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HomeMy WebLinkAboutEngineering GENERAL NOTES MUD FOR REGULAR. I SAFETY&F HANG STORM P N M: (C)!21EI ISTING WOOD (MIN SPECIFIC GRAVITY G= 0 55 MIN 1; 1• STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE - 7/4"0 TAPCON ANCHORS,AS MANUFACTURED BY I.T.W. fiUllDDf, INC. WITH THE 2014(5th EDITION) OF THE FLORIDA BUILDING CODE.THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH - #14-10 PANELMATE FEMALE ID AND PANELMATE PLUS ANCHORS,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. VELOCITY HURRICANE ZONES(MIAMI-DADE/BROWARD COUNTIES). - 1/4"0 LAG SCREWS PER IT.D.S. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE. FOR A BASIC WIND - 7/16"0 x 5/8"WOOD BUSHING, AS DISTRIBUTED BY ALL POINT SCREW, BOLT&SPECIALTY CO. SPEED AS REQUIRED BY THE JURISDICTION WHERE STORM PANEL-WILL BE INSTALLED,AND FOR A DIRECTIONALITY FACTOR K0=0.85, USING ASCE 7-10 AND SHALL NO EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS C.1) MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL BE 1 1/2'AND 2"FOR ELCO PANELMATE PLUS 3, 9 THRU 12 & 17, 18. AND PANELMALE FEMALE 117. IN ORDER TO VERIRY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.•DESIGN'PRESSURE RATING BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX. (A.S.D.) C.2) MINIMUM THREADED PENETRATION OF LAG SCREW, INTO THE WOOD FRAME UNIT SHALL BE 1 1/2". NO THREADED DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3, 9 THRU 12 & 17. 18. PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION. -IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER STRESSED,A'337. INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS MI USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN C.3) MINIMUM EDGE DISTANCE OF LAG SCREWS. INTO WOOD SHALL BE AS INDICATED IN THIS DRAWING ACCORDANCE WITH N.D.S:2012. STORM PANE('S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF C.4) MINIMUM PENETRATION OF WOOD BUSHING SHALL 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 WALLS WITH NO STUCCO. PER SSTD 12-99 &ASTM E 330-02 STANDARDS.AND AMERICAN TESTING LAB SOUTH FLORIDDANCE REPORT#1123.01-10 E PER C.5) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING TAS-201 AND TAS-203 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. FLORIDA BUILDING CODE. ANCHORAGE SHALL BE AS MENTIONED IN CA), C.2) &C.4) 2. ALL ALUMINUM EXTRUSIONS TO BE 6063-TES 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-Hi4 ALLOY. 8. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 1 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®&Q SHALL NOT BE USED. STEEL DESIGNATION W/FY= 92.2 ksi (AFTER ROLLED). 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN ATTACHED TO INSURE PROPER ANCHORAGE.THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME 50018 W/50 kst YIELD STRENGTH AND 90 ksi TENSILE STRENGTH AND SHALL COMPLY W/FLORIDA BUILDING CODE_SECTION BUILDINGS. 2411.3.3.4. 10. EACH REGULAR STORM PANEL.WITH LENGTHS OVER 907.AS PER SECTIONS 1.2. 4.5.6 AND ALTERNATIVES 1W;3W&4W ON 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL. OR AISI 304 SERIES STAINLESS STEEL, WITH 36 ksi MINIMUM YIELD STRENGTH. SHEETS 4. S. 6& 7 RESPECTIVELY; SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR TENANT TO 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 co c THE BUILDING TO PREVENT WIND/RAIN INTRUSION. - 1/4 0 TAPC S MANUFACTURED BY I.T.W. BUILDER. INC. (Min. Vc=319g p.s.T.) 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. Min. x 3/4"300 SOLID-SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW, BOLT&SPECIALTY CO. 13. (a)THIS PRODUCT EVALUATION DOCUMENT E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION (Min. T'c PANEL p.s.i.) FOR A SITE SPECIFIC PROJECT;i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. - #/01 ZAMAC NNl1N ANCHORS,ASPMANE FAC1i1R OSB�POWERS�STENERS�NC� ��O CONSTRUCTION PRODUCTS. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT A.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4'; 2"FOR ELCO PANELMATE AND 13ASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. 1 3/4"FOR ZAMAC NAILIN ANCHORS. CONSTRUCTION SAFE=TY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. A.2) CALK-IN &SOLID-SET ANCHORS SHALL BE EMBEDDED 7/8"INTO THE POURED CONCRETE. NO EMBEDMENT INTO (c)THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. STUCCO SHALL BE PERMITTED. 1/4"0-20 SCREWS USED SHALL BE 1 11/2"LONG MINIMUM 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 SCR[WS 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 RED. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON'THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. EXISTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. (a) THIS P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ANCHORAGE SHALL BE AS MENTIONED IN A.1) AND IN A.2). ENGINEER OF RECORD THAT PREPARED R. (B)TO EXISTING CONCRETE BLOCK WALL ASTM C-so: 14.SHUTi}:R MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM - 1/4" 0 TAPCON ANCHORS AS MANUFACTURED-BY I.T. W. BUIL.Ot7(. INC, PANEL SHU71ER IN ACCORDANCE WITH SECTION 1710.8.2 OF FLORIDA BUILDING CODE ONE LABEL 0 x 7/8" CALK-IN ANCHORS,AS MANUFACTURED BY POWERS FASTENERS INC. SHALL BE PLACED FOR EMERY OPENING. LABEIJNG TO COMPLY WITH SECTION 1710.8.3 OF`iHE ' - 1/4"0 X 3/4" SOUD-SET ANCHORS;AS DISTRIBUTED BY ALL POINT SCREW, BOLT&SPECIALTY CO. FLORIDA BUILDING CODE - #14-10 PANELMATE FEMALE ID AND PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. - 1/4" 0 ZAMAC NAILIN ANCHORS, AS MANUFACTURED BY POWERS FASTENERS, INC. eo 0 RjT��(�)j$�.k 8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS, ELCO PANELMATES AND ZAMAC NAILIN ANCHOR, INTO THE CONCRETE ,*,��•. n c I.,'_•. