Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Construction Plans; Roll-Up Shutters
GENERAL NOTES: (SEE INDEX OF SHEETS ON SHEET 2) 1. BERTHA ROLL -UP HURRICANE SHUTTER SHOWN ON TH OCITY HURRICANE ZONES.: IS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE' WITH THE 2017 (Sth 'EDITION) OF THE FLORIDA BUILDING. CODE. THIS PRODUCT MAY BE INSTALLED AT ZONES OUT OF THE HIGH VEL DESIGN WIND LOAD SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE.. USING ASCE 7-10: AND SHALL NOT EXCEED THE MAXIMUM-(A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7, 17 THRU 29. ORDER. TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER',ASCE 7-10 SHALL SE FIRST REDUCED TO AS.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE VI/ MAX. (AS-D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7, 17 THRU 29. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS. TESTED, WERE NOT OVER STRESSED, A 33% INCREASE IN. ALLOWABLE STRESS. FOR WIND LOADS' WAS', hM USED IN THEIR ANALYSIS FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN ACCORDANCE WITH N.D.S. 2015. - BERTHA ROLL -UP HURRICANESHUTTER'S ADEQUACY. FOR IMPACT (BASIC PROTECTION, LEVEL 0 MISSILE) AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE. MENTIONED CODE AS PER: - AMERICAN TESTING LAB OF SOUTH FLORIDA. REPORTS # 0730.01-13 WITH ADDENDUM 01, DATED 8/5/14 , 0404.01-08. 0612.01-14,. 0530.01-14 WITH ADDENDUM 1j1, DATED 10/12/14. 0917.0,1-14 & 1211.01-14. 2: ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-TS ALLOY & TEMPER (UNLESS OTHERWISE NOTED). 3. ALL SELF DRILL SCREWS (EXCEPT.COMPONENT Q )' TO BE .CORROSION RESISTANT STEEL AS PER OIN SOOT AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. TEK SCREWS SHALL BE AS MANUFACTURED BY fTW/BUIEDEX. ALL SCREWS SMALL BE HEX HD' HWIL 4. BOLTS TO BE ASTIR A-307, GALVANIZED OR AISI 3G4 OR 31 S. SERIES STAINLESS STEEL WITH 36 ksi MINIMUM YIELD STRENGTH. 5. ANCHORS TO WALL FOR Q &©SIDE RAILS SHALL BE AS FOLLOWS: SEE NOTE 8 FOR SUBSTRATE LIMITATIONS. END RETENTION SYSTEM ' SLATS M & SUBSTRATE POURED CONCRETE ANCHOR TYPE & MANUFACTURER 3/8'0 POWEftFASiENFJRS,.'INC. WEDGE BOLT/' 5/16 P TAPCpN'XL DW/BUILDIX SI18"0 TAPPE13 XTREME/ POWE FASI.ENOS. we 5/16'' 0' ULTRACON/' 1700 G01j8L pRDDUCTs MIN. MIN EMBED. MIN. fc MIN. EMBED. MIA.. fc LUN.. ED. MIN EM13M. MINED. 1', 4 1/2' 3 1/2 3 ksi pim� fi 2 1/2' 3'ksl 3 1/8' 2' 35 ksi SUBSTRATE GROUTED CONCRETE BLOCK (ASTM C-90) ANCHOR TYPE &' MANUFACTURER 3/8'0 KWIK S. NILTI, INHUC. BOLT 0 TAPCON X 5/16 TIW/BUILDIX /16'0 TAPPER{XREf REM POWER FASTENERS, INC. 5/16" 0 ULMMN/ ELN.CON5T. PRODUCTS MIN.' E.O. MIN. EMBED, MIN. E.D. MIN.. EMBED. MIN:' ED. MIN. EMBED. MIN. E.D. MIN. EMBED: 4' 3 1/4' 4" 2 1/4' 4' 1 2 1/2" 1 2 //Y 2 1/4" * THIS, ANCHOR SWV1 NOT BE USED W/ SLAT (1) THIS DRAWING SFW,L ONLY BE USED TO OBTAIN. PERMITS IN THE STATE OF RLIDA SUBSTRATE: WOOD ANCHOR TYPE & YANUfACAMQN 1'/4' 0 KW SET/' ITW BDRDEX MIN: M N. ED. EMBED. ANCNDRS NOTES: (1) NO EMBEDMENT INTO FINISH MATERIAL SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEGdENT. 2 EDGE DISTANCE IS. BEYOND ANY' FINISH MATERIAL. (3) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER, - 6. ANCHORS REQUIRED FOR MULLION CONNECTIONS' SHALL BE AS SPECIFIED ON APPUCABLE SECTIONS SHOWN ON SHEETS 12 THRU 15. - - -KWIK BOLT TZ EXPANSION' ANCHOR MANUFACTURED BY HILTI, INC. -KK HUS-H SCREW ANCHOR MANUFACTURED BY H-WE GE -BOLT ANCHOR' MANUFACTURED BY POWER FIASTENERS, INC. MINIMUM EDGE DISTANCE AND SPACING, FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEETS. EDGE DISTANCE AND EMSEDMENTS ARE BEYOND ANY FINISH MATERIAL ANCHOR SPACING 0 100% EDGE DISTANCE 6 T00% EMBEDMENT 0 100% CONCRETE CONCRETE BLOCK 3/4'0 KWIK BOLT TZ - 1/2"0 KWIK BOLT TZ 27' 22 1/2" 9" 7 1/2' 4 3/4" (3000 psi) 3 1/4" (3000 NOT ALLOWED NOT ALLOWED 3/4'e KWIK BOLT TZ 3/810 WMK.HUS-14 SCREW 6' 4 3/8" Psi) 2" (3000 psi) NOT ALLOWED 3/8'0. WEDGE -BOLT 1 /2'A IMS-H. SL'gLR' OR wum, 4" 4 1/2- 5" 4 1/2' 2" 13000 psi)-. 2 I/2° (3000 psi) / (00 NOT ALLOWED NOT ALLOWED .T 6- 6- psi) NOT ALLOWED 5/80. KWIK HUS-H SCREW 1 7 1/2' 7 1/2'. 2 1/2' (3000 s), NOT ALLOWED 7. THE. INSTALLATION CONTRACTOR IS TO SEAL/CAULK. ALL PRODUCT COMPONENT' EDGES WHICH REMAIN IN CONTINUOUS CONTACT 'WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL PRODUCT TRACKS ALL AROUND FULL LENGTH, S. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE: SOUNDNESS OF THE STRUCTURE WHERE. PRODUCT IS TD BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS PRODUCT SHALL ONLY BE ATTACHED TO CONCRETE, GROUT FILLED CELL CONCRETE BLOCK OR WOOD' FRAME' BUILDINGS- SEE SHEETS 7 THRU 15 FOR LIMITATIONS FOR SUBSTRATE. 9. PRODUCTS INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWINO PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. To- PRODUCT UFTING MECHANISM NOT PART OF THIS APPROVAL. 11. (a) THIS P.E.D, PREPARED BY THIS ENGINEER IS GENERIC AND GOES NOT PROVIDE INFORMATION FOR A SITE SPECIFK: PROJECT; i.e.. WHERE THE SITE, CONDITIONS DEVIATE FROM THE P:E.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D.. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS -DETAILED ON THIS DOCUMENT, CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. - (c) THIS P.E.D. WILL BE CONSIDERED INVAUO IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC. PROJECTS SHALL BE PREPARED BY A REGISTERED ENGINEER OR ARCHITECT WHICH. WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR: THE PROJECT AND WHO %'ALL BE RESPONSIBLE FOR THE PROPER- USE OF THE P.E.D. ENGINEER OF RECORD,. ACTING AS A DELEGATED. ENGINEER TO THE P.E.D. ENGINEER, SHALL' SUBMIT TO `KRIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) ORIGINAL P.FSHAU.. BEAR THE DATE THAT PREPARED IT. AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD 12. SHUTTER MANUFACTURER'S. i.ABEL SMALL BE LOCATED ON. A REACILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION 1709:9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. - �'LlA�Et. 9 TO COMPLY WITH SECTION 170919.2 OF TILE FLORIDA BUILDING CODE. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) SHEET INDEX OF SHEETS: DESCRIPTION 1 GENERAL NOTESAND ANCHORS SPECIFICATIONS 3 COMPONENTS 4 BOX STRUCTURAL COMPONENTS AND ASSEMBLY DETAILS 5 ELEVATIONS FOR INSTALLATION INTO CONCRETE AND GROUTED CONCRETE BLOCK 6 Vx & Vy FORCES SCHEDULES FOR SLATS 1Q & Q INSTALLATION INTO WOOD FRAME STRUCTURES W/ SLATS Q & t3 & SLAT SCREW 11 7 8 INSTALLATION INTO WOOD FRAME STRUCTURES W/ SLATS 1Q & Q & SLAT SCREW 11 SECTIONS D, E. D', E' 9 VERTICAL SECTIONS , 10 VERTICAL SECTIONS A', B% C' FOR SLAT 3) 11 SIDE RAIL CONNECTIONS INTO EXISTING POURED CONCRETE .OR GROUTED CONCRETE BLOCK & INTO MULLIONS 12 END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION FOR ALL LOADS & SPANS 13 END & INTERIOR TRAPPED MOUNTED. MULLION INSTALLATION W/ LOADS & SPANS. LIMITATIONS 14 END & ANTERIOR WALL MOUNTED MULLION INSTALLATION FOR ALL LOADS & SPANS 15 END & INTERIOR WALL MOUNTED MULLION INSTALLATION W/ LOADS & SPANS LIMITATIONS 16 MANDATORY PROCEDURE TO. VERIFY PRODUCT CODE COMPLIANCE FOR INSTALLATION INTO CONCRETE OR GROUTED CONCRETE BLOCK 17 SLAT CD PERFORMANCE CHART FOR INSTALLATION INTO CONCRETE 18 SLAT 1Q PERFORMANCE CHART FOR INSTALLATION INTO GROUTED CONCRETE BLOCK 19 SLAT 3) PERFORMANCE CHART FOR INSTALLATION INTO CONCRETE & GROUTED CONCRETE BLOCK 20 SLAT 1@ANCHORS SCHEDULES INTO POURED CONCRETE, SCHEDULE Ila 21 SLAT 1Q ANCHORS SCHEDULES INTO GROUTED BLOCK WALL, SCHEDULE Ilb 22 SLAT (1) ANCHORS' SCHEDULES INTO POURED CONCRETE, SCHEDULE Ila 23 SLAT Q ANCHORS SCHEDULES INTO GROUTED BLOCK WALL, SCHEDULE Ilb 24 SLAT Q MULLION SCHEDULES, FLOOR TO CEILING & WALL MOUNTING, SCHEDULES la & 2a 25 SLAT Q MULLION SCHEDULES, FLOOR TO CEILING & WALL- MOUNTING, SCHEDULES 1c & 2c 26 SLAT 1 MULLION SCHEDULES, FLOOR TO CEILING & WALL MOUNTING, SCHEDULES I & 2b 27 SLAT 1 MULLION SCHEDULES, FLOOR TO CEILING & WALL MOUNTING, SCHEDULES 1 b' & 2b' 28 SLAT Q MULLION SCHEDULES, FLOOR TO CEILING & WALL MOUNTING, SCHEDt 'MA& 1 c & 2c 29 SLAT 3� MULLION SCHEDULES, FLOOR TO CEILING & 'NALL MOUNTING, SCH k r' -'V -y" FLORIDA BUILDING CODE (Non High Velocity .Huuicane Zone) O CLOSED SLAT 1 BOOSE 1 1/2'-1UM ALLOY SCALE 1 1/2'"1' lo MULLIONS e081-TS ALUMINUM ALLOY N N 2B0 u{• I f1'ry I—i.8B0' ® SLAT B/OPEN HACK W/SCRM BOSS 6063-TS ALUMINUM ALLOY SCALE 1 1/2'-1` 290. O.D. T�--teT I.Q.888' , 0` "T 1.878, B.0 TUBES b h t 1© WOOD 3" 2 0.125" BONCLOCK 3" MAX. 0.125" Q eai.Nocli 411 4 MAX. 0.25" MULLIONS b h t ® 4" 6" 0.25" ® 4" 6" 0.25" O BASE SLAT bW Alwe r Wm O SIDE RAIL TYPE 1 60833-TO ALUMINUM ALLOY r.250' 0.0. 7 7' ee ifl5` L0. L� (I)EXTENDED SCREW SLEEVE Wf0 END CAP RICID IPLON. 70-78 TYPED' SHORE HIRONE55 13 TRAPPED ANGLE aDB3-re auwNUM ALLOY COMPONE 10 N.T.S..111"'a1 N M4 f0-32 x I HEAD 8 I. H•V. W BY API ::1 © SeDET RAILuIuT1'P 14 OPTIONAL TRAPPED MOUNTED TUBE e3-T0 ALUMINVM A1DY FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) aM 45 & 45/S HOUSINGS 11* 1� END CAPS: BOX STRUCTURAL COMPONENTS AND ASSEMBLY DETAIL (SEE NOTES 10 & 11(t) ON SHEET 1), n D- 510E/END CAP' (CAST ALUMINUM)2Q— HOUSING,. 0.040" THICK SHEET METAL (3105—HI4 OR STRONGER) SIDE RAIL FASTENE®- VCABLE 3/I6" ALUMINUM PDP RNEfS(6 REQ'D EA: SIDE. CAP) : 2 0 TOP, 2 0 REAR, 20 BOTTOM AS AP SHALL BE CAPABLE TO SUSTAIN SLAYSWEIGHT AND ASSURE LIFTING. MECHANISM (SEE NOTES 10/1 & 11(6)/T) ��''•�GF�'•/9 •'• FLORIDA BUILDING CODE (Non .High Velocity Hurricane Zone) No. 44167 ' 02017 12IECO INC.. 40mm ER SLAT BERTHA ROLL -UP L.C. _ - I L E C O 1 Nc. HURRICANE SHUTTER DNAWN 9Ye L \ l�1�:' AMERICAN SHUTTER SYSTEMS ASSOC., INC. DAIS T1WT T6EIN0 ! ENGMEERINO COYPFNy v� \\, • - \A 8.J3.xA J 0. Y v..W + v3ew ewa; n nlJs 4269 Wc31RON' S Da WFSI' PAW 9EACIL FL 33409' F(. `.