|
-6-0
<br />(1)
<br />(1)
<br />I = -
<br />U) Co (L) -4.-,
<br />`0 > -C- 0
<br />L_ L_ _0
<br />a) CL =0 2
<br />a) Cx.
<br />INSTALLATION DETAILS EOR SERIES 2009 & 1999 E-Z HANG STORM PANEL GENM W= = ICU -0 O_ .
<br />- INTO EXISTING WOOD STRUCTURES 11113111 MY A M LSM (C) TO EXISTING wpm (MIN, semm M&M r - 0.55 MIN.) -5) -p-, W (D
<br />- I. STORM PANEL SHOWN ON THIS P;0555pCN1AJ_UATrON 0001MENT (P-E,D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE - 1/4-0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W� SUILOEX, INC 0 .4-5 (n -1�--
<br />114 1 NOT BE INSTALLED AT HIGH - PANELMATE FEMALE ID AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. - ' -
<br />I '��:7��j \ VELOCITY HURRICANE ZONES (MIAMI-DADE / BRIMIAM Cvmm)- - III L:C SCREWS PER ".& 0 m
<br />MAXIMUM ALS.D. DEMON PRESSURE RATWG (Ii.s.f.) AND - ' I 1 111'4%lo U)
<br />� .1 - WITH THE 2020 (7th EDITION) Of THE FLORIDA SUM" CODE- THIS STORM PANEL SHALL C: =3 CIO
<br />1/4'# LAD SGRE" 0 G* OZ. W/ CSIG a) -0
<br />' ' I - K _'. 4 FLAY OR ON EDGE . THINADED PENETRATION
<br />11 I 0) MAI, rie WOaO - 7l,6.0
<br />CORRESPONDIN9 MA)akfUM PANEL LENM *Lw SCHWJU I 1 -4 HEADER REOLMD 1/4'# LAG Sam 0 r O.Cl W/ 0 N WIND UD" SHALL BE DETERMINED AS PER SECTION 160 OF 71HE ABDIVE MENTIONED CODE. FOR A BASIC WIND 5/8- WOW BUSHM, AS DISTRIBUTED BY ALL POINT SCREW. BOLT & SPECIALTY GO
<br />- THREADED PfffEVNA _ I I , -0 -0
<br />MAMUM "n- DESIGN PRESSURE RAYING (W,Q OD CORRESUNQIHQ MAXIMUM AN GIA \ I I L '/z W, SPEW AS REQUIRED BY THE JURISDICTION WHERE STORM PANEL IMLL BE INSTALLED. AND FOR A DIRMIONALITY FACTOR
<br />FOR SERIES 1000 000 E-Z HANG STORM PANEL (b SYSTEM I. Go . w" DWANOE TIMING WOOD HDAM. I i --- Q 114 _ - I TO OWING wm Hmm KD-045, USNG ASCE 7-16 AND SHALL NO EXCEED THE MAXAWM (A") DMON PRESSURE RATINGS INDICATED ON SHEETS CA) MINIMUM THREADED PENETRAIION 94TO WOOD OF TAPCON ANCHORS SHALL BE 1 1/2- AND 2- FOR ELCO PANELMATE PLUS p 0 -= a)
<br />Cm A 11 ) 0. 'a i�" I S.M.S, - - ' 3. 9 THRU 12 & 17� 18. AND PANEUMALE FEMALE 10- =
<br />W6UO ONLY FOR MU INSIALLAT&M AA BER SECTIONS I- MgW_A"-MM�M SPACJW MHEDILILF FOR IWAUAWNIS INTO CONCRETE A CONCRETE SIM 511RU = I " 00.-IL 014.1-SA& 3� �' - WING IN ORDER TO W"Y THE ABOVE COMMON, ULTIMATE OM04 WIND UNDS DETERMINED PM ASCIE 7-16 SHALL BE FIRST
<br />I
<br />1
<br />17F 24), 1 CA, DID'Or (D , �*11541k.' ", REDUCED TO AS.D DESIGN PRESSURE RXWO BY MULTI L"G THEM BY MO IN ORDER TO COMPARE THESE W/ MAX. 1A,&M) CI) MINIMUM THREADED PENETRATION OF LAG SCREW. INTO 114C WOW FRAME UNIT SHA" BE �� "2,T&'THREAOEO 0 Z5- = 0 �:
<br />I , \ � . PTHRU 12 & 17. I& PENETRATION INTO STUCCO SK41 at CONSIDERED AS PART or THE SECURED THREADED
<br />PANEL APPLICAl" 10 LIM APPUcAVAE To I m or Q) IN OROM TO YMFY THAT ANCHORS ON THIS P.E.D. AS TESTED WERE NOT 9VIET STRESSED, A 33X OXIWASE IN ALLOWABLE -
<br />- I TO GLASS CONDITION somoms A.S.D. -- IS BEEN OEITRMINED IN
<br />MAXIMIN MCKORS SPACING FOR E. D. - 3 1/2' - I '_jj:"# LAI, SCREWS 6 v ac, wl SALE. DESIGN PRESSURE'RATINGS INDICATED ON SHEETS I 9 "
<br />MAXIMUM AS.D. I n 1 2 0 LL- -
<br />- I PRESSURE & / � - %:�-2 . - - cz C: - CIO
<br />Nft4* TRIM
<br />DwOUT, 'MtrH - - I I TAPOONS CALK -IN I PNVJAM MINI 0 1 pmvAm PUS; ECGVONS 0 * MAXWM PANEL / j, ,r Ism OETAIL I m� 1=3/32' m E67vi iiI� C.3) MINIMUM EDGE DISTANCE OF LAD SCREWS. INTO WOOD SIOLL BE AS INDICATED IN THIS OFAWM
<br />___ - - MY COMBINATION 'A "1211 MNG NUT , ACCORDANCE WITH &O.S. 2016.- 0 -41� I+-
<br />____ RATING uwarm v (I,) IA DEU I � CA) M94NUM PENETRATION OF WOW BUSHING SHALL BE 5/8'. 1/4 020 SCREWS USED SVLALI RE 1 1/2' LONG MINIMUM
<br />TO CONCRETE - __N� OF 17ARY11) ny"4 E DETAIL 1/24 & STORM >
<br />+66A -7" 7w OR LESS 2 ly/ig* 9XTED . _L. 2'. S' I _" (P-0 Lm-Imm BLOW _ TO CONDRITE To CON`REE I To CONCRETE lu - ITO _j SIOCK 2- I . / " PANEL'S AOEOUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VVIIFTED IN ACCORDANCE WITH SECTION 1609.1.2 OF
<br />- I
<br />- 21. . TV J14.1* WS, - _ffCu_l THE OVE MENTION CODE AS PER AMEFICAN TEST LAB OF SOUTH FLORIDA REPORTS 10014.0i-01 AND 10219.02-09, AS SHOULD STUCCO EXIST. AND I' MINIMUM FOR WALLS WITH NO STUCCO. -0 E - 0
<br />1 12" N/A 12, N/A 1 12' N/A 12. 1 NIA 1' & 2' (W) 1( 6) . Ek DID OF 0 PER I -YKAN TESTING LAS SOUTH FLORIDA REPORT JiI23,01-10 AS PER . C/)
<br />+44.0, -7&3 70' OR LESS I 7/r v & 4'W - . "�= Pop RM" C�S) IN CASE THAT PRECAST STOW, 0 PRECAST CONCRETE PANELS, STUCCO OR WOOD WARDS BE FOUND ON THE EXISTING L_
<br />TAS-201 AND TAS-203 PROTOCOLS, AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1004 OF THE ANOUCH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.
