|
- - _ ' -- I I - I— _ _ I I_ - l -- -
<br />:--7
<br />i L E_G_O INc.
<br />TiLLrr TESTING & ENGINEERING COMPANY
<br />WAT.TRR A. TTLLLT, JR., P.E, 1,11, aol.crnn
<br />rL ,, Lb S xn.4RT47
<br />n CATi,—No.0006719
<br />PRODUCT EVALUATION REPORT
<br />REPORT NO.: 20-0728.01 1
<br />DATE: July 28, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER: Global Protection Products LLC.
<br />4800 S.W. 51 Street
<br />Davie, Flodda33314
<br />1. PURPOSE OF EVALUATION:
<br />This is a Product Evaluation Report issued by Walter A. Tilsit, Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61G20-3, Method 1 D 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 Edition of the
<br />Florida Building Code, and to verify that the product is for the purpose intended
<br />at bast 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 />2. EVIDENCE SUBMITTED:
<br />2.1. PRODUCT EVALUATION DOCUMENT (P.E.D.)*
<br />Drawing No. 20-176, tided "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thru 26 of 26 prepared by Tilteco, Inc.; signed and sealed by Waiter A.
<br />Tillit, Jr., P.E.; dated 07/28/2020. This drawing Is an integral part 4ffi>#Is
<br />Evaluation Report, ``�`��ti�r R A: r/�Z jT%,
<br />_ : ' �tCENSI :✓�'%
<br />=�/ . -• No. 44167 z
<br />y°'"' 1,.'lap DP :�'
<br />6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530-1I97i,,Pf1 iVI , %;41
<br />PRODUCT BVAt. ATIO®T] N BEN! 1G;1O. 2Q_4ULDt 2
<br />2.2. TEST REPORTS:
<br />Large missile Impact and fatigue load tests were performed under Protocols TAS
<br />201, 203 as per section 1626 of the Florida Building Code. Uniform static loads
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />Testing, Inc., Reports # 96-569 dated 08/0911996, #96-570 dated 0911811996,
<br />#96-T30 dated 09120/1996, all three signed and sealed by Hector M. Medina,
<br />P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 0411611998 and
<br /># 2126 dated 1010511998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada,
<br />P.E. and Henry Hattem, P.E.
<br />Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009,
<br />signed and sealed by Frank Grate, P.E.
<br />2.3. STRUCTURAL ENGINEERING CALCULATIONS:
<br />On 20 Gage Galvanized Steel Storrs Panel for maximum panel length vs. design
<br />wind bad, as well as maximum anchor spacing vs. design wind bad and panel
<br />length based on rational and comparative analysis, and in accordance with
<br />section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc.,
<br />dated 11/03/08 and 03112115, signed and sealed by Walter A. Tillit, Jr., P.E.
<br />3. MISSILE IMPACT RESISTANCE:
<br />Large missile Impact undersection 1626 of the Florida Building Cade, as per
<br />TAS 201 Protocol.
<br />4_WIND LOADS RESISTANCE:
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall boas Indicated on she
<br />ets 8, 10, 14, 15,
<br />16,19. 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No.
<br />20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, 11,
<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 />5. INSTALLATION:
<br />Installation shall be performed strictly in accordance with details indicated on
<br />sheets 3 thru 7 10 thru
<br />20, 23 24 and 26 of 26 of Product Evaluation Document
<br />c erTt
<br />(P.E.D.), drawing No. 20.176. Minimum separation to glass shall be as
<br />Indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document
<br />P.E.D. d (P.E.D.), cawing No 20-176.
<br />MIMIIININI
<br />A'okti k k; T1C1#t ,
<br />-T =a`"3X. \GENSe /'?'s5�-
<br />_7 -T 7 * Te
<br />o' F/ l0 €,
<br />c 0R �r
<br />°nor. , %.. EN6`�ma
<br />",,,IlNillllul00
<br />NOTES:GENERAL 8.3) N CAM THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND ON THE
<br />a", PER EXISTING WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE "No SUCH PANELS
<br />STOWPANEL SHOWN ON iw5 PRODUCT EWLUATgM DOCUYENr (P.EO.) HAS BEEN VERMED FOR COMPLIANCE N ANCHORAGE SHALL BE AS MENTIONED N 9.1) NO N 8.2).
<br />ACCORDANCE WITH THE 2CI20 (7N EDI11dR) OF 1KE RCRDA BUNDINO CODE (C) TO EXISTING WOOD (ItlN _y<Pr�[.=.N7'I G . OS5 1M11_t
<br />- 1/4•• TAPCON ANCHORS. AS MANUFACTURED BY I.T.W. BU"O". INC.
<br />MAID LOWS Scull DETERMINED MENTIONED CODE - /14-10 PANEINATE FEMALE 10 AND PANELMMTE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUIcnow PRODUCT-.
<br />PER SECTION 16200E THE AEOWSHUTTERS
<br />FORDESIGN
<br />REQUIRED THE R WILL. TBE INSTALLED AND _ 1/4•• LAG SCREWS PER N.D.S.
<br />FOR A WIND SPEED AS FACTOR 7-T6 AND SHALL NOT EXCEEO THE MAXIMUM (AS.D.)
<br />FACTOR Kd-O.D USING
<br />K4 0, THE JURISDICTION 7NM WHERE THESE S1NT EXCEED
<br />FOR A OIRESSURE
<br />TSG7
<br />RA _ 7/18'6 K 5/8' WOOD BUSHING, AS DISTRIBUTED BY ALL POINT SCREW. BOLT A SPECIALTY CO.
<br />DESIGN PRESSURE RAiNCs SVDICAtED ON SHEETS 7 THRU 12. It. ,S, 16, 19 A 20.
<br />N ORDER To VER6`F THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOAD' DETERMINED PER ASIDE 7-16 C.1) MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL BE 1 1/2- AM 2- FOR ELCO PANUANTE PLUS
<br />SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOWS B MULTIPLYING THEN BY 06 N ORDER TO AND PAWL ALE FEMALE ID.
