|
I L E00 m4c.
<br />TILLIT TESTING ENGINEERING COMPANY
<br />PRODUC P E17AL 2
<br />2-2. TEST REPOWTS:
<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. Unifforrin Static loads
<br />MODU 3
<br />L MATERIAL CNARACTIERISTICS-AJLO. SPECIFICATIONS:
<br />Shall be strictly in ac rdance with General Notes and Components indicated on
<br />;00
<br />Sheet and 2,2 of`26, of Product Evaluation Document (P.E.D.),,drawl 9
<br />In
<br />WAT TFR A, T1LLrrM, P�E.
<br />FLR Utv.IrmaSb.44I4r
<br />-VL C�l U'-- N1, M0,5719
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />No.90-11 76. Anchor Spool I ficafions shell be as Indicated on sheets 1, 7 and 21 1 of
<br />Testing, Inc., Reports # 96-6139 dated 08/0911996, #9,6-570 dated 0911-811996,
<br />26, of Product Evaluation Document P.E.D.]I, drawing No. 2D-178.
<br />PRODUCT EVALUATION REPORT
<br />#96-T30 dated 09/20/1996, 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. LIMITAnONS AND CONDITIONS OF USE:
<br />REPORT NO.: 20-0728.01
<br />0219.01 -09, dated March 4,2009, signed and sealed by Edmundo Largeespada,
<br />P.E. and Henry Hattem, P.E.
<br />7.1. Shelf be strictly in compliance with General Notes No. 1, 8 thru 14, indicated
<br />DATE: July 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 # I thru 4 and I I thru 16, Indicated
<br />on sheet 21 of26 of Product Evaluation Document (P. E. 0.), 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 Waiter A. Tillit, Jr., P,E.
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />2.3. � S
<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 />PRODUCTNAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />Wind load, as well as maximum anchor spacing vs. design wind load and panel
<br />MANUFACTURER: I Protection Products LLQ
<br />length based on rat[onal and comparative analysis, and in accordance with
<br />7.3. Product shot I only be Installed into poured concrete, concrete block, and
<br />48 S.W. 51 Street
<br />section 1616 ofthe Florida Building Code. Calculations prepared by Tilleco, Inc.,
<br />dated 11/03108 and 03112115, signed and sealed by Walter A. Tillit, Jr., P. E,
<br />wood frame structures,
<br />Davie, Florda33314
<br />I PURPOSE OF EVALUATION-'
<br />3. M15SILE 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 Walter A. Tillit, Jr., PIE. (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 CX0006719
<br />ID # 1906) to the Global Protection Products, LLG, Rule Chapter No.
<br />6 1 G20-3, Method 10 of the Florida Depa rtment of Busi ness and
<br />4.
<br />;i,?, A T14Z
<br />Proftsislonal Regulation.
<br />-WNDLQA.DS
<br />20 Gage Galvanized Steel Storm Panel has been verifiod 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 />Florida Building Code, and to verify that the product Is for the intended
<br />16,19, 25 and 26 of 26,of Product Evaluation Document (P.E.D.), drawift No.
<br />20-176. Maximum Anchor Spacing Shall be as Indicated on sheets 8, 9, 10, 11,
<br />< .44167
<br />purpose
<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. DA
<br />?1CZ1e1-2!0 STATE OF
<br />drawing No. 20-176,
<br />This Product Evaluation Report shall be Subject to review and revision In case of
<br />S/ON
<br />offif",
<br />a Building Code change that may affect its limitations and conditions
<br />5-INSTALLATION-
<br />I
<br />Installation shall be performed strictly in accordance with details indicated on
<br />2. EMENCE SUBMITTED.
<br />sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of26, of Product Evaluation Document
<br />WATIJ.L
<br />W� TI1-TFcqACNloN RE��OREIS � P. E. REPORT-2a k GLOBAL PROTECTION PRODUCTS, LLC 120 GAGE
<br />2-1. PRODUCT EVALU TON—M)CUMERT -
<br />199"
<br />(P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as
<br />GALVANIZED STEEL STORM PANEL� ORWIS 20,1116 REPORT*
<br />Drawing No. 20-176. titled "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />1 ridicated on sheets 8, 14, 16, 25 a nd 26 of 26, of Prod uct Evaluation Document
<br />sheets 1 thru 26 of 26 prepared by Tilteco, Inc.; sighed and sealed by Waiter A.
