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<br />INSIALLABON 12EIAIL-5 EOR SERIES 20QQ & 1999 E-Z HANG 3108M PANEL 9ENW& N= C= C13 -0 a- .
<br />INTO EXISTING WOOD STRUCTURES (C) Fit& .- -1-0 (D (D
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<br />r I I . STORM PANEL OCCOWENT (PED.) HAS BEEN VERIFIED FOR COMPLAACE IN ACCORDANCE TAPCON ANCHORS, AS MAWIFACIURED BY I.T.W, BUILDEX, INC 0) 0 -I-, -&-m
<br />MAXIMUM &S.D. DESM PM=RE RATING fia.&J.) AND � / 1 �/4"# LAG SCREWS 0 r I I - WITH THE 2020 (7th EDITION) Of THE RORTDA BUNJANG CODE. THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH - #14-10 PANEUMTE FEMALE 10 AND PANELIACE PLUS ANCHORS, AS MMLWACTURED By ELCO CONSTRUCTION PRODUCTS.
<br />- 1. - 1/2' Uh THREADED �1 / _ -0 LAG SCREWS PER N.ILS. = =3 Cu - " -
<br />1/4-0 L40 SCACAS 0 S' O.C. W1 _m EXISTOM; WOOD HEADEIL " r, � - W We- 2^ve WOW VELOCITY HURRICANE ZONES (MOM-DADE / BROWARD COUNTIES). 1/4 Cu U)
<br />/ I 1 / I I _,M REWMED 1/4*0 LAS SCREWS 0 r O,C_ W/ DESIGN WIND LOADS SHALL BE DETERMINED AS PER SEC MON MOS OF THE ASOVE MENIV01RE0 CODE. FOR A BASIC WIND - 7/Wo . 5/r WOW BUSHING. AS DISTRIBUTED BY ALL MNT SCREW. BOLT & SPECIALTY CD_
<br />/ _m onstm WO00 HEAM. I I an ON m 1 I/2' tie, TmamIova Poxmitiow SPEED AS REQUIRED BY THE JURISDICTION WHERE STORM PANEL WILL BE INSTALLED. AND FOR A DIRECTIONA"7Y FACTOR -0 -0
<br />CORRESPONDING MAXIMUM PANEL LENM *L* SCHEDULE MAXIMUM A.S.O. DESIGN PRESSURE RATING (DIthf-I AND CORRESMRM MAXIMUM ANCHOR i I 1 1/2- mim TwiHEASEEl PENETRATION V I I /4 FIAT a) -0 0
<br />FOR SERIES 109QZM E-Z MNG STORM PANEL (1) I N / --- 0 C�L 114.1* SAS. I'll - TO EXISTING WOW W.Am KO-0.85. USING ASCE 7-16 AND SKILL NO EXCEED T14E MAXIMUM (A,SM.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS C.1) MINI Uld THIREADED PENETRATION INTO WOOD Of TAPCON ANCHORS SHALL BE 1 1/2- AND 2- FOR EICO PMEL"E PLUS
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<br />SPACING SCHEDULE FOR INMUAMNS INTO CONCRETE k CONCRETE W= MOM A k / � : ) ____T , ; 1 3, 9 THRU 12 & 17, IM AND PANILLMALE FEMALE TO- =
<br />(VALID ONLY FOR PANE V THRu A' SHEET (VALID ONLY EQR PANDL WAJAIQNS M PER SECTIONS V THRU 4! SHEET 241 1 - o --- I \ j ---@c.,,L , ...- \ I I , _S1 2 -2 -= a)
<br />a MULAMONS AS PER SECTIONS; V, wm IN ORDER TO YERIRY THE ASM CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRST
<br />\ I j I'Mmol, 0 iV.i117_A4_1_ U REDUCED To A.S_D DES" PRESSUF LINPLYING (--) C:)- = 0 :;�
<br />. ,E RATING BY MU -
<br />- himmum DESIGN PRESSURE RATINGS INDICATED ON SHMS 3. 9 2 & 17. 18 PENETRATION KID STUCCO SHALL BE CONSIDERED AS PART OF THE REOURM THREADED POP-rRATION.
<br />- -
<br />APPLICABLE TO A.S.D. DESIGN "'MAN ANCHOM SPACING FOR E. D. - 3 1/2' - APPUCAME TO 1 5 IN ORDER TO VERIFY THAT ANCHORS ON THIS P.ED TESTED WERE NOT OVER STRESSED, A n% 04CREASE 94 ALLOWABLE C 3) 0 LL -
<br />OEr IT" MMOM SUMMON PANEL - I / * w. THRLAM Ek END OF (D = - -
<br />I= ,. - __ TO GLASS - - I --- CONOff" SOCTIONS PR LRE TAPOONS FEMALE ID rz�ftms � SECTMNS 0 a MMIJUM PAND. /\ 11 ... I - I I TO EXIS'll'o; .000 WEAM. STRESS FOR WIND LOADS AUALYSM AS"ERS SPACING TO WOOD 14AS BEEN DEViRMWM IN MINIMUM EDGE INSTAOCE OF LAG SMEn. INTO WOOD SHALL BE AS INENCATED IN THIS DRAWING ca
<br />MAXISIUM &S.D. - I 0 1 1 ANY v h NOTE IA I \ I � f \ 11 \ ,_r'- LAG SCREWS 0 \ 1�1* sv_�L ACCORDA34CE WITH N.(LS, 2016- - ITHEM BY 0.6 IN ORDER TO COMPARE 114� ill/ VAX, (A,SM,) C.2) )AINIMUM THREADED PENETRATION OF LAG SCREW, INTO THE WOOD FRAME UNIT SHALL BE 1 1/2-. NO niREADED
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<br />-(.W) I R M' CAX-0, PAPODUAKTIE .r (SEE DETAIL 1/24 A, , /ae -4I.- 4-
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<br />___ ___=2 1115' I BOLTED . I 1'. 2'. 31, I *W (P.w.f.) TO CONCRETE M cONG"E [TO cmcorm TO CONGRIM To OGHCREM TO COACREIE TMO 0ONGREG, V� - OF THEM LENGTH IV 0') i I-) T __ frm) y (SEE WrAIL 1/21 41 STORM PANEL'S ADEQUACY FOR IMPACT AM WIND RESISTANCE HAS BEEN YmnE:D IN ACCORDANCE WITH SECTION TWS.L2 Of CA) MINIMUM PENETRATION OF WOOD BUSHING SHALL BE 5/9_� 1/4- 0-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM 1%0
<br />.66.0. -75Z 70, OR LESS 2** & VV - BLOM SLOCK Block I mam . cel� #14.1' &U.S. THE ABOVE MENTIONED CODE AS PER AMERICAN TEST L43 OF SOUTH FLORIDA REPORTS #0014,01-01 AND 110219.02-011, AS SHOULD STUCCO EXIST, AND I- MINIMUM FOR WALLS WIN NO STUCCO, r,j >
<br />3.* Q) ceo. X, TAS-201 AND TAS-203 PROTOCOLS, A14D AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SWIION 1604 - -
<br />12" N/A 12" N/A 12" N/A 12' N/A I * & 2' (TOP) ;� I 3116 15) * EAL OR) OF 0 - PER SSID I 2-99 & ASTM E 33o-02 STANDARDS, AND AMERICAN TESTING LAS SOUTH FLORIDA REPORT J; T23.01-10 AS PER
<br />.68,0. -73.3 70- OR LESS 1 2 7/1' 1 - - I �v & 4"w 3. '. 1. . V I . ;..,�= FSF RK, C.5) IN CASE THAT PRECAST STONF_ OR PRECAST CONCRETE PANELS, STUCCO OR WOW BOARDS BE POUND ON THE EXISTING U) w L_
<br />- w)+ - , , WALL, A11CHORS SHALL K LOW ENOUGH TO REACH THE MAIN STRUCTURE BENNO SUCH PANELS, - .,.-, (�
<br />- !w -M4 M,S- & WNGNUr Ali OVEFftAP & 4M OF PANEL LENGIM - It* IV 4 4 SER M&,To- I - = 0177%&24 & FLORIDA BUILDING COX. ANCHORAGE SKILL BE AS 11tNTIONED IN Cl), C�2) & CA)
<br />PANEL 3. 1. 1. 1. MOM) � d I U.) k-) IL VJ CD
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<br />a ,;S.s - 12' 12* 8, I __1 IDDO ++ Z,1_1' WO00 leIm two 2. ALL ALUMINUM EXTRUSIONS TO BE 50641-TO ALLOY NO TFMPER. (UNLESS OTHERWISE NOTED), SEC SHEET 2 (0) ANCHORS %ALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. m
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<br />N/A N/A N/A N/A N/A N/A 12 1/2- v (BOTTOM) - � I. � 4 INO.3/4 I ,!i. ALL ALUMINUM SHEET METAL USED AT CLOS1,41CS SHALL HAVE 3105-1114 ALLOY, =
<br />I IT* / IM K I j - . 8, PANELS MAY A= BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAAS SHOWN ON SECTION I THROUG14 6 (SHEETS 4 .
