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C/) (D <br />> C- <br />0 -1-0 <br />L_ _0 <br />q) CL C: <br />c�, o 2 <br />(SEE SECTIONS ON SHEETS 17, is, is & 20�­___ Co -0 0- <br />ir MAX, 3" MAIL, INUALLAMR-QUAM Egg QEILQ"2 EQR WEE SAEEIY MR 10 (1) <br />INIQ OWING egUREQ ONMIE OR COCREIE l=K SIR IMMLINA110 DETAI FOR OPTION #2 EOR UEE 5AEEIX SIQRM PANEL SYSTEM 0 _1�_j Cf) <br />1* MIN, 0 A, IIAW/20 !%';TV a mm/w I* MR. <br />INIQ EXISIIK9 P-QURED CONCRETE OR CONCRETE BLOCK STRUfJURE5 :3 m CT3 <br />91 O.C. <br />0 0 0 0 <br />ir O.C� Oz <br />POILIFEED COICREM, 0 <br />ROUSED, CONDRE: 1 -2 <br />OR ODNCftM OR <br />BLOCK REQUIRED nglm-&'m WEQL"m =Lm v"a <br />f--C4 C REQUIRED <br />f 1/4- 2 C 0 <br />F 1/4� 0 CL <br />1/4' 1/4- <br />0 U_ <br />C4-\ C4- <br />ED.* El <br />CIO 0 co <br />Ef <br />0 <br />0 <br />Cn <br />A <br />PANEL UNOTH It I C- co <br />CL <br />EM <A GlAkn <br />-4 <br />_4 <br />_4 <br />P <br />W." Put a <br />I Iry <br />f <br />f <br />-A&AMOALIFT&Ivar F*e. <br />4=. <br />L* it a Seem <br />-------ANCHORS (SCE SECTIONS ON SHEETS 17,18,19 <br />mr;xr <br />_0 <br />6,0 i " , I xj <br />QEBQN #2 FOR UEE SAFEIY �JQRM PANEL ELEYAII!QN i s** <br />i <br />SCALE 3/16--l- <br />OR 2- 1 <br />2 M.1 W/ il/2 Lt4 ",'31MLS ll-s� W/ <br />I; ltt�f <br />NUT WASHER <br />OUT WASHER <br />w om_� NUT 2 WN. <br />012 NO <br />Ile O.C. 14710*0 FANELMATE PWS W/ <br />WING UT t=C) I - - <br />10, -ANELWTE W/ <br />TAPOON ANCHORS L-.-Yr TAPOON ANORDAES L Ile TAPM 313r W14 NvT WIRLEN A., WINO NUT WASHER <br />a 4 11r O.C. ____*4HORS O.C. <br />(BEYOND) <br />(STAGGERED w/ STUD) __4ZT/_ `Nw-7 0 4 112* O.C. L RED CONCRETE <br />_pxwro CONCRETE L.--,. <br />RM L --NURM WOUCK L---mm CONCRETE I CRETE OR <br />_rPURED CONCRETE OR CON, SLOCK CONCRETE BLOCK <br />L­�110 COT 0=9 ro"LAM OR CONCRETE BLOCK ON CONCRETE BLOCK REQUIRED REQUIRED <br />REQUIRED REQUIRED REQUIRED REQUIRED <br />MOUNTING 10AUAMIll WALL IdQWNG INSTAIJA110M WALL mouvirimp I WALL MOUNTIN12 I UAM WALL MoUtmog I <br />SCAIS T WAJAI. MNMTM IRMLLADW UAMN <br />SE1031111 MA <br />A U Q MI&EL <br />MAXIMUM A-11), QE5[ ESSURE WING (p.l.f.) AND A�� PLAEGMAILYAHM 2 ufffig"�Ef. <br />SCALE 3le-1, 0,40NION"., <br />........ SrALE.1/e-1 SCAUE7,1/E5-.I_ SCALE W.1" <br />CORRrspoNntwa mAximum PANn irmmw "I" qzm4mmir SCALE Slr-l' SCALE 3/8*-1' <br />ANCHOR ym /0. 