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<br />r LVALLU&UQN aEPOIr ZD 20.t17]S.Bi 2
<br />PRODUCT P.VMXATION REPOWr NO. 204722.81 3
<br />ZPRODII
<br />i L EG�J INC.
<br />TILLIT TESTING & ENGINEERING COMPANY
<br />2.2. TEST REPORTS:
<br />3, MATERNAL CHARACTERISTICS AND.$PECIFiCAT10NS:
<br />waTTFR A. TTLLIT, JR, PE. '�lOwt�80)•44147
<br />Large missile Impact and fatigue load tests were performed under Protocols TAS
<br />Shall be strictly in accordance with General Notes and Components Indicated on
<br />rlrx. L.[e,w �A.4a1+1-
<br />201, 203 as r section 1626 of the Florida Building Code. Uniform static loads
<br />� 9
<br />sheet 1, 2 and 22 of 26. of Product Evaluation Document (P.E.D.), drawing
<br />ALC..U,P eN$Wft',I9
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />No.20-176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of
<br />Testing, Inc., Reports # 916569 dated 08/09/1996, #96-570 dated 09/181199e,
<br />26, of Product Evaluation Document (P.E.D.), drawing No. 20-176.
<br />PRODUCT EVALUATION REPORT
<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 10/0511998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />7.- LIMITATIONS AND CONDITIONS OF USE:
<br />REPORT NO.: 20-0728.01
<br />0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada,
<br />P.E. and Henry Hattem, P.E.
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated
<br />DATE: duly 28, 2020
<br />Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009,
<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 />PRODUCT CATEGORY: Shutters
<br />signed and sealed by Frank Grate, P.E.
<br />prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P,E.
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />2,3. STRUCTURAL ENGINEERING CALCULATIONS:
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />defined on section 1620.2 of the Florida Building Code.
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />wind bad, as well as maximum anchor spacing vs. design wind load and panel
<br />MANUFACTURER: Global Protection Products LLC,
<br />length based on rational and comparative analysis, and in accordance with
<br />7.3. Product shall only be Installed Into poured concrete, concrete block, and
<br />4800 S.W. 51 Street
<br />section 1616 of the Florida Building Code. Calculations prepared by Tikeco, Inc.,
<br />dated 11/03/08 and 03/12/15, signed and sealed by Waiter A. Tillit, Jr., P.E.
<br />wood frame structures.
<br />Davie, Flohda33314
<br />1. PURPOSE OF EV LUATION;
<br />3. MISSILE IMPACT RESISTANCE
<br />Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License
<br />This is a Product Evaluation Report issued by WakerA. TIIIII, Jr., P.E. (System
<br />Large missile Impact under section 1626 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />No. 44167), President of Tilteco, Inc. (Florida CA-OOOe719).
<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 />4,WND LOADS RESISTANCE:
<br />A'7tLC!
<br />Professlonal Regulatlon.
<br />24 Gaga Galvanized Steel Storm Panel has been verified to sustain wind
<br />\`�Na`�`ti'
<br />- Q� ........... . .
<br />y�.: ' �GENSF'••, .
<br />This product is teeing 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 />f 6,19. 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No.
<br />_ - Mn 44167 L -_
<br />J M_��
<br />Seventh Edition of the
<br />Florabeen verified for compliance and t In accordance with the Is
<br />Florida Building Code, and to verify that the product is for the purpose Intended
<br />20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 11,
<br />3-* �- '* '
<br />`i!14-'1 '
<br />at least equivalent to that required by the Code.
<br />14, 15, 17, 18, 19, 20 25 arxJ 28 of 26, of Product Evaluation Document (P.E.D.),
<br />0 STATE OF
<br />$_��_;
<br />drawing No. 20.176,
<br />_
<br />/ ",cF .,_ (GRAD ,.. � y"
<br />yy�t+ANsSNbNA4
<br />This Product Evaluation Report shall be subject to review and revision In case of
<br />5. INSTALLATION:
<br />a Building Code change that may affect Its limitations and conditions
<br />��`��
<br />Installation shall be performed strictly in accordance with details indicated on
<br />2. EVIDENCE SUBMITTED'
<br />sheets 3 thru 7,10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document
<br />aI TTL I p.TECO ADMON RECORDS 1 P. E. REPORT-20 l GLOBAL PROTECTION PRODUCTS, LLC 120 GAGE
<br />2.1. PRODUCT EVALUATION DOCUMENT (P.E.D.):
<br />(P.E.D.), drawing No. 20.176. Minimum separation to glass shall be as
<br />GALVANIZED STEEL STORM PANLLt DRING* M170 l REPORT tr 20.OMOl
<br />Drawing No. 20-178, tilted w20 GAGE GALVANIZED STEEL STORM PANEL",
<br />indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-176.