<br />MD. -75.3 - 70' OR LESS 2AZ4.1- 10" ? �_ _0 - U) <
<br />7' N/A 6 1/2- , 4 1/2- - iTOP) 2=T .I".-- 1/4-2%�3/04- 5 TO GLASS, I - 4. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEa- ASTM A-653 GRAM 80 MINIMUM, C-60 GALVANIZED THROUGH 5) EXCEPT THAT HEADMO * (D SHALL NOT BE USED. -_ ---
<br />N/A 4 1/2* N/A N/A 3 To GLASS MSI W , �, iRpn 2 7/8' W, STEEL DIMMATIGN W/FY- 02.2 kit (AFTER 90=)�
<br />- .. lall,""31-11 EVERY OVEFLv a - - I 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE
<br />12* N/A TO N/A 9 I N/A 9 1/2- N/A 3. (BOTTOM) EVVtY O�"LAP 1-11 ,-a =_ I ; ATTACHED TO INSURE PROPER ANCHORAGE, THIS SHUTTER SIOU, ONLY BE ATTACHED TO COKIMM KOCK 09 WOW FRAME
<br />- /21 9 I _ - ---- I 1 1/4 __ _ � 1/4--g, S. ALL SCREWS TO BE StAINLESS STEEL 304 OR 316 AM SERIES OR CORROSION RESISTANT COATED CARBON BUILDINGS.
<br />- ,/I. d STEEL AS PER DW
<br />12' S@ , 50018 W/ 50 k.1 YIELD SIR104GTH AND 90 kei TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION
<br />N/A 12' N/A 12- NIA 4' (TOP) I _L_ ___ 2411.3.3.4. 10. EACH REGULAR STORM PANEL WITH LENGTHS OVER 90", AS PER SECTIONS 1. 2, 4, 5, 6 AND ALTOKATNES IW. 3W & 4W ON
<br />- 4 I - I -J.- - - _j_ -2==- - 2w 9 11 U_,:�� "
<br />!� ". - (BDTrOM) I TO CLASS. Dim), OVERUP 6, SHEETS 4, 5. 6 A, 7 RESPECTIVELY, SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSIRUCIINC OWNER OR IEWNT TO
<br />12' 2 1/2* 12" it* I - 4 1 ! i 9 i I A , ,/� f� �%Iftw I BOLTS TO BE ASM A-307 GALVANIZED STEET_ OR AS 304 SERIES STAINLESS STEEL, WITH 36 k. MINIMUM YIELD STRENGN SECURE PANELS WIIN APRUCABLE RONFMCMAENT DUFdNG PERIODS OF HURRKANE WARNING.
<br />11 I. -+- ----I x 7- ANCHORS TO WALL SHALL BE AS FOLLOWS--
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<br />* UWPED TO S&O R.I. ASI). OEM PRESSURE RATING. 11 4 I 1 A! 11. THE INSTALLATION CONTRACTOR IS TO SEAJ./CAULX ALL SHUTTER COMPONENT EDGM WHICH REMAIN IN 00tnNUOUS CONTACT WITH
<br />FVI-F-O - I I p �, 1 1 . . I V fig J I (A) TO EXISTINg POURED THE BU LEaNG TO PREVENT WM/R" iNTRUSiM
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<br />A SEE SHEET 25 FOR ANCHORS TYK & SPACM FOR DWALLATI&S INTO WOW + MURES M., DISTANCE BETWEEN BOTTOM OF PANEL I I. . I I j I - 1/4-0 TAPCON ANCHORS AS MANUFACTURED BY LT.W. WILDEX. INC. (Mi.. Vc3192 p.J., 12, t
<br />MW BULD141 112- I � E 6 ' I I !I . STORM PAREL INSTALLATION SKILL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS
<br />MD^W ANCHOR SPACINGS AND MWIMIUM UM DISIANCE AF46 IND"111 ON THIS AND (1) TO BE 1/2' M.. I J_ III . I - - 11 , I , . [ ;1 - 1/4" 0 x 7/8" CALX.-IN ANCHORS, AS MANUFACTURED By DEWALT INC. PROVIDED BY THE JURTSOVION WHERE PERMIT IS APPLIED TO.
<br />SCHEM&E FOR EM. I= IHM VADICANIED ON SCHEDULE REDUCE ANCHOR SIAC14 -I tk 9 It . I - 1/4'0 . 3/4' SOLID -SET ANCHORS, AS DiSTMOUTED BY ALL PONT SCREW, SOLT & SPECALTY CO. 13. (a) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED By IN ENGINEER IS GENERIC AND DOES HOT PROVIDE INFORMATION
<br />BY MULTIPLVR4 SPAC14G SHOWN MW FOR - I � J� (w. r. 3000 "-I-) I
<br />RMM SWINS OGTMNIED USING IA" SHALL � ZELMATE FEMALE ID & PANELKATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS.
