Loading...
HomeMy WebLinkAboutProduct Approval PLORICIA DEPARTMENT OF Busin Professional , 1 , Florida Cemrtment� BM Home i tog In ! User Registration Hot Topes i Submit Surcharge Stats®Fads Publications ' FBC Stag ' BMS Site Map Unks Search Busines Professi�al ProductApproval ®USER:Pybllc User Regulation product Aooroval Menu>Product or Application Search>Application Lis[>Appllotlon Detail I • FL# FL11968-RE 3 Application Type Revision Code Version 2014 JM3 1 2016 Application Status Approved J Y!i PEP,rrjI-,r fiNC Comments St. Lucie County, FL Archived Product Manufacturer Eastem Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (800)432-2204 lrodriguez@eastemmetal.com Authorized Signature Bill Feeley lrodriguez@eastemmetal.com Technical Representative Address/Phone/Ercall Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory �\ Storm Panels / Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional!Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit,Jr. the.Evaluation Report Florida Ucense PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2015 Validated By Frank L.Bernardo,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL11968 R3 COI 225inpanelsCI.odf Referenced Standard and Year(of Standard) Standard Y AK ASTM E330 2002 SSTD 12-99 1999 Equivalence of Product Standards Certified By Sections from the Code hap://www.flori&building.org/pr/pr app_dtl.aspx7param—wGEVXQwtDgsxYIeb4opODL.. 7/30/2015 ., ...b.,.. .rte ., Product Approval Method Method 1 Option D Date Submitted 04/23/2015 Date Validated 04/28/2015 Date Pending FBC Approval 05/06/2015 Date Approved 06/22/2015 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 1^ Panel(2.25'Deep)-Non-HVHZ- to provide hurricane protection. \ `4' Drawing Number 15-042 \ \ Umtts of Use Installation Instructions Ot_ Approved for use In HVHZ:No FL11968 R3 II EASTERN METAL SUPPLY INC. DRWG.15- �L Approved for use outside HVHZ:Yes 042.odf 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, FL11968 R3 AE EASTERN METAL SUPPLY BA,9 and 11.See sheet 10 of Installation drawing number INC. P.E.R. DRWG.15-042.1)df 08-145 for other spans and pressures. I Created,by Independent Third Party:Yes 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 15-044 Umfts of Use Installation Instructions Approved for use In HVHZ:No FL11968 R3 II EASTERN METAL SUPPLY INC. DRWG.15- Approved for use outside HVHZ:Yes 044.Pd 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 R3 AE EASTERN METAL SUPPLY P.E.R. DRWG. header.See sheet 5 of Installation drawing for other spans 15-044.odf and pressures. I Created by Independent Third Party:Yes 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 15-043 Umits of Use Installation Instructions Approved for use In HVHZ:No FL11968 R3 II EASTERN METAL SUPPLY INC DRWG 15- Approved for use outside HVHZ:Yes 043.odf Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created iby Independent Third Party:Yes Otho:Large Missile.Max.span Is 9'-8'for+30,-40 p.s.f. Evaluation Reports and 7'-2'for+70,-80 p.s.f.for panels mounted without 11­1" FL11968 R3 AE EASTERN METAL SUPPLY header.See sheet 4 of Installation drawing number 08-142 INC P.E.R. DRWG 15-043.1)df for other spans and pressures. I 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 15-046 tracks to Provide hurricane protection. Umits of Use Installation Instructions Approved for use In HVHZ:No FLl1968 R3 II EASTERN METAL SUPPLY INC. DRWG.15- Approved for use outside HVHZ:Yes 046.0f 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 W-0'for+105,-110 p.s.f.A.S.D desgin load. FL11968 R3 AE EASTERN METAL SUPPLY See sheet 3 of Installation drawings for other spans and INC. P.E.R. DRWG.15-046.odf pressures. Created by Independent Third Party:Yes Back Ne:t Contact ::1940 North Monroe Street,Tallahassee FL32399 Phones 850-487-1824 The State of Florida Is an As/EEO employer.Comrrloht 2007-2011_State of Florida.::Privacy Statement::Accessibility Statement::Refund State Under Florida law,email addresses am pudic records.If you do not want your e-mall address released In response to a public-records request,do not send electronic mall to this entity.Lstnad,contact the office by phone or by traditional mail.if you have any questions,please co.,mct 850.487.1395.'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensers licensed under Chapter 455,F.S.must provide the Departrnent with an email address N they have one.The emalis provided may be used for official communication with the licensee:However email addresses are puck record.If you do rat wish to supply a personal address,please provide the Department with an email address which an be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please dick 11M. Product Approval Accepts: ®® `Cee http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsxYIeb4opODf... 7/30/2015 GENERAL NOTES: 1. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(PED)HAS BEEN VERIFIED FOR COMPLIANCE IN NOTES, ACCORDANCE WITH THE 2014(51h m?lON)OF THE FLORIDA BUILDING CODE THIS STORM PANEL SHALL ME BE INSTALLED AT B.1)MINefum EMBEDMENT OF TAPCON AND ELCO PANELMATE ANCHORS INTO CONCRETE BLOCK HIGH VELOCITY HURRICANE ZONES(U1Wl-D4DE/BROWARD COUNTIES). UNIT SHALL BE 1 1/4" DESIGN.MAD LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED COLE: B.2)7/8'CALK-IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK UNIT. NO EMBEDMENT INTO FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND STUCCO SHALL BE PERMITTED. 