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HomeMy WebLinkAboutProduct Approval Business & Professional t s rA BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search �W Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL11968-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 WestroadS Drive West Palm Beach,FL 33407 (800)432-2204 Irodriguez@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit,Jr. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence FLi1968 R4 COI EASTERN METAL SUPPLY.INC. DRAWING 17-098 CERTIFICATION OF INDEPENDENCE.POF FL11968 R4 COI EASTERN METAL SUPPLY,INC. DRAWING 17- 095 CERTICATION OF INDEPENDENCE.PDF FL11968 R4 COI EASTERN METAL SUPPLY,INC. DRAWING 17-096 CERTIFICATION OF INDEPENDENCE.PDF FL11968 R4 COI EASTERN METAL SUPPLY2cINC. DRAWING 17- 094 CERTIFICATION OF INDEPENDENCE.odf Referenced Standard and Year(of Standard) Standard Year ASTM E330 2002 SSTD12-99 1999 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL11968 R4 EDuiv EASTERN METAL SUPPLY,INC. DRAWING 17- 095 LETTER EQUIVALENCE BETWEEN SSTD 12-99 AND ASTM E-1996.PDF FL11968 R4 Eauiv EASTERN METAL SUPPLY INC DRAWING 17- 098 LETTER OF EQUIVALENCE SSTD 12-99 AND ASTM E-1996-21) FLi1968 R4 Eouiv EASTERN METAL SUPPLY INC DRAWING IT 096 LETTER EQUIVALENCE BETWEEN SSTD 12-99 AND ASTM E-1996.PQF FL11968 R4 Eouiv EASTERN METAL SUPPLY2c INC DRAWING 17-094 LETTER EQUIVALENT BETWEEN SSTD 12-99 AND ASTM E-1996.pd Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/20/2017 Date Validated 10/28/2017 Date Pending FBC Approval 10/29/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 11968.1 0.040"Bertha Aluminum Storm Corrugated aluminum storm panels retained or not by tracks Panel(2.25"Deep)-Non-HVHZ- to provide hurricane protection. Drawing Number 17-094 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11968 R4 II EASTERN METAL SUPPLY2c INC. DRAWING Approved for use outside HVHZ:Yes 17-094 0.040 BERTHA ALUMINUM STORM PANEL.pdf Impact Resistant:Yes Verified By: American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party: Yes Other: Large Missile. Max.span is 12'-0"for+25, -25 p.s.f. Evaluation Reports and 4'-0"for+125,-130 p.s.f.for sections 1,3,4,6,7,8, FLi1968 R4 AE EASTERN METAL SUPPLY2c BA,9 and 11. See sheet 10 of installation drawing for other INC. DRAWING 17-094 PRODUCT EVALUATION REPORT.Dd spans and pressures.Valid only for wind zones 1,2&3 as Created by Independent Third Party:Yes defined by ASTM E-1996. 11968.2 0.050"Bertha Aluminum Storm Corrugated aluminum storm panels retained or not by tracks Panel(2.25"Deep)-Non-HVHZ- to provide hurricane protection. Drawing Number 17-096 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11968 R4 Il EASTERN METAL SUPPLY INC. DRAWING Approved for use outside HVHZ:Yes 17-096 0.050 BERTHA ALUMINUM STORN PANEL.PDF Impact Resistant:Yes Verified By: American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other: Large Missile. Max.span is 12'-11"for+30,-30 Evaluation Reports p.s.f.and 8'-2"for+75,-80 p.s.f.for mountings without"h" FLI.1968 R4 AE EASTERN METAL SUPPLY.INC. DRAWING header. See sheet 5 of installation drawing for other spans 17-096 PRODUCT OF EVALUATION REPORT.PDF and pressures.Valid only for wind zones 1,2&3 as defined Created by Independent Third Party: Yes by ASTM E-1996. 