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HomeMy WebLinkAboutProduct Approval - Panels BusinessProfessional _ SCIS Home Log In User Reg-stration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff SCIS Site Map links Search b Poduct Approval d ' kv USER:Public User Product Anafmai Menu>Product or Amlication Search>AtiolicataftJ,Ist>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 [rodriguez@easternmeta1.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. Validabon Checklist-Hardcopy Received Certificate of Independence EI 11968 R4 COI EASTERN METAL SUPPLY INC. DRAWING 17-098 CERTIFICATION OF INDEPENDENCE.PDF FI 11968 R4 COI EASTERN METAL SUPPLY INC DRAWING 17- 0_95 CERTICATION OF INDEPENDENCE.PDF Fl 51968 R4 COI EASTERN METAL SUPPLY INC DRAWING 17-096 CERTIFICATION OF INDEPENDENCE,PDF FI 11968 R4 COI EASTERN METAL SUPPLY2c INC DRAWING 17- 044 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 F111968 R4 Eauly EASTERN METAL SUPPLY INC. DRAWING 17- 09S 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.PDF FL11968 R4 Eauiv EASTERN METAL SUPPLY INC DRAWING 17- 096 LETTER EQUIVALENCE BETWEEN SSTD 12-99 AND ASTM E-1996.PDF FL11968 R4 Equiv EASTERN METAL SUPPLY2c INC. DRAWING 17-094 LETTER EQUIVALENT BETWEEN SSTD 12-99 AND ASTM E-1996.Ddf 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.Ddf 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 8A,9 and 11. See sheet 10 of installation drawing for other INC DRAWING 17-094 PRODUCT EVALUATION REPORT.Ddf 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 F3 11968 R4 11 EASTERN METAL SUPPLY, INC. DRAWING Approved for use outside HVHZ:Yes 17-096 0,050 BERTHA ALUMINUM STORN PANS- 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" FL11968 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 I1 EASTE N METAL SUPPLY.INC. DRAWING Approved for use outside HVHZ:Yes 17-095 24 GAGE GALVANIZE BERTHA STEEL STORM Impact Resistant:Yes PANEL.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" i Evaluation Reports header.See sheet 4 of installation drawing for other spans F 96 R4 AE EASTERN METAL SUPPLY INC DRAWING and pressures.Valld only for wind zones 1,2&3 as defined 17-095 PRODUCT EVALUATION REPORT.PDF by ASTM E-1996. Created by Independent Third Party:Yes 11968.4 Clear Bertha Storm Panels(2 1/4") corrugated polycarbonate storm panels retained or not by Drawing Number 17-098 tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ:No FI 11968 R4 11 EASTERN METAL SUPPLY. INC. DRAWING Approved for use outside HVHZ:Yes 17-098 CLEAR BERTHA S-ORM 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.O.and 4'-0"for+105,-110 p.s.f.A.S.D desgin load.See FL 11968 R4 AF FASTERN METAL SUPPLY, INC DRAWING sheet 3 of Installation drawings for other spans and pressures.Valid only for wind zones 1,2&3 as defined by 117-098 PRODUCT OF EVALUATION REPORT PDF ASTM E-1996. Created by Independent Third Party: Yes JI 8ar4 -7 Contact Us 2601 8a+r Stone Rudd.TOIWII,.Ct F 2399 phone 850-487-1,324 The State of Flonda K an AA/EEO employer,tobvnoht 2007-2V 13 State of FrOnda Privacy Statement Acresshility Statement::0.efund Statement Under Florida law,email addresses are public records.If you do not want your a-road address released in response to a public-records request,do not send electronic mad 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),Fhorida Statutes,effective October 1.2012,licensees licensed under Chapter 455,F.S.must provide the Department with an emx address if they have one.Tho emads 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 putAK.To determine if you are a licensee under Crapter 475,F.S.,please ch-tee. Product Approval Accepts: Od im K- , Credit Card Sate GENERAL NOTES: NOTES 