114"0-20 SCREWS USED SHALL BC 1 7/2"LONG MINIMUM SHOULD STUCCO EXIST, FOR A DIRECTIONAUTY FACTOR Kd=0.85. USING ASCE 7-10 FOR INSTALLATIONS UNDER 2014 TBC AND SHALL AND 1'MINIMUM FOR WALLS WITH NO STUCCO. NOT EXCEED THE MAXIMUM(A,5.0.)DE5IGNPRE55URE RATINGS INOIGTED ON SHEETS 5, 10 THRU 15. IN ORDER TO VERIFY THE ABOVE CONDMON, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 0.J)MINIMUM EMBEDMENT OF 1/4 a r 3/4"ALL POINTS SOUR--SET ANCHORS SFWl BE 7/8'INTO THE CONCRETE SHALL BE RRST REDUCED TO AS.Do, DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER to BLOCK. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4"o-20 S.S. M4CHINE SCREW USED STALL BE i TO COMPARE THESE W/MAX. (ASD)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 5, 10 IHAV 15. 1/2"LONG MINIMUM SHOULD STUCCO EXIST.AND 1"MINIMUM FOR WALLS WITH NO STUCCO. 0.4)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON 771E EXISTING WALL.ANCHORS SHALL IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER STRESSED.A JJx BE LONG ENOUGH TO REACH 714£MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDKSVED ON INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS LODE USED 1N THEIR ANA8.1)LYSIS A DURATION FACTOR CD=1.60 WAS NOTES IN I)AND 82)ABOVE. USED FOR VERIFICATION OF FASTENERS IN WOOD. STORM PANELS ADEQUACY FOR IMPACT AND 1A7GUE RESISTANCE HAS BEEN VERIFIED W ACCORDANCE WITH SEC77ON 1609.7.2 (C)ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE.RECOMMENDATIONS AND SPECIFICATIONS LOT THE ANCIIOR•S OF THE ABOVE MENTIONED CODE AS PER AR REPORTS/ 1128.01-00 AND/0610.02-05,AS PER SS7D 12-99 STANDARD. MANUFACTURER 2 ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 5052-HJ2 OR 3004-1434 ALLOY. 7. PANELS MAY ALSO BE INSTALLED HORJZONTALLY FOLLOWING INSTALLATION DETAIIS SHOWN ON SECTIONS 1 THRU 9(SHEET J& 5 OF 75)EXCEPT THAT HEADERS 2, 3&4 SHALL NOT BE USED. J.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-T6 ALLOY& TEMPER UNLESS 07HERWISE NOTED. 8. IT SHALL BE THE RESPONS161UTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF TIC STRUCTURE WHERE SHUTTER IS TO ISI LTE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK OH WOOD FRAME 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR J16 AISI SERIES OR CORROSION RESISTANT COATED CARBON SIL.E1 AS PFR BUILDINGS. DIN 50018 W/50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH&'SHALL-COMPLY W/FLOR104 BUILDING CODE SECTION 2411.3.3.4. 9. THE INSTALLAVON CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WWCH RENNIN IN CONTINUOUS CONTACT ` O '^GE A"^' 'G7 GALVAN7Zw EZZ OR ATSi.iO4 SERIES STAINLESS SreE,. KTiH.i5 qi Mi.A uM YIELD STRENGTH. WITH THE BUILDING TO PREVENT W7 N INTRUSION. CAULK AND SEAL SHUTTER 77TACIGS ALL AROUND FULL LENGTH .. GOO, ,v ac.v.,,w n-w.. P ND/RAI N 1O. (a)THIS P.E.D. PREPARED BY THIS ENGINEER 15 GENERIC AND DOE'S NOT PROVIDE INFORMATION FOR A SITE SPECIFIC 6.ANCHORS TO WALL SHALL BE AS FOLLOWS.(UNLESS OTHERWISE NOTED) PROTECT*H.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.O. (A)TO EXISTING POURED CONCRETE• (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS i = 1/4'0 TAPCON ANCHORS AS MANUFACTURED BY LT.W.BUILOEX PRODUCT, BASED ON THIS P.E.O. PROVIDED HE/SHE DOES NOT DEM TE FROM THE CONDITIONS DETAILED ON THIS 1/4'0 x 7/8'CALK-IN ANCIIORS OR ELCO—k&female PANELmATE"A5•M4NUFACTUNEU DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTP4CTOR'S RESPONSIBILITY. BY POWER FASTFNFRS, INC.AND ELCO CONSTRUCITON PRODUCTS, RESPEC77VELY. (c)THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS 1/4'0 r 3/4'ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. ' N07E5: -(d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCIl7ECT W71ICH WILL BECOME Al)MINIMUM EMBEDMENT 1N10 POURED CONCRETE OF TAPGI7N AND£L00 PANECMA7F ANCHORS IS 1 J 4;• ME ENGINEER OF RECORD(EO.R.)FOR THE PROJECT AND WHO WILL 8E RESPONSIBLE FOR THE PROPER USE OF THE / P.E.D. ENGINEER OF RECORD,ACING AS A DELEG47ED ENGINEER TO THE P.E.D.ENGWETR SHALL SUBMIT TO THIS UTTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. A2)7/8'CALK-IN ANCHORS SHALL BE,ENTIRELY EMBEDDED INTO 774E POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 114-0-20 SCREWS USED SHAD.BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST, (e) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSCM41. ENGINEER OF RECORD THAT AND I'MINIMUM FOR WALLS WITH NO STUCCO. PREPARED?. AJ)MINIMUM EMBEDMENT OF 1/4 e r J/4"ALL POINTS SOLID-SET ANCHORS ShALL BE 7/8"INTO THE POURED 11. SHUTTER MANUFACTURERS LABEL SHALL BE LOC41W ON A READILY VISIBLE LOCATION AT SIMM PANEL IN ACCOR6WCE W7M CONCRETE. NO EMBEDMENT INTO 57UCCO SHALL BE PERMITTED. 1/4'0-20 S.S. MACHINE SCREW USED SHALL BE 1 SEC770M 1710.8.3 OF FLORIDA BUILDING CODE. ONE LABEL SMALL BE PACED FOR,EVERY OPENING. [A8f1WG TO COMPLY WITH SECTION 1710.82 OF THE FLORIDA BUILDING CODE 1/7"LONG MINIMUM SHOULD STUCCO EXIST AND 1'-NlN/MUM'FOR'WALLS WITH NO 570000. A4)IN CASE THAT PR£GST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON INC EXISTING WALL OR FLOOR,ANCHORS SfNLL BE LONG ENOUGH TO REACH THE MNN STRUCTURE BEHIND SUCH PANELS,ANC H094GE ' SHALL BE AS INDICATED ON NOTES A 1)&,A.2)ABOVE (B) TO EWSRNG CONCRETE BLOCK WALL. - 1/4'0 TAPCON ANCHORS AS ARNUFACTURED BY LT.W. BUILDEM - 1/4'0 r 7/8'CALK-IN ANCHORS OR ELCO mole&female PANELMATE"AS MANUFACTURED BY POWER FASTENERS.INC AND ELCO CONSTRUCTION PRODUCTS, RESPECTIVELY. THIS L)RAWING SHALL ONLY BE USED TO - 1/4"0 i 3/4"ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY All POINTS SCREW. BOLT&SPECALTY COMPANY. OBTAIN PERMITS 1N THE STATE OF FLORIDA FLORIDA BUILDING CODE (Non High Velocity Hu one Zone) ODFNS� 020fS 7XIEW,Ac. a040 BERTHA ALUMINUM STORM PANEL FAt = 225'DEEP D.