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- - ___ - - - __ - ----.--- .- wwAxwAzwaA-_.iim�- ��k�sx�'_-�'� �"� . . � : �' - I I `
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<br />=
<br />W -00 (1) -ii.-,
<br />-0 > C- =3 .
<br />(1) 0 -+-
<br />L_ L_ _0
<br />I a) CL = 0
<br />INSTALLABON DETAILS FOR SERIES 20-Q & 1000 E-Z HANQ STO a) C_ 0 "
<br />INTO EXISTING WOOD 5TRUCIURES ,RM PANEL 10 GEN= N= (C) I I - --..- - - __ L = CU -0 0- .
<br />: -0--O (1) Q)
<br />- - 7. STORM PARO. SHOWN ON THIS PRCC= EVALUATION DOCUMENT (P,M) K45 BEEN VICRIFTED FOR COMPLIANCE IN ACCORDANCE Ile# TAKON ANCHORS, AS MANUFACTURED BY I.T.W. BUILOEX, INC 0) (n w
<br />� , I - CC THIS L) -4.-
<br />MMINUM A.S.D. DEMON PKNURE RATING (It.s.f.) AND I . - ,/4"0 LAG SCRIM 0 �' ," - . I 11 WIT14 THE 2020 (7th EDITION) Or 114L FLORIDA BUILDING m STORM PANEL SKILL NOT BE INSTALLED AT HIGH - #14-10 PANELMATE FOAAU ID AND PANELMATE PLUS ANCHOR% AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS,
<br />� L' I I " __( 1w C =3 M -
<br />- I i I ,� �' = Vw _ J�
<br />. '/
<br />CORRESPONDING MAXIMUM PMEL LENGTH -L!' SCREDU " t .1 I 1 -w./1"Stu WTIMW M " �14 VELOCITY MARICANE ZONES (MIAMR-DADE / RROWARD COUNTIES), 4'4 LAC SCREWS PER N.0,S a) -0 0 CD U)
<br />. - 1/*10, LAG SCAm 0 a, ot- w "_ com, '�o 144��O V ok W'/ DESIGN *No LOADS SHALL BE bETERRONED AS PER SECTION 1609 OF THE ABOVE MENTIONED COOL FOR A MASI - 7/16*0 . .51W WOW RUSHING. AS DISMIBUIED BY ALL POINT SCREW� SOLT & SPECIALTY CO,
<br />"L , i T FLAT AtwFu r C WiNu
<br />VmwNQ MAMUN ANGM - - 1 112' W, THIRIAM PENETRATION - 11 i � �' i . I .8 ON EDGE PENETRATION SPEED AS REQUIRED BY THE WRWICTION WHERE STOW PANEL IMU BE INSTALLED. AND FOR A DIREIMONALftY FACTOR
<br />MAIUMUM ALLD, DESIGN PRESSURE NMQ im.f.1 AND CORBL - 0
<br />FOR SERIES 10004200 E-Z HANG STORM PANEL (D SYSTE , WOW HDOOR. " \ j, �L , --.@ co�. fl.,,r S.M.5. 1 to CIMINO WOW HEADM KO�0.85, USING ASCE 7-16 AND SHALL NO EXCEED THE M4XIMOM �A,S.D.) DESIGN PRESSURE RATINGS INDICAM ON SHEETS C 1) MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL BE 1 1/2' AND Z' TOR ELCC PANEIAWE PLUS 0 0 -0 -0
<br />__ SMING SCHEDULE FOR INSTALLATIONS INTO CONCRETE & CONCRETE BL= STRU A I � � i j - I- _0 "� � 1 3. 9 TIM 12 At 17, ler AM PAWIAALE FEMALE RI = = (D
<br />iYALLD ONLI � \ �" � � Oc..t. " 1 6 C*,,L L_ -
<br />- 11 � IN" IN ORDER TO VERLAY THE ASOYE t1,11401TION, ULTIMATE DESIGN WIND LOADS DETERMINED PER AS. 7-16 SHALL BE FIRST
<br />" 114.1* SALS-F I Y � � �_ I .I'-,- , TION OF LAC SCREW, INTO THE WOOD FRAME UNIT SKILL BE 1 1/2- NO THREADED 0
<br />,, ,' i / 0. a 0 , . � d V REDUCED, TO A.S4, DESIGN PRESSURE RATING BY MULTIPL)ING T40 BY 0.6 IN ORDER TO COMPARE THESE W/ NAX� (A,S D�) C2) MINIMUM T14READW PENEM 0 o- = 3:
<br />MAXIMUM AS.O. I, n / i4 q '44 =
<br />SEPARATION Jr."I IMUM MAXIMUM ANC801al SPACING FOR E� 0, - 1 1/2' � APPLICABLE 70 , r, \ '/4'=4. MISS I �- LA: 0 §* D.C. W/ I ,I ') �' ,' #101, Em.1L DESIGN PRESSURE PAANOS INDICATED QN,SWEIS 3, 9 TNRU Q & 17� 18 PENETRATION INTO STUCCO $HAU RE CONSIDERED AS PART OF THE REIOUIRED I'SREADECI PENETRATION