4 z <br />SM *W III A 20 POR ANCHORS T" A, 0"IMUN, --!1/ 1/0. <br />SPACING FOR ASIALLAMOT INTO WOOD %�Vlvmft ANOW Ift <br />it wom <br />No, 44167 Pt, TIZ WX SHM 1 6 20 AIR ANCHORS, TYPE <br />82 <br />FRAME 11149m M. ANCHOR SANOW 01) 3 SPAM AIR OGIAUA= Puts <br />MEM!" AND" SWINGS ANI) MINIMUM 14-1,110�P. . FRAME SUKQOAI� Iwo wow <br />MARC 0630OU ARE INOCATO ON THIS , *tm- 10--w 3 iia" Mo" vAmm BA) <br />MOLMUM XS.D. Max, PANEL LENGTHI FLORIDA BUILDING CODE �Hllqh Velocity cons Zone) SCHEDULE FOR ES. Less rl" M"M ON "WAI 3 r� 3 4 1 * " .44167 <br />t. FLORIDA BUILDING CODE fflh Velocity flu cone Zone) FLORIDA BUILDING CODE (High Velocity Hur *one Z*ns)l <br />A/ lot IN; w <br />0= lk"m W_ SOLO= POR m = It" ""m ON F-.w ;=Z 3 WON) W- F.P. <br />MI nil W*V" POLUCE ANCHOR SPACMIX Of 4 20 CAM GALVARM STEEL STORM PAREL SCHEDULE 20 "GE G&VANIZU? STED. STORM PANEL <br />DESIGN PRESSURE L N)MUm ANEL 20 SAM GALVANIZED STEEL STORM P#a rP. MULTIPLYING SPACING SHOWN SCIEDULE AM^ 11A aw"m FP. <br />M <br />TO 1 LONDON awm all BY THE PDU.041010 FACTORS, SAW" sy.. WILIftym VACM S140fil ON CC MIXOR <br />RATING (psJ) (SEE SEnONS) mm" TO at P%mSUL wouln -4 'TATE <br />GLOBAL PROTECTION PRODUCTS. U.C. GLOBAL PROTECTION 'Uml 1� > GLOBAL PROTECTION PRODUCT% LLC. <br />81-8. 11 11 11LIECOme, \ SPADWO OVPXM USING FACTOR NNE C �O. 45W SLIC 6 STREET <br />+554, -72.0 2 - 3/4' 11LIECOm. I =I Tw I", TACKR ------ rE0 PROWJCM, Lw. <br />Aft �t, <br />'.50OLTE FOR PON ANCHOR Tft somZ6 AL <br />D it, 61 SIREET OE LESS <br />H'NF, S,� OPAL P. =14 20-176 FOR mm "MR FINE ON INS spmu TILLIT ICSTING A VIANWOUILHO WWAAY 001-- 0304 <br />20 1 3 a: lot$" 726I.At'm 4M 'LINRIINF-7eft, FN'J� (ALMINAL" 20-176 <br />*3ttwT"_3._ - tv- -- - - <br />-176 1 3 1/ <br />VAX, ("LLMS-rw -AA <br />PX, --Mt.NMAwz oa,.,URE,_ OROM av-tow, <br />ATAIA.] m F. <br />m_ �� PX <br />NeXT I or PZ "mm or M, <br />E.J. w <br />INSIALLATION DETAILS FOR FTI 42 FOR UFE SAFETY STORM PANEL S-=hl IMALLAIM JDETAIL§ E0 QEIIQN #2 FOR LIFE SAFEIY 5IQRM PANEL MTEM CENEIML NOTM VALID E-2 H" =0 PANEL <br />'TURES L E-Z HANC STORM PANEL SHOWN ON THIS PRODUCT DOCUMENT (PfLDJ HAS BEEN VERIFIED FOR COMPLIANCE IN 9-1) MINIMUM EMBEDMENT OF WCON ANCHORS AND PANELMATE FEMALE ID At FANaXATE PLUS INTO CONCRETE <br />jNT0 EXISTING,MOD STRUCTURES <br />Ar <br />ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SHALL BE 1 1/4"� <br />7_77�711 <br />DESIGN WIND UMCS WILL BE DETERMINED AS