<br />sheets 1 thru 26 of 26 prepared by Tilteco, Inc,; signed and sealed by Wafter A.
<br />Tillit, Jr., P.E.; dated 07128/2020. This drawing is an integral part QItitis
<br />,li„),IIIIrrIH
<br />Evaluation Report.
<br />��� A . 10001
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<br />� SF'':�
<br />_ ��ay>- ` .1, EN$F/���
<br />;_yr� -ems ,' s
<br />- - ..'' No. 44167
<br />v ,-_ %
<br />���? `, R� 49167
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<br />- o'• STATE
<br />;acL. - F(OR)0 . ♦� 4gT
<br />6355 N.W. 36th Stree Suite 305, Miami, Florida 33166 -Phone: 305 871-1 S30 -.
<br />)N1LRlu1'
<br />/I L ECTO IINc_
<br />TILLIT TESTING S ENGINEERING COMPANY
<br />-- -- --- -
<br />wALTEan. T¢a lr„tx ,rs PRODUCT EVALUATION REPORT 1.R Il—l'4'44 67
<br />P.P.F LkN,sN9 -0416T
<br />rLL:.A. LmAi Na-0006719
<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 />PRODUCT NAME:
<br />24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER:
<br />Global Protection Products. LLC
<br />4800 S.W. 51 Street
<br />Davie, Florida 33.314
<br />1. PURPOSE OF EVALUATION:
<br />This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No,
<br />61G20-3, 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 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 />21, PRODUCT EVALUATION DOCUMENT ( .E.b.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 07127/2020. This drawing is an inte +p 'fir is
<br />Evaluation Report. �a�'Lri ^.,';tf"".y
<br />,. r.—I�\CFNSF •%Qv
<br />�t -#3d �k4167
<br />-2 2�'r
<br />/ .. o •. STATE OF 'Q
<br />Z�O�F •.F(ORIDP..��arL�:
<br />6355 N.W. 36th Street, Suite M5, Miami, Florida 33166 -Phone: (305) 871-f%91�� kAQbt;89'i-I531
<br />PRODUCI'1CVAI.I.A3I022RT NO. 20472782 2
<br />2.2. TEST REPORTS:
<br />Large missile Impact load tests were performed under SSTD 12-99 standard as
<br />per section 1609A.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., Boriz 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 Judo E.
<br />Gonzalez, P.E.
<br />Tensile test report No. OGM-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 OC Metallurgical Report No. IOKM-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 panel 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 Tilteco,
<br />Inc., dated 12/18/10 and 08/27/13 (for this revision), signed and sealed by Walter
<br />A. 7111t Jr., P.E.
<br />3. MISSILE IMPACT RESISTANCit:
<br />Large missile Impact under section 1009.1.2 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 (rode compliance to
<br />work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard.
<br />�'"�p,1A 71 N T
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<br />� ��-� ... d4167
<br />^ , 5 •'D'•% STA E Of 2
<br />%41- *'-.'`(ORiDA .•�Acaa
<br />"ek.. sSof ,ONIA "�N�```y.
<br />PRODLICT EVALUATION RWORT No. 2047Y•T 02 3
<br />5. INSTALLATION:
<br />Installation shall be performed strictly in accordance with details indicated on
<br />sheets
<br />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, 16, 16 and 18 of 18, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20.175.
<br />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 by Tifteco. Inc. and signed and sealed by Wailer A. Tillit, 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. Ti<llt, Jr., PIE. (Florida License
<br />No. 44167), President of TTfteco, Inc. (Florida CA-0006719).
