Loading...
HomeMy WebLinkAboutengineering-001GENERAL_NOTES MUD FOR REO a ARI IFF SAFETY & E-Z HANG STORM PANEL): I.. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE'2014 (sl:n. EDITION) OF THE FLORIDA BUILDING CODE. THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (MIAMI-DADE / BROWARD COUNTIES).. DESIGN WIND LOADS SHALL BE DETERMINCD AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE. FOR A BASIC WIND SPEED ASREQUIRED BY THE JURISDICTION WHERE STORM PANEL WILL BE INSTALLED, AND FOR A DIRECTIONALITY FACTOR KD=0.85, USING ASCE 7-10 AND SHALL NO EXCEED THE. MAXIMUM (A.S,D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3, 9 THRU 12 & 17, 18. IN ORDER TO VERIRY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.O. DESIGN PRESSURE RATING BY MULTIPLYING THEM BY 0;6 NJ ORDER TO COMPARE THESE W/ MAX. (A.S.D.) I TO EXISTING WOOD (MIN. SPECIFIC GRAVITY, G:= 0.5- MIN. - 1/4"0 TAPCON ANCHORS, AS MANUFACTURED BY I T.W. BUILDEX, INC. - #14-10 PANELMATE FEMALE ID AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. - 1/4"0 LAG SCREWS PER N.D.S. - 7/16"0 X 5/8 WOOD BUSHING, AS. DISTRIBUTED 13Y ALL POINT SCREW; BOLT & SPECIALTY CO. CA) MINIMUM THREADED PENETRATION INTO WOOD Of TAPCON ANCHORS SHALL BE 1 1/2" AND 2" FOR ELCO PANELMATE PLUS. AND PANELMALE FEMALE ID.. C.2).MINIMUM THREADED PENETRATION OF LAG SCREW, INTO THE WOOD FRAME UNIT SHALL BE I_1/2". NO THREADED STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS. FASTENER$ SPACING TO WOOD HAS BEEN DETERMINED IN C.3) MINIMUM EDGE DISTANCE OF. LAG SCREWS INTO WODU SHALL BL AS INUI(;AILU IN IHIS Utt wlmu ACCORDANOE WITH N.D.S. 2012. STORM. PANEL'S ADEDUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF C.4) MINIMUM PENETRATION OF WOOD BUSHING SHALT. BE 5/8". 1/4" 0-20 SCREWS USED SHALL BE. 1 1/2." LONG MINIMUM -. - THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS #0814.01-01 AND #0219.02-09, AS SHOULD STUCCO EXIST, AND 1" MINIMUM. FOR HALLS WITH NO STUCCO. PER SSTD 12-99 & ASTM E 330-02 STANDARDS, AND AMERICAN TESTING LAB SOUTH FLORIDA REPORT #1123.01-.10 AS PER C.5 IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING ) TASAND TAS PROTOCOLS, AND AS PER .CALCULATIONS PERFORMED. IN ACCORDANCE W/ SECTION 1604'OF THE WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. FLORRIDAIDA BUILDING COD - CODE. ANCHORAGE SHALL BE AS MENTIONED IN CA). C.2) & C.4) 2. ALL'ALUMIN06A EXTRUSIONS TO BE 601 .ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED). SEE SHEET 2 (D) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 3. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-1­114 ALLOY. B. PANELS MAY ALSO BE INSTALLED.. HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION. I THROUGH 6 (SHEETS 4 4, ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL, ASTM A-653 GRADE 80 MINIMUM, G-60 GALVANIZED THROUGH 5) EXCEPT THAT HEADERS© &® SHALL N07. BE USED. STEEL DESIGNATION W/FY= 92.2 ksi (AFTER ROLLED). 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 10 VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTEF: SHALL ONLY BE. ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME 5. ALL SCREWS TO BE STAINLESS STEEL 304 00 316 AISI SERIES OR CORROSION RESISTANT. COATED CARBON STEEL AS PER DIN BUILDINGS. 50018 W/ 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. 10. EACH REGULAR STORM PANEL WITH LENGTHS OVER 90". AS PER (SECTIONS 1, 2, 4, S. 6 AND ALTERNATIVES 1W; 3W & 4W ON SHEETS 4, 5, 6 & 7 RESPECTIVELY; SHALL HAVE.A LECIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR TENANT TO 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AISI 304 SERIES STAINLESS STEEL, WITH 36ksi MINIMUM YIELD STRENGTH. SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING. 7. ANCHORS TO WALL SHALL BE AS FOLLOWS: 11. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. (A) IQ EXI TING POURED CONCRETE:. - 1/4"0 TAPGON ANCHORS AS MANUFACTURED BY I.T.W. BUILDER, INC. (Min. f'C=3192 p-S 1.) 12. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS - 1/4" 0 X 7/8" CALK -IN ANCHORS, AS MANUFACTURED BY POWERS FASTENERS INC. PROVIDED BY; THE JURISDICTION WHERE PERMIT IS APPLIED TO. _ - 1in. X 300 SOLID -SET ANCHORS AS DISTRIBUTED BY ALL POINT SCREW, BOLT &SPECIALTY CO. 13. (a) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION (Min. PAN FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SfTE CONDITIONS DEVIATE FROM THE P.E.D. - #14-.10 PANELMATE FEMALE ID& PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. 0 L ATE - 1/4'fl ZAMAC NAILIN. ANCHORS, AS MANUFACTURED: BY POWERS FASTENERS, INC. (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. A.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED .CONCRETE SHALL BE 1 3/4"; 2' FOR ELCO PANELMATE AND CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. 1 3/4" .FOR ZAMAC NAILIN ANCHORS. (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. A:2) CALK=1N &SOLID -SET ANCHORS SHALL BE EMBEDDED 7/8" INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0-20 SCREWS USED SHALL BE 1 1/2" LONGMINIMUM SHOULD STUCCO EXIST, (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE AND 1" MINIMUM FOR. WALLS WITH NO STUCCO, AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD, ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT :AND WHO WILL BE RESPONSIBLE FOR THE BUT WITH WING NUTS. PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER. SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. (e) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL ::TEAL AND SIGNATURE OF THE PROFESSIONAL ANCHORAGE SHALL BE AS MENTIONED IN A.1) AND IN A.2). ENGINEER OF RECORD THAT PREPARED IT. (8) i0 FZl5TINO CONCRETE BLOCK WALL A Th1 C-90: 14. SHUTTER MANUFACTURER'S LIBEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM - 1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY I. T. W. BUILDEX, INC. PANEL SHUTTER IN. ACCORDANCE WITH SECTION 1710.B."' OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1710.0.3 OF THE 4" 0 X 7 8" CALK -IN ANCHORS, A5 MANUFACTURED BY POWERS FASTENERS INC. - 1/4" / FLORIDA BUILDING CODE. - 1/4"0 X 3/4" SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW; BOLT & SPECIALTY CO. PANELMATEFEMALEUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. EANCHORS. - 1/4"10 ZAMAC AS MANUFACTURED BY POWERS FASTENERS, INC. 1°./p°///��/�>e,,o '° °' A. T/(z/ B.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS, ELCO PANELMATES AND ZAMAC NI ANCHOR, INTO THE CONCRETE i�P~�. •lJ FLORIDA BU Non ig a oc icons Zone) BLOCK uNli SHALL BE 1 1/4". era Z .' a 02015 RL7SCO, INC. p4 GAGE GALVANIZED STEEL STORM PANEL F.R.L. 3.2) CALK -IN & SOLID -SET ANCHORS SHALL BE EMBEDDED 7/8" INTO THE CONCRETE BLOCK UNIT. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0-20 SCREWS USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, DRAViN BY, s -• `) .ter 03/12/15 a ' -- GL C'PR 8 0 -DUCTS>t AND 1" MINIMUM FOR WALLS WITH NO STUCCO. o ( a '«✓ INC. DATE: �. - 4000 S.W. 51 STREET' "� • ArE�F Ci; y T/LLIT TESTING & ENGINEZRING COMPANY OAME, FL. 33314 •'. 6.3 IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND ON THE E15i,V.W. .ifilh. S(. Ste J NRfANIA fA4o 11 fx JJt66 15-D22 a F A Aw + (Jost St.. ma l T.: (Jost mr-tSlr PHONE: (954)689-7545. TAX: (95s)669-0797 ®Q ,•"•'• C0 1�)P••• `+ " m": Ntecceamrom EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. w .• EB-000671'7 ; W ocscxswx oert1 M. w pf C IpN e.