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HomeMy WebLinkAboutProduct Approval (2) 4A'iwrrry BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications el Contact Us'I BCIS Site Map I Links I•Search Florida Product Approval USER:Public User qy�;raarM_5 Product Anoroval Menu>Application Detail RECEIVED FL# FL11968-R4 Application Type Revision �O�o Code Version 2017 OCTT O Application Status Approved ��Pfflfl� STb 64C Comments Archived Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 ,(B00)432-2204 Irodriguez@eastetal � Y l ' Authorized Signature Bill Feeley Trod rig uez@eastern metal.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 O Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit,Jr. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By John Henry Kampmann Jr. ® Validation Checklist-Hardcopy Received Certificate of Independence FL11968 R4 COI EASTERN METAL SUPPLY.INC. DRAWING 17-098 CERTIFICATION OF INDEPENDENCE.PDF F 11968 R4 COI' EASTERN METAL SUPPLY,INC. DRAWING 17- 095 CERTICATION OF INDEPENDENCE.PDF FLi1968 R4 COI EASTERN METAL SUPPLY„INC, DRAWING 17-096 CERTIFICATION OF INDEPENDENCE.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 Eqkivalm@ of Product Stdndarda Certified By Florida Licensed Professional Engineer or Architect FL11968 R4 Equi EASTERN METAL SUPPLY,INC. DRAWING 17- M LETTER EQUIVALENCE BETWEEN SSTD 12-99 AND ASTM E-1996.PDF a� 098 LETTER R OF EQUIVALENCE SSTD 12-99 AND ASTM E-1996 PDF FL11968 R4 Equly EASTERN METAL SUPPLY,INC DRAWING 17- 096 LETTER EQUIVALENCE BETWEEN SSTD 12-99 AND ASTM E-1996.PDF FL11968 R4 Equiv EASTERN METAL SUPPLY2c INC. DRAWING 17-094 LETTER EQUIVALENT BETWEEN SSTD 12-99 AND ASTM E-1996.0- Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/20/2017 Date Validated 10/28/2017 Date Pending FBC Approval 10/29/2017 Date Approved 12/12/2017 Summary-of°Products FL# Model,Number or Name Description " 11968.1 0.040"Bertha Aluminum Storm Corrugated aluminum storm panels retained or not by tracks Panel(2.25"Deep)-Non-HVHZ- to provide hurricane protection. Drawing Number 17-094 Limits of Use Installation Instructions Approved for use in HVHZ: No FL11968 R4 II EASTERN METAL SUPPLY2c INC. DRAWING Approved for use outside HVHZ:Yes 17-094 0.040 BERTHA ALUMINUM STORM PANEL.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 W-0"for+125,-130 p.s.f.for sections 1,3,4,,6,7,8, FL11968 94__6E_EASTERN METAL SUPPLY2c INC. DRAWING 8A,9 and 11.See sheet 10 of installation drawing for other 17-094 PRODUCT EVALUATION REPORTpdf spans and pressures Valid ons for wind pones 1 2&3 as ated by Independent Third Party:Yes d d'bjrRSTM E-1996. 11968.2 0.050"Bertha'Aluminum;Storm. Corrugatedaluminum storm panels'retained or not''by tracks Panel(2.25"Deep)–N`on-HVHZ to provide hurrlcane protection., Drawing.Number 17-096 " mits of'Use Installation Instructions APpr ij EASTERN METAL SUPPLY.INC. DRAWING Approved.for use outside HVHZ:Yes. 17=096 0.050 BERTHA ALUMINUM STORN PANEL:P -- Impact Resistant:Yes VerDFified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created,by Independent Third Party:Yes, Other: Large,Misslle.Max.span is IT-11"for+30,-30 p.s.f, _Evaluation;Reports and 8'-2".156r+75,-80 p.s.f.for mountings without"h"header. FL11968 g'g_AE EASTERN METAL SUPPLY;INC. DRAWING See sheet 5 of installation drawing for other spans and 17-096 PRODUCT OF EVALUATION REPORT.PDF pressures.Valid only for wind'zones 1,2&3 as de,fined•by 'Created by Independent Third Party:•Yes ASTM;E4996 11968.3 24 Gage Galvanized Bertha Steel corrugated galvanized steel storm panels retained or not by Storm Panel(2.25"Deep)-Non- tracks to provide hurricane protection. HVHZ-Drawing Number 17-095 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11968 R4 EASTERN METAL SUPPLY,INC. DRAWING Approved for use outside HVHZ:Yes 17-095 24 GAGE GALVANIZE BERTHA STEEL STORM Impact Resistant:Yes PANEL.PDF Design'Pressure: N/A Verified By:American Test Lab of South Florida Inc. Other:Large Missile. Max,span is V-8"for+30,-40 p.s.f. Created by Independent Third Party:Yes and T-2"for+70,.-SO p.s.f,for panels mounted without"H" Evaluation Reports header.See sheet 4 of Installation drawing for other spans and FL11968 R4 AE EASTERN METAL SUPPLY,INC, DRAWING pressures.Valld only for wind zones 1,2&3 as defined by 17-095 PRODUCT EVALUATION REPORT EDF ASTM E-1996. Created by Independent Third Party:Yes 11968.4` Clear Bertha Storm Panels(2'1/4")- `corrugated polycarbonate storm panels.retalned or no(by, Number 17=098 tracks to provide hurricane protection. Limit's of Use Installation Instructions Approved;for,use In HVHZ,:No FL11968 R4 11 EASTERN METAL SUPPLY INC, DRAWING Approved for use.outside HVHZ:Yes ' 17-098 CLEAR BERTHA-STORM-PANEL 2.25 PDF Impact Resistant:Yes Verified BY:American Test Lab of.South Florida,Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large'Missile.Max/span is'10'-0"for+28,-28.p.s.f. ' Evaluation Reports A.S.D.and 4'-0"for+105,-110 p.s.f.A S,D desgin load.See' FL11968 R4 AE. ASTERN METAL SUPPLY.INC: DRAWING 'sheet,3 of installation drawings,forother spans and':pressures. 