PER =TXW 1620 OF THE ANA MEW04ED =I- -0 X Ile CALK -IN ANCHORS SHALL BE IS 7/Ir INTO CONCRETIL <br />FOR A WIND SPEW AS REOUIRED SY THE JURESDIC710#`1 WHERE THESE MR M) MINIMUM EMMM LIT OF 1/4 <br />EET%j UL <br />o CS SE4%A LED AN NO EMBEDMENT INTO ANY FINISH MIITERIAL SHALL BE PERMITTED. <br />FOR A DIRECTIONAUTY FACTOR 0-045. M kSD!l <br />1/41 o-2o ss mwxx Rom u= Smut. BE LEND DwGHTsNouLD ANY FINISH MATERIAL EmST) To <br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26, ENGAGE 3/4* INTO ANCHOR& <br />44'0 TAPCON 0 d' O.C� IN OMER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-15 <br />1/4'# TAPCON 0 W 04, <br />W/I lIr MAL THREWED -_ Ell"'.OrmllIz. SHALL BE FIRST REDUM TO ASD, DES" WIND LOWS BY MULTIPLYINO THEM BY ER D ON THE EXISTY4 ALL <br />AT WOW HEADER HEADIER TO COMPARE THESE W1 MAX cAll) Desev PRESSURE RATINGS 9401CATM ON SHEETS 25 IS 2& ANCHOR$ SHAILL BE LONG ENOUGH TO BEACH THE MAIN STRUCTURE BEHIND SUCH AgaS, 94MORACE <br />0.6 IN ORD To IN CASE THAT PRECAST STOW, OR PRECAST CONCRETE PANELS OE FOUN G, W <br />WAM HEADER HEADER �c -C <br />SMALL BE AS MENTIONED IN &I) MO IN 8,2). <br />DETERMINED IN ACCORWCE WITH N-03, 2015. (C) ANCHORS SHALL BE INSTALU3D FOLLOWING ALL OF THE RECOMMENDATIONS MO SPECIFIDAPOINS OF THE ANC14OWS <br />+1 1/4* <br />IN OMER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS PS& AS TESTED WERE NOT OVER STRESSED, A XLX INCREASE <br />1/2' 1/4' IN ALLOWABLE STRESS FOR WIND LOAD$ WAS SM USED IN THEIR A44LYM FASTENERS SPACING TO WOW HAS BEER <br />MANUFACtURM <br />12. STORM, PANELN ADEQUACY FOR IMPACT AND FATIGUE MISTANCE HAS BEEN METED W ACCORDANCE WITH SECTION 1626 OF <br />THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LASORATORY� REPORT j 20,32, AS PROTOCOLS TAS-20t, M IT $HALL BE THE RESPONSIBILITY Of THE CONTRACTOR TO VERWY THE SOUNDNESS OF THE STRUCTURE WERE SHUTTER <br />TAS-201 AND TAS-203, TO BE ATTACHED TO INSURE PROPER ANCHOWE. THIS SHU71SR "LL ONLY K ATTACHED To GO . BLOCK <br />NCRETE <br />-CC CU <br />NT. OR WOOD FRAME BUJUINGS, <br />fit 7 THIS SYSTEM HAS BEEN MIGNO TO BE INSTALLED ON THE OLTSIDE OF THE OPENING ACCESSING: INC OPENING FROM THE <br />_CD INSIDE W/0 THE USE OF A LAWLER OR UFT 114M APPLICATION IS VAUD WREN INSTALLATION IS INTENDED To BE PERFORMED 12, THE INSTALLATION CONTRACTOR IS To SFk/CAULX ALL SHUTTER COMPONENT EWM WHICH REMAIN IN CONTINUOUS <br />3) FROM THE INSIDE OF