|
/______________________1l1
<br />/I I
<br />PRMIJCM�ALUAUQN��[U. 2
<br />I L CC<:> im'
<br />C\
<br />-
<br />TILLIT TESTING III ENGINEERING COMPANY
<br />Z2_-TES_TRE PORTS;
<br />____ —
<br />WATTER A- TTLLfr, JR., F.F. fi�fcco@04xorn
<br />Large missile impact and fatigue load tests were performed under Protocols TAS
<br />YL ?, 8,U-Nr, 44147
<br />201, 203 as per section 1626 of the Florida Building Code. Uniform static loads
<br />,, C A U N, W067 F�
<br />I
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />Testing, Inc., Reports # 96-569 dated 08/OW1996, #96-570 dated 0911811996,
<br />PRODUCT EVALUATION REPORT
<br />#96-T30 dated 0912011996, all three signed and sealed by Hector M. Medina,
<br />P.E., Fenestration Testing Laboratory, Inc, reports At 2032 dated 04/1811.998 and
<br /># 2126 dated 10/05/1998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />REPORT NO.: 2"728.01
<br />0219.01-09, dated March 4, 2009, signed and Sealed by Edmundo Largaespada,
<br />P.E. and Henry Hattem, P.E.
<br />DATE: July 28, 2020
<br />Tensile test report No. 9CM-1 97 by QC Metallurgical, Inc, dated March 13, 2009,
<br />PRODUCT CATEGORY: Shutters
<br />signed and sealed by Frank Grate, P.E,
<br />PRODUCT SUB-CATIFOORY: Storm Panels
<br />V& _'aT_RU CTU RAL E N-GI G C TLON-sk
<br />- -
<br />On 20 Gage Galvanized Steell tm Panel for maximum panel length vs. design
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />Wind load, as well as maximum anchor spacing vs. design wind load and panel
<br />MANUFACTURER: QlQbal���
<br />length based on rational and comparative analysis, and In accordance with
<br />section 161 13 of the Florida Building Code. CalcuiationsprL-paredbyTilleco,ine.,
<br />4800 S.W. 5 1 Street
<br />09vio, Flarida33314
<br />dated 11103/08 and 03/12/15, signed and sealed by Walter A. Tillit, Jr., RE.
<br />1, PURP05E OF EVALUATION;
<br />3. MISSILE IMPACT RESISTANCE:
<br />This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System
<br />Large missile Impact undersection 16213 of the Florida Building Code, as per
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />TAS 201 Protocol.
<br />61 G20-3, Method I D of the Florida Department of Business and
<br />4. WIND LOADS RESMTANr&-
<br />Professional Regulation.
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />This product is being Issued an Evaluation Report as described herein, and has
<br />pressures. Maximum panel length shall be as indicated on sheets 8,10,14,15,
<br />been verified for Compliance in accordance with the 2020 Seventh Edition of the
<br />16,19, 25 and 26 of 20 of Product Evaluation Document (P-E.D.), drawing No.
<br />Florida Building Code, and to verity that the product Is for the purpose Intended
<br />20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, I 1,
<br />at least equivalent to that required by the Code.
<br />14,15,17,18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E. D.),
<br />drawing No. 20-176.
<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />a Buflding Code change that may affect Its limitations and conditions
<br />5-INSIALLAT-Q&
<br />I rstallation shall be performed strictly in accordance with details indicated on
<br />2.. EVIDENCE SUBMITTED
<br />sheets 3 thru 7, 1 0 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document
<br />2. 1. PRODUCT EVALUATIONLOM-LIMEN
<br />.
<br />(P.E,D.), drawing No. 20-176. Minimum separation to glass shall be as
<br />.-T(P.E.D.)ff
<br />Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />Indicated on sheets 8, 14,16, 26 and 26 of 26. of Product Evaluation Document
<br />sheets I thru 26 of 26 prepared by Tiltaco, Inc.; signed and sealed by Walter A.
<br />(P.E.D.), drawing No. 20-176.
<br />Tillit, Jr., P.E.; dated 07128/2020, This drawing is an integral part O
<br />Evaluation Report, p%%kHTVP,1,S,t4
<br />k A. rk I N'.
<br />/11�
<br />k0kilifl,14111"t,4110,
<br />.0%'k�� N, T144/,, ,�,
<br />- - - - - - .. �,,
<br />r ...... ?111
<br />1____1 c ----- - , - �
<br />'��cvv , -, �',
<br />lye
<br />1:0,��', ..
<br />'_ ,/
<br />,Z:;�� . - `\,\�, E N s,�, - 11.
<br />,I L . - :Pw
<br />____1 - .. * . .-
<br />__ ,
<br />��� - . . !�
<br />_11 --- - ., .'
<br /> -
<br />2 N0�441137
<br />I"- -
<br />� . . %
<br />,_ _7)� �_�___ fft��,-44167 ' '
<br />. - I;
<br />_��/____.,,T_�___ ,
<br />- ? Z, I
<br />- 1 =
<br />�,"- *:
<br />� I , * : E
<br />�
<br />�
<br />�
<br />2 O# , 'k .*=
<br />, . S
<br />21 ... I
<br />__ L_ = �.Cl_� - : 4c
<br />4 I .� , .I
<br />/ -- ��. STATE OF ,`,q; f
<br />- / :2 i,, .%- -
<br />,
<br />1".10", t'ZOR11b
<br />, .�
<br />., A
<br />I op,113N ,
<br />"' * ..,
<br />, .,. �' ,
<br />� �, � ,,�, 'i
<br />, . '.
<br />� r q� .0
<br />�,,,%,, , '1�!,,',,'1`,
<br />...., —,
<br />6355 N,W, 36th Street, Suite 305, Miami, Florida- 33166 - Phoiliez (305) 871-15 - 1, 1
<br />'OS1,6,ili �, �*
<br />64filiNnI101110
<br />It Nq H kk I
<br />I 11
<br />I
<br />MODUC USAMAIMPARM0�14 _"47211.ld. 3
<br />-6. MATERIAL CHARACTERISTICS AND, SPECIFICATIONS;
<br />Shall be strictly In acoordance with General Notes and Components indicated on
<br />sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing
<br />No.20-176. Anchor specifications shall N as indicated on sheets 1, 7 and 21 of
<br />26, of Product Evaluation Document (P.E.D.), drawing No. 20-176.
<br />7,11MITATIONS AND CONDITIONS OF USE;
<br />7A. Shall be strictly In compliance with General Notes No. 1, 8 thrU 14, indicated
<br />on sheet I of 26, as well as General Notes # 1 thrut 4 and 1 1 thru 16, Indicated
<br />on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176
<br />prepared by Tilteco, Inc, and signed and sealed by Walter A. Tillit, Jr., P.E,
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />defined on section 1620.2 of the Florida Building Code-
<br />7.3. Product shall only be installed Into poured concrete, concrete block, and
<br />wood frame structures.
<br />Product Evaluation Report prepared by Walter A. TIM, Jr., P.E. (Florida License
<br />No, 44167), President of Tilteco, Inc. (Florida CA-0006719).
<br />U,jI"1HINJJL,,,A0,
<br />xo%,'�'�A N, T144/ KiI.
<br />'s �, '...._... �� %
<br />,M, �, .. I/ 'I
<br />- , , " �p .
<br />.-`,�cEllise % � S
<br />__ Z, .., .. ' It
<br />- � - Lm I -
<br />4 -Z =
<br />1____;;F_1V� 3=5- - - 44167 .
<br />,
<br />,- :-* ,_�>* _LS
<br />, ; - =
<br />' '
<br />?,4��20-4,o',- STATE OF .�,:5 "'
<br />- - �/ � - . , _S
<br />ll'?� A 0 �
<br />/ I '-... 4 Fil ..-
<br />I'll �� �
<br />6" ,.,y '.."..'
<br />"N, SION 11 ,
<br />�
<br />� "I'll A�- "
<br />11,I 1111100111
<br />WATILL
<br />D:ITILTFCO ADMON RECORDS � P. E. PEPORT-20 k GLOBAL, PROTECTION PROD UCTS. LLC l 20 GAGE
<br />CAIVANIZIED STEEL STORM PANELkDRM#2O-l76kRr:POkT#21)-OM.4D1
<br />I
<br />I I
<br />/111LIEC" ,�C�_s
<br />TILLIT TESTING & ENGINEERING COMPANY
<br />WAUTERA. TILLIT, a, R& tifteoucy
<br />�Wlxotn
<br />PROUCT EVALUATION REEORT F1.7'r TA-N� 44L6?
<br />,,,A. U-N..0006119
<br />REPORT NO.:
<br />20-0727.02
<br />DATE:
<br />July 27, 2020
<br />PRODUCT CATEGORY:
<br />Shutters
<br />PRODUCT SUB -CATEGORY,
<br />Storm Panels
<br />PRODUCTNAME;
<br />24 GAGE GALVANIZED STEEL,$TORM
<br />PANEL
<br />MANUFACTURER:
<br />Global Protectim P Jucts,J.LQ
<br />4800 S.W. 51 Street
<br />Davis, Florida 33314
<br />1. PURPOSE OF EVALUATION:
<br />This is a Product Evaluation Re -port Issued by Walter A. T11111t, Jr., P.E. (System
<br />ID 4 1906) to the Global Protection Products, ll Rule Chapter No.
<br />61820-3, Method 1D of the Florida Department of Business and
<br />Professional Regulation,
<br />This product Is being Issued an Evaluation Report as described herein, and has
<br />been verified for compliance in accordance with the 2020 Seventh Sdition of the
<br />Florida Building Code, and to verify that the product is for the purpose intended
<br />at least equivalent to that required by the Code.