% DRAWING No: ANCHORAGE SHALL BE AS MENTIONED M 0.1) AND IN B.2). r atn ID-os) pt/t e rQu,/�I rWTPRr �fI1 WALTER A. nLL/T ✓.., P.E. - - SHEET 1 OF I6 "{{•• v LL ( FLORIDA Lic 44167 s - - I- - COMPONENTS FOR REGULAR LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2=1") 15.125" (TOTAL WIDTH) 2.187" 12.500" (EFFECTIVE WIDTH) II 250' .193" 1/4"0-UDz3/4" r- D RIVETED -6 1/4- (TYP.) .374' .750 TO ANGLE 0 6 1/4" F"1 .125 OR 0 12 1/2" O.C. 1.350 1.3 0" 1.2i 0' .IGO" .188' .086' (� .500" 1.350" .310 I (MAY BE REVERSED) � _•_ ( - -\ __- -250"" �.. - -_ - - - _ f0 �3.375" - - :088" SL4° _ _ _ „ 1_ -_- 6 HEMMED-O.G24" MIN... THICK j,671 \ 1.500'r GALVANIZEOSTEEL EDGE ASTM A653 TYP. ( .250,. s�, 1.015" OEMIL 1 I 2.000" 084" '084 RG Tr SEE GRADE 80 MINIMUM HEMMED _ G-60 GALV. EDGE 2.125" I,r. I .125" DETAIL A a8' .084" 1.500' (!)STORM PANEL f - - -- - -- -- - --- J 37s" -Zna.) (nP.) L-1.350" 1.350"--� DETAIL A. 2.000'- PANELS SHALL BE INSTALLED ALWAYS 2.387" FROM LEFT TO RIGHT W/ 1/2" LEG AT END AT LEFT SIDE OF PANEL 20 "H" HEADER O "F" TRACK ® ANGLE WITH STUD TYP TOP EDGE F PANEL 0.024" (Min.) PANEL'S ENO UP \ GALVANIZED STEEL V7/ NE7AME0 EDDGE.or. .375" 0.270 r �.. ~ t0.05" PANEL = R=0.032" ` �. � � 1uz. .133"1 0.270' / 200" �.625" 0.375"0 0.250"0. 250' 1.4,07" 0.625' 2.591'• HEMMED 1 LT 00.2700' 2.250" .200' PANEL 1 5 OR 5 ISOMETRIC VIEW DETAIL A 133' m.z7o' .250" ROUNDED CORNER 0 ENDS OF PANEL'S I = Min.7.085" I 8 END LIP W/ HEMMED EDGE. 0.625' .125" 2.378"� (N.T.S) .375" TYR BOTTOM DFiTE1IIi 1 2.500" - � EDGE OF PANEL 3.7s091" .067" 7so° lYl KEY HOLE WASHER 7so" .072" , (TMPd � 3105-H154 ALUM. ALLOY © KEY HOLE AT PANEL -j � 2.124" .7 .813". H 091" -1 O9 SLEEVE 2 1/8" A25" 1.2I0' .375.. (nP.) R. .123' MAX. LENGTH 2so" 2.000" 2.000" .193" 3.750" 2.548" 125'• 2:000" R. D.oeY t=.118' (nP.) 1.OS0'm ' O7 REV. "H" HEADER ® "U" HEADER ( . 7so' dive) 1" MIN. TO S' MOH- 9� SLEEVE 1 " MAX. Lz.000" LENGTH 10 ANGLE ii "J" TRACK i© PANEL HANGER .374" 3.000" .384'• 6061-76 ALLOY (1 1 /4" WIDE) (USE ONLY FOR E-Z HANG STORM PANEL ss' - j .470 275 D6z.. 11t �� C`)cT MIN. 111 % X. T�( SYSTEM) 6063-T6 ALUM. ALLOY 1.671" d FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 2.000" + 1) P 1.125" .860" ,250 • t �' ( 9 Y 1.000 123" N `'s MIN. ® 15 MIN. ® - i 088 tot �� �' `�� 02015 nuECD,Ixc. 24 GAGE GALVANIZED STEEL STORM PANEL DRAWN SEE SECTIONS _ .250" " MIN. `'*'---``�L IL ECOtNc. GLOBAL PROTECTION PRODUCTS,. LLC. 03DATElg .204" ,p'✓ ? 4a00 S.W. s1 STREET TP OF %� 7/LLIT TfST/NG &ENGINEER/NG COMPANY • iF e)55 N.W. J4fh St.V Jos N NN WMPo A. ]]I44 DAME, FL. 33314 5-022 13 BUILD -OUT "IF 14 BUILD -OUT "F" TRACK 15 & 5A WASHERED WINGNUT QE�!- Fhens: T]05J 9)1-15]0 Fw:TJaSJ D)I-153) PHONE: (954)689-7545. FAX: (954)689-8797 _. _ e87f-I Nf . F. ; (J D.4AWING No: £8-0006779 m. "° ascemax wre rzv. xe ocumOx Ohre TRACK ANGLE (ZAMAC 3 ALLOY) �� 57C1Q71/ 141 WAGTER A. TILL? Je, P.E. SHEET 2 OF 1B AX- 11 FLOR/DA Lic. 44107 r - - - - MAXIMUM A.S.D. DESIGN PRESSURE RATING .s.f.) AND CORRESPONDING 1/4, 3/4, 4/5, 5/5 & 6/5 MAXIMUM SINGLE PANEL n LENGTH "L" SCHEDULE ONLY FOR REGULAR STORM 2/4 1 W/6, 2W/6, 3W/7 & 4W/7 PANELS INSTALLATION INTO POURED CONCRETE. CONCRETE BLOCK & WOOD ('I•) 3" MAX ANCHORS (SEE SCHEDULE ON SHEETS 9, 10 &11)I 3" MAX_ r 1" MIN MIN. " SINGLE PANELSCDuNRE5TRAINED . SINGLE PANELS CI) RESTRAINED AT EACH a o 0 AT TOP OR 'BOTTOM, END WITH TRACKS * I! . ri. Q & AR .®, I- i i-�-r r�-7 r-r-r- T-I--� r r ram--r-ram- r-r-r r� WITH TRACKS n OR(8) DIRECT MOUNTED AT EACH END* T ^ ^ r - r MAXIMUM PANEL LENGTH "L+" OR %-" (ft.) a _ MAXIMUM ASD. DESIGN PRESSURE RATING _(p.s.f.) (+ or -) -CONCRETE--&-WOOD-- y .INSTALLATIONS. L :. L+ : L- 20.0 12'-0" 12'-0" 25.0 12,-0" 11 •-8" JO.0 11'-8" 10,-9, 35.0 '10'-10" f0'-0' 40.0 10'-1' 9'-4" 45.0 9'-6" 8'-9" 55.0 8'-7" 8'-0" 60.0 8'-3" 7'-7" 70.0 7'-8" 7'-0' 75.0 7'-5":: 6'-10" 80.0 7'-2" 6'-7" 85.0 7'-0" 6'-5" 90.0 6'-9" 6'-2' 95.0 6'-9" 6'-0' 100.0 6'-5' 5'-11 " 105.0 6'-3" 5'-9" 110.0 - 5'-7' 115.0 - 5'-6" 119.6 5'-5" MAXIMUM PANEL LENGTH "L+" OR %-" (ft.) D MAXIMUM A.S.D. - CONCRETE -&-WOOD DESIGN PRESSURE RATING (P.s.f.) (+ or -) INSTALLATIONS 'I' L+ L- 20.0 14'-4": 13'-0" 25.0 12'-10": 71' 7' JO.O 11'-8" 10'-7' 35.0 10'-10" 9'-9' 40.0 9'-6" 9'-2" 45.0 9'-1" 8•-7" 50.0 8'-7' : 8'-2" 55.0 8'-3' 7'-9" 60.0 8'-0" 7'-5" 65.0 _ 7'-8' 7'-2" 70.0 7'-5' 6'- I1 " 75.0 7'-2'. 6'-8": 80.0 7'-O" 6'-5" 85.0 7-0" 6'-3" 90.0 6'-9" 6'-1" 95.0 6'-7": 5'-10• 1000 6'-J- 5'-7' 1050 6'-J" 5'-4" 1100 -. 5"-1- 115.0 4'-10' 119.6 4'-8" :. MAXIMUM PANEL LENGTH On) MINIMUM "SEPARATION TO GLASS SCHEDULE WIND SPEED 9 170 m.p.h WIND SPEED > 170 m.p.h UNRESTRAINED RESTRAINED UNRESTRAINED RESTRAINED 30 OR LESS 1' V. 6" 6 1/4" >33 TO 90 1" 7" 7 1/2" 7 1/2" >90 :TO 145 1" 1" 7 1/2" 7'1/2'. >145 TO 168.3 1".. MINIMUM PANEL LENGTH (in) FOR A GIVEN MOUNTING CONDITION U'UDrqJ4 n UNBOLTED PANELS \ N BOLTED PANELS W/ 1/40-20x1" S.S. M.S. BOLT W/ ® @ EA. OVERLAP (SEE.. SECTIONS AS APPLICABLE) / : (SEE SECTIONS AS. APPLICABLE) w w a a D.M., 3O.®; - - - - ---- - - - - - -- - ---- 3 O r �• ! O O o O 9 :. : 3" MAX 3" MAX i" MIN. 1/4, 3/4, 4/5, 5/5 & 6/5 i MIN. z/4 1 W/6, 2W/6, 3W/7 & 4W/7 -ANCHORS (SEE SCHEDULE ON SHEETS 9. 10 REGULAR STORM PANEL n ELEVATION 2.687" N.T.S. 1/4 "Max. GAP y� (MIN. OVERLAP =I WHOLE VALLEY) "U" 1.5"X1.5" BUILD -OUT "F' TRACK BUILD -OUT "F" TOP DIRECT '•h" STUD STUD "F" ANGLE TRACK MOUNT HEADER HEADER TRACK W SIDE W/SIDE BOTTOM CLOSURES CLOSURES - DIRECT MOUNT 46 32' 32" 35. 55": 50" 50'I 4 1.5"X1.5" STUD ANGLE 35" 32" 32" 32' 42" 38" 38" O "F" TRACK 55" 32"' 32" 42• 67" 60" 60" BUILD -OUT I'" TRACK ANGLE 50" 32" 32" 38" 60" 56" 56, W SIDE CLOSURES 1 BUILD -OUT "F" TRACK 50" 32" 32" 38" 60" 1 56" 5W W SIDE CLOSURES MAX. GAP : SECTION A -A v WIN N.T.S. NOTES:.. 0(1) L+:MAXIMUM ALLOWABLE PANEL LENGTH FOR A GIVEN POSITIVE A.S.O. DESIGN LOAD. L-: MAX. ALLOWABLE PANEL LENGTH FOR A GIVEN NEGATIVE A.S.D. DESIGN LOAD. (2) PROCEDURE TO DETERMINE MAXIMUM PANEL. LENGTH: GIVEN A POSITIVE A.S.D. DESIGN LOAD, DETERMINE. MAXIMUM PANEL LENGTH "L+" FROM SCHEDULE. GIVEN A NEGATIVE A.S.D. DESIGN LOAD, DETERMINE MAXIMUM PANEL LENGTH "L-" FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE PANEL LENGTH IS EQUAL TO THE MINIMUM DETERMINED PANEL LENGTH BETWEEN "L+" AND "L-' (3) SEE: SCHEDULE BELOW FOR MIN. PANEL LENGTH FOR POROSITY QUALIFICATION. t INSTALLATIONS INTO WOOD ARE. LIMITED TO ± 95 p.s.f. MAX. A.S.D. DESIGN PRESSURE RATING 11 FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS FOR SECT1901 5 H AO$R IS USED. t11 t T = FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) ®2015 m1Ec0, INC. 24 GAGE GALVANIZED STEEL STORM PANEL F.R.L. By. DRAWN _ 9 IL ECOtNt. GLOBAL PROTECTION PRODUCTS, LLC. °3 DATE 18 TESTING S ENGINEERING COMPANY 48DA S.W. 51 STREET ��x 'o . • OF %v iZ4 v TILLIT 6,i55 rcx; ism- se, sea .iw", t4xcnvt. 6NlOEN4 R. 37165 rMnr: (]Wl 97/ eS1o. : (Jo3J 6n-]91 MVIE, FL FAX: ( PHONE: (954)889-7545, FAX: (954)689-8797 1 5-022 :.may'.,• • // • v-moz hihcoOOW.can EB-OOOB719 WALTER A. 17LLIF Jr., P.E. DRAWING No;.. /n. w oaarna, wa vv. w ocscunicn wa me An_ .:..••'�/� 00 e - GYO eJ-Wl - eYe ° SHEET 3 OF 18 - INTO POURED EXISTING. POURED CONCRETE. INSTALLATION DETAILS CONCRETE OR CONCRETE FOR REGULAR PANEL BLOCK STRUCTURES EXISTING POURED CONCRETE �1 FOR CONCRETE BLOCK OR CONCRETE BLOCK REQUIRED. ... / REQUIRED. CONCRETE ANCHORS CONCRETE ANCHORS ` - (SEE SCHEDULE ON�—'., j (SEE SCHEDULE ON EXISTING POURED . SHEETS 9 THROUGH 10) �� ,.