11968.3 24 Gage Galvanized Bertha Steel corrugated galvanized steel storm panels retained or not by Storm Panel(2.25"Deep)-Non- tracks to provide hurricane protection. HVHZ-Drawing Number 17-095 Limits of Use Installation Instructions Approved for use in HVHZ: No FL11968 R4 II EASTERN METAL SUPPLY. INC. DRAWING Approved for use outside HVHZ:Yes 17-095 24 GAGE GALVANIZE BERTHA STEEL STORM Impact Resistant:Yes PAN EL.PDF Design Pressure:N/A Verified By: American Test Lab of South Florida Inc. Other: Large Missile.Max.span is 9'-8"for+30,-40 p.s.f. Created by Independent Third Party:Yes and 7'-2"for+70, -80 p.s.f.for panels mounted without"H" Evaluation Reports header.See sheet 4 of installation drawing for other spans FL11968 R4 AE EASTERN METAL SUPPLY,INC. DRAWING and pressures.Valid only for wind zones 1,2&3 as defined 17-095 PRODUCT EVALUATION REPORT.PDF by ASTM E-19 Created by Independent Third Party:Yes 11968.4 Clear Bertha Storm Panels(2 1/4") corrugated polycarbonate storm pane s re b Drawing Number 17-098 tracks to provide hurricane protection. L imits of Use Installation Instructions Approved for use in HVHZ:No FL11968 R4 II EASTERN METAL SUPPLY,INC. DRAWING Approved for use outside HVHZ:Yes 17-098 CLEAR BERTHA STORM PANEL 2.25.PDF Impact Resistant:Yes Verified By: American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party: Yes Other: Large Missile. Max/span is 10'-0"for+28,-28 p.s.f. Evaluation Reports A.S.D.and 4'-0"for+105, -110 p.s.f.A.S.D desgin load.See FL11968 R4 AE EASTERN METAL SUPPLY,INC. DRAWING sheet 3 of installation drawings for other spans and pressures.Valid only for wi s 1,2&3 as defined by 17-098 PRODUCT OF EVALUATION REPORT POF ASTM E 1996. Created by Independent Third Party: Yes i�;� Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your a-maif address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product yyApproval Accepts: ®u� C '�® It- Credit Card Safe t E:FNFRW AWFS I STORM PANEL SHOWN ON THIS PRODUCT£VALLIA7/OIY DOCUMENT(P,E.O.)HAS BEEN VERIFIED FOR COMPLANC£IN ACC0RA4NCE WITH THE 1017 (611, FDIVON) OF THE FLORIDA BUILDING CODE, (B) TO EXISTING CONCRETE BLOCK WALL.ASTM C-90 THIS STORM PANEL SYSTEM SHALL h= BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (MMM-DALE/BROWARD COUNTY). -114'e TAPCON ANCHORS MANUFACTURED BY I.T.W. BUILDEX. -114'I X 718" CALK-IN ANCHORS OR ELCO MAL£& FEMALE 'IANELM47£'MANUFACTURED BY POWER FASTENERS, INC. DESIGN WIND LOADS SHALL Of DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE AND ELCO CONSTRUCTION PRODUCTS, RESPECTIVELY FOR A WIND SPEED AS REOUIRED BY THE JURISDICTION WHERE rHESf SHUTTERS WILL BE INSTALLED AND -114'e X 5/4'ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY All POINTS SCREW, BOLT s SPECIALTY COMPANY, FOR A DIRECTIONALITY FACTOR Ka�O.B5. USING ASCE 7-10 FOR INSTALLATIONS UNDER 2017 FBC AND SHALL NOT EXCEED THE MAXIMUM(ASD.