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PRODUCT KVAL.UATIONBEPOBT,N0-20-072RA1 2
<br />3
<br />PRODUCTIEV E-:ADON ][WRTNO. 047270 2
<br />1 L ECINC.O
<br />1 L ECQ IWc_
<br />TILLR TESTING B EtYQINEERING COMPANY
<br />-
<br />2.2.�STREPORTS:
<br />La a missile im Ct and tali I
<br />ue oad tests were rmed underProto l T
<br />r9 pa 9 Pe►fo cos AS
<br />B- MATERIAL CHARACTERISTICS AND __PECIFICATIONS•
<br />-
<br />Shall in
<br />be strictly accordance with General Hates and Camponarits indicated on
<br />TILLrF TESTING 6 lNOINlEpINO COMPANY
<br />-- - - _ _ -
<br />- -
<br />a T1CraTrEPORTC•
<br />La missile
<br />site impact toad fasts were under SS
<br />a SSTD 12-99
<br />� P P standard as
<br />wAT.TTiR A. TTLIIT, rR., rs, ��'�-^' Cam
<br />YL P.L',LeN®e\ P.M7�
<br />2D1 2 section 18 6 o the Floridasection
<br />03 as r s ctl 2 f e orida Building Code.
<br />' per 9 e Uniform static loads
<br />sheet 1 2 and 22 of 26 of Product Evaluation n P drawing
<br />t (P.E.D.),
<br />a uatlon Dated
<br />WA A.
<br />LTER TQ ITf JR P.E.
<br />PRODUCT EVA1 UATION SPORT Nr�;°;
<br />t Building
<br />i8119.1.2 of he Florida Build'n Co Uniform
<br />o
<br />o I de. atone static loads s r
<br />Paa
<br />PLCS�t+e•P1Pw-NarTz
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering $
<br />No.20-776. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of
<br />on 7
<br />FL�''� �:
<br />Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing
<br />Testing, Inc., Reports # 96-569 dated OS/09/1996, #96-570 dated 09118/1996,
<br />26, of Product Evaluation Document (P.E.D.). drawing No. 20-176.
<br />Lab of South Florida, Report # 0814.01-01 dated 03111/02 witnessed by William
<br />PRODUCT EVALUATION REPORT
<br />#96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina,
<br />REPORT NO.: 20-0727.02
<br />R. Mehner, PIE.. Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No.
<br />P_E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04116/1998 and
<br />0219.01-09, dated February 25, 2009, signed and sealed by Edmundo
<br /># 2126 dated 10/ 1 05/ 998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />7. LIMITATIONS AND CONDITIONS OF USE:
<br />DATE: July 27, 2020
<br />Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic
<br />REPORT NO.: 2"728.01
<br />0219.01-M, dated March 4, 2000, signed and sealed by Edmundo Largaespada,
<br />loadings per Protocols TAS 201 & 203 as per section 1809.1.2 of the Florida
<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 />PRODUCT CATEGORY: Stutters
<br />Building Code. Test Report prepared by American Testing Lab of South Florida,
<br />DATE: duly 28, 2020
<br />an sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, indicated
<br />Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Julio E.
<br />Tensile test report No. 9CM-197 by OC Metallurgical, Inc„ dated March 13, 2009,
<br />on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20.176
<br />PRODUCT SUB -CATEGORY: Stone Panels
<br />Gonzalez, P.E.
<br />PRODUCT CATEGORY: Shutters
<br />red and sealed b Frank Grate, P_E.
<br />y
<br />prepared by 711teco, Inc, and signed and sealed by Wafter A. TNlit, Jr., P.E.
<br />PRODUCT SUBCATEGORY: Storm Panels
<br />2.3. STRUCTURAL ENGINEERING CALCULATIONS:
<br />7,2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />PRODUCT NAME; 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />Tensile lest report No. 9CM-198 by QC Metallurgical, inc., dated March 13, ZOOS,
<br />signed and sealed by Frank Grate, P.E, as per ASTM E 8 and Tensile Teat 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 />per OC Metallurgical Report No. 1 OKMA 318, dated December 1, 2010 signed
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />wind bad, as well as maximum anchor spacing vs, design wind bad and panel
<br />MANUFACTURER: Global Protection Products. LLC
<br />and sealed by Jerry Jaciofano, P.E. as per ASTM E-8.
<br />MANUFACTURER: Global Prolaction ftilurA LLC
<br />length based on rational and comparative analysis, and in accordance with
<br />section 1610 of the Florida Building Code. Calculations prepared by Tilteco, Inc.,
<br />7.3. Product shall only be installed Into poured concrete, concrete block, and
<br />wood frame
<br />48M S.W.51 Street
<br />2 @TRUGTLLQ•L ENGINEERNG�i CULAT10N4
<br />48W S.W. 51 Street
<br />dated 11/03108 and 03/12/15, signed and sealed by Waiter A. Til lit, Jr., P. E.
<br />structures.
<br />Davie, Florida 33314
<br />ge On 24 Gap Galvanized Steel Storm Panel for maximum panel length vs. design
<br />Davis, Florida33314
<br />wind load, as well as maximum anchor spacing vs. design wind load and panel
<br />1. PURPOSE OF EVALUATION:
<br />3. MISSILE IMPACT RESISTANCE:
<br />Product Evaluation Report prepared by Wetter A. TitIN, Jr., P.E.License
<br />(Florida{
<br />'I. PURPOSE OF EVALUATION:
<br />length based on rational and comparative analysis, and in accordance with
<br />This is a Product Evaluation Report Issued by Waiter A. Tillit, Jr., P.E. (System
<br />Large missile Impact under section 1026 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />No. 44157), President of Tilteco, Inc. (Florida CA-0006719).
<br />This is a Product Evaluation Report issued by Wafter A. Tiilll, Jr., P.E. (System
<br />section 1004 of the Florida Building Code. Calculations prepared by Tllteco,
<br />Inc., dated 12/18/10 and 08/27/13 (for this revision), signed and sealed by Walter
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />P
<br />A THIit, Jr., P.E.
