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HomeMy WebLinkAboutProduct Approval (2) Florida Building Code Online Page 1 of 2 FIXs BCIS Home Log In User Registration Hot Topics ` Submit Surcharge Stats&Facts Publications FBC Stall j SCIS Site Map Links search Flcri�a (8,j,--1Product Approval USER:Public User Product Approval Menu>Product or Application Search>Apolication Lis[>Application Detail FL# FL11964-R4 — . -Revision- Code Version 2017 Application Status Approved Comments Archived 0 Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (800)432-2204 Irodriguez@easternmetal.com Authorized Signature Bill Feeley r 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. Wz Validation Checklist-Hardcopy Received Certificate of Independence FL11964 R4 COI EASTERN METAL SUPPLY INC DRAWING 17-097 CERTIFICATION OF INDEPENDENCE.PDF FL11964 R4 COI EASTERN METAL SUPPLY,INC DRAWING 17-089 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2002 ASTM E1886 2005 ASTM E1996 2005 ASTM E1996 2002 ASTM E330 2002 Equivalence of Product Standards Certified By Sections from the Code https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgsxYIeb4opODchXga... 1/3/2018 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 09/06/2017 Date Validated 10/14/2017 Date Pending FBC Approval 10/25/2017 Date Approved 12/12/2017 Summary of Products -FL—#------- --- Modelr'Numberor-Name--- —--Description-- --- - 11964.1 0.050"Bertha Aluminum Storm Corrugated aluminum Storm Panels retained or not by tracks Panel(2 inch)-Drawing number to provide hurricane protection. 17-097 Limits of Use Installation Instructions Approved for use in HVHZ: No FL11964 R4 II EASTERN METAL SUPPLY,INC. DRAWING Approved for use outside HVHZ:Yes 17-097 0.050 BERTHA ALUMINUM STORM 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 13'-0"for+30,-30 p.s.f. Evaluation Reports ASD and 4'-0"for+90,-130 p.s.f.ASD for retained panels. FL11964 R4 AE EASTERN METAL SUPPLY INC. DRAWING_ See sheet 2 of installation drawing for other spans and 17-097 PRODUCT EVALUATION REPORT.PDF pressures. I Created by Independent Third Party:Yes 11964.2 24 Gage Bertha Galvanized Steel Corrugated steel storm panels retained or not by tracks to Panel(2 inch)-Drawing number provide hurricane protection. 17-089 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11964 R4 II EASTERN METAL SUPPLY INC DRAWING Approved for use outside HVHZ:Yes 17-089 24 GAGE GALVANIZED BERTHA STEEL STORM Impact Resistant:Yes PANEL.PDF Design Pressure: N/A Verified By: American Test Lab of South Florida Inc. Other:Large Missile.Max.span is 9'-10"for+32.6, -32.6 Created by Independent Third Party: Yes p.s.f.ASD and 2'-8"for+58.0, -58..0 p.s.f.ASD See sheet 2 Evaluation Reports of installation drawings for other spans and pressures. FL11964 R4 AE EASTERN METAL SUPPLY INC DRAWING 17-089 PRODUCT OF EVALUATION REPORT.PDF Created by Independent Third Party: Yes Back Nezt Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The state of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Grec9at Card - Safe, https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsxYIeb4opODehXga... 