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<br />I I �I�MIIOFT�PAMM DOCUMENT (P E O�) HAS BEEN VERIFIED FOR COMPLIAlt E IN ACCORD - i/4-0 TAPCON ANCHORS, AS MANUFACIURED BY I IW, IBUTLOE�, INIC _60
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<br />- I L' ��, 1 1 1", THREADED PENETRATION .�r . VELOCITY HURRICANE ZONES (M"-VAO1E / 980NARD COUNTIES). 1/4-0 LAG SCREWS PER NOS C =3 M U)
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<br />I I ---- -,-- I , " . , k " , � i #14.1- SAIL DESIGN PRCSSWE RATINGS INDICATED I PENETRATION INTO ' STUCCO SMAU RE CONSIDERED AS II
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<br />.%%.-" ' _Z' WMIAUM SEPARATION I "VAN ANCHORS SPACING FOR E, IL - II I/?' - APPLICABLE TO "
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<br />- 70' OR LESS I ' N/A 12* N/A 12' 1 NIA V & 2' �W) � I *yMvwvTrN 0 EA6 M OF 9 -, IAS-20 AND TAS-205 PROTOCOLS� NO AS PFR CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 16N OF THE .
<br />.66.0. -75.3 CT � IZ-99 & AM E 3,50-02 STANDARD% AND AMERICAN TMING LAB I I 1-10 AS PER C,5) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOOND ON THE EXISTWO,
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<br />1 7, N/A 6 1/2 1 N/A 4 112, N/A 1 4 I/2- NIA to I , 2 , __T_ f ALI SYCEL SHEET METALL PANELS SIM' FWA 1TRIXTORAL QUALITY 11W_ ASTIM A-653 GRACE 80 IL . 0- I D .
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<br />- O�Az I Lsl*-; rll-.`1�1_ � 12* D.0 I � SIUL Um"MON, W/rr� 92 2 "I (AFTER KILLED)- 9 IT SHALL BE THE KSPONSJSILfTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS To BE
<br />, � - _�_(-_01T-) L L I - - __ _1 i ,/�'.01/:I- - To MAS$L 5 ALI SCREWS TO RE STIMNUMS STEEL 304 OR 316 AdSJ SERIES OR CORROSION RESISTANT COATED CARSON STEEL AS PER DIN SUILDINGS. ONCRETE BLOC OR WOOD FRAME
<br />ik 12" N/A , .�r mw 01-19,AI, � I ��&E�,A- a 9 -=- 5 ATTACHED ,O INSURE PROPER ANCHORAGE THIS SHUTTER SMALL ONLY BE ATTACHED TO C , K
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<br />12" N/A 12' N/A j 12' A�12' N/A A, (TOP) I __ ____ . - � - =_ -.101 I " . 10 EAqi REGULAR STORM PANEL WITI4 LENGTH$ OVER W. AS PER SE17RONS 1.
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<br />*UIATED TO 66.0 P�J� ASLO. DESIGN PRESSURE RATING rll-,� --A- -L� W! " l 11 I P 7 A8040kS I'D WALL SHALL BE AS FOUUOWS� I I, THE INSTALLATION CONTRACTOR IS fj SUL/CAMK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONIDIUCAU'S, rOWACI WPH
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<br />Asa SHEET lis pop ANCHORS npe III SPINOPIS PON INSTALLATIONS INTO 0000, + REQUIRES MPa, CHStAROF BETWEEN BOTTOM OF PANEL 4
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<br />WRIMIN MOM SPACINGS AND MINIMUM EDGE OWANCE ARE INOICATED ON NIS - �� - I/Vii , -3/4� VAK)-SET ANCMOAS� AS DISTRIBUTED BY ALI. POTIT SCREW. SOLT & SPECAFY CO,
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<br />FOS OPOIATION TO RE PMWML REDUCED SPACING WAVED USING FACTOR CHOU I - , J:�� � f I li . - 014-10 PANIELMATE FEMALE 10 * PAN-ELMATC PLUS ANCHORS, A' MANUFACTURED BY FLGO CONSTRUCTION PRODUCTS. FOR A SITE SPECInC PR=CT, ,� WHERE THE SITE CONDITIONS DEVIATE FROM THE PEG.