<br />COMPARE THESE W/ MAX. (ASD) DESIGN PRESSURE RATINGS INWATED ON SHEETS 7 THRU 12. It. 1S. 16. 19 A 20.
<br />C.2) M04MM THREADED PENETRATION OF LAC SCREW. INTO THE WOOD FRAME UNIT SHALL BE 1 1/2•. NO THREADED
<br />N ORDER TO AETWY THAT ANCHORS ON TM PEA, AS TESTED WERE TROT OVER STRESSED. A 33R INCREASE N ALLOWABLE PENETRATION INTO STUCCO SHHAIA B CONSIDERED AS PART OF TIME REOURED THREADED PENETRATION.
<br />STRESS FOR WIND LOADS WAS WL USED IN THEN ANALYSE. FASTENERS SPACING TO WOOD 105 BEEN DETERMINED IN
<br />ACCORDANCE WIN N.D.S. 2018. C.3) MINIMUM EDGE DTMICE OF LAG SCREWS. INTO WOOD SKILL BE AS RADICF.TED IN THIS DRAWING
<br />STORM PANELS A13EOUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED N ACCORDANCE WITH SECTION 1626 OF
<br />THE ABOVE MENTIONED CODE AS PER HURRICANE ENGNEERNG A TESTING INC. REPORTS 96-50. 96-570 A 96-T30 AND C.4) N6pIUA PEWIFIATIDN OF WOOD BUSHING SHALL BE 5/a• 1/4• 0-20 SCREWS USED 4W1 BE I 1/2' LONG MINIMUM
<br />FENESTRATION TESTING W. INC., REPORTS /2032 A %2125 . AS PROTOCOLS TAS-201, TAS-202 AND TAS-203. SHOULD STUCCO EXIST, AND 1• MINIMUM FOR WALLS WITH NO STUCCO.
<br />AMENDARDS. TEST UIB OF SOUTH FLORIDA REPORT /Oit9.01 -09, AS PER 7A5 201, TAS 202 MILD C.5) N CASE THAT PRECAST STOW- OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING
<br />AS WELL STANDARDS.
<br />TAS 20J STAAIOAIDS.
<br />2. ALL ALUMINUM EXTRUSIONS TO BE 8063-T5 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTEO)� SEE SHEET 2. �• 5L BE BE LONG ENOUGH A REACH C MAIN STRUCTURE BEIWIO SUCH PANELS.
<br />ANCHORAGE 5NM1 BE AS N .1 1 A c.s MENTIONED C ). C ) )
<br />3 ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-HI4 ALLOY. (D) ANCHORS SHALL B INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER.
<br />4. ALL STEEL SHEET METAL PANELS SHALL KAYE STRUCTURAL OIAUtt STEEL. ASfM A-633 GRADE 50 MINIMUM, 0-00 8. PANELS SHOWN ON SECTION ALSO BE PMALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWSECTION 3 THROUGH 10 (SHEETS 4
<br />GALVANIZED STEEL DESIGNATION W/FY- 58.5 AM (AFTER ROLLED). THROUGH 6) EXCEPT THAT WADERS 2 A Q) SHALL NOT BE USED.
<br />5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AS SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WEEK SHUTTER lS TO BE
<br />ON SDDIB R/ 50 bi YIELD STRENGTH AND 90 M4 TENSILE STRENGTH A SKILL COMPLY W/ FLORIDA B110.0//t CODE
<br />ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR WOOD FRAME
<br />SECTION 2411.3.3.4. BUILDINGS,
<br />6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AISI 304 SERFS STAINLESS STEEL, WRIT 36 Wi 19wMNN YEW 10. EACH REGULAR STORM PANEL WITH LENGTHS OVER W-8 THROUGH 12*-4'. AS PER SECTIONS 6. 5. 9 A 10 AND ALTERNUNES low.
<br />STRENGTH.
<br />Be A IOR ON SHEETS S, 6 A 12 RESPECTIVELY: BALL HAVE A LEGELE AND READILY VISIBLE MARIONO INSTRUCTING OWNER OR
<br />ANCHORS ANORS TO WALL SHALL BE AS FOLLOWS. TENANT TO SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PEROOS OF KURRXAINE WARNING.
<br />(A) T�1,2,jiB8L,p{1{Nr]LCONCREIE. i 1. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHVfTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS COHTACT WITH
<br />- 1/4'0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BVIIDEX. INC. (MI,. rc-3192 P.ai.) THE BUILDING TO PREVENT WIND/RUN INTRUSION.
<br />- 1/4- .. 7/5• CALK -IN ANCFIORS, AS MANUFACTURED BY OE18ALT WC. (YIN. FF-3000
<br />- 1N4'• . J/4. SOLID -SET ANCHORS. AS OOSTRBITED BY ALL POINT SCREW. BOLT A SPEdALtt CO. 12. STORM PAAIEL INSTALLATION SKILL COMPLY WRIT SPECS NOCTED IN THIS OAMMNG PLUS ANY BULDING AND ZONING REGULATIONS
<br />DISTRIBUTED SPECIALTY
<br />PROVIDED BY THE JURISDICTION WHERE PERM" IS APPLIED TO.
<br />- (Lon. J000 P.uJ
<br />J'<PMELMATE
<br />- 014-10 FEMME ID A PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. 13. (a) INS PRODUCT EVALUATION DOCUMENT (F-E-0.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION
<br />I'P-3350
<br />(MIN. Pa.:.) FOR A SITE SPECFO PROJECT: i... WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D.
<br />- 1/4.0 CF TAP -GRIP ANCHORS. AS MANUFACTURED BY TRU-FAST CORPORATION (f' -36C0 R.•-i.)
<br />(I) CONTRACTOR TO 1£ RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING UFE SAFETY Or THIS PRODUCT
<br />A. 1) MNNNYu4 EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE , J/4': 2• FOR PANE1MAlE FEMALE
<br />CONCRETEBASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CoN01ION5 DETAILED ON INS DOCUMENT.
