING, THE POSITIVE PRESSURE WILL AUTOMATICALLY QUAUFY OR 0 7o MAX o To MAX OR To To MAX 0 TO MAX. OR TO To MAX OR TO TO MAX LESS -6'� 8'-6` LESS 8'-6' ALLOW '-6' IA11OWEDLESS '-g" ALLOWED LESS g-6' AND NEED NOT TO BE CHECKED. 6 6 6 6 6 - 6 6 5 12 12 5 6 6 4 6 6 6 MAXIMUM SHUTTER MINIMUM SEPARA170N 6 6 6 6 6 4.5 6' 6 5 FROM 12 12 5.5 6 6 6 FROM 6 6 6 SPAN FOR SECTIONS TO GLASS (Tn.) FROM 6 6 6 MAXIMUM IL" (ft.) ALL SECTIONS 0.0 TO 60.0 6 6 6 6 6 5.5 6 6 6 40.0 TO 60.0 DESNN L 12 12 6 6 6 6 40.0 TO 60.0 'W' (p.S.f.) A. B, 81, 6 6 6 6 6 6 6 6 6 12 12 6 6 6 6 6 6 6 C ac ci Al 92 BTA 6 6 6 6 6 5 6 6 6 12 12 7 6 6 6 6 6 6 40 16'-0" 16'-6" 16'-0" 2" 45 15'-11" 15'-11" 15'-11" 6 6 5.5 6 4.5 - 6 6 4.0 12 12 3.5 6 4 3.5 6 6 6 2" 6 6 5.5 6 6 - 6 6 4.5 FROM 12 12 *3 6 4 4 fROM 6 6 6 50 15'-6" 15'-6" 15'-1" 2" 60. TO 7 5.0 6 6 6 6 6 4.5 6 6 5 60.0 TO 75.012 12 - 6 *4 *4 60.0 TO 75.0 6 55 15'-1* 15'-1' 14'-4" 2" 6 6 6 6 5.5 6 6 4.5 6 6 6 12 12 6 6 4 4 6 6 6 60 14'-9" 14'-9" 13'-9" 2* 6 6 6 6 6 4 6 6 5.5 12 12 4.5 6 4 4 6 6 6 65 14'-6' 14'-6" 13'-3" 2" 6 6 4.5 6 3 - 6 5.5 3.5 12 9 - 4 4 3 6 6 5 70 14'-3' 13'-t i" 12'-g" 2" 6 6 4.5 6 6 - 6 6 4.0 FROM 12 9.5 - 4 4 4 FROM 6 6 5.5 75 14'-0" 13'-6" 12'-4* FROM 2' X75.0 770 90.0 6 6 5.5 6 6 - 6 6 4.5 X75.0 TO 90.0 12 11 - *4 *4 *4 >75.0 TO -9u-0 6 6 6 80 13'-9" 13-1" 1 t'-t t" 2" 6 6 4.5 6 6 4 6 6 6 12 12 4.5 4 4 4 6 6 6 2" 6 6 6 6 6 3 6 6 5 12 12 4 4 4 4 6 6 6 90 13'-1' 12'-4" 11'-3" 2* 6 5.5 3.5 5.5 - - 6 4.5 3 12 3.5 - 4 3.5 3 6 5 4.5 95 12'-9" 12'-0" 10'-11" 2' FROM 6 5.5 *3 6 *3 - 6 4.5 - FROM 12 *3 - 4 4 4 FROM 6 5.5 4.5 1'00 12'-5" 11'-8" 10'-8" 0 90 " . TO 120.0 _ 90.0 TO 20.0 2 6 6 4.5 6 4.5 - 6 5.5 12 - - *¢ *4 *4 90.0 TO 120.0 6 5 5.5 105 12'-1' 11'-5' 10'-5" 2" 6 5.5 3.5 6 5 3 6 6 5 12 6 3.5 4 4 4 6 6 6 110 11'-10" 11'-1" 10'-2" 2" 6 6 5 6 4 - 6 5.5 4 12 4.5 3 4 4 4 ' . 6 6 6 1'15 11'-7" 10'-1 1' 9'-11" " - - - - _ _ - - i 2 6 3.5 3 5 3 6 4 6 4 4 120 11'-4" 10'-8" 9'-9" 2" FROM 6 3 - 5 - - 5.5 - - FROM 6 - - 4 4 4 <0 FROM 6 4.5 4.5 125 11'-t" f 0'-5" 9'-6' " 120.0 TO 170. 6 - - 6 - - 6 - - 120.0 TO 170. 7 - - * * * 120.0 TO 170. 2 4 4 4 , 6 5.5 5.5 130 10'-11" 10'-3' 9'-4" 2" 6 5.5 5 4 3 2.5 6 4.5 4 10 3 2.5 4 4 4 6 6 6 135 10'-8" 10'-0" 9'-2' 2" 6 4.5 4 5.5 - - 6 4 3.5 8 - - 4 4 4 6 5.5 5.5 140 10'-6" 9'-10" 9'-0" 2" 4.5 - - - - - 4 - - - - - 3 - - 4.5 4 4 145 10'-4" 9'-8' 8'-e' 2" 170.OFT0 230.ROM 4.5 - - - _ _ 4 - - 170.0 TO 230 _ 4 4 4 FROM 5 4.5 4.5 5.5 - - - - - 4.5 *¢ *¢ *¢ 170.0 TO 230. 6 5.5 5.5 150 10'-2" 9'-6" 8'-5' 2" - - - - - t55 JO'-0" 9'-4" e'-2" 2" 6 4.5 4.5 4 2.5 2.5 6 4 4 4.5 2.5 2.5 4 4 4 6 6 6 160 9'-10" 9'-3" T-10' 2" 6 3.5 3.5 3.5 - - 5 3.5 3.5 3.5 - - 4 4 4 A 6 5.5 5.5 165 9'-8' 9'-1" 7'-8" 2" ANCHORS LEGEND 3" Max. s s 170 9'-6' 8'-f 1' 7'-5" 2« AF +MAXIMUM ANCHOR SPACINGS ARE VALID FOR ANCHOR 175 9'-5" 8'-8" 7'-2" 2" ANCHORS MIN. 3 1/2- EDGE DISTANCE. FOR E. D. LESS THAN TYPE 2 ANCHORS 8o s'-3" e'-5' T-o' 2' / SPACING3 1/2" REDUCE ANCHOR SPACING BY185 9'-1' 8'-2" 6'-10" 2" EACH END MULTIPLYING SPACING SHOWN ON SCHEDULE BY TAPCON OR3.0" 190 8'-11* 7'-11" 6'-e' 2' THE FOLLOWING FACTORS. (NOTE : Min. MAX!-SET TAPCONS195 8'-8" 7'-9' 6'-6" 2' E. D. FOR CALK-IN ANCHORS IS 2 1/2")• 5/16"sbRED HD 200 8'-5" 7'-7" 6'-4" 2" REDUCED SPACING OBTAINED USING FACTOR DYNABOLT SLEEVE 3.75" mcE os s 205 s'-3" T-5' s'-2" « SHALL NOT BE LESS THAN MINIMUM SPACING ANCHORS USED w/rRACK "A' (TOP & " " 2 INDICATED FOR EACH ANCHOR TYPE AT ANCHORS 3/8"GRED HD r` 4_501 BOTTOM) SHALL BE INSTALLED AT Max. 210 8'-0 7-2" 6'-0 2' LEGEND. DYNABOLT SLEEVE SPACINGS ('S') INDICATED ON SCHEDULES. S = ANCHOR SPACING GIVEN ON 215 7'-10" 7'-0' 5'-J o" 2" CALK-IN 2,5" F. B. C. 220 7'-8" 6'-10" 5'-9" 2" ACTUAL E. D. FACTOR ---- As SHOWN 225 7'-6' 6'-9' 5'-7" 2" 3" 86 CRETE-FLEX SS4• 3.0 ASSA / BIG BERTHA HI-RISE ACCORDION SHUTTER SCALE 230 7'-4" 6'-7' 5-6.. 2" 3/14/02 2 1/2" .75 :f L 'E C O N AMERICAN SHUTTER SYSTEMS ASSOC.,/NC DATE * 2" •50 4268 WESTROADS DRIVE EXCEPT OF REQUIREMENTS TILUT TESTING it ENCINEERIN43 COMPANY RMER4 BEACH, FLORIDA 33407 02-122 6585 N.W.36th.SL,St..217.VIRGINIA GARDEIG, R. 33168 GIVEN BY NOTE -} - p,...: (305)e71-1530 .Fax:(305)871-1531 DRAWING No f6-0006719 a�1t A4, a rrow 441E REV. No DEfCRfn v WE ---�" WALTER A. TILUT Jr. P. E + 3 SHEET 8 OF 10 FLORIDA Lic. 44167 + i t (SEE ANCHORS LEGEND BELOW.) (SEE ANCHORS LEGEND BELOW.) MAXIMUM DESIGN PRESSURE RATING "W" (p.s.f.) MAXIMUM DESIGN PRESSURE RATING "W" (p.s.f.) MAXIMUM DESIGN PRESSURE RATING "yV" AbD CORRESPONDING MAXIMUM ANCHOR SPACING AND CORRESPONDING MAXIMUM ANCHOR SPACING (p.s.f.) AND CORRESPONDING MAXIMUM (in.) SCHEDULE. + (in.,) SCHEDULE. + ANCHOR SPACING (in.) SCHEDULE. + (VALID FOR SECTIONS A2, 83, 84 ON SHEETS 4 & 5). (VALID FOR SECTION 85 ON SHEET 5). (VALID FOR SEC71ONS A2. B3, 134, 85 ON SHEETS 4 & 5). FLOOR/CEILING NOTE: WALL MOUNT]NG WAIL MOUNITNG FLOOR/CEILING MOUAM)YG INSFAUA770M DESIGN PRESSURE RATING CORRESPONDS ONLY TO NEGATIVE INSTALLATION INSTN-LA71ON MOUNTING INSTALLATION TOP OR BOTTOM PRESSURE (SUCTION) LOADS, IN ACCORDANCE WITH ASCE 7-98 MAXIMUM AT TOP AT BOTTOM TOP OR BOTTOM MAXIMUM (TO CONCRETE) CRITERIA FOR A GIVEN OPENING. IF NEGATIVE PRESSURE VALUES DESIGN LOAD (TO CONCRETE) (TO MASo� (TO CONCRETE) DESIGN LOAD ` 85 SEC71ON A2 SECTION A2 SECTIONS B3, 64 w s f SHUTTER SPAN COMPLY WITH THE REQUIRED PRESSURE FOR THE OPENING, THE (P• ••) POSITIVE PRESSURE WILL AUTOMATICALLY QUALIFY AND NEED NOT 'W" (ps.f.) SHUTTER SPAN SHUTTER SPAN SHUTTER SPAN 5•-a' 5'-0` e'-6' TO BE CHECKED. 