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HomeMy WebLinkAboutProduct approvals i BCIS Home Log In Usor Registration Hot Topics Submit Surcharge FsHaa Copp Contact Us @CIS Site Map Links Search dOOr awl Product Approval�I I USER:Public User IWP2� 10a� q Product Anoroval Menu>Product or Anolicatlon Search>Annncation List>Appllcation Dctau REVIEWED FOR FL# FL11968-R4 CODE COMPLIANCE Application Type Revision Code Version 2017 ST. L C5� IGUN ' Application Status Approved 1 ►1`� 0) Comments Archived 0 permitting DeWt ent St.Lucre COung Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (800)432-2204 lrodriguez@easternmetal.com Authorized Signature Bill Feeley Irodriguez@eastemmetal.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.Tililt,Jr, the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Henry Kampmann Jr. 0, Validation Checklist-Hardcopy Received Certificate of Independence FL11968 R4 COi EASTERN METAL SUPPLY.INC. DRAWING 17-098 CERTIFICATION OF INDEPENDENCE.PDF 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 INDEPENOENCE.PDF FL11968 R4 COI EASTERN METAL SUPPLY2c INC. 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 Eauiv EASTERN METAL SUPPLY,INC. DRAWING 17- 095 LETTER EQUIVALENCE BETWEEN SSTD 12-99 AND ASTM E- I F 1L 1968 R4 Entily EASTERN METAL SUPPLY.INC, 12RAWING,17 :1 098 LETTER OF EOUIVALENCE SSTO 1--99 AND A.TM -°199.6 0)11 I EL11968 R4 Eauiv EASTERN MEjAI RIPPLY.INC DR,AWING.11 096 LETTER EQUIVALENCE BETWF, N SSTD 12-99 AN ASTM I"-1996.P12 FLI 1968 R4 Enuiv EASTERN METAL SUPPLY2c INC, DRA LhJSi 11:02 LETTER R IIVA NT BETWEEN SS1D 12 99 ANp ASTM E-1996 ndf i Sections from the Code l 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 I Limits of Use Installation Instructions Approved for`use In HVHZ:Plo FLI1968 R4 11 EASTERN METAL 5UPPLY2c INC, DRAWING , Approved for.use outside HVHZ:Yes 17 1 8ER?H- ALLiMINUM,�[QgM QANk rnd 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.fJor sections 1,3,4,6,7,8, FLi 1968 R4 AE EA_S'I'yRN MET AI SUPPLY2r INC DRAWING BA,9 and 11.See sheet 10 of Installation drawing for other 1 -09a.F 10DUCT EVALUATION AEPORT.o f spans and pressures.Valid only for wind zones 1,2 a 3 as Created by Independent Third Party:Yes defined by ASTM E-1996. 0.0 11968.2 50"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, ELld�tt>3 R4 I E STi�Iti1FLAi�9�pPly.t-NC• pRaVU1N, Approved for use outside HVHZ;Yes 17.095 0,050 BERTHA ALUMINUM STORN PANEL.POF 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 p.s.f. Evaluation Reports and 8'-2"for+75,-80 p.s.f.for mountings without"h" Ei i 1968R4 AF EACT R f1ETAL S IpPIY.INt, DRA�:'lttO header.See sheet 5 of installation drawing for other spans 17 ,I and pressures:Valid only for wind zones 112&3 as defined by Creaked by Independent Third Party:Yes 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: EASTERN.No F111b68 R4 t1 MCIAL SUPPLY INC DRAWING Approved for use outside HVHZ:Yes 17-0Q5 24 GAGE GALVANIZE BERTHA STEEL STDftM 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,-44.s.f. Created-by Independent Third Party:Yes and 7'-Z"for+70,-80 p.s.f,for panels mounted without"H" Evaluation Reports header.See sheet 4 of installation drawing for other spans FLf 19 R4 AE FAST RN M TAL SUPPLY, INC, DRAWING and pressures,Valld only for wind zones 1,2&3 as defined by 17-095 PRODUCT EvAi tiATtON REPORT.por ASTM E-1996, Created by independent Third'Party:Yes I 11968.4 Clear Bertha Storm Panels(2 1/4")- corrugated polycarbgnate storm panels retained or not by Drawing Number 17-098 tracks to provide hurricane protection. Limits of Use Installation Instructions Approved,foruse In HVHZ:No FLi1968 R4 Il STERN METAL SUPPLY.-INC DRAWING. Approved for use EA outside HVHZ:Yes a7-naa 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'r0"for+105,-110 p.s.f.A.S.D desgin load.See F 11 1968R4 AF EASTERN M TA c IPPLY [N', pRAW1NG sheet 3 of Installation drawings for other spans and pressures. 17-098 Q$QQUgj OF_EVALUATiON RE-PO RT.Pt2 Valid only for wind-zones 1,2&3 as defined by ASTM E-1996. Created by Independent Third Party:Yes I I i 1' ttucN Nrtt 'III cnlitnct U ,;2_601 Dial,Stn.Road Tallahaasrp FL 323A9 Phonn:850.487.1924 Tho State of Florida is an NVEEO,empioyer,rnnyriaht 2007-2011 Stnre of Ftnrida.;;prlvdry Stntnmonr 7;(Ic",n Iljlury Statement;;flefimd Strttoment Under Florida law,email addresses am public(*cores.If you dent want your a•mall address released In rc$pense to a pubnc-rwwrds request,130 not sand electronic mall to this entity.Instead,contact the omca by phone or by traditional mall.If you have any question:,pleate contact 050.487.1395.-Pursuant to Section 455.275(1), Statutes,eftettive October 1,2012,licensees licensed underChapter 455,F.S.must provide the Department with an email address Itthey have one.The email$ .Floridaprovided may be used for official communication wRn the kclrwca.However email addresscs are publicc record.If you do not wish to supply a personal address,pleoto provide the Department with an email address which can be made available to the public.To determine If you area licensee under Chapter 455,F.S„please click Dam. Product Approval A"Qptsi Credit Card .Safe I II I I • I i i i i i I I� I I ill GENERAL NOTES NOTES., T.STORM PANEL SHD/✓N ON THIS PRODUCT EWLU477ON DOCUMENT(RED)H45 BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE ELT)MINIMUM EMBEDMENT OF TAPCON, ECCO PANMATE,AND CF TAP-GRIP ANCHORS INTO CONCRETE BLOCK WITH THE 2017(6fh EDITION)OF THE FIORV4 BUILDING CODE THIS STORM PANEL SHALL ME BE INSTALLED AT HIGH VELOCITYUNIT SHALL BE 1 1/4'; 1 J/8'FOR ZAMAC NAIUN ANCHORS AND 7 1/87 FOR RED HEAD DYIVABOLT SLEEVE ANCHORS HURRICANE ZONES(MIALII-DADE/BROVbVW COUNnES). DESIGN WIND LOADS SHALL BE DETERMINED AS PER SEC77ON 1609 OF THE ABOVE MENTIONED CODE, 8.2) 7/8'CALK-IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK UNIT NO EMBEDMENT INTO STUCCO FOR A WIND SPEW AS REOURED BY.THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND SHALL BE PERMITTED. 