—e,:• EASTERN METAL SUPPLY, INC xr 'L E C O 1 n C. 4269 WEST ROWS DAY£ MST PAW.BPZK FL 53407 �/,�•. "�' ,•�= TILUT TESTING A ENGINEERING COMPANY per. 561 15-042 ! , IDP �'c' aal4 9....7aa. JaS Wa7n.aaaoe,n v1® ( )2M-aM FAX.(561)841-1716 •' •'•• � * - In..:(m�Tn® rm9(relnn' OR mw No WALLD'�aaAAt�in6P slm 1 of n u 14.845-(WrAL=771 aW-(Tor4L TH) v.Ow rz000-fmccmv m" Kv" fzwoo • 1.5oo AT mpj fwj 2.470" low F25 ,-.f25' ]",-R.25r -4 z.T2s"—jar-4 2.tv- 4 2.r2i- 47 1_ - . r + R.125' FL—m-A FULL PANEL W1 HEMMED EDGES HALE 94 z R R'2'- -i , -i q 123- � �J � r � I �� � 2750-� I TS f og-(Tom wvw) (mx A � �1�'� FULL P zS91' z -h'NEWER J- max. -y- BUILD OUT ',-4) -U' HEADER -4 z125,H--5091t• 2. 125't_ -4 123- p-r.I/b,- OPTIONAL FULL PANEL W10 HEMMED ED 9-P ImNAL HALF PANEL W10 HDA(MEP-EDGES Q)STORM PANEL - scu[:.Vrr- T P L .TL T L REVERSED -f-ANGLE TRACK(�)5-.AmE BumD our BRACKET "F- TRACK ANGLE 09 F- TRACK 'f- TRACK HOLES AT �<D TOP LwE s OF e (2)/16-nab AT BOTTOM LOVE I till FOR 114'-2&t' T_ __T 5.5.�sME. TOW-(.D -- - --- d omoN DETAIL 1: SIUD W1 Of CW ZW 10 KEY HOLE AT ROUND HOLE AT PANEL 11 KEY HOLE WASHER 2 yr- NKM RATED*VX Mff (OP770N TO 10) .215 16 3/16 5!7'x14' LONG WALL PLATE -ij COMPONENTS F1 I A. T+ 0 90 ' FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) 02015 MUM 0CM 0.040- BERTHA ALUM/NUM STORY PANEL rxe �2.25'DEEP) crural0,,. LL . TERN METAL SUPPLY, INC 05121t ------ - Aw EASTERN 11LIEC01mc. 426e*EST ROADS O�E rjwr rrsnHE&D�Nrcmw c"­r N PAW W-h FL 33�7 f5-042 WALL 1,75'x0.652 2"x5(M")WIS" 'C' TRA (5602o9-am mr.(56F)fi41-17f6 .fmlvj.r--ujjj]L-MID ANGLE WTTH W-00067"' PX� W. WALTER A RLN Jr.FLORG4 G,At 44 67 P 1 N4FL UP mmPWR SKEET IA Or 15 TOP ]RACK (SFE COMPONENTS, SHEET IA OF 15) { CONCRETE ANCHORS (SEE SCHEDULE) Aid Azoi <. I 0 0 0 0 0 0 ..... '- � - _ f i 1 i 1 f f f i i i i i i j h O i T • I � 2 ll 7YP ,1 W i It A A W � 1 J Z - i -3'-�- CONCRETE ANCHORS (SEE SCHEDULE) 11 Ilf Max. Mw. ��, ..,•��j•'�� 1 Min. 1 Min. �.�\Q•,•••••••• STORM PANEL TYPICAL ELEVATION (SEE C°"'P°"E"rs s"EET 1A OF 15) =��'.• Sfiif F Q 1/4'Mox. GAP 1/4"Mox. GAP- i TyP FLORIDA BUILDING CODE (Non Nigh Velocity Hurricone Zone) - e2013 TXYWV Rc 0.040"BERTHA ALUMINUM STORM PANEL r.R.r_ (225"DEEP DRAW Or aJ/II/IS SECTION A—A EASTERN METAL SUPPLY. INC art LECO 1 N .2W MES,RGCS M SCALE: 1/8•m 1• "U f TESnND t ENGINEERING coMPANf *W PALM SEALA 2.7.7.07 15-D42 a>a R.,m. sr..fm,Iwvr ueoa rt Jlflm F� C'(Mf)2W-aM.3 EAx•(MI)M-171e' ee.,:(Jfll -ISD.fu:f—).n-r3)I DRA+ No /8-0/X67/9 wAf.ffR A 71!17/Jr.P.E. - S EET 2 OE IS aDratu!ic HI67 TAPCaM Ezrn a./ mPcoNs Qco ma./ r�xpNs uc Ppwr soem-sET oR. Qs I w/a67s a67s x r/e sa. 11m4b PM£lINTE 0r[ lema4 PANQiNIE OR QCO mvM//ab PANEI,WTF Cont. SCAfw I/LID AND W/7/B'x GYK-W MCM145 G[X-lN MdK1P5 !M GV.K-AI AA04DRS J/3?'MiAG NI?O 12'O.0 (s¢5>;12DUTE PDR sPAt7nc). � (SEE SCREDUt£MR SPAGK.). (see scREDVRe EEw S'P.WNGZ —i� I CN c P01RNCREYE POURED ED I I POURED w RE 2 �R£OUINED — 20 —, Cont. I Cone RMUIREDI I I 1I T 7'MINWU4 I � SERA nON 1D I`J EA757ING LT.ttiS W l"MfA9 N TO IX6TXeD OfASS W N _ N v Sr�A EXL57/AC aIK C ro I I a r wss 1/4"1-20 x 7' S.SA6S. 4 2 C SS M/7�Ox!/J7 I y 1 7/1-M.I-20 x 7' n 12NCO. . / /B'0,J/32' WAG NUT O I I i I 7/ , / i O 12'O.C. � I 1 1 PD(RED --/ O I - / C I . W POUREDCONM7E CONCRETE OR COACREIE I DR CONCRETE I POURED �/ W ' BLOCK WAIL BLOCK WALL CONCRETE REIXRRED I REOURED OR CONCRETE BLOCK WAIL rnoM/ RVO Rd ED TAPCDWSS AIL POW SOUR-SEf� .._.. gfCONS,QCp — QOO—W/xnrob FlINFLR-VT f-4 PANQANTE OR rAPGDNS;QOD OR CALK- ANChURS 9 C-L U(- AICNORS (5[E CALK-11V 0/SOTIEDU(E FOR SPAONC). (SEL SCHEDULE FOR SPACOC). I M PANEfA14TE OR fi Cart. CALK-W AR WOKS SECTION O ANCIiOR (SEL SCHEDULE FOR SPACING). - � WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION I � � SECTION 2 SECTION 3 NSEiUE:JIB'_ I- SC4 E:!/B'_ I' E O. EDGE(SW 0 SCHEDULE 12' NUT O " SHEETS 10 OF IS) 72'a C � 2 POURED w OR LVACRCIE BLOCK W4LL WCUMED I Cont NOTE FOR COMBLWi70N OF SECRONSSF '�� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) : C7 s 02005 Mr .Ac 0.040 BERTHA ALUMINUM STORM PANEL F.Rl WALI,/E70aVCE7LWG MOUN7WG SEC ?IONS cw BE A 1 -'_ 2.25"DEEP) OWW B. SFCTION 0 sTUO COMBINED IN ANY WAY rO SUR ANY INSTALIAnON. o5/2yrs WALL MOUNTING INSTALLATION z �ry� E4' EASTERN METAL SUPPLY, INC WE SECTION 1 0-.- f�/_2!J n :u I L ECO 1 rE a. .26e.M ROWS DRIVE �j,� Lr0% �`'' nuir TEsnNG!ENC/NEERWG COMPANY M6r PAW BEIM n-5-W? 15-042 -.•...... lT ING n vraa PMrr.(561)209-a=FAX.(561)641-1716 (,n .••, \`, l�rilTll-I3f1 _ SCALE:!/B' 7' r'4j/I/EI/illlll)�?{??4j1ft N 1",` YULRR A !Kilt✓r.P.E RO N.W SHEET>�O!'!S ILOReW lie f"767 FIN v,ALL Pow sWo-5E/oR 1/I•I-Xl:J -klf ab PANQWTE 7/O'I i J/.77• /♦'s£Ata W/0.675-r 0.675'r 1/B'SO. rAxa�6 ut PowrC-tsCJ2Ew NFAo,uw w/7/e:e/Jz'QW mvb//mnob PANQANJESCHEDULE FOR SPArJNG) --- WINO.NOT O 12-O.C. TAPCONS,QCO mvb/ OR fiVK-N MCNdtSIF 6R (SC' SCNEWLE FDR SPAONC). j /CAK� 1 j (SEE SCHEDULE FOR SPACING). I 1- 1 'g 3 Can6 1 n I I �-� $Z I � POURED aI POURED .c I POURED / I . CONCRETE- '� 1 COAADIM E l; 7 mxwm REQUIRED I REQUIRED I j W I r"ACMMuu - r MARMLW I \ N I SEPARATKIN to SEPARATION TO . I EVSRNG GLASS I H EXb704G GLASS -1"AWllUM r' SEPARAT)OW TO ENh7fNG GLASS i 114'0-20-r 1-S.S.M.S I a W/7/8-.r J/r2' I x I mil wwc Nur o 12'o.C. FlNSNED WAu I 3 I 71�l.G7�fR O I I - I 12'O.C I Ci (W/SRK'LL7) I 1 718'o r J/J2" 1 1 1 NTNG NU1S O 11"O.C. I' POURED o I 1 I CONCRVE 1 OR CONCRETE BLOCK wAu I POURED J a REWIR£O I I caNrnETE I POURED J w / I OR COACRETE. W I CCWCRETE 5 Cont /j BLOCK WALL 1 IOP CONCREIE rAPCONS ALI PONT SOM-SETC1Vr% _ REWIRED , BLOCw WAu .. 