� ,,1 wee <m) m-ma . n . (saJ nhsv PHONE. (BD)999-2ng FAX: (Mfi 209-8390. 17-'�6 a mall: GH11671. l.com EH-0006)I9 OPAWINO Ne ®miu 0... Nxw manor... rt PE. nDPoOA Ua. NI6T SHEET 4 DV 29 . m 1 B/9 C/9 B'/10. v/1 O D'a MID.) P/11 OR (TYP. EA, END) END CAF m N aN N 3 W 3N sz s o �0 0/11 O, OR 6 (T1'P. EA. END) IH L _ MAX. MULLION SPACING (SEE SCHEDULE ON W1/12 orW1/13 or SHEETS 24 THRU 29) 1 !—HOUSING �I W2/14 or W2/15 D'® (TYPO 1 q/9 4� '/9 ( 4 I �J I w1/12 or•W7 MAX. /13nr L q'/10 B/10 urs�ur W2/14or{W2/15 !"MUM SLAT SPAN C'/10 (SEE SCHEDULE SHEETS 17, 18 do 19) (SEE SCHEDULE ON SHEETS 17, 18 & 19) TYPICAL SINGLE UNIT ELEVATION TYPICAL SINGLE UNIT ELEVATION W1O MULLIONS MULLIONS TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION W MULLIONS NOTE: SEE SHEETS.3' & 4 FOR COMPONENTS NOMENCLATURE. NOTE: SEE SHEET 3 & 4 FOR COMPONENTS NOMENCLATURE: END RETENTION SYSTEM INSTALLATION INTO CONCRETE/GROUTED CONCRETE BLOCK BUILDINGS FLORIDA. 9UILDING CODE (Non High Velocity Hurricane Zone) (USE MAXIMUM VALUE BETWEEN POSITIVE AND NEGATIVE A.S.D. LOAD) SLAT TYPE A.S,D, SLAT SPAN RANGE DESIGN PRESSURE RATING (P,s,f.) Q'-4' > 4'-5' > 5'-6' > 6'-7' > 7'-9' > 9'-12' > 12'-16' Vx Vy Vx Vy Vx vy Vx I Vy Vx Vy . Vx I Vy Vx 1. Vy"' 30.0 1164 60 1164 75 1i64 90 1164 105 1164 135 1164 180 1164 240 >30-40 1524 80 1524 100 1524 120 1524 140 1524 180 1524 240 1524 320. >40-60 1909 120 1909 150 1909 180 1909 210 1909 270 1909 360 1909 429 >60-80 1972 160 1972 200 1972 240 1972 280 1972 360 1972 48G — — >8.0-105 1634 210 1634 263 1634 315 1.634 368 1634 460 — — — — >105-120 1248 240 248 12481300112481,36()11248 300 1248 36() 1248 410 - I — — — — — SLAT TYPE n A.S.D. DESIGN PRESSURE RATING (Ps,f.) SLAT SPAN RANGE 0'-4' > 4'-5' > 5'-6' > 6'-7' Vx Vy Vx Vy Vx Vy Vx yy Vx Vy 5 30.0 434 125 434 125 434 125 434 1.25 434 125 >30-40 587 167 58.7 167 587 167 .587 '167 587 167 >40-60 883 250 883 250 883 250.883 250 883 250 >60-80 860 273 860 273 860 273 860 273 - - NOTE; IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMIT HOLDER TO VERIFY THAT EASTINGSTRUCTURE IS DESIGNED TO SUPPORT Vx AND Vy FORCES IN POUNDS PER UNIT FOOT OF PRODUCT HEIGHT AT BOTH JAMBS. SEE THIS SHEET FOR Vx &Vy VALUES. Vy SIDE RAIL_ VX Vy FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) No..4416T 02017 nciFra m 40mm. ER SLAT BERTHA ROLL —UP •. i�_ ECOtNt• HURRICANE SHUTTER �. e+t oe%An ,Q / AMERICAN SHUTTER SYSTEMS ASSOC., INC. t¢, v. T1Wi TESnNf. m FN61NPlMXa cow 5a5 s4 •u. xf vamrv. a im. 436s WF"nlRa{ss WK P ORIO\\"'`" \\ - ,. \ xK.xa - r4nx,.A .an}en-,�o.ra+n mo-1., W v P)IJl s.�1CN FL .1]a) PMONE I6il)999-3]],1 FAY. (561)209-9:50 17-226 (} 1 o ma®-0p0fiY,9 d.min 77 Io ^$ i Ii WFLMIW 4 44161E SSEEf 6. Oi 19 (uie samwEj TYPICAL SINGLE UNIT ELEVATION W/0 MULLIONS NOTE; SEE SHEETS 3 & 4 FOR COMPONENTS NOMENCLATURE. SLAT PERFORMANCE CHART IN WOOD FOR A GIVEN MAXIMUM A.S.D. DESIGN PRESSURE RATING (p,s.0 AND PRODUCT I ,oNuk/A I MOUNT CONDITION FOR INSTALLATIONS W/O STORM BARS PER TYPICAL ELEVATION il/ �I 11JI. ND) •ti_ MR111NM 1/2" NOfAN4 DETAIL 1 (OPENING ELEVATION) os.aANo zj z'. YaoD EMSTWG BUILDING STUDS (" EACH sM NOISE! MR DETAIL 1 I -WOOD FRAME WALL TO BE STRICTLY BUILT IN ACCORDANCE WITH SPECS GIVEN ON DETAIL I AND PROVISIONS FROM CHAPTER 23 OF THE FLORIDA WILDING FADE. MINIMUM LENGTH OF WALL AT EITHER SIDE OF OPENING SHALL DE 33. 2—MO ONLY FOR INSTALLATIONS INTO WOOD STUDS W/ (0-0.46 MIN.) STRUCTURES. JtL;1N J U—U N.TS. END RETENTION SYSTEM MAX A.S.D.MAX.- PRESSURE MAIM tP.O.0 SLAT S (it M2T. KMED MR SFAARRaN w� TO B1gf OF SLAT O MAX. S S "LMAX." (1t) LEA SEFAPATION I�t� TO BACN OP SLAT En SLATO sure rm MOUNT W MOUNT W -30.0 12'-O" 12'-0" 8 1 2" 8'-4" 7 1/8"t40.0 10'-0" 10'-0" 8 1 2" * 18'- 8'-4" 7 1 8" 4 *45.0 9'-O" 9'-0" 8 1 2" • 8'-4" 7 1 8"55,0 8'-0" 8'-0' 7 1 8" " 8'-4" 7 1 8" ca A. * ONLY REQUIRED FOR WIND ZONE 4. USE 1' FOR WIND ZONES 1, 2 & 3. 1/4" 0 MAXI SET ANCHORS MAX. ANCHORS SP CIN SCHEDULE SLATS 1 & &3 A .D. DESIGN PRESSURE RATING (P.D.6) SIDE RAILS 5 & 6 IyNy MOUNT BUILD —OUT MOUNT W/ 2' 9.0 t 30.0 PsT 4" 4' >t 30.0 TO f55.0 4" 4° FLORIDA BUILDING CODE (Mon High Velocity Hurricane Zone) 1/4"0 MAXI SEr 2 1/2' Min. PEN ON 0 WOOD /,'21' es. TO WALL OR OR RAFTER /) TRUSSES/RMERS 1/40 MAXI SET W/ 2 1/2' Min. PENETRATION O AlWOOD' 6.e. TO WALL OR TO OR RAFTER jTRUSSES/RAPERS EDGE OF OPENI ``. I HOUSING EDGE OF l I'� �-HOUSING T NO aT ,, OPENING `t ' BEYOND) V 1 W/ BQ cm.) EXISTING ' I 9 W/(g) (TYP.) ( O EMERi OTHER SLAT (BEYOND) I 14I I i O EV€RY OTHER SLAT W111 FI165H tl �i �1 It 11 1 WALL FINISH own eEP, H�iION S e L tl 1 } '.lw/(D N:n, U ISM t" r2T Yn4' MIN. Id. W000 '. SCE ANCHORS (2j 214• MIN. e ANCHORS STUD O 10 �`• j L 'CHEDULE g •Dorn. wooD ! STUD 0 10� '• ',L, '.,••, ' D.C. TAN(. REOUtRCD. .'� 1 •i 'T t 1 _� O N V O.C. MAX. REQUIRED. O Y i 0/7 0/W7 0/7 l .. 7 I -. WALL FINISH t WA'. P64H 3'Aa' MW. E WOOD 2'A4' MIN, EXISTTNO WOOD CONi. WOOD T CMQ DECK OR CONi. WOOD i 1 DECK OR BCONRMEDPUft CONNCRETE SLAB pgO BOTTOM PLATE I REQUIRED CONCRETE SLAB) REQUIRED 4 W/ V i I L_�" •, f ��°•'�/�--- EDGE: i,_._.. •• EDGE. (IF TARE) —�, OF APPUD" WALL MOUNTING WALL MOUNTING SECTION D—D SECTION D'—.D' N,TS• N.T.S. END RETENTION SYSTEM INSTALLATION INTO WOOD FRAME STRUCTURES 0 1/4"o LIM SET W/ 2 1/2' M7n: 4 MCC OFF OPENING EXLSFNOCLASS I (BEYOND) 1 ; f 24a' uw. t i I 2 to F', roAWW/O (TYP.) o EVERY OTHER sLAT t ETP�.eoN ¢�¢ (S1 O9OlASS H DDT Y fFi li 0 SEE NICHO SCHMULZ V7 :,0/7 '' T `I EXISTING 4 ( DECK Or E REOUHCREI 4W/BQ BUILD —OUT MOUNTING SECTION E—E N.T.S. .....c�i'.. a...sF•%. No.44167 1/4.0 MAXI W/ L 1/?' EDGE OF OPENING GVuSN m I/4'0 AIM SIT N/ 2 I/T SO% 1T2AcT Tm • 3/4' RW 0 24' P.e. TO a SCTE155 TfAbSES/TW S O 24' ex. (OPTICK TO HILL - 2' PAK, W/ BO (TYP,) 0 VWSRY OTHER SLAT Y AAION i SEP/A TO DUB@ q (SD: ocuE) omm iPp' -WALL FINISH ZJG'l:J • �) 4 SEE ANCHORS SCHEDULE I 0/7' I :,0/7 WOOD MIN.WOO T s % WOOD �. ' SIAe BOTTOM PLATE KTINOR t { DECK �. (. CONCRETE SUB REQUIRED REOWREO'j 4 w/ vQ I EDGE, BUILD —OUT MOUNTING SECTION. El —El --R:rs FLORIDA BUILDING CODE (Non High Velocity Hurricane Zme) 02017 TILTECA INC. 40mm ER SLAT BERTHA ROLL —UP HURRICANE SHUTTER L.C. DRAWN In p EG I LI L AMERICAN SHUTTER SYSTEMS ASSOC., INC. 4268 DRIVE WEST PALM BEACH, BFILN, - 81) PHONE; (li]T)BB9-2T72 FAX: (S61)2D9-6390 08/18/11 GATEISS ESDNO t LNOINEEIONO COMPANY 69. s1- 64 Sri - v.R1feA eMLnO. 1L MISS1 (ss) 411-1S:P.Im 1 pn1 �+-1ATI o-maR: GllemOPoteom EB-TILUIT 8 WALTER A IIWf &. P.E RDISUA Le. 0 4416] T 7-2� DRAWING 1u m. u. nmv urt ev. I. e4mla olac m:sam 1 SNEET a OF 29 POURED CONCRETE OR — GROUTED -CONCRETE BLOCK REQUIRED x 1 3/4' )N O 24' O.C. 1/4' x 1 3/4' TAPCON 0 24' O.C. OR 5/15-0 TAPCON XL ANCHORS AT 24' O,C..� HORIZONTALLY 1172 'T ORNLT+Du1[u-ENO CONCIETE BLOCK CPP _ j REQwREo / I- A / e HEX HEAD TEK MIN-. 'SEP,ARATION ( �; SCREWS 0 4' G.C. touSING TO GLASS i (SEE SCHEDULE) i f i3ORe 14 w 1 W/© (TYP.) ' 9 ANCHORS (SEE SCHEDULE RIDR ®E.VERf OTHER SIFT ; 2 ANCHORS (SEE SCHEDULE ON 20 1 0 �( SHEETS 20 Y 21) 1 SHEETS $21) 1 W/® (TYP)o 5 oR s 3 j o f 1 O EVERY OTHER SLAT D_ N O N-1 L F II �' OR 15 w/ o O OR K 0 EVERY OTHER SLAT 1 0;. m, W/ I � , S POURED CONCRETE OR - POURED CONCRETE OR — GROUT FILLED CONCRETE CROUT FlLLED CONCRETE BLOCK WALL REQUIRED BLOCK {YALL'REOLAREO ANCHORS (SEE NOTE 5/1) i .—! 6 1 w/O9 ANCHORS (SEE NOTE 5/1) J POURED CONCRETE REQUIRED POURED CONCRETE REQUIRED r/ WALL MOUNTED FLOOR/CEILING/TRAPPED MOUNTED SECTION A -A SECTION. B-B ILA 1/4' G X. 3/4' RW, BU➢LDEX TEK SCREWS 0 24' O.C. - END UP yy LAX. r; t/4' P x 1' HEX HElvfIEK SCREWS O' 4' O.C. h i' w yfl S A IXfERIOR 0: =o I N_1 1 0 EVERY OTHER SEAT n' R 113 J O — 5 OR@ �I W/ p /lliP"( `:l w/ POURED CONCRETE REQUIRED BUILD -OUT MOUNTED SECTION C-C ONCRETE BLOCK _E FLORIDA BUILDING CODE (Non Hlgh Velocity. Hurricane Zone) 1 1/4' r 1 3/4' TAPCON 0 24' O.C. pOURED'CONCRET�„ OR GROUTED CONCRETE BLOCK! REQUIRED \' 'L LFJ ,90 1Nc MIN. SEPARATION; TO GLASS (SEE SCHEDULE) i 7 3 vr/ e0 (1YP.)I �- E10FAIOR -® W EVERY OTHER SIATi S I w jp 8 OR 0(BEYOND)t a CJ I1 f J ! � �l W/ C10 (TYP.)i 0 EVERY OTHER.. SLATI i 4 W/ ) r ). POURED CONCRETLj ' REOUIR WALL MOUNTED SECTION A' —A' GROUT BLOCK POURED CONCRETE DR 1/4'.x 1, 3/4' GROUTED CCNCRETE \ TAPCON O 24' O.C. BLOCK REOUIREO i, Q /I O 1�0 -END CAP O 8 4 �1/44* 0 x ITEK * �j 3 W/cs) (TYP.) _ ANCHORS Z OTHER SLAY Of (SEE SCHEDULE ON SHEETS 22 k 23) ;j I EXIEPoOR N of O OR D N III O- W/0 Jo 13 OR ..� s (SEE NOTE 5/1) F n POURED CONCRETE REQUIRED FLOOR/CElLING/TRAPPED MOUNTED SECTION Bs-B' 5/16'd TAPCON XL HORIZONTALLY ORI ON ANCHORST 2S' D.C. T'\� I� ANCHORS_7' J IEDULE ON 22 a 23) GROUT FILLED CONCRETE--_/ BLOCK WALL REQUIRED = ANCHORS (SEE NOTE 5/1) ILLY"BUILDEX 0 24' O.C. END CAP x 1' w/O (TYP) S O E YOTHER SLAT E)(tEftIOR =o V OR© W. ? N W/ O J x 4 W/tEN Atbq — I �— POURER CONCRETE REQUIRED BUILD -OUT MOUNTED SECTION C'-C' CONCRETE BLOCK KE FLORIDA BUILDING CODE (Non High Velocity hurricane Zone) (D=7 mmco mc. 40rnm ER SLAT BERTHA ROLL —UP .HURRICANE SHUTTER LC OPAWN Bf: EC:O INc. IL AMERICAN SHUTTER SYSTEMS ASSOC., INC. 4269. ESR(r WWVS D DATE mNG't ENGRIEERING COMPANY it ai a45 -:i.SGHA u.