<br />-END , _ I" r__ ;7V0,I: : i 11 I, .1 - 1/4's ZAMAC NALIN ANCHORS, AS MANUFACTURES BY MWALT, WC. (bI CONTIRACTOR TO K $MSPONSIBU! FOR THE SELECTION, PURCHASE AM WWALLADON INCLUDING UFE SAFM Or THISS PRODUCT
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<br />_&2= IV. I . - ____ `�=,_ - - -,i , - -� A 4) MINIMUM EMBEDMENT OF IAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4% 2" FOR a_C0 PANELMIU,
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<br />I I J.'r - I FLAT OR ON EDGE I % I - MI'L .`,,-" NOOD RES ENGINEER OF RECORD THAT PREPARED ff
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<br />I . .'I . +:��_ "... I - I ,Lj ALTERNATIVE 1 IV . 11 . lww - - (8) 10-pa53WA-Cgw.wx--�AX&-*4&-&Ik-C---M PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709S.2 OF FLORIDA BUILDING CODE, ONE LASEL
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<br />QOMPONENTS FOR REgULAR, LIFE SAEEIY- & E-Z HANG STORM EANELMIEMS LF PANEL fflf "L* SC14EDULE 014LY FOR REGULAR MRM ANCHORS (SEE SCHEDULE IW/S. ZW/6� 3W/7 & 4W/7 INUALLA-TigN 12ET-AILS EQR REGULAR PANEL rl)
<br />(SCALE 112� I') PANIUS INUALLATJON INM EOURED CONCRETE, 900M 0L20_A_W= (t) - r MAX -- - ---I---- SHEETS 9, 10 &III DN--.----�,---.----�-------------- ---L-,-- 3* Aim INTO POURED ETE RUCK STRUCTURO cm, --�,,
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<br />, - I I I I A" Rm _ INC CONCRETE
<br />I -- - -,-- ---- - - --- --- - -12.500- (EITCYOVE WITTYR) --- - _ _ -- -- - � � m' i AT TOP OR OA_W±L�,�� 2H � I � � wGOf4CwBL OCRIN3
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<br />FROM Lm m WHY *1 1/2' LEG 35.0 so�fo' Fol-o* --" 1O.-Ir 0.-e (SEE SECTIONS AS 1 K'S M.5, WLT W/ u a CA. I I I I - L : I zt z CN :z
<br />AT VID AT LOT SZE OF PANEL (�) 'F' TMK (�) AN0L_KUL_= I - _Ii:__7�,_ --;:--4- -e-i- --i--2- APPLICABLE) ,r . I I (SEE SECTIONS AS APPLICABLE I � - �__. " � T[L-_-� Ll - F-0- Cv -
<br />PANELS %MLI. BE INSTALLED ALMYS - _".,w..__ - I - i ,,, , ,_, ,_ BOLTED PANELS / � 01 �D
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<br />2"* i - Ifo.0 17010 - . S 2-07, I -,. - I- I CONCRETE '. � a -1 A AMC),
<br />3 750' . 067* ff& - - (MIC 0AIw -1 WME mel-EY) � I I - "A'.1. HDI `OASNER HEAD
<br />_a (�).,KL - --- - _11A0 t7s.0 - 7;_ �0_ - 4- CONCRrT9 BLOCK " CONCRETE ANCHORS
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<br />.072, . t _19 .-I . I L. - - 14 �i (SEE SCHEDULE ON
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<br />.SVE ENDS 5 FOR A I IRS 4 - ______ __ __ - .
<br />- . . - SWEETS 9 THROUGH 101
<br />� - "Im, - .;:i --w i MA. - . W ,� -" � � ,
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<br />2112 , UNATADI-15 IF SLM L -_ � + � , _Iz ., ; -� .. - 1�
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<br />- .12S L � MY YAM FOR IWALUTPO IWO 1 1/4 1 \--/ \.r/ \_/ I __ nu LOCAM. SET
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<br />� I-2SD* I- � 375' (�) SLELYE 2 1 ZA i - - , - i - (TYP I WOOD Sn vCwmS. MINIMUM SEPARATION TO GLASS SCHEDULE MAX. CAP \,_� I �-_, , L � IC4 �� .1 1.1=1.11,3 MC:EN I EXISTING POURED CONCRETE
<br />AA.v- SEf,TION A- i - -1 � §
<br />MAX, LESM , **in SPEW 4 170 rT.0-h woo SPEED > 170 mm1h __01 "' , PANFIMATES ANCHO OR COROPE BLOCK
<br />� --I MAXIMUM 1'� - NJS� ALTERNATE COWRET-S ' 1_? WOUIRED�
<br />I �
<br />� E_ � , I - 111 - .T1.6jM01*E METEOR _w ANCH ARE USED,
<br />-m Oak) I PANEL LENGTH ANCHORS . B��.. to, CON04 11
<br />I _ 111.1___ -Ij -2.0w - --- �. - - vmmo -/ my
<br />93, 1 1 , 3 ISO (11) -------- I 6+svEiivAAiC��TpAfmEO (SEE SCHEDULE ON
<br />- 21000. 4 a UNRESTRAINED RESTRAINED (SEE SCHEDULE ON
<br />�,) 30 OR LESS I . '. oil) L�. MAXIMUM ALLOWABLE PANEL LENGTH FOR A GIVEN POSITIVE k", DES" LOW. S"Em 9 THROUGH 10) swfm 9 THROUGH 10)
<br />_ ` L i . - ------ i�__ - __ ___ 1 5 1/4' L MAX. ALLOWABLE PANEL L04WH FOR A GREW NEGATIVE A&M DESIGN LOAD.
<br />*-- - -- 2,548' - t-11 .125, : " , : f4mm
<br />B--o tD5010 f i i 750.