1/4 0-20 SCREWS USED SHALL BE T 1/2'LONG MINIMUM.SHOULD STUCCO EXIST,AND I. III FOR A D/eartO ob.FACTOR(C.,Q85 USING AS,T-TO FOR AITALIARONS UNDER 2110 R IC AND SHALL MINIMUM FOR WALLS WIN NO STUCCO, NOT EXCEED JR-1 MAXIMUM(ALSO.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 5 THRU 9 U7 ORDER TO VERlfY THE ABOVE CONDNKIN• UL7JMAl£DESIGN tVINO LOADS DETERMINED PER ISLE 7-t0 B.J)MINIMulf EMBEDMENT OF 11410 x 3/4"ALL.POINTS SOLID-SET ANCHORS SHALL BE 7/8'INTO THE CONCRETE BLOCK. PIC SHALL BE FIRST RETITLED TO A.SA DESIGN WIND LOADS BY r4ND LEADSrING THEM BY 0.6E ORDER - EMBEOVEN7 INTO STUCCO SHALL BE PERMITTED. 1/4-0-20 SS. MACHINE SCREW USED SHALL BE 1 1/2-LONG TO CO.UPARE THESE W/MAX.(A-SO)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 5 THRU 9 MINIMUM SHOULD STUCCO EXIST.'AND t'MINIMUM FOR{NAILS WITH NO STUCCO. W ORDER TO VERIFY THAT COMPCNENTS AND ANCHORS ON THIS P.ED_AS TESTED WERE NOT OVER STRESSED,A J39 INCREASE B.4)IN CASE THAT PREIr7ST STONE OR PRECAST CONCRETE PANELS BE FOUND-ON'THE MSING WALL,'ANCHORS SHALL BE AN ALLOWABLE STRESS FOR WIND LOADS WAS NOT I75ED IN 7HEIR_ANALYSIS A DURATION FACTOR C0=1,60 WAS USED FOR LONG ENOUGH TO REACH THE LIMN 57RUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL BE AS INGfCATED ON NOTES IN WR/14477OPT OF FASTENERS IN WOOD_ 8,1)AND B.2)ABOVE. STORM PANELS AOEQf61CY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION T609.1.2 OF (C)ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDA77ONS ANDSPECIFICATIONS OF THE ANCHOR'S THE ABOVE MEM70NED CODE AS PER AR REPORTS f Of21.01-96R 1(GJ29.01-00•/05250t-00 AND IF05*-01-05 AND MANUFACTURER, f0617.02-04,AS PER AfPACF TESTING EQUIVALENT-TO ASTU E-7996 STANDARD&ASTM E 3JO-02 STANDARD,LIMBED TO INSTALLATIONS W kV WIND ZONES 1,2&3 AS ORRUED BY AS7M£--1996 STANDARD.•AND g70221.01-Ot PER TAS 201,202&,20J 7..PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS 1 THRU 8(SHEET 3&4 OF 2,ALL ALUARNUM SHEET METAL PANELS SHALL HAVE 5052-H32 OR 3004-H34 ALLOY. 9)EXCEPT THAT HEADERS J 4&5 SHALL NOT BE USED. J.ALL ALUMINUM EXTRUSIONS BE ALUMINUM ASSOQA77ON 6063-T6 ALLOY&TEMPER UNLESS OTHERWISE.NOTED. S.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE STORM PANEL COMPONENTS 4 STUDDED PLATE AND SNAP CAP ARE PATENT PENDING ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY SE'ATTACHED TO CONCRETE;BLOCK OR WOOD•FRAME 6UILD/NGS 4,ALL SCREWS TO BE SJAINLI3S 51FfL 304 OR 376 A7SI SERIES OR CORROSION RESLS7ANT COATED CARBON STEEL AS PER CNN g,'THE INSTALLAwN COMYUCTOR IS TO SEAL/CAULK ALL SHUTTER COMPOI sr EDGES WHICH REMAIN IN CONTINUOUS.CONrACr WITH THE 5OOf6 W1$0 k t YIELD STRENGTHS AND 90 ksT IENS/LE STRENGTH&SHALL COMPLY W/FLORIDA BUILDING CODE SECTION EWL04VO TO PREVENT WINO/RAIN INTRUSION.CAULK AND SEAL SHUTTER TRUCKS ALL.AROUND FULL LENGTH. 24f lJJ.4, 5.BOLTS TO BE ASTM A JOT GALVAfUZED STEEL OR AM J04 SERIES STAINLESS STEEL. WITH 35 ksi ARNIUUU YIELD STREM07H 10, (a)THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT,'i.e. 14HERE THE SITE CONDITIONS DEK47E FROM THE P,E.D. 6.ANCHORS TO WALL SHALL SEAS FOLLOWS:(UNLESS OTHERWISE NOTED) (6)CONT'RACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING,LIFE SAFETY OF THIS PRODUCT, i BASED ON THIS P.E.D,PROVIDED H£/SHE DOES NOT DEV44FE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT, (A)TO ENS7WO POURED CONCRETE: CONSTRUCTION SAFETY AT SITE IS THE CON7FACTOR'S Rl5PON51BKUY. - 1/4'0 TAPCON ANCHORS As MANui-ACTURED BY LINT. BUICOOL - 1/4'0 CF TAP-GRIP ANCHORS(BERTHA STUD-CON),AS MANUFACTURED BY TRU-FAST CORPORAnON. ( INS F.C.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS, - 1/4'0 ZXA14C NA/LIN ANCHORS AS MANUFACIURED BY POWER FASTTNEITS,INC._ - 1/4'0 x 7/8"CALK-W ANCHORS OR ELCO m l/ &&molc 'PAN£LMATE-AS AMNUFACTURED (d)S17E SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME,THE BY POWER FASTENERS,INC-AND ELCO CONSMUC77ON PRODUCTS.RESPECTIVELY, ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.EO. 1/4'0 x 3/4"ALL POINTS SOLID-SET'ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW. BOLT&SPECW,TY COMPANY, SPECIFIC OF RECORD,ACTING AS A DELECATED ENGINEER TO THE P.ED. ENGINEER SHALL SUBMIT'TO THIS CARVER THE SITE SPECIFIC DRAWINGS FOR REVIEW, Holm, (e)THIS P.ED.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAF Af)MINIMUM EMBEDMENT INTO POURED CONCRETE OF 7APCON ANCHORS IS 1 J/4,FOR ZALNC=IN ANCHORS IS 1 3/8. PREPARED IT. FOR ELCO PAVETfdATE ANCHORS IS 1 J/4-AND FOR CF TAP-GRIP ANCHORS IS 1 1/4-. it. SHUTTER AMNUFACTURERS LABEL SHALL BE LOCATED DN A REALHLY VISIBLE LOCATION AT STORM PANEL IN ACCORDANCE WITH A2)7/8'CALK-W ANCHORS SHALL BE ENnRay ENSEDOED.INTO THE POURED CONCRETE NG EMBEDMENr INTO STUCCO SECTION 17099,3 OF FLORIDA BUILDING CODE, ONE LABEL SHALL BE PLACED FOR EVERY OPENING SHALL BE PERU/TTED_ 1/40-20 SCREWS USED SHALL BE 1 1/2"LONG M/NUAUM SHOULD STUCCO VOST,AND 7" LABELWG TO COMPLY wrH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. MINIMUM FOR WALLS W77H NO STUCCO. A.J)MINIMUM EMBEDMENT OF 1/40 x J/4'ALL POINTS SOLID=SEF ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMnTED. 1/4-0-20 S.S MACHINE SCREW USED SHAD. BE 7 7/2-LONG 411VUUM SHOULD STUCCO EXIST,AND I'MINIMUM FOR WALLS WITH NO STUCCO. A4)IN CASE rmr PRECAST STONE.PRECAST CONCRETE PANELS OR PAYERS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS ON S)&A2)ABOVE.REACH THE MAIN STRUCTURE BEHIND SUCH PANELS,,ANCHORAGE SHALL BE AS IIVDV TED NOTE ,��p1�R106 THIS OBTAIN AWINGPERM[SHA THE SPATE OF FLORLDA (a)TO EXISTING CONCRETE BLOCK WALL- \a� 'JCEN$�C!''• - 1/4'0 TAPCON ANCHORS AS MANUFACTURED BY Lr:W.BUI m. , AA - 1/4'0 Cr TAP-GRIP ANCHORS(BERTHA STUD-CON),AS MANUFACTURED BY TRU-FAST CORPORATION' NO 44167 •_ - 1/4'0 ZAMAC NAVAL ANCHORS AS MANUFACRIRED BY POWER FASTENERS, INC. - 1/4'a x 7/8'CALK-IN ANCHORS OR ELCO dale&female IFANELMATE"AS MANUFACTURED 'k BY PO{VER•FASTENERS,INC,AND ELCO CONSTRUCTION PRODUCTS,RESPECTIVELY. S q} - 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED 8Y ALL POINTS SCREY/, BOLT&SPE JOLTY COMPANY, 4it�\ FLORIDA'BUILD/N6 CODE (Non High Velocity Hurricane Zone) - 1/4'0 RED HEAD DYNABOLT SLEEVE ANCHORS AS MANUFACTURED BY LLW. SU/LDEX =0(� �\\\ c2al7 7XM=/xc 0.. 