Loading...
HomeMy WebLinkAboutProduct Approval ALL WIND LOADS DESIGNED IN ACCORDANCE WITH ASCE 7-10 PER SECTION 1609 OF THE 2017 FLORIDA BUILDING CODE ROOF PITCH IS GREATER THAN 2712" OR >= 10 DEGREES PROJECT NAME: NOA or FL# R111 901, ADDRESS 4011w ) h ,4vt NOA or FL# CITYISTATE NOA or FL# CLADDING TYPE: I -y mei &,/.a o NOA or FL# COMPONENTS AND CLADDING OF WALLS ULTIMATE DESIGN WIND SPEED Vult 160 NOMINAL DESIGN WIND SPEED Vasd 124 ROLL DOWNS, WINDOWS, MULLIONS, EXPOSURE B HEADERS,STORM BARS etc. MEAN ROOF HEIGHT 30 TOP OF WINDOW OR SHUTTER HEIGHT 25 WIND DIRECTIONALITY FACTOR 0.85 EFFECTIVE WIND AREAS Vu/t I Vasd- Vu/t I Vasd Vult I Vasd ENCLOSED BUILDING GCpi=±0.18 <510SF 10SF><=20.SF 20SF><=60$F POSITIVE PRESSURE (ZONE 4+5) .43.7 26.2 41.8 25.1 39.2 23.5 NEGATIVE PRESSURE INTERIOR ZONE 4) -50.0 -30.0 -47.9 -28.7 -45.2 -271 [NEGATIVE PRESSURE END ZONE 5) -61.7 -37.0 -57.5 -34.5 . -52.0 -31.2 PARTIALLY ENCLOSED BUILDING GCpi=±0.55 <=10SF 10SF><=208F 20SF><=50SF POSITIVE PRESSURE ZONE 4+5) 57.4 34.5 55.5 33.3 52.9 31.7 NEGATIVE PRESSURE (INTERIOR ZONE 4) -64.4 -38.6 -62.3 -37.4 -59.6 -35.8 NEGATIVE PRESSURE END ZONE 5) -76.1 -45.7 -72.0 -43.2 -66.5 -39.9 LIGHT GREY AREAS ARE ALLOWABLE STRESS DESIGN PRESSURES 1/17/2018 Florida Building Code Online Page 1 of 3 a a.s--v' x•*.,--��,zi'k y 2 ' ..,v"y ek y " i �2 ��n #.w .� ws ;i � Y w 4#` �� � r. ta'�v��t�M k ` �,vt "��4 �✓,"di,€ ��.yam a NfM4 .c�' ,3` � ,. �• ,I`�r.y_ sd«r hyd",r'+r 'r"�� c- r r E ..��t b a�F Se�es�k. 6 � � G g,a,�.,�r•�c•'�t cu� :i� Yp r� �. ��i�� ,..sY ,>< .y "�i�arr� b'',�" x `•1s,7'�"NY�S""" .4'('�'y#a.�°CtS.C� ' - ..._.�_.a�:�.-.s��_ �".�yy.�."""fir T*n•rar W.i �_X. c,. sT'.r�,,.-E"}n,.�i "-T SCIS Hpmetog InUser Registration Hot Topics Submit Surcharge Stats&Facts Publications '-c Staff BCIS Site Map Links Search d1*1r l; Product Approval�USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL11968-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (800)432-2204 irodriguez@easternmetai.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit,Jr. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr, J 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 INDEPENDENCE.PDF F411968 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 Equiv EASTERN METAL SUPPLY,INC. DRAWING 17- 095 LETTER EQUIVALENCE BETWEEN SSTD 12-99 AND ASTM littns://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsxYIeb4opODf... 1/8/2018 Florida Building Code Online Page 2 of 3 E-1996.PD FLI 1266 R4 Eauiv EASTERN METAL SUPPLY INC. DRAWING 17- 098 LETTER OF EQUIVALENCE SSTD 12-99 AND ASTM E-1996 PDF FL11968 R4 Equiv EASTERN METAL SUPPLY,INC DRAWING 17- 9-96 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 12:22 AND ASTM E-1296.od 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 Summa ry 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.I)df 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 R4 AE EASTERN METAL SUPPLY2c 8A,9 and 11.See sheet 10 of installation drawing for other INC. DRAWING 17-094 ,PRODUCT EVALUATION REPORT.r)df spans and pressures.Valid only for wind zones 1,2&3 as Created by Independent Third Party:Yes defined by ASTM E-1996. 11968.2 0.050"Bertha Aluminum Storm Corrugated aluminum storm panels retained or not by tracks Panel(2.25"Deep)-Non-HVHZ- to provide hurricane protection, Drawing Number 17-096 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11968 R4 II EASTERN METAL SUPPLY,INC. DRAWING Approved for use outside HVHZ-.Yes 17-096 0.050 BERTHA ALUMINUM STORN PANEL,PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large Missile. Max.span is 12'-11"for+30,-30 Evaluation Reports p.s.f.and 8'-2"for+75,-80 p.s.f.for mountings without"h" FL11968 R4 AE EASTERN METAL SUPPLY,INC. DRAWING header. See sheet 5 of installation drawing for other spans 17-096 PRODUCT OF EVALUATION REPORT.PDF and pressures.Valid only for wind zones 1,2&3 as defined Created by Independent Third Party:Yes by ASTM E-1996. 11968.3 24 Gage Galvanized Bertha Steel corrugated galvanized steel storm panels retained or not by Storm Panel(2.25"Deep)-Non- tracks to provide hurricane protection, HVHZ-Drawing Number 17-095 LimLimits of Use Installation Instructions Approved for use in HVHZ:No FL11968 R4 II EASTERN METAL SUPPLY,INC. DRAWING Approved for use outside HVHZ:Yes 17-095 24 GAGE GALVANIZE BERTHA STEEL STORM Impact Resistant:Yes PANEL,PD Design Pressure: N/A Verified By: American Test Lab of South Florida Inc. Approved Approved P pro r P. of Use -ed f, use in H -.d f' - e" Resistant:Ye Design P N/A V 2 S4 Storm Gage a Z g F HVHZ Limits s r Z. ti H N r de VI _t st s Other:Large Missile,Max.span is 9'-8"for+30,-40 p.s.f. Created by Independent Third Party: Yes f r+ 0 80 P,ii.f, and 7'-2"for+70,-80 p.s.f.for panels mounted without"H" Evaluation Reports header. S t f 1 11 ti eader. See sheet 4 of installation drawing for