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Home My WebLink AboutPA , storm panels continuedCONCRETE ANCHORS_ (SEE SCHEDULE ON SHEETS 9 THROUGH 10) 1 SEPARATION TO GLASS. EXISTING (SEE SCHEDULE GLASS ON SHEET 3) CONCRETE ANCHORS (SEE SCHEDULE ON SHEETS 9 THROUGH 1 INSTALLATION DETAILS FOR REGULAR PANEL n INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES EXISTING POURED CONCRETE EXISTING POURED CONCRETE OR CONCRETE BLOCK FOR CONCRETE BLOCK fi/ ZA REQUIRED. REQUIRED. 1/2 1/4" MAX. I I I I I I I I I I I I I I 1/4"0-20x1' s, BOLTS W/ � AT EA O ERL* (USE FOR PMEL 1 LENGM O.hA Y-,h +J�--I--- "L" Max. I PANEL LENGTH f i (SEE SCHEDULE ON SHEET 3) I I O I 50% I I OF "L" I MAX. I I 1 4'6-2oz 1' I I HEX HEAD BOLTS w 15 o s 1/4" D.C. I` 1 4-x1- HEX WASHER HEAD UII'- B2TEX TEK SCREW OR -IDxi" S.S. M.S. W/ NUT 1" Min, 10 12 1/2" D.G. LEG LOCATION ALTERNATE CONCRETE EXISTING POURED CONCRETE ANCHORS (SEE SCHEDULE ON R CONCRETE BLOCK REQUIRED. SHEETS 9 THROUGH 10) BUILD -OUT MOUNTING SECTION 1 SCALE 3/8=1" E.D. = EDGE DISTANCE NOTE MR COMBINATION OF SECTIONS: (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. CONCRETE ANCHORS_ (SEE SCHEDULE ON SHEETS 9 THROUGH 10) SEPARATION II TO GLASS. (SEE SCHEDULE II ON SHEET 3) I EXISTING POURED CONCRETE OR CONCRETE BLOCK REQUIRED. CONCRETE ANCHORS ,I STAGGERED W/ STUD (SEE SCHEDULE ON SHEETS 9 THROUGH 10) EXISTING POURED J i2 CONCRETE OR CONCRETE BLOCK 1/2" 1/4•• REQUIRED. MAX. CONCRETE ANCHORS j I I (SEE SCHEDULE ON I I SHEETS 9 THROUGH 10) EOf. i I I I S.S. BOLTS WE4 O%o AT mm_ (USE FOR PhWl LENGTH OAR Y-r I I "L" Max. I I I I PANEL LENGTH (SEE SCHEDULE ON SHEET 3) EXISTII GLASS50R OF ^L^ MAX. 5/2 I O.C. Min. SEPARATION TO GLASS. (SEE SCHEDULE ON SHEET 3) CONCRETE ANCHORS (SEE SCHEDULE ON� SHEETS 9 THROUGH 10) W/ ® ONLY WHEN SOLID SET & CALK -IN ANCHORS ARE USED & W/ ([D WHEN PANELMATES ANCHORS ARE USED. HEAD BOLTS 6 1/4" O.C. L° Max. PANEL LENGTH I (SEE SCHEDULE ON SHEET 3) POURED CONCRETE BETE BLOCK WALL MOUNTING LNALL MOUNTING f DIRECT MOUNT SECTION 2 SECTION 3 SCALE 3/8-1" SCALE 3/8=1" FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone :'�\v ,5'�''•.•Y, szms nuceo, INC 24 GAGE GALVANIZED STEEL STORM PANEL F.R.L. DRAWN By. 1L ECOINC. GLOBAL PROTECTION PRODUCTSFLLC. 03/11:/ DATE: TI�OI• (r '3'4 4800 S.W. 51 STREET DAME. FL. 33314 TILLIT TEST/NG & ENGINEERMG COMPANY 6J33 N.W. S6N. V, 3H. J03, MAR(N:. 4Y2fHS M4 SJ166 ((7 vno�e : (xs) 8n-131'i . nr.: (30) 871-141 PHONE: (954)689-7545, FAX: (954)689-8797 1 5-022 • `\ ' .-a. t.T[[OOOM.[MI EB-0006719 DRAWING No: ' "" vrz Ilev. w ovxMvw o.rz 1 an rs-wv vp 4 SHEET 4 OF IS ,` \7 WALTER A. ALUr &, P.E. fLORtDA tic. 1 44167 r - _ . _ _ CONCRETE ANCHORS_ (SEE SCHEDULE ON SHEETS 9 THROUGH EXISTING POURED CONCRETE PESUIREU EXISTING I CONCRETE REQUIRED 11 II 11 II II EXISTING uE GLASS II II SEPARATION IITO GLASS. (SEE SCHEDULE II ON SHEET 3) II (1 � INSTALLATION DETAILS FOR REGULAR PANEL (� INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES ALTERNATE CONCRETE ANCHORS LOCATION (SEE SCHEDULE ON EXISTING POURED CONCRETE I SHEETS 9 THROUGH 10) OR CCNCRETE BLOCK REQUIRED. 1,14 ALTERNATE LEG 1/4" MAX. CONCRETE ANCHORS_ (SEE SCHEDULE ON SHEETS 9 THROUGH 10) S.S. BOBS W1 At EA MAI. (USE FOR PMEL I MTH OVER r- -) Max. PANEL LENGTH (SEE SCHEDULE ON SHEET 3) OF "L" 1 I10 12 1/2" O.C. CONCRETE ANCHOR'\ (SEE SCHEDULE ON SHEETS 9 THROUGH 10) -E.D.— ING AND FLOOR MOUNTING SECTION 4 SCALE 3/8=1" GLASS SEPARATION TO GLASS. (SEE SCHEDULE ON SHEET 3) 1/2' 1/4"XI' HEX WASHER HEAD 4 BUILDEX TEK SCREW OR 1/4•-20x1" S.S. M.S. W/ NUT e /s 1/z• o.C. S.3 EX HEAD BOLTS i _V® B 1/4^ O.C. I 1L�I /6"0-20x1^ I S.S. BOLTS WI 1 AT E4 OrFjMA (USE FOR P'L" Max. lan. PANEL LENGTH 1A2=� (SEE SCHEDULE ON SHEET 3) I I OF "L" EXISTING POURED CONCRETE OR CONCRETE BLOCK REQUIRED. CONCRETE ANCHORS (SEE SCHEDULE ON SHEETS 9 THROUGH Min. SEPARATION TO GLASS. (SEE SCHEDULE ON SHEET 3) 1 EXISTING — GLASS CONCRETE ANCHORS W/W a 6 1/4- D.C. (SEE SCHEDULE ON CONCRETE ANCHORS (SEE SCHEDULE ON OF WALL OR SLAB SHEETS 9 THROUGH 10 '4 CONDITION) ) SHEETS 9 THROUGH 1( EXISTING POURED CONCRETE OR CONCRETE BLOCK EXISTING POURED COI REQUIRED. OR CONCRETE BLOCK �j REQUIRED. E.D. = EDGE DISTANCE NOTE FOR COMBINATION OF SECTIONS: (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. BUILD -OUT MOUNTING SECTION 5 SCALE 3/8=1" C- --- ---11 "L" Max. PANEL LENGTH (SEE SCHEDULE ON SHEET 3 FOR SPACER(A) & SCHEDULE ON SHEETS 0 o-2oxr 'Ep °LTO,gbAo� 9 & 10 FOR SPACER E FOR PANEL ICTH o.TR 7--60 OF "L" 2 1/8" LONG MAX. ALUMINUM SPACERS ® 6 1/4" O.C. VALID FOR ALL DESIGN LOADS AND PANEL LENGTHS PER SHEET 3. 