053"BERTHA ALUMINUM STORM PANEL La (2.25"DEEP) DR4KN BY .�� �ONAI rcrl �i�igiyNrrLt o7/2s/L7 C EASTERN METAL SUPPLY, INC a4M, • ' Y C O 1 N C. 42M wEsr RaCS ORNE TILL?TESTING&ENGINEERING COMPANY "m PAIN asu7f,FL SILO] 17-096 etv NR any.sr_sr.XS,raGa.I ru'eOVS n alas PMI rl(561)Z09-WCJ.FA--(56I)841-f7I6 Pncne:.(7ofJe7r-rvo.r«:(Tu)a7r-re7r eu m r awvmr our DRAWING Na EB-0005719 WALIER A IRLO Jr.P.E. ao r•T'p"� MN - SNIT-•f-OF-14'- - FLOM=U. N167 111 r4.945'(taro WeJ]r0 s'(tOtaL W,°rN) �zs6°. /r"�,o� Jao°'uo< zss°• 2 (- 42.wo-amrrvr 4ID770 t-aa m mwolwr swm•l j I I Rzs° 1.500' 1.500• 1300 15oo' I.500' .t13- + m .So ! AS/iP(A;ti+c(TIP) I I I I eT A9:/PnliGt2E'0,'.) 1 R f15' R150' + JS .125" f25- R.250' h o L Q d 1 to. R\ 1T5 r- {}I.N ^ .125' I ff I p • I$.•a n IN .075' v�G I-2_t73'---t •-v+, � .075' h 2N0- N4L R. J/J d//lUi 2.68r- O FL_- ..__..#YVM PANEL Wf HEMMED EDGES @HALF ALUMINUM PANEL Wf HEMMED EDGES 2140• z.no' FULL F. O `U'HEADER !. Z. 1 15.1W(rarAL WO M) 11 f9'(70rX tYV MJ h' HEADER Q4 fox. 'U'BUILD OUT .58078 ,z000'(L77ECTYE Wm1N) � r- a°ao (eFSEc7rvE Wm M}� scat:Jae -I- s :ve•-r ry /500' 4500- 750o- 4300' 7.500• 1S0o' 1.500' .214' A$Mit DELL aJ -f f ; r �iI 1 - .lea, m JaB 4 _ .374 •I n 50 $A!r�" .095' Irn 50- •y n _ ti � I.950• 7.125' Jl91' 2t25• I-Z.r2S'� .1 ZOO , .090' ® REVERSED F'ANGLE Q FULL ALUMINUM PANEL W[Q HEMMED EDGES to HALF ALINIMM PANQW M �' TRACK LOOD,Jsor. (D STORM PANEL 78' B. O. 7A 3 4'B. O. ;.' 3 ANGLE BUILD OUT 'F' TRACK $ CKET z--r:J/9•-1• 'F' TRACK 46s� L➢CE�o LLG6 9�0 °-J lEa[DUTT)tJ�I i ^ m - 8 � R729' . 09 F' TRACK ANGLE a000- ,-T •.•---._--�--�.--_-- f-o50.OR.060' I 1/4-Y 304 SERIES l MoJ '°0 % �� i 11 2'x 5' AAm) x .125'ANGLE ANCJC 0 SPAS.S STUD CKrs 7D 17 2'x5'(A1AX.)x118' DETAIL l e smo W/OJE usr z]Rc =e xE orp :,�._,. SHOWN oN SECrmNz ANGLE WITH STUD ma�E 7UTE0 WNG N? OPTION f -�_ OPTION 2 �Ile.I 12 KEY HOLE AT PANEL750 .225' JW _ vsw_• ! Zoo, _T SE, 7g6• / J.:.� 061`O P RAT7EDS /0 12•as ( ocruc 1 .651-- 750�- 2 (J7 Ar 70P \ ! 2.760-�- � na25•�� !R J mcE Lrp -09-r q s5r L' f 0 STUDDED ANGLE Sigf 2.188 77 I Rr.BTB' tc6s-rs/6' uior .17]' J09- J/6 I• 1J75' l (Ar 5e%Irr6as La c- \ 5s9 1 'I''`➢��A m I © KEY HOB WASHER 12A ROUND HOLE AT;ANfL 12 ,1 � Ir,�e. OPTION TO 12 foR r/�a-2o,1• i" ®STUODED PLATE�� P SS.LNCNION SCREIV IAPCONS ' S ECfJ-TB A(Lm- "\��:,4............. CEHSF••�_ _ , 6rAe` \ g7 •' s r r• FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) C2017 m7cco,INC. 0.050"BERTHA ALUMINUM STORM PANEL la r= 12• `r • � (2.25"DEEP) DRAWN Sr EASTERN METAL SUPPLY, INC 1 L E C O 1 NC. 4268 WEST Rawl cRNE CAM 16 3ff6ir7`x14' LONG WALL PLATE off]']� Lui jEsNC6hc;CJZEIN�CttC;NPa 56;)2M-tf620J.WA01,FL (SB41-1716 17-096 wee a/re•.r• Ali/ii!/!Id/ vnv�e:[s7Mn-]sa.r�.:[=ce79il-ri]r eRMNo No E3-0098719 WAL7ER A.77LLfr J.PE -R.ORl1)A Uc.' -44167 —TOP TRACK (SEE COMPONENTS SHEET-TA OF 9) CONCRETE ANCHORS (SEE SCHEDULE) �gy �/ Idi2� 7 Min, t 0 0 0 0 0 0 t i t 1 Q 4 I I T7 t 1 5A ] iJI � J w P ( 1 1T,I ol i kist. R d 3 - -- - - - --iM - -! 3" CONCRETE ANCHORS (SEE SCHEDULE) 'Mar, t Max, T Min. T Mh. _S Fss, d/ BOTTOM TRACK -s.���ONA��j111► STORM PANEL TYPICAL ELEVATION (SEE COMPONENTS SHEET'IA) SCALE: T/8-= i" 1/4"Max. GAP 114"Max. GAP--� A4\h1 I FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) � C2017 7CTEW..ma 0.050" BERTHA ALUMINUM STORM PANEL Lc (2.25"DEEP) O,uwN By. OT126/(T EASTERN METAL SUPPLY, INC DAM'A-A I L E C O l w�. 4268 w£ST RJq DRNE TKUT TESTING h ENDIN£ERMG COMPANY 19£6r PAW ELICN,TL J3 07 SCALE., 1/B"= 1" wss Nr.ML'6 M.JG'..r+.c.+^w cKxnx 2,urea PRONE'.(561J209-626J.FAY,(561J6s1-17r6 17-096 mow:noel EB-O.rm:[,rwleTr-rvr orsv m esa OPAtrJJc rto EB-0006779 IZiL7ER A 77LUT J.P.£. an r_""• /:Vr ___ _- __ - -- - - - --fLO.%DA SNEET 2 OF Js TAM=2AWc MWIL RLTL IT IAKONS.LWAG M'11W.RED mw TAPCO J IANAC�N,7lY RfO 1IGD pY1PgJ,lr Cr Up imp.G[K Nf OR fit. attGl50kT,a tA➢-GFW.G{X-rN G� '0 ot)N,WtT,fJ TAP-GRF;G1.6>R g £LCG NaLI FEW LE PANEDNIE--' \ TAoLON�ALL FYATIT SOLID-SE/. ETCO NAfF,/TFFG!£PANELNATE ROD lIALE/fV1ALE FA 42U4'F \\\ \ � AV'Xn95 ♦ \ lA C A6"7RI.RED H OINABOLT• ANCHORS M'CML45 'h CF TM-GRIP,GL'K-,W OR --� ($F£i^HEDUIE FIR S°AUNu^) �' !�"�Cart. (SEE SaMXU FOR 5'AON0) 4 ca,k ( 'SGT'EIX2EFOR'PAat'CJ ELCO 94CIFEAME FA&VAUTE 1 AF4 \ ] T-� ArcpmRs(SEE S,-IDX E FOR sr.+nNc) i 4 PoUAED PoURm \ POURED 1 T i CONCRETE T—CONCRETE' �T CONCRETE I , -T— POURED o REQUIRED p \ RmldRED p p 1 REO(AR£Q-•,, G \ ' N I RED m '� I•TAnOMId 1 I t•ADNiMUM 1•MfN/MUM - SEPARARLW TO 5 y SEPARATION TO I S MARON TO GLASS } !•MINRAUM GL7SS ! W CLASS -- -- -- - -2 SEPARG S05 TQ i 1 ' I i z T 4 1 #I N r f I J, 2 1/4•0-10 x 3�4• ..; BOL75 W/ J/J7-WWG NUT� 1 �' 12 0.C I T * 1/4'P-1D x Jf4• '!0. x J/JZ•Y/ING NUl 1 t f 1 a %T2• v/NfC NUT @ I ® 12.O.C 0 ` 12-O.C ®Cool. .// /r}i FOUREO, -/ �s /" j POURED -% CONCRETEOR _ Ci /. g CONCRETE r W / I '1 /RED _ _ POURED OCK WALL } / o OR CONCRETE _f I I CONCRETE CONCRETEOR _ IJ .- REOLARm T -_-mil i REQUIRBLOCK ED "'T-/ 1 OR CON^-REIE .L.�-� -. BLOCK WALL T-j ICI -Fy, -�Cwt BLOCK WALL 1 6 Cont. I / 7•M.'n. /11 1 I 1 ! REQUIRED f REQUIRED 7/a•C-10 Ak S, TAFCrA,S ALL PDrlr SY/0-"-ET, / TAPCDh'S IMNC NutLY,RD x-ADJ Q T,1FypN3;yAyAC luµ(p(kID NFAOJ I / W/NUT® i2.0.C. LWAC NADAa RFD ilE.ID OYN4601C / OII;AEOLT.CF rA➢-o3.a.uuo-4Y OR +� "40 T,Cr uP-GRP�ucx-w OR / CF-TA➢-GRIP,CA[Y-N OR 10 GbnG A¢hco Awl/reF�E➢A'+ELWirE E�y,}tg/FaW.E➢ANEUNIE `� } TARCOfa,ZAWC NPILL'{RED 1 7 Conk aA W A.11 QIF FQR 5➢A!'WC (SEE SCREDfR£FOR SPAONG) M'CN6$ OTOO AL:LF TM-CR'P, -VAOF OR' (SEE SO4MME FOR SPARhS) Ah'CLLO�TFLIHF➢ARQNAIF (SEF SC/DMW FOR SPAO NG) SE0710N 0 ANCHOR WALL MOUNTING INSTALLATION BUILD OUT INSTALLATION BUILD OUT INSTALLATION SECTION 2 SCALE;J/B-- I• SECTION 3 SCALE:J/B•- I SECTION 4 smE:JAB• L- r MNm Uu �d�Q CENSF'•FAQ 7/6•x J/32•WING NOT i SEPARATION TO p / f.0. EDGE O/SUNCE ♦ Q•� y Q F2'O,C. E I W nNIS ED WALL GAS SHEETS 6 ON I•*16 E •: A 0Y/SPICCO) I '�-J > 'E OF 'a` Y NOTE FOR COMBINATION OF SECTIONS; 6 FAp (; �! �+ j gg w,, i I !