<br />O AND PEMKOME PUTS AND N INCH FOR OF TAP-GRIPPOURED
<br />CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY.
<br />A2) CALK-W A SOLID -SET M04M SKILL BE EMBEDDED 7/5• INTO THE POURED CONCRETE, NO EMBEDMENT INTO (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED.
<br />STUCCO STALL BE PERMITTED. 1/4• 0-20 SCREWS USED SHALL BE 1 1/2• LONG WOMAN SHOULD STUCCO EXIST.
<br />NO 1• MINIMUM FOR WALLS WITH NO STUCCO. AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD. (d) SITE SPEC■IC PROJECTS SHAL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR AKWrm WINCH WILL BECOME THE
<br />BUT WITH WING NUS. ENGINEER OF RECORD (EO,R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE
<br />PROPER USE OF 114E FIXD. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE
<br />A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS. STUCCO OR WOOD BOARDS BE FOUND ON THE P.E.D. ENGINEER, SILL SUBMIT TO THIS UTTER THE SITE SPECIFIC DRAWINGS FOR REVIEW.
<br />EXISTING WALL OR FLOOR ANCHORS STALL BE LONG ENOUGH TO REACH THE MART STRUCTURE BEHIND SUCHPANGS. ANCHORAGE SHALL BE AS MENTIONED N A,) AND N A2). (e) INS P.E-D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSINAL
<br />U46M R OF RECORD THAT PREPARED IT.
<br />(a) TO EXCMOWT rrvrRATE Bt11CK WML ASTM C-90: 14. SHUTTER MANUFACTURERS UM1EL SHILL BE LOCATED ON A READILY VISIBLE LOCATION M STORM- 1/4' TAPCON AHOHNOTtS AS YAWJFACTLNED BY 1. T. W 81A10EX, INC- PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE, ONE LIBEL
<br />- 1/4• • . 7/0• CNR-N ANCHORS, AS MAIWACTIRED BY DEWM.T INC. (MIN. I'c 1500 P.•+) SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECIION 1709.9.2 OF THE
<br />- 1/4'• X 3/4• SOUD-SET ANCHORS. A5 DISTRIBUTED BY ALL POINT SCREW. BOLT A SPECIALTY CO, FLOROA WILDING CODE.
<br />("- F -1800 P.a.i.)
<br />- `14-10 PMRELMATE FEMME O AND PAHMMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCnON 1}IS DRANMif� STALL ONLY BE U$ED TO
<br />PRODUCTS (MN. V -2071 P..I.) *WtNII OBTAIN PERMITS IN THE STATE OF FL.ORIDA
<br />- I/!' • OF TAP -GRIP ANCHORS. AS IMNUFACTURED BY rRU-FAST CORPORATION AA"", A. 7J�
<br />Pam ... -
<br />- . , FLORIDA BUILDING CODE(1,09h velocity Hu one Zone
<br />0.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS, ELCO FANFLMATES AND CP TIP -GAP AlICIIOR, IN10 ONE .•'' VC
<br />13LOCX UNIT SHALL BE 1 1/4•. . :' 'moo `%. 0 'K 20 GAGE OALVANM STEEL STORM PANEL FP'
<br />' : NO. •T pWN F
<br />4 167 I
<br />8.2) CALK-N A SCUD -SET ANCHORS SILL BE EMBEDDED 7/5' INTO THE CONCRETE BLOCK UNIT. NO�� -- °
<br />"
<br />INTO STUCCO SHALL BE PERMITTED. 1/4' 0-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM .
<br />.GLOBAL PROTECTION PRODUCTS, U.C. DAME.
<br />':,
<br />EXIST. AND IMINIMUM FOR WALLS WITH NO STUCCO. ',
<br />STAi OF - � iL -- s1 slxn
<br />O
<br />RM. ]MAN R Y iA w•! IIOO —ANY
<br />1Y MOR: (NOATW-76y FAL 051)Fp.-°T7 20- (7B
<br />�'•Ly�'�CAAyP,'•. ?OR OP• ,.: . aW m-,m aru m-m,
<br />_
<br />-
<br />EA:P A : ILLN 1FLORIDA'
<br />'�Iss/ONA Wa3oR P.E.
<br />1 yQT 1 Ir g
<br />PRObj)C7• EV A•N VATEON RFtw R1 NO 2%C= of 3
<br />MATERIAL CHARACTERISTI-C AND SPECIFICATIONS:
<br />Shall be strictly in accordance 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 be as indicated on sheets 1, 7 and 21 of
<br />26, or Product Evaluation Document (P.E.D.), drawing No. 20-176,
<br />7. LIMITATIONS AND CONDITION3 OF USE:
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated
<br />on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, indicated
<br />on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176
<br />prepared byTilteco, Inc. and signed and sealed by WafterA. 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 sMicture6.
<br />Product Evaluation Report prepared by Waiter A. Tillit, Jr., P.E. (Florida License
<br />No. 44167), President of Tilteco, Inc. (Florida CA-0006719).
<br />=zy�Q�� �GENSF ��
<br />^ 44167
<br />_-I`�— 's
<br />%�?,eno- p STATE OF :'SI
<br />/—I s- ... WRiv *"a�r`a
<br />y, Fs....... 11.`
<br />G�
<br />�'q,�M tONAof i "E, %M•``
<br />WATV.L
<br />D:I TILTECO AOMON RECORDS III. E. REPORT.20 L GLOBAL PROTECTION PRODUCTS, LLC 120 GAGE
<br />GALVANIZED STEEL STORM PANEL\ DRM N 20.170 %REPORT B 20-OMOI
<br />1 L �CO�ic.
<br />TILLIT TESTING & ENGINEERING COMPANY
<br />WALTERA. nLLU,, M, P.E. tilteoD@"I.CoLn
<br />PRODUCT EVALUATION REPORT .,P.R T.I—NM 41167
<br />FLf;.A. Li— V0. •1J06719
<br />REPORT NO.: 20-0727.02
<br />DATE: July 27, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER: Global Protection Products, LLC
<br />4800 S.W. 51 Street
<br />Davie, Florida 33314
<br />1. PURPOSE OF EVALUATION:
<br />This is a Product Evaluation Report Issued by Wafter A. Tilsit, Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61G20-3, Method I 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 Edition 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 />2. EVIDENCE SUBMITTED:
<br />11. PRODUCT EVALUATION DOCUMENT (PIE�D.1:
<br />Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL%
<br />sheets 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A.