<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />a Building Code change that may affect its limitations and conditions
<br />IIi1_411_L*L41-*1L-1
<br />Z1. PRODUCT EVALUATION- DOCUMENT (P.-ED.).
<br />Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL',
<br />sheets I tbru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Waiter A.
<br />Tillit, Jr,, P.E.; dated 0712712020. This drawing is an integ
<br />, ,010!11�4106!v,l is
<br />Evaluation Report. o,,,�� - "I-,/, ,,,,
<br />g \; ��, 10
<br />-4'�&v '-.��6&4 `-!q
<br />- I , $I-- -
<br /><_ _� 3: '�1__ I
<br />L - !��- —,-'- � �A 1 6 7
<br />,,,,�A_,&�_, , _,_
<br />6_155 N.W. 36th Soreet� Suite 305,MiamL Florida 33166 - Phone: (305) 871
<br />��Onvp
<br />PRODUCII-FVALUATIONREPORT'NO. 20-0727.02 2
<br />22 TEST REPOR
<br />Large missile impact load tests were performed under SSTD 12-99 standard as
<br />per section 1609,11.2 of the Florida Building Code. Uniform static loads as per
<br />Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing
<br />Lab of South Florida, Report # 0814.01-01 dated 03/1 V02 witnessed by William
<br />R. Mehner, P.E., Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No,
<br />�
<br />021 9. 01 -09, d ated Fe brua ry 25, 2009, Big ned a rid s ea Is d by Ed m u ndo
<br />Largaespada, P.E. and Henry Hattern, P.E. Large missile impact and cyclic
<br />loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida
<br />Building Code, Test Report prepared byArnerrican Testing Lab of South Florida,
<br />Report No. 1123,01-10, dated November-23, 2010, signed and sealed by Julio E.
<br />Gonzalez, P.E.
<br />Tensile test report No. OGM-198 by OC Metallurgical, Inc., dated March 13,2009,
<br />signed and sealed by Frank Grate, RE,, as perASTM E-8 and Tensile Test as
<br />per QC Metallurgical Report No. IOKAA-1318, dated December I i 2010 signed
<br />and sealed by Jerry Jacioll P.E, as per ASTM E-8.
<br />TU I#JCCD1Mr_- I -A k 17-11 I
<br />On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs, design
<br />wind load, as well as maximum anchor spacing vs. design wind load and panel
<br />length based on rationai and comparative analysis, and in accordance with
<br />section 1604 of the Florida Building Code. Calculations prepared by Tilteco,
<br />Inc, dated 12/18110 and 0&27113 (for this revision), signed and sealed by Walter
<br />A. Tillit, Jr., P-E.
<br />3. MIMILE IMPACT tIEWT-A,N
<br />, _CE:
<br />Large missille, Impact undersection 1609,1.2 of the Florida Building Code, as per
<br />6STD 12-99 Standard and TAS 201.
<br />t. WIND LOAD?$. RES.11STANCE:
<br />24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11,
<br />12 and 17 of 18 of Product Evaluation Document (RE.D.), drawing No. 20-175.
<br />Maximum Anchor Spacing shall beas indicated on sheets 5, 9,10,11,13 thru 16
<br />and 18 of 18, of Product Evaluation Document (RE.D.), dirawing No. 20-175.
<br />24 Gage Galvanized Steel Storm Panel has been verified for code compliance to
<br />work as a non -porous storm shutter assembly, as per SSTD 12-0 Standard.
<br />PROM =_rYALUAVD1iLMQJMX_Q �0-� 3
<br />6. INSTALWION-
<br />Installation shall be performed strictly in accordance with details indicated on
<br />sheets 3 thru 8, 12 thru 1 8 of 18, of Product Evaluation Document (P.E.D.),
<br />drawing No. 20-175. Minimum separation to glass shall be as indicated on
<br />sheets 3, 6, 13, 14, 1 5, 16 and I 8 of 18, of Product Evaluation Document
<br />(P.E-D.), drawing No. 20-175.
<br />B.-MATERIALCHARACTERISTIr,3 ANDSPECIFICATIONS;
<br />Shall be strictly in accordance with General Notes and Components indicated on
<br />sheet I and 2 of 1 8, of Product Evaluation Document (P.E.D.), drawing No.
<br />20-175.
<br />Anchor specifications shall be as indicated an sheet 1 of 1 8, of Product
<br />Evaluatictin Document (P,E.D.), drawing No. 20-17&
<br />Z_LIMITWT�10N AND CONDITIONS Of USE:
<br />7.1 � Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated
<br />on sheet I of 18 of Product Evaluation Document (RED.). drawing No. 20-175
<br />prepared by Tilteco, Inc. and signed and Sealed by Walter A. Tillft, Jr., P.E.
<br />7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES
<br />as. defined on section 1620.2 of the Florida Building Code.
<br />7.3. Product shall only be installed into poured concrete, concrete block, and
<br />wood frame structures.
<br />Product Evaluation Report prepared by WalterA. Tillit, Jr., RE, (Florida License
<br />No. 4416n President of Tifteco, Inc. (Florida CA7=6719)�
<br />WATILL
<br />D:I TILTECO AqWN RECORDS �.P� E. RE PC RT,2C
<br />C
<br />.ALVAN17ED STEEL STORM PANEL I,DRWG#20-175�
<br />a)
<br />a)
<br />-
<br />=
<br />Cn
<br />-0
<br />-ffi
<br />>
<br />a)
<br />-C
<br />'
<br />-01-a
<br />:3
<br />a)
<br />"
<br />C)
<br />C)
<br />2
<br />c-
<br />CD_
<br />=
<br />0
<br />_0
<br />0
<br />L_
<br />=
<br />M
<br />M
<br />-I-
<br />0
<br />-0
<br />%V
<br />—
<br />Q-
<br />cn
<br />.
<br />a)
<br />-t-_
<br />=
<br />a)
<br />=
<br />-0
<br />CD
<br />0
<br />-cu
<br />-0
<br />-=
<br />cn
<br />ja
<br />=
<br />0
<br />=
<br />0
<br />-2
<br />—
<br />a)
<br />IM
<br />=
<br />0
<br />0
<br />=_;
<br />CU
<br />U_
<br />I.*-
<br />0
<br />—
<br />CIO
<br />>
<br />.
<br />C/)
<br />—
<br />a)
<br />In
<br />L_
<br />_4�
<br />"
<br />C_
<br />-=
<br />�-
<br />CU
<br />-0
<br />"02
<br />.=
<br />-COM
<br />Cf)
<br />C1
<br /><
<br />I
<br />4
<br />Z
<br />0
<br />W
<br />mi
<br />-
<br />GENERAL N GULAR it LIFE UFETY STORM EAUL-S 1 1/4, 2/4, 3/4. 4/4, 5/5. 7/5, �
<br />6 3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, S'UCOO OR wow BOARDS M FOUND ON THE (SCALE 1/2-i-) W/10. 2W/lOo 3WIIO� 4W/10.