1/3/2018 I GENERAL NOTES: 1. STORM PA14EL SHOWN ON THIS PRODUCT EVALIATION DOCUMIENT(P.E.O.)HAS BEEN VERIFIED FOR COMPLIANCE IN NOTES: ACCORDANCE WITH THE 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE THIS.STORM PANEL SHALL MNL BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (MAMI-RADE/BROV)ARD COUNTIES), B.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS, S.G.TAPCONS. ELCO PANELMATE, ELCO NAS. INTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/4". DESIGN WIND LOADS SHALL.BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, 8.2) -3/4'0 SOLID SET ANCHORS SHALL BE.ENTEAILY EMBEDDED INTO THE CONCRETE BLOCK UNIT FOR A WIND SPEED AS REQUIRED BY THE-JURISDICTION WHERE THESE SHUTTERS,WILL BE INSTALLED AND NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. FOR A DIRECTIONALITY FACTOR Kd-0.85.USING ASCE 7-10 FOR INSTALLATIONS UNDER 22017 FOC AND SHALL 1/4"0-20 SCREWS USED SHALL BE 4 1/2'LONG MINIMUM( SHOULD STUCCO EXIST,AND 1'MINIMUM FOR WALLS NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PR65SURE RATINGS INDICATED ON SHEETS 2. 7, 9 THRU 17. WITH NO STUCCO. B,3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL.ANCHORS IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE LONG SHALL BE FIRST REDUCED TO A.S.D.DESIGN YNI,ND LOADS BY MULTIPLYING THEM BY 0,6 IN ORDER TO ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE SHALL BE AS INDICATED ON NOTES 70 COMPARE THESE W/MAX. (A.S.D) DESIGIN PRESSURE RATINGS INOIG4iED ON SHEETS 2. 7.9 THRU 17. IN 9-1)& B.2)ABOVE. IN ORDER TO VERIFY THAT COMPONENTS AI4D ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER STRESSED,A 33% (C) TO EXISTING WOOD FRAME BUILDINGS, SEE SPECIFICATIONS ON SHEETS 12, 13• 14& 15.ANCHORAGE SHALL BE INCREASE IN-ALLOYIABLE STRESS FOR WAND LOADS WAS NOL USED IN THEIR ANALYSIS, A DURATION FACTOR CD-1,660 WAS PERFORMED BEYOND ANY FINISH MATERIAL AT WALL LIKE BRICK VENEER. STUCCO OR ANY OTHER FINISH. USED FOR VERIFICATION OF'FASTENERS IN WOOD. ND FA GUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION (D) ANCHORS SHALL BE 114STALLED FOLLOYANG ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S STORM PANEL'S ADEQUACY FOR IMPACT R n MANUFACTURER. 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB REPORTS ¢, 0321.01-05, g 0812.01-05 AND If 0119.01-06,PER ASTM E 1886-02, E 1996- 2 AND ASTM E-330 STANDARDS,,QUALIFIED FOR'NINO ZONES 1. 2 AND 3; MISSILE TYPE D(BASIC PROTECTION ONLY)NND1FOR INSTALLATION AT NON ESSENTIAL FACILITIES AS DEF114ED BY SECTIONS 7, PANELS MAY ALSO 9E INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS 1 THRU 13 6.2.1.1 AND 6,2.1.2 OF ASTM E 1996-02. (SHEET 4 THRU 8) EXCEPT THAT HEADERS 2. 3, 3A& 4 SHALL NOT BE USED. 2.ALL ALUNJIIJUM SHEET METAL PANELS SHALL HAVE 5052-H32 OR 3004-H34 ALLOY. S. IT SHALL BE THE RESPONSIBILRY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS 3.ALL ALUMINUM EXTRUSIONS 5 ALL BE ALUMiNU- ASSOIATION 6063-T6 ALLOY&TEMPER UNLESS OTHERWISE NOTED. TO BE ATTACHED TO INSURE PROPER ANCHORAGE.THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR STORM PANEL COMPONENTS(4 STUDDED PV.TEI AND( SNAF CAP.ARE PATEI4T PENDING. WOOD FRAME BUILDINGS. 