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<br />--- -- Large missile impact and fatigue load tests were performed under Protocols TAS Shall be strictly In accordance with General Notes and Components indicated on - -- , -- --- ----- Large missile impact load tests were performed under SSTD 12-99 standard as Installation shall be performed strictly in accordance with details indicated on 0 - (1) -L--
<br />WAT TPA A. nLLrr. JR.: P.E. - WALTER-A, TILLTT� M, Pl� tilteoo@uol.com per section 1609.1.2 of the Florida Building Code. Uniform static loads as per sheets 3 thru 8,12 thru 18 of 18, of Product Evaluation Document (P.E.D.),
<br />� YL��!111-012%1-214" 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing PRODUCT EVALUATION UPORT TD.T'r, Li-N. 44167
<br />RC�I11N,,.N06719 as per TAS 202 Protocol, Test reports prepared by Hurricane Engineering & No.20-176. Anchor specifications shall be as indicated On sheets 1, 7 and 21 of �L�A, LI-11,,. 130I Secfion 1709.8.3, per ASTM E-330. Test reports prepared by American Testing drawing No. 20-175. Minimum separation to glass shall be as indicated on a) -0 0
<br />Testing, Inc., Reports # 96-509 dated 08/09/1996, #96-570 dated 0911811996, 26, of Product Evaluation Document (P.E,D.), drawing No. 20-176. Lab ofSouth Florida, Report# 0814.01-01 dated O3111fO2 witnessed by William -0 -0
<br />I sheets 3, 6,13, 14,15, 15 and 18 of 18, of Product Evaluation Document = 0 -2 -= a)
<br />PRODUCT EVALUATION REPOR #96-T30 dated 09/2011996, all three signed and sealed by Hector M. Medina, REPORT NO.: 204727.02 R. Mehner, P.E., Boriz Moroz, PIE. and Henry Hattem, P,E. and Report No. (P,E-D.), drawing No. 20-175. L
<br />P,E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04116/1998 and 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo 0 EL C -2 3:
<br /># 2126 dated 1010$11998 witnessed by Gilbert Diamond, P.E. and Report No. 7. -LIMITATIONS AND CONDIMON9, OF USE: DATE: July 27, 2020 Largaespeda, P.E, and Henry Hattem, P.E. Large missila impact and cyclic = = .0 U- —
<br />REPORT NO.: 20-0728,011 0219.01-09, dated March 4, 200D, signed and sealed by Edmundo Largaespada, loadings per Protocols TAS 201 & 203 as per section 1809.1.2 Dfthe Florida .6-MATERIALCHARACTEFUS11CS AND SFIMIFICATIONS: M 0 .4- %,- Co
<br />P.E. and Henry Haftem, P.E. 7.1. Shall W strictly In compliance with General Notes No. 1, 8 thru 14, indicated PRODUCT CATEGORY: Shutters Building Code. Test Report prepared by American Testing Lab of South Florida, Shall be strictly in accordance with General Notes and Components indicated on U) -0 0 >
<br />DATE: July 28,2020 on sheet 1 of 26, as well as General Notes # I thru 4 and 1 1 thru 16, indicated Report No. 11,23.01 -% dated November 23, 2010, signed and sealed by Julio E. sheet 1 and 2 of 1 8, of Product Evaluation Document (P,E.D,), drawfng No, . - E cl) 0
<br />Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009� on sheet 21 D126 of Product Evaluation Document (P.E. 0.), drawing No. 20-176 PRODUCT SUB -CATEGORY. Storm Panels Gonzalez, P.E. 20-175. (D L- L-
<br />PRODUCT CATEGORY- Shutters signed and sealed by Frank Grate, P.E. prepared by Tilteco, Inc. and signed and sealed by Walter A, Tillit, Jr, P.E. . SQ to T,.0 M 0-
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<br />PRODUCT NAME-. 24 GAGE GALVANIZED STEEL STORM Tionsile lest report No. 9CM-198 by OC Metallurgical, Inc., dated March 13,200R, Anchor specifications shall be as Indicated an sheet I of 1 8, of Product = 1M -&--a -
<br />PRODUCT SUR-CATEOORY- Storm Panels 2.3. ST LICTURAL ENIQIN IN 7.2. Product may beinstalled within HIGH VELOCITY HURRICANE ZONES as PANEL signed ary I d sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as Evaluation Document (P.E.D.), drawing No. 20-175. �- -0 . C U) <
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design defined on section 1620.2 of the Florida Building Code. per OC Metallurgical Report No. IOKM-1318, dated December 1, 201 0 signed
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL Wind load, as well as maximum anchor spacing vs. design wind load and panel MANUFACTURER: Global ProtectImProducMA= and sealed by Jerry Jaclofano, P.E. as per ASTM E-8.