1. STORM PANEL SHOWN ON THIS PRODUCT EVAI/ATION DOCUMENT(PED.) HAS BEEN VERIFIED FOR COMPLIANCE!N ACCORDANCE B 1) MfNAMJM EMBEDMENT OF IAHCON, ELCO PANELMATE AND CF TAP-GRIP ANCHORS INTO CONCRETE BLOCK WWII/ THE 2017(6th EDITION) OF THE FLORIDA BUILDING CODE. THIS STORM PANEL SHALL AZ BE INSTALLED AT HIGH VELOCITY UNIT SHALL BE 1 1/4; I J/8'FOR UMAC NAILIN ANCH09S AND 1 1/8'FOR RED HEAD DYNABDLT SLEEVE ANCHORS HURRICANE ZONES (MIAMI-DAVE/BROIOARD COUNTIES). DESIGN WIND LOADS SHALL BE DETERARNEO AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE. 9.2) 7/8'CALK-IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK UNIT NO EMBEDMENT INTO STUCCO FOR A WIND SPEED AS REWIRED BY THE JURISDICTION WHERE'THESE SHUTTERS WILL BE INSTALLED AND SHAtL BE PERMITTED, 1/4 0-20 SCREWS USED SHALL BE I 1/2'LONG MINIMUM SHOULD STUCCO EXIST, AND 1' FOR A DNRECT10NALITY FACTOR Kd-O.85 USING ASCE 7-10 FOR INSTALLATIONS UNDER 2017 F8C AND SHALL MINAFUM FOR WALLS WrnN NO STUCCO. NOT EXCEED THE MAXIMUM(A.5.D.)DESIGN PRESSURE RATfNG5 INDICATED ON SHEE75 5 THRU 9, IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-PC B.J)MINIMUM EMBEDMENT OF 1SHAL x E PE ALL PANTS -0-2 SANCHORS SHALL BE ED INTO THE CONCRETE BLOCK NO SHALL BE FIRST REDUCED FO ASO DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'r-10 S.S.5. MACMNf SCREW USED SHALL BE I 1/7'LONG TO COMPARE THESE W/MAX. (A 5.0)DESIGN PRESSURE RAnNG$I.VOM.ATED ON SHEETS 5 TNRU 9 MINIUM SHOULD STUCCO EXIST. AND 1'MINIMUM FOR WAILS WITH NO STUCCO. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS PED AS TESTED WERE NOT OVER STRE5SED, A 3.3%INCREASE 84) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL. ANCHORS SHALL BE IN ALLOWABLE STRESS FOP WIND LOADS WAS f.62L USED IN THEIR ANALYSIS- A DURATION FACTOR CD=1.60 WAS USED FOR LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL BE AS INDICATED ON NOTES M VERIFICATION OF FASTENERS IN WOOD, B 1)AND B.?)ABOVE. STORM PANELS ADEQUACY FOP IMPACT AND FATIGUE RESISTANCE NAS BEEN VERIFIED IN ACCORDANCE WITH SECTION P609 12 OF (C)ANCHORS SHALL BE INSTALLED FOLLOWING ALL Of THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S THE ABOVE MENTIONED CODE AS PER ATL REPORTS/0121.01-98R, /OJ29.01-00, f 0525,01-00 AND 105t2,07-OJ AND MANUFACTURER. /0617.0?-04, AS PER IMPACT TESTING EW1VN_ENI TO ASTM E-1996 STANDARD Ar ASTM E 330-02 STANDARD, LIAI17£D TO INSTALLATIONS WITHIN WIND ZONES 1. 2&3 AS OEFINED BY ASTM E-1996 STANDARD:AND/0221.01-01 PER TAS 101, 202&203. 7 PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS I TNRU 6(SHEET J& 4 OF 2 ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 5052-H32 OR J004-H34 ALLOY. 9)EXCEPT THAT HEADERS J. 4&5 SHALL NOT BE USED J. ALL ALUMINUM EXTRUSIONSLL BE ALUMINUM ASS ATION 6063-76 ALLOY& TEMPER UNLESS 07HER1♦ISE NOTED 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ME SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE STORM PANEL COMPONENTS T STUDDED PLATE AND Q,4 SNAP CAP ARE PATENT PENDWG. ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME BUILDNGS 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 376 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 9 THE INSTALLATION CONTRACTOR 15 TO SEAL,/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE 50078 w/50 kn YIEtO STRENGTH AND 90 k.I TENSILE STRENGTH&SHALL COMPLY W/FLORIDA BUILDING CODE SECTION BUILDING TO PREVENT WINO/RAM INTRUSION. CAULK AND SEAL SHUTTER TRACKS AL: AROUND FULL LENGTH. 