<br />-
<br />_ _ I I - - - I L�'_d IT* 3'* 10' 1. 51 e '. 4' 1 - . 7 FLORIDA BUILDING CODE. WML ANCHORS SHALL BE LONG E U) (D L_ -6-4
<br />" WUM /4M'M4;S-'. MS, & WINCOLIT AT NERIAP & 40% OF PANEL LENGTH rLOMOM)' WIIRWMR 1 1 - - I (SET MAIL %J24 & ANCHORlICE SHALL BE AS MENTIONED IN CA). C.2) & CA) 0-
<br />R&F�o PAMEL. 1. '. 1. 1. '. - - I mm tA VVELOWI I 2. ALL ALUMINUM EXTRUSIONS TO BE 6063-11S ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED), SEE SHEET 2 U) '.0 0-
<br />. 12* 12' 5' - SO�98=0"`)+ - - i - 4 --_----I WOW HMO REOURED (0) PX04M SHAU. BE INSTALLED FOLLOWING ALL OF THE RECOM4M)ATIONS AND SPECIFICATIONS OF THE ANCHOWS MANUFACTURER, 'F ICU C
<br />"'_rv.
<br />M/A NIA N/A N/A N/A N/A 12 1/2- 11* " ( ..... .. ') I - '?S&� �Vjz;I� 4-.-2oa/4- 1 , I I 11 1 3. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-MI4 ALUM & PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTAUATION DETAILS SHOWN ON SECTION I THROUGH 6 (SHEETS 4 �- -0 . - W <
<br />'. - Z(. I - -
<br />+664, -75.3 1 - OR LESS 2 al's' IN, , THWAW 5) EXCEPT THAT HEADCRS(p AID SHALL NOT BE USED,
<br />7' NIA 6 1/2' 4 1/2- M/A 4 1/2' N/A - WARAGION - A. 9 TO CLAS& - " I i - 4. ALL STM SHEET METAL PANELS SHALL KkVt STRUCTURAL QUALITY STEEL. ASTIA A-653 GRADE 80 MINIMIA, C-60 GALVANIZED
<br />- . TO GLASS. avi;�_. - , ' STEEL DE-WOTION W/FY. 22.2 kW WIER ROLLED).
<br />N/A 3. (TOP) ;-.'sn g Ir O.C. 1 2 7/4' WIL, 9, IT SHAIA, BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRILICTURE WHERE SHLITTER IS TO BE
<br />12' N/A 12' N/A 9 1/2' 1 N/A -1 - 9 1/2- N/A 3' (BOTTOM) am OwDup 5 " VARY WOW - 9 SEPARAQw- I/4--2W,'4- 5 STAINLESS I STEEL AS PER DIN ATTACHED TO INSURE PROPER ANCHORAIM THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR WOOD FRAME
<br />---
<br />- - --I ./A � 12, N/A I 4 ( 2 9/16- Art, I .3N0-2W/4' - TO GLASS, 5. ALL SCREWS TO BE STEEL .304 OR 316 AJS1 SERIES OR CORROSION RESISTANT COATED CIROO# BUILDINGS.
<br />I SOOtS W1 50 k.i YIELD STRENGTH AND 90 I.! TENSILE STRENGTH AND SHALL COLIPLY W/ FLORIDA BUILDING CODE SECTION
<br />12" NIA 1 12" 1 N/A I " I e CrOP) 4 I ___1 I _L_ - - I SEPARATION 1. NW/31/ 9 !Mwl 9 241 1 �3.3.4. 10. EA04 REGULAR STORM PANEL WITH LENGTHS OVER 90', AS PER SECTIONS 1. 2, 4. 5, 6 AND ALTERNATIVES IW, 3W & 4W ON
<br />1i TO GLASS. - ' SHEETS 4. 5, 6 IL 7 RESPECTIVELY, SHALL HAVE A LEC48LE AND READILY VISIBLE MARKM RISTIBLICTIM OWNER OR TENANT TO
<br />12, '. I IV I 9 1/2- 1 12- 1 11- 1 12' 1 11- 4' (BOTTOM) I I I 6wo�dkm q .. - Emty VVVLAP -307 GALVANIZED STEEL. OR AISI 304 SERIES TI'AINLESS STEEL WITH 36 ksi Mi . SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PM00S OF HURRICANE WARNING.
<br />I - i 1 1 I __ I 5. BOLTS TO BE ASTM A ARMUM YIELD STRENGTH
<br />pi�
<br />N -_ I I i
<br />* LIMITED TO 116.0 P�.t. A.S.D. DESIGN PRESSURE RATING. A - m I � 7. ANCHORS TO WALL SHALL BE AS FOLU)Wr�' 11. THE INSTALLATION CONTRACTOR is To SEAL/CyVxx ALL SHUTTER COMPONENT Eom WHICH REMAIN IN CONTINUOUS CONTACT VfiTR
<br />I 1 " 1 1 0 I I TO PREVENT WM/RAJN INTRUSION.
<br />I OF ;' I I . 11 I I -- �A) YS ; E BUILDING
<br />A SEE SIM 25 FOR ANCHORS IMPE A SPAC44 FOR INSIALLATIONS INTO WOW + Rimuares max. awma scroyErx BOTTOM OF PANEL i . . I I ta - -4 0 ,,, j - X4 TAPCON AINCHOR$ AS MANUrACTURED By I.T.W. SUILDEX, ING. (Min. r-3192 p.�.) , THOFM PANEL INSTALIATMIN SHALL COMPLY WITH SPECS IN044M IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS 0!
<br />FRAME OURIANG. 1/2" � 41 I - 114' 0 . 7/8* ANCHOM AS MANUFACTURED By OEWALT M PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO,
<br />MWWUM ANCHOR SPACRIN AND WAWA MOVE DOW" ARE INDICOGE0 ON INS AND (1) TO SE_ 1/2' Mo.. -I I------ � I ;' I - 1/4`0 . 3/4' SQUD-SE7 ANCHORS, AS DISTRIBUTED BY ALL POW SC", SOLT & SPECALTY CO.
<br />__ I (WiI. I'. P.S.I.) FOR A SITE SPECIFIC PROXCII: fe, WHERE THE SITE CONDITIONS 05MATE FROM THE P-E-0.
<br />SCHEKM FOR ED. LESS THIN WDICAIM ON SORMUZ REDUCE ANCHOR SPACING �I! ' I - 13. lf.) THIS PRODUCT LVALUATION DOCUMENT (P,F-D,) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROME INFORMATION
<br />BY AILTIPLYM SPACING SHOWN ON SMOULE BY THE FOLLOWING FACTOR& FOR -I � - I Ij I - #14-10 PANELMATE FEMALE ID & PARELMATE PLUS ANCH� AS M06NLWACTURED BY ELCO CONSTRUCTION PRODUCTS.
<br />THIS OPERATION 10 K POSSIBLE ROXICIVID SPACM OBTAINED USING FACTOR SHAU i
<br />NOT BE LESS THAN MIN&M SFACM INDICATED FOR EACH ANCHOR TYPE AT !�- I I !F I J_i i I - AN INC,
<br />ANCHORS LEGEND I 11 I ;-1 (b) CONTRACTOR 70 BE RMPONSIBLE FOR THE SELECTION, PURCHASE AND DWALLATION INCLUDING LIFE SAFETY OF THIS PROMICT
<br />---I I \ I I� 8450 ON THIS P.E.O. PROVIDED HE/SHE DOES NOT DEMATE FROM THE CONDITIONS WARM ON THIS DOCUMENT.
<br />2 I -...-.. 11 . - -11 � ;' " c*"" - __L1
<br />.w. I
<br />'k I I 1
<br />1/4'. 1/4'. 1 1/4'. 1/41. ++ REQUIRES M- DISTANCE BETWEEN BOTTOM OF PANEL 1� . I� I 1 410 v (�-- i - � _h MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL 13E 1 3/4'; 2' FOR ELCO PANELMATE AND CONSMCTKM SAFETY AT SUE IS THE CONIRACTOWS RESPONSSLITY.
<br />/ � . NUT I P PL'2v i � / " 1 3/4 FOR ZAMAC NAILIN ANCHORS.
<br />AND= M WIPCON AND 8 \ Ay� " I ,Ik5 1 j 8 z - k P*`A_2w/41 M's (�) INS PRODUCT EVALUATION DCOMWENT WILL BE ODNSMRED MAUD IF MODIFIED.