<br />119.4
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<br />Da TILTECO ADMON RECORDS I P. E. REPORT.201 GLOBAL PAOfj - N P($i3Otl(�7�('7[�S, Lip
<br />GALVANIZED STEEL STORM PANEL \DRWG 020-1751 REPORT 92O.O7V*. ,4,•' .' (dRt44• • `G
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<br />/.��p�� A�Y�� COMPONENTS FOR REGULAR do LIFE -SAFETY STORM PANELS
<br />GENIER& NOTIM: 03) N CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND ON THE (SCALE 1/2-U' 1/4, 2/4, 3/4. 4/4. 5/5, 7/5,
<br />WINDEwsnNG WALL ANCHORS SHALL 9E LONG DKXXW TO REACH THE MAW STRUCTURE BEHIND SUCH PANELS iW/10. 2W/10. 3W/10, 4W/10, 6/S
<br />1. STORY PANEL SHOWN ON TINS PRODUCT EVALUATION DOCUMENT (P.E-O.) H45 BEEN YVDnED FOR COMIPUANCE IN ANC�ORACE SHALL BE AS MENTIONED IN 8.1) AND IN 8-2). - 15.196• MAL WIDTH)--------- ....----_- ---- _ SW t0. IOW 11 a 7W 11 '
<br />ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLORIN BULDIMG CODE (C) 10 E%1SYING wV00 (YW. SPEWC cA.:. G . OSK Lail ): -_ _ . _ _ .. _. _- _ - _ _ - -_ --- _ _. _-- -----15.196- (TOTAL WON)- -- _ ------ - / / /
<br />DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION IWOOF THE ABOVE MENTIONED CODE. - 1/4•• TAPCON ANCHORS. AS MANUFACTURED BY LTW. BUNIXEL, INC. 1. 1.Sj0' _---. 1 3• MAX ANCHORS: FOR CONCRETE SEE SCHEDULE ON HiF2T5 e e 9_-_--_ S• MAX_---- -- --,asoo• (EFFECTIVE wOTH>- _ _ -- -- _ —.
<br />FOR A WINO SPEED AS RECLINED BY THE JUANSDAGnQN WHERE THESE SHUTTERS WILL BE MSTALLED AND - 114-10 PANELIATE FORA E D AND PANELANTE PLUS ANCHORS. AS WOUFACTURED BY ELCO CONSTRUCTION PRODUCTS � ._. .. ..- 6 1/4 _.- :.�. r ----_ .._..6.130•--.. _ ,SOD• 1• WK .�-__ _ -___ � ,� � SECTORS ON SHEETS S 10 O 11 -'fr MAX
<br />FOR A DIRECTIONALITY FACTOR N4.0.65. USING ASCE 7-15 AND SHALL NOT EXCEED THE MAXIMUM (AS.D. - 1/4•0 LAG SCREWS PER N.O.S. �'
<br />iiy�t.
<br />r' y /
<br />DESIGN PRESSURE RA7NG5 INDICATED ON SHEETS 7 TIHRLH 12. 14. Is, fe, 19 R 20. - 7/18'• , 5/6' WOOD 8115HWIO. As DSTRIBUTEO BY ALL POINT SCREW, BOLT R 5T•ECALIT W. r , /1 • A� ,=�vu. /' �-1. •''� ,,\ O.ws' WN Tianc--i.3w'- - \ A o o e
<br />F- - - '� - r t ---' i'1 -- `'•.,, A-� r 4}�. D.M.,(�.(�.(�+® T-T- r-r -r--T---r--r---r--r-`-r-r-- r--� r-�--r-r--i--r -T--� --r-T-,. _..---
<br />N ORDER TO VERIFY THE ABOVE CONDITION. ,Ai11M3E OESKRN wN0 LOADS DETERMINED PER ASCE 7-18 7 �_ o \ •' 4 3 , 4O'f®. © - , __._ - i
<br />SHALL BE FIRST RED CED TO AS.D. DESCH NAND LOADS BY MULTIPLYING THEY BY 0.6 N DAM TO C.1) MMAUM THREADED PENETRATION IRO WOOD OF TAPCON ANCHORS SHALL BE 1 1/2• AND 2• FOR ELCO PAN LMATE PLUS T T
<br />COMPARE THESE w ND PANELMKE FEMALE 10. I;`�• 0.036' MN. THICK HF301ED / / 60
<br />{ MAX,. ANCHORS
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 iHRu t2. la. 13. 18, ,9 A 20. I ® a.6S7' GAL1AMOm STEEL EDGE / � ! � 1 -9 2.637 0-ao OALV. EDGE /
<br />C.I) YNIMUM THREADED PENETRATION OF TAG SCRETII, INTO 1HE W000 FRAME UNIT SHALL BE 1 I/2'. NO 11RPEADED ?D00' . /' ! T•(P. \ AS7M A-6S3 \ T 2.000' a /• r TYP.