17-098 PRODUCT OF EVALUATION-REPORT PDF Validonlyfor.wind zones:1,2&-3 as defined by ASTM E-1996 i' ;Created by.Independent Third Party:Yes i RECEIVED Film 11 W, 5AM .40_w� /03N, A )ni( IL c" (k �„�, , 5Tr J.'. e county!Permitting GENERAL NOTES I. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE NOTES WITH THE 2017(6th EDITION) OF THE FLORIDA BUILDING CGDE V4IS STORM PANEL SHALL ASL BE INSTALLED AT HIGH VELOCIY 9.J)MINIMUM EMBEDMENT OF ,OR FANELMATir AND CF TAP-GRIP ANCHORS INTO CONCRETE BLOCK HURRICANE ZONES(M141JI-DADE/BROWARD COUNAES). UNIT SHALL BE ! !/4; ! 3 3/8f8-'FOR ZAMAC NAILlN ANCHORS AND 7 !/8"FOR RED HEAD DYNABOLT SLEEVE ANCHORS DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MONAONED CODE, 8.2) 718"CALK-IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK UNI: NO EMBEDMENT INTO STUCCL FOR A VAND SPEED AS REQUIRED BY THE JURISDICTION WHERE MESE SHUTTERS WILL BE INSTALLED AND SHALL BE PERMITTED, 114-0-20 SCREWS USED SHALL BE 1 112'LONG MINIMUM SHOULD STUCCO EXIST,AND 7" FOR A DIRECRONAUTY FACTOR Kd•0.85. USING ASCE 7-10 FOR INSTAILATIONS UNDER 2017 FBC AND SHALL MINIMUM FOR WALLS WITH NO STUCCO. NOT EXCEED THE MAXIMUM(ASO.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 5 THRU 9. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DE51GN WIND LOADS DETERMINED PER ASCE 7-ID G.3)MINIMUM EMBEDMENT OF 11410 x 314'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/$'INTO THE CONCRETE BLOCK. SHALL BE FIRST REDUCED TO ASD DESIGN AWND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 114"0-20 5.S MACHINE SCREW USED SHALL BE T 712'LONG TO COMPARE THESE W/MAX. (ALSO)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 5 THRU 9. MINIMUM SHOULD STUCCO EXIST, AND !'MINIMUM FOR WALLS WITH NO STUCCO. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS RED,AS TESTED WERE NOT OVER STRESSED,A JJT INCREASE 8.4)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL,ANCHORS SHALL BE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSTS A DURATION FACTOR CO-7.60 WAS USED FOR LONG ENOUGH TO REACH THE ANN STRUCTURE BEHIND SUCH PANELS.ANCHO940E SHALL BE AS INDICATED ON NOTES VERITC417ON OF FASTENERS IN WOOD. B.1)AND 8.2)ABOVE STORM PANEL'S ADEQUACY FOR IMPACT AND.FATIGUE RESISTANCE HAS BEEN VERIRED IN ACCORDANCE 1WTH SECTION 1609,1.2 OF (C)ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIRCA71ONS OF THE ANCHOR'S THE ABOVE MENTIONED CODE AS PER ATL REPORTS IF 0727.01-98R, IF 0329.01-00,.T¢0525.01-00 AND#051201-03 AND MANUFACTURER. fG61Z02-04,AS PER IMPACT TESTING EQUIVALENT TO ASTM E-1996 STANDARD&ASTM E 330-02 STANDARD,LINKED TO INSTALLATIONS 1077HIN WAND ZONES 1, 2&3 AS DEFINED BY ASAN E-7996 SrANDARI AND 10221.01-01 PER TAS 201,202&203. 7. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SEC77ONS i THRU 8(SHEET 3& 2.ALL ALUMINUM SHEET METAL PANELS SHALL.HAVE 5052-X32 OR 3004-H34 ALLOY. 9) EXCEPT THAT HEADERS 3, 4&5 SHALL NOT BE USED. 3.ALL ALUMINUM EXTRUSIONS ALL BE ALUMINUM A 7NT71 G063-T6 AU.OY& TEMPER LTNLES5 DAiERiS7SE NOTED 8. IT SHILL BE THE RESPONSr&ILRY OF THE CoNmcTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO STORM PANEL COMPON£NJS 14 STUODED PLATE AND 1 SNAP CAP ARE PATEN PENDING. ATTACHED To INSURE PROPER ANCHORAGE. 'THIS S'HU'TTER SHALL ONLY BE ATTACHED 70 CONCRETE, BLOCK OR WOOD FRAME BLILDINGS A ALL SCREWS TO BE STAINLESS STEED 304 OR J16 AIM SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 9. THE INSTALLATION CONTRACTOR IS TO SEALfCAU1T{ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CtlIJT7NU0tt5 CONTACT W 50018 W/50 ksi YIELD STRENGTH AND 90 ksF TENSILE STRENGTH&SHALL COMPLY Wj FLORIDA BUILDING CODE SECTION 241 r..i34. BUILDING TO PREVENT WINDIRAIN INTRUSION CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH. 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AIM 304 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. 1G. (a)THIS P.ED. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMA770N FOR A SITE SPECIFIC PROJE2 WHERE THE SITE CONDITIONS DEVIATE FROM THE P.ED. 6,ANCHORS TO WALL SHALL BE AS FOLLOWS:(UNLESS OTHERWISE'NOTED) (6)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRL (A} 7O EXISTING POURED CONCRETE: BASED ON THIS PE.D. PROVIDED HEISHE DOES HOT DEWATE FROM THE CONDITONS DETAILED ON THIS DOCUMENT. - 1f4"0 rAPCON ANCHORS AS MANUFACTURED BY/.TV/` BUXOD(. CONSTRUCTION SAFETY AT SITE IS THE CONIRAG7OR'S RESPONSIBILITY - 114'd CF TAP-GRIP ANCHORS(BERTHA STUD-CON),AS MANUFACTURED BY TRU-FAST CORPORATION (c) THIS PED. WILL 8E CONSIDERED 1NVAUD!F ALTERED BY ANY MEANS. - 114"0 2AMAC NRLW ANCHORS AS MANUFACTURED BY POWER FASTENERS, INC. - 114'0 x 718'CALK-IN ANCHORS OR ELCO mate&female PANEUMATE-AS MANUFACTURED (d)SITE SPECIFIC.PROJECTS SHALL 8E PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME T BY POWER FASTENERS, INC.AND ELCO CONSTRUCTION PRODUCTS, RESPECTIVELY. ENGINEER OF RECORD(EO.R)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. - 114`0 x 3/4'ALL POUTS SOUR-SET ANCHORS AS 06MIOUTED BY ALL POINTS SCREW. BOLT&SPECAL.TY COMPANY. ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO INE PED. ENGINEER, SHALL SUBMI'TO tHIS LATTER THE SPECIFIC DRAWNGS FOR REVIEW, NOTEr. (e)THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD ALA; A.7}MINIMUM EMBEDMENT INTO POURED CONCRETE OF 7APCON ANCHORS IS 1 3j4;•FOR ZAMAC NA7UN ANCHORS 15 1 3/$; PREPARED IT FOR ELCO PANELMATE ANCHORS IS ! 3/4"AND FOR CF TAP-GRIP ANCHORS is ! 114". I 11. SHUTTER MANUFACTURERS LABEL SHALL BE LOC470 ON A AFADILY VISIBLE LOCATION AT STORM PANEL IN ACCORDANCE WITH AL2) 718•CALK-IN ANCHORS SHALL BE ENARaY EMBEDDED INTO THE POURED CONCRETE NO ETNBEDAENT INTO STUCCO SECTION 7709 9.3 OF FLORIDA BUILINNG CODE ONE LABEL SNALI BE PLACED FOR EVERY OPENING. SHALL BE PERMITTED. 11410-20 SCREWS USED.SHALL BE 1 112'LONG MIN124OU SHOULD STUCCO EXIST,AND 7" LABELING TO COMPLY WITH SEC770M 1709.9.2 OF THE FLORIDA BUILDING CODE MINIMUM FOR WALLS WITH NO STUCCO. A3)MINIMUM EMBEDMENT OF 11410 x 3/4'ALL POINTS SOUD-SEF ANCHORS SHALL BE 718'INTO THE POURED CONCRETE NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 114"0-20 SS hAICHNE SCREW USED SHALL BE 1 112"LONG MINIMUM SHOULD STUCCO EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. A.4)IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR ANCHORS SHALL BE LONG ENOUGH TO REACH INE AWN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL BE AS 4!t!at'Ft�jP INnrcATED ON NOTES a 1}&AL2}ABOVE ,4oti �►.T] L�� THIS DRAWING SHALL ONLY BE USED 711 � (B) To EXISTING CONCRETE BLOCK WALL. _�t��� ;`'•`: Tri y''-r+�i m OBTAIN PERMITS IN THE STATE OF FLORIDA - 114'0 TAFCON ANCHORS AS MANUFACTURED BY LEW BUILDER. 1l `�'?� v �,W�"•'`: - 114"0 CF TAP-CRIP ANCHORS(86RIN4 STUD-CON),AS MANUFACTURED BY TRU-FAST CORPORATION. % No.441 ` - 1/4"0 7AAAC AWLIN ANCHORS AS MANUFACTURED BY POWER FASTENERS, INC. 14 ' '7�Yu 41p- 114"0 x 718"CALK-IN ANCHORS OR ELCO mate&Female 1PANEL MATE"AS MANUFACTURED w " 8Y POWER FASTENERS, INC.AND ELCO CONSTRUCTION PRODUCTS, RESPECTIVELY. ��u�=� Z - 7/4"0 x 314'Att POINTS SOLID-SET ANCHORS AS D1S7RttIU7ED 8Y ALL POINTS SCREW) 80tr&SPECIALTY COMPANY. ]I� ° FLORIDA BUILDING CODE (Non High Ve16ci1 Hurrlca - 1/4"0 RED HEAD OYNABOLT SLEEVE ANCHORS AS MANUFACTURED BY 1.rW.. BUILDER. +� V2017 TLMM Lac 0.050" BERTHA ALUMINUM STORM PANEL (2.25"DEEP) EASTERN METAL SUPPLY, INC TILL E C 4,nc. 4266 WEST RaW DRIVE 77LUT TESTING&ENGINEERINGCOMPANY WEST PALM EWA FL JN07 4,is rrn.,uy,sszz ym,, w .ta p-HO R, COMPANY PTIAtz*(561)204-824a FAK JW 11 fr-1716 ar:1xATSTr-rsm_IAL a lsosritr-rstr ae w rte._. err c+rc■, asx+anr err EB-0006718 WAITER A kINIF,tr.P.!~ r a6 xYor" s FLORRL4 Lc 44!67 : ra.r v/er11 .t 74.845-(TOTAL RIDW) a s4s•(mme w1a71r) �, 2560• J.0D0`JAox 2.564 S -12.0W(fSFEa7VE HIM) -- ( �-caoa (rxrFCRr wmn+)-� 7 .lzs• t.50D' f.5a0' 1.Sna• 1.5�' 1.500• 8725 �• i 4.500- 4.500 4.500' 8125' s As MAucxa£!Tial l rx AS AGFS 4MC @1+1 i f•'•-' .125• 125' 'R.25a' y .ru + i- oxs 0 r o m o .1zs' RTDo- g 7n ` n K H 8125' �2i25'�S89I'---F-2125• �Z125•� yr ! .075' is Y,y1p• F 1 ! 2681- A --2saa'--# 2340 Flu R O 'U' HEAaER ZEST* x swE,W.t' rs.nD• mm nrorlfJ ! °^'!c"- 3, "hHEA3' Max. 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WZS�f�l ivesr Rams FL R1/7 f 16•,Y[18 r7 vf4' LONG WALL PLATE 9/�JJI�A� cps Tfwjr TESTING a£NGWE£R1NG COMPANY sdb F/fC_r• 'rfe+Aiise6MFt teasuFW es< 1s .s cv r ,vr66 P1roxE(561)209-82E4 FAT (561;841-1716 EB-D0087fS n- V3711531 ars D FWR R10A[[,c 44!67 as 11-Pi{ 910 FTOP TRACK (SEE COMPOAIENTS, SHEET IA OF 9) CONCRETE ANCHORS (SEE SCHEDULE) 1 lAn. 1 min.1 0 0 0 0 0 0 ­._..-..�r_---- Y_--_....__.�._______l_7_-_r_T --___..rr..1 _ _r..__,._r_Y_____r i i s i e i t i /1Ittl�dHley���� A 1'a f t.3" CONCRETE ANCHORS (SEE SCHEDULE) ; ` M X-y �$ pis. '-., 0 MOX. 4 1 Min. M;. �•»....,.�• t 1 n =-BOTTOM TRACK %d�S10NA�- STORM PANEL TYPICAL ELEVATION (SEE COMA SHEET 1A) �'' Scam --1/4" Max. GAP 1/4"Max. GAP oiN "" FLORIDA BUILDING CORE Non High Velocity Hurrican c'.Ztirl TurEco+xc. 0.050"BERTHA ALUMINUM STORM PANEL (2.25" DEEP) + SECTION A—A Z„ /""��"�� EASTERN METAL SUPPLY, INC I C a 1 a C. 416E WEST ROADS OWC 71UJT TESTING:.ENGINEERING COMPANY KUHG+M OWN.TL.33407 1 SCALE: 1/8"= I" OM AW..scu s s.Sas r a 21fro PxavE(561)209-826X M'(561MI-1716 awe:(d2s1.TH-ism. fr7s)sli-:s1t m:w aav o:w �nmvw ua G ER-=6719 J WALTER A 1Nlt. . cca ra-w+ FLORIDA Lim um 0 7 - SNA Frr6767 a - � fA 7.AM131C Acl7tEL RED TIFAD TAPC04 2400 NIM,REV IAD UPCONS,7R1NC NAIL RED 7214--� TAP001 tt CF TAP-CRO;tM 10 OR \ \ 70 Carl. OYMM..CF TAP-fdDP,G1EK-W Ort \ q DTN B=rF VIP-!STP,C"-M OR\ EitO AMtE/MALE PANEURTE�. TAPL1iY5,ALL P071T SptID-SO J� A.CQ LStlFf fELtN.E PMe'7dN7E AN 4E'/allLE PANF4017E ANCHORS CF TAP-GRZAUW A AW HrrORDYAABOL7 tS MIALE IVR SPACOwi) \ T"' CtlrtG SplEDIRE FOR SPACR.'C) ` SCMMME FDR SPACMD) Co PAMWIr- 17 �' —} AIlCMORS(SEE SWEW FO SPACMG\ ! I POURED 4 \ P'DUR@ POURED �-+ CONcRrw CONCRETE \; 1 T PouR@ — g y EQU1REV d .; c i REQUIRED-,\ W ry R�i?ED-^. 0 ! 