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<br />51 C,, U.- N. 00ft-119
<br />PRODUCT EVALUATION REPO
<br />REPORT NO.: 2"720.01
<br />DATE: July 28, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT $US -CATEGORY* Storm Panels
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER: Global Protection Products ILL
<br />4800 S.W. 61 Street
<br />Davie, Florida33314
<br />1. PURPOSE OF EVALUATION;
<br />This is a Product Evaluation Report Issued by Walliter A. Tilft Jr., P.E. (System
<br />ID # 1 906) to the Global Protection Products, LLC, Rul* Chapter No.
<br />61 G20-3, Method I 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 thet
<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 &ange that may affect its limitations and conditions
<br />2. EVIDENCE SUBMITTEM.
<br />2-1. PRODUCT EVALUATION WUMENT(P.E.D.)l
<br />Drawing No. 20-176. tMed "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thru 26 of 26 prepared by T'ifteco, Inc.; signed and sealed by Waft" A.
<br />Tillit, Jr., P. E.; dated 07128/2020. This drawing Is an integral part%
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<br />Evaluation Report, 0 ,jkli !lJ,,4,
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<br />2.2. TIES 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 09/0911 996, #W570 dated 0911 8/1996,
<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 04118/1998 and
<br /># 2126 dated 10/06/1 998 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 Haftem, P.E.
<br />Tensile test report No. 9CM-1 97 by OC Metallurgical, Inc., dated March 13, 2009,
<br />signed and sealed by Frank Grate. P.E.
<br />23�&TRUCTURAL ENGINE9RING CALCULATIONS:
<br />On 20 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 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc.,
<br />dated 11103108 and 03112/15, Signed and weled by Walter A. Tillit, Jr., P.E.
<br />3. MISSILE IMPACT RESISTANCE:
<br />Large missile Impact under section 1628 of the Florida Building Code, as per
<br />TAS 201 Protocol.
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<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall beas Indicated on sheets 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, I 1,
<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 />Irstallation shall be performed strictly in accordance with details indicated on
<br />sheets 3 thru 7, 1 0 thru 20, 23, 24 and 20 of 26, of Product Evaluation Document
<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.), drawing No. 20-176.
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<br />6. MATERIAL CHARACTERISTIC.$ AND PECIFICATIQNSm
<br />Shall be strictly In accordance with Genermal a 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, of Product Evaluation Document (P.E.D.), drawing No. 20-17&
<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 />an sheet 1 of 26, as well as General Notes # 1 thrut 4 and 1 1 thru 16, indicated
<br />on sheet 21 of 26 of Product Evaluation Document (P.E. 0.), drawing No. 20-176
<br />prepared by Tllteco, Inc. and signed and sealed by Waiter A. Tillit, Jr., P.E.
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />defined on section 1620.2 of the Florida Building Code.
<br />7.3. Product shall only be installed Into poured concrete, concrete block, and
<br />wood frame structures.
<br />Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License
<br />No - 44167), President of Tiltecio, Inc. (Florida CA-0006719).
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<br />TILLIT TESTING & ENGINEERING COMPANY
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<br />WALTER A. 11ILLIT, JIL, RE tilteock@zkol.
<br />PRODUCT EVALUATION RE Fl Rr T,k-N� 4C401M6
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<br />REPORT NO.:
<br />2"727.02
<br />DATE:
<br />July 27, 2020
<br />PRODUCT CATEGORY:
<br />Shutters
<br />PRODUCT SUIBOOCATEGORY:
<br />Storm Panels
<br />PRODUCTNAME:
<br />24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER:
<br />Global Protection Products. LLC
<br />48M S.W. 51 Street
<br />Davis, Florida 33314
<br />1. PURPOSE OF EVALUATION '
<br />This is a Product Evaluation Report Issued by Walter A. 7`111111t, Jr., P.E. (System
<br />ID # 1006) to the Global Protection Products, LLC, Rule Chapter No.
<br />61020-3, Method ID 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 />2.1. PRODUCT EVALUATION D0CWWJI1AP,E,W�
<br />Drawing No. 20-175, titled *24 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets I thru 1 8 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A.
<br />Tillit, Jr., P.E,; dated 0712712020. This drawing is an inteR
<br />Evaluation Report. or!�S§Qls
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<br />6-155 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871
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<br />22. MT REPORTS*
<br />Large Missile Impact food 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 ASTIM E-330. Test reports prepared by American Testing
<br />Lab of South Florida, Report * 081 4.01 -01 dated 03/11/02 witnessed by William
<br />R. Mehner, P.E., Bortz Moroz, POE and Henry Hattem, P.E. and Report No.