<br />THIS OPERITION To BE PoSiaLr011 SCHEME By INC MILOINNO FAC v I I - #14-10 P FOR A SITE spEcinc PROJECT; I.e- WHERE THE SITE CONDITIONS DEVIATE MOM THE RED,
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<br />NOT BE LESS THAIN WINIMUM SPACAND NOW0 MR EACH ANCHOR IYK AT . I - - J* I! . - 1/4-0 ZAMAC NAJUN ANCHORS. AS MAMUFACTURED BY OEWALI, INC. (b) CONTRACTOR TO BE RESPONSIBILE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT
<br />ANCHOR$ LEGEND. i h i�u ,:__ BASED ON THIS P.E.D. PROVIDED Hf/SHE DOES NOT DEVOTE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.
<br />2 L - A. 1) MINIMUM EMEREDWENT OF IAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4"; 2' FOR EUCO PANFLMATE AND
<br />/1'. /4 Ki /1, : 1/1. + + REQUIRES M- DISTANCE BETWEEN BOTTOM OF PANEL �#4"* P � ID , I __j ' I --]
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<br />___I_ _�� _ 1, / CONSTRUCTION SAFETY AT WE IS THE CONTRACTOR'S RESPONSIBILITY-
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<br />AMC" TWMIK ... M aax� I AND @ To W_ 3/ler i 3/145 2 - ty 11 / 1-1 9 1 3/4- FOR ZAMAC WUN ANCHORS.
<br />MAA. I �,&Amlsndm- IA 00.00) % w I (c) THIS PRODUCT CYALUARON DOCUMENT WILL BE CONSIDERED INVALID if MODIFIED,
<br />I . I& THREADED ' -Ms�
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<br />W MMM SPACMG Be.) 3 3 21/2 �� 1/410 LAG SCRM 0 6* oc� I , *1 ;9W a 12 1/2* OC, I I L / '. L y/"??4,_1; tom A2) GAUK-N & SOW -SET ANCHORS SKILL BE EMBEDDED 7/8' INTO THE POURED COW-REIT NO EMBEDMENT tNTO
<br />, " : � si�� STUCCO SHALL BE PERMITTED. Ile 0-20 SCREWS OSW SHALL BE 1 1/2" LONG MINIMUM SHOULD Stu= E=, (d) SITE SPECIFIC PROJECTS SKALL BE PREPARED SIT A FLORIDA REGISTERED ENGINEER OR ARCHITECT MICH WILL BECOME THE
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<br />0= 0-te vo �RDD g.. v
<br />4 , H&`Vm-'mTT 29,2,m, 09A ILA? OR ON ME AN I m MINI V FOR WALLS WITH NO STUCCO, AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS WID HEAD, 04GINEER RECORD (E.O.p_& FOR THE PROJECT AND WHO MALL BE RESPONSIBLE FOR THE
<br />5 E. JE, It, S I I& SOL g-
<br />wIlvii, mmot Olo f-mamor PLUS 1VI ,W�;�M W/ 7III-OW32'
<br />I Mah. KNETAKRON 0 12 IF WALL MOU IN ,,, BUT WITH WNG NUT& PROPER USE OF r RECORD, ACTING AS A DELIEDATEI) ENGINEER TO THE
<br />m !!m 101cm SOU IDDO 0 1/4'. sck"m a 6, �' LAG = P RE.D. ENGINEM SKqIL SUBMIT To THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW�
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<br />.36 - - ION I ON &3) IN CASE THAT PRECAST STONIE� PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FUUNTO ON THE
<br />, 'Ir I - I Ww�. 2gQ4' INSIALLATE 1/2*Wm..WTHIE.amw ; EASTING WALL OR FLOOR, ANCHORS SHALL BE L014G ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. Ia) THIS P.E.0 SHALL BEAR THE DATE AND ORIGMAL SEAL AND SIGNATURE OF THE PRORIESSIONAL
<br />I?r - 6 mo REGIARIED AUERNAM 2N 9XIM OF PLATE
<br />; __ EDGE � 1 �, UK 2*.4* ill= IF ANCHORAGE SHALL BE AS MENTIONED IN M) AND IN A.2). ENGINEER '0� RECORD THAT PREPARED IT.
<br />3" IAQ - It ilk SCALE 1/4--l- , PLATE REOULRED FIAT
<br />3 1/2 I" I - I ,.w - ALJ%,�� - - 1 � I- I � - . I �� 14. SHUTTER MANUFACTUREIR'S LAM SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />, I = PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.2 OF FLORIDA BUILDING CODE ONE LABEL
<br />- T , BUIL%�TING (a) !DI/V4' 11 TAPCON ANCHORS AS MANUFACTURED 13Y L I. W. BUILDEX. INC. SHALL BE PLACED FOR EVERY OPENING� LMELING TO COMPLY WITH SECTION 1709.9.3 OF THE
<br />I I 11 1\ - 1/4* 0 x 7/8 - CAU(-IN ANCHORS, AS M04UFACTURM Err DEWALT. INC. FLORIDA BUILDING CODE.
<br />I , � ) E=R TO CEILIN UN7ING _ 1/4-0 X 3/4- SOW -SET ANCHORS. AS INSTRIBUTED BY ALL POINT SCREW. SOLT & SPECIALTY Co.
<br />A= , INSIALLATtION ALTERNATWE 4"W - #14-10 PAKELMATC FEMALE 10 AND PANOLMATe MUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION P 11111111
<br />X0,11111111f4f,", I. INSTALLATIONS ARE ONLY VALM FOR SUILOROGS WITH AS D. DESIGN LOADS 1 2 m� - 1/4' 0 ZAMAC MUN ANCHORS, AS 1AANUFACTURFD BY DEWALT, INC. v. A. I
<br />,,, j� N. Titz ly UP To +68,% -75.3 pat AND PMM'S L04M UP TO W-10'_ -, ,MFR0u$#,, 4 SCAU I/4*.1" ...
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<br />/2,71% z FOR ME* WOOD FRAME CONSTRUCTION, WOOD MEMBERS TO BE SDUTION I .. I ,��f .. '? --I IiL 1) MIMMI) EMBEDMENT OF TAPCON ANCHORS. ELCO PANELMATES AND ZAMAC NAAJN ANCHNOR, THE \�GE L...-
<br />'4 - I.. * p". SE %." �.!14/?� ,. SCALE 1/4 - M
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<br />* , I P91IE ffb� 2� W/ SPECIFIC DENSITY OF 0.55 OR EGUAL_ $ -�F2-`\)��EN,y, � -10% . FLORIDA BUILDING CODE (Non High Velocity Nu cone 7�nai)l
<br />,P:Nse *%.. lsi�� . I I . .. e -%� -,, BLOCK UNIT SKILL BE 1 1/4*- . .