<br />length based on rational and comparative, analysis, and in accordance with 7.3. Product shall only be Installed Into poured concrete, concrete block, and 4800 S.W, 51 Street ZJo1M1TA1l0QW-6-A
<br />MANUFACTURER: Gighal ProWitin Products LL section 161 6 ofthe Florida Building Code. Calculations prepared by Tilteco, Inc., wood frame structures. Davis, Florida M 1 4 C FfirlitimpDImr-1 11A - -, " - --- -, - W� �QNJDF �USE-
<br />4800 S.W. 61 Street dated 11103108 and 03112/15, signedand sealed by Walter A. Til lit, Jr., P.E. On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs, design
<br />Davie, Rorida33314 7, 1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated
<br />wind load, as well as maximum anchor spacing vs. design wind load and panel on sheet I of 18 of Product Evaluation Document �P.E.D.), drawing No. 20-175
<br />3. MISSILE IMPACT RE.SISTANCE. Product Evaluation Report prepared by Waiter A. Tillift, Jr.. P.E. (Florida License 1. PURPOSE OF EVALUATION: length based on rational and comparative analysis, and in accordance with prepared by Tilteco, Inc. and signed and sealed by Walter A. 71119, Jr., P.E.
<br />1, PURPOSE OF EVALUATI N; Large missile Impact under section 1626 of the Florida Building Code, as per No. 44167), President of Tilleco, Inc. (Florlds CA-000671 9). This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.E. (System section 1604 of the Florida Building Code. Calculations prepared by Tilteco, a
<br />This is a Product Evaluation Report issued by Walter A. T11111t, Jr., P.E. (,9ystem TAS 201 Protocol. Inc., dated 1211 811 0 and 08127113 (for this revision), signed and sealed by Walter
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES
<br />%J01wifffohl"o A 71111t, Jr., P.E. as defined on section 1620.2 of the Florida Building Code.
<br />61 G20-3, Method I D of the Florida Department of Business and -4WND LOADS III," ? 61 G20-3, Method I D of the Florida Department of 8 usiness and
<br />RESWAN "P, �� : ... /I N, Professional Regulation.
<br />GL- ,A, T14 4 "19'.
<br />:,� \; .- '. ,!,� 3. M16SILE IMPA ESIS
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<br />, , \�'EN `- .,- �1- Large missile impact under section 16I of the Florida Building Code, as per
<br />Professional RegulatJon. 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind I . . - oe , " -CT R M, 7.3. Product shall only be installed into poured concrete, concrete block, and
<br />This product is being issued an Evaluation Report as described herein, and has pressures. Maximum panel length shall beas indicated on sheets 8, 10, 14, 15, L__--,_ Z .. . I This product Is being issued an Evaluation Report as described herein, and has wood frame structures.
<br />been verified for compliance, in accordance with the 2020 Seventh Edition of the 16,19� 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. � I I L, & :�o, 44167 '. = been verlfl . SSTD 12-99 Standard and TAS 201 �
<br />, , ___ , ed for compliance in accordance with the 2020 Seventh Edition ofthe
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<br />Florida Building Code, and to verity that the productis for the purpose Intended 20-176. Maximum Anchor Spacing shall be aI§ indicated on sheets 8, 9, 10, I 1, I .* E Florida Building Code, and to vorffy that the product Is for the purpose intended Product Evaluatlan Report prepared by WatterA. Tillit, Jr., P.E. (Florida License
<br />at least equivalent to that required by the Code, 14,15,17,18,19,20 25 and 26 ofZ6, of Product Evaluation Document (P.E.D.), '�, , / ' -- STATE OF ..,, I
<br />I 21 � . 4h 5 at least equivalent to that required by the Code. - No. 44167), President of Tlfteoo, Inc, (Florida CA-0006,71 9).
<br />drawing No. 20-176, " - lt,!??�-. "40RID" --';,91,1$ 4. W
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<br />L9, I I ,,�: # 24 Gage Galvanized Steel Storm Panel has
<br />This Product Evaluation Report shall be subject to review and revision In case of �,,;, ft,N4"'� oe This Product Evaluation Report shall be subject to reviewand revision in case of ,,%W041011101i"
<br />a Building Code change that may affed Its limitations and conditions AI-INSTALLA119M %4�01$011%00" a Building Code change lhat may affect its limitations and conditions pressures. Maximum panel length shall be as indicated on sheets 3,9, 10, 11, A,,�/�e '
<br />12 and 17 of i a of Product Evaluation Document (P.E,D.), drawing No. 20-176, ""'. ..
<br />Installation shall be performed strictly in accordance with details indicated on VVAT`,LL Maximum Anchor Spacing shall be as indicated on sheets 5,9, 10, I 1, la thru 16 ,.,, N -`,- , 1*
<br />2. EVIDENCE SUBMITTED: sheets 3 thru 7, 1 0 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document D;� TILTECO AnMON RFCORaT9 �P. E. REPORT.20 k GLOBAL. PROTECTION PRODucrs, LLC Ii 20 (3AGE 2. EVIDENCE SUBMITTED: �- ---- - -- 1. S
<br />2A. PRODUCT EVALUATION (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as GALVANIZED F,TEEL5TORMPANEL�ORM#2047$kR�PORT#20-0728.01 and 18 of 18, of Product Evaluation Document (RE,D,), drawing No. 20-175. -E ;--.' 7 1. =
<br />DOCUMEN 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to :, .