<br />Q) TO BE, 311r I I I
<br />w NOTE IA SCOW) - A, " Ply,- 'et- ac� i 2 / I L M-A-2%3/4-
<br />w No" 2"C"A 0 1�1 _21/2 1 �. I* A* A.2) kLK-W & $CUG-SE7 ANCHORS WALL BE EMBEDDED 7/6' INTO THE POURED CONCRETE. NO EMBEDMENT INTO
<br />. Am -) - %/4'# I* SCREWS 0 G* 04. W I L ,_ - 11
<br />3 V�Iue_ 1 14 ftvm"*--- - "' Mr / marm TA me.w STUCCO SH41L BE PERMITTED Ile *20 SCREWS USED $HALL W_ 1 1/2- LONG MINIMUM SHOULD STUCCO EXIST, (d) 51TE SPECIFIC PROJECTS SHAU BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR AKH(TM WVITCH WILL BECOME THE
<br />.1 VL- �' L�ww �'l AND I' MINIMUM FOR WALLS WITH NO STU=. AND MAY BE HEADED SCREWS OR AU T�MIEAOED SCREWS W/O READ, ENGINEER OF RECOROP106,R&WE P M AND WHO WILL BE RESPONSIBLE FOR THE
<br />- 1 = "", V, V� 4 '#,-r --- I'- I. Am R
<br />" W . .7, PLATE AT SO003 2000 OR FLAT OR ON EM / 6 ;I�m W/ 7/0"'.3/321 PROPER USE OF THE OF ICJ
<br />"ft CA sm !m 1,;ff W. =11m,"01612*1 0 I= W-WIT VA MIAMI) BUT " WING NUTS, RECORD, ACTING AS A DELEGATED ENGINEER TO THE
<br />- G 9 / � r cc' P�E,D. ENGINEER, SHALI SL04R TO THIS LATTER THE SITE SPECIFIC DRAWOXIS FOR SEWER
<br />om iODO . _1/`!� LAG SCREWS 9 r a C we I \ /. , &3) IN CASE THAT PRECAST STOW, PRECAST CONCRETE PANELS, PAVERS. STUCCCI OR WOOD BOARDS BE FOUND ON THE
<br />INsTAL=QfL I . mr,, I, I ,
<br />I "r WA"- MOLM I I , .A=.?,= 101
<br />-! - 1 - - " "r "�i W. EXISTING WALL OR FLOOR, ANCHM SHALL BE LONG ENOUGH TO AMR THE MAIN STRUCTURE BEHIND SUCH PANELS. (A) THIS RED. SHALL BEAR THE DATE AND OR NAL SEAL *0 SIGNATURE Oil THE PEWESS04AL
<br />2 I'T WALL_ wowlUvwxAmEa AMBNATIME 2" 1 ANCHORAGE SHALL BE AS MENTIONED IN A,I) AND IN A.2).
<br />-_ 1 _- FIAT Oft ON ED" _W ; k - MIA. , RAT OR ON MM ENGINEER OF RECORD THAT PREPARED IT.
<br />- IM31MG SCALE 1/4'.1' � � 1 \ PLATE 46w"AT 14. SHUTTER MANUFACTURIER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STOW
<br />L 3 I/r I I= I -4 fl. ALTERNATIVE lj�K - .1 v I I - , Bu (13) - - PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.2 OF FLMOA BUILDING CODE- ONE LAM
<br />I - SCALE 1/4'.I* 'p \ [Lj��NG - 1/4� 0 TAPCON ANCHORS AS MANUFACTURED BY 1. T. W. EULM. INC, SHALL BE PLACED FOR EVERY OPO4MG LABELING TO COMPLY WITH SECTION 1702.9.3 OF THE
<br />I - i/4* V, . 7/8. cALK-tN ANCHORS, As MANUFACTURED BY DEwALT. INC. FLORIDA BUILOING CODE.
<br />' I . - . .1, NTING - 114`0 X 3/4* SCUD -SET ANCHORS, AS DISTRIBUTED BY ALL POINT SOREW, SOLT & SP CO.
<br />X= I LL I __ - Ajj�� A"W MALTY
<br />I INSTAW4 - #14-10 PANELMATE FEMALE ID AND PANELMATE PLUS ANCHORS, AS MANUFACTURED By ELCO CONSTRUCTION N5�wwp I 0
<br />1. WSLAUATIONS ARE ONLY VAUD " BUILOINES WITH A.S.D. DESIGN LOADS I '041040tr4% t SCALE 114*-I, 61
<br />"'yIVOIRIlifto" UP TO +ft-O, -7&3 W AND PANECS UCNM UP TO W-10'� , . , - i/4' v ZAMAC W&M ANCHORS, AS MANUFACTURED BY DEWALT� WC, �� I A
<br />El � I �:. j fqll I, -
<br />, IF 0", I'I�c
<br />'..'g"k n: -..!!�Ii�"' 2� FOR NEW WOOD FRAME CONSIAILICTICK, WOW WEASERS TO BE SOUTHEM � . . , �'��!%-'!y SCALE i/4*.I. a$) MINIMUM EMBEDMENT OF TAPCON ANCHORS, ELCO PAN"ATIMS AND ZAMAC MUN ANCHOlk INTO THE *1
<br />- . . �?";.' PINE No, 2. All SPECIFIC DEASM OF 4%SS OR EQUAL , I - ,kNrj FLOR BUILDING CODE (Mon High Velocity Hu [cane Zone)
<br />.. 1zIV'y'& '... 10, I ,-.V,.---NNCFNj�'% BLOCK UNIT SHALL BE 1 1/4', ..
<br />�,
<br />"', .. % FLORIDA BUILDING CODE (High Velocity HU Cone Zone) I FLORIDA BUILDING CODE (High Velocity HU ;e .: %,44 7 " S, 42M rKnm W_ 24 GAGE GALVANIZED STEEL STORM PANEL F.,
<br />g .. Gone Zons)j 11.2) CAUK-N & SOUO-SET ANCHORS SHALL BE EMBEDDED 7/0' INTO THE CONCRETE BLOCK LHT� NO 1. 0AAmm, 6"
<br />I '.2. No. q4IO1 -. S � I'Llima. W_ 20 GAGE GALYAN[ZE0 STEEL STORM PANEL FLR� J = .' No. . - &jm IMM m M STUCCO SHALL BE PEROTIED. Ile I020 SCREWS USED SHALL BE I 1/2- LONG MINIMUM SHOULD 3T EXIST, * <j� - w/n/1"GII
<br />m . I . GLIOBAIL PROTECTION PRODUCTS, U.C. �
<br />. . 20 GAGE GALVANtZED STEEL STORM PANEL ct � "
<br />= : GRAIN Or. *: : * �= 0100, W� AM I' MINIMUM MR WALLS WITH NO STUCCO. I'Ar -
<br />= * *. * . * 5, . 0. = . - - t -:�'. STATE ILIEC0.01c.
<br />-% �O . '. S1 kTE 100�;�.i �fz_�_ I Nm0'F.""-=wnaF4au-r-r-&= AE 1 2ze" - '. - _ - - ;F- - .-
<br />� - 4INXI M 51 Small _.
<br />1�� .�'� - GLOBAL PROTECTION PRODUCTS. I.I.C. ""' - S --a '- I ST OF GLOBAL PROTEC11ON PRODUCTS, LLC. "'I"'S"o"' 8.3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS K FO AA
<br />.� WE,
<br />4WD . IMME C _�Om. � - EXISTING WALL, ANCHORS T-LALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE REHM SUCH P�V,I -7s
<br />we �' '�ORI .. 1* I m - mk'ptb "" O'ME. � 3"14 20-175
<br />v - 11. / - '� �tl .1 - ,
<br />!�. '... - 4 )R%D - .0 Z. - �__ - ��_ - " at _Qg1d1M1M9N_2EA9M=; .. TOP - MQU ..' �'. � �' .: tv 0 � - - ")NIV, .% fu Pollan
<br />"�' 'p�-- 0 ANCHORAGE SHALL BE AS MENT04ED IN B.I) AND IN 112). 1� wkil oomrAIA I w I DANISAI NA'.