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) BLOCK UNIT SHALL BE 1 1/4". �� �� ""C° 0201571t7Ec0,INC - y _ 24 GAGE GALVANIZED STEEL STORM PANEL FRL °�1m B.2) CALK-IN &SOUD-SET ANCHORS SHALL BE EMBEDDED 7/8"INTO THE CONCRETE BLOCK UNIT. NO EMBEDMENT INTO '41 STUCCO SHALL BE PERMITTED. 1/4"0-20 SCREWS USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO EXIST. .,�,• t L f� 03"�16 AND 1"MINIMUM FOR WALLS WITH 140 STUCCO. GLOBAL PROTECTION PRODUCTS_ti !� G\r®INC. , LLC. DaSe ��n'�� O�' �;•O` TILL?7ESNNC&ENGINEERfNG COMPANY 4900 S.W.51 SIHEE7 ', ✓"' �„�. alts H...3,u.W.W.3n zgam,/A=n ale, DAVIE.FL 73314 B.3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND ON THE w;r,t'J'. '�0,9itla•;.�<R!w Fnm,r(PCSJa,r-rzw.r r(sas�,n-rvr PNON�•(954]689-75W.FM(954)BB9-8797 15-022 EXISTING WALL,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ';•'Z'�'•• 0• •-• ���� ANCHORAGE SHALL BE AS MENTIONED IN B.1)AND IN 8.2). �7e�PfrcE r i >'ap�jS' Ee-°0o671e �"• °6Oi'1°" ° •N•�• m®nc, DRAWING Ho: 1'A wAUEx A. I✓a,P.E , ao rP•,,, Y, ERORI°A Ila fe 44/57 SHEET 1 OF 16 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) ;193" I/4"m 10x3/a' CL ,250" .750` S.S.SND RIVETED 1.350"- 1.3 O' 1 1. 0" f p11OB6",T" -125" TO 012ANGLE®8 D.C. 1.350" 00' .1 (U®12 1/2"O.C. � [ � 17.500" 0' (UAY BE REVLI1SfD) .250' % Cti °.024'LUN.THICK s I 3.3 5" .088. D' .888' IEMMED GALVANIZED STEEL .084" 1. 1150017 74,EDGE ASTM A653 TYP• 2.000 ,084' GRADE 80 MINIMUM HEM. �O I 2.tZ5"DETAIL AG-60 GALV• EDGE JI___ - . i- 1.500"-J I-taso" Q1 STORM PANEL taso•-I_._.__._.-._. .. ___._DETAIL A� PANELS SHALL BE INSTALLED ALWAYS 2.0°0" FROM LEFT To RIGHT W1 1/2"LED 2.587` AT END AT LEFT SIDE OF PANEL O "H" HEADER �3 "F" TRACK ® ANGLE WITH STUD PANED ENO IJP OF TOP EDGE 0.024"(Min.) W/HEMMED EDGE .375• 0.70• GALVANIZED STEEL R=0.092' .10.05" T IIA%. �� .133" 0.270' 200" 0.250' i 0.625 0.3 5" I I 0.250'0 591" HEMMED ' 1.407" 0.625' 002700' 2.250" ISOMETRIC VIEW DETAIL A '00" + .70" PANEL 15 OR -�0� ROUNOM CORNER® ENDS OF PANEL'S .133` .957" ' END UP W/HEMMED EDGE E=NR..085' 2 " (N -S 0.625 .125" ( ) 375' 250DATIM 0" Q OF F PANEL qB7" 5O 'KEY HOLE -WASHER 3.750" 072" (IYP.) 7 3105-H754 ALUM.ALLOY © KEY HOLE AT PANEL .750' 2.124" .813" rl.:375" LO9 SLEEVE 2 1/8" 1z.) 1.250" MAX. LENGTHF �P) R.775' .250" , 2.000` .193' 3.750" X48" L=.178" O 125' 2.0°0' R aabT' O7 REV. "H" HEMER ® ".U" HEADER 750" ) 1"MIN.TO 5"Max. 9@ SLEEVE 1" MAX. 2.000" LENGTH AKGLE 11 "J" TRACK tt�2 PANEL HANGER 3.000" 606E-76 ALLOY .374" aha" .zoo" (1 1OLO WIDE) 750" .082" (USE ONLY FOR E-Z HANG STORM PANEL .311" .56" f"� .470" .275" MIN. *,v >(d�l?T�01 'r SYSItM)6063-T6 ALUM.ALLOY I i• 2000• 9 @� 7.125^ .860' s<� �.• "••- a/ n. FLORIDA BUILDING CODE (Non High Yefocify Hurricane Zone) 1.°00 + & .123' �r �', MIN. (5(5 MIN. j 250 �Vt: CC .,•{ >� Orals nt7ECQ INC. F.R.L. oeB^ t.2o,' 7 24 GAGE GALVANIZED STEEL STORM PANEL (TYP.) L ?w, .050" - DRAtvN Dt: 2.000' o SEE SECTIONS (.250" M ; L MI"' , c3I/��r/ IL O 1Nc. GLOBAL PROTECTION PRODUCTS, LLC. 03/ 15 .204` :.(}• STRCIE 0 •�o�K, 77WT TEWNG E[ENGWfNYSEEWRING CONPANY 480°SNL 51 STREET H " ff " .�r�'' �' ,,��' RSsAw (76.!)m Imo.f-(S0.$)NI-19'f PHONE:(954)699-75{5,FAX'(954)689-8797 15-022 13 BUILD-OUT E.FL 33314 F 14 BUILD-OUT F TRACK 15 r1c 5A WASHERED'WINGNUT ,��'•. C0111O ;+ems ,..I� �, TRACK ANGLE (zAMAC 3 ALLOY) `rfrr -yam cq-0006719 x• dR xn w o� „x DRAv9Rc Na 17�('{�I'�7G�N4� WatTER A nIEIr Jr,AE r ata n•ae7 z-7 a '�t✓�. "V'7'n,•' .'1� ILORIDA Uc 44167 a SHEET 2 OF 19 MAXIMUM ASD DESIGN PRESSURE RATING AND CORRESPONDING MAXIMUM SINGLE PANEL Cid LENGTH "L" SCHEDULE ONLY FOR REGULAR 2/4 STORM 1/4, 3/4, 4/5, 5/5 & 6/5 _ ANCHORS(SEE SCHEDULE ON 1 W/6, 2W/6, 3W/7 & 4W/7 PANELS INSTALLATION INTO POURED CONCRETE: CONCRETE BLOCK 8c WOOD (T). 3"MAX SHEETS 9, 10&11) 3"MAX SINGLE PANELSO UNRESTRAINED SINGLE PANELS i RESTRAINED AT EACH 1"MIN. 1"MIN. AT TOP OR BOTTOM END WITH TRACKS D A Q. &D O� D M".O O ® rT,--1-r r-1- -r-r7=-r-r-rT r T--(-7-r-r7-T-r-1-T SVIYH TRACKS OR n� DIRECT MOUNTED AT EACH END ^ MAXIMUM PANEL LENGTH MAXIMUM PANEL LENGTH lPJ 13 or® OR "L-" (ft.)0 "L+" OR "L-" (ft.)0 MAXIMUM AS.D. CONCRETE&WOOD MAXIMUM A.DESCONCRETE&WOOD Y; IGN PRESSURE INSTALLATIONS t PRESSURE RATING INSTALLATIONS t � (p.s.f.) (+or-) L+ L- (Ps.f.) (+or-) L+ LUA. - N 20.0 12'-0" 12'-O' 20.0 14=-4' 13=0" 250 12'-0" 11'-�" 25.0 JO.0 71=B' 10=9" 30.0 1'I'-8" 70'-7- L�E 35.0 f0-10" 10-o" J5.0 10-10' 9'-9" UNBOLTED PANELS .BOL20x1"X0.0 70�1". 9-4' 40.0 9'-6" 9=2` (SEE SECTIONS AS S.S. A OVERLAPAPPUCAGLE) (SEELE) 450 9=6' 8'-9" 45.0 9=1' 8'-7' 50.0 9=1" B-4" 50.0 B'-7' 8'-2- 55.0 8-7" 8'-0" 55.0 8'-3' 7'-9' NE 60.0 81-31 7--7' 60.0 8'-0" 7=5" 65.0 a,-o' 7'-4" 650 7=8' 7-2" 70.0 7-B' 7'-0" 70.0 7=5' 6=11' D.M.. 750 7'-5' 6=10' 75.0 7'-2" 6=8' -10 - - -'--- 80.0 7-2" 6'4" 80.0 7'-0" 6-5' @ Or@3'MAX 3'MAX 85.0 7-0" '6'S' 85.0 7-0' 6'-3' 1"MIN. 4 1/,}, 3�4., ¢�5, 5�5 & 6�5 1'MIN. 90.0 6- 29" 6'-2" 90.0 6'-9' 6=1' / 1W/6, 2W/6,, 3W/7 8C 4W/7 95.0 6=9" 6'-0" 950 6'-7' 5'-10" ANCHORS(SEE SCHEOULE ON SHEETS S. 10&11) 1006 165.0 6t--J' 5-7• 6 105.0 6 REGULAR STORM PANEL n ELEVATION =J' 5-9' 105.0 S 6=J' -4" 110.0 - 5-7' 110.0 - 5=7' 2.687" N.T.S. 1/4"Mm.GAP 7150 -- 4=10" y (MIN.OVERLAP-1 WHOLE VAL" 119.6 5'-5" 119.6 - 4'-B' MINIMUM SEPARATION ULE1/4" MAXIMUM WIND SPEED 6140 mhN T WIND PEED>O GLASS D 140 m.p.h MAX.CAP SECTION A-A 1' PANEL LENGTH N.T.S. O°) UNRESTRAINED RESTRAINED UNRESTRAINED REST .NED NOYES: 30 OR LESS 1' 1" 6' 6 1/4" 13(1)L+:MAXIMUM ALLOWABLE PANEL LENGTH FOR A GIVEN POSITIVE A.S.D.DESIGN LOAD. L-:MAX.ALLOWABLE PANEL LENGTH FOR A GIVEN NEGATIVE A.S.D.DESIGN LOAD. >33 TO 90 1" 1" 7 1/2' 7 1/2" (2)PROCEDURE TO DETERMINE MAXIMUM PANEL LENGTH: GIVEN A POSITIVE A.S.D.DESIGN LOAD,DETERMINE MAXIMUM PANEL LER07H"L+°FROM SCHEDULE IMUM >90 TO 145 1' 1" 7 1/2' 7 1/2" GIVEN A NEGATIVE AS.D.DESIGN LOAD,DETERMINE MAXIMUM PANEL LENGTH'L-'FROM SCHEDULE FINAL MAXALLOWABLE PANEL LENGTH IS EQUAL TO THE MINIMUM DETERMINED PANEL LENGTH 5745 TO 169 1" 1" - 7 1/2" BETWEEN 'L+"AND'L- .