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<br />_(P.E.D.)a T/;- : =
<br />Drawing No. 20-1176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", Indicated on sheets 8. 14, 16, 25 and 26 of 26, of Product Evaluation Document Z1 - PRODUCT EVALUATION DOCLJMENT (P,,E.D).- - — * :*�
<br />(P.E.D.), drawing No. 20-176. work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. WI 1� , � . I I �
<br />sheets I thru 26 of 26 prepared by Tilteco, Inc,; signed and sealed by Waiter A. Drawing No. 20-175, tHled'24 GAGE GALVANIZED STEEL STORM PANEL', D:� TILT E�COADAAONRECOROs I?, E. REPCRT.20 k CLUIIAL P,,b!0,qN P�!�§, �* Z
<br />Tillit, Jr., P.E.; dated 0712812020. This drawing is an integral part %� Mis sheets I thru 18 of 18 prepared by Tilteco, Inc,; signed and sealed by Walter A. I GALVANIZED S7EELSTORIA PANEL kDRWG#2O-17E1RFPORT1P20-0727. 5 ,'- ORII� ...� tAGr
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<br />%,'I�1� ,, I Tki/S Tillit, Jr., P-E,,, dated 07f2712020. This drawing is an integ,wg '" ,,I- ,0 ;�� A, rg�s "'IN, III
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<br />, Iffill'-` " 0 ...... 01111IIIIkI 6355 NN 36th Street, Suite 105, Miami, Florida 33166 -Phone: (305)871-1 11 01*11 111mlk -1531 It) 11111m0k
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<br />OENFE& ! COM-R9NENTS FOR REGULAR It LIFE 5LAFETY STORM PANELa 1/4, 2/4, 3/4, 4/4, 5/5, 7/5�
<br />8 3) IN CASE THAT FRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR wow SGARDS BE PESIND ON THE (SCALE 1/2-I-)
<br />6" FOR 24 --.-- EXISTING WALL, Wl4ORS SHALL BE L "G ENI TO REACH TW MAIN STRUCTURE BENNO SUCH PANELS, IW/10. 2W/10, 3W11O, 4W/10,
<br />I STORM PANEL SHOM ON I'm PRODUCT -MUAT'M DOCUMENT Q`tDL) NoS BEEN VF",fRM 'FOR COI IN ANCHORAGE SHALL OF AS MENTIONEDOIN 13,I) AND IN 8.2)� - ----- - -, -- - ,-"-- - -,-,- - ... L'----,- - 15-196, 1�TTRAL WRTI -- -"-- , - --__---,,,-- " __.-----,L,,-- I ---- ---- lSJINS'r +5W/iO, 6W/11 & 7W/11 -1b. 8/5
<br />ACCORDANCE WITH THE 2020 (711, CENTION) OF THE FLORIDA BUILDING CODE (C) TELDMNQ-WELN"F=QD�L---=-MINJ1 � ------ L'-----"�--"-'L'�-�-----------12_W(EFFECTWWVM),�-----L-------- L -- -- -------- -,-- � 1- - , - 'TOTAL WICII - --,---L- -- .
<br />1/4�0 TAPCON AAENGOS� AS MANUFACTURED BY I TW, BUILDEX, NC I : I - . _-,-_ ANCHDRS� FOR CONCRETE SEE SCHtDVLE ON SHUTS 9 & 9 - -- _ __,.___3: MI
<br />OES40N W40 LOADS SH&L BE DETERMINED AS PER SECTION I 620 OF THE ABOVE MENTIONED CODE. i14_1 I - -----` "'a 1/4" -- - -- I ( I �- ---- ---------6.25Q - - ---------, --- � _3* WX_----- --
<br />FOR 4 WIND SPEED AS OCCUPIED BY THE JURISDICTION WROTE TMESE SHUTTERS WI BE INSTALLED AND - 0 PANE"rE Pt"Ii 10 AND PANEUMATE PLUS ANCHORS, AS MANUI PY ELCO C04STRL�CNDD PRODUCTS � . , FOR WOW SM SECTIONS ON SHEETS 10 & 11 I I w
<br />FOIR A DIRECTIONALOY FACT K4.OS*.U-4W ASCE 7-16 AND SKAII NOT DIMEED, THE MAJOMUM - 1/4-. LAC SCREWS PER N,D,S. i -lLsr � 1-1 -�*GI , - ,, 15W 1 L ,�, I' MIK �
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<br />I DESIGN PRESSURE IVIONG$ INII"10 ON SHEETS 7 DARU 12, 14. 15. 16, TO & 20. - 7/109 y 5/A'WOW BUSHING. AS DISTRIBUTED BY ALL PMNT SCREW, SOLT a SPECATY Cc � I I � ,,- L � , 1 04" � ,, �7 ! ,,r ,! -M, , � 1 01036, WK THICK -I'S r a , I a 6 M
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<br />ER TO VERr'f THE ASOK NOITION, ULTIMATE OESIG WTND LOADS DETERMINED PER ASCE 7-16 ED Q` � , -�---7 .... .. -r-- ,-- -7-1- 1 , -- I �
<br />SHALL PW REDUCED 10 AI DESIGN WIND LOADS W NIQLtIPLYIND, DIN By 0, 6 IN ORDER TE, 'I� 11 P� FOI I , ,--T ''I
<br />C 1) 144MWM INOW PENETRATION INTO ROOD OF TAPCON ANCHORS SH41 K I !/�� Afto 2- MR ELCO PANELMATE PLUS -4 -. W 11 -1- I I 11
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<br />- -Ro`Y INAT AhtOORS FIN THIN P ED 12) MINIMUM ISPIDIDED PENEIR MN OF LAC SCREW, IN70 INE WOOD FRAME 11W SHAU BE -- 1/2-L $0 THREADED m TYP. � i i , k, I I I I
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<br />114 CODER 10 * AS TESTED AM NOT OVER SWSI A MIT NI IN ALLOWABLE PENETRATION INTO STUCCO SKAL-1 BE CONSIDERED AS PART Of THE AEOVIRW lKRICADED PENETRATION ODO, I Dow 50 MD^" I � DETAIL ; r I , I i i ; I I , - 2
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<br />STRM TOP WIND LOADS WAS NOT USED IN THEIR ANALYSIS FASTENERS SPAa4NG 112 WOOD HAS SEEN DETERMINED IN C-00 II � I � I I i I I �
<br />ACCORDANCE ARM NZ,S, 2018, , 48,11, 1 � I I � i . I � L > I"
<br />C,3) MINIMUM EM DISTANCE OF LAC SCREWS. MITI WOOD SHALL BE AS *=ATED IN THIS URMNING 11. - - I- - -1:;E`--1`1-,- - � ---- :� I A � I 4alar i I � I , ! I 1 1 � I i CD
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<br />THE ABOVIE MENTIONED CODE AS PER HURRICANE ENGINEERING A TESPNO INC, REPORTS 06-559. SJI & 96-T50 AND C 4) WI PENETRATION OF WOOD BUNNING SHALL BE 5/9' 1/4' 0-20 SCREWS USED SHALL BE I i/2- LONG MINNUM - 1,3k* - .3k -.1- I , � I ,I I 1 i � � ED 6 .,
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<br />TAN 203 STANDARDS� C 5) IN CASE THAI PRECAST STONE, OR PRECAST. CONCRETE PANELS. STUCCO Of' WOOD WARDS BE FCRJND ON THE EXISTING T ED&LEM" 0 END STORM PAN . r I I I ; Z�
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<br />2 ALL Q.UMINUM EXTRUSIONS A-) BE 6063-T6 ALLOY AND TEMPER. (UNLESS OtHI NOTED). SEE SHEET 2 WQ� ANCHORS SK41 BE LOW ENOUGH TO REACH THE MARNI STRUCTURE OtHINO SUCH PANELS I � I L � 1 .j =
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<br />3 ALL ALUMINUM SHEET METAL USED AT- CLOSURES SHALL HAVE 3105-HI4 ALLOY. - I : I . � ; I i . I I I I
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<br />A ALL STEEL SHEEY WtIAL PANELS SHALL HAVE STRUM,RAL QUALITY STEEL ASN A-03 GRACE 50 M,NtMUM� 4,60 � IOU" P 0. � . ,a, _ 1/4*. g... ,-E I SCH IrED 01", i I - I i 1 � �BOLTED PANELS W/ 1140-20.1' 1 - .< - C-4 3e-
<br />8 PANEkS MAY ALSO W INSTALLED HOR90UMLY FOULOWING INSTALLATION DETAILS 940" ON 41CIRON � THROUGH 10 (SHEETS 4 1� 1, 1.2k* � L . 2 UN i " I L ! �
<br />CILVANIZED STEEL CESIGNA71ON W/Fy- SILS "I (AFTER ROLLED). THROUGH 6) EILCE-1. -HAT HEADERS 0 & Q 51� NOT BE USED W/ NEMMED EDIX I -1-"" ,�, �� , , I I - -low lo a I - . 304 SEWS 3SO,- . . , -� I I IS.S. M.S. BOLT W/ 7/8' . 3/32- 1 F, 3: .2 Cu
<br />t I I I, SS MUD RI SI& sm RIFETIED - 11 1 1 I(SUE SEC DUNS AS � I I i
<br />5 ALL SCREWS TO BE ,STAINLESS STEEL 3" OR 316 X-P SERIES OR CORI RESISTANT COATED CARBON 551M AS PEF I I I � I To "LE 0 TO A"GLF 9 L I I � i I � i I I WINGNuTs 0 EA, ovm-AI L .= W
<br />-I'- q,..ar -::�� I I I I I i APPLICABLE) � I I � , � � � j i 1 I � (SEE SECTIONS AS APPLICASLE], ! 9 .2! cl-
<br />9 If SHAIAL BE THE RESPON:41TILITY OF THE C041MMR 10 VERITY THE SOUI OF INS SMCILM MI SHUTTER IS ID BE / � I � 12 ,/P- mc. :2 112- ox I
<br />I
<br />- " - , ,,�� I I I L
<br />DIN 50018 W1 SO W, YIEW STREINGTH AND 90 1,3i TENSILE STRENGTH & SHALL COMPLY W/ FILORICA oun.0,40 CODE � ?�' � --- - - I ! " I I 1 - �
<br />� , . I I I I I � � .
