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w - _____ - . -4 a) a) = Cn -Fu a) .,O., 0 -a > = = 2 2 -g - - _w____ INSTALLATION DETAILS FOR SERIES 2000 & 1000 - __ __ - (1) 0- L_ .E-Z HANG SJUM eANEL = cu -0 0- - INTO E,XlSTlNQ,WQ0D SIRUCIURES AM&-mm (G) to � L - I -- ... -1- 1� .- 4--li (D CD - MISITE)R�M IIPA!NE!"& MEW (RED.) RAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE - 1-1,111.10 TAPCQN ORB, AS MANUFACTURED BN L7.W BUILOEX, INC 0)0 6 MAXIMUM A.S.D. QMGN PRESSURE MUNG (pAj.) AND I � - 7 _ " ;/4'0 LAC SCREWS * I' 0 I .11�m IAIIC.J�C�T ICYALLAUM !ftWU i U) _4__j - - � `�_ -1- k .C- w/ - 11, " , I WnN THE 2020 (7V, EDITION) Or THE f-LORTEA BUILDING CoDf, THIS STORM PANEL SHALL NOT BE INSTAUED AT MGM - 014-10 PANOLMATE FEMALE 10 AND PANIELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. I - - � I � _r . ,/2* w", T-smAGED pacrAtomm I 4� �� f=� 2'�4' AIVOU VELOCITY HURRICANE ZONES (MMAR-DAVE / B"ARD COON'RES). - 1�4" LAI" SCREWS PER NCLS- C: =3 Co Co ,u) - , LE I I � - _�, 114-0 LAC -XREWS 0 11- O.0 V�/ I ,---, -TO EXISTING WOW HEAM � L ! 1111*0 LAC 30-mits * v G.t W/ DESIGN wwo LoAm SKILL BE DETERMINED As PER sel-moil Iwo or THE ABOVE MENTIONED COGEL FOR A BASIC WIND - I 16'0 , 5/W WOOD BUSHING, AS DISTRIBUTED By ALL POINT SCREW, BOLT & SPECIALTY CO� (1) -0 0 QQRRLSE=N9 MA)aMUM PANEL LENG111 *L* SCHEDU MAXIMUM A.&D. DESIGN EREMBE HChIG (W-tj AND 0BRUMM& MMMM AN �l - ,I I � I . C14OR � 'i I 1/7* IA, THREADED POICRATION m __ _ I : _f FIAT Mlo'.`AERID I I/V wIn, liffAmw PENETRATION -0 ja - ; ! I SPEED AS REQUIRED BY THE JURISTICTM14 WHERE STORM PANEL WILI BE INSTALLED. AND 'OR A DIRECTIONALTRY FACTOR FOR SUM lOOOZ= E-2 HMQ STORM PANEL (1) StSTEM le �I -TO EXISTING wow , t � � i __,:�_,__� I ��EAOE4� T ,,!, 114II, S.'ji, - � , ! - - TO EXISTING VIOW WAGER, RD-0.85. 'USING ASCE 7-16 AND SMALL NO EXCM-D THE MAXIMUM (kS Dj DESIGN PRESSURE RATINGS W"TED ON SHEET$ C 1) MANTMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL BE 1 1/2' AND 2' fQR FLCC PAN�Umdvfj,us L - Smum - ,� T, 1 ) -OA C . EA END C,W , / V -_ - �7 *V** M S 3. 9 THRU 12 III 17, 16, AND PANEUMUE FEMALE IV 9*.j = SPACING SCHEDULE FOR WSTALL&MUS INTO CONCRETE k CONCRETE K= A .1 e`I: zi - � �__j �; - - k1l "I 0 -2 -= (1) _>. I 7ZI - IN ORDER TO VIERMY THE ADM CONDITION. )ULTIMATE DESIGN WIND LOADS DETERMINED PER AXE 7-14! SHALL BE FIRST - .t3r WING M�0= f THRU 4�� AtJEU 2AI, ". / __ - _0 - 0 , t r , I � � � __ 23 ON P - Of MULMMMIG THEM BY 04 IN ORDER TO COMPARE THM At/ MAX (AS D) X7 1) MINIMUM THREADED PENETRATION OF LAC SCREW. INTO THE WOOD FRAME UNIT SK441 BE 1 1/2' h I iN ID ONLY FOR PANE� PTSIALLATIORS, AS P�R JELJQHj_j�� - � �_ � ----@C-t Ii4.1'5.M.S, �, i 'v I - - CPni NAUD ONLY FOR PMEL t0&690ajLff_R " - . �'l REDUCED To A'STO� OCSO , RESSUME RAT"N' 10 THREADED 4= 0 ZD- = 0 3: , = I I , F CAII'L #14.!" ETRATIC. I C 1-4 - I - N � � � sm.& DESIGN PRESSURE RATIN475 INDICATED ON SHEETS 3. 9 THRU 12 & I 7. I 8 PENETRATION INTO SrUCCC SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENS MAXIMUM A.S.D. i I I MAXIMUM ,;. I I �j § I . APPLICABLE TO MAAMUM ANCHORS SPACING FOR L D. - � 1/2' - APPLOCAILE TO _, I � _10. 04 SGRENS 9 5' 9. w/ ID IN ORDER VERIFY THAI ANCHORS ON INS P,M A$ TESTED WERE NOT OVER STRESSED, A 13% INCREASE IN ALIOWARI S_ M, MINIMUM SEPARATION Omm _ i �l I i - __ _L__ -1 t/-'._2rl.y DIVSS �j I 'tl/2' %An� YHTNAOI� PEhETRATCW I /� o Sk 0 LL - &S.O� DESIGN 1141, I� I ,I* . r%. = - (01-EN PRESSURE IMCONS 11 _1 PANIUMATI: rm"Lr 10 jZ �,,,,, � SECTIONS It It MAXIMUM PANEL I �. I ME At. , & - EXISTING WOOD WAM, j $TRESS FOR WING LOADS WAS 5= USED, IN THUM ANALYSIS. FASTENERS SPACING TO WOOD RAS GELk DGM10AINED IN C 1) MINIMUM EDGE DISTANCE OF LAC; SCREWS. INTO WOOD SMALL BE AS INDICATED 94 THIS ORAWINCV m L.- - - ".- Cu -1 6t,;6W ANTI COMIRRATIOR ACCORDANCE WITH M.O,S. 2018. - EN us - LO _* -6--m LENGTH 'L* 00 11 I --- -_r_ a; 71V I ��, ,SEE DETAIL 1.12- A STORM PANEL's ADEQUACY FOR AIGNta AND WING RESISTANCE MAs BEEN vEmrTED IN occoRamcE vArK smuou i6m,i�2 OF - ku 0 > R To 004C . r_____T` I � .85.0. -7S�3 70' OR LESS 2 9/18- BOLTED . ,�, (PT14,G) ';'CONOM TO CONCRETE i To oGWCp= 10 TO CONCRETE WT or THEM . ,v I T __ __ - I "NG *9 M_ I . I I CA) MINIMUM PENETRATION OF WOOD BUSHING SHAILI BE 5/8* 1/4' 1-20 SCR_ 5 ED S�VMI Of 1 1/2 tic MOWN 1= , I 1 �2� -.,*. ,,,-*. a= I I ; 2t, � - 1 __ 1.1;'F= POP KIM C-t #I",' S, �_ _Ntm, SA-"-, THE ARM I MENTi CODE AS PER AARTMOk TEST LAS OF SOUTH FLORIDA REPORTS 10074,01-01 AND JO2TIiTD2-OS, AS SHOULD STUCCO EXIST, AND I" MANIMIUM FOR WALLS WITH NO STUCCO. .06.0. -75-3-- 70, -OR LESS -� �- . - I N/A 12, N/A I I ?" I NA I' & 2' (TOP) I (�Y. I 0 0 EA W 01 (D w -= .(" -0 E a) "O I � ". � i WROM PER 2-0 & ASW C 33IO-02 STANDARDS, ANO AMERICAN TESTING LAB SOUTH FLORIDA REPORT 1023.01-IQ AS PER r.5) IN CASr THAI PRE -CAST STONI OR PRECAST CONCRETE PANELS. STUCCO OR WOOD 13WOS RE srOUND ON nir.wl"G ZI. LAJ 3** i '. � I' BOTTOM) I I � 7 cn� I IAS-201 AND TAS-203 PRGT0QCL%. AND 4 PER CALCULATIONS PERFORMED IN ACCORDAKE W/ SECTION -1 - cm Cn a) 4 - - FLORIDA, SWIDING Color WALL ANCHORS SMALL St LOW MUCH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS� " :5 = Fg�ii,I204IW3 & WINOWLIT AT ovvb.AP & 4ox OF PANEL LENGTH I 1W 5 e _L__�� _ - --j. 