(4).SEE SCHEDULE BELOW FOR MIN:PANEL LENGTH FOR-POROSITY QUALIFlCATION. MINIMUM PANEL LENGTH (in) FOR A GIVEN MOUNTING CONDITION t INSTALLATIONS INTO WOOD ARE UMTED TO 195 p.s.f.MAX.AS.O.DESIGN PRESSURE RATING BIRD-OUT BUILD-OUT * SEEV3 'Q �''1. FOR MAX.AS.D.DESIGN LOADS&MAX.PANEL LENGTHS FOR U. 1.5"X1.5' 'p t,I�S/*/ ANGLE S� Q ', 4W9RFT•QpA(i IS USED. BOTTOM TOP MOUNT HEADER HEADER ANGLLE TRACK CLIOSURES CLWOSURESK 4 ! N v _ nr S �0 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) DIRECT MOUNT 46 32' 32" 35" 55" 50" 50' !O4) Q 02015 1717=INC. FORMIAIIN .RL *! 41f324 GAGE GALVANIZED STEEL STORM PANEL 4 1.5"X1.5'STUD ANGLE 35" 32" 32" 32" 42" 38" 36' BM°F"TRACK 55' 32" 32" 42" 67." 60" fi0' �"� IL � ®LNC. GLOBAL PROTECTION PRODUCTS, LLC.BUILO-OUT"F'TRACK ANGLE /W 10CLOSURES 50" J2" 32" 38" 60" 56' 56' "r, . 4TILLIT TE4800 5.12 51 SIREEF 0 BU LD-OUT"F.TRACK , _ .... .urn. DAME.FL.33314 W SLOECLOSURES 50° 32" 32' 38" 6D" 56" 56' ''7y/17 ��C`�t" a`e0cI't°3I°7r ( J yr-rs1/ PHONE(954)669-7515,FA%:(954)669-8797 -022 ^,:,9 a,v.w ooneror o,¢ ,n.w 000rtuv ort DRAVIING N.: PEJO Aj�7�h� E8-0006719 Oro n-a, ry , I1 'y{$F+ wacrm A.RWr✓.,P.E. - . FLORIDA Ge.Ig 44167 ° SHEET 3 OF 18 INSTALLATION DETAILS FOR REGULAR •PANEL n INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES EXISTIN$POURED CONCRETE EXISTING POURED CONCRETE OR CONCRETE BLOCK OR CONCRETE BLOCK j REQUIRED. RE CONCRETE ANCHORS CONCRETE ANCHORS QUIRED. (SEE SCHEDULE ON (SEE SCHEDULE ON SHEETS 9 THROUGH 10) z SHEETS 9 THROUGH 10) Z' EXISTING NRETE OR CONCRETE B � LOC< 1/4-a_ I- 1/2" 1/4- 1/2• 1/4+ REPUIRED. 3 . yam WJD BOLTS MAX • CONCRETE ANCHORS �� nV I (SEE SCHEDULE ON E I E. 1 I SHEETS 9 THROUGH 10) j I I I j I I 1 [q 1 I I II I I I I t/4`4-gnat' If. t/4 o-sB n' Min. mss.a LTS w 1 n. s.s.eOUs w.t E). I I SEPARATION AT FA II SEPARATION AT FA I I �.---- TO GLASS. I (�ft FOR PMS _II TO PLASS. I 1 (05t:FOR P•wO- I I I EXISTING (SEE SCHEDULE I texw o,Tft Y•-6� "L"Moa 1(SEE SCHEDULE I I tF11G11t oust Y-s7 I I GLASS ON SHEET 3) 1 PANEL LENGTH II ON SHEET.3) I I Min.SEPARATION I I I I I 1 (ON SHEET 3)SEE E II I I I T TO GLASS. I 1 `L" ax. CONCRETE ANCHORS PANEL LENGTH --I(SEE SCHEDULE I PANEL LENGTH (SEE SCHEDULE ON (SEE SCHEDULE I ON SH 3) (SEE SCHEDULE SHEETS 9 THROUGH 1 1 I I II 1 ON SHEET 3) ) ON SHEET,3 5 7.IEXT 1 I OF"L" CX1A.S5—jl 1 I 1 EXISTING I ( I I GLASSnl 1 E• 13 I I t 4'o EX HEW BOLTS ME// IOPD�" Lw 0 6 1/4•ooIAAX. I I R• I E / I I / 72. E. i. EXISTING POURED CONCRETE OR I I® 12 1/2"O.C. 1 (0.S APPLICABLE) I 1 4xt'HOC WA4IIef HEAD CONCRETE BLOCK 1 1 CONCRETE ANCHORS I w BUM)EX TEX SCREW 011 I J t/4'-aO.t'ss.ITS.w/Nur REQUIRED. (SEE SCHEDULE ON- f 1'Mtn. o t2 f/a'OA SHCETS 9 THROUGH 10) I ALTERNATE W1 to ONLY WHEN SCUD LEG LOCATION CHORS ,4, ARE USED&CALK-(N WHEN EXISTING POURED CONCRETE BANELMATES ANCHORS OR CONCRETE BLOCK ALTERNATE CONCRETE EXISTING POURED CONCRETE CONCRETE ANCHORS ARE USED. REQUIRED. ANCHORS OR CONCRETE BLOCK REQUIRED. STAGGERED W1 SND ' (SEE SCHEDULE ON (SEE SCHEDULE ON SHEETS 9•THROUGH 10) SHEETS 9 THROUGH 10) BUILD—OUT MOUNTING WALL MOUPITING WALL MOUNTING / DIRECT MOUNT SECTION 1 SECTION 2 SECTION 3 SCALE 3/8-1" SCALE 3/8-1" SCALE 3/8=1" f. 'LICE i FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) ^� JV0 4 F '; µ 02015 RL700 Nr 24 GAGE GALVANIZED STEEL STORM PANEL �. _ DRAWN Br NOTE FOR COMBINATION OF SECTIONS: - """�� E.D. = EDGE DISTANCE ^�' r II ITE C►®L Nc• GLOBAL PROTECTION PRODUCTS, LLC. 03o 1s (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE "`�'• �• 'U :• �•+- TILUr TESTING&ENGINEERING COMPANY aeonsB.Sf STREET SHEETS 9 & 10) COMBINED IN ANY WAY TO SUR ANY 0D �2. mss N.W.J'a 54 sm.rat tremnt affiv s n WISS DAM FL 63514 INSTALLATION. V ID� f Air r tmf)eT!-rsw•!m:E1ns/en-1571 PHONE:(954)669-7549,FAX:(954)689-6797 15-D22 9..L�ri::••..•.•• Lai .,�xcr�G Ea-0006719 rxv.w ten" one m.w mwmx erR DRAWING Na: •1YeFy IG `{flA�iE WALTER",.,5 Jr.,P.E aO ri-w>' yr 1Hldl LLt61ELt F10RIOA 44!67 SHEEr 4 OF 18 INSTALLATION DETAILS FOR REGULAR PANEL (D INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES ALTERNATE CONCRETE ANCHORS LOCATION CONCRETE ANCHORS SEE SCHEDULE ON (SEE SCHEDULE ON EXISTING POURED CONCRETE SHEETS 9 THROUGH 10) EXISTING POURED CONCRETE SHEETS 9 THROUGH 10) OR CONCRETE BLOCK OR CONCRETE BLOCK REQUIRED. LTERNATE LEG REQUIRED. EXISTING POURED ED' LOCATION CONCRETE;ANCHORS CONCRETE REQUIRED (SEE SCHEDULE ON SHEETS 9 THROUGH 1 2 t/4'x1'HIX WAs�FIt HEAD 1/4' 1/4- 11 MAX' CONCRETE ANCHORS I z'axt'ss.us.)v/Nut AX /2"O.C. R 1 (SEE SCHEDULE ON 1/z. 1 11 1 I SHEETS 9 THROUGH 10) I I I 1/4'0-20x1' E. 1 ED. 1 S.SHEX HE1D DOLTS 1 I I 15 Q 8 1/4.0.4 /// .17 IXISTIV.jj � j 1 � E 1 PANEL LENGM GLASS O 1 I '� E. I 1 (SEE SCHEDULE II 1 I t a c-20x7" % 3 I Min I I I ON SHEET 3 II I Ss.13OLTS w� SEPARATION I I I &RSCHEDIR AT SL Oh78/P _ I TO GLASS• I ON SHEETS LE Ng FOR P 7' Min. TION TO GLASS. I t/4a 70x7' SEE SCHEDULE I I t 4'0-20 1' ( I I 1 s3.BOnS W I 9&10 FOR ��a.FR 7'-67 'L"Max. --� (SEE SCHEDULE ON �•- i I ssADG�� 1 ON SHEEP 3) I I FA Ge>w SPACER 11 I I PANEL LENGTH SHEET 3 (USE FOR PANEL 1"Max. L�FDR PNtL (SFE SCHmULE Umm OVER 7� PANEL LENGTH E 1 IFHOEFI(NR 7-67 I II SEPARATION 1 I ON SHEET 3 IXI511NG�)1 (SEE SCHEDULE IXISiIt(�I I II' TO GLASS. 1 I 1 CUSS �l ON SHEET 3) GL/SS ((SEE SCHEDULE . I I J. I I R ON SHEET 3) i ; 5 % E 1 I I OF 1" / OF"L" 1 I MAX. 1_i I I MAX � I I 1 1 1 I I I ®72 /2"O.C. E. . 1 I. I E: SPACER_ 1 OF V 1! 