STRUCTURE, <br />CONTACT WITH THE BUILDING TO PREVENT WIND/"N INTRUSION. CAULK AND SM SHUTTER TRACKS ALL AROUND FULL <br />.L. i Mil LENGTH. <br />=1110 <br />3, SERIES IODO INSTALLATION IS APPELKABLE TO SINGLE AND DOUSLE KLING STYLE WINDOWS WHEN INSTALLATION IS REOVIRED TO BE <br />NOT SIMON" - <br />M., I __ 1 <br />(S PANEL LENGTH ON SHM 10) 1 : v � I I i I PIM-ORMED FROM THE INSIDE OF STRUCTURE 13, S70W PANEL INSTALLATION SHALL COMPLY WITH SPECS LN"tW 01 THIS DRAWING PL ANY BUILDING AND ZONING 0 <br />i PANEL LENGTH ON <br />CIE NOTE 1 90LOW) : : us <br />REWLAT06 PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. <br />PANEL LENGTH (SEE NOTE I BELOW) <br />--A PANEL LENCTH 4. SERIES 200D AYSTAUATION IS APFUCABL-E TO SINGLE AND DOUBLE WAG AND NOR ONITAL SUDERS STYLE WINDOWS WHEN <br />12 <br />CLAIM EXISTING to GLA"I (SEE INDIC I ERETOW) Im- 'L7 4­ <br />Ou IR3WILLUE (SEE NOTE I BROW) CIASS ------ j1- PANEL LENGTH REDURED TO HE PERFORMED FROM THE INSIDE OF STRILICTULM 14- ATRIUM WINDOWS AND DOM, INC. E - Z HANG STORM PANEL SYSTEM- IS PAIRENT PENDING, <br />Lw TXIMU) 1 <br />INSTALLATION 6 <br />sodmutr u: PANEL LEXCIR J) <br />ws� WrV SHEET 16) (Ser NOTE I BELDW) 1/4 (SEE mm - I ESELow) 5 ALL ALUMINUM DM UMENT (PXA EPARED 'n z, <br />5 7 3%2 S� . /12 INFORMATION FOR A SITE SPECIFIC PROLIECT; e, WHERE THE SITE CONDITIONS DEWTE FR S j <br />11""S SIGNS TO BE 606.�-TS ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED, 15. (A) THIS PRODUCT EVALUATION CDC <br />=*Z11, GLASS i.PR BY THIS ENGINEER IS GENERIC AND DOE NOT PRONADE <br />lzri I ON THE PXD, <br />L_ 6, ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-MIA ALLM <br />V (b) CONTRACTOR TO BE REVONSOX FOR THE SELECTION, PURCHASE AND 06TAUATION 04CLUDM LIFE SAFETY OF <br />I Y <br />7� ALL STEEL SHEET METAL PANELS SmAu HAVE STRUCTURAL QUALITY STEEL, ASTM A-653 ORA.-It 50 Ifim, CALVANIZED STEEL THIS PRODUCT BASED OR THIS P40 PROVIDED HE/SHE GOES NOT DEVIATE FROM THE CONMONS WAILED ON (0 <br />"sXwAT" W/Fy- se.5 KIN (Ar" ROLLED), THIS DOCUMENT, CONSTRUCTION SAFETY AT SITE IS THE CONTRAZITNI'S RESPONSOUTY. <br />< <br />6� ALL SCREEEWS TO HE STAINLESS STEEL 304 OR -NIS A& SUMS OR CORRO"N RESISTANT COATED CARBON STM AS PER DIN THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALLID IT MO <br />=00P ;ZATEfq,__ DIM <br />50018 W/ 50 ksi YIELD STRUNIIIH AND 90 km TENSILE STRENGTH III "" COMPLY W/ PlQRlOA, StIlLoVic CODE SECTION 2411Z-3.4� <br />(d) SITE SPECIFIC PRWIECTS SHAa BE PAEPARM BY A FLORIDA REGISIMED ENGINEER OR ARCHITECT WHICH WLL <br />0 BOLTS TO SE AM A-307 GALVANM STEEL, OR AMI 304 SERIES STAINLESS STEEL WITH 36 kli MINIMUM YIELD STRENGTH. BECOME THE ENGINEER OF RECORD (E.OX) FOR THE PROJECT AND WHO WILL BE RSSPONS*UE FOR THE PRQPER <br />P1,I). EWNEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE PlZ INGIREER, SHAM <br />10, ANCHORS TO WALL SHALL BE AS FOULDWIL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS PON REVIEW, <br />0 <br />(A) jLDjlaWA POLM <br />1 (4) TOM PX4. SHAU, MR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL. ENGINEER OF <br />lleO TAPCON ANCHORS AS MANUFAMM BY 11,X BUIUCEX� INC. (MIN. f`­,3192 pCi,) RECORD THAT PREPARED <br />�7 <br />i Aws, EILs. W/ 1/4' 0 X 71W CAU(-Al ANCHORS. AS MANUFACTURED BY DEMALT tl,[C� 1"3000 psL) <br />1�4 <br />t W04 NUT U.S. W/ Z <br />1 2 1/r O.C. <br />COW. 16, STORM PANEL MANUFACTUIRIER'S LAOM SMALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN <br />COW. <br />3/32* WJNG NUT /32* WING HUT 414-10 PANELOVITE FEMNLE III PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS, ACCORDANCE WITH SWITCH 17109.9,3 OF FLORIDA SUILDWO COM. CNE LAW SHALL BE FLACIED FOR EVERY OPENING, <br />w" wAsHm TKYONES) P�vl) LASELINIG TO COMPLY WITH SECTION 17MII.2 OF THE FLORIDA BUILDING COM <br />(SEYDNO) 1/4** TAPCOW B, e St. __J L We <br />TAPCON 0, 5' OLD, lj'4* TAPCOR 0 m* O.Cp 3/";r AND 2 <br />W 1 2" Milk THRIDOED Avl) MINIMUM VASEDMW OF TAPCOR ANCHORS MO POURE0 COMORM $HALL BE 1 3/4 FOR PANELMATE <br />CSIAGGIRIED W1 SNW) IN rO- WOOD PLATE 1 1 i 1, MR yu- wNG NOT <br />STAGGERED W/ SPUD) i r.4, wow FEMALE ID & PANELMATC PLM <br />IC, <br />WASHER 0 6 l/"4 <br />OF PLATE <br />MONOYN REGIRED <br />OF PLATE I - f PLATE <br />OF PLATE NOW PLATE -10 PANELMATE PIL w A2) MINIMUM EMBEDMENT OF 1/4 X 7/8" CALIK-IN ANCHORS SHALL BE IS 7/8' INTO GMCRETE. No EMBEDMENT IWO <br />PLATE 014-10 FANIMMATE P ANY MATERIAL SHALL BE PERMTTTED� <br />- - - -------- ja:;� PLATTE WALL 0 6 1/4- OX. 6 114- 0 W/ 7!2"0 SS SIDEWALK BOLTS UXD $HALL BE UNIG ENOUGHOSHOULD ANY FINISH MATERIAL E*ST) TO ENGAGE 3/4' <br />`9`&'aftA* DAM AT MILAMOTH OF PLATE At <br />IN <br />W" MOUNTING M.Nt"ON WALL MORMING INSWAMN A Mw 2 El III, MR MN 11�4; ANCHOR& <br />ALRAIM W <br />SCALE 3/r-l" LI S FM ZFFAW <br />Al FIRATIVE AIM