2471.314, 1.314, 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AIS/504 SERIES SEAMLESS STEEL. WITH 35 ksi MINIMUM YIELD SIRENGTH 10. (P) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEWATE FROM THE P.EO 6, ANCHORS TO WALL SHALL BE AS FOLLOWS. (UNLESS OTHERWISE NOTEO) (A)CONTRACTOR TO BE RESPONSIBLE FOR i}MC SELECTION, PURCHASE AND/N$TALIATON INCLUDING LIFE SAFETY OF THIS PRODUCT; (A) TO EXlSRNG POURED GOALIE! BASED ON THIS P.E.D. PROVIDED HE/SME DOES NOT DEV4VE FROM THE CONDITIONS M7NLED ON THIS DOCUNT ME . CONSTRUCTION SAFELY AT SITE IS THE CONIRACTOR'S RESPONSIBILITY - T/4'• TAPCON ANCHORS AS MANUFACTURED BY IT W. BUILOEX - 1/4'0 Cr TAP-GRIP ANCHORS(BERTHA SND-CON), AS MANUFACTURED BY TRU-FAST CORPORATION. (cJ THIS PFO. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS- - 1/4'0 2AAAC NAILIN ANCHORS AS MANUFACTURED BY POWER FASTENERS, INC. - 1/4'0 x 7/8'CALK-IN ANCHORS OR ELCO more& fem 4 TPANELAATE'AS MANUFACTUREO (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A RORfOA REC15TERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE BY POWER FASTENERS, INC. AND ELCO CONSTRUC'TO,N PROOOCTS. RESPECTIVELY ENGINEER OF RECORC (E.O.M.) FOR THE PRDU£CI AND DUNG WILL BE RESPONSIBLE FOR THE PROPER USE OF THE PE.D. I/4'I x 3/{'ALL POINTS SOt1D-SET ANCHORS AS DI$TRIBUTfO BY ALL POINTS SCREW, BCkT&SPECML TY COMPANT. ENGINEER Ol RECORD. ACHNG AS A OELEGATEO ENGINEER QTHE P.E.D. ENGINEER. SHALL SUBMIT TO THIS UTTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. NOTES: (e) THIS P.E.D. STALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD ThAT A.1)MWWUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS IS 1 J/4'- FOR ZAMAC NAILIN ANCHORS 15 1 J/8'; PREPARED IT FOR ELCO PANELAIATE ANCHORS IS I J/4'AND FOR CF TAP-GRIP ANCHORS ;5 1 1/4' 11. SHLTTER MANUFACTURER'S LIBEL SHALL BE LOCATED ON A READILY VTSIBLF LOCATION AT STORM PANEL IN ACCORDANCE WITH A,2) 7/8'CALK-W ANCHORS SHALL EAE ENTIRELY EMBEDDED INTO THE FOURED CONCRETE. HJ EMBEDMENT INTO STUCCO SECTION 1709.9.?OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE RACED FOR EVERY OPENA:G. SHALL BE PERMITTED. 1/4.0-20 SCREWS USED SHALL BE 1 1/2'LOAM'MWWUM SHOULD STUCCO EXfST, AND r LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUDDING CODE MINIMUM FOR WALLS WITH NO STUCCO. AJ)MINIMUM EMBEDMENT OF 11410 Y 3/4'ALL POINTS SOLID-SEI ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE NO EMBEDMENT WTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S. MACHIN£SCREW USED SHALL BE 1 1/7 LONG MINIMUM SHOULD STUCCO EXIST, AND I'MINIMUM FOR WALLS WITH NO STUCCO A.4)IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR, AACHORD ON L B7EE5L�E UGH REACH THE"AW STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE ti W7071A/P A.ATI(( � THIS DRAWING SHALL ONLY BE USED TO \AA ��•••"' /l✓,9� OBTAIN PERMITS IN THE STATE OF FLORID (Bi TO fX157ING CONCRETE BLOCK WALL: JCENSF'••.,•. 1/4'0 TAPCON ANCHORS AS MANUFACTURED BY LTW BLNLDEX \\ 1/4'0 CF TAP-GRIP ANCHORS(BERTHA STUD-CON). AS MANUFACTURED BY TRU-FAST CORPORATION ; �L^ 41 1/4'0 2AMAC WIIN ANCHORS AS MANUFACTURED BY POWER FASTENERS. INC. IVT 1C7 '/1U ` 1/4'•x 7/8'CALK-IN ANCHORS OR ELCO male& Iemofr PANELAATE'AS MANUFACTURED BY POWER FASTENERS, INC. AND ELCO CONSTRUCTION PRODUCTS. RESPECTNELY - I/{'0 x 3/4•ALL POWIS SOLID-SET ANCHORS AS DI'STRLBUTCD BY ALL POINTS SCREW, 901!&SPECIALTY COMPANY �`tN\♦♦\\ FLORIDA 8U11D1NG CODE Mon High Velocity Nunicona Zona - 1/4'0 RED HEAD DYNABOLT SLEEVE ANCHORS AS MANUFACIUREO BY LTW 8UILDEX. .O • � ' ••,_••.•, %�d r7on T$TFLO.Ac 0.050 BERTHA ALUMINUM STORM PANEL C. `s 10NAL tiN Al,/7 (2.25"DEEP) WANT RY EASTERN METAL SUPPLY, INC DA T LE C-0,,-. .7[d.EST INNS DINE TMLLI TtSnr t ENOINt"INO COMIAIY A1TT PALM SEACK R '17407 17-096 n. m..�.,.;Laos A, L,M r•.rcxvt:(ss r)aD0-6M1 FAY (661)6NI-rTrs `'�'ib:faoAM>:-rsw rd /XYMIr-.v' Lvuwwlc INo NR-PX16719 wAL/FR A.c.1 4 67 aP ra1 AIANI SN[Lf 1 OT r• FL L". 