other spans FL11968 R4 AE EASTERN METAL SUPPLY,INC. DRAWING and pressures.Valld only for wind zones 1,2&3 as defined 17-095 PRODUCT EVALUATION REPORT PDF by ASTM E-1996. Created by Independent Third Party:Yes TM6-85 Clear Bertha Storm Panels(2 1/4") corrugated polycarbonate storm panels retained or not by Drawing Number 17-098 tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ:No FL11968 R4 II EASTERN METAL SUPPLY,INC. DRAWING Approved for use outside HVHZ:Yes 17-098 CLEAR BERTHA STORM PANEL 2.25.PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure- N/A Created by Independent Third Party: Yes Other:Large Missile.Max/span is 10'-0"for+28,-28 p.s.f. Evaluation Reports A.S.D.and 4'-0"for+105,-110 p.s.f.A.S.D desgin load. FL11968 R4 AE EASTERN METAL SUPPLY,INC. DRAWING httn.,z-//www_flCiridaLbuildina.o're/ter/Df am), dtl.aspx?Varam=WGEVXQwtDqs xYIeb4opODf.. 1/8/2018 r.PNF er NOTE-s• 1. STORM PANEL SHOWN ON TMS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLWYCE W ACCORDANCE Wrm NOTES: THE 2017(61h EOTTON)OF THE FLORIDA BUILDING CODE. THIS STORM PANEL SHALL MK BE INSTALLED AT HIGH VELOCITY HURRZANE B.1)MRmNUM EMBEDMENT OF,TAPCON, ELCO PANELuar,AND CF TAP-GRIP ANCHORS INTO IXWCREf BLOCK ZONES(MIAMI-LADE/BROWARD CODUNnES). UNIT SHALL BE 1 114; 1 3/8"FOR IA&AC AWUN ANCHORS AND 1 1/8•FOR RED HEM DMABOLT SLEEVE ANCHORS DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED COD£, B.2)7/8'CALK-IN ANCHORS SHAD.BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK UNIT.NO V48EDMENT INTO STUCCO FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND SHALL BE PERMITTED. 1/4%-20 SCREWS USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND Y MINIMUM FOR A DIREC77ONAUTY FACTOR Kd=0.85. USING ASCE 7-10 FOR INSTALLATIONS UNDER 2017 FEC AND SHALL FOR WALLS KM NO STUCCO. NOT EXCEED THE MAXIMUM(ASA.)DESIGN PRESSURE RA77NOS INDICATED ON SHEETS 4 THRU 8. IN ORDER TO VERIFY THE ABOVE CONDITION, UL77MATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 8.3)MINIMUM EMBEDMENT OF 114'41 x 3/4"ALL POINTS SCUD-SET ANCHORS SHALL BE 7/8'INTO THE CONCRETE BLOCK.NO SHALL BE FIRST REDUCED TO AID. DESIGN WIND LOADS BY MUL77PLWNG.THEM BY 06 IN ORDER TO EMBEDMENT IMO SRICCO SHALL BE PERMITTED. 1/4'I-20 IS MACHINE SCREW USED ML BE 1 1/2'LONG MINIMUM TO COMPARE THESE W/MAX. (AS.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 4 THRU 8. SHOULD STUCCO EXbT,AND 1"AONIMUM FOR WALLS WFTH NO STUCCO IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER STRESSED,A 33X INCREASE IN EIA)IN CASE THAT PRECAST STOVE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXLSING WALL,ANCHORS SL4LL BE LONG ALLOWABLE STRESS FOR WIND LOADS WAS WL USED W THEIR ANALYSIS.A DURATION FACTOR CD-1.60 WAS USED FAR VEAVFICA77ON ENOUGH TO REACH THE ANW STRUCTURE BEHIND SUCH PANELS.ANCHORAGE SWL BE AS INDICATED ON NOTES IN 8.1)AND OF FASTENERS IN WOOD. 82)ABOVE. STORM PANEL'S ADEQUACY FOR IMPACT AND fATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.7.2 OF THE ABOVE METN77ONED CODE AS PER ATL REPORTS/0121.01-98R,/0.729.01-00,/0512.01-0.7 AND 0617.01-04 AS PER IMPACT TESTING (C)ANCHORS SHALL BE INSTALLED FOLLOWING ALL Or THE RECOMMENDATIONS AND SPEGFICARONS OF THE ANCHORS MANUFACTURER. - EQUIVALENT TO ASTM E--1996 STANDARD&ASTM E 330-02 STANDARD LIMITED TD INSTALLATIONS WYM/N WIND ZONES i, 2&J AS DEFINED BY ASTM E-1996 STANDARD. 7. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING I NSTALLA77ON DETAILS SHOWN ON SECTIWS 1 THRU 8(SHEET 2&J OF 8) 2.ALL 57M SHEET METAL PANELS SHALL,UAW STRUCTURAL.DUALITY ASTM A-65.7, GRADE 40, WITH 0-60 GALVAVZED STEEL EXCEPT THAT HEADERS Z 3&4 WU NOT BE USED. DESIGNATbH & R SHALL BE THE RE'SPONS181UTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE SMUC7WE WHERE SHUTTER IS 70 BE 3.ALL ALUMINUM EXTRUSIONS S�j4LL BE ALUMINUM ASSOf,(4770N 6063-T6 ALLOY& TEMPER UNLESS OTHERWISE NOTED. ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCREIT,BLOCK OR WOOD FRAME BUILDINGS. STORM PANEL COMPONENTS Tj7�STUDDED PLATE AND((3)SNAP CAP ARE PATENT PENDING. 9, THE INSTALLATION CONIT4C7OR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REAUINW CONTINUOUS CONTACT WT/N THE 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER ON 50018 BUKDINC TO PREVENT WINO/RAIN INTRUSION. CAULK AND SEA.SHUTTER TRACKS ALL AROUND FULL LENGTH, W/50 AsR YIELD STRENGTH AND 90 ksi TENSILE STRENGTH.&SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.-.3.4. 