<br />,,, r�'- -9 =_WrJ � "I"Y .� Doc " FAX,. (.),m.,m 20-176 , -
<br />- -4 ip" (�)M-75-k 39 r4 & Awm - -1- f ' "4yo,�';"Hilf ox WAL'v"nw/am CA-MM7. 3NEIty I w It
<br />-"""-'�/( i "- - CARR 2 =.-M-11ar" TOP At BOTTOM MOUNINDS CAN BE COMBINED 01 ANY � ""' T;eA)X%,, ="'m""_p,, 20-176 "
<br />-
<br />,,, 90-- I - I CROMM N� WAY TO SLIT ANY VISTVIATIC", SCALE i/4' . � el 'A'A I - pm �_ '-?-' , ka - I
<br />111101 1; c,'01017's !*.1 - - amwa ft � .- -A le A I . I . . g I �
<br />IT, vffiuv&='� P. - "m 26 or a I I I NOT T SHUTTER TRACKS HOT sm" MR CLARITY __4_11 w �Z_ i a - i m�= i -
<br />""i ""I"r- P4 - I IN ZM1V . I I - I -
<br />AM I& # IdIG7 :: f5a!q ! I A
<br />I 11 . I - � , . pm " OF 20
<br />I
<br />- . . w
<br />_._'__ '' I mi
<br />MAXWUM A.S.D. �IGN je�gURE RATING 71k.a.f.) AND QQJUMMING 1/4, 3/4, 4/5, 5/5 & 6/5
<br />rL * 2/4 INSTALLATION DETAILS FOR REGULAR PANEL In
<br />_
<br />COMPONENTS FOR REGULAR, UEE SAFER & E-Z HANG STORM PANEL MTEMS MAXIMUM S1 OLE PA!NrL MUWM *L" SCHEDULE ONLY FOR REZUR STORM W/fi. ZW/6, 3W/7 & AW/7 IIIIIIIIIIIIIIIIIIIIIII
<br />(SCALE 1/2-1 1 UNW INUALLnON INW POURED CONCRETE. CONCRETE BLOCK A WOOD W 3' MAX ANCHORS (SEE sowtu ON 1*1 . - - 3: 1"m CONCRETE BLOCK STRUCTURES
<br />11 MIN. -7--- SHEETS 9, 10 &11) - I :::!::�:v w7
<br />15AW CNOTAL WIDTH)- on" PANELSQ) UNIRMTRApium MG- em= (D mmum &I L&M ) 6 0 -7/-I. 6 . POURED CONCRETE - 0 POURED CONCRETE
<br />--2,181' __QGSTING
<br />1 -7 - '40-20.3/4" END MM IRACKS (S). M - a J; DR , -7 ' ON CONCRETE BLOCK CONCRETE BLOCK
<br />.
<br />; __ 124W (EFFECTP& wwm)---- I I, �iqr � .. 1/4 _r__1_ - -T-r-r--I-T-r-rT -
<br />OL 1 Z7 '750" S_S. D.M.,O,C3 @. � � I I I I i I � � �� 7 � � � i p I t I '��' REQUOND,
<br />I 1 --- mm CONCRETE ANCHORS
<br />----6 1/0 (TYP')-__4 , 1 !:'�- I T. A= :7"/"- TRACKS a 99 Q& VX Dig= 11119UNME) AT [Am CONCRETE AN04ORS
<br />-C-1360 _V#-_ 1.36W � "11K. 1 I I - - . .180� - Aw. *120_r ,_ 1 OR 0 Q j/r o',, (�)� @ .1 9 I /v '/� I ! 1 (SEE SCHEDULE ON-- (SEE SCHEDULE ON- EXISTWO POURED
<br />.6w I 1 10' MAXIMUM PANEL LENGTH MAXIMUM PANEL LENGTH SHEETS 9 THROUGH 10)
<br />I - I - i - .L+. V/ I -.11) � ,-02 CONCRETE OR
<br />; I - f OR -L-- (ft.) 0 i I CONCRETE 9LV;K , _,
<br />2 3_*5. �__ .0854 , ' MAXIMUM "O. CONCRETE & WOOD ' I I ll� REOLARED, 4)
<br />�
<br />� � a 1 I. . F - MAXIMUM A4,D. CONCRETE & WOOD I f ,/I - ' *%' =
<br />I
<br />� i ' % i , -Q. �'-' ?IT 9 - -
<br />I . 1JOI, \ I-Im, I DESIGN DESIGN - b____ � F F z
<br />illmm - . (P.J.) (+ - -) _____ - I - ---------I - -1-1 - ------------ 1--li CONCRETE 94CHWI - - - I
<br />. . WALLAInom t p INSTALLATIONS t (SEE ".1
<br />� ' L / '' I I SHEETS 0 THII00WR ia�;` 0 _= C=
<br />2. 1 I .(�4. - - ,
<br />i �.' ". (w.) 6 - -) - i I !
<br />L-DUAK A - . - - -_ I I I I I I ; - " '5- C_ 4=
<br />- . 2ac 121-01 ; 1'-J' 1 2-5, 0 j2'-Iv` IV-?, I I I � -
<br />,
<br />"I'll - - � 7�1 I I'li - i L_ =5 .1 26" 1 ' I - i - - - - - ;, C� I. ). � t:11- = Cc C-) 0")
<br />'_.� - DETAIL A L--L---. -4v - - T--L[ I : -
<br />.. 2 A�W I 1 4& Z� - - ; i 1 ; .= m C14
<br />PANELS SHALL BE INFIALIM ALWAYS �31!17'_ jaO Il'-s" 101-9, 30.0 ft*r 76�7' UNBOLTED PANELS -_ V/ 1/40-20XI- 1 I IN It ; I -T I :.<
<br />- BOLTED PANELS I i I
<br />FROM LEFT 70 RIGHT W/ 1/2- LEG _,m. 0 II04-10" to'-** =0 ;o'-Io' 91-01 -§,S. U.S. BOLT W/ (p 0 EAL OVERLAP I I I I _; = Lj_
<br />ALT M AT IM SIDE OF PANEL (�) 'F' MCK (�) AMU WITH SIUR (SEE AS - I/012W* 1 1/4*9-20KI' I a-
<br />400 tV'-F' #'-4* 4aa 9 I-C MICABLE) (SEE SECTIONS AS JIPPUCW.E) i � i . T cc = A_
<br />(�) ' I v===�_w_T_/____ I Az__ _____r__ -pi %PJA6 t Ef. I V)
<br />- ,Mo 91-1, W-J, I WAPATION q M-ARATION , . i � I " -= C�Ql _=
<br />, -.7. Top EWE � I-- To CLAM __ T , I Im RNMIL 11
<br />1_1'v11_ 0.024- (W.) , - ____ _LL - �u L__�____.� --- �___�_ j].___1_1__L1_1 9 I -4 TO GLASS. W . I-0 �
<br />5ag) 01-11 814, - __F v �A' I ' (SEE SCHEDULE _1 *L' M.., ;
<br />-
<br />'t'� _5110 8'-7- &,-2- 1 - -, I- -- ---LIL-' t ]" U (SEE SCHEDULE -" " I I - Z . - �V'
<br />I " 8 ON SHEET .1) I -- � 01111 I
<br />I," GALVANIZED SIM ON SHEET 3) i 4� 1 1
<br />375' . v I I :r. -a -
<br />W1 HEMMED ME - I ------ 7--- - I - - W.0 - B`_31 7*-.9' v I I ! ISEE SCHEDULE 1 v ift. - SEPARATION v ". E e 4=1
<br />-PA411 1-1. i I I PANEL LENGTH
<br />*O.Os' !__ -*/) sav 50.0 $*-a, / I ! I I I TO CLASS. I .e
<br />� i ON SHUT 3) a I � PAMEL LENGTH -I(M SCHEDULE - I
<br />" J' I . I �
<br />--
<br />PANEL *5 OW LP I.M. I . 65.0 8�0_ e-4 - �- I sao 7,-8, -_ _ I I I =-.' � I � - :: (SEE SCROXILE
<br />I __::�m' 9 I
<br />� ?*-2' Y, : CONCRETE ANCHORS, L--=�_-- - ff'-y'--- .--.I..-- __ � (SEE ScHmu & C2 �5 .Zr
<br />- i ; 1
<br />133, ,I i I I i (SEE SCHEDULE ON �% I � ; ON SHEO 3) I ON le 3) . ___Lj ON SHEET 3) = - .-
<br />- - _7i�5 . - 70,0 71-8* ;I-r V10.0 ;I-s* $'-IV* /I I I i I A I f 7 - I cc
<br />; F_ - I I - P 11 0*0 D.M.,(�).(& 7 :�I' _ i --,a) . I -
<br />F�� __ - ] SHEETS 9 11 .. � I
<br />I 0 ! I -r' :-;
<br />"I . 710 - _Z-6' 6'-Iv* 7aa 7'-2' � - - - j _� I i i CD 4v JM
<br />� � All
<br />'
<br />- - -I- . or 'V 1
<br />1,497" 0.625* ifx.. .-H lj4 1 �_ I '�x MN4 I __(D =M I . cj 4)
<br />11 - 002M. -2- tr-7* a" 71-0* Vy'-s' I = . �
<br />� r-_z59w'- ' - I � f_'�� 80.0 11 @or@ _._,. 'NL_-4 1 1 1 MAX. I i 5� 1 i - IIIIIIIIIIIIIIII
<br />Y4"-
<br />1 /&�j;
<br />- 'A
<br />�1 iz �- , -\ I
<br />�
<br />I
<br />t
<br />- I.