'I- , =111-A", - � - J_ (SEE TA&L.k/ ANCHORAGE SHALL BE AS MENTIONED IN C 1), C 2) & CA) _:) . CL. 11 = . - CL SaYtt /4 - - 01 T _LNI r & -1 CJ = + &MEW61 (�M MLS 3. ; I 1. . , v 7- .2 2 En ICU CD . _ ALL ALUMINUM EXTRUSIONS 10 9 090-TO ATIO`f 00 TEMPER (UNLESS CINERATSF No IT): SEE SWEET 2 1 C_ _+_j PANEL , 12" 1 2* 5` a' IS - - - - t woov ER REOLi (D) ANCHORS SHALL BE INSIXILD fOLLOWINO AU Of THE RECOMMENDATIONS AND SPECIFICATIONS OF Tw ANGIOR'S MANUFACTURER, = m I m 1:0 m - 1 a sows TODD ++ V, - I 40. I. C14 cz N/A NIA N/A N/A 12 IM - (BOTTOM) - 7 4/16* wit, - - I . I i (9) 3, Ail ALUMINUM SHEET METAL b*EDT AT a,OSLq" SMALL HAW 3105-H14 ALLOY, -0 cm :,< - = +66.0, -75�3 . N/A WA IT' 2 - SEPARATION " . . El PANELS MAY ALSO RE tk5j'AULED NORZONTtALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 6 (SHEETS --; = LL- C3- � -0 . U) < - TO IRAM in . TWworm 5) "api THAT Wtgas(21 &Q SHALL NOT Ot USED, ."..% "! NO 0 i 4, ALL STEEL SWEET METAL PANELS SMALL HAVE 5TINCIURALL QLAUTTY STEEL ASTM A-053 GRACE 80 WIMMUNI, 0-160 GALVANIZED, .!2 m = - .N7 - --- - - __ __ 7G� OR LESS II;/2,110 17, , . I ,/,. /Kj 7" 1 MIA 6 1/2' I N/A 4 4 1/2 3' (TOP) -:== � kl.,� ,�;IW� N/ - NIA TO CIA%, 12- GLC (D 2 0/4' LK, DES - 42 2 Aw (ArTER 9QLLW)I. TIT OF THE CONTRACTOR TO VERIFY THE SOUNONCSS OF THE STRUCTURE %tPlE ROYTTER IS To U) -= C�4 = __ WIND Nut 0 EVEW OVERLAP 9 - STEEL SIGNAVOIN W/rY 9, IT SHALL BE THE RFSPQNVW _�_ -;/ .. - I I I 17- I /A 2 112" N/A 1--; 11 A 3' (BOTTOM) I . SWAIAIKIN - SATT THIS SHUTTER SHALL ONLY BE ATTgMTO TO eONCRM, 04QCK OR WOOD FRAME 12" L/A O"ERI.Ap ea 11 i 5 w 0, = CC3 - I -1 ,/,-. 2w/., To CLASS, ;,WWI. 4 5, ALL SCREWS TO BE STAMM STEEL 50t OR M AiSt SERES DR CORROSION RESISTANT COA,TED CARBON DTat AS PER ON UJACHED 70 INSURE PROPER ANCHORAGE I � - I , i , 1/4--Ev , ti 300;6 W/ 50 kmi YIELD STREICTH AND SO ATI TENSILE "ENCM AND SHALL COMPLY III FLORIDA BUILDING CODE SECTION witim -Nx 7z C-4 i:, 12* 1 N/A I Ir I N/A 1 12- j NIA 1 12' N/A 4' (TOP) I 9 2 %Ile MIl V v - CD f"r , - , , , SEPARAM -- " .@ -Al- - - /.g. i k7jj.� T Cu � I __�_ - - , 241 .�3.4 115 EACH REGULAR STORM PANa WN LENGTHS OVER W� AS PER SECTIONS 1, 2. 4, 5, 6 AND ALTMAlIvIES IW. 3W & 4W 3: =_ = Cu Ii - - YI To DIM EVERY OWALAP SHEETS 4, 5, & A I RESPECIWELY, SMALL HAVE A LEGIBLE A140 READILY VISIBLE KNOUNG INSMCIING OWNElk Oil TO r - 9 I ,-I tvm OVE14AP = - = 12* 1 6- 1 ,2' 1 9 1/2- 1 12* 1 II' 1 12- II- r�� I � a __ ----,-. SECURE PANELS WITH APPLICABLE REINFIORCEMENT DURING PERIODS OF HURRICANE WARNING . C, . -5 . ,,-- I _ i �- I I It I i I I 6 BOLTS TO BE A5TV A-307 GALVANIZED 4'TaL 09 ARS V4 SERIES ErMNLEM STEEL, WITH 3a L. MINIMUM YIELD STRENGTH 7. f am I _ i - "' - - " i� I I I= U - - I * UUM TO N.O P.s.t. A.S,M DESIGN PRESSURE RATING. - _. - __L_l tig , . i �!, 1 T 0 I II 7 ANCHORS TO WALL SMALL HE AS FOLLOWS, THE INSTALLATION CONTRACTOR -IS TO StAILYCALILK ALL SHUTTER COMOONENT EDGES WWCH REM^ IN CONTINUOUS CUWACT B: m 17-4-1--o - - : I I THE BUILDING TO PNEWHY woolpm INTRUSION -,-; 3t I I . " ! i � I 1! I I -g -4 j I (A) TO-JUISTIR9 --- PV : �� I . . `1 ! �l I _QRfD_CQN:nM I SEE SHEET 26 FOR ANCHORS TYPE III SPACING FOR INSTALLATIONS INTO WOW + REOUIRES "I, DISTANCE BETIVEEN BOTTOM OF PANEL aS I - 1 2 1 m d - 1/4-0 TAPCON ANCHORS AS NUINUFA;,ILRED BY LT.W� 80LOEX. INC (Min f-��3197 pi-i 12 STORM PANEL INSTALLATION SMALL COMPLY WITH SPECS INDICATED IN THIS DFAWING PLUS ANY BUILDING AND ZONING RtrULAION! = -5. 0 a) 0! FRAME NUUM AND (p TO BE 1/2' 1/2' i I � . I - k N I : . IV] Ili ' ' CALK �ROVIOED By THE JMSMT04 WHERE PERMIT IS APPUED TO MIMMUM ANCHOR SPACINGS ANO MINIMUM CoGlE DISTANCE ARE INDICATED ON THIS MR., I 12 - . � I f I ;, I �_ - ;/4..il.. 7 -IN ANGHOPS; AS MMUFACIUREO 0 DEWALI INC a, = = SCHEDULE FOR rD_ LEW THAN INUTCATED ON S09DLILE REDUCE ANCIOR SPACM V, � �l I I � 99 Oi 4_ ., 3 C g 2t: 1 /4 J/�- SOLO -SET ANCLIORS. AS UMT441MJXD BY ALI POINT SCREW, BOLT & SPCC�AITY CO, " -& _= BY MULUPLYNd SPACING SWIM ON SCHODUll Pf THE FOUAWM FACrORS, FOR I T,,'�� I a L .1 I I! I 1. (Min Cy000 P.S.0 '� 13 (a) IW(S PRODUCT EVALUATION DOCUMENT (FED) PREPARED BY THIS ENGINEER IS GENIERIC MD DOES NOT PRIWOE IN-- i;- = . 2 :R, " OPERATOR 70 BE POSSIBLE, REDUCED SPACING OBTAINED USING FACTOR SMAU �. .-.' a _. 11 I - #44-10 PANELMATE FEMALE to & PAINCUOITE PLUS ANCHORS. AS MANUFACTURED BY ELCO tONSIRL=9 PRODUM. FOR A 5ITE SPECIFIC PRONECT.. ,*, WHERE THE SITE CONDITIONS DEVANE I" TIIE P10 NOT DE LESS PAN JAMMU141 SPACRIC ROCITM M EACH ANCHOR TYPE AT L_ �; __ , � I - _-, i [ , ___ - __ � � I I If i Ell I I ?Z�� I - 1/4"t ZAMAC NAILIN AMCHORS, AS MANUFACTURED BY DEWALT, INC (TIT CONTRACTOR Ta CE RESPONSIBLE FOR THE SELECTION, PURCHASE ASO INSTALLATION NMOM LIFE SUM OF THIS PRODUCT = E 2 - I , ino 0 ANCHORS LEGEND _ I I I - i I- I 1-1 AII MINIMUM EMBEDMENT OF TAPCON ANCHORS MID FIGURED COKRM- SHALL M 1 314'; 2' FOR Q.CQ PANELVATE AND BASED ON THIS PXD. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONOVIONS CIETAtLED ON IMIS DOCUMENT, �j ANCHOR m _�1/4*.__ 414-. ._ 1/0. , - 114"... ++ REQUIRES M... DISTANCE BETWEEN BOTT . :0- IVII-* Mlww 1/4'. -*N(�IMATC WMALE IO " �l CONSTRUCTION SAFETY AT SITE IS THE 0ONTRACTOR'S RESPONSIBILITY A'CZ - AvrUlt'PUIS / - M;W;w am OF PAMO. 3/16. a[- i I /. 