<br />61G20-3, Method I of the Florida Department of Business and
<br />WIND LOADS RESISTANCE:
<br />�rAAA"�A�7f(Ir1
<br />���",� ,.••....�/pJ
<br />61620-3, Method 10 of the Florida Department of Business and
<br />Professional Regulation.
<br />Professional Regulation.
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />a $Q.'' CEN 1
<br />J �
<br />3. MISSILE IMPACT RESISTANCE :
<br />This product is bet issued an Evaluation Report as described herein, and has
<br />P D
<br />pressures. Maximum panel length shall be as 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 />.
<br />----- a
<br />� 3 -- . 44167
<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 me
<br />Large missile Impact under section 1609.1.2 of the Florida Building Code, as per
<br />9
<br />SSTD 12-99 Standard and TAS 201.
<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 Irdended
<br />20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 11,
<br />`---= s-* E-- '* .'�'
<br />7:��: ex• STATE OF
<br />�� °�
<br />Florida Building Code, and to verify that the product Is for the purpose intended
<br />at Wet equivalent to that required by the Code,
<br />14, 15, 17, 18, 19, 20 25 arxl 26 of 26, of Product Evaluation Document (P.E.D.),
<br />drawing No. 20.176.
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<br />dAc •., (OAtP ,:
<br />et (east i
<br />equivalent to that required by the Code.
<br />4. WIND LOADS RESISTANCE:
<br />This Product Evacuation Report shall be subject to review and revision Incase of
<br />5. INSTALLATION
<br />�FSS'll+"11`11�1�
<br />t,,n/r�Qtdpt. ,
<br />This Product Evaluation Report shall be subject to review and revision to case of
<br />24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />es
<br />pressures. Maximum panel lengthshall boas indicated on sheets 3, 9, 10, 11,
<br />a Building Code change that may affect Its limitations and conditions
<br />Installation shall be performed strictly in accordance with details indicated on
<br />a Building Code change that may affect its limitations and conditions
<br />12 and of 18 of Product Evaluation Document P.E.D. g
<br />(P.E.D.), drawing No. 20-175.
<br />2. EVIDENCE SUBMITTED.•
<br />shoats 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as
<br />D-1'TILTECp ADMON RECORDS 1 P. E. REPORT-20 ( GLOBAL PROTECTION PRODUCTS, LLC 120 GAGE
<br />GALVANREO STEEL STORM PANEM DRV601920-174% REPORT 02DOrA&01
<br />2. EVIDENCE SUBMITTED:
<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 />2.1. PRODUCT ALUATION_DOCUbtIENl_(i'.EFQ.1:
<br />Drawing No. 20-176, tilled "20 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. 20476.
<br />2.1. PRODUCT EVALUATION DOCUMENT (P E.D)
<br />'24
<br />24 Gage Galvanized Steel Storm Panel has been verified for code compliance to
<br />work as a non rous storm shutter assembly, as
<br />po Y per SSTD 12 99 Standard.
<br />sheets 1 thru 28 of 26 prepared by Tilteoo, Inc.; signed and sealed by Walter A.
<br />Drawing No. 20-175, titled GAGE GALVANIZED STEEL STORM PANEL",
<br />Tilsit, Jr_, P.E.; dated 07/28/2020. This drawingIs an integral art f�is
<br />Evaluation Report. 9 P a qLI) ' AFM,
<br />A. r/ 'N/.
<br /><� a0
<br />FTQJ( %a
<br />sheets 1 thru 18 of 18 prepared by Tilteco, Inc,; signed and sealed by Walter A.
<br />Tilsit, Jr., P.E,; dated 0712712020. This drawing is an inte , Is
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<br />STATE OF `W
<br />O,eF;. F(OM --*' �a
<br />Street;, Suite 305, Miami, Florida 33166 -Phone: (305) 871-1530-`Pa9i51
<br />6355 N.W, 361h S Sh� Y t
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<br />6355 N,W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: 305 871-I (3b c' I531
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<br />NOTES:GENERAL
<br />t STORM PANEL SHOWN ON 7M5 PRODUCT EVALUATION DOCUMENT NP C.D) HAS BEEN VERIFIED FOR COMRMNCF IN
<br />ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE
<br />DESIGN WIND LOADS SHALL BE OETERMWD AS PER SECTION 16200F THE ABOVE MENTIONED CODE.
<br />FOR A WIND SPEED AS RCOIARED BY THE 4URF50KTON WHERE THESE SHUTTERS W T BE INSTALLED AND
<br />FOR A DIECrANtkM FACTOR Ka-045. US" ASCE 7-10 AND SHALL NOT EXCEEO THE M"WUM (A.S.O-)
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 12, 14. 15, 16, 19 A 20
<br />INDRDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIO LOADS DETERMINED PER ASCE 7-16
<br />SMALL BE FIRST REDUCED TO As.D DESIGN WIND LOADS BY MUETIPLYMiG THEM BY 0.5 IN ORDER TO
<br />COMPARE THESE W/ MAX (AS.D) DESIGN PRCMW RATINGS INDICATED ON SHEETS 7 THOU 17, It, 15. 18, 19 A 20
<br />IN ORDER TO VERIFY THAT AKU40RS ON THIS P E 0 AS TESTED WERE NOT OVER STRESSED. A 33% **CREASE IN ALLOWABLE
<br />STRESS FOR *NO LOADS WAS WM USED IN THEY+ ANALYSIS. FASMENERS SPACING To WOOD HAS BEEN DETERMINED IN
<br />ACCORDANCE WITH N.D.S. 201a.
<br />STORY PANEL'S ADEQUACY FOR IMPACT AND WAND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WRH SECTION 1628 OF
<br />THE ABOVE MENTIONED CODE AS PER HURRICANE ENGINEERING A TESTING INC. REPORTS 96-569. 96-S70 6 96-M AND
<br />FENESTRATION TMING LAB INC, REPQRFS /2032 A /2125 . AS PROTOCOLS TAS-201. TAS-202 AND TAS-203
<br />AS WELL AS AIERICAN TEST LAB O SHAM FLORIDA REPORT /0219.01-09, AS PER TAS 201. TAS 202 AND
<br />TAS 203 STANDARDS.