1 LLCO maWf b PAWZU47r OR I REWIRED - GCK-fN AACFKA45 I j I (SEE SCNFDULE FUR SPAL/AGJ. -- M-60NS.QCO mole/�-- . - F—A,PANEEWTE OR / I Con L. CALK-Al'�FIOR+ TAPC016 QOO more/ (SFE STJ+EUI/u FDR SPACNGI 1—f PANEZANTE OR Cant: CALK-N MICHORS (SEE SCHEDULE FDR SPACING). WALL MOUNT/NG INSTALLATION WALL MOUNTING INSTALLATION BUILD OUT INSTALLATION SECTION 4 SCALE:J/B-- 1- SECTION 5 SCALE:3)e•-1- SECT/ON fi SCALE:J/B'-I E.D. -EDGE CSTANCE' (SEE SCHEDULE ON ` ��'r. 9ffE1S 10 OF 15) tl!�pI IIItAiA ' �,�`S�� '`��fS•,T ��� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) F - 02015 WX00.FK. 0.040 BERTHA ALUM/NUM STORM PANEL rX.L. +♦ = 2.25'DEEP CRAM 6Y..- N07E FOR COMBINATION OF SECTIONS: SIDE WALK J// C/J27N1CK }E•: - 6f/SI/15 AS PER NOTES A2&B.2(SHEET 1) .0•. :,� _ EASTERN METAL SUPPLY, INC ate. WAL1/FLOOR/CEILING MOUNRNG SEC710NS GW RE ♦ �•. � 1 L ECO 1 N e. ♦266.tsr rm�as QNrE• COMBINED/N ANY WAY TO SORT ANY/NSIALLATION 1Rf/SS NERD BOTS ARE7 71x1/B7NICK O •{'Z: TILl1T TESTING a lNGINCERlNG COMPANY .EST PALM BEtCFI FL J3A07 HFAp AlCIIfNE SCREW w/LENG7H �c` {1.,� AS PER NOTES A.2&6.2(SrfEE7 1) •;! RICP .•;a�, ure K..AxA s..m IVM c�moa n A,. %A7N[•(561)200-624E Fax:(56))B _x716 15-042 �...:Cla+b>1-lrua 9")PA w No 'i s/^�•• C'1\ ` EO-0006719 gyp' . IVFLOREN KfERA [ic. 4416 7 SNELT ♦ OF IS CNX-R/,ALL POINT SOLID-527 QP . ELCO mole//emoM PANEiWlE O® ;xPcoNS OR c4LK-W ANCmts _.-__-E D. I©-70//SIOEIYUX 9OC1 OR O rAPCVAS OR GIN-IN ANCHORS % rApcONS OR UfN-M ANCNORs W/FAO wBOY.T rI-70 (SEE SCHEDLU FOR SPACNO). E Q (S�SCXmULE FOR SPACNDI. .—E O.j (SEF SYNfIN,LE FOR SFSICNGj E j (SEE SC¢DIAE FOR SPACMG) POURED PWREV POUREDCONCREW REDUA7ED _I I I py G'OAGPETE III/� I fV/ I ow 1 I I I I I w 3ALnMAIE LDS W I I h I I LEG LOGRON R£OUIREO i I _ i - 4 c-t ! i —�4 Cont I B Cmt I i I I I I I I l-YIFNMUY I 1 )"MINIMUM i 1 c3i I -<D 8 i __—�� II �Uh I W I I H i I I I W MWIG CLASS I W I I 0. I I G SLPARAPON TO I i ! ExaTM cuss i $ I b I .1/81- J/SI- I wAC NUT O I 1 Z WING NUT O 3 12'O.C. I 112-O.C. I I I I I 1 I ALTERNATE 0-4 I I g I LOGS Cont. I Cont I 1 I 7 C-L POURED- C COACREIE / - . OR CONCRERF RE I . • / /,'/ "" !! (.000 11,000 HELEC LOGAWN Cf' I i I TAPCONS OR CAUL-IV ANCHORS C.O. E 7APCONS ARCNORS D. REOUIRED (SEE SC EOW-C FOR SPACINCLPOURED (SEr SCHEDULE FOR . SPACING). PoILPm 1(�SCHEDULE FOR SPACIAC). CONCRETE CONCREIE £� CAU(-A:ALL POKJr SOLID-SET LW REWIRED REOULPm - aro ma>I/in,we PANE7AwrE o® E D.____; W/1/I•I-27 9DEW.ILK DC.7 OPO - El'A 7++ ME 50*-&#£FOR SPACWG) . ALTERNATE .WALE MOUNTING.INSTALLATION (D. M. -___. :-_ CEILING dt FLOOR MOUNTING CEILING & FLOOR MOUNTING CEILING & FLOOR MOUNTING SECTION 7_- ' SCALE:J/e• INSTALLATION — SECTION 8 INSTALLATION — SECTION 8A INSTALLATION SECTION 9 SCALE:3/8'" 1' SCALE 3/8',- 1' SCALE:3/8'- 1' . . ALRRNAJE CEILING R 2008 YOUNIWr A16fAWDON-SEC7AN(34 VALID ONLY FDR Yar.AS.D(>E9CN FWE551/RE RATING�+70, -75 PSF E.D.- EDGE&S%VKE . (SEF Sri ON `JS`1Y`�\EEE#ILLI . SHEET f0 OF OF 1!s) (Non High Velocity Hurricane Zone)FLORIDA BUILDING CODE /I 1cce, 0.040 BERTHA ALUMINUM STORM PANEL rR.t ++ D (225"DEEP) DRAWN Br SIDE WALK BOLTS ARE J 1%x3/J2'RRCK NOTE FOR COY(LlNADON OF SECTIONS: HEAD YAL'HINE SCREW W//L WCM S aJ/iA/,J AS PET,ADTES AZ R Ba(sTaEEr I) �� EASTERN METAL SUPPLY, INC WALl/FLOOR/CE/IJNG MOUNRNC SECTIONS GVJ BE a ♦ ?' •�`( G, 1 L ECO 1 NC. Aim WEST AW0.s o�m•E COYRINED IN ANY WAY TO SUIT ANY INSTALLARON. 1RUS5 READ BOL75 ARE 1/I ix7/B•7EIKK i .r? ••�� .�'� nLUT 7E5r/NO Q ENWNEERWC COMPANY ME17 P"BEAC{FL JJW7 1$-D41 IrtAO MACHIN£SCREW w!ENGe�f S,•••• Im KI. Fs Ka oraeKs R„�„ RoA r•(56I)p9-BIaT,FAK(361)81!-77,6 AS PER NOTES AIR B.I(,;ICAC. f) �,`/ l,, •� ' .4 Ro (JISXR,-,ft10./mom:tJ0.fWI_,.'n, oRAWYFG N, AA7j/I1 1nL !:kA te``1�`'y AL� DU1T71111G7 �F SNFET 5 Or 15 rAli IS¢07 moN/ rAPCaVs QCO-ht/ Ll VOAG,OR CALK-IN ANCHORS TAPCONS OR CALK-IN ANCHORS CALK-IJ AMaINRS (SEX SWEDWS FOR E.D. (SEE S[NEDULE FOR SPACNG). GLK-N Mt'jpRS' (SEE SCHEDULE FOR SPACNG). Q Q E D. J� (SEE SCIEDL/LL FDR SPACNC).\.. i1$ POURED POORID CONCRETE COM7ff7E I'�y` RFOWREO REDLKRID POUTED — a EO. EO.- EO. (:b. CONCRENCRE7F O RLIO lED POURED CONCRETE- REOUIRED I u I 2lk I � I 2 Cont A ConC I I A Ca M. I CAWING J I I i I MASS I I fXSTING I 1 :^J GLASS SEPARAlINN TO I .I 1 W amm GLASS I IJ' j 1"MNNL(N 1 i EY/SANG GLASS I W SEPAPAnom;a FAr.SRITG GLASS I LY IWn w yyy� I 16 1 5 � h rC DETA2 1 7GEU0 0-10x1' 7"YW/YULI 3/37"11YYNUI I 2 SEPARATION N 1 11"O..C C. I 1 I I EMSRNG GLASS I I ,6 I 7 w1NG NUT Jo d I I 1/4' -20r7" 3 I IFT�,F OF I 7/B"0 POURr J/JT . FO W / I m7s w/7/B ix Coni. J/J2"MNG NUTo I SAB IF wWG NUT o OR CONCRETE I /2"O.G ALIFIPLAOG LEG APP F I I L/UBL[ BLOIX WALL POURED ,. 3 \• 'REIX/MED =— COACRM OR/:OAC/tE7F I — Cont. I BLOCK WAIL K7ERWIE LEG T7_11— AFLGN'S Na dOR g REOVIGtED I .��_.- ----- I / I �LouTKX+ /nook P-IN NCH OR/ U L/Poi/RED _ -— 1 1 CALK-IN SPACINGS' (D (SEE SCHEDULE FOR SP.IONC). 6 Cont 7APCOA6,fLCO mole/ / g w/s/aE11uLK WL�lS��EDE7AR 27 REOUIRED�CUK-Ti�NCSN OR�j / II I rAFCTM[s,OCR r- - LDa of cavNEcrm ro F /Wer/s/e. 144 ca MRWCRM iX-, S N04ORS J I I SLABAfftGIB!£ /erna'PANELALITE OR (SEE 5l7IEDULE E.O.[D.--I lK7fTRED G(X-N ANCK)Rs SUB IF SECT/ON LOA �-O,ANCHORS HOUS AT�6 0 6'oc @ FASTENm FOR SPACING) (SEE SCHEDULE FOR SPACING). 6 Conf. AT RFAR /7/a�xJ/J2"MNG AW REOLARED FAR sPACING). E.O.-a O EVFRY SIDEWALK BOLT. _OVABLE PANEL('� SECTION- 11A � EG7En�io II rrHR je r W 4.51"SS S�Bp.R SECTION 1 1 B HOLES Ar r6'E 6"O.0 @.FAsrtT4D . 16 w/J/x' Y=/Fdp I _.. - _.