<br />0219.01-09, dated February 25, 2009, signed and sealed by Edmundo
<br />Largaespeda, P.E. and Henry Hattem, P.E. Large missile impact and cyclic
<br />loadings per Protocols TAS 201 OIL 203 as per section 1609.1.2 of the Florida
<br />Building Code. Test Report prepared by American Tasting Lab of South Florida,
<br />Report No. I 1 23.01 -10, dated November 23, 201 0, signed and sealed by Julio E.
<br />Gonzalez, P.E.
<br />Tensile test report No. 9CM-1 98 by QC Metallurgical, Inc., dated March 13, 2000,
<br />signed and sealed by Frank Grate, P.E. as per ASTM E-8 and Tensile Test as
<br />per OC Metallurgical Report No. I OKIO 31 8, dated December 1, 201 0 signed
<br />and sealed by Jerry Jaclofano, POE. as per ASTM E-8.
<br />2.3. STRUCTURAL ENGINEERING CALCULATIONS
<br />On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs, de*n
<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 Tllteoo,
<br />Inc,, dated 12/1 8/10 and 08/27113 (for this revision), signed and sealed by Walter
<br />XTillit, Jr., P.E.
<br />I MIRSILE IMPACT RESISTANCE:
<br />Large missile Impact under section leO9.1.2 of the Florida Buikfing Code, as per
<br />SSTD 12-99 Standard and TAS 201.
<br />4. WND 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, I 1,
<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 Gap Galvanized Sleel Storm Panel has been verified for code compliance to
<br />work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard.
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<br />5. INSTAUATI N:
<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 I 8 of 18, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-175.
<br />8. MATERIAL CHARACTERISTICS AND SPECIFIOMONS:
<br />Shall be strictly in accordance with General Notes and Components Indicated on
<br />sheet I and 2 of 1 8, of Product Evaluation Document (P.E.D.), drawing No.
<br />20-175.
<br />Anchor specifications shall be as Indicated on sheet I of 1 8, of Product
<br />Evaluation Document (P.E.D,), drawing No. 20-175.
<br />7.11MITATIONS AND CONDITIONS OF USE:
<br />7. 1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated
<br />on sheet I of 18 of Product Evaluation Document (P.E.D.). drawing No. 20-175
<br />prepared by Tifteco. Inc. and signed and sealed by Walter A. Tillill, 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. 1111t, Jr., P.E. (Florida License
<br />No. 441M, President of Tlkaoo, Inc. (Florida CA-0006719).
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<br />GENERAI NOTES: 1/4. 2/4, 3/4, 4/4. 5/5. 7/5.
<br />0 3) ft CAM THAT PRECAS1 STONE. OR FORECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS It rOUOkOQ ON THE (SCALE 1/2-l')
<br />MID I= ON, DUE M EXISTING WALL ANCHORS SHALL BE LONG ENCLIGH TO RLAC. IK MAN STRUMW BEHIND SLICH PANELS 1w/10, 2W/10. 3W/10. 4W/10. C"
<br />I STORM PANEL SHOWN 7 MeRoRuPCT IEVALUATON DOCUMENT IP ED) HAS BEEN VERIFIED FOR COMPLIANCE �N ANCHORAGE SHALL BE AS MENTIONED ON 0. 1) AND IN 6 2). - - - - 15196' (TOTAL WIN) - - . __ - I -- - f5 IW (YOTAL WIDTH) - 5W/10. 6W/11 & 7w/11 +6/5 "
<br />ACCORDANCE WITH THE n2o (710, MIMS) OF T14E FLORIDA BUILDING CODE (C) T`1_01S1lW1W= LMTL1eEQflQ_A&AM.��_.2� - . -_ C= . .
<br />DESIGN WON) LOADS SHALL BE DETERMINED AS PER SECTION OS20OF THE AOUVT MENTIONED CODE. - 1/4-0 TAPCON ANCHORS, AS MANUFACTURED BY I I W BUTLOCT. lNC I - � �. __ __ - _ .. 12-500' (EFFECTIVE TRUTH) - , 3 . MAX--,--- _ - _ ANCHDRS: FOR CONCRETE SEE 504EDULL ON SHEETS 81 & 9 - , _____3' MOkX_ " I
<br />FOR A WIND SPEED AS REDUIRED By THE JURISDICTION WHERE THEM SHUTTERS WT I BE INSTALLED AND - #14-10 PANELMhTE FCMQLE 10 440 PANELMATF PLUS AW34ORS #S MANVTACTUREC BY Etco CONSTPLACTON PRODucrs I - " �. 6 1/4- ..-..- -- - - - -6.250' - - - - 1, moo � FOR WOOD SEE SECTIONS ON SHEETS TO At T 1, MIN.
<br />FOR A DN=T#Okk FACTOR 94�0,015� USTRIC ASCE 7-16 AND SHALL NOT EXCEED THE WORIUM (A.S,O) -WS PER 01 D�S. 1.350' - - I.3?O' - ,.=. ,.,W.