<br />2 ALL ALUMINUM EXTRUSIONS TO E 6067-T6 ALLOT AND TEMPER, (IMLESS OME.RWISE NOTED) SEE SHEET 2
<br />3 ALL ALUMINUM SKEET METAL USED AT CLOSURES SHALL HAVE 31D3-414 ALLOY.
<br />4 ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL. ASTM A-653 GRADE 50 MNIMUM, G-60
<br />GALVANIZED STEEL DESIGNATION w/E'Y- 56 5 - (AFTER ROLLED)
<br />5 ALL SCREWS TO E STAINLESS STEEL 304 OR 310 AS SERFS OR CORROSION RESISTANT COATED CARBON STEEL AS PER
<br />DIN 50018 W 50 Im YOLD STWFHGTN ANC 90 M SHALL COMPLY WFLORIDA
<br />SECTION 241 �350 M TENSILE STRENCnT A / FL M BUILDING CODE
<br />6 BOLTS TO E ASTM A-307 GALVAM2ED SIM. OR ASI 304 SEWS STAINLESS STEEL WITH 36 Is MINIMUM YIELD
<br />STRENGTH
<br />T ANCHORS TO 'PALL S1YLL BE AS FOLLOWS
<br />(A) re 00514GrjU CONCJWTi
<br />1/49 TAPCON ANCHORS AS MANUFACTURED IT I.T.W BMLOD. INC. IN, ,'e-3192 Ps. )
<br />,/4' e • 7/8
<br />• CAA-M ANCHORS. AS MANUFACTURED BY OEWALT INC (MN. 1'F-3000 PA.,.)
<br />- 1/4'e < 3/4• SOLO -SET ANCHORS. AS 057R VTEO BY ALL POINT SCREW, BOLT II SPECIALTY CO
<br />(MPH. re_3000 P...I.)
<br />- /14-,,, PANELANTE MINE ID A PANELMATE PLUS ANCHORS, AS MANUFACTURED V EECO CONSTRUCTION PRODUCTS
<br />- 1/4*o CF TAP -GAP ANCHORS, AS MANUFACTURED W TRV-FAST CORPORATION (F'c 3600 9.a.,)
<br />A 1) MRMMIUY EMBEDMENT OF TAFCON AND40RS MFO POURED CONCRETE SHALL E 1 3/4': 2• FOR PANnMAIE F-E'APL.E
<br />0 *ND PANEWLTE PLUS AND I 1/4• FOR CF TAP-OQIP ANCHORS
<br />A7) CAAN-IN A SCUD -SET ANCHORS 544L TIE EMBEDDED 7Ar 4WD THE POURED CONCRETE NO EMBEDMENT MID
<br />STUCCO SHALL E PERMTTED. 1/4• a-20 SCREWS USED STALL BE 1 1/2• LONG M04WW 94OULD STUCCO £XW,
<br />NO I' MINIMUM FOR WALLS WITH NU STUCCO. AND MAY BE HEADED SPEWS OR ALL THREADED SCREWS W/O HEAD.
<br />OUT WTH WING NUS
<br />A 3) IN CASE THAT PRECAST STORE. PRECAST CONCRETE PANELS. WAVERS. STUCCO OR WOOD BOARDS E FOUND ON TI
<br />EXSTNC WALL OR FLOOR. ANCHORS SHALL E LONG ENOUGH TO REACK THE MAN STRUCTURE BEHIND SUCH
<br />PANELS ANCHORAGE SMALL E AS MENTIONED IN A1) AND IN A.2)-
<br />(B) i0 EUIIStING cGI-nETE aocx tlVkL.ASIN_.G-SST.
<br />,/4' f TAPCO4 ANCHORS AS M&4LMNACTURED ITT I T W OUILOEX. INC.
<br />- t/4- .. 7/9- CJLA-IN ANCHORS. AS MANIFAMIRM BY DEINAL7 INC (ADM ,'F-1500 p.S. )
<br />- I/4 0 X 3/4• SOLO -SET ANCHORS. AS DISTRIBUTED BY ALL PORT SCREW, DOLT A SPECIALTY CO
<br />(ADM C -law P...1.)
<br />- /14-10 PANELANTE FEMALE O AND PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO C NSTH CMN
<br />PRODUCTS (MIN re-2071 p..) ,AA9
<br />114' a CF 1AP-GFRP ANCHORS. AS MANUFACTURED ITT TRU-FAST CORPORATION a •�1
<br />33) IN CAS[ THAT PRECAST VOW. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS E FOUND ON THE
<br />EXISTING WALL. ANCHORS SHALL BE LOW. ENOUGH TO REACH 7HE MAN STRUCTURE "NO SUCH PANELS
<br />ANCHORAGE SHALL E AS MENTIONED IN 8.1) AND IN 8.2).
<br />C) TC GWNe W000 UM2 3PEW LAANTY. ±: - 0.55 fi
<br />- 1/49 TAP(AN ANCNORS. AS MANFACTURED BY I'FT SUEDES,INC
<br />INC
<br />LAW10- /14-10 PAPEE FEMALE AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELGO CONSTRUCTION PRODUCTS
<br />- 1/4-e LAG SCREWS PER N.O.S.
<br />- 7/18-e , Sle WOOD BUSHING AS DISTRIBUTED BY ALL POINT SCREW. DOLT • SPECNLII' CO
<br />C 1) MMIMUM THREADED PENETRATION "TO WOW O TAPCON ANCHORS SKILL BE 1 1/2- AND 2- FOR ELCO PANaWTE PLUS
<br />AND PAIELMALE FEMALE To
<br />C2) MINIMUM TNREAOCO PENETRATION O LAC SCREW. INTO THE 0000 FRAME IMP SHALL BE - 1/2• NQ THREADED
<br />PENETRATION INTO STUCCO SHAL_ BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION
<br />C3) MINIMUM MOE DISTANCE OF LAG SCREWS. MID WOOD SHALL BE AS INDICATED IN THIS DRAWING
<br />C 4) MNIMIM PENETRATION OF WOOD BUSHING SHALL E 5/6' 1/4- 0-20 SCREWS USED SH4: OF I 1/2- LONG MNM(IM
<br />90UW STUCCO EXIST. AND I' MINMUM FOR WALLS WITH a0 STUCCO.