1 1/2• LENGTHI I MAX' 11 I I t a'0-20xr _ _ I FAI II ss NEx HD DOLTS �— _---_— 16� I I CONCRETE ANCHORS "do o e 1/4"D.C. CONCRETE!ANCHORS '---- I I I EXISTIfPOUR (SEE SCHEDULE,ON ,4, (SEE.SCHEDULE ON CONCRETE EDGE OF WALL OR SLAB SHEETS 9 THROUGH 10) REQUIRED (ALT.CONDIRO SHEETS 9 THROUGH 10) 9 2 1/8"LONG MAX.ALUMINUM _ N) /4 IXISEING POURED CONCRETE SPACERS 0 6 1/4"0.0.VALID FOR CONCRETE ANCHORS •\ OR CONCRETE BLOCK EXISTING POURED CONCRETE LENGTHSESPERDIGNOAND ADS SHEET 3.PANEL (SEE SCHEDULE ON REQUIRED. OR CONCRETE BLOCK SHEETS 9 THROUGH 10) D. REQUIRED. 12 11/.LONG/2'O.C. (SEE MTABLE#1INUM ON SHEETS 9&10.) CEILING AND FLOOR MOUNTING BUILD-OUT MOUNTING WALL MOUNTINGDIRECT MOUNT W SPACERS n OR SECTION 4 SECTION 5 / SECTION 6 , SCALE 3/8=1" SCALE 3/8=1' SCALE 3/8=1" �a''apeal`�soq ( 14(!.4 FLORIDA BUILDING CODE (Nan High Velocity HurrIDOne Zane) _ N0 Q�t f6i mzars nc7Eca rNa Y4 GAGE GALVANIZED STEEL STORM PANEL -ILL Bp NOTE FOR COMBINATION OF SECTIONS: " DRnwx E.D. EDGE DISTANCE 03/17/ts SEE SCHEDULE ON �`.. GLOBAL PROTECTION PRODUCTS, I.I.C. DATE; ( TOP & BOTTOM MOUNTINGS CAN BE SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY r l l, •'��`�' TILUT%TING&ENGINEERING COMPANY 4880 SIR 51 STREET r- �^ I rsv, 6275 N,W..Mt Slr se..4 1fMsw GUN,=n A1aE DAWE,Fl.33714 INSTALLATION. ✓p V` tiu Peen.a(JasJ ell-1530.Pm:(m)m1-1531 PHONE(954)689-7515•WL(95{)889-8797 5-022 /d•... ar /I'TnG�N:A. r:C� •-�-GOGe ar.w -- art m o®omx me DRAWING Na P. YY;1p?7 7 Wi1LTFR A.71UfrJr.,P.E 1 aw 10— Y1 F FLORIDA Lip "IG7 SHEET 5 OF 18 INSTALLATION DETAILS FOR REGULAR PANELn INTO MOOD STRUCTURES Min, ' `. SEPARATION WOOD ANCHORS (SEE SCHEDULE ON I TO GLASS. I I 1 SHEET 11 '•""L: 1/ae-2Ox1• r—(SEE SCHEDULE :!l' ) - '•FL .� ss HEX HEAD BOLIs I ON SHEET 3) I II-- DLTS W rG 16®6 1/4.O.C. FOR PRET. •. S� I LENGTH Olfli Y-6•) I WOOD HEADER 1�` 'L x�e EXISTI 1 REQUIRED ::�' WGOD ANCHORS •��• OLASS LENGTH 1/4" (SEE SCHEDULE ON ';C I I I (SEESCHEOULE . ... ON SHF9r 1],�FOR MAX. SHEET 11) ".?: 1 @� 1 2' I I I 5 SPACER I'�` / •'£f QI •.1;:�,F•::£_SPACER 1 OF V :.. ':�`.' 1 . LENGIN 1 WOOD HEADER 2' I 1 REQUIRED 2" :ie. EQ I I I Mn. .t EQ Q' .•. I I :,."��•, I I ;(t• V MAX.LONG ALUMINUM SPACERS 0 I Min. •) 1 I I ;: 12 1/2"O.C.(SEE TABLE 91 ON I SEPARATION I I I "L"MAX• "I-,1 1 >�, SHEET 11.) 91 y TO GLASS. I PANEL LENGTH 1 I I =I. (SEE SCHEDULE I I (SEE SCHEDULE j PANEL LENGTH ON SHEEP 3) I (SEE SCHEDULE ON SHEET 3) ON SHEET 3) PANEL MATE FEMALE ID OR PANEL MATE I I t�: 1 1/40-2011• ,Y PLUS(SEE SCHEDULE ON SHEEP 11) ss.Sous w 1 ( U§E FOR EA 1 SEPARATION I EXISTING I 1 I i Ho 7•-6y EXISTING 1 TO GLASS. I I 2"x4"WOOD GLASS—`� I 1 GLASS SEE SCHEOU 1 PLATE REQUIRED n I d ON SHEET 3) I I DIRECT MOUNT W/ SPACER 1�A a * i ALTERNATIVE 2W' —4 I I I I 1 1 I 1 5 SCALE 3/8=1" ® 12 1/2"O.C. SEE TABLE//1 ON SHEET 11 FOR MAX. PANEL LENGTHS& 6 1 I OF"L" EO I MAX.A.S.D DESIGN LOADS FOR THIS INSTALLATION. 0 12 1/2"D.C. EQ 6 I _: >1 11110i WOOD ANCHORS NOTE; Q STAGGERED W/STUD '•{ �r� (SEE SCHEDULE ON 1"MIN.SEPARATION TO GLASS INDICATED SHEET 11) ON SHEET 3 MAY BE REDUCED TO 1/4" 2114"WOOD_ AS LANG AS THE FOLLOWING•CONDIhONS PLATE REQUIRED _(ACOD ANCHORS ARE COMPLIED WITH: :g. STAGGERED W/STUD t1: 2"x4"WOOD (SEE SCHEDULE ON PLATE REQUIRED (1) MAXIMUM ASD DESIGN PRESSURE ,1 SHEET 11) RATING IS+60, -65 p.sf. y (2) MAXIMUM STORM PANEL LENGTH IS 72." (3)STORM PANEL INSTALLATION IS ONLY WALL MOUNTINIWO AN EXISTING WOOD FRAME WALL . G WALL MOUNTING / DIRECT MOUNT ALTERNATIVE 1 WALTERNATIVE 2W L( INSTALLATION NsruunoN VALID ONLY FOR WIND ZONES 1,2&3 PER ASIM E SCALE 3/6=1" SCALE 3/8=1" 1996-06. OpS.4 :q�IYSblj/�fr'j NOTES*• �`'����'•.�.-.-• /�..�0 FLORIDA BUILDING CODE (Nan High Velocity Hurricane Zone) NOTE FOR COMBINATION OF SECTIONS: 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. ®aas mrEca!RG DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS C 24 GAGE GALVANIZED STEEL STORM PANEL FSA TOP & BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR jV0 ATR °mwN In' COMBINED IN ANY WAY TO SUR ANY ALTERNATE 2W') os/12/1s ���, E(„`®tNc, GLOBAL PROTECTION PRODUCTS, I.I.C. DATE: INSTALLATION. �'. S/fA _ ;' 4800 S.W.61 STREET 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD /�� 4�. rrcEN.W. y ENGINEERING COMPANY —I,FL sada •'Y'O��.F •a fM (.149)61f-ISw.fbx t(S4i)moa PHONE 954 689-7545,FAY: 95f 869-8797 15-022 ' MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC "rr,xc„•. RIO ••tStr,•. ( ) ( ) "-maaf rm.monar DENSITY OF 0.55 OR EQUAL �p EB-0006719 DRAWING No: WAEM?A ACL/!Jr. P.E f 4m u w of a - •• FZOR/OA[ic. 44f67 _ _ _ SHEET 6 OF 18 INSTALLATION DETAILS FOR REGULAR PANEL INTO WOOD ALTERNATE LEG 4"x8"(Min.) EXISTING WOODCATION BEAM REQUIRED. STRUCTURAL ADEQUACY OF EXIZnNG WOOD 8EAM TO BE CERTIFIED BY E, REGISTERED ENGINEER OR ARCHITECT PRIOR TO SHUTTER 0 INSTALLATION. OOD ANCHORS ALTERNATE WOOD ANCHORS 1� (SEE SCHEDULE ON (SEE SCHEDULE ON I'Min. 1/411•NIX WASHER HfAD 6UROa:Iaf SCREW OR SHEET 11) SHEET 11) E 1/4•-2oKP S.S.M.&W/AVT r 1MAAX- WOOD HEADER r•' 1/2' I REQUIRED •` I I I I4'o-2Bn' EXISTING 0 _ HEM sous 8 I 1 0 6 1/4'O.C. GLASS�B i i WOOD ANCHORS 2.' rN. I I I (SFE SCHEDULE ON T i Min. cf I 1 Min. I 1 SHEET 11) I 1 [SE ON TO 1 I -c;^�:^•7'?,� 3 I I I SCH (ON SHFEf 3) ss�e0l ��. I Min.SEPARATION TO GLASS. I I I FOR F f—(SEE SCHEDULE ON SHEET 3) I I s/s•eoiis W t pARa.LENGTH I I IDfGM omt T-c-) - .t„ SEE SCHEDULE PANEL LENGTH g 1 I �am 7-4)1 (ox SHEET 3) (SEE SCHEDULE IXISIING ( I I ON SHEET 3) GIASS_ 1 n I I I I J. OF"L" p I 1 I 15 OF'L" p 1 I MAX. m I 1 I I Q 1/2• NO ALLOWEDHI40EX HEM eons I W B 0 6 1/4'O.C. 2'X6"WOOD 2"x4'WOOD PLATE "•+: BECK REQUIRED REQUIRED ;• WOOD ANCHORS WOOD ANCHORS (SEE SCHEDULE ON 3/4" SHEET ON SCHEDULESEE ; SHEET 11) .Iz 2'Min. CEILING AND FLOOR MOUNTING BUILD—OUT MOUNTING ALTERNATIVE 3W ALTERNATIVE 4W SCALE 3/8=1" SCALE 3/8=1' owwC A i`% FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) NOTE FOR COMBINATION OF SECTIONS: NOTES: .' c� '' ` osols mnzo ANG Pet IUD,4a jG 24 GAGE GALVANIZED STEEL STORM PANEL oRAwe Eh' 1. INSTALLATION,ARE ONLY VAUD FOR MAX. A.S.D. _ TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS ■ ��aa GLOBAL PROTECTION PRODUCTS LLC, os/12/1s COMBINED IN ANY WAY TO SUR ANY AS PER SCHEDULES ON SHEET 3 "� ��" b®IMc. ' nAm- INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD p� � TREEr TILIIT TESTING 8 ENGINEERING COMPANY 4Eoo E.F sl 314 .