<br />, ANNINUM I I I � f '� G'n= PONMRATION a Ek END or W HIS P10. AS It= KSRE NOT OVER STRESSED. A = INCREASE IN ALLOV"LE 0 LL -
<br />-NC - m, .= TO BLASS PRESSURE IAPCONS CNX-qm PARELMATE VEIIALE 10 . PANEUAqE PLUS Sm'"m # & MAQWUIA PANEL I = DIVAIL 1/2. & , , T , 13e TO EXISUNG WOOD ME - - , " k ?� A �' -TENP c.3) MINIMUM ME DISTANCE OF LAC SCPICINS, INTO WOOD SHALL BE AS 114MCATED IN PIS DRAWING =
<br />- RATING - ANY Cow"PON LENGTH v (I.) / "', . CT IA BELOW) '. . WWG KIT q'kdmTH f '� �' �T - STRESS FOR WIND LOADS WAS - - USED IN T14OR ANALYSIS, FAS .RS SPACING TO WOOD HAS BEEN DETERMINED IN Co 0 -4.- 4- M
<br />TO CONCRETE TO CONCRETE __ ACCORDANCE WITH N.U.S. 201s:
<br />.WO� -7ZZ 70' OR LESS 2 9,111s' BOLTED . '. �L�ml.) To CONCRETE Inco, TO CONCRETE - - .. I - I - , � ". "I ISM OELVL 1124 A
<br />1 11-22*1. 'T 2 i _m"OWIE -[TO .2 ITO - _____m 1 STORM PANEL'S ADMAICY FOR IMPACt AND WIND RESISTANCE HAS; BEEN VEIDTIED IN ACCORDANCE WITH SECTION 11509.1.2 OF CA) MINIMUM PENETRATION OF WOOD UUSNINO SKILL BE 5/15* T/4' 0-20 SCREWS USED SHALL BE , I/2- Low MINIMUM ku 0 >
<br />I I __ "' I - SHOULD STUCCO EXIST, AND I' MINIMUM FOR WALLS WITH NO STUCCO, 1) -0 E_= (1) 0
<br />12* MW O"EMI 0 v"', S-us. THE MOVE,MENPONED CC E AS PER AMERICAN TEST IAB OF SOUTH FLORIDA REPORTS f0814�01-01 AND #0219O2-09, AS
<br />-165.0. -713 I MIA 12, N/'k 12, 1 N/A 12, N/A V III 2' (TOP) IN . 1 ITY0.) 6) / \ I li 1 4 5 PICIR MID 2-N III ASN E 330-02 STANDARD$, AND AMERICAN `TESTING LAS SOUTH FLORIDA REPORT 11123.DI-ID AS PER CS) IN CASE, THAT MCA= STONE� OR PRECAST CONCRETE PANCLE� VUQCO OR WOW BOMBS BE FOUND ON IHE� fAVING - L
<br />- it' ,.* 10, '. '. 1 A- 1. 4� - - - � Q-t i TAS-201 AND TAS-205 PROTOCOLS, AND AS PER CALCCLAPONS PERFORMED III ACCORDANCE W/ SECTION 104 OF THE WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCtURC BEHIND SUCH PANELS (n (D &_
<br />- =&,g�- ��FMTN) .1 FLORIDA BUILOI CODE
<br />,M/-- I k a - 8 � (SrE WTAIL 1/24 * ANCHORAGE SHALL BE AS MENTIONED IN C 1), C 2) III t.4) c-
<br />,�S,S- M,S - WI.ONUT AT CNEREAP & IOX OF PANEL LENGTH - __ - " aw - - No .- U)
<br />(WITITIM) - - '.' EXTRUSIONS 10 BE OW-75 ALLOY AND TEMPER (UNLESS OTHERWISE NOTED). SEE SHEET 2 M a
<br />PAWL 12' 3' 12* 51 '. ! B_ $I a' S __ - . i- "GTE IA ScLow) 'I I '_ 2 ALL ALUMINUM C- M ZO a -
<br />ERIES 1000 - CHOPS SPALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF TNf ANCHOR'S MANUFACWREN. _41'
<br />1 VO-201,41 I
<br />N/A N/A I N/A NIA N/A N/A 1 12 1/2' 4`.-2W/4' � � - l I HEADER ___"1' � 6 PANELS MAY AM B INSTALLED HORIZONTALLY FOLLOWING NSTALLATION DETAILS SHOWN ON SECTION I THROUGH 6 (SHEETS 4 �-- -0 - U) <
<br />448.13, -75�3 , 1 it' 2' (BUTTON) 1 7 9/18' wh - I - _u 3. An ALUMINUM $WET METAL USED AT CLOSURES SHALL HAVE 3to'-HI't AUDYL (D) AN =
<br />1� 7b, OR LESS - SEPAPAMN y . III 1.141111MIJ i .