<br />C5) IN CASE THAI PRECAST STONE. OR PRECAST CONCRETE PANES. STUCCO OR WOOD BOARDS BE MIND ON THE EXISTING
<br />WALL ANCHORS SHALL BE LONG ENOUGH 10 REACH ME MAN STRUCTURE @CHIN* SUCH PANELS
<br />ANCNORAGE SAIL BE AS MENTIONED IN C 1), C 2) • C 4)
<br />�O) ANCHORS SHALL BE INSTALLED FTLLQ O ALL OF THE RECONYFNEATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER
<br />8 PANELS MAY ALSO BE INSTALLED HORIONUMLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 3 T.ROUGN TO (SHEETS 4
<br />THROUGH 6) EXCEPT THAI HEADERS (M At ® SHALL NOT OF USED
<br />9 T St" L E THE RESPONSIBILITY OF THE CONTRA" 10 VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE
<br />ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHJTTER SHALL ONIT OF ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME
<br />tRALONGS.
<br />I( EACH REGULAR STORM PANEL WON LENGTHS OVER 8'-0 THROUGH 12'-4•, AS PER SECTIONS 6. S. 9 • 10 AMC ALTERNATIVES OW,
<br />9W A IOW ON SHEETS 5, 6 A 12 RESPECLNELY; SHALL HAVE A LEGIBLE AND READILY V*ftf MARNNG INSTRUCTING OWNS OR
<br />TENANT To SECURE PANELS WATH APPLICABLE REINFORCEMENT WRING PERIODS OF HURRICANE WARNING
<br />11 THE INSTALLATION CONTRACTOR IS TO SEAL/CMAA ALL SHUTTER CUMPONEN) EDGES WHICH REMAIN IN CONTINUOUS COMACT WATMI
<br />THE BALDING 10 PREVENT WINO/RAN INTRUSION.
<br />1. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS ORANING PLUS ANY BUILDING AND ZONINC REGULATIONS
<br />PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO
<br />1' (a) THIS PRODUCT EVALUATION OOCUYENF (P.I D.) PREPARED r TIRS ENGINEER IS GENERIC AND (TOM NOT PROVIDE ,INFORMATION
<br />FOP A SITE SPECIFIC PROJECT.... WHERE TC SITE CONDITIONS, DEVIATE FROM THE P CO
<br />(0) CONTRACTOR TO E Ri5PONSM IE FOR THE SELECTION, PIRCILASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT
<br />BASED ON Tay PEA. PROVIDED HE/SHE OM Not OEIMTE FROM THE CONDITIONS DETAILED ON T15 DOCUMENT
<br />CONSTRUCTOR AT SITE 1 SAFETY s THE CONTRACTOR'S aESPONsenm
<br />(F) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MOXFIED
<br />III) SITE SPECIFIC PROJECTS SHALL E PREPARED aY A FLOROA REGISTERED ENGINEER OR ARCHITECT WH.CN WILL BECOME THE
<br />ENGINEER OF RECORD (EDR.) FOR THE PRIGACI AND WHO WALL E RESPONSIBLE FOR THE
<br />PROPER USE O THE P'E D. ENGINEER OF RECORD. ACT14C AS A DELEGATED ENGINEER TO THE
<br />P.E.O. ENGINEER, SHALL SUBMIT TO THIS LATIER THE SITE SPECIFIC DRAWINGS FOR REVIEW.
<br />(e) THIS FED SHALL EAR THE DATE AND ORKANAL SEAL AID % ATUE OF THE PROFESSIONAL
<br />ENGINEER Or RECORD THAT PREPARED T
<br />I• SHUTTER MANUFACTURER'S LABEL SHALL E LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />PANEL SHUTTER IN ACCORDANCE WITH SECTION 1109.9.3 OF FLORIDA BUILDING CODE ONE LABEL
<br />SHALL E PLACED FOR EVERY OPENING . LAMM TO COMPLY WITH SECTION 1709 4 2 O THE
<br />FLoROA BOLDING coo[
<br />,HIS MINING SHALL ONLY E USED TO
<br />11 WAAW, "ITS PERMITSM TLE STATE a FLORIDA
<br />10 •,..`......;.
<br />B 1) MINIMUM EBEDMMENT Or TAPDON ANCHORS. ELM PANEUMATES AND CF TAP -GRIP ARCHON. INTO HIE : VC
<br />BLOCX JNT SHALL E I 1/A-. .1
<br />9.2) CALK -IN A SOLID-5E7 ANCHORS SAU E EMBEDDED 7/8• INTO IKE CONCRETE BLO"CW LMT NO N0, 4 167
<br />INTO STUCCO SA.L E PERMITTED '/4' 6-20 SCREWS USED SHALL E 1 1/2- LONG MINIMUM SHOUIU CO
<br />EXIST. AND I.
<br />MINIMUM FOR WALLS WT. NO STUCCO. it"'' STA )F
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<br />20-176
<br />Ni
<br />. twpf»iF�A<'(ogalW.m
<br />[/UAW
<br />),.
<br />ORA..IP NA
<br />�- r
<br />eR P-w -
<br />NaLT 1 s n
<br />. `AI
<br />1YAULR A man r.. at
<br />N•,W
<br />COMPONENTS FOR
<br />REGULAR dt LIFE SAFETY
<br />STORM
<br />PANELS
<br />(SCALE 1/2-I-)
<br />_ ..----.. _ ... . - -
<br />_. ,5.t96' (TOTAL wOTH). _- -
<br />__ .- _. _. _. -
<br />- __... _. _._ A5.196'
<br />(TOTAL TRUTH)- -. -.-.-.--__-. _-
<br />- 12.500• (EFFECTIVE TROTH) - ._ .