/B.4.0-20 x-1 4' �_. �i VV , 1 POURED—`' 4 I �' J/J2'WIND NOT a VIALVFLOORICL71JNG MOUNTING SECTIONS CAN BE CONCRETE PQUR£D / >i OR CONCRETE 0-C COMBINED IN ANY VIA TO SUIT ANY INSTALLATION. CONCRETE 1 •' , j BLOCK WALL i OR CONCRETE + ,REQUIRED BLOCK WALL ' REQUIRED _j1- , / g �CO-I TAFCDV5.1.111 RED 11A , a OrT(<BOLt.CF TM-GRP.CAL W OR ELCO VAW FE/dLE➢ANELAUTE I / cant. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) SECTION 0 STUD A1:.N0R5_ (51E 5CNEOtXF FOR SPACIC) c2017 IXTECD,Wa 0-050"BERTHA ALUMINUM STORM PANEL L.c (2.25"DEEP) DRAWN BY, WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION C O I C. 07126/97 SECTION 1 scALE;J/6-— I SECTION 2A sc E;J/B LIE EASTERN METAL SUPPLY, INC wTE M 116E If7:ST ROADS ORNE PLLIT TESTING d ENGINEERING coYPAHY WEST PALM BEACH,n.,M407 17-096 amN0.x4.51.Sre.W,r.RGxA CAAML4 n yrea PNO71L(561)209-W6.x FAX"(56I)64I-1716 NOTE T DETAIL OF S£C77ON®STUD VALID ALSO FOR aoanrno+ DRAWWO NO WALL MOUNTING INSTALLATION-SECTION 2(TOP) EB-DOD6719 �'•"'" _ _ WALTER A TILL?J-P.C_ _ SHEET J OF!1 FLORIOA'U.: 44167 rAPCdVS,7M4c HMV! TAPCONS;6YK-w CR EECO�V4 7 0 tYUYG NOT ONLY CF 7/I%ZU C M 1 O C-L FENNE FAMUMTE AtKS10RS \ FAVaA F AhL'EXL".gS l .\, APPLICABLE Ar (SEE SCXLD(W FOR SPACM1) C.O, (SX SOLgXW FOR SPACK.'OJ E•O. MALE PANEL"'v,N¢ r ck f a'0-20 S,G MACNtN£ \ B/OLZ P!/NUT!a{vA$f1ETi r E 0. SEE SCNLDULE FOR (i7(K-IM ALL ARS SOLID-SET CR f O 71'Q G POURED CONCRETE i \ �1 I \ ELCO MALE/r PSPACIN 7E Af1CNOR5 _� I R£DURm =L —y \ POURED corfEz£ \ (s£t scNmuLE sPAcwc) \ 1 1°' ! \ REQUIRED POURED CONCRETE RECUIRED p \ I LOKCR p \ ALTERNATE --� OR CONCRETE ?' I �!< i �;Z LEG LOCATION I BLOCK I S 1 —SO Con4 9 conG 1 t//a"0-20 r„ 3' t30Lr5 W/ t"MWDMUM j V 7'd6NUAUM I W J/J2"WING NUT 41 i SEPARATION TO N 12'0.G T W 1'M0JlMULf CLASS ; W SEPARATION TO SEPARAOON TO I .h.. 7 d'MINIMUM I °] GLASS 1 1 ( A I -N SEPARATION lTf 1 ' 1 cLAss i i I 1/a'0-20 ij p VNIG ur®ALIMARTE 1/4'0-20 x J LEGG LOGiT/OtI g Cone ± •r J/J2"WWG B0L75 f7/7/B!x I' I �.✓///J / / 0 12 0.G P-1.Iwo NUT® i 0�RE�f . !T'Q G i i I CortL I POURED p \` I OR CONCRETE W / I CONR7E7E 4i - _ a B j BLOCK WALL i I OR CONCRETE j CcnL REQUIRED BLOCK WALL REOUIRm - . ,1 T l ]r�. 1 ! fi/ /.f F',�' f 1 ice/'/*./Pf'�i//� .rfs/✓.''fftlf i'`1�1��-r/i�jX.'a/ /J`r CALK-W.ALL POINTS SOUO-SET OR-1 1 --f/�R' ELCO M iE PrWEfMATE ANCHORS dfPOtR Q CPKGY.EtE� � � ALE/PEAL{ R="CtaP.ID !)( •A (+ECUaED i i (SEE SCHEDULE FOR SPACING) TAVCa6,TANAG NASBL FED H.A�` 1 1/s"0-10 ri IIACH/NE /} J 1 / OrK;1Bb-r5(Blau pA'LY),CF lIP-GP1P BOLT W/NUr do IYASHER TAPC&M CALA'w OR ELCO A4YF�/T I, rAPCCf,'Ell(-w OR LLCO,NeLE'//`� / CALK-Pl O.q CLLO 4f/L£/fLNA1E O 12"Q G IOWLE,Fwawrr AXCnORS t--E 0. 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M.) - SECTION 5 SG11E;J/8"= t INSTALLATION - SECTION 6 INSTALLATION - SECTION 7 - SECTION 8 SCALE.3/8'a r" SOUL J/B"__-t' SCALC:' �l+l,,Ib�,�,' ,till �(��• "'�(T' •SCREWS USED Ar ANCHORS MAY 8F 1/4'0-20 S/D£ i ii% s EN �`•✓��= BOLT W/&OR r/40-20 TRUSS NEAO BOLT I'U1NIK(UI/ 1 r ,1 c_ •�C S 7 /® ®- SEPARARON TO I � ° GLASS ( ` 4�T •SIDE WALK BOLTS ARE 3/4 CxJ/J2'TNlCK •' HEAO tuCWNE SCREW W/LENGTH AS PER NOTES AZ 1 &8.2 E.D. _ EDGE DISTANCE (SHEET IJ. cant BOLTS (SEE SCHEDULE ON `'%052 OP , MACINVE SCRETlTRUSS HM T CEAGTH ASARE Oz118-THICK HEAD Pt77 NOTES AZ& oo.W?NG NUr G SHEET 6 S 7) /12 D.G f0?'���iJi es(SHEET r) if.ODUr(I II r1 O00% / NOTE FOR COMBINATION OF SECTIONS I / WALL/FLOOR/CCILING MOUNTING SECTIONS CAN BE FLORIDA BUILDING CODE (Non Nigh Velocity Hurricane Zone) UPCONS.CAUL-w OR¢CO ruLE/_/ �_E D. COMBINED IN ANY WAY TO SULT ANY INSTALLA770N. �f�°OLW FQq SNOW) / C2017 7XIEw,INc. 0.050"BERTHA ALUMINUM STORM PANEL L.C. (SEE uHmuLE FOR sPAavcl POURED CONCEEr.--�` (2.25"DEEP) DRAWN Br. REOUIPED 07/26/17 FLOOR MOUNTING INSTALLATION r EASTERN METAL SUPPLY, INC wrr IE O 1NC. 4268 Kzsr ROA05 DRNE - SECTION 5A SCALE.3/8•- TTLLN'TES77NG&ENGINEERING COMPANY WEST PALM BEACH.FL J3407 6.AS RY.J61A SL S.Jo;N..b'NAtw R M166 PHONE:(56 t)209-826J,FAX'(561)841-t716 I7-Ogs F#ae;(Jaal6rr-rS]J.Fu:(Soy6rr-rslr DRAvBTTC No - m-0006719 '- WALTER A MLIT Jr. -C- -- oa tsw. TAm/r - - SXLFr[ OF 74 -' '-- - FLOWDA Lie. 44767 POURED CONCRETE \ {( POURED CONCRETE OR VARLES J'({ 11 OR CONCRETE BLOCK WALL CONCRETE BLOCK WAIL \ MOx. REOUVED REONRED \\ 7 POURED CONCRETE OR 60 x 3'x,D93'-t. f-. OR i{ CONCRETE BLOCK 6063AT6 ALLOY t2 Mum.ANGLE �NLRETE OR � I WALL REOU1Rm � tgrM ANCHORS®77"O.G J CONCRETE RCOCK { 2.500"W. `+, r IVALL Rm[ARID ` �{ ANCHORS 2.500 r- A dr;�-CONCRETE a r/a caP �!i ss 4 \` 1'f\\\LT - m 12O.F VATB¢�J' L J k { l �!------{/�\�) pl REOU/RED ALWAYS._._/ =LT ' M i __- A6 ! 2 \'/pa®ORO 7.000' _ W L z O O O \ ^�\ OR (j OR s OR 9 2'x Z':A55 ALTERNATE LEG LOCATION 1 ^ 2'x 4•x•R5' 2'Mo. \ TO 2"x 5'x.055' 3f05-Alf OR 606J-T6 ALLOY ,y \ OR Cone.Al.-ANGLE OR Coat Mum.ANGLE /! / _ - _._^ �._ "-0 OR.080'Jr05-HI54 1110 't SHEET uErAL Mum. IV • 7/4.0 act 4'x 4'x.D72' BE PLATE 0 24 O,C. 3fG5-H14 OR 6063-TS ALLOY 111111, W/JAClWUT Coat Al-ANGLE Ut CASE A [P/an) CASE B (P/an) CASE C (Plan} SCALE f/4'= 1' CASE D (Plan) SCALE 1/4"_ 2" SCALE.- 1/4"= f" , END CLOSURES DETAILS SCALE. 1/4-= 1" MAXIMUM A.S.D. DESIGN PRESSURE RATING (ps.f.� AND CORRESPONDING MAXIMUM PANEL LENGTH "L" ° GRVF 1 G°N1 A1; BLOCK WALL ©(OFCN POSrRON+) PoTlR£D LONCRElE 1.50 7T SCHEDULE FOR A GIVEN PANEL SYSTEM 20URED . .� - ,� OR CONCRETE 1110 K F (REDD) WCON ANCHORS OR WALL RMURED ` MAC ff..PANLZ LENGTH ALL PC/M SOLD-SET L(R.) (sEE SCHEDULE FOR sPA/iNG) rF +Q'QjE:SNAP cAP(r� PFrE55P.