•.�44a awm Jsm s4 s..10s 1d GD61 cwow rt alas b1V E,FL JSlt4 MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC �•651%•., A\�aw a o��:FsasJ o7i ksmI�a )an-rsn PHONE:(954)689-75W.FAX (954)689-8797 15-022 DENSITY OF 0.55 OR EQUAL EV-000719 a ORAAo Na. Pf7/ mymF�tgG2fFoPE 44167 sttELT 7 of 18 END CLOSURES- DETAILS FOR INSTALLATION- IN POURED CONCRETE CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REGULAR LIFE SAFETY & E—Z HANG STORM PANEL M SYSTEMS • a li • OR 'POURED CONCRETE. p- CONCRETE BLACK ORx _ 2"xV WO SMax.-U II ® OL 10 REOUIRDOD FRAME 6063-76 ALLOY Y CONT.ALUM.0 / U I ANGLE WITH 1f4'0 x 1 3/4' 2 POURED CONCRETE,CONCRETE 1/2' TAPCON O 12 O.C. b 1 1 Min. 1' BLOCK OR•2'x4"W1/4'0k OOD FTWJE POURED CONCRETE a U 1 3/4'TAPCON3-1 REQUIRED CONCRETE BLACK OR ANCHOR®12'O.C. 2 1/2� 1 2 x4'WOOD FRAME a U 2 OR® Min, REQUIRED II \ \\ HALF PANEL it/4'CA • CUTPANEL 1 1 4'0 x 1 3/4" \ II 1" •_ � APCON ANCHOR Min / ®12'O.C. TERNATE LEG[ACARON YARIES 2° II 2'x 5'x.055°COW. /. 5"Nfu• 90<L d35 Mix. ALUM.ANGLE OR POURED CONCRETE•CONCRETE �p U OBD'3105-H1EN SHEET 2'X 4-X 175' 1• / �� 1���� ) METAL ALYM. BENT P1ATE A RBLOCK OR EQUIRED 2'x4'WOOD FRAME 3105-H14 OR 1 COM.TALUM�ANGLE 2 M•n2. 1 Max. II 1/4" . _ _� MDR.GAP 1/4'0 BO T :072' 012. O.C. 3105-H14 OR 6063-T6 ALLOY W/JACKNUF QonL Alum.ANGLE CASE A PLAN CASE B (PLAN) CASE C (PLAN) CASE D (PLAN) SCALE 1/4"=1° SCALE 1/4'=1" SCALE 1/4'=1° SCALE 1/4'=1" .SOLID-SEE OR GLH-IN • U .� '® OR EEI PANDAAIE U. POURED CONCRETE OUSTING TRON AT VEL ID AND 1.SX FOUR CONCRETE. 4 OR CONCRETE BLACK pp POTTOM OR PANEIMAIE PLUS((SEE (MIN.PANEL CONCRETE BLOCK VARIES a II OR 2'x4'WOOD S 9 OF OPENING SCHmULE ON SHEflS e, OVERLAP BEYOND 2114'WOOD FRAME 5•Mmc-0 I ® & ® FRAME REQUIRED AS APPLICABLE 10&11) OPENING WIDTH POUREb CONCRETE',CONCRETE REQUIRED t BLACK OR 2514'WOOD FRAME a 1 I \\\ \'�\,�;r�dt' REQUIRED , a U 3/4°Max. .M a a__ _n DOR® / VN21ES II�1J (J)Na XT FLANGES PARWEL 10 5'Nmc I U WNL(NEVER cur END PMEI) • X=B.O.DISTANCE I� (11P•) u , i+a-=9 Ss:RMOLTS�.�_ CASE G (PLANT WASHERED IONGNUL O 6' O.C.OR 1/M1ro-2o SCALE 1/4'=IT CHINE Nur o G'6oc.� VALID FOR DIRECT MOUNT INSTALLATION ONLY k CERTIFIED PANEL INSTALLATION AT WALLS W/ SURFACE LEVEL VARIATIONS WITHIN 3/4" , CASE E (PLAN CASE F (PLANS ```�( tr nr '•. . �e FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) SCALE 1/4°=1„ SCALE 1/4"=I" 'VF •'r Q 020157ELTEW.NO. FALL / n10 a 24 GAGE GALVANIZED STEEL STORM PANEL DUWN 03/12/15 .�•-� GLOBAL PROTECTION PRODUCTS, U.C. DAT; TH11T TESTING h ENGINEERING COMPANY 4 DA1 S.W.51 STREET' / 1 Elsa.D6 tau.a1.sa.]41,F1Caa1 cumrr,R nraa DANE FL 333IM1 '�„��• �R I O N y PA—.(JGSJ t..i M )elhlSTl PHONE(954)669-7545,FA)%(951)089-8797 )5-022 E17-GQOQ7T9 IN w oumva au m w maenxu ma ORAWWC Na P� SF`.t ¢• � ( WALTER A RUIT Jr,P.E . an 0.001 a �lldao...........e604� Rrd1 Ue 4a1Q7 : SHEtT 8 OF 18 9t.40 6 133HS - - B - - r L9f6i 1il7 VOiH07! Ami , l ' c 1/i, LaB-n on , 7 d+P 1600 Y N3G7VM fi •fi�b et��r��..� :oN ONIMVHD vn anlr,mv, •x•in ssaB aooaoaao c,u, 61[8000-83 �aVO�]LIRt?,d$b/rW�/ dl . � +1w .w - s C13-;fl SI 213OVd5 N3HM SH10N31 I3M+d 'XVW SOVOI N01530 L6G9-699(456):NN!'S1SG-689(456):3110Hd 161-fLB(SOi')+!'BLTI-l[B(W-0:wall •' t101l� 'r L'•� ZZO-S t pJIR•V YAOOM-J MGAYA YCt'oS^it'NK iI1X SSY9 .:•a:' �7�'�%�. 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MAXIMUM ANCHORS SPACING)=OR ED. -AS§HOWN ON SHEETS 6&7 APPUCABLE MA%MUM DESIGN ALT7I0 PANEL DESIGN TO PANEL PRESSURE LENGTH ANYPRESSURE ALTERNATI LENGTH fL1TING TAPCON LAG SCREW FEM A'OE PANPULIM5TE WOOD BUSHING NATION 'L" RATING TAPCON LAG SCREW PANELMATE (EWD WOOD BUSHING OBI ANY �YL•� (P.S:f.) LU OF THEM (f L) (P.S.f.) FEMALE ID COMBINATION (n) OF THEM 13' 13' 13" 13" 13" IW(TOP) 13• 13' 13" 13' 13" iW(TOP) 13" 13" 13"_ 13" 13" 1W(BOTTOM) 13" 13' 13" 13' 6" 11(BOTTOM) 6 1/2" 6 1/2" 6 1/2" 6 1/2" 6 1/2" 2W(TOP), 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(Boli.") 5'-o' - - 6 1/4' 12 1/2" 6 1/4" 2W(BUTT.-) 6'-0• 8" 8' 8" 8' - OR EESSS a^ a' a" 8" - 3W(BOTTOM) 7 1/2" 5" 8" 8" - 3W(BOTTOM) 13" 13" 13" 13" 13" 4Y!(TOP) 13" 13• 13" 13' 13' 4W(TOP) +45,-45 13•' 13" 13' 13" 13" 4W(BOTTOM) >+45, -45 13" 13• 13" 13" 13' 4W(BOTTOM) OR LESS 13" 13" 13" 13" 6 1/2" IW(TOP) +75,-75 13" 13" 13" 13' 10" 1W(TOP) 13' 13" 13" 13" 6" 1W(BOTTOM) 13" 13" 13• 13" B 1/4' 1W(BOTTOM) 6 1/2" 6 1/2" 6 1/2" 6 1/2' 6 1/2" 2W(TOP) 6'1/2" 6 1/2" 6 1/2" 6 1/2" 6 1/2' 2NI(TUP) - 6 1/.4" 12 1/2" 6 1/4" 2W(BOTL4) >5'-O" - - 6 1/4' 12 1/2' 6 1/4' 2W(BOTL') >5'-0• TO 4 1/2" h" 6 1/2" 6 1/2' - 3W(TOP) 14!-4" 4 1/2" 5" 7 1/2" 7 1/2" - 3W(FOP) 7T6' 4 1/2" 4 1/2" 7" 7" - 3W(BOTTOM) 5• 5 1/2" b" 8" - 3W(BOTTOM) 10 1/2' 9 1/2" 12" '12" 4" 4W(TOP) 1b" 1Y" 13" 1 13' 5 1/2' 01(TOP) 13" 13" 13" 13" a 1/2" 4W(BOTTOM) 13" 13" 13" 13" f0" 4W(BOTTOM) xSEE TABLE#1 FOR MAX. A.S.O. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER IS IS' • SEE TABLE#1 FOR MAX.AS.