--0 1 �� 1/7 AX. SHEETS 9 THROUGH 10) 1/24 jMAX. CONCRETE OR CONCRETE BLOCK REQUIRED. -. CONCRETE ANCHORS 3 t/4'o W o a EX HEADBOLTS _ (SEE SCHEDULE ONSHEETS E0.. I 9 THROUGHE.D. I I EQ EQ j t i I I 4/'. ss: Bolas w 1 E.D. j Min: .S.' BOLTS n iw� �I MIm.. - 1 SEPARATION AT M OVERLAPII SEPARATION T T EA aaTRIAP . I Lug FOR 7' II TO GLASS i LEND PANEL TOGLASS. '. I I LENGTH OVER e 7•-6).. SEE SCHEDULE I I tFncPANELaOAR Y-90 I EXISTING (SEE SCHEDULE "L" Max. ( GLASS 1 ON SHEET 3) 1 PANEL LENGTH II ON SHEET 3) I I I SEE SCHEDULE II I 1 I "L" Max. IMin. SEPARATION I I " Max - ( EL LENGTO GSS.TH j I 1 ON SHEET. 3) II I I I PANEL LENGTH -1 (SEE SCHEDULE I I (SEESCHEDULE CONCRETE ANCHORS_ I a U----- (SEE SCHEDULE. 1 ON SH ET 3)I I ON SHEET 3) (SEE SCHEDULE ON II I ON SHEET 3) SHEETS.9 THROUGH. 1 I J11 50%. EXISTING_i1 EXISTING I I I OF "L" GLASS II I I GLASS--'1 MAX. I I 50% I I 1 --^7) SS HEX HEAD BOLTS I I MAX. I I W t5 0 6 1/4 D.C. E.D, / E.D... / i I / 5 I j � 5 EXISTING POURED j I I 1—a I I ® 12 1/2" O.C: I (AS APPLICABLE) CONCRETE OR 1 i 4.I' HEX WASHER HEAD CONCRETE BLOCK / I I CONCRETE ANCHORS BUILVE% TEK SCREW OR REQUIRED. I I (SEE SCHEDULE ON 10 Q /4'-20xl" S.S. M.S. W/ NET SHEETS 9 THROUGH 10) 1 1' Min. --10 12 1/2" D.C... / / W/ © ONLY WHEN SOLID t - ALTERNATE SET & CALK -IN ANCHORS / LEG LOCATION 4 ARE USED & W/ (fD WHEN EXISTING POURED CONCRETE CONCPANELMATES ANCHORS OR REQUIRED. TE BLOCK ALTERNATE CONCRETE. EXISTING POURED CONCRETE CONCRETE ANCHORS ARE USED. REQUIRED. ANCHORS OR CONCRETE BLOCK REQUIRED. STAGGERED W/ STUD (SEE SCHEDULE ON (SEE SCHEDULE ON SHEETS 9 THROUGH 10) SHEETS 9 THROUGH. 10) BUILD -OUT MOUNTING WALL MOUNTING WALL MOUNTING DIRECT MOUNT SECTION t SECTION 2 SECTION 3 SCALE 3/8=1" SCALE 3/8=1" SCALE 3/8=1 .... f �w FLORIDA BUILDING CODE (Non High'Velociiy Hurricane Zone) 02015 m.R.L. RM PANEL rEco, INC.INc. 24 GAGE GALVANIZED STEEL STORM DRAWN BY. E.D. = EDGE DISTANCE (SEE SCHEDULE ON SHEETS 9 & 10) 15 03 3 GLOBAL PROTECTION PRODUCTS, LLC. 1 L E C O i w a. TILLIT TESTING & ENGINEERING COMPANY n.. Juke 4800 N.W. 51 STREET CAME. FL. OATE 1 5-022 X OF NNN d11 BJ55 N.W. Jem St. $h. JOS, v.xmm eu A inone : (J0.51 8n-rsJO . £.: (J05) 87r-rut FAX: ( PHONE: (954)689-7545, FAX: (95Qfi09-8797 DRAWING No: ay. w xxeNmox yrt.. mv. xe 0acumax wrt s 4 a-moi. nxeco0axa.com EB-0006719 aP.f IV,*OA yL4 r an rJ-0s7 - SHEET 4 OF 18 WALTER A. nCL/T Jc, P.E. __11 �� __ (SEE SCH SHEETS 9 SEPARATION TO GLASS. SEE SCHEDULE ALTERNATE CONCRETE ANCHORS LOCATION �(SEE SCHEDULE ON EXISTING POURED CONCRETE. EXISTING POURED CONCRETE I .SHEETS 9 THROUGH 10) OR CONCRETE BLOCK OR CONCRETE BLOCK / REQUIRED. / REQUIRED. _///'"i l�///—96TERNATE LEG _ LOCATION CONCRETE ANCHORS --(SEE SCHEDULE ON _— SHEETS 9 THROUGH 1 Z I^ Mn ((��-- f/a I HEX WASHER HEAD 1/4" 0 Ep p 1 BUILOEX TEK SCREW OR i 1/2" 1 4" MAX. CONCRETE ANCHORS I Va 200S.S. M.S. W/ NUT. MAX. (SEE SCHEDULE ON o Iz 1/2' O.C. -s / 1/2 SHEETS 9 THROUGH 10. E.D. I. I i/a'a-20^ E.D. I1� xt S.S EX HEAD BOLTS I j ! w®B I/a' oc. / �j/� PANEL LENGTH' 3) E.D. / I / / I I (SEE SCHEDULE SEPAMin. ON SHEET 3 RATION I I I FOR SPA ER 09 S.S. BOLTS W/o % I I I I. I & SCHEDULE AT Ei OVERLAP I I 'TO GLASS. ON SHEETS (USE FOR PANEL (SEE SCHEDULE I I 1/4'6-20x1` 9. & 10 FOR LENam OVER Y-6') 11 �n. A SCHEDULE TO GLASS. I I/a'6-LTS I I S.S. BOLTS w f L' Max. --i (SEE SCHEDULE ON I I I B.S.k BOLTS �� I ON SHEET. 3) I I AT Ea 04RAP� SPACER ®) PANEL LENGTH SHEEP 3 (ISE FOR PANEL °L"..Mpx. {1SE FOR Pula. LB'KIH alm Y-6') PANEL LENGTH ( I IFNGIH OJEA Y�0 (SEE SCHEDULE I ON SHEET 3) 11 I (SEE SCHEDULE EXISTIy`_IEXISTIN I I GLASS g ON SHEET 3) GLASSI I R ON SHEET 3) - I OF L" I ' F0 L" I I II 4 I I MAX. 1 I MAX. // I I I O o� I IIII III 1I5 E.D. SPACER I II 507 12 E.D. LENGTH IOF "L MAX. itS. HEX HEAD BOLTS O.C. ." Ij --- W IS ®8 1/4' O.C. / t... y ���. CONCRETE ANCHORS CONCRETE ANCHORS' I I I EXISTING POURED y��;` (SEE SCHEDULE ON / 4 (SEE SCHEDULE ON CONCRETE " �~`� � \ ��� \� EDGE OF WALL OR SLAB SHEETS 9 THROUGH 10) SHEETS 9 THROUGH 10) / 9 2 1/8" LONG MAX. ALUMINUM REQU (ALT. CONDITION) XXI, SPACERS 0 6 1/4" O.C. VALID FOR 3/4" / EXISTING POURED CONCRETE ALL DESIGN LOADS AND PANEL ;\ \ OR CONCRETE BLOCK EXISTING POURED CONCRETE LENGTHS PER SHEET 3. CONCRETE ANCHORS \\�� // REQUIRED. (SEE SCHEDULE ON OR CONCRETE BLOCK REQUIRED. A 1" MAX. D.C. (SEE TAALUMINUM SPACERS iy E.D.— / 12 SHEETS O.C. j .) TABLE 1 ON SHEETS 9 THROUGH 10) � SHEETS. 9- & 10.) CEILING AMU FLOOR MOUNTING BUILD -OUT MOUNTING WALL MOUNTING /DIRECT MOUNT W/SPACERS n OR SECTION- 4 SECTION 5 SECTION 6 SCALE 3/8=1" SCALE 3/8=1" SCALE 3/8=1" t 0) E.D. = EDGE DISTANCE (SEE SCHEDULE ON SHEETS 9 & 10) F'`l J`Q — FLORIDA BUILDING CODE (Non High' Velocity Hurrlcone Zone) \ : ••. s20r5 nucca INC. _ F.R.L. GAGE GALVANIZED STEEL STORM PANEL DRAWN By, NOTE FOR COMBINATION OF SECTIONS: 0' 44167 03/12/15 - GLOBAL PROTECTION PRODUCTS LLC. DATE TOP & BOTTOM MOUNTINGS CAN BE COMBINED 1N ANY WAY TO SUIT ANY INSTALLATION. �•O X �f. i �. / (k�( {+ /. •• V \ (01j�QP •' tl INa a600 S.W.sf sTREEr . 00 S.. JS314 PHONE (954)689-75a5, FAX: (954)889-8797 A . 1 S—D22 DRAWING No: t/LGr TESTING B ENGINEERING COMPANY eJ.RS N.W. J6th St., Ste. JOS tM1P M G DM A. M156 Ph.n, : (30) e)1-tva . F : (JO) en-tur ES-0006719 WAVER. A. FLORDA LR✓4I67 aAc N' � � wrt mv. ro 6s6aernax 6xn Li a/I�s�>• (I so'o 7 tyts s SHEET 5OF 1B INSTALLATION DETAILS FOR REGULAR PANEL n INTO WOOD STRUCTURES Min. SEPARATION I I I �W000 ANCHORS TO GLASS. TO SCHEDULE 1 t/a'o—sazt" `aEE SCHEDULE ON O 1/4'a-2az1' ON SHEET 3)_ TS.BOLiS w 1 w SHEET 11) 3 5.5 HEX HEAD BOLTS. I I 0 6 1/4" O.C. I ,jl.— (USE FOR PMEL "C' Max. -==WOOD HEADER - — -- ---- —'� WOOD ANCHORS I EXISTING[LS PANEL LENGTH. REQUIRED.. 1 GLASS I... ( (SEE SCHEDULE-- - T/4" (SEE. SCHEDULE ON ' ON SHEET 11 FOR SHEET 11) I OI I I 150% SPACER L MAXI QI I u SPACER I I I OF L" F- 1 I _ LENGTH. I I 'MAX. !1 _ WOOD HEADER 1 I EO \ I I I L' r./ 2,. REQUIRED /2n -- Mln.. - 1" MAX. LONG ALUMINUM SPACERS I I 1 I 1 1 I 12 1/2" O.C. (SEE TABLE {fit ON Min. - I I '.I I SHEET 11.) 1 SEPARATION I L" MAX. 1 I I "L" MAX. TO GLASS. ( PANEL LENGTH. E LENGTH PANEL LE 1 (SEE SCHEDULE 1 I SEE SCHEDULE 1 (SEE SCHEDULE I I I I ( PANEL MATE FEMALE 10 OR PANEL_ MATE N ON SHEET 3) I- i ON SHEET 3) ON SHEET 3) PLUS (SEE SCHEDULE ON SHEET 11) ATSEA OVEOLTS W 1 Min. (USE FOR PANEL 1 SEPARATION I I I ExIS7INo p I' I LD611H OVOR EXISTING __ I TO GLASS. I I 2"x4" WOOD GLASS i—� GLASS ; (SEESCHEDULE I . PLATE REQUIRED oN SHEET 3) I I DIRECT MOUNT W/ SPACER �A 'I` i I ALTERNATIVE 2W' I I I 1 I I cJ SCALE 3/8=1" G I i I \� SEE TABLE #1 ON SHEET 11 FOR MAX. PANEL LENGTHS & I I 5C% I 0 12 1/2" O.C. q I 1 I OF "L" EO \ /I MAX. A.S.D DESIGN LOADS FOR THIS INSTALLATION. I 1 5 MAX. \\ _._.. - I Q 12 1 /2" O.C. EO 2"x4" WOOD I l I \v RED PLATE REQUI'WOOD ANCHORS STAGGERED W/ STUD SHEET 11)DULE ON L-) WALL_ MOUNTING ALTERNATIVE_1 W SCALE 3/8=1' NOTE FOR COMBINATION OF SECTIONS: TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. WOOD ANCHORS * NOTE: —...J STAGGERED W/ STUD .