<br />"TV - 1/4*0 LAG SCRE � " - 3pol � , I -I 35D" - -', Dow UK THICK ,- 1.350- , 1k, , I a a
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 12, 14, 15. 16, 19 Ok 20, - 7116'* � 5/8' WOOD OUSHAC� As DISTIRMTED BY AU. POINT SCREW, BOLT & SPECK"T Co. I _,,�,, . � I I I .- CD
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<br />IN ORDER TO VVWY THE Aam 00 , IAINAIE DESIGN WIND LOADS DMINJOINED PER ASCE 7-16 C 7) MINIMUM "CAM PENETRATION "TO WOOF, OF TAKON ANCHORS SHALL BE 1 1/2' ANC 2' FOR FLrO PAN It PLUS - " �tp 4 " -�,-11 . . 1�_, _7-_1_-7__1,-_I_ _77 ------ '-,I I 'i CL.
<br />SHALL BE FIRST REDUCED ILI A-S, 0. TNDN�' WIND LOAM BY MULTIPLYING THEM By 0 6 IN ORDER TO AND PANCINALE FEIAM-E OD, 1, 0.036* MOM THICK .MR I, . * !
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<br />COMPARE THESE W/ MAT (kSD) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 TIM 11. 14. 15, 16, 19 & 20 i �� * ,," ,-- -, '21, - - -r- , ; 1 IV,)
<br />IF 11 T4, 2 65�?- CALVANIM STEEL � ��,,, - �, EDGE I I 1(�). (�)+ @. (69 , 1 1 1 --- T - I I =
<br />. ` \ ASTM A-M I ,=. I I I i 1 1 i I I I _S M C-4
<br />C 't) MINIMUM THREADED PETOCIFIArOON OF LAG SCREW, INTO THE WOOD rFIAME UNIT SHALL BE - 112- NO THREADED 2. 24-, 1 TYP It. 2�-; 0, (�� i =
<br />AS TESTED WERE HOT OVEN STRESSED. A MX iNCIFIFASE ON ALLOWABLE PENETRATION INTO STUCCO SNAL BE CONSIDERED AS PART V THE REQUIRED THREADED PENICTRATION 1� GRADE 50 / T I Hamm TYR I I - I i i I i I [ . I I I I ;a . _= ><
<br />IN ORDE TO VERIFY THAI ANT>kDR5, ON THIS P E 0 mEMMEE) WALL A I KTAL A_� I 1 I I I I
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<br />FOR WIND LOADS WAS LM USED ON THEIR ANALYSIS FASTENERS SPACING to WOOD HAS 014 DETERMINED W EDGE . I 1 I I -Z; = el-
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<br />CORDANCE MTN ".S. 201a. - - - \ G-W GALV S : i i
<br />C 3) MINIMUM EDGE NSTANCt OF LAG SCREWS. INTO WODD SHALL, BE AS INDICATED IN THIS DRAWING 2A AIL A I I i i i !
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<br />STORM PANOLS ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS KEN VERIFIEC IN ACCOROANICE WITH SECTION 1626 - ; 1 � , i i ; I ; i
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<br />THE ABOVE MENTIONED CODE ASS PER HURRICANE ENGINEERING & TESTINK, INC REPORTS 24-50. 96-570 Olk 96-T30 AND - ,.3w, _13ho- I i . I I I -_ - - I ca
<br />C 4) MINIMUM PEPCTRATON OF WOW BUSHING SHALL BE S/8* 1/4* 0-20 SCREWS USED SHALI BE 1 112' LONG MINIMUM t 4 I - ; - - - - �, L_ : - L I I . - -_ --- _ - � - I 1 I I
<br />FENESTRATION TESTING LAB INC. REPORTS J2032 & #2126 . AS PROTOCOLS TAS-201. TAS-202 AND TAS-203 SHUILRD STUCCO CUST AND I* M04WUM 'OR WALLS WITH NO STUCCO - - -6.250- ---------- - - -1.35W I -1 -1 . I : T_ -, i 1 --..- - 9 -:X - :2
<br />, L I , T - 1 _f! F-T j � - ' I .
<br />AS WELL AS AMERICAN IEST LAB Of SOUTH FLORIDA REPORT #M 9Di -as, As PER YAs 2oi. TAs 2o,- AND C 5) ON CASE THAI PRECAST STONE. OR PRLrAS' CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND ON THE Cilsift, (1) STORM PAN (g END STORM PANEL � ; i I i - ! T 1 I 1 i I I , I i I . .- 3: .2!