10. (0) 1H6 P.F.D. PREPARED BY THIS ENGINEER is GENERIC AND GOES NOT PRONOE INFORA4770N FOR A SITE SPECIFIC Plgl£CT,•Z. 5. BOLTS TO BE ASM A-JO7 GALVANIZED STEEL OR ASI J04 SERIES STAINLESS STEEL. WI7H 35 ksi MINIMUM YIELD STRENGTH WHERE THE SITE COINONTIOINS DEVOTE FROM THE P.E.O. 6.ANCHORS 70 WALL SHALL BE AS FOLLOWS (UNLESS OTHERWISE NOTED) (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLAnON UNCLUOVLG LIFE SLEETY OF THIS PRODUCT, 8ASE0 ON THIS P.E.D.PROVIDED HE/SHE DOES NOT DEVL41C FROM THE COMMMS DETAILED ON THIS DOCUMENT. CONSTRUCnON SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (A) TO EXISTING POURED CONCRETE - 1/4'0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX. (c) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. - 1/4•I CF TAP-GRIP ANCHORS(BERTHA SND-CON),AS A4NUFACTURED BY TRU-FAST CORPORATION. - 1/4'0 I.U4C AMW ANCHORS AS MANUFACTURED BY POWER FASTENERS INC. (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHTECT WHICH WALL BECOME THE - 1/4"0 x 7/8'CALK-IN ANCHORS OR ELCO mole &Female PANELMATE'AS ARMUFACTURED ENGINEER OF RECORD(C.0 R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. BY POWER FASTENERS, WG AND ELCO CONSTRUCTION PRODUCTS, RESPECTIVELY. ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER 70 THE P.E.D. ENGINEER,SHALL SUBMIT TO THIS UTTER ME SITE - 1/4.0 x J/4'ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPfCALTY COMPANY. SPEC*7C DRAWINGS FOR REVIEW. NOTES., (e) TMS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL ANO SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT A 1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS IS 1 J/4 FOR ZAMAC NALW ANCHORS IS 1 3/8;'FOR PREPARED IT ELCO PANELMATE ANCHORS IS 1 314-.AND FOR Cf TAP-GRIP ANCHORS IS 1 114'. 11. SHUTTER AWAUFACTURER S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN ACCORDANCE WON SEC17ON 1709.9.3 Of FLORIDA BUILDING CODE. ONE LABEL SHUT BE PLACED FOR EVERY OPENING. A2) 7/8•CALK-IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO ME POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL lABELWG TO COMPLY WIN SECTION 1709.9.2 OF THE FLORIN BUILDING CODE. BE PERMUTED. 114-0-20 SCREWS USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND I'MINIMUM FOR WALLS WIN NO STUCCO. AJ)MINIMUM EMBEDMENT OF ?1470 x 3/4"ALL POINTS SOLID-5ET ANCHORS SADILL BE 7/8'RMO THE POURED CONCRETE NO EMBEDMENT INTO STUCCO SMALL. BE PERMITTED. 1/4'0-20 S.S. MACHINE SCREW USED STALL BE 1 1/2-LONG MINIMUM SHOULD STUCCO EXIST,AND 1"ABNIMUM FOR WALLS WITH NO STUCCO. A4)W CASE THAT PRECAST STONE PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE FXI577NO WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH ME AWN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL BE AS INDICATED ON M07ES AT)&A2)ABOVE (B) TO EXISTING CONCRETE BLOCK WALL: THIS DRAWING SHALL ONLY BE USED TO - 1/4'0 TAPCON ANCHORS AS MANUFACTURED BY LT.W. 8UILDEX. - 1/4'0 CF TAP-GRIP ANCHORS(BERTHA STUD-CON),AS MANUFACTURED BY TRU-FAST CORPORATION OBTAIN PERMITS IN THE STATE OF FLORIDA - 1/4"0 ZAMAC NAUN ANCHORS AS MANUFACTURED BY POWER FASTENERS INC. - 1/4'0 x 7/8"CALK-W ANCHORS OR ELCO mole&remote PANELMATE'AS MANUFACTURED IATAIAO•, BY POWER MTENERS, INC.AND ELCO CONSTRUCTION PRODUCTS, RESPECTIVELY. , TILVj, - 1/4'0 x 3/4"ALL POWTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW. BOLT&SPECIALTY COMPANY. A1A� .•,CctlSS•'✓� - 1/4'0 RED NEAR DYMBOLT SLEEVE ANCHORS AS MANUFACTURED BY 47..W. BUILDEX. \ ,• GS : �•44167 *2 FLORIDA BUILDING CODE Non Hlgh Velocity HurrIcane Zone) * * 02017 MIECO.AC.. 24 CAGE G4LVNNIZ£D BERIM STEEL STORM PANEL LG (225'•DEEP aurs BY.•wi"'� �?»AIL EC OTNe. EASTERN4�METALSUPPLY/ INC 042,» WEST CNW! TROUT TESTING It ENGINEERING COMPANY PlAONE®EST PAW BFK(2 17-095 eas MX.%N Aa x04 MbM..44��1l;;n.VIM (561)70➢-BAN{FAX.•(551)816I�11-1776 Niue:(ASE )1-1310.fm:(x)eJell-1!JI OU*M4 Ne LB-0006719 WAITER A IAL! !w ROR/DA Lia N767 nR 1 gRAI SNE[7 I Or B N,aN'(TOTAL*10tH) &845-(TOTAL 2..W-*101H) r__. • -. - aaao• uao' lz000'(ummr MOTN) I Q000'(uncnvE Morn) I q I I--zsao•— R.aso' i r.30oly I ..soo' '�' -�.soo'—{ rl.soo• 1.500 �.soo•---I r�.soo' yZ i 173' .173' R.73o' R.17J• Uj� .W3'ry 6� .- N i . . ' .rte-zl7s'i—JB91=z Ia3'�- 7.I71' , o'.FULL PANEL W/HEMMED EDGES HALF PANEL W/ HEMMED EDGES ' • n {r' -. II I rLVI R I—zaal'� ' '�--•?•JIO'--1 I -- II--zNo'-� 1- i3.,lY-(lorK —s.00'(�7 cmr WIN I—zeal•—I 1�zaer• 'll' HEADER cmr tmn) a000ycrrrcmi MnTR) wic:ain•-r• csao �. [T'3QD-{--asw-i =J.3ao ® ® h' HEADER Q • ■ I �s�va,oac' scar:.;2•-,. "M oo O►J ' NOQ y aa� sm ry ry ry J6a / 714' �a.121•L-1691'—z173'i- / -4z1as•'- R. �' .tea• •ry .374• FULG // OPT HALF PAN H£M ED DGES. $ gee g R 7w ,,,,, r g lea •-^ r.ra3• R.123' T 1 h .s00'IW.; (D SOLID STORM PANEL _ R/as' scar:a/,a•-r• �1, ^ �— _ 110' 9100• AINAWF� �L n Rosa' -11-.oso' .os3• 096'' ,rclacaar, .os!• 3 100' 1 - ,70P,RICK —laoo'Irur. �• R.125-./ 1000'F$ (SEE cnlowcw s) /-.. i:6) y{/B' B. O. �i' mil•!' B. O. Q) REVERSED 'F' 21 a• rnnrxrrr vclKes(SEE srlEaar) 5 ANGLE TRALa1 8 F' TRACK ANGLE j_; F' TRACK F' TRACK scut:.;n•-, srxr.a/a'.,- scut:a/a'-r• scr[:aia'•r' wit:a/a•_,- -mcr crp _tea© Hfffow' Yd { 3 f o9r ,py asr soars d a 1 �rar' •sSrwwyw Co TOT '.. 750 IRMAHILLItl 1 ocrAAu.7 .a6l� i I 'd -mss oro d -mu a0 p ..6n• T .a7s• 13 �!