-` AT RFAR w/7/B"ArJ/J2"MPG NUT 1B6 MElwara 8 SECTION 108. ,Fort ®6 a� CEILING & FLOOR MOUNTING INSTALLATIONS o EVMY SIDEWALK BELT 1 WALL MOUNTING INSTALLATIONS SECTIONS 11 .6 0. a PRI¢ SECTIONS 10 SYALL:JIB e I- . SCALL:J/B'- I' . - I I INSTAUATIONS VALID FOR PANELS( 4 .INTLY WITH INTERIORLY REMOVABLE"", £LS I CS•��'�� FLORIDA BUILDING CODE (Hon High Velocity Hurricane Zone) _ ✓'r '.v E D.- EDGE 06TANLx �t• ..9$ ozols r2TECa x. 0.040'BERTHA ALUMINUM STORM PANEL rJtL N0.44 J _ 2.25'DEEP) Awwv er EASTERN METAL SUPPLY, INC °'a11��'° NOTE FDR COMBINATION OF SEC77CNS: �.•, I F t L ECO 1 N C. f266 wa7 ROADS ORNE DETA/L 2 — INSTAL"nQW OF 1/ �••• � r•• +EST vAw DDlat FL J1I07 4 XI fr DLL?7FSTNG @ ENCIN[fR/NG COMPANY wALL/Ftoat/CEfuNG uOUNnNG SECTIONS CAN BE L+A .'4` .`, ..xa ss .oy�.vr cuaos a�u:ac aFgwE:ls6r/zos-Bzw,Fwa(s6TpH1-17x6 15-042 cIDEWALm BOLTS O R£!�OYA9 F P NFI `:s/ '••... •' �. !�.+:(sJJer%rA10.w:(wepn_:yr COMBINED IN ANY WAY TO SU?ANY NSTALIARON. L�� .,+gyp`+ Fa-0a�s77� �a w'A m^b WAVER A Rfll7 J' .P.E. r:-a• '/1111 r•11\!\% RORIIII L' NI67 SNLET 6 or 15 PANFSANrCOR : FAfK-1N ANCHOW r31tlT-EN ANCHORS ' g (ser SCHEDULE FOR SPACRIO). XV CtEDME FUR SPAaNG). .... .,s -•v-_ ��> _ h a ° °d POUF PSD _ 2' J f/2' - txsTING COA2YtETE tXHKRETE F ' WaCK VEFNER REDtXRED o o . REQWRED yj W ° � 7.1 2-YIN. Fl"Ta 3 4 fbnf. �1< 8 /_ — h (1)f/l•-20+7/2•SS ^1 • • -..w.•ri.:.c�..�r :....n.>•_z SIDEWALK BOLT W/ '7I O 114=20 J4 UT - �(,NUMJNG LTQGJ I W I I'MNYIMI I SEPARATNN rO E"SR53 AO GIA I I W I w j g T/l'O,r7•ELCO Z 3 POYERm QONCRETF b PAAELIF/E'NAS EXISTING I !J)1/1=10+I/2_SS 2 OR CONCRETE&OCK `QRS( L SIM ANCIE f1ERE1 1 1'MWfMuu I I stOE"BOLT W/ °j O �n WAU REQUIRED /1��R _ SPACMC). As APR/GBif I 1 W T/l=20.FLANGE W I'MN7YrAll SEPARATION D3�CUIn (2)AT FRONT FLANGE .. I ` _ - A To Lxsumo GLASS !z)f/l=207/2•ss. I = V,----- - /� p sH+ETTALK ea.r w/ - �_�___.__ 114-20•FCKNUT FA� I X18 1 I I I I T II I I !J)1/i=zm1/z•s_s _ 7 STOEWALJI BOLT W/ 0-20 i.7/4• I R l2)Ar FRONT tU%IX 2 d t axr5 W/7181., i " -3 1 J/JP-WAG NUT o Z 12'O.C. h0 1 114 am PENCM170M TO I t I 0(C70NCRfTE LxoaU I ' I 1/4•0-20.J/4• I !p•-20..i/.- I �fawoaYEj W YAPPc �F I BMTS W/7/8 , mus W/718-0, I .Q J ` C J/u-MING NUT o I COAGRM O J/u•WINO Nur n - f OR CONCRETE W O.G Iz' OR COACRETE W 12"0.C. gREDfAIKOREOUREL h I Y I 1 / I FAPCOAfS•ELCO mob/ 1 TAPC'ONS.ELCO- mW f—/.PANElAFTE OR bmora AQ&lIFTE OR t C"C"-AV CALK-M ANCHORS Con. ..(SEE SCHEME-FOR (SEE SC ✓ FOR 5 _ ._J .' SPACING). 5 u::ti :.n.... -r.-.. ." ,.r... YqK X . 7 f£xsnNc con,. int . �eRtrzc . POURED t'ONLRL:IE _1/j nr ELOO mob OR CONCRETE BLOFx I'AAELFIE NAS ANCHORS SECTIONS 124 WALL MOUNTING INSTALLATIONS SECTIONS 128 W4U REO""'ED (SW SCHEME FOR SPACING). SECTIONS 12 BU/LD OUT INSTALLATION SSE`J� " SECTION 13 t„ ,.. !'// , SGt1E:JIB-- r- .?`�A- ,......• FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) INSTALLATIONS VALID FOR PANELS n1 USED tIYTC .0 Elu'•;. 9 w 020157CTEC0•MC. o.040BERTHA ALUMINUM STORM PANEL F.R.L STrEEIs fQ o`rs) WITH INTERIORLY REMOVABLE PANELS n F 2.25"DEEP "W_BY. 44187 - EASTERN METAL SUPPLYINC 8'04115 MITE FOR CONBINAR ,ON OF SECINNS -Q. _ 1 L ECO N C. .26E WEST ROWS ORK WALL/FLf7LM aXING NOUNRNG SECTIONS CAN RE y 1 Trrl/T TESRNG a ENGINEERING COMPANY *LST PNM BFACrI EL X[ 07 COMETN£0 IN ANY WAY TO SUIT ANY INSTAUARON. w• Iwr.• n-ISW rWe'I ligwE >6I 2[W-B2 ($-042 cvs K.a>Bc.s, m cv®a n s,Iee (' ) 6T,nuc(WI)E.r-1716 ..�'�,,•'. D i .• �, T7aue clm,+nl-rvl tXUWOW:rb .1� O3-OW67T9 rA m[W -S '• ,P� �\ WAL)FR A THUr J.P.L t7A I=Y��.•� Ff tic. H167 SNEEI J aF IS 'i /III/Iii I17114;111a�. - ' (1)1/1'-2ox1/2"SS. (3)7/4=20XI12"S.S. SIDEWALKBOLT W/ SIDEWALK BOLT W/ 1/4=T0 JACKNUT' 1/4"-20.NCKNUT ' (MOUNTINC BOLI) (2)AT FRONT FLANGE 114'Mox. CAP 714"Mox. GAP �Slly1 J,7 CONCR£1E ANCHORS(SEE SCHEDULE) J. Yox�. 'wax. r 3 , M;� o ° ° i 771-7-71 T!Elm ,r>• - - -- --- 1 SECTION B'—B' SCALE: 1/8'- 1- 01 - al (WHOLE) (WHOLES) 1 4 20x1"S.S (WHOLF) w 1 BUT NOTCHED SIDEWALK BOLTS. 1 + W EA CORNER 0 I SEE OLTAIIS 2/6, , (WHOLE) AS 2/14 (WHOLE 1 J = r W INTERIORLY REMOVABLE PANEL OI 0 i r W/SIDEWALK BOLTS(SEE DETAILS 8 B v o —216. 21 14) QONNfCTED TO®7HRU 5/810 HOLES Ai ©0 6"0.0& ry , FASTENED AT REAR W1716-0.3132- KING /7180x3132"WING NUT 0 EVERY SIDEWALK BOLT. 108/66,°1r 1 , OA/16,1 A/6,8/14,11 /14 A4,1 A/148 i max. CONCRETE ANCHORS(SEE SCHLDULE) .. max. 1 Min. 7 Min. 5 \—SIDEWALK BOLT25.5. INTERIORLY REMOVABLE STORM PANEL BOLT w/ ze/7,13B/1 s 128/7,1 ae v+x-20 JACKNUT FA PARTIAL ELEVATION Y OVERLAP FLANGE [,-L--.ANCHORS(SEE SCHEDULE) 3" (3)1/4"-20x1/2"SS. SCALE: 118"= 1" MD. Max. SIDEWALK BOLT W/ I M'n. 1 Min. 1/4"-20 JACKNUT - INTERIORLY REMOVABLE STORM PANEL (2)AT FRONT FLANGE ELEVATION X SCALE: 1/8"= I" 114"Mox. GAP 1t1511111nh1U r/4 MGx. W A: IE N-0. v�� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 1 N _ 015 MTM. 0.040BERHA ALUMINUM STORM PANEL na.rwv e c2.25DEEP) 1 SPLICED PANELS > :' EASTERN METAL SUPPLY. INC °'�DAT,E..1J SECTION B—B ° 1/3 of L / -A F :4.; 1 L E C O I AN e. AZW WOT ROADS Dfff t.. OR I D Pt.<L 71LUT TEmNG•CACINEER—cowr "aT aTAQ(Tt z7.5T PYAYIE(ss1)IGs-e2PAILax rAK(se1Je.1-1775 T5-042 ( SCALE: 1/8"= I i� !i) G�0al-0006719 -00 71 r lxnFmr-rsn rr�rv, (1RIMN0 Ab �11 L`�Ylt'11 1YIIXZA.Mu`j.P.E. m rr-s� N:1 r111111 TLLY454 lc. P.E. SHEET a or!s p OR CMYOM BLOCK WALL REUIIrRm vARrts rl I z5oo•um. Poww Cavakw p oa 1 BLocX I p OR OR 1.0001'AI CUT NfI. I-1-.J k„. COWRM.wQroRs O 12' G - II 1 ALICAN�IE Ltc e.oGlaf! O. 2”r 2•..055•TO II 2".5'..0155'Cont. 1 " L II nwm.ANQe OR ! ~—U O O Off•J705-N15.SNEET i n I 2 OR j OR 4 OR $ uLTAL AR.m Bou Pule 2-. H 4 OR6 O O O O Jros R.ar sow-Ir utor 8, p o+l 6 6A 011 7 a+ 8 Cont.Ak—ANGLE dl 9 � 12 @ 1 O aR 1Q� 1 CASE C (Plan) CASE A (Plan) o Z.' T . 