<br />__ EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH To REACH THE MAIN STRUCTUTra BEHIND SUCH PANELS, I 1 6/5
<br />1 STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P ED ) HAS BEEN VETUAIED FOR COMPLIANCE IN ANCHORAGE SHkL BE AS MENTIONED 414 0, I) MO IN 82)_ ______, - __ ___ _ -,-,.-- _ -___- - - - - 15,196, (IOTAL 14101H) ---- - - '' ' - - --- -_"__ __7 5W/10, fiW/11 & 7W/11 * I
<br />ACCORDANCE WITH T14E 202D (7R, EDITION) OF nlE FLORIDA SUILVNG CODE. �.C) . I ___ ,--,- ------- _-,__15,IW (TOTAL WK)TH)- - ----_,_____.�T
<br />OMICN WIND LOADS SHALL BE DETERMINED AS PER SECTION I &2O Of THE ABOVE MENTONEV CODE, �a����TJDOI. �NCL _-------- ,,_,_-_------12.5W(ETFMWEWM-M)-L . .. .... . - - __ __ __ - ---, i i � ANCHORS! FOR CONCRETE SEE SCHEDULE ON SHEETS 8 & 0
<br /> ---- ------ 6 1/4' L _ ... - � � ----_-§.25O'_ --- ---.----.----- L 4' NAX—_ _-3: NAX_
<br />FOR A WIND SPEED AS REQUIRED By THE JURISDICTION WHERE THESE SHUTTERS Will - #14-10 PANUMAtE FEMALE ID AND PAINELMATE PLUS, ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS ; � �_ I '1' ON � FOR WOOD Sa SECTIONS ON SHEETS 10 & 11 __ __ __ i I ANN,
<br />FOR BE tttstt�m AND .'- i i I
<br />A UIRICTIONALITY FACTOR Ad.0 86 USING ASCE 7- 1 6 AND SRHL NOT EXCEED THE MAXIMUM �,&SD.) - 1/4-6 IAG SC"S PER N as. I --'LSP -1-3W _J.3fiD1'_ � 11-500' i �, L I 11 i �,__`LIISOOI - Z L
<br />00 i �,,,,, � I � ,X �, �7-12150'- 1. I,aw* - ,�� -- a 6
<br />11:111"11
<br />'ISH PMSUW RATINGS " - , , _____ I I . . I " M I - - 6 — --- ; �, - - - r �
<br />IN ORDER TO VERIFY ,E ABOVE CONDITION, LA71"TE DESIGN WIND LOADS DETERMINED FOR AV�E 7-18 - �1' - - , � --,r--, -1111 - -,r- -T --- 7--T I -' ----' ---Y-- - ---
<br />14. 1!�, 16, 79 & 20. - 7/1$*o , 518� Wool) BUSHtpir. AS DISiRlBuTO BY ALL POINT BcFiEw� BOLT pm � I " � UkVWZED I
<br />INDICATED ON SHEETS 7 THRU 12, L &s V,Ln CO. , - , I I, � i � , ,4 I I ,� I QOW ON. Sim 11 � ,� - :T � l'A", _1__T --- 77- --,,--r . i "
<br />Mo 10 A.S. OJESIGN WIND LOADSETY MULTIPLYING THEM a' 06 44 ORDER To , _�J ,< I GRADE 50 MM ,� ,,�, - - I , --- 1 _T-I � l I I I I I I I -- =
<br />SHALL FIRST ROU" C 1) MINIMUM THREADED PENETRkIlON INT.0 WOOD OF TAPCON ANCHORS SHALL- BE T 1/2' AND 2- FOR ELCO PANEUMATF PLUS - - I ___ F _�__ F- I I - I I I I t 0
<br />� I I
<br />OESUN PRESSURE RATINGS INDICATED ON SHEETS 7 INRLL 1,, 14� 15. HI, 19 & 20 A14D PAMIUALE FEMALE to. f, � - 9'.657* M01,11 I . " Ngr�l � - ' ' I I'- - --- ---- � � I I "
<br />* /G.. - EDGE , 11 � I G_AO CALII / I I i 1 1 , � I
<br />�O. " DA��(�" W+`;91
<br />COUPAR11! THESE W/ V;AA� (ASO� 0 F__ " - - , 1. I I., = I I ,� 2,657 L I , ASTU A-eM i , .) P � I k4a)� . ! I i � I I i �:Z
<br />1 t .1 I i,I`,�,,� ' �, &,(�) &4@ 1 L "=
<br />To - P 7.) MINIMUM INREADO PENCTRAMN or LAG scREIR, iNto pir WOOD ri E UNIT SHALL BE � - I TYP \ ASIW 01-6" I 2AA* ,,�-,�, W � � - 1 7 1 i i 1 i I
<br />,
<br />PENEWPON INTO StUcCO SHk to AS PART CA THE REQUIRED I,NT Dom- ON \\ NEM WAS, 'A-T . ", �
<br />IN ORDER "IFY NiAT, AtAIKOWS ON THIS RED AS TESTED WERE NOT OVER �-TRSSSVD, A Rn iNCREASE IN KU.OWA8Lt 2.0�-. , 24-�- ,, - L HEMMED $0I- 'L TYP'. I I I I i i I i i ! S .- Z
<br />VM 112 NO I'HREADED -, __T_ - ;_4 .a / OCTAIL �� I : 1 i I Y / It � 1 � 1 1 1 1 �
<br />STRESS rOR WING LOADS WAS NOT 1, SE CONSID - rE "MUM - Mum"O" t ; [,_" ..L I ' ' i LLJ
<br />ACCORDANCE WITH NDS. 201H. USEO IN THEIR ANALMS FASTENERS SPACING TO WOW 44S BEEN DETERONED IN ER _ EADW PENCTRATION 0_40 OALV I CO. ,� I I
<br />FWS. INTO WOOD SMALL BE AS INDICATED IN 7145 ORAWING _-___ - - - - - - 48.6 1 . i ! 1
<br />1 n I I - I � -
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND MIND RESISTANCE HAS BEEN VMAED IN ACCORDANCE WITH SECTION 1626 OF I - 11irTAHOG1 � \ 1 - - � _. I -, I ..- , - � ------- L � 1 44LIF ! i I 1 , I , = I=
<br />C 3) MINIMUM EDGE OTSTANC'E OF LAO SCRE L - � -------- I -------- -_ 1.1) I I I 1 1 1 ! 1 1 /-- A E i 0 " -
<br />THE ABOVE MENTIONED Coot AS PER HURFRCANE ENGINEERINC & TESTING IK, REPORTS 96-559. 96-570 & 96-M AND - L � 1 L ,1 1 ;, , � � , -_ _ , -_ -1 C=
<br />C 4) MINIMUM PENEIR-MON OF WOOD, SUSHRMG SMALL BE 5/8' 1/4' 0-n SCREWS USED ViAU BE 1 1/2' LONG MINIMUM - 1.3k I - - - " - ,_J_1_. I _ I i c
<br />7177-7-1/ i � i � '�j - 1 ]---' 6
<br />.
<br />I I - _L_ -_ -_ -- -- L — �__ -
<br />FENESTRATION TESTING LAB INC.. REPORTS J20U & 02126 . AS PROTOCOLS TAS-201, TAS-202 AND TAS-203 SHOULD STUCCO EXIST. AND I* MINIMUM FOR WALL-S WITH NO STUCCO I ---S,=--------- - .. so, - I - - "I I I I - — --- L- - � . I I.r-L f I- ---'- T --- -_ I 6 M C.-, cll�
<br />- T -,- , � 11 11 I � � C= C�4
<br />IRS 203 STANDARDS i - - - I ---T' I I -1 , I i I i I 1 - CIO ><
<br />__T_ I � I 1 _�I I � �__ 1 ' L I LI_ 0-
<br />. ---
<br />I I I
<br />I - I - I ---' -_ __�___ + r, I C= -
<br />AS WEU AS AMM-tAN TEST LAB Of SOUTH FLORIDA REPOFn 002 9.0 7 -09, AS PER 1AS 201, TAS 20 Mo C53 IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS, STUCCO OR WOM SWISS BE FrAM ON THE EXISTWC I 0) SIQRM PME i ; 1 ' ,_ I"
<br />-i I -_ T_ I I ; ,,,Itiii� I �
<br />2 ALL ALUMINUM WPU�IGRS TO BE W63,-T6 ALLOY AND TEMPER, (UNLESS OTHER *ALL, ANCHORS SHALL BE LONG ENOUGH 10 REACH ',HE MAIN STRUCTURC BEHIND SUCH PANELS . - - I I I I A;— _�' I--- _' - - I I I - I . I f�. 2 U_ _�;
<br />� WISE NOTED). SEE SHEET, 2 - 2,157---- ;
<br />ANCHORAGE SHALL BE AS MENTIONED IN C-0 C�2) & C4) t - � ' - 1�; 141 - � , - L 4� L i * i .!2
<br />, 7 I . I I I
<br />I ALL ALUMINUM SHUT NICTAt OSED AT CLOSURES SHALL HAVE I -1 1 1 , I I I I I I I U)
<br />I'll I 14� li� � ! C�4 .=
<br />3105-HI4 ALLOY. - , `� , , I ! 1
<br />,,, I � ,?_---_-] '. ? I I . I i ! I W '= = Cc
<br />(0) ANCHORS SK�� BE iNSTALLED FOILIMING ALL OF THE RECOMM17NOATIONS AND SPMrrArVJNS OF THE ANCHOR'S _� % 1 . �250 - 2.!87"- , 1 1 I I � I ! � I I I L j I I � I I
<br />, .
<br />MANUFACTURER - _" ' ' L � I I ", Too- %� . I I i I 1 . I- i I i f lj§�. 1 B.�TED - - - - - - - - - - - - � .< G) C-4 -
<br />_ - -
<br />� ALL -SIM SHIM- METAL PANELS SHALL HAVE M-ICTUFiAL QUALITY SIM. ASTM A-653 GRADE 50 WNWUU. G-60 P-Tint SOP J? ,I 2� - �7w- - 1/4'"G. !�..,,.. �lw � I I ; __; I i I � PANEIS W1 1/40-20xl- 1 - �,c
<br />HENNED Z�
<br />, , . �
<br />. I I ! ,' �
<br />CALVANIZED MEL DESKINATION WM� 565 �, (AFTER ROLLO) _ , I � -Too' I -1 I I ' SERES, , UNBOLTED PANELS . I i I � S.S. WS, BOLT W/ 7/8' . 3/32' � �, 3: 2 CD a,
<br />8 PMFLS MAY 450 BE INSTAULm HORIZONTALLY FOLLOWING INSTALIATION DETAILS SHOWN 00 5EC71ON 3 THRIDUGH to (SHEETS 4 W/ ,�, _',.L25 %T ' �,t5o*� t ; 1 ! -
<br />5 ALL SCREWS TO K STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT Cak= CARBON STEEL AS P _' I � 5,% WOO RMaSM - � (SEE SECTIONS AS , I I t-,MNGNUTT�s a [A OVERLAP =_ = =
<br />.
<br />ER .- Z ",� L , __' I 1� t I 1 1 APPLIC, I I I � 4 1 - -
<br />ON 50OH5 W/ 50 P-i YTFIO STRENGTH AND 90 NN TENSILE STRENGTH *, SHALL COMPLY Wy FLORIDA BUILDING CODE 9 IT SHALL K THE RESFIONVENUTY OF THE CONTRACT% 10 VERIFY THE SOUNDNESS OF 'HE STRUCTURE WHERE SHUTTER IS To BE - I CAR 9 � ; 1 i (SEE SECTIONS AS APPUCASU�) .�! r=
<br />=
<br />t_;
<br />cc
<br />LIDO*. � �..,- 'L I- ----- I - � I � i i 9 :.. _= =
<br />� � - 1.500 " , � 1 1 I I , I ... - � LL - I i §
<br />THROUGH 6) EXCEPT Wi HEADERS (2) * CD SHALL NOT BE USED �, -;< I ' To 1
<br />�
<br />_, "" R. I f �12 T, ' 1 I I
<br />SECTION 2-11 3,714 ATTACHED TO INSULTS PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME ,�, " 4K ", - I , -1,11 *ODS, 3-375- 1 1- "V-9- , I � NMIB I-,.. I I - " I CD - .!X
<br />� _, _
<br />,
<br />/I , ,� ��:��,��, - -��- �S . , , I J - A-] CID
<br />.