5'-0' 5'-0' W-6' 5'-0` '-o' 8'-6' W-o* V-0• 8'-6' OR TO TO MAX OR TO MAX. OR TO HNC. OR TO TO MAX. LEss -6' MAXIMUM SHUTTER MINIMUM SEPARATION Lbs a-6' AL1 1E55 -a' Lt35 a'-a' 6 6 6 MAXIMUM SPAN FOR SECTIONS TO GLASS (in.) 6 6 6 6 6 4 6 6 6 fRom 6 6 6 DESIGN LO �" (ft) ALL sEc7loNs FROM 6 6 .6 6 6 6 6 6 6 40.0 TO 60.0 6 6 6 ° "W A2. e3, 40.0 70 60.0 B4 as 6 6 6 6 6 6 6 6 6 6 6 6 40 16'-0" 16'-0" 2" 6 6 6 6 6 8 6 6 6 6 6 6 2' 6 6 6 6 6 6 6 6 6 6 6 5 45 15,-11, 15'-11 50 15'-6" 15'-6" 2" 6 6 6 6 5.5 3,5 6 6 5.5 fRaM 6 6 5 55 r 5'-1' 15'-1" 2" FROM 6 6 6 6 6 6 6 6 6 60.0 TO 75.0 6 6 6 60.0 TO 75.D 6 6 6 6 6 6 6 6 6 6 6 5.5 I 60 14'-9" 14'-9" 2- 6 6 6 6 6 6 6 6 6 6 6 6 65 14'-6" 14'-6" 2" 6 6 6 6 6 6 6 6 6 6 6 4.5 70 14'-3' 14'-3" 2" 6 6 6 6 4.5 3 6 6 5 6 6 4.5 75 14'-0" 14'-0" 2" FROM 6 6 6 6 6 5.5 6 6 5 >75.7-0 90.0 6 6 5.5 80 13'-9" 13'-9" 2" i >75.0 TO 90.0 6 6 6 . 6 6 6 6 6 6 85 r 3'-7" 13'-5" 2' 6 6 4.5 90 13'-4' 13'-1" 2' 6 6 6 6 6 6 6 6 6 6 6 6 , 6 6 6, 6 6 6 6 6 6 6 5 4 95 13'-2" 12'-9" 2' 6 6 5.5 6 3.5 - 6 6 4 6 5.5 4 13-012-52 100 ' " ' " ' • PQM 6 6 6 6 6 3 6 6 5 90.0 Q0M20.0 6 6 5.5 105 12'-10" 12'-10 2` 90.0 TO 120.0 6 6 6 6 6 4.5 6 6 5 110 12'-8" t 1'-r0 2' 6 5.5 4 6 6 6 6 6 4.5 6 6 5.5 6 1 6 5 115 12'-5' r r'-72" 6 6 6 6 6 4 6 6 5 6 3.5 3 120 12'-2" 11'-4" 2' 6 6 4 4 - - 6 4 3.5 6 4 - 125 1 r'-1 i" 11'-1" 2" FROM 6 6 4 6 *3 - 6 5 120. TOM TOM170.C6 4.5 - 130 l r'-9' 10'-t l 2' 120.0 TO 170. 6 6 4.5 6 4.5 - 6 5 4.5 6 4 3.5 135 11'-6' 10'-8" 2" 6 6 6 6 4.5 3 6 5.5 4.5 6 4.5 4 140 11'-3" 10'-6' 2' 6 6 5.5 6 4 - 6 5.5 4.5 4.5 3 3 145 11'-1" 10'-4" 2' _ _ 6 3 3 3 4.5 - - FROM 5 150 10'-11" 70'-2' 2" FROM 6 - - 5.5 - - 4.5 - - 170.0 TO 230.66 155 10'-9" 10'-0" 2' 170.0 TO 230. 6 _ - 6 - - 5.5 - - 5 3 3 160 10'-7' 9'-10" 2' 6 5.5 5.5 6 2.5 2.5 6 4 4 6 4 4 165 10'-5" 9'-8" 2" 6 4 4 6 - - 5.5 3.5 3 170 10'-3" 9'-6" 2' ANCHORS LEGEND 175 10'-l" 9'-5- 2' 180 9'-11" 9'-3' 2' +MAXIMUM ANCHOR SPACING ARE VALID FOR ANCHOR * EXCEPT OF REQUIREMENTS ANCHORS MIN. 185 9'-10" 9'-1" 2' 3 1/2" EDGE DISTANCE. FOR E. D. LESS THAN TYPE SPACING GIVEN BY NOTE + 190 9'-8" 9'-0" 2» 3 1/2", REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY TAPCON OR 195 s'-7" 8'-9" 2` MAXI-SET TAPCCNS 3.0" x n " THE FOLLOWING FACTORS. (NOTE Min. 200 9'-5" 8'-7 3I 2" E. D. FOR CALK-IN ANCHORS IS 2 1/2 �. 5/16'ORED HO " I 205 9'-4" 8'-4" 2" REDUCED SPACING OBTAINED USING FACTOR r 3.7b 'd SHALL NOT BE LESS THAN MINIMUM SPACING DYNABOLT SLEEVE „ 1� � ,� 210 2» - 4.11 9'-3" 8'-2" INDICATED FOE EACH ANCHOR TYPE AT ANCHORS 3/8"GRED HG 53 F. B. C. 215 9'-1' T 11" 2" DYNABULT SLEEVE ASSA / BIG BERTHA Hl-RISE ACCORD/ON SHUTTER AS SHOWN LEGEND. s�� 220 9'-0" T-s' 2" CALK-IN _-- 2.5" 225 8'-9" 7'-7` 2' ACTUAL E. D. FACTOR CRETE-FLEX S S4 3.0" 3114102 230 8'-7" 7'-5` 3" .86AMERICAN SHUTTER SYSTEMS,ASSOC.,INC. DATE l E C O /IINC . 4268 WES7RQA05 DRIVE 2 1/2" .75 TILLlT TESTING ✓1C ENGINEERING COMPANY RMERA BEACH, FLORIDA 33407 02-122 3 6595 N.W.36th.St.,Sta 217,VIRGINIA GARDENS, FI.33166 I,I 2' .50 Phmo: (305)871-1530.Fax: (WS)671-1531 Kv. Ab DEESdW9W ate REV No OE30R#gm am DRAWING No EB-0006719 WAL71ER A. TIL LIT Jr P. F. I a FLORIDA f is 061 R7 _ SHEET 9 OF 10 2'x 8"Cont. WOODH EADER WOW TRUSSES OR REQUIRED a 6 ' `U0. aW// I 1`'s A6m SCREWS a r a a RAFTER O 24' 1/4'0 x 3'LONG LAG SCREWS F£NE7RA7�N TD EX15TlMG WOOD _W Ak 0. C REaU1RED s`0. C. W/ 1 112'Vm. HEADER PENEnb4naw 1 £XLSRNG WOW a. E 070 WOW HEADER HEADER . / 14 r x 3'SSS.A/S EQ EQ �® W1112'r x 1'LONG `e 14 0 x 3'SSaks. 1•ANIL S NYLON BUWAr. /112'0 x 1'LONG BOLLS ED g EQ EO 1/4'0-10 ON BUSHWaan W/NUT a WASHER a 6' f'x 4'x 1/8'(Iia) 6063-IS , Hurn. TUBE(Cant) W/(2) 5116'0 x 5'LAG SCREW a 1 14 0 x 3'S.SS.M.S 40 EACH R*7ER OR MUSS LOC47E I I `� I - SCREWS TA Awjm &,zT NG �/2. USHwG LONG g II G I SSS 14 x J14' 4S IWOOD AUMER,W9 Ad(h F�NE�1na1t a I a 6'a C •�" J / N WAM 14 0 x 3'S.SSALS WOOD I I t 14 0 x 3'SSSALS t t iK 14 r x 3'SS SALS W/1/2'r x 3/4' U I W/1/2'0 x 1'LONG W�/1/2'f x 3/4'LONG LONG NYLON BlASH6YC 14 210:4 x 3'SSSAA.S j !4 /_x 3`SSSA&S I I NYLON BUSIRMTG WOO HEADER I I NYLON BUSHWC. ' wNYL4IV•LTISFNI G+LONG f3/4 LONG I I REQUIRED U FOR SCHEDULE' _ FOR Q /� t L EWnNG SEE ANAW SCHEDULE GOR SEPARInON TO GLASS GOR® F17R M/N61IUM SCHEDULE GOR® I FOR SEE AIIN/A/UV GOR© � SEPAMMN TO EX1S71NG GLASS � SEP TON T7 SMM 70 £XISnW GLASS EXVnNG GLASS E MAApAIUA/ GOR ALTERNATt ; ALTERNATIVE 6 SIL TERNATIVE GL o Q FOR MWAUUM I SEF SCHEDULE G At 14 x 112' p -SEPAM7701V TO ar�j SSSAM O 8` m FOR SCN6EDLKE EXLS7WG CLASS ® -'*Ji ITADN TO `� 14 x 3/4' S. S G 0. 