•-� CLNCRETE AWHORS(SEE SClEM0 ' yJ�'ti —zoao'� u .050'OR.060' 'moo STORM PANEL 1 Yn -I F '093• OPTION 1 OPTION TYPICAL ELEVATION S) y. DETAIL 1: s w w/ox rwsr zR�c � KEY HOLE AT PANEL :�O�i ROUND HOLE AT PANEL EC• KEY HOLE WASHER Compomr's k— A—MLor MCXR PLI7ED naw,R? (OPTION TO 10) scar:!/s•.,• scut:a/Y.r• -1/1•W.cM ,/�'Ver.GIP C .77• .a7s' 1/4 JOI SMS {( 066• SS sne RAVTW TO PLATE SECTION A- T— 0 17'aG a . � ' EN;SF:.,� . a 750-J. 10 1 aa1 187 813' FLORIDA BUILDING CODE (Non High VelocityHurricane Zone) _ 2.760-�-- c7Or7 MrECa me 24 GAGE GALVANIZED BERTHA STEEL STORM PANEL ,.e. Trp. Arad' (2.25"DEEP oasW er.. STATE OF R,.e:a rw j o7/7s/,7 L7 r "" EASTERN METAL SUPPLY, INC a4 TED 20�LRID*N: 9 52' 1 1 L E C O I NC. 4666*EST IA10S DmV r',, 61x1 n%T.irau aORd ENGINEERING con a aT1J�a26A.l�(584 r-1715 17-0RAWWo 5 STUDDED PLATE SNAP CAP ,...,ryo11.n_,am,71,, „_,1„ eoal-m.vtor scar-ro.u7nr• R A LIL67r9 scut:a/a'-,• svu:as•-r• WALTER A mu7 Jr.P.F. m uw, ANr SRECT'IA Or a fLORrU Lie N167 TAPODVS ELCO TAPCONS ELCO mofepemde y Ce„t• TAPOONS.ELCO mob/femde TAPCONS ELCO mdsp mob \ PANELApTE,ZAWC NULN, PANELWTE ZUMC NAVA?. PANELWTE,Z4WC NNLN, PANELWT&ZUW MkVAt \ CALX-W OR OF TAP-GRI \ CALK-IN OR Cr TAP-GRIP CU K-W OR Cr TAP-GRIP CAUL-W OR Cr TAP-GRIP \ . AMC7ORS. (SEE SCHEDULE F g ANCHORS.(SEE SCHEDULE FOR � AHCHDRS.(SEE SCHEDULE FOR g ANCHORS(SEE SCNE01"FOR SPACLNG). vl SPACING). SPACING). \ h SPACMG). \ ' \ _ 3 cont. — 1 POURED �_ CONCRETE p ' I JPOURED _ POURED POURED I Rf01RRE0—\ $ CONCRETE —� REQUICONCRED CREOUIRED S \ O \ h o w \ i 7 REQUIRED .i \ 1 11 \ N� 2 Conf. 1 I '—I"MINDIUM SEPARATXM!TO j GLASS OF WNDOW OR S.G 0. � y M1N/MLIM- 1'MWINUM I„ S£PMAION TO SEPARITIDN TO SEPARADON TO GLASS GLASS OF WINDOW i 6OIL�W/7/8/x• d OR S G O.CLASS OF DOW I OF KINDOW O4 S G D. ' i OR S G. D. iL J/Ja•0710'•AYIT O 6 i W f2'O.C. 0 20 ! W fAW91E0 WACC� o. O WAN i/IT , 4 i 1 (W/STUCCO) J/Ja'WING NUT Oza z o Ta'Q G K o 1/4'I-a0 x 0. 1 , J/I'ears W/ 7/8'x 3/52• 1 —/— wm NUT O / C; / x 1 POURED—1 la'O.C POURED / POURED J CONCRETE tj h W 1i.' o CONCRETE OR CONCRETE v I LDETEJ •o CONCRETE ; OR CONCRETE I BLOCK WALL OR CONLWE/E WOR N BBLOC I 1 REWRED i BLOCK WALLBLOCK / ALL REQUIRED REWIRED jam= - —/ ..L� — 1 REOVRED i r 8 Cont 5 Cont r / TAPCONS RED HEAD OfNABOLT / TAPCONS.RED hEAD DYNABCL7 rAPOONS REO HlFi10 0/Ti1B0LT / rAPO0N5,RED/iFAO OYfMBDL7 (BLOCK ONLY), act)mob/f-1/ 1 ' / (BLOCK ONLr,ELCO mors//mor. talc IBLOCK 0mr),ELCO mall/IAmoT (BLOCK ONLY). ELCO mole/femde PANELWTE,ZUMC M1R.W, ' PANEEANTE, ZAML NARJN `.....LJConL CALF-W OR Cr UP-GRI PANETAMTE; fLAM1IN, PAYE7MATf 7A.IMC TMT W, CALK-IN E. CF MP-GRIP ZN ANCHORS (SEE SCMOE4E FOR CALK-Mi OR Cr CAP-CRI CALK-kV OR CF TM-OWI —� ANCHORS (SEE SCHEDULE FOR ANCHORS ANCHORS(SEE SCHEDULE FOR ANCHORS(SEE SL"HEDULE FOLD SPACING) &FAC ) SPACING)' SEC770M 0 ANCHOR WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION W SECTION 2 SCALE:-7/8"a I• SECTION 3 E:J/B•_ I BUILD OUT INSTALLATION � fit ETEEdu//iiJf . / , a� J�.. �r� SECTION 4 ,Tal£:ma- ........ iB � t 167 . O '711.NUT 02 W / 12'O.C E.D. EDGE DISTANCEIA POURED �/ 1 sN£EV SE6�B) �'�O�S V.; ../.i.I./.1E0N.E.; CONCRETE OR T fL0I'\yL BLOCK WALL REWIRED �► �1 ► � / FLORIDA BUILDING CODE (Non Nigh VelocityHurricane Zone)o --I@ C-(. 02077 mam a+c 24 GAGE GALVANIZED BERTHA STEEL STORM PANEL a SECT70N® SND N07F FOR COMBINADON OF SEC77ONS: (2.25"DEEP) D6'"N BY. WACL/flOOR/CEIUNG MOUNTING SEC77ONS CAN BE 07/73/,7 WALL MOUNT/NG INSTALLATION EASTERN METAL SUPPLY, INC DAM / COMBINED!N ANY WAY 70 SUIT ANY INS7ALLADCN 'L ECO 1 x C. A26D NEST ROADS DSA'E SECTION I SCALE:J/B'. 1 11LUr TCSDNO R ENGINEERING COMPANY MPAIL at"n']407 17-095 ys,x,, m,,m,lsovsw n Rlra P!N]YEi(36,)209-624{FAX:(581;84t-1716 NOTE:DEraL of s£cnOv o sN0 unuD ALSO FOR ^' •G+')n-'A10•�'EJ0' "'�' ,a„m e. DRA/nnG No WALL MOUNTING INSTALUDON-SECTION 2(TOP) E6-0006719 WALTER A TAUT Jr.DE SHEET'ao ro-au T/t;/I ~ SHEET 2 OF 6 /LORKU Lit. "167 I rAPCLWS ELCO mde//emole mPCVNS.ELCO mob//,mole Gl/f_yl,�PoW15 SOW-SEI fM 7/B-/KW NBT ONLY PANELEMTE OR CALX-IN ANCHORS TAPCONS, ELCO mob/female (SEPANE UTESCHEDULE OR CAlR SP CIN0.ANCHORS ELCO mab/Jemob PANELU41E /- PANEL APPLICABLE 11 ) (SEE SCHEME 70R SPACDIG). £.0. PANE2AUTE OR GfX-W MCHORS \ (SEE Sf2fEDULE TOR SPACING). £.D.— A®8%1/1'/-�O SIDEWALK BOLT OR 0 / PAH£LfMTE(rYP.) j (SEE SCHEDULE FOR SPAC/NC). -- £ 0.- \ QJ W/>ZIJ M/r/.0-20 TRUSSWAD BOL \ E. 0. 7C D. (SEE SCHEDULE FOR SPAONG) i —� I R[01/IPOURRECONCRETE T POURED CCNCRE7E \ POURED CONCRETE m I . \I'I I I POURED I: REOUIRED I I I'i PoLATED - \ \ \ CONCRETE REOVRED \ j 1 u Lcc io�rw�Tzw 'Rn l I I _"gn�il I LEG L�LMM-3 i \ ; . 8 cont. I I te r. I e COO. ` i 1 4-.