JBIN EAM ILI) IN CASE THAT PRECAST STDNE� PRECAST CONMM FAAECIL5. OR PAVERS BE POUND ON THE 04STINd WALL OR <br />a C. ALIMAM - WAll MOUNTINA ImmulAmbi im, I ITION n+ KILL <br />REGULAR PANEL 0 LIFE JA= PlwFI lit SCALE 319--l- Iffill FLOOR, ANCHORS SHKU_ BE LONG ENOUGH TO RM14 E MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE S <br />SCALE 3/8'-1* SCALE we'.1" 'A"M T A to! MANORRONA, , BE AS MENTINED IN A,I) AND IN A2), <br />LUR MULMAR PAWL No. 44167 <br />REa <br />, t%�� N. TQ <br />Nam, scA,jE W.", vt <br />14e,�O, 117110?4 SCALE <br />FLORIDA BUILDING CODE Ljj�h V.Ih mu no Zone) g <br />se : FLORIDA BUTILDING CODE (HIgh Velocity 0 cons Zone) FLORIDA BUILDING CODE (miah vol"fffty Hu am Zone) <br />1� 0WALLATIONS ARE ONLY V" FOR WOO" WITH &S.O. DESIGN LOAM 1/4 ANCHORS AS MANUFACTURED BY VTW� QUILDM JNC� <br />It 10 OW GALVANIZED STEEL STORM PANEL No 44167 1/ HOR VILMO, m <br />UP TO MIS, -MO ASP No mows LENOTH UP 10 al_r� 4- 0 X 7/r CAUK-thl ARC S, AS "14FACTUROD Pry DEWAVT INC- Cf'rm-1500 F.P, <br />NO.4 .2M tILMM W_ PA. om TOTEM w_ 20 GAGE GALVANfZED STEEL STORM PANEL 4 20 CAGE GALVAN(TED STEEL STORM PANEL <br />2 FOR MEN WOOD RIVALS COMFILCTM WOW MOAMEM TO BE SOUTHERN ar, 1. INITIALLATIONS Aft ONLY VALID FOR BUILDINGS WITH ASO, OEM LOADS WAM Iff'. _10 PAIRELMAXE FEMAUE IS AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION OW&K Or <br />FINE NO. 2. W/ SPECIFIC DENSITY Of 0,% OR EQUN­ UP 70 +%$, -720 PST AND PANWS 1,1100TH UP TO V-S', GLOBAL PROTECTION PRODIJCTS, LLC. Doc <br />4M &W. 6, MIE, C MBAL PROTECTION PRODUCTS' LLC' <br />GLOBAL PROTECTION PRODUCTS, LLC. I FOR NEW WOOD MAW CONMUOMM' WOW MEMSERSTO BE SOUTHERN 7\ ON sx 51 st"EXT 11LIECOINC. s"ar <br />/T ME C _Oma, \ / 1101E Ot <br />8 4TE <br />FINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL DAVF_ F. 33314 "44 .4 <br />3�-W!4 20-176 1, U As F-IONE OM)"�7445, W- (04ROW-lull 20-176 -la TAX (14ong-4�w 20-178 <br />AAIN,, Avy" ft <br />wk.4 _zm allow ft am toole� <br />D.NP., 04-0005719 PROM Not A*.I ttomm,,et, <br />LF.- li 4 Ml <br />P4 VA/m*Ax, MAE/OLTE <br />E---M I" <br />OF 2. 1 1 <br />99MEONEST-S EQR SERIE5 20QQ A 109Q E-Z HANG 919RM EMU$ Om NOTE 2 amOAj, RETAILS <br />(SCALE 1/2-l) V124 W/ OR WA m NOR: a 8B." V/24 m Hm 3 Sam 1851ALLAIIO SERIES 2QQQ AND 1QOQ "-JiA&Q STORM <br />o LACK */24 MR Ommm Atommis, 2 24P PEW [4 t ONCRUE QR CONCRETE RLOCK <br />SCHRODUEMON --l-ata, SCHEDULE ON v Patent LoW.W. <br />S=2&f*k WOOD <br />ILIESO' 2,591 SHM 26 if <br />I&lw (TOTAL <br />(EFFECTIVE WIDTH)-.