(SEE SCHEDULE ON 1" MIN. SEPARATION TO GLASS INDICATED SHEET 11)ON SHEET 3 MAY BE REDUCED TO 1/4" AS LONG AS THE FOLLOWING CONDITIONS ARE COMPLIED WITH: 2"x4".WOOD �� PLATE REQUIRED (1) MAXIMUM ASD DESIGN PRESSURE RATING IS +60. -65 P.s.f. (2) MAXIMUM STORM. PANEL LENGTH 15 72." (3) STORM .PANEL INSTALLATION IS ONLY WALL MOUNTING bIRECT MOUNT INTO AN EXISTING woo0 FRAME WALL. ..ALTERNATIVE_ ZW (4ZONES 1, 2N& 31 PER LY FOR ASTM EWIND. SCALE 3/8=1" 1996-06. - . Tit z NOTESi111111���r ...Q n."•.....e FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 24 GAGE GALVANIZED STEEL STORM PANEL 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. `�1 .. �\ F e 32015 m»Wa INC. DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR as IL EC©INc. DRAWN By. GLOBAL. PROTECTION PRODUCTS) LLC. 03/T2/13 ALTERNATE 2W') ___ GATE: 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD A •/ ,.r }, F/LLIT TESTING A ENGINEERING COMPANY 'O 'UF ' Q .� 6E69 N.W. 350. a. Sfe. ]OS YRGxG G4f0EHS B JJ186 4800 S.W. 51 STREET' DAVIE, n- 33314 i S—O22 MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC � <C( % Fn.n.: (368) 871-1S30. F=: (30) 871-15JI .'m nx...o.a..o„ PHONE: (954)689-7545, FAX: (954)689-8797 DRAwINc No: . "° °LO° °`R M.N. olsc- ./rt - DENSITY OF 0.55 OR EQUAL. '�sP icy , yE LI WACTER A. ]8L/T Jr., P.f. 1 otD u-on 1YiJ t SHEET 6' OF 18 11 FLORIDA Uc. # 44157 1 2 1 - I - I ° I - I - INSTALLATION DETAILS FOR REGULAR PANEL n INTO WOOD _ ALTERNATE LEG (Min.) EXISTING W000 LOCATION BEAMBEAM REQUIRED. STRUCTURAL ADEQUACY OF. EXISTING WOOD ^ BEAM TO BE CERTIFIED BY E E. - REGISTERED ENGINEER OR ARCHITECT PRIOR TO SHUTTER ' 0 - - INSTALLATION. W000 ANCHORS (SEE SCHEDULE ON ALTERNATE WOOD ANCHORS (SEE SCHEDULE ON / 1. I ( 1 Min. 1/a"xP HEX WASHER HEAD TEN SCREW ' EO EQ Nw BUILDEX OR SHEET 11) SHEET 11) x. _._ 1/4"-20x1' S.S. M.S. W/.NUT —EdD 1/2" 0121/2'O.C. .. MAX. WOOD HEADER / 1/2" EXISTING 1 I T{ H— GLASS I REQUIRED ., IL. I 1/4ro-zoxr. --'-S.S. EX HEAD BOLTS w 15 ®6 1/4' o.c - I I WOOD ANCHORS p^ I _ I 1 I 1 I I I (SEE SCHEDULE ON Min I SHEET 11) I. (SEPARATION TO --p GLASS.(SEE I I I p SCHEDULE I I I 1/ao-20x1' A I I I ON SHEET 3) I S.S. BOLTS W,0 p Min. SEPARATION TO GLASS. I I I AT EA 043W (USE FOR P94L I(^(SEE SCHEDULE ON SHEET. 3)- I I y/y'o-lox 1' "L" S.S. BOLTS W 1 MAX. 1 I I LENGTH CAR 7'-e') "L" MAX. o n AT EA OkR AP� PANEL LENGTH. (SEE SCHEDULE 1 I I PANEL LENGTH 9— (USE FOR PANEL ems{ Y-sO ON SHEET 3) 1 I.. I (SEE SCHEDULE EXISTINN� I I ON SHEET 3)509 GLASS I I 1 p 1 I i I O "L' i i 50% u 1 OF 1 '.1 1 1 Ir OF "L 5 MAX. I I MAX. 4 1 1 I 1 1 0 12 1/2". O.C. NO FINISH(. i I 1/a'a-z0xr ALLOWED I I ED S.S..HEX HEAD BOLTS p I 4 W 15 0 8 1/4' O.C. 2"X6" WOOD DECK REQUIRED 2'•X4" WOOD PLATE WOOD ANCHORS WOOD ANCHORS REQUIRED\- (SEE SCHEDULE ON (SEE SCHEDULE ON 3/4" SHEEP 11) SHEET 11) f"�—� \ 1 2" Min. CEILING AND FLOOR- MOUNTING BUILD -OUT MOUNTING ALTERNATIVE' 3W ALTERNATIVE 4W SCALE 3/8=1" SCALE 3/8=1" l(J�`e FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) NOTES:! — az015 nLrECO, INC, F.R.L. NOTE FOR COMBINATION OF SECTIONS: %'�\,� l� m 24 GAGE GALVANIZED STEEL STORM PANEL DRAWN Br : TOP BOTTOM MOUNTINGS CAN BE 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS e f . 44167 •' " IL EC O 03/OA2/15 GLOBAL PROTECTION PRODUCTS, LLC. I COMBINED IN ANY WAY TO A SUIT ANY AS PER SCHEDULES ON SHEET.3 ° * n INc. INSTALLATION. 2.. FOR NEW WOOD FRAME CONSTRUCTION: WOOD a `� .p t� P 4 T)LLIT TESTING & ENG1N£ERING COMPANY 5,J,55 N.W. 56N. 5f" $Ye..T45, Y.RGYNA G440EN5, f/. 55144 480D S.W. 51 STREET DAYIE. FL 33314 ) S—O22 MEMBERS TO BE SOUTHERN PINE No 2, W SPECIFIC / '' Phnn.: (305) en-15w . Fag; (JW) en—IMI PHONE: (954)689-7545, FAX: (954)689-8797 DENSITY OF 0.55 OR EQUAL. o /.yyL% e%A1�1 EB-00 6719 WALA. TILL/, P.E. ay. w aruvnox wrz uv. w o¢dermx oxrz DRAWING No: 1� JO• �r1i�_ 1!! FLORIDARILk. 44 44167 i - - - _ SHEET 7 OF 18 SAFETY & E-Z HANG STORM PANEL In SYSTEMS .\ "--uO[ O •® ® POURED CONCRETE, N II 3 4• .CONCRETE BLOCK OR 2" x3"z .093 3105 H-14 OR VARIES qR 2"x4" WOOD FRAME.6063-TS ALLOY CONT. ALUM. REQUIRED & \ ANGLE WITH 7/4°0 u i. 3/4"� 2 1/2" \ TAPCON 0 12" O.C. POURED CONCRETE, CONCRETE �a` I Min. A4" " WOOD FRAME POURED CONCRETE, \ II 1/4'0 x 1 3/4" TPPCON \ CONCRETE BLOCK OR Q l ANCHOR 12, D.C. 2 1/2 2"x4° WOOD FRAM I�:—"-'© OR® Min a REQUIRED \ �. \ \ HALF PANEL 21/4" GAP 1/4°0 x Y 3/a" \\ \\ ) 1" iAPQQN ANCHOR Min ® 12" O.Q. VARIES 0.. 2° x 2" x .055". TO [ALTERNATE LEG LOCATION 2" II. 2- z 5" x .055" CONT. 5' Max. 90< L <135 ALUM, ANGLE OR .080'Max. II META 3LUM. BE4 SHEET POURED CONCRETE. CONCRETE i" �u TRACK METAL ALUM.BENT PLATEBLOCK OR 2x4" WOOD FRAME R 5 (TYP.) REQUIRED OY 2 1/2" ANGLE Min. 2 II V! ��=a=— aax =J Max/GAP 1/4" p' BOLT 4" z 4" x .072" 0 12'. O.C. 3105-H14 OR 6083-T6 ALLOY W/JACKNUT Cont. Alum. ANGLE CASE A (PLAN,) CASE B PLANS CASE C (PLAN) CASE D (PLAN) SCALE 1/4"=1. SCALE 1/4"=1" SCALE 1/4"=1" SCALE 1/4"=1 SOLID SET OR CALK -IN II OR ELCO PANELMATE 1 5X \ I O 0 •� POURED CONCRETE. FOISTING TRIM AT FEMALE 10 AND. POURED CONCRETE, \ I OR CONCRETE BLOCK TOP, BOTTOM OR PANELMATE PLUS SEE II II OR 2"z4" WOOD SIDES GF OPENING SCHEDULE ON SHEETS 9, (MIN. PANEL CONCRETE BLOCK oR VARIES J�. OVERLAP BEYOND \ 2"x4" WOOD FRAME \ 5 Mma I ® `^ 0 FRAME REQUIRED AS APPLICABLE 10 & 11) OPENING WIDTH) POURED CONCRETE, CONCRETE REQUIRED � \BLOCK OR 2"x4' WOOD FRAME \ V/ ' REQUIRED \\ \ \\\ \ \ \\\\ \ \ \ II IIuTI (�.'( ='< VARIES II �-�' ' OR®W/ ANCHORED FRONT & FLAT FLANGES PARALLEL TO 5 I II WALL (NEVER CUT END PANEL) X = B.O. DISTANCE ----.— TRACK - Ih ---- -- 0 (TTPI L==� 11 WILTS MD CASE G (PLAN) WASH z9 WN BOLTS AND 0.4. R 1 4-6- 0 O 6' D..c. OR 1H'•-z9 SCALE 1/4"=1" NACYUNE BOLT k LOCK Nur o s° Dc. - VALID FOR DIRECT MOUNT INSTALLATION ONLY & CERTIFIED PANEL INSTALLATION AT WALLS W/ SURFACE LEVEL VARIATIONS WITHIN 3/4 iF+T/f6oFras>r�d '� CASE E (PLAN) CASE F (PLAN) +°'s ��A �TY~�� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) SCALE 1 / SCALE t/4"=1" y1 ; •\GENSRC •. a �2ols nLTEco. WC.24 GAGE GALVANIZED STEEL STORM PANEL F.R. 4"=1" ` ; .• �� L. DRAWN By. LL E C O FNC GLOBAL PROTECTION PRODUCTS, LLC. °'CATS: 4800 S.W. 51 STREET F 9 l T T/LLIT TESTING k ENGINEERING COMPANY DAVIE. FL, 33314 l../� 6J53 N.W. J6N SL me ms' WRI w GIROENS n. =166 IA �F 0a PAo"s < (Jas) eT+ rya r (.r¢5J e)r-r9r PHONE: (954)689-7545, FAO: (954)689-87 7 (S—OZZ 61 a aR L.NcaO" I DRAWWO No: � EB 0006719 '� x^ rcuemm mu ixv. w useermx on¢ `P a� L, ., .4�[(•� ++A WALTER A TILL/T Jr P.E. r an a-oea Wn. a - SHEET 8 OF 18 V 5 FLORIDA b'c. 44I67 a e_ .t MAXIMUM A.S.D. DESIGN PRESSURE RATING (p s f )AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE_ FOR REGULAR STORM PANEL n INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANEL 101NSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4& 5)OR "� N. TILL/ 'a A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ gA SPACER AT 12 1/2" O.C. Illff' P It �F......•., �7/ `: FLORIDA BUILDING CODE (Nan High Velocity Hurricane Zone) JET 02015 MTEOO. INC. 24 GAGE GALVANIZED STEEL STORM PANEL DRAWN BY: ' No.44167 ' _/ IL E C 0 INc. GLOBAL PROTECTION PRODUCTS. LLC. 03DATE15 �.