<br />BUILDINGS, I - '. - Per - ,IiI, ". 2060 . ,__,_ __1 - "L. -_ -1 ...... I -1 - _1 _ I— I L 'L 1 , :
<br />_> I `E , I _T_ 1--l-r- ; '.) -
<br />6 60LIS TO SE ASTM A-JT1 SALVANIZED STM, OR AISI �04 SERIES VAINLESS btEEI_ WYTH X k.i MINIMUM YIELD , ;� -, I 930" Sir I'll - - - , ,Jj� I., __ - - 1,1, � = r
<br />�1-j � - --, - - -T_T___F_ I '-- __ - - .11 —, . f : , co
<br />, I I I I S , -
<br />. � I i i � � i ; ; i t -,, . . ]a
<br />� [, I
<br />t I 1 t ::. = C=
<br />' " - I — I � �/ i , i I � I � 1 � i = - tj W
<br />(A) 10-DYMW. J i i i 3 , i 3
<br />_e2W9A_J!1"�1, 41 THE iNSTALIATION CONTW-TOR �S G -ZAL/CAULK Ali. SHUTTER COMPONENT MOCS WHICH REMAIN IN CONTINUOUS OONIACT WIIH i- - . I. . . "I ,/ Im. P. , 'L "' L ' ' � ' '$. U_ _'___ - - I'Sw -, L_T i I I " I t � 1 1 �
<br />14-0 TAPCON ANCHORS AS MANUFACTURED BY I T,W BUILD", INC TO 1* M52 .,) THE BUILDING TO PREVENT VAND/RNN INTRUSION. " I I I A i i � I 5 = -
<br />-11 - ..,( I I I 1 1 1 i 10 .!! ::-
<br />I
<br />- /4 . 0 . 7/8" fALK-TH ANCHORS, As uANuFAmREo By ocwa wl (11��.'11'�_Mp!..i�) ISOMETRIC VIEW 2EIA" / 12.ow F - ,_ 2,ow - , , I I � I i � I � i i I -=
<br />,/ __ __ _� I 'n =-
<br />- 4*. . ,1,4� SOUD-SET ASCAICIRS, AS DISTRIBUTED BY ALL POINT SCREW, BOLT * SPECT&TY ON. 12 STORM PANEL INSTALLATION SHALL COMPLY WITH $PECS INDICATED IN THiS ORAWING PLUS ANY BUILDING AND ZONING REGULATIONS ROU14DED CORNER 0 ENDS Of PMEL'S I f . i-- __ 4,1 _ ! � i L '� � I
<br />I ANCHORS TO WALL SHAUL BE AS FOLLOWS %W & OW ON SHEETS n� 6 A, 12 RESPECTTVSLY� SHALL HAVE A -�EICSLE AND RFAMLY VISIBLE MARKING INSTRUCIING OIRNER OR HEMMEO, 'L I � T_ I I I ; i
<br />TENANT TO `%ECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PETWESa Or HMRSTICANC WARNING '_� - I_ 125 DET - � , , � .
<br />1 ,
<br />,, , _', L T L ,
<br />:�__
<br />�
<br />lo� EACH REGULAR STOW PANEL WN14 LENGTHS MR &-e THROUGH 12'-4', AS PS SEC4 Mt 6, a. 9 & 10 AND ALTERNATIVE% aw, I , -- � ",5. 091: � I I 1 't DEW I I A
<br />" - ,
<br />STKWH. . 0150' " I R a I., I . I- _;5 ill— ____ _. A i 1 3:
<br />7,51 , - t—
<br />u. , I I
<br />I : I
<br />// 1, --- 11 �co,_&,'] I i I '11,_� I 1 " i i - I -
<br />il J _L� 0 12 0
<br />lm,�, ('��Ooo Pi�) PROVIDED BY THE JURTSINCITON WHERE PERMIT IS APPLIED TO END UP W1 HEMMED EDGE, A 6� D�M.�(&�@,O- - !--I-- __ i , I 1 1 I . f _ __ 41 1 i a I=
<br />- , 14-10� PARELMATE FEMALE 10 & PANELUATE PLUS ANCHORS, AS MANUFACTURED BY FILED CONSTRUCTION PROGEOTS, (N.TS) ne k16) .h. Hug (�) Wu!.� (�) ANGLE (4 ANGLE wrrH srup @ mom wo I,- -Ai. , - I i�_ . , I 0 � ,* � W 4 . I � -1 J. L I I I =
<br />(ON I S350 P� I') 13 (A) THIS PRODUCT E�IkIUUATICN DOCUMENT (PE [1) PREPARED Sv THIS ENCINFER IS GENERIC AND DOES NOT, PROMIDE INFORMNION @4-04 (�)-), , I- 11 LJ
<br />-
<br />, IFIC PROJECT, I . WHERE THE SITE CONUITONS DEVIATE f, ll mp _ � :X , " 3' MAX �
<br />FOR A SfIE SKC ICU THE P.E.D I I N, i/4, 2/4, 3/4, 4/4, 5/5, 7/5, I' -
<br />- 1/4�0 C="A4P ANCHORS. AS MANUFACTURED By TRV-FAST CORPQRAT*N (IF-300 P�N,) I _ - � VARIES � km� C�
<br />(b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY Or THIS I SEE DET. . IW/10, 2W/10. 3W/10, 4W/10, /5 -
<br />A 1) MINIMUM EMBEDMENT OF TAPCON ANC40RS INTO POURED CONCRETE SMALL BE ! 1/4-: 2* 'OR PANSLMAIE VENAL PRODUCT . X4, 1 �
<br />10 AND PANEIALTE PLUS AND 1 I/4" FOR CF TAP' -GRIP ANCHORS E BASED ON TT111- PZ.L, PROVIDED HE(SHE DOES NOT DEVVIT FROM THE CONDITIONS OETAItED 00 TIHS DOCUMENT � - = _E__A 1/14 & 2,M4 0.344, ,9P TOO EMS 11 .0se '374, .". -I 7SO' - SW/10, 6W/II & 7W/1 I
<br />__ , - 'I 3'. 88,_ t -, �_ I .210' �
<br />CONSTRUCTION SAFETY AT SITE IS T14E CONTRACTOR'S RESPONS3811ITY : T I PANEL .1 . I .'" __ I
<br />� ,-- " __ � -11, zV-411-11I.-I _j 125* , ,/.,*-= 30. wua _-__1 __ - - - ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS a & Q- '-- L' __ -1 ------ - __
<br />'
<br />� ' r
<br />: ; i �,,O. __ "� I aw Filyum To
<br />2 . .- ---I' I
<br />A;!) CA1X4 & 9DUD-SE1 ANCHORS SHALL HE EMBEDDED 7/8' INTO THE POURET, CONCRETE NO EMMOMEN1 INTO (c) NtS PRODUCT EVAULIXTION DOCUMENT WILL SE CONSIDERED INVALAU IF MODiFTED, L t f , __ " f ��- - FOR *GCO SEE SECTIONS ON SHEETS 10 III 11
<br />- 1- 'T, I
<br />:__ ��l
<br />�
<br />STUCCO SHALL OF PEROTT,ED 114� 0-20 SCREWS USED SHALL BE 1 1/2' LONG AiVitmUm %"W 57LPXO EXIST, . . 1.07,1.063* 375- //__A_3_1_';__1, -_ � �.B:O- I ANGLE * 12 'Ir CcL
<br />I 1 -62-N, I 11 - - 8.--f f - - I
<br />NO " MUM114 FOR ' FIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENG L - - - � ) - - ,� , 'il-I I .1 �
<br />WALLS " NO �TUCCO. AND MAY SF HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD. Ull STrE SPECT, NNFER OR ARC-49ECT WHCH WILL BECOME THE � 1.071 .
<br />. I 'R��., . 67" f
<br />MIT WITH YANG HUTS, ENGINEER OF RECORD (E.OIL) FOR THE PR,QR:CT AND WHO WILL BE RESPONSIBLE For, THE I__L __ __ , 3W 1 , 00'... f I-scol
<br />ID T ..� '_
<br />'.
<br />PROPER 0% OF THE RED. DiGINCER OF RECORD. ACTING AS A O&ECATIED EMOMEM To THE I 5/16-P Hm FOR t � , 1093 ", ! , 1 015* rk- " -
<br />A M IN OkSE TKA, PRECAST STORE, PRECAST CONCRETE PANELS- PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON N.t PET) ENGINEER, SHALL SUBMIT IO THIS LAtTER THE Sat SPECIFIC DR.WiNQS FOR "�E* 1gruo LoexTioK AT ____ �L ; \� - ___R I 123' i . , 750* 1 LS (1) & 19 ELEVATION
<br />' - .
<br />- L "'CRYFAKO'c"B"AP '_ � LM' ) I J-I .080 __ r
<br />EXISTING WALL OR FLOOR, ANCHORS SHAILL BE LONG ENOUGH TO REACH ,HE 4" STRUCTURE BEHIND SUCH B57 . i L ___ I � - I
<br />PANELS 4RCHOWE SHALL BE AS MENTIONED IN A 1) AND IN A.2), W NIS P.E_D SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF 114E PROFESSIONAL � _- ILDGD- � ._' -084' 1 N.T.S.