-20 r I.1 1'0-20 205'w/ . I Ye S I Y/B-,r 3/J2• I I I tf9TM,"0 8 J2 wWc NUT O 3 r2'O.C. I tl T W 12'O.C. AN SEPAR47IM TO 1'YINIMUN y 7 7' MINIMUM i GLASSj----sEPARAT7ON TO W., SEPARATON 70 L3j CLASS L,' !'LRNrMBM I a'� SERARC.I7ILN TO I BOLT$W/7/8 I r //Y 9 /8"how, r, I-20 IT"0 G /"BOLTS O.C. rW/— /r J/12• ' 8 C t• Conf. HiNG MUT o T I7'O.C. / ALIFRNNTE POURED OACREW LEG LOGT70N Iy oR cavcRET£ . HREQUIRED WALL •-/' , .111-7'-: 7APCONS ELCO mal/Iemdr /t��-I•� TMCOHS.ELW mdr/Iemab 7-T. / GW(-IN ALL POINTS SOLO-SET rAPCONS ELCO mole//,mole I I;I PANELU47E OR C4L.K-W ANCHORS / PANEUNrE OR CAU(-IN ANCHORS ' ELCO mde/Imrofe PANEWATE PANEIANTE OR CALX-IN ANCHORS `I ,.,� (SEE SCHEDULE FOR SPACMA C.D. /- / Q� 7/1SYfEWNX BOLT OR 0 (SEE SCHEDULE FOR SPACING). 'T (SEE SCHEDULE FOR SPACING). (rl� 7 )Rf155NFA0 BOLI —£. 0. POURED COACRE7E S�� r —E.D. REOU'RED CONCRETE--POURED E.D (SEE SCHEDULE FOR SPACJNG) POURED CONCRETE REQUIRED 17EOfl/RED CEILING & FLOOR MOUNTING CEILING & FLOOR MOUNTING CEILING & FLOOR MOUNTING WALL MOUNTING INSTALLAT/ON ( M.) INSTALLATION - SECTION 5 INSTALLATION - SECTION 6 INSTALLATION - SECTION 7 - SECTION 8 SCALE:J//8"- t' SCALE:3/8'- I' SCALE:3/8'- I' SCALE:3/8'- I" SIDE WALK BOLTS ARE 314'041/32'MICK HEAD MACHINE SCREW Wifl AS PER NOTES A2&B. r) �I,'7('�`n A•,!//�� HEAD k(44ME PER NOTES�3 gTRUSS HEAD BOLTS AREl2%T T87H/CK £. O. - EDGE DISTANCE ) •• .•"� ��/�.'� _ ( ) (SEE SCHEDULE 0.V •\ •V�1�i •." SHEET 5&E Of 8 L No i *t. .44167 i FLORIDA BUILDING CODE Non High Velocity Nurrlcone Zone) NOTE FOR COMBINA770M OF SECTIONS / Z QRro�;r�<b ��' CM17 mr£Ea 1W.. 24 GAGE GALVANIZED BERTHA STEEL STORM PANEL La WALL/FLOOR/CEILING MOUNTING SECTIONS GW BE =S'4/ONAI. � (2.25"DEEP OR."R at COMBINED IN ANY WAY TO SUR ANY INSTALLATION. yEI' 07/75/17 e� EASTERN METAL SUPPLY, INC DME: L E O NC. ISee wEsr&uDs aww raur TESTING&ENO7NEERWO coMPAHr "EST PAW 64¢14 FL 5.407 17-095 aiv N..xrw 99,.n.m,rraa fTM�{��R n Al- P1MNE.•(SM)209-826;FAX:(561)847-1716 In.n.,fAl7eN-1lJO.h,faupll-la, ORAwDAT Nb E8-OOOe719 WALTER A MIT.Tr.RE. SHf(7 J Or 8 FLORA Lia 41I-- i MAXIMUM A.S.D. DESIGN PRESSURE RATING P s f AND CORRESPONDING MAXIMUM PANEL LENGTH 1" ( t ) SCHEDULE OR POURED CONCRETE \ AC4A71ttE1 )Aa PANLL LEWIN VARIES J' AS.O.DESIGN CONCRETE BLOCK WALL L Ln) REOUd1ED ` ♦ Ltax. PRESSURE1LA7WD T4 GAGE STEEL (a>RL) Lf1UNRTNO w/ NQUNTINQ w/ w/ I POURED CONCRETE CUT PANEL OONCREX R j Af BLOCK WALL ; +35.0• -40.0 9'-$` 9'-$` 9'-$• T-CONCRETE ANCHORS \ \ ` I +40.0. -450 O 12'0.C. 4. I I VARAM J' t~ OR O OR (G 1 +45.0, -50.0 8'-9` 8'-9' 8•_9• rxrx.l2s a �.m� LJ ti J Jt 05-N14 OR 6063-T6 ALLOY +50.0, -55.0 "\ i { } ( /TORT�J tS t $'_4` $•_q• $•_4• C.M.ATvm.ANLL£ i-\\ DR1.1 DR\:..I \ ?"Atpx. � +60.0. -65.0 7'-$' 7'_2` �•_$� CASE A (Plan) m ,BOLT 4 4-..072- +70.0. -$0.0 >-1' 6_3• _2• SGV.£.' 1/4'a i' 0' 5105-H14 OR W%WCIINUT C-1.A4,..ANGLE J-76 ALLOY N07£:MINIMUM PANEL LENGTH IS 3'-0" POURED CONCRETE �j POURED CONCRETE /. OR CONCRETE CASE E7 (Plan) OR CONCAVE-, BLOCK WALL—I BLOCK WALL R£IXRRED 1�2500'N7tn. SCALE: 114 _ !' REOLHREO `„ SEN POSTttON t) CONCRETE ' \ TAPCLN ANC HORS ORANCHORS 1 ALL POINT SOLD-SET .-o.a�(1\\, (�. \. Lrur. ` (SEE SCNEDULL'!OR SPAGIYO) --._1.50'X ♦4141E SNAP CAP T POURED CONCRETE (RIQ'Nl) f ! 1 REK4N aOSED AT 12 OR CONCRETE BLOCK + T HURRMUC C0400M '.DOD•� y WALL REQUIRED Z"x Z"A.OSS`TO 1 �\ •`.`�. COM' 2'x 5'..055- 1 •—T , C-C Akin.,NGC£ ALTERNATE t£G tQG710N T��i OR.080'3105-H154 SHEET NETAL Avm. BENT FtAT£ k 1' H1Tu `�- S O NWCULSS ( ,� SEPARATION ' CONT. i # 70 ClA..S i /p 7WM NUT xJ J0 rA STUD CASE C (PlanCOl i POUREDTE DR- SCALE: 1/4'= 1' o BLO=K REOUAW 8'x 3':.D4J'OR CASE .E (Plan) AUL PONT SOLID-SET '� r TION 9 STUD `✓ CONT 3705 H-t4 (OPEN POSMON+) f~ANCHORS OR w 6063-76 ALLOY ' (sfe s cont.Al.-AN c SCALE: t/4"- 1• tNEOtx£torr sPAtAvc) , TVP. TCTPfBOTTOA{ bTM ANCHORS t?'0.a —(�R FOBREO COXCRE7F I ELEI/IllliiiiAi� RE ETE etcex` VT.S)COM. \ A.St�lj�i RfCJ(OPEN lroslrron+) ' 0/4 04P ` � _Wi''( aK ✓ WALL MOUNTING INSTALLATION POURED CONCRETE ;T _ LF7 SECTION 9 OR RONALD x No.44167 ` SCALE:31$'= t RECUMD ,tT* FLORIDA BUILDING CODE {Non Htgh Velocity Nurrtealle Zone) / "l } J 0"17 7xTECa IHC. 24 GAGE GALVANIZED BMA STEEL STORM PANEL cc END CLOSURES DETAILS '`cc�'�oA�or.��w��.*' (2,25" £P ORA1N�. CASED (Plan) �''-s YDNALV�d��`'� €AST€RN M€TAL SUPPLY INC 072'11.17 SCALL. 1/4'- I' iiiiil7dlll TIL E C 8 1 x e. 48.6E wEE1 Id11D5 ORlVE ' MDT TESTING Al ENGtxtERJNO COUPANr *n PI[.tf TL JJ407 rw Nr:.ca,spm.1w.W�oafor�oa n.urre PTKNE(SEr)2a4-EzaArM.•tssl)a:1-1nb 1�n7�-w�0�95 PM.w:6113 1-1.1o,b:.1p! r.rslr pay, , aM rte pOOVnor Ovr &U.-NNo LB-ODDE774 WAtTLR A.R1LR Jr.P.F. +v rr-au s nORK11 Lk:. 411 b7 SNE[1 4 0!8 lrla SCHEOIILE f4C4713 Rf&AMD ANUM SPACING MAXIMUM A S D DESIGN PRESSURE RATING 62.s.