<br />TAS 203 STANDAFIDS I I I I i TV
<br />� 1 I I I � i � : I 1 1 -a -i I
<br />WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE So" SUCH PANELS - __2 - I I I � I I � I - f I . .e C2- =
<br />�
<br />2 ALL JkUMONUM EXTRUSIONS TO BE 6063-M ALLOY APO TEMPER (UNLESS OIHERMSE NOTED) SEE SHIM. 2 ANCHORAGE SHALL BE AS MENTIONED IN C II C 1) & C 4) - - .,_Iar , � i I i , I I . I I '. E
<br />� I t . I -1 I . I. 1 i I I I i i =
<br />; i I i . . ! I a) C2 .-r
<br />� , , : : i i ; 4V
<br />I : ; i � i ! j i � t � I i ,= U
<br />3 ALL ALUMINUM SHEET METAL USED AT CLOSURES SOAU. HAVE � I I , I - - � _7
<br />I' I ",
<br />3105-14 ALLOY. 1 i -I- - , 1
<br />2.,87" 1 1 i i 1 ; , , . i I . I
<br />A ALL SIM SHM METTA PANELS SHALL HAVE STRUCTURAL OLOAUTY STEEL ASTM X65� GRACE 50 I&MMW G-W (U) AW,NORS %Rk-1 BE WSTALLED FOLLOWINC ALL OF THE FACCiNfNOAnONS AND SPECIFICATIONS OF THE ANCHOWS MANUFACTURER AVO LND UP " " SO I ______________] 1gli-M .121: l , , ! ! , 90LTEL, RAmlisvi-I I/4-io'- - - - IN -ra 3: M
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<br />, " , . - I I i � i (W1 � I . ; - "
<br />",a. - 7-: - 1IN".1w. SERn i UWLIED R�. I ; I � I : I .
<br />6 PANELS MAY ALSO BE INSTALLED MORQEMALLT FOLI.Ow.kG ONSTALHATON DETAILS SHOWN ON SECTION 5 TNR,Cct� 10 (SHI 4 , $Do, lia- 2II: . � I
<br />I
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<br />14�t (i) I .
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<br />GALVANIZED STEEL DESIGNATION W/ry- 565 kw (AMR ROLLED) W/ Nt"AaD mar ,_� 1�_, loo' #1 a 1 1.125 - .7w- ; I � I 9CR.T W/ 7/8* . 3/32' �, = .L" 4)
<br />I I _ IS STUD WNRYGO : _=
<br />. Ss. STUD ; !(SEE SECTIONS AS , I I � : : I i � � $.S. M.S.
<br />__ � I . -T— TO ARGUE �
<br />THROUGH 6) EXCEPT THAI HEADERS (Z & Q SOMkUL NOT BE USED I,- __ : - t.: 4 o 1 , n I ,To �/Tooc C � I i ; MNGNVTS 0 EA. OVERLAP >
<br />5 Ail SCREWS TO IN STAINLESS STEEL 304 OR .Alt FIS SERsCS OR CORROSION RESISTANT COATED CARBON STEEL AS PER �,- - -Ir - -:I :2 1/2' 0 i ; � t
<br />, APPLICABLE) F I . C=
<br />I - L , � . (SEE SECTIONS AS APPLICABLE)
<br />R BUILDING CODE 9 11 SHALL BE THE RESPONSOUTT Or THE CONTRACTOR 10 VERIFY THE SOUNDNESS Of THE STRUCTURE WHERE SHUTTER IS ID BE , - - ,;_10. ---I I Z_� I i i . :5 UP
<br />DIN 5001284AT/ 50 ie, YIELD �71REIIAGTH AND 90 k1h TENSILE STRENGTH & SHALL COMPLY W/ F1_0 IDA //Z- - - - . , Too" __ -1 I , � I [ � I
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<br />,093' - I ; I I . i ; 1 =.- = . :M1
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<br />SECTION 113.3. BUILDINGS / OLT' i I i I , , ,
<br />ATTACHED TO INSURS: PROPER ANCHORAGE THIS SHUTTER SHALL ONLY HE ATTACHED TO CONCRETE, BLOCX OR wow FRAwk: �� __1 3.375" ^ . 2000' 1 . 1.5w, � I - I
<br />1 -7,--,, Y93^ " - � .. - _� V)
<br />,�, �, �-��,,,_. _� , 1 2125' 02�: - DETAIL I I - - ] -I- , �! . - T - . 1 ; � I to C =
<br />0 BOLTS TO BE ASIM A-307 GALVANIZED STEEL. OR AlSt 304 SERIES 51WESS STEEL WiTill 36 kW �M,N TOEILD , _ 2 ITS ;a , 939' �93 . SEE . i ! - I i ,. !
<br />131i 1 1 4 � . 3 ;
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<br />7 ANCHORS TO IMLL SHALL BE AS FOLLOWS SW & TO* ON SHEETS IO, S 4 12 RESPIECTOVEL�. SHALL HAVE A LEGIBLE AND RE14MLY VISIBLE MkRX1ftG INSTRUCTOR; OWNER OR ___(" - - 1125- f i ; � i �
<br />IENANT, To SECURE PANELS WITH APPLICABLE REINFORCEMENT OURING PERIODS OF HURRICANE WARNONG � ),� I - I � � � : 1 i !