<br />(P.E.D.), drawling No. 20-176,
<br />Tillit, Jr., P. E.; dated G712812020. This drawing is an integral part OPP Is
<br />1100",
<br />Evaluation Report,
<br />o�l f4 I,
<br />� N
<br />7
<br />ENS,
<br />167
<br />No, 44167
<br />- 0' A
<br />e........
<br />6355 N.W. 36th Street, Suite 305, Miami, Flori S
<br />ida. 33166 - Phone: (305) 871-1530 �Qlpoi�o�
<br />/T-11 Eco \N
<br />TILLIT TESTING ENGINEERING COMPANY
<br />WALURA. TILLIT,,J&, PtE� tiliec�D@401.COM
<br />PRODUCT EVALUATION REPORT RI.P.rlA—No,441d7
<br />FLCA LinInt, m0-16011
<br />REPORT NO.: 20-0727.02
<br />PAT!Et 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 PWOUCHM PMdu;ts, L
<br />4800 S.W. 51 Street
<br />Davie. Florida 33314
<br />1. PURPOSE OF UALUATIM
<br />This is a Product Evaluation Reportissued by Walter A. Tillft, Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61 G20-3, Method 10 of the Florl da D epartme ht of B usl rises 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 whin the 2020 Seventh Edition of the
<br />Florida, Building Code, and to verify that the product Isfor the purpose intended
<br />at least equivalent to that required by the Code.
<br />This Product Evaluation Report shall be sub][oct to review and revision in case of
<br />a Building Code Change that may affect its limitations and conditions
<br />2. EVIDENCE SUBMITTED:
<br />Z1. E! CTEVAL DOCUMENT (P.E.D.I.-
<br />Drawing No. 10-475, =% GAGE GALVANIZED STEEL STORM PANEL,
<br />Shoals I thru 18 of 18 prepared by Tifteco, Inc.; signed and Sealed by Walter A.
<br />Tillit, Jr., P.E,; dated 0712712020. This drawing is an lnteR,,K#Ajf�j6f
<br />Evaluation Repo d. . 1, , Q,
<br />A. Izz"
<br />..........
<br />167
<br />STATE OF
<br />6.155 N.W. 36th.Street, Suite 305, Miarni, Florida 331,66 - Phdbt: (305) 871- IIQY�6,*w -1531
<br />I
<br />2.2. TEST REPORTS:
<br />Large missile Impact ioad'tests were performed under SSTD 12-99 standard as
<br />per section 1609.1.2 of the Florida. Building Code, Uniform static loaft as per
<br />Section 17019.8.3, per A$TM E-330. Test reports prepared by American Testing
<br />Lab of South Florida, Report # 0814.01 -01 dated 03111102 witnessed by William
<br />R. Mehner, P.E., Boriz Moroz, PIE. and Henry Hattern, P.E ' and Report No.
<br />0219.01-09, dated February 25, 20091, signed and ssailed by Edmundo.
<br />Largaespada, P.E. and Henry Hattam, P.E. Large missile impact and cyclic
<br />loadings per Protocols TAS 201 & 203 as per Section It 809.1.2 of the Florida
<br />Building Code, Test Report prepared by Arnerlean Testing Lob of -South Florida,
<br />Report No. 1123.01-10, dated Novernber.23, 2010, signed and sealed by Julio E.
<br />Gonzalez, P.E.
<br />Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13 " 2009,
<br />signed and sealed by Frank Grate, P.E, as per ASTM 5-8 and Tensile Test as
<br />per OC Metallurgical Report No. 1 OKMA 318, dated December 1, 2010 signed
<br />and seated by Jerry Jaciofano, P. E. as per ASTM E-8.
<br />Z3-SIRUCWBALERGINEERIB-G-C-A-LQW.AI19A&-
<br />On 24 Gage Galvanized Stoat 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 Tiltecd,
<br />Inc., dated 12/18110 and 08127/13 (for this revision), signed and'sealed by Walter
<br />A. T'illit, Jr., P.E.
<br />3. MISSILE IMPACT RESISTANC—E
<br />Large missile Impact undersection 16091.2 of the Florida Building Code, as per
<br />SSTD 121i99'5tandard 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 inclicatod:on shoots 3, 0, 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 TO
<br />and 18af 18, of Product Evaluation Document (P.E.D.Y, draw , ing No. 20-170,�
<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 12499 Standard.