<br />SECTION 2AT`;� ,14� LOPER ANCHORAGE- THI SHVITCR S14ALL OMY a A 90 T - BLOCK E - ,� " to.08 .1"J, I DOD ilm 'I'Soal ' - � L I � - L-L-11- I --I -L-] I ,. E - =
<br />- 71 2-425 - ---- I - - .. , �Lj I � -1 i � 1 .", !� a, Z -Rr
<br />� ATTAfREO TO INSURE PT, rrACR 0 CONCAM OR WOOD FRAM / ��- , ;;; 3,37 � . 500* L
<br />/
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<br />BUILDINGS. J��,� � , IOS3, 1 . ,-- �. ---- . L' -
<br />,� i`- 01��. 11
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<br />"'�4 17-7-1 I L - - I -, , - -I'-- -7- T-1- -
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<br />6 EIOLTS TO Ef ASTM A-M7 CALVAM2ED STEEL OR AN) 304 SERIES SINNLESS SIM- ANFN 36 KA UPLMI YIELD � %3* � L � on 1939' SEE i � 1, I - -- - -- --I- - -, I' i �
<br />I
<br />ED , I I I T � I to
<br />STRENGTH H), fAC" REGULAR STORM PANEI, WITN LENG-INS OVER W-8 THROUGH 12'-4'. AS PELSECYPONS 6,M,8 9WA 10 AND ALTERNATIVES 8W, 2, f - DET I, � WILL I : I I!! 'i 'i -
<br />BE Ly 5VSIF I I I 9 � I i i i i -
<br />I I
<br />5W & IOW ON SHEE7S 5, 6 A Q RESPErTWLY: ISHALL HAVE A IEGIBLE AND RKI � INSTRUCTR40 OWNER OR � �7 IIII �1,5�, � � 1�jp I " � . I ? , � � I i � ! I 1 , I 3:
<br />7 - ,�� "�� NEMMEQ, -- � !�A S , T I 1 i I , � M
<br />ANICRORS 10 WALL SHALL BE AS FOLLOWS - -, � 125, � i � ; 1 4 = W a) .=
<br />�ABLE "FORCEWNT DURING PERIODS OF HURRICANE WARNING , I _ I I 1 I i I
<br />TENANT TO SECURE PANELS WITH APPLIC f 11 � 1 1 �
<br />-, I - . J I ! I" � i I f I 1 � .= -5 W CP
<br />It IKE tR51'ALLATION 0010I I$ fO SW�AULR ALL' I , L I i � j I 9 = =
<br />(A) �P�LXJN�F - - - - - 5' M.'- -- -,-- -,f,5GE- L-,-- � 11 I , � � ! � � � � �
<br />,�� _� I I i I i I I � I .
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<br />RAVI r.�DNIO�nNENT mGI V,0CA RE�"N IN CONTINUOUS CONTACT WITH L I _ R�u X .- W I , i I i � I
<br />- I 1r4,. ,AI ANCHORS AS MANUFACTURED 0 714E OVILONO TO PREVENT WIND~ INTRUSION, - -- I � (w) . I I I I � , � � * 4)
<br />of JJLW SLILDE)J, INC (MI J'�192 .) � 5 = 2 >-1
<br />- 1 /4' - .7/8'TAI.X-IN ANCHORS. AS MANUFACTURED BY OEWALT INC, (4114- 1',,-100 P..I.) 110I 30 L-Z0001- - - ! i -- � -- - - I I " -&.=
<br />0 , 500"ET AW �+ �11 L! 1 11 A -, � . L I = E
<br />- 1/4 3J4 EHORE 1Z STORM PI - STALLATION %HAA4 COMPLY MT14 SPECS )NITICAIIED in THIS DRAWING PI ANT BUILEANS AND ZOI REGOLARCKS ROUNDED COANER 0 EENOS Of L'S D.M,�@,@, 40 -- - 11 -,-. , - I
<br />AS DISTRIBUTED BY ALL POINT SCREW, DOI & SPECIALTY CO IN ne. _k& 0
<br />PKI By T4E,IVRI VNI FERMIN IS APPLIED TO -,% Abillm 4f �.l - I I I
<br />iul 1'�-Mw R.0 ENO UP W/ HEMMED too rA . 9 -- E 1 2 ,*-
<br />- J142-10 PANELMAtE FEMALE 0 & PATIFINATE PLUS ANCHORS, AS MAWFACTUgeD BY R-CC, CONSTRUCN�QN PRODUCTS, (1) "ho HEADE (�) *9II (R MaLE WITH STUD (@ MOLL Wo r � L - " ' 1
<br />r .3 CD
<br />INo ,3350 P1.7) 13 LP) TIAS PROCI E-ALVATION DOCUMENT (P F I,) PREPARED By THIN ENGINEER IS GENERIC AND DOES NOT PROVES IWORMI (N.T S) \Z) 1 3, MAX � O- W
<br />N " FOR A SITE $PECIPiC PPOJECT; J. WHERE THE SITE CONDITIONS DEVIATE FROM THE PLO REff= 91.1 � 3' �� _11 �
<br />- 1/410 1:1 I.-CRIP ANCNORS� AS MANkIFACUMED BY TRV-FAST CORPORATION Q'--�600 PL I L' L, I- - '. - 1/4, 2/4, 3/4, 4/4, 5/5, 7/5.