077 SCALE.- li.-= 1' W/."Mur 1105-H14 OR 6O6--T6 ALLOT SCALE: 1/4•_ :• Cont Arum.ANGLE . CASE B (Plan) 2',3'..093'J105 H-14 OR 6067-T6 ALLOY CmL Aro..ANGLF Ww ANChORS O 12"O.C. —1.50"X- R (REO V) ' 1 S N'AfL REpARfO HALF PANE 21/1'GM R X POUFMV B.O.PSTANCE /\ 1RRm`�°C1e�` CASE D (Plan) SCALE. 1/4•= 1- CASE E (Plan) SCALE,1/4'_ 1' END CLOSURES DETAILS `'``5l11155U111 11 I1! PLSE Q. fYl!��r •. ••.•<l�y,,, FLORIDA BUILDING CODE (Non Nigh Velocity Hurricane Zane) llCe"h�. .2015 mmm,vc 0.040 BERTHA ALUM/NUM STORM PANEL FRl (2.25"DEEP) cwArN Br EASTERN METAL .SUPPLY, INC a 1 L ECO Nom. 4250 M,r�DOW•. OF 59- KSr PAu1 OWN FL..5Jm7 15-042 T rES7/NO f tNfJNEERfNO COMPANY POW. �f -.8267.rAXt361)841-170s /•�. (D xr. st m ova.¢n!sr ( ,IM . Sn'• r?IDP w�:.:L:K7Lb7r-1=.m: -Iss1 �� ORAWNG ®-00067I'LuT/9 1.1an 11->sl is SHFET 9 OF r5 7jl7l VV.��I EI�C'?\'�1��� NlLOfdOI tic. H167• •.lilllllfll MAXIMUM A.S.D. DESIGN PRESSURE RATING (n:s.f.) W/TH CORRESPOND/NG MAXIMUM PANEL LENGTH 'L' (FL) AND CORRESPONDING ANCHOR SPAC/NG 'S' (jp,) SCHEDULE FOR /NSTALLAT/ONS IN CONCRETE. CONCRETE BLOCK AND WOOD FRAME STRUCTURES • Mw AWOL LENGTH Mm.AkCWR sPAr+4o ASDSD.DE&ry 0.040'ALUUWU04 PANL1 Q7 P NIOC v /RMwc ;a ar • MAXIMUM ANCHOR SPACINGS ARE VAUD FOR J 1/2-EDGE DISTANCE. ot SEGrKvs - FOR E. D. LESS THAN J 1/2'. REDUCE ANCHOR SPACING BY MUL77PLWNG SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE: Min. E. D. FOR CALK-IN ANCHORS 15 2 1/27. +25.0, -25.0 1T'-0' 72'-0' 17'-9' B'-6' rz'tt FOR THIS OPERATION 70 BE POSSIBLE, REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING +25.0, -70.0 12'-0• If'-5- 10'4" 8•-6' I2'tt INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. ' +70.0, -75.0 11'-7• 10'-6• 9'-I1• 8FACTOR'-6" 7T'tf _.. ACTUAL E D. +75.0, -40.0 10'-5• 9'-!O" 9'4" 8'-6". 12•N PANE'LMATES TAPCON SIL10-SET CALK-IN f40.0. -45.0 9-10" 9•-4" 8•-9" 6'-6• 12Yf 2 1/2• .71 - - .50 +45.0, -50.0 9•-4' B'-10" 8'-4" 8'-6" 12'tt 2- - .50 +50.0. -55.0 '-70" v - i7"i+ +55.0, -60.0 a'-6" a'-I' 7-7' - 72"" +60.0, -65.0 a'-O" Y-9' /'-4" - /2"tt ANCHOR ...... ..._.- _- ...-----'-- - ANCHORS MIN. +65.0,-70.0 7-5" Y-5" 7•-O" - 12•ft TYPE SPACING _ TAPCON/ 3.0' +70.0, -75.0 6'-l1• 6•-li" W-91 - 12•tt RANELMAT£S +75.0, -80.0 6'-6' 6'-6" 6•-6' - 12' (ALK-IN 2.5' +80.0, -85.0 6'-I' 6'-1' 6'-1' - 12" SOLID-SET 3,5' +85.0, -90.0 5'-9' 5•-9' 5•-9" - 12• SEE NOTES ON SHEET 11 THRU 15 OF +90.0, -95.0 5'-6' 5'-6' S'6- - 12• - /5 FAR PANEL LLNG7H LUOTATIONS FOR FLOOR/CEILING INSTALLATIONS INTO WOOD FRAME BUWVCS +95.0. -100.0 5'-2' 5•-2' S•-2" - 12- +1004, -1055. 4•-11" 4-11' 4'-11' - 12- 1010, -110. 4'-9• 4•-9' 4'-9• - 12" +1700, -JIS. 4'-6' 4'-6' 4•-6" - 12- •f 15.0, 2'+ns.0, -120. 4-4' 4'-4' 4'-4' - 12' ```„a�� �1 . ....... /��.,� 710.0, -115. 4'-2' 4•-z' 4'-2- - rz' Velocity 125.0, -IJO. 4'-0 4-0' 4-0" - Iz" `�F /1vOL4 azole 1X1cm,.0 FLORIDA BUILDING BERTHA ALUMINUM hSTORM PANEL caneFZ one) r; 4r = (225'DEEP) OVMNN er• SECTION 8A 15 ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RATING na/a./Is UP TO +70, -75 PSF. ,o pc ;-,�` EASTERN METAL- SUPPLY, INC ff MOx. ANCHOR SPACING FOR SECTION BA SHALL BE 6"0 C '� u„ I L ECO,,,. 4268 war R040 mw � .•i�CL• mur TESTING a CNWNCCR/NO cOMPAN► KSr P"B'K'H n-u`07 15-042 NOTE: MINIMUM PANEL LENGTH IS 3'-0: y/ 1a ;`� 600 ;.'a`A. (wr/za9 e76T.FAx (s6r/eu-17r6 N 'Gl ,C,I r_\. .laulmi-!m.Ra:b1mb7+.,.mr ' /!• '0- \ ®-0006719 •I'i1fr1,1l iktitl .4LMR A 17llIT Jr.P.E. f10RIDA L NI67 F9 i SNCCT 10 OF IS /74 S S.NEX WASHER NFAD Wow SCREWS a/2"a C w/ . 1 314'Yin. THRFA00 PENEMWAL /14 S.S Ha WISHER HEAD - �/FN S.S HEX WASHER WAD 1/4"I-20 r5/4"BATS W/0.675 is 675r1/B"50. WOOD SCRElfS O 12"O.C M/ WL7Op SCREWS O Iz"O.C W/ :. 15 SCREW HEAD AND W/7�J1J2• �I J/4"UM.THREADED PENEIRA/KVI. �1 J/4•Mm. THWADED PENEIR n0l. Conf. WNC NUT O IT"O.C. .250' ..500' .. .500" 11 El 2 rant 2 Cant i • I Yin. WOOD HfADOI wow HF � 00 REOUIRM - REOUIRED �' - :• m . ' oo i THFi1DER .� SEPARATION 70 E STNC SEpNPATION CLASS I � f7linNG CfA55 1 � b W i a a TO(LASS I CONT. ' Caw. TL I 71810•J/32"WNC NUT O CKRY STUD 0 72"O.C. W 2 W W ' /1"0-211 x3/4"BOLLS �i oh W1718"r 3132"WNG NUT r 3/4"S S.M.S Mi0 12'a C. ' W W1 718• 3132"WING NUT 2•�Ql 1 12.O.C. 2" 1.1E 9 Cont 4 S S NIX WASTER/Y..{0 /14 S S HEX WASHER HEAD T" P WOOD SCREWS O I2"O.C N/ V/14 S S HEX WASHER HEAP /1 1900 SCREWS O 11"O.G W/ 11904 SO I2"O.C W/ I 7 3/1"Y n/R£MTRI ED PEHEnLN: T!/4"udI 7NRFAOED PENE7RA7eW. I J/1'YW.in. INREADED PENETRAnON. WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION ALTERNAT/V£ 1 ''1' -I' ALTERNATIVE 2 ` '14 - ' ALTERNATIVE 3 SCME` '/''"'' NOTE FOR COMBIMT70N OF SECTIONS: WALL MOUNnNG.SECTIONS CAN LTE COMBINED INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS IN ANY WAY TO.SUIT ANY INSTALLATION. —NO J.lNSTA(LAnONS ARE ONLY VALID FOR hlAK ASD. DESIGN PRESSURE RAnNG 1°` ...••••••.. '4. FLORIDA BUILDING CODE (Non High Ve%cily Hurricane Zone) AND'W-. PANEL LENGTH AS PER SCREOUlES SHOWN ON SHEET 10 OF 15 - LIC �� 02015 Ten%rc 0.040 BERTHA ALUMINUM STORM PANEL F.R.L. _ EXCEPT THAT PANEL•S LENGTHS FOR FLOOR/CEIUNG INSTALLADONS � v„ SHAu. BE uMNED ro roB' `*• O ` '• 2.25"DEEP) GRAIN or. v: EASTERN METAL SUPPLY INC °�/2v'S Z FOR WOOD FRAME ECIRC ENSTT OF MEMBERS TO BE SOUTHERN n: 1 L ECO 1 N c. 1 a1F. PINE No. 2, W/SPECIfIC DENSIT}'OF 0,55 OR EOf.WL. �1.• gSJ9`y��p� WEST FVZM NACR.IL 7 7/may(n�•' nLf/T TEsnNc!ENGINEERMG COMPANY �-W-W�FAX:(561)841-1776 .