14167 GTI I K80-(IDIAL rMAV / r.e1S•(relit welN) '4 e 2 •Mv. z$W I 1 R.zJo• —/z000'OFECRW woke)— -•-e.aoo'(ounrpw owl")—.I asw' n h T2s" 1.300• I.SaO' ,.800• 1.100• 1.100• 1.5• 1.500' 1.500" r R.rri' APSO• a.vwrr[(6n1 �E AS AnT/GYY[nw.1 TPJ' X73• Y� 33' Y R _I I 071" Trite R. j .075'3, h - R 1fYJ' S.es r' Y.175' 1-2123' __ � 1t .075' 'N N Y.510' z r• O FULL ALUMMIUM PANEL MFVYED EDf'FS (A HALF ALUMINUM PANEL W1 HEMMED ipr• sort In•-r• 13 rrs•(1001L 01XV Arrs'(mm wvw) Q 'h' HEADER Q 3' MCN. w amp OUT i12.0e0•(VT9V7 6 wen,) I t—two•(Vrwme wane)—j err w -r• scut .yr-r• .r!o' R 1.10T��•.500• r.J00• 1500' 1.500• L_W. #.500• 4500" .2w AS..+AIME mT1 rI Y iA'.EWF(6.J f- -17 R . 5 M ee 150• r P50 2177• Sesr' 2rP3" 4-2.rn'-I � � f k REVERSED f'ANGLE © FULL ALUMINUM PANEL W10 HEMMED ED CES (EA)HALF ALUMINUM PANEL W/O HEMMED EDGES .e1 TRACK :.E E*.,• 1 STORM PANEL 07 5/8' B. 0. W. 6 3' ANGLE BUILD OUT f" TRACK 'F' TRACK r 1 a1• BRACKET �-•. .r­ �I „e•_,. W(D _T2s' Nn1AMff— -ir LEG LOG1r 65 LEO LOFAl4v I < � F F- TRACK ANGLE k ---- ---- .els• ` 5000• I� --- ---- ----- N�••ow•oR.aro• .� 1/1'•JO,sOeEs {-.%5' rw.. A S.S.SnV RIKTED ro l 1 Z' x S' (Max) x .113'ANGLE 'W' •SA.AKS l7, 2'x5(MAX�]x1� DETAIL 1: vw r/ax c4v zwc 'o f�o sAorA ON SECTIONS. AK'AEL PIATEn NAC NUT tau yP'., ANGLE WITH STUD �rosr OPTION 1 OPTION 2 l2 KEY HOLE Ar PANEL Fr. 000'—yT' IL _ T� 'V 12'O.C. I/r1• 1 »o - I --1 �.. Ar roP LrAt �^ Y.7av"eJ7• --- avr=- r) -morvm STUDDED AM= SSpIPPP000. KEY HOLE WASHER 11A BOUND HOLE AT PANEL s/ \ ane ' + +r t Irmw,J.w...mor (OPTION TO 12) AT SOMM UAC no11"412001J�STUDDED PLATE����` "CEN$ . ...... �,1� •� J F ••.• s _rs.run. 67 FLORIDA BUILDING CODE Non High VelocityHurricane Ione) ` * rsvr7 7XIECa Rc 0.050 BERTHA ALUMINUM STORM PANEL ec. f (2.25" DEEP) ctetRs e OF OR►D�:' ` EASTERN METAL SUPPLY. INC (�. Aotos DMW �� rr I L E C Om, Est w •••.•.•••'� r wts'r 42M.PAw arircN.rz tlAn, !8�18ir7 x1t LONG WALL PLATE �ONAl E JPr TILUT TESTWG a FNGfNEFR.0 CO PANS 17-096 I"1M,AiirFPINI,rt arI R..I+Y,s s"sa4 1wr«cslra.n Errt1 nnvA[.(se,)YOP-eze5.PAT:(7er)e/r-!n9 twE yr.• . w....r7osjtn-ixr .. r>v9/sTr-ru, orwAAt:Ao Ce-0001719 SPL TEA A r"IT Jr.PSAM.E m rJ-� SAIA OF 11 RORNA Lk. Nr87 —TOP TRICK (SEL COMPONENTS, SHEET !A OF 9) i --CONCRETE ANCHORS (SEE SCHEDULE)-- I Mina 0 0 0 0 0 0 ----------------------- - - 4 Cs It ._�X►---. ------ ---CONCRETE ANCHORS (SEE SCHEDULE)--- �'1 %90�'' FLO �'•'���' I AGn BOTTOM TRACK ''+F`sSJONA�- ��°� STORM PANEL TYPICAL ELEVATION (SEE COMPONENTS, SHEET FA) Ar''••.urN�''' SCALE: 1/8'- 1" 1/4" Max, GAP , 1/4" Max. GAP — TYP FLORIDA BUILDING CODE (Hon High Velocity Hurricane Zone: :1017 MMM,w;. 0.050 BERTHA ALUM1NUM STORM PANEL LC (2.25`DEEP) DA MW B/ o7/w 7 SECTION A—A EASTERN METAL SUPPLY, INC arr. SCALE : l/9"_ rnur r"FWG a tur,rartRP1O C'!r` OUT�'V e6Kee'n.MdO7 17-096 aes r•�,..a,sr.m wv.�9rao¢n mrr AIKVy:(!6x)109-e1R1 rAx-(309)011-1718 nryn-' /..;C.W.n-1 yr f8-OMLITt9 LYA rl-0M IpV-!ER A. /ILLY.Y 67 SMUT 1 or 1. 7LOAIWt Lk- HI67 IAPCD.K.7AIEAC AA ..RED N D IAPGO" Z-C.YA[KL RTD WE -. 1.0co S.Z. N RED W10 Of*Ne]L 1,a TAP-cRs,f.V_K-MI OR . --®Con1. DWSw J L r CRIP,GSU-M OR ` 0-SCILI,d 1AP-G ..CAIK-W CR QCO W4U ITA94f P fl-IE' ENCQK.ALL PON SDL.O-SCT. MLL MILE/m-PAIE. � ELCO -f autr PA•AL11Ar[ narrows amm W.I.AED NGo Qtr .mr. .1c oKs \ _ A+cNuas ._ -OI c-t.. (SR SCN[dLLE/Orr SAI(aNGJ._- \` O wP-M►rl"-N m (SEE SCrw f I Ssvc ) _--� -� - �ConL (�{SCWUAf rM 9WA WJ T-_- L_- 06t//EUNE PNKLMIIE -. .-I �� 447104(S£L SCrdDulf MR 4MC'Nr7)�` _1 R7URED A - _L A7DRED �. --t POURED f--' CONgTEV _L cONCRCIE -I CONCRETE I T r POURED REQUIRED CONCRETE Q REWMRED__ G \- q* «'W��`� a Fi -`� � REQUIRED_- S I • w \ r1'i W .` W 1'MICIICI �. W - f.SINdSeM I'NNlWLW SEANIDGW TO .-� '� _-.SEPAIUWAl To ._-SSPAaEnav r0- . GAISS I•M/MINA1 'uLw _O GLASS SEPAOTM 1D 4 IT. U 11'R-20K 1 . 