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 4 & 5. NOTES., IN OROER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 0.1) MIMMUM EMBEDMENT OF TAPCON ANCHORS AND ELCO PANELAMTE'S INTO THE CONCRETE BLOCK UNIT SHALL BE SHALL BE FIRST RrovaD TO A.S.D DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO 1 1/4' TO COMPARE THESE W/MAX (A,S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 4 & 5 0.2) 7/8CALK-IN ANCHORS AND 314 SOLID SET ANCHORS SHALL Bf £NTERI[Y EMBEDDED INTO THE CONCRETE BLOCK STORM PANEL'S AOEOUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED/N ACCORDANCE WITH SECTION 1609 12 OF UNIT NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. THE ABOVE MENTIONED CODE AS PER ATL REPORT /0130,01-01 AND 10703,01-07, PER IMPACT TESTING EQUIVALENT 70 114'0-20 SCREWS USED SHALL BE 1 111"LONG MINIMUM SHOULD STUCCO EXIST, ASTM E-1996 STANDARD&ASTM E J50-02 STANDARD, LIMITED TO INSTALLATIONS WITHIN WIND ZONES 1. 1& 3 AS DEFINED AND I'MINIMUM FOR WALLS WITH NO STUCCO. BY ASTM£-1996 STANDARD. 9,J) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THF MAIN STRUCTURE 2, CLEAR BERTHA STORM PANEL SHALL B£EXTRUDED USING ANY OF THE FOLLOWING POLYCARBONATE SOURCES WITH THEIR BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES IN B 1) & 6,2)ABOVE CORRESPONDING MODEL NUMBER- _ (C)ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS Of THE ANCHORS GENERAL ELECTRIC PLASTICS L£XAN IOJ MANUFACTURER. DOWN CHEMICAL CALIBRE 501 V-6 7 PANEL MAY ALSO Of INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS I THRU 5, SHEET 3 CAVESTRO, LLC. MAKROLON PODYCARBONATE SHEETS OF 5• B. STORM PANEL SHALL BE REMOVED AFTER THE HURRICANE AND SHALL BE STORED AND PROPERLY MAINTAINED, MINIMUM PROPERTIES FOR ALL Of THE ABOVE POIYCA.RBONATES ARE AS FOLLOWS: 9, IT SHALL 8f THE RESPONSIBILITY OF THE CONTRACTOR l0 VERIFY THE SOUNDNESS Of THE STRUCTURE WHERE SHt/17£R!S 70 TYPICAL PROPERTIES APPLICABLE STANDARD REFERENCE RESULT BE ATTACHED TO INSURE PROPER ANCHORAGE. PHYSICAL 1O. SHUTTER MANUFACIUR£R'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL SHUTTER IN SPECIFIC GRAVITY ASTM 0792 1.20 G/CC ACCORDANCE WITH SECTION 1709,9.3 OF FLORIDA BUILDING CODE, ONE LABEL .SHN.I BE PLACED FOR EVERY OPENING, M CHAMlr_Al LABELING TO COMPLY WITH S£C77ON 1709.9,2 OF THE FLORIDA BUILDING CODE. TENSILE YIELD STRENGTH ASTM D6J8 8,700 p.s,l. 11, THE INSTALLATION CONTRACTOR/S TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN 1N CONTINUOUS CONTACT FLEXURAL STRENGTH AT YIELD ASTM D790 12,500 p.s,l, WITH THE BUILDING TO PREVENT WINO/RAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH, FLEXURAL MODULUS ASTM D790 340,000 P.s.l, 72. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING IM- AACk RECULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT 1S APPLIED TO. NOTCHED IZOD ASTM D256 18 FT-Ib/in IJ, (A) THIS P.F.