<br />N ORDER 10 VERIFY THAT ANG10R3 ON THIS PEG, AS /E$1Ep WERE NDT O+ER STRESSED. A 3l71 K4CRPASE N ALLOWABLE PENETRATION INTO STUCCO SWL 8E CONSIDERED AS PART a< THE REOIAKD THaFADED PENETRATION. IEI/MIED DGE\> GRADE SO MI149M1 0[TAII RJ / � D I OE - RJ I i
<br />•,•STRESS Fl)R WND LOI10S WAS tffiL USED IN THEFT ANALYSs. FASTENERS SPACRIC TO W000 HAS BEEN OE7Eftlb/E'0 N _ _ E _ - ___ EDGE , _ j I I O ;:T C:
<br />OF LAG SCREWS.
<br />AS RADICATED IN
<br />DRUNK
<br />1M ABWE ACCORDANCE mYDiIgNED COOE't As PER falRA1CNIE ENGINEERING ! TESTING INC. REPORTS 96-s89. 96-570 R 96-T30 AND c.4) MRWIAA PENETRATION w000 BUSHING INTO WOOD
<br />S/t/tom' p SCREWS USED SHALL BE f 1/2' LAND MINIMUM - - ALA ... _ _ _ _ _ 1.}�0• �Q 1. - - • - - - - - - - - - - - - - l --- . - _ I I .
<br />__ '7 0-W GALV.
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERM N ACCORDANCE WITH SECTION 1625 OF IL I�ET - - - -7 L
<br />_ - --
<br />1 Q -
<br />AFENESTRATION TESTING S wEl1 AS iA1EPoGl1 TEST UIB, REPORTS
<br />}oW10A l2REr i lU +po - AS PER�A5 T201?tA5 202T D203. SHOULD STUCCO EXIST. AND 1• MINIMUM FOR WALLS WRN No STUCCO. - a.2so•--- T.}SO _+. - - - 1.. -� T I1 L ."J-- - - ---I ,.• --j �.--i- - E, � w
<br />♦ 48.6
<br />TAS 203 STANDARDS. CS) N CASE TINT PRECAST STOW, OR PRECAST' CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOUND ON THE OUSTING (D STORM PANEL (A END STORM PANEL ` - C� ->� C:3
<br />2. ALL ALtRetAW EXTRUSIONS 7O BE 6063-T8 ALLOY AND TEMPER. UNLESS 01WR'MSE N07E0). SEE SHRT 2. WALL. ANCHORS SHALL BE LONG ENOUGH 70 REACH THE MAIN STRUCTURE BOARD SUCH PANELS. f T _
<br />( ACHORAGE SIAtL BE AS MDRIONED IN C.1). C2) R C.4) . `'X-�a'167• _. -1 -�' r- - .. �- - I
<br />•. �'� V tC
<br />3 ALL ALUMINUM SHEET METAL USED AT CLOSUIkES SHALL HAVE 310S-H14 ALLOY. L ._ i
<br />f __ - - I
<br />I _T�� G m k
<br />(0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECFMATONS OF THE ANCHOR'S MANUFACTURER . ,..."� 1.230' 2.187'- ������
<br />GALVANIZED STEEL DESONAMON W/FY- 56.5 kit (AFITR ROLLED). ® W/ fEA•R'D EDIAL - - , t [��
<br />125' -" ~�• 3oi•~� .12i. R 1
<br />4. ALL STEEL SHEET METAL PANELS SHALL HAVE STRLCT7RAL OlIA1TY STEEL, ASTI MB33 CRUDE 50 LMKMUM. C-80 l PANEL'S UD LIP I .NOD' 0, ./23- .73D•- ) I BOLTED PA1h15 W-r 1 - i jk - L6.
<br />e. PANELS WY ALSO NSTALID HIM%Iza/RAIY fCLDMNG NS7ALLATOh DETAILS HHOWN ON SECTION 3 7HR000H to SHEET' 4 1.290' ARID' -'- 60FE5 YRI[4 UNBOLTED PM1EL5 - N_
<br />THROUGH 6) EXCEPT THAT HCADERS Nit SHALL NOT BE USED. 1 -I' S.i STLO ANVIED SD. fm W41FD -' ��' '•- r IL S.S. M.S. BOLT W/ 7/8' . 3/32• ;+ NN CV
<br />(SEE SECTORS AS
<br />2.12s' To Alai[ • TO ANGLE • 1 f MINGNUTS O EA OVERLAP
<br />G.