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER®is USED, CORRESPONDING ONLY TO ALTERNATE 2W' ON SHEET 6 USED, CORRESPONDING ONLY TO ALTERNATE 2W' ON SHEET 6 I9@LEL G 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/ PANEL MATE FEMALE ID OR PANEL MATE PLUS ANCHORS &'W/ SPACER'AT 12 1/2" O.C. tai° Rt4Ct1r �,War,;. FLORIDA BUILDINP CODE (Non High Velocity Hurricane Zone) ��� tv��'• 02015 RL7Ec0,INC. F.R.7• r' 24 GAGE GALVANIZED STEEL STORM PANEL aMWN 8, " 03 I L, E C®,IN GLOBAL PROTECTION PRODUCTS, LLC. 115 TILUT 7ES71NG&ENGINEERING COMPANY 4800 S.W.51 STREET N' STA Bus Rw.x m"a-Six 7tmm s4so°cc a nae 04MF,FC 33314 15-022 '�•,, ()F 'A r(SOS)8)I-190.Fur(&6)871-1571 PHONE(954)689-7545,FAT(:(954)869-8787 • Fi-..._ •.4..-" r,cx�avxt�m omana wtt m.x. raaamx OVC °MINING Na ��• .SFA �� £0-00067/9 �• - / $ i WAL7ER A RLI?✓r.,P.E 1 an m- w ".�I it c.'X417, A`� FLORIa4 LIc 44167 a SNLEf 77 OF 78 '°PFr�%OtEs441445�'�s" - - ANCHORS(SEE SECTIONS&ALTERNATIVES ON SHEETS 13, 14, 15 &16) 3"MAX. R-11A/13, R-2A/13, R-3A/14, R-IA/13, R-28/13, R-3B/14, 3"MAX. D.M., 1"MIN. R-tAW/15, R-2AW/15, R-3AW/16. R-1BW/15, R-2BW/15, R-3BW/16. 1"MIN. It I 3O or® r--r-------- - ----r------------- r— -- ---r -r — --,----r-- -- - -^, 1 ! I I I 2 . i 1/4••0-20x1'•S.S. BOLTS 1Y,@ 1 (USE FOR PANEL LENGTH 1 ') I OVER 7'-6') i 1 PANEL LENGTH REGULAR STORM PANEL 1 i REG LAR STORM ANEL 8'-B"0+40.0,-40.0 pad. 1 1 (W/OVERLAP MID PANEL LENGTH BOLT) i LIFESAFELY STORM PANEL i - -'- 7'-6"0+50.0,-S4.0 pal. (W/0 OVERLAP MID PANEL LENGIH BOLT) i I USE 2'-8 MIN.PANEL LENGTH 1/4"0-26x1" -- -'- _ -- _'--_- --- -- _ AT ALL h OUNINGS S.S.BOLTS W/ i AT EA.OVERLAP t 2 1 I i 1 1 1 1 1 1 --- ----- ---- - - -- -- MR-IAW/15,' NOTCHES AT SPUD --- - --- ---- - - 6" OCAT(ON ® UFE SAFPANELBDVEROrWING NUT`AT EXTERIOR NG NUT•AT +LEFT PANEL RIGHT PANEL 3"MAx I INSTALLATIONS ONLY VAUD 1=0R WIND R-1A/13, R-2A/13, R-3A/14, R-iB/13, R-28/13, R-3B/14, 1MINSPEED UP TO 140 m.p.h. R-2AW/15, R-SAW/16. LRO-R-118W/15, R-20W/15, R-38W/16. ANCHORS(SEE SECTIONS&ALTERNATIVES ON SHEETS 13, 14, 15&16) ' 1/4"MAX.GAP LIFE SAFETY STORM PANEL n ELEVATION ('f') 1 REGULAR 2.687" SCALE 1/4"=1" � REGULAR \ STORM PANEL (MIN.OMW=1 WHOLE VALLEY) STORM PANEL ------------------------------------ ------------- - 1/4:, I i MAX.GAPI i i VER LIFE SAFEiI'PANEL saw ,.• • /T!mss FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 02015 17LIrCO,INC. 24 GAGE GALVANIZED STEEL STORM PANEL F.R.L EXTERIOR DRAWN BY. IL E�°®LNc. GLOBAL PROTECTION PRODUCTS, 07/12/16 -T1/ LLC. DATE: SECTION A- A 'O•�/��AT/ T/LUT TESTING&ENG"." G COMPANY DATE-- 4800 SW.51 314 2 aur Ra um.a,as ws wwwu ce¢rns n 77ra6 OAME ft sssta 15-022 SCALE 1/4"=1" PHONE:(964)669-7615,FAX(954)689-8797 S 0006 19 ttr,. mwm hoc vm w on nrra ua DRAWING No: `'ice.�.•� w- EB-0006719 "P A4EA�„t4TV" WADER A .Py� wRORIOA l f6E _an n_/ >flfPi - _ 6NELT 12 DF 1B INSTALLATION DETAILS FOR LIFE SAFETY PANEL n INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4"m T/IPCO EXISTING POURED 1/4"0 TAPCON EXISTING.POURED 1/4"0 TAPCO EXISTING POURED 1/4"0 TAPCON EXISTING POURED ANCHOR®9'O.C. CONCRETE OR ANCHOR 0 CONCRETE OR ANCHOR 0 9'0.0. CONCRETE OR ANCHOR®9"D.C. CONCRETE OR CONCRETE BLOCK CONCRETE BLOCK CONCRETE BLOCK CONCRETE BLOCK REQUIRED. REQUIRED. REQUIRED. REQUIRED. J 2 2 2 2 1/2" 1/4" i/z" 1/ 1/2' 1/4" 1/2. 1/4" MAX. MAX MAX. MAX. E.D.* I E.110. i I E.D.* /1 I I ED* I I I j I I I j I I j I 1 I j 1 • I 1 I I � I I � � 1 II I II 1"Min. 1 I I 11 I U-SEPARAno t ii 1 I ,.,,'�SII--SEPARMAIno II 1 4"m-20x1 EA NG TO GLASS. I I 1/A"e 20x1' it I 1 4e-20x1 EXlalur�II TO GLASS. I 1/4'0-20x1' GXLASS�I I OL S GLASS Ar EA,oVERUP� EXISTI 1 I OLTs w 1 GLASS AR FOR PANEL AT Ek —S.S.BOL15 W 1 IFNGDI av1 7-67 11 I I II (—FM FANEL II I � If UI CAR 7'-6' II 41-1—I II I I II II PP I "L"Max. "L'MAX. II 1 "L"MAX 1'MAX II I 1 PANEL LENGTH 6' PANEL LENGTH II I PANEL LENGTH 6' PANEL LENGTH (SEE FJFAAnON 11 I I I (SEE ELEVATION (SEE ELEVATION II I (SEE ELEVATION II 1'Min- 1 ON SHEET 12) II ON SHEET 12) ON SHEET 1 11 1 t:-SEPARATION I II 1"Min. I I ON SHEET'12) II I I IF'-SEPARAnON I I 1I I 11 TO GLASS. I it TO GLASS. I I 1 II I I 1 I I 11 I I I 1 1 lmmo I I L/2 / I I / 1 1 1 L/2 I I 1 i i 1 6• t 1 3 EU:P I I E.D.* I 1 E.D.* L E.* 1 I I i5 I I 5 F� i •I i I I 01z1/1' I Io1z1/Lac LU � I 1 1 DC I I EQ EQ 1 I L I 7 4b-20x7/4" EQ 1 4'P-20xU7T/M4' 3/4" HEX SOLISIX 1 LAS. BOLTS WAS 4 • O 12 1 0.4 0 12 1///222••'O.C. 4 1 4"0 TAPCON 1 4"m TAPCON 1 4"0 TAPCON 1 4'0 TAPCON ANCHOR 0 9"O.C. ANCHOR 0 9.O.C. ANCHOR 0$"Q.C. ANCHOR 0 9"O.C. EXISTING POURED CONCRETE OR EXISTING POURED CONCRETE OR EXISTING POURED CONCRETE OR EXISTING POURED CONCRETE OR CONCRETE BLOCK REQUIRED. CONCRETE BLOCK REQUIRED. CONCRETE BLOCK REQUIRED. CONCRETE BLOCK REQUIRED. SECTION R-1A SECTION R-1B SECTION R-2A SECTION R-2B 0 REGULAR PANELS 0 LIFE SAFETY PANEL 0 REGULAR PANELS 0 LIFE SAFETY PANEL WALL MOUNTINGS WALL MOUNTING$ SCALE 3/8=1"' SCALE 3/8=1" SEE SHEETS 15&16 FOR ANCHORS ANCHOR TYPE 1/4'D 6 . TYPE&SPACING FOR INSTALLATIONS INTO TAPCON 0;4;39'�TTL1��LTtt�,�rffraa��TtE WOOD FRAME BUILDINGS. MINIMUM ANCHOR SPACINGS AND MINIMUM MINORUM.ANCHOR SPACING 0.) 3 EDGE DISTANCE ARE INDICATED ON THIS * cOaPmin t)a.) 7 pp �•''• ��- FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) MINIMUM fOGE SCHEDULE FOR E.D.LESS THANIINOICATED Dl4faNCE19•D.) C..rd.el dk(In) g ,+. sp •vp02015)ILTECq INC. F, ON SCHEDULE REDUCE ANCHOR SPACING „: n/ < 24 GAGE GALVANIZED STEEL STORM PANEL DRAwIL ILL BY MULTIPLYMG SPACING SHOWN ON ACRS�Dpi (�) FACTOR v O 1 W. SCHEDULE BY THE FOLLOWING FACTORS. 0.35 �,.,,,/ - 03/17/15 FOR THIS OPERATION TO DE POSSIBLE, 1 1/2• �I. E C®TNc GLOBAL PROTECTION PRODUCTS, LLC. DAZE. REDUCED SPACING OBTAINED USING 0.81 •f) �•.I " FACTOR SHALL NOT BE LESS THAN 2 1/2' j�P7ms �v: TIlLT TESTING&j.'NG(N£ERINC COMPANY 4800 SAI.51 STREET MINIMUM SPACING INDICATED FOR EACH 0.90 •Y'n�•,' 6Jss MW.ss».se,sa•w.x NNOv01 uvaD4 D 3nss DAME A,33714 3; /.