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC ERL.BURNING ChARACTAE&SFICS, PROJECT, IE WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. SMOKE DENSITY ASTM D284J 75 (MAX) (8) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFELY OF THIS RALE OF BURNING ASTM D635 C-1 CUSS (MAX) PRODUCT, BASED ON THIS P.E,D, PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS SELF IGNITION ASTM D1919 650 'F DOCUMENT: CONSTRUCTION SAFETY AT SITE 15 THE CONTRACTOR'S RESPONSIBILITY. (C) THIS P.E.D- WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-T6 ALLOY& TEMPER. (D) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH Wlll BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE Of ME 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 A19 SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENG/NfiR, SHALL SUBMIT TO THIS 50018 W/50 KSI YIELD STRENGTH AND 90 KSI TENS/LE STRENGTH& SHALL COMPLY W/FLORIDA BUILD/NC CODE LATTER THE'SITE SPECIFIC DRAWINGS FOR REVIEW. SECTION 2411.3.3.4. (£) THIS P.E.O. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF IHf PROFESSIONAL ENGINEER OF RECORD 5. BOLTS TO BE ASTM A 307, GALVANIZED OR AIS/ J04 SERIES STAINLESS ST£f,L, WITH 36 KSI MIN. YIELD STRENGTH THAT PREPARED IT, 6. ANCHORS TO WALL SHALL Of AS FOLLOWS SEE SHEET 1 Of 5 FOR APPLICATIONS. (A) TO EXISTING POURED CONCRETE. MIN F-C - 3 KSl -114'0 TAPCON ANCHORS MANUFACTURED BY I.T,W. BUILDEX THLS DRAWING SHALL ONLY BE USED TO � AN4'£LCO CONSTRUCTION18'CALK-IN RP HORS OR ODUCRE PEDLCO MADLY& FEMALE "PANELMATE"MANUFACTURED BY POWERS FASTENERS, INC II/Lr IGHHHHr�r4�T�t"". OBTAIN PERMITS /N TH£ STATE OF FLORIDA -114'e X 3/4'ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT& SPECIALTY COMPANY. AtA1 �..... � ? .A3P GENS '� � NOTES., J r FLORIDA BUILDING CODE ( Non HL h Velocity Hurricane Zone) A.1)MINIMUM EMBEDMENT INTO POURED CONCRETE Of TAPCON ANCHORS /S 1 314"AND FOR ELCO PANELMAFES 15 1 J14' W.44 .nt4CO3 Inc CLEAR BERTHA S M ANL aweN ey. A.1) 7/8"CALK-IN ANCHORS AND 3/4"SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE (?.?3"DEEP) L.C. NO EMBEDMENT INTO STUCCO SHALL Of PERMITTED. i �-- G7/se/n 114'0-20 SCREWS USED SHALL Or 1 111'LONG MINIMUM SHOULD STUCCO EXIST, AND !_MINIMUM FOR WALLS p n/,. r EASTERN METAL SUPPLY, INC &A If WITH NO STUCCO. / �'7LORj GCC INC. A.J) IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WAt/ OR FLOOR, F UAA IW57 R(?", D*M SS SFING t EN GINECRING COMPANY w 5'PALM OCACN,FI JJ-1 17-098 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL Of AS (DNA nr H �«>�. INDICATED ON NOTES A,1) &A2)ABOVE. PiPriH HO LIw/Ar-ruo. rz4rn-w ORAM)KO Ko E6-G0067r0 rw WµTER A 11LLR A.P.E. - rI/Nr � SHCCT , C! y FLOAR3A Lx. 44 t67 „.._ 15.110• .. 4__444_ --, 0.110• RN1afn[rvr.,wns lsrr sumuu) 11.000• I•---agog, -� � sao•----..eoo• ,4000• --, 1.000• moo�. a*'umf tw $00 raytucs 1 �..arao•4 ,0.f nXVVACr , =-1.rte'--�- ae7s'- ---._a r1s•—.. —?.115.4--1--J,L79•� G, CLEAR PANEL C4 HALF CLEAR PANEL 17.110• _ _-- 1+.000• _ Tr,500• _-4.500 --f.500'- 4.500• 1.500• 4,500• 1,500• 4.s0o•— —1.500• - �1 Conga V AW),M(ar AWMU) ” STORM PANEL TYPICAL ELEVATION " IW't ,0.f MLOVA u F7.9,- aa�a•_ _- 2.125- --------a.e�s• z,as•-------s.e�s• 0125•.