•>�i�%1 f TILLIT TESTING &• ENGINEERING COMPANY 4600 S.W. 51 STREET 'T�'1R1{T Cr6I •� OAVIE, FL 33314 vss R.w. d6a sr sr . dC5, xxcrw cRc[Ns R. dTroe 15-022 ��/ co(dos) 6» 11d0 . Fei : (dosJ d]i-15II PHONE:. (954)689-7546. PAX: (954)889-8797 (��•°. FI nmvr\ ��' ? nw3: firteceOaaLcwn DRAWING No: • ER-0006719 w oenarox own: �aP.EO (,/9I6AgRME/ ,e WALTER A. IT UT Jr., P.E - )nN Al ..11 FLORIDA Lk. ,( 44167 1 _ _ , _ _ ---SHEET 9'OF 19 MAX, A.S.D. DESIGN PRESSURE RATING. (p's•T•) MAXIMUM ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELOW * APPLICABLE TO SECTIONS # & ANY COMBINATION OF THEM OF MAXIMUM PANEL LENGTH "L" (ft.) MAX.. A.S.D. DESIGN PRESSURE RATING (p.9.f.) MAXIMUM ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELOW * APPLICABLE TO SECTIONS # &ANY COMBINATION OF THEM MAXIMUM PANEL LENGTH L. (ft.). TAPCON SOLID -SET PANELMATEPANELMATE FEMALE ID ' PLUS ZAMAC-NAILIN CALK -IN TAPCON SOLID -SET ' PANELMATE FEMALE ID PANE MATE PLUS ZAMAC-NAIUN CALK -IN 70 CONCRETE TO CONCRETE BLOCK TO CONCRETE TO CONCRETE BLOCK TO CONq=� TO CONCRETE BLOCK 7p ��1� TO CONCRETE .BLOCK TO CONCRETE TO CONCRETE BLOCK TO DONOR TO CONCRETE BLOCK TO CONCRETE TO CONCRETE BLOCK TO CONCRETE TO CONCRETE BLOCK 70 CONCRETE TO CONCRETE BLOCK: T(1 CONCRETE TO CONCRETE BLOCK.. TO WNCREtE TO CONCRETE BLOCK TO r COitiRE7E TO CONCRETE BLOCK +45, -45 LESS 13" 13" 13" 13" 13" 13" 13" ' 13" 13" 13" 13" 13" 1 (TOP) 5pR" LESS +45; -45 +65T0-65 13" 13' 13" 13" 13" 13" 73" '13" 13" 13" 1J" 11 1/2" 1 (TOP) Sc6" OR LESS 73". 73" 13". 13" 13" 13" 13" 13":. 13" 13" 13" 13" 1 (BOTTOM) 13" 73" 13" 13" 73" 13". 13". 13" 13" 13" 13".. 11 1/2" 1. (BOTTOM) 73" 13" 73" 13" 13" 13" 13" 13" 13" 13" 13" 13" 2 (TOP) 13" 13" 13" 13" 13" 13' 13" 13" 13" 73". 13" 11 1/2" 2(TOP) 13" 13" 13" 13" 13" 13" 13" 13" 13" 13" 13" 13" 2 (BOTTOM) :13" 13". 13" 13" 13". 13" 73" 13" 13" 13" 13" 11 1/2" 2 (BOTTOM) ' 73" 13" 13". ' 13"... '13" 13' 13" 13".. 13" 13" 13".. 13' 3. (TOP) '13" 13" 13" 13" 73" -13". 13"... 13' 13" 13" 13" 11. 1/2" 3. (TOP) 12 1/212 1/2" 6 1/4' 6 1/4" 121/2"12 1/2" - - 6 1/4" 6 1/4° 3 (BOTTOM) - - 121/2"12 1/2".6 1/4" 6 1/4" 72 1/2"12 1/2" - - fi 1/4" 6 1/4" 3(BOTTOM) B••.' 8"- 8" B". 8" 8" 8" 8" 8" B" 8" 7 7/2" 4 (TOP) 8" 5 1/2" 8" B. 8".. 6 1/2" B" 7 1/2" e" 6" B„ 5". 4 (TOP) 8" - - 8" - 8. _ B° _ 4 (BOTTOM) 8,. _ B„ _ 9" _ B" _ B,.. _ B.. _.. -1/2" 4 (BOTTOM) 13" : 13" 13" 13".:: 13" 13" 13" 13" 13" 73" 13" 13" 5: (TOP) 13" 13" 13" 13" 1Y' 13" 13" 13" 13" 13" 13" 11 5. (TOP) 13" 13" 93" 13" 13" 13" iJ" 13" 13" -13" 13" 13" 5(BOTiOM) 13" 13" 13" 13": 13"' '13" 13" 13" -13" 13" 13" 11 1/2" 5(BOTTOM) '73" 13" 13" " 13" 13" 13" 13" 13" 13" 13" ' 13" 13" 6 (TOP) 13" 13" 13" 13" 13"' 13' 13" 13" 13" 13" 13" ii t/2" 6 (TOP) - - 6 1/4": fi 1/4" 6 1/4" B 1/4" _ _ _ : - '. 6 1/4" 6.1/4° 6 (BOTTtr) - _: 61/4" 6 :1/4" 6 1/4" 6 1/4". - - - - 6 1/a" 6 1/4" 6 (BOTT.") 13" 5" 13" 10 1/2" 13" 7" 13" 7" 7_7/2 51/2 13" 4 1/2- 11 (TOP) � TO6" 14•_4•. 13" 6" 13" 13" 13" 81/2" 73" 8 1/2' 9 1/2" 6 I/2" 13" 51/2" 1 (TOP) :. >5*-6" TO 9•-fi" 13". 7" r13° 13" 13" 9 1/2 13" 9 1/2 10 1/2 7 1/2 73" 6" f (BOTTOM) 13" 7 1/2" 13" 13".' 13" r10" 13" 10" it" B" 13" 6 1/2" 1 (BOTTOM) 73".. 5" 13" 10 1/2" 13" 7" 13" 7". 7 1/2 5 1/2. 13" 4-1/2" 2 (TOP) 73" 6" 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" 13" 9 1/2 13" 9 1/2 10 1/2 7 1/2 13".. 6 1/2" 2 (BOTTOM).. 13" 7. 7/2" 13" 13" 13" 10" 13" 10" 11" B" 13" 6 1/2" 2 (BOTTOM) 13" 7° 13" 13" 73" 9 1/2 13" 9 1/2 10 1/2 7 1/2 13" 6 1/2" 3 (TOP) 13" J. 1/2" 13" 73": 13" 10" 13" 10" 11" B" 13" 6.7/2" 3 (TOP) 72 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) - - 121/2"12. 1/2" 6 1/4" 6 1/4". 12 1/2"12.1/2" - - 6_1/4" 6 1/4" 3 (BOTTOM) : 7.. J�.. B^ 5 1/2" 7,. J 1/2.. B" a". 4 1/2., J.. 6 I/2,. 3., a (TOP) 7. 1/2„ 3". B,. 6... 7. 4" :. B• q.. q 1/2' 3. 1/2„ 61/2" 3., 4 (TOP) 8" -. W. - 8" - 8 - 5 1/2" - 7 1/21' 4 (BOTTOM). 8" - 8" _• 8•, - 8" - 5. 1/2" - 7 I/2" - 4 (BOTTOM) 13" 7" '13" 13".: 13'• 9. 1/2" 13". 9 1/2" 10 1/2" 7 1/2" 13" 6" 5 (TOP) 13" 8 1/2'" 13" 13" 13" 10" 13" 10" :1j' 8". 13" 6 7/2" 5. (TOP) 13" Y 13" 13" IJ" 9 1/2" 13" 9: 1/2" 10 1/2" 7 1/2" 13" 6. 1/2" 5 (BOTTOM) 13 8 1/2" 13" '13" 13" 10" 13" 10" it" 6" 13" 6 1/2" 5 (BOTTOM) 13" 5" 73" 10 1/2" 13" 7" 13" 7" 7 1/2" 5 1/2": 13" 41/2" 6 (TOP) 13" 6" 13" : 13" 13" 8 1/2". 13" 8'1/2" 9 I/2" 61/2" 13" 5 1/2° 6 (TOP) - - 6 t/4" 8 1/4" 6 i/4" 6 t/a" - - - '- 6 1/4" 6 1/4° 6 (BOTt.•r) - - B 1/4" 6 1/4" fi i/4" 61/a" - - - - 6 1/4" 6 1/4" 6'(BOTT.+•) SEE SHEET 11 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 MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. FOR THIS OPERATION TO BE POSSIULE, 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 -.:t/a"e :.1/4"0 -.I/a^e. PANELMATE FEMALE 10 .PANELMATE PLUS ZAMAC-NAIUN CP1.1C-IN MINIMUM ANCHOR SPACING (In.) id 332 1/2' 2 I/2MINIMUM EDGEFANCRETE (in.) 331/2" 3DISTANCE (E.O.)NNCREIE 9.OT1C (in.) 3 1/2' 3 1/2 3 1/2' 4 ACTUAL EDGE DISTANCE (E.D.) FACTOR 11/2" 0.35 - - - - - y i/Z^ O.BI 0.60 - - - 0.60 3• 0.90 0.78 - 0.63 3 7/2" - L00 LW - lA0 7.00 SPACINGS ONLY VALID WHEN SPACER 9QIS USED. SEE T BLE #T FOR MAX. A.S.D: DESIGN LOADS &MAX. PANEL LENGTHS WHEN SPACER �IS USED. TABLE #i � A.S.D. DESIGN LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS 6'-6" > 40 PSF 70 50 PSF 6'-2" > 50 PSF TO 60 PSF 5'-10" MAXIMUM A.S.D. DESIGN PRESSURE RATING (R s f AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR TORM PANEL M INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANEL( INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) MAX. A.S.D. DESIGN PRESSURE RATING (PST-) >+65, -65 TO +75, -75 MAXIMUM ANCHORS SPACING POP MIN E.D: PER SCHEDULE BELOW * APPLICABLE TO SECTIONS # & ANY MAXIMUM PANEL LENGTH •�L� (ft.) 5 -6" OR LESS : MAX. A.S.D. DESIGN PRESSURE RATING (P.S.f.) +119,_119.6.. >,+750-75r13 : MAXIMUM ANCHORS SPACING - FOR. MINE.D. PER SCHEDULE - - BELOW * APPLICABLE TO SECTIONS # & ANY COMBINATION OF THEM 1 (TOP) MAXIMUM PANEL LENGTH OR LESS TAPCON -` -- SOLID --- -SET PANELMATE FEMALE ID PANELMATE _ PLUS -- .- ZAMAC-NAILIN -. CALK -IN TAPCON SODD-SET PANELMATE FEMALE ID PANELMATE PLUS ZAMAC-NAILIN. CALK -IN TO NCRETECONCRETES 131.1 TD BLOCK 5" CONCRETE 1 13" 0' CONCRETE BLOCK 10 1/2" T0. CANCREIE 13" C CONCRETE BLOCK 6 1/2" 7p CONCRETE 13" TO CONCRETE BLOCK 6 1/2" 70 CONCRETE 7 1/2" CONCRETE BLOCK 5 1/2" TO rgNCBEiE 13" TO CONCRETE BLOCK 4 1/2" TO TO 13" 13" 73" i0 CONCRETE BLOCK 11" 70 13" TO CONCRETE _.BLOCK 13" TO C�NCREIE 13" TO COryCRETE BLOCk 13" 70 CONCRETE 13" To CONCRETE .BLOCK_ 13" TO CONCRETE -13" TO CONCRETE BLOCK 12" To CONCRETE 13" TO CONCRETE BLOCK 10" COMBINATION OF THEM 1 (TOP) I1" I3" 13" 13" 13" 13° _-13" 13" 12" 13" 10"' t (BOTTOM) 13" 6 1/2" 13" - 13" 13" 9" 13" 9" 10" 7: 1/2" 13" 6" 1(BOTTC2M) 11" 13".. 13` 13" 13" 13" 13" 13" 12"... 13" _.10" 2 (TOP). 13" 5" 13" 10 1/2" 13" 6 1/2" 13" 6. 1/2" 7 1/2" 5 t/2'. 13" 4 1/2" 2 (TOP). 13" 11" -13" 13" 13" 13 13" -13 13" 12" 13" 10" 2 (BOTTOM) 13" 7" 13" 13" 13" 9 1/2" 13" 9 1/2" 10 1/2" 7 1/2" 73" 6'1/2" 2 (BOTTOM) 13" 11" 13" 13" 13" 13" -13" 13" 13" 12"' 13" 10" 3 (TOP) 13" 7" 13" 13":: 13" 91/2" 13" 9 1/2" 10 1/2" 7 1/2" 13" 6" 3 (TOP) - - 8" - -- 12 1/2"12 1/2":6 1/4" 6 1/4" 12 1/2.12 1/2" - - 6 I/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 1/4". 6 7/4" 3 (BOTTOM) 5" 8" 6" 8••. 6" 8' fi 1/2" 7" 5" 8" 4. 1/2" 4 (TOP) 7" 3^ e" 5. 1/2" 7" 3 1/2" 8 4'•.' 4 1/2" 3" 6 1/2" 2 i/2" 4 (TOP): 8r,. - 8'• - a" 8 B" _ 8" - _8" - 4 (BOTTOM) 8,1 _ 6 1/2" _ 8" _ 8•• _ 5 1/2" _ 7" - 4 (BOTTOM) 13" 6 7/2" 13" 13". 13" ''9" 13" 9" 10" 71J2" 13" 6" 5 (TOP) 13 11" 13" 13" 13" 13" 13" 73" 13" 72" 13"' 10" 5 (TOP) 13" 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" T 1/2'� 13" 6" 5'(BOTTOM) 13" ___.. 11" 13" 13" l3" 13' 13" - 13" - _ I3" 12" 13" 10" 6 (TOP) 13" 5" 13" 10 1/2" 13" 6 1/2" 13" 6'1/2" 7 1/2" 5 1/2" 13" 4 1/2" 6 (TOP) - - 6 1/4" 6 1/4" -1. 