�Os,R 9166 e-moil: 1Rlecw¢°N.com WEST P" REACH, R 33402 FHQNE7 (107)9A9=2JT2 FM (561)209-9380. I %—ZZ6 EB-OOO6J19 DRAWING It. rrr mmow ,tun m.Y @�14 yap W'ALTER A IIU.if 4., FLOWOA-.Lk. 4416T SHEET 10 OF 29 WALL MOUNT OPTIONAL ON SKEET 'I 3 SCRIEWS HEX HEAD TIN 04 ANCHORS WIN. E.O (SEE: SHEET 1) mcr- SEE SCHEDULE MR SPACMG ON. SHEETS (SEE INSIDE/TRAPPED MOUNT t@ SECTION Q-Q (PLAN) SECTION Q-Q (PLAN) ORIENTATION #1 ORIENTATION #2 FACE MOUNT END MULLION FACE MOUNT END MULLION SIDE RAIL CONNECTIONS INTO MULLIONS N.T.S. END RETENTION SYSTEM WE (SEE SHEET 1) AND SEE SCHEDULE FOR 11 SPACING ON SHEETS 20 THRU 23 FIGURED CONCRETE OR GROUT GROUT FILLED CONCRETE (g) (sLAT 30) HEAD TEK F@ OR (@0 (SLATO) SCREWS (SEE SCHESDULE _Jj NEE \ni 17 THRIJ 19) 1/4' HEx HEAD TEX -OPEN HOLE SCREWS A vC=w/ 3 OPTIONAL GROUT FnJ a 4' INSIDErrRAPPED MOUNT (REVERSED) ROUT FILLED BLOCK (AS APPLICABLE) BUILD -OUT MOUNT SECTION R-R (PLAN) ORIENTATIONS #1 & #2 FACE MOUNT INTERIOR MULLION MULLIONS /OPTIONAL F ID TEN CREW$ on, SECTION F;V-W (PLAN) ORIENTATION12 TRAPPED MOIJK'T INTERIOR MULLION FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) " Min. E.D. 4 Min. E.D. OR '(1) 3/4"0 KINK BOLT. l2'. EXPANSION 2"--i �FANC8, ®ENO AND INTERIOR MULLIONS 1 1/2 �'-3"�I 1 1/2' ®& ® ORIENTATION #9 AND END 1 MULLIONS & ® (ORIENTATION #2) FOR (2) 3/4'0 KWIK BOLT TZ PANSION 24 " Min. ED. 'Mitt. E.O. ANCHORS.O. INTERIOR MUWON EDGE OF STAB EDGE OENTTAATIION 2),. 24 DIOR IF APPLICABLE `i I i 17? IIF'APPUCIBLE 3'x3-0/2'z0'-6- 4. EXiERIOR' 6' (6061-16 ALLOY) Alum ANGLE EA SIDE W'/ (2) 3/0 THRU 80US 4 _ (60fi1'—m ALLOY) Alum, ANGLE J L EA.. SIDE W/ (2) 3/4"0 THRD TO MULLION & POURED CONCRETE D ' / (f'c 3 ksi N.in,) R 3' BOLTS TO O 3/44 KWIK BOLT TZ 8" Min. THICKNESS RECIDII MULLION h 1 3 4'0 KtVI t 1/2' EXPANSION ANCHOR 1 1�/2• 1! p `) / VI/ 6- Mtn. EMBEDMENT' ( 1. BOLT TZ PANSION ANCHOR.1 7 2. TO POURED CONCRETE T FatW/ 6' Min. EMBEDMENT TO (TYP- TOP &BOTTOM) t 7 I POURED CONCRETE (Typ. TOP 1 I & BOTTOM) GIASS — SECTION X1-X1 W/ * ALTERNATIVE SECTION X1-XI W/ �* i Cuss 2° L OR MULLION W/ ORIENTATION #1) 4"xfi" END &.INTERIOR MULLION W/ ORIENTATION #2) o.x AIn: I I 24 OR gw n N ; I J 1/2" 1 1/2' 1. 1/2_1 1/2- ^�--55• - U N oIt I I x3"x1/2"xD'-4' 2 —� I w L EXTERIOR 3' (6061—T6 ALLOY) �— 3' — 3•' ¢ o N { Alum. ANGLE EA SIDE W/ z o f ` i ® TO FAU WON HRU BOLTS .-�- 3• 25. Z rJ . l 1 I u = Q/® Of C / Q/11 OF Cl) 3/4.0 KVIIK BOLT TZ 1 I I I q.• EXiQtIDR EXPANSION, ANCHOR 4" EK(ERIOR I I 0? R/11 orTll� Ni R/1 1. ar W/ 6" Min. EMBEDMENT TOPOU == R•/11 I R�/11 TOP R& BED OOTTOM) E� 1 If2' 1 i/2'I EXTERIOR I / 1 1/2• .V D /J _ i 1%2' T I `3'x3"xl/2'i�0'-8" (6067-T6 ALLOY) Alum. %3 z3'xl/2 xO'-B8 (6061-T6 ALLOY) Alum. x1 l I I X1 ANGLE EA SIDE W/ 2). 3/4'0 TNRU ANGLE EA SIDE VI/S2) 3/4°0 TNRU CDP. tOP/90TION)I; I (Typ; TOP/601TOM) 1 t 801T5 TO MUWON � & • i) 3/l."6 KWIK BOLTS TO MULLION f� & (2) 3/,4•0 KWIK /T BOLT TZ EXPANSION. ANCHOR Yl/ 6' 14'in. BOLT i2 EXPANSION ANCHOR W/ 6-( Yipn. 1. I EMBEDMENT TO POURED CONCRETE (Typ. EMBEDMENT TO )POURED CONCRETE T p 1 1' TOP & BOTTOM Ij TOP &BOTTOM) I u T , 1- 3^ 2" 2` TEND MULLION ONLY) ANTERIOR MULLION ONLY POURED CONCRETE (f c = 3 kss Min.) SECTION X1-X1 W/ a * ALTERNATIVES SECTION. X1-X1 W/ � %.8 Min. THICKNESS - - - r I i L r i�i t d � �Q LB (4"x8" END & INTERIOR MULLION W1 ORIENTATION #1) (4"x8" END &INTERIOR MULLION W/ ORIENTATION EDGE OF SLAB L1 1 � � jEDGE OF SLA- A 2 ) IF APPLICABLE :IF APPUCABLE FOR (2) 3/4 0 KWIK BOLT TZ ANSION ANCHORS ®- 1FITERIOR MULLION SIDE }Sh6 & 6 AND BOX NOT SHOWN FOR nrn. ED.--� - Min. E.D. -C �, -.o_ END- RETENTION SYSTEM I (ORIENTATION #2). " Min. E.D. 9" Min, ED: I `OR (1 3/4 0 KWIK BOLT TZ EXPANSIOFI ANCHORS �i1 I ., NS FLOORTO CEWNG/TRAPPED MOUNTING: MULLIONS I�i4. OR 2(5 19 & (ORIENTATION p1 & #2) AND END MU LLI � _ f�t1a �S•?� 9: FLORIDA BUILDING CODE (Non High -Velocity Hurricane Zone) C T 1,1C� ,^' .1 'No. 44167 Q=7 WECA DIG. 40mm ER SLAT BERTHA ROLL —UP SL�11O1YJ VV_r `.*'s * HURRICANE SHUTTER ies END & INTERiORTRAPPED MOUNTED MULLION INSTALLATION * 9` `, IL EC O INC. AMERIgANSHUTTERSYSTEMSAS6OC., INC. 0°D4iEti 1PPLIGABLE TO ALL INSTALLA TIONs EXCEPT TwnsF' WI I IM1TaTInNC '=mo&,.�, �0 • % lLL T TESi1NC.t ENGINEER NG COMPANY 420 NESIRDADS DRNE PHONE 17-226 DRAWING Ilc' Min. ED. Min. E.D. _ j7(SEE Min. E.D.LE 2)^j"—(SEE SCHEDULE. #2)-j (4) ANCHORU— Min. E.II Min. E.U. I (SEE SCHEDULE #1) EDGE OF SLAB I`(SEE' SCHEDULE #1) �T r- SEE SCHEDULE #I) -( EDGE OF SLAB. IF APPLICABLE •1 1 111 1 IF APPLE i If 3- I -tr POURED CONCRETE —(fe = 3 ksi Min.); I' �i SEE SCHEDULES qT &.(12. _ n I �I it I I wl EXISTING�I I I a GLASS Z it 2- Min. F r I 24 OR 25 n �N N a N 11 Z o jl t I Y E 2 iR I do Q/11 or ' 1\ 0/11 or R/11 or I39 R/11 or R /11 R'/11 ,W xT n Xt (TIP. TOP/BOMM)1 1 In. roP/BOiiOM) i I'll POURED CONCRETE 0 (F'c = 3 ksi Ifin.),j R SEE SCHEDULES If AA I $1 & #2• EDGE OF SLAB Min. E.D. / I I S -.L�3 JIF IF APPLICABLE SEE SCHEDULE #I)--, i I.- Min. E.D: II (SEE SCHEDULE1)'l Min: E.D. j Min.; E.D. �-IIII (SEE SCHEDULE #2) —(SEE SCHEDULE J2) FLOOR TO CEILING /TRAPPED MOUNTING: MULLIONS. 2n4 OR. SECTIONS W-1 END RETENTION SYSTEM 3-0-xl/2"x0'-4° (60BI-T6 ALLOY) Alum ANGLE EA. SIDE W/ (2) 1/2"0 THRU BOLTS TO MULLION DITERIOR W1 ( AMC /2 EnR stD�E� f %2' 25 III I I II �^ EXTERIOR W/ (2) 7 j2"0 THRU BOLTS TO MULLION ALTERNATIVE SECTION XI-X1 W/ A* (4"z6" INTERIOR MULUON ONLY W/ ORIENTATION # 2) (4) ANCHORS—". (SEE SCHEDULE #1 SEE M IMUM@ (INTERIOR) &Q (END & INTERIOR) TRAPPED MOUNTED MUWONS SPAN COVERED V SCHEDULE 16 FOR IINSTAIIATIC! CASES 1, IT, & It ON SHEET 27 (UNITED LOAD;. Ill SPACING AND SPAN INSTALLATION} 06T11IKO bag I - RESIDENTIAL AND COMNFACIAL APPLICATIONS YA/ UWIUM AS.O. DESIGN LOAD, MgIRNM.WLUON SPACING. SEE SCHEDULES €1 & #2 FOR ANCHOR SPECS. INSDIUM CSE.la - RESIDENTIAL AND'COMMERCML APPLICATION W/' MAXBIUM'. A.S.D. DESIGN LOAD, M"UN MULUON SPACING. SEE SCHEDULESIII &.02 FOR. ANCHOR SPECS. ENSMARg1.M 9 - COMMERCIAL, APPLICATION FOR MAXIMUM A.SR. DESIGN LOAD, UAXWUN MUWON SPACING: SEE SCHEDULES III & 12 FOR ANCHOR SPECS." (2) nllcxaRs 2'!--;-=2'-I •. SIDE. RAILS 5 & 6 AND 90X NOT SHOWN FOR (SEE SCHEDULE 12) * CLARITY. O C. ALTERNATIVE SECTION XI -XI W/ (23j (,Fii" END & INTERIOR MUWON W/ ORIENTATION 1) 1*413 �•, (4"x8" INTERIOR MUWON ONLY W/ ORIENTATION 2) 0 ENDA,INTERIOR TRAPPED MOUNTED MULLION INSTALLATION* APPLICABLE TO A LIMITED LOAD, MULLION SPAN AND MULLION 1 1/2• END & SCHEDULE /1 INSFALLATION CASE' MIN. SLAB- THICKNESS � ANCHOR. TYPE & SIZE (T/P. TOP & BOTTOM) MIN. ANCHOR P1MIN, E GE, MR REO'D:. EMBEDMENT ANCHOR 3/B'9 HILTI INC KWIK, NUS-H SCREW & 3/8.0 POWER FASiEJER WEOGE-BOLT ANCHOR FOR ®'& ® (INTERIOR). 2 1/2' 5 1/2- MULLIONS W/ ORIETJTATION 12. I q 1/2 C HILT INC - SCREW & POWER 13 LT ANC (EN ORIE BOLT ANCHOR FOR (ENO &INTERIOR) 3" 6' UW.MR 1 UWOIJ W/ ORIENTATION fy1. HLLR INC Mk,BOLT T2 ONL FOR ® & ® INTERIOR ONS W/ ORIENTATION #2) & 6 (ENO MUUJ014 W/ 2 1/2- 5 1/2- RIENTATION $1). OR1/2"0 a" 1/2"0 MILT INC KPM1K FN5-11 SCREW & T POWER FASTENER WEDGE- BOLT ANCHOR FOR & (ENO OR 3' 6• INTERIOR MUWON) W/ ORIENTATIONS i1 OR, jY2 t R. /2'0 FBLTI WL K1Y11( BOLT TZ ONL FOR & lit t) DWONS W/ ORIENTATION 02) & (END =.N W/ 3 1/4• ] 1/2" RIENTATION, #I). u 6' 1/2.0 MLR INC MAN HUS-H SCREW OR 1/2-0 POWER FASTENER WEDGE- BOLT ANOHO.R SEE • NOTE ON SCHEDULE L' ON SHEET 25. VAUO FOR ENO & INTERIOR 3" 6' UWONS.& ® W/ ORIENTATIONS it OR 82. SCHEDULE /2 INSTALLATION CASES MIN. SLAB THICKNESS ANCHOR TYPE'& SIZE TYP.'TOP & BOTTOM ( ) MIN: ANC O MM EDGE DISTANCE'FO REWD. EIN BAN, ANCHOR I. I. h Q 4' 5/6.0 HILTIINC KWIK HUS-H' SCREW &. 5/8.0 POWER ASFE:ER V,7DOE-BOLT ANCHOR W/ ORIENTATION (1.., 2 1/Y FLORIDA BUILDING CODE (Non High Velocity Hurricane Zane) 0 sun TETECO L+ 40mm. ER SLAT BERTHA ROLL -UP HURRICANE SHUTTER LC, DRAWN De E�C O L AMERICAN SHUTTER SYSTEMS ASSOC., INC. 42M WTSTRONS DITRE WEST PALM SEfoR. FL 33407 PHONE: (WT)999-2T12 FAx: (501)269=9390- 06/16/1I DA E. STING & ENGUIEENINO COMPANY 6 si, 54. ws-- wmira uxmc, it .D:m Imsl QlI-tag h+: LAN na-:y: e-mail: 41lica6aDLcom ®-IXlOSJ18 .1 P.E WN,TER A TIN J4.1 FLORR4 Lie. 4a16J 17-226 DRAWING Ic m. w .. I: uR I .. I el®ny I . m :save af' SHEET 13 OF 29 7. E.o 2'XMULL.ION OEPTHx1/8" Cont. ALUM. TUBE (TOP & BOTTOM) W/ 5/16?0 TAPCONS XL W/ 2 1/4' Min. EMBEDMENT ® 24" ox. EDGE IF APPLICABLE CONTINUOUS POURED I \J — —� 4' EDGE IF APPLICABLE 7 3/4' Min. EA. 2" 7" CONCRETE (f'c = 3 ksi'�� 10' —� - 2" T- _ 8• Min. THICKNESS t i I .1/4"Cx3 4" TRW BVILDEX' / 7 3/4" Min. E.D. l 2 REO'D. I I TEK SCREWS 43 24' o.c. I 2= 2- I� CAP END .. Z' !j I POURED CONCRETE w v1 1/ , 7 3 4' I (f'c = 3 ksi Min:) ' \ POURED CONCRETE N �. F Min. ED. EO. EO. I 8" flirt: THICKNESS ( ) fJ(tERIDR f'c = 3.1isT Min. r-� 4' 1 REO'D. 8' Min. THICKNESS. <•. D(TfRIOR L N 1 \ t `\ ' I RED D. \ tzi 24 OR 25 'y EX(ERK3R . 1 V W ? N N I ® I ® 2, 2" 24 OR 25 4. 24 OR 25 Fz ow 11 i Q/11 or 'I 9 I Q/11 or ( 7 3 4" Min. E.D. I z" / 7 3/4' Min. E. o `may R/11 Or i I R/1.1 or \ t 4"X4'x3/B". c o R'/11 1R�/1 1 1�r4x43 E' 6061-T6 ALLOY ) ,—^- — — T ANGLE EA. SIDE. ) (6061-T6 ALLOY) Alum. ANGLE EA, SIDE d ola In if 2' 5 OR© EDGE IF APPLICABLE EDGE IF APPLICABLE - z y y EXISTING . IlrMin. I I GLAS6 �1 I 1 (WALL MOUNTED SHOWN, MAY BE SECTION X2-X2 W! OR * ALTERNATIVE SECTION X2-X2 W/ OR ALSO INSTALLED TRAPPED. MOUNTED i/z \\\�� \. 1 PER SECTION R'-R' ON SHEET 11.) (END & INTERIOR .MULLION (END & INTERIOR MULLION ) W ! Min.LI I/4"x1 I/4"xo.o62'xOONT. ALUM. (W/ ORIENTATION # 11. (W/ ORIENTATION 2) " rn a" 7 3/4' o- E.D. 1 ANGLE W/ 1/4"0x3/4" ITW BUILDER x ( 4 x6" or 4"X8' (6xX4," Of 8 %4'� � MIN. J TES SCREWS ®24" o.c. TO TUBE. 1/2" ' i 7LCONTINUOUS POURED ,\ i I CONCRETE (rc = 3 ksi Afire) I j• 10" n THICKNESS RED'mi END RETENTION SYSTEM X2 0 X2 ENDA INTERIOR WALL MOUNTED MULLION INSTALLATION (Tv. TOP/BM* ' T/2' ., I I ' 1/z" (rm. "Icm6u1 APPLICABLE TO ALL INSTALLATIONS EXCEPT THOSE W1 LIMITATIONS COVERED ON SHEET 15 AI 3/4" MIN. E.O. EO EOEA. 4'x4'x3/8'xO'-.10'(6061-T6 ALLOY) Alum, ANGLE SCALE' 1/8' = I" \ SIDE W/ (2) 3/4"0 THRU BOLTS TO MULLION & (2) 3/4"0 KWIK BOLT TZ EXPANSION- ANCHOR W/ S' Min. EMBEDMENT TO POURED CONCRETE i!