<br />, -
<br />7' 6 1/2 - _L�w_"_ - �.ft 2q To CLASS, I . *F'z� 2, a � -
<br />. 141.= / 4 THROUGH 5) EXCEPT THAT HEADERSO A,* SIOLL NOT BE LSM�
<br />I 10 CLAS& 0 I A, a W OTT " -
<br />3, (TOP) 2. _' 4. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCPIRAL QUALITY STEEL ASIM A -OW GRAM, 80 MINIMUM� 0-450 CALVAIR&C
<br />N/A N/A 4 1/2- N/A 1 4 I /2- N/A AUT . I rARY I I 2 1/8* mul 7 STEEL DESIGNATION W/FY- 12 2 m (AFTER ROLLED), 9. H' SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS Or THE STROCTURE WHERE SHUTTER IS TO BE
<br />1 72' NIA ILr N/A 9 1 - __T -9-1 /2* 1 N/A 3 . (BOTT __ i "O"' __ �
<br />/2" NIA ou '� EVERY OVERIA? v - - 1111.0.1 - I
<br />) I I --4,--.- - . V4,2041/4' - To CJAS3� I 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 318 JUSI SERIES OR CORROSION RESISTANT COAXED CARBON SIM As PET? DN BTUTACNED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATIACWD TO CONCRETE. BLOCK OR WOOD FRAME
<br />! _ - ___ "', I A, vf!l! yj y4'._20,I211., III 5=6 W1 56 �i Yiab SMENGTHI AND 00 kv TENSL- STRENGTH AND SHALL, COMKY W1 FLORIDA BUILDING CODE SECT" U MGS
<br />N/A IZ1 __t/A Ir N/A -1 12" 1 N/A A- (TOP) I .@ I - -I --- ii--1 - - 9 I - 0jn,W, - 241 QJA. T , am
<br />_ _ I - _12SA ,"VT= - A i 10 EACH REGULAR STORM PANEL WITH LENGTHS OVER W AS PER SECTIONS 1, 2, 4. 5, 6 AND ALTERNAIN, IW, 3W Ik 4W
<br />� I �'_ 1. 12, 9 1/2' 12 11' 1 12- 1 W 1 4' (BOTTOM) TO GLASS, EM-. CORY a S44MS 4, 5, 6 & 7 RESPIECIT,TLY: SKILL HAVE A LE010LE AND READILY VISIBLE 6LARKIND INSITUCTINO OWWR OR TIDW TO
<br />I - 0"EKLAP
<br />I i 4 -------- CCLIFIC PANELS WITH APPJCASLE RIONFOKCIAENT DURING PERIODS OF HURRICANE WARNING
<br />THE
<br />* UNITED TO 66.0 p..J. &S.D. DESIGN PRESSURE RATWO _J_ - ; p T ANCHORS TO WALL SHALL BE AS FOUDINS, 1I.S INSTALLATION CONTRACTOR IS TO SFALICA" ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH
<br />- � §nmq_PDJ8w_QQ%'a= BUILDING TO PREVENT WM/RMN INTR
<br />. I - - ' V l 0 i - ,14-0 TAPMN ANCHORS AS MANUFACTURED BY hT,W BVILOEX� INC, [Mip� CJ492 P.A,) 12. SICILIA PANEL
<br />- . I I F_'�� - __7 A, P j �" a 6 5 p -1 I THE t
<br />J - ___u I i �1 I i i i 4 I I 0 BOLTS TO BE ASW A-407 GALVANIZED STEEL OR AMT 304 SERIES STAINLESS $TEU_ WITH 36 W MINIMUM YIELD STRENGTH.
<br />AVINDIF SI,W n FOR ANCHOW rfPE III SPACING FOR INSTALLATIONS 006 *000 + KOAM MAI, omm" w-mm wrrom OF PANEL T ' -, - "-,---- I I . (A) 7:14STA"TION S'ALL COMPLY " SPECS INDICATED IN NIS DRAWING PLUS ANY BUILDING AND IONILKO REGULATIONS
<br />FRAME BLkDNO, AND 0 TO Ot, 1/2' I/2' -1 - 1/0 0 . 7je CAILX-IAI ANCHOR$� AS MANUFAGIURED� By OVAL40 INC- -E JUIRWKMON WHERE PERMIT IS APPUED Ta.
<br />MMUM ANCHOR SPAONGS AND WINNUM EDGE DISTANCE ARE M"TED ON THIS Max I - 1:1 I I - - I ;1 1 � gg A, �'
<br />SCHEDULE MR F-c. UMS THAN MICATED ON SCREDLAUE REDUCE ANCHOR SPACM 1 41 LIS, ( a_t , 1j I - ,i./,4'&T'v 5/4' SOLID -SET ANCHORS, AS DISTRIBUTED By ALI, POINT SCREW, BW & SPECIALTY CO 1.3 (o) PIS PRODUCT CVALIJAMN DOCUMENT (P.E,D) PREPARED BY IRS ENGINEER IS GENERIC AND DOES WIT PROVIDE INFORMATION
<br />_
<br />BY WKTIPLYING SPACING SHOWN ON 904MULE Bf PIE FOLLOWING FACTORS FUR v -1 .-� I a - I, k ge, I I I 'I � o_VaG P.3,I)
<br />i � ,-, � I I . � - T FOR A SIM SPECIFIC PRWECT. j WHERE THE SITE CONDITIONS MIATE FROM THE P�ED
<br />BE POSSIBLE- r FACTOR $HALI - OIA-10 PANELMATE FEMALE 10 & PANELVA.E PLUS ANCNORS� AS MANUFACTURED BY FLCO CDNSrRW"CN PRODUCTS.
<br />NOT BE LESS TRAIN MINIMUM SPAC04 MACATE0 FOR EACH ANCHOR IYPE AT - - __ ��L__ -1 _j ___L___ - .� 0 12* 0 _.� J I I �' - 1/4 0 ZAMAC "LIN ANCHORS, AS MANUFACTURED BY MALT. JNC� (b) CONMIACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION 04CLIJOIN LIFE SAFM OF THIS PRODUCT
<br />_ANCHORS LOGEN10- , i . i L, 5 L
<br />�j/4'e 1 4 "" I 11 ++ REoum No., owtvicE SETWEEr, Scram OF PANEL 2 � I I 1 '# 2� LE In (r.v mz,) \1 1 � - - - - Al) MINIMUM EMBEDMENT OF IAPCON ANCHORS INTO POURED COKRETC SKILL BE 1 4/4% 2' rOR ELCO PARELNIATE AND BASED ON THIS P_E.D� PROMDED W/SHE DOES Hal DEVIATE FROM THE CONDITIONS DETAILED GON T44M DXUMFNT�
<br />ANCHOR Irm: - _--Y4:!__L_!e�__ 8 - I 11 I L��PAA 'UT:1 W-) ,eWl I F - �' I - - I 3/4- FOR ZAMAC NAJUN AN0+00S. CONSTRUCTION SAFETY AT SITE IS THE CONPRACTOR'S RESPONSIBILITY,
<br />PON - AM @ to m 3/tv , IL -1 g4'.-2Q,3/K' M.5�
<br />C11!L_)I,_.!l _ ,
<br />/ 7��
<br />1 -1 " I Ile' WIND W THIS PRODUCT rVALUATIM DOCUMENT WILL BE CONSIDERED WALID IF MODIFIED
<br />if 0 - . i - MI : mo TA ounw) PCNIETILATIOND 12 112* O.0 -- - ' " �_ A2) CKA-N & SOUD-SET ANCHORS SHALL RE EMBEDDED 7/8- INTO THE POURED CONCRM NO EMBEDMENT NIB
<br />'
<br />NO, ANCHOR !iFND 3 F 3 3 1 3 '/2 1 11 -0 UK; sa"S a o- or- p I 'E�-- I z I i '� �250 '_
<br />3 1 3 1 3 i � 1 '/4 . , , �/ L �.�' 1, N"�__. 1.