1" MAX. LONG ALUMINUM SPACERS 0 12 1/2" O.C. (SEE TABLE #1 ON SHEETS 9 & 10.) SCALE 3/8=1" FLORIDA BUILDING CODE (Non High Velocity Hurricane INSTALLATION DETAILS FOR REGULAR PANEL n INTO WOOD STRUCTURES A WOOD ANCHORS (SEE SCHEDULE ON SHEET 11) WOOD HEADER —I2\ REQUIRED �<a✓ (SEE ANCHORS 1/4" (SEE SCHEDULE MAX. SHEET 11) 1/2" �"�� WOOD HE �Zn i REQUIRED --- �� I I r U_ LJ - I I 1 I ISEPARATION 1 `'/ TO CLASS. I "L MAX' I I PANEL LENGTH 1 (ONE SHEET 3)E 1 1 (SEE SCHEDULE 1 I I 1/4•o-zox1, ON SHEET 3) _ - S.S. "'US Va AT EA DOW ((USSE FOR PANEL F)(ISriNf:' N / I -- LENG111 74R 7-6"J GLASS 2"x4" WOOD PLATE REQU 0 12 1/2" O.C. WOOD ANCHORS STAGGERED W/ STUD (SEE SCHEDULE ON SHEET 11) WALL MOUNTING ALTERNATIVE_ 1 W SCALE 3/8=1" NOTE F M ATI _ TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 5 Min. EXISTING I SEPARATION GLASS _._.'1 TO GLASS. r.(SEE SCHEDUL 1 ON SHEET 3) 1 EQ HEAD BOLTS 6 1/4- O.C. EQ OEQ "L" MAX. PANEL LENGTH (SEE SCHEDULE ON SHEET 3) 2"x4" WOOD — \% PLATE REQUIRED 0 12 1/2" O.C. WOOD ANCHORS STAGGERED W/ STUD (SEE SCHEDULE ON SHEET 11) "x4" WOOD LATE REQUIRED WALL MOUNTING / DIRECT MOUNT ALTERNATIVE 2W SCALE 3/8=1" 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR ALTERNATE 2W') 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. I* NOTE: SEPARATION TO GLASS. (SEE SCHEDULE ON SHEET 3) ss. BOLTS ri'AD AT F 'I'Ll (USE FOR PANEL .12 G OVER 1-6' L" Mcx. PANEL LENGTH (SEE SCHEDULE ON SHEET 11 FOR 50% SPACER �A OF "L" 1" MAX. LONG ALUMINUM SPACERS 12 1/2" O.C. (SEE TABLE #1 ON SHEET 11.) PANEL MATE FEMALE ID OR PANEL MATE PLUS (SEE SCHEDULE ON SHEET 11) DIRECT MOUNT Wf SPACER ALTERNATIVE 2W' SCALE 3/8=1" SEE TABLE #I ON SHEET 11 FOR MAX. PANEL LENGTHS & MAX. A.S.O DESIGN LOADS FOR THIS INSTALLATION. 1" MIN. SEPARATION TO GLASS INDICATED ON SHEET 3 MAY BE REDUCED TO 1/4" AS LONG AS THE FOLLOWING CONDITIONS ARE COMPLIED WITH: (1) MAXIMUM ASO DESIGN PRESSURE RATING IS +60. -65 p.s.f. (2) MAXIMUM STORM PANEL LENGTH IS 72." (3) STORM PANEL INSTALLATION IS ONLY INTO AN EXISTING WOOD FRAME WALL. (4) INSTALLATION VALID ONLY FOR WIND ZONES 1, 2 & 3 PER ASTM E 1996-06. •"�- �T a FLORIDA BUILDING CODE (Non High Velocity Hurricane Zol i 4C '•.• " t >ao rs m Eca INC. 24 GAGE GALVANIZED STEEL STORM PANEL ORAR'N eY: IL GCCINC. TILLIT TESTING & ENGRJEERING COM1 J35 N.W. JM& St- so- Jox HFG A AMA M n. rry,"".: lJasJ 871-1= . rw : lJa9 all-e .,a, em eooOd. L PROTECTION PRODUCTS, 48W S.W. 51 STREET DAVIE, F_ 33314 PHONE: (954)689-7545. FAX: (954)889-8797 03/12/15 DATE: 15-022 DRAWING No: SHEET 6 OF 18 INSTALLATION DETAILS FOR REGULAR PANEL (I INTO WOOD 4"X8" (Min.) EXISTING WOOD BEAM REQUIRED. STRUCTURAL ADEQUACY OF EXISTING WOOD BEAM TO BE CERTIFIED BY REGISTERED ENGINEER OR ARCHITECT PRIOR TO SHUTTER INSTALLATION. w000 ANCHORS ALTERNATE WOOD AN / (SEE SCHEDULE ON (SEE SCHEDULE ON SHEET 11) SHEET 11) i' 1/4" MAX. WOOD HEADE I I �— EXISTING I (,� I—, REQUIRED GLASS 1 \l I I I I WOOD ANCHORS 1 I I (SEE SCHEDULE 1 1 Min. TOI I I I SHEET 11) 'SEPARATION I I ji GIASS.(SEE I I SCHEDULE I I 1/4'e-2oxi" ION SHEET 3) S.S. BOLTS W10 AT EA OVERLAP (USE FOR PANE. —, -r— 1 I I I LOJGTH CAR 7-e') "L" MAX. j PANEL LENGTH 1 I ( (SEE SCHEDULE ON SHEET 3) I i 1 I I 1 1 I I 50% I I OF "L" 1 4 I I MAX. NO FINISH I_ I I Al I nWFT1 WOOD ANCHORS (SEE SCHEDULE SHEET 11) -2- CEILING AND FLOOR MOUNTING ALTERNATIVE 3W SCALE 3/8=1" WOOD REQUIRED MOTE FOR COMBINATION OF XTiQ lc• NOTES. 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (P.S.f) AND PANEL LENGTHS COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 INSTALLATION, 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. 2"x4" WOOD REQUIRED 1 /2" Min. SEPARATION TO GLASS. SEE SCHEDULE ON SHEET 2 I I BUILD -OUT MOUNTING ALTERNATIVE 4W SCALE 3/8=1" LEG I" Min. (— 1/4"x1' HEX WASHER HEAD -EQ—I ` RW BUILDEX TEK SCREW OR ,.�( 1/4'-20x1' S.S. M.S. W/ NUT /I O t2 1/2" O.C. I I WA JS O 6 1/4' O.C. 1 1 1 I I I I I I I I I I I 1/6b-tax l' "L" MAX. 1 8.9. BOLTS W 1 IL EA ( Oh RIM PANEL LENGTH (USE FOR PAtif1 (SEE SCHEDULE 1 LENGTH O T-6-) ON SHEET 3) ! I f I I I I 50% OF "L" 1 I MAX. 1 I I S.S. HEX HEAD BOLTS W/@ a 8 'A' O.C. ANCHORS SCHEDULE ON 11) \ / FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone :' J �gzau 44167 ' ;. * nL cco, IN . 