<br />___1'_*�1"' % FWRfDA BUILDING CODE (Nigh Velocity N cone Zone) I Z,--' .. . ._�. FLORIDA BUILDING CODE (Niiih Volmity N cone Zone)- & SOLID -SET ANCHORS SMALL BE EMBEDDED 71W INTO THE CONCRETE BLOCK UNIT, _� .1 .1 W,44 67 ` S .= SUZ(O. m f.,
<br />. - I t ' 24 GAGE GALVANIZED STEEL STORM PANEL
<br />s ... - . Q - NO - - 81) CAU(-IN � I *. lm Cattail ft
<br />= . No, 44 1 ., . f 420,M) xvcv. - TO. �4 i67 - z oUca Tklmm�_ - 020 SCREWS USED SIA11 BE I I/27 LONG MINIMUM �
<br />= .. * 20 GAGE GALVANIZED STEEL STORM PANEL = F.P STUCCO SHALL BE PERMITTED. 1/4 MST� *
<br />=*: * faitall 01. ISCA AT TOP = *: 20 GAGE GALVANIZEO STEEL STORM PANEL
<br />. '. <� al/In/sm
<br />mooAL ff/mwula %, � . * ,5� oRtla" W, AND 1* MINIMUM FOR WALLS WITH NO STUCCO. 11 - 0 �_� - GLOW PROTECTION PRODUCTS, LLC. om
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<br />%, . WL, CARDS BE 1`0��E . 1-d - , -
<br />- 1(111� to E"MID SUCH �... ,;; .. . - __ __ - ___ a ." � cam _ 333I. 20-175
<br />n DMQW. AUUMME-TOP-HICADIER 4 � .m s1w. a, STIM - EXISTING WALL� ANCHORS SKILL EFE LOW ENOUGH TO REACH THE MAIN STRUCTURE . , =
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<br />!�,o% Si IXE DF_.A.1=5i__� I PROTECTION PRODUCTS. U.C. I mm 'A , ` GLOBAL PROTECTION PRODUCTS. LLC. O/A'"- B-1) IN CASE THAT PRECAST STOW, OR PRCCAS" CONCRETE PANELS. STUCCO OR WOOD 8 "t RI
<br />4 11LIECO.... 4M S.W. 51 511111271' imm A IDI - "q " 5� FAA, Od4jatil�li
<br />-111, <1 I 3"14 -Jzbw - WYE fL 33314 ANCHORAGE SHALL BE AS MENTIMW IN S-1) AND IN 0.2). - Whi;":; wti=w ...... �
<br />17 ,IX�la�,� (OU - C.-01106710 - oKetee, III:
<br />""I - I K *A, - 4%,n" & Moo L-Gumm -,r' U C� ,0*-- $70 20-176 -"Allow ... Hill %Kml� Im t_. -PC �,�
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<br />, L � - __ 1rMOM-1011" TOP At BOTTOM MOUNTING$ CAN K COMONED IN ANY Qm0m w al )M-734 m "Naj� " %kol, P I si::AL,samiive� , �--- �,o I . I I ., , . '.
<br />11 it - ;i7li - I - � WAY 10 SIXT ANY INSTALLATION, SCAL14 0' - - 1 7 - ok-0110010 -.1 - CAMom ftT -f- I
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<br /> RE SEAvuslamijAVIIATE I MTO&�4 PJL I I NOTE � SKMER TR04xS W04m & � ,.f � ww * PET - .
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<br />MULOM ".D. DESIjjN PRESSM, - PONDING &, 1 /4, 3/4, 4/5. 5/5 & 6/5
<br />WLARa LIFE SAFETY & E- 5YSTEMS MAXIMUM PANEL (1) LE i ]INLY FOR REGULAR STORM +2/4 FW'IW/B. 2W/G. 3W/7 & 4W/7 INSTALLATION DUAILS FOR REGULAR PANEL I
<br />(SCALE 1/2-l-) 3- MAX ANCHORS (Six SCHEDULE ON
<br />PM= INffA=0N I= POURED CONGEME. CONOM wmK & Mgt) W 1. ____ SHEM9,10&11) - 3' MAX INTO PQURgD CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />! ________IS.I2S- (TOTAL WIDTHI�-- --- 2.11871--- , SINGLE EMELSM IMMUMM 2dG1E_EANWa)U=U= AT EACH ", a 0 . _ / I a I' WN.7 jWSTHQ POURED CONCRETE G POURED CONCRETE
<br />i f______,__M5O0` (EFFIECTIME WR7NT--------j i-!!4 '193 1 1/4'0200 , - OR CONCRETE BLOCK CONCRETE BLOCK
<br />� I . 0 , 4" AT TOP OR BWQ ffia-m 'TRAM a) - (@ � a a 2R D.M.,(j),CZDi(�). _74 cl - x4m. I REQUIRED.
<br />C, � 4 -1,750 - S5. STUP rT-1--j-r -r--i--i-r--r-T__I_f__T_T /'r- T__I__T r-r--T-,T I I I _,�
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<br />I ' I " / OR 0 12 i/r D.C. �
<br />� 1,2�S, F_ 12�:. i CONCRETE ANCHORS CONCRETE ANCHORS
<br />lziKr OD* .1 .086* � @)1@-19 i (SEE SCHEDULE ON (SEE LE ON- 005,11140 POURED
<br />.500* - F1.3SW-1 I AD- ! , � � 1 - __ I MAXIMUM PANEL LENGTH MAXIMUM PANEL LENGTH 0) CONCRETE OR
<br />, __4 1 _"op - -.-- � -L+' OR %-" (ft.) 0 .L,. OR "L-" (ft.) 0 1 � I SHEETS 9 THROWN I I 0 !--(�) CONCRETE GLOqK
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<br />PANELS SHALL BE WAU-0 ALWAYS 30.0 11�4� to.-O. jao w_r w-r . L_ c (y)
<br />ti��� UNBOLTED PANELS �_ BOLTED PA14FI 1 I i i G) . if
<br />FROM LEFT TO MW W/ 1/2- LEG -16.0 fo�fol 9*-v* I I I j
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<br />AT END AT LEFT SIDE OF PAIMIL (�) *H* HEADER (�) - MNS (�) ANGLE WITjj 2JUD - 'i (SEE SECTIO14S AS I / (SEE SECTIONS AS 9`PUCABW i , ____r_ _r ; � � I 9- CL 0: ,,<
<br />40,0 iw-r 91-01 9,-B* -2- 3LE) � I E.b, I j
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<br />- - ___ ___ - . ___!E0_ APPUCN I / . I W�+ SMAW10 : 4_/Ia�-o � I
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<br />a'- , i =%=. =11L 1) !