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 116 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER 9. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CoNnNUOUS DIN 50018 Y!/50 ks(YIELD STRENGTH AND 901 ksi TENSILE STRENGTH& SHALL COMPLY W/FLORIDA BUILDING CODE CONTACT WITH THE BUILDING TO PREVENT VAND/RAUI INTRUSION. CAULK AI4D SEAL SHUTTER TRACKS ALL AROUND FULL SECTION 2411.3.3.4, LENGTH. 5. BOLTS TO BE ASTM.A.-307 GALVANIZED STEEL(JR NSI 304 SERIES STAINLESS STEEL, WITH 35 ksi MINIMUM YIELD STRENGTH. 10. (6) THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. 6. AI7CHOR5 TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS -1/4'0 TAPCOI4 ANCHORS AS LIANUFACTUREO BY I.T.W./BUILDEX.. PRODUCT. BASED ON THIS P.E.O. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS Or-AILED ON THIS -1/:"0 S.G.TAPCONS AS MANUFACTURED BY MV/BUILDEX. DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. -1/4'0 PANEL MATES ANCHORS MALE OR jTVAS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. -1/4"0 X 3/4'SOLID SET ANCHORS,AS DISTRIBUTED By ALL POINTS SCREW BOLT& SPECIALTY COMPANY, (c)THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED 13Y ANY MEANS. NOTES: (d) SITE. SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WALL A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS AND S.G. TAPCONS IS 1 3/4'; FOR ELCO BECOME THE ENGINEER OF RECORD (E.O.R.) FOR'THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER PANELMATE AND ELCO TVAS 15 2 USE OF THE P.E.O. ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS LATTER A2) 3/4'0 SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. NO EMBEDMENT INTO THE SITE SPECIFIC DRAWINGS FOR REAEW. STUCCO SHALL BE PERMITTED. -1/4'0 -20 SCREWS USED SHALL BE 1 1/2"LONG MINIMUM <-SHOULD STUCCO EXIST,AND 1'MINIMUM FOR (e) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD WALLS WITH NO STUCCO. i THAT PREPARED IT. A..3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR IT. SHUTTER MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS,ANCHORAGE ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL'SHALL BE PLACED FOR EVERY SHALL BE AS INDICATED ON NOTES A.1) &A.2)ABOVE. OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. (B) TO EXISTING CONCRETE BLOCK WALL- I -1/4"0 TAPCOI4 ANCHORS AS MANUFACTURED BY I.T.W./BUILDEX. -1/4"0 S.G. TAPCONS AS MANUFACTURED by ITY!/BUILDEX. AA]A>sirie,,�X -1/4'o PANEL MATES APJCHORS MALE OR11VAS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. ,- THIS DRAWING SHALL ONLY BE USED TO -1/4'0 x 3/+"SOLID SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW, DOLT L• SPECIALTY COMPANY. THIS.. `^C/ �� OBTAIN PERMITS IN THE STATE OF FLORIDA NO,44167 ,l z FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) C } Z1( ozm]rnrfNu e!G 0.050" BERTHA ALUMINUM STORM PANEL e.e 3i8TE() a (2.00" DEEP) DRA470 Sr.