<br />-_ _ITm)
<br />(0) P, ENGINEER OF RECORD WT PREPARED IT 7� Mo. (�) KEY HOLE WASHER - 5.0 ___�/
<br />AIATML�" 14 SHUTTER MAN,UFACIVRER'S LABEL SHMu BE LOCATED ON 4 READU MSIBU LOCATION AT STORY (R Ve *F' TBMK M ELAI BAIED
<br />�9WNI!NGHO AS MANUFACIUMED ITT I T W aUtLOEX. NC. ,/4' CAP
<br />NSAKC"OVS� AS hWA0fACT1IRED BY DEWAL' RIC, JON. )'�iSW F,X�,l PANEL SHUTTER IN =OROANCIE WITH SECTION 17GR 9.3 OF FLORIDA BOILD)NO, CQGE� ONE LABEL : -
<br />IV . � 7/ir ONLK-kP -.063* (�) 717' TRACK A14GLE Z671
<br />_71 I 'PECALly M_ SMALL BE PLACED FOR EVERY OPENING, LABELING 70 COMPLY IWIN SECTION IJKID�9�2 of THE 0,036 ) Ow 'r-111-1 ,%00111JUMN W17TH SILID I (W Dow - n5u VkUN7 -I
<br />/I"- A S/4' SOUC-5tt ANCHOR-, AS DISTRIBUTED BY ALL POINI SCREW, SCHT .& S fLomm BUILDING CODE I CAL ANw%M �, .� __ - %, _4! I
<br />/1--X - . I
<br />(O .1, NICUP-0 -opiIIINING SHALL ONLY I = - ) 0 "o-V , � �- 1. 1�11, ----------- - - L' Kip i,w\ I
<br />N - -1 ,,,, � ."
<br />114 IV THIS BE Mo 10 I L " �_!,Q#,'ts�
<br />RATIELMATE FEMALE 10 AND - _Mk, is- ,GNG , "91 I
<br />, PANFLUATE PLUS ANDICAS. AS MANUFACTURED BY U.00 CONSITTLICT"ON ,� V / �, . . /qpNj
<br />PROOL, NON f'2071 P�.Ll) WINNUIllio % I MAIN PERMITS IN ME LATE OF RIDAJ I I , I� � �
<br />IF C G ,00 ___f2__ 1 4' , 3 e* ... ,)��tryse -.. . , ��P4� 1 _,Z_��
<br />I , 5'.1. 2 "; 1* 'P % 1/ "llot. # A -
<br />- /4- GF TAP- PIP ANCHOAS� AS MANUFACTURED By TRIJI-FASt CORPORATION I .37r, " ,�Jlv . �- - -, � '*'*" I I\ ; % 1 MAX e I
<br />- � 0 - .,B, �r - ,,, - . i
<br />,A'�Atp " 1!4zi I � � It'", ._ -
<br />S. ^ � L_ � ' W
<br />_,� 11-1, FLORIDA BUILDING CODE (HIS _ � - - Z - No, 4416 ,., - I
<br />B 1) MINIMUM EMBEDMENT OV TAPCON ANCHORS. ELCO PANELMATES N40 Gr TAP-G" AN�HOR, INTO rHE co4w.-"��G �;; IT Velocity Hut IcIoNe Zonq)l � I :� it .37 , 7 � f .A ,
<br />� , r�;,?, �. i ___ _ � 1 S7 =*' :*i I I �.�. ... igh Vviocity Hur come Zone)
<br />.
<br />.
<br />BLOCK QUIT SHAU. BE I 1/,;- - : ; 1i iCM20 k7OX, INC 20 GAGE GALvAWED STEEL STORM PANEL I., L L - - I --- _, ( \11"Ll = * . � FLORIDA BUILDING CODE (High Velocity Hu Icans Zore)l _(D .� ,�N � A' ' . _. FLORIDA BUILDING CODE High VaJoCity Hur
<br />f* -
<br />'
<br />9.2) CALK-M A, SQUID -SET ANCJ�ORS SHAU BE EMBEDDED 7/8� INTO ,THE CONiEPETE BLOCK UNIT, No EM - NO. 4 1 7 I I — =M-11 063% '� ,_ ,-j��,, NICKEL I rm 744 M Sk �s�. STATE OF ., Win. nTSXL M 1 " by. I _� IS .2m 7ARI M. 20 GAGE GALVANIZED STEEL STORM PANEL F.P
<br />9019 � S I _____]]�i�. An - �, 1875' - WINS NUT .14� 20 GAGE GALVANIM STEEL STORM PAR 1 :*, No 441 '
<br />'k,
<br /> , DRION 67 -, z DRON 01`2
<br />EiciT, "t, I MHAK-W FORMNAJ_S 07� NO STUCCO - . .,,,_� '\ GLOBAL PROTECTION PRODUCTS, U.C. ' 0 lk v,'-.., in 11 �*19 �0` I Z I* = __ —
<br />,
<br />. , : -
<br />NoD FRiCCO�5t(ALL BE PER ltTO 1/4* 0-20 SCREWS USED SI.Al BE I 1/2* LONC MINIMUM SH �_. - - , / 11LIECOme 11 __2ft__ ___21O0Q`_ (�� KEY HOLE 11, . - �_ IT/ 1 N Z *,. � . . GLOBAL PROTECTION PRODUCTS, U.C. "'V"
<br />STA S.. 11 STTWS AT ?ANE -_-� GLOBAL PROTECTION PRODUCM = or ,
<br />� _- - &Z TILLIT � . 0113%� D.m I W, " 'A _,% , %TE .., wll�
<br />,..t�W
<br />� AL r.16winc.
<br />'s-p".. A40R 1;1� -.* 11ow- (01)�11.4 PAL I.A.-en, -176 1 04,1440 / , � I L
<br />9-h - --.-.- 20 041 ) - - __ - / 11LIE V Note, \ "M SW. til STREIT �115� - � 0wo S*. 51 Twori
<br />F, alw, P-, DMAC R_ n3l. I LUT TVFRRQ & R!�IKOVNNIQ I'A CAM, n- =L" -176
<br />- . - - - - - - �_,_ "-IWI W., tm)m-� 2 M.— -.M� T�W�-,liw 'm (0."erni? 20
<br />, , _q� — i - i ow-- M.1 � 1-1-1 allmilmciiw li�. 8,9, ."'r - - - -1- - KN -
<br />""a- -- I- " - PPQ.�.W., I- �� S 2*X7"Xl 1A* ALTERNATIVELY, LSE W"Wo NUT */VUT TMUT TICIRING & lonNKMERINIF ~AN& , ('�. 0-175 !� �10% A ) R ktlw".� _ _AM,gN
<br />I'll 115 j", *6_ .1%.4411"RI10", vIALTOT � I-'r '. ALUMINUM ANQ . WONOUTHic WASHER W/ Amunwi - - C.51— - � "I le� , * - _00 i , ,a !..1 I - ! - DRANK; -
<br />_Occio - 0P,MAL/'iNO'n/", - - - I - I .- — 1 -
<br />- ", I - I 1 - - —�- - if. *6 W4.101 � TIME At,
<br />_____am -A .1 P-9 . I C. to
<br />. .2t v . , I - 7/rft3/32- W-SNER INUMUI-A ,:A�N` -
<br />STEEL OR NICKEL P�Tm SIM) W t- F-9 -- - SWUM 2 R, n 4 41110% ;A, . - , �
<br />_ I - .=�u 0-MOC � . I I - I - t9i__ E - _1� _ am M I it I
<br />I I I I I I
<br />WMAUATION DETAILS
<br />FOR REGULAR PANELS, 1) &L JA
<br />—
<br />INT-Q EXISTM POURED
<br />CONCRETE OR _01INGRETE BLO �T_RIICTURE$ CONCRETE AIKRIOAS
<br />CRETE ANCHORS
<br />Coll
<br />T_ (ISE ScHocuLt ON
<br />, sism a nalicivoi In
<br />CONCRETE ANCHORS
<br />"" So" ,
<br />— If
<br />_�
<br />� 1 - I'.
<br />(sm sci-aint ON -\ 7
<br />�IITMROUMKIH 7
<br />F1
<br />EXISTING -, _ 1.
<br />:"n jl�ll
<br />C 41
<br />\1� ,
<br />�, �� - 11 ��,
<br />1
<br />CONCRETE ANCHORS 'N ' L
<br />", � ,
<br />,_ - -_
<br />(SEE SCHEDULE am - , 1�1_ EXISTING POURED \ '_ I C4)
<br />SHEETS a 'UNDLOW 0) _� i -04 CONCRETE REOLTROT, --"--'
<br />� - - I .
<br />1� . -, " Mi,,.- , C,r,
<br />; �, 1 7 \ '. -
<br />, .
<br />, � ,&w
<br />""
<br />- A - � � � I It, - 1
<br />7I, MuT - ,
<br />,,--- I-C-1 - I __ _.r"
<br />---
<br />I �Q.
<br />I
<br />t /4
<br />t __ _6VrS%:`US
<br />� - L. J. �� � - , � . � ,
<br />,.��
<br />-,- --
<br />-!
<br />____`1 _T A".
<br />;
<br />t -
<br />,-. -------
<br />- IUlX . .-_O� -I � -
<br />__ - I
<br />=Po-np, I- :
<br />��
<br />1_1��)
<br />I 1i �
<br />I I
<br />I
<br />�
<br />� I
<br />, , I-
<br />I 1, 1 , -V4 1 � �� I
<br />"_ �_�i . Q7 E-h 11 -
<br />l -
<br />"'S"No POUREQ , I 4 �
<br />�
<br />r,
<br />�
<br />KO-M il
<br />I . 1 '4 cN&
<br />,
<br />4 .1-1
<br />a
<br />I
<br />11 -03
<br />I � �
<br />I - � I
<br />1 � ,�`
<br />CONCRETE AEOUIRCT,! - I � - - I 1
<br />� "I -4 ;,
<br />1, , I I R I
<br />I
<br />�
<br />"�-,"3",
<br />�
<br />I
<br />I I 9
<br />., %11� ',�_
<br />W ; I 4=191.