<br />.
<br />I ';;
<br />- �
<br />". I .114-009-111
<br />I
<br />omw_ I I
<br />I
<br />I
<br />111111� ), - r,
<br />v 1-'--\ _�'ti 41 4
<br />In il�� 'I'M ' z
<br />LAI
<br />A' "--I-
<br />A TOF.� - * c _
<br />.
<br />O� . �
<br />_ '� ,
<br />I r7 I
<br />I i '_��' r /4. 3/4, 4/5, 5/5 & 6/5 ' ""' - V , SPAS n I _Q) I
<br />I i I I � -0 OR Q� a" 71-0* -1. 85.0 ,--o* 61-,Y* 4'-:V�/ 1 OF 1: . h- Cu r,
<br />�� . 1. 'I-,. M�x I . 11 � -a ';�
<br />� 4 I z'Gt7 - 2/4 AL 1
<br />__Z250�____ I .
<br />r'_ i � ; r . -=
<br />� ROUNDED CORNER 0 ENDS OF PANEL'S I, - mb, 'm' < -i- - _-&a s*-91 s'-0* "'D V-7, 5'-?O* --ANCHORS (SEE SCHEDULE ON SHEETS 9. tO &I 1)�- ---' i i i 1 6 C F_
<br />; END UP W/ HEMMED EDGE. �i25' I E� . � 1 .7 1
<br />i I L�_- =51 *1 1 .� I . .
<br />- 11 I -
<br />� ISOMUM YIEW DETAIL A . � 411W/6. 2W/6, 3W/7 & 4W/7 IV i
<br />I .iM7 , I � - T syme d.- 90.0 6�91 61-t* L
<br />) '
<br />I -2,3701- KT4) - � � . 6'-$- 51-11* I 51-r . � � I I .
<br />POOLO a" � i i I z _s =
<br />L - I . - �
<br />i I q! I TV. BOTTOM F=O . GOLD REGULAS 51QRM PANELMI ELEYABON 1 )2' ��� - ____ -.-I . ! __1_6 ar i i I 0- IL.V
<br />I RUM-1 - - - 1/4- GAP EXON., , �R_ . AF _! � -I& .
<br />! 215W 11- T KEY NOILE WASHER r- '__ . - itao 1 5'-2- 1 1 F0.0 2_w7' N.T.S. --i i I I . CONCRETE I � I :F f/r I t I (AS APPUCABLEJ) "
<br />; .DV* - (MIN, O"LAP -1 WHOLE VALLEY) � I -.11 %mm N&MI CONCRETE BLOCK � I CONCRETE ANCHORS I I �q
<br />i C".) M05-H154 ALUM. ALLOY (�) KEY jjOLE AT PANEL --, -- - ? i . � - i i
<br />"'. . NALIM m SCRON OR . -
<br />- � -1 � __1 """ _
<br />, I I i I REQUIRED. (SEE SCHEDULE ON
<br />i 1 . -a- I _j .AJ . :; f '41. -2W' It" V/ MR 10 ,..-., _ ___1_
<br />� . I I I .SEE SHEET 4 FOR ADDITIONAL Y19'46 - I s'-s' I m- 12 t1r Mt. __�
<br />--I Air 9 ! I* wi,I. 1 SHEETS 9 THROUGH 10)
<br />1 2.124 -# MY WHEN SOUD
<br />� . .75V'- U110APONS IF SUEEW LENGTH IS I J% I
<br />. 1. � _x.. :60. CALK-94 ANCHORS
<br />I .
<br />� _�. - .126* � ONLY MMM FOR INSTAULArArVIS INTO I \--/ \-/ \--/ \--/ T4 LEG LOCATION !
<br />i x F ' RAW- � MIMIMLIM SEPARATION TO CLAW SCHEDULE MAIL GAP � - --(4) - WHEN ___EO "; CONCRETE
<br />. ! U
<br />� i I ; - MELMATEMA N�
<br />! , � 250 (�) SLEEVE 2 ! WOOD STRUCTURES. \r/, I _/ ,
<br />I � i L - I., umm F I I /1.1\ SECDON A -A L(4') ALTERNATE U Lg�,r�c Poum CONCRETE ANCHO i ARE USED. REQUIRED.
<br />, � i ; MAXIMUM WIND SPEED 4 170 m-PA WIND SPEED > M mp.h _,", ji N.T.S' \_1 11
<br />5� � I I I ANCHORS BETE BLOCK REQUIRED,
<br />I DOC. I PANEL LENDIN W/
<br />-,
<br />L L'I". . -2,GDU'----' . 1 3.750 0.) 6iww-RmNEiDf-Rm,TRmmEG Lowsipmol Resmmw (SEE SCHEDULE ON (SEE SCHEDULE ON
<br />I - .125" 2 .Opw . "Olm SHEETS 0 'THROUGH 10) SHEETS 9 THROUGH 10)
<br />-2.548- r 1.�118! vw.)i i 30 OR LESS 1. D(t) L+: WAMUM ALLOWABLE PAMM LENGTH FOR A GIVES POSITAIE A-". DESIGN LOAD,
<br />(�) REV. '14' HEADER a �0*40 L . i 7w. �� - I I- S' 6 1/4- L MAX. ALLOSAOLE PANEL LOOM MR A GIVEN NEGATIVE A-1,0. OEM LOAD.
<br />. . I ) f (2) PROCEDURE TO DETERMINE MAXIMUM PANEL LEkvft
<br />(�) *U' HEADER I I 1 >33 TO 90 I� I'
<br />� I" MIN. To 5� Ar- i L_ _ 7 1/2" 7 1/2' ONIN A POSITIVE AM OEM LOAD. DEMIMINE MAXIMUM PANEL LOOM 'L+* FROM SCHEDULE
<br />- I I '� GWEN A NODATNE MAI UM PANEL U)wrH *L-w FROM SCHEDULE WAjhWNO WALL MOUNTING 4 DIRECT MOUNT
<br />I -2,000`- 1 7 Ile 7 1/2- FINAL MkX%M AU�W=AIO� VIL&IME015AL TVOMTHE MrIM OVERNIIIED PANEL LENGTH BUILD -Off MOUNTING
<br />(R SLEEVE 11" MAX, u__j 1 >145 TO I" I- - - - 7 1/2' BETWEEN "L+* Me 'L-". SECTION I W%10
<br />r, -0) ANGLE . III I - (3) SEE SCHEDULE BELOW MN. PANEL LENGTH POROSITY Quxmmm' . ScALE -s'
<br />-3'OOO`--5i;;--1 W�mt ewomm%,, V1 J TRACK QN PANEL HANGLts WALE 3/11al
<br />.137C - O� A. lrjj�.;7' - -1, t INSTALLATIONS INTO WOOD ARE IN= TO t 95 p.cf, MAX. A.S& DESIGN PRESSURE PAYING
<br />i i o'. 0 1/-4- WIM MINIMUM Em4m 0- n) ro TING
<br />�_ I . � e"'*A`�7 )NI (USE ONLY FOR E-Z HANG STORM PANEL L ' 11 10 a 11 ,,,, 10 too
<br />::j ;�' **" fKALD-OUT, u
<br />I - , 1XIIECT .1. .U. ls`xl�$ ANVIX mgovr f - DESIGN LOAN A WX. PANEL LENGINSf '� ...