-f) '- REMAIN CLOSED AT N0N (P-S.L) I / O HURRICANE CONORLONS, /AOUNRNG W/ MOUNRNG W//� WALL MOUN Y WA/ COM ��� �y h'HEADER T'HEADER�, COIAPONENT�J R +30.0, -30.0 12'-11' 12-17 12'-I I" �• / ( t W -J f'MN/MUM { - � +30.0, -35.0 12'-1T' 12'-11' 12'-T 1' 1•MINIMUM , may.. ' ro GukssN i !1 i71'c°rfr. r 1 SEPARARLW //\'TJ +35.0, -40.0 12'-0' f2'-0" 12'-0' TO GLASS / 7/B'x EA_ NUT,0 F / EA STUD +40.0, -45.0 11'-2" T 1'-2' 11'-2" POURED +45.0, -50.0 10'-7' 10=4" 1°'-7" CONK / a CONCRETE OR ' CASE E (Plan) CONCRETE °LOCK WALL +50.0, -55.0 f0'-0" 9-4' 10'-O' T/IW/. I �I REWIRED /.e` / SLUE 1/4'" T• POURED CONCRETE j. 1 SECTION @ STUD (OPEN POSITION+) OR CONCRETE B& / +55.0, -60.0 9'-7' 8-6' 9'-7" / WALL REQUIRED 'J / ' ` TYP. TOP/BOrrOM +60.0, -65.0 9'-2• 7'-9 9'-2• TAPCON ANCHORS HOR ��/ALL l�.l CONT. b(OPEN POSITION jyt n• Y./ (SEE SCHEDULE FOR SPACING) +65.0, -70.0 8'-9' 7'-2' 6'-9" �1 �•`. CFjij _ +70.0, -75.0 8'-6" 6'-e" 8'-6' SECTION 9 WALL MOUNTING IAWALLA Z 7•'• FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 1 : N0. * ;*Q 02017 ZX=0.INC. 0.050"BERTHA ALUMINUM STORM PANEL L.C. +75.0, -80.o B'-2' 6'-3' 8'-Z" SCALE; 3/8'= 1" `*i ; (2.25"DEEP) DRavN er. sCRE OF 07/26/1 7 NO MINIMUM PANEL LE1407H 15 3"-0' QP ' � C EASTERN METAL SUPPLY, INC 07D �. OF1....:' ►Y 1 E O INC. 4268 WEST ROADS DRNE icY(Q Ay T TESTING$ENCWEERING COMPANY WEST PALM B ACH,FL 53407 17-096 4 x/c]¢m Sr_sa RS eAK*�crA:9�n S]r65 PHONE,.(560209-B26J.FAY:(56TJB41-i716 (]07JE7!-ISIO.fc.:(JW)871-A O.a _ DRRW7T,6 No_ - LB-WO5719 ue". omntts ¢ere orzwmo. mrr WAL,TER A-r¢UTh.-P.E. _ __ _ r_ _otn rs-oa-- ]/Syl s yI7 5 OF'14 -__ FCOR16i tic f4f67 nns scnmur WwuTEs R£OULPED ANCHOR SPAY (ifAXIMUM A.S.D. DESIGN PRESSURE RATING (n s f J AND CORRESPONDING dfAXIMUM ANCHOR FOR A OhTN AS.D. -ff LOAD AND PANR LIDW £ D. m EDGE DISTANCE PARa a v£RJ FOR As� SPACING SCHEDULE FOR INSTALLATIONS STALTIONS INTO CONCRETE AND CONCRETE BLOCK STRUCTURES.* SUJmUL£ON SHElT 4. MAXlMU/A MAXIMUM ANCHORS SPACING FOR E O. =3 I/2'" MAXIAIU.V MAXIMUM ANCHORS SPACING-FOR E.A=3 1/2- APPUCA8IE TO MAIORAJ ASD. APPLICABLE TO BMW ASa PDESIGNRESSURE TAPCONS R�c GYNA.cOLT GIX-cJ SOLID-5CT PAN£LALUES CF TAP-GRIP SE COArBJM1AT/Oh LENGTH PRESSURE IONS I& PANEL DESIGN TAPCCNS REO NR OYNABOLT �L'r-w SOLID-SEr PAItELdwTES CF ltP-CR/P SEG7LON5)S PANEL RADNG ANY COMB/NATlO LENGTH (c s( m 7a Ta 1 To ro To ro ro To ro ro ro OF THEM t'(tLJ To TO TO ro ra ( ro ra t0 ro 70 ro i l0 of THEM t"RABJI, caN..R£Tf!DASOJdtY CONCRETE,$UUONRY COMRET£�✓ASONRY MVCRM MASDMtr CONCR£TE�M3MNRY CONCRETE L616aNR/ (P.s.L) roNCR£rL NA50MJY CONCRETL`y MASo.V.RY CONCRE7E'I JGt5014P]' LR1rRElE�MASOPG+Y ro;A7JcTE MASaNRI' CONCRETE i MASONRY 12" , - 12'++i _ 12- I _ _ _ 72" j - 12- - i (TOP) 12' - 11"++ - f2" ' _ _ _ 12' , - 10' - 7(TOP) 12" To- tT'++� f2' 72- B` 72- I 12- 72- I 12" r2- JIO 1/2- I.9�(BOT70M) 12- ` 6- 12-"1 12- 12" { 5- 12- � 12- 12" 12- 11 f/2-116 712' 1,9+(807TO.M) 12- - T2"++! - 12- 12- 12- 12- 12- - 12' , - 2. 9+(TOP) 12- 6• 1T-iH TV 12• 12- 12- 12• - ff 112-' _ 2. 9*(TOP) 12' to" f2-+*+( 12- I2" 6- - - t2- 12- 12- ITO 1/2" 2(80rroM) 12- 6' IZ-' 12'T IZ' i s• - j - Ja' I 12" T7 1/2"16 I/1" 1(807Ta'J) 12" j 10' f2'++3 12- 12- 8' - I - 72- ' 12" 72' 10 T12- 24(BO7701-) 12- ' 6- 12-++I 12- 12- i 5' 12' 1 f2- 1t 1/2' 6 r/2- 24(BOTIDMJ +J5.0,-40.0 12' I - 12-++] - 12- I _ _ I _ 12- �� - r2- I - 3 ++y -d 4(TOP) 8'-a- -.MO,-40.0 12- ( - 12" 12- - - - TV 4 - f f 1/2" - 3 h 4(TOP) OR 12` I to- T2"++1, r2- 12- 6- - I - 12- ( 12' 12' 110 112' J(6077104f) OR OR 12" 6- 12-++l 12- 12- ; 5- - I - 12- 12" 11 1l2'16 f/2- 3(80770-M) 10'-O' LESS 12" f0' 12-+l 12- 12- 8- - - 12- + 12' 12- (10 112" 4(BOTTOM) [E55 LESS 12- 6- 12"+j 12- 12- 5" - j - 12- 12- 17 112-16 1/2- 4(60ROM) To r2- i _ - i - rz' - 12- _ s(roP) 12- 1 - lz'+3 _ 17'-- - - - - { f2" 11 12- l fa' 12-++j t2- I2• 8- - I, - f2- f2- 12 to 112" 5(BOTTOM) 12" 6' 12 12' 12" 12` 5' - ` - 12" 12" 11 1l2-�6 r/2- s(BOTTOM) 12- - - + - 12- - _. - 6(TOP) to- I - - i - 10- - - � - 12- - - 6(TOP) 12- - .- i - 12" _ _ I _ 12• _ _ _ 6(BOTTOM) B' - -' - B' - 6(BOTTOM) 7f' 1 _. If• _ _ _ IZ• _ _ 1 _, 5A7B07pOlA) 7' y _ _ 7• _ I _ 9 1/2' _ - I _ 5A(BOITO'A 7(7OP 72' - - j - 12- 7(BOTTOM) 7" - - 7' 7O' - 7(60TTOJJ) - - _ 12" 6- 12- 12- 12` 1 12- - - 8(TOPlearra) - y - - # - 12- -- 12" I 12' t2- 1-, - � -� 8(TOPIBDROM) 1z' { - rz'++f 12- 1 - - - 12- - 12- _ 1 (TOP) + ONLY TAPCON ANCHORS OR ALL POINT SOLID-SEr ALLOWED FOR MOUN77NG SEC77ON 9. 12-+1 12' T2" 1 6- 12- 12- r2- 12- 12- 18 1/2- 1, 9f(BOTTOM) ++ ANCHORS SPACING ONLY VALID FOR ZAMAC NARIN. 12' # - 12'+_j r2- f2' I 12" 12" , 12- T2' � - 12 j - 2.9t(,rOP) • I tj1 !!A'�Ii SEE SXEfi7 8&9 FOR ANCHORS TYPE&SPACING /I P.'( p 12' y 8" t2" t2' 71- { 6- - , - 12' 12' 12' 8 1/2- 2(BOTTOM) FOR WS7ALlARONS WTO W000 FAAME B111LDiNCS /�1``� J/4��s \ 4 w w 12- L 8" f2" a 12- 12' t 6" - - T2" 12' tY 8 1/2" ZA(B0T70TA) « MAA7MUM ANCHOR SPACINGS ARE VALID FOR J 1/2'EDGE L7JSTANC6 \ 1.0 pr T IiI i FOR E D.LESS THAN 3 112'.REDUCE ANCHOR SPACING BY :\\\\�Q J`7G�Jc••••. +JS.O,-40.0 12' 1 - f.2 - 12- 1 - - I - 12 ; - t2' - 3&4(TOP) MULTIPLWNG SPACINGS SHOWN ON SCHEDULE BY 1HE FOLLOWING \\ i t FACTORS.(Min.E.0.FOR CALK-U(ANCHORS&ELCO K p OR 12- B` 12"++ TV 12' 1 6" - - 72' i 12- 12- 18 112' J(BOTTOM) "W PANELAIATE IS 2 1/2'AND 3 1/2'FOR SOLID-SET ANCHORS). LESS 12- ' B` 12'+ I I2' 12' 6' - i - _-i2" 12' 12" I8 T/2- 4(BOTTOM) 7D'0' FACTOR `A•- f �\\\ ++• f1.' � - /2' � - 12' 4 - - 4 - t2' � - 72' 4 - 5(TOP) ACTUAL E:0. IANAC NZ'L/N �9Q''.•(•�R���''��\\\\ f2- j 8- f2-+l r2- t2- 6" - I - 12' 1P- 12- 8 1 2" s BOT70Mf TA-CON i ABATES -w sotto-5T cF rAP-aRrP n `�? /ONAV-I,► 12' - - - 12' y - - 1 - 12 - - - 8(TOP) 3' - .86 .75 .78 1.00I/1 To' j - j - 10" 1 - - _ 12' _ _ _ 6(BOTTOM) 2 1/2- - .71 .50 - .80 9- - - 3 - 9 f - - _. 72" - - - �7 pO.M 2. _ .50 - - - 9+ 9. k _ _ _ 12• ...•7(BOTTOM) 12 E 6' 12 !Z' 12' 1T - I - 6(TOPIBOTiOM) FLORIDA BUILDING CODE (Hon High Veloci(y Hurricane Zone) 02017 TA.E M Wa 0.050" BERTHA ALUMINUM STORM PANEL c.a (2.25" DEEP) ORAAW BY.. 071261f7 EASTERN METAL SUPPLY, INC DATE ME C O 1 w C. 4268 WEST ROADS DRIVE TILLMr TESnNG R ENG1N£ERINO COMPANY VluTr PAL-26J,F 11 561;3 17-096 NJJ Nr,]4!n Sh Jai V..Y.NA camas n MI66 PHONE (36I)209-8161,FAIL'(561J841-17I6 mom•:1JaJH7r-rSlo.J'a:(Jaa;cJr-Txn OR161N6 No ®-00067I9 '�� AIR �" - W.LLTERA nLITr Jr.P.E. aA l— MI -'J- g!L¢LT 6 aF 14 FLORA-LTc. 44167 ITOS SCNm(R.E ArCAIES R25061'O ANCHOR SPAc2a •� FOR A GNEN ASQ OESTGN LOAD ANO PANEL(ENGTN. MAXIMUM A.S.D. DESIGN PRESSURE RATING1p.s.f.) AND CORRESPONDING ,LfAXIMUM ANCHOR HOWL NAX La PANQ LENGTH FORA RIVEN E. O. =EDGE OfSTANCE .=�, ASA OES01 LWO OUST BE YFWW AS PER SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND CONCRETE BLOCK STRUCTURES • SCN£OTRE OII SN6ZT i. �;�J �1/O �✓(��: P• NAXtMUIX MAXAIUIJ ANCHORS SFAC NG FOR E A=J 1 7-•• MAXIMUM )VA rMUM ANCHORS SPACING FOR E.D.