``�1QQn :ti EDGE IF APPLICABLE WALL (TYP. TOP &. BOTTOM), ��`TI(Vl 4 Q. - // FLORIDA BUILDING CODE (Non High Velocity Hurricane time 4` _ WALL MOUNTING. MULLIONS OR n. 0 env IiL f Inca 40mm ER SLAT BERTHA ROLL -UP LC. No. 4416 POURED CONCRETE WALL HURRICANE SHUTTER c6AwN M. SECTION W 2 p L '� ` n �a c��mGNP AMERICAN SHUTTER SYSTEMSrvASSOC., INC. �7 (.� wE \ tv LJS1.xe ]lu. sL h ]M - vF:rt l" .Wui n Alei MAT PAW SWN. FI._ ]S4" •.• G� IQQ` �/4,1� etvx ; Pv) a dtl . rm : (m>) <T-tvi FHWL- (92T1B 2772 FAX (5G1)299-W81) 17-226 'o-mal: 4ltecol2od.cem 1 DRAWING la <� 1 ®-mofi7l g. m... almml nrz w. r. vmmmv mr. �? 11 ��L"TtR A TLLIf Ji., F.E an u-xo r I > $u9i1 14 OF 29 EDGE IF APPLICABLE- EDGE IF APPLICABLE 2"xMULLION. C)EPTHxt/6" Cont. ALUM. W � —A;� 4"--! - \\\,� TUBE (TOP & BOTTOM) / "EDGE IF APPLICABLE 2 1/2 5/16"0 TAPCONS XL W/ 2 7/4" 1 7 1/2' Min. E.D.7 � 1/2' Min. E.D Min: EMBEDMENT 0 24' ox. 7 - — — _ 1 MRI. ED. .. t.. 7 1/2" Min; ED. 2".. 2. 7 tIi 1 i \ POURED CONCRETE ` POURED CONCRETE 6, 3 kC Min.) 3 1/2' �\., / 3' kC Min:) 6" Min. THICKNESS p(jQ(lpR I • , 6" 6- Min" THICKNESS I 4-.,p�R1OR REQ'D. \ REO'D. i I /4'ex3/4" ITW BUILDEX 2.. ,��— `, ( 4° 24 OR 25 2" CONTINUOUS POURED EQ:-i-EQ.J I , I TEK SCREWS 0 24' O.C. I` w 7 1/2" CONCRETE (rc -3 Id MR) \ }Ain. E:D. 6" Min. THICKNESS I .END CAP 7 t/2" Min. ED.. 2" 2" } 1/2" Min. E.D. 4. 1 z. REQ'D. - LN I 24 OR - 7 4,"x4"xt/4" I _ _ y' 4"x4"xt/4" (6061-T6 ALLOY) EDGE IF APPLCABLE- (W61 �i ALLOYY. Lm. ANGLE EA. SIDE. SIDE_ EDGE IF APPLICABLE ¢� N N I E>REmgR ALTERNATIVE SECTION X2-X2 W1 NOR ALTERNATIVE SECTION.X2-X2 Wl m* ro o� ° 1 I (INTERIOR MULLION) (END & INTERIOR MULLIONS) (14/ ORIENTATION 21 (W/ ORIENTATION, Q/11 or a + Q/11 or (4"x6" or 4"X8") (g"X4 R/11 R/11 In.0 OR R'/1 i a g OR R.'/11' oy - 2' l �OR( 0SEE MAXIMUM (a(INTERIOR) & Q (END & INTERIOR) WALL MOUNTED MULLIONS SPAN COVERED BY SCHEDULE 2b' FOR INSTALLATION CASES I' & II' ON SHEET w Min. I i 27 s? ETtSTINc e clAss I I WALL MOUNTED SHOWN, MAY BE ALSO (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): � 0 n I I INSTALLEDTRAPPEDMOUNTED PER SECTION R'-R' ON SHEET IL) INSINIAMON CAS I' - RESIDENTIAL AND COMMERCIAL APPLICATIONS W/ MAXIMUM 2 1/2" -\�\ A-S.D. DESIGN LOAD, MAXIMUM MULLION SPACING. VALID FOR'. � Min. E:D _\ t' 7 1/4"xt 1/4"x0.062"xCONT: ALUM. CONNECTION TO CONCRETE W/ HIL-n .INC KWIK HUS-H OR 7 1/27 ANGLE W/ 1/4'Cx3/4" FTW BUILDEX POWER FASTENERS WEDGE -BOLT ANCHORS: MIN. E.D. TEK SCREWS ® 24' o.c. TO TUBE. INSfAllAT10N CASE IT -COMMERCIAL APPLICATION FOR MAXIMUM A.S.D. DESIGN 1 1/4' LOAD, MAXIMUM MULLION :SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILTI. INC KWIK BOLT TZ ANCHORS. _-7 31 26 x2 X2 1/4' "P'°P'�°°�' `• END RETENTION SYSTEM 7 MIN. Ste° ,/2" `OI'MN OL �" ` E.O. CONCRETE (fc = 3� ksi� 4 ,�.4"x4'xt/4"x0'-6^(606I-T6 EOtEO-, ALLOY) Alum. ANGLE EA SIDE W/ (2) 1/2"0 THP.0 BOLTS TO MLUJON END:& INTERIOR WALL MOUNTED MULLION INSTALLATION 4'm) 6'- Min. THICKNES$\ D:. & (2) 1/2"4 KWIK BOLT TZ EXPANSION ANCHOR W/ 3 1/4° Min. EMBEDMENTYO POURED CONCRETE APPLICABLUIGI LIMITED LOAD, MULLION SPAN AND MULLION SPACING. INSTALLATIONS EDGE IF APPUCABLE,� WALL. (TYP. TOP & BDZOM). - / SCALE 1 B ° '��� `VTJ •.- / �'° • FLORIDA BUILDING CODE (Non Rigb Velocity Hu cone 2one). WALL MOUNTING.: MULLIONS a OR.. (9 �.` � ' ;�' 6m1 n +«" m. 40mm ER SLAF BERTHA ROLL -UP L.C. POURED CONCRETE WALL ' � N0.4416 HURRICANE SHUTTER 0uxw m SECTION W 2 ' ` IL ECCINc, ,AMERICAN SHUTTER SYSTEMS ASSOC-, INC. �Te74' o A:�i or; Tait , „R� t aaI �RINo PA1,. 4268 , D� n END RETENTION SYSTEM STEP 1: OBTAIN JOB SITE'S A.S.D. DESIGN LOAD (p.s.f.) FOR THE OPENING AND DESIRED PRODUCT SPAN "L" (ft) TO PROTECT (SEE GENERAL NOTE #1, SHEET 1). STEP 2 ENTER TO CHARTS Ia, Ib & Ic. ON SHEETS 17 8 18 FOR SLAT Q, AND TO CHARTS fa, Ib & Ic ON SHEET 19. FOR SLAT (5)TO DETERMINE, BASED ON SUBSTRATE, ANCHOR TYPE AT SIDE RAILS & A.S.D. DESIGN LOAD (p.s.f.); THE MAXIMUM SLAT SPAN "LMAX" (il)AND THE REQUIRED SEPARATION TO GLASS. STEP 3: OBTAIN INFORMATION ON PRODUCTS SIDE RAIL ANCHOR SPACING REQUIREMENTS FOR CONNECTIONTO EXISTING STRUCTURE FROM ANCHOR SCHEDULES Ila & Ilb ON SHEETS 20 & 21 FOR SLAT(D & FROM ANCHOR SCHEDULES Ila & Ilb ON SHEETS'22 & 23 FOR SLATC3Z ENTER SCHEDULES WITH FINALLY DETERMINED ANCHOR TYPE, SUBSTRATE, MOUNTING TCPE. AS.b. DESIGN LOAD &.PRODUCT SPAN AND OBTAIN MAXIMUM ANCHOR SPACING (INCHES ON CENTERS): SEE GENERAL NOTE 5 ON SHEET FOR ANCHOR SPECS. STEP 4: IF PRODUCT INSTALLATION INCLUDES MULLIONS, THE FOLLOWING MANDATORY ADDITIONAL PROCEDURE IS APPLICABLE'. 1. MINIMUM SEPARATION TO. GLASS FOR SLATS IF MULLIONS ARE USED SHALL BE BASED ON INSTALLATIONS INDICATED ON CHARTS fo ON. SHEET 25 FOR SLAT D& ON SHEET 28.FOR SLAT03 . IT SHALL. BE MEASURED FROM BACK OF SLAT TO GLASS. 2. ENTER SCHEDULES lac 22, lo, 2c, 1b, 2b, tb' & 2b' ON SHEETS 24 THRU 27 W/A.S.D. DESIGN LOAD; MAXIMUM MULLION SPACING (MAX., 12', W. TOR-G-10' FOR SLAT( 8 SHEETS 28:& 29 FOR SLAT03., AND DETERMINE MAXIMUM MULLION SPAN (HEIGHT) W/ALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN ( (25), MULLION TYPE & MULLION ORIENTATION. 3. SEE SHEETS 12 THRU 15 FOR REQUIRED MULLION CONNECTION DETAILS AT TOP & BOTTOM FOR FLOOR TO CEILING (TRAPPED) OR WALL MOUNTINGS OF MULLIONS INTO CONCRETE FOR A GIVEN MULLION TYPE (2va ,@) A. 71(4 f , � FLORIDA BUILDING CODE (Nan High Veloc+ty Hurricane 0,2317 mnW us. 40mm ER SLAT BERTHA ROLL —UP L.C. .HURRICANE SHUTTER murk+ st IL EC Z 7-AMERICANSHUT-TER SYSTEMS .ASSOC.,INC. 08OAr&" was ewe aEncn, n, �aur 17-226 niCXE {Hi])999-Zr12 EA%: (961)309-938D moo, _o.rt aea.w ovmnd nn OPAwINe Eo an n� u a , SHEET 16 OF M SLAT 1O PERFORMANCE CHART POURED CONCRETE SLAT PERFORMANCE CHARTS Ia Ib 8t IC:. (ONLY VALID FOR 3/8N SLIP) FORA GIVENA.S.D. DESIGN LOAD (P.1.0, PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPE CHART Iet. CHART Ib CHART IC OSE IA"04 VALUE SE0aM P051@E AND NEOMK ASA LOAD D5E XLyOy NA 3/8.0 WEDGE BOLTANCHOR 5116'e TAPCON XL, ULTRACON OR.TAPPER+XTREME PDSMVE &S-D. LM VALUE ANCHORS - A,S,O. DMGN LOAD (pa) MAX 'SIAT SPAN 'EMAIL' (F1) MAX. SLAT SPAN tIA '(FO I REQUIRED MIN. SEPARATION T(1 GLASS MFASUfiEO TO HACK OF SLAT (in) SEE NOTfSi rui 1NUN! sE wiC: # 1FWPFD 00w11 sE xNFs # Y BIIID-wr r! w Sf£ Nmtsi +� fiun0-art r/ 9E N016f r/ =E * 4" 6IDd upw��gs / 'h Na6 # MW-. _WLLVT '.Sd 1N * 1RVPED u0u9r = N=.* T BiMart uouNr r/ ® St NUl6 # 1-&H➢-out uaat r/ sF£©f Y 6u¢D-0ut wawa v/ 6�, SE WR9'# P 6uwn 1Wwa W/ m ®Isf 30.0 WLe 16"e0" 8,'-0' W-0'- 16'-0' i6'-0' 177 i6-" 8'-0' 8'.-U' 12'-0' 10'-3' 7 1/4 35.0. ifi'-0' i6'-0' 8'-0' B'-0' 16'-0' 15'-3' le-0' 15'-0 '8'-0' 8'-0' 11'-0' 9'-3' 7 1/4 40.01,6'-0' /6'-0' e'-U' e'-0' `78'-0"1 41-0' 16'-0' 13'-fi' e'-0' 8'-0 .10'-0' B'-5" 7 1(4' 4510 'Ifi'-0' 15'-fi fi'-0" 6'-0' IS-0" 12-6' 8'-0' 7'-10' 9'-6' T-10' J 1/4� 50.0 15'-5' 14'-71• 8'-01 8'-0' 14'-0• 12'-3' 14'-r4 11'-6, 8'- ' 0 7-4' - 8•_9. 7'-4' 81/4' 55.0 14'-10` 14'-4 8'-0" 8'-0' 13'-3' 11'-4 15-6' 10'=9" 8--0' W-i0' BL3• 6'-10- B 1/4- 60.0 14'-3' 13'-9' 8'-0' 8'-a' 12'-3' 10'-9' 12*-S' 10'-0' 7'-9- W-V p-0• e•-8. 9" 65.0 13'-9' - 13'-3' W-0• W-0' II' 6' 10'-3' 12'-0' T-3• 7 6` 6'-3' ]•{• 8.-j. 8" 7Q0 13'-1' 12'-7- B'-0' 8'-0' 10'-9' 9'-9' tip-O* 8'-9" Tr3' 6'-0 7'-3' 6'-0' 9 75.0 12:-7 12-7' 8'-0' W-0' 10'-3" 9'-3' 10:-9' 8'-3• 7'-07 S'-10•- 71-O• S.-I8• 9• 80.0 12'-o' H'-6' 8'-0' g'-0' 9'-9' 8'-9' lU-4' 7' 113' 6'-9' S'-9' 6'=9' S'-9' 9' 85.0 Il'-4' 10'-10' 9'-97 7"-4' 8 1/2 90.0 t0'-9' 10'-3" 95.0 _ 10'-0' 9'-5' 8!-9' W-91 100.0 9'-5' 8'-11' - - _ 8.-.w W-8' _ _ _ _ ]. 1/2' 190.0 8'-I' 7--7• _ _ _ _ T-4' 6'-3' - _ _ 7• 115.0 7'-6" T-0"T-0' 5/e 120.0 6'-10' W-10' - _ - 6-10" - 5'-0' '6 5/8" SLAT SLAT SPAN. DEFINITION 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED. AS LONG AS. ANCHOR SPACING SCHEDULES ON SHEET 20 INDICATE THAT AN ANCHOR SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.O. DESIGN. LOAD, 2. REQUIRES SIDE RAILS FASTENED TO EXISTING STRUCTURE WITH 3/8-0 WEDGE BOLT, 5/16a TAPCON )0- 5/167 0 ULTRACON-OR 5/16' 0 TAPPER+XTREME. ANCHORS, INTO POURED CONCRETE OR WITH 1/4"O HEX HEAD HWH SELF -DRILL TEK SCREWS AT MULLIONS CONNECTION. VALID FOR WALL MOUNTED, TRAPPED MOUNTED, AND BUILD -OUT MOUNTED. 3. MAXIMUM SLAT SPANS FOR INTERMEDIATE .LOADS MAY BE DETERMINED BY LINEAR INTERPOLATION BETWEEN END VALUES. 4, MIN. SEPARATION TO GLASS FOR WIND ZONES 1, 2 & 3 IS 1" AND AS SHOWN ON CHART Ic FOR WIND ZONE 4. PER. ASTN E 1996. END RETENTION SYSTEM, -, S. , QED CONCRETE 3Aia� iCEN.0 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) SLAT T PERFORMANCE CHART GROUTED, CONCRETE BLOCK SLAT PERFORMANCE CHARTS Ia. lb & IC: (ONLY VALID FOR 3/8°SLIP) FOR A GIVEN A,SSD, DESIGN LOAD (P.s.f), PRODUCT MOUNT CONDITION INCLUDING ANCHORTYPE CHART Ia CHART lb CHART IC .. USE MA=Uk VAWE BETWEEN POSRM1E AND, NEGAM Asa I= USE. WXUUM POSITIVE A:S.B: LOAD VALUE. WWONIL7IKWIKHUS.BOLTANCHOR- 5l16'IDTAPCONXLULTRACONORTAPPER4XTREME - ANCHORS ASD. DESIGN LDAD (Psf) - wAu uOUNF RFx V TiAPPFD u0tR8' 2 au.k MAY MAT SPAN tAkV - (Fr) 2' 6ULLDbtlf a' aun-/ 7 MaQM7�yx/ YWgjlnyx! WuQJ[3! ss2 xmE5t `3£Nolcs#-3TE-N�IEs# - 4• Bln�p;Put w�Q+jt9x/ IlE. h�16# - YUii -ma SEi�m[s.k. 1PIFPED 4whT stE nvlkS{ MAY: SZAAT SPAN -L 27 9�naWf a" RAU-= Y Mn -W 4' B�R0 a x! w/ xunrt x! xwa�rt sE Mmtsi s¢.rbhsk s¢® -sE MtEt REQUIRED: MIN: SEPARATION TO GLASS MEASURED TO BACK OF SLAT SEE(NOTES* 30.0 14'_7" 1V-7' 0•-0' 8'-0'' I7'-0' 9•-7' 10'-6' 8'-0' 7•_3• W-6' 7'-67 0'-IT 7 1/4" 35.0 13!