<br />. IS
<br />*r TVAAw SPACER li;.%�" I._
<br />.
<br />. .
<br />I ____ I - - - I " ixukAl. �V'j% U . FLORIDA BUILDING CODE (Non High Vejocfff�ty Huu no Zone)
<br />F_ __ m. Aa2' g-4,-`�)CENS;%� -TS N IS,
<br />t r"=1T_1"____ 16- . �276� 1 .. , . ?X SYSTEM) 6063 JUM. ALLOY 06p .9 =.-
<br />=:I --t r, ' * s MOUNT HEADER HEADER M" I ..
<br />= ,-' No. 44167 " s FLORIDA BUILDING CODE (Mon High Velocity Hurricono Zone) C= - ... .
<br />1.01. -, I.$ .;�� TOP I I .w./m 'r - .I- FLORIDA BUILDING CODE (114on H1 . .. I
<br />I z . " *r. =7�0m� . ". 1. - . -9h Velocity HU cone FA ZonVV)I : . - usaiI VILVEM iiIa M
<br />L
<br />; 10. ;611 _w .'... W � :*r .= mme. w- - DIRECT MOUNT 4r 32 _' " - OR"" . W. *'
<br />'ON. . * F.P. 35* w SO' i 02M Ixym W.
<br />12r - % . " 24 CAM GALVANIZED STEEL STOW PANEL DIVAMN ft. I E 1. 44167 - - 24 GAGE GALVANIZED STEEL STORM FIANEL : � 44167 i 24 GAGE C40ANIZED STEEL STORM PANEL OMAN ft
<br />I ! j .05 - a' STATE OF .-'* zr I 1. '. 32* 42' 38' 1. = Ar � : - : I - _____
<br />. I (TYP.) 17 ' .=. t-&... ' /10/1010 1�5*XI.5' STUD ANGLE 35' S ; . * z 07/v/21120, ba FUR COMERNATIObi QE MO=, = ". * * I - CIY/V/Ma
<br />_'.Ow . m SECTORS - iip' Q _.. 'I' PRmCm LLC. 0 1. 1. iiy-'. ' N PRODUCISI, I.I.C. ED. - I= DISTANCE s ' /T1 LTE C 0 rlrm.� \ GLOBAL PROTECTION PRODUCTS, U.C. DAM
<br />"" `0 ? 11LIECO GLOBAL PROTECTION - DAM "r TRACK 5!r 42* 67* 60' TIE OF .1 ILIECO,Nc� GLOBAL PR07ECM - em (SEE SCHEDULE ON TOP & BOTTOM WOUNTINGS CAN BE - I% STATE 0 . 41100 &W. 51 SIRSET - -
<br />. - �. � -" -, ILI am S.N. at STEW '
<br />.204 r[LUT =194 ft now DAAL P. =14 ANGLE 1. 3r - COML VL =1. SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY 1, 4�'_- �'ZORIDI ..� - am"lze-1 C�01= D'Iff. R_ 3XII.
<br />20-175 I " ��. � . .� -� -.00 - (164)1101-7665� FAA- D110,A)MMI-SM
<br />Rm" I., 4100 &*. 51 �I 32' 38- G - �T.?.�- -ul 20-175 INSTALLATION. . I� 20-175
<br />L ' ' - p\ I , .- 'No, a I I�' �_ '�"
<br />.
<br />'- - . 1�1 � % 1�
<br />, " �� . �/�) -
<br />(04)ON-7546. m (W)ww-sm vlr� ... I - I ... ,; "Arm Cm)m"7s.k M. (w)s"_&:,sn, . . � - - Pero, --w, �
<br />8 BUILD=OUI "r `�_ /c, �11111'1'-'.'�' - MM-_ - mummu ft I - � i - P.i I GROSS ft �Ml: - I OROM N.
<br />'�Mml 6MMIN - "I
<br />(@ BUILD -OUT "F" _ JUM I@ & 4�� WASHERED MNGNUT __ - . I 091110 I W I -12" , '�.': 'R�m CA -MOM 1 I v oo . I I
<br />CA-001:67711 " RN A I ff - . OF 1. I . I t
<br />TRACK Af (ZAMAC 3 ALLOY) P'L sm/mwjmwvxt MTO A ps, , 1 2 91a, _ t '14�ftlliwm`�111044_mv_ "m A Im lot = 3 W III m2m';i! Sw 4 a is
<br />. . . .. __ -_ um &I VIV I aml A I_. �
<br />I I I I I
<br />INSTALLATION DEIAJLS FOR REGULAR PANEL INSTALLATION DETAILS FOR REGULAH eAMELM -1.111 INSTALLATION QMIU FOR REQULAR PANEL I INTO WQQJ2
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES �" -- _77 1� INTO WQ9D STRUCTURES ff - 11 - --I
<br />. I , mtel� V,
<br />4, \ 'V1 it ; ��' T[71/Ili- _1111 , SEPARATION I ,
<br />, , - I -(D IV_T_
<br />I L '_� .. TO MASS. - I
<br />1� � i - - I.. I -9-2D97-
<br />ALTERNATE CONCRETE �'_ WOW ANCHORS 1/1 1 I , r- 11 I, ALTERNATE LEG
<br />� _' - - I (SEE SCHEDULE I/4 r
<br />ANCHORS LOCATION - F SCHEDULE ON ->�:-� I, /4-.-2W- I /_TCCATION
<br />I / ��_ I _' T �/ - 7-1/
<br />/ :w I 1) - - I �'L�' I- $ ON SHEET 3) 4'xe mcmgm / ,
<br />_4CRS I-TSEE SCNEWLE ON " :�� - 1) WO .m SAW % - - ; ---VA- - -
<br />CONC ME ANC 1 SHEETS 9 THROUGH 10) EXISTING POISED CDNCREI% I - -- " / I A, - mc. I ... ... ===0�_ i SEAM �' " , I �" � /
<br />Ism WEDULE . EXISTING POURED CON ___ _'- - 11.1, �/ ,-- --� I __ 7 /// � / / -: U) _+__0
<br />"';
<br />OR CONCRETE BLOCK : OR CONCRETE - I I � -� I ,/ 0 ==111141 AIDE"= OF VOSTWO WOW 14
<br />SHEETS 2 THROLIGH 10) REOURIED. - � ' / i " i v L. // ��
<br />I
<br />"' REQUIRED, L �' �/" \ / I "; i --- I I - - BEAM M BE CERTIFIED BY I : / '@ " CD
<br />) \ �'d - I PAWL LENGTH REGISTERED ENGINEER OR � -
<br />EXISTING POURED TERNATE LEG CONCRETE ANCHORS WOOD - 'L -. WOOD ANCHORS - �_ 1, --ml (SEE SCHEDULE - -,-"-., / '><' I 11 � 11
<br />(SEE SCHEI \ / _(�) .Z�: 1 - I �w I I
<br />CONCRETE RED" REQUIRED \ i � . __ ON SHEET 1-1-FORI ANC ALTERNATE WOOD 404QRL I I � I
<br />'� ,
<br />LOX. �_' n
<br />L
<br />1/4- w OR � t� , I � L \ � m, � _""� 1/A`_"."`Im"w/A&"` (D
<br />� SHEETS 9 THROUGH I 'a 1 1/4" �" i . ; / HOPS . I MCI WASHIA
<br />__ F�il SHEET 1 1) � 5ox - - - 10 _r-mSC EDULE ON (SEE SO4EDU 71--w-11 -
<br />J I .. I SH I . � I r-+-, & 12 41r Ox.
<br />Mai I/4'_20.I* SA � V/ �w I . r.- I 1. ' I
<br />__j____I/.1.I1 - 1/2* Lt'm' It— � -S,rp=- MAX /4. .