0 ai E7RS7NYG GLASS GLASS GLASS SV'A0?A7XN 70EXIS7INC GLASS o S. M. S. 0 8. 0. C. ~ o C a txisTlNc I m o e i CLASS / 14 x 1/z"5. S. C h S. M. S. O B'0. C �s I (AL7ERWIT.tDCAim FLUi 7C1P LLP FA4TENERy 14 k 3/4' S S ti 74 x 3/4' i j 14 x 112' SSSAtS O s'an ..', • y S.M.S. O 6' O.C. c o g c SSSARS a 8'aC Etl h h a 2'x 8. • Etl HOOD DECK c !4 x 1/2' /REOUARE'D Cl I �. 114'0-20 S. S I S.SMS. O e'aC. BOt75 W/NUT a N t WASHER O 6'O.0 DECK REQUIRED / 14 x 314' SSSM.S O 6'a C I i i EO Etl • ' ti,• 114'0 x 1 1/2'LAG g g # 14 x 314' SCREW a 4'an "? WOW I SS& J STUD O I ALS O 6'O.C.OTERNA 24 0. C. MAX (REVERSED 114'f x 1 1 ALTERAG4 10 /B`OA.) WM-T5 / /2- RE'OWRED 1'x 4'x 1 SCREWS a 4'aC ALTEl4NATlVE L - Alum. .LEE(Cont) W/(2) 14 x 3/4'SSSAR.S 1/4'0. x 5'LAG SCREWS a g O 6'an M7P1B0770M) 1'x 4'x 1/8'461L) 6063-73 EACH STIR (A6DN?077H OF STUD) Akan 71/L (Cont) W/(2) 1/4'0 SEE SCHEDULE AND W/2'AOL PENEIRAnON WOOD STUD O x SLAG SCREWS O EACH STUD FOR MWNUM 1'x 4'x 1MRD EX/37WG S7Ua /8'(Alin.) 8083-73 24 a C MAX. (MO NOW OF STUD)AND W/2' CLASS £XPNGn�5 Alum. TUBE(Cont) W/(1) 71470 REOWRED. Arm METRO=SID 17YLS" WOOD STUD O 24 a ARax REQUIREa O 5*LAG STUD D7H OF SCREWS ! ATI�E 4 I G GOR@ 7UD)AND I 1 20 EYn/57kYG STtla G SEE SCHEDULE � I t �.ALLSNA I)YC 2 OG o I FOR M6JGWM sEPARA710N T m DILSTNG CLASS 14 x 12' GLASS S.SSALS a 6'an h WALL MOUNTIN INSTAL(AllONc SECTIONS A C1 N 0s 1 K 3►r*a 2'x 6'*VWDECK ' / 14 x 3/4' z 1'LONG REOWRED "? SS SUS O 8'an I W NYLON a swc. (NO RAM ALLOWED) t 14x2'SSSAIS E+1 EQ 1/4•0-20 S S (Typ. ROMW) i This Ot X r "A 2''x 6'WOW DEC1f \ � [ r' VK,. BM7� Oma ; .. ilo i (ND fMfISH ALLOWIa) 14 x 3/4' 1 SSSuS a a'a c E \EQ 1•x 4'x 1/8'(mm.) Bos-73 S19LTERNATIVE 11 -JW- TRA<(Cont) W/(2) 114'it NOTES: 114'0 x 1 111' 114'0 x 1 1/2'LAG WOOD STUO D 24 x5"LAG SCREWS a EACH STUD SCREWS O 4'an i a' SCREWS a 4,ar- an Aux REWRED. (MTOWaDnH OF s7UD)AND w/2• 1. INSTALLATIONS ARE ONLY VAUD FOR INSTALLATIONS WITH DESIGN WIND LOADS ALTERNATIVE S (AV DMDNE7OF S7 )A E W12 LESS THAN OR EQUAL TO 75 ALTfRIITIVE ps.f. AND 9'-O' Max. SHUTTER SPAN. WALL A#VV*7M T s OILING � FLOOR MOUNTING /NST>ALL��,3C,�V � Al1AT1�OlNCS 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN �C C _ PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. SECTIONS B SCALE: Ile = 1 F. B. C. OD ASSA / B!G BERTHA H/—R/SE ACCORDION SHUTTER AS SOWN INSTALLA r/ON DLMA LS ON E) S l iNV NOTE FOR COMBINATION OF SECTIONS: SCALEBUILDINGS 3/14/02 FLOOR/ WALL/ CEILING MOUNTING SECTIONS CAN BE AMERICAN SHUTTER 1 L E C O N c. R SYSTEMS ASSOC.,/NC DATE COMBINED IN ANY WAY TO SUR ANY INSTALLATION. TIWT 7E5TING At ENGINEERING COMPANY 4188 WESMO,4OS DR" N.W.361fi. St.Ste. 217.WRCINIA GARDENS,R 33166 RIWER4 BEACH, FLORIDA 33407 02-122 . _ an.: (305)B71-1530. Fm : (305)871-1531 EB-0006719 NO » a1e H7EY No OFsclal•nOAr 071E DRAWING No WALrER A. TI i rr.,r a r a Ld PANEL SCHEDULE NOTES: a" PANEL SCHEDULE 1, ENTER PANEL SCHEDULE k� RENSEN PRODUCTS BRASS WOOD BUSHING WITH NEGATIVE DESIGN LOAD TO H 1/4-20 I.D. 8 7/16 LAG THREAD D.D., POSITIVE NEGATIVE DETERMINE MAX. PANEL LENGTH. r 5/8' LONG WITH LIP AND 1/4-20 MAX, PANEL POSITIVE LOADS LESS THAN UNSLOTTED, DESIGN LOAD DESIGN LOAD LENGTH 'L' NEGATIVE LOAD ARE ACCEPTABLE. c~ Z PAN HEAD BOLT WITH 3/4' 0 HEAD, MUST BE EMBEDDED 7/8' MIN, IN CENTER OF WOOD W W 4~ o FRAMING MEMBER. P=S=F= P.S.F. CINCHES) 2. FOR DESIGN LOADS BETWEEN \ j TABULATED VALUES, USE NEXT 35.0 26.6 108 HIGHER LOAD OR LINEAR <120-1 W 15 BRASS WOOD 36.0 30.0 104 INTERPOLATION TO DETERMINE �'�' H BUSHING 37.0 33.8 100 ALLOWABLE PANEL LENGTHS. y R v WOOD FRAMING 38.0 37.7 96 �u 3. USING THE SBC CODE & TESTS LY 39.0 41=5 92 REPORTS CITED HEREIN WITHW o USE ON 40.1 45.3 88 SPECIFIC FIELD CONDITIONS AND 41.2 49.2 84 SPECIFIC MOUNTING METHODS MAY 42.3 53.0 80 RESULT IN HIGHER VALUES, WHEN c 43.4 56.9 76 DETERMINED AND CERTIFIED BY A 44.5 60.7 72 REGISTERED PROFESSION ENGINEER. O O 45.6 64,6 68 4. THIS SHUTTER SYSTEM IS ►a 46.7 68.4 64 w 47.8 72.3 60 DESIGNED SUCH THAT THERE IS NO RUBBER WASHER OF 60 DURDMETER RUBBER SEPERATION FROM THE GLASS U d 48.9 76.1 56 REQUIRED PROVIDED SCHEDULED Z a THICK. MUST BE 5/8 O.D. x 1/4 LD, x 1/16 50.0 80.0 52 PANEL LENGTHS ARE USED. USED AT ALL CONNECTIONS USING HOLE OR vi a CLEAR STORM PANEL. - w F 16 RUBBER WASHER U THOMAS J. INDENTIFICATION NG IN G LOOKOUT THIS STORM PANEL IS MADE OF UV CUSTOMER/JOB PROTECTED GE LEXAN XL10 SHEET AND MUST BE A STAMP OF sa ase-zee SHUTTERS _ WITH A 