�,e�.x CQ ••'`Q y Poan:(705)eA-ISTD.!:(wSJ e7h19I PHONE(954)689-7545•M'(954)889-8797 )5-022 ANCHOR TYPE ON THIS SCHEDULE. '.. 't V. "- a.ral��x�, 3 1/2' - •/N•/"�+Ap • y: ED-0006'719 m:^" ^� art mr.w tenon nux DRAWING N. WALTER A.7N!?Jr..A& as I•*00 I i _ _ //Ote...' •':,.,x4G� FLORIDA HR f 44167 1 2 1 SHEET 13 OF 18 INSTALLATION DETAILS FOR LIFE SAFETY PANEL n INTO POURED CONCRETE OR CONCRETE BLOCK. STRUCTURES 1/4"D TAPCO EXISTING POURED 1/4"0 TAPCO EXISTING POURED CHOR 6D 9'O.C, CONCRETE OR ANCHOR®9'O.C. CONCRETE OR CONCRETE BLOCK CONCRETE BLOCK REQUIRED. REQUIRED. J 2 2 1/2" 1/q• 1/2" T• MAX EO* I I E.O.¢ I • I I I 1 I i I 1 II 1"Min. I I EXISTI G II l 11 4�Z f Y1 1 11••-SEPA LAno I II TO c1Ass. I I 1/4'0-201 GLASS�I �.O AT FA G=,Lp II I I MIR ALR Y 4h [)DSDNG jj � � PAEL ii i I. GLASS U II I i PANEL LENGTH II I 1 8, PANEL LENGTH ($EE ELvAT)ON 11 I I I (SEE ELEVATION II 1"MinON SH EtT 12) I I ON SHEET 12) , It^SFPARATII If TO GLASS. Il L/2 / 1 EXISTINQ POURED E'D P I 1 EXISTING POURED CONCRETE OR I �7 til CONCRETE OR 5 CONCRETE BLOCK `Li CONCRETE BLOCK REQUIRED. ; 10 121/1 ac REQUIRED. (eETaxB) I I I 1/4"0 PANELMATE PLUS SECTION R-3A 1/4"0 PANELMATE PLUS SECTION R-38 ANCHOR O 12 1/2'D.C. 0 REGULAR PANELS ANCHOR(BEYOND) @ LIFE SAFETY PANEL WALL MOUNTINGS SEE SHEETS 15&18 FOR ANCHORS TYPE&SPACING FOR SCALE 3/8=1" 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 1/4'O I 114"o T,1 l"1 Piri;•�7/p, !1 MGM TTPE TAPCON PANELMATE LUS .ti°�`D�••,••••-��••;`•/J��ii MINIMAL ANCHOR SPACING((n.) J J ��~��' \•\�Cl�ig�;';� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) }MIMMU6I BDGE C04QC70(in.) J 3 NO p�q p'7 02015 0110x0'�Nc. 24 GAGE GALVANIZED STEEL STORM PANEL F.ML 0LSTANCEIE0.) Confide Bink(In.) 3 J 1/2 _ Y•1 67 DRAWN BY: ACRML EDGE OISOB�E(ER) FACTOR r' ' 03/12/19 GLOBAL PROTECTION PRODUCTS I.I.C. DATE oas ~'fir T IL, ��®INc. r 1 1/2' 0.81 - , � (� w4 77LUT TE5TTN0&ENGINEERING COMPANY 4800 S.W.51 sTREEr 2 1 Y �. 1(}O I^ .•\4V\� 61ST UK J615.5L,Ste..149.VFW'tYN 4waDs R JR. aMT.FL 53314 3" 0.90 1,00 AA`s �P�4.T..•�a�`,1��A1� PA^nr a A&4 e j� (4xtlJ e71-I At PHONE(954)689-7545,FAX:(854)689-8797 15 ' m.w uneatmt tort Tar.w —nm me DRAWING No: �yj� Fjp'pj� EB n1j ff 9 3 1/2• - - Re efSFy,�ll Il kA4¢11" R WALTER A 77[N Jr.,P.E r •tm n•4r7 J - - SHEET 14 OF 18 iy1 FLORIDA U. f14x67 2 INSTALLATION DETAILS FOR LIFE SAFETY PANEL (1� INTO WOOD STRUCTURES �c WOOD HEADER WOOD HEADER WOOD HEADER n WOOD HEADER 5;` REQUIRED ! REQUIRED REQUIRED " REQUIRED I 1 4"0 TAFCON 41 1/4"A TAPCON =M1 +r ANCHOR 0 9"G.C. _ CHOR 0 9"O.C. 1 4'0 TAPCON 1 4'0 TAPCON • 'y CHOR®9"G.C. .,y CHOR 0 9'O.C. 2 2 2 +` 2 1/2" 1/4' `,1: 1/2' 1/4' •(+ 1/2' 1/4' ;t•' 1/2.. 1/4' MAX. MAX. t / MAX- 2• :1':. I MAX. I M'n. I I Min. '1"? I I M^• ;1w I I 1 I I I <ati,=' I I � .6"• 4 I i I Cgs•6. ,I i i :;tiA t I R j I 1 n Y I I � 1 � I �~• 1 I 1 II II I I Va'm-2o�r II 1 I 1 p I I I 1 II I I II s.SWAP II I I II 1/4'0-28.1' (L 1/4'0-20x1" 1 AT ovFxIAP II I I 114'0-zoal 15 W Exlsn all 1 13s Rous w p n I Ew�N�-u S.S.sous w(� AT GLASS ( AT Fa o4E18M EXISTI JLG-II I I GLASS AT FA W-1 G�SN�it 1 I II ( GLASS O (a9=FOR PMm. 11 _ II I IENO/UM7'-67 If II I I II I I PANEL LENGTH 11 PANI I II I I EL MAX. I I PANEL LENGTH II I I V max. 8"(SEE ELEVATION II 1 1 PANEL LENGTH II I 8'(SEE ELEVATION It 11 I 1 ON SHEET 12) 1 (SEE ELEVATION II (SEE ELEVATION II I ON SHEET 12) II II I I ON SHEEP 12) II I I II ( 1 ON S11EEf 12) II I II I 1 II 1"Mln. I I I II 1titin' I I II—SEPARATION IL•^SEPARATION I I 1 If 1"Min. 1 I II TO GLASS. I I 1 II I I 1 II TO GLASS• 1 I I L 2 If —SEPARATIQN-- I I 11 I I 3 II 1'Min. 1 I p I I I ul TO GLASS. I I I 6' ul 1 I 11--SEPARATION— 1 I I i i I I 1 L/2 11 TO GLASS. 3 6' 12 1/2• I I I 0112 1/2 .,, I � I I 1r I0r, E. i i Q t, Q. ,.. I EQ. EQ. r• 1/2" 1 4.0-2DO Hu D NS. G• v L eoLYS w(r1 o f2 1 2 0.a. 7/,"\g"--q( 2' 4 2"x4"wooG Q. •� / g" 4 Rs. PATE 4 1 4'0 TAPCON 7 4`fl TAPCON REQUIRED =': "�' 0912 w4C •J -r 1 4"0 TAPCON 2"x4"WOOD //22�• ANCHOR(D 9"O.C. ANCHOR®9"O.C. ANCHOR®9'O.C. PLATE ~• 1 46 TAPCON '< STAGGERED W/SND STAGGERCO W/STUD " REQUIRED ?•—/ _ ANCHOR®9'O.C. J"•. 2'x4"WOOD "x4'WOOD v.�: PLATE PLATE REQUIRED REQUIRED • :1 ALTERNATIVE R-1AW ALTERNATIVE R--1BW ALTERNATIVE R-2AW ALTERNATIVE.R-2BW 0 REGULAR PANELS ® LIFE SAFETY PANEL REGULAR tt PANELS III LIFE SAFETY PANEL WALSCALE MOUTINGSTINGS C �4v WAL CALLEEOU81" FLORIDA BUILDING CODE (Non High Velocity Hurricane Zane) NOTES: 02015 nCFECQ INC L F.R, 24 GAGE GALVANIZED STEEL STORM PANEL 9RF.R. EM 1. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN �• ®°II. PRESSURE RATINGS s. ANd PANEL LENGTHS AS w 03/12/15 PER ELEVATION ON SHEET 12. i IQ F IL E tne. GLOBAL PROTECTION PRODUCTS, I.I.C. DA1E: 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD k0 F('� ((Q� w mur TEsr,No&EN6INEERINa COMPANY aRoo S.W.s1 srRFtr s "' Vv�i'Y A11S f/.N.ssN.st,sea 361.NxaefA W6CE/IS 2 31156 DAME.FL 33314 �....... MEMBERS TO BE SOUTHERN PINE No 2, W/SPECIFIC 'frr/�^�i1•I•C�`(1\t5���•' +x" _(sasl or-rsw.I-. [m1T are-1s�r PHONE(951)999-7545,FAX:(954)689-R75! 15-022 R Wuf P00L°41" DRAWING5-02 DENSLY( OF 0.55 OR EQUAL PE js NNqq .R �4. °®-0006719 m.a mxmw °u= m,w oa vnux mnft )r116 • WiV.TER a n7Lr Je:,P.E SHEET 15 OF 18 FLORIDA 1Ja 44157 INSTALLATION DETAILS FOR LIFE SAFETY PANEL n INTO WOOD STRUCTURES 174 r WOOD HEADER :'+ WOOD HEADER T RQUAED REQUIRED ' 1 4"m TAPCON 1 4"0 TAPCQN .+{ ANCHOR 0 9"O.C. .