=3 1/2'•• ..' / APPLICABLE ID M41i1!ILV ASO. '• •'7�.'AP L,FABL4 O'/(tiGYGli DESIGN TAPCONS ZAAff.0 NAtuV/ CAUC-eI SOLID-`��'F PANIIMA7E5 CF rAP-GRIP SECTIONS f& PANEL DESIGN TONS ZASIAc NA!uN/ C4LK.-W SOLD-SEr PANELMATES CF Lt7=G�JP�•'�!, +� �'& PM'EL( FRE35URE. RED HD.anav tr qNY COMBINATION LENGTH PRESSURC RED HD.OYNABOLT A 1 C'O fsffgRO.'LGVGjFT RATING to 3 to To 1 r0 TO � 10 TO RI to TO m to OF THEM ILI((0 PATIa 10 1 fo To I To TO 70 t0 i{ To To I To l�Zi��_i??RIE�J./��.•(ryj CONCRf7E MASONRY CONCRETE`M.(SaVRY CONCRt7E AWONRC CONCRE7E u}50.W CONCRETE MASONRY CONCRETE MASONRY CO,,,,6 WS01M CWICRETE MASONRY CONCRETEjIU4S&W CO.K'REIE1MASONRY CONCRETE)WSOW CONCRETE 12' I - 12'*l _ f2' j - - - 12- I - 12- I - I(TOP, B. 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TO +I5.0,-80.0 70" g 3' 8•++I 7- 1D' J' - I - f2' T 6 112-IJ t/2- 4(BOTTOM) i0 t7' ( - 9' I - 1I- I - - i - 12- I - T//2-i - 5(TOP) to' T 8•++i to- I - j - 12- - 6 1/2'I - 5(TOP) 11' 1 4' 9-++I B' I,- yI Y = - 12- I B' 7 1/2•1 4' 5(BOTTOM) 9' I J- 8"++I 7- 9- i J- = j - 12- 16 I/2' 6 1/2-1.3 I/2- 5(BOTTOM) 6- I _ f - 6- i - I - 8 7/2"; I 6(TOP) 6- - I - 6- 6(TOP) 5• _ I _ B _ _ _ 7- _ _ I _ 6(BOFTO.V) 5• i _ - _ 5• I _ _ I _ 6 1/2' 6(BOTTOM) I I I SA BO PDAf j i I 5A 4• 4' < f/1' - 7 BOTTOM TOP 5' - - i _ 5- f - - _ 6 1/Z'I - - I - 7(80TTOM) 4' I _ _ _ 4• I _ _ j _ 6- I _ _ I - 7(BOT70M, I - - I - 6' I - IZ' ( 12- !z• I 6' - - 6(TOP/BOTTOM) - I - - 1 - 6- - 12- 1 12- 12' I 6' - - 8(iOP/BOTTOM) FACTOR + ONLY TAPCON ANCHORS OR All POINT SOLID-SET ALLOWED FOR YOUN77NG SECTION 9. ACTUAL E D. ++ ANCHORS SPACING ONLY APPLICABLE TO ZAMAC tMUN ANCHORS FLOR/DA BUILDING CODE (Non Nigh Velocity Hurricane Zone) Z4U4C NA/L!N SEE SHEET 7&B FOR ANCHORS TYPE&SPACING FOR INSTALLAT7ONS INTO WOOD FRAME s2or7 ncrGo,a2. 0.050"BERTHA ALUMINUM STORM PANEL c.c. TAPCON /OYNJ90Lf CAIX-IN SOLO-sET cF rAP-GRtp BU20INGs ATruvArEs �e MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 7/2'EDGE DISTANCE. (2.25" DEEP) oRAWN sr, .IB .75 .78 1.00 FOR E. D. LESS THAN 3 112,REDUCE ANCHOR SPACING BY 0712617 MULTIPLYING SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWWG EASTERN METAL SUPPLY, INC WrE FACTORS. (A6R.E_D.FOR CALK-W ANCHORS&ELCO ' E C O 2 1/2' .71 .50 - .80 1 N C. 4266 WEST ROADS ORNE PANELMA]E IS 2 1/2'AND 3 1/2'FOR SOLID-SET ANCHORS). wZ37 PAW BFACK FL 3.H07 FOR THIS OPERAT70N TO BE MAD£REDUCED SPACINGS RESUL71NO FROM APPLYWG ABOVE TILLIT rEsnNG d ENGINEERING COMPANY PHONE•(567 PALL S FAX: 561)841-1776 17-086 2- - .50 _ _ _ uss Av.JSu SL.sv-Im rACNa r+Ama n_0 FACTORS SWILL NOT RESULT ON SPACINGS l.E55 THAN J'FOR ALL ANCHORS(EXCEPT FMn•:Ilown-r_Jo.r.fJ[416n-lair +4.5"FOR RED HD.DYNABOLT ANCHORS). EB-0005719 m iS-a« Mn DPAw7NC Na / WALTER A T2LIF Jr.P.E SNfET 7 OF-t4 FLORIf7A uo- 44167 CONCRETE ANC//ORS CONCRETE ANCHORS (SEE SCHEDULE) (SEE SCHEDULE) '] 1/4'max. CAP v 1/4'fAOx. GAP '�< o ! J POURED � CONCRETE { POURED 4i l J REQUIRED I 3 C-1. CONCRETE 1 I I REQUIRED� 2 Cant. 1 I I i SECTION B—B I I I I I I i I I I SCALE c 1/8'= i' n A 1 ^m cclass A 7 L STivG--' EXIS1A.ss c i I ! � lassS r'hr..sEPARarraN; i i w To cuss I G — 14B/6, 14A/6, r'nr,SEPARATION ; { h (WHOLE) (WHOLES) t 5,t 66J7 uss 15,1 sA/7 i To c BUT NOTCHED 1/4-20x 7"S.S. EA CORNER BOTTOM S 0 j SIDEWALK BOLT 1 I Ya (—SEE DETAILS 217, , DETAIL 217 SHOWN_ ` I 33 (WHOLE) 114`0-20 r 1'SSAKS. 4 B B INTERIORLY REMOVABLE 114'0 20 x 1'SsF4s 3 6 I C Y/7/B'0 x J/32" 3 3 4 PANEL Qr W/ "lN0 Nur m rz O,c I 6%1E11ALK BOLTS , 3 r }}� (SEE DETAILS I I t I 0 0 — (0 2/7, 2 14) CONNECTED POURED . I TO J iHRU CONCRETE h } 5/8 C HOLES AT 8 ® OR CONCRETE 6"0 0& BLOCK WALL C 1 I POURED J J N } FASTENED AT REAR RttiUtRfO '" I O RCOCRETE rF — W/7/8WJ132' l I REQUIRED o WING NUT 0 EVERY 2" SIDEWALK BOLT I OR CONCRETE ANCHORS I`—— .J75' J + 14B/6, 14A/6, (SEE SCHEDULE) 1 15,168/7 1 S.I BA/7 " CONCRETE ANCHORS r—— a7s' g ! (SEE SCHEDULE) Li 5 ...—CONCRETE ANCHORS (SEE SCHEDULE)— { 3 —^ C.M. INTERIORLY REMOYABCE PANEL.(Dwl- { �C,�' S/DEYIALK BOLTS EE DETAIL.2) {�,% 1r�Min, Cont CON TED TO THfiu 5/Et e HOLES AT"6 B 6'O.0&FASI£A£D SECTION t 0A SECTION t 08 AT REAR'o7/EV6e'Y e"OiT INTERIORLY REMOVABLE STORM PANEL WALL MOUNTING INSTALLATIONS PARTIAL ELEVATION Y �,,���'�a�Trcj-.� ACTIONS 10 SCALE. 7/8" y, JGENSF' ��?= srat£:J/B"= 1 Hp,4416T *g INSTALLATIONS VALID FOR PANELSCD USED JOINTLY �y/W INTER/ORLY REMOVABLE PANELS�1� 7�,. ATE Of .` "'� ��5.w',+�� 1ECa FLORIDA BUILDING CODE' (Non High Velocity Hurricane Zone) .'44. :2017 m &a 0.050" BERTHA L.G ALUMINUM STORM PANEL : (2.25"DEEP) 61 ORAw L Lns EASTERN METAL SUPPLY, INC 0712r7 LE CO ,N C. P 4768 PEST ROADS DR1115 TILLIT TESTINGR ENGINEERING COMPANY 1 7-096 eu6 nr 4ac+se.,ae sa rxxT awxHs n.v.se PHONE.• EST PALM B£AL74 FL J.T407 (S6t)ZO9-826,x FAT:(561J847-l716 Acne:(J4 J4 .ra•-(]06)8>.—t,]t �y ORAKINO Ho EB-0 EB-OD067f4 WA!1ER A DU1T Jr.P.0 aP rs-1w SHEET 8'OF-14 _, x FLDR/D,1 lic- 44167 \ CONCRETE ANCHORS CONCRETE ANCHORS LVtld7£TF ANC1f0� E D. CONCRETE ANCHORS E D• (SEE SCHEDULE) (SEE SCHEDULE L D, (SEE Sb/EDL2E J'+�I (SEE SCHEOULF.)`. I f.D. �ri POURED POURED POURED CONCRETE I{I \ POURED CONCRETE I{I CONCRETE I '+� R m i,l \ REQUIRED f0. L I ED. \ REOlAREO—.� i EO.T i CO. REQUIRED f0. -NCO. t { 5 Cone l I 5 Tri Cont ��5 C-1. SEPARATION i 1 j { I i >a CUSS I I T-Min SEPARATION i i �-t'-Min.SLPARADO.Y 1 1 m { i TO GLASS I 1 h I TO GLASS I W r"MDc SEPARATIN T TO GLAs5 T "Wyr DETAIL 2— WW w E 1 e € I 7/6'o r J132't; { I n 1 WNG NUr O 16 I w 7/5'o x J/J2' I EVERY S7UD I { WrNC NUr m I 16 i 1 m 12"O. WhvG NUr o G 1 I 7/B'0 r J/J2-'E EVERY STUD 0 , m 12'O.C. I ( O } I I C E 1 I 1 EVERY STUD I { fC NUT m/32' , m 12'O.C 7 I f,rcRr STUD I ( Cont. m 12'O.G ALTERNATE LEG I �� /</a / E07CE of N cocanox ! { Y e POURED CONCRETE 1'9,' STAB IF I =�,__= Cont. I I REQUIRED i l APPL/L:A&F / EDGE of %:•f /i�:/! /I I i /!�! SW OF A—LOCCAn7ON w I CONCRETE ANCHORS —! !f r--1 -•.' (SEE SCHEDULE)(. E D. /� POURED CONCRETE i.l T' SLAB IF ; / APPUCABLEi REQUIRED / Jt APORS PLICABLE s POURED )-s / I / CONCRETE'ANCHORS J^ _E.D. / { ~CONCREQUIRED CONCRSEE SCY Xai /�EO� /!