10 YEAR WARRANTY AGAINST PERMANENT INK OR A INC. CRACKING OR YELLOWING. IT MEETS OPENING NUMBER CLEAR SBCCI SSTD-12-99. IT WITHSTOOD PERMANENT TYPE LABEL AND SEAL THE LARGE MISSILE IMPACT TEST WITH SHALL BE APPLIED TO THE I STORM NO PENETRATION AND IS ENGINEERED STORM PANEL IN SUCH A TO PROTECT BUILDING OPENINGS WHEN SBCCI PSI & ESI PANEL INSTALLED ACCORDING TO THE MFRS. EVALUATION REPORT MANNER THAT THE LABEL PATENT PENDING SPECIFICATIONS & INSTRUCTIONS. NUMBER 2109 REMAINS LEGIBLE AND VISIBLEo3 AFTER INSTALLATIONS JON WISE "DATEs 1 PRODUCT LABEL I 99-02 4 OF 4 I I , q. R(".rT PST k F.qT FTNAT. F.VATITATTCIN Nn 91 nQ I m HEADER TUBE TYPE ' 1 ' -TWO SPANS HEADER TYPE 1 - TWO SPANS �U N HI-521 to OEFL. AT 10 PSFJJ/ N H10-S2 I --r � , Z n % m I I / " 4 � ru ( ( Z. W 1 J I J N _ 1 1 1 1 i 1 I I I I C4 cr N I � / I o � o - - - OD Im ( I I I111h i I o o HEADER 0 n 1+ STORM p ac N a. -BAR T I a = $4 •-1 4 1 � I = � � I I I I I I o I oN np tY Q I ' m ( I i x z r'► 8 II I W � N oe o^ �N1 QW3 � � N p 8 I J m I I Z Z t l I - I t�p = tuuL I ( ® BAR HTI or 6-4 z N s Hm I I I ( O i I I I I I y dL to .. °� R INT ] m O t I :• oo} ° ° rn N 1 i I I Q cx cx in IWO SPANS n 0 uJ fn 40 60 A0 100 120 140 160 40 60 90 100 120 140 160 z GJ- SHUTTER WIDTH - IN. - TWO SPANS SHUTTER WIDTH - IN. - T110 SPANS oc 0 w _ /_/ z a THE CURVES ON THESE GRAPHS SHOW SHUTTER HEIGHT '° °� Q N m 3 x in i Q c FOR REFERENCE � / � _ SEE SKETCH � i 1 STORY. I �� 1 I Q Or W BAR i / I W m HEADER TUBE TYPE ' 1 ' -THREE SPANS In HEADER TYPE I - - THREE SPANS I — — — J O � o� J HEADER to ru H1 S3 0 0 N p I RODU � 1 t'T .lrr`—' RENEWED 1 Os complying I'•ith the Florid, x m 6 = d . i $urding Cud, p 1 I AcceplauceNo ai-OYt7.Ot N I ( I I E:pintion Dote v I S ov 3 I I t , x CD ( I ! W u CD_ Y ►- '� I ( ( I /1, Mi !Dace roduc�coj ! m -I I I B I I Dig isioa1.. H 1 o a til ( Z = A2) Q� I Ii I I I I , , LLJto e m ( I nr(:la�r,;*�cl: ,c:. Cr4- 102L.0 i I I I I ( vxTm,vrioN O 7 S Zoo Z I y in p I I I H 6' S 0 M A H T = c u tr II l 1� I B, , n I ( I v tv rlutnl t r co�:r icor.nn 1,uF� Z J m TIA-11, BUILDIM;COM COIIPLL�XCL'OFFU'Eu� Itom = I ( j r THREE SPANS a O I Engr. OR. HUMAYOUN FAR000 n W I I ( I -41 I I I I I I STRUCTURES APPROtiED AS COMPLYING WITH THE mFL. PE 1 16557 S I OUTH FLORIDA BUILDING CODE I m I I 1 I ORT _ 19 0 x8Y is OEFL. AT 10 PSF I �i1 I I I I H10-S3 Cl CO. DIV!S!ON drawing no. BUILDING CODE COMPLIANCE OFFICE 98-43 -_ _ _ - •.... •yin ' +�rr '70 clA 110 130 ISO 170 190 210 230 ACCEPTANCENO.C.S-031\- Or-} I . . I ' ' - TW SPANS m 3- STORM BAR WITH INSERT-TWO SPANS In 3- STORM BAR WITH INSERT - TWO SPANS - STORM BAR 0T — — + i In 3 1 II N 3•• STORM BAR-TWD SPANS ro S3I-52 m OEFL. AT 1B PSF00 N 93-S2 m N4______ OEFL• AT 10 PSF N I I I ro of —1CO I II63o-62 m 3 i .I s7lal-rl — tA e (L a N, 1 I ly I I YJ Ivi l ( t � o N J ©3 I I I c 1 1 1 V26 da o r LL m m I I i I I I I N q' 5a. t t I I HEADER a, o 10L IQ ,• ~ I ai - I t I ~ A8_I I I ( I STORM ° ° O a - n BAR I p., WQ f 1 I = a t , III6m-- it I II � � 1 Q t � � _ ..� Z I Z O in We 6 R T Ok' I I r� aVry, I I I � I St ii1Tl Wi �rZgry - U Y I 7 STORM H I ( W • 1 1 ►~- W 0 + lZla gym' I i l h ! I I I D Nm'• NNI \11I I I I Wm I 11 i I I I a a vi no CIO: N o a I fh W = ! O t I + 1 1 i I go d ( G SIN 6 I oma t I 11 I j 1 I n t I ( 1 I o �' i - >4 1 1 1 1 1 >9� zN m. 11 I Eta I I I I 1 I I 1 , i 1 66' 1 1 1 1 /^ dW _ � m + 1 1 f n a 28t , oai 1 IT~ ! I i 1 1 i I I q- 1 I o 1 I � m 40 60 80 100 128 140 160 40 60 90 188 126 148 160 a0 60 80 108 128 148 168 48 60 AB 108 12B 148 168 t c , OF a SHUTTER W;COTN - IN. - TWO SPANS SHUTTER WIDTH - IN. - TWO SPANS SHUTTER WIDTH - IN. - TWO SPANS SHUTTER WIDTH - IN. - TWO SPANS �, Ch 1 ACCE1'T•A,%rE 7%r:._�ff_1o2I_0�— TWO SPANS ` l,1 W r` r THE CURVES ON THESE GRAPHS SHOW STORM BAR LENGTHS EXI'nl.�Tro�:i r 0 7 S 20o Z KETCH FOR REFERENCE _ _ W Z ii SEES B1' a 1'liOI)i .I CU`s 11101.pll Is10N BUILDING CODF; of F•ICF: +o o+ Q VY) a+ N3 ' STORM BAR-THREE SPANS N 3- S T ORM BAR - THREE SPANS N 3' STORM BAR WITH INSERT-THREE SPANS N 3" STORM ecR WITH INSERT - TWEESPANS ` 4. Q � N S3-S3 m I OEFL. AT 10 PSF Nj I ( iS3I-S3 m OEFL. AT 10 PSFI I I ( I I STORM / �� 1 J Q 0 UJ 8 �53�-83 6301-53 I I i I l I a� I I I BAR I I \ �� o � ^,Ll a .