1 L E C O I N C. 24 GAGE GALVANIZED STEEL STORM PANEL F.R.L. DRAWN BY, GLOBAL PROTECTION PRODUCTS LLC. 1 a800 S.W. $t STREET DAVIE. FL 33314 PHONE: (954)689-7545. FAX: (954)689-8797 03/12 °'/11/" DATE: �1T[ 'o .i {�' [�{Jr I,�.' i4 J tea 4; V 1rve �-:LT �L%S E-% 0 1+.QTnit TILL? TESTING & ENGINEERING COMPANY WNW. 36cx M,. Aa. WS, V=NA aEN3, R Miss anm.: (305) 87,-,5w . Fc, (JAs) sA-,Wl e-mw': fiTeccOx�.eom EB-0006719: WAL71R A. TILLIT J . P.E. FLORIOa ul. B 44167 1 5-022 DRAWING NO: A' rcsnvOcx vs nev. w oocxenax wrt ao u-csT _ /rys _ o _ SHEET 7 OF IB POURED CONCRETE, COI BLOCK OR 2"x4" WOOD REQUIRED 4' X -H14 1/4'0 x 1 3/4" 1 _TAPCON ANCHOR Tin O 12' O.C. 7' 2 CASE A (PLAN) SCALE 1/4'=1» END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE, 1 p OR 21E5 1 1 & �a POURED CONCRETEir CONCRETE BLOCK fSRREQU FRAME pR®REWIRED ED00 VARIES 5' A41x. 9DT_ _ T_ _1 TRACK (TYP.) 1 2^ J 1 Max�___ i 1 J 1/4" 0 SOLTJ l 4' x 4' x .072' O 12' O.C. 3105-H14 OR 6063-TB ALLOY W/JACKNUT Cont. Alum, ANGLE CASE B (PLAN) :CALF: 1/4"-1" 1/4'0 x I 3/4e ANCHOR O 12' _2 1/2', Min. 2 1/2- 0 CONCRETE, :ETE BLOCK OR WOOD FRAME -J 1" 2' x 2" x ,055' TO TERNATE LEG LOCATION 2' x 5' x .055" CONT. ALUM. ANGLE OR .080. 3105-H1S4 SHEET METAL ALUM. BENT PLATE �l 1 /4' Max. GAP CASE C (PLAN) SCALE 1/4"=I" 2" x 3' x .093" 3105 H-14 6063-TS ALLOY CONT. ALUM. ANGLE WITH 1/4'0 x 1 3/4' TAPCON O 12" O.C. HALF CAP POURED CONCRETE. CO BLOCK OR 2'x4' WOOD REQUIRED CASE D (PLAN) SCALE 1/4^=1» �I SOLID -SET OR CALK -IN OR ELCO PANELMATE LSX __ ��'21 .O •® POURED CONCRETE FFF��(((P, BO TRIM R FEMALE ID AND POURED CONCRETE �I �v 4 pR CONCRETE BLOCK r TDP, BOTTOM OR - PANELMATE PLUS (SEC (MIN. PANEL CONCRETE BLOCK R VARIES 1 �� OR 2'x4' W000 I SIDES OF OPENING SCHEWLE ON SHEETS 9, OVERLAP BEYOND 2'x4' W000 FRAME S" Mmr_II ( ® & FRAME REQUIRED AS PPPl1CABLE 10 g 11) OPENING WIDTH) BPoLORED CK OR 2CRETE. CONCRETE REQUIRED 1 REQUIRED 1 �/ 1 1 3/a' Mox. O OR VARIES 1 BEM W/ ANCHORED FRONT g 5» Max. REAR FLAT FLANGES PARALLEL TO X B.O. DISTANCE - 1 WALL (NEVER CUT END PANEL) a TRACK 0 (TYP.) S _T 1 t -10 S.S. 80LT5 MD -A CASE G (PLANS, WASHFFaI WNGMn B 6 O.S. OR I/ts-20 SCALE 1/4"=1' MIT fr O.C, Locx VALID FOR DIRECT MOUNT INSTALLATION ONLY & CERTIFIED PANEL INSTALLATION AT WALLS W/ SURFACE LEVEL VARIATIONS WITHIN 3/4" -� CASE F (PLAN) PA.7Ir� CASE E PLAN I1. FLORIDA BUILDING CODE Non High Velocity Hurricane Zone scALI. 1/4 Tl=1 11 SCALE 1/4'=I' °y°\GEN$.:`• = �)2ms m7£ca ac 24 GAGE GALVANIZED STEEL STORM PANEL F.A.L. BY DRAW WN : 1L ECO1Nc. GLOBAL PROTECTION PRODUCTS, LLC. °'/DATE; `9/ 4800 51 STREET 3r `G, /� TILUT TESTING h ENGINEERING COMPANY 00 S.W.S FL 3331E �f c i '•v 8M0 N.W. JWM. SLR 9e. JOA NaQNN G{40fl1; fx JJI44 15-022 TA OF 4L �4 Anane 1 (305) e71-1Ql0 . F. . (304) 371-15Jr PHONE: (954)889-7545. FAX: (954)689-8797 ,\ a- ", tihroOa . //�� 1' £B-0006719 m. 4. ocxieeuex aan m. xe oo� an DRAWING N0: =-. 7LSG'R:4 5 a1y ,9PE °5 WALT£R A. TILL? Jr., P.E. i G.0 rf-00 1yr 2 _ - 1 n_ ......-& \C? .14 flnRab Im o 4nA7 SHEET 8 Of 18 (VALID ONLY FOR PANEL 0 INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) MAX. A.S.D. DESIGN PRESSURE RATING y f (P ) MAXIMUM ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELOW * APPLICABLE TO SECTIONS A g ANY COMBINATION OF THEM MAXIMUM PANEL LENGTH "L" (ft.) MAX. A.S.D. DESIGN PRESSURE RATING (P.S.f.) MAXIMUM ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELOW * APPLICABLE TO SECTIONS g ANY COMBINATION OF THEM MAXIMUM PANEL LENGTH .L" (ft.) TAPCON SOLID -SET PANELMATE FEMALE ID PANELMATE PLUS ZAMAC-NAIUN CALK -IN TAPCON SOUD-SET PANELMATE FEMALE ID PANELMATE PLUS ZAMAC-NAILIN CALK -IN TO TO TO CONCRETE BLOCK TO CONCRETE To CONCRETE B1 K TO CONCRETE TD CONCRETE BLOCK13,K TO TO CONCRETE TO COtKl2ElE TO CONCRETE BLOCK TO TO CONCRETE BLOCK TO To CONCRETE BLOCK TO CONCRETE CONCRETE B CK TO CONCRETE To CONCRETE BLOCK N TO CONCRETECONCRETECONCRETE LOCK TO TO BLOCK TO cz Tp CONCRETE BLOCK +45, -45 OR LESS 13" 13" 13" f3" 13' 1J" 13" 13" 13" 13" 13' 13" 1 (TOP) 5OR" LESS +45, -45 TO +55. -65 13" 13" 13" 13" 13" 1 13" 13" 13- 13" 13" 13" 11 1/2' 1 (TOP) SOR" LESS 13" 13" 13' 13" 13" 13" 13' 13" 13" 13" 13" 13" 1 (BOTTOM) 13' 13' 13' 13" 13" 13' 13' 13' 13' 13" 13" 11 1/2- 1 (BOTTOM) 13" 13" 13' 13" 13" 13" 13" 13" 13" 13" 13' 13" 12 (TOP) 13" 13" 13" 13" 13' 13' 13" 13" 13" 13" 13" 11 1/2- 12 (TOP) 13" 13" 13' 13" 13' 13" j 13" 13" 13' 13" 13" 13- 2 (BOTTOM) 13• 13' 13" 13' 13' 13' 13" 13' 13" 13' 13" 1t 1/2" 12 (BOTTOM) 13" 13" 13" 13" IS. 13" 13" 13" 13' 13' 1 13" 13" 3 (TOP) 13" 13' 13" 13' 13" 13- 13- 13" 13' 13" 1 13" 11 1/2 3 (TOP) - - 12 1/2- 12 1/2" 