<br />f2 VARIES 4, w -
<br />(P� CONTRACTOR TO BE RESPONSIBLE FOR, 7HE StLECTION, PURCHASE AND INSTALLATION INCLUCI LIFE SAFITY OF THIS PRI i SOL GET IW/10. 2W/10. 3W/10, 4W/10, 0
<br />A 1) MINIMUM EMOLDMINT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE I Z-16't 2' FOR PANELIAAIE FEMALE I I - I 1/1- & 2/14 .374' 1 6/5 -
<br />oo OOZED ON THIS PEO FIR 0 HF.I`5 iE DOES NO OI FROM THE CONINDOWS DETAILED ON THIS DOCUMENT : ..344" - 5WI ISAV/11 & 7W/11
<br />AND PANEMALTE PLUS AND I 1/4' MR CF TAP -GRIP ANCHORS CONSTRUCTION SAFETY ATOVTM it THE tCWPA,CTOR'5 RFSPONSIBtI : I --- . L 9,X OCE ,Sst:�- 096' -�Ll' .ON, 750*
<br />SITE I !-'so � I -,W- ,�
<br />� TI , t - . I I - ;' L ,L - - -i �310* 1125% I/,-,X 3a* Smors - -,--_" , . ANCHORS, FOR CONCRETE ONE SCHEDULE ON SHEETS 8 & 9
<br />I I . , ----- , I -- Fw��r-w -- -Ss. TRUE, MI To - -- - - - - -
<br />A.2) CNX-IN & S"-S ANCHORS SHALL RE EMBEDDED 7/8- INTO THE POURED CONCRETE NO EMBEDMENT INTO (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED �NVAUQ IF 40DIFILD. L - I—— , r -- 4 1 - 1 /2* OC FOR WOOD SEE SECTIONS On SHEETS 10 h I I
<br />1 1.407'1.0,53' . .375. / �24.!.� i.vc, ew L
<br />STUCC SHALL BE PERUTIED. 1/4� �20 SCREWS USED SHALL BE 1 1,12- LONG MINIMUM SHOULD STUCCO EXIST, - - -1 I � I— - --- - 1. - - ."a' ANG
<br />. I . I -(-- -- - -3 . --I_
<br />NO I�DVNIMUM FOR WALLS WITH NO FTUCCQ� AND MAY BE HEADED SCREWS OR AU TIRFADM SCREWS W/O HEAD. (d) SIM SPZCI`FW PROJECTS SHALL RE PREPARED By A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE T L ----. r , I 671- � - i - - - I I I "; � :� - ,
<br />ENGINEER Or RECORD (E.0,k) FOR THE PRQ,CCr AND WHO WILL BE RESPONSIBLE FOR Tf�- I ' L- _19D` III 11 1,B71 � Soc-1 ,
<br />BUT WIN WINC NUTS �ROPER USE - THE P.ED ENGINEER OF RECORD. ACTING AS A CELEGATED ENGNEER TO THE I L- I ----- I I I.... / . ,,.JAY : CIF - II 760-
<br />A 3� N CASE THAT PRECAST STOrf. PRECAST CONCRETE PANELS, PAVERS. STUCCO OR WOOD BOARDS BE FOUND ON THt PXD ENGINEER, S44a SUOUR TO THIS LATTER THE SITC SPECIFIC DPAlI FOR wvEW --vsr- I , I
<br />EXISTING WALL OR ,I RL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN5TRUCTUK 801IND SUCH DAW PANEL OVERLAP t - m,I,,L on* I I - - � NIT&
<br />. I -nS**1-=-1T I U i ",� I - :,DB,. I-- - F-%--,., I I ... � I REGULAR STQRM PANELS 1, & Ch ELEVATION
<br />Go ' I
<br />PANELS ANC14ORA" SHALL HE AS MENTIONED IN A 1) AND IN A 2). (t) THIS PXD SHALL SEAR TNE WE AND ORIGINAL SEAL AND S4Gkh1UJRE OF THE PROFESSIONAL '- ; --ITrP.)