<br />, TIP. TOP EDGE - - --- L___ - / " ____ - - 11-1-1-11-11 - I -_ I .. - I -i-t-L-1-il I - f- - To GLASS. --- /) "I -1 fS� I .1 I : _
<br />,/ or � 0,024- (W.) Sao 91-11 A'-4' 50.0 gr-7* 2' - I EXSWffi I - "I., Mex i . :z -0 C S_
<br />PANICS BM UP I__ GALVANIZED STEEL I , - _� (SEE SCHEDULE 8 -_ _ - - - - t
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<br />375- --.I'D 8*-7' a�o' 5!5�0 S'_j' r-9, I I ON SHEET 3) 9 I 1. T
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<br />I ' I 7aa 7,-S1 r-ol MO 7*-S* 1 i i NEDULE ON -� 11 - I 6
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<br />1-1.1. - 2_250_ i �__L � ,I- 85.0 21-01 W-6" - - - .�O O.-J. . -.1 L*11 /4, 3/4. 4/5, 5/6 & 6/5 w : I I I Of IV � I --T I -
<br />_ __4 270.��l OR (YO 2/4 W I ; (1)
<br />..I �_ I - . '__ -.!a MAX. . -ii) " �-
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<br />ISOMETRIC !InEW DETAIL A _ ; I , 9110 01-91 61-21 00.0 III-$,* C-1, � W/6, 2W/6, 3W/7 & 4W/7 t i F
<br />I---,- ROUNDED CORNER 0 ENDS OF PANEL'S . 1 ! ,J wAiro MAPW, i � -C
<br />� f - Ali. .an" . <1 _71-- 95.0 a' SSO e*-7* 4II- W '-------AH1CKORS (SEE SCHEDULE ON VEETS S. 10 &II)--------------j I i i i �� 11 ; �
<br />-9 61-01 ' i � -
<br />� END UP W/ HEMMED EDGE. �1251 ED I ; ! f I E.b. I r
<br />i � 72Z78' - �_ . foo'o #'-$I 5'-tl* lomo 6*-31 5�7' _ I � i i � n E :t "�
<br />� i i (N.T-S) Z7 � -I . � � I � F-D. I � - -
<br />_ t I I � i < 0 �_. V,
<br />I TYR BOTTOM AUAM-J 54 6�-3' 5�01 fzmv 6,-X 51-4* 10 ELEYATION , F 1� ..L__,.11.1._ - 11 1-1-1-11111-1 - - i j � � i I .
<br />� 2.5w f ? --____Em of POOL "". N.T.S. I � A -- _0 � i f- --4--- 1 I, _) l3 L_
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<br />.750 � , KEY HOLE AT -PANEL 1.751)'�- 1 - I (MR OAILV -1 Ilim VALLM 1- � � I- i ___ I 3: �: C I w
<br />i .072' ! I 3 1150 1 51-6* 115.0 - - i I - - - REWRED. I (SEE SCHEDULE ON r= j
<br />--,--I - ___:_� - - - I t - I ----. ____ ___
<br />W - SEE SHEET 6 MR ADOMOftAL 119.5 11 � I �� (1)
<br />i . - T .7501- .8 r IF I awa\ - --* 12 I ILC. SHEETS 9 THROUGH 10) , .- (v C � 0
<br />; I , .991- I I � umaxtows wms uB*m is I 1'. /!17 /""`\ / � I' All,'' ,vo of-, .'s, - ..
<br />I ,-. � NJ TERMITE - r.
<br />INTO __ , I
<br />� 7 1 - I- . I ONLY VALID FOR INSTALIAT)" I �el� \--/ \--/ \--/ LEG LOCATION SET , 3: a. > --- : >,
<br />�
<br />� I ! MINIMUM SEPARATION To MAW SCHEME w I I
<br />; I - � WOOD STRUCTURES. MAJ% N_T_/1 �� \-T-/ c L_(��) -QS.Cw-.z-E
<br />i 1 12W , (�) . A -us, 1 F I
<br />I L_ � SECT19N A�A REQUIRED. ,
<br />� i MAX11" WIND SPEED 4 170 ..p,h WIND SPEED � 170 _P.h ALTERNATE CONCRETE 1 POURED CONCRETE ARE USED. I , r', - (I., C L -0
<br />� ! ! I ; �� Njs� L 10 ANCHORS - BLOCK REQUIRED. t -- ,-?� E: C
<br />,zf �______________.____J LI.Dw_ 2 - i _ - (SEE SMO)ULE ON =Az/=� - -1
<br />L_ ". 1 PANEL LENVTH
<br />1 7pa, 01) (SEE smmu ON
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<br />_Z.54a . : t..Ile .1 25' 21 I UWXSTRAWED I RMMNM UNRESTRAINED]_ I "CITIVi, stimrs 9 THROUGH 10) SHEETS 9 TKIFOU101 10) � w (/) C ; 0
<br />0.0 2!L)i 30 OR Lm 1. I I- it. I 6 1/4' Q(I) L+: M01MUM ALLOWABLE PANEL UNM MR A GIVEN POSITIVE AS.M DESIGN LOAD.
<br />T . .. �750` x (2) L MAX ALLOWABLE PANEL UDKITH FOR A GIVEN NEGATIVE A.S.0 DESIGN LOW � = C 0 ��
<br />(�) 'U" HEADER j A-) � >33 TO 9 1. I. . PRDCSXM TO DETERMINE MAXIMUM PANEL UIENOTR .-
<br />(�) REV, 'H' HEADER �_�___, .7i i � I I I 0 7 1/1- 7 1/2 A.S.O. DESIGN LEAD. DETERMINE MAXIMUM PANEL LENGTH %�* FROM S*fEEK1UE. 1. .- -a
<br />------I* MRL TO I M.,---- I � - I - GIVEN A POSITIVE = :0 I.
<br />. f >90 TO 145 1. E DEW# MTA PANEL UNOTH *L-w FROM SCHEDULE NG WALL MOUNMWdA= MOUNI > 2 w
<br />L--- 2.DOO" I 1 >145 To I 1. I I' _ 7 Ilr 1 7 1/2' I GVALft;��,. ,,,� BUILD-OVI MPUNT114G - > FL 11.5
<br />(R =m I " M& u__J OnNKEANL = M10 �IS MAL Mtivj oFrmm PANEL UNM
<br />RD ANGLE I I' I - 1 7 1/2' sEr#m *L+* AND It-,. SEGnQN j "AM
<br />(3) SCHEDULE ItELOW FOR Mal PANEL UENUM FOR POROSITY QUALIFICATION, . .
<br />7----- 3.000, --;- lvl�-Tu AL "'Hilimm.'a,", ul A__Luffia U rAULL-pankm ARE U . WRED TO * 95 p.t. MAX A.SM, OEM PRESSURE RATING I SCALE 3/8-1 SCALE 3/8-1
<br />.374 1 ' 1 .384 DE. ,P',' %A T14i S, (I 1/4"' WIDE1 MINIMUM PANEL FOR A GIVEN MOUtMNO 000jTION It -t-TO4 INTO "Go __ - -.---- -
<br />I I 0. __j . I 00,1�s�'...:_, /1)zN. (USE ONLY FOR C-2 HMO STORM PANEL - All .e % , k%t4lltf1p##,N
<br />I I .470� 275' f�..-'�GEN,�;--Ap' % SYSTEM) 6053-TO AWN. ALLOY SU`V`_� _Dw to & I I FOR MAX. A". DIE" LOADS & MAX. PANEL LENGIMS FOR
<br />'m .U. Ir TRACK -, SPAM LR IS USEIL
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<br />, 1 , * . - 02M MIM W_ - OR= MOUNT 46' 32, 36, w j 11 '14767 I t STEEL STORM PANEL �* _. __ 24 GAGE GALVANIM STEEL STORM PANEL
<br />WAM ft. x Oweam lwl OR- ft..