- 5 a]/zB/7 EASTERN METAL SUPPLY, INC 04TG I L E C O J 9PtL V 4768 NESEACH,F 334 j --- TILUT TESTING tr ENGINEERING COMPANY WEST P.IW 283.F . JJ40] n,1)+b FAONf:(381)?09-B]BJ,FAx:(38/)84l-1]!B T 7-097' ••r n er:(]]]lBTE9 0008719(X1)DlI-uv Cf41W1G Ro WALTER A 11LLIT Jr.P.E. SHEET I OT E/ FLORIDA Ue.44167 i -14.101"(TOTAL V/IDTIl) 8.151"(TOTAL 070TH)= , IZOOO-(EFFECTIVE{WDrH) i -•�6.000-(EFFECTIVE 97IDTH)t-- I 1.070 170 1.070" . ;4.aeo^ 1--1 170 MAx7MUM A.S.D. DESIGN PRESSURE RATING .s.fJ AND 1.070" �`'I A'� -, OAS APPLlG91£i t I I't.5'•OAS A pUL16tE - ' y n2P.) I l 0.e00" mP.) I D Roo(rP) I o K (ry) y CORRESPONDING MAXnW-M PANEL.LENGTH "L" SCHEDULE ' \ O , o 0.250' N O`4 x...0.250' N ° 12.020 I 2'.020-=-Is PANELS RETANED AT BOTH PANELS RETAINED AT L8AS9 2.020" ENDS WITH TRACKS IN ONE OF THEIR ENDS FULL_PANEL W/ HEMMED EDGES HALF PANEL W/ HEMMED EDGES WM TRACKS OR DMECT MOUNTED lk 0604 OR ®* I aanvuu uAriuuV r------------14.375"(TOTAL iV/0TH)------------', c-._--8.425°C07AL .';•fOn+).----= ASD.OCfiGN ua..P.1N£L LENGTH S.D.DESIGN Me,PAREE LE".01H PRESSURE RATING L(n) PRESSURE RA70LG L(N.) l2DDc'(Erx£cnv£tvrorH)--- 6.000"(EFFEcrrv£WIDTH)- LOW" --j �_. 170-. i 1.070'-> I 1.070"= � 4.880---i � �.170- 13'-0" +30.0, -JO.O 13'-0' OAS APPLICABLE � +JQO, -JO.O •� nmJ � �GJ..LI50'RYP 1 i I• i/':©•QAs A.Etlusu I � ' `/-I.DS.QCn'P•L_i nr°) , r2'-8' +J5.0, -35.0 12'-0' I C, �� Q I O ---1 O +40.0, -40.0 11'-J' .020'=- 2,020"�- -2020-1- ---� +45.0, -45.0 10'-0' OPTIONAL FULL PANEL W O HEMMED G•S OPTIONAL HALF PANEL W 0 HEMMED DGES +50.0, -50.0 11'-0- +50.0, -50.0 9_O - +55.0, -55.0 YO'-o" +55.0. -55.0 8'-2- 01 STO P SCA4E: ,/4'a 1- +60.01 -60.0 9'-4' +60.0, -60.0 7'-6' +70.0, -70.0 8'-O- +70.0, -70.0 6•-5^ CONCRETE ANCHORS(SEE SCHEDULE)---- u;� +80.0, -80.0 7'-0' +80.0, -80.0 5'-e' !!1.tFn 1 Alrn. +90.0, -90.0 6'-J' +90.0, -90.0 5'_0" e l T- +90.0' I i I^ r j l i f T I-T +90.0, -100.0 5'-7' +90.0, -100.0 5'-0^ W +90.0, -110.0 .� 0z 5'-0" ., 7 9. 4'-9'+90.0, -120.0 4'-8" -130.0 4 -4+90.0, ' 1/1' # NO11 111TE• 2 MAX,A.S.D. DESIGN PRESSURE RA77NG h MAXIMUM PANEL LENGTH .1A A' FOR INTERNALLY REMOVABLE PANELS AS PER MOUNTING INSTACLA17ONS ON SHEET 7 OF 17 IS 2 + 50.0, - 50.0 Ps.L W/88"MAX. PANEL i LENGTH. x MAX.A.S.O. DESIGN PRESSURE RATING&&AVIdUAr • - -- - I PANEL LENGTH •• ___,- a I FOR LIOUNTBdC AS PER ALTERNATWE,$11 AMC' 14 ..__. .. ._...... g ON SHE r AND 5 OF 17 R£SP TIVELY ARE 4A ! C I I 11j11lC 7+. 11' c� AND f50.0. -50.0 p-f.. FOR UP TO r 108E PAXfh rJ --CONCRETE ANCHOP.S(SEE SCHECULE)- -p--3°-i yft "�4� �C/T��,. LENGAL P A6 STORM PANEL ,Af- TYPICAL•IELEVATION FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) N.T.s.• Na,441667 V2017 MCCA INC. 0.050" BERTHA ALUMINUM STORM PANEL La e ( 7/4"MOX. WP {{�I ) D I t/4"Mox. GAP.-I 07/26/ 2.00" DEEP RAIN/B,17 �- EASTERN METAL SUPPLY, INC Dal[ lzmmtt. I L E C O ENC. 42SB d<Sl ROWS GAVE �'�✓�%•'•'� : TIWT TESTING h ENGINEERING COUPANX H'£57 PALM EEACN,FL 35407 i7-097 ,N -A SEC710A M'31! eN..x>sa.c:..ra V.ac.« cwo nx n.Ialaa PHONE•(561)209-626],PAX:(561)641-1716 .:Ll:alnl-m)a.ra.r pOfmN:aJr DRAIWIX Nv E9-00CS719 WALTER A TILUT Jr.,P.E. SHEET 2 Or 17 N t.S .• ae u-eo inn RORIDA L:<.ddae7 am ap.x am R. qq -70 S.S.WCHV`E T- SOL '/"r&-swi T- a 12!0.C. ar At$ n L .09" • aw L s---2125'—« "E" TRACK "*h HEAD "U- HEA 3- MAX, ANGLE WAD 011T.BRACKET (g) .3- LD OUT OPTIONAL j- max. 'u" Buu OUT HEAD t4 20 A S a$Mt ..1. v. 