[J AND CORRESPONDING MAXIMUM ANCHOR MR A OM DfSW LOBO AND PACU LINGTH. E. D. -EDGE DISIANCC 00ftM AV""DEM LOW JWT�As�PER SC E SpAC NG ScaffM JZ FOR INSTALLATIONS INTO CONCRETE AND CONCRETE BLOCK STRUCTURES • ON Acer 4 OF a MA)GUU1f 94YIMMM ANCHORS SPACWG FOR E.D. -J 1/2-•• APPLICABLE 70 11401A.Y MA.Ot" ALUNU.ANCHORS SPACING FOR E D. -J 1/2••• APPLICABLE TO L 4MW ASD. 7A.4C I"tN1 SECDONS/d PANEL ASO. TAPCO7NS D RD.DMLW/ �x-N SOLO-SET PANFWATES CF IAP-GRIP ANY OM&I d PANF1 DESIGN TAPCYWS RED ND.01111BOL1 �X-W SOW_SET PANf2MAIES Cr TAP-GRH DESIGN RED!W.DONBOCT CCNBWA LFAY•M PRESSURE WY COMB LENGTH PRESSURE m ro m ro ro m ro ro ro ro ro ro OF INL7N 2'(a) ro ro 70 ro ro ro m ro To to ro ro OF It" I-(It.) nNG(p.n/. m.IR£TE u45CWRT COACF W u45aN1n' OO cmr L mmw L1P'1(,REM Y•twwv CCMc'L7E;utsowr coyam E u4smw JWG(p.s.I. tLYKRfIE uas6RRT CONCRETE 1CtSMRY cM10 .ASLNRr Oa YC I[I M�STo CCMKAf7E1 YA96R.RT LGACFETE'AGICWRT 11' - 12'++ - 12' - - - 12' - 12' - 1 d J(Top) 1. - 124+; - 12' - - - 12' - 12• - 1 d J(70P) ..12'. ...9-_. ..12'++ 12• f2' 7' 1T' 12' 12' 12' 12' 9 112' 1. 9+(BOTTOM) 12' 6' 12y+� 12' rz' s' 12' 11- 12' 12' 12' 7• 1. 9«(BOrrau) 12• --_ 12'++ - 12' - T2' 12' 12' - 12' - 2. 9F(TOP) 12' ' - 12'«+; - 12' - 12' 1z' 12' - 1. - T. 9+(70P) 12' 9' 12-++ 12' 12' 7- - - 1?' 12' 12' 9 1/2' 2(BOTTOM) 12' ` 6' 12^1+i 12' 12' 1 5' - - 12' 12" 12' -_ 7'- -2(BOTTOM) +40.0•-45.0 12" 9' 1T*+ !2' 1T' 7' - - 1T' i fT• L.2' 9 1/2' J(80!70.) >+40.0,-410 12' 6' 12'++; 12' 12_ 5' _ _ 12' 12' 12'_.•.-7'-C J(BOTTOM) OR 12' - 121- _ 12' - - - 12' - 12' - 4 (TOP) 8'-0' TO 11' - 12"i _ JY j - - 12' - 12' - 4(TOP) B•-0' I -- LESS 12" 9' 12'- fT• 12' 7' - - 12' 12' 12' 9 1/2- 4(BOTTOM) °R +5aa-510 12' 6' L.2'++' 12' 12' ; 5' - - 12' 12' 12' T 4 (BOTTOM) OR LESS _ --" LESS 9- I - - - 10' i - - - 12' _. _ OP 1770. 7• 7 10 1/2' -:.11. 12• 1 - - - 12' - - - 12- - - - 6(10P) 10• - - ! - 10 _ ___ _ 12• _ _ _ 6_(TOP)_ If- - - - 12' I _ - _ 6(BOTTOM) 8' - - - 8• - - - 12'.. _._ 10' - - - 1L.' ' - - - 72' - - - 7(BOTTOM) 8' - - - 8- i - - - It 1/2• - - - 7(BOTTOM) 12' 6' 12' ; 12' 12' 1?' - - .(TOP/BOTTOM - - - ' - 12' - IT' !2' 12' 6' - - (TCP/BOnOY E126- 1T++ - 12' - - - 12' 1 - 12' I - 1 X J(TOP) 8' - 8' - - - 12' 1 - 5 1/2' - 1 d J(TOP) 12'++ 12' 12' S' TV 12' 12' 12' L.2' 16 7/2' 1. 9«(BOTTOM) 12' S' 1/'++' !0' 12" 4' Iz' 1?' l2' �9 1/2' 9' S' I.9+(BOTTO.J IT'++ - 72' -- 12' !2' 12" - 12' - R 9+(TOP) 12• - L.1•+f - 12' - rz' iz' !z' - 9• - 7, 9+(TCP) 72'** 12• IT' S- - - 12' 1T' 12' L.6 1/2' 2(SOTTO.) 12" 5' II-++. 10' 17" 4' - - 11" 9 1/2' 9' S' 2(80TTOM) 12'++ 17" L.2' 5' - - 12' 12' 12' :6 1/2" J(BOTTOM) 12' 5' 114*� !O' L.2' 4' - - 11' 9 I/z' 9' S' J(BOTTOM) +40.0,-450 11' - IZ' - 12' - - - 12' - 12' 4 (TOP) >9'0• >FOa-+So1z' - • 12- - - - 12' - 9' - 4(lop) >8'-0• OR 12' 1 6' 12' L.2' 7?' ': 5" - - 12' 11' /T L.6 1/z•F(DO17OU) 1O TO 12' S' 11- 10• 12' 4• - - 12' :9 1/2' 9' 5' 4(BOTTOM) ro 9-8. OP 80WON 9._8. LESS T - - 1 - 7- - - - 10' - - - +BOO,-SSA s• _ _ i _ 5.. I - - - 7 1/T' f0• _ _ 1 _ _ _ _ fy j _ _ _ e' _ _ _ 7- to- - - - 10 1/1'1 _ _ _ 6(TOP) 11 1/2- _ _ _ 6' - _ _ _ 6•. _ _ _ B f/2 . _ _ _ 6(BOTTOM) B' - - - 6. A' 1 - - - L.2' - - 12' 12' 12' 1 6- - - Is(Top/-W°. - - 1111//1 11 12' i - 1212' f2' ' 6' - - (70P/BOAOMI ,�SvCENg 9lk= + ONLY TAPCON ANCHORS OR L PNM SOU°-SE7 ALIONFD FOR 7 MOUNTING SECTION 9. K FACTOR B! •; ACTUAL. E. A 7AYAC Ny ++ ANCHORS SPACING ONLY APPLArA&.E TO IAWC NKUN ANCHORS / � /(�• * A TAPCOW /D1N{BOLr C'AUI_IH SOUO-SCT CF TAP-GRIP l\ $TATE Of 'VL[1XA1E5 14 SEE SHEET 7 d 8 OF 8 FOR ANCHORS TYPE X SPACING J' - .86 .75 .78 1.00 FOR IWAW77ONS INTO WOOD FROLVE BUILDINGS ••. z.��, :2oAro.• �� 2 1/1' - .7/ .50 - -80 A6WIMUM ANCHOR SPACINGS ARE VAUD FOR J 1/2'EDGE DISTANCE: FLORIDA BUILDING CODE (Non H1 h Velocity HU Cons Zone) FOR E D.LESS SP THAN J 112"OW REDUCE SCHEDULE ANCHOR SPACING By O . 2• -- - .SO _ _ MUtnPLYINc SPACINGS SHORN ON SCHfDU[E 8Y THE FOLLOWING ' I�IIIPF1Fd 2017 Iu.Trco,wc. 24 G4GE G4LUANi2.25ERIHA P57E£L STORM PANEL G. er. II FACTORS (Min. E 0.FOR CALK--W ANCHORS d ELCO .JS - - - _ PANEIAWIE IS 2 1/2;AND J 1/2'FOR SOLID-SET ANCHORS). 07/25/17 FOR RI THIS OPEILON TO BE LADE REDUCED SPACINGS RESULIING FROM APPLriNG ABOVE FACTORS EASTERN ME SUPPLY, INC bur. STALL NUT RESULT ON SPACINGS LESS THAN J'FOR ALL.ANCHORS I IN ECO L w C. 42M.EST 16405 ORAE (EXCEPT+4.5'FOR REO HO. OMABOLT ANCHORS). TILCTT r[SnNO d ENGINEERING COMPANY P"f.((56�PAW 2&tTL X.761)8 17-095 ass!nr..xV�a sw.xa nceal GVH n A1TN )209-STEL FAL•(367)841-1716 na.r(lWllll-IS]0./'e r(.blJC7l-ISfI ORAMNG Ab [B-0006719 aD Nabn WKwR A PLN Jr.P.E. SNC(7 5 Of B nORAA Uc. 44167 MAXIMUM A.S.D. DESIGN PRESSURE RATING (p s t)AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND CONCRETE BLOCK STRUCTURES • E 0. EDGE DISTMCE MAXIMUM UUIUUM ANCHORS SPACING FOR E O. -J 1/2••• ASD. APPLICABLE TO MVAW DESIGN TAFCONS REZAARCO NAVA D tr GILX-IN SOUR-SET PANELWR3 CF TAP-GRP SECDONS/& PANEL .. PRESSURE ANY COAWMYW LEWIN RA RNC(P.sl. 70ro to TO To ro to m To ro two THEY v(N.) . - cot" E:/KSiIMY CONCRETE LASDINI' CONCRETE LIISaW COVKRLTE."4WAY CCMORTFI MASd9TY CONCRETE'LASOWY 7' 12' - 6' - 1 Q J(GOP) 12• 12' If'++ r0• 12' 4' f2' 12' 12' 9 1/2' 9• 5' 1. 