<br />��� I
<br />r.", 11
<br />6
<br />I
<br />4 �� W. r : --T
<br />9
<br />- Sc.,.,X
<br />-.-
<br />�-'-,.�- - 1 01
<br />1 ver, PA. g . Even 5110 0
<br />I i ,� ,a .. 1 'T i/21 Oc
<br />i sm .t I
<br />'S
<br />A -11 M" i
<br />I I
<br />I
<br />t A
<br />- -- ON, : � 01,
<br />1M%,=&W I
<br />I
<br />l`VP1114 J T
<br />�,,, I
<br />=---Jl lw,___ I
<br />- 1 10 -
<br />i TO a1w, � - I
<br />_11�' 7 T ,
<br />�
<br />__1 __
<br />I " - -
<br />4 ____ -I--- I ti!
<br />i
<br />I 9 t
<br />,
<br />k
<br />I !
<br />1 I
<br />� ,�_ - -;"- __1 I i = ---- � � I
<br />A
<br />I
<br />I �
<br />i �.-
<br />! I Q) A
<br />!77, t-'T i §
<br />I i
<br />I -1
<br />,,- !
<br />,10 , .1
<br />- !
<br />EXISTING POURED I . - I
<br />- -1 t
<br />COMMETE OR "I
<br />�� I W= 4
<br />CONCRETE BUcc. 1 -
<br />REQUIRED 11 ;,
<br />� frW
<br />i ! E
<br />i i �
<br />: i GI
<br />1 1 i
<br />I i ___ w2n
<br />I �'i
<br />1 04�`Tlc. i
<br />I Ay
<br />I - � i - - IN, �,
<br />k
<br />! 4
<br />;
<br />- -_ - , - ___ ,
<br />; I - , 1 -- - - ----,. - I ;
<br />I It I I I i
<br />I U6-� ! I I
<br />-- I � I i I I
<br />;,Kz;.I�-tr I I , - -4*C1V.1 :
<br />T i �77!17`7-,7
<br />� -�,� .2,/r.l, I 1-1 r"A 1 . LX=-
<br />I'Z'� i K-1 --* . f
<br /> ,� I �.� *_ rAuT Sim .
<br />I �� f I
<br />ED EXISTING EO, �� . ,� ,/2- iLc
<br />-
<br />EXISTING P 11, -
<br />-_
<br />CONCRETE 040- , !I _L-L, - - - � _ -I =Mff � ��
<br />-11 CONCRETE BLOCK I
<br />cc" BLOCK
<br />t,
<br />1
<br />I
<br />�
<br />2
<br />;_
<br />I ,� .c.6
<br />4�'
<br />— __ _!
<br />_-,
<br />'41 __ ,
<br />REW ;
<br />O. �11�'�, RECURED ,�`
<br />Z
<br />I'To I
<br />4� ?!� ,
<br />L=L
<br />j
<br />., "
<br />"�'. ,,,�,, � -�t�N�� ,,-,' -, `��, ��,�-
<br />, _ , � ,- Pz� - _�," , .
<br />_?
<br />EXISTING POW � " , -,'�r"�,��,,'A _,�, - �,
<br />'-'I,..--
<br />/, 1/1.
<br />I [��_ I r, ,-I. ,,,TT.- k _J,�N ,
<br />I W, -1
<br />�* ?�� � I �
<br />,_ 4_ - - ---
<br />�,�_
<br />CONCRETE - I cl,
<br />�
<br />��-, t, X` -- -
<br />I
<br />/
<br />__ - _0
<br />I
<br />�
<br />I ,,, �
<br />CONCRETE ANCHDRS 4- �
<br />� �
<br />REQUIRED M "CHMS ,' � Tw -c"I'm
<br />E O. ��'
<br />� O.
<br />�,�L,
<br />V `W`
<br />I -11, I� - 7 ,�,.� I -
<br />I& i , "ll"
<br />1, �, W=
<br />- " -(A)
<br />CONCRETE ' : ��F
<br />__ I &
<br />57AGGRED W/ STUD ig - - T
<br />-
<br />('SOINCRCHIEDLU OW- ' I I
<br />Aq`HM , . FIG - 14A 6. f
<br />S , r
<br />(SEE SCHEDULE ON- ,\� 5u Wfow ON— I", * ftc
<br />C
<br />Ma SCHCAALE IN
<br />germ a Tioinixii 9)
<br />SH-_M a THOMM, iq SHerm a THROLANI 0)
<br />SHMS a THROucH 9)
<br />-
<br />WAiWWG
<br />SCALE 3/8-1-
<br />SCALE 3A�1-
<br />BUILD OUT UOVNTING ALIERNAIL 111? OUT MOUNTING
<br />1 3/8-,. W%o
<br />"--- _11___ ____
<br />,
<br />: _`
<br />-
<br />I
<br />I 2
<br />EA - EDGE DISTANCE
<br />I =� i
<br />cCET III --�D i
<br />I
<br />(SEE SCHEDULE ON
<br />I
<br />1.04
<br />sm,VROK
<br />: I
<br />SHEETS a & 9)
<br />V iRAM, I 9
<br />I I
<br />I
<br />t
<br />I ?AVZ.*
<br />1
<br />.- - -_-
<br />_ ;
<br />,
<br />EYM STUD 0 1
<br />il i� � "' "" , ;, g
<br />SE
<br />TOP & BOTTOM MOUHTT4��
<br />:___Ir
<br />"'oollINNIN,
<br />OMERNED IN ANY WAY TO UIT X,
<br />�..!�-._. INSTALLATION
<br />� _i_ .....___..J
<br />, � - - - ,
<br />- , 1-1- �_111_11. lo��
<br />.. -
<br />, I .
<br />. ,
<br />U
<br />. 4,"�..g-_,�\:��-,,�-_ .
<br />,\ ,,
<br /> - _ � 11 , ,�,
<br />,�,�` I , " , ,-, " � �
<br />I .
<br />I . .
<br />EXISTING POURED 'In
<br />CWONKC -LS/4� ,,.,
<br />REQUIRED. 7-�--la__ _,�,�
<br />I �
<br />- 1. .. FLORIDA BUILDING CODE (High Velocl!X Hu one zortv)l
<br />i *: . i
<br />- . I ., = wo" T'Lirm, "Nic 20 GAGE GALVANIZED STEEL STORM PANEL
<br />Ar : � I
<br />I Will' I
<br />SHMM a InFroucH 9)
<br />S �
<br />Ic J-. .. * & ------ /
<br />TATEps- � It
<br />, - - -
<br />,F.N ,
<br />"70
<br />"'W"Me"'
<br />CEILING AMD ELW R MOUNTING
<br />S. 0,
<br />- ".
<br />, 4 C. \ GLOBAL P . .
<br />S ::6 " - , IL ECO,m ROTECTION PRODUCTS UZ
<br />I
<br />, ... ORID . , ! , SWI 51 STREET
<br />'. __
<br />�
<br />.,--
<br />.. FtT I- _. - nc."'. a X WE, FIL 31314
<br />i CiW_C4,_, I--, - _=1=01tm
<br />21 1 J1.
<br />�.,, ,18�,�
<br />SO ,A�,�
<br />- PHORL (O-)68-7b�al ra (-b,)M-OM
<br />! OR; ., �__
<br />- -I- 004.1-INT �
<br />111"lintif" , ' Ch- 0 OW I 9 -.1 A,-, I - I - . I -
<br />�
<br />SMAWOMIWIMIC __E.�aE t�m 10TAWII
<br />. - - - - . ., IN,
<br />l =
<br />.
<br />., - " I ,
<br />—
<br />-
<br />J19N DEJAILS,EO REGULAR PA LS & IA DO DETAILS FOR INffA=0N IN PLAM MHOM
<br />INSIALLA
<br />11010 EXISIING POURED CONCREILDR, ON RE-TE LOdK 5IMIURES Q20M 0= OR W=
<br />,
<br />M=X11P700LMATE FEMALE 11 O,W,RN,E AX,MX, - - 3/'
<br /> P . VAUD FOR F&LM UEE SM AND E-Z HAW MN Jvm
<br />. OF W-Cid" �
<br />� ISEE — 0. - I �_Sii; 11 1. ---�
<br />LEE SCHEDULE S ON, A SHEET 11 1. M V 1H -1
<br />" 11\
<br />I - SHEETS a I.ROUGH .) \ ,��,�` -1., - -
<br />_ ,,,
<br />J t* _i . � � Mir, - � 1,� - - *� " 4
<br />I , I
<br />I ,�� __ - __ __ - ___ -, F " , 1/2 QW r L, CC
<br />, - i i I " __
<br />— I
<br />1�1 I �,_ .u., �== ; -
<br />X_-1
<br />�
<br />--r-9,1i - � I I , T _K �
<br />_ __ - I
<br />� i I
<br />-
<br />O "', kj� - I o-
<br />=&!N`U`ND` -11
<br />..� f � E. -�_ UF 1 —W-1..—.- -I - il)_91
<br />; � � , __J
<br />i , 1_.:=Kr
<br />i I �:,, t�
<br />I �
<br />i ; ". � I : 13
<br />�
<br />1 t� "I � _ I �, ,-I .(I
<br />i ,�; I , - I
<br />� �r .C11 1� r
<br />1
<br />I
<br />f � :1 i e .L_�14� III. I , I
<br />� � l I -_ � ,-- - �l
<br />I
<br />- � I Li"Nitt.- �Ll
<br />,Inlz � O_ I l � ,
<br />R
<br />g&ZWCU __
<br />�i .,r � ___ 77 IN, -1, - - . J I
<br />; : -01 CONCRETE MOCK 1 . I -ir
<br />I - -)
<br />IV
<br />ii 6 ROVOW. I Gi'�
<br />I
<br />- - �� I - -
<br />I I
<br />I � CA Ile -
<br />&A*401 ` ..!:rs
<br />.... .. 7 �P%' I I W— __~
<br />11 , ,I,- I a L _' 1 1__11_1.. --I
<br />� _ i .