<br />PRODL= EV4TAJA1h0-NJRXL4MjN0L 20,012= 3
<br />5. INSTALLATION:
<br />Installation shall be performed strictly in accordance with de;ajtS indicated on
<br />sheets 3 thru 6,12 thru 19 of 18, of Product Evaluatlon,DoCiUrrentL(P.E.D.),
<br />drawing Not. 20-11t 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 />AL -MA
<br />TEF-ttALC��� �PCI�FQ�-
<br />Shall be strictly in accordance with. General Notes and Components Indicated on
<br />sheet I and 2 of 18, of Product � Evaluation Document (P.E.D.)0,drawing No.
<br />20-175.
<br />Anchdrspecifleations shall be as indicated on sheet I of 18, of Product
<br />Evaluation Document (P.E.D.), drawing No. 20-175.
<br />IS AND CONDITIONS OF USE:
<br />7,11.$hall be stric,fly in compliance with General Notes No. 1, 8 thru 14, Indicated
<br />on sheet I of, 18 of Product Evaluation Document , P.E.D.). drawing No. 20-175
<br />prepared by Tifteco, Inc. and signed and sealed by Walter A. TIllit, Jr., P.E.
<br />7.2. Product shall not be Installedwithin 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 tame structures.
<br />Prod uct Evaluation Report prepared by Walter A. Till it, Jr., P. E. (Florida License
<br />No. 44167), President of Tiftedo, Inc. (Florida CA-000671 0).
<br />WAMLL
<br />DATILTPCb ADIVION RECORDS
<br />GALVANIZED STEEL STORM PANEL
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<br />GENERAL N=� COMPONENTS FOR REGULAR & LIFE SAFETY STORM PANELS 1/4, 2/4, 3/4, 4/4, 6/5, 7/5,
<br />8.3) IN CASE THAT PRECAST STIONE, OR PRECAST CONCREM PANELS, STUCCO OR Wow BOARDS BE FOUND ON THE (SCALE 1/2-1")
<br />DUSTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAW STRUCTURE BEHIND SUCH PANELS, 1W/10, 2W/10. 3W/10, 4W/10, 6/5
<br />I" *5W/10. 6W/11 & 7W/Ii
<br />1. �l..i!"e%;:�MIPRMDDEUC97r�EVALU�ATiON DOCUMENT HAS am VERIFIED FOR COMPLIANCE IN ANCHORAGE SKALL BE AS MENTIONED IN BA) AND IN 8.2). (TOTAL (TOTAL WXRH)----r------"-1
<br />ACCORDANCE WITH THE 2020 (70T EDITION) OF THE FLORIDA SUODINIS CODE (C) 1/4-0 TAPCON ANCH AS MANUFACTURED BY I�TX SUILDD, INC. (EFFIDOTIVE INIEFT10-- 2r MAX ANOHORS� MR CONCRETE SEE SCHEDULE ON SHEM 8 IN 9 --3: No
<br />By THE JURISDICTION WHERE THESE SHUTTERS WILL HE INSTALLED AND /e 7
<br />D FOR A WIND SPEED AS REOUTRILD #1�10 PANELVATE FEMALE tO AND PAKLMATE PLUS ANCHORS. AS MANUFACTURED BY ELCD CONSTRUCTION PRODUCTS, �l * WIN. FOR WOOD SEE SECTIONS ON SHEETS 10 & 11 MK
<br />MON WIND LOADS WALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, ------------- 6.
<br />FOR A DIRECTIONAUTY FACTOR Kd-OA5- USING ASCE 7-16 AND SK41 W EXCEED THE MAMMON (".D.) 1/4-0 LAG SCREWS PER N.D.S. \-MO' i I,,, _Sao, I
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 am 12� 14, 15. 111, 79, & 20, DOM' MIK THICK -1 0 0
<br />0 TO A.S.O� DESIGN WHO LONTSEY MULTIPLYING THEM BY OX IN ORDER TO 1/2- AND 2- FOR ELCO PANCUAATE PLUS If
<br />IN ORDER TO VMIFY THE ASCIVE- CONDITION. ULTIMATE DESIGN WIND LOAD$ DETERMINED PER ASCE 7-16 ;0� / $1108. r--r -7,-- -r 't-7-T-I-1
<br />0 1) MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL BE I I &IN A-W %ej "I I
<br />COMPARE THESE W/ MAX (&SM) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 12. 14, 15, 16, 19 20. AND PANELMALE FEMME ID. h IDE SO C*-j
<br />-q!v 2,657" EDGE- 0-40 GA0.