'T c �o AWti Sr"� 10 0 '2*o.r ti MINI WALL 1.7f'x0.6322-x5(WAX.)xj18 (2) REVERSED "F"ANGLE TRA 7- TRACK ANGLE (2) STUDDED ANGLE AME WITH STUp ANGLE WITH STUD AIA- T- AC.717* '0.3'7- .221' 0". STUD WATED W 'n PLATE-ar T .7.760*8 9 JW:V41 Lw p -?d us-/ m;,. C,85, LdRGE KEY HOLDF (j2PTf0N I I LL KEY HOLE (PELIDN 4 ROUND HOLE AT-.PA .379 0\ -.59 sdr 1W-t• @ KEY HOLE WA KEY HOLE AT PANEL No.44167 NAL FLORIDA BUILDING CODE (Mon High Velocity Hurricane Zone), --2017 WMA WC. 0.0W BERTHA ALUMINUM PANEL W. SWAP CAPASP (2.00" DRAXN rW-.—� DETAIL 1: sruD R;,,muc Nur 7126117 EASTERN METAL SUPPLY, INC MTC- Z�l L ECO.,�. 4m-EST Rao DPW TILLIT TESTING&ENGINEERING COMPA14Y RIM r PAW EFA CH.FL-JJ407 1718 17-097 COMI0,ONEN (66*8, 'N�Te RUAJV..PS:. SHEET 3 Of 57 CONCRETE ANCHORS \ —L'j{o�, CONCRETEA/JCHORS POURED CONLHE7E OR CONCRi Tf ANC \ ($Ff SCHEDULE) \ (SEC SCHEDULE) \ CONCRETE BLOCK WALL CONT. RfOIFRfO 1 (we,PoSIT/R'J♦) (SEE SCN£OV[C) \� I.000i � 3 Long I"ARn. �..._�. ___• --1 500 I� _. .500" RI I \ I 250• CONCAVE ANCHOR$ � \ ' \ 7III �y i (SEE SCHEDULE \ I i EI FOR SAALING) E.. i POURED E.O. POUREDCONCP \ I POURED \ CONCRETE ' REOU 7A EZ Z .4EOLRREO� \ ; .4EO�RCD 1 h .I 1"Alin.SFPARA ROTI 1 Vl �I"A6n.SEPARAri011i r --(I I TO GLASS j j , 70 GLASS \ \•\ a W D W 1•Nnx CLASS SEPARATION TWO CLASS W .�. F-1"N;n.SEPAPAnON_ ; 1 CONCREr ANCHORS \ SECTION JA 1 TO GLASS ` I <"0-20 r J/<• a (SCE SCH£DULF) i 1 BQuS w/7/B U J/32-fR''/NG lJUT O z _1 9nL 12.O.C. .500" W �� '•.Y/ t ° POURED C.D. OR•ICO CRETE CONCRETE _\ ' w BLOCK WALL POURS / POURS / RCOUI.4£D--\ \ N ' RECUIRED CONCRETE / I 1 CON:REAE / \ \ ' w CONCRETE AlJLFI0A5/ OR CO.N_RC7F / I OR CONCRETE / \ \�\`. •\\\\ V BLOCK&ALL BLOCK WALL C.D. 1 (SEE SCIfEOUtC) REQUIRED REOULRED E.D. SEPAR•tnO:: I I 2 •� ( COJfl. ICI GLASS (OPEN FOPPOV 4) 1 25-: /J :5625' ' i SECTION @ ANCHOR CONCRETE AINCHORSJ y •._t CONCRETE ANCHO.NS/ / G (5E£SCHEDULE) / �e o°• (SEE scx£cLILe) B cone. OPT(ON f2 / 9 C-1. / SECTION 3A WALL MOUNTING INSTALLATION SECr/ON®ANCHOR SCALE I/2"- 1" 1/<- 2J/<• t /,./ //;SECTION 2 mU7181- 42- 7/e ,3/32' 12 C. t - MNG ALR' ICONCRETE 0 E SfUU OR 6'OC.K IAL POURED CONCRETE OR /// REQUIRED E'O' REQUIR OE BLOCK tU!L / POVRflI� 2 N / —�. i I / CONCR£!E 718-,J j2- £,O. £OCC D/STANCE .566• I / E.D. OR CONCR i Nu/m `-� (5[E SCHfO'JLf 0+I 5 Cant ELOf,K Iv L / i ETfRY STUD, 51{ELLS 9 d ]0 @ 11) ^Or1CRT AHCHN{5�� / (O-EN PpStnO!J+) REQUIRE t 4 12.O.C. °u (S££SCHEDULE) ' XSECTION @ STUD TYP, TOP/BOTTOM 17i" WALL MOUNTING INSTALLATION _ BUILD. -T INSTALLATIONr SECTIONREAARJCLOSED AT NON9 C-1. NOTE FOP.COMBIFJATION OF SF.CTICIIS: t y -.•� . HURRICtWE CONDITIONS SCALE: 1/2•. I' 9T)CN @ 5TL/D � WALL AfUUNTING SECTIONS CAN BEois NG NS A LA 10 COMBlA'CD fN ANY lt!gY TO SUIT ANY lASTAL(ATCN. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) l N0.1� i6T 02017 TLTECO,A'^. 0.050" BERTHA ALUMINUM STORM PANELscAte: r/2'e I (2.00" DEEP) oRAna erN 0 STUD VALID ALSO FCR .I EASTERN METAL SUPPLY, INC 0J/16//JSTAWnCN-SECTIO!/2 4A�' I L E C O INc. DAT". a•/ T It 1266 war ROADS DRIVE t%�••',.. \.1k TILUT TESTING& ENGINEERING COMPANY "EST PALM BEACH,FL,33407 ,. A' A s,\ `� E•••Nom.]11�.l�H..]M, ccw WCIXi.M1]flee PHC:K.