3 Cana; W \ i I"m/malumAfrawm Imllw SWPARAnON TO T � � �+ SEPARAnON TO ` $ SePAWON ro MAW I f'MJNINUM W GIASS 7 CLAW I SEAAW7=TO t u fi W ? Sn' GtA55 1 i 2 ± 1/�4'0-2D r 3!4" B0LT5 IY/7/B x ! JIM.tCYG NUT© T 1/4"0-20 r 3!4" 7/8":.S/32"WING NC? { VOLTS W/7/8 r & 12 0.C. 3 r 4 1 o.;M Nur s j { ,� j t 1 Cana CONCRETE W I CO 4S I J vi f POURED c; "'-�` w OR CONCRETE t OR CONCRETE @@ -"i BLOCK WALL ! BLOCK WALE -� CONCRETE I _/ 1 OR CONCRETE REQUIRED i -/ BLOCK W r OR CONCRETE -)- 1 \ -[ �'-'�" t BLOCK WALLf- f t T Cane REQQUIRW (�WLL --/ 6 Cont. t E RfOUIREO -f/ ,\ 0- TAPC0.4S,ALL Po:Hf SdtlD-SEJ; - VIFCQYS,IAWC NAS RPA IffAP-r TAaQ.YS LUfAC k§ttflL REV HFAD-r I I ""-lY/NUT lABAC AAOR7.RED tiC1fV DYNA6DLT, OJt:AEOLT,CF TAP-aW.tiiX-W OR Ott:A„dli,G'TAP-OW..CALK OR ! / Cr TAP-GRIP,G!X-W CR EtM MOLE/PE7WtE'PANE4AIE EtCO 1✓.4Ey F"tNtE PAKT2IW/E / Ai,CF 1A GLKOB� 11 Cont. ELCD UALE%fE1tALE PNlBArA7E 10.Conn AM1TNORS ANC7SW5 ! i ELA7 RAiFf Fe7aAt£PAhe7lGJE r ANffftiRS t fiCll+�tRE IDR SYA.^LYC) !SFE SCHED:ILE liUt 5739dNd) (SEE SCMW"FDR 3PACMC) ANCh (SEE SCMTD AE FDR swam) SEC77ON 0 AWHOR WALL MOUNTING INSTALLATION BUILD OUT INSTALLATION BUILD OUT INSTALLATION SECTION 2 seLE;3/8.a , SECTION 3 st uE:s,B'a r SECTION 4 saLE:me-- r 7"MiNRAUM s1- ►•?f�.+yW�'`.�L f+= EDCE DISTANCE B 2"OMI. "WING MUT SEPAL TO i T E.O. - SHEETS 8&)ON ` dd {{gQ7 _ �.W�t1ii y / ' RMSHEDWALLw 1 � NOTE FOR COMBINA7701V OF SECTIONS: .. {{ CONCRETE W ` 3/32"It7NG NIJr® 05ALL/FLOOR/CEAUNG MOUNTING SEMONS CAN BE cmCRD -� /� 00- o OR CDXCREtE f 12'R C. COM81N@ tPT ANY WAY TO SUIT ANY tNSTALLA77ON. WALL RE UIRED E E REQUR@ 1 12 BLOCK WALL -•.-� R@UlR@ / 0 7�Conti UPCONS V..1,11 REV NF/D=1 , N AttNBOLT,Cr TAP_..%& C. . & OR ELCO L6 W FEtuLETsANE7MATE / �CoM. FLORIDA BUILDING CODE (Non High VelocibyrHurricc SECTION 0 STUD �MC MR ) .2Dr7 WECO,mr. 0.050" BERTHA .ALUMINUM STORM PANEL (2..25"DEEP) WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION EASTERN METAL SUPPLY, INC SECTION I sc4a:3le-< r" SECTION 2A seat:3/B"a r 11 L l E C Q i N C. 420 I%MT ROADS DRQ TILU7 TESTING&ENGINEERING COMPANY WEST PAW BE1CN,FL 33407 4ss5 Na+.J60 ss sr...tat v :xa DWD,Ut£A mre, PIIOJJf~(56!)201-R28J FAX(56!)847-7716 NO.LFs:BETA31 OF StCnON A STUD YAUD ALSO FOR Fnam r �� 067J6 C:LlSTn7r-ritr rmc w orrs- m;w aesrrmr wa WALL Wl UAW INSTALLA7tO.Y-SECTION 2 DROOP) WAtTEN A.7TtUT JT.P.£. 7 as is are TflAfr sr FLOR/0A LFa. 44767 , oPGbNS,ft.7hW oa IItO elft£ PMctdtNtE M'CNaIaS / \ 7/6"0 0 UPfONS;rA.utn uaLr 10 Cone FLTSttE PA4t2MOE M'LTlOR3 CF r�P-C.R'P.C4.tr- 1 CMI WWVML'mn sP•ttxYc) Ar at ftM egtE/IFYALE ( f r a"0-20 S S.MACWNE �"•'-E D• ( E +tE.IIutS FOR SP.icat5)� t E D. r-MAtf fL PANFUt1rE M'p/0a5 ! 11 ��OLT W/ NOT&WASHER i E D. \, (SFE.w,rn,nr FOR o tttt o t2`O.C. r n r't -Mt ALt.POINTS SOLO-SET OR S'PACNO) S o 7 ♦ f r i t y t ,!I MAfF./fDdAIE vANEVdATE ANGi10R.S��\ � t"Min. POURED CONCRETE fir. POURED CONCRETE (£E SCHEDULE FOR SPAGNC) �---.= 1'\ RE07l/Rm--�M !t REQUIRED �„•' {7 !,i # POURED ; \ N \\\Nl R CONCRETE ! \ r i , ` �'-�` POURED REOUtRID^♦ d o i GONG7ETE ! \ \ E ti j I ALTERNATE ' i OR CONCRETE aT \ 4 ( LEO LOC4770N j BLOCK WALL j i ! 5 Conk S 9 Cont I RmU1Rm� t \\\\ . 4\l\\\\♦ t Cont. • ' �+ 1/4'0-20 x 314' I ! i Isr ' BOLTS W/ ! 1 mom 7RVSEPAR�TO SEPAR+ 0 GLASS A7a70 TO- !0 I W 1'MINIMUrd 4 N GLASS , SEPARATION Ta CLASS tt )14'0--20 xJ!a'BOLTS � ¢ /2'0. C I ! I LEG LOCALIEWE ! LEC LOCATION g Cant I t t l,a`0-20 x 3�a'--- t - I T ♦ j 7/6`r J,3Z'KING BOLTS W/ 11"O.C. 3/32•I}1NG NI)r O f. ./{"/rir S 12"0.C POURED ---F c r i { CONCRETE POURED iii OR CONCRETE CONCRETE 4i �' � _- { B Cont BLOCK WALL I OR CONCRETE `• BLOCK IV BLOCK IML RECUMED -� .� `7'L6n.-- .'•fi'' , /. A/ ! � ,.. /! / i./////, j�r:J, /1' %/// Cwr-R{ALL POINTS sou0-sEr C f"Min. FOtIFEO Ln E lr--- �/ PauRrD ctatalFlEJj T'""1' f &W MAL&4 MALE PANEVATE ANCNOIF., wCahm ZNYAc AKW4 RID N£SD / ^1/a.0-20 S.S.MACHINE (SEE Sd1EO1R£FOR SPACING)• f ORLlMIS omoor mrt CF 17w r,F BOLT W/NUT&}VASHER TAXON;ctx-Nr OR ELCn mtCe-1 1 I J=n Cult-Ix OR VXG+LI.E,/�f, CRX-w OR ELCO UALF/'MME 4 M'0.C FF3ALE PA.OYAI£MCROrs �----E D. rDME PM'RWE ANW= &D. FM'EtlliTE ANCROR6 11 Cont (SEE SClLrO1lCE FOR SS�ACWOJ (SEE SOMME raR SR40W) CI£E SOMME FOR SPACWG) BUILD OUT INSTALLATION CEILING & FLOOR MOUNTING CEILING & FLOOR MOUNTING WALL MOUNTJNG INSTALLATION L SECTION 5 STALE:316 r INSTALLATION - SECTION 6 INSTALLATION - SECTION T - SECTION 8 SCALE:3/8'= I• SCALE:318"- }„ SCALE:3/6"= T' Nryx � )� r1►1 OIL yu;=�� U=t AT AgCHORS MAY$£!/ 0-20 510£ I'UlAWAUu ►••,.S G�Hs�t w s 6OL p/®aR 1140--20 TBLLss eacr SEPARATION ID :��.Wl} GLASS (DA tam=" '; A i�*7 •510E I cHk 7s ARE J/4 A 3 S PER ! �j"*T •A C y XE�LACIIJNE SC NO, AS PER NOTES A.2 8.2(SHEET 71). f/4.0-20 r 3�4• E A- EDGE DISTANCE u 9 gp / / (5l1EET &TLE ON f a •TRURS HEAD DCIS ARE 71210.116'THICK,DID Cont 0 3 25 WING NLIr'O ) ` ` !�� MACHAE SCREiV IV,LD%WM AS PER NOTES A2& 12•o.a �77O<'- Iti60RiLit'.