9+(BOTTOM) 12' - it"++ - 12' - 12• 12- IT' - 9' - $ 9+(TOP) 12' ' S' If'++ f0• 12' 4' - - /2' :9 1/2' 9- , 5- 2(80rTOLI) i ;• No. . nxS SCILDULE FPOW"ATES REOUA[D AM7A?7 SFACNV >+500,-55.0 12' S• i f' t0' 12' I 4• - - 12' 9 I/2• 9' r 5• J(BOTTOM) i T� Z 1& p FOR A CAM DESIGN L[i10 AND PANEL LENGIM � W-0. p�� LS� NOWEVFR 0WAW PANEL LOON FOR A GIAN TO _ _ _ q S =7E OF XSXW L61D MUST BE HREED AS POP SOEME 12' j - 11'++ - 12' - - !2' 9'� I +(TOP) OR S�p0• •(� r(�� f����� MSHQT 4 OF0. +700,-80.0 12' S' !1'++ r0' 12' 1 4• - - 12' 9 1/2• 9' S' 4(BOTTOM) LESS �j, QRIV.••••�� 1 ?. '11 ft B' - - - to 1/2- - - - 6(TOP) 6• 9- - - - 6(80TTOM) 6' _ _ _ 6- _ _ - B 1/2' _ _ _ 7(BOTTOM) 12' I 12' 12 6' 8(70P/)301TOY M4XWVN AUX/MUM ANCHORS SPACING FOR E D.n J 1/2'•• M�XpIUM MWMUM ANCHORS SPACING FOR E.0. J 1/2••• APPL.CABLE TO /(1.17AA1 APPLICABLE 10 fWri6A/ PANEL DESIGNETAPMCOWZW4CCALK-IN SOUR-SET PA'FLALSTrS CF TM-GRP SECWNS I tr PANEL DESIG J TAPCORS DNoDYN490 CKK-MH SO X1-SET PANFTINTES CF IAP-GIBP NYCRONS I A ENGTPRESSURERFD Ha WIG1MT COU"170 LENGTH PRESSURE To IED IQ OVILIECCT COYBJA LENGTH71NG(Pa.I.) CoNCRETCTo '"40AW C0fi RnE'M Tk%0M4T LTMCREA CRY I F AWW TO To CRETE';MISaI V of THEM 'L-[R.) TyrO(v.a.E ILASOAW 00t 70 RET[ Cn TV to l TO I/ITMW ODACM7r'WSa WY CW RETE`IKTLYYN CWKRETE:U G.SO' °£ M •L'(re.) 5'++ _ 6• j _ _ _ 9 !/2' - 4' - 7 1r J(r(W) 5• - 1'++ 5• B• • I R J(Top) 9'++ 8' /1' i J' IT' !T• 11' e' 7 1/T• 4• 1, 9F(SOTTOM) roJ8•++ 7- lo' J' 12' I2• f2• 7' 6 1/Y J f/2• 1. 9+(BOnOM) 9'++ - 11' - 12' 11' fT' - 7 1/2• - 2. 9+(TOP) 1O' - e'*+ i - to' - IZ' 12' 12" - 6 1/2•' - 2,9+(TOP) II' v 4• 9•++ 8' II' 3' - - 12' B• 7 1/2" 4• 2'(BOTTOM) 10' j J' e'++ ' 7' 10' ; J' - - I2• 7' 6 !/2•.J I/2' 2(80TrOL11 >+50.0,-56.0 It. 4" 9'++ 8' 1f' I J" - - !2' B- 7 t/T': 4- J(BOTTOM) >+50.0,-550 !O' J' B'++ 7' !O' !2' 7• 6 1/2• 3 f/2' J(BOTTOM) >8'-O' TO ft, - 9'++ - IL• - - - 12• - 7 1/2.1 - 4(TOP) TO TO t0' - 8•++ _ to- - - - 12' - 6 1/2'! - 4(TOP) TO +7ao,-80,0 it- 4- 9'++ B' II• ' J' - - 12' 8' 7 1/2' 4' 4(BOTTOM) 8'-4' +70.0•-80.0 10• 1 J' 8'++ T 10' J' - - I2' I T 6 1/2-iJ 1/2' 4(BOTTOM) 9•-8- 4' - - ; - +' ! - - - 6 1/2- - - - 7P Gov OA 4- 1 - - i - 4' - - - 5 1/2•r - - j - 57F-/BOTTOM 6- j -_ - 6- I - - _._ 8 1/2' _--__ _6(TOP) 6' - - - 6• - - - 7 1/2• - -- 6(TOP) 5- 5- :' _ _ _ 7- _ _ _ 6(80TTOM) 5 5- 6rI2• `_ - - 6(BORON) i 5' - - I - 5• _ _ _ 7 _ _ _ 7(BOTTOM) 4" - 4• 1 _ _ 6' 7-(BOTTOM) 6" - 12' 12' 12- (TOP/BOTTOM _ _ _ _ 6' - 12' 12' 17.' _ _ _ (TOP/BORON + ONLY TAPCON ANCHORS OR ALL PONT SOLID-SET ALLOWED FOR MOUNNNG SEC7ON 9. FACTOR ACTUAL E. D. 7AMAc NNlAN ++ ANCHORS SPACING ONLY VAUD FOR ZAMW NaiIN ANCHORS. FLORIDA BUILDING CODE Non Nigh Velocity Hurricane Zone) 1APCON /DTN•BG'Lr fl-7 SCUD-SET OF TAP-CMP • SEE SHEET 7&B OF 8 FOR ANCHORS TYPE h SPACING FOR INSTALLATIONS INTO WOOD c2017 nuEW.R.r. 24 GAGE G4LVANIZED BERTHA SIM STORM PANEL Lc ANELA"TE5 fIt1YE BUILDINGS. 225"DEEP) PAWN en .86 .78 1.00 „ AGXALTUM ANCHOR SPACINGS ARE VAUD FOR J 1/2'EDGE DISTANCE. 07/75/17 2 1/r - .n - .Bo FOR E.D.LESS MAN J 1/2;REDUCE ANCHOR SPACING BY MULnPLT7NG SPACINGS SHOWN EASTERN METAL SUPPLY, INC DATEON SCHEDULE BY TH£FOLLOWING FACTORS. (MIN.E.D.FOR CALK-1N ANCHORS R ELCO 1 N C 4268 KS?PADS DRNE 2' - 50 - - PANELAIATE 6 2 1/2;AND J 1/2'TOR Souo-SET ANCHORS). inur r£SNNO a ENGINEERING COMPANY WEST PAW LACI;n.M407FOR IHLS OPERATION TO BE MADE REDUCED SPACINGS RESULTING FROM APPLYING ABOVE "•.•xat4w u Irrn lwvn r.eNO4 n sTrae PhgNF.(661)209-829 W.,(561 41-1716t7-095 FACTORS SHALL NOT RESULT ON SPACINGS LESS TINN J'FOR ALL ANCHORS(EXCEPT+4.5' H,..:lwTkn-1a».r.(>aeNn-real m�owv � MWING No 1/2' .J5 _ _ _ FOR RED HD.DYT4IBOLT ANCHORS). FB-0006719 ero ratio T/rin I WALIER A mur✓.P.C. SH[tr 6 of 9 FUDRDA Lk. 44167 -- I'r 2'r.125'(Afh)Alum. 1/I%LAC SCREW O 6- I 1%IAC SCREWS O 6" AA. W/1 1/2'MIH. C W/1 !/z'u'H. 0 ee w/!/1%uc scRLws 1 .%uc scRE»s o 6' 1NRlAL1E0 pENE'fRA/KW THRFAO£D PLNE7RATION O 6'0.G W/I J/I'�. �y-yA� 70 IXISTIAO WOCO i TD EXL5n WtlOD THREADED PENEIR44" M !/7'AONo HEADER. / HEADER. TO IX1577NG W000 HEADER j N EO05TIILC W HEADER. Ny I — r 1 1 r 2- I 2' ! 2- 2I' Mm. ! 2 C-f. Min. ! 2 Conf. K"'' 2 Conf. IEua. I iS Cent I WOOO HEADER 3 WOOD 70"0 WOOD HEADER 1 O ! WL1)O HEADER f o REQUIRED REWIRED R£anr m tl urEo • u i m 1' 3 I g 1•IONNUM I ' sfPALAro SEPARATION To ' I'kWANM 'a{' SEPARAIM TO GLASS dA55 I o SEP"WN TO i GLASS CLASS I 2 ALTERNATIVE 1 ci tl � tl Y.'60L75 W/_a /II r J/I4 S y 5 1 WTHG NU/O 2 9 S.K S O 8'0. C I a EVERT r 0 I c114'0-20 Min. lIp W/vI�C BN/Ur!SSEPARMION T /B' EXISTING GLAS /I-I-TO 1 &%Is W/ B'I r /!2' JO/WT�2 , i'1 £yERy STUD 8 O _ WING MIT O —. EVERY STUD O [ �" O I2.O.C. .1 1/4 /-20 r 1 C W ` -O Cent M1'•! ;EOJL/r .