6 1/4" - - - - 6 1/4" 6 1/4" 6 (BOTT.**) _ 6 1/4".. b 1/4" 6 1/4" 6 1/4" 6 1/4' 6 1/4" - - fi 1/4" 6. 1/4" 6 (BOTT."•) 13` 7.. 1/2" 13". 13" 13" 10" _13" _ To" 11" 8" 13" 6 1/2". 1 (TOP) >y_ y^ TO 8'-D,,. 5" 13".. 10 1/2" 13" :6 1/2" 13" 6 1/2" 7 1/2' 5.1/2° 73'.. 4 1/2" 1 (TOP) >5•-6" TO 1_5. 13". 7 1/2" 13" 13" 13" 10 1/2" 13" 10 1/2"11 1/2". 8" 13" 7" : 1 (BOTTOM) 6 1/2" 'Q' 13" 13" 9" 13" - 9" 10" 7 7J2.. 13".. 6" t (BOTTOM) 73" 7 1/2" 13"_.. 13" 13 10" --13" 10" 11" 8" 13" 6 1/2" 2 (TOP) 5' 13" 10 1/2' I3" 6 t/2" 13" 6 1/2" 7 1/2" 5 1/2" 13" 4.1/2" 2 (TOP) 13" 7 1/2" 13" 13". 33" 10 1/2" 13". TO 1/2"11'i/2". 8" 13" 7" 2 (BOTTOM) 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" 10 1/2" 13" 10 1/2-11 1/2": 8" 13' 7" 3 (TOP) :. 7" '13" 13" 13" '9 1/2" 13". 9 1/2" 10 1/2" 7. 1/2" 13" 6" 3.(TOP) - 7 :1/2" 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' 6 1/4" - - 6 1/4" 6 1/4" 3 {BOTTOM) 3 1/2" 8" _-5" 7 1/2" t-' 8" 4 1/2" 5" 3 1/2" 7» '. 3" 4 (TOP) : 7" 31, 8" 5. 1/2" 7" 3 1/2" 8" 4" 4 1/2" 3.. 6 1./2^ 2 1/2" 4 (TOP) 8" - - 8" _ a.. _ _ - _ 6" - B" - 4 (BOTTOM) 8" - 6 1/2" - 8" - 8". - 5 1/2' - 7" :. - 4 (BOTTOM) 13" 7 1/2" 13" 13" 10 1/2" 13" 10 1/2" 1L 1/2"� 8" 13"' 7" 5 (TOP) 13" 6 1/2" 13" 73". 13" 9" 13" 9" 10" 7 1/2" 13" 6" 5 (TOP) 13" 7 1/2"_ E13- 13" Y3" 10 1/2" 13" 10 1/2"11 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" 10 1/2" 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". 13" 4,1/2" 6 (TOP) - - 6 1/4" 6 1/4" - - - - 6 1/4" 6 1/4" 6 (BOTT.•") - - 6 1/4" 6 i/4" 6 1/4" 6 t/4" - - - - 6 1/4" 6 1/4" 6 (BOTT.•*) SEE SHEET 11 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 SPACGIG BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY 'THE FOLLOWING FACTORS. FOR THIS OPEPA7IGN TO BE POSSIBLE, REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE ON THIS SCHEDULE. 1/4"0 1/4"o 1/4"o 1J410 1/40o 1/4"o ANCHOR TYPE TAPCON SOLID -SET �Ald PANEIhPLUSN7E lAMAC-NAIUN GLK-IN MINIMUM ANCHOR SPACING (id.) 3 3 3 3 2 1/2- 2 1/2 MINIMUM gfMt Ot1NCREf2011) 3 31/2' 3" 3 31/2" 3 DISTANCE(E,D.) CWRET€ BLOCK (t - 3 3 1/2' 3 1/2' 3 1/2 3 1/2" + ACMAL UZE DISTANCE (E.a.) FACTOR_. 0,35 1 J2. 0.91 oso - - - oso -Dso 0.7e - 1.00 - 0.63 3» �3 1/2' - 1.00 100 - 1.00 1.00 **'SPACINGS ONLY VALID WHEN SPACER 9D IS USED. SEE TABLE #1 FOR MAX. AS.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER @IS USED. TABLE #1 0 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/ 9�A SPACER AT 12 1/2" O.C. FLORIDA BUILDING CODE (Non High Velocity Hurricane MAXIMUM A.S.D. DESIGN PRESSURE RATING (p s f) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL 0) INSTALLATIONS INTO WOOD STRUCTURES (VALID ONLY FOR PANEL 1U INSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 & 7) MAX. A.S.D. DESIGN :: PRESSURE RATING (pi.1_) MAXIMUM 'ANCHORS SPACING FOR E.D. = AS SHOWN ON SHEETS 6 &'7 APPLICABLE TO ALTERNATIVE &'ANY C MBTHEMN MAXIMUM PANEL LENGTH L (ft.) TAPCON LAG SCREW PANELMATE FEMALE ID PANELMATE PLUS _ WOODBUSHING# 13.. - 13" 13" 13" 13„ 1W (TOP). 13" 13" 13" : 13" 13" IW (BOTTOM) 6 1/2" 6 1/2" -.6 1/2" 6 1/2" 61/2" 2W (TOP) - - : 6 1/4.. _12 1/2" 6 1/4" 2W (BOTT.') 8".. 8" 8" - W TOP ( ) OR LESS 8" : ell 8" all - 3W (BOTTOM) 13" 13" 13" 13" 13" 4W (TOP) +45, -45 OR LESS : 13" 13" 13" 13" 13" 4W (BOTTOM) _, 13" 13" 13" 13" 8 1/2" 1 W (TOP) 13" 13" 13" : 13" 61, 1W (BOTTOM) 6 1/2.. 6 1/2" 6 1/2" 6 1/2" 6 1/2" 2W (TOP) - - 6 1/4". 12 1/2" 6 1/4" 2W (BOTT."). > TOO" 4 1/2„ - 4„ 6 1/2". 6 1/2" - 3W (TOP) 14,-4" 4 1/2" 4 1/2" 7' 7" - 3W (BOTTOM) 10 1/2" 9 1/2" :12" 12" 4" 4W (TOP) 13" 13" 13" 13" 8 1/2" 4W (BOTTOM) EE TABLE #1 FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER 97A ISED, CORRESPONDING ONLY TO ALTERNATE 2W' ON SHEET 6 MAX. A.S.D. DESIGN PRESSURE RATING MAXIMUM ANCHORS SPACING FOR E.D. = AS SHOWN ON SHEETS 6 & 7 APPLICABLE ALTERNATIVES TO COMBINATION OF THEM MAXIMUM PANEL LENGTH (ft.) TAPCON LAG SCREW PANELMATE FEMALE ID PANELMATE PLUS WOOD BUSHING 13" 13" 13" 13": 13" 1W (TOP) 13„ 13" 13" 13°. 8" 1W (BOTTOM) 6 1/2" 6 1/2" 6 1/Y' :6 1/2" 6 1/2" 2W (TOP) - - 6 1/4" 12 1/2" 6 1/4" 2W (BOTTM 50R" 7" 7 1/2" 8. 8,l: _ 3W (TOP) LESS 7 1/2" 8"' fill 8" - 3W (BOTTOM) 13" 13" 13" 13" 131, 4W (TOP) >+45, -45 TO +75. -75 13" 13„ 13" 13" 13" 4W (BOTTOM) - 13" 13" 13" 13" 10" : 1W (TOP) 13" 13" 13". 13" 6 1/4'. 1W (BOTTOM) 6. 1/2" 6 1/2•, 6 1:/2" 6 1/2" 6 1/2,'. 2W (TOP) - - 6. 1/4" 12 1/2" 6 1/4" 2W (BOTT.•). > TO 4 1/2" 5" 7.1/2" 7 1/2'" - 3W (TOP) 7'-5" S. ... 5 1/2. 8.. 8" - 3W (BOTTOM) 13" 12„ 13" 13" 5 1/2": 4W (TOP) 13" 13" 13" 13" 10" 4W (BOTTOM) EE TABLE #1 FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER ISED, CORRESPONDING ONLY TO ALTERNATE 2W' ON SHEET 6 TABLE :fit A A.S.D. DESIGN LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS 61-8" > 40 PSF TO 50 PSF 6'-2" > 50 PSF_TO 60 PSF 5'-10" A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE FEMALE ID OR PANEL MATE PLUS ANCHORS & W/ ( SPACER AT 12 1/2" O.C. / -T€ .FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 02015 RLTE60, INC. 24 GAGE GALVANIZED STEEL STORM PANEL F.R.L DRAWN BY: IL EGO tNc. GLOBAL PROTECTION PRODUCTS, LLC. 03DATE:15 4800 S.W. 51 STREET DAME, FL. 33314 /T TESTING & £NGINEERiNG COMPANY N.W. WWWN Gw = A 33166 15-D22 36A 51, Re. 305, Dena : (305) B71-IB30 . F.: (ins) B)I-151I PHONE: (954)689-7545. FAX: (954)659-8797 e-.ot lJkaaeadawn. Ee-0006719 DRAWING No: .ee1:µ a "o, vre aa. n. oauemx Dare 1 ox 13-07 Lv , - SHEET 11 OF 18 WALIER A. TILL? Jr., P.E. FLOR04 Lic. 44167 - - a - - 3" MAX. 1,. MIN. OorO 0 D.M.., Lie] cr� 3" MAX. 1" MIN. 03 1/4" MAX. G. y ' ' MAX. ' PANEL LENGTH REGULAR STOORM. PANEL 8'-8" 0 +40.0. -40.0 P.S.f. (W/ OVERLAP MID PANEL LENGTH BOLT) 7'-6' ® +50.0. -54.0 P.S.f. (W/O OVERLAP MID PANEL LENGTH BOLT) A I USE 2'-8" MIN. PANEL LENGTH --� AT ALL MDUNTINGS i 6" I I - ------1--------------- --- --� -- __�r____ _�___ 2) S STUD , � LOCATION ION 0 ®LIFEE SAFETY i PANEL BOTTOM CORNERS OVERLAPS OVERLAP WING NUT AT EXTERIOR WING NUT AT + LEFT PANEL RIGHT PANEL 3" MAX. 1 INSTALLATIONS ONLY VALID FOR WIND R-IA/13, R-2A/13, R-3A/14, R-1B/13, R-2B/13, R-3B/14, 1" MIN. SPEED UP TO no m.p.h. R-1AW/15, R-2AW/15, R-3AW/16. R-1BW/15, R-28W/15, R-38W/16. ANCHORS (SEE SECTIONS &ALTERNATIVES ON SHEETS 13, 14, 15 &16)- 1/4" MAX. GAP LIFE —SAFETY STORM PANEL!) ELEVATION (t) --,--��� SCALE 1/4"=1" REGULAR 2.-1 REGULAR STORM PANEL (MIN. pVERLaP�=1 WHOLE' VALLEY) ( � STORM PANELLom _<'-v '__ - __or_ _ I _ _ _ I -OVERLAP I - -ANCHORS (SEE SECTIONS & ALTERNATIVES ON SHEETS 13, 14, 15 &15) R=1A/13, R-2A/13, R-3A/14, R-113/13, R-213/13, R-39/14, R-1AW/15, R-2AW/15, R-3AW/16. OPOR-1BW/15, R-2BW/15, R-3BW/16.)" MIN. O ® O -------r_--T__-T-___..T__^l_......'_'i'___E---I -'r- -------------------- -- T L/2 j i 1/4"0-20xl" S.S. BOLTS W'@ i I ' . „L" USE FOR PANEL LENGTH OI i OVER 7'-6") i L... I REGULAR STORM PANEL LIFT SAFETY STORM PANEL l I •- ` 1/4'0-20X1, I S.S. BOLTS / AT EA. OVER I i \ LAP _y LIFE SAFETY PANEL \1 �' ,.•" ""'• T Q d '1� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone = 02015 RITE= INC.. F.R.L EXTERIOR 24 GAGE GALVANIZED STEEL STORM PANEL OR)yM Rr: No. 44167 ; yyy�� � IL E C O �Nc GLOBAL PROTECTION PRODUCTS, LLC. 030,'TE.15 SECTION A —A �" •, //�- 'j 4 T)41T TESTING &' ENGINEERING COMPANY 4800 S.W. 51 STREEr tl f Az i y63 N.W. J6M R Sf J YFtYNN Gt a0 R. JJ166 DAME, R_ 33314 1 5-022 SCALE 1/4"=1" TO • Fj P • (� �1\ ah"nr : (sas) a>t-Isw . Fu : (.ras) 6>hr5n PHONE: (954)689-7545, FAX: (954)669-8797 mat nxrcefi""rvm DRAWING No: EB 0006719 ay. x. axsrrnr ua av, x. orunnwx Wi[ �i ••• •• GNA1{/ • • ,11 WALTER A. TILL? Jr., A.E. r 6!O a -obi rY1 J SHEET 12 OF 1B ,I FLORIDA LLc. 1 44167 1 wwt r 6/n LIFE SAFETY PANEL \1 �' ,.