<br />� __j 1088' ! I �",T ,,.-- '12r - - I 1� 1% STATE OF :' tr --- 24 GAGE GALVANIZED STEEL STORM PANEL . 1. 1. - *., 24 OW GALVANIZED 1 u.44167 '
<br />4 i.5`xi,W $TUD ANGLE 35' 32 - - 42* - f z * * -
<br />--- 2JXXI`� - i� �_, � w/27/21,20 ' ' .* 07/V/Un NQ FOR COMBINA110" OF SFCnONS = I It, 07/V/MO
<br />L_ _� -imp.) 17m SECTIONS - .250' � 1 L i -0;. * DISTANCE z-o � '. It, GLOBAL PROTECTION PRODUCTS. LLC.
<br />. n_3 -r 1. 32' 32. +r or . 60" SO" s %, �= �_,__ - GLOBAL PROTECT STATE OF��. i p ""
<br />WIN. . .m - GLOBAL PROTECTION PRODUCTS. U. mm TRACK _ - ION PRODUCTS, U.C. QKTL� E.D. - EDGE IL ECOamt-
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<br />M4* 4W S.W. 51 STREET W '. 1. - -1 ^�e imica Sx 51 w11w (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE - 4m fire. 51 srlw
<br />" I ANWX_ 32' - ��- .�, V//'5;�,_ * 't Nj.r,.-
<br />�, � '�e '. '. 20-175 '.
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<br />.1 -m -, 'i" .., � 140 ammake. . SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY ... m .. !t4t.m4l;r=t; ,01. WE P_ =14 20
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<br />20-175 - . T� mi��fjmmmur . (W)M'-184'r� UX 1-Imme. i`__.`�el .... 1&41 `HQ`Ic woms-Tall, m Dia.ism-tor, -'7j
<br />W. -�Wu!e. - - - -11 I 50" 1 32' 1 32* w w 1 56- se , �Al Clik%2 .� - .1 MOONS ft INSTALLATION. - -
<br />0) BUILj)-OUT or (R RUILQ-OUTT *r TRACK g k (po WAMERED WINIGNUT CA-00M - Opp." - . I -1 ---, CA-GIMIS u MZ6-11-
<br />ME 61114ISKINIATAI�iDXCE !"i M.-M M !%"Tz�� - Ip I, "L -.1 - I - i I'll - i - - :��- Ain't iiizal M.- 1 - 1 - .
<br />TRACK ANGLE IZAMA11i 3 ALI" eALIMAUR, FT- man 2 OF !a limitw g�lRKRIATUIIEiS�int !m'-,:m .. I I - -1. .... ill Am ow- ". � T �. m- 4 OF 1.
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<br />I I I I __ -_ I
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<br />INSIALLATION DETAILS FOR REGULAR PANEOD INSIALLATION DEIAM FOR REGULAR PANEL _____, - INSTAWAIM QUAM FOR REGULAR PANELd)INTO WOOD
<br />INIQ POURED CONCRETE OR CONCRETE BLOCK STRUCTURES __ i"!--r-.�, ---.- INTO W-01-MUCTURES -1 - _7T L -----r---w. - I - I
<br />. �T L� v . i I , ;7/ 1 -.1 A 17, - SEPARkTION I i
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<br />ALTERMTE CONCRETE 11� -� _rODSAN Z __1 - i i q � '. -�77 -77
<br />___', ,___ / SEE =CM /I - - TO GLASS. -_ �
<br />ANCHORS LOCATION 11 - I � - �, " - /4-0-20.1- F (SEE SCHEDULE 14 1 / 1, / / ALTERNATE LEG
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<br />17-W SCHIEDULE ON �� _>`� , �� �� . SHEET I 1) z/ ill . 4) I I ON SHEET 3) i __V-A�_ 9 i 4'.S* (16n.) , - . /
<br />,TNCRETE CREX_ ! SHEETS 9 THROUGH To) OR CONCRETE BLOCK I I � I i ,v 0 a 1/4. D.C. =1m ; AM - / / ' �1; L, =�� I � - I- /
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<br />EXISTING POURED COIN EXISTING POURED CONCRET ,_ _� SEA -M
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<br />SHEETS 9 THROUGH 10�., REQUIRED. i REQUIRED. A . I �� I I v IA- E4/ /, u ` /
<br />�. / \ / , ----I .,
<br />CONCRETE ANCHOR! / � \ / . � _1 � PANEL LENGTH .;
<br />T---m WOOD HEVER - " _(�) _ � � ; � I I -� i l M SCKOUILAE ANCHIMUT � IV �Vfl� / 11" �� , 1 � 1. " a)
<br />==ZU7 \ � i LOCATION (SEE SSCHEEME RED-,.- _ - ,, , � I WOOD ANCHORS , 11 �, M, � � , -
<br />" I � . /� " , /,/ �:l - (SEE SCHMLE ON I _\ � �> F I I - A-- ON= 11 FOR INSTALLATION. ZI . - -- I' Afi.� 7-
<br />1 i 1 1/4, � I I . �
<br />I - 4) SHuT I 1) //1 , , - � I __ "/, / ALTERNATE WOOD ANCHORS /� I I I � i - E" 1/4-xl- �0 WASHER WAD (D
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<br /> '7 l^Nl' .D eiRiCa tKAD 4 = W. I 1 I/ I , � \ I - -ED- +_____i7.= .1" :nl,K*ff
<br />F_ r -rs d-X'm ON (SEE SC14EDUUE ON -17 ;
<br />m 11/4- I /1. '/ A _= 7 �� ��,, ,a 1111'1�17 5 � G I i 7 P1,9 , SPAGER I - 5G1 1 - SHEET I . \ �: - 1
<br />MAX. @�_ - ON OR � I" //, " - � ._(�) O' I - ,� � �] 1/2' . 12 'Ir .� _=
<br />fr FIS lIr-20* S_� " W/ Iorr I F - - � I/4' * , � I I . I W
<br />_,, & 12 1/2- Qt ; % �, % .______1 Wool) 2� 1 -1 ! ED � " - i �,�� / I -
<br />, � --i I I I I � w \ I � I WOW HEADER 11 p Itz __---I _1R__j (n
<br />SHEETS 0 THROUGH TO) � 1 \ / MIT, 1, ; � � , I - - - � I
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<br />I .,� HEAGE8-- � -4 " ,, . i
<br />I (WS E _ Dit , li2l' \' . 711,
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<br />Av. �= I "I v Max. i t � i i - i ---Lj w WOOD NCHORS , � � 1 wmo a i/e = -4-a -
<br />� __
<br />I � PANEL LENGTH � �� � I ,,I "' i 1� I I- W. LONG &UWINUM SPACERS 0 12 1/2- 1 (SM SC COLUE ON � It,; \ I i
<br />C _1G i ; E. (SEE SCHEME i � !