<br />i . �i mom"" V-1.1 ., � N ; gg:- F SIUCCO SHALL BE PERAAMW Ile 6-20 SCREWS USED SHALL BE I 1/2' LOW MINIMUM SHOULD STUCCO EXIST; -T WH ME
<br />CI 'U. L-WUr"Do - _�" S, Plukeirkew = '
<br />- ___� Onn I , 'I r BELOW) (d) SIM SPECIFIC PROJTCTS SKILL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARrHITEL . ICH WILL 9FC0 THE
<br />- -.0f,'Ka, - NAW - -LI- V
<br />" PAII - . . - PIATE AT SONCS =05 PIAT OR ON COCE _. - - , mum um 'A BELOW) I � - I AN I* MINIMUM FOR WALLS WITH NO STUCCO, AND TAW BE WADED SCRM OR ALL THREADED SCREWS W/O HEAD. ENGINEER OF RECORD (E O.Rl FOR THE PROJECT AMC) WHO WILI. BE RESPONSIBLE FOR THE
<br />I I l`#-gw'/.. --. W/ va'.4m. 7 WITH 0"r NUT$ ,
<br />, jo__ m-A W, � 1 4 1 -11, = tNIPT"w/. G � - - I NOT 12" CC, Duo PROPER USE OF THE PE,D. ENGINEER OF ArIECOAID� ACPNO AS A DELEGATED ENMN" TO THE
<br />?)116.4 --- �' \ I L
<br />PAM 1'0"w' AL MOUNTI ::: ... fl�tD ENGINEER, SHNI. SUBMIT 70 TAS LATTER THE SITE SPECIFIC DRAWINGS FOR REftV.
<br />PK owNma 5z"Im �" �'140LNISCRENSO' I, W/ � , ,� i :i 14*0 LAC SOMBAS 4 V Q0. Al PIZ) IN CASE PAT PRECAST STOW, PRECAST CONCRETE PANID.S, PAVERS. STUCCO OR WOW BOMBS BE FOUND ON THE
<br />- * Mi. VNIMADED w.. - C'
<br />I 'Ir m I � :611WIR-11DIARM u I .'. , , , I 1� '4 k_�'!I. -11 � '.= 0"r'Pz-LAWm PEN- EXISTING WALL OR FLOOR, ANCHORS SHALI, BE LONG DOM04 TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS (A) THIS REB. SHALL BEAR THE DATE AND ORIGINAL SIAL AND SIGNATURE Of THE MFESSIORk
<br />. ' RECIUM
<br />: I - , LITE ENGINEER OF RECORD THAT PREPARED IT
<br />- JT 1 -4 - FLAT OR ON CODE L' , - ... 2',-' .Ow W"AMTOR O. Em WCHCRW_ SHALL BE AS MENTIONED IN A, I) AND IN A.2).
<br />.", - SCALZ I/4'_I' �' , � PLlTE RE41ARED FLAT 14. SHUTTER MANUFACTUIRER'S LABEL SHALL BE LCCA70 ON A READILY VISIBLE LOCATION AT STORM
<br />3 1'�I: - )bo f - I 'I � - (a) m'_mww_Am&BJff__awuGIL�LAmL.G_-%I PANEL SHUTTER WITH SECTION 1709,92 OF FLORIDA BUILDING CODE� ONE LABEL
<br />I ::::::LL_ -T.-H I'*' f .10 AMRNME " 7 I � �. RUM gy�j my ING - 1/4- 0 TAPOON ANC"QRS AS MANjfACTUBED By 1. I WL BUILD". INC;. SHALL BE $'V,CCIDNFAOR=EftWD,M�YCEOPE�NfW� LABELING TO COMPLY "IN SECIION 1709.9,Z OF THE
<br />, -
<br />SCALE 1/4�_I �, � , - 114� 0 x 7/8' CALH-N ANCHORS, AS MANUFAMREO By OFWAU, INC, FLORIDA BUILDING Com
<br />"
<br />1=1 :' I I FIQOR IQ CEILJgG )AOUH= _ 1/4-0 X 314- SOLIO-SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW, 800 & SPKw1y GO
<br />""titJOHN)f ... I 1. INSTALLATIONS MI& MY YALID FOR �UWNGS " A�&D. DMON LOADS 1� '_ __ INSTALLATION SCALE 1/4-�I' Lrol f - #14-10 VANELMATE FEMALE 0 AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRO , �yps*'Hlqu
<br />0'0�%";� A, lip TO +B&01 -7513 Ott AND PARS. 5 UCNNGIN LIP TO 51- loo ef- � 'L "U10"HINIH, JERH&M ... - 1/4' 0 ZAMAC WJN ANCHORS, AS MANUFACTURED BY MANALT. INC tik A.
<br />�
<br />, � _TILI 11 I ' -4/.2 XV .