�// //� /(II SCHEDULE ) 1 POURED //CONCRETE ANCHORS INiERTORLY REMOVABLE PANEL Q IY/ �' CONCRETE (SEE SCHEDULE) SECTION 11 A SECTION 11 B SIDEWALK 80LTS j�SEE OETNL 2) REQUIRED LED. CONN,7£D TO 6 HERO CEILING & FLOOR MOUNTING INSTALLATIONS HocEs ar(16)m 6'0.0 Q FASTENED SECTION 12A SECTION 12B RRERIORLY REUDVA&E PANEL , W/ AT REAR IV,'7/BbwJ/32'WNG NOT m EVERY 510FIYALK BOLT. S/DEVWJC BOLTS EE DETAL 2) SECTIONS 11 CONNALK B 7U 6 RRU IL 0 suLE:,/B ,- CEILING & FLOOR MOUNTING INSTALLATIONS ATLREAR f'/(1 71 oriilz TENEOr Tell- T/1=zo!'SS.RDEWAX SaLTS SECTIONS 12 m FVERr saF,YALrr socr. w/J/4 RonED 16 ? —rNrEamatr aEuova9LE Prw¢V Sc E:3/8'=t" 7NRU XEY 77D(E Q O 6'O.G IV/1/4=1C NUT AT AFAR Q '/B"_° SPA°18E INSTALLATIONS VALID FOR PANEL$t 1�USED JO/NLl Y wNG NUT'O—` E /I PANEL C s WITH INTERIORLY REMOVABLE PANELS. i,�1fl� - E �t� FLORIDA BUILDING CODE (Non High Velocify Hurricane Zone) E.D.= EDGE DISTANCE *, ; 97977 ALTELYI,INC. 0.050"BERTHA ALUMINUM STORM PANEL L.a CSEE SCHEDULE ON •}7[� (2.25" DEEP) o� - .1875 I \ I ; SHEET 10.Y 17) =1�'�, $'`AIF� 1 ,J� 07/28/17 pA EASTERN METAL SUPPLY, INC DATE. { -050"'k`7/4-HOLE o 6•ac NOTE FOR COMBINATION OF SEC77ONS: �� LS.Y••..........., ;. 1 L E C O INC. 4268 WEST R0405 DRYE �1� t IVESr PALM eFACH,FL s3toT DETAIL 2 - INSTALLATION OF f 4'rf' Z' SIONA`y _,n 7ESDNG d ENOINE£RINO COMPANY l7-D88 1 FLOOR CE7LING MOUNTING SECDONS ow BE y it ass xr sea sL s.s�wmw°4R'ENs n ma, PHONE:(667)299-816;fAC(36!)841-17f6 ,aSMEWALK BOLTS O REMOVABLE PANEL COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. a°>R7/F£�T!' 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ANCHOR TYPE (NOTE L1'2 E a FOR CALK-!N ANCHORS iS 2 1/1) SPACING FOR D16 OPERATION 7D BE POSrBLE,'REOU.SPACING OB MW USING FACTOR SNAIL NOT SE LESS THAN MMUULf SPACING(N=10 FOR EACH ANCHOR TYPE AT ANCHORS LEITaa 410 SS.TAPLti V.ZWAC MMUNOw 5.0, CF'TAP-GRIP,PANELMATE OR PANEUfATE PLUS FACTOR U1K-IN ZS' ACTUAL E D.REOTRAR TAPCON& ZANAC NAILIN.CRETE-11IN AIO S.S TPPCON PAN£UAAlE OR PANELNATE PLUS G7CK M SOUD-SET OF TAP-'RfP SOLID-SET JS' J' - .86 1 .IS 1 .78 1.OD IIcEQEI�I�� x CRETE FLEX 559 60' 2 T/2- - .71 .SO - .&1 \ I\L 2- 90 �v ,C...'ti'��l• -, REGTR MOCK AR TAFCON MOCK {.O' 1 !/1' O.JS - _ _ _ .,\\\�[_:T JC `.ti REGULAR TAPCOH IN CONCRETE J.0' t No.44167 FLORIDA BUILDING CODE (Hon Hrgh Velocity Hurricane Zone) csS�ONAU `; '�I Br A2017 TJLTECO.WC. 0.050"BERTH ALUMINUM STORM PANEL oRnm1 O7/26/17 r/► EASTERN METAL SUPPLY, INC GATE EC O INC. 4268 BEST ROADS DRIVE vain TESTING R rmowE£RMO COMPANY WE PAW BFALfC . .51)8 17-096 yv N�,JMx ic..sA Ja vxraca rNraq R.]irc6 PMJNF.(481)2o9-B26;FAA:(181)Btt-ITl6 Fdero:(10!)!lr-INW.fw:(XtlN1r-IS1r Acr> DRAW/A'6 No E8-0006719 _ _ _ _ _ - _ WALTER.A.RLClf Jr.RE SHEET 10 OF t! -n.OR/DA"CTe. 46167 7•x 2•:.125'@&1J ALUM.TUBE W/1/4.0 — LAG SCREn O 6,0. //4b uc sCREVrs s' G f Yd•0 LAG SCREWS 0 6" .. 1CRE Min- IV/t 1/2•110.TNRtiV1ID 1/4-0 LAG SCREWS @ _ t/4'0 L16 SCREWS @ !O.C: Ari+c PEN£lRATON 70 EXISTGYC 6-as W/r T/2•TUrt. 6"O.G.W/I IA-Ar. / - rxREADm PENETRAIKON P ( WOOD HPADER THREADED PENETRATION TO iHRFADED PENE7RAwil TO _ JIHR&fDED Pc7VETWiT/0N TO DaSTIN,G,yam HE�� / # i OUSl1NG WCOD HEAD&2 i 1. 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INS7ALRATONS ARE ONLY VALID FOR MAX AS.D. DESIGN PRESSURE 1' ?*,4`` RATING UP TO+65,0. -72.0 psf AND PpNEL'S LENGTHS UP 70 9=0' d ��^ OF 2. FOR WOOD FRAME CONSTRUCTION: WOOD MEA16ERS TO BE -+,—�7 Cont ,A � SOUTHERN PINE No. 2, W/SPECIFIC DENSITY OF 0.55 OR EQUAL T '� ORIDp�''�'c'�.` Lr/4b LAG Sown O 6- S:n3,�`� 0, '2'r 4_FL4 O-a YV/1 1/2-A/i .sr�e✓:1¢Rf FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) •1 REDUIREO 111R 00 PENETRATION @ MODIVTDTH OF PLATE NOTE FOR GOMBINAPON OF SEC1tpNS• s2017 MTECO.me 0,050"BERTHA ALUMINUM STORM PANEL cc t - i IZ•25"DEEP) DRAWN BY, MOUN77NG SECTIONS CAN BE COMBINED ALTERNATIVE 3 IN ANY WAY TO SUIT ANY INSTALLATION. 7126117 EASTERN METAL SUPPLY, INC1NC DAM ��� STEP WEST RCN05 O M4 mur TEsnnG S ENGINEERING COMPANY WEST PALM BrACW,FL6 f7-096 eTb n�,.tr a ra m.vxmw ck.+o+S n.nls6 PHONE:(551y✓09-P26,;Fw.T.•(51)81J841-7716 sr<m:(Jo)m-Tiro.Ttv=(]m1aTl-r0rl 0®a-m l—.6/Ia+a.w tt_:v a fm+ urrSHEOEPTA WIT OFNo EB-0GD67f4 WALTER A. ✓.4IP.E L .FLODA f{. 1/4'P LAG SCRESYS 0 6"O. 1/4'0 LAG SCREWS 0 T/4'6C.LAG SCREWS 0 C[Y/( T/2' TNxEAO£Q F J/4"0-20 ELCO 7HREADEDIPENETRATION THREADEDWPEAFTRA770N, - PENElRAMfl TO EA=1JG WOO matec//de TO EXSTING IMOD BEAM. TO EMT=WOOD BEAM RFAD• PANQMArE®72' F1 C"L O,C.0 I 'x 8' Nm.J EX1576NG © 9((7PEN PowrIcH'J WOOD BEM!REWARID. WOOD B REQUIRED. 0 IY/1 7/8'LSn. 1 ED�ED ( EQ-,-EO R UIRED. Ili 7/4"0-20 S.£8CLJ5® PENEMATUN { I -0 !AG SCREWS 0 STRUCTURAL ADEVa4CY STRD GEAUUCTURAL NG AWOOD BEAU {j F2"4Q aAW/I.'Uf G-7.OIQIER I —6'O.C WA 7 7/2`Aro, 10 BC COF RENR77F/E0 TOF p BE 77NG ED BY I ' / ) i,• t r r THREADED hENETRATtAY REGISTERED ENGINEER OR > 0.250- TO EXIS77NG WOOD REGISTERED ENGINEER OR I _Max. L: - I 1 i HEADER. SHL RTLR YISTALLARON. ARCHRFCT PRIOR 7O OSOO" —r 3 I CONT. ; E, O SHLInER 1N57ALLIROM 3 O Z' 2 I i j =Imov fffwER r Ell , 9nL I 1/4'O-ZO x 3l4' p 5 0 REOLWW T a WOOD HEADER ` 1 ��. t a 80L75 AY/7/8 x W I Cent 1"M7iffuum , o REQUIRED ! o i { y - J/32'eC NUf m _ r = WOOD HEADER j 0 J2'O.G.®(7� I I� SEPARATION TO j �REOUIRED W l'MINIMUM d 0 6'O.C m-(,21 o S�ARMNIIJU1 TO 1 2 CLASS r 5£PARAAQN TO .r 1'MINIMUM ° !' GLASS 1 W CLASS 1 'r ? 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THREADED PENETRATON. 