(561)209-626J,FAY: 33407 17-097 17097 V 7'1L ." LxsleltBrew 6719 tralell-ts)t ORIIKIV+ro EB-OOG67I9 ar9 u-e4r nW. VlnLTER D IIIiR J•..P.E. SHEET A OT IT RCRIDA Lic.141871 71 # i 7/8'x J/J2` \ Sol-10 SET OR£ICO mole PANELLATE OR S.C. TAPCONS fWR NUT O "ma STUD COt1CR£7C ANCHORS \ E b, O t(�1 0R W/t/4 C-70 StD£WMX BOtT OA 9 �,, A ty'6.C. SEF, SCHEDUL£ CONCRETE ANCHORS © O AT SO, ,ACO ( ) (s.£SCNCDULE) 0. QOR 7 tv/1J W/1/1'a-10 TRUSSHCAD ROLT+ } \ OR SG T !•i ASM CONCRETE ANCffORS E O +. 3 cant. {sEEsutrDUtEI l\ . 1 {5fE SCHEOUt£FOR SPACING)---•--""Z \ ! I �A \ POURED CtlNCRfIE ; \ ✓+D!fFED L�Y:,CRER. \\\ !!! REQUx4 ONCI� t'++f1� t' ...�._! REDW'P.ED EO. ED. +,,, .A\\\\ �'-�'\ A I .A [ I POi7RCD Q POURED - t T CONCRETE C \ CONCRETE' \ OR COAYREI£ REOU!REb i t •'--��RT �kLt£RiuIF .__--f RLC K WALL \ }}} \� . IL£G LOC4UON i FfCU/RED i I + I I t//t"-0-20 x 714, BOLTS i i t.7 I c 11 2'KING HU t ac. >u OPTION r►1 CONCISE ANutcas ,A� SECTION (SEC SCNEDUtE) t"1 I ww I �4 Ct} "t Y �t"dti».5£PApAT10N 4 �t"Alin.SEPARAWN i SEPAPAVON t p TO GLASS ; w t 70 CLASS ` TO GLASS C POURED MF CROC'ONUC!RRCEOE��ti ; �.. $ g t1 7W/INBG'txtDJTUJdT' a`�2'• I; 7/1. ✓!t! //r t// IOOCJla'S.S..Dan ;2 . 3S i WAx,AUT 6J/J7' i POURED % i ' cant. _ 12•Il cOR Coh'CRETE o BLOCK r:EOU!RED71 f (_ '% / // OPTION /2 ?' PoURFG CavCRETC� I ! /, POURED L'OtlCRE7E wl �+ r REOUIREO I' r' RECNRED #i I /. SOLID SET CR ELCO ma!a PAA'CLUAIC OR SC. TAPCONS j SECTION JCA ! CONCRETF ANCHORS / f a CONCRETE ANCHGRS,,r� % (SEE SCHEDUL£) �/ (SEE scut UtC) £:O. �- *@ OR tY/J/1'a-2G VOEIALK BOLE OA d—t " OR @ Iv/@ IY/t/!-e-70 TRU55tEAD BOLT+ + { CEILING & FLOOR MOUN ( £sc EDu£FOR SPACING) ! CEILING & FLOOR MOUNTING DIRECT WALL MOUNTING INSTALLATION (D. R.) INSTALLATION — SECTION7 L u SEPAA•NGN — (7 INSTALLATION — SECTION 6 — SECTIOl 8 sc L£: r/z r ---"' --iT0 GLASS # �. SCALE: 1/2' 1• 3/12SI SCALE: 1/2' I WLYS NO ' 4 E EVERY tD Canl. t rr 1,115' _ # I �,//-� /// ltttLllFsr<✓�srAa Tl-14fj� POURED COMRETE I•�• E 0. [W'f 0!SlMKC t'\y •t• AIp ftFCU!REO j / (S£E$CNEDULE QN S' itltlVp :, f Si#EETS 9 k t0& tij �y`. .•'X1`3 C `., Coi I'ETC At:cHcxs/"} FLORIDA BUILDING CODE {Non High Velocity Hurricane Zone), {sEE SGItED'✓LE) 44161 ' �• aloe ir_lEco.u.'c 0.050" BERTHA ALUMINUM STORM PANEL L.a NOTE FOR comaM7.TA2N OF s£cT10N5: y t' (2.00" DEEP) ORene Sr. BUILD—OUT & FLOOR MOUNTING WALL/FLOOR/CEILING AfOUN,TING SECTIO145 CAN BE 464 EASTERN METAL SUPPLY, INC °7/D(a[t' r CC 0NEA IN ANY WAY TO SUIT ANY N.STALLATION. `'•-A-' •` Ir�xet�`� si5 I L E C O I RG• 1768 IYEST AYUOS CRMO INSTALLATION — SECTION! YST PAI.8FACN,FL M407 J I!� 'A' etQt TILLIT TESTING,B ENGINEERING COMPANY PArort•test}las-5761 rAk'(66r)au-r7ra 77-097 [��: t 5 4143 Nfi..6a,.St.,bix.3aS YRatiA CtRCp6.A 34,42 CR-WWG No SCALE 1/1'" 7' . „•„, EW.GLUT WALTER A TRAAT h„P.E. aP w-ws �• SHEET 5 Of tT iLGRiGA CiG.dS16T 1 CONCRETE ANCHORS. (Sf£SCHEDULE) �� (--•--' E. D. - SOLID SET 0.4 fLCO mo/e PANfLIAA�E OP. S.G. TAPCONS Cdr 12 OR 12A P!/I/4 E-20 SIOEW�LK BOLT OR 0 POURED -7/8"0 x 3/32" CONCRETE ©OR 12 W/ 13 YJ/1/4"0-20 TRUSSHEAD BOLT + +� ASANN NUTS 6 A1O.C. REOVIRED �� �-ED. i•-EO.--j \ (SEE SCHEDULE FOR SPACING) I \ r S.G. TAPCONSS0R \ ' —nm I Cont. ci I POURED CONCRETE— 1 REOVIREDI i E. D. EDGE DISTANCE (SEE SCHEDULE ON •.''.