7- - . Z'pm t IV" i�� 1 �/4" FOR ZAMAC NOUN ANCHORS. A TO OF v:;_�- - 111 1 � `7, *' 4 4wawn AND 0 3/i6' . , �;t J nw., z --- 11 - ,rW NOTE I ROW) I" REAM 21 -,- � I -I � . A 0 CREIII., I �i "I a __ j, M.. guwv.," & d2l"41;-N 8 W.. AMONG" w*Cw t.j 3 3 � , ,t2 I � h 1/4-Ii I., .wft 0 v CC, IV � 0, CV 2II.' I� I/2* Oi; " - v - - 1,2 A " A.Z) CA4K-IN A $OUO-SET AMMORD SNAIL RE EMBED= 7/6' WIG IKE POURED CONCRETE NO EMBEDMENT INTO (z) THIS PRCQL,PCT NKIATION DOCUMENT WILL BE CoNSIDERED INVALID IF MODIFIED ,& L t/4-0 2w/** . 'Ir I __=,, ,,,,, Wr ;/, I � -1 STUCCO SHIIIU, RE PERMITTED- 1/4' *-ZO SCREWS USLO SMALL K I 1/2" LONG MONMUM SH0040 MCCG EXIST I � (d) SITE SPECIFiC PRCUEM SWkL BE PREPARED BY A FLORIDA KICIMRED ZNGINEER 011, AKffMV WHICH WILL BECOME, THE " �t) 3 3 I - 0 %. z z AND I' MINIMUM FOR WALLIS WN 40 SIVCCO. ANO MAY BE HEADED SCREWS OR ALL TPIRCAPIED SCREWS W/O HEND, ENGINEER OF RECCItO (E,O,R FOR THE PROLIECT AND WHO WILL BE ,RESPONSIBLE FOR r4t - r,W PLATE REOW ,I I- '__ Nm I'A W., i� 6 W, 02.rl us, M/ 7yalft3/32, - --7-'--,-4 -, rj I .1 , I , , � mr; WITH WING HUTS, PROPER USE OF IMF MCC, ENGINEER OF RECORD, ACTING A$ A DELEGATE FIGINEER TO 'I . ON't"A" MINA 01.) 1 31/2 ;; , I ,!, �- , � ", - - 00 04 EDGE CIN, �LLLL D r K , ;,, Pr 2 I, !I . , . ur i2l ot� I PS 0, ENGINEER, SMALL SUBMIT 10 IM LATTER THE VIE SPECIFIC DRAWINGS FOR RVOM Aomw to M mom &A" SE.R tOW 11. 1�14 Al) IN CASE THAT PREPW STONC, PRECAST CONCRETE PANELS, PAVERS� STUCCO OR WOOD BOARDS BE MIND ON VNE ,;* LAII lIP06 0 1�a *1 - "" ,:tTT%w. It �l ,, On THRICOM TATION i , Ot, ,_�._ T�t -. -W,E *1 �I,E$610144 ____ I ,/2- - - I - - - Y ___ ____ ., I EXISTING WALL OF FLOM ANCHORS SMALL Bf LONG ENOUGH TO REACH T14L MAN lsrkljl��, BEHIND SUCH PANELS. (t) THIS RE 0. SMALL K,W " DATE AND OR VAL SM AND SIGNATURE OV THE PRJ I, I, T;�_ --t`- I - FtXT OR 04 COOT &MMIM-1�w 1 � v__...11, 1. - �V )GO PLATE RED . ENGINEER Of RECORD THAT PREPARED ft ZTl`tW`;.O,.. � T . r 11 IMI,� 2',4' WOOD *I OR ON EMIL ANCHORAGE SKAI� RE AS MENTIONED IN ILI) AND IN A.2). - 140 SCALE 1/4-.,- 1 1 1. I ,w I- -4 1 ... t � , 'I PLATt REQUIRED T'Ll" L ; L � �, I.. SHUTTER MANOFACTURMS LABEL SHALL BE LOCATED ON A READILY VIS48U LOCATION AT STORNI 111w I f, � 1, - .- . (8) TO-CautNc�-OK99LAAok-WA�,L-&Vm-r,-M? PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.2 OF FLORIDA BUILDING CODE- ONE LABEL �� INSTAUATION UxDING Com. - 4L . -, A RNATFVE 4:'W - I/4"O X /4' SOLIG-SET ANCHORS. AS DISTRIBUTED Stf ALL POINT SCREW. BOLT & SPECIALTY to Mr - -, - . #14- 10 PANCIMATE FEMALE to AND PANELMATE PLUS AWHORS� AS MANUFACTURED By I= CONSTRUCTION 11114111,1%. ... %BINUMN", 1. INSTAUNTIONS ARE ONLY YAUG FOR BUILDINGS WITH AS D, OM" LOADS � � , 'I I Itio"fift, .A SCALE 1/4".1' --, Tw----I-� I - I - ::_A,--.__- Aug"'. � � 11 BUILD-QUT MOU 14G - 1/4- 0 TAPOON ANG+OM AS MANUFACTURED BY � -I W RUILOCX. INC. SHALL BC LACED FOR EVERY OPEIROIG LABELING TO COMPLY WITH SECTION T7091J.3 OF THE I I i � , - 1/4' 0 . 7/0' CALM-11i ANCHORS, AS MANUFACILREC By DEWALT, INC. FLORIDA B P , =9 115&WIJINTING 4 , �:,!!14/ IP 10 +LISO, -75.3 PAT AND PANa'S LENGTH UP TO 5-10* I'[ , I VF 3**W - 1/4' 0 7AMAC 4NUR ANCHOK AS MAKTAM-RED BY DEWALT. INC . � I "j�k A Tkj . 1/4_� I - ", 2 FOR NEW WOOD FRAME CONSTRt"TION, WOOD MEMBERS To BE SOUTHERN WL " - 0'� I PINE N� 7- W/ smeiric otwsny OF ITD5 OR EQUAL .t'5�- .--- - � , 8, 7) MINIMUM EMETEDUENT Or TAPWM ANCHORS. ELCO PANELIMATC5 AND ZAVAC FWUN AWW.-HOR, INTO THE . CEN *.. " FLORIDA BUILDING CODE (114" High Voloci NUT cone Zone)l ... ms,� ... __l I . -<: , *,.- \pt� � . BLOCK UNIT smi BE I I/-v : !I I * Hu cone zons)l I : .. FLORIDA BUILDING CODE �Hlqt V.!=!�!!��:J��t H ' rm, Zone) : %,44 7 *. S .uRc "Llim. - P11 . . lk FLORIDA BUILDING CODE (High Yelocl I . i ; 9.2) CALK- IN III SOUD-%7 ANCHORS SMALL BE EMBEDDED 7/8- INTO THE CONCREr. BLOCK VNn, NO 24 CAGE GALVANIZED STEEL STORM PANEL �- -, No. , � 1wlL_l& . z 0 tAtIt".. I = - == Tk=D Wc. Fp =*: -, ' - =_ -,= ,Atl=. INC, PANEL rp, - � -upow - - I -i----\ = : : * I 20 CAGE GALVANIZED STEEL STORM PANEL AT MIMI = 20 GAGE GALVANIZED STEEL STORM STUCCO SHALL BE PERMITTED- 1/4� �20 SCREWS USED SHALL Be I '/7* LONG MINIMUM SOOVILDVOW EXIST, * * : bk*k w SM 5: AND REOUKREUCHT,S FOR � - I **= DRAW .; AND I* MINIMUM MR WALLS VAIN NO STUCtm I <zq____v_l S T. - - RE" OF Cw=mN TO TRACKS 15S. - S�J% STATE . lw - I I L I E C 0 . . \ GLOBAL PROTECTION PRODUCTS, LLC- """'MM" = * AS I 'OK, vl.fl.l#w DISM S :, ,__e.__, = lz:z--. __ - - � iE-;��_, - __ "All/tIm iow 14000 __ WFIALWO" TYPE ON . CET 2. -_ . / , - Llm- it 1,5�. 1 1 ufl� �'_'\ GLOBAL PROTECTION Pwoucls. Im WAS/Tt" 6,3) IN CASE THAT PRECAST STONC� OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE TO K 081 �� .� DOE- I '1..� � _ r,w.". . WE U .,.. a:.,_-lw-S,;W_=-:m= V. Ut.)ME's, xxlwjwm�, -175 - NOTE Fm CON .� � EXISTING WALL ANCHORS SMALL SEE LOW, ENOUGH TO REACH THE MAIN STRUCIURIE REWIND StiCM 9 "' ;VJ ORAMM" III, . � , , ECO'Ne, \ Am &w. 513W . I j TOMM Xe , L, INK, sm M STREET 20 V:K�Nliglll "QCO�PAMY 1= "m . -mouinto COMPANY CIVIL. "L 1"'. ANCHORAGE SHALL BE AS MEENTIONED, IN 8.1) AND IN B.�!) - 1n;;I7 .w , -_ I CA- . - 1") .1 - I 11, Me, � - - ItlAtmo 20-176 - % , P-L ALM/W."Itip,wr "I"ll.l. Iz !tl ET! SHOT I or IN "I DR."u iw� VNIV TO ON. 14"' t/4' . I- .. AN, a XnAt MONT. CTSINIS-n4A rm� nt").%I,OtnT� I I .0 1 III- � In `*h,7,;;iT,T`4 LIT A . rAmT tg�r 4. , - u. A ANCHOR LDCATIO C itl'�' - j wig III x X" MMt 97 I _�~_ .I. Row, Beq= ONA)uIP-mi"? 