<br />4 L >13 70 90 1. I. (21 PROCEDURE 10 DMAMINE MAXMVU PANEL
<br />(�) RM X HEADER @ -U- HEADER t I - ]1 im,*T - 7 I;i; - 7 1/2' AS.G. .. LEMOYNE
<br />_ -.--- - - _ 1, MIN. To 5' M... ---- __ - I GIVEN A Posnm LOAD, DETOMM MAXIMUM PANEL LENGTH -L,' FROM SCIMI)LIUL
<br />- 2.0010-- .90 TO 145 I. 1. 7 1/2' 1/2- GIVEN A NEGATIVE A.SO. DESIGN LOAD, DETERMINE UUIWLFM PANEL L047H 'L� FROM SCHEDUIL
<br />, FINAL MAXIMUM ALLOWABLE PANEL LENGTH IS EDUM. TO THE MWEIM DETERMINED PANEL UENOTH jWILD-QIjj_VP9jffjN9 Ng WALL MQUN ECT MINT
<br />(R SLEEVE 1* MX. U- j [->1.5 70 !A r- - .. I _��, v, I BETWMN 'L.' AMC 'L-' SECTION I W&MLM 0
<br />nio AM= (41 SEE SCHEI)LAX BELOW FOR NON PANEL LENGTH FOR POPOSITTY QUALIFICATION Ma"
<br />J.%41V-Lu- _jLjA#xf& QN EAN HANGE � � "A' "q_V SCAM 3/8-1- SCALE 3/8-1 '
<br />_- - - - 3.000-iii� - 061-74 ALLOY A'Awl'sy"'q, U, - -
<br />-
<br />1 17 � - , �;.!'ZiZ-\ 1-1 - .flunrl'109 WISEILLATIONS INTO WOW ARE UMITTED TO � 95 P.O.( MAX A�SO. DESIGN PRESSURE RATING
<br />.� 0 114* WIDE)
<br />.X . L- . ,,�,
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<br />f-F-AIII, - - -,- � L , �aco . ,,,,_,� - � (USE ONLY FOR E-Z HANG SYORM PANEL I I I 1-11 - _D_U� RALD-Our 0, 10 & I I FOR AM ASA DESION LOADS Ek MW� PANEL LENGTHS FOR ..... AH11101%,
<br />- *Ew SPAM iWs Usm. '�
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<br />1 �-_ A1W 276- .082 SYSTEM) 6063-TS ALUM. ALLOY Ir �,!,
<br />I I MIN t�,_�* \)"I'V4,17 1_110. C. � I 0�1 .
<br />- , ---J-lv-::- 1, 1 4 --f-, __ "-s = Gnm .- -, .. ", 0; ___ X.
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<br />11 I I. - No. 44167 ' r city HU cone Una)l - cone Zons)l
<br />I 6 So - . - I _ - 9h Velocity , FLORIDA BUILDING CODE (Non HIO Velocity MR
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<br />1: a f�- MIN� 0 Q. _____ -E-* 1. � - .2= -1418A PS F�. 32' 1 35' 1 W 50' Z' ..,
<br />zaim 1, "5' ".' l, 2 - I DIRECT MOM . F^ VIC20 TILTEM INIII ry.
<br />. 123' i�� I ______L__ I 1. . 1 Z4 GAGE 01 VANIZED STEEL STORM PANEL - t * 017m T1.101.10. wt . . " �
<br />. v . , --------- 4- =*� - -- 24 CAGE GALVANIZED STEEL STORM PANEL .. � 24 GAGE GALVANIZED STEEL STORM PANEL
<br />- '20' 1. - U� 44167 1. z CRAY. 0.44167 - _,N ORAYIN vj
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<br />not. 3 "r TRACK w '11':�'% TATE OF GLOBAL PROTECTION PRODUCTS, U.C. DATE- F-0, - EWE DISTANCE f
<br />__742 � '*� - / IILIECO,.�\ - J��
<br />I ___iF - ! 67- � 'S -'- STATE 01�'<al __ - _� - I I L I E C 0 ... \ GLOBAL PROTECTION PRODUCTS, LLC- "mm/Tv'
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<br />am 51. 5 STAW 91ALD-OUT 'r TRACK ANCLE I '. 1. 1. AMO ". 513NIEFT fSEE SCH DULE ON TOP & BOTTOM �
<br />32- 32- 1. 1,,-,��,,-.- ORION .- $Z�, -.e" - - MO, .. - 0AML FL I. I
<br />ST TILLIT FUTION, a _� ______ 6w*. - "Ill'
<br />-204, 1 1 ow� YI_ =A _ 1 60* , � 0�,_- ltoml, .- -
<br />-1- 2.DW--,--- L-L-... - SEE C-ICTO-S - - ! - ,m' , , �TATE OF %I" -,= . __ I = , 20-175 1 �*7 0 20-175
<br />, � - MIN, _ 1A,.- '4 T, I C E C =,, �� GLOBAL PROTECTION PRODUCTS. I.I.C. W M- w I -
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<br />A., =., p. (I 1 -175 wj SIDE CLUSURE's _r IN ANY WAY 10 SUIT ANY IPA-�.pl.