4' 11' �t ?1'O eee'Y • I It'r C. �+ ri1•N-1D J�1' 7/8•x J/JY'rMWG MIT Oi K 2 801.75 W/7/8 � O 11.O. G ---- -Cl) 4 31,42WSNO NUT O r7 D. c.- E TE O RPOLLED - _ RR OR CONCRETE "r a CONCRETE POURED u POURED - Yi BLOCK OIL - 0R CONCRETE r CONCRC7E -� COMCRE/E REOWRED I _ i. BLOCK WALL �� --.. -OR C(WCRETE 1.�- .--L OR CGWGRF/F -r 'w D L� --�conr. BLOCK wut I 6 CAE &OCK swfl '- 1 t'w _ _1 REOWMD AEOOMfD Q 1/1'0-70 Y. A )APC'CVLS All PONI SGW 5[T, 1'�C NAEW,'�" 1ArCONS.EAIMC NIR/N',RED NCAO- �{ w/ CMMC NIRM.RTD Irw Oriwe'c1, DIKIeMf.a IAP-GRE.G0 04 Cr W-GANI.GVK-N GR QN SILLF/ffY4E PM f-w ELCO .T' MP-GRV,CALK-tN M lARC'0f6.1AYAC NAKML RED NlAD- ft.'0 MNC/rEMA1L PARQAIATE "-(Cont 0."%t- S LLCD LINtJ/SAAIYtl.E PAAIQAMIE Onww[eT LY IN-GRP.CALK-N OR \%CpIE ANCHORS(SU XWDLKf Mi STYM+! (SET SO'IfOIAE rOR SPALYND) MOWS (yc SMdttf NR SWG.wG) .....__ELCO lW rOWE PANIIAMIf AKIKM (SII SCNQL(E ApP Ste) SECnoN 6 ANCHOR WALL MOUNTING INSTALLATION BUILD OUT INSTALLATION BUILD OUT INSTALLATION SECTION 2 -sakE 3/8• 1• SECTION 3 scALE .3/e-- r• SECTION 4 SCALE. )/B•- r TI(�T t•NrxwvN t.' ✓=s SEPARATION M- f7 J/!T' CLASS t fD DGE�s0 C$6IfANCE 1? oc � N•JC�.4416••7x w+ •"•••� • y' V FLASHED WALL * ! 1[ 1 _ - x .cisOR10.:�ZtAo 7 1'N-YO J 1' NOIE FOR COMMMMM OF SECTIONS: ss mmys w/vel s 3/ At ,,of �� 0 I C w _---r-. J/,7Y'MwN.Mff 6 WALL/FLOOR/CEIIMK'MOWUNC SEC770NS GW SE '��'4tttr POURED - L _ ' OR CONCRETE TY'0.C. COMENNEO IN ANY MY rO SUIr ANY M/5IA"n0JV. CONCRETE 9A &CCK oma OR CONCRETE / REOr/AREO BLOCK WALL _.....1 REoumm 8 ``— COM INC'pV5 1AMIC NAE.N.REDHEAD- V D,NId]L 5 a TAP-ors'carr-m cw Qr0 wt/FEMME PAWIMM --�C-1 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone SECTM 0 SAID N'rmo" lsET wIE[xiLr raa SnAom) :1017 NTEM MC 0.050" BERTHA ALUMINUM STORM PANEL LC. (2.25"DEEP_ ORANN or. WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION - o1/1s/lY SECTION 1 WAIF,J/e•. I• SEC TION 2A sc&c.J/B _ r EASTERN METAL SUPPLY/ INC aIr L ECO INC. are eEr Raps DIaIc TIUIT rESrWG I tMOINEFMNvrpNE O COMPANY NEST(sst)PAIN lIE1Cl/.n(6slbtJ6?)n r-rns 17-096 •w....lAI..P.r.!ax rsNrRw awm¢n vrr. 100-e10.t FAc T :M7AC a'=700 1 SIUD WAD ALSO MRrrw rwler-rsw s...lxe7sn-rvr qw -1 AIM^-JG INSTALIATION-ST'VOY Y,./�y�vp) LB-0006)r9 m row OMNlr 1101 A TIi,N.PC 91EET! OE 11 7LORNSA L:c. AI16] rAP[.'Ovq 0.-W tY aro Aa.E[. wpam Q"-w flm AAAIV 71.I WLNG MUT ONL" TA•L'pA1S,1'�D ^'._ —®Cont. FIANCE PAKVM?F AAA'NORS F[ E,MV42"w OR aw APPLICABLE 47 CF TAS-GRP.CMA-W TSIF SCI ru"LE rpt S-OV) rn aro Awu rrr 1//<'A-?0 5 S. WcwNf E.A wrwOiM[IeR/MCrtW I"`�L 0. WALE AWFuet/E(TYP.) MAaA1N1C AACMWS BOET W/MA a WiLSNFA \. ••-G A (SFC SC.NTdAF rM 17.O. C. T T't CALK-IN,All PoINT$SOLID-SET CN SA.cWt/ , T ELCD ANLE/EENMC PANT LWTF ANCHOR$ (•AAYL POURED CONCRE E • _ � •� RCOlFREb� I�T•� \' REOIARED I ... I (SEC SCHED(iLF FOR SPACIAL)• T s POURED \ CCNCREJE REOWRED—. p - CONCRETE ° 71 ALTERMIE - _ OR COA'CREJE ... ' ry LEG LOCADON , - &OCR WALL !tel f1C O Cont i REDIRRED . I/4'P-20 T"40L I'ANbWUM 3132'**G NUT --OM mn SEPARATION T SEPAMtt0.V To UA. T �' � SaARA710N TD ,� L�/A?S Zlt GLASS L� y¢ MIB JNET• I o T a C. LEG RLo�rAWN -— 9 GO"G 7/e A r/�?'hoc darts rE T r i- Nul O 7? O. C. .�/J?•WIhC NUT• I Cart. 2'Q G POlIREG -- _ 1 CONCRETE .. e OR CONCRETE &OC'R WALL OR CONCRETE REDWRED _ - &OCK WWLL • --i REOUARED "- I —i•Alin.— ( t 1U'O' � •'jr �,/'. ,(. : ,., ,�• :` • CALX-IN, ALL POINI5 SCUD-SET OR ,•n _ T•,46•_.....