<br />O'.1 .'-�::� I 4 wk*" wia I Y , �// a .I __(D OF *V I � / �r' /2' 1 (D -C-
<br />LOCATION �� I (SEE SCHEDULE ON A
<br />;I�-�/V//�/,,�r-�/-///-Z/"O//'I , r- @-,I Ile - :7, i � I
<br />I * I , - I . 1, f - I 1
<br />- CONCRETE ANCHORS 0 12 I/r " 11 . --I` WOOD HEADEIL � / r? 1 I
<br />I 1 27 '� ' I I I ED t ,- � '� �j -
<br />/ \ 'w ! REQUIRED )� ; �: I � - - I. ` MAX- , ------------- I
<br />! (SEE SCHEDULE ON I I .' X�\� " .,- I I I I WOW HEAD = 1/2 -4--i
<br />� sHem 9 THROUGH IO)i r I � I I - I 1 I � I (�.l -----------------I v w
<br />F 0. I " '/ \1 r -r_: REIGUIRED '* ;
<br />I E -F71 I � �m V� I
<br />�'1111,� .' ---I I IL I 4 - : I 1 , ___ , �:_' L / I 6 1/4- = � _#__#
<br />Is 8 i ( i I __Q6:1h.'_ I I I I � � i / ! �_ >< _ � ___I ; � �\ , +
<br />..; , ". i 1- , _1 '�'.Il _____i____j I (
<br />i E.6. ' . I PANEL L04M I i -i WOOD ANCHORS 1,4'A I
<br />i I i (SEE ! "� I L w I I CTSC
<br />' . I ; i _@ I' MAIL LONG ALUMINUM SPACERS 0 t2 1/2' 1 (Sw
<br />T � � ; , � I %EE 'i-law- -
<br />_29 - i I I SCHEDULE I I N\ O,C� (ME TAB ' ON SHEET 11.) I I I ��' / 'N / rRy" \h1t i
<br />. _-Q) . 0- i ' m I lft� i __0 I i � - I SEE NOTE - " FOR LIMITATIONS FOR /_"� I/ I
<br />w'-w.11 I -1 I $EFARMAON IL, MAX � ' '�' � f -I, I
<br />I 11 ran. � I t/r LONG SLEIVIO. VIAVIXTION I =:3 >
<br />� I Q') I SEPARAnON (D FaD I 10 I i %-It :2 I �
<br />11 . v I.M. i � I
<br />I 10 GLASS� I PANEL LENGTH I I PANEL ,ENGTH I I
<br />- _ _ �t I (SEE h."'? =LE I (SEE SCHEDULE \� U I 1 ' � � 0
<br />IL _ a m MEMO- I I SCHEDULE ON SHEETS , -1 W&ME I
<br />i - (SEE SCHEDULE I I \ 1 - PANEL MATE FEMALE ID OR PANEL MATE i � Aft SEPARATION TO GLASS. I
<br />I ON TO GLASS. I I I I t --- I -rill, Liu, - SCHEDULE ON SHEET 3y
<br />- � *' = 9 PLUS (SEE SCHEDULE OR SHEET 11) (SEE L_
<br />10 =-=-) v I (SEE &51 i I ON SHM 3) 1 11 ON SHEET 1) i '/4'.2ftI- ON SHEET 3) L--- __ -A-- ON SNErrr 3) -', � _49- 9=4=141
<br />SCHEDULE ON - __ R L I - _ __ _ '�',' j 1 � L"I J] .- ' MA"'
<br />__ ______ --�n �___O____ . __ =11= I t- �� _'_ - -
<br />- w MR � -C 4- __ T [�=I��z_ _ Zf i I ------- - .- /N
<br />-_ --- ------'! PANEL LENGTH -4, .!%Z,v r__ I , 1 A I 1 7� 3�' 0 PANEL LENGTH
<br />I -_ m I I v mw 1=��___ - V_ -_ (LOT Rlyt PANEL (SEE SCHEDULE
<br />1 (SEE 504EDULE I LWH mot I I w, ,- ---I I I CDL
<br />'________ i PANEL LENGTH : /�� /�r_ - - _=NS I � I ----I CiIf I �
<br />.---- I (SEE SCHEDULE � I ... = t I SE,. i I - WOW � PANEL LENGTH uww 06% Ir-'r) ON SHEET 3)
<br />1 ON SHEET 3) '.�',, . I 1 2*.4 (SEE SCHEDULE
<br />SEPARATION ON SHEET 3) - --------I I I ��+ --- - -------- i ' . TO GLASS r PLATE REQUIRED ;�t 1 I -- - --------- a
<br />01 TO MN Zvi. 11 ! I t SEE SCHEDULE I ON SHEET 3) =M i CL
<br />I I i _'� - i I-
<br />- - ; I � MN I � am SHEET 3) ! -�D DIRECT MOUNI7 W/ SPACER a ___q L I I I
<br />SEE SCHEDULE I, -�D I I � � . - - �) f
<br />�
<br />( GO I i I I i _ � I � I C/)
<br />iI I I L_ * . I ; i I �
<br />I ON SHEET 3) i OF le � j t ! 1 &H.WIVE 2W' t _(D r___' I I <
<br />OF v - 1 --q) I 7 r-----,A--- -4- _ I I . I i I .
<br />I MAX I t SCALE 3/8-1- 1 1 _(�) OF 'V �
<br />11 � I i I � 0 1 - _(D 1 1 _4�� i I 11 50% 1 3
<br />I (�)-'. -, --u I I I i ) 50% � I I 'A. I I 1� - � /I 0 12 1/2" D.C. 1 SEE MT2�1�fl ON SHEET I I FOR MA)C PANEL LD61K & I OF 'L' I vm� �
<br />, 1 �' -11 . I
<br />, v i I I MAX I i
<br />� V i OF 'C I 0 --,, , , * I DESIGN LOADS FOR THIS INSTALLATION. I I - __@ I ' � LLL I '
<br />L_____j __ I I F "V � ED �� � 11 , I 0
<br />,
<br />0 12 11r ac. i i ------.-- = i I I MAX. i , L. ) 0 32 /2' Ox. � i _�'
<br />; 4
<br />1 � � ---
<br />I I MAX, � - - - , X, I 1� -
<br />I I I- 1 3 r - @ � .. (i> : I ul 1/2* =
<br />I � t i -1, (D
<br />I I � I � I I E �7N ".1 I 'y 1, I 1 11/4'1�1'
<br />1 I I __ I zzz:::: I 17 " I 0 12 1/2- O.C. ' � L 11 It , � NO FINISNII ! i --_-'�)" III - .
<br />,_ ,' " .'