<br />Tillit, Jr., P.E.; dated 0712712020. This drawing is an inteR'W�y ��11'��,jhis
<br />Evaluation Report. ` ", -' X ' .. 1/,P'%,
<br />-- P!--"" \CENS, ', /$
<br />_ �'-�41167
<br />/','/4�
<br />/ it STATE OF /- r'
<br />s,?c--• FtORiDP.• ::;`v',.
<br />6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-
<br />COMPONENTS. FOR REGULAR dE LIFE SAFETY STORM PANELS
<br />(SCALE 1/2-1'
<br />_. __. -------- 15.196' (TOTAL WIDTH}--.-_-.__ ----- .._._. .-_ ._ _. -.-15.196• (TOTAL WONT)- - ----_-_. -
<br />.-. .- _..____-12.500- (EFFECTIVE SUM)
<br />-- alp' -- ---_ 6.250•— -
<br />I r r,.311l0 -----
<br />71.3I5o•-�--T.3I0 .'�. 50p• / ! 'S
<br />,^� > i .--1.360'--, ,'� 0.036• MAIL 11KK 1.3 90•-- `�
<br />I `.;
<br />Sv
<br />T. ( / 1 .�„F• ASTM A-683 f '
<br />/" 9 `
<br />// ® •, 2.651'-4 1`..�2.E5r
<br />KN S 6 �
<br />, 1'.!
<br />r / ) G-/q0 GLV. /
<br />2.aoo' - 11'a �� TYP.. ., ` T
<br />DRAM dT / 2.000-
<br />GRADDELL A�
<br />e0 GMWOINAN
<br />LBiMLHr
<br />/
<br />- - - - - - - .41.6
<br />-'
<br />-11.3k- I.Ao• %
<br />"An.
<br />- - 6.250'
<br />1Q STORM PANEL a END STORK PANEL
<br />2.te7' --
<br />i 2r
<br />---.-..-'---
<br />-. • 17501 - 2.157' - 2q ,4AK15 DO LW ••.. ...- i 1.250• .100' JIG' .125• �..750•.- � 6ER45 ig,;& •125'
<br />-_ __ __. `
<br />,- L_L�'�
<br />�,r
<br />'_ ■-•av 1 1 i.. ,fTijrr as ro , 1
<br />W NfMM'D EDGE. ., jQSES�AEIEL
<br />/ -i 0. 1 -70 SIUO t•VETEDTO BIND!;I
<br />3.375• i
<br />.093' _ .093'.09Is
<br />2.000• ,.500'1 1.500'
<br />t t2s- .939•.930' `'1{�).250'p
<br />.'2.i2S' l...lj'{i...l 1.: )�=4-_ __ ..I
<br />`- `' R a .375
<br />L- 125'--. T �1.500•�
<br />I ft. - 3r< s• M•:.-- ---- -,---1.5m.--
<br />�_- �j I,�,,,,ISOMETRlC
<br />L ,,
<br />y'
<br />In"
<br />VIEW DETAIL A L- 3C
<br />ROUNDED CORNER a ENDS OF PANEL'S 2000•
<br />END LIP W� EDGE. (�)`h' HEADER O3 `U` HEADER 4O ANGLE (4�A ANGLE WITH STUD ® ANGLE WITH
<br />.HEMMED
<br />REVERSE STUD
<br />I -. _.- --(
<br />SCE
<br />I HE OEf.
<br />1/14 A 1/H .374'
<br />F-� I TOP EDGE .006• .37l-ow ..-;.750• -
<br />' i.leor vMMEt �f, e6 h +- Flo _j Tn ,/4 F 2a 304 SEMIS
<br />- I--M.3n, L 3� . ( --- 640• `3.5. STUD RATED TO
<br />,.4ort.o,625' .375r r NWAE a ,2 ,/2• D671'I___'�• ; 1.343' R062• i.671' \` T.500• fjS/NnO'P
<br />�I, 'YnW 1.0T5•' 3
<br />HOLE loll .093• ,
<br />-EY[RY
<br />OCATION AO,lRM _.-�.7.00o
<br />PIANEL
<br />OKEY HOLE WASHER -- 2.000 -- - )
<br />�.063' © `F` TRACK ANGLE ® aj f 6W `r TRACK ® FLAT PLATED
<br />Mto" WITH STUD
<br />: .. Ir LONG
<br />3• 3:'�GENSL+••ASN't
<br />0.036- (MIR) .-.094• Lr_
<br />---GALVANIZED sm.-`'_ - 11_ _ _._T �Pk. Tf�375!-�.i36.9
<br />.e75.9
<br />—i •
<br />N0.441A67_
<br />3
<br />_ _� * ;• * * FLORIDA BUILDING CODE h V•IOG11 Hurricane Zone
<br />---
<br />�_ -083y � - NICKEL -tp aF IMMAT. STATE Wmio TILTQ•. INC. FP.
<br />V%*-_
<br />L.. '.� ' .,2s�p��.i887�s�. T WINO HLT
<br />0 �' : '� 20 DACE GALYAIOZED STEEL STORY PANEL a,l,,, ei
<br />Y HOLE •.