8 1/4' 8 1/4" 12 1/2'12 1/2` - - 6 1/4' 8 1/4" 3 (BOTTOM) - - 12 1/2"12 1/2" 6 1/4" 6 1/4' 12 1/2"12 1/2" - - 6 1/4- 6 1/4' 3 (BOTTOM) e" e' 8' B" e" 8 B. 8" 8' 8" 8' 7 1/2' 4 (TOP) 6" 5 1/2" e" 8" 8' 6 1/2' e" 7 1/2" 8" 6" 8" 5" 4 (TOP) 8" - 8" - 8' - 8" - 8" - 8" - 4 (BOTTOM) 8" - 8° - 8" - 8" - e" - 8' - 4 (BOTTOM) 13" 13" 13' 13" t3' 13" 13" 13" 13" 13" 13' 13" 15 (TOP) 13" 13' 13' 13" 13" 13' 13' 13" 13" 13" 13" 11 1/2-5 (TOP) 13° 13" 13" 13" 13" 13" 13" 13" 13" 13" 13" 13" 5 (BOTTOM) 13' 13" 13' 13" 13" 13" 13- 13" 13' 13' 13" 11 1/2" 5 (BOTTOM) 13" 13" 13• 13' 13" 13' 13' 13' 13' 13• 13" 13' 6 (TOP) 13" 13" 13' 13" 13" 13' 13" 13" 13' 13' 13' 11 1/2" 6 (TOP) _ - 6 1/4" 6 1/4" 6 1/4. 6 1/4' - - - - 6 1/4" 6 1/4' 6 (SOTT.••) - - 6 1/4" 6 1/4" 6 1/4" 6 1/4" - - - - 8 1/4" B 1/4" 6 (80TT."") 13" 5" 13" 10 1/2" 13' 7" 13" 7' 7 1/2 1 5 1/2 13- 4 1/2' 1 (TOP) �5TO _,. 14.-4. 13• B" 13" 13' 13" 8 1/2" 13" 8 1/2' 9 1/2" 6 1/2" 13" 5 1/2' 1 (TOP) 6" TO 9'-6- 13" 7" 13" 13' 1 13" 9-1 /2 13" 9 1/2 10 1/2 7 1/2 13" 6" 1 (BOTTOM) 13" 7 1/2" 13' 13" 13" to" 13" 10" 11' 8" 13" 6 1/2' 1 (BOTTOM) 13' 5' 13' 10 1/2" 13" 7' 13" 7" 7 1/2 5 1/2 13" 4 1/2" 2 (TOP) 13" 6" 1 13- 13' 13' 8 1/2" 13' 8 1/2' 9 1/2' 6 1/2" 13" 5 1/2" 2 (TOP) 13" 7" 13" 13' 1 13" 9 1/2 13" 9 1/2 10 1/2 7 1/2 13' 6 1/2' 2 (BOTTOM) 13" 7 1/2" 13' 13" 13' 10" 13" to" 11' 8" 13- 6 1/2. 2 (BOTTOM) 13" 7' 13" 13' 1 13" 9 1/2 13` 9 1/2 10 1/2 7 1/2 13" 6 1/2- 3 (TOP) 13" 7 1/2" 13" 13" 13" to' 13" to" 11' W. 13" 5 1/2" 3 (TOP) - - 12 1/2' 12 1/2" 6 1/4" 6 1/4" 12 1/2" 6 1/4' - - 6 1/4" 6 1/4' 3 (BOTTOM) - - 12 1/2 12 1/2" 6 1/4' 6 1/4' 12 1/2"12 1/2" - - 6 1/4" 6 1/4' 3 (BOTTOM) 7" 3" 8" 5 1/2" 7" 3 1/2" 8' 1 4- 4 1/2" 3" 6 I/2' 3" 4 (TOP) 7 1/2" 3' 8' 6" 1 7- 4' B' 4" 4 1/2- 3 1/2" 6 1/2' 3- 4 (TOP) a. - 8" - 8" - 5 1/2- - 7 1/2" 4 (BOTTOM) 8"- 8" 8" - 8" - 5 1/2' - 7 1/2' - 4 (BOTTOM) 13' 7" 13" 1J` 13' 9 I/2 10 1/2' 7 1/2- 13' 8' 5 (TOP) 13" 8 1/2" 13" 13" 13" 10" 1J" 10" 11' 8" 13" 6 1/2" 5 (tOP)13"7' 13" 13' 13' 9 1/2' 113"7" 10 1/2" 7 1/2" 13' 6 1/2' 5 (BOTTOM) 13- 8 1/2- 13' 13" 13" to-13"1a"11"8"13"6 1/2" 5 (BOTTOM)13" 5" 13' 10 1/2" 13' 7" 7 1/2" S 1/2" 13" 4 1/2" 6 (TOP) 13' 6" 13" 13" 13" 8 1/2" 13' 8 1/2" 9 1/2' 6 1/2" 13" 5 1/2' 6 (TOP)6 1/4" 6 1/4" 6 1/4' 6 1/4' - - 8 7/4" 6 i/4' 8 (t30TT.••) - - 6 1/4" 6 1/4" 6 1/4' 6 1/4" - - - - 6 1/4" 6 1/4" 6 (BOTT.••) SEE SHEET it FOR ANCHORS TYPE g SPACING FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS. MINIMUM ANCHOR SPACINGS AND MINIMUM EDGE DISTANCE ARE INDICATED ON THIS SCHEDULE. FOR E.D. LESS THAN INDICATED ON SCHEDULE REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. FOR THIS OPERATION TO BE POSSIBLE, REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE ON THIS SCHEDULE. ANCHOR TYPE 1/4.6 1/4'6 1/4"e 1/4"a 1/4b I 1/4"0 TAPCON SOUO-SET PANELMATE 10 PANELMATE PLUS iAAfAO-NOUN CALK-INFEMALE MINIMUM ANCHOR SPACING (in.) 3 3 3 3 2 1/2• 2 1/2 MINIMUM EDGE CONCRETE IN) 3 3 1/2' 3' 3 3 1/2" 3 DISTANCE (E.D-) CNoRETE BL=On.) 3 31/2' 31/2" 31/2 31/2" 4 ACTUAL EDGE DISTANCE (E.D.) FACTOR 1 1/2' —� -_ 0.35 2 1/2' 0.81 0.50 - - - 0.50 3' 0.90 0.78 - 1.00 - 0.63 3 1 ' - 1.00 1.00 - t.00 1..00 '• SPACINGS ONLY VAUD WHEN SPACER Q IS USED. SEE TABLE #1 FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER ® IS USED, A.71L� jT 167�• ' A.S.D. DESIGN LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS 6'-8" > 40 PSF TO 50 PSF 6'-2- * 50 PSF TO 60 PSF 5'-10" A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ 9A SPACER AT 12 1/2" O.C. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zo D2015 DLTECO. 7NC. F.R.L. 24 GAGE GALVANIZED STEEL STORM PANEL I L I E C O I NC. GLOBAL PROTECTION PRODUCTS, r/ C@,'T T/LLlT TESTING COMPANY GAME S.W. SI STREET t ENGINEERING C F . YL, �•AI LNF f y� alit n.K .1sM. A.. SY.. Jai wN rApom a 3Jre6 MVIE. R.. 33314 Pnw• (30A) 87T-1ala . F. : (Sas) 67I-ISD PHONE: (954)689-7545, FAX: (954)689-6797 F�Amin >�� rma: ra "eadcam •' t. EB-0006719 6Na7ME% •° WAL7ER A. n(Lr ✓c.. P.E as u-aev rYr , Ti�i Al 1r AMOA tic. 1 44167 • - _ • " DRAWN BY: LC. 03/12/IS l� DATE: 15-022 DRAWING No: :ET 9 OF 18 SCHEUCTURES (VALID ONLY FOR PANEL 0 INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) MAX. A.S.D. DESIGN PRESSURE RATING s f (P• ) MAXIMUM ANCHORS SPACING KOR MIN E.D. PER SCHEDULE BELOW * - APPLICABLE TO SECTIONS # & ANY COMBINATION OF THEM MAXIMUM PANEL LENGTH ^L" (ft.) MAX. A.S.D. DESIGN PRESSURE RATING (P.s.f.) MAXIMUM ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELOW * APPLICABLE TO SECTIONS M & ANY COMBINATION OF THEM MAXIMUM PANEL LENGTH "L�. (ft.) TAPCON SOLID -SET - PANELMATE FEMALE to PANELMATE PLUS ZAMAC-NAILIN CALK -IN TAPCON SOLID -SET PANELMATE FEMALE ID PANELMATE PLUS ZAMAC-NAIUN CALK -IN Tb ppNpR TO CONCRETE BLOCK TO CG1,IpR TO CONCRETE BLOCK Tp ppNpR TO CONCRETE BLOCK TO ppNpR TO CONCRETE BLOCK TO CONCRETE TO CONCRETE BLOCK To pprypR TO CONCRETE BLOCK Tp CONCRETE TO CONCRETE BLOCK Tp CONCRETE TO CONCRETE LOCK Tp CONCRETE TO CONCRETE BLOCK Tp CONCRETE TO CONCRETE BLOCK Tp CONCRETE TO CONCRETE BLOCKNCF TO tETEBLOCK TO CONCRETE >+65, -65 TO +75, -75 93" 11" 13" 13" 13" 13" 13' 13" 13" 13" 12" 13" to" 1 (TOP) 5OR" LESS >+75, -75 TO +119; 119.E 13" 5" 13' 10 1/2" 13" 6 1/2' 13" 6 1/2' 7 1/2" 5 1/2" 13" 4 1/2" 1 (TOP) 5OR • LESS 11" 13' 13" 13" 13" 13" 13" 12' 13" 10" 1 (BOTTOM) 13' 6 1/2" 13" 13" 13" 9" 13" 9" to" 7 1/2" 13" 6" 1 (BOTTOM) 3" 11" IV, 13" 13" 13' 13" 13' 13" 13' 13" 13" 6 1/4" - 13" _ 13" 13' 12" 13" 10" 2 (TOP) 73" 5" iJ" 10 1/2" 13" 6 1/2" 3" 6 1/2" 7 1/2" 5 1/2" 13' 4 1/2" 2 (TOP) 13" 13" - 13" 13.. 13" 12' 13' 10' 2 (BOTTOM) 13" 7" 13" iJ" 13" 9 1/2" 13" 9 1/2' 10 1/2" 7 1/2" 13' 6 1/2" 2 (BOTTOM) 11 __. 13" 13" 13" 13" 13" 13" 12" 13" t0" 3 (TOP} 13' 7" 13" 13" 13" 9 1/2" 13" ',9 1/2" 10 1/2" 7 1/2" 13" 6" 3 (TOP) - - 12 1/2"12 1/2" 6 1/4" 12 1/2"12 8" 1/2" B 1/2" - 7" - 5" 6 1/4" 8" 6 1/4" 4 1/2" 3 (BOTTOM) 4 (TOP) - - 12 1/2"12 1/2" 6 1/4" 6 1/4" 12 1/2' 6 1/4" - - 6 1/4" 6 1/4" 3 (BOTTOM) 8" 7" 3" 8" S 1/2" 7" 3 1/2" 8" 4^ 4 1/2" 3" 6 1/2" 2 1/2" 4 (TOP) 9". - 8" 8" 8" 8" - 8" - 4 (BOTTOM) 8" - 6 1/2" - 8" - 8" - 5 1/2" - 7" - 4 (BOTTOM) 13" 13" 11" 13" 13" 13" 1'3 13" 13" 13" 13" 12' 13" 10" 5 (TOP) 13' 6 1/2" 13' 13" 13" 9" 13" 9" to" 7 1/2" 13" 6" 5 (TOP) F1" 13" 13" 13" 13" 13" 13" 12" 13" 10' 5 (BOTTOM) 13" 7' 13" 13" 13" 9 1/2" 13" 9 1/2' 10 1/2" 7 1/2" 13" 6" 5 (BOTTOM) 13" 11" _ 13' 13" 13" 13" 6 13" 13" 13" 12" 13" 10" 6 (TOP) 13" 5" 13" 10 1/2" 13" 6 1/2" 13" 6 1/2' 7 i/2" 5 1/2" 13" 4 1/2" 6 (TOP) - 6 1/4" 6 1/4" 6 1/4" —1/4" - 6 1/4" 6 1/4` 6 (BOTT.**) 6 1/4' 6 1/4" 6 1/4" 6 1/4" 6 1/4" 6 1 4 6 1 4 6 1/4" 6 BOTT. 13" 7 1/2" 13' 13" 13" 1.0" 13" 10" 11" 8" 13" 6 1/2' 1 (TOP) TO 8'-D" 13" 5" 13" 10 1/2" 13" 6 1/2" 13" 6 1/2" 7 1/2' 5 1/2" 13" 4 1/2' 1 (TOP) >56" TO7 7'-5"8,� 13" 7 1/2" _. 13" 13"_ 13" 10 1/2" f0" 13" 10 i/2"11 1/2` 8" 13" 7" 1 (BOTTOM) 13" 6 1/2" 13" 13" IS' 9" 13" 9" to' 7 1/2" 13" 6" 1 (BOTTOM) i3" 7 i/2" 13"_ 13" 13" 13" to" II' 8" 13" 6 1/2` 2 (TOP) t3" 5" 13" 10 1/2" 13" 6 1/2" 13" 6 1/2" 7 1/2" 5 1/2" 13" 4 1/2" 2 (TOP) - 13" 13" 13' 10 1V 2' 13" 10 1/2. 11 1/2" 8" 13" 7" 2 (BOTTOM) 13" 7" 13" 13" 13" 9 1/2" 13" 9 1/2" 10 1/2" 7 1/2" 13" 6 1/2" .2 (BOTTOM) 13" 7 1/2" 13" 13" 13" 13" 10 1/2"11 1/2" 8" 73' 7" 3 (TOP) 13" 7" 13" 13" 13" 9 1/2" 13" 9 1/2" 10 1/2" 7 1/2" 13" 6" 3 (TOP) - 12 1 2"12 1 2" /// 6 1 12 1 2" 6 1 4' / - - 6 1 4" / 6 1 4" / 3 BOTTOM ( ) - - 12 1/2"12 1/2" 6 1/4" 6 1/4" 12 1/2' 6 1/4" - - 6 t/4" 6 1/4" 3 (BOl'TOM) 1/2" 3 1/2" 8" 6" 7 1/ g" 4_1 /2" 5" 3 1/2" 7" 3' 4 (TOP) 7" 3" 8" 5 1/2 7" 3 1/2" 8" 4" 4 1/2" 3" 6 1/2' 2 1/2" 4 (TOP) - 8" 8"8"_-"- e" - 4 (BOTTOM) 8" - 6 1/2" - 8" - B"- 5 t/2" - 7" - 4 (BOTTOM) 13' 7 1/2" 13' 13" 13" 10 1/2" 14-6 1/4". 13" 10 1/2"11 1/2" 8" 13" 7" 5 (TOP) 13" 6 1/2" 13" i3" 13" 9" 13" 9" 10" 7 1/2" i3" 6" 5 (TOP13" 7 1/2" 13 13" 13" 13" 10 1/2"il 1/2° 8" 13" 7" 5 (BOTTOM) 13" 7" 13" 13" 13" 9 1/2' 13" 9 1/2" 10 1/2" 7 1/2" 13" 6" 5 (BOTTOM) 13" - 7 1/2" 13" 13" 13" 13" 10 1/2"11 1/2" 8" 13" 7" 6 (TOP) 13" 5" 13" 13" 6 1/2" 13" 6 1/2" 7 1/2" 5 1/2" 1 13" 4 1/2" 6 (TOP) - 4" b 1/1/4" 6 6 1/4"6 _ _ _ _ 6 1/4" 6 1f4` 6 (BOTT.++). - - 6 1/4" 6 1/4" 6 1/4" 6 i/4" _ _ _ _ 6 1/4" 6 1/4" 6(BOTT.••) SEE SHEET 11 FOR ANCHORS TYPE & SPACING FOR IWttALLATIONS INTO WOOD FRAME BUILDINGS. # MINIMUM ANCHOR SPACINGS AND MINIMUM EDGE DISTANCE ARE INDICATED ON THIS SCHEDULE. FOR EA. LESS THAN INDICATED ON SCHEDULE REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. FOR THIS OPERATION TO BE POSSIBLE, REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE ON THIS SCHEDULE. -_ ANCHOR TYPE 1/4'0 1/4"o 1/4"o PANELMAT€ PEMALE 10 - 1/4"o PANEUMTE PLUS i/4'o Z.MAC—N4IDN 1 1/4"a CALK —IN TAPCON SOUD—SET MINIMUM ANCHOR SPACING In.) 3 3 NVNIMUMEOOE DiSTANCE(E,O.I CGNCRETF (In.) 3 3 1/2' 3" 31/2" 3 31%2 3 1/2' 31/2" 3 4 GUNCRETE MOa((irl. ACTUAL EDGE DISTANCE (ED.) FACTOR s0.50 — 1.00 3LA 1Ab — 1.00 1.00 '+ SPACINGS ONLY VALID WHEN SPACERS IS USED. SEE TABLE #1 FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER 64 IS USED. TABLE #1 A A.S.D. DESIGN LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS 6'-8" > 40 PSF TO 50 PSF 6'-2" > 50 PSF TO 60 PSF A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ 99 SPACER AT 12 1/2" O.C. NN1 � vnani FLORIDA BUILDING CODE (Non High Velocity Hurricane Zo Z2015 7RTECO, INC. 24 GAGE GALVANIZED STEEL STORM PANEL I F.R-L DRAWN BY: ILIECOINC. L PROTECTION PRODUCTS, 4800 S.W. 51 STREET DAVIE. FL. 33314 PHONE: (954)689-7545, FAX: (954)689-8797 03/12/15 DATE: 15-022 DRAWING No: SHEET 10 OF IS D.M., 30 or D.M., 3" MAX. 3" MAX. 1' MIN. 1 /4" T'\ MAX. GAPS ----- ANCHORS (SEE SECTIONS & ALTERNATIVES ON SHEETS 13, 14. 