-� .., i 7 /7= rel IB DOUBLE WIDE CLEAR PANEL SECTlgq A-A .far_ error 171 PC . 7 :; 0 k a � 41 LL � 1.* -« _-ao� 2 3" ANGLE BUILD OUT 3 }f$" B.0 4 "F" TRACK ANGLE 4� - -`A" BRACKET F" TRACK 5 REVERSED "F" ANGLE 6 �y���� �l�(L 1.75 X0.632" DuAIL- I: r,w w a u + TRACK ANGLE WITH STUD ^"°'"`"" .. .� , ��P "`� fPONEN TS 318. FLORIDA BUILDING CODE Non NI h Velocliby, Ma can* Zone 1 _ a No.441 mn510 PANEL It . Miller mCL A 1.13•DEEP LCL !w 1 r anawu `4 J rr -- 07/"/p s OR ?�' L E C O�Nc. EASTERN MEYAL SUPPLY, INC a""R 7 2 XS"MAXJX1/8" 8 KEY HOLE AT PANEL 9 KEY HOLE WASHER w a"O"as°""; ANGLE WITH STUD •- - S rr can"o•c"orta►f+o cowru,r .nr awl wscH,n»o, 17-098 SIONAt ;,� p ,"�,4,444 eo ,1,1,.. i..rrrr„ -r+sln. ae n.:�' �l � as M»,a Mo WkIVre I. nolo w Ater it N/7 B cont EL��B ,,�/ CXK-NS DR CO rrxTwm APCONS, hvR I MIr I N M/LLN O[x�Nt p1R ,iN/BuWOC LLK-INS .. P�ulm"a T; w/1 .%- PCAW- F 1GMC r-"IAT O CALK OR PpWER3 ASJENNG CNK-INS IY O C 1TA000wD SOCWMLK BOLT ORI w/ �� GWr-NSDR[tC0 POWERS Fi1$7£NwG CALX-WS.. OR&CO rrXMVW PAN£LAMTF r0 ANCNCRS W/1/.%-20MAI BOL • TEXTRON PANCUMr£ - L 0. (SEE SCHEDULE POR SPArNr,) vs, (SCE SCNCDULE FOR SPACN7), (SEF SCNEDUIE FOR (s[£SCNCDLA.E FOR SPACNGJ La SPACIMD) , CPOLAW BB' AREDIRRD A%m POURED L 0. CALOR Ll a C0NCRr Tf L A avow AMIN IF/W 20 POLIIED I/%I-t0 r J//• J�/ JAW IIMC AVf1 l g S S M. ,•rrT•BB. TD Coss 1•MPANCL L£NC7N GLASS _Mr. jpN11pN91AW (SCC SC+,CDVICj uwmr= �__.. 1•AftPANG"NM 014-0-2W x I' �ro I (st£ScNmm) 1'IB•1 . KE LO.Y.'fl. t//•x.1/.V• I ,�^� MIIr A4E ' (3¢scNEDr,rr) wa PCOWs •!r 0-cPo I coR"rTT°E I 7 �® CONCRETED two,SrUO 7 coNcRrm / OR ccwcRnE L a rp%20.J/e' c \ RL OC�WRAEaJ L a / I MIS w/7/8-, 7 .�/Jr NKV NIT L a / 12'o.c. NTER7MTC-7 BLOCA!IWI{O J/ LI CNK-INS OR ELCO XX"X / IrM'POWP-, rAPCONS. r '�• r . • PANELMArf I'B W/ I e% POWCRS fASTCNNC • 7 CAW-" SCEW41K BOLT OR I W/UI C.�LN-MS(M E{4'0... I. PD(XPED Coot. W/1/.%-10TRUSSNFAO BOLT• rCxTROPI PANFL MATF COM1CRE7E- (SEf SCNEWcf FOR ) (.SEC SCNEOVLE FOR SPACING). / (SroR SSP ) Conf �,, TARCOWS OR �OVMCD�TM� _WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION (D. M.) (m 50ty E MR 'SECTION 1 SECTION 2 BUILD OUT INSTALLATION CEILING & FLO RMOALLA SECTION 3 SECTION 4 ,rw/Ba„Locr rwcoNs 00? _ £.o. .---�, POWERS/AWNING CALK-NS —� glIBK0.CAYCYIErf (f£C fCNEpA£fpR SPACxMC) _. y �1• CML B IPP,//fPFi�A�� r II, 11410 20, 1'B .w s w/ T/B•.J/J2-WWa Nur• ip•o.c. 1;r .S/QE MINK BOErs ARE J/.%,!!2-rrICK .�,E \\'11`�. `GENS• ✓�'- AWAVMCAD MAL'N/A(SCRCW w/ FOR LOMBNNNON OF SELTLONS \ y (D S(RNdI Flo TO N.. AS PER MOMS A2 I B.2(SN[ET 1) - ------ `� .M�Y! I• CLASS AMa LIW N WALL,/fLOOR/CEWNG MOUNTING SECTIONS CAN BE (SEE SCNEDULC) �M!�FAO Bn1> A�l/rb��B•rhfOW COMBMED N ANY WAY TO SUIT ANY INSTALLArTQM, AS PER NOW A2 f a2(�1) N I S.S. M.S. W/ / \ / BWec/NIr B ORI.. '�.