<br />_ ___.. _ _. -. _ - _._..,
<br />___
<br />r- _ _. ._... ----
<br />6.250•
<br />�_L3pe--
<br />- T
<br />•'
<br />r1,.0.-,
<br />0.036' MON THICK
<br />STEEL
<br />- 1-�0. -- P " S00'
<br />r. A 'S
<br />MEIMIEO ; -
<br />EDGE -
<br />111
<br />r
<br />' - 1.350'' -
<br />- - , ��t\—
<br />/
<br />)
<br />.�,SW'
<br />Dan' MINA THICK /.350' -.. ",
<br />r ACV �<y1�p��tN�5�7
<br />GRAD[DO T-
<br />HEE•ER.�HiMVAflm
<br />G-60 GALV. EDGE /
<br />"
<br />2.OP0'.2\
<br />I
<br />A57Y A-353
<br />GAa so MINIUM
<br />MAX A_-',
<br />2.000'
<br />Ar
<br />'`i'' _ HEMMED
<br />ORNML `t
<br />- _1:EDGE G-aT IOW
<br />($TAIL A 48d
<br />1,350' I L_I.,1,TU'
<br />__--6.250'-._--_.. --- ..-
<br />T1 STORM PANEL
<br />2.1er -
<br />-
<br />.. t--.----- -.... _.
<br />�- EDGE
<br />-1:330-
<br />® END STORM PANEL
<br />i 2SD1 I.117'
<br />PANIo S EM NAP i ' 100' Rai 1 f .- - JIG. 1 49 2.`F
<br />j _t.2S0' .ma "' 304 5eE5
<br />w/ U(ETAED EDGY. � i -' � 1 � .too' A a ' y ' _I 25 : SS STUD RAFTED
<br />, ` ' R••AMY . - � 1 .7ID--� It
<br />1 ,7
<br />fJ11
<br />3.375• 1.500• -
<br />/� \Y09J' r. -093, 2.�25. 20M/0250 2 ,15' .093' Ii
<br />/ R 0. ], 1 r
<br />/ 219
<br />I
<br />(i
<br />I _. I I � � iATEL E �,� _ - _. 5- ya, -.. .. -. ..-_1,500• -
<br />ISOMETRiC VIEW DETAIL A I 2000'-. - —2.wo• _
<br />ROUNDED CORNER O ENDS OF PANGS
<br />END IN wHEMMED EDGE
<br />(. O "h" HEADER O3 "u" HEADER 4O
<br />N.M eMi.e ANGLE WITH STUD
<br />I
<br />I
<br />i
<br />F_ 1/WAENi 2/14
<br />SS//16 • NDLE FOW
<br />3ND•tDCATON AT
<br />EVERY PAN MAP
<br />OYMAP
<br />7.000'
<br />Y• IV LOW
<br />1
<br />150'
<br />--2,OW'... -
<br />©
<br />ALUMINUM
<br />2'X7'xt/4"
<br />ANGLE
<br />0.344
<br />1.407.1 063'.. .,
<br />I
<br />I (J.'�.(t�l J90'
<br />V
<br />.
<br />957'-
<br />1 - M,. M,
<br />O KEY HOLE WASHER
<br />-.a"'
<br />UOW (116n) - - .094-
<br />GALVANIEED STEEL _. -
<br />_ I
<br />1
<br />.375-f I �3a•I.8759
<br />t J
<br />-. __.... -.)
<br />OW-_ }g�'y:A�D MICKEL
<br />t24- 1a��75``• "''^"0 WING Not
<br />N'; _ i
<br />&YomlNELY, USE Traa INN W/0Un
<br />MONOLITHIC "W" W/ ADMTONM
<br />• 7/r.3/32' WAVER (SWNIESS
<br />STEEL !M Np,EL "Tat Sim).
<br />To am
<br />OF PANEL
<br />t
<br />375' . ..,- .
<br />1`i t
<br />i Ds3'
<br />! . 1 )
<br />6R5'e /
<br />'
<br />_34+•e
<br />- 8�
<br />-(
<br />) \ i
<br />375 +
<br />winOF�
<br />77>rPpPANL i
<br />© KEY HOLE
<br />AT PANEL
<br />.374'
<br />1BBI.•-.. - 096-
<br />1
<br />)- _4T4.I - 66e'
<br />1.671' ' -. I.. _.
<br />I.343 1�R.062-
<br />oar
<br />I..t ' --A.t 1
<br />--- 2.006•- III I
<br />© "F* TRACK ANGLE
<br />]74' Gir
<br />tae4 - 1._L 1
<br />-310'
<br />1 FN)O
<br />,sir ; �1,,
<br />%. I air
<br />L _.I
<br />Oaa'
<br />(TT+.]
<br />® A31AIAT "F TRACK
<br />4 Sam� -
<br />IA. S1W WMW -.7w-
<br />ro ANGF •
<br />HZ 1/7' O.G H
<br />1.SDG•
<br />939• SEE
<br />L +717:>� 1J
<br />-•-1.500'
<br />-..75G'
<br />J 125• .I/A9-2a 304 SIEGES
<br />- S.5 STAG RP&M t0
<br />1 '. AIOIi • 12 -2. at,
<br />1.500' F--I
<br />750
<br />PROBIM=E 7 F, IATION RFNF3RTT5G_ 2e-M702
<br />5. INST LLADON: *44
<br />Installation shall
<br />a I be performed strictly in accordance with details indica n
<br />sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document P
<br />.00
<br />drawing No. Minimum separation
<br />se s at on to leas shall be as arctic n
<br />P o 9
<br />11
<br />sheets 3, 6, 13, 14, 15, 16 and 18 of 18, of Product Evaluation Document
<br />�
<br />(P.E.D.), drawing No. 20-175.