\i��' , I , H SHEETS 9 & 10 & 11) i i 4i �I"Min. SEPARATION_ ' CWZi NOTE FOR COMBINATION OF SECTIONS j i o TO CLASS WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE -il 7'Mm. SEPARATION = w COMBINED IN ANY WAY 70 SUIT ANY INSTALLATION. i TO GLASS I H i i I I • In• ' In 1 + + SIDE WALK BOLTS ARE 3/4 Ox3/327HICK HEAD MACHINE SCREW W/LENGTH ' 7/8"0 x 3/32" i 0. AS PER NOTES A.2 & B.2 (SHEET 1) W VERY STUD EVERY NUT®--� I 1 + + i >< TRUSS HEAD BOLTS ARE 7/2"0x1/B7HICX I a ' E 12"O. C. •� HEAD MACHINE SCREW tY/LENGTH I 7/8"0 x!3/32" i I + I I AS PER NOTES A2 & 8.2 (SHEET 1) WING NUT Fi'--••--i: + , a i EVERY S7UD 1 0 12"O.i C. L�JJ Conl. ALTERNATE LEG i N POURED J p .`__LOCATION i CONCRETE ;,.i_ -.-__.-_ .--1----- --_t OR CONCRETE W ' BLOCK WALL I 1.7�� 7///// .//V f REOVIRED I o>E ! 1 POURED '--••CONCRETE —EDGE OF kEDUIRED .SLAB IF CONCRETE ANCHORS'I % CONCRETE ANCHORS f" APPLICABLE (SEE SCHEDULE) (SEE SCHEDULE) E.G. l0 CEILING &j FLQQR>gMQUNTING INSTALLATION Conl. rl` "�L,.r ' SE N.40; _ z \l F FLORIDA BUILDING CODE (Non High Velocity Hurrlcone Zone) WALL MOUNTING !INSTALLATION ` No.44467 `� eson rueca A'c. 0.050 BERTHA ALUMINUM STORM PANEL Lc (2.00" DEEP) Da�'r+rfi' SECTION! 9 ; FTI EASTERN METAL SUPPLY, INC °'WEE..1' LECO ,MC. 42ES NEST RCACS CRNE • ,(/ {y�S TILLIT TESTING h ENGINEERING CGNPAM a'fSr P.ILM IRMO.FL i74C7 17-097 SCALE 1 2" - 1. `� ^�J •"` s41 assn N.a unc.... .v:ee Pxai[t(J6$)2V9-826].FAX:(561)611-1716 jy/gyp-,. A+qq++ �•Efi� 1x'1 .- DOC67 i9 tY0i1a71-IaTI ueea�>pr un CRlPU.L'Na VV WALTEES R A TILUT Jr„P.E. aC ud6r SWEET 6 Cr 17 .IFNI`II r FLORICA Uc.44187 i ExrsnNO ..,.G./// BRICK VEENER _ @FrCK Vf£NER 1 r14-1A. -3 •/ , U1/4 irAX` f f 3r.Si% PENETRARON TO / CONCRETE B10CI! E a &7"70 CONCRETE i Y/. �/ ,j Con4 -'- t / 1 4e 1 !/+oxe"ELCO male f EX1577NG k i .��`; ft 711'0x8•£LC0 mote ^i_£X15TWG POURED CONCRETE I ( PAftEGMAlC Tl'ASI Ah'C!{OR5 OR ;j+'C TEL ANGLE UT11EL y POURL'D COAYRETE PANEtl8.11 TV,CS ANCHORS OR ij+'P ST fT.ANGLE tUtt£L OR CONCRETE BLOCK= 4. TAPCONS OR t/f P CLCO AWE AS APPL{CABLF s ` AS APPLIC45LE WALL REQUIRED �`'I' PANE wrs 7 I OR CONCRETE BLOCK= ' -"TANEL94 OR f%+'o EL CO FO W �I (SEE SCHEOfILF.FOR SPgCINC). I i � V{AGL REOUlFCD i 1' PgHELLAIES(SEE SCNCOUIE FOR SPACING), F! OPT70M Af l SECTION I t A OPTION s2 SECTION t l A J'Aft SEPARATION 1 i r TO GLASS i _ w ews 7= � ?/� BRICK SILL !/+'P-70 x 31+ a ss.BOL75 Wj 716mx q 3131'MNG NUI O 1 ' O.C Sc 0. EOCE OISTANC£ 1 !'�•J/ j� f (Mr SCHLDt2£Or E£15 9 tt 70 8 [, 77) ++ I I 6f/N. o / s EX/ST/T{C j SIDE 1%;,1 DOL1S ARE 3 4�xJ,/31TMCK i PENETRARON TO 4 ? HESO rxACN1N£SCRtTV't/LENGTH CC:{CRL7E !� f Y -FLA4tt1NG AS i T li k 1'TO CCNGTE7f 1 I �,/ APPLFCA@LE j NOTF.FOR COMBRlAT70N Or SECTIONS: AS PER h'07E5 A.2 N B.7(SHEET 7) WAC ODR/Cftt7NG MOUNUNC SECTIONS CAN BE TRUSS HEAD BOLTS ARE t bxl 67HY`K I i s 1 HEAD MACHINE SCR, IV LENGTH/ i 1 --� CO.URIiNED 1N ANY WAY TO SUIT ANY INSTALLAnON. I f ! A5 PER lr0TE5 A.7&@.1 E1. !) s 1 1 I 1 / !r 7' __,T I/7• CC _._. or.L +ATL/ttPlltB'axJfi y, L EXtsnN A)ax. 1T1}4t�T'"� .:��`•`�j 41 ^ — —' �tixER S�=`S�` '' '• FLORIDA BUILDING CODE (Non Nigh Velocity Hurricane Zone) POURED CDNCRE7c y 1 /9'0,8*ELCO mok OR CONCRETE