15 &16) R—IA/13, R-2A/13, R-3A/14, R-1B/13, R-2B/13, R-3B/14, R-1AW/15, R-2AW/15, R-3AW/16. R-1BW/15, R-213W/15, R-31W/16. 0 0 0 0 0 V lff fl 11 1ff fI 1/4"O-20X1" S.S. BOLTS W� i (USE FOR PANEL LENGTH i OVER 7'-8") I i __. I _ P LIFE SAFETY STORM _ _ EL 1/4"0-20z' S.S. BOLTS AT EA. OVE 0 LIFE I --- ]�� --- WING NUT AT _J EXTERIOR WING NUT AT LEFT PANEL RIGHT PANEL R-1A/13, R-2A/13, R-3A/14, R—IB/13, R-28/13, R-38/14, 1-010-R—IAW/15, R-2AW/15, R-3AW/16. R-1BW/15, R-28W/15, R-38W/16. ANCHORS (SEE SECTIONS de ALTERNATIVES ON SHEETS 13. 14, 15 &16) LIFE SAFETY STORM PANEL n ELEVATION (j) REGULAR 2.687" SCALE 1/4"=1" STORM PANEL (MIN. OVERLAP =1 WriOIE VALLEY) I LIFE SAPANEL 1�1df•�(ER A •TI(�/T 3" MAX. I" MIN. 61 I I 1 MAX. PANEL LENGTH 8'-8" 0 +40.0, —40.0 p.s.f. (W/ OVERLAP MID PANEL LENGTH BOLT) 7'-6" 0 +50.0, -54.0 p.s.f. (W/O OVERLAP MID PANEL LENGTH BOLT) USE 2'-8" MIN. PANEL LENGTH AT ALL MOUNTINGS 3" MAX. I 1 INSTALLATIONS ONLY VALID FOR WIND I 1" MIN. SPEED UP TO 170 m.p.h. 1/4" MAX. GAP REGULAR STORM PANEL r i Lwlm' FLORIDA BUILDING CODE (Non Minh V41n, IN M, ..1 a 7.. ) EXTERIOR SECTION A - A SCALE 1 /4"=1 " yyy y No. 44167 ' ; o2ou 1nrEco, uc' 24 GAGE GALVANIZED STEEL STORM PANEL T.R.L DRAWN IL E C O INc. GLOBAL PROTECTION PRODUCTS, LLC. 4000 S.W. 51 STREET DAME. E 33314 PHONE: (954)669-7545. FAX: (954)669-8797 15 °'DAATE: ��L-��///�--ram: •• / /� p Q. y� / _ •,o•` �(/ �� = OI' • �'/ T lT TESTING & ENGINEERING COMPANY EJi X.w, .T6m. A.. mw .toR wMrHu cwoENs, rt ,),/SEE Plnnc : (».f1 En -Isla . rd : (m) E»-rs,r .-man• Nfrceeealcwn £B-00067I9 WALTER A IHL/i Jc, P.E. 720A/OA (X. 44 i67 15-022 DRAWING Nei t 9 G/d1T6•� r,11 '� •• ° ouE ay. w otxnrmx an r ns rS-o6) v/r SHEET 12 OE 16 a 147* I'll /..- 1/4"0 TAP( ANCHOR 0 INSTALLATION DETAILS FOR LIFE SAFETY PANEL n INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTUR_S EXISTING POURED 1/4"0 TAPCON_ EXISTING POURED 1/4"0 TAPCON EXISTING POURED 1/4"0 TAPCON_ CONCRETE OR _ ANCHOR 0 9" O.C_ CONCRETE OR ANCHOR 0 9" O.C. I CONCRETE OR ANCHOR 0 9" O.C. CONCRETE BLOCK REQUIRED. CONCRETE BLOCK REQUIRED. CONCRETE BLOCK REQUIRED. f 1/2. ; {1/4" ' /%/ 1/2" 1- I1/4" 1/2 ! R PANEL O'ER 7'-67 "L" Max. PANEL LENGTH (SEE ELEVATION ON SHEET 12) 3/4 EXISTING POURED CONCRETE OR CONCRETE BLOCK REQUIRED 1/2- E. f.* I 1" Min. I ll I II 1" Min. I SEPARATION-- I p 1 IF --SEPARATION I EXIST TO GLASS. 1 t/4'1-a0xt' II I 1/4'0-26.1" I ING,II TO GLASS. BOLTS Wr EXISTING .s. —•----' /-� 1 -nIIIIE I, I BOLr�0 I GLASS AT EA 0GLASSAT A y (LSEaO.-6LENGna3"L" MAX. "L" R(IIuIIII MAX, II 6" PANEL LENGTH 16 I I PANEL LENGTH p1 I I (SEE ELEVATION (SEE SELEVA112) II I I I ON SHEET 12) II 1" Min. I ON II I I ir—SEPARATION I I II I II TO GLASS. I I [ 11 I I I MIN I I 6. 1 E-U* ✓i j I I E..o • jj I 1 E.D.'1 I 1.11/4"0 TAPCON T•L I I_t/4"0 TAPCON ANCHOR 0 9" O,C. ! ANCHOR 0 9' O.C. EXISTING POURED CONCRETE OR LEXISTING POURED CONCRETE OR CONCRETE BLOCK REQUIRED. CONCRETE BLOCK REQUIRED. SECTION R-1A SECTION R-1B - REGULAR PANELS 2 LIFE SAFETY PANEL WALL MOUNTINGS SCALE 3/8=1" SEE SHEETS 15 & 15 FOR ANCHORS TYPE & SPACING FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS, MINIMUM ANCHOR SPACINGS AND MINIMUM EDGE DISTANCE ARE INDICATED ON THIS SCHEDULE. FOR E.D. LESS THAN INDICATED ON SCHEDULE REDUCE ANCHOR SPACING BY IAUILHPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS, POR THIS OPERATION TO BE POSSIBLE, REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE ON THIS SCHEDULE. ANCHOR TYPE 1/4"e TAPCON MINIMUM. ANCHOR SPACING (in.) 7 *mlxlMUM LOGE DISTANCE(E.D.) Corxn4 (In) 3 ConcrWts Sack (la) 3 ACTUAL. EDGE MTM41% (EM) FACTOR 1 1/2• 2 1/2' 0.70 0.31 _ - 3" 0.90 - 3 f/2' %. MAX. PANEL LENGTH (SEE ELEVATION ON SHEET 12) EQ / 'I EQ • \ t a a-20.3/4' �� 1 4 0-200/4' EQ `�. HEX ��IW N.S. EQ HEX HLM M.S. BOLTS WAIJ / BOLTS W 1 0 12 1/2. O.C. ✓� 0 12 12 O.C. 1/4"0 TAPCON 1/4"0 TAPCON ANCHOR 0 9" O.C. ANCHOR 0 9" O.C. _EXISTING POURED CONCRETE OR EXISTING POURED CONCRETE OR CONCRETE BLOCK REQUIRED. CONCRETE BLOCK REQUIRED. SECTION R-2A SECTION R-211 ® REGULAR PANELS O LIFE SAFETY PANEL WALL MOUNTINGS SCALE 3/8=1" t11d� A. �� /�� L�C�/ FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone �\ S'.C•"•, �? P2015 RLICCa. u:C. 24 GAGE GALVANIZED STEEL STORM PANEL F.R.L. : DRAWN BY: '�• * ` ' 1.1 E G GLOBAL PROTECTION PRODUCTS, LLC. /12/15 °'DATE: DATE y� * 1 N C . 