--T 17-7" EV-T 8'-0' 10'-o- 8`-8- 9'-8' T-4' 6'-8' 6'-1' Y-Q 6'-L' 7 Ile - 40.0 13'-0' 12'-6' B'-a' T-6' 9'-4` '8'-0' 9'-b' 6'-8' 6'-3' S'd0- fi'-8" $'-9' 7 1/4' 15.0 12'-0' tY'-fi" 8'-0' 7-p' 8'-10- ]'-7" B'-b' 6'-3' 6'-0' 5'-6' fi'-3" 5'-]' 7 1/4' 50.0 10'-6- 7-9- 6'-6- W-4- 7'-2- W-0' W' 0' 5'-9' S'-1 }' S'-4' p 1/4' 55,0 10--O" 9'-9-' 7-2' W-41 7'-10' 6'-7' 7'-4` V-S, _ 5'-6- 5'-1' 5'-9, 5'-2' 6 1/4' =6D.0 9'-6- 9'-3' a=10' 6'-0- 7'-6" 6'-4' 7-W V-5' 51-Y V-li' S'-fi 5'-0- 7 I!2" 65.0 9'-0' 8'-9' 6'-8 $'-8' T-0' 6'-S' 6'-6 5,-S - 5',1" 4'_10- 5'-3" 4'-H- 7 1/2' ' 70.0 &-6' 8' 31 6'-6` 51-6- 6'-9' 6'-0' 5'-•C' 5-0' 5'-0- 4'-8" 5-0 4'-tII" ] 1/2' 75.0 6'-0.' 7-9' fi'-3' S'-5- 6'-s- S-9' 6'-3' 6'-10' 4,-10- C-7- $-11' 4'-B" 7 1/2• 6'-0. - 5`-4' V-D' 5'-C 6'-0' 4'-8" e.-S- ,- 4•-6' V-16' 4-7- 7 1/2- 85.0 T-3' T-0' - _ - 5'-6' 4'-6' - - 6 5/fl' 90.0 `7-Q" 6' 6 5/0' 95.0 7'-0' fi'-6' - - - - a -II' 4'-3' loom 6'-9- 6'-4' 105.0 6'-8" W-O' - - - - P-W 4'-0- - - 6' 5/8- - 110.0 V-6-' T-9" - - - - 4'.-B' X-if- - - - 6, 5/9- 115.0 6'-5- 5•_6- _ _ _ _ V_p p-1p• _ _ _ 6 5/6' W120.0 m W-3' S1_3• - _ _ _ 4'-G' 3'-9' SLAT —SPAN SLAT SPAN DEFINITION 1. ABOVE INDICATED MAX, SLAT SPANS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEET 21 INDICATE THAT AN ANCHOR SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D, DESIGN LOAD. 2. REQUIRES SIDE RAILS FASTENED TO EXISTING STRUCTURE WITH 3/8'0. HILTI. KWIK HUS B04T, 5/16'o TAPCON XL, 5/16 0 ULTRACON OR 5/16' 0 TAPPER+XIREME ANCHORS- INTO GROUTED CONCRETE BLOCK OR, WITH 1/4`0 HEX HD. HWH SELF -DRILL TEK SCREWS AT MuwoNS CONNECTION...VAUD FOR WALL MOUNTED', TRAPPEDMOUNTED, AND BUILD -OUT MOUNTED. 3. MAXIMUM SLAT SPANS FOR INTERMEDIATE LOADS MAY BE DETERMINED BY LINEAR INTERPOLATION BETWEEN END VALUES: 4. MIN. SEPARATION TO GLASS FOR WIND ZONES 1. 2 & 3 IS 1' AND AS SHOWN ON CHART Ic FOR WIND ZONE 4. PER ASTM E 1996. END RETENTION SYSTEM INTO lots rSjCONCRETE BLOCK FLORIDA- BUILDING CODE- (Non High Velocity'- Hurricane Zone)' SLAT 03 PERFORMANCE CHARTS POURED CONCRETE SLAT PERFORMANCE CHARTS Ia. Ib & ICI (ONLY VALID FOR 3/8' SLIP) FOR A GNENA.S.O-DESIGN LOAD (p.SA , PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPE CHART I8 CHART lb CHART IG USE MA1,yUUN, VAUE IBETWEEN. P&Mn A40 NEGATIME AS.D. LON/ U5E MWMUM LEAD 318'0 WEDGE BOLTS ANCHOR 5118"0 TAPGON XL ANCHORS POsrwE A.SO_ VALUE DESIM, MAX. SUIT SPAN "LAUNI. (FD MAX SLAT SPAN 'L.Mw.` (� REQUIRED NW. SEPARATION TO GLASS MEASURED TO BACK SLIT n sc Bens t. LOAD (Vs() WA4 MDIWI sErr rmes # -19N+RT1 YgME s2 nmEs k S wu�_ W/ sx # 4^ 6^.m-uR YWBf r/ se ®# piE, YOIBif - zE xons'# iPwwm' MgNj sas ,ens t 2' ewno'n MW6f r/ sET ®# a it w MOIn1f xc �s 36,0 - 8'-4' 8'-4' W-4' 81.-V "-4" Wr W4S 8'-e 6 3/4• 35.0 W' 8'- 5'-4': 8'-41 8'-C 8'-4' 8'-4' - 8'-C 6 3/4- 40.0 8'-4' 8'-e : 8'-4" B'-e W-4' 8'-4` 8'-P 8'-4' 6 3/4' 45.0 8'- " W7 8=4' W-4- B'-4' e'-4" 8'-f' 8'-0- 8 3/4' 50.0 W-4' 8'-4' e'-4' 8'-4' V- 8'-4' W-4' ]'-V 6 3/4' 55.0 8'+ V S° v 8'-4' - 6'-4"' 8'-4" 81-e 81-41 7'.-O' 6 3/4" 60.0 8'-4" 1 81-4" 8'-4" 8'-4" 8'-4' 8'-4' 8'=4' 8'-8" 6 3/4' 65.0 70.0 7'-5' 7'-5' 7.-5- T_5' 3•_6• .7_S• 7•-5•. - 8•r0• 8 3/87 75.0 1'-00- 7'-0' 7-0' 7:-0'f 7'-0' 7-T 1 61/4' 80.0 6'-10' 8'-10' fi'-10' e'-10' 6'-10" 8'-10' SLAT r-SPANS' SLAT SPAN DEFINITION, 1. ABOVE INDICATED MAX:. SLAT SPANS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEET 22 INDICATE THAT AN ANCHOR. SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D. DESIGN LOAD. 2. REQUIRES SIDE RAILS FASTENED TO EXISTING STRUCTURE WITH 3/8"4 WEDGE BOLTS ANCHOR OR 5/16'a TAPCON XL ANCHOR,- INTO POURED CONCRETE OR WITH 1/4'0 HEX HD. HWI1 SELF -DRILL 410 S.S. SCREWS AT MULLIONS CONNECTION. VALID FOR WALL MOUNTED; TRAPPED MOUNTED, AND BUILD -OUT MOUNTED'. 3. MAXIMUM- SLATSPANSFOR INTERMEDIATE LOADS MAY BE DETERMINED aiY LINEAR INTERPOLATION BETWEEN END VALUES, ' 4. MIN. SEPARATION TO GLASS FOR WIND ZONES 1, 2 & 3 IS 1- AND AS SHOWN ON CHART le FOR WIND ZONE 4,: PER ASTM E 1996. END RETENTION CONCRETE OR GRO GROUTED CONCRETE BLOCK SLAT PERFORMANCECHARTS I&. Ib &: IC: (ONLY VALID FOR 3/&,' SLIP) FORA GIVENA.S.O, DESIGN LOAD(p.s.f);PRODUCT MOUNT CONDITION INCLUDiNGANCHORTYPE CHART Ia 'CHART Ib" CHART' IC OSE.M&V" VALUE 80WEDi P09INE IiND NEIATNE A.58. L010 USE MAXIMUM- PONE AS.D. LOAD VALUE WrOJ. HILTI KINIK HUS BOLT ANCHOR . 5116"0 TAPCON XL ANCHORS' A-ML MAX SLAT SPAN twe (FT) WAY SLAT SPAN `Lwx' (n) REQUIRED MIN. SEPARATION TO MEASURED TO BACK OF SLAT g miniEs # LOAD (psn M6u+r wis s YODI.T s¢.x00s s MmmD-�r v/ sEE { un�wQr2�-Ark/ sa: mns t MOUrn SEi cans • mw0 -st wrr� k mom W/ ®s ilalur W �z�t 30.0 8'-4' 6'-4" B'-ir 81-4' 8'-4' 8'-4" 7'-1j" 6'-4- 6 3/4' 35.0 8'-4' 8'#' ,8'-4' 7'-7' 8,. , 8'-4' 7 & 5'-10" 6 3/4' 40.0. 8'-4' 8'-4" 8'-4' ]'-0' 8:-4' 8'- , 6'-6" 5'-6' 6 3/4' 45.0 8'-4' 8'-4' 8'-0' 6'-6' B:-4' 8'-4' 6'-0;. 5'-2' fi 3/4' 7-W V-2` B'-4' 6'-4' 5'-9' V-10" 6 3/4' 8':4' 7'-0'S-10" 8'-4' e'-C 5'-5' 4•-9' 6 3/4'6'-8' V-7` 8-4' 5'--e S'-Y' 4"-F 6. 3/4'7'-9" 6'-4' 5'-4` T-8" 7-9' 5'-W V' S" 8 5/8'7-5' Im 6^-0' 5'-0" 7'-3' 7'-5' 4'-10' 4'-3' 63/8' ]' 0'5'-10'4-11.T-0' 7'-D' 4'-7' V-2' 6 1/4' W-10' 6'-7" 4'-9' '6'-10' 6'-10' {`-6' 4'-0' 6 1/8' 4 IR 1. ABOVE INDICATED MAX: SLAT SPANS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEET 23 INDICATE THAT AN ANCHOR SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D. DESIGN LOAD, 2. REQUIRES- SIDE RAILS FASTENED TO EXISTING STRUCTURE WITH 3/8'0 HILTI KWIK HOB BOLT ANCHOR OR 5/16'e TAPCON XL ANCHOR INTO GROUTED CONCRETE BLOCK OR WITH 1/4 0 HEX HD: HWH SELF -DRILL 4.10 S.S. SCREWS AT MULLIONS CONNECTION. VAUD FOR WALL MOUNTED,... TRAPPED MOUNTED, AND BUILD -OUT MOUNTED. 3. MAXIMUM SLAT SPANS FOR` INTERMEDIATE LOADS MAY BE DETERMINED BY LINEAR INTERPOLATION BETWEEN END VALUES. 4. MIN. SEPARATION TO GLASS FOR WIND ZONES 1, 2 & 3 IS 1" AND AS SHOWN ON CHART Ic FOR WIND ZONE 4. PER ASTM E 1996. FLORIDA BUILDING CODE .(Non High Velocity Hurricane Zone) END RETENTION SYSTEM W/ SLAT n WALL MOUNT DESIGN p (oN1.7. SW SPAN RANGE 0'-4't > 4'-5't > 5-6'1 > 6'-7't > 7'-9't > 9'-12't > 12'-16''1 s 30.0 S. .9" 9' 9" 9' 9' 9" >30-40 8' 8' 8" e" 6- 8' B" >4G-66 '7" 7' 7" T 7" 7" 7" >60-80 6 1/2" 6 1/2" - 6 1/2- 6 1/2' 6, 1/2" 6 1/2'. - >80-to5 7 1/2" 7 1/2" 7 1/2" 7 1/2" 71/2" '- - >tos-tz0 9' 9'1 9" TRAPPED MOUNT A--.D. . OF3iG?l RANG (w.) SLAT SPAN RANGE 0'-4' t > 4'-h-4 > 6"-7' t > 7'-9' t > 9' W t > 12'-16't S mo -6" 6" 6' 6' 6' 6" >30-40 fi" 6" 6' 6' 6" 6' >40-60' 4 1/2" 4 1/ 4 1/2' 4 1/2" 4 1/2" 4 1/2" >60-80. 4 1/2- 4 1/ 4 1/2` 4 1/2" 4 1/2">80-105 5` 5-5" 5" ->105-120 6' 6' 6" - - - WALL MOUNT ASA• LOAD RANGE F>IN(£ SLAT SPAN RANGE D'-4' i > 4'-5' 1 > 5'-6' t > 7'-9' t > 9'-12' t > 12'-16' i s 30.0 4. 1/2" 4 1/2" 4 1/2` 4 1/2" 4 1/2" 4 1/2" >30-40 3 1/2" 3 1/2" 3 1/2- hf/2" 3 1/2" 3 1/2"' 3 1/2- >46-60 3 1J2" 3 1/2" 3 1/2"3 1/2" 3 1/2" 3 1/2" >60-Bo 3 1/2" 3 1/2° 3 1/2" 3 1/2" 3 1/2" 3 1 2>80-105 4' 4' 4 4">105-120 4- 4" 4' - - TRAPPED MOUNT A.S.DD. RANGEN (PNG) S1AT. SPAN RANGE 0'LOAD -4' t} 4'-5't > ' 1 > 8'-7' 1 >. 7-9' t > 9'-12' 1 > 12'-16'1 z:30.0 5" 5' 5" 5- 5" 5" 5' .>30-40 4" 4' - 4' 4" 4" 4" 4" >40-60 3 1/2" 3 1/2" 3 1/2" 3 1/2' 3 1/2" 3' 1/2' 3 1/2" >60-80 3 1'/2° 3 1/2" 3 1/2- 3 1/2" 3. 1/2" 3 1/2" - >00-105 4' 4 4" 4" 4' - - >105-120 4- 4" 4" 4' - - - SLA �SPMTJ---1 Cm=!j SLAT SPAN DEFINITION t NOTE - MAX SPAN FOR A GIVEN. A.S.D. DESIGN LOAD: SHALL hOa EXCEED MAX; SLAT SPAN INDICATED ON SLAT PERFORMANCE CHART ON. SHEET 17. )ESIGN LOAD & SLAT SPAN RANGE t BUILD -OUT MOUNT W/ A.S.D. W11M5rl/2 - SLAT SPAN .RANGE t > 5-6't. > 6-7't > 7'-6't 4"BO :2"B.O 4"B:O 2'BO. 4'B.O 2"B.O 4RG s'30.0`4 1/2 6"4 T/2 �4 1/2 6' 4 1/2 >30-404 Z2"B.0 I/2 5" 4 1/2 $" 4 1/2 5" 4 1/2>60-60 BUILD -OUT MOUNT W/ 15 - - SLAT SPAN RANGE. DESIGN LOAD_ 0.'-4't > 4-5' 1 I > 5'76' t > C-7' i 1. - > 7•-9' t I > 9'-12' Y > 12"-16' t 9ulcE (A..f.) 2" B:O 4" B.O 2" B.O a" B.O 2'8;0 A" B;O 2' B.O 4' B.O 2"B.O 4" B.O 2" B.O 4" B4O 2" B.O 4" RID 980.0 5" 5" 5'- 5' 5' .5' 5" 5' S^ 5' S' 5' 5"r5- 5" 5• 5• 5• _ 5•. 5• 5•:-•5• 5" . 5' S'>40-60 5" 5°>fio-e0 5' S" 5" 1 5" I ASA DL516r1 Wt0 RANOGE ), SLAT. SPAN RANGE 0'-4'1 > 4-5' t > 5'-6't I > 6' 7' 1 > 7'-6' 1 B.O 4" B4O. 2" B.O 4" B.O 2" B.O 4"B.O .2" B.O 4" B.O:: s 30.0 4` 3 1/2" 4" 3 1/2 47 3 1J2'1 4" 3. 1/2" 4" -3 117 >30-40 4' 4" 4" 4" 4" 4". 4' 4• 4' 4" 4" 4" .4" 4" 4' 4' >6 80, 4- 4' 4' 4' 4't/2" BUILD -OUT MOUNT W! I- AS.D. .. .. SLAT SPAN RANGE 111A0 0'-4't > 4'-5 T > 5'-6' t I > 6'-7' t I > 7'-9' 1 I > 9'-12' i 1> 12'-16' t RANGE RANG) 2" B.O 4- B.O 2" B4O 4" B.O 2" B.Q 4'B.(> -2"B.O 4'B.O. 2" B.O 4" B 0 2" B.O 4" B.O s 30.0 4 1/2" 4' " 4" 4 1/2" 4" 4 1J2' 4^' 4 1/2' .4" 4 1/2" - 4" - >3 40 b t/2' 4 1/2'' 4 1/2" 4 1/2• 4 1/2" 4 1J2' a 1/2' 4 1/2" 4 1/2" a t/2° - - - >4og0V, 4d/g" 4 12' L41/2'14 1/2" 4 1/2' 4 1/2" 4 1/2' 4 1/2" 4 1/2` - .- 1 4" 1 4` 1 4^ 1 4' .••'G '"••,y✓.9 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) No.441 02617 MLE M. 4Crnffi ER SLAT BERTHA ROLL -UP LC. ` HURRICANE SHUTTER * 14 E C O Ll1c AMERICAN SHUTTER SYSTEMS ASSOC., INC. :L� ; BATE V� 14` niv ar: 3 TESTING9.Vscrt4Nc so9s. rtPmm WET PN4 6MR. FL' 33467 •lUF1 � � �\ (6F7)999-2"2.FA1L• (561)209-IMO 17-226 p '•...