<br />/a' o.e. I ' I _
<br />s. ALL SCREWS TO STAINLESS STEEL SOa OR 31e MS SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER ,.500• l.300- , ... _�_.,-._f _1 ;.l_ .t_ -_ -- (_1_ l .1_-i - I 1
<br />ON SOO18 N/ 50 kaH YIELD STRENGTH AND 90 kit 1A1S11E STRENGTH •SILL COMPLY W/ FLORIDA BOLDING CODE t0.08' I00 I i I SECTIONS AS APPLCABLF)
<br />SECTION 41 �,• .093' U / .939' .939' SFE APPLICABLE) - N o co
<br />9. R SHALL BE THE RESPONSIBILITY OF iW CONTRACTOR TO VEieiY THE SOUNDNE55 U THE STRUCHNE WWfE S7KUTTER S 1D BE b230' ��- YR 2.123' 1 OET 1 t 4_ __T'. .__ , � ,- r __ .;'��r__ E � 3 � SC
<br />I u,raa ,x,
<br />ATTACHED TO NSLItE PROPER ARCNORACE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR MWO FRAME ].373' .00.T' 09}' 2.000'
<br />8. BOLTS TO DI ASTM A-307 GALVANIZED STEEL, OR MSI 3t)1 SERIES STAN1E55 STEEL WITH 38 Mai AINWIIJY YIELD \ / . AL t OC7AL 1 I I T .-_�.__ ._� I _ _ i - _ - Q
<br />,0. EACH REGULAR STORM PANEL WITH IEMIGT/Ts OVER B'-8 TNPpU(91 12'-4'. AS PER SECTORS 6. 8. 9 6 10 AND ALTERNATIVES BW. R a 373. i_._ ZS_) L_2 ____. _) I
<br />Ij n�i
<br />STRENGTH. Oi
<br />9W a TOW ON SHEETS 3, 6 R 12 RESPECTIVELY: SHALL HAVE A IEGNiE AND READILY VISIBLE RANKING INSTRUCTING OWNER OR 7 ANCHORS TO WALL SHALL BE AS FOLLOWS: TENANT TO SECURE PANELS WITH APPUGIBLE REINFORCEMENT DURr1G PERIODS Or HURRICANE WARNING. R 4 375 I (-, 7125• 't i I I I T ]�
<br />(A) 7D EJO RM POURED CONCRETE. l I. THE MISTALUTION CONTRACTOR S TO SEAI/CAULK ALL SHUTTER CDW"Vn EDGES WHICH REJWN N CONTRNOUS CONTACT WTH I.- - �, I n.e R ��.� .- --3' M°A---- --... 1.30Q'----I.SW- i .1 N i I I i 3 3. M
<br />--,1/4': TAPLON ANCHORS AS MANUFACTURED BY I.T.W. BVILOE%. INC, (Yin. fe-3192 p.s.i.) THE &Atp9C TO PREVENT RAND/RAIN INTRUSION 1
<br />/4' . 7/r CALK -IN ANCHORS. AS MANUFACTURED BY OCAALT NC. (MN. f' -3000 Psi.) 1SOt1ETR� YIEW DETAIL A 1 L__-2.000' - 2.000' - D.M..®.®, 0.+ f__I -I- -- -- - ! - .ram U �6]
<br />- 1/4'.. 3/4' SOUR -SET ANCHORS, AS DISTRIBUTED BY AL POINT SCREW. BOLT a SPECIALTY CO. 12. STORM PANEL INSTA LATON SILL COMPLY WITH SPECS INDICATED N THIS DNKNG PLUS ANY BINLDING AND ZONING REGULATIONS ROUNDED CORNER • ENDS OF PANEL'S(Min. rc-3000 p.a.L) PRONGED BY THE JURISDK.TON WHERE PERMIT IS APPLIED TO ENO LAP W/ HEMMED EOM. w;11 O I O O OI'Iall-I _ J i C O
<br />Q h' HEADER (� 'U' HEADER 4O AjQj$ ® ANGLE WITH STUD ® ANGLE WfiH Q O O ®� T
<br />!/a-f0 PANELMAIE rFJMAIE D A PAINELWTE PLUS ANCHORS. AS MAMFACRRED By ELLO cousTRUCnN PROOVGTS 13. W THIS PRODUCT EVALUATION DOCUMENT (RED.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION (N.T.S) 4 + 6 4 + 6 r �. - -!•
<br />(MN. rc-3330 p.ii) FOR A SITE SPECIFIC PROJECT. I... WHERE THE SITE CONDITIONS DEVATE FROM THE P.E D. REVERSE STUD 3- MAX _�1/4. 2 4, 3 4, 4 4, S S, 7 S, �-6
<br />3' MAx p-
<br />1/4'• Cf TAP -GRAN ANCIDRS. AS YARUFACtURED BY TRV-FAST CORPORAT1oN (rc.J600 A.•,.) -i SEEDARIES ANNR 1a6"-. 09a• - _- --1' MIN. / / / / 11• YN.