9800 S.W. 05 STREET ' S O22 C ,••.. :• Y TAT{. OF \ rALLIT TESTING & ENGINEERING COMPANY fT55 MW...6N. St. Re. Jag, NlIGM1 G440Fl1a. Fl. JJ166 (30) mr-rm DAVIE, FL. 33314 PHONE: (954)688-9343, FAX: (954)609-8797 �.r ; room : p0.41 ott 1.vo .For . . u1: twYJ.dnOX [�u[ �. 4�Wd1�Od wrt • mod: M1M[aam EB-0006719 DRAWING No: I tta rJ-ata ryr 3 - (� WELTER A 1ILUT Jr., P.E. SHEET 17 Or IB 1/4"0 TAP( ANCHOR EXISTING I CONCRETE CONCRETE REQUIRED, INSTALLATION DETAILS FOR LIFE SAFETY PANEL ( ) INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES EXISTING POURED 1/4"0 TAPCON EXISTING POURED CONCRETE OR ANCHOR 0 9" O.C. CONCRETE OR CONCRETE BLOCK CONCRETE BLOCK REQUIRED. REQUIRED. V 1/2" i I 1" Min. I AARATION i S GLASS. I I 1 I (USE FOR PA, Lacm OVBP "L" Max. PANEL LENGTH (SEE ELEVATION ON SHEET 12) i 7 1 L/2 12 1/l aC 1/4"0 PANEIMATE P US SECTION R-3A ® REGULAR PANELS ANCHOR 0 12 1/2" O.C. SEE SHEETS 15 & 16 FOR ANCHORS TYPE & SPACING FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS_ NIF°MUM ANCHOR SPACINGS AND MINIMUM EDGE DISTANCE ARE INDICATED ON THIS SCHEDULE. FOR E.D. LESS THAN INDICATED ON SCHEDULE REOUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. FOR THIS OPERATION TO BE POSSIBLE, REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE CN THIS SCHEDULE. I/4"0 1/4"0 ANCHOR TYPE TAPOON PANELMATE PLUS _ MINIMUM. ANCHOR SPACING ({n,) 3 3 4MNIIMUMEDGE CAa--t- on.) 3 3 a1EFANCE(E.D.) 3 1/2� Cote Blwk (M) 3 ACILYL EDGE [(STANCE (Ea) FACTOR 1 1/2 0.33 - 0.90 - 1.00 -- -"-- _ 2 1/2 y 1" Min. iEPARATIOF TO GLASS. • EXISTING i CONCRETE CONCRETE REQUIRED. 1/4"0 PANELMATE ANCHOR (BEYOND) WALL MOUNTINGS SCAIE 3/8-1" 1 AiS5. msER' Wv FA OV (BEYOND) 'L' MAX. PANEL LENGIH (SEE ELEVATION ON SHEET 1.!) SECTION R-3B ® LIFE SAFETY PANEL so.All bF FLORIDA BUILDING CODE (Non High Velocity F*urricane Zone 4 12015 7R7EC0, AC. 24 GAGE GALVANIZED STEEL STORM PANEL F.R,L• DRAWN BY: GLOBAL PROTECTION PRODUCTS, LI.C. 03DATE13 1L E C I� Iwc. i TfLUl TEST/NO * ENGINE FR/NG COMPANY VMti'.t°A GIROfNr R m'" 4800 S.W. 51 STREET DAME, FL. M314 15-022 \ R15.T NW. SMA I.., A•. Mw• ; [Jas) all-ruD . Fw : (.vas) en-rxrr PHONE: (934)689-7545, FAX: (954)639-e797 �,\ •_ ice^ DRAWING No: axw vlxemoE Mn caw olv40rnax vuE m r,r-cEr ryr r _- _ SNEEF 14 OF 16 \11 WAL7ER�A 7KUT 'r, P.E. INSTALLATION DETAILS FOR LIFE SAFETY PANEL WOOD HEADER,,. WOOD HEADER 11 1 REQUIRED '' i REQUIRED I 1 4"O TAPCO14 1 4"0 TAPCON ANCHOR ®9" O.C. � I ANCHOR ® 9" O.C. I I i 1r V 1/2" 1/4 'I / k it 1/2" 1/4" 1 MAX. '., I1 MAX. Min 1 ( I I � IT LLAI I BOLrS W� I _ (L EE Et aaatP GL STI G 11 ATFMMR S GLASLENGTH I 1 LENGTH wrx 7y'a"1 E. Max. PANEL LENGTH (SEE ELEVATION II ON SHEET 12) 11 I I I BOLTS w I FA. wERLAr I 8•• PANEL LENGTH (SEE ELEVATION ON SHEET 12) 1" Min, I EPARATION ">___ _T 1 i TO GLASS. I L/2 II 1" Min. II --SEPARATION I I I II --TO GLASS. I I I 1 1 D I I ace' /I aD121/ Ef Il.i EQ. I I 4) 4 1 4"0 TAPCON .-i 1 4"0 TAPCON _ ANCHOR ®9" O.C. ANCHOR ®9" O.C. STAGGERED W/ STUD I STAGGERED W/ STUD 2"x4' WOOD 1 2"x4" WOOD PLATE �_ PLATE REQUIRED - _ REQUIRED ALTERNATIVE R-1AW ALTERNATIVE R-113W 0 REGULAR PANELS ® LIFE SAFETY PANEL WALL MOUNTINGS SCALE 3/8=1" 1 INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN PRESSURE RATINGS (p.S•f) AND PANEL LENGTHS AS PER ELEVATION ON SHEET 12, 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. n 11 11 1" Min. IF--SEPARATI( II TO GLAS' HEADER V/I \ /� RED V'J X TAPCON R 0 9 O.C. 1/4.• f \ \1 I I Min, I i I Un I I I u I 14'0-20k1 S. DOLTS W IT T kEXISTING I I tF+A: FOR P1 EL GLASS II R "L" Max. IT I I PANEL LENGTH II �n (SEE ELEVATION I( ON SHEET 12)it DO HEADER )UIRED "0 TAPCON HOR ® 9" O.C. r-® 11/4' 3 II 1" Min. I ON- 11 - _ TOPARAGLASIS- I I L/2 n I t.S. B9Lis Wj `1 AT EA. OVFRLA. "L" MAX. 8" PANEL LENGTH (: ` iEE ELEVATION UN SHEET 12) ~S2.S. HEX H M.S. BOLTS W/ ® 12 i/2 O.C. EO. 1/2"` ' 1 40-20k3/4- 2"x4" WOOD Is. HEX B 0 M.S. BOLTS WA REQUIRED li 1I 0 12 1/2 D.C. 1 4"0 TAPCON 2'k4" WOOD I� I ANCHOR ® 9" O.C. R QTER� I 1 4"0 TAPCON ANCHOR 0 9" Q.C. ALTERNATIVE R-2AW ALTERNATIVE R-2BW @ REGULAR PANELS ® LIFE SAFETY PANEL WALL MOUNTINGS I7'i f)f frnrrrrrr�e' SCALE 3/8=1' FLORIDA BUILDING CODE (Hon High Velocity Hurricane Zane • V\ZS'�"•.