<br />(A) TQ_ =3M_FQJ=STr.RM I I THL INSTALLATION CONTRACTOR OS TO SEAVCAULN A' L SHU"ER COMPONENT EDGES WHICW REMAIN IN CONTINUOUS IONTAC; WITH ,W / F&ILL _ - - 1,5w - -1,500 ---� I 1 1 1 � � -_ � , i � I
<br />I I � � I i
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<br />,/., - — I . T , I I �
<br />111- I J � I - < 5* Mci � 1 1 . I I i I � q I ; I S
<br />ISMJETRIC Vn DETAIL A OOD. 30. �, � I i I � - �
<br />STREW. 10 EACH REGULAR STORM PANEL WITH LENGTNS OVER 8 -8 THROUGH 12*- 4*. 45 PER SECTIONS S. 6. 9 OIL 10 AMC ALTERNATNOES 8W. 02m, �_�_ it a 3 1 7' I 11, I91Zk4,!J i , ,
<br />- I/ *: tAPCON ANCHORS AS MANUFACTURED in LIN SUILDFX, INC (Mi, P'3192 P-) THE BUILDING TO PREVENT WTAD/FWN INTRUSION, 11 � I I � � I ;
<br />. I CALF __ - ,..- - 1
<br />/4! . 1/8 -IN ANCHORS. 05 NAPMACTuNEO BY DEWXY INC (MIN V-3000 P-) � -2. 1 j � 1 1 � � i -_ & , 1
<br />- 12 STORM PANTI INSTALLATION SHALL COMPLY WITH SPECS ONDIC DING A140 ROUNDED CORNER 011 ENDS Of PANECS o.M..@-@. .. 14i - _ ! --- . I -_ � I -_ 10 --- �
<br />- '14 PaVDEO BY THE JURISDICTION W4ERE PERMIT IS It (�) !&-j 1 1 _1 --1 -I 1k. ,!, i I . B, --� I .� 1*� i I
<br />- T,. 3/4' SOUC-SVT ANCHORS. AS D15MWtM BY AU PONT SCREW. BOLT di SPECIALTY CO CITED iN THIS DRAWING PLUS ANY SUIT. ZONING REGULATIONS I 0 ! 4 gi; . I
<br />(MI. , 30M P-) , APPLIED TO END UP W/ HEMMEO EDGE. (j) -h- HEADER (�) 'U* HEADER (�) ANGLE IR ANGLE WITH STUD @ ANGLE WITH
<br />- III-10 PANELMAtE FEMAU 0 & PANELIMTE PLUS ANCFOM. AS MOINUFACTURCID By D.LV CONSTIFIUCTILON PRODUCTS 13 0) THIS PRODUCT EV&k1AnON DOCUMENT (P F D ) PREPARED r rMIS ENGINEER IS GENERIC AND DOES ADO PROMOL INFORMATION (wl S) (D-@1G)_@- (�)-, '. . - � - -
<br />(OWN I, 33M P-) FOR A SITE SPFCOPOC PRWECT. , , WHERE FOE SITE CONDITIONS DEVIATE FROM THE P E,:) REVERSE STUD - " NION, 1/4. 2/4, 3/4. 4/4. 5/5, 7/5, I- MIN
<br />- , -
<br />- 1/4*0 Cr TAP-GRP AKHORS. AS MANUFACIVRED LIT -RU-FAST CORPORATION (f'5600 P-) I - __ I VAM i
<br />A 1) AROMAJIM EUKDOWN OF TMON AlVC-nPS INTO POURED CONCRETE SHALL BE 1 3/4'� 2' FOR PANIELIOATE FEOOLALE 40 CONTRACTOR TO BE RESPONSIBLE ;OR ,HE SELECTION. PURCHASE AHO INISTA"AlTom INCLUDOIC ,FE SAFETY OF .THIS PRODUCT - = _f, , SEE WT. W/110, 2W/10, 3W/10. 4W/10, � 6/5
<br />_A 1/1- & 2/14 .374'
<br />BASED ON THIS RED PROVIDED HEISHE OM HOT CCVMTF FROM THE CONDITIONS DETAILED ON THIS DOCUMENT ..344' '", TOP I= -_ 09C .374* - 750. - 5W/ i 0. 6W/ I I & 7W/11
<br />00 AM PANUMALTE PLUS AND 1 1/4- FOR CC TAP-ORTP ANCNORS COWITLUCTION, SAFETY AT SITE it THE CONTROVOR'S RESPONSOU rH' T I � :I". OF PANEL 158�_ - I .t __ i �Ilfio- 11,25' , 1�4*0-20. 304 SERIES - - __ ___ - ANCHORS. FOR CONCRIEFE SEE SCHEDULE 04 SHEETS 8 & 2 - -
<br />' 8t� � I - _ SEE SECTIONS ON SHEETS TO A 11
<br />7 1 - - fy-- ; _,LF._,.S � W. fl "CuL 0 III ,/2- at FOR IRTGOO
<br />-