•" ""'• T Q d '1� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone = 02015 RITE= INC.. F.R.L EXTERIOR 24 GAGE GALVANIZED STEEL STORM PANEL OR)yM Rr: No. 44167 ; yyy�� � IL E C O �Nc GLOBAL PROTECTION PRODUCTS, LLC. 030,'TE.15 SECTION A —A �" •, //�- 'j 4 T)41T TESTING &' ENGINEERING COMPANY 4800 S.W. 51 STREEr tl f Az i y63 N.W. J6M R Sf J YFtYNN Gt a0 R. JJ166 DAME, R_ 33314 1 5-022 SCALE 1/4"=1" TO • Fj P • (� �1\ ah"nr : (sas) a>t-Isw . Fu : (.ras) 6>hr5n PHONE: (954)689-7545, FAX: (954)669-8797 mat nxrcefi""rvm DRAWING No: EB 0006719 ay. x. axsrrnr ua av, x. orunnwx Wi[ �i ••• •• GNA1{/ • • ,11 WALTER A. TILL? Jr., A.E. r 6!O a -obi rY1 J SHEET 12 OF 1B ,I FLORIDA LLc. 1 44167 1 wwt r 6/n INSTALLATION DETAILS FOR LIFE SAFETY PANEL t 1� INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4"0 TAG'CON EXISTING POURED 1/4"0 TAPCON_ EXISTING POURED 1/4"0 TAPCON EXISTING POURED 1/4"0 TAPCON EXISTING POURED ANCHOR 0 9"-. O.C. 1 CONCRETE OR ANCHOR 0 9".O C CONCRETE OR ANCHOR 0 9" O.C. CONCRETE OR ANCHOR 0 9" O.C. CONCRETE OR "•• CONCRETE BLOCK n+ r % CONCRETE BLOCK / CONCRETE BLOCK CONCRETE BLOCK •'/j`�/ i % r REQUIRED. f REQUIRED.. r REQUIRED., i REQUIRED. y / 2 / I—�2� T /2. 1/2 1/2„ 1 4 / 1/2" 1/4, MAX. � �/ 1 MAX � K MAX. X_ MAX. j I I i E.D.• ��;�i 1 I E.D.r / � I E.D.= / I i I 1 II I I /d/M L I/I I RIIII 1" Min. 1Min. If--SEPARATION— It II SEPARATION II EXIST[ TO GLASS.EXISTING I TO GLASSI/VO-20x1" .S.BO EXISTING -S 6o1T5 W� S.S. BOLTS EXISTING GLASS I1I1 CLAS S. "4B-O.2LoTxS 1'W AT AOATOAT EA. OVER GLASAT EA OAR1AP AT Ea OVERn- GLASS (USE FOR opm � (USE FOR PANEL 1TG1aR f-s) FAQII artR Y-67 I. If If I lnfr MAX. Max 6" PANEL LENGTH PANEL LENGTH 6" PANEL LENGTH PANEL LENGTH n I SEE ELEVATION 11 I (SEE ELEVATION (SEE ELEVATION 11 1 I .(SEE ELEVATION p 1" Min. p I ON SHEET 12) 11 1 1 ON SHEET 12) If. 1" Min. I I ON SHEET 12) 11 1 ON SHEET 12) If SEPARATION 1I[ ! *SEPARATION I I I II I If TO GLASS: I I I I 11 IL— I I II TO GLASS.if I I I r .. L__ — _ —� ._ - �1 •� . _ I __ I _. __. j 2 !y/% - - Liz. 1 I ' %// rid j 1 Lit � 6.. r I , r I 6 I I I 1 E.D.11 iJf I I E.Q # /i/i E.D.• / I I E.D. 1-015 Iff/, I... ac@ EO Ell \ t/ab-2Ox3 4" 3/4. / l l �' EQ � HEX HEAAD M.S. Ell S.S. HE% H / M.S. / n W 1 BOLTS W 1 012 t/s"�o.a / ®Iz Vz�o.o... /i • . — 4 ✓'i't 4 ` 1 4"0 -1/4"0 TAPCON II 7/4"0 YAPCON 1/4"0 TAPCON / TAPCON ANCHOR 0 9" O.C. ANCHOR 0 9' O.C. ANCHOR 0 9" O.C. ANCHOR 0 9" O.C. EXISTING POURED CONCRETE OR LIXISTING POURED CONCRETE OR EXISTING POURED CONCRETE OR EXISTING POURED CONCRETE OR CONCRETE BLOCK REQUIREO. CONCRETE BLOCK REQUIRED. CONCRETE BLOCK REQUIRED. CONCRETE BLOCK REQUIRED. S CTIOtl R-�1A �ECTIO' R-18 SECTION R-2A SECTION R-26 0,REGULAR PANELS 0 LIFE SAFETY PANEL 0 REGULAR PANELS ® LIFE SAFETY PANEL WALL -MOUNTINGS WALL MOUNTINGS SCALE 3/8=1" SCALE 3/8=1 SEE SHEETS 15 & 16 FOR ANCHORS ANCHOR TYPE 1/4"e _ T&E & SPACING FOR INSTALLATIONS INTO TAPCON WOOD FRAME BUILDINGS. MINIMUM ANCHOR SPACINGS AND MINIMUM MINIMUM, ANCHOR SPACING (in.) 3 MINIMUM EDGE 615YANDF T@.O.T Cencrele Cm 3 EDGE DISTANCE ARE INDICATED ON THIS SCHEDULE, FOR E.D. LESS THAN INDICATED ON SCHEDULE REDUCE ANCHOR SPACING Carcrefe Sack fin.) 7 BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. AkiT1011. EDGE 0WA40E (EB,) FACTOR 1 1/2" 0.35 FOR THIS OPERATION TO BE POSSIBLE REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN _ 2 1/2" 0.81 0.90. MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE ON THIS SCHEDULE. 3. - - 3'. 1/2` 1 - �fLllrrrl/ii a r/(��'i FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) I � SFcc�,,��•.Q? 02016 RLTECO, INC. 24'GAGE GALVANIZED STEEL STORM PANEL F.R.L. DRAWN .�„�IV11 TS7 03/12/15 IL EC O iNc. GLOBAL PROTECTION PRODUCTS, LLC. DATE: y T/LLN. TESTING h ENGINEERING COMPANY 4B00 S.W. 51 STREET DAME, FL. 33314 p TATE Of BIBS N.W. R 51 J06, NRDA'D1 GVtDQIS A. 31166 a. T 5-022 �.,4 Feon.: (J06) 671 1=0. Po": (JZ) 671-IMI PHONE: (95a)fi8B-0545, FAX: (954)669-8797 „ - 6 b.PacOaol.c"» EB-0006719 WALTER A 7lLN Jr P E. �, o.iC o[SLRr>bx vrt DRAWING No: ,1 11 r aD iJ-a67 ryr i - - SHEET 13 OF 18 _ •• 3Q\ 11 FLORIDA Lic. gV 44167 INST ALLATION DETAILS FOR LIFE SAFETY PANEL 1 INTO POURED CONCRETEOR CONCRETE BLOCK STRUCTURES ` - 1/4"0 TAPCON_ EXISTING POURED 1/4"0 TAPCON EXISTING POURED r ANCHOR ®9 O.C. CONCRETE OR ANCHOR ®9" O.C. CONCRETE OR �' CONCRETE BLOCK CONCRETE BLOCK %SQUIRED. REQUIRED. 1/2 11/4:, 1/2„ 1/4 it MAX. % MAX. E.D.•fill II I I H I" Min. 1 II I I 4--SEPARATIO I I EXISTI G II � I 1/4'o-2G•1' I IL.. TO GLASS: s: BOLTS W%o II S.S. BOLTS W 7 I GLASS �� -_. AT G OA]SA- Ir-mil AT M OVER II I I (USE GTH m Oft T ir-W) EXISTING II I GLASS (SE PANEL ELLENGTH N II� i I 6" (SEEPANEL MAX. ELEVATION 111�1" Min. I I ON SHEET 12) II I ON .SHEET 1,!) If --SEPARATION i i II II TO GLASS. EXISTING POURED E'D .* j/J I II EXISTING POURED E.0.- / I CONCRETE OR 'rJ C CONCRETE OR 1 'ErJ CONCRETE BLOCK ,��/ I I CONCRETE BLOCK REQUIRED. ji 1 10 121/7 OC REQUIRED. 1 (BUONO) l l� R— SECTION_ '3A / 1/4"0 PANELMATE PLUS - �-- 1/4"@ PANELMATE PLUS SECTION R-3B ANCHOR ® 12 1/2' o:C. 0 REGULAR -_PANELS ANCHOR (BEYOND) ® LIFE SAFETY PANEL SEE SHEETS15 & 16 FOR ANCHORS TYPE & SPACING FOR INSTALLATIONS INTO WOOD FRAMR.. BUILDINGS: MINIMUM ANCHOR SPACING$ AND MINIMUM EDGE DISTANCE ARE INDICATED ON THIS SCHEDULE. FOR E.D. LESS THAN. INDICATED ON SCHEDULE R€OUCE 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 LEBS THAN MINIMUM SPACING INDICATED FOR EACH ANCHCR TYPE ON THIS SCHEDULE. ANCHOR TYPE 1/4"e. 1/4'0 TAPCON PANELMATE PLUS MINIMUM. ANCHOR SPACING (iiij 3- 3 *MINIMUMEOBE Comet. (;r,,) 3 3 DISTANCE(9.0-f Concrete BIeeH (in:) 3 3 1/2 ACRX EDGEMANGE (EC()_ FACTOR 11/2' 035 - 2 1/2' 0.91 - 1.00 WALL MOUNTINGS SCALE 3/8=1 11 y/1/111///lam FLORIDA BUILDING CODE (Non High Velocity Vurricone Zone v ' % 02015 IXTE00. INC. F.R,L. 24 GAGE GALVANIZED STEEL STORM PANEL DRAWN Br: 15 GLOBAL PROTECTION PRODUCTS, LI,C. °3DATE,. %- ATE: K TIL N TESTING h ENGINE mR COMPANY 4800 S.W. 51 STREET TJ55 N.W. J ( U Sfe .ta; N.: cA4o01S a JS16a DAME, FL. FAX: ( i S—Q22 ,• •tom.` Ohen.. (JOS) eT 1 (BRAS) e�1 Wr PHONE_ (954)689-7545, FAX: (954)BB9—B]9] / 4! TI.es: e. ocserma wn ay. w oewnax _ [ nc DRAWING No: OA ' 91 WALTER A. LL? P.E. n0 ra'ce> �[Yr 1 11 [ SHEET 14 OF 16 INSTALLATION DETAILS FOR LIFE SAFETY PANEL INTO WOOD STRUCTURES ,, IrTT YI, 7., WOOD HEAD€R.. '� - WOOD HEADER I WOOD HEADER WOOD HEADER REQUIRED I REQUIRED REQUIRED / REQUIRED. -- I i/4"O TAPCON ��I 1 4'0 TAPCON 1/4"O TAPCON / 1/4"0 TAPCON ANCHOR 0 A" O.C. /� \ ANCHOR ® 9". D.C. \ • ANCHOR ® 9" O.C. % \ i J ANCHOR ® 9" Q.C. /2 r II \ \ i-0 of \ t/2" 1/4" \ t/z` 1 a /z' /a / t/2' 1/4" MAX. MAX.' 1AAX \` 12"\.