<br />(D) CONTRACTOR ON
<br />TO BE I. PROVIDED
<br />FOR /S THE SELECTION UiTE FROM
<br />THE
<br />INSTALLATION NCLLED, LIFE SAFETT OF THIS PRODUCT , 1/1 0E1. iW/10, 2W/I I 3W/101 4W/10, 11o
<br />( --
<br />A1) MINIMUM EMREONENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL , 3/4', 1' FOR PAHR7MAlE iE]A4.E BASED (N TARS P.E.O. PRODDED W/SHE GOES NOT DEVAT[ FROM THE I:ONDITIWNs DETAILED, ON INS DOCUMENT. ,/t+ a 2/14 T L
<br />• H--- 37a• 374• oee'D-7•A'-. SW/10, BW/11 A 7W/11 u
<br />D AHD PANEYALTE PLUS AND 1 1/4- FOR CF TAP -(RIP ANCHORS. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSBLRY. rJ .. 1 .. �11P^^OdF 1J t2Y . /4Y-20. 304 S'ERO ANC]WRS: FOR CONCRETE SEE �HEOULE ON SIEflS 8 R 9STUCCO SHOD. BE PERMITTED. 1 4- e- _ _ ----A2) CAX-N a SOLID -SE- ANCHORS/SHALL 2HE EMBEDDED 7/8- INTO THE 0 SCREWS USED SHALL BE 1 1 2' LDONG CRETE. 0 E ESTEN1 NT%ISF. (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID F MODIFIED. - _ T-- �.270'.656• � 76w•I_-�sR012R um TO _-.__--.-.FOR WOOD SEE SECTIONS ON SHEETS 10 R it _.._ .__ _._ _- �t_ 1I / // 1.b7•t.pa823' .373' ". • _ _ /r O.C.
<br />PROP ENGINEER, HALL SLUT To TN15 UTTER THE SIT SAS A D LEGATED FOR REVIEO THE !- D I.00/gION AT L , - 71-
<br />-.-1-_-J _-]_J
<br />Np 1' MINIMUM F'pt WALLS WITH NO STUCCO. AdRJ WY HFALTW SCREWS OR ALL THREADED SCREWS W/O HELD. (d) SITE SPECIFIC PROJECTS SNAIL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WLA BECOME THE T 1 Ill�l/ ) 1 6 1 �
<br />BUT WITH 'IRlD NUTS. ENGINEER far RECORD (E.O.R FORT D< RECORD. ACTING AS A DELEGATED ENGINEEPROJECT AND WHO WILL BE RESPONSIBLE R TO THE 3 /rr tits[ RDR THE L- - 1.063' 1.N3'08a' t.871' \. 1.O1s' 13OD• .
<br />PROPS USE OF THEOR E D ENGINEER
<br />A3) M csE THAT PREG4f STOMA. PRECAST CONCRETE PANELS, PAVERS. SR1CC0 oR WOOD eawos eE FOUND oN It* -."7•� l _ I- ' -.R i i.080- _ .; I _- I REGULAR STORM PANELS \ I /� ELEVATION
<br />EXISTING WALL OR FLOOR . ANCHORS SHALL BE LONG ENOUGH To REACH THE MAN STRUCTURE BEHIND SUCH tNOW PANEL �AAP I . J. M. __ 084• -- ._. - N.T.S.
<br />PANELS. ANCDRAGE SHALL BE AS MENTIONED IN At) AND IN A2). (a) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL - --__. 2000'__�
<br />ENWINR71 OF ACCORD ilAi PaPARED IT. .625'1F 'y'".)