<br />A.2) CA1X-IN & SCLID- SO ANC.Oft SHALL HE EMMUCED 7/19- ONTO THE POURED CONCRETE NO EMBED&O INTO AC) THIS PRODUCT EVALUATOR EOCCVMCNT WTL BE CONSIDERED LIONAUD IF WOOOFIED , / ........ r__ , Ii ___i_ r i _t STUD W.t7o TO -
<br />STUCCO SHALL BE PERNOTTED 1/4' 0-20 SCREWS USED SHAL1 BE I 1/2- LONG MINIMUM SHOULD STUCCO EMS'. 40 - SOL'
<br />NO I, NN FOR WALLS WITH 40 STUCCO 440 MAY BE HEADED SCREW� OR A" THRICOIDED SCREWS W/O READ. to) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR AF?CHkTCCT 11"CH WILL BECOME THE 1-r - I ) 1 07 - - I I A I
<br />WING Nurs ENGINEER Or RECORD (COA.) FOR THE PROACI AND WHO "a BE RESPONSIBLE FOR FNE I I . - , _3W* \ . � I SO, . 'k, M. .671 * � , "
<br />BUT WITHN"NUM * , A " - 1 053 1, 11 LIKL�_. ' f\41% ". -
<br />1, 7*1 063' ,2.,. 3 S" �A I ,
<br />D I
<br />PROPER USE OF THE Pf 0 ENGINEER OF RECEIRD. ACING AS A DELECATED ENGINEER TO THE . 4 Oor
<br />I
<br />TO 9:10 "OLE MR - - I . I - .
<br />A 3: W CASE T,A' PREC" SMHE, PRECAST CONCRETE PANELS. DAVE". STUCCO OR WOOD WARDS BE FOUND ON TNt E 0 ENGINEER, SHALL SUBMIT TO THIS LATTER T14E SIM �.ECFFX DRAWINGS FOR RIPPEW LOCATION AT ) . -)
<br />EVERY PANEL OVEIRAP .957* 8.1 I I .. _ I 015' I III'* 7SO' LS rX A & ELEVATION
<br />EXISTING INALL OR �`Oolt &Z"O"S SHALL BE LONG EN01UGIH TO REACH THE MAIN STRICTURE BEHIND SUCH TOO) THIS PLO SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL t - Me, 003, k I ,ceo I .084- - 4 I N T.S,
<br />PANELS ANCHORAGE SHALL BE AS W11TIONED IN A 1) AND Oki A 2) 1-1 ;we 1/ -- �LDOD - - - rryp�)
<br />(0) !GILKIII EW.PWXR AT RECORD THAT PREPARED IT 7DOO, (�) KEY HOLE WASHIER ___::�
<br />, 2lLX_&QQLNALL_A5n(_ "_ 14 SHUTTER k"NUFACTURER'S 6WA WU BE LOCATED ON A READILI VISIBLE LOCATION AT STORM i/4' Me, GAP
<br />/4.1 0 TAKM ANICHORS, AS MAF"AC URED By I 7 * BUILD" ' INC - - 063: (�) *F' JWK ARGUE (R 3/8" *r TRACK (2) FLAT PLATED 267'
<br />a � CAUOI_NOT ANGHGAS. AS'MANUFACTURED U, I PANEL SHUTTER ON ACCORDANCE WITH SECTION 1709 9 3 OF rIQFkDA BUILDING CODE ONE LABEL
<br />- 1/4 7/8' DEWALT NO (NON O'IWO p,,) SHALL BE PLACED FOR EVERY OPENING, LASEIM TO COMPLY MTN SECTION 1?09�9 2 OF THE 0.036' (M..) 1��- .094 11111111 STLIn (MIN. OVERLAP -1 WIME WILLEY)
<br />/4-0 lf'�- - -
<br />- 1 %3/4- SOULTD-So. ANCHM. AS DISTRIBUTED BY ALL PONT SCREW, BOOI; & SPECALTY ro FLORIDA BUILDING CODE GALVANIZED SIM I - ;?--t ) 4 1
<br />-1
<br />(MIN -,800 P.J.) V. is, l,aHG " I ,� g-�017�!��; _,__J 11� - __ ---
<br />CF TAP-GRP ANCHORS, AS MANUFACTURED BY TNU-FAST t;ORPORAPON A. 1!44;�% , . L/a`P\ /""`N�: ZqR% Z - Oki \--/ /`e`1S
<br />-0 - _F, .375"k, 1 1 .38,# 575** 1
<br />0, ,\V; ...... . , * %T/ lik�
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<br />- 114-10 PARTELMATE FEMALE 0 AND PANELMATE PLUS &NCHDRS, AS MANUFACTURED 01 LLCO CONSTRUCTION % , - � —=- -=Y.T: �-U. I i I ----I I N
<br />PROrm IS lMkN f�"71 pll,) ... 1,1110110 ... [ .�- **i'j �f
<br />, - 4C � � .