��P,••\ I 12'o.c. 7 ,� E.D. - fOCE067AWE ' 1''r� (SEE sCNEDLNE ON WET I OF!) N�iIIINEIf1I AL rENW?r LEG LOG1 RDURED LDNCRLIL-' ;-;� ;�,: INSTALLATION DETAILS FLORIDA BUILDING CODE ( Non N, h Velocity Hurricane :One) REG Rf0 z201?MMM AV. L HA STO M PANEL D�wAN RY rrW/BUnDEF IAPCONS CSR ?.?3•DEEP LC. POWERS fASTENNG CNK-NS L A - (-,rE SCNEDVtf'OR SPACING). E.C 07/76/17 CEILING & FLOOR MOUNTING INSTALLATION I C O rN�. EASTERN METAL SUPPLY, INC D,R 066 PM0405 MW 334 SECTION 5 TILL,T TESTINo t[NCIN[[RINO DOYPANY WCST PALM (ALN R lJIOI T I-O99 •p}Y• R,R,NA MF,u e•Wn.n P)rH M. (lelM7r-rfD IJWRTr-r!!r �.,• ORAWIND Na (H-OIXM710 IBILIFR A T1{LIT,N• PC BNECT ! M S NIB M i MAXIMUM A.S.D.A S.D DESIGN PRESSURE RATING (mss.f ) WITH CORRESPONDING MAXIMUM PANEL LENGTH "L" (Ft.) AND PoURCD CONME7 � CORRESPONDING ANCHOR SPACING "S" (in.) SCHEDULE a M CD+AOREIE BLOCK q FOR INSTALLATIONS IN CONCRETE, CONCRETE BLOCK AND "AU RED"ARED MSS 4 At oKOMO WOOD FRAME STRUCTURES • r• cc+.rAnE ANCHORS 09 QR©a►O MUNAAW AfO. rN A(R• RM(1 LZAVAHCry PS SY�Gwc; 'S'':n i•. I - l(TL)' ,ELI?).r J.1. , O !I.6.c. POWED CON'RCiE MP S `OW,A f(CrlDa•(pnnr.✓i °Cf.w�RO�rO✓1 I�SLtirKN �� �® OAmokuR RFOWRED. +10.01 -?0.0 10'-0' 17' F2- WAM +Jo$ -mo e'-Ir 7' - r7• 1r CASE A (Plan 40._,+,:� Aim +.uo, -4ao 8'-4. 7- 11. 17. L Y I'"4',,.071' ON an0a�a rc iwcar /.•R ea?CVACJtM °-' ''iXJ+ rALLOY +40.0, -40.0 7'-11• 7' 1?1 12• ONLE. 024'0.C. Coft MAR.A%W, +.ao. -50.0 r-o r r WL CONCRVE ANCAO.r r 01 CASE~ 6f gW —_ _ •17•a.G. ��AOL +90.0. -Ido 7'-2' 7- r?• 17' +99.0. -Qao I'-f0' 7` 12' 17' rarw' -Ai?fMM1l L£fi LDCAWN POURED CONCRETE OR CONCRETE OLDC'K ` +80.0, -Ido 8'-7' 7' 1?• 12' 2"r .r 111.TO-- WALL REOURED 7't 5's.055'Cont. Mm. +Id O, -7a0 A/Mr.AN f OR 'I 5F• I'-�' 7' I?• r?' DCO'3105-MI54 SWE7 ,(REG D; METAL AANn.KM PLATE. +70.0. -75.0 6'-10' 7" 12• 12' X= 80�[N57ANC[ ♦750, -80.0 5'-0' 7• I?' 1?' +80.0, -edo 3•-2' 7• 12' 12' CA SE C .85.0. -fo.0 41-11' 7- 12' 12' +80.0. -10.0 41-d' 1' 12' 12' 7•.J•ALLOY'3105 H-14 09 N �® aD03_ra ALLOY Cant. a 4,—.C ANL3£ WICASE E `Plan, WITH ANCHORS O 17'0.C. +85.0. -100.0 4'-e' T 11' 12' r• WALE:r/4'. 1' z//I•oAo 1 .100.0, -1@1.0 I'-?• Y I?' 12' O- +,oe.o, -110.D .-0' '' 12• 7 PowocvvCWTf END CLOSURES DETAILS es CONCRETE BLOCK •Min. PANEL LENGTH IS J•-0' �J®dWGAE.LiGLdM 11'W NEOLWFD -ALE: 114' >< 1' II AIRXAMW ANCHOR 9H3ACRO5 ARE VALID FOR , 5 ' / 5 1/?'[OCE DIVAN", FMC D. LESS MAN ANCMW VM SRACSRn»NA`o xraaL£BY rco CASED rArcoH/ r'�rGAA..77 THE MUOWMC CAL FACTORS. (NOTE ul pAAClM1[S SO• ,A '� E D. FOR CALK-/N ANCHORS IS 7 1/77 1 P ✓ PM FWS OpVtVADN r0 DE POSIOLE,REDUCED �`3► JGEN$F'•.,9 r} sPACR0 oIrANEo"srAs/oN su/uNo Nc -N t.e• K LESS rhAN ANVA-UV SPACING rN&CATEC FOR 170RIDA BUILDING CODE Non NJ h YNocJ Hurrioan* Ione EACH ANCHOR rA9C AT ANCHORS LEGEND { .4418? ,>a17 xTco•we L R BE HATOW PANELLmont By, FACTOR * 2.13 DEEP) L.C. 'cam C D. rAPcoN/ STATE Of oT,7ai17 CAtY-'Il vANELALA1Es `� O,cF;•..!20RlOP•: Ad ''L l E c Q t. EASTERN METAL SUPPLY, INC wrE .xR RE57 ROAOs Ph1f s`SIONAL�N 111 T[SirNO t£NDIMEERIND GDYFANY RESr PALM BEACH,n 33407 17-098 2 III 71 1-G ..1. JJSI R MJM.1•RJ.AI (blJl)r-N}J. 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