<br />lej r0 7.000• 0 KEY HOLE WASHER
<br />_(j0 31N0 H%1TNULM iffNYr WA• I Grit C-90: 14. SHUTTER MANUFACNRER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />I/4' • TAPCON ANCHORS AS MANUFACTURED W 1. T. W BIALDEX, INC. -,06}• (�) 'E' TRACK ANGLE ® jf8' cut~ TRACK ® FLAT PLATED 1/a' w,. TAP
<br />PANEL SHUTTER D ACCORDANCE OPENING.
<br />SECTOR 170O C OF FLORIDAWITHBUILDING1 CODE. ONE LABEL a 2.67"
<br />14 0 • . 4- S U-SETLK-W ANCHM,ORS. AS MANUFACTURED By DENALIOINMC. (Wit. rC.150b SPECIALTY
<br />8E PLACED OD EVERY OPENING. LABELING TO COMPLY WITH SECTOR 1709.9.2 a THE LDOWVAW (Yin) -.OBI• WITH STUD
<br />- I/4'. X ]/4' SOLID -SET ANCfONS, AS DISTRIBUTED BY ALL P(7H1 SCREW, BOLT i SPECULTY CO. FLORIDAFT.ORIBUILDING CODE. GALVANIZED sTEn"~ IIWNIIIN (Nit ONQaAW-1_LWilE `WNL1Yj
<br />INN. r-low P..L) VA. /S• tnNc - - -- I 4 Et� A• Tf((7l
<br />7N5 ORAWRNC SHALL Oltr TR MSFD TO O�4
<br />l74-10 PM41JAATE FEMALE D AND PANELMATE PLUS ANCHORS. AS RANUFA,cNRED BY ELCO CONSTRUCTION __ .lI' V ,.•""•"'•.,
<br />PRODUCTS (MN rc-2071 P..J.) .0-0 fNN OBTAN PERMITS A 11O STATE I' FLORIDA I Q'' CENS `"A \•
<br />3: J F ' •;
<br />/a' • CF TAP -GRIP ANCHORS, AS MANUFACTURED BY i1N1/-FAST CORPORATION jEli A... 37YO s3WO .87'5'. 1/4' \ M,4N
<br />B.7j MINIMUM EMBEDMENT Of TAPCON ANCHORS ELCO PARfl.AA7E$ AND CF TAP -GRIP ANCHOR. INTO THE L VC j FLORIDA BUILDING CODE Hf h Velocity Nurrkam Zone L -� .}7s'CL.,
<br />N0. 44161 :. * RAx' GALA I ,�4 p;,,,• .eLocK ',Art SHALL BE , V•'. .' • •.•. .21rm f rim N.c FP A --_ -_I I- *: * FLORIDA Bl11LDtNG CODE tit h Vel00I Hurricane tom '' EN •''•.... FLORIDA BUILDING CODE (High VeroG NU cans Zone
<br />No. J 167 20 GAGE GALVANIZED STEEL STORY PAN0. � sr ) 063'Y 2AUILc NICKEL a rA EL 1& STATE m ao uem .c FP � '}' wMf T L tC0 K. rP.
<br />e2) wK-N R Sauo-sET ACHORS SHA L eE EMaEDDEo 7/s ,Nro THE cOFORETE eLocK uNrt, No a I .zso• 2s, ~ .1e7s• �To W,NG NU 1 W20 GAGE GALVAKEED STEEL STORY PANEL 44167 : 20 GAGE GALVAWZED STE0. STORY PANELMRO STUCCO HURL BE PERMITTED. t/.• .-20 9cREws USED scull eE r 1/z' LONG M1111/AQM ,� - AL PROTECTION PRODUCTS LLC /NVE.20 1 Q Kam_ y O'' (0 *•.• �� °WWNa ,i* aW,AN eP.EXIST, AND I• MPOMUM FOR WALS WITH NO STUCCO. _ • ION"e •-----2.000'- HOLE .4' • ♦ HR . �-�,�'•, S7A IL E C O IN.. .,p,,, ,, ,,,,�T Fs '• /Mts� SECTION A -As *:. * Of/M/M,.
<br />O F : nun R E swan DEAF. s< LD+. -. AT PANEL yy /O Z -> /W OLOSAL PROTECTION PRODUCTS• LLC. 0Re _ GLOBAL PROTECTION PRODUCTS, LLC. :.'- (0ON .: t�2s Ir - -A. W t1A WW�e-MIAs Ytw H,dE <r4)A --nK& FAu 20-176 w • AM j-. -- IL E C O INe. ITS. s ATE IL E C O FNc.
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<br />INSTALLATION DETAILS FOR REGULAR PANELSQ) &
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