<br />MINIMUM THREADED PENETRATION OF LAG SCREW, INTO THE WCOO FRAMIE UNIT SHALL BE 1 1/2-, NO THREADED AWN Al -a" Typ�
<br />OVAIL �T,
<br />000 -T 6
<br />IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.11 AS TESTED WERE NOT OVER STRESSED, A 33% INCREASE N ALLOWABLE PENFIRAWN IWO STUCCO SHALL BE CONSIDERED AS PART OF THE ACOVERED THREADED PENETRATION. GRADE 60 MAIL I
<br />STRESS FOR WIND LOADS WAS hZ USED IN THEIR ANAL M"NNUM C%j
<br />SHALL BE FIRST REDUCE Y&S. FASTENERS SPACING TO WOOD RAS SEEN DETERMINED IN a -so GAUL
<br />V
<br />7/16"0 x 5/8* WOOD SUS104, AS DISTRIBUTED BY ALL PONT SCREW, 80a at SPECIALTY 00, 1 1 /111 , >
<br />H HEMM
<br />EMM
<br />Z0001 Z EMUM
<br />Cl) MINIMUM EDGE DISTANCE OF LAG SCREIVS, INTO WOOD SHALL BE AS INOCKTIED IN THIS DRAWING A DOE
<br />ACCORDUICE WITH NZ.S. 201a. 48Z
<br />...... .... (D
<br />STORM PANIECS ADEZACY FOR IMPACT AND WIND RESISTANCE HAS, BEEN VERFIED IN ACCORDANCE WITH SECTION 1626 OF --------- --- L --------------------------- > 0
<br />THE ADM M ONED CODE AS PER HURRICANE ENGINEERING & TESTING INC, REPORTS 96-569, 915-570 & 96-T30 AND C.4) MINIMUM PENETRATION OF WOOD BUSHING SHALL RE "-. Ile 0-20 SCFEWS LISED $RAU BE t 1/2- LONG MINIMUM
<br />FENESTRATION MT PROTOCOLS TAS-201, TAS-202 AND TAS-203. SHOULD STUCCO DUST, AND I- MINIMUM FOR WALLS WITH NO STUCCO. 0 0
<br />MINIS L-B. INC, REPORTS f2O32 & #2126 . AS L-
<br />WALL, ANCHORS SHAI.L BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHINC SUCH PANEL& CL IN
<br />2. ALL AWN" DITRUSIONS TO BE 6015,1-T6 ALLOY AND TEMPER (UNLESS OTHER110% NOTED). SEE &4ED 2.
<br />AN04DRAGE SKkt BE AS MENTIONED IN CA), C.2) & C,4) a CIO X
<br />3. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL 14AVE 3105-1-114 ALLOY. (0 LL a.
<br />STANDARDS. (0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL Of THE REcommENDAlnONS AND SPECIFICATIONS OF THE ANCHORS MANUFACTURER. -2.197,
<br />4. ALL STEEL SHEET MEW PANELS SHIALL RAVE Sn FAMaV DO UP 125' VII-20, tef-W20. - - - - - - - - - - - -
<br />O&VANInD STEEL o&vGNATRV1 W/FY- 54.5 koi (Ar" ROUE4 '11, 1 j too' .1100' - - i'm - UNBOLTED PANELS BOLTED PANELS W/ 1/40-20 Cr
<br />WTURAL GUAM STEEL ASTM A-03 GRADE 50 MINIMUM, G-60 a- PANELS MAY ALSO BE INSTALLED HORIZONTALIX FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 3 TNROUGH 10 (SHEETS 4 :750',,__' %44 SERIES -T
<br />AS WELL AS kMERtCAN TEST LAB OF SOUTH FLORIDA REPORT #Q2 , 9.01-09, AS PER TAS 201, TAS 202 AND 0,5) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OF WOOD BOARDS BE FOUND ON THE DUSTING (1) SMM PANE C0
<br />TAS 20 (91, END STORM PANEL
<br />THROUGH 6) EXCIEFT THAT HEADERS Q $HALL NOT BE USED. iG a a. j RIVETED &S, am RIVETED 350, SOLT W/ 7/6" . 3
<br />i It (SEEE DNS AS
<br />I ID ANGLE 0 TO ANKLE 111 41 0 M OVERLAP
<br />5� ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AIS SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER 9. IT SHALL BE THE RESPONSIBLITY OF THE CONTRACTOR 70 VERiff THE SOUNDNESS OF THE STRUCTURE WHERE $HUTTER IS TO BE ; r-- ---) --i i 12 1/7- 2 1/2, O-C. APP SECTIONS AS APPLICABLE)
<br />RIDA BILHILDING CODE I I DON )I . I ---I -1-i-L-Lij
<br />DIN 50019 'W�350 1.1 YIELD STRENatH AND 90 W TENSILE STRENGTH & SMALL COMPLY W/ FLO ATTACHED TO INSURE PROM ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE SLOCK OR WOOD FRAME 3�3 : 7 (SEE CD "Co
<br />SECTION 24 . ZL4.