�^ I- I\ 2" I I I /2, / i vxr m-20- If II. I I I 1 1/4•m-II I II I I I I S.S. BOLTS W F /' II , 4.0-2Ox1" AP 11 1 11 - DOLTS W S BOLTS W 1 EXISTING - AT EXISTING s. DOLTS w / AT FA. avoTu. CLASS - I I nTS.D1B0LD � EXISTING GLASS EXISTI�, I 1 I If I I A7 FA Gnaw+ n,-----�-y/ (usE FOR PA•EL GLASS�tI I I n4P4qLENaHi (trsE FOR PANEL GLASS II L6NGn4 (ATR Y-6-) II it OVER r-6-) II I I( I I II I "L" MAX. II I I II I -L" MAX. I I - PANEL LENGTH. If I 8—_�; PANEL LENGTH If _ "L" Max. 6'ON L" Max. 8 (SEE ELEVATION 11 I PANEL LENGTH �� J (ONESHEET A 12)IfII I I SE EL ELEVATION LENGTH II 1 I ' SEE ELEVATION II I I UN SHEET 72). (SEE ELEVATION 11 "�— I I ON SHEET 12) IUI� i I I II 1 L 1 ON SHEET 12) !I I I 1 ` 11 1" Min. 1 I n -._ II-<� IN SEPARATION— --- II 1 •, Min. I I _ .__. 1 -.I II TO GLASS. __. ( ' _. II I I - -._ If—�SEPARATIOfT- — rJl _1._ __:L- - _ ___ 11 1' Min. 1 I .; II 1" Min. 11 TO GLASS. i i L/2 II ---SEPARATION I I II I I I II TO GLASS. I 1 II I It'• --SEPARATION I 8 i I U ( I 6" nn—__ _u nn I i L/2 l 11 TO GLASS. 1 1 3 e 1 I o 12-1/2• _. I �I I 0.12 ,/2" I i ° EQ, I I I Oa EQ o.c.. I' EQ, r 1 _ i I ELI I 1 EQ. 1/2" \ j4•m-20x3/4". 1 {II 1 I I S.S. HEX Hag M.S. S.S. \ BOLTS W/ �. I ® 12 1/2 O.C. E0. \ 4•0-20x3/4. -'--\ 1, ' I 4 2"x4"' WOOD I I IS.S. s w 1 B M.S. ® BoiT \ `I PLATE \ I I i I 1, ` 0 12 ,/.G. 1 4"0 TAPCON (,,-. I ` hI 1 4"4 TAPCON REQUIRED , 1 4"0 TAPCON 2' x4' WOOD f !!I ANCHOR 0 9" O.C. ANCHOR 0 9" O.C. I ANCHOR ® 9" O.C. PLATE D \ I� I ` STAGGERED W/ STUD \ ' STAGGERED W/ STUD I 1 C O R0TAPCON" 2"x4" WOOD \ f� I 2"x4" WOOD 1 I 1 ANCHOR ®9" O.C. 1- n PLATE \ i n I PLATE \ I 1, -1, REQUIRED -1 .... - REQUIRED ALTERNATIVE R-1AW ALTEI,A VE R_ ALTERNATIVE R-2AW ALTERNATIVE R-20W REGULAtY PANELS @ LIFE SAh ETY PANEL ® REGULAR PANELS 0 LIFE SAFETY PANEL WALL (MOUNTINGS WALL MOUNTINGS SCALE 3/8-1'* d/f'iiiiii SCALE 3/8=1" TI(��`= FLORIDA BUILDING CODE (Non High Velocity Hurricane Zane) NOTES:�JENS� zots TnTEco INC. 24 GAGE GALVANIZED STEEL STORM PANEL DRAWN t. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN03/12/15 PRESSURE RATINGS (p.s.f) AND PANEL LENGTHS AS IL E C O iNe. GLOBAL PROTECTION PRODUCTS, LLC. DATE; PER ELEVATION ON SHEET 12. ///j^J 4800 S.W. 51 STREET 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD * I(..iy-(r OF 7•� q 5 N.W.ESTING @ ENGINEERING COMPANY DAVIE, FL 53114 . '� D I/11 C i v aTiL N..wcr. sL, s..EN I�NANEE ING C a AMIS$NY 15-022 MEMBERS TO BE SOUTHERN PINE N0 2. W/. SPECIFIC (� e' Pn.".: (ms) mr rsw . F (ms1 an-rssr PHONE: (954)689-7545, FAY: (954)669-8797 S e-mma rwacmodeom DRAWING No - DENSITY OF 0.55 OR EQUAL. ", 'q1 f0-0006719 .. °�°"'�' °"� w. "• Cox. v,A ":P �� 1' WALTER A TILL? Jr., P.E. r as 13-.7 rLr , - TIHEET 15 OF 18 . 14 FLORIDA Lie. 44767 r - -1 . I I- 's'siesFrFAdN INSTALLATION DETAILS FOR LIFE SAFETY PANEL(j) INTO WOOD STRUCTURES IIWOOD HEADER REQUIRED / 1 4"0 TAPCON \. \ ANCHOR ®9" O,C / \ 2 j 1/2" 1/4" MAX. —1 / Min. I I ;TH 'ION 12) L ERNAT V R�-3AW ® REGULAR PANE15 WALL MOUNTINGS SCALE 3/8.=1" 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D.. DESIGN .PRESSURE RATINGS (p.s.f) AND PANEL LENGTHS AS PER ELLVATION 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. 1 I /R I I 1 1 1/4'7-20ai" II VS1. soLT5 w/ 1 OVERLUP �I i. GXLASSIS II —'-1 II 1 I "L" MAX. PANEL LENGTH (SEE ELEVATION II I 1. ON SHEET 12) _ � � II 1' Min. O I!-- SEPARATION —�� 11 0 GLASS. 17. 5 ED. \ . 11i I 0 12 7/7- O.C. ll EQ. 2"x4" WOOD '. PLATE' REQUIRED 1/4% I PANELMATE PLUS ANCHOR 0 12 1/2" O.C. h ALTERNATIVE R-3BW ® LIFE SAFETY PANEL 6/I6IIlN/JJ�iJJ �. i 1 A. rr( DER FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 92015 T[TECO. INC, 24 GAGE GALVANIZED STEEL STORM PANEL F.R.L NO—`—"-- owwN e5 GLOBAL PROTECTION PRODUCTS, LLC. °'DATE1 L TE C O 1 / OF 'A. :'t� 44 ' F`Q 4800 S.W. 51 STREET DAME, FL. 33314 PHONE: (954)869-7545, FAX: (954)6B9-8797 TILLIT TESTING & ENGINEERING COMPANY N.W. Jsf St, 51<. ]°£ v,RclNu GR°OY R. S1166 Fnans : (.ms) !lr-r= f : (=) 6n-rslr 15-022 oP v . - e mo3: mV«eOwecam DRAWING No: a.: x. rcscemox u¢ xv. w owxrrox are (y2 I�? �_ 7O A1Y\� y"��,Ap' .f ltlt EB-tl006719 W ALTER A. rTILLIT Jr.,a P.E. " r an rJ-an rLr . _ _ SHEET 16 OF 16 #14X1" ® F�CH OF 7 JJ_L�L1J-LlJJ1L.LJJ_L�' JJ.LLJ L1_l1LLJJ_LLJJ1LrLJJ_LLJJ SEE NOTE 4 - 3 " Max. - " M 1Min. S1 SEE 7 W710 SEE " Min, NOTE 3 ANCHORS NOTE 3 -"(SEE SECTION EZ1 & ALTERNATIVE. EZIW ON SHEET 18) EZ1/18, EZ1W/18 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL CD SYSTE SCALE: 3/32 1;, 111119 w a N. LAST PANELQ7 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. 0„ (2). END PANELS SHALL ALW YS BE CONNECTED TO BOTTOM TRACK X. OTHERWISE A STOP BAR 9 SHALL BE PROVIDED AT TOP OF SUCH .ENGTH PANELS. 0.0 P.S.f. (3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION SHALL CONSIST OF-.1/4"O-2Os3/4" M.S. W/ 7/8"Ox3/32" WING NUT OR11/4"Wx3/4" Min: THUMBSCREW INTO TAPPED BOTTOM TRACK. LOCATION OF FASTENERS MAY BE AT EITHER OF TWO EXTERIOR FLAT FLANGES OF END PANEL. OF "L°__ _(4). IN_CASE THAT END PANELS --- ARE NOT CONNECTED_ TO BOTTOM_ MAX. TRACK (i.e. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO 1 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. t INSTALLATIONS ONLY VALID FOR WIND SPEED UP TO 170 m.p.h. AP FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone e ®zofs RLTECO, INC. 24 GAGE GALVANIZED STEEL STORM PANEL oRAwN er: {L ECO�H�. GLOBAL PROTECTION PRODUCTS, LLC. /12/15 °3ONIE 'a 4800 S.W. 51 STREET DAME, FL. 33314 GA,E: TILLIT TESTING & ENGINEERING COMPANY r4 WJ3 M.M. MA. V.. Sfa JQS VFGWM GuOFIS M1 37161 (30.S) on-rsar PHONE: (954)889-7545, FAX: (954)689-8797 15—D22 11' �— 11 e-ma9; 6RK"OceEn,n EB-GILL" °PAWING No: T: xe 0[SMINN MrF RV. iM1 Otic I % CALF r ma 13-067 /17/1 I SHEET 17 OF 18 _ WALTER A. RLLIr ✓c, P.E. FLORIDA Lie. 44J67 r M71rf Va/n 1 f EXISTING POURED CONCRETE OR '� 1/4"0 TAPCON CONCRETE BLOCK ANCHOR ® 12" D.C. l REQUIRED.. ✓J SCREW.®. 3 4" FROM REQUIRED y 1"-SCREW ®IX 4� ROMK. 1/4"0 TAPCON j 1 "'1 j.1 ti 14x1' HEX HEAD TEK WOOD HEADER / 1 1 R ANCHOR ® 12" p.0 jj EDGE OF - r�y� EDGE OF !, 9 9 E D%//'�%' 1" � M/in. 1/2 I I 1/2 ,!� ✓i 1 1/4^0-zoxl" H I tJ+•a-z0xr - it S.S. SOUS W I II I S.S. BOLTS W 1 II 1_. - 1 a 5 1/4' OC. AT __.II__ I. 1/2" AT FA 11 1 1/2" (2) PER PAVEL II 1" Min. 1 1 If t" Min. II' -SEPARATION 1 3/16"0 EXISTING I�SEPARATION 3/i6"0 EXISTING 11 TO GLASS. I — ALUMINUM POP TO GLASS. ALUMINUM POP GIRSS-'�11 I ' RIVET GLASS II RIVET. 1/4"0-20x1• _� ' I 6.-O, MAXI S.S. BOLTS W 1 �, I. MAX. IF I I AT EA o.TSIAP� if I 1/4.0-LTS 11 7 PANEL LENGTH 'k ATS�BOL� N 1 1 l PANEL LENGTH # II 1 ' Mm. If II -SEPARATION I I' I I 11 1" Min. 1 1 1/4"0-20x2" 50% It- -SEPARATION I THUMBSCREW II TO GLASS. I I II TO GLASS, I OF "L" II 1 1 4"0-2Ox2" OF L".. II 1 1 ' 1 THUMBSCREW II. EI j/ I EQ. 1/2" mm. I 1iux. 7 -(7 I _1/4-0 TAPCON ANCHOR ® 12"..D.C. ., 1 /4"0 TAPCON _J lit 2"x4" WOOD ANCHOR t0i 1 Z" p p ��' ;. EXISTING POURED LATE CONCRETE OR ; 1 REQUIRED CONCRETE BLOCK REQUIRED. WALL MOUNTING WALL MOUNTING SECTION- EZi ALTERNATIVE EZiW SCALE 5/8-1" SCALE 3/8=1" 1 I1 I Ij1I/u/u!.!!� A. TIQ12Zone) ' d t FLORIDA BUILDING CODE (Non High Veloc ty Hurncane MIN. PANEL LENGTH •, •� u2015 RLTECO. INC. 24 GAGE GALVANIZED STEEL STORM PANEL F.R.L SHALL BE 2'-6" $, :: OuwN BY: 11 Nn dN.LLY/- .7 GLOBAL PROTECTION PRODUCTS, LLC. 03/12i15 DAME: 1 J' -G22 TILLIT TESTING d ENGINEERING COMPANY ]]f66 Y„.: 4800 S.W. 51 STREET DAME, FL 33314 a ,[T t� 4 -i /,. : (mil �E " 5]93 5f, Sb .10% WPOEHS I Fron.: (]obl e71-.0 (]as)!lf-ISJI PHONE: (954)609-7545, fAx: (954)689-5797 • V 6' a-mv3: n'kGOOcdrom ,�, N,p yrt nv. w oewman Dfrt DRAWING No: EB-0006719 WALTER A. 7/LUT Jr.,. P.E. ��P. ,QFAL• KKNRTRE s I(1 f 1]-0'l f�1 SHEET 18 OF 18 1' FLORIOA Ile. 1 44167 ! - - • - -