<br />ENCINCER Or RECORD THAT PREPARED IT :;iS:-- --) -- 2-000- - I .OW
<br />7.000, r'-" KEY H= WASHEIR '�k��-
<br />(6) �Q, DIM �D t-.'� .
<br />L10 I �=4LQPd,�ACLA0,I-f,'--.,2Q 14 SHUTTER MANUFACTURER'S CA0151 SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM I I/*- Mox, GXF
<br />/4' 0 TAPCON ANCHOR T. W BUILO]EX. INC � IOI --- E" _T=K ANGI.f. 9 AX-�!F�' (7) FLAT EWE 267*
<br />/ RS AS MANUFACTURED BY I PANEL SHVM IN ACCORDANCE MT14 SECTION 17D9.9.31 OF FLORIDA BUILDING COEL ONE LABEL -� �Z) 7
<br />- l - 0 � 71W CALK-44 ANCHORS, 49 MANUFACTUKEI BY DEW F INC (VIN !`�1500 pa,) SHALL BE PLACED FOR EVERY OPENING LABELING 70 COMPLY WOH SECTION I70%.92 OF IMF 1 0,036- (W,) �� 004 ` WITH STUD (Wl tooERL* -1 Iwar VALEM
<br />,, I �
<br />- i/440 f'OV`L� SOLIC-SET ANCHORS. AS VISTATRUTED BY ALL POZ SCREX BOLT & SPFLC.,&LIY CO. PLORKIA DULLING CODE i cAwAmew STEEL - ��04*.! - VIAHININAN - - --
<br />(M .1800, P,.J,) - -- I r- - "---" -- 4 1 � 0, X , 14r, �J ,,�
<br />- U. � -- 4 " � . I \ /`11\ /IWN
<br />- III I" I 1 4',I� , Tkt/ ------- -
<br />4-10 FAMEWATE FEMALE 10 AND PANELMATE PLUS ANCHORS, AS MANUFAMITED 10 ELea, CONS[RuCTION iiir. opmm SHALL ONLY BE USED TO - LOW 7
<br />If ; � � /�w
<br />P ,OOUI (ION, V2[171 p-) ookIII, -N*� IS � 7 ' Z!r - � �
<br />IIIIIA 0441,0 OBCON KRIAnS IN THE LATE OF � - r i'alfir I , I
<br />IF TAF�GRP AHI-NOR AS MRAUPACTURED BY TRU-FAST 'ERPORATION I - - ,--/ ,IAI,� 11
<br />I I" or
<br />. A/4, A . � T's ____] f 'I, r In I �1.1 �>CEN 4r 1� UAI GAP ���,` IV ;`iWU,PJ4
<br />.: 140% 3 1 8 1 (/7 -, S 'A OA 11 11sk, i
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<br />�-` I1 11.11" 7 r No, 44167 -'*1 - - -
<br />AaXt '... M&
<br />5 1) MPI EMEMMI OI tAPCON ANCHORS. ELCO PANEII M40 OF TAPI ANCHOR. NIQ PIE C �,� r;;_`�',I FLORIDA BUILDING CODE (High Velocity Hurricane Zom"# I -i 13 . . ; I � . ,
<br />I . I . 5?%,
<br />- * IT . . DOE (High V610I HU Gone zono)l I ENS�- % 2A DA BUILDING CODE (1,11igh Yetathy Hur cone Zone)
<br />OLOI UNIT sNAU at I 1/4- " . - - , - - 1 ---./ = ,*E L FLORI
<br />FV , �0 MTEM �L : I =*. FLORIDA BUILDING C
<br />M STORM PANEL ', J . A `
<br />-
<br />- � , No. 1 7*1s, 20 GAGE GALVANIZED ST LOA" � I 'I I I I NICKEL BODOM I � � STAn OF ,-4� i ----- - 0:026 WIND. bc- -- F.P (6) '.. S �= Tum, W. rp,
<br />9.2) CAIK-IN 6 SOUD-SET ANCHORS SK0,LL BE EMBEDDED -/a- INTO THE CONCR,ET,E BLOCK uM,T No EMBSUPP 4 167 . E I -ilv 'a L Cp.% WIND, WIT Z. OF PAM * . 4 20 GAGE GALVANIZED STEEL STORM PANEL I 20 GAGE GALVANIZED STEEL STORM PANEL
<br />INTO STUCCO ShAL! BE PEAMinm 1/4* 0-20 SCREW USED SHALL HE I I/r LONC MKVUM - - — . 1 - , lo' - P ORkVN all g : DRAWN ffr�
<br />SlWa TfQCCO - - -- , � 11 �-:* - \ /SAI
<br /> , 71 gi (�� � $1 ,I� �
<br />- S, I .. .