<br />� m �' p
<br />y t;
<br />CHARACTERISTICS AND SPECIFICATIONS•
<br />o FO 1
<br />_MATERIAL
<br />Shall be strictly in accordance with General Notes and Components indi
<br />Q d C
<br />sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), draw g N
<br />3 Z c
<br />20-175.
<br />.3
<br />Anchor specifications shall be as Indicated on sheet 1 of 18, of Produ
<br />4 (i 'Ar
<br />A'
<br />3
<br />Evaluation Document (P.E.D.), drawing No. 20-175.
<br />4`a 3
<br />a,
<br />,� .4!
<br />s u •
<br />i�� roC
<br />7,LIMITATIONS AND CONDITIONS OF USE:
<br />t CL -C
<br />7. I. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated
<br />a u
<br />on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20.175
<br />4-
<br />prepared by TiNeco. Inc_ and signed and sealed by Walter A. THIN, 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 Welter A. Tllilt, Jr., P.E. (Florida License
<br />No. 44187), President of TlNeco. Inc. (Florida CA-0006719).
<br />.y !t^ ^: t:�(/r
<br />: ''j�CEN,s�.' :7;P
<br />-//��117
<br />* ,,:grit
<br />wane - . "*
<br />Da TILrECO AOMON RECORDS 1;P: E. REPORT.20 L GL�6AL PIiO N P S, L
<br />CiALVAMZED STEEL STORM PANEL L DRWG M za17s 1 REPORT 6t 2aM27�(t'o _ •.ORiD .,•'r��,
<br />1/4. 2/4. 3/4. 4/4. 5/5, 7/5.
<br />iW/10, 2W/10, 3W/10, 4W/10, 6/5
<br />5W/10, 6W//1 & 7W/11
<br />3• VAX__- -. _ _- _ _ ANCHORS: FOR CONDOM SEE SCHEDULE ON SHEETS B A 0 -_ _ __ r MAX
<br />-I• Mil FOR WOOD SEE SECTIONS ON SHEETS 10 A i1 ---- 1• MIN.
<br />O 4 1 1 1 O d
<br />D.M..O.0.t�4 +® r-i � - r r-. I --i I . ---- �---' - -I--,- T _ I
<br />-I
<br />a 3&@-(D I I, {' I! j i
<br />I i i I I I i
<br />__1 _ S._ _ -t _ 1.__-_
<br />1 ,� . I _ _ rap'
<br />_I I I I I i EO R
<br />I_l �_ i_L -- 1 l , �_l
<br />�. T 7 r _
<br />-� .T1, I
<br />I -. I_. -
<br />t I -. �_ J I I' I i ��
<br />I I I
<br />I i I, j I l ------ ---- i,
<br />I UNEOLILD PANELS I) I i I 1 I B%TEQ PASS W/ I /if r
<br />IZu SECTORS AS I l I I I S.s. 1L5 So W/ )/B• . 3/37' i+
<br />I I APPLICABLE I 1 WINGNUIS O EA. OVERLAP
<br />I I )' 1 I I I (SEE SECTIONS AS APPI.ICAaIE)
<br />' 1
<br />, I i- - ,.- i_.,_ -- _. i_ 1_-.I_-' -.1 �. I .;.t-_- 1 - L, I .1. _U yyy;;; --' I_ I r. .i i } T 11 I. ! _ _�_ i r -I I (' ...'I i __ I.__, .. I l-- EU g
<br />1 I i) ) i I I i 1 III I a -
<br />I I I I . I { i I I i I I i
<br />f- l_- --'s, -- t O. - a I 1
<br />D.M..©.®,1�+� I-' ( -) t- ( I
<br />00.0®O All ro I I I I
<br />4+6 4+ 6or
<br />3' MAX - 1/4, 2/4, 3/4, 4/4, 5/5, 7/5, ": MAX -
<br />iW/10, 2W/10, 3W/10, 4W/10, _,/5�
<br />SW/10, 6W/11 & Tw/11
<br />-- - -. _-- - _ --- _ _ ANCHORS. FWU CONCRETE SEE SCHEDULE ON SHEETS a A 9 _
<br />- _ SHEETS 1 A 11 - -'- _. _. __.__... -.-
<br />FOR WooO SEE sECTwNs oN o
<br />A 1,
<br />,/4' \
<br />MAX. GAP
<br />s. :A L -W it BIL
<br />1�
<br />217'
<br />(W4 0R78M -1 WHDIE W"M
<br />1/4• At— GAP
<br />CODE
<br />-$-a
<br />N
<br />a)
<br />L
<br />(n
<br />—Cu
<br />N
<br />C
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<br />iD..
<br />-0
<br />-_
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<br />0!