<br />BURLDUNGS. 2-1 GD.-
<br />.930, �939, am
<br />6, BOLTS TO BE ASTIM A-307 GALVANIZED STEEL. OR ASI 304 SERIES STAINLESS STEEL "IN 36 kj MINIMUM YIELD MAIL I DETAIL I E
<br />STRENGTH, 10- EACH REGULAR STORM PANEL WITH LENGTHS OVER 8'-e THROUGH 12'-4*, AS PER SECTIONS 6. B. 9 & 10 AND ALTENINAJIVES 8W. 75
<br />9W & low ON SHEETS 5, 6 & 12 RESPECTNUY�' SHALL HAVE A LEGIBLE AND, READLY VISIBLE MANORS INSTRUCTINS OWNER OR HEMMEq�,
<br />TENANT To SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING,
<br />7, ANCHORS TO WALL SHALL BE AS FOLLOWS, 5 ------------- j 12V LK
<br />11. THE INSrALIATION COWPAC30R IS TO SEAL/ChULK ALL %WITTER COMPONENT EDGES WHICH R11MAIN IN CONTINUOUS coNt'ACT WITH L-, cl)
<br />lel AS MANUFACTURED BY LT.W. SULDEX. INC, (hr- C-3192 p-i-) THE BUILDING TO PRVVCNT WIND/" URTRUSION- ISOMETRIC VIEW DETAIL )I Q- C
<br />L) SUBIJ
<br />ANICHORS. AS MANUFACTURED BY OEWAIJ INC, IN 3000 -I,ODW- --
<br />1/4 - X 7/W CM.X-IH IN. 1- P..:.-) 2,00C, .20- c,',) E -L-- <
<br />12, STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN INS DRAWANG PLUS ANY BUILDING AND ZONING REGULATIONS ROUNOED CORNER 6 ENDS OF PANECS
<br />4-- -IT
<br />- 1/4-0#. 3/4- SOUO_SET ANCHORS . As OMMIStTED BY ALL POINT SCRM. BOLT At SPECIALTY CO, PROVIDED By THE JURUSOICTON WHERE PERMIT IS APPLIED TO.
<br />(WA. f, -000 P.i-) END LIP W1 HEMMED XOGE.