� II + 1111 � ILIIiI I two I IIIA II _ _ N i a - _ J q HEADER W V) k' Itp i aZ, to m 1 D a 4 1111 II ILII �� N I I I ! ( a^• 1 I I ~n I I 11 I I 1 1 o 1 14 n; ( I I I I I I + 0 I WLi 4 rm ( I '. ( I I I ( �v Z I y Q- 1 1 �8 NU� R FIT ( I Z I I I I i W I L W i Wm PO UTR ,0, I I I CNS I I I i t I ~" I I I _ I y —� O a� VN� a. , I U I ( I 1 - nG um 6 �m. I I I I 1 1 I 'I I I HmT I 9 I 1`m � I 9t -r t ( I I I I U Wm ( I ( 7 -+ TOR4 T.I I u,.., � �' I t o v r I � W - 2 I ISI f , I I IIjJI °q III11711I � 1111 ©� 1 1 I I m t l ( I c u 1 1 I 1 1 1 1 1 a= r ° o 1 1 I ( I f • 19 O O O 0 C �- C 178 198 210 230 70 92 118 138 150 17E 198 210 230 78 90 118 138 150 178 190 210 230 70 90 118 138 158 178 798 218 238 70 90 118 138 158 SHUTTER WIDTH - IN. - THREE SPANS SHUTTER WIDTH - IN. - THREE SPANS - N. - THREE SPANS SHUTTER WIDTH - IN. - THREE SPANS jHREE SPANS a SHUTTER WIDTH I , o Engr. ORFAROOO UCTI.'R APPROVED AS COMPLYING WITH THE itAt FE 1 16557 PRODUCT RENtWEO as complying with the Florida SOUTH FLORIDA BUILDING CODE Buiding Code DAT Acceptance T9 ° oA7.O�n.02 a o ExpirationDat T 6T —� ++t►\� „f COt1Tp.Ol OIVIS:OY - Browing no. By pt' mi Dade Product oatrul BUILDING CODE CNPLIA1tCE OFFICE l 9 B-43 I 4"SPRI!\G•LOADED STORM BAR �a I d ASSEMBLY DETAIL 'I A Id O 1/4" MIN. z INSERT TONGUE O ENGAGEMENT , , t/) uu _ o W p� MIN. (4) 01/4" TAPCONO SIDEFRA%IE (SEE SCHEDULE 2) SFIEET 6 OF 17 ® uj =.< ,U o w HEADER, 5 7/8" OR 7 1/4- � _ P Op 14 x 3/4' SS SMS - ( C - CSO t (SEE SCHEDULE 3) O .I o 1/4' x 1 3/4" PIN TYP, w U �U 1/4" MIN. 3/4" MAX, oo (f] W 03/16' RIVETS TYP. INSERT TONGUE ENGAGEMENT EXTENSION A 4"SPRING-LOADED STORM BAR CUT SLOTS IN HEADER 114 x 3/4" SS SMS Q I STORM BAR MAY BE REMOVED TO PROVIDE EMBEDMENT ° (SEE SCHEDULE 3) BY LIFTIN I u G UP&REMOVING SHEET 6 OF 17� ti- P BOTTOM FEET&ROTATING AWAY FROM BOTTOM BASE PLATE , (SEE SHEET 2 OF 5) Typ. a TMa Y m 'B U) 9 W > O I � w 0 x Q i e > CO O J14 x I" SS S.VS TYP. i MIN. (4) 01/4- TAPCONO U MIN. (4) 01/4" TAPCONO ( (SEE SCHEDULE 2) n SHEET 6 OF 17 �� 0 Q (SEE SCHEDULE 2) O SHEET 6 OF 17 4" STORM BAR BASE PLATE ) 3,000 PSI (1/8' THtCK) �E �' U 3,000 PS► CONC. MIN. 1/4' MIN. TYP. TOP BOTTOM CONC. MIN. O a r �•■. i v I , INSERT TONGUE -111 . ENGAGEMENTrn liuto■ ca41 -94 PRmOi DDU CPd RENEWED Buta naplyiagwith thePlo .rWaodeAcepto n No 01-041 1 p6don Dote of CUT 3/8" DEPTH SLOTS IN CONCRETE uct otrolDivisionTO PROVIDE EMBEDMENT NOTES: mh s Od Q1 r, S�Sil; fCS;",1 fUli''14G f.i�ED.L.DFowler 1.SEE PAGE IS& 16/17 OF NOA 199.031 1.04 FASTENER SCHEDULE /j FOR ALLOWABLE SPANS&DEFLECTIONS. D;',7 _ D 20/2�0 Professional Engineer 2.ADHESIVE WARNING LABELS SHALL 0 SEE PRODUCT APPROVAL DRAWING NO 95,43 SHEET 6 O 17 C,'t //is Florida Liccnsc No. DE PLACED ON THE BOTTOM SIDE OF A.GCEPTMCE 1199-0311.41&APPROPRIATE FASTENER SCHEDULE r r" w• HEADER WITHIN 6"OF STORM BAR. ` rt,�('i3.THIS SPRING-LOADED STORM DAR CAN O(4)TAPCONS AS ANCHORS ARE LL%ITTEDTO A SHEAR REACTION OF 23241. CUILGI;;r, 01F ' CEONLY 13E USED WITH NOA 199-0311.41. ;,cciFiQc_ l750458 -- r: Ln DEFLECTION CURVE AT 10 PSF N SLAT PERFORMANCE CHART �<< Iv if MAXIMUM FANEL LOA03 V3. 3r AN3 �'•�� n 19410 CI (-VC LOADC) • 9.999 CG I MAX, OEFL. • L/J0 FOR -VE LOAOG Z w o+ li a1 N TW PNS Ix U.8331 IN•4 N Q. Q. l9 CLATt 00 4 3 COin IILL 0: I I 0 (nom it I an c� a 3 x o zo o � TF�REL PA C• Z�� B Q < I ~ I C3 I I 0 a.ago oo—c r U tY (n o N J m ( ,. � � I ( Z --4 I wW oo I Zig Sin p i H 'EE SPAN hI >9 I d w N 5 i I (n W SIN 1 L S A O I a I ICO -)V LO* -) E IDAD )VE LOA J I I +)V LOAD Irk Q In +)VE LO D ( )VE LOA'\\,L B-0371721 c..'4/tL 1)7 n OEFLCGTION CURVE FOR *VE LOADS � � Z 19 6LATOF ' 1'fTltl 1illtlll t I Q � y 1 I tat.sy,......y, o219 419 6E8O 1 4 6 ' t; w (jh' 221 24Q SLAT SPAN - INCHES 20 d0 60 <` 100 120 140 160 180 2.1JJ6 220 240 N SHUTTER WIMIJDTH - INCHESj 3 Q� %0sroBAAR sT� Q 0 W — Ca GENERAL NOTES• o I a s I. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING 0 H CODE 1994 EDITION FOR DAOE COUNTY. ALSO FOR WINO LOADS � '- N AS PER ASCE 7-88 USING CORRESPONDING LOADS. SHUTTER WIDTH SHUTTER WIDTH SHUTTER WIDTH 2. DESIGN CRITERIA FOR ALUMINUM, MINIMUM MECHANICAL PROPERTIES, SINGLE SPN� TWO SPANS AND SAFETY FACTORS ARE IN ACCORDANCE WITH THE ALUMINUM — THREE SPAWS CONSTRUCTION MANUAL' LATEST EDITION. 3. ALUMINUM ALLOYS: ALL EXTRUSIONS SHALL BE ALLOY AS NOTED. 4• STEEL SURFACES TO BE PLACED IN CONTACT WITH ALUMINUM SHALL BE Guide to J13G-ChartR and graphs GIVEN ONE COAT OF ZINC CHROMATE PRIMER IN ACCORDANCE WITH FEDERAL SPEC. NO. TTP-645, OR BE GALVANIZED. r 1. Calculate Design Wind Load requirements using ASCE 7-88 Dosed on building o5. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. height, exposure category, roof slope and tributory area. DESIGN LOADS SHALL BE CALCULATED AS PER REOUIREMENTS OF ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL e n 2. From slot performance chart, select span condition as 1, 2 or 3 to determine the SCE 7-88, BASED ON 110 MPH WIND VELOCITY. DRESSING OR STUCCO. v number of storm bars required to meet the design loods calculated above. 6. ALL BOLTS, NUTS AND WASHERS SHALL BE STAINLESS STEEL OR u PRODUCT MARKIt•{� ALUMINUM ALLOY 2024-T4 OR 7075-T6, OR PLATED STEEL. 