<br />iy` ��No'�' z FOR NEW WOOD FRAME CONSTRUCTION WOOD Anvelm Of � ,P- NV- � "-!%,, SCALE 1/4--l' 9,I) MINIMUM EMBEDMENT OF TAFICON ANCHOM 5LCD PANELMATES AND 2AMAC MUN ANCHOR. INTO THE
<br />- " PINE No. 7- W1 SPECIFIC DENSITY OF D.S5 OR MX_ M BE SOUTNSNN 1 11;14 - .11 - '�� 11
<br />��',EN L- ' .. -4. .. � 11%. i FLORfOA BUILDING CODE �kw High Velocity 144ur Cons Zan
<br />.
<br />. .
<br />t , � , , ; . -
<br />. , �o 77 ` -
<br />� , , 1__ - z \�M'qj* . I 19 4' OLDICK UN;T SHALL OF 1 1/4", . - Amo mIuLo, m fl.
<br />. 1:9 FLORIDA BUILDING CODE (Wgh Velocl!1 Hu loan* Zone) '. - . �' "L FLORIDA BUILDING CODE (HIg Hy HIM cone zonalli - : %,44 67 '. 1 4 GAGE GALVANIZED STEEL STORM PANEL
<br />q41b1 z - ", . . No� 4 I) I � S . = DI, -I wr
<br />P",_'9*0� , _0 � Tilm W_ to - CID. I.Yfoll w- _ h Velocity Hu 9-2) CALK -IN At SOLIO-SET ANCHORS SHALL BE EMBEDDED ';/S* INTO THE CONCRETE aLOCR UNIT. NO 2
<br />... -
<br />i . .*= 1 20 GAGE GALVANIZED STEEL STORM PANEL * = 20 GAGE GALVANIZED STEEL STORM PANEL ". STUCCO SKILL BE PERMITTED. 1/4' 0�-21) SCREWS USED SKILL BE 1 1/2- LOW MINIMUM SHOULD I EXISI. * C_ __1-i__`, I
<br />z *: I � I DWR Aw. SEE SPM$XAm I TOP AS I -
<br />z 'k 4---,, - - - I% STATE _' -, __
<br />�_ -- WELL AS ANNIM. KS JI _. -I DISED ft - -
<br />I L? AMR.,A * DANIN BY, AND I' MINIMUM FOR WALLS WITH NO STUCCO. h -_
<br />I �d% sl I:TE OF-C_-J-e-'v_--t-�_!nt' low OR 2000 .+_ _3F � �!k -0% STA ( - - . . . IhAM�
<br />1�'�P' _ - GLOBAL PROTECTION PRODUCTS, I.I.C. "ADVINo" I No" 3: =1. ON mz� GLOBAL PROTECTION PRODUCTS, LLC. '""'N"D $1) IN CASE THAT PRECAST STOIC. OR PPACCAST CONCRETE PANELS, STUCCO OR WOOG BOARDS tit TO r11OAj ,.- / IILIECO,..'� GLOBAL PRoTEcrioN PRwucTs. i.m 11
<br />. '4MOS'. �' ,iolVlI
<br />- I _ MM � _twg� �mtj!m WL It =I,
<br />4=40M
<br />, - '
<br />�% , " mlovo '_'" ,L--" DAM- - ,,, irt() 0 _w 0-1 IN - POE, EXISTINC, WALL, ANCHORS SHALL BE LONO ENOUGH TO REACH THE MAIN STAUCIURI kHOLD SUCH UN - " PHOW, C*900-7 AW)m4sm 20-1175
<br />'-�'-L, , V, 4,-, 1 // T, ME C � mwo lw� 51 w"m Mt I L4�
<br />V �" -Z - �__ _�._ �_ I = �P��' � � - A, 1: he cow"T OAIL n- =" ANCHORAGE SHAU BE AS MENTIONED IN 81) AND IN 8,2) uk!L -. I I - DFAMM ft
<br />"'1'34j� * - - K - - - � "w : - .. - . - At t1_00DAII, - . i Mt- i - i !m. 1 -
<br />- 0.0 I- I 64A � -*-
<br />", sj( t ,,, / = I- I 9==mw1.'_.'. )w� OAK at COMBINED IN _wN & _.... - � �I�z ,I. � 07�'A_11* WNW -MA, I-- -176 'I'll-111-ul"121 wxnX Al2m.� .� 1 Fm9l . I
<br />"s pm- 20-176
<br />ANNH A'. , am _ - - Dw _ - 1-:10, DIMOND - ANY �':'�� � ..M.- 0IH (XI5.`X`W�7 20 -'E DoxismA."pelmr
<br />111071 SEVWI.40NVURIVINXI Q� ps � I q:--' - I- now SCAM 1/4' � I' - - __ 11 ol-amlo :1 DftNKm I ; -1 I .