<br />EXIST, AND I , WNV-IM FOR WAUS WTH NO STUCCO. S S -0,� 7A - GLOBAL PROTECTION PRODUCTS. U.C. "' ZQGN'---- 7gy IjOLE -'- 0- *, ,�4 1,
<br />:�` /T .04C ��IaR? . -- 0 . - SE 1. * --- :*= IF \ GLOBAL PROTECTION PRODUCTS, U.C. ' .M.
<br />. *'.
<br />. 07/n/2= - f -
<br />1 - STA OF -_�---- � ,M—C.. \ 0oc "� W VOPT, %,,�w O� � �;� — GLOBAL PROTECTIO WE, TION A -A!
<br />_ I * A C."I Co ow`C I W1. AT PANE *Oi4 :---� N.TS. 15� -,0% ATE'�,��-�-- �-11 / 11LIECOsPiLc. SA� 51 STIW�
<br />.- - - - MW SIC 51 Saw � .9-- I now- , ISH. 20-176
<br />-1.1 I Gov. FL =4 " 0,�-.. `a*- 11 -
<br />-, - * -�r 20-176 % 2-)C7-XI LC AnDqMI USE WNC NUT W/Dtff ,,-�,,---Y'�-,-�-� M-. WIr. -- X=.-.X=. 111-�'1=74* (RINNIKI-X0 nc, (44,4011--IFFIF?
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<br />KATER I M19 - IL I I - - ;-Q AlolafiNUM-AW-U . MOWLITHIC %I W/ ADDITIONOM. i - am --- � - OW --'- �111, r�� ........
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<br />. I - A ot= -01WIC.- - -
<br />I - - . CA � ,� � - CIMAIN.- -OMA-1.1 DRAWING No.
<br />I 111I - 11 11�nlr"Ml 'Lo". 1, f -.1 — pp.! DRAWNG NA NAL, C,aom,ii
<br />Io,E SEA/&KPUTUW,'1M�Tt . L, A I I I --i - I - P, I -
<br />Sim DO MCKU F-Tra STEW SHUT 2 OF X '111144�11 No ,OMY. - I !�& Z '44'i . -
<br />1 I67 1 7/8'..3/3r WISHER ISIADILM -Dwv 9
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<br />--1 INSTALLATION DETAILS FOR 1JOULM PANELSCI ik Cm M Lwm flM INSWIMQN IN F%= QQNQMM ------ INSIALLARM EIAILS FOR REGULAR PANELS(I &
<br />INSIALLATION QETAft.S FOR REQQ1AR--PANE1aa-k-U' INIQ- EXIMNQ POURED MOM DR.- 9AM mm OR =
<br />- OR PANCIWATE 'EMALE ID, qll� Q EM W&4& UEE MW E--Z HANG 2ON PM 2M INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUPTURIES
<br />INIQ EX19114ra POUSED CONCRETE OR ONCME BLOCK STRUCTUSES COCAM 00I I CONCRETE: ANCHORS ''I
<br />i PLUS OR OF TAP -GRIP RIE SCHEOI ON \1 i�� . I I- ' FOR CONCRETE SEE SCHEDULE ON SHEET S --- - --- L --- -
<br />- * ,
<br />�- IOU wam ON SCHMIJUE ON SKM a IF 9) I . I . . I -, -----'-----, ANC"D`S�
<br />! ", SHEETS * TIAMUGM ;) ,�,�, -I - FOR WOOD SEE SECTIONS ON SHEET 12
<br />MIMS a 14I 9) . I -g5U,R=RErE . POURED CONCRETE
<br />CONCRETE Mowlxos I I �� I M , I - � BLOCK I OR CONCRETE BLOCK --? JI 73 M.- 2.67' 3" W. -I--&
<br />(SEE "MULL ON . I I L 4 .. 49i I REOURED CONCRETE ANCHORS � RECURRED - " W, (Mk CNERAO� I' W`I1
<br />-, \ Z�1'1 I " � I 11" '�� 41 L MW4M CONCOETE AW.DRS � I - CONCRETE ANCHORS - _wNoUE VALLEY)
<br />CONCRETE ANCIMS SHEETS a THROUCH S) - ----ED -- Co.RE,E ANcNoRS -N11 I ! 1:1 -- -- -- ---- I �- .�� li-i-t I QW— � — Ong a. 111h. a. Ik TO 111% 9" - , Cn
<br />(SEE SC-EDULE 04- - : �� i T - - �3 r -.1
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<br />ou) I " EXISTING POURED - I S a TNAKX� .T)I , '� ; _MU ON I .,--- I - Tsa SCNECuLE ON I I - I P� " K" I "
<br />h EIRE SCHE� 1). ; -t& =P WRIZICM ,� - I �1� ��-AI (Sa SONEDU 0 1 i i I : 1 a)
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<br />, ' - 1: :� W - 1, . -- f . CONCRETE OF I "I I 111. L . � . OF 'I' ANCHOI FOR CONCRETE SEE SCHEDULE ON SHEET 9
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