<br />- #14-10 PLUS ANICHOn. AS MANUFACTURED 13Y ELCO CONSTRUCTION PRODUCTS (�) 'h* HEADER "U* HEADER ANGLE ANGLE WITH STUO ANGLE WIT14 0
<br />,MN. 'PAND.MATE FEMALE 10 & PANELMATE 13, 1., THIS PRODUGI EVALUATION DOCUMENT (P-EXQ PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION (K.T-S) REVERSE STUD 6 1/4, 2/4, 3/4� 4/4,, 5/5, 7/5, a)
<br />-3350 P-i) FOR A SITE SPECIFIC PROJECT. Le. WHERE THE SITE CONDITIONS DEVIATE MOM THE PX-D�
<br />- 1/� , CF TAP -MP ANCHOR$. AS MANUFACTURED BY INKI-FAST CORPORATION (Ifo-3600 P.S.Q VARIES WN.,
<br />- - POP P (V CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTOR. PURCHASE AND INSTALLATION INCLUDURS LIFE SAFETY OF THIS PRODUCT SEE BET IW/10. 2W/10. 3W/10. 4W/10. 6/5 (D
<br />A,l) MINIMUM DAIIEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SKALL BE 1 3/4. 2 ANELMATE FEMALE BASED ON INS P.E.0, PROVIDED HE/SWE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. 1/14 A, 2/14 0.344* .37C SW/10, 6W/11 & 7w,/11 a)
<br />CONSTRUCTION SAFETY AT SITE ISS THE COWRACTOR�- RESPONSIDILITY DO"
<br />ID AND PANEMALTE PLUS AND 1 Ile FOR CF TAP -GRIP ANCHORS. (0 C:
<br />Aw- -125' rlleep-2.0. 30. ANCHORS: MR CONCREIT SEE SCHEDULE ON SHMS 8 & 6 >
<br />A.2) CALX-IN & SOUD-SET ANCHORS SK41 BE FREEDOM 7/8' IWO 7,HE POURED CONCRETE. NO EMBEDMENT INTO 1�,,) THIS PRODUCT EVALUATION DOCUMENT WILL SE CONSIDERED INVALID F MODIFIED. am RrAM TO FOR WOOD SEE SECTIONS ON SHEETS 10 & 11 >
<br />AWLE IN 12 1/2- 0'r
<br />STUCCO SHALL BE PERMITTED. Ile 0-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO DUST, 1 40, L -,a4G'
<br />>
<br />WITH WING NUTS. ENGINEER OF RECORD (FO.R-) FOR THE PMIECT AND WHO WILL K RESPONSIBLE FOR THE
<br />PROPER USE OF THE PTO. ENGINEER OF RECORD, ACTING AS A 00-UATM ENGINEER TO THE V E c
<br />P.E.D. ENGINEER. SHALL SUBMIT To THIS LATTER THE SITE SPECIFIC GRA OS FOR _KIVP HOUE FOR I
<br />/13) 01 CASE THAT PRECAST STOW- PRECAST CONCRETE PANELS. PAVERS, STUCCO OR WOW BOARDS BE FOUND ON THE WIN REVIEW, L UO REGULAR SIORM PANEL5 & ELEVAT
<br />-ION (r, 0 0
<br />AD I MINIMUM FOR WALLIS WITH NO STUCCO, AND MAY BE HEADED SCREWS OR ALL PflREADED SCREWS W/O HEAD. (d) SITE SPECIFIC PROXCTS SHALL BE PREPARED BY A FI�ORIDA RECIStERED ENGINEER OR ARCHTUt,- ONE THE
<br />BUT "CH WILL DEC
<br />390' -R
<br />EXISTING WALL OR FLOW ANCHORS SHALL BE LONG MUCH TO REACH THE MAIN STRUCTURE BEHIND SUCH VIEW= "T .080" L
<br />(0) THIS P.E.D. SR4LL BEAR THE DATE AND OFIGUSIAL SE4, AM SJONVITURE OF THE PROFESSIONAL 1, Alm .005, Age N1.&
<br />PANELS. ANCHORACE SKkL BE AS MENTIONED IN A-1) AND IN A.2). C: 0
<br />ENGINEER OF RECORD THAT PREPARED IT. KEY 14OLE WASHER
<br />7�6100 CZ
<br />HORS AS MAIWACT RED BY I. T. W. BUILM, INC. 1/4- M". GAP
<br />,B) 14. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY mSMLE LOCATION AT STORM 'F* MCK ANGLE (R 34C "F* TRACK (Z) FLAT PLATED 2,67" 0 LU
<br />PANEL SHUTTER IN ACCORDANCE WITH, SECTION 1709.9.3 OF FLORIDA BUILDING COX ONE LABEL >