<br />Q
<br />Z
<br />INSTALLATION DETAILS FOR REGULAR PANELSft dE A DO CURM DETW FOR INSUALLATON IN POUIIED COtCOM
<br />INSTALLATION DETAILS FOR REGULAR PANELS) A Lr1A NCRETE INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES CO3= OR WOM INSTALLATION DETAILS FOR REGULAR PANELS (l &dA
<br />pMISIN oW PA.OAAA$ rtMALC a, va• 4• u _ VAUD FOR REG M LIFE SNM AND E 2 HANG STOIi1ti PANEL S sa INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />INTO EXISTING POURED CONCR!UE OR CONCRETE BLOCK STRUCTURES aD4DETE ACHM I AP OL,NATE I" OR Cr TAP mo• f,}D S/�
<br />rXlrua ANCHORS w�N.Is eitwoAlw q - SEE sCME01AE pl SEEt e ! 9) snTs a 11NOUW e) .-1'•--yti -. _ RED CONCRETE coNCREiE _PWWEo caNCRETE _ ._... _ .--- - WOSEEANCHORS: FOR CONDOM SEE SECTIONS uoH sfDENETi2ET f. - jCin
<br />... _ 1� ;�2. \I- R --c7e EocR CR ooNacTE eLoac r wF z6T s up.l
<br />GXXVFa[.1[ ANCNIIS fHrt7s a T1.NTIaHN f - £0.-- W.,CEiH AYpaRi i . -� `FIE RFWNED, `: - CIA- • wR ' DOSING POUTED ,` 1 I (//�,: 1 '/y' W�""rL aA-rrr t� i _`RTOUROED _ _ Ca11OBTE ANCHORS; ..SI.Ir,DA[ a+ REOURMEWE 99L11muLE ON D WFNM�.T WHQF v1LLF7 �a -. /�j AL
<br />(SEE se«muE GN 1 4A,- • a .at+s `- -. + 1 N E.D. �/ _ MWIi.. `mil 'r1�� m•"'4 W�R irf' (EEL SUEARE ON AingRs COK�%iL AJICFIOOi a. 9. 1M EFR 9i+D W
<br />311ELA a 1TIIIpUDI f) COIIGEiC RODUIED _ " NEs3 f 1Wp1W f : 1 1 Nn% ._._.. , OUT 9)vim I-
<br />/) T
<br />1EXISTING
<br />_ n (6Fs Go- �MLE 9N �,
<br />I E I-.2• 1,/4. 15-. .: `:.: r . /a 4' �/,r ,• Mn'-' a„a W r« /^ ""A __. ---- __. ..._. _. ---- - T a)
<br />J �♦ .. .,..,. YC _� } "sb�:� rC --?� /•' A ore RLOIMIm. 1 I O �t
<br />,�,� } , 1 I 1 I
<br />W
<br />P
<br />11
<br />AL a
<br />V. i -.T. .. --1 I 1 _ __--'rye. _. __ --.., �\, _ - _. -_ f E.D i 2 1 nle. H ` _ \ l `Nw® [- I [_ 1 I ,E.Da)
<br />; 1 1 a ED. ® 1e EII a .. ; 8 .. I.. T-:... i o J - V Wee I I : j I _1R[DUMfD CONDOM-' , 2 0 , , 1 ; 7ElO5TE1GPOIm anH. ®-1 :...• \ , D•4 I , \�:/ COMCOETE NOMRED.! \ .' C•4 1 -, t''' i FXLSTIIG P'--- 1 ru•• -A 666111 ` ,F1 i Nw�o.F?rr. r1 taa+P1;1 n•,y,nt•$ <.( �, I GI CONCRETE Ot + r n""ti ',"u.Lar°•AR�� S_}a E E.D j E - 1 __... __ _ . _ _. --' LING NR < L L P^ /?+
<br />I 1 V. • t:. <::. ,-.711H0 Mn • 1 ; $ GONDREi BLOC1t i 1 O i\_ r \ ' _ , - _. _ _ _ _-_'li __
<br />i I 1 Q to4mHAt 1 € 1 claw s c e g •-• rail, sm • 6 1 REINED. 1 • <. 1
<br />I AA u,tw. 1 9 1YOA ,a"AP NPMMIRN , 1 I 12 Vr at 1 f¢ , 1] //C i I , I I.�� �� �WL� /����}.r ��,• r .J I : {S NITS W/ I I - "•
<br />=3 ICU
<br />,_ - E'. 0 N I t W t m M'r 1 ti/ Irt ,j__ O6 s 6 I.O.-
<br />I I �. _ _ I 3•oFr.��i� A✓'•'+BJ f wlffL rli sites ... : I : 7/e9 , 3/3Y ' I I �
<br />3 9 @y} To = r FW SGLE 3/1Mt' .A.P.P w r°I WI 1 I 1 _ SAAAMARr 1 WRG I.R • L,mY T- r
<br />•„A,_c J ,P aAa i { ONIY J i I Ira" "" f"�'6WOOMN I 1 1 . RLAWL m pN� 3
<br />.pN��pg1 I t p
<br />:.nA , I N 0„16 i , , ro aLAtt 1 1 � on, WA,mw4 I " H' FOOML 0. 1 ; ,- I- Aw. R 1 _ NT- � I 1 IF4
<br />1Hy,H ,A,I q
<br />, 7 T T , - ._ T - ON1ND I I a 1 CN{ 1 OA10A . QI6,IHe 1 + _) H/2' ♦ SCALE 3/16-I' 1 a •OY q ' 1 foe» I I 1rR1 N .1 ] Y
<br />uW O I 1 1 ' %49-)W1• R.i W I 1 PL.{ Y'AS•E R �� l--M. AOMRIAdM I H^- I 'N,aHAR +a 0 1 .AD 1�Y'� 1 IW 0•V6A. . 4�)' .._I
<br />1 1 v WJO '.I ? ! ♦ - L .. i E WMEN9nN W R M,tl6 -� I - Y• L N t _ I _ t!
<br />I I , 1 ",' 1' - - , , G,,6f , Fria 16R 1 I v , h., W l t/5' I I T... 1D::: uu
<br />4N O
<br />HDI; , -- m0R • o,er .W. . r. 4N• a P , / - „1 r' 0i .L. -N
<br />1 v I 1 1 - 1 1 1 , F _- -I 1 SH la1m u 1 e ,Y FWFWw ♦H.I,,.A--HH• l 4•,�EMII. _ .._ 1/•9-,AY I, ss 90.TO'I/ --. � ••
<br />t.At .Fit NW. ( f �/�)
<br />1 1 --O - I 1 1 1 1 1 . NRI sun I , "T�. MAe, • ,tar; "•' 1 I - is 1/ I 1 I MATH e..er
<br />i 1 I 1 I C) 1 1 1 m tnmAE 1 1^' ) 1—rlw nth oWa1"H Ass AWE I' Ise BTU[ w/ ,ss RTUs R/ e.s •�r A I t I I ' /�]
<br />,_., I 1 i ���N{{{T 1 CAAA 1 1 1 �NW Ia"Ia 1°�NWPfaa 1 _L`' ; ro aAm 1 , Y OY1� T �70VYNGnO "W • FAaH 1 a �INGArut30 {� - - _ �1 1)/19 Oft " 3•�(/n, - - - 1 i i lint
<br />I - I 1 \ Y': 1 �.�.1.��:� 1 i roNMe I ' r. r•as• ,Nr Hs,Arisl i I ,aVQA H ! IAA a I 'I I
<br />/ ; • ..:. Iy�H , I DAM SLID • f11 + _ TAYaV>n' 1 1 1 1 I aB iA,• iiMF"YRI , _ _ _ _ _
<br />I p AP • J ED" rpR y I n ,/r NLc f. (4�*,
<br />I efA1°NoN a"I„i1o•e .r - %*:� '.._. I i 1 i m PNer"i ,ail N i _ _ _ �. ; _._ _ r i - . jj
<br />AOH(n
<br />EX,5T1N6 POURED E G. j p 1 I '-2 i� a E7O5TMG PWOED [tl. 1 T3 ,/% Ot • - -'! ♦ ,3 , 0 (t .. I I
<br />CONDOM OR __ EXISTING FIG, Mo ,, I /a' 1 , l! PRF�1 '� ' I -
<br />CONCRETE BBUON 1 VIM 1'mw 0 . oa 1 F' cONCRETE C R -. _ _.__ + OON 1 -- _ r - 1 I' i r 11 / i__pW,p I I A s. 141KM.Nra ]• iiM.'"