<br />- /. op r"011,11, Aw--.;s� ,w -%.. I/ __/
<br />.* .... I - - -1 I- 0"' I ' . ' MAX GAP - - - Ns::;, i
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<br />- , I 11 .1 I C-IN 1_,�D .1 . .........
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<br />.,P��; FLORIDA BUILDING CODE (High V*Ioc;ty Nor 0.0 zone) I . . .
<br />8 3) MIKIMVM EMBEDMENT CX TAFICON ANCHOR%. ELC.O PANELMATES AND CC rQP-GRNP ANCHOR. TWO 4W C .. \�%rrll; '. ,/--I, .,,.-� _- - Q_' 1, f NO.441167 - I 1� * 7 Nl� FLORIDA BUILDING CODE (Nish Velloc"y IN cons Zonkl)j
<br />i I- . , .. EN& I..
<br />. - .", 'N
<br />J 4' . STORM PANEL &_..... 2 q_1N * IN&
<br />BLOCK Loin SNA,LL BE 1 1/4- * I I,- _-.T lj� O'=Io NL`0`0, W . I �iD.*: * *1 FLORIDA SUILOM CODE (Nigh Velocity Nurriconii Zen , .
<br />. 1 20 GW GALVAIEZED STEEL 1, -11 I 'i ` S�TATE 101F *-',C,C rp "
<br />MANG NICKEL on" "OUIXIM *O, : clean TI PC, TOP
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<br />9.2) CALX-th & SOUDSET. ANCHORS SHALL BE EMBEDDED 7/C INTO THE CONCRETE BLOCK UNIT NO NO, 4 167 I — . J - JLATED Q T�za I - : No STORM PANEL
<br />, I 25W 12S-- - ,-I i7 5 WING NUT - IO, ..- __
<br />ONTO STUCCC ERWITIOD !/4- 0-20 SCRtWS USED SNA,, BE 1 1/2- LONC MAIMUto SIM . S / _\ - - . %, 0i... 01�' . . 20 GAGE GALVANUID STEEL STORM PANEL Do� 91 . 44`167 - *. 1 20 GAGE GALVANIZED STEEL ow� W
<br />It __ - GLOBAL PROTECTM in/mLITIONO ' I to . I .*I 0/26/kow
<br />C 0 INC , , -
<br />O.SMAUL BE 9 _1�1_1 '_ - PRODUCTS. U.C. ,,W, I (�o KEY HOLE , � ... -r— GLOBAL PROTECTIO DOW. . --As * * * t]f.Z,1_ —�+--,O GLOBAL PROTECTION PRODUCTS, 11AM
<br />- __ - , .
<br />UNTST. AND I �w� " WALLS WrT4 No STUCro OF � � = -,. 11LIE Naa 61 POWITT' — 2.000' - : .... - SECTION —A— . UJC.
<br />1kJ-'-. STA / AT PANE N PRODUCTS. U.C. ' N.T,S. rATE
<br />,:r - Z�7�1 E C �0�, �, QOXI I,W 51 sum v%-. , WOW) S.W a, STREET
<br />_ ".... 'N'111.1.�� -7-- Z. M. .�� -176
<br />A.,-�'C"'. * - 1 0 R D 1, - l=k . AN.= - &N1"`_i _1 .