<br />-,IX-,3 - M`___ - - - ---T-- .w� T_.kw_ - WSTALIATIUsL - -
<br />1. � - - Pus, -, P.O.e. (9C`RR1-_`CAI$1 FUL (IRK)"10-ow - _r� P,.- I.) i 1w C.-R.--no,
<br />- i-I-3 W -r-_ -.4 - I-som, ORMANG ". om � Op0m IN:
<br />-1.1 "9-7bYa. FAX (wieso-vo " , .,m=
<br />&�!Ea= _�00�vl _r I v SHEETS 9 & 10) COMBINED ,W/I?l
<br />JT *F* TRACK (@, & . I OF-4 - 3v 1 W* I sr I - I - _".�__ M-1v CA-00MIS i.,� - T ..] - I�
<br />@ Imu-0vi "r e RUILD-0 (R WMERED WINGNUI k ik& m a. I - own 3 OF to I I �bli�5`00i*_ EMITU A, 79 4", P.4L -I I I I 4�_ -
<br />(TAMAC 3 ALLOY) PC SEN41sak"mo-wa Ck_00007`0 � 02IM .11 1 CA-00DII719 I ill
<br />- . -_ %vg�im .- F4 , am 4 OF 19
<br />TRAWANAIOE J,. 1�1. A I I - .. ,, . 1. I
<br />- Y%_ in. - _.__±±±:! � ffn L .. I... 1. . � . .... . .... __ I . � Auu._ ===t- .. I , am l&, 40
<br />. . .
<br />I
<br />INSTALLABON DETAM FQR - REGULAR PANEL -_ INSTALLATION bET ILS FOR REGULAR PANEL (D - ------I-- r___ -,
<br />INTO POURED CONCRETE OR CONCRETE 8=K STRUCURES INTO WQOD 5TRUCIURES . - �% ___ - �_� -1- - I � -1.1 1 --- 11 __.___.._1_ - __.__',________ INSTALLATIO 12ET-AILS FOR REGULAR PANEL(1-,',INTQ W9OD
<br />,,I I �, ` , Min-
<br />- - , f __ I---- -_ . I
<br />I I I � I . , z �11 .
<br />� I I - I � I � . __ , I' It SEPARATION :: -,T � i �__1�77_-
<br />. �
<br />.
<br />�
<br />- -i Iii .1 'TO GLASS. --- I . � � , I I
<br />� - -
<br />ALTERNATE CONCRETE I - _MKW ANCHORS . --- i I -'--'
<br />I " I�i I I 11 I I
<br />ANCHORS TION , I " I- �!� , ISEE SCHEDULE 0-19 .1 m (SEE - I , i . -ALTERNATE LEG
<br />_T d - - SKEET I 1) . i I _T ,*I,INII,�� - I � I I -- TDCArm
<br />SEE SGHIir
<br />RETE ANCHORS TE , . - . P, � ,. I v SHEET Z�) I ... 1E . I
<br />ON , - 1 � . -, F I" 11 4-xw (mun.) EXISYM WOOD _.�_ � ", - . =1 --- -11 ------- - .
<br />COMO SHEETS 9 THROUGH 10) EXISTING POURILO CONCRET , . 11 fl I I ON .. A I �
<br />DOLE OW-- - EXESMO POURED CONCRETE E , , � � I �f_ ____,L�. �i, I ________.,_._ -_ - I " j �x� 11 ,
<br />SOME I ---- � I I BEAM RBOURED, smcruoT - � I , �ti
<br />(I,. _ OR CONCRETE BLOCK If I - I it - � � � 1 I =ll, =111.1 E OF , , - �. _7 7 i1i I , Cn _1�_j
<br />SHEETS 9 ; , �i , -, �I I -, �
<br />THROUG14 IG;I� OR CONCRETE BLOCK REQUIRED. , � - I r � .11 I I '. I ,
<br />REGUIRECL I I -
<br />i . I 1� I 1, � 11, " I' i ', , 1 I 1, � ' - __ - - '-'- __ -'---1 , m- BEAM TO BE CERTIFIED By --/E,O - -11
<br />,
<br />-
<br />�
<br />'_ - � � -
<br />, j ARC - , `_ " �' ` �, -L, �f
<br />I
<br />, �,, � _A TERNIATE LEG. , I . , ,� 4 1 1 , I I I j I ---- -- 77, PAM LENGTH REGISTERED Ewn- MIT ,- , " "
<br />41E . __ tol ", L6,TION CONCRETE ANCHORS M r 102 WOOD ANC14 , - ��l , I - I 7 I " a)
<br />r " 1 , WOOD HEIN ��I, __ �z I tmlr I �, .