�J+.r/•(.(J7N/�19 Q_���` �,�`mW,.:lm� wra'fwc.��1i7 v1m (�'1 Llwanro ® No �iXI.✓;4� •r L1��.7° WALTER A iRLfT J.P.E. - TIORID4 Lie. jf.P ON 1 SNEE7 11 or 15 /4lHflilLflffaf`� - . Y16,O.CL 5/B'LONG Bruns /14 S S HOr IEa5T/ER HEAD NG BUSIOW/7/,1-20 a/' WOOD SCREWS O/Y O.C.W/ S S K K S W/ 677E WAW1E8 1 J/f'Wt POWAOED PENETRATION. OR F1410/NI44MWALC r11AETEp/E W/f 7/8'MTh P0E7RITION 0 72'o.c 1/e'.-20:J/4'S.s M S /14 s S HIX HEAD W/0.675".0.675. 1/8'SO. IIVOO STiffTrS O 1T 0.C.W/ SCREW HEAD ANO W/7/B'w!/J2" I 1 J/!"Nin. THRFiYAEO lENETRAWN.. Conf. WNIC NUT O /2"O.C. 5 •. IYSyG" I I 1 I I I I I 1 7 1 iCont MOOD HEADER 1 3 I o WDOD HFADEF i a REOURED9 p 1 C,' REOURFD 9' MOO m . I OO HE10ER I 1 I y REOURED 1 1 1.EGir. I 7SEFAR'ATWN- 1 SEPARATION I O j ? TOfA7 7= I Z I i I ro FLASS I ' m rxlsnNG 1 r'N;n. I � cats CLASS I SEPARATION I TO EATS7RIC I ' GLASS I `�' 1 1141.-zo=J/r S S L W/ Cri MIC N I J/J2' 1 C c 114 -zo.Jp' I 1 12 0 GO I ^ s s r rz0.J14' i �V i Mmc .IT a / 3 f2' NC. $.S 4 S.W i f7'0.G NIA O 12' 1 17"O.C. I 1 I M I 5 Cart L.� :r.•..": I wE/ I W O p " D C-L //,S S NEx WASHER WAD WOL1D 50TlWS O 17'O. L W/ 1 J 1 kkL THREADED PEAVRAITON /1t S S NEX WASHER HEAD / 2" Canl. 2' WOOD SCREWS O 12"0.G W/ O M�MDTN Q�PUCE /14 S S.HEX WASHER WAD I J/!'Min. THRCAOED PENET DON MOOD SCREWS O 12"O.C.W/ O MA1WmTH OF PUTS. I 3/1'Her.n/RLIOID PENETRATTON O NIDMOIH OF PULE WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION BU/LD OUT INSTALLATION ALTERNATIVE 4 SCALE-'/!'- '" ALTERNATIVE 5 s '/!"` ' ALT ERNAT/VE 6 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS NOTE FOR COUSIMnON OF SECTIONS: WALL MOUNRNC SECTFONS CAN BE COU&NED IN ANY WAY TO SUA ANY INSTALIARON. 1111 AA i T�iNSTALLARONS ARE ONLY VALID FOR MAX.AS.D.DESIGN PRESSURE RATING FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) AND Ma.. PANEL LENGTH AS PER SCHEOULES SHOWN ON SHEET TO OF 750:015 lx E .Ac. 0.040 BERTHA ALUMINUM STORM PANEL rR.t ExcEPr rwr PANEL'S LENGTHS FDR FLOOR/C xwc wsmuATToNs " s 225-DEEP) "w or SHALL BE LIMITED TO 109' - 2. FOR WOOD WE CONSTRUCTION: WOOD 14EMBERS TO BE SOUTHERN -p _ EASTERN METAL SUPPLY, INC FR/ L ECO ENC ESr. M ,aWS DRNE PINE Na. 2, W/SPEGFiC DfN517Y OF 0.55 OR EQUAL. �„�'. •lQ .260 mw P".40,2 1.7 rmLR rEsl7NG a ENGINEERING CONPANI 1$-042 �,•, RIDP` ••'�4`�. Kms.,on tiFm �.®an..nm PI47AIE'U6rJ70➢-eM1,rM`(561)84I-17J6 EB-0005719 0,719 r+mmr-wr m+v O1D1.rN0 W r r'� �0� WK77RA 1RlA Jr.P.E. otA N- T�l! , h` t 541," fLORUM Lk. 44167 SHEET 12 Or IS - 7/16'O.U.+518'LOAG BRASS SESIBNG W/11410-20 r I- S S.Y.S W/AElW"WASHERIfo/71 S S MIX MASHER MFM S S.HEX WASHER HEAD 1 \ DR 114-0YnLE//EYnLE PnaF1+UTE I{WD SCRfIYS w/! 1/2'Yin. WOOD SCREW'S W/1 I/2'Ar THREADED PEIEIRA"M O 1'o.c. W/17/8'Min PENERUPOI O 12'o.c 7HRIADED PEREMAIOIN O 1'0.c. 1'r B'(IG.)EXf57°IC 1"r B"(Mrn.)O IRCD W000 BEAMRFOUIRElI D 5n? BFAI/REYINRED. / SMUCnIRX ADEQU4 or rsAOEOUACY 7m W1700 OF ENSDAG MM ErrAM TO 8E LERT*7ED BEAM ro BE CERnRED BY RfYiSMED E7.G/IFER BY RECh7ERED EAG'INNEER OR ARCNnECT PMOR I OR ARCHITECT PRIOR TOSHI//lER/N57XIUnON. I f0 SHu77ER NZIALLATlON 1 M1 1 1 br. 4 I T I 1 ' WOOD HEADER 1 1 I Lbnf. I I GonL 1 3 REDNRED � � - 1 I 3 1/1"I-ZOJ/I' I 1 9r 1. 1'Ym. I O 1 I. 2 SEPARA7AW I yl 7 S"'i S W/ I m . 1 I W �ro EO6nAG I 0 7/B'r J/J2 I 1 I-Ar. 1 I WAS I WIAC NUT O I O 1�$[pAR47M I 1 I 12'O.C 2 1 ro ASS 1 CLASS I - I {t7rj Lt V - v ro DaSMWG j i i d 1 3 [SASS I 1 i Z 114-I-ZO+I14,1 I 7 4 _ M1 I I 1 y S.S.Y.S w� u L I 7/8'I,J/37' IMTA_G NUT O I WWC NN O 1? O.C. 1 IOI 12'O.C. i 7 7FFNA/E LEG W I I Cont. I L0GTIQN \ ALIERNME IFC O9 an1 I ._— LOG CmL I j WDWDIH OF PLAFF - --- M170D ACX .. _ 2'r 6' REW DE -� WOOD R£ ✓tED I CK 7/16"O.D.r 5/8"LONG BRASS ---- RE Btlwoc W/11410-20 r 1' _ EO IlEOINRFD S S.M S W/nVIOLE WISHER OR 1/1•MUE/rEYAIE PANELANlE 111 S.S MEX WASHER HEAD W/1 7/8"&A,PDIE7RA110N O 12"°.c '� .. •DD 111 S S HEX W4SKR HEAD MODO SCREWS W/1 1/2"Yin. WOOD SCREWS W/1 I/?"N'n, IN ADED'PENE7RARON O 1'o.e. /HREIDED PENETRATION O 1'o.0 WALL MOUNTING INSTALLATION (D. M.) CEILING A FLOOR MOUNTING INSTALLATION CEILING A FLOOR MOUNTING INSTALLATION ALTERNATIVE 7 SALE` 1/1 tALTERNAT/VE 8 SLE: '/° ALTERNATIVE 9 Sc4LE 114," ' INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS NOTE FOR COMBINATION OF SECTIONS: WAIL MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY FO SUN ANY INSTAaADON. li V., NSF•••' , FLORIDA BUILDING CODE(Non High Volocify Hurricane Zone) 7.INSTALLATIONS ARE ONLY VALID FOR MAX.A.S.D. DESIGN PRESSURE RATING AND I67[L%Inc 0.040 BERTHA ALUM/NUM STORM PANEL fJP1. AND Mor..PANEL LENGTH AS PER SCHEDULES SHOWN ON SHEET 10 OF 15 EXCEPT DMT PANEL'S LENGTHS FOR FLOOR/CEIUNC INSTALIA77ONS _ - slue rT£uMLrm TO 109' (225"DEEP aGWW BY. EASTERN METAL SUPPLY, INC °la0r. 2. FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS rO BE SOUTHERN •t(,V�C FL a L T IN ECO I N C. .268 MTS,RT PALM .F Ow1•r PINE No. 2. W/SPFGHC DENSITY OF 0.55 OR£OLUL. � iC`'• O R IBJ'-•'rl � - ' •ry�CSS/i '• •N(�\ `\ 77L4ue TESTING�t 1EmMG/�NSECRINumDCOMPANY nPSNY P11G'2 M_W&X AX'(WI)BI1-r716 � 15-042 `Tr/rrlHla�ll�sE'`.,Il\ wle.:Pw51k1® ra.9 nmMn-rmr ��, DCAmc.a MALTFR A 71LUT fLOR/DA Lie.I11161 SHEET 1!OF IS 1/1•r La W SVR1/5 /14 s s f1EX WAAfFR/liY1 e a•0.a W/I J/4'WH. WOOD SCREWS W/1 j ` MRrA(1(D oCNErr4IroR f/1•r FAO SCREWS MAE.oED PE'NE7RA/10N o 1•ac 4"r e' Yin. L'xr9NNG .. �5 '--To a,^RAs nO0a'rrwora o a•a c W/r J/.