� ANCHOR®V O.C. I/4,' MAX. AX. 2" :is• I 2" ,' 1 N I I I II I 1 a'o-20x1"/{� EXIST111G 11 I I 11a"r2a:t' I ATS GM GLASS II I 9 EIL BOLTS A II I I ric') am DIXvPAla P-111 cls II II I "L"MAX II I I 'L"MAX. II I PANEL LENGTH 6" PANEL LENGTH II I II (SEE ELEVATION II I 1 (SEE ELEVATION ON SHEET 12) I I I ON SHEET 12) it I I II 1 I II 1"Min. �—SEPARATION I I I It TO GLASS. I I I i II•�SEPARATIO I I '� II I I L/2 II 0 GLASS. i I Q. Q I o 12 VZ aC I I Y • Q. EQ. ^�• 2"x4"WOOD 2"x4"WOOD =i• RWLATUEIRQ PLATE'`" R QUIRED yS =-r_1/4-0 PANELMATE PLUS "5• 1 4"0 PANELMATE PLUS ANCHOR 0 12 1/2"O.C. 1 ANCHOR®12 1/2"Q.C. AV ALTERNATIVE R-3AW ALTERNATIVE R-3BW ® REGULAR PANELS -0 LIFE SAFETY PANEL WALL MOUNTINGS q�� r;1IG4C/J<`ro • SCALE - 3 8=1" k ��—t"•�'� ��NS�' �E,r•j .a�w.. FLORIDA BUILDING CODE (Non High Veloclty Hurricane Zane) NS' 02015 ILT=INC.Nr 24 GAGE GALVANIZED STEEL.STORM PANEL F.R.L. at 1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. m�?� 7'--_ OPnWv DESIGN PRESSURE RATINGS (p.s.f) AND PANEL '0;0- I�I Ori` GLOBAL PROTECTION PRODUCTS I.I.C. 03"5 LENGTHS AS PER ELEVATION ON SHEET 12. , �L C®1dc. 1 narE 2. FOR NEW WOOD FRAME CONSTRUCTION: W000 ^%r�.�/ 01 t,+ TILUT TMUNG&ENGINEERING COMPANY 46x0 S.W.st 314 .•''<'H.O'�' au.N.W..lafn.aw 7W x704 xh"euows rt.Urea oAV1E.FL 77Jta MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC °°ey$L�(() (1�e^ R��� P � 61011 a at6.f,Tam)67r-rstr PHONE.(854)689-7545.FAX(854)689-6797 MEEr 15-022 DENSITY OF 0.55 OR EQUAL r•SW �� Eg_pa w oom o u m w ma me m: OtuwxG Nx P.E S Wi1L7ER A 8067 9 P.E dd U-�7 ah• a rLORI21 Uc. 44167 SHEET 10 OF 18 FPEZ1/18, >EZlW/18 ANCHORS (SEE SECTION EZI &ALTERNATIVE EZ1W ON SHEET'18) 3"Max. 3"Max. 1'•Min. 1"Min. F'1)(SEE NOTE 2) 9 9 W9 D/ 9 NOTE 2) J�14X7"S.M.S. 1 2" ®FQCH END 3/16"4 ALUMINUM OF 7 POP RIVET [MA BE INSTALLED AT EACH OPENING SHALL A{IVAYS BE 1/2" 0 0 0 0 0 0 0 0 0 o RHANDLE TO FACILITATE INSTALLATION IF INTENDED FROM INSIDE OF STRUCTURE. 92 AT 2 PER PSB NOTES F"L" (1). DEFINITION OF SERIES 2000: E-Z HANG STORM PANEL SYSTEM (END PANEL). (INTERIOR PANEL) (INTERIOR PANEL) (INTERIOR PANEL) (END PANEL) MAX. CONSISTING OF PANEL + Cont.TRACKS TOP & BOTTOM. SEE NOTES i, 3, 4 I I I I SEE NOTES 2. 3, s'-o" (2). END PANELS SHALL ALVIgyS BE CONNECTED TO BOTTOM TRACK MAX OTHERWISE A STOP BAR 9 SHALL BE PROVIDED AT TOP OF SUCH PANEL LENGTH PANELS. T[j ®+/-40.0 p.9.t. (3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK,CONNECTION SHALL CONSIST OF 1/4"2-20x3/4" M.S.W/7/8"04/32'WING eoLTED PANELS W/1/40-20x1" NUT OR 7/4"00/4"Min.THUMBSCREW INTO TAPPED BOTTOM S.S. SOLTs W/@®EA.OVERLAP TRACK. LOCATION OF FASTENERS MAY BE AT EITHER OF TWO (SEE SECTIONS AS APPLICABLE) EXTERIOR FIAT FLANGES OF END PANEL. 507. OF"L" (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 JJ_L 1J_LLJJILLJJ_L�JJILL� L111LLJJ_LLJJ1 aLJJ_LLJ JT PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. JS' a a o 0 SEE NOTE 4 3"Max. I Max. SEE 1"Min. •I' INSTALLATIONS ONLY VAUD FOR WIND 1"Min. SEE 7 w SPEED UP TO 140 m.p.h. NOTE 3 ANCHORS NOTE 3 (SEE SECTION EZI &ALTERNATIVE EZ1W ON SHEET 18) EZ1/18, EZt W/18 TYPICAL ELEVATION .FOR SERIES 2000 E-Z HANG STORM PANEL n SYSTEM (t) SCALE: 3/32"=1" 2.687-(MIN.OVERLAP 1/4"Max.GAP =1 WHOLEmam=4 VALLEI') . 1/4" MAX.GAP 1 SECTION A-A SCALE 3/32"=1" �,��\ i145tE�it�r/�JO 'c� c `a�2� pENSF '•'• J'r FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone)] 02015 mRxO,ING 24 GAGE GALVANIZED STEEL STORM PANEL F.2L 4 p► /19/15 DRAWN 6f: 1L E C®I.Nc. 'o3QAM GLOBAL PROTECTION PRODUCTS LLC. Dom; �••'• t�d�:•�: TICCIT TESTING$ENGfNEER1NG COMPAflY 1800 S.W.51 SrRELT '' F� r11�`.•a Q. uus,[w..xn.sr..se w;xgcmN cwxxz n.v16a DAME.FL 33314 vaP,.✓�Fp. �• •+" A&—:f. )871-130.r—(.W)871-1311 PHOIff:(954)689-7545,FAx:(954)609-8797 15-022 .o EP.::••••• G@�a�' "- r.GL,067,am DRAW NG Na •. E.;o+6 IB-0006719 ar.w mmnai ua m.w oawnxx em Ickk'i0eff7�ia an n-or, Yn IaTc rltddldit WALTER A WCLIT✓4 7 SHEET 77-- 1B fLORfCYI Lla (4167 � INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL n INTO POURED CONCRETE, CONCRETE' BLOCK AND WOOD STRUCTURES EXI:'TING POURED CONCRETE OR CONCRETE BLOCK -IL/4"O TAPCON jREQUIRED. :?:: ANCHOR®12"O.C. 1/40 TAPCON / 1" ' 14x1"HEX HEAD TEK WOOD HEADER ` 1" " 14x1'HEX HEAD TEK ANCHOR® 12'O.C. SCREW 03/4"FROM REQUIRED SCREW® /h"FROM 1 EDGE OF 1 EDGE OF 9 E.D. / 2" �.. t/4'o 1 -z°xr 54 s°iffs w t I 1 ss.BMLts w�II I II 6 /4'0.CA AT EA 60 OVEMM 'I I"Min. 1 (1)ffR PNm. 11 I 1/2" 11-SEPARATIONI I II 1"Min. EXISTING 11 TO GLASS. 1 1 3/16"0 IXISRNG �SEPARATION I I 3/16'0 GLASS—1I I ' R NUM POP SmAl TO GLASS. I ALUMINUM POP iIVETII I SS.BOLTS Wy 11 I MAX. M FA OA3UP II PANEL LENGTH * t/a a-z°ct';J 1 MAX A II I T FA°LOh!M� II I PANEL LENGTH II . 1 II 1"Min• 1 R I t4"0-204'II--SEPARATI0 1 I II 1"Min.II TO GLASS. I 1 If--SEPARAIION MBSCREW 5D% II TO GLASS. OF"L' t 4'0-20x2"THUMBSCREWOF'L" E. I i 1�1. •Ca:?�:,i;r� Nuc t/z• .•�: /2. MAX 1/2" Q. �;.. I 7 I 7 i '1 40 TAPCON ANCHOR ® 12"O.C. 1/4"0 TAPCON EXISTING POURED 2"x4'WOOD ANCHOR 0 12'O.C. CONCRETE OR t,;-PLATE CONCRETE BLOCK ;ti REQUIRED REQUIRED. WALL MOUNTING WALL MOUNTING SECTION EZ1 ALTERNATIVE EZ1W SCALE 3/8=1" SCALE 3/8=1" NOTES. 'k MIN. PANEL LENGTH s1�`• rFM�, .. $ e_ FLORIDA BUILDING CODE (Non High Velocity HUrrLcdne Zone) SHALL BE 2'-6" �C ®sols mrEcO wa 24 GAGE GALVANIZED STEEL STORM PANEL 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. DESIGN F"I PRESSURE RATING t/— 40.0 p.s.f. AND 6'-0" MAX �+�(110 a 1 7 ` ^ ORAt1N BY: PANEL LENGTH. ' GLOBAL PROTECTION PRODUCTS I.I.C. 03 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD '� ��®LHe• r DATE MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC o / (c�yw TlWr TESTING X ENGINEERING FOMPANY ae9G S.W.61 srBEEr �IC '�w n .,."rcw..te'tt s1•me xS turaw,GvmRcc n 3rr66 CAM R-3M14 DENSITY OF 0.55 OR EQUAL. : , IIID,.•F•�r��`� FA...t 1sas1 e7rT����)e7r-fur PHOAE(954)688-7545,FAM.(954)600-8787 15-022 6Y E6-0006719 tommo ouc m, oxsvorao out ORAWWG Nw Asr+'8""' ioCYiT= WADER A 71CGF Jr.,P.E. Yµ an n-t� yi .ee !!ltaet.t...•tkE4\'++ FLORIDA U. Ia167 6 SHEET IS OF 18