�•• •u•� 4tv A ma9 [ilkco0aol.rom - B6AWING. Ko EB-00067/0 nc w .etvAA� ua e•, w xsnv 6 9'jlF HALTER A. 011lr'Jr:, P.E • vo ,asA �e : - f' _ SNEEF 20 OF 28 r� FLORIN I 4 Y l V VMLL MVUN 1. U ASIL1 RAND PAf/f8 fd n.tJ SLAT. SPAN RANGE .. . . 0'-4' t _ -> 4'-5' fh6� >- 6'-T f >' Tc9''t > 9'-12' t > 1Y-16' 1 30-0 6 1/2- 6 1/2 6 1/2" 6' 1/2" -6 1/2- 6 1/2' >30-40 6" 6'- 6' 6" 6. fi� >4u-6a 6' 6'6" 6" 6>60-60 6'6'6"6">60-105 6 1/2 6 1/2 6 1/2">105-120 6'67 6' TRAPPEDMOUNT A_SJl�+ RN E (v.6.til SLAT SPAN RANGE 0'-4' f > 4'-5't > 5'-5' f > 6'-7't > 7'-9't > 9'-12't > 1Y-18't s 30D _ 6 1/2" 6 1/2'. 6 1/2" 6 1/z' >JO-40 fi 6" .6'. 6' 6' 6" 67' 540-60]61/E2'6 6" 6" 6' - >60-60 6' 6" 6" - >90-105 6'' - - - >105-120 6 1/2" - WALL MOUNT DESIGN LOAD Rk4GE SLAT SPAN RANGE 0'-41 t > 4-5' f > 5'-6' t > 6'-7' t > 7-9' t s 300 .5 1/2" 5 1/2" 5 1/2" 5 1/2" 5 1/2i40-6o jl/22-tM ..5"5" 5" S.-60 5"' 5">90-105 6" 6">105-120 67 6" TRAPPED MOUNT am LOAD R4N6E <Pm1J SLAT SPAN RANGE. 0'-4' t > 4=5' t > e-6' f > 6'-7' t > T-9` t > 9'-12' f > 12'-161 i 3a0 5"5" 5' 5" 5' - i30- 5" 5" 5'. .5" - >40-60 5" 5' S' - >sa- 560-105 5°- >105-120 , 6 1/2" I- SLAT ~-SPAN—J SLAT SPAN DEFINITION T NOTE, MAX.. SLAT SPAN FOR A GIVEN A.S.D. DESIGN LOAD SWILL NZM EXCEED MAX. SLAT SPAN INDICATED ON SLAT PERFORMANCE CFNRT ON SHEET 18. BUILD -OUT MOUNT W/ 0� - PLOE ' SLAT -SPAN RANGE. 0'-i'. t >. 4 =5 t > 5'-6' t S 6' 4' t B.O 4" B.0 Z B:O 4' B.O. 2" S.O 4 B.O 2" B:0 A" B.O 2" 80 4" B.O s 3a.0 6' 6" 6" 6" 6' >30-40 6" b' fi" 6" fi" 6' 6` 6` `>60-w 6 -6' 6 6 ' fi" BUILD,OUT. MOUNT 11V/n A Mom. DESIGNA SLAT SPAN: RANGE LOAD 0'-4't >' 4' -5' t > 5'=6' f .>- S-7', t >. 7'-9' t 1y:t 2" B. 4"B.O 2" B;O 4" B.O 2" B.O 4" B.O 2" B.O .4" E 2" B.O 4" B.O 2" B.O 4" B.O 2" B.0 4" &0 s 30.0 6" 6" 6" 6" -_ 6' 6' 6" 6' 6' 6" 6"- >30-40 6' 6" 6" 6' 6"., 5' 6° 6` 6" 6"- >40-60. 6' 6" 6." 6'- >6 e0 6" 6" 6' 6' 6' 6' BUILD -OUT MOUNT W!W DESIGN O (Pmt) SLAT SPAN RANGE .. - .0'i't > 4'-W t > 5'-6' t > 6'-7' t 1 >-7'-8'. t 2" B.O 4" B.0 2° B_0. '4" BO 2" GO 4" BW__ 4" B.O s 30.0 5' S° 5' 5" 5" 5'- >30-40 5' S' S' 5">40-60 M 5' 5' 5' 5" 5">60-60 _ 5". 5" . 5" 5' BUILD -OUT MOUNT W/ 15 t`s0' SLAT SPAN RANGE. - LOAD V=IV f 1 > 4'=S' t >. 5'=6' t I > 6'-7"tWIGE > T-9' t > 9'-12' f '2S.O 4"B4O 2"B.O 4"B.O 2" B:O 4"B.O 2°.B.O 4' B.O 2" S.O 4"B.O 2"B.O 4" BD V 2" BO 4"BO L>:3��-40 5' 5' 5' 5" 5" 5" 5" '5" 5" 5' 5" 5" 1 5" 1 5, FLORIDA BUILDING CODE (Non High Velocity Hurricane WALL MOUNT DESIGNSLAT LOAD RANGE lw-) SPAN RANGE 0'-4' t > 4'-5' t > 5'-6' t> W-7'- t > T-8' t 3 30.0 10" 1a" 10" 10' 10' >3a-40 10' 10" 10" 10• 10" >40-60. 70" 10" 10" 10" 10" >60-60 fo" 1G" 10' 10' TRAPPED MOUNT D�t7 Um RANGE (N.0 SLAT SPAN RANGE 0'-4' t > 4'-5' t > 5'-8'' tT-8' t -i 30.0 9'. 9" 9. >30-40 g" g" g" "0-80 9• 9" 9• 1 9• WALL MOUNT DESIGN LOAD RANGE (P-A) SLAT SPAN RANGE o' v t _ > 4'-$' t > 5'-6' t > 6'=7' t > 7'-8' t s 30.0 >40-60 8". 8" B" e" 8" >10 80 8" 8" B" 8" TRAPPED MOUNT As • DESIGN RANGE (Rs6) SLAT SPAN. RANGE 0'-4' t > 4'-5' t > 5'-6' t > 6"-7'-t > 7'-8' t i 30.0 >30-40 6' g" 6' 6• 6• >40-60 . 6' 6" 1 6" 6' 6" >w-8o 6" 6' 1 6' 6' BUILD -OUT MOUNT W/ 12A. SPAN RANGE 0'-4't > 4'-5't > 5'-6t > 6'-7' t > T-6't2" B.O 4&O Y B.O. - 4° B.O 2•0.0 4• H.O T 8.O 4' B.O 2"B.O 4"B.0 FSLAT 9` 9" 9' 9'9"9"9'9"9" 9" 9' 9" 9" 9` 9"9" 9" 9"9'-9" 8 tf2' 6 1/2 8 1/2 6 i/2 8 1f2 6.1/2' 8. 1/2' 6 IA 8 1/2.6 1/2 8. 1/2 6` -8 1/2 6` 8 1/2 6' 8 1/2 6• - SLAT I ---SPAN—' EO SLAT SPAN: DEFINITION E t NOTE: MAX. SLAT SPAN FOR A GIVEN A.S.D. DESIGN LOAD SHALL NEVER EXCEED MAX. SLAT SPAN INDICATED ON SLAT PERFORMANCE CHART ON SHEET 19, BUILD -OUT MOUNT W/ pN SLAT SPAN RANGE LOAD RANGE 0-4't 9 '4'-5' t > 5�-6' t > 6'-7' t > 7'-8' t [ps.6j 2" B.O 4" B.O 2' B..O 4' B.O 2" B.O 4" B.O 1 2" B.O 4" B.O 2" B.O 4" B.0 s 30.0 6' 5 i/2E4' 5 1/2 6' 5.;1f2' 8• 5 1/2 6" 5:1/2 >30-40 6' 4' 4" S. 4" 6" 4" S. 4- >40-60 4' 3 3/43 3/4' 4' 3 3/4 4" 3 3/4 4" - >60-80 4" 3 3/43 3/4' 4' 1 3 3/4' 4" . - _ FLORIDA BUILDING CODE (NOD .High Velocity Hurricane Zone) WALL MOUNT BUILD -OUT MOUNT M 12 RANGEDESIGN SLAT SPAN RANGE 0'-4" t > 4'-5' t > W-6' t > 6'-7' t > 7'-B' t - s 30.tl 10- 10" 10" 10' - 10" >3p-40' 10" 10' 10"' 10" 'I(r >40-60 7 1/2" 1 7 1/2" 1 7 1 2" 7 1/2-' 7 1/27 >60-60 _ 7 1 2' 1 7 1 2" 1 7 TRAPPED MOUNT ASa• DESIGN � Lm RA (Dsc) - SLAT SPAN RANGE D'-4' t > 4•-V t > 5•_5• t '> 6•_7•. t > 71-8' t sJatl 9" '9" 9"_ 9" - 9" Y30-40 9:• 9• 9- 9• 9. >46-60 7' 1 7" >60-80 6 1.2" 1..6 1 2" 6 1 2" 6 1 2' A6.D. DESIGN Lom (Ds.f.) SLAT SPAN :RANGE: 0'-4 t > 4'-5' $ > 6`-6' t > W-7' t i 7`-6' t 2" B4O 4" B.O 2' B.0 4° B:O 2" B.O 4" B.O 2" B.O 4' B.O `2- B.O 4• B.O s 30.o- 6 1/2" 6". 8 1/2' 8" a 1/2' fi" e: 1/2' .6'- 6. 1/2" 6' >30-4D.. 6 1 2- i° 6 1' 2' 6" 6 1/2" 6" 6 1/2" 6` 6 1 2 6" >40-60 11 >60-W 6" 1 6" 6" 6" 6' SLAT 'SPAN L-- SLAT SPAN DEFINITION 1' OTE MAX. SLAT SPAN FORA GIVEN &S.D. DESIGN LOAD SHALL. NEVER EXCEED MAX. SLAT SPAN INDICATED, ON SLAT PERFORMANCE CHART ON SHEET 19. WALL MOUNT BUILD -OUT MOUNT WI 0 Ate• SLAT SPAN. RANGE - DESIGN LOAD RANGE 1� CD:a.c) 0'-4' t > 4'-5' t > s'-6; t > 6'-7' T > 7'-6' t s 30.0 - 6' -6" B" 8• 6' >30-40 >4G-60 7" 1 7' 7• 7" 1 7• >60-80 7' 1 7- 7" 7' TRAPPED MOUNT -A&D- DESIGN RANGE {Dsf3 SLAT SPAN RANGE 0'-4' t > V-5' t > 5'-6' t > 6'-7' t > :7'-B' t s 30.0 >30-40 6' 6" 1/2- >60-80 5 1 2" 1 5 1 2"1 5 1 2" 5 1 2" AW'' DESIGN SLAT SPAN RANGE 0'-4't > 4'-5' t > 5'-6' t > 6'-7' t > 7'-8' t RAL NGE '2' B.O 1- 4"..B.0 2- B.O 1 4" B-0 2" B.0 1 4" B.0 '2- B4O, 4" B.0 2" B.O 4' B.O. s 30M 3 3 4" 3 3 4" 3 3/4" 3 3/4' 3 3j4" 3 3/4' 3 3 4" 3 3/4' >3D-4o 3 3/4' 3 3/4" 3 3 4" 3 3/4' 3 3/4' 3 3/4" 3' 3 4' >40-60 3 3/4" 3, 3/4" 3 3/4" 3 3 4' 3 3/4- >60-80` 3 3 4' 3. 3 4' 13 3.4` FLORIDA BUILDING CODE (Non. High Velooity MULLION SCHEDULE FOR END RETENTION SYSTEM W/ SLAT 1) MAX SPAN 41 SCHEDULE1a FLOORTO CEILING (TRAPPED) MOUNTING FOR END AND INTERIOR MULLIONS FOR A GIVEN AS D DESIGN LOA6To40 AND A MAX MULLION SPACING Oil A.S.O. MAXIMUMMULLIONSPAN(ft) 15E6f6N LOA6 gpsf) MAXIMl9A NULI.ION SPACING ® 4"XG"xlW MULLION 64"x6"x1/4"MULLION © ORIENTATIDq:I - ORIENTATION 92 ' 0 ORIENTATION S7 0 ORIENTATION 92 0 (Rj' END END INTERIOR END INTERIOR END. INTERIOR 30 46-0' 6'- 6- ' 5'- 11' 11:'-. 6' 7'-:. 8' 9'- 7- 6'- 9'' 12•-`'0- 35 16-0' 6.'-' 0' ' 5'- 8' 10'-. it' 7'- 2• 8'- 11' 6'-'4;' 12', D', 40 1641" '5.'- 8' ' 5..'- V 10'- 5.' 6'- 5' 8'- 0' V-'11' 12'. 0' 45 16-0' S'- 8.' S.'- 2' 10'- 4' 6'-, 4.'- 8'- 1' 51- 11' 50. 163 5'- 61 ' 5--'- 1' 9'- 10' 6'- 1.' 7"- 10' 5'-, 10' 12'-` 0' 55 14'40` 5'- 6' ' _ 5.' - D., 9'-- 5" 5'- 11 " 7'-, 9- S'--. 9' 12' - . 0' 60 14'J' 5' -. 6.'. • 5'- i • - 9'"-.. B' S.".- 11' 7' - 10' S.' - � 9•' 12' • G. 65 13'-9' 5'. 6" • 5,'- 0" 9'- 0' Y'- it' 7'- 7- 5'-. 8' 12'-- 0• 7D 13-7 5'- 5.' 7'- 11 " ` 5'- 0' 8'- 7' 5'- 10' 7' - 5' 1 5*- - 7' 12- 0' 75 12b' 5' - 6' 7' - 10' 5' - 1, 6.' - 7' V -. 11• 7' - 5' 5' 8' 12' - 0' 80 1P-0" 5.' - 5:' 7' - 10' - 5'- 0' 8'- 5' 5' 9' 7' 2' 5' 7- 12' 0- 85 - 11'4• 5'- 6` 7'- 10' 5'- 1- 8'-' 7- 6-- 0- 7'- 4• 5'-: 9' 12'-. 0" 90 103' S` - 8' 7' - 10' 5' - 3' 8' - 9' 6' - 2' 7' - 7' 6' -.' 0" 12' -, 0' 95 16-0' 5.'- 10" 7.' ''11• 5'- 5' 0'_ 0• 67-. 7'. 6:'- 0• 5'--.2 - 12'- 0' 100 9S 6'- 0' 8'- 1' 5.'- 7- 9'- 4' 7'- 0.' 8'- 6' 6'-. 5' 12'- 0' 1051. 8'-9' 6'- 4' 8.'.. 2' 5'-'11' 9'- 10' 7'_ 6' 8'- 6.' 6-- 9- 12'- 5- 110 .8'-1' 6' -' 2" 8• ._ 1' - 5' - 10' 9' -. 6' 7' -. 5' 6' -. 6' 6' - 8.' 12' -' 0' 115 78 6.' -. 0.' 8.' -. 0' - 5' - 9' 9' - -.2- 7' - 2' 8' - 3; 6' - 7' 12' - 0.' 120 6-iP 6:' - 0' 7' r . fl' S' } 8' 8.' - 10' 6' - it.' 7' - 10' 6' -. fi' 12.' - 0' ` MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX -,ALLOWABLE SLAT SPAN FOR.. THAT A.S.D. DESIGN LOAD SHALL NOT BE EXCEEDED. t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE (EXTERIOR) OF PRODUCT. IULLION MULLION SPACING: "S" SCHEDULE2a WALL MOUNTING MAX SPAN 0 FOR END AND INTERIOR MULLIONS FORA GTVENA.T.D. DESIGN LOAD (os0, AND A MAX MULLION SPACING (If1" A.S.D. MAXIMUM MULLION SPAN (R) DESIGN LOAD MAXIMUM MULLION Y4 q•' x6^z1l4" MULLION 25, 4"x8"x1l4' MULLION (P-N SPACING ORIENTATION S1(530 ORIENTATION 02( 0 ORIENTATION 01([q 0 ORIENTATIONO2( 0 (Rr END INTERIOR END - - - INIERIOR END - INTERIOR END INTERIOR . •: 30 IJS0W '8.'- 5.' 9.--. �3' 5'- 11-' 11'-' 6f"_ 7'- 8' 9'---. 7' 5'-. 'T �... 12,- p{.. 35 16*�0' 6'-. 0'- 8,' -'IQ.- 51- 6'--'10,- it" 7"-. 2.' B'- 11" 4'- 10• 12'-' 0' 40 161-a" 5'.- B. 8'. 5- 5'- 2- 10' - 5" 6'-, 9' 8"-' 5-" 4'- 4' 12.'- 0" 45 16'1-W 5'-, 8:' 8' 4- S.- 2' 10'- 4•• 6'- 9" 8. $'" 4'- 3" 12'- 0' 2' 5' - 1 " 10' - 2" 6' - 7' 8' - 8' 4' - 2 - 12' - O. 55 14'-10" 51- 6- 8"- 1' S'- 0" 10'- 0;" 6'- -6' S'- 8.- 4'= 1' 12.'- 0' 68 - 14S 5' - 6- 8' - 0'" 5' -' 1" 9' - 11" 6' - 6' a,-- 7" 4'-- 1" 12' - 0' 65 13'-9- 5' -. 6' Tr7 11" - S.- .0' 9' -. la" 6' -' S" 8' -' S.' 4- -: 1." 12' - o- 70 13'-2' 5'- 6- 7'- M0 5.'-. 0" .9'-. 91• - 6•_. V 8•_' S. 4'- 0." 12.'-. 0' 75 17-0" 5' - 6- 7' - 10" 5' - 11 9' - 9" . 6' - S. 8' -' S' 4' - 1.' 12,' - 0' BD 17-M 5.'- 6." 7-- 9:- 5'- 0. - ,9'. e'" - 6-- 6. e'-. 4- 4"- 1" 12'. 0:" 85 -11'4' S'- 6- 7:'-'10-.. 5'- 1.'. 9'- 8" 6'- 7:' e'- 4" 4.'. -2" 12'- 0' 90 101.9' 5- - T T-'10" 5'- 3' 9.'- 9" 6'-, 9- 8'-- 5"- 4'-. 5" 12;''r 0;` 95 1014" S'- 10' 7'-- 11" 5'- 5' 9'-'.10' 6`- 11- 8'- 5" 4'- fl" 12'- 0- 100 9S 6'- 0' fl'- 0- 7 7' 10:'- 0•. 7'- 2-. 8'-. 5- S'- I- 12''- 0` 105 8'-9' 6' -. 4;' BJ - 2" S' - 11' 10' - 2" 7' - 6' 8'-. .6' 6�'- 9' 12' . 0" 110' V-1 6' - 3" 8.'-. 1' 5' - 10" 10.' - 0�" 7' - 5' B' -'_ e' S' = 6' 12.' -. 0" 115 TS 6"- 2• 8-+. 0" 5'. 9' 9'-'11." '7'- 8' 8.'-; 5- S'-. 4' 12'- 0" 120 6-10- fi' - 0" 7' - 11' S' - e" 9.' - f0" 7' -. 2'.' 