0 17'0.C 0 24'0.a • I/4'0-2D S S BOL75 0 REQUIRED '-IZ O.C W,NUT R Y.itSHER T WNIMUM 1 ALTERNATIVE 1 ALTERNATIVE 2 1T cona i•-SEPARATION 1'r 4'r.125"(M,'u.) , TO GLASS �s -6o6J-75.vam.TUB,-(Cant) 1 GOY7• CEILING & FLOOR MOUNTING INSTALLATIONS ^(2) 1/4•a LAC SCREWS a ALTERNATIVE 10 7 EACH STUD(womsTH OF I TYING NUT'0 STUD.2'lffn. THREADED Ep - r FA S7L/O SECTIONS B SCALE. NOU ALTERNATIVE 9 �p RAT 0N�v0 EXISTING E0F1 - •fig:srwP caP Q ro ��,y,P�'�``,r ... REMAIN'CLOSED AT N ,a V �``•'•"T _ WALL MOUNTING INSTALLATIONS WOOPLAS \ HURRICANE CONORONS 167 SECTIONS A s=,-: 1/4"= 7' REQUIRED �(UI'£N P0SIT70N ' �k a 1 '� `�TE OF �• SECTION ® STUD TYP. TOP/BOTTOM NOTE FOR COMB/NATTON OF SECTIONS: ALTERNATIVE I 1 `s`S/�Iyp1,E�af�� FLOOR/PALL/COKING AfOUNTING SE077ONS CAN BE '��'�9AI/IAFFII r COMBINED IN ANYY/AY TO SUfr ANY INS7ALL770N. INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FLORIDA BUILDING CODE (Nan Nigh Velocity Hu one Zone) .12017 MIECO,Ins 0.050" BERTHA ALUMINUM STORM PANEL La NOTES: (2.25"DEEP) DRAF'N BY: 1. INSTALLATIONS ARE ONLY VALID FOR MAX A.S.D.DESIGN PRESSURE 07/26/17 RATING UP TO +65.0, -720 psi AND PANELS LENGTHS UP TO 9'-0' rr EASTERN METAL SUPPLY, INC DATE_ 4268 IYEST'ROADS DRNE 2.FOR WOOD FRALAE CONSTRUCT70N:WOOD MEMBERS TO B£SOUTHERN 7/[ui TESTING S ENGINEERING cONPANY IYEST PALM BLACK.n.aW07 17-096 PINE Na. 2, Y//SPEC""C DENSITY OF 0.55 OR EQUAL. Wm r<�,,law sc.Ja.JAT,fRC.0 efwwm R,.urea PHO.YE[561)209-816.;FAX(56i)B47-1716 F�:(JJJp7r-rar6.a.:(Jw)an-rsJr �� f:RAWWC No FB-0OD6778 - Ifi1 - Fo MA.Li1e.17 44 157 - m ra"a•• SKEET I2 OF 4 3 - 1/4b LAG SCREWS O 6' y - O.C.W/11/2'MUL - tt 714b LAG SCREWS ®6' ;, NRFADED PENETRATION TO 1 1/2-Am IJJ EX6DNG WOOD HEADER THREADED PENETRATION TO T5O' 3 D aSDNG WOOD HEADER. `� I Q3 Lbnf. WOOD HEAD& REQUIRED 1 o WOOD HEADER i 3 REQUIRED I t ,{ SEPARATION tl i 2 TD GLASS 2 r^eGh. I SEIARA sN 1 1 �x EExr�S�T DETAu z/Is� I TO CL 4J C[ASSNGJ Jl<� I T W 1/4'6-20 S S y EX/SR.YG1 , '0-20 S.S. I BOLrs fC,YlAA5555 ^7/6'0+J/32 Is W/I BOL 7 IWNG NUT Y�8 7/e 0 r 3/JZ' 14'1NG NUT ®12'O.C. B 12'0.a GbnL Lvf2-' f 1 4b LAG SCREIVS \\ 't 4b LAG SCREWS O 6' a 6'O.C W/127/J2' \ I/Z'MfNL Lrb.PENETRATION m ,,offTHR 'FLA AVDWWD HD OF PLAT 7A7N® 2'r a'PLAT M/DW/DRI OF PLATE. FUIRED REQURED 1N7ERIORLr REMOVABLE PANEL© W/ , 'q`Lv`F •�'V•'� SIDEM"BOLTS f(SEE DETA2 2) ,. `:•�apM 9=• CON TED IO 6 7NRU 9/Bb ���• �••�••� e HOLES AT 6®6'O.0 dr FASTENED ' AT REAR VT.7/6 OXJ/32'f4WG NUT' • 67 •: ALTERNATIVE 12A* ALTERNATIVE 12B* °E�Rr - 6i�►iE OF WALL MOUNTING INMLLATIONS SSIO...... SECTIONS 12 *VALID FOR Max. +63.5, —63.5 pst. '!'•�tisiif/+7�T� SCALE r 114'= 1• A.S.D. DESIGN PRESSURE RATING. INSTALLATIONS VALID FOR PANELS n USED JOINTLY WITH 114T£RIORLY REMOVABLE_PANELS f INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) T2017 MTECO M 0.050"BERTHA ALUMINUM STORM PANEL La (2.25" DEEP) OTUWN BF. 07/26/f7 EASTERN METAL SUPPLY, INC a4M LE C O 1 NC. 426E WEsr ROADS DRIVE nL[?TESTING Q ENGINEERING COMPANr WEST PALM BEACH.FL JJ407 J]—Og6 63"Hr.]sw se,41w]C!m—wroam TL.vles PHONE(361)709-826],TAF:(36f)841-7716 fk. L]asl�r-,—.I:wrw'-ra]7 EB-0006719 y�nn nrs rc-vsnu• - DRAWING No. - WALMR A mar A.P,E- _- MD r-��•• rr�• FLORlCM Lk. <4767 SFtEfT TJ Or N um 7/40 SS LAG SCREW 1/4 0 S.S LAG SCREW //j1G�A•17wTy.`_ a 4.O.C.w/f 1/2-ON. a 4'O.a W/1 1/2'IJIK / 444 THREADED PENETRATON 'F TO HOLLOW C TRACK' MAY ET AT(ACHfO THREADED PENETRATION ��//S ✓ =. TO HOLLOW CEILING AS PER DETAILS SHOWN ww 4-+e'(Mvc)EXISANC ON ALTER��L4T(VE 9A, SHEET }J. ` .�P,•'�••,•• �, 7 •x B-(�.)EXASIL¢G— CEPVS". P--E ITCOD BEAM REQUIRED. STRUCTURAL EQ. E WOOD BFAtI REOU/REO. ` E •�- ADEQUACY STRUCTURAL ADE01l/tLY ; •. OF D05RNG WOOD OF EXISONG WOOD BVAI TO iL C£RTi w BFAe TO 6E CERTIFIED BY REGISM&W ENGINEER ,�E 1/4 0 S-S.LAC SCREW BY REGISTERED ENGINEER a 4'O.C,W 7 f 2•MIN. 0� OR ARCHITECT'PRIOR O.C,W/I 7/2•MIN. EQ EO-. OR ARCHTECT PRIOR TNx'EAO£O PENXADON ii1 7O SHUITEF/NSTRLLAT/ON.�-I'> 3 7t/HEAOED PENETRATION i TO I/40 S5 UG SCREW SHUTTER RISIACLAT/OK ;o.2s- I 1 o2s j 025 �° r.��R10@ Cone o C-1. 1 ( (on { m m j SEE SCH£Duf£ � o EX/SONG� SEE SCHEDULE ; } p lS7/hi sr-,SCHEDULE: ; ' ri FOR -Z! Y GLA55 FOR LSe. ( i G r { S�p� , SEPARATION W [[�KT577NC-, SEE SCHEDULE 2S sEPAR,iTWN I W TO GLASS I GIASs FOR Mn. J t Iv TO GLASS O 1 1 o� W i 3/4Lt I I { t i I aErArt z w { ` I 7/8•o J/JY a ff Wwc ft 7/8.0 x J/J2' 7/'axJ/J2 J132* It=NUT'a NYC NUT a NUT a WING NUT a Z Y / EVERY STUD @ VERY STUD 7 EVERY STUD O Z SWOO.r- a rz,O.G cL Y�$ O 12.O.C. C-L / { a f2.0.C. 10 10 , ALTERNATE i ALTERNATE Cant- Con(.-� A� LEG tOGtn0' {-CEG LCCARON I.123 I 1 t.r73 f ,a. L 72I : I _ _ _ _- ' I t!E 2-x 6• 2'x 6• 2' 6- •i —WOW DECK —WC00 DECK EC DEa 1 2• 6' r-1 J RELU/RED .-1•�, RfCV%?ED TIRUIREEC N REOWRED K INTERIORLY REMOVABLE PANEL(D W/ l INTMORLY REMOVABLE PANEL(2)W/ 1 ! 11410 LAG SCREWS a 4-a.C.fIDEW�601TSAEF DETAIL 2) _rf S(OE U(60LTS,(,SEE'DETAIL 2)_i — 1/4-o LAG SCREWS a 2'O.C. W 1 /2"Al/N.THREADED PENETRATION 1/d 0 LAG SCREW a 2.O.C.O /40 (AG SCREWS a 4-O.0 CO.VN ED TO 7(,ji rHRU 5/6 0 IY/I 1/2'MAN.THREADED PENETRATON / / W 1 1 2•MIN. THRWLD PENETRATION CONNF TED TD t IHRU 5/8"0 f / / HOLES AI 1 O 6.O.0&FASTENED ROLES AT it a 6.O.0&FASTENED W/1 1/2'WN. THRE40EO PENETRATION AT REAR Il 7/8'axJ/J2'IV/N0 N(!f AT REAR W a�SJIlEi•MLK BO T a EVERY S/DEWAX 80LT, ALTERNATIVE 13A ALTERNATIVE 13& ALTERNATIVE If ALTERNATIVE 149 CEILING riC FLOOR MOUNTING INSTALLATIONS CEILING& FLOOR MOUNTING INSTALLATIONS SECTIONS_13 SECTIONS 14 SCALE: 1/4'- 1' SCALE. 1/4'a I' 4 fiber- r/s=z0xr-ss,srDEWA(x anrx w/1/4•scarrTD HEAa,nn0 zo 7HRU O KEY REWY 6-a 1 THRD KEY HALE 2 O 6.OG 74'x x J/J2' W/7/e-20 mrr AT RFNt t NOTE FOR COMBINATION Of SEG7)ONS.• /EVOYABIE o Q NOT b—; �,-i 'a Ft00R/CEILING MOUNTING SECTIONS CAN BE INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. I ( I FLORIDA BUILDING CODE (Non Hlgh Velocity Hurricane Zone) \! E NOTES, 020r77XTEm R(c 0.050"BERTHA ALUMINUM STORM PANEL La T. INSTALLATIONS ARE ONLY YAUD FOR ASD. DESIGN PRESSURE'RATING (2.25"DEEP) DRAWN or ( UP TO +65.0. -65.0 ps(AND PANEL'S LENGTHS UP TO 9'-0", 0712b/17 t C EASTERN METAL SUPPLY, INC CA Fr-- .0s0• � tz�HOLE o 6 0.0 '� E OO INC.2 FOR NEW WOOD FRAIAE CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN 4266 Mr ROADS DAVE PINE N0.2 Y//SPECIFIC DENSITY OF 0.55 OR EQUAL. TILUT TESTING#ENGINEERING COMPANY WEST PALM BDICTL TL JJ407 DETAIL 2 - 1NSTA [ATION OF 114'xl' 17-096 SIDEWALK BOLTS O REMOVAB E PANEL ans tr,aam se a w6,v a evuTa a urea PHONE(361)T09-626J.FAX(561)841-77/6 rxw.:(xnls7r-rva.r:(wflnr-rs7r _ - EB-OODb719 e.a �'.w mv' 07UWWG Na SGCE'7'= I" IVALTER A TILL?Jr.P.E_ - - m n-or+ n-/r - -- FLOR/DA Lle 44I67 SHEET r4 OF!4