<br />1/4" A x 7/S' CALK --IN ANCHORS, As MANUFACTURED BY DEWALT INC (WIN, 1-c-1500 p,*J.) SMALL BE PLACED FOR EVERY OPEKING� LWUING TO COMPLY WITH SECTION 170.92 OF 'THE 0,036" me .1 WHOLE uALEY) F-L 4-
<br />1/4-0 X 3/4- SOUD--SEt AN04ORS. AS DISTRIBUTED BY ALL POINT SCREW, SOLT & SPECIALTY CO. FLORIDA BULGING CODE GALVAN19ED STEEL-� WITH STLM mam —
<br />(W V -1800 P"j.) THIS DRAWING SHAIL ONLY BE USED I "�� n%!!��
<br />14-10"PANIUMATE FEMALE U) AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSIRLIMON ",IHOUNION, TO YK IV LOW alp
<br />PRODUCTS (MIN- V-2011 P.ILL) 013TAN PERMITS IN THE STATE OF
<br />MIS
<br />To
<br />12
<br />SEE
<br />UETA, I
<br />m
<br />ELI) MINIMUM EMBEDMENT OF TAPOON ANCHORS� ELCO PANCINAM AND CF TAP-CRIP ANCHOR. INTO THE CONOM." 1 vol"Ity N can* Zon
<br />FLORIDA BUILDING CODE (III
<br />EL= uNn- SHALL. at I ile� U One Zone). Velocilly Nu can* Zone),
<br />N 20 "OE SALVANIZED STEEL STORM PANEL tc
<br />## - -375'0 38-0 /e \T-/
<br />CF TAP -MP ANCHORS, AS MANUFACTURED BY TRU-PAST COVM110N tjk A. Tljel� ?,,. I I �
<br />IF T, I- -- 4. - MAk GAP
<br />No.44167
<br />FLORIDA BUILDING CODE (High DROW M OF PANEL wc. FLORIDA BUILDING CODE ifth WItalty N 4--.N WAIT TKnm W. ry,
<br />-04 & SOLID-SCT ANCHORS SHM 0 4 67 ' I
<br />norm STATE Of
<br />8.2) CAUK -L BE EMBEEDDED 7/8' INTO THE CONCRETE BILDCK UNIL NO DAES WING NUT 20 SAM MVAWIED STEEL STORM PANEL ORAPNI 91, 20 GACE GAI.VANIZED SrEEL STORM PANEL
<br />INTO STUCCO SHALL BE MMnTED- 1/4' -20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM SHOvis V.- GU)BAL PROTECTION PRODUCTS. I.I.C. KKX HUE 0
<br />3331. -112 71&1 1 .... PROTECTI
<br />STA OF L C� Slens, SUMMIT GLOBAL ON PRODUCIS, I.I.C. GLOBAL PROTECTION PRODUM. I.I.C.
<br />Z
<br />L
<br />DUSE. AND I" MINIMUM FOR WALLS WITH NO SIVCCO� 11LIECOIN Al PANU DOE 'E WE,
<br />"ONE, (".)'R,-,6.k 20-176 N.T.S. I 'o, --
<br />Fft (04)M 4600 ILW at low C.
<br />R @ 2'X7*XIZA" 31114 4:1-1VISM
<br />iW .4 11LIECO IILIEZO..
<br />=41 ft OPAINNO ft
<br />PHOMID I FAX: (04)MG-M7 P"DW-- (054)0�7�S.
<br />0%1"0 Ift ALTERNATIVELY. USE "K NUT W/W 20-176 UM.Nee-M 20-176
<br />I M
<br />ALUMINUM ANGLL MONOLITHIC WASHER W/ AMUONAL
<br />iA,�Iq
<br />IATEUT 6, FM-9 SHUT 2 or 21
<br />W=." F-71 1 OW 3 Or 26
<br />0 TPIoUa; 9)
<br />INSTALLATION DETAILS FOR REGULAR NELSO) & U
<br />ILUM 6111132.11.11[3m LMVnf-W N9MI3k13IeL& ma �14MI33da .11.6 ]a sea
<br />CONORM ANCHOPS
<br />= ScRiEDUM ON
<br />$wAn 0 TMWUG- --E.D-A A ir(a)
<br />mum -
<br />I I SHOETS 0 THROUGH 9)
<br />ilk
<br />j,
<br />elm " 0
<br />12 1/2- az
<br />ta, a
<br />ED
<br />/r oc. ;1 CONCRfor BLOW
<br />CONCREIE ANCHORS
<br />W/ MW
<br />ANCHORS
<br />[SVE $01ADUILE
<br />Starts a netaw 0)
<br />WALE 3/a-l-
<br />CEILING MOUMM
<br />olkff�
<br />SCALE 3/8-s-
<br />BUILD QUr MOUNTING
<br />SECTION 3
<br />SCALE 3/8-1-
<br />CEILING hffi�UNTING
<br />SCALE 3/8-11
<br />AMRNATE Ulw, PUT MOUNIltm
<br />SECTION 1 4
<br />SCIVE 3/a-i'
<br />EDGE WANCE
<br />(SEE SCHMULE ON
<br />SHEETS a & 9) 1
<br />:==N-CS CAN BE
<br />COMBINED IN ANY WY TO SUIT AW
<br />INSTAL) AMON.