20-iliii WHOM ,., - -.:$.., RtDI?l-,e- :� -1 GLOBAL PROTECTION PRODUCTS. I.M. - , , ��__> TLTE _C0 I , I... S E DI, �_ 1� I I =mw"p Itao s'.. m stum 'l,.0,'- ILI � Z� -,MCI x , L .:40 z I � 0 ;,. ,i,;t;.j;"�,Mg- V - iftel-Im�.10"".1-1 TOP & IF M" IDIN V, COWWD N ANY 110 7�: 1 41 , .,... ck-OD017111 y - I . i � [ 'M STALUDI - .1110171101-1 !:A- 9 - .4. `,", ORION; . - =a I. - C:LL=z=± 1�-T- -111. "A 1.1 NOW � %NXM TPACKS NOT 54OW 1,0P ,LAPM tm - I It I- - - __ - $"an is ti, 26 1 - A4 SEAVWAIWAMEOVATI. WATER= Pz 1 F---+�- Few, a ,w 1M, rj '-- � - 11 I 1201, W I 2 :: - z F I I I - - I � - 1 � .1, i ir I I - I . "i I I w mi I MAXIMUM AMSA __AjAfjNQjigjj,j AND GORRESPONOINID +2/4 MIALLABON MAU FQR REGULAR RANEL T,i LARE, LIFE SAFETY & E-Z HANG KORM PANEL SYSIEMS I MAXIMUM SME MNEL (1) LENGTH *L* SC14EWJLE ONLY FOR KOLAR STORM 1W/6, 2W/6, 3W/7 & 4W/7 (SCALE 1/2-1 *) I r VAX ANCHORS; (SEE SCHEDULE 00 _,_____ _ f,*1/4, 3/4, 4/5, 5/5 & 6/5 INJO POUREQ COKeREJE OR CON PANU INSTAUA= INTO POUREQ CONCRETE, MOU BLOCK A WOOD (t) - SHEETS % 10 &11) - _.11_._ll______.____,____7., , �: MAx- -I* MIN= -- - ------ _ - UN. I - L - _ L ____ _- - - - '' - - 15,125, ('TOTAL WIDTH) _____,_-._' - _ --" - - -- - --'-- - -.--- L- - _-2.UrY- -, %N= pmma lft%L_UNIlAZAU2fiW3ILALU0 1 6 a -1 , - a __VTAlB POURED CONCRETE I . nw_xmtlmgm_au_�� DR , � , I a , , VIS"NO; POURIED CONCRETE : :-'-----, ,____'__ , , "-' - � -12SW (EFFECTIVE WIDTH) ------ - -- - __ I - I I __ _l___l j_= IG3* I AT 72? QR ROTTO L - T --I - -I-- - CONCRETE BLOCK 1. CONCRETE BLOCK , I 1; L! I I . . I � I � 1 - --- - i - iZ_le=/9. D.M.,(�). 3 , 4 41-- 1__� - - - 1-1 - i -1 -1 -1 CONCRETE I , L ' 1 I - YSO I- . I I , r- -]I- I _Tr_ -,'- T "' -_ --!---T �,,,, b AEW44�5, m, REQUIRED. I - L . ,I, � F -1 'T � I L z " C _� - _ , "S T/4� (TYP.)- - 'L "' - I I i 1 z74;_ ., 2A' To ANDLE 4 6 114* A L TRACKS L`2. OR (a) * pIRJrT KWU= AT "Vi.00 - I . I ., 'ONCRETE ANCHORS I - � Oft 0 12 ll:r CC, --- 1 1 1 I 4 1 1 f � �� I � 1 ) � T,2w , � �7 JW+ _�' '086' , or I 11,11 ",&I, (" EC SCHEDULE ON _J,"�� I N . (SEE SCHE � . -- 1-350* - 1,3�v - IASO - , ,,, , � 1.00* j MAXIMUM PANEL LENGTH @I@- , , , .- EXISTING POURED 7 i . I � I ,_ I ll� I , (MAY BE lCkTITM) MAXIMUM PANEL LENGTH � I I I I 1 I � 1 1 SHEET SHEETS 0 THROUGH, 10) yl� CONCRETE OR I I _1_1__ � t I . , I______ 4 1 I 1 �i', . _j � CONCRETE SLopt'. � --,(-3-) _ --- V bil 't" , I F__ F-, � LL I , e �l I ON, I I— I - , '. 11 1 3��75_ � --- , � j-, I I MAXwjm AS-D CONCRETE A wow MAXIMUM AS.D. CONCRETE & WOOD t 1 1 " -I,--.- I 8 -C ,/,. L "I , - . ""-, -1 I I Sao I __ I i , -11,20 " -A 'L+' OR "L-' (ft) 0 'L+' OR 'L-" (ft) 0 I I I I � '?) I "I " , I 1 150 � 1024' MIN. Twl" I �H_j 1-1 I . � t/4- ( ��,__ ,_ I I � It am" -1- � I I ____ 4 11 _K_qt__ __,__._________, CONCRETE ANCHORS ----- iEMMED - ___ , I � � 84* if , - 1: "a I � � I i � (SEE SCHEDULE OR I'- � � ' ED", __oi� Ag�i \ I' ll�'l I'D.- � � . 11 - 41 PRESSM M "ani"TioNts, t PRESSURE: RATING _.N. I � - 1 - I - - - J I TYP. " � �. " . � RATING :: "�l __ L- -,L-,-,-" __j r 1, '111--l-1-11f, T_T_ I 4 __7 I , - __ - - ' I . IT , 4 z , IF.A.f I+ Or-) I --- 1�� - 11 / 1 1 "I � I . I I L* � (P,.T,) I+ - -) L# L_ t i I i 1, i _. J.. ' � SHEETS 9 T? I % _-) 11 :21W I'll _11- 11 1 _) " I I I __ 4-� Elt _t` ;,�'� � MADC TIC MINIMUM WCMMCq, �260' _; i� C-60 I - ;� I , �� i I ! i I : L _� I, 41 7 , -_ I - I, ....... " L i ,-I' L DETAIL A 49 EDGE - _j i ____ - - _�j - T� ) =0 ------ Z_�__ - I _, I L " - 1-1 � d- I � . "I" ��;r, , LLL I 1�� I Ed -01;; (1) STORM PAN I I - I - - I - - ___ I- _1 11. ,-, '-e AD -_ I.---o-, - IF*-*. - 2ap - t21-11, I I �?, -` 1 1 1 i i I 1 . 1, : , I IjSc_ - ------- ' # Jae I I,-8* yo.-I. me if'-J* Fol-71 4%1 - - __ k_ _ I L : 1_1��3 ,- A - _____ 7- .- 2.COr 1 - 1 �, , ,_ � 1 I I - � - ,,_ I - I _ - - . - - I 11 I 11 - cl) . �� - n. - � - - I �--6) PANELS SMALL BE INSTALLED ALWAYS - - - 2.38-r -- � UNBOLN E j ,__ I i I I � _ -BOLTED PANELS W/ -2-1 1 1 Cl 11 IT I j - � FROM LEFT TO RIGHT W/ 112' LEG 31 a to'- to* IOLO* .9.0 ro�to- *,-v- - ss� M.S. BOLT W/ d"* EA. OVERLAP � I '1;1'1'� , 1 I ; AT END A' LEFT SIDE OF PANEL '. 9*-2' (SEE SECTIONS AS APPLICABLE) I � - - �_ �, � LLLLLLL - I 1 4 (�) "H!j"DER (SEE SECTIONSS , I 1 I !, -1 _� I I z (�) ter TRACK (�) ANGLE WITH MIM to*- 1, .#,-4, 11 - , I I - - - - f . - - -,. i�_4_ � ... �.... - '/'-'2W'- ED. 11 � I I I APPUMLE) I IF Min I - -P,-% . �, ____!�v ----!!- ---!:- i I i I I . 1 1 1 IT- .&V 11 SEPARATION / ;- � " 11. -----.---.-- - , I w IN Awn f 1, ., ,_ � 1 , Ir, TOP EDGE __ I � i I - 'to , TO GLASS. rd 'r p __ , OF PANEL IO2't- W�) 5mati-_ 8'-7* W-2, 1 " r =F ; 'I t UNCIM VAR Y-C (SEE SCHEDULE I L � � __ . 4s.a p�l" d'-7' 1 . 1 Cl Wn � - , I 1 I [__I I '� . SEPARATION -, l__ ,,, .104 91-61 W-9" I 1. 11 - � - I "I'll i [ I - I , I - 11 _A _., - � . I . _�_O_ !�_�_ --,L-f-'- ______ - - _____ L ".. I 1 7 � - - I I I =Nq (SEE -L, Min. I PANELS DID UP , _� GALVANIZED STEEL I -1 I I I 1: i T 1 - � !---I I T 8 ON SHEET 3) - I . I I y , I 1 1 V, I I � _:�� _ I I TO GLASS� N � . * ) cap M�3- Sao 8*-O' 7,-.51 I I I I I i I _ I 1 �37401 ..270' - p _:� �g --O- , I I 1 1 1 I I I I I I I I I I ; I - I ON SWEET 3) - __,!:-77_ a -!!a - _!� j �' I L PANEL LENGTH - �... ___: - --A:-J-- _ L __ i 5 I IT W/,O.,m ED" ,�,� .,-- " - i _I SEE SCHEDULE � - ' It, ift.. I - ___ - _iT_,�� - - 6-110 1�81 2�2* 1 1 i I I ON SWEET 31 PAN LENGTH --l(SEE SCHEDULE r- L LENGTH I- "i � CONCRETE ANCHORS k- - ,- I a - :i - SCHEDULE " 1_= I - iN . (SEE SO4EDULE , , � 1 - I I I 1. i i ON SHEET 3) - - 1, I : L ,. I T_V�_ - ON SHEET 3) I , - 11, 133, 0,270, �l - �, __ - ITT- I t- - . I I I,_ _ - I I - I IT ' ON !!j"_J� _ _: - . 