<br />.Zr IREItIF,tU ORS ! i (SEE SCHEDULE 11 � _,
<br />I I
<br />OU � - qEp- _�; - � " , , �,_ I L, �., I I I I
<br />,;IF ( ,� (SEE SCH k._______, - 1-0-- - " I �� INESTALLA'DON. I . z � �
<br />(SEE ,�2 REOLIMED � " '1� " � I
<br />I - C)U� __ I � I if , I p �, , � I " � L -I I" MIT, -
<br />,
<br />��r ,
<br />: , �, MULE ON I ON SHEET It FOR , � i
<br />, ' L � SPACER #A c 77-111 1 1 I., �
<br />�. ,a , .. I rttr_: l SOW 1 1 . �_ ,,, W I � -to , w MAID, OR
<br />I
<br />I ml�� .., , SPACETT_ _n OF Iv �, 7" /. SHEET I 1) SHEET I 1) � 4 � 11� 2. 1 - , - - . 'Ilezow Ss *s, W/ NUT
<br />I L 1_. i 1/4" SV%M III, SORM OR SH&wiT�mw�R�mkZ.4--__ - _� I i - I ; ; � 7 1 __: _j , i � el 1771. �L= i - r 11 11 !, -,,_rD ANCHORS ON I I � - 1 & 12 '17- I=
<br />, �. I., - . _-_ __ 1/4' SHEET I 1) , �' <0 - "I �EE IN- ANCHO�1_ w11** m 100"m I'm
<br />- -1 , ( =.=. W
<br />- I- - - 1w, ___1 __ ,�____V'"' 1= - TEAC "I
<br />, - - I I , � lll�m YEE F - R - :; -
<br />�� - - - - - - - - I � j I- X e I I
<br />. . i ,_ " qe�r S. u s. ./ - I I,w _� , , �,: - - LDM4.T" I __ ED Ile I I r - . (D C
<br />- k� CONCRETE ANCHORS :1� - . " 'Ir ox 1-1 -r- - - - 1 1 1 -- -- - - 1 wow FrEADE:R . ,� _-, i. I r � _' - I - r I I
<br />� �. ; REQUIRED I � I I L ,7
<br />- -_ T . v � � t I � I I I �, I - - MAX. WOW KEADw____ L I I ,/2- --- - ----,-,-- - -_ , _f__j
<br />_ -_ ._ � I _ 1_�,. I . -- 'k r I 1- - _ - - - _1_. =r--- il, - ----:: I 11 , I , , I. =�*S= U)
<br />I I 4 I (SEE SCHEDULE ON- � � ____ __ 'I 2' 1 � I EO f -- . I
<br />,, SHEETS a T"Rvx. 10) - - I 'j" I I ,�� i.. I �. � � =:f) JU ; ----Z;F- - FI-- --I - - --- --------I REQUI ED -, 7 , I "�� 3E,� - -&"�- I.
<br />: ' - "EC'.1 : - - I - - i � , � ! I � ED ,� L � � - , �._ - I I ." � � . ,,?�c �
<br />----if i I li ;
<br />, (g)__ 4w. - I ,_',�.� -1� M.. Ir I � I 11 , __ I __1____ - I __4 80 - I I -#--a
<br />P-D � �,.,,�51 'i A ,/4 _11 I.. I 11 __ - r 0 , L : . t -
<br />� _ � i � � 11 - -- = WOOD ANCHORS ". � � :
<br />PANEL LENGTH : 'L ` r I I � I 1� . I
<br />�
<br />; I � - --- . �
<br />I � :�?,` - � I (SEE SCHEDULE I I L, i � 7-,@I' MAX. LONG ALUMINUM SPACERS 0 72 t/2* I , I � (SEE SCIiENLE ON __ , � � I
<br />11 .D, ; � I i , j, - O.C, (SEE TABLE #I ON SHEET 11.) I , T 1
<br />49 1 ILJ �,Lj I ILI . L SI4M I 1) �', , I Cu
<br />I J. i __ i I,, � - � SEPARATION M.. ! _--cu I 'L' i MAX, ", � �� � SEE NOTE - MOW FOR LIMITATIONS FOR � �, - - I
<br />1'z-O;�. � & 'I i ` I
<br />,
<br />" '� , , � , , 1 1/2- LONG NATVM EPARKTION I 4 : - - rj)
<br />L FDA 5EPARADDN I Mm i PANEL LC14CVI I �
<br />0 IfT ) I , 4-- i - ,q) I Wit. , ," 1� � '� .�4 I'l t
<br />11 i - � I "" S"C', i TO 01 �� I _ I i = �::,
<br />� . . � TO GLASS i -01 ,-Z,-L�,6 14 ILP �
<br />_A , " I --- 11= t PANEL LENGN (Sim ScHtOUIF , � I GLASS.(SFE ., I I
<br />1- - - , . � - I I ON SHEETS I 1�i I �
<br />mYoRpma, _____qWm-S[lW TION TO CLAS SEF SCHMbLE 9 & In 9 (SEE SCHEDULE I . � ,� 0� i I � I 0
<br />uou,u o&O T-Iri : S � t/e-W � I
<br />I I ON SHEET 3) $ SPACER ON slim 3) IT -, - _ i�,_ , - SHEET 3) ,',� . ON SHEET 1AL 1-1 11 I W. SEPARA11014 TO GLASS� .