<br />-,, T � - . .. .. PWk_1_ - ---,.,," PHROF (WH)_= X-1-Al"LLO-11.1 20-176 (1) 2")C?'X I At"' &TERWITNELY USE WING MR W/OUI I - - OR - ___ DOWL ft &UI.(,LWW, 1; k ek.ir, ri- W" le,
<br />�0�4.,%_rual/.. _. . � im I - .. - L__ , 11, , 1� , - - " Wee .. - TO, IN, We. - - . ', - 04)�75#t W- GM4 -
<br />. S , A— - - 0k,l)(Vil's DOWING - ALUMINUM ANGUE MONOLITHIC WASHO IN/ ADDRIONAL / Wift-FORL-iiii-likke-A.- PHQML ")M-"-41 Ca- 20-176 1 0 *- , oFt, ", Ancii, ( .1.1, 20
<br />N,,'N�eIVA KOLOTE, I 11 ... PC . I .1 - - am --- -:01IMI, en-Nin oviekka - ....... aw, - (MORRION-WO - a-"- - M.1 VIROWN: NO,
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<br />I . I - 1 : swiv, , OR 2. 7/4"OH3/32' 111ASHEIN (STAINLESS , VDAVIE ci-aawle !! - 1 - 1 ART 1 %ill_ I Akor . t
<br />, M STEEL OR "clin Pl.,,TM SIM) 1I SEALISIGIRTURIL �m A. lug 41, PIC - - FM WOOLIVOL . TOULIT - P.E _I
<br />flaftp� 1 4410 � I, I - _9 .! 1 � 1 - � 2 0IFX - FAB '- 3 - I ; 1 � 3 OF n
<br />------- L - I'LOW . I I - I
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<br />-
<br />INSTALLATION DMILS FOR REGULAR PANELSa & CIA DO MOM QErMS FOR INSTAUATION IN ROM CM40ILM
<br />INSTALLABON DETAILS FOR REGULAR PANELSa & U INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES Q%= 3= OR WOW INSTALL91ON DETAILS FOR REQULAR PANELS(I & a
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES CONCAM ANC"O" J=,a",=%r, "10%; cokicam 'A04WS . ,� I I/.1._XkW.* " VAUD FOR MMAR. UEE WM AND U— HANG SMW PANE SYM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />. E9 SCHD= ON SHM a It 9) rw SCHEDULE ON - \ - Wolf ZT--ty", 11.
<br />(SEE 904MULE ON __ I � . I . I.. _ __ __ _. ANCHORS, FOR CONCRETE SEE SCHEDULE ON SHEET 9 - -
<br />7 SHEETS a �."DVW 9) � ,., SHEETS a THINDUCH ; , , r.-I _ "14,.- 'TE FOR SEE SrCTIokn ON SHEET 12
<br />1 -
<br />1 L � I I . - I . c - t `47 -1: M_ IMM. C,MR,M, W. 3' INFOO.
<br />(1101 socul 0. __ I , � , -1 I --- WED CONCRoECK ___TREDG&NCRE - TMDarl.l WOOD I
<br />.14�m I � t, A CONCRETE TO . BLOCK . 0, 2, Cn -6-0
<br />)\ �� /21 RVOURED REOUIRED REOURVID I .. unwo I* I"
<br />CONCRETE ANCHOR!; SHEETS 8 "HWOLKI. ;1) - --ED- OLINCOIEVE A?ADCft . EXISTING POURED \ I �,�, I � , , - � I . ,-I - CONCRETE ANICHORS CONCRETE AWCHOFai - - ��!_Lkkllu WOOLU!") Il, t. It
<br />ISM SOMMME ON __ - Z I - : i I - I � . 1) - *E 50-MXE 04 - -_ -�fW*Ell : - I
<br />"I n 4 CONCRETE REQUIRED �111 --(�) _. . �.,' hARL -, .""_ - . .= 60 SCOCIDU ON .. DAL = Were I " (D
<br />�
<br />SHEETS 6 INNOUP, 9) EaSTPOIG POURED - I. , 'c"BA" o" - (�) � ��, ..- ,, , � It. SHEET 0) gap 9) .
<br />= .. . CONCRETE REWJW&b� L SHEETS a THADUGH V., 7 - Dusrm POURED :L i i T70 zvm*%�. SHEET, OF) � � Fill, "-a . __ - -I )
<br />*L ... I - ��. ,.�,.,V": " � I � . - �- -A .I. ge CONCRETE ,. I I -.40. - L 11 � I I I � . (3) (1)
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<br />CONCRETE REQUIRED., � - U I I .,,�,- " ir ;-;r , I 1 � � f I I l I , , OF IL" -
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<br />- - *. 112, TO BWAL 0 ow.la - . ' I .3m I'Ll1w. W 20 GAGE GALVANIZED STEEL 20 GAGE GALVANIZED SEEL STORM PANEL
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<br />CONCRETE ANC.0,01 - . o� III S * ., L,
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<br />fm 50"Lu ON 1 1'.. ; TOT e. SECTION Ix X 1 *' 47/m/�
<br />.. � --- DATE. 1 -.$.. _ COMBINED IN ANY WAY TO SUIT ANY a - / I _31— \ GLOBAL PROTECTION - wt. -
<br />d - *. TE . . 4 SCALE 3/8-1 It * ( _ --- PRODI)CTS. U.C. 1`01`� TOP & BOTTOM MOLINITINGS S * S �_�_ � IL ECOinc PRODUCTS, U.C. Z
<br />2) GLOW PROTECTION PRODUCTS. U.C. S t UF_ I ----- -- � GLOBAL PROTECTION (SEE SCHEDULE ON CAN OF I
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<br />1160 .- .m SW 51 STREET so". . DOWL C.. 1031.
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<br />SCALE 3/6-1- of -VL- OWA,,4skoALUMAAX CA-0ow"l, !!-1 - 1 - 1 INFORNOT, NOT CA-QMIIO ,.E e�l i MIPS n, I ETZ M _J
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