<br />- '�;e - - � I I
<br />I g" I I QA"7��N),
<br />'w". 1,
<br />.
<br />I "`A`.�r i;i M-a-11 i 9 -7 I
<br />M__iI i =Erm- - -Ap -I- 0
<br />__ � __ -0, i I X� -_11;1
<br />- 'I — - -1 I 3a 1X,IC`IA1 i '"' - =.V,r�. I ur .
<br />- ; - I I - ...
<br />; 1.____Y', IN 0 I N*""L - 0I
<br />�1 t - , 5 - I
<br />. i __r , (1-0
<br />� IF - i 01 i 1�, � ecue"I
<br />I ,
<br />I I - - - —
<br />R. : i ": ir. \
<br />1
<br />I I R \ ��'/' -i
<br />.�rl. 1� I 4V/1 I � — � ___�
<br />i 1 - - - - 1 --/17-1
<br />�1; 21 1
<br />__ 1 7 M np .1 i ,/ ,,\ - Cl 0 11�_'
<br />I - :1
<br />1-1 i ;_ _�-71'-T7`;�,` 1 - ,;"i- - " `
<br />, -;,� I I , - I-
<br />DUSTINS POURED E'D. ,,", I ,�, L : _/ inrm=
<br />CONCRETE OR - - f ;� ; I � �.' 9 I � CASE PA MM)
<br />I I i ED " I .
<br />CONCRETE SLOCK POOPEO 1.
<br />REQUIRED. � ;�� I "WING "I � C-L I SCALE a/16-1- CASE 0 (P
<br />--- � I
<br />I CONCRETE an � , :� I ___1___ --I SCALE 3/16-T^
<br />I
<br />.,� �-1 � CONCRETE BLOCK ," �; i � ..
<br />I . � - __ zar=.
<br />, � - REQUIRED I " P -Ir— '��t�_ �evn 0 �Fo� i'� - - - �
<br />. ! I " 1 4 4 m- F
<br />,,,,� - I— - I -1. I I 'I I; 414 .-. ,W
<br />'
<br />, " 1� =-"* '"" MO
<br />11
<br />OlIX-IN OR PANSIVATe , ,
<br />RUNS ID AND AN5 -if 1�'� I 0001I AKKNOXIT _� *M_ 1',"� ,� - , mp , ..f== I
<br />I I&VAL � ...
<br />SIM ,,, = t.—
<br />PLUS OR OF 1AP-o" , , �,_��,".',,�*,��11 I . -1-1
<br />(�)
<br />[
<br />= ScKtKILC ON
<br />i 04 SAM a THROUGH i -1, i
<br />WAII. MOCK (DAW "I, 'r � -
<br />BUILD
<br />I - " ", -
<br />mi rUNTINQ � -I QVIRUIP RIV00- 1, -
<br />... 'AND, im
<br />SCALE 3/6-1- §-02/K. 14 ol"Wo W" -A \.0 �a) �/ 0
<br />1 - I =
<br />=
<br />KI
<br />Wei
<br />F EXISTING * NEW I- WIDE . MARES . V# D. -t EDGE DISTANCE , 'M
<br />, 620UININC , 7,_ 0
<br />� i .0
<br />I
<br />,
<br />I � THICK ALUIL TUBE OR T' - SEE SCHEDULE ON, I
<br />ICA
<br />- I - � -- .-EXISTING STUCCO/ P T� WOOD PLATE SPAM . - SHEETS 8 & 9) - - - . � maypoll)
<br />I i, , WOOD BAND 11 I
<br />- - ��: I 01
<br />�� � * NEW I' WIDE � VARIES a 1/8' �_, I==
<br />,,, 9_Q!1_ /
<br />JES
<br />I -- I" &W, TUBE OR 1* � VAR 'X : :
<br />, " " PLATE - - TOP & BOTTOM WOLWT114GS CAN BE
<br />"' SP "I
<br />I � I
<br />, / BEHIND TRACK I'll
<br />6 ,:' " .
<br />� I
<br />: COMBINED IN ANY WAY TO SUIT ANY CASSA4
<br />� "
<br />"
<br />. -, INSTALLATION.
<br />(5a SCHEDULE c,Y
<br />-j . T I SHEETS a "WOLO, 9T � .1- - - ,
<br />I ��,�, 11 K rom,
<br />,
<br />L',,
<br />-
<br />I -MCK C Z;1�5� 4K�.R A. T1Qf,1,,.
<br />- __ I � ,:,) i
<br />. __ , "
<br />g6 I, 7��, ,_ 11
<br />= L-1
<br />.
<br />EXIT*, 11RO , ,J,NcT`T.r I :ZE�_12._�11_1. FLORIDA BUILDING CODE (High Velocity Nu cone Zone)
<br />T= 1 112;.�, CONCRETE BLOCK , OXN, , &= M a
<br />_�.ctvn� ..R.,Ri � CONCRETE OR " w7ip� I % 20 "CE CALVANiZED STEEL STORM PANEL
<br />�111 I *. c2m Itnicc � r,,,.
<br />". .=) 3 . '"" S ` No 44167 " = VRINN
<br />REQUIRED W nMcK,,, mocKr = . I
<br />All SECTION X_X 2 *. . s_;--,
<br />, �,
<br />= : * (�__iG ��'S__ I 0/14/20
<br />SCALE 3/fi.,- . ED - -_ - GLOBAL PROTECTION PRODUCIM LLC, - S�_
<br />S -` S or- - - ,�> / IILIIECO...�
<br />, -,
<br />� � erg$ _�O.*
<br />'
<br />REWIRED JQF QR � ". 61 STRION
<br />AO - ., owl N_ 3331,
<br />�
<br />� �, hU,M TESTIMIR .
<br />19 V
<br />.. , A IDIN
<br />. , tKootum" .0NI IT", l",
<br />— - - M .. - _750� fw 20-176
<br />, I ..... ��Jqr i V.t.t,:: — . M C.T..,-
<br />- , � =_!IC,
<br />. C.-MOS712 I
<br />Ni4T,AL>i*A�/WW,.RE/I*TC
<br />-1 ,
<br />. . - I � �- - � �;-_- L__J
<br />. LWR V%�A. TRUTT 11, PX_ � I - n,_ IS&M .
<br />A a 1216-7
<br />- __
<br />.
<br />INSIALLAIM
<br />DETAILS EOR REGULAR PAMELV�
<br />INTO EXISTINO POURED
<br />CONCRETE OR CONCRLTE
<br />BLOCK,. .�JRMQTURE
<br />ANCWORS� FOR CONCRETE SEE SCHEDULE ON SAM $1 -, _
<br />7 -gr RED CONCRETE
<br />__M M"CIECK
<br />0
<br />__?I�
<br />R r BLOCK
<br />- - -- - ----- ------- _, - - ..... .. -
<br />FOR WOOD SEE SECTIONS ON SHEET 12
<br />: REOCONCREIE BLOCK
<br />e URED
<br />, . _ _ — ANCHORM
<br />-(scr SCHEDULE ON
<br />� REQUIRED
<br />I ___.__rKSREI1
<br />.
<br />� � I -
<br />. I REQUIRED
<br />I - I— M
<br />� � W.-r-I T
<br />:3, Wit, �
<br />2.6', 3* M..'
<br />'. W. W
<br />- - (MIN. ON" - -1 WHOLE WiLEY) k 9. M "a wa 1, I&I. I
<br />. -
<br />r*X0 WA -
<br />� I
<br />� SIM 9)
<br />I I
<br />.
<br />i I .
<br />I SEE GGHE=
<br />I : SHEET 9)
<br />. I
<br />�
<br />7 1 SHEET 9)
<br />I
<br />c
<br />� - OJIL � ; !
<br />11 - , I I I I --- T_
<br />0 I � - T"� i I .
<br />� : I .
<br />-1
<br />C -, _.- ____
<br />I li�
<br />. � I t
<br />$
<br />I -1 _ - _1
<br />L �': ,
<br />;
<br />±;� I
<br />I --------- -
<br />� j ��,�" i
<br />il, I
<br />I ; ,, . � 7 � � I I
<br />I I I I
<br />; -1 .i I till I - i I I- -
<br />I I � � - t 1 .1 . I 11 i '' !
<br />. � �-� f, !-� -, I 1
<br />� � ! , , I . � , I
<br />1
<br />_`�
<br />E---.Z� 'I �
<br />- , I
<br />I
<br />C P I
<br />I I
<br />I "I
<br />I ----p,
<br />� I , " ! �
<br />I I � i 11, I L I ; h i 1 � � I
<br />:
<br />I : : � I I i I
<br />, I
<br />� 1 1 I; I' i . .
<br />; ; 1 . �
<br />: I � ��! �
<br />. .
<br />I
<br />""
<br />i
<br />1�' i
<br />I'll �
<br />I
<br />I "I � ;
<br />i I
<br />' I I
<br />-
<br />' i
<br />! �_' I
<br />� ,,,,,,,
<br />;
<br />� I
<br />'_'�
<br />' '
<br />I : , .
<br />' I
<br />� I
<br />i
<br />I ; I I � � � r , � �
<br />I - I SOX
<br />I
<br />� [ � � I I I , � : 1 OF %*
<br />. 1 1 I : I I 1 � ; : i � - .
<br />I � I �
<br />,
<br />-
<br />I r- -, j ,3 I
<br />E�
<br />I I
<br />��'� 1 � - 4,v
<br />� ,D. ,,,�', I
<br />r ,,
<br />! �
<br />,�, --a I
<br />"
<br />, , , MAX
<br />i
<br />I - _11--J-� �_� .,�_�
<br />� _ , ,
<br />, L
<br />-r - �; ____1__.I -1 I 11 -, --. ---I--,, -,
<br />.