<br />WALTER x =11 26 1 1 NOTT � SHUIlER Tftcxs NOT SHOW ft'L%�A. &U, .. PL n-1 -
<br />. RLDNIP. � f 44, , I - - �'�__ - - - ' I
<br />1 A67 1 .11.1 i - I I I - I - SAW a OF "
<br />I -1
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<br />' I I (SEE S L. ,� r � � I �' , j _r ANCHORS ALTERNATE WOOD ANCHORS _ � I _.L� , �
<br />I SHEETS 9 THRID __ I 4) . ;`7- L EP111 / EE _ rw MEN W&KA wm (1)
<br />. _* W`,,__ I �.� - ' SHEET I 1) " % 1;�_��__ ____ ==="- j ON
<br />� . � 'a � If 1/4' III I - I SC14EDULE ON (SEE SSCHEWLE ON "'r ' � ; � � I
<br />I � ��
<br />: ___ , ,/.- ss. Ka W,f ,A,T - I - .� 11 I � .1 L � - a��_ ; 11- 1� 0 ", SHEET I 1) SHEET I 1) I I - A, fl, 1/2, 04, / NUT
<br />- (____T��/ kt'JL I z � �i ,� I � �� I .� - .9z. f t I I !::� ---T/4*-2IA,l' X =' GA
<br />1_11' --- A-011 6404 - I MAX ). ,a a6w i __ , - I - � ,
<br />--- V= 1. -1 % 9 , -, -0i
<br />. r _-�__ _4' TEX So" DO r _j 1/1. 1 41/2' F I i -(a) 0;1- I �t = D-1 1/2- � �'
<br />I __ - -1 0 '. 'Ir C.C� ". % - WOOD HEADER_ - �' \ , , . - I '__ I � OD C_
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<br />I -----.--- _.- I - � 't I, � , I -_ : I ____T__1_ ____ _____ ___4 WOOD HEADE11- -
<br />f- --I 1�11_ � . I 1 fr " j ---- -" . . EX
<br />TEETS a IIIFOLCH TO) � i � '�
<br />I Sk I L ; � i � - I ---J,le -*--# U)
<br />I __� " Mt , L I � , `Nr� � :=::- i I -1 REQUIRED I
<br />� - ,, _ (j) : .. �' `� - : I
<br />. C., i I L MILK. I I—, ! � ' __1_J_ - ,I __q i I I " ; , � 7'�_
<br />(i>_ ; I E-b r "f i , :; ,:,: , __ - - I ___Q6. 114�_.._ _p__j
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<br />2*�- - � I " " � - __ __
<br />I - � _Q6 __' i ;:::;:: =7: till, f = @ I � -
<br />� - A, ", ! ,:::: �� � I WOW ANCHORS 11
<br />I � . 1 � PANEL LENGTH � f:j::j . L ---- 01. MU� UDNG ALUMINUM SPACERS 0 12 llr I I I ! . I i
<br />� I, -1 i � Li , u I I i � i TABLE It ON SHEET 11.) I I I I (SEE SCHEDULE UH ' z I
<br />C" i _�_� .� I i - A : . 94M il) 11�. I, :3 m
<br />L09 i I (SEE SCHEDULE ! E.C. (SEE
<br />I I DN SHEET 3 1 - I i , , � I SEE NOTE - BELOW FOR LIMITATIONS FOR Mi.. 1 1
<br />- i __T � (D FOR I SEPARATION 1 0. MAX. ,� I i � � I 1/2. LONG Raws. EPARATION TO I - q) i ;
<br />q__y It mm'� I __01 " 'L' , 1 ! . , �
<br />10 � I SEPARATION - I , � L Ir____1 W' �
<br />� At 1=7 70 OLAS& I i i PANEL LENCITI I , ' ,�-'� � I i - , -0 >
<br />t _. - -, I i i rStE 00 SHEETS SEE SCHEDUL I I , Sr I
<br />- - : Q GLASS. E I PANEL LENGTH DOULE �' , "i , � �' � �N"ff � f
<br />I- I ION To " I .1 SCHEDULE - !_4 (SEX SCHEDULE I I (SEE SCL" I I � I i RATION TO CLAW, v
<br />9 ��L i �� � , �
<br />: (Sm I T 0 " � I I ' I _PANIE. MATE FDA" K) 0 PANEI- M&TE ;
<br />4 , I =.%:III .1 SCREDULE ON - "', IN,* I I ON SIM 3) � J/1-"A- 9 & to g ON SHEET .3) ON SHEr 3) L- -_ -_ _L - 0 SHEET 3) 1 S��!! 1.1 ___'1"'p'*j'.4j�.q M;n� $EPA 0
<br />9 I- - . - ,L* U.K. ') . - A0 � .� " SPACER I i - . - "�'� I � i � , PLUS SEE SCM=r ON"SHM it) , ! I L_
<br />-,---. A, ,Ai * - - ( , 11 -.1111 _11 � r - mz SCHEDULE ON SHEET s) - ! v wm�
<br />1 PAN LENGTH I - ____ -_ . V Mo.. -- � - L I i - � - - , -
<br />I WET ...... - - - - ommFINa- � � �.' , : � 7,41 -ff . PANEL LENGTH
<br />4 " � I , M.
<br />0 MEL I _____1 11v 9 /� r UACIK DAIn 7_417) _T__ I "I �' 11�� V Lw. t__ --'---- -
<br />- rifo - I- -,--A,. - -Lk-, - =fo;,r ISEE SCHEDULE
<br />I I PANEL LENGTH 1 4 i " I r--,- ,, o-
<br />I , -,--. � � - , L11 ,'I =%rl-n �-- --t f - - -'t- -- - Z-1., 1
<br />SCHEDULE I - ' ,. W-r
<br />1 ON SHEET 3) � I " I SEPARATION I - _,F,
<br />(SEE SCHEDULE I I' EXISTING_; TO CLASS, , I I -, - ___� PANEL LENGTH r I 3N SHUT 3)
<br />A I ON SHEET 3) 1 - 4 � r = 0Z 7' I'l 1 1 � 2*I4" WOOD -,---- . EX1Snjm4
<br />TO GLASS. . I i =;Iul � i ___ rix r -C PLATE REQUIRED 117
<br />9 %PZ6ow mv� - " --.-- - iff 11 l (SEE SChwvLE -+L-- --- ____� �
<br />- Mm'-,. _T__" __"' - 4 ) 1 1) I ... - - I ON $WFIT 3) CLASS 0_
<br />� - � 1 3 1 � I I
<br />SEE ! I : ")""_ - - - __ 2 DIRECT MOUNT wl SPACER CA 1�
<br />I (j) L_'_ _ L I -VA-- I
<br />� ; - 1 - - ---_--------
<br />I ��--) 1 50% 1 1 I It � U)
<br />I F �Jl OF 'L" i � � 11- i I * i i ALTERHAM 2W'. 1 _01 ______11___�_
<br />.