-r � a2(SHEET 1) _1 NOTE FOR COMBINATION OF SECTIONS WALL/FLOORfr IJAIG MOUNTING SECTIONS CAN BE , �PAMMPAW AWIMS s/�' k--a D, COMBINED W ANY WAY rD SUIT ANY INSTALLAVON. FLORIDA BUILDING CODE Nan Htgh Velocity Hurricot (SEE SOMME Ina SpAmrn) I 22017 TWEM INC, 0.050"BERTHA ALUMINUM STORM PANEL RPOU ED OO (2..25"DEEP IRED FLOOR MOUNTING INSTALLATION /� •� EASTERN METAL SUPPLY, INC IL E C O I.a4••. 4266 BEST ROADS ARVE SECTION 5A sCALE:3/B"= 1" TTLLIT TESTING A'ENGINEERING COMPANY *EST P"6540H'FL'T_W7 ' =tcxcvlt A SJras PHOND(S6!)2O'.i-82£J FAX-(56I)6i1-1716 FTmre:ISGSkTTT-ram.fa:T4s 7J-191 m.w. umOlmn NR; tSY.N oaama. MR EH-OOD677B WALTER A TR11T Jr P.E r Eta rs.oa+ A ..ROA l Lia. 41167 a \• y I' POURED CONCRETE �! � POURFp CONCRETE CONCRETE BLOCK WALL \, YAR/E5 3'1, RIRED ♦ Max. D BLOCK WALL £OUR � POURED CONCRETE—� OR BLOCKz 2"x J'x.043' ant. fum OR -•--., \ r POURED \,, 1! t{ IY CONCRETE)RID \ ON ANCN°RS6053-76 Y Conti 0 a ANGLE / CONCRETE R 0 12 `\ CONCRETE BLOCK �' •-•--2500',Nin.\ WALL REQU/RED \ fCONCRETE ANCHORS 25°0 f 7'A6R. \\• 19 12'O. �_. CONCRETE \ \`\ ';� - `\\\\ `"\ xa 114'GAP AO 12,0 G VARIES S' t REQU61EL1 ALWAYS -- ®OR(_h 1 ORS F.M. c .. / l _Lim 14' `' OR 1 h}R{l4 TOR t.:F i ALIERNATE LEG LOCARON 2'x 4'x.125' Z'x 2'x.Ri$' TO 2"x 5'x.055' 3105-H14 OR 6063-76 ALLOY �y I- ♦,, .R it�i Cb t Atom.ANCLE R ' Cont.Atom.ANGLE /% ll___ +V OR.060'3105-H154 SHEET AFETAL Nun Cls/4'p BOLT 4'x`4•x.072' HEM PLATE WI-CKONUT• C°�H °A(LEES-T6 ALLOY l CASE A (Plan) SCALE t/4.= I- CASE 8 (Plan) CASE C 6 Ian 3 CASE D (Plan' SCALE.• 1/4"- I" SCALE 114"- T" END CLOSURES DETAILS SCALE 114-- I MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "0 o'Cm R°�� �C0Nr. wo. _ \ SCHEDULE FOR A GIVEN PANEL SYSTEM REauram I lm' Posmav+� BLOCK MALL POURED CONCRETE—. —/.5 71 \ A.) - PRESSURE OR CONCRETE BLOCKTAPCON ANCHORS OR WALL REQU11W ALL POINT SOLD-SETA.IWIAfUM Maz PANE �ENG1H (SEE SCN£OULE FOR SP +LTQIE:SNAP^SORRATING yRoom(pxf: NOU1DIMW1MOUNWWL MOU GWj9r'HEADER % 'h"H£ADE'R Q3 COMPONT 4& COM. 1 � " • I y _� +30.0, -350 12'-11' 12'-71" 12'-r7" �1'MNUruM M EA1� \ SEPARATDN � � i 135.0,'-40.0 12-0` 12'-0' 12'-0' 10 GLAss t / 7/8 x a/ +40.0, -46.0 11'-2' 11'-2' FSA.31uD o +45.01 -50.0 fp'-7" t0"-4" f0'-7' CONT.-4" POURED N�OR CASE E (Plan) + ti CONCRETE f BLOCK WALL / SCAM- 114•=1' +50.0, -550 f0'-0" 9-4" 10'-0' / REOWRED CQnR POURED RETE fi TE 1 ,, SECTION C� STUD\@ (O°E"POSITION+) +55.0. -60.0 9'-7" 81-61 g•-7' R CONCRETE BLOCK •i r WALL R£OUIRlD I TYP. TOP/BOTTOM +60.0, -65.0 9-2' 7•-g' 9-2 6'-9' T•2^ g'-g' rON�SES/ / \~�O �llool"�mft f"ITALL m so ,+t (SW SCHEDULE FOR SPACING) COPN!05mDN.aS 116 +65.0, -70.0 WALL MOUNTING INSTALLAT y{Aa1'",• t! +70.0, -75.0 8`-s^ 6'-ET' 8=6` -;' , 167•••'s FLORIDA BUILDING CODE (Non Nigh Velocity NuTrJcar SECTION 9 � _ {gyp, : � e2WOt7> � 0.050"BERTHA ALUMINUM STORM PANEL +75.0, -Bp.O 8=21 s-3' 8-2" SCALE: 3/6" 1" (2.25"DEEP) M. MINIMUM PANEL LENGTH 1S 3-0- �1AA pp, ,A /� EASTERN METAL SUPPLY, INC d?/�/ ,/n• „�,.•' A� L ECO INC. 4266 IRSr ROADS Ww itS 1At,�1� TESTING SENGINEER/N0 COMPANY MT PALM 8E4LY4 It.35107 d SI� � N,ox lam, ala.aaR tsav t c+SacAtR R.mrm PKONE(561)20D-BLSX FAX[1561)841-1716 +fsi s100r4r" :(a arra- r>z a(Ja+lalr-rmr cr a armrxx aur rsx m amrnw aur £8-0006719 WALIER A.T111R'44 P.E. MD t4-a4t x FLORrOA Lic. 44167 � IMS 50=W RmrAMS MIMED AIIVM SPACM MAXIMA S D DESIGN PRESSURE,.,RAU Q id's f} AND CORRESPONDING MAXIMUM ANCI�R FUR A QM A".o A� E D. EDGE DISTANCE HOMER"D.DEM LOAD MUST BE WWWD As Pae SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND CONCRETE BLOCX- STRUCTURES SCHEDULE DN SHEET 4. . . MAY7Ate/d MAMUM ANCHORS SPACING FOR E D. $ 1/2''+ AFPUCAB!£r0 1lNddD.N A� L(AWLW ANCHORS SPACING FOR E.V.=J 112'+• APPLICABLE Rs;D. DESIGN WCONS ZAMAC N'IIUN/ CALK-M SOLID-SEI PANLINA7E'5 CF TAP-GRIP SECRONS#& PANEL DESIGN r�0AS ZAWC NAIUN/ y(N SOilD-5£F PANEWAJE3 OF TAP-CRD' WVWNS A PRESSURE RED t1Q DYlti6OtT !Y COUSM17 LENGIN PRESSURE RED RD.DYNA6OLT ANY Comm RATINGro ro m ro m r0 ro L 7D m m To m OF THEM 2"(H.) p j ro I m m to m m m J m ro ro m m OF DIED CGNCR£7E 1CASC4YRY CONCREIE�Idt50NRY COh•CRE7EJ4ASONRY CQNCRETF +tASR1LRY CDt+CRE7E�Li4(HR7Y GOXp?c"1EI LL.tmVRY CD,cL77EtElLaasDAlHr CONCRE7£�uASGVRY CONCRETE-LKSDNR!' GDA.REt£}NN'tiKR+` Gt`tCRErE LOKaVRY LtFA,7$TE'7fASOtdRY r2• J - 12'++ - 12- { - - - 12' { - 12' 1 - r (top) 12` c - 12-++t _ 12' { - - { - 12` - to- i - r(TDP) 12- { 10- 12-"1 12- 12- { a' 12- 1 12• 12- { lx' 12" 110 1/2" 1. e(BOTTOM) 12- { 6- 12•++ 12- 12- { s' tz- ! 12- 12' 12- It 1/2';6 r/x' r. 9f(BOM Iz" ; ^ 12'+ - 12' { 12' I2` { 12' T2- - 12" { - 2. 9+(TOP) 72" { 6' X f`++{ - 72- i 12' 12-E 12' { - 11 1/2 - 2. e(TOf 12' ; f0' 12"'j rz' rz- t g` - - r2' 4 72' rz' {10 1/z` 2(6orro!d) Jx' 6- rz-++j 1z- 12- J 5- r2` j i2- r1 1/2"is rf2' z(80T7Os 12' J 10- 12-++1 I2• 12' 8- - { - 12' { r2' 12' 110 r/x' 24(8011(111) 12' j 6• I2•++{ r2' j s• 12" J tz• r1 i/2' 6 r/2' TA(60110, +S£0,-4aO 12' f - t2"++i - r2' - - i - 12- } - 12" - 3&4(TOP) a,-o" +=v.-#o r2• { - 12`+� - 12- � - i2" j - It 1/1'( - 3&4(Tb OR 12- to- 12`++ 12- 12 a" - j - 12- 12- 12" J/D 1/2" 3(BOMM) OR OR 12- 6- 12-++' 12- 12" ( 5' 12' y 12- 11 r/2-y6 112" 3(8(1170.4 LESS LEW 72" { f0" 12'++{ 12- 12' { a- - i - 12' i 12» 12' ?t0 1/2' 4(BOTTOM) LESS 12' J 6- 12-++J 12- 12" { 5" - J - 12- 1 12- 11 0- .