3. Based on slot, span and number of storm bars determine the deflection of the slat 7. SHUTTERS MAY BE MOTOR, TAPE PULLEY, OR GEAR DRIVEN. for 10 psi' and determine the actual deflection for the Design Loods by proportion. A LABEL SHALL BE AFFIXED ON UNIT AT RI4HT BOTTOM OF BOX 8. DESIGN CRfTERU¢ FOR MULTIPLE SPANS THE COMBINED MAX DEFLECTION Enter this deflection in step 2 of sheet 17. WITH THE FOLLOWING STATEMENT: OF HEADER, STORM BARS AND SLATS S L/30 OR 2«. FOR MULLIONS c u 4. From the shutter height and width dimensions determine the storm bar spacing ROLL-A-WAY STORM AND SECURITY SHUTTERS, ST. PETERSBURG, FL. MAX DEFLECTION S L/180. g o rr and height. OADE COUNTY PRODUCT CONTROL APPROVED' 9. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN > THESE DETAILS ARE NOT PART OF THIS APPROVAL. ou o 5. Determine the deflection of the storm bar at 10 psf from the deflection chart and - obtain storm bar deflection by proportion to the design foods. Enter this deflection in step 4 of sheet 17. PRODUCT RENEWED Engr. OR. HUMAYO'�N iAR0y3 APPROVED A$ COMPLYING WITH THE O1 ti. Determine the deflection of the header of 10 psf from the deflection chart and +s cumph ing Il ith the Florida STRUCTURES P R n►1 I_,c ' s Fu PE 16ss7 EVIST-1buTH FLORIDA BUILDING CODE N obtain header deflection by proportion to the design loods. Enter this deflection in Buiding Code J ACCEP1-.%Nf-,.p, step 6 of cheer 17. Accrptance fYo 0 'OYf1;OL Expiretiou D 7. Complete form on sheet 17 and check the deflection requirements. If deflection E\?`TP.�7i(�' 7 /S zoo Y. R exceeds th,s allowable deflection increase the site of storm bar and/or header to { •� s a ��, PROOU%f G.. .1 OIY'St)N bring the overall deflection under the allowable limits. tlsml D e PMuct ootrol P;il hc"I ttO:,�It l,1�r UiLDTifC Cd;L COMPLIANCE OFFICE drawing no. - Disi� a BI•tl . 111)7 Co�IPI.I:% CI:O r`. I � 1tCCC�iANCE HO.�f-t�311•� ('110 A 7 WAl t MOUNTS RUI T-OUT CONDMON INSIDE MOUNTS / C ' _ ALUM ANGLE 1/4' DIA. TAPCONS e 1 I 1 X 1 1/2 X .1 L 6' LONG, AT EACH END OF BOX 1- N. E E m 1/4' DIA. TAPCONS FASTENED TO BOX. SIDE BRACKET a 14 SHS 2 A °D m 1-3/4' MIN. EMBED V17H (3) 3/16' DIA. SS POP RIVETS D 2 PER ANGLE TYP. -- ZO TYP. p------ ------'1 40 _ -_-------- 1 1-.4 N rr N �♦ 1 I ' ``\ 1 i \ I a O f E 0 D E F a s O O to 01 Q ♦ --� 1 I I Z TI O _� -----� B Car n 10 ------ 1/4' DIA. TAPCONS i C O o_ 1O -1-3/4' MIN. EMBED a+ (n°4 O 2 PER ANGLE TYP. TYPICAL ELEVATION d w �, THRU ACCESS HOLES 1 SEE SCH. FOR �JN.LSF SPAN W w 2 -•• MIN. REOD. I 0 rp'1 SEPARATION (TYP) d W m o 1 MINIMUM SEPARATION READ. FROM GLASSETS FOR INSTALLATIONS FOR INSTALLATIONS ABOVE 30 FT. OF GRADE UPTO 30 FT. OF GRADE Q Cr to DUE TO WINO LOAD DUE TO LARGE MISSILE IMPACT N OVERALL DEFLECTION + i' 3-3/4' p '^ r'I o W r7 FOR OVM4U DUUCT)ON Cm=LATKIN REFER TO SHEET 17 OF 17. 4 NOTE; NO PART OF SHUTTER 5►44L BE UNDER 50' ABOVE GRADE TO Ld Z WAIVE LARGE MISSILE IMPACT REOUIRE)JENf. K Ci IaJ 0 '^ Ed - TYPICAL EDGE DISTANCE (A >- V) CONC. do BLOCK - 12d (12 ANCHOR DIAMETERS) I' WOOD - 5d 0_ � Y tm/I FOR LESSER EDGE DISTANCES SEE SHEET 8 OF 17. aI a0 w I ANCHORS: EMBEDMENT do EDGE J ( 0- g W W \ DISTANCESTHE ALL do FLOOR COVERING O O t= J ' \ — NON-STRUCTURAL SILL IX (STUCCO, TILES, ETC.) NON-STRUCTURAL SILL I X 3 X 1/16' OR \\ 1 X 2 X 1/16' ALUM ANGLE 2 X 3 X 1/16' ALUM ANGLE TYPICAL SLAT ENGAGEMENT ANCHORS 'A' OR 'E' ANCHORS 'A' OR 'E' INSIDE TRACK = 1-1/4" MIN. AT 18' D.C. AT 18' O.C. PRODUCT REVISED ,S,�cTION A-A SECTION B-B ,SFCTION C-C ncCFrr,�Ncexo. ANCHOR CHART TO USE i'�CIR mn:�A j- It moo Z APPROYED AS COMPLYING WITH THE N TYPE ON KI _ SOUTH FLORIDA BUILDING CODE u A s 3 r�--- 5 s_ 19 E --- J - - 4 Ed ANCHOR CHART TO USE :a1:a �L\'1 e:("_ TYPE N OCC - Y.t 111Rt\'�;i ll;l•_tli�i;'i1 ♦CL oFfTCE BY "" <EA CHART TO USE / A 2 1 L DIV!S'0Y o v ON B OCK E 1 1 X 2 X 1/8' UCi CO o 3 1 - ALUM ANGLE CONT. BUILDING CODE COMPLIANCE OFFICE m_ - 2 3' X 1' X 1/8' a EO ED 3' X 2' X 1/8' N 12 X 3/4' SMS/TEKS ACCEPTANCE N0. - 0 1 c M 12 X 4' SMS/TEKS 3' X 3' X 1/8' / e 8. O.C. 3,�4• Ed a 8' D.C.-\, 3- X 4- X 1/8' b BUILT-OUT TUBES a o Engr. DR. HUMAYOUN FAR000 PRODUCT RENEWED 'r STRVCTURES I FEE� FIA PE j 16557 as complying Ni1h the Florida 1 ' Duiding Code Aeceptancr No 4�I�.4 L R Expiration Date l ej 71 I �n W BY drawing no. / h m1 Dade Product CUutrul O 1 MAX. SPAN SEE GRAPH MAX. SPAN SEE GRAPH MAX.. SPAN SEE GRAPH Divblou 9 8--4'3 �I I - sheet 3 of l 00 z Go to D z o ! =10 W & .032 ALUM COVER ,^ (Zr' O • N 4 X 1/2' SCREVS 04a ce n Uw � S z in Qf fo. 0 � a a 1 T a O O to O 00 — f 00 D: N • Q �•\ L n h W W r� �j14 z � N ® J in Q a: to N I 0 � W ►. „ o N over) Of TZzJ W � LLL_ 1 LXLJ 'on ALUM CAST END CAP 2 t' on N 4 �co rn 1 RETAINING PLATE � 3 Q W e J Q L .I o - Li O GALV. STEEL OR ALUM. DRUM p :1 N(L ROUND OR OCTAGON W 0 O 1.-: TRACK BOX DETAIL I O U 41 F.\•PTi'.lT10\P`.i i._ 7 1 5 Z00 Z (!!