8' -' S' S' -: 2' :12- -' 0' FLORIDA BUILDING CODE (Non High. VelbciTy Hurricane. Zone) MULLION SCHEDULE FOR END RETENTION SYSTEM W/ SLAT�1 SCHEDULE 1c FLOOR TO CEILING (TRAPPED) MOUNTING MAX SPAN (6 FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.q DESIGN LOAD (an AND A'rQ- MAX MULLION SPACING (@) MAXIMUM MULLION SPAN itt) OESIGN LOAD N!! Ml1WLUON ON �4" x6"x1W MULLION ©4"x8"x1W' MULLION '.(P.sl) SPACING ORIENTATION •i (C7 0I ORIENTATIONO2( m'0 ORIENTATION 97 (q ® ORIENTATION 02( 0 ((p' I END. I INTERIOR END INTERIOR END I INTERIOR ENO. INTERIOR ' 30,0: T-0" * 72'-. '�� D 12'�- . .0 ' 12' 0:' 12.' -, .. 0 ` 12.' - 0"� _ 12' - 0.` -12''- 0' .. 12' -`. 04 35.0 - 7.0" 12' - W 12' -'' 0'" 12770" 12' - 0" 12' - -0" 12' - 0- :12! -. 0' :12' = 0' 40.0 T..(r' 12•'-: 0' 12'- 0," 12'-' 0' 12"- 0" 12 - 0" 12'-' 0.! 12'- 0- 12.'- 0- 45D. T-0 - 12'-. 0' 12."- 0• 12'"- 0- 12'- 0"'. 12'•. 0- 52•• 0' 12'-, 0:' '12'- 0" 5D.0 74r 12' . G." 11' - 7" 11' - 8' 12.' - 0" 12'- 0-' 12' -, 0' 72' - V 12' - 0' 9.0 7-0` 12'- D- 11'- 3" 10'• 11,' 72,- 0' 12.'- 0" W 0` 11'-. 11- '.12,'- 0.` 6RQ 74T 12'- 0- 10'- 11` To - v 12'- 0• 12'- 0- 11;'- 11,- 11'- 3' 12'-� D- 650 T4T 11'- 4:' 10"- 8" 9-- 11 ` 12.'- _ 0" 12' - 0:" 11.' - 7' 10' - 9' 12' -.0" 70.0 7-0• 101-•'9-1 10'- S" 1 9'-' 6' 12.1- 0" 12"_: 0"- 11'- 3` 10'- 4" 12'-` 0" 75p T4T 10'- 3-' 10'- 2' a'- 2` 12"- 0- 12.'- 0" 11'-: 0" 9'- 11' U - O- 80.0 T4F 9"-. 10." 9'-' 11' 8'- 10' 12'--.' 0' 11'-' 6' 70.'- 10' 9'-'. 6.` 12'-, 0" 85.0 1 T-0' 1 9.'- a." 9'- 9' 8--- 7.- 12'.- 0". 11'- 1l' 10.'-' 7- 9'- 4' 12,'- 0" 90.0 T-W 1 9' + 1 - -9.' - , 7-. 8' - 5 - 11 ' : _ 10 - 10' -.' 8 " 10 ' - 5 " 9.' - ` L" 12 ' - O - 95M 74T e' e' 9'- 5'" .8'-- 2' 11.'- 7' 10'- 4- -10'-' 2- -8`- 11' 12'-' 0" 100.0 To 9•- 6:•. 9'- 3" 8' 0' 110 - 5' 10'- 0" 10'- 0- 8 -- 8- 12'-, 0" 105.0 749 8'' - 3.- 9,' - 1' 7' [ 9• it' - 3' 9' - 9" 9' - 10' 8.' - 6" 12'.-. 0" 110.0 T-0' .0'- 0;' 8'- 17" 7'- 7' 11'- 1• 9'- 6° 9.'-. 9" 12'-. 0- 115.0. 7'0` 7'- 10' 8'-,Io- 7'- 4' 10'-.71.- 9'= 3" 9'-' 7'"- 8'-- 2- 12'- 0" '1 .0 6'-10- J'.- 8" 8 - 8" 7' - 2' To -: 9' B' - o- 9' - 5 6' -^ 1 " "MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX. ALLOWABLE SLAT SPAN FOR THAT A.S.D. DESIGN LOAD SHALL NOT BE EXCEEDED. t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE (EXTERIOR) OF PRODUCT. IULLION MULLION SPACING: "S" SCHEDULE 2c WALL MOUNTING MAX SPAN (E) FOR END AND INTERIOR MULUONS FOR A GIVEN A.S.D. DESIGN LOAD (psi)AND A r-0" MAX MULLION SPACING (IN A-S.D. MAXIMUM MULLION SPAN (Rj RE§JGNLOAD LOAD MAXIMUM MULLION ®4'•x6"x'114" MULLION 25 4^x8"x1N' MULLION (P.sTJ SPACING ORIENTATION C1 (d 0. ORIENTATION822 ( 0 ® ORIENTATION k1 ([.1 ® ORIENTATION C2 ( [h 0 (hr END INTERIOR END - INTERIOR END' INTERIOR: END INTERIOR 30.0 7-Tf' 92' 0' 12'- 0" ° 12,'-• 0" 72.•-. 0',-.. 12 ;: 6" 12'- 0:" ..12'.-. .0" 35.0 T-0° 12' - 0' 12± -., 0' .•. 12' -0" 12' -0•f2'-012'.12":.. 1)40.0 T-0" 52' 0.' 12.qn " 12•'-0"12' - 0" 12;'0•. 12' - 0" 12' 0"450 T-W 12'- tr^ 12.'-- 0" ` 12,•-- 0` 12:'- 0 12'- 0'" -12'-- 0' '12'-` 0:'500 T-P 12'- 0,' it'- 7"-"12 .! U-0 `- 0^ 12:'. 0" 12'- 0' 12"-` 0` 12'- 0:!550 T4T 12'-U•. 1t.- 3" 12'-0" 12' - 0" 12' -: 0" 11."-N' 72' _ p."fi00 Tor 12'-_; 0' 70'-11" ' 12•_ 0." 72'- 0" 17'- it' 71'-3^ 12'- 0"650 T-0" 9i' 4:" 70' 8" ." tt' - D" .12 '-- 0" 11' - 7' f0' ,;. 9:" 12' -: 0 "- 0 Tp' 10'9;" 10S" ' 12,'_ 0' 12'_ p^ 11'- 3• 10'-' 4" 75.0 TQ 10'-. 3." IT - 2" 9-- 2! 727 -' 0" 12.' . 0" 71' -' 0' 80.0 7-(f 1 9'- 10'' 9'-, 11" e:'- 10` 127-. ,0." 11:'-: 6." 10' 10. 9"- B" 12'= 0" 35.0 -90.0 Tor f 9'- 5 9�- 9, 8''' 7` T2 0" 11'-. 1" 10.'-- 7' 9'- 4^ 12._ T-0 '9'- 1' 9'- 7" 8'-' S' 15'- 10-' 10"-; 8" 10'- 5^ 9,- 1" 12'_ p• g50 T-W a.,- 9", 9'- 5" 8.'- 2^ 11 .'-, 7" 10'-, 4" 10'- 2' 8'--17." 72'-' 0" 7000 74T 8'- 6' 9'-. 3" 8.'- 0` 0" 10,-' 0" tOSA Tor - 8•- 3` -B'- 1" 7'-. 9." 11'-' 3" 9•'- 9" 91_ 10' 110.0 7-C 9.' - 0' a' - 11" 7"- 7" 11' -' 1:" 9' -e 6" 9'- 9' 715.0 T-0 7' -' 10- 8' - 10^ 7' - 4' 1D' -, 11:" 9' - 3T 9'-' 7'2" 120.0. 5-10' 7•-- 8" B-•- 8" 7.'- 2' 10'- 9• 9'- p' 9'- 5^ 8'- t' 12'-, 0 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) • (jQ. 44167 1 o zoti m1Tco iy^,. 40mm ER SLAT BERTHA ROLL -UP L.C. •�/ \\\ • L �`� '' �\1 '!'.•..• 111' IL ECO IOc. HURRICANE SHATTER IumwX er: AMERICAN SHUTTER SYSTEMS ASSOC,, INC. aZfiB WiSTRGPO$ pBryQ WEST PAIAf BEMH. FL_ 33107 8'n)908-]T2 ANi (86t 2GB-B]80. T �� ) ( °By18J11 nFTc TIILIT IISRIM ! pICINEQONG COYPANr 6):S itv..'ltl: 6L ss ]Of - VB�'+y W�6, M1 llIG pm: Wp n �ssa. w..lap e"-isi. ¢ mal H1mcc0¢d.cam 67 OpB6)19 Wt4RONBA Oc H16JE 17-226. DRAWING Mo . ♦ ' .. %Il � m'-X• v�mw w4 icx, m evmiu v.rt � m s-wa rt i e S71[Ef 26 OF 29 f MULLION SCHEDULE FOR END SCHEDULE1b FLOOR TO CEILING ITRAPPEDI MOUNTING MAX SPAN (III FOR END AND INTERIOR MULLIONS' FOR A OMEN DESIGN LOAD (09D AND A 12'•G MAX MULLION SPACING Ml RIAXIMUMMULLION SPAN DESIGN LOAD (p.cT.) MAXIMUM MULLION SPACING ®4"XVX114" MULLION ®4"x8"LU4" MULLION - - ORIENTATION Ot I'd':0 TLONO2( 0 ORIFNTATION01(Cy. B. ORENTATON K2 (. )13 {Itp. END INTERIORINTERIOR END INTERIOR END INTERIOR 30.0 6P•0 75.0 80.0 12`-0' 12-0' 17-0' 17-0" 12-0"7'- 170"' 12-0" 12-0' 12-0' 10'- fl' - 8'- T- 7'- S'-10.8':- e'- B-' - e'- 1' 8'' 2° B". 5'. 1- 7` 4' 2' -f0'-. 5' 10'-i' 9'- 8' 9;'-. 5.'- 9'• 2^ 11" 6'-- 8•. .8 • - 6' 8?-- 4> ". .' ^. " ' " ' " ' i' -. it ^ 5`- 5' 12': 0'' W'.-G 12'- :0' 72' - 0' 12' 0" .12!- Q' 11'- 8- it'- 4' 11'- 0' 10"-'9' 10' - 6 ° 10'- 3' 12'• 0' IV- 1' 10' • 4° 9'- 9" 9'- 2". 8'- 9' 8'- 5' 8'-' 1'"7'-. 7`- 10" 7',.• 6' 7" 4' 12"- IV- .tt • 10'-11' 10`- IQ.- 9'• 9' - 9.'- 0' it:' 4" 7' 3•8' 11' 3' 0- 9'-5' 8'-. - 5' 8'• 7''- -7`-5' 7".;. s' - 11 8' 2.` 11' 3" 0' 9' IV- 12' 12' - 72'.0'5G0 12'-' 12'• 12'-0'65.o 12'-0'700 12 •_, 12' - 0" 0' 0"45.0 0' 0' 0" 0' MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX. ALLOWABLE SLAT SPAN FOR THAT DESIGN LOAD SHALL NOT BE EXCEEDED. t MULLION ORIENTATION IS AS. SEEN FROM THE OUTSIDE (EXTERIOR) OF PRODUCT. MULLION SPACING_ "S" MAX.SPAN SCHEDULE2b WALL MOUNTING (M FOR END AND INTERIOR MULLIONS FORA OIV& DESIGN LOAD IPe'1 ANC A 12'4" MAX. MULLION.SPACING M`• MAXIMUM MULLION SPAN jn DESIGN LOAD MULLION MULLION ®q"A"MW MULLION �Ox9"x114"MULLION _ .IP- 1.) SPACING 0F7IEMATION 01(d'® ORIENTA710NX21 ) 0 0 ORIENIA111 #2 H Im'END INERIOR END INTERIOR INTERIOR END INTH410R30.0 124P 8' - 8 ° 11' • 6' 8'- 6' IV - 0." .' IV-. 0' 9'- 5" 72'- 0'8'- 2' 12' - 0' 1' 1f'•71 ` 8'• 1f' 12'- D40.0' 12'-0' 7'• 10' IQ'-- 5' 7'-: 10° 2'- 0• ' 11-- 4" 4'" 6' 12'"45.0 124P. 7'• 6" 10'•1° T'•6- 12'- Q' PORIENITA111DINgl(C3ATIDNgl(C3 '" W'- 11 9"- 2' 12'- 0' '50.0 12'-0' 7'.-2"' S'-, 8' 7`- 2" 12', 0' - '.10'- 7' 7'- i1. 12'-0'- 55:0 12A' 8'- 10" 9•.- 5" s,- 10' T7'-' 8' ' 10'-3° T'+ 8"12'• a"60.0 Iz-cr -6'- 7"' 9'- 2' 6'- 7" 11'. 4' " 9'- 11 7''- 5' 12'-0°65.0 17-0°. 6.'• 4" 8,, 11. 5•_ 4" 11 •, -0• 1.• 9•- 6^ 7'• 3"70.0 12-0' s'- 1" 5'- 8" 9 -- 1" 10'- 9" 0' 9`- 5" .'7'� 0",' 12'- 0. -75A 72'A" 5'- 11" 8'- 8" 5'. 11" 10`- 6" T'- 6' 9'• 3" 5'• T" 12'-- 0` 80.0 12-0 S' - e" 8' • 4.^ 1 5.' - 8"" 10"- 3 • 1 7' - 4- 1 9' - 0' 1 5' - 3" 112' -.. 0" FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) MULLION SCHEDULE FOR END RETENTION SCHEDULE'1W (LIMITED LOAD MULLION SPACING & SPAN INSTALLAT16NI FLOOR TO CEILING (TRAPPEDI MOUNTING MAX SPAN M) FOR END AND INITERxMi MULLIONS FORA GIVEN DESIGN LOAD (P9f),_ AND FOR 12-0" (CASE 1) & 8'-0""(CASE819'9,10 MAX MULLION SPACING IN) • INSTALLATIO CASES A.s.D. DESIDy LOAD : (p.&f.) MAXIMUM MULLION SPACING (f0•' MAXIMUM: MULLION SPAN (11 4 4"x6"x114"-MULLIO ®4"X8"X114l MULLION EN1At10N%1 (Po TAMGN 2 0MENTAIIONef UN NTATIONMf ORENTAOONN^ (o)H (D)a (0)8 (c)8 (0)H END INTERIOR END INTERIOR INTERIOR 30.0 12-0" 12' - O." 12' - 0" 12' - 0" 12' .. 0." 3,0 12W 12"- 0.' �11'- 1" 11'-. 11" V - 0" 40,0 12'W 12'- 0" 10'- 4." 11-- 4, T2'- 0". CASE1 45.0 12';0" 12-- 0" 9'- 9'• .t0'- Tt° 12'-• D-" 60A. 12T0" 12'.- a,,, 9`-. 11" ToF 7" 12`-' 0° 55'.0 12'-0'. 11•, 8••. e,, 2„ 10•-- 3" 12,- 0•: 60.0 12'" - 1t'= 4' _TT - 6" 9'- 11" 60.8 12'-0' 17,_ 3.". 7,_ y" 9'- 11• `72 `.. O•. 3 & - 12.- 0" 1240" 12•. 0" 12'- 0,.. 35.0 8'10' 12' • V. 12' - 0" 1 W - v T2 - 0" 49.0 &-V 12* - O" .12.'- 0" 12'- 0". 12'- 0'` CASEie T .8'-0" - 12'- 0" 12'- 0° '12'- 0" 12`- 0" - (Io 80 2'- o" -12'- a" 12'. 0" T2.'.- O• 55.0 8'0" 12'- 0" 12'- 0" 11'- 8" .121_ 0" 60.0 S'-0" 112'-. 0' 1.1 10, ill,- 4" 12`- 0" 608 - S'-0". 12-- 0" 11 `.- 9° Ill'- 4" 12-- 0" 30.0 W.O". 9' - o" g... 0. 1 9,_ 0" 9'- 0• 35:0 9,'-0' - 91- 0" 9"- 0" I.S.- 0" 40.0 81-w 9' - 0" 9' • 0" 9' - 0" - 60.0. 8-0` g• _ 0" g., _ 0" 1 9.,_ 0. 9, _ 0.. CASEII 65.0 8'-0" - 9'- 0" 9'- 0" 9'- a" 9' O` .70.0. 8,-w _ - 9,- o" 9'.. 0" S. 0" '80.0 8'-0" g 10" 9'' D" 9.- 0.. 9�- 0� 86:0 8'-0" . 9' • o" 8' - 6" V _ 6 "A g, _ 0.. • 90.0 84)" 9 , _ 0 " g.. _ 0. a. _ 0. 91 _ 0 -0. 91 .. O" 7,._ 7." 7, _ T" 91 _ . 100.0 8'-0" 9 , - 0 " 7 ' _ G NOTE. USE T-O" SPAN IF.ANCHOR CONSISTS OF HILTI, ING KNAK HUS-H SCREW. POWER FASTENERS OR WEDGE-80LTANGHOR.IN LIEU OF HILTI KWIK BOLT TZ; SEE SCHEDULES 1 & 2 ON SHEET 11. SLAT SCHEDULE 2W(LIMITEDLOAD, MULLION SPACING& SPAN INSTALLATION) WALL MOUNTED. MAX SPAN (s) FOR END AND INAA GNEN DESIGN LQAD (osf) M 2-0ANDFOR En MULUON SPACING.(I) ^ INSTALLATIONMtXliu CASES LAU . N SPACING (N' MAXIIOWIM MULLION SPAN 4"x8"x114" MUj L10 25 4"x8+`x114" MULLION ORIENTAINTN.%I ORIENTATION420R TATIGN#i OMENTANOIT%1 OR:E TATICN1i 8 (D)® (o ® (o R (D." END INTERIOR ENO - INTERIOR INTERIOR 17-0'' .12'- 0" 12°- O', 12' -0, 12'- 0' 12-0"- '12'- 0" .11'- 1" 11'- 11". 