<br />C, *L - '--- V '. - . . ' I � It- <
<br />It MAX VAX. . , _�D I - A IQ 11 1- -05i SCALE 3141-1* : 50% 1 �
<br />I I ; I � I I .,' I � OF *L" i
<br />I I 1. - - , I .
<br />- _,I@ i . i
<br />I (�> . I 'P"�' Sax � I SO, I I SEE I MAX, I �
<br />I I � � I - i 0 12 1/2' O.C, MTjEA_jI ON SHEET 11 FOR MAX. PANEL LENGTHS & of v �
<br />I � L_____._1...__'_'1 ______j t, ,I,, - I of 'r � I .0 DESIGN LOADS FOR THIS INSTALLATION. I � t. .. . � !
<br />I 12 w O-C. � I I , " T ; I (��Y_ I I I - � L - - 1_j ... __'__" I
<br />: ; 1 I yr � AAX_ I I or v to -I@ f f" �" I 0
<br />1 i __ ---I@ � I , L', 0 12 1/2* O_C� � �
<br />I I I I . - - - : -, 77, " r i - i I I i ED , ' =
<br />. , , I a 12 1 I- � -
<br />,"L a i"4- Do. I E __ � '_U ;;;; - I I I- - I '_ � - ____j L - � I -, I � I � C -0
<br />6 ,�� -�� % FINISH' , ED ' - � .
<br />10 I � NA01110 A i _.___________A I_ ' - ?' " ce.
<br />17-1- "'-1. CONCRETE I CONCRETE ANCHORS I j - ""L. 11j. - I � - 13_ -w -
<br />EMSTING POURED, ' (SEE SCWZ� � (SEE SCHEDLILE ON , . � -_ WOOD ANCHORS ** HIM 'Ll I ; 1 -f -
<br />I � .��'. i � I If I (D
<br />__ 1-1 L' 1 .... 1 . - 5w - Dom � - O.r I- -
<br />41 I Y" . z------ I i 1/2 - i A; - LL I . --I
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<br />1� I 'L OF WALL 0 SLAB SHEETS 9 TH ON __0 Y .�' " IF� �
<br /> CONDITION) I . SPACERS 6 ". O.0 VAUD FOR �� ':�__' I �"' ", � 1 , ; G - I l ____ jj _�
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<br />I C , EXISTINC POURED CONCRETE ALL DESIGN 'Z A � � WOOD
<br />i 11 IN-1 � _ ACT. 4 It ______'_1__._j STAGGERED W/ STVID 11 11
<br />� 'T 11 I- I (SEE S HEDULE ON SPAM 54 VAY BE I 'Ir LONG W, -----------I'- . 0
<br />174 I "', --.-- - -_ 21KIS L
<br />� - DOSING POURED CONCRETE � i SHEET NO PANEL " I i 7", . q sWu 11) (1) IRSULLATION M UMMED TO A ONE STORY WLWW W" IT-0, I I I - 2*14' WOOD PLATIEL � i ��i i � ij L_
<br />Ot CONCRETE BLOCK LENGTHS PER 3. 1 I I " 1 � ! � L --- DECK REDUIRED "-- I I
<br />I L L
<br />CONCRETE ANCHOR�_ - m _ REGUIRED_ Olt CONCRETE BLOCK - .... 2*x4* 0 � � � : ) 1 ,; � -U4 *mm- I 1� L, ; . � MAX MEAN Ieff *0041' Mom IS A MMWMW MINA AW '-_:�-A::f_______" REQUIRED � - . . - --WOW ANCHoRs
<br />SCHEDULE ON REQXRM� � I' MAX, LONG ALUMINUM SPACERS 9 L ::� . i NAMIC "MIT xovmy NOMATED ON SHOEr I IL I 7�_L_ - L I i ] CSEE SCHEDULE ON
<br />ISM PLATE WtWoumff " ---: , 11 � p, �! j IL , ; (SEE SCHEDULE CLN_ . _� � k q� M 0-
<br />-E.D. - --- r�, , - - - __2"D 1 3/4' -- -_ SHEET 11)
<br />SHEETS 9 THROUGH 10) * 12 1/2- 01,C. (SEE TAME #1 ON � � I , 1; MIK Wmow To Wn warAlm I , '� 2*X4" WOOD WOOD ANCHORS -1- -_' k. �N
<br />SHEETS a A, m) , . I I Ji STA==R/smo m AMC4m Go" Tm OMMIMEAT " SHEET IT] ---
<br />� � ", i PLATE REQUIRED PAND. WE " VIALL BE wom �
<br />, i - I , , U (S V11111TA , _ __ .7, - �
<br />11 a SCHEDULE ON = A-. I -',�O G.r.'. 1
<br />� , � � I �� ji, SHEET I 1) =z i 730"ON.A.1"�' t �'� BMS N A RWWrbk FROM 12 1/2* ". WAMM AUUWW ON I � .
<br />� I � � , L--2* Mi.- _
<br />,, � , I � 1 f SHM 10� � 0 a)
<br />. ! � 1 -- (I) MAJIMUM Ago DESIGN PRECOURE
<br />�' I RATING Is -ft -65 PLA.1, MAX 24 GIVE PM& LOOM IS UNITED TO W
<br />. q � "L __ �! " 6 A RESTRIMON FROM UAM PANEL UNGTHI ALIPINEII W I
<br />SCALE 3/8-1. %F%,p . . � J11 (2) WX" STORM PANEL URIGIH 15 (' SCKMAE SHEET ll)� I
<br />CEILING MOUNTING BUILO-QUT I(QUNTING WALL MOUNTING /DIREGM WaPACERs ng OR-6 . , AT ANY OPENING; I m U)
<br />AME � a ---.I- . -
<br />SCALE 3/8-1- . �� w WALL M�XNTIR"'§ I 1IRF MOUNT I GEII[Hrm 4NIn affiR MQUHTING BUILD-Q0 MQUOK L.