<br />2.�0.. ' Fg T ///rNN IxOSAI PROTECTION PRODUCTS. I.I.C. 07/'um'6
<br />AT PANEL ,1119//„ 1Q - `- - - `� • P L E 4m 1.W. 6, 90WET WIAL
<br />i'=T' c
<br />-2`X7WX
<br />®1,4W ALMOaTA41Y. USE WINO NUW/NR p,//• �T�(% DIAW n 33314
<br />ALUMINUM ANGLE MONOLITHIC wAasRl W/ ADOITOnv v fIR L Y A . iP AiP A R MM n 0 E (a.)w9 T6AW FAY: (9a)ew eT9T 20-176
<br />.A.. O.e S,-+o,
<br />G-`OOO6Ff`,i r AN r r 13NA•.N AAA'
<br />• 7/8"h3/32' M/HM (SANLLSS
<br />STVL M IRG!!n PLAYED 57EII). P !N./aPMiAIW,/OAR WL1ER A nUr A. PE aY't 3 W r
<br />PRODUCT EV At. 'ATTON RKPORT NO 20:6727.02 2
<br />2.2. TEST RE PORTS:
<br />Large missile Impact load tests were performed under SSTD 12.99 standard as
<br />per section 1609.1.2 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 03/11/02 witnessed by William
<br />R. Mehner, P.E., Soriz Moroz, P.E. and Henry Hattem, P.E. and Report No.
<br />0219.01-09, dated February 26, 2009, signed and sealed by Edmundo
<br />Largaespada, P.E. and Henry Hattem, 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 by American 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. SCM-198 by QC Metallurgical, Inc., dated March 13. 2009,
<br />signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as
<br />per QC Metallurgical Report No. 1OKM-1318, dated December 1, 2010 signed
<br />and sealed by Jerry Jaciofano, P.E. as per ASTM E-8.
<br />2.3. STRUCTURAL ENGINEERING CALCULATIONS:
<br />On 24 Gage Galvanized Steel Storm Panel for maximum partial length vs. design
<br />wind load, as well as maximum anchor spacing vs. design wind load and panel
<br />length based on rational and comparative analysis, and in accordance with
<br />section 1604 of the Florida Building Code. Calculations prepared by Tlltsoo,
<br />Inc., dated 12/18/10 and 08/27/13 (for this revision), signed and sealed by Waiter
<br />A. Tillit, Jr., P.E.
<br />3. MISSILE IMPACT RESISTANCE:
<br />Lange missile Impact under section 1809,1.2 of the Florida Building Code, as per
<br />SSTD 12-99 Standard and TAS 201.
<br />4. WIND LOADS RESISTANCE:
<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 (P.E.D.), drawing No. 20-175.
<br />Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10,11,13 thru 16
<br />and 18 of 18, of Product Evaluation Document (P.E.D.), drawing 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 12-99 Standard.
<br />��Y`,# 101111111M My,
<br />c 7 7� * 67 .7k
<br />4tr
<br />j -a'' STATE OF Q z'
<br />9�F F/ORiDA ,r�-4:
<br />D.M.�, ,FQ�; �, �/ ). (µ ),
<br />O t ®'
<br />D.M..®,(@- 4Q.+
<br />( +),& /
<br />,/4' '
<br />MAX. GAP
<br />1/4, 2/4. 3/4. 4/4. 5/5, 7/5,
<br />1W/10, 2W/10, 3W/10, 4W/10,
<br />5W/10, OW/11 BE 7W/11
<br />ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS 8 A 9--
<br />FOR WOOD SEE SECTIONS ON SHEETS 10 A 11
<br />O17 1 �*
<br />PRODUCT RVALVAU0"JZQRLWUQA2= 3
<br />5. INSTALLATION:
<br />Installation shall be performed strictly in accordance with details indicated on
<br />sheets 3 thru 8, 12 thru 18 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, 15, 16 and 18 of 18, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-175.
<br />B, MATERIAL CHARACTERISTICS AND SPECIFICATIONS:
<br />Shall be strictly in accordance with General Notes and Components Indicated on
<br />sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No.
<br />20.175.
<br />Anchor specifications shall be as Indicated on sheet 1 of 18, of Product
<br />Evaluation Document (P.E.D.), drawing No. 20-175.
<br />7. LIMITATIONS AND CONDITIONS OF USE:
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated
<br />on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175
<br />prepared byTifteco, Inc. and signed and sealed by Walter A. Tilld, 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 Walter A. TRift, Jr., P.E. (Florida License
<br />No. 44167), President of Tllteco, Inc. (Florida CA-0006719).
<br />wATILL
<br />D:I TILTECO ADMON RECORDS I P. E. REPORT
<br />GALVANIZED STEEL STORM PANEL l DRVWG IF 20-17
<br />r- -T---r-?-t-T-• T---T--T---r-•r- -r--r r T i_--r-7-T--1--T----t-T--7_--T__T_ -.
<br />- _ .r--__..I
<br />I i
<br />- - - -1-- r' -----I-i_ ; �: -.- -_-1_ - i - - - - Ea �
<br />- r .. _ -1_.I _. _ _ . €
<br />fi ,�� �1�I
<br />r
<br />UNBOLTED PI r:-., BOLTED PANELS W/ //H-2D.1'_ I
<br />(SEE SECTIONS AS ") $.S. M.S. BOLT W/ 7/r . 3/32• :,
<br />APPLICABLE) WNGNUTS O FA OVERLAP
<br />I I f AS F
<br />_. _�_l�_1 __j F'__.1. I 1-L __.1.._ _ ::ALL. LC�-.I APPLICABLE) Fa
<br />1wi- _ _i i - _- _�._ .r- .�_ T.J i._._i _T-. -.—F- -- ED
<br />1 1 I
<br />-
<br />-'- - -
<br />,' o 0 0 0 -_ . _ 3 A
<br />-- �, wxM -- 1/4, 2/4. 3/4, 4/4, 5/5. 7/5, --3.
<br />1W/10, 2W/10, 3W/10, 4W/10, 6/5
<br />5W/10, 6W/11 a 7W/11
<br />_-- - ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS B A 9_,--------__---_--
<br />._ , --. FOR WOOD SEE SECTIONS ON SHEETS 10 A 11
<br />REGULAR STORM PANELS n A & ELEVATION
<br />N.T.S.