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<br />� W I __(�) I I I i _0) i I I � SEE NOTE - BELOW FOR UIVENDONS FOR 1 i @J 1 __�)
<br />I - _AVJWN� � � -ION I ON XPARATION 't:' MAX, 1 1/2- LOW SLErm, I -T I ,
<br />I , , -1 G) Tm� 1, IS I
<br />\11
<br />I �
<br />III- I I.- 10 CLASS. - I I i PANEL UNGTH i In t , � I
<br />_..-� � I- � � ; TO GLASS. I ZZ� ft & Ia g (SEE SCHEME PANEL LENGTH I I (SEE SCHEDULE � i V26 ME - I 1/�.-%B� I
<br />----- 1 (SEE SCHED LE (SEE SCHEDULE # a 0 1
<br />v a ON TO MASS. i 14�� p � ON SHIM U I 11 " bu-t-
<br />ON SHEETS ,\,I
<br />,
<br />(SEE SCHEDULE ON . , I I - 11 ON SHEET 3) i ON SHEET 3) t___ -I- ON SHEET 3) , i I I � 11 ok � lN TO GLASS. ! 0
<br />i. - 3) � ON SHEET 3) --
<br />'L' M... /,. , , SEE SCHEDULE ON SHEET I 1) � - _4�W i _ Min. SEPARWR -
<br />HEET I �_, - , - - , - , t_=__0__. _-, I r_=___,__ '---'-LL -,.--- -,-- ; , - 4�1_ �_ �,L- =m I "
<br />, �_ V MAX
<br />.... "MIFI
<br />___S 'L" M., __4___ _ " 4��
<br />1 � !_ - 'g-.Av t (SU SCHEME ON SHEET 3)-- 'S/ W PANEL LENGTH
<br />I --f- _____ -,.-,-
<br />__ _ -, -
<br />PANEL UNGTH L-1 --- =_ ,-- W V_ ��, , - 11 - , _ .- 141 4 2 1 1 1 - .1 Al
<br />� I I ___ I j 'L- MIAX� L
<br />. I - ,::a - WI., I !% L - L _ I
<br />11 --- - ____ - _N=v __ ,�,, =rr-en I I w � MINI, -I-
<br />- =4=11-ln -,, . SPAM I ":, , \ \ �111 � , , -=(MArE FEMALE 0 OR PANEL. VOTE
<br />t! (SEE SCHED LE I - - I I-.--- _�W FOR PAIG, � �_\, _` v I I-- L- , (SEE SCHEDULE
<br />� --- r,------LL-'- . - 1 U I PANEL LENGTH I / � � 11 _ = � ��. = .� ......
<br />wk . ON SHEET 3) E,USn I 11 (SEE -SCHEDULE . I (// I ,latun, came r-ri E. pq i 2-W 1 - PANEL LENGTH �Iv , � =.=., 0. SHEET 3) 0-
<br />, ___ ___ �__+_T__ ! PLATE REQUIRED 1 I (Sm SCHEDULE " .. ;
<br />i � I ---I I �SEE SCIM)ULE ! -,@ - . _71-1 1 ""Ki 1
<br />3 � I
<br />I I I - DIRECT MOUNT III SPACER a . z . .. I
<br />P0 t- � - i � : I I z . I ON SHEET 3) 1 � I
<br />- " I L � ! I * I I - � i .
<br />sa SCHEDULE Y_ -I : I � L I I . . i z � .
<br />; T= L 1 __(D I � 1.11's"N I I ON SH L EET 3) avl� - __ __ - ____1 i I , � WOW
<br />4 ; 56X � ____J�D 1 ; =Nqi � .,� _� T '.Z � . I _____ �" w 0-
<br />I OF v L 11 __T OF "v t i I ALTERNATIVE 2W" 1 ---(a) I
<br />I I I : I I______y, -_ i 4 <
<br />. I ; I OF 'L*
<br />- : . I . ; � , 1 - _�* I SCALE 3/8-i' 11 i ;
<br />i I I 1 5m 1 ; I "
<br />I . MAX OF 'V i , . l
<br />I � I
<br />� - __@ � ; 1 1 i I I DESIGN LOADS FOR ! I �
<br />(�) I 1�1. � MAX. �
<br />Is 1 . i _T
<br />a � ,,-,I-- 50% 1 5& ; 1___ f-I M - 4 . ,2 1/2- D.C. SEE TA13LE #11 ON SHIEET 11 FOR . PANEL LENGTHS &
<br />� I OF _L1 � I �
<br />I 0 12 1/2- Dr- - .i . ______A_. __ _j L i MAIL , I I OF 'L' 1 ED - - Mal KS.0 THIS INSTALLATION. ,,- -@ MAX, . I - i � 0
<br />.
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<br />. . 1 _ _.@ Im. ! , , I ' (�' Al I ; LIN -
<br />I i : - I- - , W I : ' ,
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<br />1 t- j I i I , 0 12 1/2* D.C. i �, .
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<br />9 I i i EF ,� __1 ___1 ',- I ; L__ i ! I � NO .. i , I i Eli 1�1 � 1 . mOm al -0
<br />Of!� I i - vll;�Im_ CONCRETE AN GIES - if ______ --- L__ 'r C
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<br />___ 1/2' O.C. �_ � r, - I ;
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<br />C ; 4 0 " - - , L i " 1 , � it 11 I. A,. ** him I I, (w
<br />Im'', 1\\1 EDGE OF WALL OR SLAB SHEETS 9 THIRD GH ICIF 2 I/O- LM ) MAX. ALUMINUM ", " � I N � ,� I :
<br />REWIRED � JOZT� CONDITION) A SPACERS 0 �af D.C. VAUD FOR ____L_j i 1 'I, � ��_ T 7__ STAGGERM W/ STUID SPACER Sk MY K 1 1/2' tDM F�. I -_ ; - 11 � 1 �� -.i i, , -, 0
<br />P/4- I- I I , (SEE SCHEDULE ON � �,
<br />f I I � ALL DESION S AND PANEL I I h, i � _� I I �,,. � � ." 1: - �____ - WOOD 2'.4' WOOD PLAIL � � - 1,
<br />� REQUIRED _0 ANCHORS
<br />_g7KNGEPDIJRED CONCRETE �i� " 1� �,� SHEET 11) (1) "ovum" a lun To A ONE am" MINI= *Am lw-v . - 11.6 _ �, L__
<br />, __�42 �
<br />00 ETE msnNG POURED CONCRETE ; LENGTIZ PC i SHEET 3. ___ �z �4 WA wm Roo, =MMMA =fNew Aw 1 "4 � 'I i l 1
<br />' 1'.4- WOOD , I ,� I ,� !f 1- I 1 1 � - - -I- - RECURED
<br />. ' *=M- WOOD ANCHORS ___ (SEE SCHEDULE 00
<br />CONCRETE ANCHOR5 I t R BLOCK OR CONCRETE BLOCK __ MAX. LONG ALUMINUM PACEFM 0 � 'j � vs K I,'
<br />(SEE SCHEME ON __ � REQUIRED REWRE11. ' I/2. PLATE RECUR We ' � � i i I ; � \ �j !, MAMW ~ I 1). ON 1. __ ", 1 ,