<br />- '_1 ,- il � ! I it -' -,-- L �' �
<br />1T____ I E� ' - ALLOWED I _____L_______j - I -,- I -0
<br />CONCRETE ANCHORS i I I I � , I J Air. : MY.""" C:
<br />-I- - - � ' � � ' I - f
<br />,
<br />i � �' _4I
<br />0 im�_ I .%_:!1+1'?v CONCRETE ANCHORS , � I I � 1 I i 1� 1' WOOD ANCHORS * * NOTE- �'
<br />(SEE SCHEDULE Oq (SEE SCHEDULE ON I __L 1� \ . C-i
<br />' I CONDITION) R L-0 SHEETS 9 THROUGH 10) 2 1/11- LONG MAX ALUMINUM - ' I 1 I- . - � � - i� I � . , 0
<br />- �� ` - ___L__1 "DIED W/ STUD I ; ! I , "
<br />-7 EL fir - -_ (SEE SCHEDULE ON I
<br />20 -1 011\70\7\1 jt�E Of WALL 0 SLAB - lA 7 I SKIM 9A Me SIT I Ilr LOW F� �' ' '
<br />/_ , SPACERS 9 6 1/4' D.C. VAUD FOR '�_ I I . , k i__ �` � � - �' ' - 2'.4* WOOD I
<br />RG POURED CONCRETE �__ i ALL DESIGN LOADS AND PANEL L_ � I i p_�-T,1 i ,I if Ish" �_ PLAX_ � _p'_J' 'I � " i! ' "
<br />CON BLOCK EXISTING POURED CONCRETK_j � IN 11) (1) INSVILLAWN 13 LOVED 70 A ONE STOW muwm "I" 1w_O* I - - -9c'K* R-EQURED - \� ANG"C"S
<br />wX W-W ow g::&r _r
<br />MAX, LOW ALUMINUM SPACE" 9 ! Y INS A Y&SMOYM FROM AW WOOD ANCHORS 11� ' SEE SCHEDULE ON
<br />�, I I! j, -,� '-�,4) *AM. 1 ! I 41 > BUILDING HEIDRI 0"wo am mw 11), 4* __ I CL
<br />_ I , LENGTHS PER SHEE7 3, 1 ,- � ' ' ' I -
<br />.7= i I I RED. OR CONCRETE BLOCK I 1. 2-III' I=t,,a '� I I , ,_
<br />� 1 I i I (SEE KtEXU q&-rr � _' 1\1 ' ' I �_ SHEET I 1)
<br />- =� (SEE TABLE 01 WOOD =RRS " I�mk WwmTwN To am oucam SHEET 11) __ i i \ !J
<br />DU , -H-- � i We ,,�41--Icj� V + _.Ja4� WOOD
<br />\
<br />.� , _' q REQUIRED. _0� PLATE Cz
<br />�
<br />�
<br />�� `I2 1/2 ON v) i ...... I '_ (SEE SCHEDULE ON .IT.3 %3jA40.MWU4 REQUIRED m :=RV ,,, I 1
<br />&M . .r ,
<br />,
<br />I � - .4 -, ..:.. OR �' 11 1 7
<br />, ,
<br />� f k
<br />,G) _.. SHEETS 9 & 10.) _��"' 1 I 1 I I - I i � Mo a A Rumoct" Fmcm I I ..'
<br />1�1 - f � , I I ' SHEET I I) OOMPIM *ft v i�VA EMPA. __1. _____ I I 0 ci)
<br />CEILING AJ&§MMOUNTING BUILD-iff �!INIING WALL MOUNTING /DIREQ 9 OR '�� i I \ f (1) wmw Am ves" PRESSURE SHEET 0I Win- '�� Cn
<br />I I Nam IS +ft -0 P4.f. (3) MAIL 24 GAGE PANEL LENGTH IS I.&VIED M W X! ANY OPENING
<br />SECTION A , - Ld i I ,1 Me a A mmmw,w MAI Imam PASS. LOS" A"m OR
<br />.4M WaEAM n � � L_t� JH CO mAmm SMRU Pum mm IS sumaxer. SHEET 11).
<br />SCALE 3/8-1. SCAJ r 3/8-1. SCALE 3/8-1- v w WALL MOUNTING 6 DIRE,GI MOUNT vr AS mmo as CEILING AND ago wouNTING BUILD -OUT MOUINTING " CIO
<br />.
<br />WALL MOUNTING ALTERNATIVE 2W (4) 1 Wr LONG swo 7, Ir 942= VIA, ALTERHUME W ALERNATIVE 4W
<br />im =%Lx ." "& -"U_ SCALE 3/8-1- SHEET I IMPALLATION ITS ONLY SCALE 3/8-l' 3/5-1' " no
<br />MHRNAM I W WLJD FOR WING ZONES 1. 2 AM 3 AS WIMMM MY MIN Ijmlyp SCALE
<br />SCALE 3/8-1- 14) INSIALLAIM WIUD ONLY FC14 WING C-19W SIANDAN AM THE 2M (ft VITIONJ OF THE PLORIVA Aft,
<br />SULONS OWL 0! K k
<br />MIU 2 A, 3 PER "IV E .. �147
<br />IS, �/ ..4 ^'
<br />.p ** " .
<br />t"10HO"'Ry, 000"UH04% L .?
<br />0 , , - . . I P..' orlft'�;% w
<br />, A. T1Q)'N I
<br />0000� - � / AN, --------- A
<br />4'��' �L�V'li ' :' -1. =3
<br />...' ' '
<br />-ii�.- . 17-1';AFN .. NOTE EQ8 mmism9m Of mat I * : . - 2E
<br />/'�t-'-; .. NOTIM, .. 1 NO. 44167 1 FLORIDA BUILDING CODE (Man High Valacity Hu cone ZOnry)i
<br />, FLORIDA BUILDING CODE (Man High Velocity Hur cone Zone) �k FLORIDA BUILDING CODE (Man High Velocity cone Zone) .
<br />sle z 1. INSTALLA17ON ARE ONLY VAUD FOR MAX. A.S.D_ '. w .2m Itym m F.P.
<br />I - - 021110 InIsta. W_ ry. 1 . INSTALLATION ARE ONLY VALID FOR MO, A.S�0. 9 . .2m I'VIDA w- F.P INGS .. * f
<br />i f a.44167 1. e 74 UGE GALVANIZED STEEL STORM PANEL RaTE MR COMBImATICII QF SECTIONS FVO. 44157 -- -Z 24 GAM MvANIZED STEEL STORM PANEL TOP & BOTTOM MOUNT DESIGN PREMLM Rkr,tNG P,sl AND PANEL- LENGTHS " s 24 GAGE SALVANM STEEL STORM PAREL <
<br />I - DAMON ft , NEL LENGTHS Is * - - x DRM W. COMBINED IN ANY WAY TO SUIT AW SCN M O S,46 ck� DAMON my,
<br />* . * R DESIGN PRESSURE RATING (p.s f) AND PrU` * -1 z:
<br />= Ir. * - *E INSTALLATION, 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD 1�0 - I -
<br />= . . TOP & BOTTOM MGUNnNGS CAN BE - , -, -, -_ _ - _1 - I— I I 1 . -1
<br />NOTE EM COMBINAnON OF 07/n/2010 � ' - GLOBAII. PROTECTION PMUM I=. ".Gi'..'
<br />E.M -( EDGE DISTANCE I I$% '�TATE O., �- �'IILIEC 0 rimc. GLOBAL PROTECT" PRODUCTS, I.I.C. SOL. COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W) Eu CLO13AL PROTECTION PRODUCM I.I.C. " "am"' - MEMBERS TO BE SOUTHERN PINE No . W/ SPECIFIC ... I IILIECO,mc.
<br />- , INSTALLATION. to !I 0 45W SW. 5 SOM DENSITY OF OM OR EQUAL. .wj'.I mm
<br />SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE __ - _ a? 911w . " fit m 7�% 3331 z
<br />1-1 - GIVE P- 3=4 ..' - ___IA__XN, GAVE FL M. _'1411 --"- "N"ANY .
<br />fl- - A A ,GHVMVy_4M 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD . - - C. , it., . - 'Itits- =-- T 1 -7b.',
<br />SHEETS 9 & 10) COMBINED IN ANY WAY TO SUTT ANY ' 0-w �. �.m PN0w_ CA64)VIN-73ft PA* 20-175 ........ :�' '!� 20-175 a � lt,. =_%" now- m.)m no, (M)M-4m
<br />INSTALLATION. . I rJAI . . . . . . I I%AA 'a - , 000:M %�, =-!. MAX, GA!R)W'W. ML (064W"M - - OMMAU ft
<br />- I OVAM N. MEMBERS TO BE SOUTHERN PINE No Z W/ SPECIFIC NJAIAI - -! , - 1 Inevom ft - ImArw4wv'WE -0006719 n.! jT'm MAP,. - ! - , <
<br />T"Ifelfw4w is DENSITY OF O�55 OR EQUAL. Q4_GXVQyjA Ok .
<br />I 440OUT/Ow wo & 4i$mtwow_wwbm x n ! WILIER &,D�,T 41, P14L . sw 7 a 10
<br />__rAm &ffA I :_f-:__:_j'. I V=XU,Uitgp�E . f wavy 6 or is 89908 . � _j
<br />I 1 4-46,71- t!k' 1i___ I "A" i � I I I � __ F159, ! i I I I 1z , a-
<br />'
<br />%SHEET NO.
<br />__ . ____ - ___m __ S H 1, 3
<br />
|