+41 f2' 6 r/2" 4(80rro.4 12' - t2-++; - r2- -• -' - 12- { - 12- - 5(70P) 12- J - f2'+•+1 - 12' - K� J� 12` - IJ 1/2" 5(YOP) t2' f0' 12'++{ 12- !2' ; 9` - - 12' { 12- 12• 10 1/2' 5(80770M) 12' ` 6- 12-++{ f2- 12" I - 72- I 12' 11 1/x',6 r/Z' s(6oTTD:a12' ^ - - 12- ' r2' - - J - 6(TOP) 10' i - to' - 12' - - - 6(/OP) 72- -. - - 12- _ _ i - r2- 1 '. _ _ 6(8077OM) 8' - - I - 8' ; - 1f' - - ' - 6(Bomv 5A BOTTOM 1x 3 - i - 7()OP} 7' 7' - 9 !/11- _ _ 12' _ - _ _ _ 7(a--) 7" i - - i 7" - JO - - 7 - 7(60110.12- 6- 12' j 12' 12- { 12- - 8(TOP/BO7TOLM) - - - - 12" V - 12" ' 72- - ; - B(TOP/BOrn 72' t2' s - _ _ ` 72- ! _ 1 (top) + ONLY TAPCOM ANCHORS OR ALL POINT SOUD-SET ALLOWED FOR MOUN7WG S£C77ON 9. 12• J $` t2'++ t2' 12' ( 6- 12' 1 12- r2' ! 12' 12' 18 712' 1. 91"(80174!1) ++ ANCHORS SPACING ONLY VAUD FOR ZAMAC AWUN. 11` k 12"+ 12' 72- J 12' 12" ! 12' 72' - 12" - $ 9100P) s SEE SHEET 8&9 FOR ANCHORS TYPE&SPACING 'EE//414P�Fiyy 12' { a- )x'++{ 72• 12- J 6- - 1 - 12- k 12- 72- {8 1/2` 2(Bor1oM) FOR WTALLATIONS INTO MOD FRAME BUTLD7NGS 100 t*l 12' j 6" 12"++( 12' 12' 6" - i - 12" I2" I2• a 1/2` 24(aOrrOM) rr AMMUM ANCHOR SPACINGS ARE VAUD FOR 3 1/2'EDGE DISTANCE. P i•.J+,�+�......�y! `.�=- !! FOR E Q LESS RDW J 1/2;REDUCE ANCHOR SPACING BY +aa-48o r2- I 12"+{ - I2- - - 12- - 12' { - 3&4(TOP) MULTIPLYING SPACINGS SHOW ON SCHEDULE VY THE FOLLOWING '� ++ FACTORS. Aft E D. FDR CALX-fN ANCHORS&ELCO t OR tz- { a` 12" i 12- 12' 6' - 1 - 12- i 12» 12' {8 1/2' 3(BOROLI) D8'-D' PANELLIATE IS 2 1121.AND 3 r/2'FOR SOLID-SET ANCHORS), to LESS t2' J a- t2-++I 12" i2' � 6' - � - 72' i f2' 72' {&t/2" 4(�77H7M) !0`-D-O" FACTOR 12- i 12-++{ - 12' - - ! - 12' - 12- { - 5(TOP) ACTUAL E D. uyAC NMUN = 12- 8' 12-++ 12- 12' 6- - J - ' (9o77oM) w�0� { 12 ! !2' 12' {9 112 5 TAPCDN T� C4LXaN SOUO-5:1 CF IAP-CPoP �� �""-..+••••��T SS 12 i - - I - 72 ! - i - 6(RTP) J. - .86 .75 .78 1.00 " �" � 1 ed�' 10- { ^ - ( - t0' - _ {{{ _ 12' f _ _ - 6(BOTTOM) 2 112- - ,71 .50 - .80 12' - - { - S4i�� z' - 50 - - - 9' 9' i .' - i - t2' - - fi - 7(80710!1) 1 1/2' .35 - - - - 12` 1 6' 12" } 1. W.W. - J - 6(-PA--;i FLORIDA BUILDING CODE (Non High Velocity HMrricor s2o»1TUEM RRc 0.050"BERTHA AUMINUM STORM PANEL (2.25" DEEP) EASTERN METAL SUPPLY, INC 1 IL ECO,ac. 4268 MM ROADS VMW nUff TfST/N0&ENGINEERINGCOMPANY W.-SrPALL(BF m IL sus Rr.w'rn. Sa 3Ls LR sacs PHAVE(561)209-az6.T,FRY(ssr)64t-J7r6 fsyysYl-IS1i YIK q pSvvMM ,mEf CK q M!I ! EB-0OD67r9 FALTER IL77LLR Je:P.6 a (xD es-DN a SHE FLORIDA Lie. 4+167 a TMS SCHEDULE 9m%Am REOIARED ANCHOR SRAC08. •• , FOR A GNM Asn.DESIGN LOAD AND PANEL tENGOT. MAXIMUM A.S.D. DESIGN PRESSURE RATING_(p s f AND CORRESPONDING MAXIMUM ANCHOR HOWEVER MA%WWu PAhn lelmFOR A Wil E. D. >EDGE DISTANCE ASA SA DESIGN LOAD 146T BE Ma AS PER SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND CONCRETE $LOCK STRUCTURES SCHEDULE'ON SNEET 4. -1 0. -, MAX MAXIMUM ANCHORS SPACING FOR E.D.0 3 112'•• APPLICABLE 7O iL/XrtLUt1 MAXIMUM A IMUM MAYLMUM ANCHORS SPACING FOR E.D. 3 112'•• " `�'APFt L ASD. DESIGN 7APCONS zumc Awuw CALK-W SOLO-SET PANE"aw CF TAP-GRIP SECTIONS P& PANEL DEVON TAPCONS �'�C NAIG/N CALK-BY SOUD-SET PANE(MITES CF rA�d-i..�P PRESSURE RED HD.DYWOLi COMBILARO LENGTH PRISSURE RED XD.DYNABOLT jar 2 .G�M81N IIARNG ro ro ro X ro ro 1 to TO TO ro to TO TO OF 711E7d v(ft.) RATING TO ' TO ro i0 ro TO To To To TO ro L'ONRE7E MASONRY CaYCRETFI MWVW CONCREWIMASONRY CONCREIEl"SONRY CONCRETE]MASONRY CONCRETE MASONRY (P•S./. CONCRETE MASOYRY CONCRETE MASONRY CaY10 M,ASrM'R!' LONCRETEi MASa'1RY Cf7+�lCREfE.1kCQ�hN1" W.*JfAElE4 12' - 12"++� - 12• i - - - rz• - rz" - 1(1Dp) B- - r++ - 9- - - ! - 12' ( - 5- I ,r k=i'ftb3 ++ 1 7• 1.9+(BOlTDA1) 12' S• rl•++ to, 12- 4- tz' ' 12- 12" 19' 112' s• 12- s' f2` T2- 12` 5" 12" 12- r2' 1 !2" 12' f2- - 12 +� - 12- j 12- 1 12- 12- - 12- - Z e(TOP) 12- - 9-++ I2' - 12' 1 12' 1 12` - 9" 2. 9+(7`6 12- 6- Iz-++} 12` 12' 5- - - 12' j 12" 12` 1 7- 2(80770W12- 5- 11*+ 10' 12• a 4- - j -^ 12` 19 1/2' 9- 5' 2(BOA 12' 6' n'+j t2' r2' $' - { - 12' T2" 12 1 7- 2A(BOTTOM) 1z" { 5- tr'+� t0" 12- 1 4- '- - 12- I9 112 9' f S. 24(807TL +.f5.0,-4atl 12' _ 12•+t{ - 12• ,,,, _ f _ J2' - !Z' j - 3&4(TOP) 8=D' +550,-50.0 !2' k - !7'++ _ f2' _ - _ 12- 1 - 9- - 3&4(7i TO 12' 6" 12"+I 12- 12- 1 5" - ` - 12` 1 12- 12" 7- 3(BOMIQ OR ro 12- 5- 11 10" 12' 1 4- - 12` 19 112- 9- ; $' J(80.770 } LESS +5501-60.0 12- 6" 12-++! 12 12` 5' - f - /2- 12- 12' 1 7- 4(BOTTOM) +750,-80D 12" 5` ll-++l TO" 12' 4` I ^ 12' 19 112' 9" 5' 4(SOTTO, rz'++1 _ /2- r2' 1 12" j - 5(Top) 12' - 11 - !z- 1 - - E1 - 12 j - 9' 12- 6- 1z`+ 12' 12- 1 S' - - 12` r2- 12- 7- 5(BOTIDW) 12- 5' 11- 10- 12- 1 4- - { - 12' j9 112' 9' S" 5(807T04 to- - - - 10- } - - 1 - 12' 1 - - - 6(TOP) 8' y - - - B` ( - - - 1D rf2-' - - i - 6(T0P) 12- - - - 6(Bottom) 6' - - _ 6" - 1 - 9' j - - ; - 6(Som 7- - - - 10 112-I - - - 7�M 5- - - - 5' i - - i - 7 112- - - �7(WP) j t S - - 1 - 7(BOTTOM) 6• - - ; .' ' _ ". 