1� ��,_ C;�77��--` � t -1, L _____ I J_ -I- 1 - IiJll __ SHE= W --<D j � - � y 11 - . i -- jj_ _-_- , I - L "'%'W ,� I I yip-_ _r_W� - - I _mO - _T_2F ___ D,M,.(�). (�), - I - _] .; I J_' . , r ]" - 1 I it . �0,05, 1 1 �, I 1 i 1 1 1 i ] 'pm,F L - - _i4�7_ hig , - lig 1.1 i 1 . - ___ I :0 s �� C.375-1 �, C250*0 --75,0' 7'-5' dl�? 7" 71-F, __ I - - L--. - ;Lj - 1 - I I i �", � A I � ..,-[. 1. 11 , I' - - , I - 1 56X : '10 I - ," � � - -, 11 I"? ',�-/,.q' , ,..�,�,� ,,,r,, � , 't - OF *L ! L L "' . � 67' , ,92' Goa - __7-1-r - -WC __��__ 0,-5, - I , I� t . I W _____L__j._ _'Tl��I��, , " " ! l, 6�;�;_ I", -1 I -.1 .-7. i , J - I i 1129 _111'" I . - , - ", -I-, Oozw _. _1 - 9 I L_,___,___ J", " �_1.111A,`.TN, m's ' m 04 I'. `I/ 2 3/" *_"--� I* � ".." ' ' / ( �( EN "' ' � A WN , I I , ,_ �4 I , [/J� 6 t-�"-"-,-,-,,�:-, , = �k_ GET _�N_ - - �_ � , , .= - I. , -, _N,' i -a 7w�om 1 - I I'/ % i I I I I �__ , '. " - ROD i - I I t [ : - I I I .;--_,,I- I ME I I K �11 - .W - _AC � RE. " IN' TNG w w r�-I_m � 12' O-C 2 2 . 0_r __\ ",.I W.. � I.'. 'N" � 6 �,. * L� - "�'47 ; `/ I kt, 7 , -777 4 _ I , "5 . �_, ,._ . . . z IRCI- Or, .,,o I --- ,"', . �,��,V, I w *%� fp I E F r7 I I I - I 6111 ��,'F,�, �'j lll��_�, ; -9 i . ,� '- 1* IN, �� Wil MAX, CLAST I 11 - ''. 2 --,.-,,. HEMIAEG,, , - . -_ @Org _YMAX L'� 11 �� z " 56% -ss, - � " - - ,41 � I _ I __ A ' aa ,l. 61-61 siv 7- '. - I Of Ir ; i i �_[__�_ MCI , '-\-US OR (4 i 2/4 11/4, 3/4, 4/5, 5/5 & 6145 I "" �l I ' "41'.) 1 � I � 4 __ __�__#;*_ _i�__Z_ - -_v,o F-7- _i�--r I EI.D.. ", "I ' " ' " "" t I - :, I',/ ----;r �_l mAX_ � I � �, 2.25T i I ,;__,� I"- '��'� _�'4'�-'�` 1 ko ,� , .�, 11 L- L 4 - . , I ,�, ", � ., I I � 1, I "I 1. I I - I -*_1 , i3 1, ____ ____ - � 'ILL � -*v,,"_-,`!�-.lA_- , I � � I '� .... I u I Isom 0 1* L* W/6, 2W/6, 3W/7 & 4W/7 - ROUNDLET CORNER 0 ENDS OF PANEL's 4011 � i . ) I "INI;l i , ,- 4 --- 1l-.-_ANCHM (SEE SCHEDULE ON SHEETS G. 10 &M -- - -- ---' � , I ! � I - A6, .OAT, , - w-P, 6,-G, x - ll� `_ I I ENO UP W/ HEMMED EDGE. I_ ,12�F __21-0 _!!i_ _.!�_n_ _A��_ __ M !_ ��`, : I ! L�, ". ; 2,1pa, _ S�� I 1. . ", , "I i � F-0, ? , .- I � I : (mts) '375, ___Lw_,v__, __!�-�_, .....- - ...- _,!!v_.*_ ---!:--X __iL__� _ �� , I ,?,��)�','� , � ; � I I N , 11 , 1) � .11, I ��L',�,."�,,� - 1��, .1 �l I ' ... 11 L� I LIL . TYP. BOTTOM BAziali yas�o 0,-J, $' 9* Imo 61-i 21�41, REGULAR 998M PANEL (J) ELEVAI10 ��' 3�r � ", � I 3- 11 I Ma OF PAWL __ __ Ile MR,,. CAP : ,,�,, i i EXISTING POURED _ � I t � I __ Ilm . 2�soo- I - _lmo - - - flao - 51-t* Zell' NJ.S. ; i .� I ; I'll - - " 0 1011/1 041 � � 'I APPLICABLE) � PIS 0 . � I I '� ' �� . � CONCRETE ANCHOR� .... *UE VALICY) I � - '. go" BIT PEEOTWREDI _",_'_�'�' (SEE SCHEDULE ON ' ' � ' '0671 (�) KEY 14OLE SM @ 6 - - s - - ____ CNER.AP -1 7 I ,- i ....... MIX WASNat MEM, CONCRETE OR I L '� 3 _, ' 1 3.750' 1 i (TYP.) 3 PARE ,7wl __ -7T41-0- 4,- to, (ift _ �� , � CONCRICTIC BLOCK I __ - -, I � . -11, I I I I ,D72' I - �' i� @--.- I I L. 4 I-- - .-Jl , , , - , - 1 4 - __ �__ 11 � to- E 10 I - - - - I ------ I I t IISEE SHEET 6 NOR AODITI rmo - 71#11T - __ - - - ______ __ ___11__._____ - - " -d-_ � '14"MI" S.S. LAI *1 RUT L Z,t24- la+. 1813, ::::E--F--,;`,--_-:5id I ;i vqpl\ /-W _\ /1*1\ /ow-l\_ /wc`N -_ _ 1� -1-M ,/rac. . �,,',, stem 9 THROUGH 10) ,� , -A __ �yml - LIMITATIONS IF SLEEVE W!WGTN IS I J�, , �lj L-/-=-\--/ I L _I, -, 1�`1.11. ONLY WHEN SOLID . i . In'. . . i -'ATEN`M"' WkONLY WHEN SOLID � I - �l . .- _ _v2S t_ ONLY VAUD FOR INSTALLATIONS INTO 11 4 �,, \__ll N_r,� \_/ 1. I- �, A. - - N EXISTING POURED CONCRETE I 2SO' : ,,r. (�) SLEEW 2 1 1A I -1 � , CTYP.) WOOD StRUCtURE& MINIMUM SEPARATION TO CLASS SCHEDULE MAX, GAP \7-/, - - EN , tll . A -A , I 1 ./3r- OR CONCRETE m= I , MAX, LENGTH I PAw__ SECT19N -1 I ALTERNATE CONCRETE-' _11MGPOUTTED CONCI&TE (4) E� REQUIREM , - * MAXIMUM WIND SPEED 4 170 -P,n AND SPEED > 170 In.vI,h (i) N.Tls. ANCHORS � , RIFTEE BLOCK REQUIRED CONCRETE ANCHORS ARE USED. I I- - --- ____ i- -1 -2.000' - - - I , -M. PA14U LENGTH ��RMNM I RESTRAIMED NED _..____. ____._ \j STAGGIZAED W/ STUD - I "S'. - I � 17. (in) UNRESTRAINED RESTRIV (SEE SC OLE ON (SEE SCHEME ON Ll -.1 2� . Norm SHEETS -91HROUCH 10) � 93, ,2y - vtvs 9 THROUGH 10) �- - 2.548' - - - 1. 11 : . W) L+: MAXIMUM ALLOWABLE PANEL LENGTH FOR A GNEW POSFINE ASA DESIGN LOAD. . ---I 1 1 I-4. I 'M I I ,25D-' - 30 OR LESS 1. 1. a. 6 I/C L-I MA,X ALLOWABLE PANEL LENGTH FOR A GIVEN NEWIVE AM DESION LOAD : I : Ityp.) >33 To go (2) PROCEDURE TO DETERMINE MAXNUM PANEL UNCTR (�) ffy_:m:_wADm (�) *U" HEADER ,I' 0) 1--,--j - - - - -- - I' MIN. TO 5' M..- f_ I A - � I . GWEN A POSITIVE kS.D. DESIGN UtAD, DETERMINE WYAKA, PANEL LENGTH 'L.' FROM SCHEME. I..... ON' [___D I 711 1 1 1 1 �g 7 1/2' 1 =, A NEGAIM A.S,O, DESIGN I PANS. LENGTH 'L-w' FROM StHEEXILE -- 2zoo* -- I , MAXIMUM AULOWABLE PANEL&"== WBSIM DETERMINED PANEL LENGTH HL&Q-01 WUL MOUNIING WALL MOUNTIRG -1 019MAMM (R SLEEVE 1* MM, 1, J: � ; '! �.! _. i -a MOUNTINg 45 TO IS& I. I I �� - I BETWEEN 'Li'l Am *L-". mmuw L 5ECTION 2 (1-13) ANG 0 . 