� 6A C-L _114-0 WS LAG SCREW O 6' WOOD SND NUT O - O 0 24o. .o.c. W/J Cnf. REWIRED EERY STUD '2' 4'PUTF: THREADED WIO 12'O. C. 9 Cot REQUIRED OF mor. 11/1'o LAO SCREWS O 6' 1 1 I I•r 4'..125'(WI-) 0.6 W/I r T•Mw. 1�4%LAG SCREW O 6" WOOD SND 6063-15 N— rL.er(Cont) TINREADED TKW O 2'r 4•PLATE; O.C.W/1 1/2'WN. 0 24'o.C. 1 MiDWATN OF PLATE. REQUIREDI1OW"D PEIATRATI&V O RCOVIED % 1 (2) I/1% NAG SCREWO 5 M#7W1olH 0r PLATE. , GCH STUD(IODW70TH OF SND. 2'MkI NOIHAHL)ANO W/2' 1 MIN.1 w"o POWMTKW MR7 Ex'sT1AG SN0. ALTERNATIVE 2 ALTERNATIVE 6 ALTERNATIVE 4 ALTERNATIVE 5IVTIV �'I(EERA' y`: :•M,n , WALL MOUNTING INSTALLATIONS ���S.,,C....... SEPARATION TO SECTIONS A SCALE: 1/v- 1" {'- EXISTING GLASS 1/4-I-20 r 3/4" MIS W/ NOTE FOR COMBINATION OF SECTIONS.' 7/8'/r 3/32' Z I WHc � EWM ° NAIL MOUNTING SECTIONS NST LA IOMBIN£O INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS , b'�11EOFORID O f1'0.C IN ANY WAY TO SU?ANY INSTALLATION. -16 W ''•ss�OIYAL E��of'�� g��//ii/I/I/TEII 6 c-1. NOTES FLORIDA BUILDING CODE (Hon High Velocity Hurricone Zone) - Y. INSTALLA7IONS ARE ONLY VALID FOR MAX.A.S.O. DESIGN PRESSURE RATING e7o17 TaTem,Ox:. 24 CAGE GALVAN/ZED B£RIHA STEEL STORM PANEL LC. T"r U PLATE .:oC W/II I/5C2R uhv.0 6 UP TO +60.0. -65.0 paT AND PANEL'S LENGTHS UP TO 7'-8'. (2.25"DEEP DRAWN LIY.• REOUrAEO TNREAOFO PEN£1R1TI07/0 2• FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN O7/7J/l7 MOWTDTN Or PLATE. PINE No. 2. W/SPECIFIC DENSITY OF 0.55 OR EQUAL. EASTERN METAL SUPPLY, INC a,E. ' 1 L E C O I N e. 4T6!!W£5T HuOs OR11E TItur TESTING d ENcIHEERWO COMPANY WEsr PALO AGO(n M407 17-095 "`.. Lam lap. Eaoa ,mly,y PNQVC•(161)70➢-8761.FAC(561P41-1716 ALTERNATIVE 3 �_ ,,, OR,W,w'No WALMIT 't TO!/T P.L MO laou /iV1 a SHEET 7 Or 6 ...R.L9 4-4M 7 1/I'I LAG SCREWS O 1"aCl W/I 1/2•Lr //4"r [AG=CREWS O !/1•I UC SCREWS O THREADED P£NE7RA71LW 1.O.C.w/T 1/2•Lon. 1.0.G W/I 12'LM1T. COM. 70-EMSIYIG WOOD BEAN. THREADED PENEM7KW INIMADCO naV ---4----' TO DXbnNG WU00 BEAM TO EXISTING MtXD BEAK *-. (OPEN POSITION•) 1/1'I-20 ELCO 8' O05fW0 mol /ama'. III•I LAG SCREWS O MOOD gCuL ACplw(0. 'x e•(LO.)DOSnNO e•(Le'n.)J Lxlsnu •'PANELUAITE O 12' 6.aG W/1 1/2•M7n. EO EO SIAfKTLR4L ANWYCY moo LfAY R[WIRfD. NCC1D BFiIY R[OUPEA QC. W//7/1• TO D ris PEKIDOO HMI �m EE� E E �.� --EQ- D.C. -Eo Yin.PENFIRA170N i0 FJf6ONIC W000 BI.�SIERM D,GMR KAY 70 EE C Rlww BEAM TO BL•CERIYYD 1 //FADER, OR ARCRIECr PRIOR 6r REGLS7VMV D2HEER Br RECA57EREO OrMER COM I TO SM770I NTVLLAMN b L WU7LaR 7OR O 9 CIS IXJH. I - 1 rE0 EOE r[0 •NOTE SNAP alp®To 1-1 R01AW CLOSED A HURRlG1N£LQV 4 4 Lf r 1J 1 WOOD HEADER I AORILWS Wt700 H£AD£R p I REOUIREO onf. I I I I REONRED ! I ;; o 00000I' DDD I•MNBNM J SEPARADON 70 G -y I .•r_2O x 1 1 12'.L6n.AC1M01AL ---�1 OI I I CUSS I Y1"ear0-20 w I WNI )w/2•Yin. I t H 17/e•x J/J7'/� � PENE7RAtT&4 -'}- I 1 y,5 ; i I I N3YG NUT O 1 112•a G 1 !2y µ2I I I"N/NIMUM ' CONT. Jj sEPACLASS i� 4 („-' I I -�!•Y/NWUN T- 1'M/NLNUM �.' !•NRBNM I -Y•� �SFPA�704 1 W. I SEPARATION 70 t I SEP AM TO- GLASS O t j CLASS W I O I d I 4 lAG SCREWS 5/J2" 3 NUT O WbpO \ O 6.O.G W/l !/2• _� I ! / C -4 2'A 6" ! _A_. 2',6• PUTE •—MhL THREADED I REOUIR£D OOD PEN W710N O 2• 6- " wow y YIOW/DTH OF 7C. B 7 REOUIRED [ OG1 DECK A �LEG 8 DECK (OPEN Posmav) Conf. r REOLPRED Conf. r Cat W ! —O Ao0WIDIM / or PLATE 1 T f 1/1"r-20 ELCO sEPARA fL TO +\ _ i ``•�\ / \ r /rmoM 1 PWOODAN£LLNTE O /2' I EXISTING CLt55 LOM. \.T/1'I UG SCREWS o £O-EO PLATE 0.c. W/1 7/0• / / l -/ REWIRED Min.PENE77t 7100 I ,. O.C.W I J 1' 11'I-20. 7/e'x J/J2• INREAO[0 PENEIRI N 1/1'r UG SCREIYS o !/I'Bo179 f a_114 /UG SCREWS O 7�'a%JY/ 4'O.G W/1 f 2'Min 7/8-x J/62 / WAG IJf/T O EA 7HREADED RON mw Aw O 4"O.G W/1 7/2"Yrn. •xV NUT O O STEAD .+. 12'0.G WE40ED PENEVU7)ON 12'0.G ti ALTERNATIVE 1 ALTERNATIVE 2 ALT£RNAT1VE 3 'EppY.PS xET Wow ALTERNATIVE 7 RED CEILING & FLOOR MOUNTING INSTALLATIONS.. ����'Av? (OPEN POM77ON•) �:'••VCENSF•-• _� SECTIONS B sCAlr SECTION ® STUD TYP. TOP/BOTTOM ALTERNATIVE 8 s SMTOF WALL MOUNTING INSTALLATION ��'�'' ••�!�• ''' `�' INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS ''-;9 ". �'��I SECTION A scALE: t/A-. ZONAL•.,,,,,,,,,,d'' FLORIDA BUILDING CODE Non High Velocily Hurricane Zone) NOTES, 02017 7n7ECO.AV. 24 G4G£GALVANIZED BERTHA STEEL STORM PANEL L.C. 1. INSTAUAIJONS ARE ONLY VALID FOR MAX.A.S.O. DESIGNPRESSURE RATING (225"DEEP) DRAW71 OrNOTE FOR COMBINATION OF SECTIONS: UP TO +60.0, -65.0 psT AND PANEL'S LENGTHS UP TO 7'-6 07/7J/I7 FLOOR/WALL/Cf/LING MOUNTING SfCIXTNS CAN BE 2. FOR WOOD FRAME COIVSTRUC17ON: WOOD MEMBERS TO BE SOUTHERN EASTERN METAL SUPPLY, INC 1„n<; COMBINED IN ANY WAY TO SUIT ANY INSTAW170N. PINE No. 2, W/SPECIFIC DENSITY OF 0.55 OR fOUAL. IL E C O INe. 4268 11E3r ROr05 O.4NE TILL?TESTINO&ENWNEERIAC COMPANY WEST PALO WAVE n.31107 , Mos m n MIN PND'+E:•(56/)709-8261 FAX,(66/X1/-1716 17-095 fswk)1-Is1o.M1 r fscs 11-1611 DRAMW No EB-0006719 WALTER A lxlll JL.P.[. m r6..oa1 tlrtl E~ AORID4 lSH[LT B Or B ie. 11167