<br />IT 1 '(SEE SCHEDULE Ott -i I : I (S�lt 1) I ON ,, � I I � I � _PANEL MATE FEMALE I' OR PMEL MATE I SCHEDULE 3) 1 A=
<br />I �� 41""�EOI 11 i : -4/. �
<br />I 'L` M 'S.- 10 , AT. __ I PLUS (SEE SCHEDULE ON SHOET 11) 1__Vx_ I � L_
<br />I i I AT = . I . � ; . . _�A___j %-4-- SCHEDULE ON SHETr 3) 1 ,z..:.e� 'L� MAX
<br />I 11 - I � , I I iA "I I � w TTR AvIc. I I, - PANEL LEW41
<br />I - I - - 4 PANEL LENC,TN I SHEET , -L" M I- - -- ,,A - It -- - - I--,-'. I ! I , , 11 � I F O" 7-In .L. � MAX t-, - ____ --- __ - --- - ,11, �� - (SEE SCHEDULE 0-
<br />I (SEE SCHEDULE t _1.1- _29-v_ - - __1 - I'm Im )" , wFtnIYIRSL
<br />L"- r j . = PANEL LENGTH , - - 1-1 I I I , , I I , >
<br />B . - I - - ,.n I I
<br />; LCA T-- 1 ON SHEET 3) 1 (SEE SCHEDULE " , ! I I =10= ' SEP=nDN I I - - All (m MR wu
<br />6'6( _._____ -.1 - ___ I Ext-snNiq I kv, I _., I - f___ --- - -- ---, PANEL LENGTH ,,'i ON SHEET 3)
<br />I , _ - -I- I EXISTING __,l TO GLASS. I 2*W wow - - UNT"I out 7_67)
<br />- PLATE REOUIRED I , I � (SEE SCHEDULE ; -
<br />SEPARATION I I ON SHEET 3) , CLASS - 1-t- : ---IT I --..- � i 11--f-
<br />I To GLASS, M14 ! =,D� W_ - I I 'S j - __ -_ - I - A-1. _ ----- ON swm� 3) ST,
<br />I
<br />F ------ --- a - 41140 - -_ -1. 1-1-1 11 - __ - - -_ � ___ 1 � i
<br />, -, . I I I I I 0_,_______,__,__ ..... ... . �Ae - I
<br />, -,r--- &URNOVE 2w, 1 1 � - 12 <
<br />_I(SEE SCHEDU I L_ ___. � =1 _111_AI�, __ _ -I ___ I ON SHEET 3) DIRECT MQ - �
<br />- I--
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<br />- I I so% -E- I _ �, -___j � GLA_ I %Sp� -1 - a-
<br />0 I— - -'I-- . It �!
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<br />I ON SHEET 3 OF 'V "" " T F-W OF FL' I . ir __ __,k_:__ - -I- - * i : - Cn
<br />-,,�,,,,,-,- � : - -J:�* I
<br />,,--.,?q,g � � :, SCALE 3/0." - �
<br />, � I I 1 - ; [ 01 IA�'
<br />IT I 11�1 � 11 I ; - -) - I I i __01 I
<br />I Mo. ,,-,,,,"��,������i-1.1.,""-,�l��",�'I'll""I'll","",�I i MAX, "I'll" 0 : -.-Cl) I . � Sox
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<br />-) - -1 i `11'11I""f, �?f_f, I , , ! " SEE TABLE #1 ON SHEET I I MR MAX, PANEL LING - & OF IV :
<br />1 (4- "' C, I
<br />4 60% � 50% ; I, I �
<br />I I @ i 6 `�`P'11"14 i I Erb g - - SPACER : , 11 ! 0 12 1/2. 01C. THS I., � ,� I
<br />g - F -L' ,,,, � f MAY. A.&D DESIGN LOADS FOR NtS INSTALLATION. , (D- I �, - .
<br />o 0 12 I/v Dr. i " -1 - ___ , - I - I_ , , - I I - 0 11 i MAX, 1 - . 4� MAX I , , �, , 0
<br />4 . : ,�, 1�,,,-,,�f�,'� " - LENGTH i 1AX f ; I 111,�� or v � ED' - 1 "i - O,C� � __ _.- 1___,_______ i
<br />- �,,g I I I � I , J, a iz 1/2 2� 1� - �,
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<br />11� - t I- 5111 �**�r i . I 1, , ; zb - I-- I i 'I. I � � 1, (D
<br />I_- C ":1 12 1/2- Ot - .___ - I I I � t- I ___ -
<br />o, _____ �- 11 FF zf=* �w W-AD BOOS -, - ----------:- I . �"_ '6 1 , I , t/.-_2C.,- =)
<br />0 . 1 � 3/e c I - - ", 'LLL_____�� - =15,11, - I
<br />A - - - 3 .1/4,0. __1 -t-1 I - , - � . - I ------, ,
<br />. I CONCRETE ANCHORS ��, CONCRETE ANCHORS ... -; 4 �
<br />�� .1 . -11 - - - --- , "" 'I I I � ; : �
<br />ExismAr. pouRE: �.. �. �. �. . I , I &
<br />p . .�, ... 'I" �;,�� (SEE SCHEDULE ON I j . I ; , I I � .