� .0wo cv R -- apnlm COMPETE_ —+•"'�`T'" / ELCO NALE/FEWALF PANEUL47E ANC'WORS Yr .1/4 •0-10 1 S.IMCNW �e'OunED PEatwEO (SEE SCHEDULE MR SPACmL) wco"S.LAANC AIAAIR,FFD MAG BOLT W/MIT 11 WHIN TAPCpls.GtX-W M aGv w�1' �— ' � O>NNkTs(etG CA ),cf rA'-GWP. [.. . TM[OIK GLM'-M'9R FLCO Y1tL��''•„___ / uu'-W M aro AAALE/FEANLC 0 11'O. C. rEANtF PAMLWTE ARL•HCNS —F-O. rl1WC IA.AQ-r NK'IAtRs AARDANrs 4WGIIDAS __�EPnI !xt St-JIrL4aI FAVI SANL1MGl fyE SCIpyrKE MR9`AfYIGJ (S[r So4Lrx[rGR SMGNGI BUILD OUT INSTALLATION CEILING & FLOOR MOUNTING CEILING & FLOOR MOUNTING WALL MOUNTING INSTALLATION (D. M. SECTION 5 INSTALLATION — SECTION 6 INSTALLATION — SECTION 7 — SECTION 8 SCALE 3/B•- I' sGLE s/B•= I' SCALE -11110 �y � •'�•,�A' LI�C/T -SCREWS USED AT ANCAOPS ANY Or)/4%-10 S" 1 � � ...•.•C..�•. .✓ *UK BOLO/0 OR 1140-20 TRUSS HEAD&A r SEPA44TCN TO --� f_ JGin CL• �_ CLASSSIDE WAL�6MrS ARE 167 MCAD ANCwWE SCREW W/LENGTN,S PER NOTES A? 1 4"I-YQ R,�/<• E. D. - CODE DISTANCE 6 8.1(SKE7 (). y Cont. A�tS✓7/!' (SEE SCHEDULE ON / ,� ,L fr TRUSS HEAD BOLTS ARE r/1#rT/B•NICK HEAD 1151'N'•NVE• SME?6 A lJ Aij AIR&ONE SCREW W/LENGTH AS PER NOTES A.2 K a c. O,ti•.!rlOR10� '�►� a2(SNEET 1) SIGNAL SIN �: �• NOTE FOR COMaNADON OF SCCFKWS wul/FtooR/celuNc AauNTrNc sEcrroNs CAN ErF FLORIDA BUILDING CODE (Hon High Velocity Hurricane Ione) TAPCCN6.CAtlf-W rn atA AAALEI� A„�._E a—. CQMBMRED IN ANY WAlTO SUIT ANY INSTALLATION. (sm S nT.,f AMY114S lser sclAvu¢lac zwcPw) r r1017 TxrEca rAr:. 0.050"BERTHA ALUMINUM STORM PANEL LC. POURED CONCRETE- (2.25" DEEP) DRAW or REGARED 071MV17 FLOOR MOUNTING INSTALLATION EASTERN METAL SUPPLY, INC DATE: SECTION 5A "LLTr W E C ONN�PAV .118 WEST FADS ORAE SCALE s/B'= I- ( (Mr PALON1)101-Bt6.! 2 aus R�nw.R w AM NeoN.cess R zAlAr PIADNE.(61FAA: BBIMrp4+-ins 17-088 (Jpf71n-Ii10 ti nAa/PI-rL� t,s� Y DIMWIR'NP EB-0006719 I F10 a 4 T1LlI A /F41 fLORgA t/c. ul67 6l SMW 4 OF 14 FOUND CONCRETE potaEO CONCRETE" CCOONCRETE BLOCK MOLL CONCRETE"BLOCK Mwl RfOU6 D Afw REQUIRED---.- POURED CLM6CRETF _ oA r OR — u SJ .093'5/05 N-II OR BLOCKCONCRETE WNANALLOY °2aCANME PO=MOR N%U Wb ANCHORS 01 ' C. LOcx CONCRETE IWO' WALL NIMAIRED ---- \ ANCh • -.,42S .�_ —OOvCRF/E I CAP_. / ANCHORSL - " . •17.0.C. www J' Lax _ OR -O REOUREO ALYS 6M +�—T Y 3 .037' i t E9NATE LEC LOG4n0N M - ax. ?•x 1'x - 2'x.'..125' t TO 2•x 5"x.LL33' 3103-NI.0911063-r6 ALLOY N ' �, OR® Cent.Nfxn,ANGLE OR ---; Cont Num. aNCLE ----- OR OBD'JTOS-KISS Sli[E"/LKTAI Alcan. 1/�• BOLT 4•x 6•r.077• BENT PLATE w�JAC10.C. Ji-0i mm- -r6 ALLOY CASE A (Plan) � STALE. 1/,.. ,_ CASE B (P/an) CASE C (P/an) CASED (Plan) END CLOSURES DETAILS ° I MAXIMUM A.S.D, DESIGN PRESSURE RATING (j2,s.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" PO�R`IT E ©O0� "^ i (fYEN POSITION+.' .—_,f.50 x BLOCK WALL (RED'D) SCHEDULE FOR A GIVEN_.PANEL SYSTEM REDLe-ED BLOCK TAPCON ANCHORS aR_ y�'" MMUl REVOWD ALL POSIT SOLID-SET .'/ --•—! { "40m 1y Mex.PAACL LENGTh (SEE SC'NEDLKE EOR A.S.O. OE9GN + SA41P CAP�l,�j PRESSURE RATING / ' ,VttIEOC OCONvrvO?wOSM MOfAJTMO w/¢, LrO1/M R/ MINI 1010 a bf'rLEAaER U, h•W..LDEn J- coLrPONLNr 1,t ' 1%' O +30.01 -30.0 12'-11' 12'-71" 12'-11' f•MBIMAI —'- '7 SEPAWTION 030.0, -35.0 12'-T1" 12'-TT" 12'-Tr' SE ym"ViY +55.0. -10.0 T2"-0" 12'-0' 12'-0" TO OL45S /, 7/B'x J737' WING NUT 0 FA +10.0, -15.0 f 1'-2" I I'-2" 11'-2' - SR.O \/ CONC COLSDRETE , CASE E (Plan) +15.0. -50.0 10'-7• 10'-1" 10'-7" pp coNCRETc `/O 3 &OCx Wk, SCALE: f/t'. 1- +50.0. -55.0 f0'-0" 9'-4" 10'-0" POUND CONCRETE +55.0, -60.0 9'-7" 8'-6" 9'-7" OR CONCRETE a - SECTION ® STUD "'W NO&O" A TYP. TOP/BOTTOM +60.0. -65.0 9'-2" 7'-9' 9'-2' WOLIN AYabRS OM CLINT:. LI�f���AAr��L•N~ �'Seft-MOf°f'OR SPACNO) Pu9lflwL•J1'(`Qx A• I ILC/���� +65.0, -70.0 B'-9' T-T B'-9" `4 GENS WALL MOUNTING INSTALLAT&Jt .-J F ` +70.0• -75.0 6'-6" 6'-8" 8'-6" /FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) SECTION 9 = Np,AAA67 :* 2-317 TkIEM AC 0 050" BERTHA ALUMINUM STORM PANEL L.C. +73.0. -aao W-2• 6'-3" s'-2SCALE: J/B" (2.25" DEEP) "m Be of HM: WAW-61 PANEL LENGTH lS 3'-0' ` , EASTERN METAL SUPPLY, INC DA,Er' � �. oaio.