<br />L m
<br />(3) =0 P%LT "ALWANNI W ALTERNAME-2W (4) 1 I1r LONG WADER COMPONENT JIM = BE MAS = 00. TERROVE M
<br />WALL MONTING AN ,4�, - NNW 21 04TALLATONI or I ix LEND M i AL w
<br />&URNAME I W ALL SCALE 3/8-i VAUD FOR wo zow 1. 2nDo 3 AS 010TRRED W A,LTW I I SCALE 3/3-1, Sc#u 3/6-t- Cn
<br />I E-Im STANDMID AM THE (7th EDITON) OF THE ELORICA I 1"`HH*$NN414 "
<br />SCALE 3/8-11 I4) VWAUAAON WILD ONLY FOR WIND I A %
<br />ZDAIM 1, 2 A, 3 AM AWN E SUILDING COM "
<br />"41111ININ0%, '006--Q& Wfl""A, :�� !?.P.f"
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<br />.
<br />. � \11 %�' S_ FLORIDA BUILDING CODE (Man High Velocity Hur me Zone) NOTES: " ��-'p FFLOR11I BUILDING CODE ( & F SLODNA; � � FLOPH BUILDING CODE (Non High Val2n Hw cone Zone), �
<br />j, K, " \CENL* - No. %
<br />e '.. - \'\aNi� %. - !'� Non Wqh VolocIfy Hurricane Zone) I =
<br />� - -1 - *` 44167 - z
<br />,
<br />2 - . - '. I .* . _z � 1. INSTALLATION ARE ONLY VAUD FOR MAX. A,S.D. s , - .
<br />- " o.44167 - FA 1. INSTALLATION ARE ONLY VALID FOR MAX, A.S�D� . i om 110m. MI F, TOP & BOTTOM MQUINTINGS CAN BE - (p I*i wm MAIA M. I^ <
<br />. s Amoco unw. M. 24 GAGE GALVANIZED STEEL STORM PANEL "ff_C==- No, 44167 ' DESIGN PRESSURE RATING -() AND PANEL LENGTHS s 24 GAGE GALVANIZED STEEL STORM PANEL
<br />= , L * - DRINK w, DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS =*: s 24 GAGE GALVANIZED STEEL STORM PANEL I DRAWN V�. COMBINED IN ANY WAY TO SUIT ANY ��5"-. S WE OF ."4, S DIANN Vt
<br />= * .*= = ; . AS PER SCHEDULES ON SHEET 3 r
<br />� � x --- TOP & BOTTOM M CAN BE AS PER SCHEDULES 0:4 SHEET 3 (EXCEPT FOR = . * .; �s INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTIM WOOD ik 04�. �'l 0 - - 4.k-1 z
<br />I ,2rj=s: GLOBAL PROTECTION PRODUCTS, LLC. "uW120110 , OUNTINGS . It - , ._4;�E�'
<br />-!� - I Met ANY WAY TO SUIT ANY ALTERNATE 2W') - - STATE 04��J�-- GLOBAL PROTECT I MEMBERS 10 BE SOIUTHVW PINE No 2, W1 SPECIFIC _"."�""' �/6� __��> GLOBAL PROTECTION PRODUCTS. I.I.C. om-
<br />'
<br />E.D. - EDGE DISTANCE % -, STATE Ot.,� '=_t�__ z S.751. 11LIECO, ION PRODUCTS, LIC -_ / IILIECO.mc_
<br />_ . COMBINED IN 0 11 ' .-
<br />(SEE SCHEDULE ON -,,I COS,* 1LORID"' -� ' � _JT TESTING *A .1100 Am, 51 SPILET INSTALLATIOM FOR '� . V_ l nkLLL "IDne'lo - Am sw. 51 SIAM - DENSITY Of 0,56 OR EQUAL A7 VA 0=wiI_11jr 71
<br />. 11LIFECOTI. _' � __'��
<br />TOP & BOTTOM MOUNTINGS CAN BE . ___
<br />� , _10on. (1541mo-am I I "SwUU, FHow- 05.3m-7us, mlX, ")M-vw 20-175
<br />INSTALLATION. .......... �- - DAVF_ rL �14 DAMPING N� MEMBERS To BE SOUTHERN PINE No 2, W1 SPECIFIC .1 . - .� ey t-- -4� 'I'M., LANI 5AA1. FL =4 - 4
<br />SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY �"O. '� '/-- _ 20 175 1 2, NEIN WOOD FRAME CONSTRUCTION; WOOD , . &1.1.1=7 AN, 20-175 "'Hip N111001,
<br />I
<br />-
<br />. - * V - � om.!L-'- -'.; Dom ,H-,. PODNE, ")M-7543. FAX, M4)IN"797 �'t� N106-1345. FM .... 7" .-N 00A.ING �
<br />"I,;, W-�- - M.1 - 1 - 1 DENSITY OF 0.55 OR EGUAL - -, i� �' _CA-� # - wwm 4. . Ck-Dowle -.1 - M I - <
<br />.. . .... Me'a"g-;W'�-' mpmz'�IXAxl,tu:�'r .,m '"wl' .. f- P'E sucl�luw"Akm AALTER A. ruff 0. pz , n. 1 - ,I-- . , ., I.
<br />�,� mim"L.- I I I - __ 1pq - - nmLA um v , PM�- I - Pf . . . H, Flow �. p 4II67 �' I l _j
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