•uk ML ( )'�' MREAOED/'FT2TIiArrO// .9 (u;n.)DaVINL WOOD R£wu RcwR;OWo Mw[Yr+ OEAM REOUREO. SiRIJCIVR•L AOLOLHC'� C,DRAL ALIEOLLCOF EAA7INC WODD OF ExsnNG WOOD WAM 70 BE WOOD SCREWS W/1114 S.S HDf 1/2-DR HEAD f'NCMfER ffy REC6lE ENpnNfER TOL CE'RNUNE OR ARGHNZT PRIOR 70 S/WITER Mi TALUATAWNIRFitOED PENETRATION O 1.O.GRCHNECr PRIOR/UnER INSULATION. O t ISL -h-- WOOD I t 1 ' 1 �„ I I L I Cont 1 I C-L I>rDf�1 J � V ^ I I � 1 I. 1 I Dasm4 1 I h 11P7O I JI } QA55 i � RLPI/YffD I i W 1 I Lei Ew•ISN J i 1 W I'kWUEM t GLASd---I-AlWNV'- 1 t m J t Cf.IA 1 I t SEr•ARARON 7O CXMWN GL TO EX6RNG GLASS �J /•YW(WM I " N 1 SEPARIINIT ro '[rtsnnc cLwn i t � i... I 1 1 1 1 2-,l 1 1 1/1•I-23Y C(ASS I I t , 1 PAIc- ; I gmis W/7/a-b I 1 SEPARATION TD Gi 1 , (IL7At 2 Li REa/r1m I I .I/=-WNC Nur O EVSTINC GLASS I t < 0-\ 1 u i 1 Iq 7/8-r 3/J2• 1 1 Wr o WING Nur O 1 12.0.C. 3 I 12"o.C. i Z".a• Y�8 2•,.. �L , Cont I W=DECK am I 'amtW/7/2,-. AtwvmiE 2',6• , ALTERPL4Tr 1 i ILLTTLW'd 3,w-Waa EAR LEC LDU71OMN WOOD DEfX I [Ec LounoH I I e u a c VVI 1 1 • \ ----- 114- LAG SCREWS 1 RYlF.1OFD 1 PFOEIR Ic..'O Lm II M Q P"lE. •-.• - ' r/4•/LAG SCFtVS '! earecar Roova'E PNEL( S •' a 6.0.G W/!,/1•,An.. I :': W/sOL1WlX LRv.rs(RE oerNc Il r+rERrOw.r...—i /14 s S HEY WASW-7 N(AD • _:._ - narwoLD'vF,LEn¢,Roer 1 6 - mI/aeerm ro®MRv S/a', - h4 s s MDr WAVIER HEAD) W/wkWAu(Lv is ryer aerwa 2) ALTERNATIVE FOA_ '_ `" •r'O1ApJ1 or P"'E Wats Ar�[a[ aC b FASIP® WORD SCRIEW5 W/1 1/2•Min. bW[Crm ro®nidl�/a", WOOD STREWS W/,T/2-un. -.... AT REM Wyj/b•,a l/v W1n.0 Nur NEREAOED PJNETRANON o i O.G HJIfS wr QQ�'d)a[i•oc Q rASTENm M O PENf7RANdJ a 4•o.c. sir:s•+'-r O Ewer sTEWAfr R r Al I+EM I]7/eb+5/J7•WvO M/r WALL MOUNTING INSTALLATIONS a EMERY ScletWOLY Bar SECTIONS f0 ALTERNATIVE 11A ALTERNATIVE 118 FILING A FLOOR MOUN77NO INSTALLATIONS =zo.r ss.sotTw ALTERNA7VE 100 SE077ONS 11 LOUIS W/J/.•SLO=LINT. ,YUTlliil}iti ,EJ EtAED aYIL1daYLr 'O1!•A"•-'' INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS SCALE` 1/4"- 1',�``•ZE4�A•• GG � 7 6 -�., " 6"ac�W/i4 AR VALID FOR PANELS Ct USE � D JOINTLY ,c'�.l�P\'�,CENs'T`/�'� 7/e-a r J�Jz WITH INTERIORLY REMOVABLE PANELS C� `` '•' ' *LNG ®6"O. C. 1 I NOTf fLiR COMBINATION OF SECNONS: '--O•' per/{T�( = I I REMOVABLE WALL MOUNTING SECTIONS CAN BE COMBINED ,•t - n I PANEL IN ANY WAY r0 SUIT ANY INSTALLATION. jCN4LEN �. ..... i NO FLORIDA BUILDING CODE (Nan High Velocity Hurricone Zone) 1. INSTAUATTONS ARE ONLY VAUD FOR MAX A.S.D. DESIGN PRESSURE RATING VM15 ILTEiv NG 0.040"BERTHA ALUMINUM STORM PANEL AND Mo,. PANEL LENGTH AS PER SCHEDULES SHOWN ON SHL17 10 OF 15 2.25 DEEP WWW LTr• EXCEPT THAT PANEL'S LENGTHS FOR FLOOR/CEILING INSTALLATIONS W1211 114"HOLE 60 HOLE SHALL BE UMNED ro 109• EASTERN METAL SUPPLY, INC a4w-. F DETAIL 2 — INSTALLATION OF 1,/4 z 1 Z' FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TD[?E SOUTHERN 'L ECO N C. 12ae M BEAM A .JsRLE PIN£No. 2, W SPECIFICSPECIFICDENSITY OF 0.55 OR YOWL. ntuT reTESTING&ENcrNEERme coAVAwr WEST PALM[ecEc 3340715-042 SIDEWALK BOLTS ® REMOVABLE PANEL / �'`„•;.:( .I'-- r°„ r ? "* `(561)209-8264 fAX MaUa'r-,T,a OPAKlW E8-COOa7,9 WALTER A mVT Jr.PL SRErr I.Cr 13 naaral L;c. H167 1/1-1 r LONG LAG SCRrxS 1/4'1 LONG(Ac SCRCKS \\ ' C W/I J/1'Min. / 0 6"O.C. W/I J/I"Mn. I 1/1'MIN. / RRICK Y£ENLR '+ INREADED PLNf7WTICN .- 111R.1711 PLNETFA770N �70 CASnAG WOOD HEADER TO E7LI37INC WODD HEADER PfNL7RAPON 2' r'Mcc7 `AANELM•QC10 AN I � / o'6,D.C. NAN AS a10R5 o.• 5500- 2 Ir. I r1. — AST �z COD I I I (I)rVEWAu Ieo r vj '? HE Do? I H� ']0 fM VT I 1 Wow 2 I I REOflWED I I 7 REOLRaEO {. .. I"MwANY RCW✓ I I I ER SEPARAPUN TO I7 y I t^y I E1osrMc � II 3 EX&-nA'G I s.s ''I SSrrM��uN EEE SLYiN(K BIW W/ h p I 1 I-MIMMUM N 1/tc]0 3KTNVr —7 SEPAR4TI0W TO EXISTUC GLASS___ II yi sX•/8w I1 ,�41 ---� SOMALK _1•MWMUME �V � I ._q . I u mmx sru I {rt (J)sor-u l/r-m.Mown I o 21 / ry PIAIE 2'x.- 1 1/1•.-20,3/1• I 7-RATE I I/4'1-20 x J/.' ears W/7/B••_ I 1 � I eocrs W/]/e•. I 1 1/2'raN. 1 RfOUIRID 1 J/J2"•TIC NfII o I J/.IT•MwC NN O I MWCTXATX V )X' 'G _ u-a c I _ v-0.. - WAC I i 1/4-1-20.J/1" UCAME ears/7/R1 3/32-trpvG Nur 0 12-0.G 1/411,7'ELL•O J.500' PANELMAIE TYAS� Max y _ ANEJIORS 0 6'O.C. 5 a,nr. - _ 5 rm. TD Casm c Ptntow -- . Cont. - - - EosrmG I/2' LXJ57NG - ExlsrrNc P-0(n 0 eRrrJT sXL 114'0 LAG W1 1 3 0 6.LAO SrA1LMs REQ-0 W.5 LO 6 O.C W/I J/1-161. - 0 6•- C.W/ 2"x 1•STUQS W/ �5 f RRWM N FIPLAM I J/i•Mh Pf PLATE xv O 16"O.C.MAX R b AS PER SEC710V o MIDMM OF PIA2 o L/0111DIII a PLATE 2501 OF RORKN BUILa1NG CODE. ALTERNAPVE 13A ALTERNATIVE 13B ALTERNATIVE 14 WALL MOUNTING INSTALLAT/ONS BUILD—OUT INSTALLATION SCALE. 1/8'= 1' INSTALLAWN DETAILS O TM WOOD BUILD S NOTE FOR COMBINATION OF SECTIONS: VALID O PA ELS USED JO! TLY WALL MOUNTING SECTIONS GLV BE COMBINED WITH INTERIORLY REMOVABLE PANELS 1 IN ANY WAY TO SUIT ANY INSTALLATION. yliiiflNtttWf// `�.ya�.• ��CNS •. /9�'% FZOR/DA BUILDING CODE (Non High Velocity Hurricane Zone) No F mr._ o2or5 TXMW.AC. 0.040'BERTHA ALUMINUM STORM PANEL EJL. L 1. TNSTARE LLAT7ONS AONLY VALID FOR MAX.AS.D. DESIGN PRESSURE RADNG NO.44167 _ 2.25 DEEP OX —erv. AND Max. PANEL LENGTH AS PER SCHEDULES SHOWN ON SHLFT 10 OF 15 71 at/2./I5 _ EXCEPT THAT PANEL•S LENGTHS FOR FLOOR/CETUNC INSTALLATIONS METAL SUPPLY, INC SHALL RF LINKED TO 109' •'y� L71�`• TILUT TESTING t ENGINECR/NG COMPANY wM PALM SWA FL J.TID] 15-042 7. FOR NEW MO00 FRAME CONSTItUCTION: MY700 MEMBERS 7D BC SOUMERN •; '- �C�♦♦. cm x.1.Jrn9.n.m�«Gama¢n•urle PNFE:t55fXv9-m61 FAX.•(561)e4r-1716 PINE NO. 2. W/SPECIFIC DENSITY OF 0.55 OR EOUAL. !�7�(•• ••....• •��: w.....(]ro f•1-1m.re:!ze)6r1-1si1 �u pUMAL Ep •a ♦♦♦♦ f8-LV06]/9 V S'�: L ♦ WALIER A MUr A.RE ao n^'sa SHEET 15 Lr 15 ,�•rllTl . .t•ttitt` RO7d54 Lie 1 44167