• IL ECO 1.c � .2..1—ORM L i TESTING 6'EN(iINEERINf.fOLPANY RhONE.RES,P"NfACN,R. SLOT 17-096 ysStONA� ,. v,. wx A.sw.JeS,wxewl exK0�6 rt LrN (361)209-8263,fAx:(56fJNi-1716 H>I•IINK'' "'^ rAf-M)S-O 71:lJtolar_.S+r W,e, L9tAllgrf.No FB-0006719 at0�� /TVr AW'ER A 1-10,4-67 SNFET S el r1 Liu Nr6i rHs scHFDIAf RoarATEs RECVdRED ANCHOR�P.cAvc MAXIMUM A.S.D. DESIGN PRFSSUI�F RATING (p s I J AND CORRESPONDING MAXIMUM ANCHOR aW A CMM ASA DLSA'Ar LOAD AW I—ILNCIr�. £. 0. - EDGE DISTANCE &SoVER MWrL soUS K WTV FDR A Gh,R SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND CONCRETE BLOCK STRUCTUREES- SC ,DN SWU, %1f'RIiED AS PIF SCHEDtIff OH SNE[7�. AUxIMUu AMA'NrUM ANCHORS SPApNG FOR E D. .J 1/2'w MAWM M ANCHORS SIPACO/f•FOR E O •J 1/2••• APPVQA TO 17`WAf A.S.O. APPLICABLE TD ""I" 050. L'ESIGN FARG9YS 7.AIrIC MAEM(/ CILLI-A sous-sf? PANELAMMS cr SAP-61W /J P F.. D_>'�Gh TAPCPVS cAK-IN s"-srr PANELIOITES Ci!M R -GF.: SECl1PK I d PANEL RCSSURf RED Ho.O1RYilI Y COATBINAfr)• 1v': �i SSi,Rf RED H0. 7 COVOWTOOAIFM--7N (P..t ro ro ro ro ro f0 ro >r IO ro b TO OF THEN -STING ro ro ro ro ro ro A ro TO To ro IC OF/IR7r •L'(H.) lF..E) cagrty "mol, C'PNrIC'Rj';Y44a r COAMW WSDM CON7AETr NASDRM CVACOWTc 441OW oOIRNrm 0000 Y IDI=.7`J COACkIr AMSOAWY CONCRM AY160F COWR7E ArLSO COAC+C'r[ N.ASD11rr CfOKIRrT AAASOAeT LW:f.%TC MISOnHr 12' - 12' - 12• - - - 12' - 1Y' - I (TO°) 11' - 12++. - U' _ _ _ 12•. - 10• .. I (TOLD) 1Y' 10• IY{+ l2• i2' a' 12• II" r??• I 7`y u• 110//t' r. 9+la0rrplQ Ir 6• 7`Y++ 7`2' 7`s• y 11• 7`Y 7`2' 7`2' ft I/2•,6 I:. 6F(BOTTOY) 1Y' - 7`2 - 12' 12' 1?' 12' 1?' - IT' - Z s�(TOP) 7`Y 6' /1'++: _ 1z' IY' 12• 7`Y• 7`T' - 11 7`/2•+ - ?, aA(RJP) 7`z' f0' 7`z'++. rt' 7`z' e' - - 7`2' 7`Y' 17' 7`0 7`/p• 2 1807`700) 1z' 6" /2'+a 72• 1?' _ J• - - l2' 12' 7`r r/2•,6 I, 2(aOrnw) 12' to' /t'++. 12' 12• 8" - - 12' 7`2• Ip• 10 7`/2' 24(Borlm) 12• 61 /z•++ 12' 12' 3' -.�- 7`2' t2' 7`r 7`/2' 6.._' IA(Borrow .73o.-Aa0 t2' - 1T+ - 1Y - - - 12" 7`T' !3 4(TOP) e'-C' +JS.O.-ADO 12" - Iz'++� - rt' - - - I 4(rap) - PR 12' t0' 12`+ ! 12 12' 1' - - 7`2' i 12• 12' 110 1/2• J(BOTTOM) m IS" 6• 12" IY IY S' _ _ 7`2• 12" It 1/2' 6 t p' J(80r1Cw) 1p._p. LESS 7`2' to' 7`2'++ II' I1• e• - - 1?" rt• It` 10 7`/2• s(BOTTpY) (Ess LESS IS, {• 1t'+ lY" 7`z' I s' - - /T• /?• 7`r //2' 6 1/T• 6(BOrtl7lp 7D rt'-Jr .__it• 12•+ - IS- ` - - - r2` - 12• - e(TOP) 7`z• - 7`T'+ - 12" _ - - 7`2" - 7`1 f/1" - 3(row) f2• ro• 1t•+ u• 1T' a' - - 12' I /t' 7`Y 7`D 7`/z• 6(Barra") 1?• e• 12IT" 12• s• _ 12• 12' 11 1/2•;e 1/2' s(8017`109) _ Iz• - - - /T• 12' ! - - - 11` - - - 6(TOP) to. _ _ _ to. _ - - _ I2• ', - - - 7`2• - - 12' - _ _ 6(sornw) 0' - - a` - - - it - - - 6(9orrom) Ir• _ _ _ 11' - _ 12• - - - 7(Borrow) 71 - _ _ 7• _ - _ 10• - - - 7(Borrow) t?• 1• 12• -�.-12' IS' 12* - - (IOP - - - t2' 12• - 7`Y - - (rOP/Borrow IS. IS ! - - - 12' - f2` - 7 (fop) 1z' 6• 72' 12• 11 �.....6' 12• 1Y• 1Y' /2• 12' 1 a 1/2" 1. e(Bonam) ' ONLY rAPCOY ANCHORS OR All PCNNr SOLID-SET AVOWED FOA AKKRlrING SECTION e. -- -.. ++ ANCHORS SPACING ONLY VALO FOR ZAMAC NW.LN. 7`21 - IS + 11 fT' II' IS" IY /T' - I?' - $ a�(ftW) SEE SHEET B d 9 FDR ANCHORS TYPE d SPAGND 1NNFE��TwEM� y 12' e' 12•++ 7`r 12' e• - - IS. 12• it' d 7`/2• t(eomw) • FOR 0TI$7ALU110N5 RIIO eva0 FRAME BL'RD/HGs. .d... - 12' B• 7`z•++; 7t• 1?' 6• - - 12' IS, IS. a I/T" 21(BOTTOM) " MAXIMUM ANCHOR SPACINCS ARE VAUD FOR J 1/2'£OCE DISTANCE rrr Pv.:``' S(•- FOR E. D. LESS THAN J 1/2' REDUCE ANCHOR SPACING BY ,\� V C•''• MULTIPLYING SPACINGS SHOWN ON SCHEDULE BY THE FOUORiNG ,Js.o, -IQO I?` - 7`2' - 7`2' - _ _ _ I?4 T ' - 12' - J t 6(RTP) IW.