4 � m SEE SCHIEGUIX BELOW MIN PANEL LINDEN FOR POROSITY OOMJFOA"ft� . ;pPpm ; _ ' I -- - 1DOD' - 3i�� -1 W-W.4-517-or i,YWMH"NNij% Ul J TRACK U EAffl-HAM j - f tHwALLAM4 INTO WOOD ARE V . MOVED TO i 95 ,xt MAX A,S0, DESIGN PRESSURE RA;;O I I. SCALE -1 1 ,v4* � 7� . eskl'i� A. T!w,s U-144i-mm I , � I ,?DO , I �'. , - , 1.11 111-1- ,�, I I I, ,1�. - - " -2 HANG STORM PANEL __ I - R.� OU,LO-out " , 91 10 k 11 S.D, DESIGN LOADS At, MAX-. PANEL LENGTHS FOR I ."i'vit, N, I I , - ..�fll, (USE ONLY FOR IE 1� I P. - .08K,_,_ 4r* ��, ,)Lmse � DIRECT �1. I ,_"ts 'r I i I ,- rL 470" p 175, MIN, , � ') , � SYSTEM) 6063-T6 AWM. ALLOT BY T;ZA �r MI A SPACER ...., ,UC �l � f ��,_�____ ", I I.,, 11 I-- - - m z�! .� " 1 MOUNT HEADER Wt�ll;l ��,.99-=,%- X. il� .... - - - 1.12fi* NO' = : No. 44167 * B FLORIDA BUILDING CODE (Non HIgh Voloctly Hor cone Zone) c= ML iF .I- I�Iv,ks 'N"eA FLORIDA BUILDING CODE (Non High Yeloo � FLORIDA BUILDING CODE (14 14u I 1.01, � - , , -- -I-- - , , - , . - TWA 14 . fty III cone Zone) . an H(sh VelocTty Hu Gone Zone) zoboo�! r 7T=;-:�� ,� 0 . - . :w:r:r:0m:�Tlv 1. 1. 11. 1� Z ; c 11 - - 1 4 1 V 12.3- 1. -1, 71N a_ N` it . i Adom "AmEm. ml 24 CAGE GALVANIZED STEEL STORM PANEL FJI. - I DIRECT mouw 48* w 50' z * .1 Plow 1111.7m, INC. 24 CADE GALVANIZED STEEL STORM PANEL ".K I - I - -Z .-' 1 167 `- 1 mw IxT= m. 24 GAGE GALVANIZED STEEL STORM PANEL r,". A ,am � 1,201 1-11, I V 1. .: I ~ W. - ____ 3a. 1. - mwk III, = ; - - DIM" 10 . I rm,) � Ts 0 . 4 �_S`Xl S* STUD ANGLE 3v 32' - . - "s C- / 07/V/"W I'_ F� - L S Itu, .* 42, i -01. � NPIE�WM_QE_SE�. I z 1. , :1 = 1. '. so. I> -a'. II � GLOBAL PROTECTION PRO 250' �� - - Oir__ 3 vArx 67' or - � - / 11LIECOssic GLOBAL PROTECTIO tmxr S . 6 , 0- - __ 111NIECO.. PAM- I- 2.000*r--l- - -J- - - - W/37/2= 5v - - 4e --- w i -A -. IATE - C""" DUCTS, LLC. I - __ SEE SECTIONS __ __ - - MIN I �_ -.1 F 11LIECO, GLOBAL PROTECTION PRODUCM LLC V _��, � \ N PRODUM U.C. - EM - EDGE DISTANCE _ - '. Vuaw AS I - AMID �wl 51 SlAw EE LE TOP & BOTTOM MOUNTING$ CAN BE - - Aw S.W. III T-ur OW SM. 6, STREET U� ANG So* 32-- -w --w w w 1. 1� W. oplulk �.- OMAL FIL 3111;RIMI, % "" NW0' I' AN"I rl sw -2 " 4 L. ' S, - 4mlll B I.. n, =1314 20-175 P -1, A,& , P, I -w -,..Wr-* symmm 20-175 SHEETS S & 10) COMBINED IN ANY WAY TO SUIT ANY I / ,,.�) __IMIM!ilk.� ". 20-175 -,.I-. -a.;;- - I - , I - ORR 04-1 PmoNt, Lem)mmI I- - � 0- . t (Me, - �� (05.)W-7w. rw twpwm-amn ��_' -.=.'-!,'.`"" PIRNK, twt,o,xl�iii 'm m6ow-em -1 � I INSTALLAMN. (g BUILD -OUT eir (R BUILD-OUI *F* TRACK @ & (p� WAS14ERED WINGNUT , � �.�m -.1 - I CANAING IN, lltz�� -.-. 1 7.=- � �w -s,r 1--W- 10, I __ - 1 et`iM`III WIN! - I nawwKw: I ... / -.'.v., C%--�,y , __ aiMitwit; ft; cl-Im7IS - - n-i m - - �A -%0719 , __ , l'i"f'. x;ii,,,&�- M-La" it , , Z# I .mm 4 w ul JZAMAC 3 ALL" Pz SEAL�swimi,%ACAWI ..TCR� I I I t I I fff m "m III _wla , I - I I � MRXT 3 , W, -1 . nm�wm I.E. F_ I TRACK ANGLE � n.M.- LN, 04, I I _. H IT = L I I I I I I I I I - __ ____ --- I INNSTALLA119H DEIAM ,,.EQR REGULAR PANEL (I - - - - --- �� --- -1-11 IN LAT ON ! BEQUIGAS EANELT .- INIQ PORED ONOETE OR CONCREIE AL90 STRUCIURE -1-1- 7. , ", -- __. RUCIURE5 -'- '(,�,� I __E_ _l_____ ... ... ,_____, __1 ,,, F lNgAUAIIQN 12UAILS FOR REGULAR PAN. - I INTIQ WOOD - ,� " , � , --IT-- - , , , , 11 � I , iiin. 1 I �11 � �, 'i , - I �,� , , I SEPARATION -1 , I - __L�L� �o; I 11 (D 7,-,-., 4_ -!-,. ALTERNATE CONCRETE m_/, -1--_-�r 0 � WOOD ANCHORS r " _� M � I ,--l-, TO CLASS. _11--_ I I I ", � V1. ! I - .1 'il - � I I � ANCHORS LOCArON . '! ,. ��, _ r_�" (SEE SCHEDULE /I 1 1 ALTER14ATE LEG � I � (SEE SCHEDULE ON �! I �, , I I � _. � ' 4 SHEET I 1) 1� � � � - 10CAIrm -(SEE SCHEDULE ON , i --- I -.i"-.*- . r;l_ r ., � I -, .. I I --- - (� I/"*lm,I* ON SHEET 3) _ � 11 GONG ETE ANCHORS � , .� . . IF HEAD SoLn 1 4*.B* . � I -- � �--_- � , " h . I A I I - Or I I 1 , � ,.� I, I e , ., I I I I I I .1 . � - __ I I... el "� . I I - I � I I I 11 EXISTING MURM CONCRETE $HEM 9 THROUGH 10) OR C40NCRM BLOCK - __1 r _'i iL��_ � I - 1 -7 EXISMS FIGURED CONCRETE _ � `_ � I � - L 0 1/4- O.C. L___ _7 _ -_ BEAM 4=R'0M'=L7 � : - (SEE ISCMEOULE OW - i, , =.=Mll� ADEQUACY 0, EXISTING -� Cn -&-tiell ,- � 1� "� � A 1 � I I /� -1 wow .1 - -,- "', SHEETS 2 THIROVCH toy OR CONCRm BIG" RECILARED. -,, 1 � /A , I I I., � . -) I *L, M -to' __ � REQUIRED. , - �l F I ! � I BEAM TO BE CERTIFIED BY ___A__.d.1_ ; I I - - �l I � , - - .. ::� - - __,�_ - ,,2 p , --- I � - � ---"-I D. I , 0i . - ` I I - ---- ----- ,. � a , _ i - 'Coll " ,�WA � � , I __ - _____ -1 PANEL LENGTH REGISTERED ENCINIEER OR , ROD ,- I I RED 11 -1 ,� . -1 wow _ -L __�,__,' � �,j �! f : � I (SEE SCHEDULE ARCHRECT PP" TO SHUTTER " , i,-, � -,.� _ATERNATE LED CONCRETEE 'R111-11 HEADER - Its , � I e , - W EXISTING POU , ,, /- LOCATION WOOD - , = - . - � EGUM ,,,,:� � (SEE SCHE REW �l t I %isl I INSTALLATION. ��. , � , ,- - - CONCRETE R � I , , -41 .,. (SEE SCHEDULE cm I . I -1 .11 - I I __, --- =41 -i WOR . � 11 I' Min. - `,� � SHEETS 9 1 120 - I �ji � , - : r____ �� C ANCHORS ALTERNATE WOOD ANCHORS - 4;, -;, I -1. I . I ON SWEET I _ I , . a) , _1 I �l FF I 11 11 i 1/4. , � iij I � _� �, _ . ;a-w MCI imsNut, WER, �� " __ - I I SHEET 11) e I SPACER , I . SCHEDULE ON (SEE SCHEOU x Ei, , . � ED - -- ,---- - A - . 14 � , I I I'-- � � � ,�� MAX- - . ,,, � �- - - *-- *..4R - ": i ,a mzr#ft � I— ,� � 11 C =rm 9 a I - .- : I .- r1wn SPACER I J_jl') - I - SHEET 11) SWEET I 0 I __ . I ' 201, - R`X WV.N/Owpfl I �,-,O_ % � _. _�-� L�."