• '2015 BLFECO. IND. 24 GAGE GALVANIZED STEEL STORM PANEL F.R.L. DRAM BY: �- ^^^��""" /l 1 OF :"� ,t L 7YLL/T iESPNG & ENGINEERING &rJJ N. w. JSUn Jf., Fe i0.1. v.M^:vH GIFO'_Mq ^..: (JU) eA-iJJJ. Fox: (JOJ) aR-rist E9-0006719 W�RR �. li,TILL f 44127E COMPANY n. JJte6 GLOBAL PROTECTION PRODUCTS, LLC. 48DA S.W. 51 STREET DAVIE. FL 33314 PHONE: (954)689-7545, FAX: (954)689-8797 12/15 a3DATE, DATE: 1 nJ-022 DRAWING No: wrz ev. ew oocnrror o.rz sd • a0 iJ-aev rYrs _ : _ _ _ _JMEET 15 OF 13 2'X4' PLATE REQUIf ALTERNATIVE R-3AW ® REGULAR PANELS INSTALLATION DETAILS FOR LIFE SAFETY PANEL INTO WOOD STRUCTURES ITH ION 12) WALL MOUNTINGS SCALE 3/8=1" 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RATINGS (p.s.t) AND PANEL LENGTHS AS PER ELEVATION ON SHEET 12. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. 2'X4' PLATE REQUIR A. ri1--`- i A OF AAX. _ENGTH EVATION ET 12) ALTERNATIVE R-38W O LIFE SAFETY PANEL FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 020/s Tn7Eco. INC. 24 GAGE GALVANIZED STEEL STORM PANEL F. oPAwN eY: * I L E C O INc. GLOBAL PROTECTION PRODUCTS, LLC. °'o�TTE,15 TICLIT TESTING & ENGINEERING COMPANY 4800 S.W. 51 STREET r 6STa N.w. JdlR a. aM.l. VWCaa6 6XrmENS a y166 DAME, Ft. 75314 1 5-022 (00a) a71-r.mya . F. : (ma) alr-ryr PHONE: (954)669-7545, FAX: (951)669-6797 14! EB ORAWING No: 1 £8-0006719 08719 "^' •' °�'"0^ uW W. w ecwrnox art WALTER A 77UJT Jr.. AE Q1O ra-an Lr r - - SHEET 16 OF 15 m #14x1" O (CH OF 7 N) • . • _ _ BOLTED PANELS W/ 1/40-20x1 S.S. BOLTS W/(@ O EA. OVERT. (SEE SECTIONS AS APPLICABLE) JJJ_LILJJ_LLJJIL LJJ_L� J1LLJ LIJLLLJJ-L.LJ 3" Max. L� � SEE NOTE 4—y 1' Min. SEE \/W' `7+ NOTE 3 \\:// `7✓ _ ANCHORS —(SEE SECTION EZ1 & ALTERNATIVE EZ1W ON SHEET 18) LJJ_LLJ 0 MAX. PANEL LENGTH 7 O +/— 40.0 P.S.T 4P 50R OF "L" MAX. LAST PANELQ TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE PROVIDED W/ REAR HANDLE TO FACILITATE INSTALLATION IF INTENDED TO BE INSTALLED FROM INSIDE OF STRUCTURE. NOTES (1). DEFINITION OF SERIES 2000: E—Z HANG STORM PANEL SYSTEM CONSISTING OF PANEL + Cont. TRACKS TOP & BOTTOM. (2). END PANELS SHALL ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR g SHALL BE PROVIDED AT TOP OF SUCH PANELS. (3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION SHALL CONSIST OF 1/4"0-2Ox3/4" M.S- W/ 7/8"0x3/32" WING NUT OR 1/4"Ox3/4" Min. THUMBSCREW INTO TAPPED BOTTOM TRACK. LOCATION OF FASTENERS MAY BE AT EITHER OF TWO EXTERIOR FLAT FLANGES OF END PANEL. (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK USING SPECS INDICATED ON NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. 3' Max. + 1" Min. I INSTALLATIONS ONLY VALID FOR WIND 3 SPEED UP TO 170 m.p.h. �EZ1/18, EZ1W/18 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL (1) SYSTEM (t) ' l __. 211 J SECTION A -A SCALE: 3/32"=I" ',t1`j1(( �:aiTlQ ' FLORIDA BUILDING CODE (Non High Velocity Hu 02015 71019CO, IWG. 24 GAGE GALVANIZED STEEL STORM PANEL LIE C O m c. (GLOBAL PROTECTION PRODUCTS, A LIT TESTING 3 ENWNEERING COMPANY 48DS.W. 51 4Ef 9, SN. }G4 MW)WN GARDENS, a MISS DAME. FL. }}314 FAm" , rygj 87t-' x . f- .- (J0.$) Inl-rv, PHONE: (934)WS-7545, FAX: (954)699-5797 F.R.L DRAWN BY: 03/12/15 DAIS: 15-022 DRAWING No: EET 17 OF 19 INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL 1 INTO POURED CONCRETE, CONCRETE BLOCK AND WOOD STRUCTURES EXISTING POURED CONCRETE OR CONCRETE BLOCK ;:] REQUIRED. _ 1/4"0 TAPCON ANCHOR ® 12" O.C. ,Ek 1Q y II I II 1" Min: 1/4"0-20x1" S.S. BOLTS 4 AT EA U%VIU Min. 1/4"0 TAPCON rim �'; ANCHOR 0 12" O.C. // E iSTING POURED 1, CONCRETE OR CONCRETE BLOCK WALL MOUNTING SECTION EZL SCALE 3/3=1" NOTES, 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RATING +/— 40.0 p.s.f. AND 6'-0" MAX PANEL LENGTH, 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC DENSITY OK 0.55 OR EQUAL. *MIN. PANEL LENGTH SHALL BE 2'-6" 4x1" HEX HEAD TEK REW ®3 4" FROM GE OF i 3/ 16-0 ALUMINUM POP MET MAX. —�l PANEL LENGTH OFV"L" WALL MOUNTING ALTERNATIVE EZJW SCALE 3/8=1" TH * FLORIDA BUILDING CODE (Non High Velocity h �2015 nLTero. INC. 24 GAGE GALVANIZED STEEL STORM PANEL IL ECOINC. L PROTECTION PRODUCTS, 4800 S.W. 51 STREET DAVIE, 1L 33314 PHONE: (954)689-7545, FM: (954)689-8797 F.R.L DRAWN BY: 03/12/15 DAZE: 15-022 DRAWING No: EET 19 OF 18