�r2�li - FACTORS (Min. E D FOR CALK-IN ANCHORS AT ELCC oR 12' f a" 1T' + Ir 12' 6• - - 12' /p' IS 'B 1/2' J(Borromo >d'-0' PANELMI7F IS 2 1/2: AND J 1/2•FOR SOLID-SET ANCHORS). Lm 12" B• 7`2•++ !2' 12• 6• _ _ 7`T• 1I' 1z• ;8 W- A(sorra") 7`O FACTOR ` A••t J 1^7�"' y�N•`� 7`z• I - ,2• - 7`2• - - - 7`z• - 12` a(TOP) ACTUAL f D 90 ROR40r,: 7`r• + 7`011-AN soUO-SET cr IAP-oR y Ar ......... �� 7`,r 7`z• a• 7`2 7`2" u' e• - - t?` 7`r• IS. a 7`/2• HIMI ona "-BSS QNA F - - 12' - - - 71` - - - J• .. .66 .7S 78 1.00 lffrFffr•d rrlrlr 7`o - - - 1D - u' - - z .71 .eo - ao a' 9•-..___ - � 7`2' - - -1?- '6' 12' t2 12 12 - - FLORIDA BUILDING C00£ Non High Velocity Hurricane Zone) c2Dn n1rErn. hY.'. 0.050 BERTHA ALUMINUM STORM PANEL Le. (2-25'DEEP) Dmm IT, o7/76/17 EASTERN METAL SUPPLY, INC DATE LE C O I N C 0266 PfSr ROADS DR" TILLIT TESTING d ENGNNEENWO COMPANE 6EST PALM DEA:H.FL..1J+o7 17-096 va.f n.7`Tern Te.IrA'Fw ohc -R"1w RMURE-(J61)20V-626.1.FAX.(361)611-1116 AA.^. imHi=laz >..Tm1nI-,1A aaAw1.6 7`a TR-ODD6119 NK7CR A. DLLn A..P.E. °�IA's sow6 W 1+ FLOR2N Uc.If"167 nAs iC'MEDULE eNOCsrEs RFau+RTD,ArHOR 9^AL?nG FOR A OWN AS.a DEWN O AND nve>.LENc7H MAXIMUM A.S.D. DESIGN PRESSURE RA3'ING1p s j1 AND CORRESPONDING MN9XLtI(1M_ANC L o = FOCE DISTANCEM7NElflr k="PAVE,UM N FOR A GACW ASO,a610/11151 saN Lw 1FRYYD As PFR SPACING SCHEDULE FOR INS MONS INTO CONCRETE AND CONCRETE BLOCK STRUCTURES SCHEN"ON 5 w N. kowu. U01KM ANCHORS SPACWG rOR E D..J 1/2''• .WXINJN MAAA/UN ANCHORS SPACWG FOR L B. .J 1/2'•• ' , ,� ASO APPLICA$f TO E 4W" Ate'A s U rAPcoms MAWcAw-. smL sfT PAACJMM cr TAP-GRA+ srcrms/t PANEL 1X5/C,n 1APCY/NS IANC NVLW CALK-W solo-1%7 nw£Lw rrs cF rM.d�n. SFBr,Dl�7{ 2r. PRIRE RED H0.prNA9OLI Y COM9WA Lrwr. 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SECTIONS 1 1 S<DiEwAucM�,f,�Er�jez) CEILING & FLOOR MOUNTING INSTALLATIONS NraLEs AT a 6'DC d fesieNm Ar RFM W 7/e SIJ/tz•MNG NUT Fes' /.-:®r 5.5 S 6L WNK ND Is, SECTIONS 12 1� 1 EVERY SIDEWALK ROLT w/J 1 SLOTI£0=,=& IKAO,L1.ffD�;G ~� �ANRLY REIbWfBtE PA.¢2 V Y au KEY HJtF®O 6.OX - - - r r/r/.�20 NOT Al REAF G a f*o'T ` �—�' fINSTALLATIONS VALID FOR PANELS(1; USED JOINTLY WITH INTERIORLY REMOVABLE PANELS Is — — kn l o ap r FLORIDA BUILDING CODE (Non Ni h Velocity Hurricane Ione) - iET �— E D EDGE OSTANCE s.orl 7rtTECD.Krc.. 0.050' BERTHA ALUMINUM STORM PANEL L.C. tB73' i SHEEEr w SCHEDULE rrj N /m r� (2.25'DEEP) DRAW&Y: A�•'.• 07/H/I7 O •:fI0R1a!"•'' ' ` IL E G O �N� EASTERN METAL SUPPLY, INC ate. NOT fE1R CONBSWIWN OE smnONS A DETAIL 2 - INSTA /ATION (gyp ......` Azs6 6Esr araos DAIve 0�!*'Xt FE00R/CEarNG AtOMW SECnONS CAN ea �u V1QNAyLUi TESTING d ENGOWCAFMG COMPANY WEST PI WACH,FLS 3 3# 0 7 SIDEWALK BOLTS O RFE-'OVAB E PANEL CONSWED IN ANY WAY TO SUT ANY INSTALLAIkW y NrAArIIfL "wp' nmvTyr�-Z /may° iTr ss'Iw ° E 1e6117m-67aJ.AM, %I)& 17-096 EB-0006719 Wre LYNNP/i:No ArW r Air. Aar Ne r rrt WALTER A NER _--- FL MI67 SYIfIT 9 or!I MAXI" A.S.D. DESIGN PRESS M RATING (y s t) AND CORRESPONDING MA-XEMT_1L ANCHOR SPACING SCHEDULE FOR INSTALLATIONS IN CONCRETE AND CONCRETE BLOCK STRUCTURES .a�„ wrr AIOraQ a1Na1R n,1 r a-}1p•. 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DESIGN PRESSURE RATING (7.25'DEEP) DRAWN L7Y: UP TO +65.0, -65.0 ps(AND PANEL'S LENGTHS UP 70 9,-0' (� �'� EASTERN METAL SUPPLY, INC °'D4T17 rX Iron e 6 °C 2. FOR NEW WOOD TRACE CONSTRUCTION: W000 MEMBERS TO 8E SOUTHERN I L E C O PINE No. 2. w 1 N C� 426B AES/PoAm4xf L 334 DETUL 2 � U(ST�7MM � l�t r]'• /SPECIFIC DENSITY OF 0.5.5 OR EOU4L. nLllT 7L'e TING R fNGNfElIINC CONIANY A67 KILN 06K1L IL 3lf01 �DEIYALK ADLTS 9 R MOVA tr IILWfLL7 w mei ��rrr uru PHOAlf(561)200-BM.i M.(WI)641-1716 17-096 SGLE. r = r EB-00067"' I4�Rw ORIWKlG No M4 Wl A. TILfT.b.P.F. m rf-w ISR t� FLORIDA Lk.IFH167 eNEFr t4 LY r4