� C 4, 0 BY nl n.nla:cul�1 t t,�il'1.11`.t 1 11) 1 i,'t. L. C APPSOYEO AS COMPLYING WITH THE Engc DR. HUMAYOUN FAR000 _ SOUTH FLORIMA BUILDING CODE - STRUCTURES I PRODUCT RENEWED N FLA. PE / 16557 as compiling with the Florida DATE~ - 19 1 1 BuidinC Code BY ' Acceptance No 0 i-o�Tl•O L 'r 17 9 E:Pintioa Dat ? DUCT CU;a .r; 01Y.S ON v BUILDING COOL COMPLIANCE OTf ICE By drawing ACCEPTANCE t10 CCEP M, i Uade toduct Control l 1 98-43J [?ysfsinn (sheet 5 of 1 I I } II n ® 1 _ SEE SCH. 9 FOR O O z m °o' V1 H NO. OF ANCHORS REOD. 9 tm a O '� MULLION ° ( O 0 CNC O O _ O 1-•d L) N O: Sx S. O O •• O a 0 n O o= O O n TOTAL LOAD QN GENTFR MULLION 0 0 0 I o 0 0 o O tn P = Sh X Sw X Pd Lbs U TAI LOAD ON END MULLION W 1 ' � �w4g P = Sh X Sw/2 X Pd - Lbs , 1 O OL Q O TOTAL LOAD ON HEADER N 14 SMS/TEKS (yr vi p N N l4 SNS/TEKS SEE SCH. 8 If% P = Sh/2 X Sw/2 X Pd - Lbs SEE SCH. 8 N 14 SMS/TE KS I [X4 W �� SEE SCH. 8 j OAD AT ANCHOR 2 x 2 x LE I Z uT ANCHORS ""--` ALUM ANGLE ''. Z N AT TOP = Pt = P Sb - Lbs SEE SCH. 6 PI:OnUCT Evfsrn SEE SCH. 7 d w np•)) 1/4' BOLTS WITH NUT Sh ACCErI ��c►:xo. q7�l0 2 O f SEE SCH. 7 AT BOTTOM = Pb = P - Pt - Lbs ALTERNATE ESPIR,17tn�n.�T : 7 t$ 2CZ i/a' TEKS SEE SCH. 10. IF Pt OR Pb > ANCHOR CAPACITY OF FASTENER SHOWN HEADER ATTACHED TO END CASTING WITH SMS ANCHORAGE SYSTEM SHALL BE DESIGNED ON JOB TO JOB BASIS. END CASTING ANCHORED TO BLDG. STRUCTURE Dl rru�nl , i cr,N-rliol. cr to nn I�►o� -' BUiLDLNG CODE CO�iI'l.L��C1:OFFICE Q \ I O O t- n O O \ L1 0 0 0 0 o C O o 0 0 o w►'� q LI \ ° C 1 1 u 0 0 0 1i1 \ r- \ 0 0 w N ¢ Nm MULLION BRACKET O O Z) I Y N LENGTH AS REOD. '�� Q W J Q A J f` I I 0 HEADER CONNECTION TO WALL ®HEADER CONNECTION TO WALL © HEADER CONNECTION T❑ MULLION o a MULLION_ WITHOUT END ANGLE WITH END ANGLE p o AS REOD. I I PLAN PLAN IX — to I I SCHEDULE 9 SCHEDULE 6 SCHEDULE 7 I I HEADER/END CASTING CONNECTKIN TO WALL HERDER CONNECTION TO WALL ANGLE CONNECTION TO MULLION N0. OF ANCHOR BASE CONNECTION ALUM ANGLE N0. OF ANCHORS ANCHOR BASE CONNECTION N0. OF ANGLE LENGTH CONNECTION N 14 SCREWS I I ANCHORS TYPE MATERIAL CAPACITY-lbs LENGTH IN. PER CONNtc-nON TYPE MATERIAL I CAPACITY-Ibs BOLTS IN. CAPACITY-lbs SEE SCH. 'C' I ( 561 A CONC. 842 2 3 1641 A CONC. - - 1 A BLOCK 204 4 2 A BLOCK 306 3 4 2187 c O I E W000 304 E WOOD 456 4 6 3281 g A CONC. 1122 A CONC. 1683 6 8 4375 ` 2 A BLOCK _ 408 6 4 A BLOCK I 615 fA E WOOD 608 E WO0D 912 SCHEDULE 10 ANCHORS \ I`��\ A CONC. 2525 ANGLE CONNECTION TO MULLIONSEE SCH. 5 A CONC. 1683 4 A BLOCK 612 9 6 A BLOCK g43 N0. OF ANGLE LENGTH CONNECTION N T N KS IN. CAPACITY-ibs if; Mt11 I IDN CON EC IO TE KS N F R SCHEDULE C E w00o 912 E wood 1368 2 3 1187 o O HILING & LOD MULLION BRACKET CONNECTION A CONC. 3366 SCHEDULE 5 SCHEDULE 8 3 4 net MULLION 512E OF SCREWS CONNECTION SPACING BETWEEN i l g A BLOCK 1230 4 6 2374 MUWON CONNECTION TO CEILING AND FLOOR EACH LEG CAPACITY-Ibs SCREWS-IN. ANGLE CONNECTION TO HEADER E W000 1824 ANCHOR ANCHOR BASE CONNECTION 2 1766 1.75 N0. OF ANGLE LENGTH CONNECTION 6 8 3561 PER SIDE TYPE MATERIAL CAPACITY-lbs 2' X 3' 3 2315 1 SCREWS IN. CAPACITY-Abs 'D 2 3 1640 En9r. OR. HUA+AYOUN FAR000 11PPROYED AS COMPLYING W. THE r .. � A CONC. 1162 2 1766 1.75 N i 1 A BLOCK 704 4 4 3280 STRUCTURES SOUTH FlORIOA BUILDING COOS IM r N I 3' X 4' 3 2315 1 6 6 FIA. PE f 16557 W E WOOD 616 4 3450 1 4920 OAT �91r 4 A CONC. 2324 8 8 6560 Z pg 5 4099 .7S 8Y 2 4 A BLOCK 1408 4 2385 4 PRGEI:C1 C011TRQl 011 S ON C e- I .+ E WOOD 1232 3 3148 2 ° [zn- H- 3UI10:'IG CODE COMPLIANCE Orf ICE �I u A CONC. 4648 3• X 6• 4 3450 1.5 CCEPTAMGE BQ•- - CRI nr.1c 2816 - _�__• "7 ..� 1 I, " .b 5 b 0 1/4' 0 - 20 S. S. 4.414' 5.000" 1/4' ti - :!0 S. S. THUMBSCREWS ji g VARIES, SEE NOTE BELOW 4.319" THUMBSCREWS VARIES, SEE NOTE BELOW _ — o „ a , HOPI ap�Oei1 p� ��9e O O b l 00 1.000" is ".. 41 N m Q G BLADE G 1 FEMALE BLADE 0 6005-T5 ALUM. ALLOY WITH o o I MIN. YIELD STRENGTH=41.62 ksi. 6005-T5 ALUM. ALLOY WITH ui LiSCALE: 1/2"=1' MIN. YIELD�EN2TH1 41.62 ksi. (3 LOCKING PIN 1 ALTERNATE LOCKI IN L } SCALE: 1/2•=1" SCALE: 1/2"=1' _ _ '�? 6' Min. FOR UP TO 9'-0' SHUTTER BLADE LENGTHS, o 6' Min. FOR UP TO 9'-0' SHUTTER BLADE LENGTHS, o n o AND FCR SHUTTER BLADE LENGTHS GREATER THAN OR AND FOR SHUTTER BLADE LENGTHS GREATER THAN OR o a7 EQUAL TO 9'-1" INCREASE LOCKING PIN'S LENGTH BY _ EQUAL'f0 9'-1' INCREASE LACKING PIN'S LENGTH BY 7/8'`FOR EVERY 6" INCREASE ON SHUTTER B LENGTH. Edi a G { 7/8' FOR EVERY 6• INCREASE ON SHUTTER BLADE'S LENGTH. g \ JIIT— — I � � 1.000' N �- I -� a 2.081" �----27�" -� N L1 ALUMINUM ANGLE aas " 0 N� 2.081" sol asp, PLAN SCALE 1/2"=1- 'I o a II o u� r' ---- _� QR a N 2.250" 1 ODD, I I N m It �� , = 11 °? I ++ 1.362" g rR• I 1 \ _ In i� I IL o . n g , g CN I I —� O 00 .093" rn M $ �, 389" $ 7.000" (MAX.) �� `° cD + o II 2.40 �* 1.000" ; ; © ALUMINUM ANGLE cND N I �, o I I 0 23 167 -I ��' SCALE: 1/2"=1co ' + 0 �H MALE LOCK SLAT r=- " N II II .477' SCALE: 1/2"=1' I I 062-I co 125-{ FEMALULOCK SLAT �---2.750" -� SCALE 1/2'-,' ELEVATION 1.375' 25" _' Jt = 1.500 —IOUTSIDE or INSIDE LOCKERo to cm LOCKER FOR In to � & Q LO °° SCALE: 1/2•=," L ON LOCK FOR H 1 & 11 A GALVANIZED STEEL a neo-- 3.919" Nul- 4) SCALE 1• = 1 9 60"x.125" BA `'o g z.boo" �, 3.889" M os2" x 7" LONGFOR & 111.486• 2.000" .510" 1.460 ca to caK CENTERMATE LOCKING 04 O ° 2061 ►� .o o�, �,x,.206=1 I—o �' o STYLE. FOR & I 1 x 7" LONG. �. N c i O r-N co O = nj N 6063—T5 AL ALLOY 324 �i c�i --T to SCALE 1" = 1" 0 �} This s si r Oris T, 1.463" 2.t65 COMPONENTS �� z�� ,�� _.:� � � F B. C. 0 2.235" 1.463eR AS SHOWN mmummumm- 3.698" ASSA / B/G BERTHA HI-RISE ACCORDION SHUTTER 3.728 SCALE 1 HEAVY MALE LAT I1 HEA E LOCK SLAT 3i'4i°2 Q ACL AMERICAN SHUTTER SMEMS ASSOC.,INC DATE SCALE: 1/2'= SCALE: 1/2'=l" 1 L ECOINC. 