8• , 7(B017DL 12- 12' 12- - - 8(TOPla—M - , - ( - 12- - 12- 1 12' 12' 5' - ;tt - 8(TOP/BOTi 9 7 2'{ - - t P 5' i - 4-++1 - 5' - - }} 8" 2 - 3' i 3 t/Z' 1 (70P) If- j 4- 9-++i 8- 11- t 3" 12" 12' 72' ; 8• 7 1/2' 4' J, 9+(80TT0."AJ To' 3' B'++l! 7' 10` ' 3' 72' 4 12' f2" 7' 6 112' - 7,9+(BD77L 12' - 9"+++ - 11" ' - 12" 1 12' )2- 4 7 112t* 4' 2,9+(TOP) TO- - 7'++! - 12" 12- 12- 72- 6 - 6 112'i - 2,9+(TOI lr' 4" 9"++ B' r7' 3" - - Yz' 8` 7 1/zz(eoT7om) io8•++! 7' lo- ; 3' - - 12' 7- 6 1f2-�3 112- 2(BOMA IT- 4' 9'++ 8 T7" J" - - 12- B' 7 1122A(BOTTOM) 1O- 4- 8-++l r f0- i 3- '- 12- r 6 112-13 112• 2.4(80770, JSo..-40.0 t t' - 9-++; - it- 1 - j - 12" - 7 112-1 - 3&4(TOP) +550,-500 To` 1 - 6-++ - 1O- j - - ..., - 12- - 6 112-1 - 3&4(t0 TO ti' 1 4- 9"++1 8- 11` 3" - - t2' B` 7 tf2'1 4` 3{BDT70M} >8t0- 7D 70` 3' 8'++ 7- TO- 3" - + - 12` 1 7- 6 112-15 1/2' 3(807701 +510,-60.0 1!` 4- 8'++Ii 8' !7' J. t2' 6- 7 112-1 4' 4(60770M)) to t7S+710.-BOD 70" i 3' 8'++ 7" f0" 3' _ _ 12' 1 7• 6 1/2-13 7/2' 4(807F01 12=4- 11• ! - 9"++I - !1' - - - 12' ^ 7 112' - 5(Top) f0` - 8'++ 70" !2" - 6 112-{ - 5(W) It- 4" 9-++1 8- It' ( 3" - { - 12' 6" 7 112.1 4- 5(BOTTOM) 9` j 3' 8'++� 7' 9" j 3' - - 12- t6 ff2- 6 !12'13 112- 5(80TtoU j (to) s' i - - � - 6• - - - e 1/2• - - 1 - 6(TDP) s• - - 1 - s" j - - ! - 7 1/2•� - - - s P 7' - - 6(BOT70Lr) 5- 1 - - 1 - 5- 1 - - ' - 6 112'1 - - ! - 6(BOTTOM 54 i ` 1 '{ � 4" 4- PM l 4' S 11+'. SA7(70g. 5' 1 - - - 5" - - { - 6 112-1 - - - 7(BOl10M} 4` 4• 7(58770M - - } - 6- 1 ... 12- 12' 12- 6- - - 8(TGP/Bo7R1M) 1 - - I - 6" _ 12- ? 72- t2' 3 6- IS(T(TP/BOTT FACTOR + ONLY TAPCON ANCHORS OR ALL POWs SOLO-SET ALLOWED FOR MOUNTING SECTION 9. AC7UAL E. D. ++ ANCHORS SPACING ONLY APPLICABLE TO ZWAC AWLIN ANCHORS FLORIDA BUILDING CODE (Nan Nigh VelOc! Nu 2M4C K4&W • SEE SNEET 7&e FOR ANCHORS 7YPE&SPACING FOR INSTALLATIONS INto WOOD MME C207 71trECD W_ 0.050" BERTHA ALUMINUM STORM PANEL rAPCON /[)YK4SOLT C"-N SOLD-SET CF TAP-GAtr BUtLDtNtn'� wES •• MWIMUM ANCHOR SPACINGS ARE VALID FOR 3 112'EDGE DISTANCE (2:25" DEEP) 3' - '.REDUCE ANCHOR SPACING BY .86 .75 .78 1.00 �77PLMO SPACINGS SHO Y ON SCHEDULE BY THE FOLLOWING FACTORS(L6a.F_a FOR CATX-W ANCHORS&aC0 ! r EASTERN 0 W5ST R SUPPLY, INC 2 7/2' - T! 5D - 8D PAT4ELMATE IS 2 112,AND 3 112'FOR SOLO-SET ANCHORS). �` ��+Q iMC. 4261+ M B ROADS M FOR 7TD5 OPERAWN TO BE MADE REDUCED SPACINGS RESULTING FROM APPLYING ABOVE 17LUT TESTING&ENGINEERING COMPANY 6557 PALM f!'' � 2- - .50 - _ - (56 s1s5 xK.i1d..Y s1.s4 t rA fi+AO�.as n sr€x FHOLE(56!)203-8263.Fit>C r)64t-1716 FACTORS STfAtt NOT RLSiR.T ON SPACINGS LESS 7tiAN 3'FOR ALL ANCND+25'{EXCEPT pry":Fm111Tr-rasr.Ta +4.5'FOR RED HD.DYNABOLT ANCHORS). ®-0006719(>mJ�+rs11 a''1° ° " °'� em• mor ara 1 112" .35 - - - - 1YAt7ER A 7Rt1T Jr.P.E FLORIRA Lc, 44167 CONCRETE ANCHORS CONCRETE ANCHORS (SEE SCHEDULE)! o (SLE SCHEDULE) 114"Max. CAP 114"Max GAP h� t �_ $ k did i i 7r^ 3 tl _ —xi I A POURED CONCRETE W 3 I POURED y; ! REOMEO ` 3 Cant I CONCRETE { 1 REQUIRED i f2 Cant. SECTION B—B SCALE: 1/B"= I" . t{ 4 'GIASS ! 1 q SNC -.' I.4r..SEPARARON ; 14B/6, 14Aj6, "lain sEPARanoN m cuts { 15,168/7 15,16Aj7 1 m OrAsa (IYHOLES) I BUT NOTCHED 114't-20x I'S.S. Sfr FA CORNER tT SIDEWALK 80t7S BOTTOM AS SEE DETAILS 21T, u y OErAu 2/7� 1 j SHOpyiti± 2/15. '� (WHOLE) u I 8' p-20 x I"S:Ws } g ) 8 INTERIORLY REMOVABLE 114'01-20 x 1-SS.LLS. 1111 { PANEL�W1 { a W/7/D"p x 3)32" ( I SIDEWALK BOLTS I WING NUT B 12'O. c f t (SEE DETAILS �� { 2/7, f 1THRu NN£ crEO POURED CONCRETE It I- IKOCK WALL I N5/8"C HOLES AT®® OR CONCRETE q 6*OX& N- - - - FASTENED AT REAR w CONCRETE $ W1718W3132' tTt AU a WING NUT 0 EVERY I R QU/RED t i 2'1 [0�15 MIR OR 10OR ! i SIDEWALK BOLT. CONCRETE ANCHORS 1375/6, 14A/6, (SEE SCHEDUE0 L ,168/7 i 5,16A j7( " t:ON6RM ANCHORS " � " t li (SEE SCHEDULE) t a 1 CONCRETE ANCHORS(SEE SCHEDULE) = 3 - �"t. Max Max. $ JUIDUORLY.WV K&OL S PAM 1 Min. 1 Min. L CONN 'To n a HOLES Ar ' s'0 &T SECT/ON 10A SECT/ON POB AT I "'�7EM'YJ3 ; INTERIORLY REMOVABLE STORM PANEL WALL MOUNTING INSTALLATIONS PARTIAL ELEVATIONY `� +'`�t��•n1[lT�. SECTIONS 10 SCALE: 1/8'= 1' .4s 3� �'•."!�'��'= SCALE:3/6'- I' No.44167 • INSTALLATIONS ALID FOR ANEL5 USD JOINTLY `J * WITH INTERIORLY EMOV B E PANELS f FLORIDA BUILDING CODE ((Nan High Velocity o! '� •• "'••r��•�► 02017 MT=INC, 0.050" BERTM ALUMINUM SWRM PANEL ' (2.25"DEEP) s//ORiire- EASTERN MI=TAL SUPPLY, INC { l� L.E`Y o i m-., 42M 31E5T ROCAS ORiA nLur 7ESnNC g ENG/NEERINC COMPANY OW PAW EEACIL FL 336x7 ssss ax scc2 a..Ste.tat.rr}w n itr PHONE:(56W3-W"FAA.`(551)8+1-1716 fbmm r t is re-00.7 :RMVy1t-191 aK w trosana. as. T:A maPmr mt[ EB-0006716 ual„� J Pif17ER A ttttx,Jr.P.C. SR FLORIDA tic 4(167 f. D. CONCRETE ANCHORS CONCRETE ANCHORS CONCRETE ANCHORS CONCRETE A7S�OC )_ , {�SCHEDULE)`t E a Po{ E SCHEDULE)� �t:p, (SEE SCtfEDOLE) \�( URED POURED j E.0. POURER CONCRETE i�iNN POURED CONCRETE i�4NNN CONCRETE I REOUN 1� REOUIRED j"E7�. , EO.-i R£OtAREO �'-Ea""I j REgU1REO ; CEO.- -EO.