<br />0
<br />2.6r 1/4- Moe. GAP
<br />(r1 O,EaAP -1 WADE SOUN
<br />=.I
<br />-6•-W
<br />CD
<br />a)
<br />=
<br />U)
<br />L_
<br />—Cu
<br />�{i
<br />a)
<br />�--0
<br />U
<br />_0
<br />Q
<br />CL
<br />0
<br />=
<br />.0)
<br />Ca
<br />U
<br />N
<br />0-
<br />Cn
<br />-
<br />a)
<br />CU
<br />-0
<br />0
<br />-0
<br />_a
<br />i
<br />C
<br />0
<br />—
<br />L
<br />a)
<br />C6
<br />0
<br />0
<br />C6
<br />LL-
<br />p
<br />CU
<br />>
<br />Cn
<br />.—
<br />0
<br />CU
<br />Q
<br />�-
<br />.c
<br />Cn
<br />-0
<br />.-
<br />Cn
<br />Q
<br />Fr
<br />No
<br />I�
<br />I
<br />"I -�
<br />fV
<br />'=
<br />O_
<br />a'
<br />83
<br />V / O
<br />LE
<br />o
<br />Uor-
<br />C
<br />r-
<br />I
<br />K
<br />;
<br />WW_ 4-
<br />M
<br />v7 -O
<br />o
<br />tV -C
<br />N a,
<br />..Cr y
<br />OV to
<br />Y
<br />3
<br />N
<br />I ML
<br />r C
<br />("
<br />G
<br />� -0
<br />=
<br />3 Rs,
<br />M
<br />C6
<br />=
<br />1,
<br />0 My
<br />C O
<br />9
<br />EO T
<br />a
<br />E:
<br />O
<br />u
<br />w
<br />INSTALLATION DETAILS FOR REGULAR PANELS a tit a END t3.O= OEULLS FOR INSTALLA110N IN POURED OONCRM
<br />INSTALLATION DETAILS FOR REGULAR PANELSCi do (a INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES CONCRM BM OR MOOD INSTALLATION DETAILS FOR REGULAR PANELSn1 & Q
<br />- OR FM■LMATIE FDAL[ a i\\\\
<br />r/+• . s9 VAUD FOR RMM LIFE SNM AND E Z HANG STOW PANEL ST'SEEht INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />INTO EXISTING POURED _CONCRETE OR CONCRETE BLOCK STRUCTURES ..For ANdgln r . rE nua 9R a w AwO ate, tAnMf��3'�"' ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEET ,
<br />(SEE IMCPAE ON sGIFDUE ON SHEET a A 0) s1aTs a HROLXAI S) 1'+-,-'• -. 1 CDYCRETE pQL�ED CONDRETE PQL6Ep CpKAETE-------- FOR w00D 5[F SECTORS ON SHEET 12
<br />CONCRETE ANCHORS 78"moupIS) `; �_YM. - r _ 0RCM,C■kTE (FIACX-_ DYCR TER RE eLOCR - -CL .4% Sod( 2 6.F• 3• Y•F,jsou"ON9) SHEETS I D >HaKA, 9' .1 E.D. WHLm a 11•owH q 4_ I - - --- - R I./2' F'.
<br />1 ril
<br />a, RE°RARED---_ 0° 'E 'r"O"� �a MtaORs _ OAN okalP�1 woLE YIUE+7 9, 9, WL BYR *aCONCRETE _fsEE SLYHEDLRI oN CONCRETE ANOIORS{/��� {/��� _ _ ) mWpC o�c� (TEE 9G■aUA[ W� J fta a3MTau a \ -\"J CONKJRTE IiIIE�, `/ �yi O1 4• �� Tfr FFWI tWt[ tIMI� rEE 51%WDLAE oM 1Es1.11m1AE ON SHM 1) SHEET 9) �sC mULE aY y, T
<br />r-�_, REO17 TI \ ' - -"'>� nM DR9iMG FMNEP� R ED. __ } m �L 1-- ,-., • Yin. ... ,• u eon -- /2' , MN.- S.a : ' Wa mxarTc[ WEI , ... , 1w•P■ -- -I 15�
<br />- - -- ----T ` - -I , • j FI. � � ,— _-1 �i/11
<br />/2 112
<br />{'_ /2• 'rrl(01Rr' L ' rrPm. - { I JI J 1 H 1 ' 1_ 4I i/4- \�\ �`\� \- `E�\ r - 'J > wW rE RwARML . I w. 1` 1>4 I CD r
<br />- _.._N -T aW.9 • m j I L'o. \ I ♦,>-L • ,r •c �°'® C_I C_ I . N T I
<br />i I
<br />EHMIIRNO A'IXX,EO CO. 1 I e 1`-- e 1 H ' t` u,ItD I -Z 1 -Sox v
<br />R[AIIMWD a : O LONEAEIE I E-0. \ ..._ j as,. E0. ®• CO... 1 �.�\� I 1 a EOOSCOMTINO P'OURED.. I w ` _ 7 M r- u M a■ ,y I \ E.D.� I 1 a o
<br />\� '�\, �� 1 t �' 1�i >,WWUA3t• �... 7 i 1 `\ : t � CONCRETE BLOCK 1 P mAu-.MAW 1 1 L,,.N E� ;\ I L _�.. r�_..�a. _ __._ �.__ _ _MAX
<br />L•' \� 7e rR • \_; \ 7b MI • L... Y -- ®4- *r _-.�._ ter _ ..ti. �MrPP1 I I 1 A 1 I REQUIED. 1 1 •� I \ , 4i-iwr' — ■ IF S'j'.°MLEjII , /L' otW II II /T°1WOG` II I I (��,.�a 4- - - .,��S` �\D.� ��Q,\\, . ,\ ..� \ I / eOLD ■ - 1 ' V
<br />WX x>ImIAc 1 i -+79e Ir eAMLlDNrl 1__,�)
<br />� I I'1-�� a Wlm • i i_ . - L 1 --- ,...._. __ -- _--_.:-_ CASE A ,�LAN1 VA '-I!f y1 m ' 'T�I . a w ww I r. RONaWN W,--M I I / I I +- 1' I r 1 o
<br />ro a.r I aA� 1 N... m Fur. I O I >0A '° aNw I ` ' .sm.1• rW i - .. ; rJec B LAN) �rm> Ww ; i ' 10 A°m"ia ' .,-1 MINT W ncW+ 1 i.E- I I I ' : ----I .