<br />0)
<br />0051114 1
<br />CONCRETE
<br />CONCRETE
<br />REQUIRED,
<br />CONCAVE MOHORS
<br />(SIT SCHEDULE ON
<br />SHMS 5 THROUGH 41
<br />UMNS A &-F—
<br />WALE 318-1-
<br />NEW L' WIDE x VARIES x 1/0",
<br />THICK AWW TUBE OR I-
<br />P.T, WOOD PLATE SPACER
<br />M
<br />CONCRETE ANCHM
<br />(SEE SCHEDULE ON -
<br />SHEM 8 THROUGH 9)
<br />0-4)
<br />iMAIL, IK�=
<br />Immas
<br />*A-
<br />ILI:
<br />Y
<br />LID 991 M.QV
<br />wood W.0 "-X
<br />1E.D. - EDGE DWANCE
<br />(SEF SCHEDULE ON
<br />SHEETS 8 & 9)
<br />N= EM CQh0hMW OF SECTIM;
<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY CASE E (IRIPW
<br />INSTALLATION. I VALE 3/16.1'
<br />No
<br />S'
<br />sk,
<br />44167 t S
<br />ATE!
<br />Allm 14nm oil-
<br />a" "I-
<br />ZVI
<br />20 GOE "tVANIZED STEEL STORM PANEL
<br />F.P.
<br />UNION In,
<br />GLOBAL PROTECTION PRODUCTS, LLC.
<br />400 &X 61 5RIVIT
<br />DAME, rL W314
<br />PIML (964)SIM-150. FAk 7
<br />20-176
<br />M I XP"N.
<br />Sam Ii W IN,
<br />--ANCHORS: FOR CONCRETE SET SCHEDOLE ON SHEET 9---
<br />FOR WOOO SEE SECTIONS ON SHUT 12
<br />M... 2�07' 3"
<br />Ml� W OVERLAF�-' WHas VM= 1,
<br />56x I
<br />Ef OF
<br />M�x
<br />-a
<br />Nut 0 0104
<br />T
<br />fill
<br />WE 3- MAIL
<br />5M
<br />OF %7 13* M-
<br />00 or V X WK
<br />ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEET 9
<br />M�x FOR WOW SM SECTIONIS ON SHErr 12
<br />L
<br />REGULAR STORM PAftz-(�) & ELEVATION
<br />Ile WX, GAP
<br />(MR OAFAAP -I wHOUE UMLEY)
<br />Lyef-20.3/4' S,S. BDLT r-1
<br />W/ 7/�
<br />at T. lVt�, WING MIT OONCREIE ARCHORS,
<br />CONCRETE ANCHORS ON Ile t�
<br />L-(Sm SCHEDIouE La
<br />$MEET 0)
<br />-7EjjONC"CUE 01 U(ME OR $=ON A -A
<br />0,040"Um SCALE 3/32
<br />DIREQ1 ANQ WAI& NOUNTING DIE
<br />KQU#MMG
<br />INEAWAMN
<br />ON 9 SEC710H 10
<br />SCALE 3/8-1- Sek-LurmiLl.
<br />E.O. - EDGE "Cl.. om
<br />(SEE SC EDULE TOP & BOTTOM MOLINTNGS CAN BE
<br />SHEET 9) COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />44167 *% 20 GAGE GALVANIZED STEEL STORM PANEL -
<br />I
<br />ii*TE MBAL ROTECTION PRODUCTS, I.I.C.1 awn
<br />�F
<br />20-176
<br />an
<br />Cn
<br />-*--a
<br />U)
<br />ICU
<br />0
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<br />C/)
<br />CL
<br />CD
<br />0
<br />C:
<br />=3
<br />-0
<br />CIO
<br />0
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<br />0-
<br />Q)
<br />Cl)
<br />ICU
<br />Cn
<br />W
<br />Z
<br />Z
<br />SHEET NO.
<br />SH 1.0,
<br />
|