-- rf0. \71 \A\ ry� 7 r f N� .i � �2 � F h'•T f+ { I ---��CMt I -®Cont ___.Ie� E r —•�5 Cone i —l1 a I N 1 T'Ara,SEPARA7?ON t 4 } { + ' + TO MAW I i T'Arm SEPAR{DON + I j N �,1"LlSr.SEPARA7F2Y 1 y L' 7D GLASS t t p 4 j TO GLASS 1 � I'An.SEPARATION y W I I ? t 7a GLASS I � f OETA2 Y�- a " I + 4 DETAIL 2n. 1 t i w I t 7/8'a x Jfd2" 1 WNC NUT p 16 4 7/8'o x J/J2' I EVERY STUD , , t 0 12'O.a ! :L � EYERY STUD 7 . ' 1 DrJ 32• , i 012-a a cont .f.. + f ` STUD f t NUTAte, i & 12"0-a # EVERY STUD i Cone 1 { O 12"D. a I + Cont y i / ALTERNATE LEO r + + /j/'r//�.//f,/, f EDGE OF h 1 LOCATION n 17 i REOULRID CONCRETE�J i X T. Sjt SttAPBUCADLE ; t..t=/^-.. f^• Cont )_ I / / f �F f /./ .r'. / EDGE of ALTERNATE IF `//.' zacE OF t+ Lae u LOGLRON gy t CV,NCRE7E ANCHORS 1•-. (SEE SCHEDULE)- F.O. RPOURED EQUIRED CONCRETE tl}�-1• '^ I ! f ( / APPLXASI_Fi- / APPUCABLE ,,��l�T� �T CONCRETE ANCHOR$ r'r�'"' �R� CONCRETE ANCHORS� `''' '`'•''��i r� ��r /f !ri /'✓ (SEE SCHEDULE)- G'-'--"'E 0. ; REiGUtRED (g€SCA*ME) LED. t t SECTION 11A SECTION 11B 1N`EBaroEvrAi KeD°L�rs `'DErA�' ` 1 i` C"'Co G�pff sa IE mE I 70THRU s/eb HOLES CEILING & FLOOR MOUNTING INSTALLATIONS CON 6 AT 16 O 6`O.0 r<FASTENED SECTION 12A SECTION 12E�? DIrF�TrDRtr REMLrXxatE PAA AT REAR rr 7/D`L5r3/s2`iw+G Nur S WALK 801FS E a EVERT srDETVALK Baer. sEcrroNs 11 CONT TD -� sCL:J/8'> T• CEILING & FLOOR MOUNTING INSTALLA 10-5 xoLf, ar s w 7-oc a Ar REAR W 1/8"0x3/32"i .787�c• r/f=20.1'Sa SVEWAut DOLTS SECTIONS I2 a E`Rr S`t 0'/J I-.ROTTED NEIL;FIXED O 16 .�P---•y aY A6a10YA61E PJNQ� SCALE:3/8'= T" f THRLL XEY ( W/[14-20 NU7 AT REIR. ill o x J/J2' mir$ f ANa INSTALLATIONS VALID FOR PANELS ! USED JoltX, 1� IT INTERIORLYREMOVABLE NEL :`' { -,� o I _ _ ri i i n FLORIDA BUILDING CODE (Non High VLTloci Ntr?ICO E a = EDGE DISTANCE k e2a11 my=ma 0.050" BERTHA ALUMINUM STORM PANEL (SEE 5(XIEDIILE ON (2.25"DEEP) .1875•--' � { + .swEEr 10� 1r) ' v4•N1LEo6•D.c , 0ti�LOR�®�•r� EASTERN METAL SUPPLY INC 050" NOTE FOR CL NSWA7FON OF SEC)TOAM: •''•. ...••'• 0 tllC. 4268 WIMT RaA05 aMs. bETA1L 1NSTALLA710N OF f AI�Yf� N& 17L.Ur rESTING R ENGINEMNG COMPANY NAT g DFAL74 R T31a7 —� l FLOOR/CDUNG MOUMLNG SECTIONS CAN BE s v asss NK 1m::,a.lac.sacazt r.,,s rs tt.wp FWNE•(56!)209-8261,FAc(561)841-1116 fDS�FtVilt j{BOLTS O REAt{rlVAGLE PANSY COMOVED IN ANY WAY TOO SUIT ANY TNSTAUAAON. sJ/p/1t '�N Fr c l as)3Tr-rsxo. 71 E9 00671 IYF:tER A TTLUT Jr.PXaro rs-oa. o a Si SGl!L. 1"+•I' FLORLDa tie of44161 � KAnWX d,SD DWWZ l PR stm�.�RAnXG 4,9s,{',,) A 0 0 W WB Q= ►�c= MAC= 8-alRUM -R IMULEATIG►O X WARM R AXQ- COMWTF. BtOG"x AtR1 - am"Avw=SW,=fW EA-JT/2'• Am=r III rR YAYN,4r 1517EL R.1RhJJ RXI Vt.MMS Gtm-aor SSI 2490 Nt4W OW-0 Saw-SET EF JNiGF'as MAllA W AvdawE noI!0 SS L1PG0.1' Axl'cams dY DNLM v(/4) ro eOxsAa7a m sa+ ro rrx near ro 730FC m am a a1C To maw m cn xae,E m t30FR m.CGa1YAF m aww m cmxs re m a= m aR5ata1E m a= ro COMM ro roar o aw�nt m etOrx Or DOW 12, NSA 12' NIA NIA NAA 12' N/A NAA NIA WA WA f2' NIA lY IVA lY NIA JO OUP) m' MIA NIA 12' 9' NAA MIA NIA WA !2' 8 t2' 7 112' tY 6' 164(SOMA) 1' NIA, 12' 7' NIA NIA 12' 8 f/2' NIA NIA NIA MIA 12' 8' 7Y 5 Jf2' 12 4' 148(BOrmm) 11 112 NIA 12' NIA NIA NAA 12 WA NAA NAA NIA NIA 12' NIA 1. NIA 12 NIA 11(7@P) 15,-615 8112- NI^ fY NIA NIA NAA 71/2- NIA NIA NIA NIA NIA 71 112' NIA it' NIA 9 t/2' NIA IIA ImnaM) 9--0'OR l65 NAA MIA NIA NIA NAA MIA NIA NIA ' NIA NIA NIA NIA J' NIA 3' NIA 3' NIA 118(80TTM) J1 112' NIA f2' NIA NSA WA. 12' NIA NIA NAA NIA NIA 1$' MIA 12' NIA 72' NIA 12(MP) 8 112' NIA JY NIA J1/A NIA 7 112' NIA_ NIA NIA NIA NIA 71 712' WA tl' !1/A 9 1/2' N/A 12A(BOTTOM) J.^^ MIA MIA NIA MIA N/A J' NIA NIA NIA NIA NIA 4- NIA 4' NIA 4^ NIA 128(Bum") E.D. =EDGE DISTANCE ANCHORS tEGENA MWOM ANCHOR SPACINGS ARE YAUO iDR 3 7//2'EDGE DWOM FOR a LESS T1MN J 112: aCn. REDUCE ANCHOR'SPACWG BY MUL77p4)? SPACING SHOWN ON SCHEDULE BY THE FOLL0WAVG FACTORS, is LIMITED TO 5+-4" MAX. SPAN. ANOWR ME ANCOOR (NOTE:Arm£D.FOR CMtIC-IN ANCNotS 1S 2 T/2? .�� SPAaNG FDR ADS 0PER4R0N TO BE PL75..RFDOCED VACLYG 08TNNED LWAV FACTOR SKAU AM BE LESS THAN ASN7MUM SPACING UY VIE0 FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. 4t0 SS.TAt wk ZALAC NOW r, 3O' CF TAP-GRIP;PAMamm OR PMEL A E PWS. FACTOR E D.REGOIAR TAPCON& ZRIAAC FLAL7N CRE1CLOY 554& �R-w - 410 S-%TAPCON PANELIA4TE OR PAN&VATE PLUS CALK-1N $=-SET CF TAP- SONO-SET J-5- 31 - .86 .75 _78 T.Op 10I,,ir3✓ � CRETE FLEA.SS4 60' 1112- - .71 .50 - .eO 2- _ _ - - X.; l .....••."'h AEOULAR TAPCON IN BWCK AD' 1 f12' 0.35 - - - d •'1� REGULAR TAPCON IN CONCRETE 3.0' No.441157 *� FLORIDA BUILDING CODE (Non High VelocWyNu �►� $/(T A�,y�i y+�� C2017 WECO,Na 0.050" BERTHA .ALUMINUM STORM PANEL (2.25 DEEP) EASTERN METAL SUPPLY, INC =11—M7:O" 4268 WEST R0A05 ORA-. ALUT TE'ST/NG&ENGJNEERING COMPANY HEST PALM a=M FL J3407 SMS NA 3m 5t fy.SIS.c'.�vA CtafD6 FL.Bras PNANE'(561)2CC4-826T.FAw(5B1)H4r-i71s PG"re:(30511-15Ja.Fb•r TaaDv1-1531 ¢K w ommn+ G111'. A73G r LCCOvIIII OUL. EB-0006719 mo ra-a.1 a/1M - a L1At1ER A ALL1R J1 PCSt.FL0RW J,. 44167 a 4