<br />REOMRED A , 1 _ _ _ 1 CONDOM fDQ( .-. , 1 '? 1 us, w `� >w,Im 1'-.TAS6 aOfWaA \4T SOR
<br />_ _ _ CANT 1 I
<br />-C 'y I ,E i/,' nG r .. ♦,.,_. ,_, REQUIRED 1._ ,/2• 1EOLHED ( y:. ,/YOerINc AaREED Ea ; ; ,tea I�• ..m= D t. �ilAx. SmL �r ww,. D,il..® ® Ae EVa ,• wn.T_ da \ `:S ,, E�.. I r ` CONCRETE OR - - .. DF 1 IN' , .: • '� - 1' M+n•CONCOM OIDGI i CD �VA�} 1 CASE C MAX -MI]HORS. FOR CONCRETE SEE SCHEDULE ON SHEET 9
<br />939a)
<br />-- l EGISTIw POURED Y .-,' Yin. /L I EXISTING POURED '-" i scALE 3 ,e� CASE D PLAI'li .,i.<.,- , (,. .F -.. -� S MAXAR _- _
<br />1 _ -. _ CONGIETE -.Sp'- Rai, w —+F'4- u / HWIIVVED. _. -_ 1 / SfJAE , _ (�} FOR WOOD SEE 12
<br />,� I „�; I W/R:R[IE OR ' 3 to- • SECTORS SHEET
<br />�, REWNEO GN CMO,bPO n J'"N 1 CONKRRE EODir _L ,
<br />.ti�( 4 u
<br />/ /.Y y ON S
<br />I�A!��� f /R�p�T/3t'pw1{i ,i 1 (, ,,., -, N -.' + eWq MN • !- OL ' . ,swp,11�tD�a "'mPF •moo mrAeA ['P'- NswF • it I p�•I� S�C�A�E 7/�•72'-
<br />CONCRETE ANCHORS V O G NC1ER MD,01151 --E D. COHOU A CHORS 4 ,, , • ,`4 l .�p TOR Ov/<' %/. 1 REOLRLEO. 1 i /2' _ maQ •4s b �`@ E E.D. E D REY EfJYlir.t_
<br />11 ,
<br />its • . 0.e. CaNOETE A,IIsalf W - ULAR STDRII ( t ELEVATN)N
<br />sTAarRm r/ sw- - IMN., a 7 Lw (I¢ N]mtlt aX (s¢ sc 4aAi a. ?;^ F..A (3a 9O40A! all -- F.n. i ' aG 1 --_. I l 3r IHr W WW.r ��
<br />M�EIS 6 THROUGH f) SHEETS a TNA0VGH 9) :-::. SETS I MROUG, 9) SMUM a THROUGH O AT wi .va tE ,,. - _ .. __. _._.. J/ '- .A. 4�ao. 1t4T'".Wr'I�fs eNumit.Ceolalb" 1,
<br />PLUS a Q NP-oRP — Mix SL E R O." - _ -' O -+' s"r' I,':.; ,. ?: '; -.':'; - - - - IRa LYRO I r NNYNt 8 �I( 4 _.J 1 _ 1 I /+' MO. CAP I—
<br />+_ _ I T SOo' -�
<br />SHEETS IF )IR t) T ___ 11 4 '% �4•f-2a3/4' ss. DOLT :S - GWL ovUP 6 IRInE wAM 1
<br />' - W/ 7/6'XJ Y2' WING RUT 1 _ _ _ _ _ _ _ Z_
<br />b -
<br />SGLE 3/a-,• 9GlE 7/0-+- SOILE 3/6-,• SOLE 3/M,• SCALE 3AW1' SCAtf 7/M,• - _JAA` SIT, OIIMA`i�"— ►a... �;-<E1 I _1`Ie® - • 12 1/2/D.C. CONCRETE ANCHORS
<br />.. _ .- -_
<br />I - - - - -- - T -.. - .-- ��DcGE� t7F EXISTING A,.A aoN - O• A.a) DONCPCIE ATNL1aR5 SG9QPm Dor WAMULZ dH s„a1 » -_-: .
<br />S E.D. EDGE fRSTANCE -. DPEABIMO T w `_ �• " :: w. CoMVfl E -WDm SA SDRmLE[ OR i/4. , �1'
<br />I I SEE SCHFDUL.E ON_ O W
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<br />{�7) . A.uM. THE aR +' < ( CASE F (PLAN) SHEET 6) COMaRtE 1N
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<br />ro aAs ISEE 91NCOflE SECTION A -A f tvn.1
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<br />REOLOW. _-.... .... E.a _ : 20 GAGE GALVANIZED STEEL STORY PANEL 'P- a ••aT • .» ] Min. REIXARED. TWr 7 HaMI. 20 GAGE GALVANIZED STEEL STORM PANEL D4.RN
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