- 9­ 14. 4 CONCAVE Atawk, 4 o-t <br />T/4�-.1--­­­� ON mAll a <br />M OF& ME 90"U Cn -ilt-tO <br />_____T F= I - iSM <br />Or it <br />LI POUND) calmm <br />07r I <br />4 <br />_Tm i _11-A mklr� 6 <br />� _.5?O` i - t Sam <br />2157- OALVANQED am EDGE 1� 60 v %, f � W _9_- <br />PANIETT'l 9121=1. f <br />b Pm�w WTE" W"Am p0a) INTERIOR PANEL) P "a"o <br />HOT, <br />21.000, TYP� ASTM A-853 IS z .314 Sam 4 mum 7 <br />GROSSO UNNW L + <br />G-50 rAm <br />------------------ + <br />I 44mT_ _EOl v 7­4 <br />L_2�470 --- --- <br />.2 h� I I <br />+ -4;7 <br />_ltil , I, <br />T 1 7­0 <br />FT-11-1 T-11", . <br />a U. T=L( <br />IM 111111 if 11 MI <br />REVE&M -h* TRACK REVE SIX SCWD= C� <br />ON SHOET 75 <br />W, SMAUX" <br />PNtIENLIL END I� �L Sam V =06A, "`,. uk, sawma- I <br />Rzq. qw, 11 111$ <br />M*l 1 U It elsw OVIOUP <br />W/ HEMMED ME.-,, -.7b I t/r to am& TO `AAAX I =­ ft 1 TO am <br />OVERLAP 0AXAP <br />To Am <br />12, Unmou EQR IIES IQQQi I <br />MIX I <br />F ag%pai BE P <br />AT EACH BE INSTALLED AT EACH <br />.01�m S[ t <br />A251 "ROM <br />I r 3.7,so- WA;I­ v <br />-/4* W­ GAP 1/4- MAI, W pil _11 -1 1 <br />IW 9- GAP-Ir <br />=3 <br />"k 7 S 7"S 7 S 7 7 7 i \_/ N %I K 1 11 <br />120MEM M WAL-A OW _/ \_/TN - ;l I . 3* <br />R MDEO CORNER 0 ENDS OF PANEL's 2,0 40- <br />OL) vmow/ OR /a 0 <br />END UP W/ HEMMED EDGE. 0 <br />(N.7's) $=ON A SECTION B- <br />SCALE Aw . 1* LIME 3/3r - I* <br />(9� DEFINITION OF SERIES 1000'. t 2 HANG STORM PANEL SYSTEM CONSISTING: OF PANEL + <br />MISS TRACKS AT TOP & PANEILMATE PLUS OR 15' LONC -I "MINN. I Ll <br />(I). E - 2 "" STORM PANEL SYMM CONSISTING OF PANEL Vi BOTTOM W/ PANELMATES, M2we " CU <br />(2). END PANELS SKILL ALWAYS BE CON ECTED T AIDE <br />(2), (VDS=LS S,,ut- ALWEAVS Cmt TRAC" TOP & BOTTOM, lEs 0 a!�� WALL By MEANS OF ED it L- <br />Jam 2"x5"(Mgx,) ALUM-AROM SE CONNECITOTO BOTTOM TRACK OTHERWISE A STOP BAR 0,084IF USED ' "T WN IV AT EPOTTOM, END PANELS am ce <br />IS, PPOVWED AT TOP OF SUCH PANELS. CtED TO ) Wy/ f44,=l "Mo <br />WING NUT OR 1=110 Mi., 0 ON. com�09 <br />6061-TS Alum, ALLOY Rat TIX91NX, AS m <br />IF END PANELS SHALL CONSIST OF I <br />1­125* LAI*, THUMBSCREW DESCRIBED ON I&` hipma WALL MD <br />T. (3). FOR CASES WHEN END PANELS ARE CU <br />EITHER OF TWO CUOSE, 4 Ly/ 0 STOP SAR WILL ww X BUILD-Qui TING INST, <br />N 4ECTED eg <br />0�0%n,(p AT It" TO C&ILIti NTING IN11r. <br />EXTERIOR FLAT FLANGES OF END PANEL (MUOTE LAPRAOEATAKWN9 LICH P:E SCALE 3/0-1, 0 - m M=N 3' <br />(4)� IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM 0.