<br />... . " L_ � - NWM* I ! . I I - WOOD ANCHORS mm- I _� I 1, 11 I f�
<br />-
<br />CONCRETE I � � -, I __� ��,` ,�, . E_ - - SLAB SHEETS 9 TIMUGH 10) l-,", f3l SHEETS Q THROUGH In) I'll, - � 2 1/13� LONG MAX. ALUMINUM 4mmml* L_ I 10 I " I . I � L 1; ,
<br />� (ALT, CONDITION) m C9) RACERS 0 6 4' O�C� V41D FOR eo ____________, _J i : �,� 1 STAGGERED W/ STUD i-- I_- ____ ____
<br />, � : SPACER SA MO BE I Ilr LONG IF-. I I . � 2
<br />I L I : I - I 0
<br />REQUIRED � I : ""_,�'� 1� JLO�A I __ - � �� '- �! 1, I I I (SEE S H ON � :_--.--. -..-''- - __ Z,,-xs- WOOD ' �
<br />. - , � % . �
<br />_ , I
<br />I AND PANEL , I I I � -I I 1) -.A- WOOD PLAT
<br />-O CONCRETE �, i � , I I! I SHEL DECK RVOUPIED _E ,� 1 -
<br />EXISTING POURE: - I I , 2 , ,. .. L_
<br />- -- : -,.'--L �
<br />_. j ,1 I : � � I I �!
<br />, /��,; LENCTHS PER SHEL7 31 , -T-0. I � I REQUIRED � - (T ANCHORS
<br />,-,��-`-,Jv& �mvmo-- L , (1) INSTALLATION IS, Uleft TO A ONE IVORY "LOOKES WPM I � �
<br />�, l�, _q) I , � I M30W rIMS IS A R071110014 FROM ANY VX= ANCHORS `?�,: - --. _______ - i '. ,li SCHEDULE 00
<br />CONCRETE ANCHORS - I .. 09 CONCRETE BUOU 2'.4* WOOD I I . � � I . *sm Mo RICAN ROOF
<br />I vxzm RO" cuivemy *m,,A1w DIN SIM I �). I � ,
<br />E D� � I � L I (SEE SCHEDULE ON � 3 4 - --- --- L,-"_ , -, : i z � � SHEET 0) a-
<br />�� : I ,� 4i -- - YAeOERED W/ Mo 0100CAlm , �, � �; � ". ,� ��"xII' WOOD _____._.1_L%=___,_ � k :
<br />, � 1 ,ij , S �:,. I "T"L-, -'_,_ , - ___ - -,--., _., I I LL �� �
<br />I � � �
<br />11 I I
<br />" , SHEETS 9 & in,) � � i , i . i I , L am 101SET 3 MAY BE Ramm To ,/., AS I I ' PLATE REDWRED � SHEET I 1) � __ 1 � �
<br />tSEE SCHEDULE 09 I - pzovm� � VAX, LORD ALUMINUM SPACERS 4? _% ` ILf I �, !! ,
<br />SHEETS 0 THROUGH 10) ______ �P , �_f� I PLATE RCOUAff -� WDOO ANCHORS
<br />_ - ,11 1, , 12 1/2' D.C. (SEE TARE #1 ON I- MAN, SWARKTOft TO MAU _-_-L%= __ m
<br />: 1___,'� _,- I - BANC WOR I ,
<br />. I LE SCHEDULE ON LOW AS SHE FOUCIAND CONDITIONS ARE , Mau Be CA =INZ O�C,
<br />� � � , (S 1 (2) PMm%`ELMvAnT#KU1"RN 2`10=0) ANF11C I �, - �
<br />I , � � SHEET 111) COMPM "ft I I O"s is A Rarmcnow now t2 ,/2' OLG aw"No ALLOWED ON 1 . � I 1. __��' : -
<br />I I I � �______ I i j
<br />�_ ; , , , I I SHEET 6), �---2' APA.- - �� 0 a)
<br />I � , � � 0) "VA" Mo ors" PRORmw 1 1
<br />GOUNG AND R MOUNTING EUILD KING " - I � I RATONI IS -90. -,155 P.J. I
<br />MOUNTING aIRQ� WISMEES 139) OR I � I � - �� i (3) MAIL 24 CAM PAM URIM 6 LIMITIOD TO Ofi* AT ANY OPENING I Cn
<br />SEMA 09n - __ ! , - " 2, - I I � (THIS 5 A RESTRICTION PROU LARGER RNOTL USINCRIS ALUDIVED ON !
<br />SCALE 3/8- I' SCALE 3/8-1- i (2) uwmw sroam PANU UKTIM -5 � WALL M mou I SCMEOULL SHEET ").