<br />1�
<br />i
<br />I !
<br />��,_ , ,
<br />, � I , ",�, �
<br />- I i
<br />I I .
<br />I �,� I I
<br />1�
<br />-'$, -� -�,�,
<br />�� *,,,M,,��, , 1 1
<br />1"t� I
<br />i
<br />,�
<br />_ �
<br />� � ; I
<br />I I
<br />_�, "IN � :
<br />"__
<br />_T I
<br />I
<br />, I , - ,
<br />� I , ] , , I i � i i I
<br />. I �
<br />,
<br />Z ,�, !LIL OQUE W/ � 1 � I i K I -
<br />p � y , 71tril � ! 1 i I 1 J_;�,,; ,� � � ! ,
<br />,I 'I , � �
<br />t � 1 0 " , --I,
<br />A - , �, i
<br />96
<br />I *',=," I � !
<br />, I i "a
<br /> __1 -1
<br />F W �""" - I
<br />-9-
<br />I V i I
<br />I
<br />I I ; �
<br />I Ir 9
<br />i I
<br />4 . L
<br />I ___N, i
<br />I- ';my'. I I ! Z
<br />1, - . .
<br />I � ,
<br />, ,,V�r
<br />�4,1 E,C� � � � 4 � � I j t
<br />i W04AP A , i , i, ... � � _ J
<br />, , , i i
<br />� __� _. - � � I � , 'I , ��� I
<br />� �
<br />: I t- i I. 4 � I F;, � i � : 1 _iA ,
<br />- � I �
<br />I I J , , 1 � �
<br />I i
<br />� I
<br />I
<br />� , _�.
<br />it
<br />i
<br />L, - - -, " - I �
<br />. � , ,
<br />, � I �
<br />I , - I _... _ - - �- , -
<br />1 44
<br />I , t ; � I I � ;
<br />� I t
<br />I __ L ;
<br />I � , , � I :! , � � �
<br />_ � � , � . �. � , _ 11L , � : I
<br />sox
<br />I b�
<br />"I - . I L, " �
<br />! � ,
<br />.
<br />� 4
<br />ii-,Z-.:t--','..0, (�. -k- - - ____, ,L,
<br />:
<br />lovow I
<br />__111 _1 i �
<br />T
<br />i.,/,-'v--,W/-,, i "
<br />� _____,
<br />I 7 I—
<br />I+" " �
<br />� i 6
<br />il-1-1 I T�:, .
<br />I C_ 1* I ,
<br />I �A
<br />, . 3 " i ______ - -
<br />I � ti
<br />I �
<br />1 mva,*� �
<br />I
<br />I 1 1, - - i -1, 1' - ,
<br />� '�� � : � , Or 'L,
<br />I I � � I ''I � , . 1 " ! Mo
<br />� 'I I ; � :; . :
<br />. 1 4�:
<br />I , I . I I ; � i � !t � I
<br />I � I � !
<br />I , � : %
<br />ly
<br />:
<br />__ -- I , i
<br />'-:-� �-_- --- .�_
<br />__. I- __,!�_:
<br />I I .
<br />--,,;-_-7 ;, ,�
<br />�
<br />16
<br />I,_.________ - -, .
<br />" , __ I
<br />F - ---- -, ��. = 11
<br />, 1�
<br />: I I
<br />I . r � ; I ; I � I I I I
<br />I I : I I I r I I !
<br />�
<br />I . I I � �
<br />L � I ,
<br />I � I -1t;
<br />8
<br />,
<br />; I I ig
<br />I : :
<br />,
<br />I . I
<br />I �
<br />11 �
<br />I I I � � I I
<br />Ln=��", I ------ T.- -
<br />. I
<br />I I I
<br />I I I I I
<br />� . SOX - . � BOX
<br />�_= I O,- V
<br />I =-� (a. ! ! I
<br />V
<br />; -
<br />1 . I
<br />=1� I Solt
<br />� i
<br />I
<br />__ Ik am Lem 3- t�
<br />3--w- 41111.1111011.142 11 Ot.
<br />- OiL.0 - 0
<br />OF :
<br />; (-D MAX
<br />7t=: -_ I
<br />� I
<br />I .
<br />I -_ -,.", : i MAX
<br />"I , - I I �," I - _3
<br />- 11 : i
<br />: Or IL,
<br />: ; MAX
<br />777777 '
<br />I. ,,I,
<br />______._ _ _ _ANCHORS: FOR CONCRETE SEE SCHEDULE ON SNEET 9 _ ,- _ ,, _�
<br />- � -
<br />:
<br />I '. ;
<br />i i 1, � I �
<br />I
<br />� -�� � : - (D
<br />FOR WOOD SEE SECTIONS ON SHEET i2
<br />I
<br />C �111` ,
<br />,�� I �
<br />I �,_ NF7
<br />I I � ,
<br />! ��, r.,
<br />- , ,,�, � !�� &C,12
<br />C,
<br />k
<br />L�
<br />, � i ,
<br />o " I
<br />, ,
<br />E, . " L
<br />I ,��
<br />� ",
<br />j
<br />; I
<br />, "' I
<br />, , '
<br />I " L �
<br />I , "
<br />- _
<br />:
<br />a ELEVATION
<br />REQULAR STORM W�/32;!P& a
<br />� , ;
<br />I - I :
<br />4 J4 I
<br />". �,
<br />� ""
<br />� �
<br />. I __� i . - __ - I _1
<br />- �
<br />� LE 'I 4
<br />"
<br />� I i
<br />� i
<br />� ::+ I
<br />J
<br />1/.' MO. CAP
<br />" i -, I
<br />i , � t:___J t --;- -
<br />i/, , - -
<br />,/
<br />I I /,�, M�.
<br />� : " i
<br />I , 40, �
<br />,�
<br />-
<br />" ,
<br />� I �', ,
<br />- ,
<br />� E " V. WIND NOT
<br />/ 7/8'.3/
<br />__
<br />� I
<br />, "_
<br />,
<br />"
<br />, ,
<br />�
<br />2.67'
<br />-I,------ - ______ -1 _.__ -, __
<br />- - _-__ -
<br />I �
<br />I
<br />1,
<br />I I 0 12 V2. ox�
<br />� � CONCRETE McHms
<br />--- -
<br />", - � �1'4
<br />1 � 1.
<br />� �__,�AL" ANCHORS SLAWERM
<br />,i
<br />I I
<br />� CONCREN, ANCHORS
<br />I . - -1. - (SEE SCHEDULE ON
<br />I ; I - (SEE SCHEDULE (A 1/4'
<br />� SHEET 9)
<br />�
<br />MAX,
<br />�u
<br />S STUD (SEE SCKEDLU ON
<br />HEET In
<br />I
<br />I $KV 9)
<br />I
<br />�
<br />I
<br />q - - _99=
<br />off OR
<br />SE01014 A -A Mg.)
<br />4�= M
<br />OR
<br />__ __ 7�VXWOW
<br />REQUIRSO
<br />so" 3/�2-.I-
<br />REQUIRED
<br />IR "LL MOUNIDN9
<br />REQUIRED
<br />ECT AND "L
<br />. � -.& MPUNTING
<br />DIRE0 MOUNTING
<br />IN51A""ON
<br />sigin"
<br />SCALE 3/8-1-
<br />INSTALLMION
<br />1LOWR
<br />Wigff
<br />-,�j,,Wr.I;,,
<br />A V� - IIW�11!1
<br />V
<br />,* ,9�.
<br />* ",
<br />"I '* ls�_
<br />1_1 ��, ,tycll
<br />-
<br />CODE (High Velocity Hu
<br />FLORIDA BUILDING cone
<br />Zonil)l
<br />ED. -(EDGE DISTANCE
<br />SEE SCHEDULE ON
<br />-
<br />HIM
<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />.
<br />i i i
<br />. No. 44167 ', I
<br />i *-,
<br />� * I�Etm"_
<br />r_0 � S ��>
<br />'ATE 0 * -
<br />,Fhoc mimc. � 20 GAGE GALVANIZED STEEL STORM PANEL
<br />-_ -_
<br />GLOBAL PROTECTION PRODUCTS, U.C.
<br />'�
<br />r.P
<br />ORMP, Wt.
<br />"W"R'"
<br />SHEET 9)
<br />---------
<br />COT491NED IN ANY WAY TO SUIT ANY
<br />INSTALLATION,
<br />_.-. "
<br />� �p .� .J1 �"Eg.. ,8%, 3*1 61 STREET
<br />, I C'e".. 'i 111 =,i
<br />- �' 041/;r
<br />S. , � � W., O.4na "
<br />�,;, r .. I � , I& (".0 '010
<br />20-176
<br />"'%' SIGNA' - ��
<br />"'11;,
<br />_��
<br />_ ,�,!_�
<br />I
<br />-.1 ININNO, I-l-W — I-
<br />- - -
<br />0KAMNa -
<br />NNoNt%*01�`--"`—T`
<br />,-A + --�,_Lg IM i " 6 OF a
<br />- -
<br />.
<br />U)
<br />"
<br />a)
<br />a)
<br />C
<br />M
<br />0
<br />"
<br />L.
<br />=
<br />W
<br />2
<br /><
<br />Z
<br />Z
<br /><
<br />___1
<br />a-
<br />-6-0
<br />a)
<br />(3)
<br />C_
<br />U)
<br />ICU
<br />>
<br />0
<br />L_
<br />CL
<br />CL
<br /><
<br />_11-0
<br />0
<br />=3
<br />_0
<br />0
<br />L_
<br />a-
<br />(1)
<br />U)
<br />ICU
<br />M
<br />SHEET NO.
<br />SH 1.0
<br />
|