4268 WESTROADS DRIVE TILLIT TESTING t ENGINEERING COMPANY RIVIERA BEACH, FLORIDA 33407 02-122 —^� 6595 N.W.36th.SL, Ste, 217,VIRGINIA GARDENS, Fl. 33166 Phone: (305)871-1530 . Fm:(305)871-1531 - EH-0006779 REV. No DEQ' MON am m No DERl xmm DATE DRAWING No WALTER A. TILLIT Jr. P. E. s SHEET 2 OF 10 t4A;;y" �i— _ FLORIDA Lic. 1 44167 2 4 POUND CONCRETE OR CONCRETE BLOCK WALL EXISTING GLASS IN CONCRETE RS REQUIRED ° 1' MIN.— CO O RET' ANCC. HORS LOCK DETAILS SHOWN ' ° - - - - - - - - - - - - — - ON N07ES ON LOCKS APPLICABLE TO L e — — " v Q,, Q. POURED CONCRETE OR 7NlS SHEET E 3 x 3 x " Al OR E CONCRETE BLOCK WALL. 2' X 2' X 1/8' Alum. TUBE {A'17 O O o REQUIRED *INLLA710NLOCKER S5 AT ALWAYS BE USED ANY 770N FOR ANY SPAN AND j OR OR OR B OR F F ° a. (6063-T5 ALLOY) a. 1" x 2' OR LOCKER©MAY §1,:1�41 AS AN INSIDE OR OUTSIDE LOCKER O+[ ❑}ORO +®OR 1 =W =w ° 1 1/2' x 1 1/2' OR E !F ATTACHED TO 114' 0 20 x 1'LONG S S. <' �✓ wow tarn 2" x 2' OR 2" x 3" OR THREADED BOLT '/0-20 x 5/8'INTERNALLY E w rn 2' x 4' OR2' x 5" x .125' A . OR } +f s c s c THREADED ALUMINUM MWUT. SEE INSTALLA77ON DETAIL ON V ® + C� �� v� 2.000 OR 2 ALUMINUM ANGLE x 3/16" THIS SHEE7. ca tS 3/16' 16 Num. POP t R. M. OR # 14 x 3/4' **FOR INSTALLAWONS AT ANY ELEVA77ON OF BUILDING AND IN ° w00 woo (6063-TB ALLOY) ADLY77ON 70 LOCKERS, A REGULAR T LOCK MAY BE USED w u.r w 4 r S. M. 5. 3/18' r ALUM. O 9' o, C. (Typ.) FOR SECURITYPURPOSES AT ANY DESIRED LOCATION OF POP RIVETS OR 14 x 3/4' S. M. S. G 3/16' s Alum POP CENTERMRTF (INSIDE OR OUTSIDE). o - - - - - - - - - - - S. M. S. AT 9' 0. C. RIVETS OR # 14 x 3/4" WHEN USED INSIDE, MINIMUM SEPARA77ON TO GLASS SHALL S M. S. ALSO BE VERIFIED FROM THE 77P OF SUCH T LOCK OR ° O 9' 0. C. (Typ.) FROhI THE O17iER SHUTTER COMPONENTS SHOWAI ON a G I I G E SECTION D (WIffCHEVER 15 MORE CRMCAL). °�(4oR(@w Q cR SECTION E-2PART# 0820, AS MANUFACTURED BY t:SERIES 9444 ALUM/NUM (2024-T3 ALLOY) LARGE FLANGE OR AVDEL CHERRY TEXTORN, PARSIPPENY, NEW JERSEY 07054 O ' r O OORO + SCALE: 3 8=1' THIN SHEET NU75ERT, G �`'� OR £QUAL.. ®OR (4OR D +o CONCRETE~ANCHORS - - - - - - - O 12 0. C. — — — H For F1 3LOCKING P N FOR - - - - - - - - F or�� —� LOCATK)N VARIES .J (A7 CENTER OF SPAN) * w/ STACKING (EYP.) SECTION D G £xlsnNG GLAss ,e a G SCALE 3/8'-1- n °d CONCRETE ANCHORS G O 12. 0. C. 2.00o' H I x I F or F1 I I F or F1 H For 1 I F or©1 - - - POURED CONCRETE OR —� J (AT CENTER OF SPAM* —� CONCRETE BLACK WALL J (AT CENTER OF SPAN) REQUIRm ** SECTION D-1 (MULTIPLE SHUTTERS) ** F or G POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED H EXISTING G (AT CENTER OF SPAN) — J ALTERMATE CLOSURE 1" x 2" OR 0 2" x 2' x .125' ' — I DETAIL W!@ ALUMINUM ANGLE a °a SCALE: 3/8'=1• (8063-T6 ALLOY) a: CONCRIETEANCHORS 3" x 3" x .090" OR C. CONCRETE ANCHORS 1' MIN. POURED CONCRETE OR a Y X 2" X 1/8' Alum. TUBE O 12' 0. C. CON g K WALL w (6063-T5 ALLOY) I — — I—DfISi1NG GLASS— — £Q. EQ. �R z sj� 4'. ° n - a ° o F or F1 2" OR OR ©+OOR 2 000 1 1/2' x 1 1/2' OR �2. 0' a 0 000'x- +® O 2' x 2' OR 2 x3' x a IN C TAt OR OR + /►� 2" x 4` OR 2" x 5" x .125' I 3/16" U Alum. POP D V OR 2 1/2' x 7" x 3/16' JJJ RIVETS OR 14 x 3/4' -97 G S.S. 9. S.0. C. (Typ.) E ALUMINUM ANGLE 14 x 3/4' S. M. S. (6063-T6 ALLOY) tai 3/16' f ALUMINUM POP RIVETS O 9' 0. C. (TOP do BOTTOM) OR — — OR 3/16 x 3/4 ALUMINUM — — E 1'x1-x,/8' Carr! H I POP /NETS O 9' D. C. ALTERNATE CLOSURE DETAIL W/E Alum. ANGLE SCALE: 3/8"=1' H I (6063-T6 ALLOY) ' I E CONNECTIONS TIONS iA Tnig 064 A�fisa . F. B. C. _.... ASSA / BIG BERTHA Hl—RISE ACCORDION SHUTTER as SHOWN SCALE F F1 �F ,or 1 F,or F7 Q or F1 3/14/02 —� J (AT CENTER OF SPAN) / TiILECOINC. AA/ER/Cr4N SHUTTER SYSTEMS ASSOC.,INC. DATE ** J (AT CENTER OF SPAN * ARA BEAWESTCH FAGS DRIVE � ) **�' TiWT TEST11V0 8c EN6INEERINC COIiPANY RMEI7A BEACH, fLOR/DA 33407 02-122 N.W.a3ath. Ste.217.VIRGINIA GARDENS.Fl.33166 SECTION E-1 6i (305)871-1= .Fax:(3G5)871-1=1 XX AVn U30WMV WE REN. Na DESCWgXW w7£ DRAWING No ONE SIDED SHUTTER: END CONNECTION DETAILES-OW6779 %f-�'' s WALTER A. TILUT Jr. P. E 1 3 SCALE: 3/8"=1' SCALE 3/8'-1' � �' -�'h t„ FLORIDA Lir. 144167 2 SHEET 6 OF 10