<br />SCALE 3/a.1- � 1 IV I I I CFJUNG AND ELQQR MQUKIING BUILD -OUT MOUNTING m
<br />� � 2W NT 1 (All I,w men WAM ompmw #m "a BE "
<br />i QMW_VQE9'1Na A, NOICATO 04 I ALTERNAT]YE 6W ALUMAM 4A
<br />I WALL MQUOH9 1 13) STORM PAM "mism IS ONLY I SCALE 14R-f, AISTAUATION or I '11r LIM VIM CA ITS ONLY �
<br />Can MY EXISTING *000 FRAME WALL I win FOR I'm ZONES 1. No I AS OVIONVED BY ASTM SCALE 3/3- I' AN, SCALE 3/a=t-
<br />ALIERMWE I W f-Ims SWWARO, A" Dir 20" CYX, mr," or THC runmaA � "o"IHNNO, " co
<br />I SCALE �/S.I' I LAI fWALAIM MUC ONLY FOR WIND I sullaw I . k V, A, 'r. 14,
<br />ZONES L 2 A, 3 mm . t j
<br />"ttItIRDIDA" [ in", PER AM E '0101440", I .....:...�z r,
<br />, ,,,, �0111
<br />- .11 , I %
<br />w � SHEET , 4P
<br />_____1____ It �, oCEN& * .4
<br />�,OtO Lvk A __,___j 4, e4v ---_j � . uj
<br />, ,��Iie :.T/Q'N ,,,,§O)��..��41 1 I I I _01- -4- " . r 1% _� x
<br />- - MOM, , I ___ Nolts, t : % =
<br />'
<br />.
<br />' �'--- P�"_XCEN _"%. No, 44167
<br />449�' - _\'�'tEN',*y` ' - .' * - , = FLORIDA BUILDING Co! 'Non Hi It Ve 2
<br />-7 - * .� It , ' I S� FLORIDA BUILDING CODE (Non High Velocity NUT cone Zone) - � 11 -''--,- I _ . v � 9 . FLORIDA BUILDING CODE �Nvn HI, Veloc!f Hur Carlo Zone), WILY11111-comm is; -! * ,.: I z __ - _Zmlgh loafty NUT Done Zone)
<br />, -1 , _gh y 1 , INSTALLATION ARE ONLY VAUD FOR MAX� A,S D = �'-. - <
<br />- . z = , 1111ri
<br />� : . ' 7s ,NKOO TEImm - F.P. I � I . INSTALLA71ON ARE ONLY VALID FOR IAAX, A,S-0, ? .1 " z 02010 11,18:0. MCI 24 GAGE GALVAN EL - TOP & BOTTOM MOUNT114GS CAN BE DESIGN PRESSURE RATING, (pS.0 AND PANEL LENGTHS - - - Wall, MIT= - 24 GAGE GALVANIZED VM STORM P�� F.r.
<br />= 44167 . - 24 WE GALVANIZED STEEL STORM PANEL wABQ&_QE_.=m * : No, 44167 . - )ZED STEEL STORM PAN Ow", STATE OF .',:,- �- Ow" BY:
<br />=*: *. - MAON w DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS = ST, I COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 %. I
<br />= '. : -
<br />- S.C. * .*= w/n/m2c INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD A 16::�__ --- a
<br />E.D. - NOTE FOR MOMTQN OF SEC -DONS � �. * .Ilri _1 I , 1 /"1202 TOP & BOTTOM MOUNIINGS CAN BE AS PER SCHEDUILES ON SHEET 3 (EXCEPT FOR = . - - S, .-IV, �r
<br />EDGE OtSUANGE it -!�% STATE Oj� GLOBAL PROTECTION MDU COMBINED IN ANY WAY TO SUIT ANYY ALTERNATE 2W'> STATE W:- ' � GLOBAL PROTECTION PRODUCTS, LLC. �_,� _,.��NTY � �'Ila�_�__:�:> GLOBAL PROTECTION PRMUCTS. LIC. 'Y"n"o"
<br />SEE SCHEDULE ON , __ __ f'�� / EC01 O.x , .. WE MEMBERS TO BE SOUTHERN PINE No 2, W/ SPEC Z 11LIECO,mc- Call,
<br />- I -W
<br />, ILI as, Lm , - , � -1 �- - - IFIC � ,_ -
<br />TOP %� � TOLUT TESTING Or CA. , snw DENSITY OF 0�55 OR EQUAL `-, 1 W
<br />I== 4 NY
<br />& BOTTOM MOUNTINGS CAN BE A== '10S se" 6 'm Ix a I STOOD
<br />- - - E= IC I, I. ,tA ,,K
<br />N�
<br />AI!ol) sm. Ol SIRm- INSTALLATION, "� I ��
<br />', Z_ na, . , .,. 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD ___*,_ omw- F, su A - A. - . - - - - I .1. Am FL. �I z
<br />COMBINED IN' ANY WAY TO SUIT ANY - 37- ,., 20-175 p pz_ - � V`Q FAX, - f , 1.)SON-am 20-175
<br />_�_
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