<br />_ * '12 11 ! ',�, I, �L � (SEE SCHEDULE � __ 'L, -, 1 1 , � I m o-
<br />HEM 9 THROUGH 10) "0' WOOD __. 4 1 f , I ,
<br />5 O.(I (SEE TABLESPI ON � , _=EAN S STU 1* WK SIERArAl M OILASill 011110900, __ (2) ZMMOOK 9A W ELMTORVALE To OR SHEET I 1) � ... .. - _____ ,�, i I SHEET I 1)
<br />PIZIMJ ,
<br />TE REQUIRED Sle�� trial
<br />germ 9 at 10.) I , I Ink 0 M.3 _�, W -
<br />- -_ I ' ' ' R / - -L A 1/4, = , ,
<br />,� I ill t5tL 5Ctel OND LEWIS %xxmz"r L__
<br />" i i 1 ! ", Ill SHEET I 1) COMKM WAIL V Oles 5 A Rm"wwH Fact 12 lIr = SPACING miom ON __2" Mf..--- - ___[ �I,L_`_Ll 11-1 � 0 (1)
<br />, low 0)�
<br />CLIUNG AIMMMOUNTING BUILD=QLI MOUNTING WALL MOUNTING IDIRE&M W45PACERS ffig OR " ,� I 1 I � i � . (1) Wamasm An OEM PROMM OKOM I
<br />wm� � RATING 5 +60. -03 P.t. 0 LWW TO W AT ANN a)
<br />, : (3) V=VL 211* AS MADAMOU"LOAMM LARGER MEL UMNS gLam ON
<br />:Em,p 7 �z ____j , "'i"Ll- � J (2) mkwm mm Punt. UNM a WALL MOUNTINQ I DIRECT MOUNT ..... SHEET it)
<br />SCALE 3/8-1- SCALE 3/8-1- w ALTERNAT]YE 2W I.), 72. "ING SPACEIt COMMOSAT f" Wou. BE AS "Xxm ON CEILING AND FLOOR ,MOUNTING BUILD-00 MOUNTING " ICU
<br />WALL MOUNTING (3) m%-t24T%r'..,S ,::L SHIEET I 3/8.1'
<br />SCALE 3/8-1- WMa 2. "MOVIT" OF I 11r LONG VACOR 2A ITS ONLY ALTERNATIVE 4W
<br />ALTERNATIVE I W r FMWMZONMI.2.w3mvovmw� soml 3/8 I' SCALE 3/9�1*
<br />-1, somweal ANG THE 2m Ile, W" OF THE FLOARA, ,"Imitil,100a " 00
<br />SCALE 3/8-1" (4) INSTALLATION VAUD ONLY FOR WIND ax� CODE / - 1, %
<br />*1
<br />0114401" ;g
<br />= 2 & 3 PER ASIM E ,�,��:.T/Q/-%
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<br />: . '? , NOTES, " . . Itu mu 0=, I NOTES: _z : -'.
<br />A 1� `�% " ,yl 2
<br />, .,I,: --� HNIgh Vmjocf�fy Hur no Zone) .- I - FLORIDA BUILDING CODE (Non High Vol HM FOR COMIENATION QE SE = . No. 44167 t = FLORI A BUILDING CODE (Non High Velocity Nu cone Zone),
<br />Irp - * Ny-vae , �_ FLORIDA BUILDING CODE (Non - !mLy mu orma Zan*), z =
<br />I� INSTALLATION ARE ONLY VALID FOR MAX. &S.D. z : w ollre A= PIT= Ac. I.P.
<br />u.441 N OF SE=N : = - 1 am I%= W, f'r. TOP & BOTTOM MOUNTINGS CAN BE s <
<br />- 1 STORM PANEL UPON fall DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS = COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON I; .. TE OF :,',:L� S Meet W.l
<br />A, : 67 '. - vaillo mmxk mae. 24 GAGE GALVANIZED STEEL ROTE FOR CONIBINOO I . INSTALLATION ARE ONLY VAUD FOR MAX, KS.D. i - No. 44161 '. 24 GAGE GALVANIZED STEEL STORM PANEL GRAIN , DESIGN PRESSURE RATING MO AND PANEL LENGTHS 24 GAGE GALVANIZED STEEL STORM PANEL
<br />� *' I * 9 - z * .1. _ __
<br />F I * z *; . -, ,��
<br />NOTE FOR CQMBIhQ0 OF SIP094s; : ;�/27/2- TOP & BOTTOM MOLINTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR . I - , z
<br />_O' 0/v/2020 INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD �.fopji , -
<br />-w E 04 11LIEC0.111C. ,- GLOBAL PROTECTI
<br />_� = am A-, PNOW- (a!i4)Wa-?54a. FAX, tASOHNIS-41M PRiew � )GRO-7644, M' (ft4)UD-SW - aMilim; - - (04)60-754 FAA (W)MMIR-11727 CRANNO NI, .
<br />TOP & BOTTOM MOUNTINGS CM BE 4" &W, 51 vmw INSTALLATION. � STATE Of�__ tMARD M 51 SrFALT , � ft ON PRODUCTS, LLC. 'wt.
<br />F-D. - EDGE DISTANCE TATE 0 . "x_ �, GLOBAL PROTECTION PRODUCTS, . %, , _ : _:_:� '
<br />x-&-'.... ,� �, ..- � LLC. DATE COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W) - , I', A - L PROTECTION PRODUCTS, =. WE, MEMBERS TO BE SOUTHERN PINE No 4 W1 SPECIFIC �
<br />(SEE SCHEDULE ON Z��� z �__ - - �__ - �_ "I -��,' L
<br />_ n- DENSITY OF D.55 OR EQUAL. ,��A C .w ". !II STREET
<br />, . "mm , GLUT - . alioiltOOlate ww_ PHONE SAKE. n_ =14 20-175 0
<br />SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT AW -11 - - - - - -% -175 � o ai"' .: ,. "Ar IL 20-175 , !%-�__= I I
<br />INSTALLATION. .. .. s e.x..:E7.Fw . ME, FL 3ml* MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC �A � ...
<br />. g� 2. FOR NEW WOOD FRAM CONSTRUCTION: WOOD
<br />. :!�, , 20 �4 111w
<br />MAI jkl,,�", -w�.! - 1 - !��. -j*a.._--- -IUAIAI i *�"'I� ,IN !-*! - !"o" RE
<br />I r 1INIRSaWL-sammIRE/vATE 0""a"11.1 1z , - rm ! I I DENS" OF 0.55 OR EOUAL� . 0 A. "IA pz� I i - 11. " CA-0001000 . I , <
<br />_ 'F , , I I I S.W 5 or Ia . - I,, ! I f , - amon 6 w ill - *,nILmwr.,L I m & 1.4 1 $"an I of is _j
<br />. Utrm LIM wip - I Ct�� n4earts I 1 4 � � , �*! "` i "' , , - a_
<br />I
<br />SHEET NO.
<br />SH 1.3
<br />
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