� _­ 80 XMIL.L SCALE 3/8-l" co <br />TRACK r6 A" w <br />ON A PANELS SHAUL BE CONNECTED BOTTOM TRACK (4). FOR 4MAILLAWINS WHEN END PANELS AND SOME WM40R PANELS ARE DIRECTLY <br />us MOUNTED TO EXISTING RaaCM 0 <br />' %, CONNECTION OF PANELS MAY BE USED JOINTLY AT a M ATTACHING BOTTOM TRACK TO "I VIM <br />... ... ......... . ---- 6 INGLYS&C 7 1* TWLM "(7) ABOW, IN SUCH CA &PANELMATES, ONE INTERIOR PAO <br />S INDICAD% AD sm SPICIrWIM SCALE VS-' <br />TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. TOO PANEUMATES F NO I SHOWN ON ELEVATION . ..... <br />S AND IN KIIV'U A <br />/ V 1/2 <br />(5), SEE SWnON 1% 3' & 4- ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. W4. EDGE DILTIANCE. FOR THIS CILMOR CK DOES or AtIm - OF (I <br />%0 HE 0#0 140T NEED TO BE CONNECTED I NSTALLED <br />7!1 OWN.MW T�ft *9 UOT 2& <br />Ore. gm v.c.-:-.V <br />S;��j 1 We I <br />SUCH THAT MACENT PANELS LEFT BLOW ME OF R PAWL) RAVE vkueky 1 -1 <br />LLJ <br />By <br />OVERLAPS RETAINED 8 <br />ow) * , <br />NO. 44167 <br />.14167 FLORIDA BUILDING CODE fth velocity Nu carte zone) L­._4 0 TOP BOTMU MDUW"m DAN BE ? * *' <br />LJ11- ; - 9 FLORIDA BUILDING CODE h Velocli Hurricane Zone I L ANY WAY TO BUT ANY FLORIDA BUILDING CODE (Migh Velocity Hurricane Zone) <br />Jw­ zm T.=G, w- r�� "ON) .1 . I E .2m wom m FP� < <br />TATE of 20 04GE MVANIZOM STEEL STORM PANEL DAWN B No.4 167 20 CAGE (;ALVA*= STEEL SMM PANEL h\ F .,- f z <br />�TATE o 20 GAGE MYAWED STEEL STORM PANEL <br />- "I'm Mi <br />GLOBAL PROTECT16N PRODUCTS, U.C. z birit Ur GLOBAL PROTECTIO DETAIL 1 07/28/Imm" <br />STOP an 'NA a WALL 11r - I- SHUT VN 11LIEC01mc- GLOBAL PROTECTION PRODUM I.I.C. z <br />'CL t �, Z_�_ - �___ _� - - "IMET - lix. <br />(2) 3!x3"(Mgx.) &W, ANGLE N PRODUCTS, LLC. <br />ll* LONG "m &IL WSW , R, -.1 �Lllou <br />At ENGINEERING Eaww nlw_ A- -176 L. UAHMW_75411� FAt (W)-"-FM7 20-176 < <br />20 -176 <br />6063-75 Alum ALLOY PHOW S104)WIS-76W ROL (W)MW,�7 M 20 Ot")MM-NK!, IWk (04)M-W <br />.-PAR ­1 <br />P-C 90,4110"TURE- <br />23 OF 0 <br />wAAj%mwXw_'Om *j=�A,.TlUJj <br />1 -14 <br />7 IMW 22 OF 2e tit <br />SHEET NO. <br />SH 1.2 <br />