12'- 0" 1ZO, 12,- a, '10.'--4' 11'. 4"12'-0"CASE.I' JZ.T 12 _ D, 9"- 9., 10'- 11, 12,_ 0" 5D.0 12-0" 0" 9':-.2" 10'-.. 7" 12'- 0" .0 12-0" 71'- 8" 3" to'-' 3"- 12--- 0- 60.0 12-01 - 11 '.- 4., .6'-- 7" 91- 11" 121- 0" . W.B. 1Z-v 1T' . 3.• 6' - 6" 9' - 11'. 12' -. 0 ° 30.0 8'-0" 9.1- 0" 9! - 0" y', 0" 9,- 0:• 35.0. 9-0° 9:'- 0" 9'-. 0.'.: 977D• 9'- 0" 40.0 9-0" 91- 0° 9'-. 0" 9'. 0' 9'-. 0°: 45.0. 69" -9' - 0.• S' - 0." 9' - O" 9' - 0, 50.0 8'-0" - 9'-. 0" 9'•. 0" 9,- 0., 9,- 0• 55.0 8-0" 9' - 0" 9' -- -0" 9' -. 0'. a,- 0' CASE 11' 65.0 8'-0" 9'- 0'. -9'- 0" 9'" 0" 4'- 0" 70.0. e'-0". 9' - 0" 9' . 0, 9' . 0" 9' • 0" 75.0 8'-0" 9 `- 0.".- 9' -- 0" 9'- o" 9' - 0."- 900 8'-0" 9'- 0". 91- 0, 91• 0" 9.'- 0" 85.0 8'-0•. 9'- O.w 9'-. 0° 9'- 0" 91- 0" 90.0. 8'-0, 9•_ p." 9 - 0" 9'. 0:" .9'- 0• 100.0 8'-0" 1 91:- 01 a,- 10" 9'. A. MULLION SPACING: "S" MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX. ALLOWABLE SLAT SPAN FOR THAT DESIGN LOAD SHALL NOT BE EXCEEDED. t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE (EXTERIOR) OF PRODUCT. FLORIDA BUILDING CODE (Nan High Velocity Hu'rricane.. 2one) MULLION SCHEDULE FOR END RETENTION SYSTEM W/ SLAT(3-) SCHEDULEla... FLOUR TO CEILING (TRAPPED) MOUNTING MAX SPAN III) FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. DESIGN LOAD tosi) AND A MAX MULLION SPACING /A) d D_ MAXIMUMMULLIONSPAN(ft DESIGN LOAD MA UM MULLION - � ®q"X6-x1W MULLION ®4"x8"xt14" MULLION -ipsl) SPAaN_G ORIENTATON#I a ORIENTATION82 IR ORIENTATON#1(q �. ORIEN7ATON#'L- 8' END INTERIOR END NTER OR ENO INTERIOR END I INTERIOR 2 30 . 9-1 i2?.-..,.0". '12' - - 6 10' - 10" 12'-. 0:. 12'- O' 12'-��0`� ,. 11'- 9" - - 0" 12'- 35 6-4 12•-: 0' 12'- 0" 10'- 3" 12'- 0- 12'- 0' 12:'- 0' -11'- T 12•- 0.• 40 6.4' - 17 • - S. 11 • - loll 9. - • a. 12'- 0' 12'- D;' iz ' - 0 " t0' - -7` 12- 0 ` 45 6-4" 11'-' 0' 11:'- 4' 9'-, 5" 12'- 0" 12'- 0" 12'- 0" f0'- 3" 12'-. 0• 50 6�• 10' - 6' il' - 0." 9 • -' v- 12'- a." 12' - 0" 11,' - 11 " 9' - 70" 12' - 0' S5 6-4' 10'-' 0.' 10'. 7.' e'- 9" 12'_-0 - 11'-- 9�' .it.'- 7- 9'- 7" 12'_ 0- 60 6-4" 9'- 7• 10'- 4." -'8'- 6." 12"-, 0.' 11'-' 3" 11'- 3:- 9J- 3' 12'- o" 65 T9' 9.'-, S. 10'- 3' 81•- 6" 12•- 0' 11'-: 5• 11;'- 2' 9'- 5' 12'-. 0" 70 75' 9.'-' 7.". if)'- 2• 8•_ 7" 12'- W 11.'- 4• TI•._. 1• g-_ 4" 12- - 0" 75' 7-0' 9'- B.' 10''- Z' S'-' 8" 12--- 0' 11:'- H' it:_ D" 9•- 5"- 12.--. 0" 80 6=90• 9 • -: 6' 10 • - 0.' 1 8'.' - 7-'"'1 12.' - 0." 11.° - 3" 10-- 11- 9- - 4' 12 • - 0•+ SCHEDULE 1c' FLOORTO CEILING (TRAPPED) MOUNTING MAX SPAN 00 FOR END AND INTERIOR MULLIONS FOR A GNEN A-S.D. DESIGN LOAD. fiJsO AND 6-4V MAX MULLION SPACING (0) MAXIMUM MULLION SPAN ( ft )DESIGN LOAD MAXIMUM MULLION 24 4"x6"x1l4"MULLION 2©'4"x8"x1/4"MULLION. (P.sL) SPACING ORIENTATION #1(t:�'e I ORIENTATON92( LD I3 ORIENTATION#i IS, 'ORIENTATION42( ) 0 (R)• END INTERIOR I END INTERIOR END I INTERIOR. END INTERIOR 30.0 6°-i(P 12' Of 72' -� 0'" 12'-'. 0' 12' - 0" � -12.' - O• 12' - � Of 12,'•: .10" 12 �`0' 35,0 6-ia" 12.1 -. G} iz' • o• tz'-- 0" 12• . o • _11. _ 0.• 12• -. 0.' i2' = 0" 12' -:' 0- 40.0 6-10• 12'-.. 0•. 12.�, o• 1z'-. o• 7z", 0" -12'- 0'• 1z•- 0.• 12' - 0:" 12' - Q:• 45.0 6-1 a, 12' - D.^ 12' - 0:•' '12. - C.' 12' -. 0' 12' -. 0' -12!' - 0' 12' -. 0" 12' - 0• 60.0 6-t0" 12'-r 0' ii'- 7.` 71'- 8` 12'-- 0' 12'- Oi' 12'-: 0' 12'•: 0" 12'- '0' 55.0 -766,0 6-10' 12' - 0'" 11 ' - 3' 10-' - 17.' 72' - 0' 72' - O.• 12:' - 0' 11 ' - 11- 12' - On 6-1W 12'- 0,° 10'- 11° 10"-� 4• 12'- 0-" 12'- 0• 11"- its.° 11'• 3" 12-- 0•- 65.0 6-10" 71.'- 4:' 10'- 8' 9:'- 11'. 12'- 0' 12'- 0' 11'- 7' 10'- 9" 12`-� 0-' 70.0 6-10' 10'- 9.• ia,- 5' 9.•-.6' 12'- 0' 12' 0- 11'-: 3^-10,. 4' 12•- 0" 75.0 6-107 1D,' -' 3' 10' - 2 ` 9.' - 2' 12'- D• 12" - - O` 11' -. 0- 9' •' 11 • 12:" 0' 80.0- 6-10' 9• -.. 6" 10' -,. 0.• I 8-.' -, 7' 12' -. o' 11' - 3" 10' -. 11 `. 1 9' 4" 12' - 0' 1ULLION SCHEDULE 2a WALL MOUNTING MAX SPAN If() FOR END AND INTERIOR MULLIONS FORA GNEN A.S D DESIGN LOAD f f)AND A MAX MULLION SPACING (R) ` A.S.D. MAXIMUM MULLION SPAN (ft) DISSIGN LOAD (p sa) MAx1M0M MULLION SPACING. �4(6"x1/4" MULLION 25 4"x8"X114" MULLION ORIENTATION #1(1:=3 19 ORIENTATION #2 19. ORIENTATION $i (Cj B ORIENTATION Q ( 1 • END INTERIOR. END INTERIOR _END WTERIOR END INTERIOR 30..... 8' -0- 12.' _ 0-. 12':._" 0 i0.' - 10" 12' - 0" .12' 0" 12' - 0.` 11 `_ 9.' 12" _0: 35 6-4' 12' - 0 12 • 0' 10' - 3. 12' - 0" 12' - T 1 '' - - 0.' 17' - 2' 12^ - 0' 40 f 4" 17'- 9" 11'- 10- 9'_; 9' 12'- O" 12--' 0" 12,- 0" 1(1 8 12:'- 0; 45 6-0` .1f' - . 0," 11"- 4,' 0' -' S" 12' - 0" 12' - 0" 12' - 0" 10° -. 3 ` 12.'0' W B`d' 10'- fi' 11 "0 0• 9'- 1' 12'-. 0.' 12'- 0' 11'- 1I_ 9'-L10.' 12:'- 0^ 55 6-4' -10' - O' 1D' -- 7" 8'- • 9". 12' - 0" 11' - S.' 11' - 7." 9' - 77 12' - o 6o 6-0` 9'- 7' 1Y 4" 8'-" 6• 12'- 0-" 11'-:3` . 11'- 3' . 9'-. 3' 12'--0' 65 - TS"- 9" - 8.' 10' - 3.' 8-' - 8 • 12' - 0" Ti' - 5." IT' - 2:" 9.' _ 5' 12' 70 T-5' 9'- 7' 10'- 2' B.'- 7" 12'- 0" it'-. 4.' 11'-. 1:" 9' - 4.- 12:•- 0•. 75 60 7-(1" 6.1 9'-. 8:" 9"-. 10'- 2." 10:•-` 0' 8"- 8" - 72'- 0' 1 O:" 11 .'- 5'. 11.- 77'-, 0' 1.'-- 1, 9'- 5" 97 :121- 0' 12'-: SCHEDULE 2c WALL MOUNTING MAX SPAN f1) FOR END AND INTERIOR MULLIONS FORA GIVEN A S D DESIGN LOAD fps11 ANDA 6' 10•' MAX MULLION SPACING fft) A.S.D. MAXIMUMMULLIONSPAN (ft) DE61Gy LOAD MAXIMUM MULLION 24 4"x6"xt/4" MULLION (94"x8"x1/4" MULLION SPACING 0v 0PJENTATON #1 (d ® END' INTERIOR ORIENTATION 92 (. 111 5 END INTERIOR ORIENTATION #1 c) ® ENO INTERIOR ORIENTATION #2 END I INTERIOR 35.0' 6•-10" 12-!-, Q- 1z'-a a." 12•.-. 0" 12.' - 0•° . 12• - o." -i2:' - 0' 12.•- 0" 'iz' , "off ' 12'-. D,-� i2' - O• 12..'-. D• `i2 • ;- of iz'"_.. Q" 40D 45.0 6'-10: G-1D" 6.1a' 6-1P 12' -. 0' 12-• - O.• i2'-, 0" 12'-• 0' it- 4 12; -.: D." 1z• -. O^ Tv--7" 11'_�,3" 10'-: S" .12' -. 0" 1z' - D". 11-- 8" 10'- 11" 10'- 4" 9'- 11" 12' _.. 0.• 1z• = o• 12.'- 0" 12'- o- 12'-0'" 12'-. 0' -12' -' 0" 1r - D" 12'-0' 12'•0,• 12'-0" 12'- 0" 12' - 0• M''12- 12' - 0' - o' 12'.'- o" 11'- 11° 11''- 3° 10'-" 9- 712' -. 0` iz50.0 '12'-Q"%.0 i2'•.- 6-10''-11• 12'-'0.'E10 12'-O- 70.0 6-10' G-10" 10'- 9". 10.'- 3" 10'-; 5." 1D'•; 2' 9'- 6" 9'- 2" 12'- 0." 12^.'0" 12'-0"- :12'- 0" 10•-: 4" 9'-.11" 12'-0"75.0 12`- 0 1 "olnJmum JWUi_L1UIN JrAUINV OPIALL bt SUCH THAT MAX. ALLOWABLE SLAT SPAN FOR THAT A.S.D. DESIGN LOAD SHALL NOT BE EXCEEDED.. t MULLION ORIENTATION IS AS SEEN.FROM THE OUTSIDE (EXTERIOR) OF PRODUCT. d L1Q[.'`\CENS�C-_`9 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zme) No.4416T * _ u {y.' •` V \ 7q I1\1 1I1!" m1o17 Mi ff IL ECG IMt. TIDfT 1ESTINo tr FNOINFixDIO CDYPAHY 6D91iR X0. h. $4 !A - N4Wl GN6CV, IL J116[ J7m" -(Idyl othJ 4Re Cook mJ M-0005719' WH.1FA A TrtlJr Jc. P.E RaR00. lk. 4N6] 40mm ER SLAT BERTHA ROIL -UP .HURRICANE SHUTTER muwN•m AMERICAN SHUTTER SYSTEMS ASSOC.. INC, 4256 N45JRagpS'DRN WE1T P/:W D FL 1]4,0] PNO.yE: (577)50-27TZ F u (581 M-9�D0' toDiajr. DATE T %-Zai DRAWINGL m. Y. n iw .ovt Jn.0 mmJn. nn. m.JY4A Je i o Slim 48 a, ON SCHEDULE I D RETENTION SYSTEM W/ SLAT( SCHEDULE 16' (LIMITED LOAD MULLION SPACING & SPAN INEITALLATIONy FLOOR TO CEILING (TRAPPED) MOUNTING MAX SPAN(ft) FOR.END AND INTERIOR MULLIONS FORA GIVEN DESIGN LOAD (ps0. ' AND FOR 8.O" (CASES la & S) MAX MULLION SPACING. (ft)" INSTALLATION CASES A.S.D. LOAD (p.s.f.) - MIGN ULLION SPACING (ap MAXIMUM MULLION SPAN -(ft- 4"x6"X1(4"'MULLIO @ 4"zS"x1/4"-MULLION ORIENTA7ION#1 OR_ IENTATEN N.2 ORIENTATION 41 ORIENTATION ftt ORIENTATION # ( o) 8 (0) ® ( 6) Id ( 0) END. INTERIOR END INTERIOR INTERIOR 30.0' 8'-0" 12`- 0" 12' - 0" 12':. 0" 12' - 0" 35.0 1 8--0" 0" 12' - 0' 12' - 0" 12' - 0" 40.0 a,-0• 12;:--0" 12'.- 0° 12' - 0" 12.' - 0' CASE Ia. 45.0 8'-0' - 12'- 0" T2' - ,0" 12' - 0" 12' - 0" 60.0 a=0" '12' = 0.- 12' - 0° 12' - 0" 12.' , 0." 55.0 8'-0" - 12 ` - O ° _ 12 ' -1 0 11 - - 8 " 12.' - 0. " 60-0 8'-0" - 12`-- 0" 11' - 10� 11' - 4". 12' - 0" 60.0 81-0" 12'- 0" 11' - 9" 11' - 4" 12' - O" 30.0 S'-0" 9 ' - 0. 9.' - 0 " 91.. 0. 9. - 0. 35.0 81-0" 9' - 0" 9' 0" 9' - 0" 9' - 0" 40.0 8-0' - 9, - 0,. 91 0. 91- 0. 9" - 0" 45.0 810' 9' - 0" 9' - 0" 9. - 0" 9. - 0" 50.0 8'-0' - 9' - 01. 9. - 0. 9' - 0. 9. - 0 " 55.0 8'-0° -9' 0" - 9' - 0" 9, - 0" 9' - 0" CASE II 65.0 a'-0" - 9•- 0" 9,- 0^ 9,- 0" P.- 0" 70.0 _81-0" 9,- 0" 9•- 0., 9•- 0" 9'- 0.." 75.0 8W- 91- 0" 9.- W. 9.- 0• 9`- 0• BO.O 8'-0° -- 9'- 0• 1 9,- 0..: 9,- 0- 9. - 0.- * MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX. ALLOWABLE SLAT SPAN FOR THAT DESIGN' LOAD SHALL NOT BE EXCEEDED. t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE (EXTERIOR) OF SCHEDULE 2W (LIMITED LOAD, MULLION SPACING & SPAN INSTALLATION) WALLMOUNTED MAX SPAN (ft) FOR END AND INTERIOR MULLIONS FOR A GIVEN DESIGN LOAD.(ps0. . AND FOR S'-0" (CASE III MAX MULLION SPACING (ft)' INSTALLATION CASES A.s.o. DESIGN LOAD (p.0.). MULLION SPACING MAXIMUM MULLION SPAN. ft 4 .4"X6"X1/4" MULLION4"xV ..14" MULLION 0RIENTATION#1 ORIENTATION#2 ORIENTATION41 ORIENTATION.#1 ORIENTA)ION# .. 30.0. TO- .. 9'. 0" 9'- 0.. 9.- 0" 9.1._ 00 35.0 8.0" 9' - 0" 9' - 0" 9' - 0' 9' - 0" 40.0 8-(r 9' - O" .9, - 0" 9' - 0.° 9' - 0" 45.0 8-0' 9.'- 0.. 9.- 0. 91_.0. 9.- 0, CASEll' 50.0 8'-O".... 9 01, 9. - 01. 9 • _. 0. 9, - 0 " 55.0 8'-0" - 9,. 0." 9'-.0" 9'- 'U:" 9, - 0"... 60.0- 8'-0" 9' - 0." 9-- 0" 9' - 0. 9' - 0 " 65.0 V_0" _ 9.. 0.,. 9. _ 0. 9. - 0.. 8 , - 0." 70.0 8'-91 9' - 0" 9'- 0." 9' - 0" 9' - 0." 75.0 8'-0.. 9 .: _ a ., 9 , _ .0 Q. g... 0 • 9. . 0.. - 80.0 8'-0. - 9. - 0" 9' - 0" 9.' . 0" 9' - '.0" ND ULLION 'RIOR .LION MULLION SPACING: "S" FLORIDA BUILDING CODE. (Non High Velocity Hurricane Zone)