<br />aN Warr • n ".IM. t 1 om mg". 1 1 I --•'-
<br />ro. - 11P_"'" ( t�jy HIN �IOM ,AR 1 L__ l saME 3 ,al• ItAtee" Err' I I 1 H I ii •, I I
<br />PAi.-I I OI■WN9-J 1 I/o" M" 1 1 NN I I W __ ", I h `I O I _ 1
<br />n i L: ' 01 MWmuU *a '
<br />N } i,1 ; ; i i y i V.. _ j sF OAr --.. Q ae,ON ioaNl j F[V� ,Aloe ��W aj r Nrio-wm�ri °. R"•iAHi. a:, i -_ -yl.. '� �. _ 9 y _,_. _--. 'j,. y L _ i.. ,.`:__, , _ .. t. . ^O
<br />I 1 , I �j I I f I • ' � ' O• W° HIL4LR I F a Ir-- tW' , Its//.YY.-Rbi• - g T,�//4CYR-fOs, - I,�/�pRs-90.1 I .I ... 1 a-
<br />. 1 :. 1 1 1 I I 1 $ 1 I -1,Il, a°i.f°'wNw°AOI I _.{ 7 T `1dI ID 9Aa I - (, 7 R �� (D-® , , -, IWw ,u13i FMaH --- -.. 1 �L IWPIR W� I--- _- - -1 ITiRF RM 6 upR --- _ __( H `
<br />!I I�.J `'l _ WNWt • •L Ixs 60.n W S SA ItOln R [[[lll��� • s.W 60.n ■/ ,
<br />'NERUVI
<br />i 1 i �.� `.. MRi x' .lr1`S 1 n- I i i r. r.s uue+lsi 1 1 -..___ 77 1 i 7C��j�R} 1 i N I t
<br />Lair 1 } - o. 1," l-_�_- _--- _. �] 'I :.
<br />I ^ - \ u Y.f• _ L_.�__- e5 -- - I II I II Cn
<br />I ' V -- , �_— 61l:N AW • ' .` 1 ...,,. Ot` fi,t TI.O[WF' YRO • . 1 1 i I WON I ,A Rom,•[ © 1-_ ___ _yf._ r_-- -_ — ; —_. I I ( ,
<br />7A+�y/�• R VV r _ �' 1 NIImI p• - ii`
<br />" • I � �I
<br />...KTEEXISTING � ED. f -1 - - ,iR9 WN • f I c.+. i 2 1� I� r E7a51uND POIRIf__ Lo. I J C0 EPOu11CD I D. 1 I> ,/I• ac 1 //: 1 • 7 . �� ' i i --
<br />CONCRETE aLOCK '' •" I MAN SAW • I I CONCREE OR - CONCRETE TRACK �. -- . _ 1 r ,// 1 .r �;,., e�-- AAAr I 1 50R i - - a A 1A BNt" 3''Me..`'/ - ///- p�,NW Om� O�g� Y �M... -D.ILA A01I86A0 ,- Mtn.' C}`)+
<br />REouREO ; ,3 ,R' ITC, r� I _-_ - - --F MEdI BlDC1c REgJ1ED. �. I E.D. j /`--� rf r °�irt� r-'OIAY S� RIA� -1 OF 1' YMS -1 ypL ®oR® (D C-/--y ,.� I 1/2' I i/2• OISTRN9 POURED �MI`r'$ DF l• WAY OF ,• ion.f 1 1'
<br />1 , - i - :: C C1.r1 j `l o . ` L 1 CASE C f PLAN) . , _� MAX INLT40R5: FOR ,bRpk7E S[E SCIREDIAE ON 514EET 4,\�'-,•YiR� E 61Ad� 1 ; ,.�[:. ., YAR _._..FOR wDOD SEE SECTORS DY SHEET ,2J311
<br />+9' I y' EX1s'rNc ' y/"y-„�U - - sdWE 3/,6.,• CASED LAN <c.. -11 - ..L..'7 .r -- .
<br />J E.D. v �E�� �..>
<br />DOMICWCE AIIGdlS ,; 7 Ge4 LONCRCI[ AKlORS L---f.o. ♦ 4W tOMNOLT[ M+OO16 ;' > F' 4 1 ! CONCRETE BUCK / r ""in W 6 R. .. �� OWE 3 ,6-r' EL >� MI L ; E.D �REGULAR STORM
<br />Rs,
<br />SA000® ■/ CRUD as,. Rio I= SO GIL" OTT"- w. (� SWEOME a- - RWa • , 9APc. n WRITE ''ROB_ \� IA/r !I a• I WEWNED. 1 2• R/q37/ Wm Ir ���qp� s RWRwNM P
<br />a�EEB e> aN e) ® O ails 6 THIRoucn S) aMEEn a sepal p � 63 THROUGH aH 0) tM. • o.G i F ,W %cur j . , y/ W"_ MR \ \ I MgIR� �dM 0 RHs� .. f0 /% a4 r -----.-L---J 1/4' M O. GAP
<br />IM _ _ ___..__ -_. J i (� ._T 4 A I.m NW. •MIIiW •••I - sr �f� Me M1m, • r2 I SCLLE 3/32'.T 0
<br />I 14
<br />" Oil IF TAP- W (SQ a}EpAE ON __- \\` \ _ \ - - - - - T I - -r
<br />(aaEttam ON a ■ETs s n•Nou6 p % .-- s _ R L ? J ,soo' �R - - -L -'2-e� FwaLE MaLEr)
<br />All grWALL. M CEILING I MOUNTING H itCE 11/4 1 4-P-2o.3/4• Ss. BOLT j
<br />J2WCU a-
<br />- __-- __ ,-- - _ -} ® -- SECTION I SECTION 7,/
<br />WALE 3/8-1- 1 SCALE 3/8-1,SCAWE 3/6-1' �� SGIE ]/MI' TIWWIO we" • won ._.._(ea 90HEDIAC ON U
<br />---- -- Apt ,A♦y,p�p�
<br />I. __ -. r 'l-- '__ ""` _ 0O ""A` r,0M6RER MX3AORS K" ONm MNCRETE DULE ON SHEET 9) ' /!• MAX a
<br />I t -� • NEW I• WIDE . VARIES . 1/8' ED. - EE SCHEDUWTANCLE
<br />--•/ 9) OEE sc+�u ON oN
<br />EA. -EDGE DISGNCE .- - 1 a 8R¢T / '^
<br />..L�.a naIQ1r{MA i (SEE SCHEDULE ON _- .. _ Twat ALUM TUBE 00 i• . (SEE scNEDULE ON -. -0 ® CASE F j,PLANIT °) 1n1IUETE ..._L'1EN OR SECTION A -A fTvo.) ■ V
<br />f`^'rr` • 1 SHEETS 8 A 9) _.� / P.T.w000 PUTS SPACER ,' - SHEETS 6 A 9 SCALE s/1M7• --_R A'�
<br />I to p I % I /� r� MDCR pRgEpDUNPDfO `v
<br />a=;t:AI I v ) CONCRETE Nx REOLWA E sun, RE9UED SLICE 3/32'-1'
<br />I I I4 ; • NEW ,• WOE . ALUM. TUBE ON I* . . 1/6• VARIES - I NDTF OMIBINA1fON OF eFCT10N3: M
<br />R :.r.-_ i NOTE FOR ANTIDN OF SEC71DN3; r_` ppj� WOOD PLAlE1SPACER F 1
<br />I 1 a1n • I! IEHIOO Twat j I TOP h BOTTOM MOUNTINGS GW BE
<br />I COMBINED IN ANY WAY TO SUIT ANY ,� E (PLANT
<br />L.
<br />I.N i u I/Y oc r MI NNM TOP A BOTTOM IIOIN7INM.S CJMR fN: .. CAMI IE ANCHORS R
<br />1 >rP A. T1 COMBINED ANY WAY To SUIT MY , `," (SEE STALLATIONW M" 0. , I INSTAUATION. SrNE 3/, 6-1• 90GUffly, SECTION 2 SECTION W
<br />...t'1 901Lt 3/8-t' SCALE 3/B-1' SCALE
<br />A.
<br />\\ `� . T '�\ � 1. , �`� sF ,;� EXISTING PouREO •••.'� FLORIDA BUILDING CODE Nth Veloc HUMeane Zone
<br />VCEN d FLORIDA BUILDING CODE M h Velocity NurNCone Zone) W WA® AWH s r. l "" ,A
<br />PoLNNAO'.' :—MSOIICNIT[,AA710Ma-- COAICLTE af"` AIFA 1■AL9• IeteHr 10 K y1; VCENFLORIDA BUILDING CODE(1,09h VNx Nu canto Zon■
<br />_ , RR RDImIRE , , 2• rn. ODNC EIT BLOCK , Met. al AGPWr TNN / '• .2m nTIM HI'G �; � erN-TK+u_.e. No 441 BT :' '� `0m 11�D.'AL �20 GAGE 1GALVAtNZED STEEL STOreI PANEL I", REOUWM.
<br />/ ._00-0,M ANCHOR I * ( * ml,o nI(eO. ING 20 GAGE SALVANEZED STEEL STORM PANEL WAN W. M MASER.. 0 3�MI.. RECLAIMED. , ,WEN•. HDWR. I 44167 20 GAGE GALVANIZED STEEL STORM PANEL NOTE FOR corAeaMalors of = s �' W.
<br />-34
<br />.
<br />` ; Ik SECTION X-X * E.D. -EDGE OISrANCE - Z
<br />9''. TE Wr 1k �� nMlEo2s - * : * N•�.. 6>/a/mRe
<br />SNErMfS '""0i01� N o.• AL PROTECTION PRODUCTS LLC. /r/°°r saME 3/e., _ - - PROTECTION PRODUCTS, LLC. wE (srI SCHEDULE ON TOP t BOTT(RI MWNTINGS CAN BE i moo}--; PROTECTi0t1 PRODUCTS, LLC. PRE
<br />IL E C O 1Ne.HEEr B coMeRNEo IN ANY wAr To SUIT ANY
<br />_�__ A Due z S TE- -: ggqree
<br />�% `4<' . GRID IL E C O rile. ,.I, I.O. s, ,„a, DETAIL FtMt SPACERS rGOWRED AT TOP OR ��: 4110o I.O.6■6, $ro ) jA�I'., A tp L 1L E C O INC. .ego s.a _ R I.
<br />Z
<br />'7�;, • O, I, DUG W 3ssu .N`'•. * A AWY Is,■. FL >J.lt♦ INSTALLATION. ol•. R1D�' . ANY oWIL R 333u 20-176 Z
<br />"'+s`S/ _ NN a. w S. a .swr wl®tA R teen rr,vNE (F6MXNMf>s+R. FAX, tp•ylr-S>n 20- i 76 BOTTOM TRACKS ADJACENT TO STUCCO�W00D BANDS a AIO 3W, S• >r MA .RPM •ses, R nIr q,as: OM)s•°-76M FAx (aaXRW-R7o 20-178 F'• •. / .. WM. w. r. _ •+.R., R .-- n M-).•->a.N. I" (s)• .m
<br />Alai E -r „ RFamN A 1RLR N. PL. .w J
<br />SOME 3/e-i- M cA-IWAR . ,cur - r SIAwa N.: 'i/ 'pj, • LX•-000R7n ..I�.en I.N r Nwwc W. N. `s1 NA y{ a-600n>u r w- .r.- r owvwM NH
<br />t.LTEII A 1RAJ1 a., PE •M'A"AM ass , W U R F■LwN A T.AHT y- �i Ir-w am 3 Or 2. W xRN1W' rz T _ _ ow a Ir a
<br />SHEET N0,
<br />. I SH 1.0
<br />
|