_ TIT, 50,10, OR I 112- )I/4' , � k j 41; - , � / I Z, ==* I�! �� li � & 42 i/r _1 - C ; L ___ t/4-�IN: S,S. " W/ IAn � i - - Ell I . �;) *7 - " r MAX �/' I Ti � "I ,-I - L I , I (D -I I/. - ", - 0, I I � I 11: -I 7 1 ,;-; ,� 11/4' 1 MAX, - , - � �i� 11 Co I U - MAIL . I z --------T - - I COINCRL E ANCHORS I I � IX. -.---.- ___ -1 I----- - ". _ I WOOD HEADEB � -L !,V. " I", L I I - I I - (SEE S, .. . - - I -, I - 27 I I � - a , I ,.� __ -, . I I � 11 - _____ --- - - - - I � I i WK I il� � 1. I . I - . "ic �, 6� , - ______ I . I _ MAX. WOW EADLR - --- - -1 1/2 - I _ ___l H 1111 3 � i REQUIRED � I , . � - � - � --- - � - f D " _4__j (�)__, SHEETS - . �� L-0, i I I - - � � REOUIR'E4 - I - _1_27:�/ U) . % 0 1 - , rl) ; ED �"% . , � 7 _ __ - _; r 0, MOLS � I i t KOU!" 3 � j EXf i -?-� , , _11"p ! ; i . � I * � t r )�,, , I -1 � . , � 11 Ki t : ,,,, ,� .1, ; I i -1 � ,_ I I� I ", � �, j� E�b ,., Afi;� . � �� , - - , """ ___� , V M., �, - I I I t__ 1�� I I __ I - - --l-r- I � I � ��Z/,Y, � � I I � � � - @ i'D� MAX LONG ALUMINUM SPACERS 0 12 1/2' i2- % �, I ! I FAMEt, LENGTH I f i I � , i , I - I , � w I I I j 11 i i : WOOD ANCHORS ! � � �,�,,�f,,,'! � � � � ;� � !'-- 11 i i , ! -1 1. �� -STIIj , i 1� 11 I (SLY SCHEME I I t r C; (SEE SCHEDULE 6N__ �17- � � � � v . � � I - , ,L'tst � , (SEE TABLE 01 ON BMW IIJ , =3 m � I ( ON SHEET 3 � I � I e SRSET 11 , Ili , I I I I ! I L�U, ��,10,�;"; Q " � I Min- 1 �) i 1, � - _01 i 4 01 ; , ;:��,�,,, � I mil` FOR Min. 11 _Ai) I C I I __ NOTE - SELOW FOR LIWATIONS FOR " 1 _,� 4- 1 , i -, _ � 5, �� ,,, ��i I 1/2, Low SLOMS, . i 01 � I I � - : MIN, 11 ; i SEPARATION I I V 'MAX. i I : - - 1113 : i ,!, � � � � > - - , ; , - pg�,',",' I I 'D GLASS. I I PANE � � 1, �! I __ ,- ?g�,', " 01 It �=" PANEL MAX, 1-111 "I 11 11 nl- I � LENGTH (SEE LEN" I � � � !� (SEE,' - I � I � �l -11, I za�a TION TO CLASS I J! 0=14 1 ON SHEETS (%E SCHEDUtfr i SCHEDULE , � , 1, I � SCHE0,140C *%r i ; ,., f . � I � 0i e PANEL LIPS I�Ubkt 0 OR PANEL MATE I lkk� SEPA94TON To i 0 't- Mtnt� " I , Mia 14.1 I W ON SHEET 3) -IT-1-1-111- I J0 ,�� I , 04 SKv 5) "I li V'*. ii�e � 1 o I AS, ll=_.,) ! -1 i i 14 mm � SIT ON SHEET 4) 1 INEC SCHEDULE ! I ON SMEEf , , I GLASS, 4 I I. 09 SHEET 3) . S�- i `----=:_-�1"7_11. , , : � , h r wK SCHEME ON SHEET 3) " I IL7 NO, L- 3)_ AV - _� 1-1 :_ � _4��_ __ . I �'l I I � -,,A7 � I Ava I UENGTII � I ,� 'I I__ -, 1 � "I Lawc, mm r-�n *L7 Lw. I 1, il __ (SEE SCHEDULE . , r I .__________,_,_,_ _7� �., - I " I (SEE SCHEDULE ON � , I ,� .. � , I, I 1 z�_�i � , � , LUS (SEE SCHEDULE ON 510717 11) - - A '46 PANEL LENGTH I . 1 1 =,* I � (SEE SCHCD LE , (=M=ar-n PANEL LENGTH P i6i, -10 10 - I,— -4 - - - I __ .. at�o I-- - (m NA iWill I , .S. I . I I - � SWEET *L" M ��_, V I �on �41 , , : I I I - PANEL 11 _� _- - ��, I L .1 ..m--. : I I i zin C_ ON SWEET 3) 1 SCHEDULE EIVSTIN� Z,XII, WOOD " ___ - '' _ ___l__l__ ]PANEL, LOON / "' It , UMH Cmul Y-in ON SWEET 3) 0- w` -,- � I - ,-----. _ . -1 - -- - -- I i =w_ll _. I LROM OdX7`-4rj GLASS __; TO GLASS. i I \) ----- --- I ($a SCHEDULE S - I A ,4 S'PARATION �3 ! "&I -1 ON SHEET 3) =� I ! __ ___., _ I - I PLATE REQUIRED I � i -11 ( To GLASS- L I m '�) ___ 1-- . 11 , , 1-1- 4I I—- . - - I � ON $NEU 3) =I-. _____ - ------I � I SEE SCHEDULE ' I t__ - _-A, 7: _,_ _ V�l __ ----T-'-1 I 11 - , - __ - 11 - I - r($O�rNF S`RwM7x3k)"-- : - - C1111 : DIRECT MOUNT W1 SPACER _ � � : IL, ___ -----.---,- - - ___ * i 509 1 1 1 ��_ - 2- w - - � --- : I __". - _"k __ - - - _� � I -----I- __ Al� . . . . . . = _4 --- i < I .1 ' I . I , I-- - . - ___L.__ � * : I - 01 I ., IT ON SHEET 3) OF 'T' or IL , � I ALTFRNAT]YE TV I � �`,�-��.-,'..-:V,,.:�.,�?m - �` - , - I I - - � I /a.. i �".115,5_ '- I - C, I OF ILI I ��:`,,Vll_,,`��_ i - I - � Mo. I MAX. , �� . MAX. .1 I I - I It I W% I i I : wl IT I ID _� I I I 0 12 1/2' O.C. � I SCALE 4 � - - 1141�� 1 �'llt� - I AT __ CU SEE TABLE #1 ON SHEET 113FOR MAX, PANEL LENGTHS A, OF 'V In (D I (� 1 1 1 , Y'll � � I 1 50% : "I . 7 � I jGN LOADS FOR THIS INSTALLATION. ! __ I- MAX. - � I 0 -6-itill , 'i 11 �% - -, I 14 1 , 1-11 `__� ;--,,, _ -= - 1 ; 11 I OF V ' � 4�1 I I 0 12 1/2- O,C. __, ____ - - 1, - I g SO _'111 � I VAX- A-SM BE __ , O.C. ' � 1 . - I - - - ____ . - --,-,-- - - - __ --- , ....... mm� I 1 40 � � 0 12 1/2 1 I I 0 . 'fla : I 0,61 - � ;; t : .11 I MAX I 1-i � - - . I � _ I t__ 11 - . I OF I ! � I I I I I I Eb I I -I 1 � �,� - =-- - I I l_U . . - I I . . I 1/2- a I I I ; . . 1, a 12 1/2' C.-- I . , , I � F _� -, - � I �� I I -_:Itu I., "I I . - . - 11 I ------ a ,/,v Ox 4 � 1� . - I "' " C -0 - 4 S��_�_ - __ __ "".z -, - _�� I : ( �'. .. 1� I - - � 11 F I ED - I ime RIAD GMT$ =3 � . � , , c- - �. � I - - I F, I I � I- 11 , L" CONCRET; ANCHORL, .; - " 0 - ,,.��,,,,,,',,',�, IT - ,4q,l. I I Ell 1, I � , r zI � I ; � ------- -.----L I I , . � : h �1, . �� � � , � . I , - 11 wow ANCHORS I � EDGE ,�- �, - - 0 "- ! � , , I � STAGGERED W/ STU !__ ... I L �� , ! � I I � I I - _____L_J - I 0 EQUIRED ., , SIAM m toy m I yr LOW W.. � I (ALT. CONDITION) t- "I ,;�� I 1� ,_I I � (SEE SCHEDULE ON I I I I I � � " Rm I ALL DESIGN LOADS AND PANEL 1�1 11 l____--- I—- . 4' -7-T-1 ,------ ------� ", f 1 SWEET I 1) - RED 0 " . �,,-f _9XISIM44 POURED CONC p ,j, , � � A 1 WOOD 2'i,4' Woo PLAn_ ' � - , , i � , , . OR Co � � Low WITH Ir-ol 1-1--.- 1, REQUIRED � N C� � C EXISTING POURED CONCRETE, " LENGTHS PER SHEET 3. L� I � I ft) SOULIAMIN Is LIMITED 10 A ONE sm Ekm G;x moul � 5 " wow � fi , MAX Auk "GOT, t��(*#"S Aj=FT ANY - 1 _,7, � CONCRETE ANCHGF� OUIREO, ETC 2*14* ,�, 1 ,� 1� � 'r 1; �( , --(�) I *I= ,� -,, '' �, ! 'I, bulasn' MmoMT 1 _-I--- I � , � I � . - '� � � I I ". �; I 11 � j", '. �Jl j; V " ,�,.r�,, ,,, , -I '�/'� REGIAM"E'r BL ... :' 09 CONCA: BLOCK --9,-" ; - wow ANCHORS - 1 . -1.11--1 I SCHEDULE ON - ANCHORS � =81 . EXISTING PO RE � .,� - , � - �' , �/,4.1 � (SEE SCHEDULE ON �11111'_l � =i=!_ I _� I ** um � u -4 i - (SEE SCHEME OR � . Q8-11'1�1- CONCRETE - -.--, mi -il I I I i i LL _� RONCRETE �;��l - - n, _M � SPACERS 0 6 1/4' C.C, MO FOR C � _�`,�'*� , I-,,,- OF WALL OR SLAB SHEETS 9 THROUGH 10) �",,��,,- CIC SHEETS 9 THROUGH to) t- 09 2 I/$- LONG MAX. ALUMINUJA �, t I S E IN ll� - , .'' , � WOOD ANCHORS I E I 4 SKV fl) 0- 11 L � I I i � 11 3 � , I I' MIN sa'Allo"O"TO am ____;__l__-_l___l__._ I I I I IS IS/7 RE _4��, 1; MAX. LDWo ALUMINUM SPACERS 0 PLATE RICOUIR0, I i ISIZETS'4EGIR ON 1 " � : . m .0 -�D.- --- -- ��' 1 1/2- 0 "I � i - - iwrem w/ STUD PLATE REQUIRED ______ . � E,rl=l.H I _____ I C. (SEE TABU 01 ON I r ' X4 WOOD 0) I , , , , 10, 01) ANCHORS Goa raw MA"M im =V96111101COD 00, SHEETS 9 & to') � I , 1 I � ON SHEET a AEG , � '. � �, � 1 , SEE SCHEME ON � I/ AS "" .11 ��' I - ___�_ � =I'VA I � � I " � I , ," 'M IWALA at /2' 04, $P*CW ALLOM ON I I . ( LONG, AS IM miRl "" ' J; 'f` i i'l " I � I I _1% I � L H SHEET I 1) " A Rg" INDIA P12M I 2* MjA-_ � r i j a) __ I � I � SWEET 41 �:, , - __ , I � I % i I I �, 0 A I 'r (I) MAAMLW AM MKIN POST CEILING 0 MOOR MQUINTING BUILD-9 � , � ,� , :, I - a ANY OASMW � M - MT �,OUNTING AIRECT MOM WAMERS (I OR I r � ,yj RAM44 Is .ft A5 �L . I (a) MAIL 2. cot PIANO, Later" is LWED To I* 0 U) I , � - - -11 � , � - _ _ - I i CM IS A ROFMOROM FROM UIR= PAIIEL MOM NWM ON I I [ No "WW smw PANEL. L040H IS I ; wffioir4 SHEV "), � CEWHR-Mfiff NUNTIK9 BUILD -OUT QUINT 0 m 3/8-1. ww ww i w WALL MOORM -D' MOUNT I wor_m OM I . IN � W� 1 (3) SUM. PAM twing"Im IS ONLY I ALTERNAVE (4)1 f/r UM SPACIN COMPONENT fM IWALL BE AS A L. IRS AN EX, n I G, - I ILL M9lJN!IIING i SCALE J/87-l' 3'a SPACER 1M... I .1. ALMEHADYLAW AM WOOD FIVAN WALL i I 'IWA I'M =20.01T 1. I ;x 'ouvm ey i SCALE 3/9 SCALE 5/8-i- m Al TERNAHVE I w � G-12" "Dim AND TIC 2m TN,I ram") or THEMUIR119 I ,""INUN01", L. . SCALE 3/8-1- I NF) MISINLMION MO MY FOR IMID 91AU)" CODE, ; I ZONES I, 2 . a PER Amm E . j Z �/1;11-11' "'4*0001110" I ,$0d;,*, I 000'AfbiO# , 4":. 1 ._% i i ,(i� p'. - � -I LIJ .,�, ',,.!� - . - 11Q N . Tkj' Y 4�--`vvmi�,-A,_ , , ... )? I �e�� I ____ - R, I � ?\ ' r .... 40,'-�� _.�� z . VI = - NOTE& ..., . . = ! NO. 44167 * z \�r 0'41�`_ E ''t".. , FLOW BUILDING CODE (Non High Volo!± N FOR COMBINATION Of _SECr-= .. = FLORIII A BUILDING CODE (Non High Velocity Mur can& Zone), 2 � r _.. \�, Nse" . FLORIDA BUILDING CODE (Non HIgh Volocity Hwu come zo,ne)f - _ Hur 'Cone Zone)l I = - - - . .. Z - 1. INSTALLATION ARE ONLY VALID FOR MO, A.S.O� 0mo tum INC. , INSTALLATION ARE ONLY VAUD FOR MAX. A_S,D =*� ., * j .2m T`UTm INC. F.Ii 9 .* o.44167 . :: `4iXIO MTECO. "Cl ", SECTIONS, I - NO, 4 24 GAGE GALVANIZED STEEL STORM PANEL I - TOP III, BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (p.s_f) AND PANEL UENGIHS 31-0'. 24 GAGE GALVANIZED STEEL STORM PANEL < = *' 24 GAGE GALVANIZED STEEL STORM PA14EL DWAIN BY, 4 OF DESIGN PRESSURE RATING (ms.f) AND PANEL LENGTHS =*: I - DRA" W.. COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 S -5) -� STATE OF .;,:t7 *'�t ORMWI INT I . - . - . * 1*1 z_ i * . I - .4- - � NXLM& NATION OF SECTIONS; li' I TOP & BOTTOM MGUNITNGS CAN BE AS PER SCHEDULES ON SWEET 3 (EXCEPT FOR - . " Tirg INSTALLATION 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD %�,Ov- . -1 S, 'S, 2-7 . Lm a/"/"" I -,o " - 0 Rqt �.l - 1-�,% STATEO��, GLOBAL PROTECTION PRODUCTS WL COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W) STATE 0 ;�_____� GLOBAL PROTECTION PRODUCTS, LLC. w'""'" " e. , -,. - * I - � R .m�_� / hLIECOssic. GLOBAL PROTECTION PRODUCTS. LLC- 't/m"Go __�> - (SEE SCHEDULE ON TOP & BOTTOM WUNTINGS CAN BE I T[ON. - om Ip W S.l� 61 STREET DENSITY OF 0.55 OR EQUAL. '1111� ,?6��L No a COWARY . - OWE It. 33314 , , �l - ,",I" * To, . An" DIANE, #1 Int. amr, MEMBERS TO BE SOUTHERN PINE NO 2, V SPECOPIC 'r r�� #120 Not SINCE: ED, - EDGE DISTANCE _ ei@�_�_�.. INSTALLA -vp -, 1. �� 11LIECO,... , ITUIT TIONTING 4 Ai - GGARANY 4M &I 6 STREET 0, TILUT ... � , 20-175 "llptININ . _.. - m - m 'a- , M. 20-175 , 40 -M7 - = W-pt'lim, r., m 'fw P"CW- G,54YOW-740, I%Xz (Wl)6mIIiT%7 20-175 �__O �i, I - ��"-� - I 01.1 "I-Ime. - PK Pnom: (N.MRS-Ims. TAXi JWA)UR-WW - mtil�'w I III. I im- , PHONE tI6.Xil-7545, FAX, (14,i)MMI COMBINED IN ANY WAY TO SUIT ANY r 2, FOR NEW WOOD FRAME CONSTRUCTION; WOOD ZI..I.- SHEETS 4) & 10) ,4', !��,zv ,, M.. INSTAU,ATION. lT;,IUl._I _�4w�l ..M. -wwww- T-.w T.I. I - Otim"Im ft. MEMBERS TO BE SOUTHM PINE No 2, W/ SPECIFIC �w� A,1= -.- - I < - I m .�l - - DRAwwo - - ORM010 IN,,� - NI M-00057's �"- * I DENSITY OF 0 55 OR EQUAL , I,,; =,wv4...AM. I CA III -.1 - I - 1 """""' I �iiR PX� SEA1,90MATIMEA)ATE - floattiRKAKNAruw1my WALnR � ILIA k., III -4, n:j!!M�j� 7:::1�7_ w= I, C, to ; =Tuff ykl_ . I 6 all, 18 __ I I _j __ __02WAl&AJLV__ - I I I ! . L I I I . I I SHEET NO. __ ___ - SH 1.3