BLOCKME4MATE NAS ANCHORS OR 71+'P y 0700 WE=INC 0.050" BERTHA ALUMINUM STORM PANEL L.c WALL REQUIRED TAPCDNs OR r/+"R Etca MALE ��• 4) � ' (2.00" DEEP) oRtwN @r. PAHELMATES(SEE'SCHSOLAE FOR SPACRIC). '11LIEC8.i EASTERN METAL SUPPLY, INC 4N7E: BUILD OUT INSTAL LATION tcc, ,+' W4268F L M °`37toT SEG' rtON�! R r��Y Irl TIt17 TESTING Q ENGINEERING OOUPANY P6N'E:(Sb!)109 8751 FAX:(56t)3xI-tTii tf—ail i yV'r ans ,zaur:njeTj-'li».VWos7eTr-Iui irtt vruam OPAnwG rro IU1 tit. \' re-ccosT7s SCAtE�:3f@". 7' ,. YtftTER 0.A44R de„P.E. r eN tD•eN t W SNE£T 6A OF 7T RO k Uc.11767 a � POURCO COLLATE 0a70 S.,S.MACHIN NUT WAS ALL REQUIRED LOQ BOLT N% & NE 6 11'O. C. CONCRETE ANCHORS h 7/8"x J2' 2.500'U,', SCE SCHEOULf CONCRETE'ANCHORS ( ) _- _ o !' I%ING NU 0 ] POURED Caticrm O 12.0.G 2500' Cont _ EVERY 5 OR CaYCRETf 6LOCK �i V'^• 12.O. CUl PANEL WALL REQUIRED -CONCR£TC-ACHORS POURED E 0. O 12'O:G CONCRETE Cont / ALTERNATE LEC LDGTID%I REOU/FED7 2'r 2'+.055'TO 2'r 5'r.055'Cont. �\ '�� •\. ., �\ I Alum.ANGLE OR N .C80'3105-HL54 SHEET 2"A 4'r,125- o METAL Alum.CENT PLATE W 5105-114 OR 8063-T6 ALLOY „ C.-ANm-ANGLE I W b 1�1'llin.sfaARAroN '°CLASS i w CASE A (Plan) CASE C (Plan) N w sG?LE• r/s'_ 1' scntE� 1/4'- r 2'x 3'r.093'3105 H-14 OR •,�. 606J-T6 ALLOY Cont.o. ANClE� W WIT1-T6 ALLOY O J2.O.C. 7/$- J/J2' a WING NUT® HALF PA:E: 1 1/4'GAP 1.000' 12-1 O. r I VARIESPOURED CONCRETE ORelWALL REQUIRED POURED CONCRETE COR CONCRETE 810C IVALL REONARED CASE D (Plan .%�/, ) POURED CONCRETE / SCALE.' 1/4"= 1" ' REQUIRED CONCRETE ANCHORS 'I• - (SEE SCHEDULE) {�E.D. _ 90'<L 135' f a X - BUILD OUT DISrANCE `TRAC;(S REP) CEILING & FLOOR MOUNTING _ _•___•-•___• - INSTALLATION - SECTION 13 2'NAB,, 5x� X 1 sole: 1/2'-1' E.0. - EDGE DISUNCE !/4'0 SOLT 4-r 4'r,077' \ / (SEC SCHEDULE ON O 24'1 C. JfaS-1414 OR 6063-T6 ALLOY \�__b SHEETS 9,10 O TI) W/JACKNUT Cont A&v A%G;E NOTE FOR CORIANATION OF SECTIONS: CASE B (Plan) CASE E (Plan) P/ALL/FLOOR/CEILING MOUNTING SEC77CNS r 8ESCAT EiirIS171i r I• SCALE.' 1/4" = r" COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. ]it", A, Tl�--�N END CLOSURES DETAILS 1 (` �l� lalLStC '•. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 02017 Tr.TCCO,LHC. 0.050" BERTHA ALUMINUM STORM PANEL L.C. 0-44167 (2.00" DEEP) D-Aw Er, • 07/26/17 IL E C 0.... EASTERN METAL SUPPLY, INC DATE: "per.,n, (pR10 •.;Ott i 426E RESI ROADS ORNE TILLIT TESTING b ENGINEERING COMPANY 5T PALM 2mcm.63.1 . J-407 5 Ss.Y.,S.�•aaM C1PT4t4'.R]1+ee PHONC(551)205-e2GJ,FAX.•(161)841-1716 (1-097 ,y (]C])T1--00.rani(A^mll"1]]i r�:ancv art ORL6b.G Na AAF + E6-0006719 WALTER A TILER Jr.,v.E. 16-ate l`� SMELT 8 Of 17 R0910A L:4.4416) i i MAXIMUM A.S.D. DESIGN P ESMU Rd TING fp s f) AND C-00 SPONDDVG b AX01aW aNrFTnu SPACING SCHEDULE FOR INSTALLATIONS /N COWREW AND CONCRETE BLOCK STRUrTCTUFs 1 wm9v wxiw+r ulcllzvs svAavc rcw c 6.-J,p�.. A.s.a Msr:, aw,carf m wA w w.ztr�A,nrl,aa uAcvc rcR r.a.jr/2.d. Acrlcaue m nR• f PfMAf:AYQK SIXIa i*T SfCaIK/f WnuLL IAY.R ASa h3CY fCY1YW5/d �v pAvn R•IPG(pa[) - Se pA4+lWRS pM'Ow?1185 NN DOP].`NJGY l[aGM 1"O,J pA[SSIAff Rr6NA4 TATG+T SOLD Sn S4L.Ypv p4YM1NRS PAmwR/lxT INV G0.6v4IKt LfI.GM 1'M.7 m fnvSRCR m NLM.'RY i0 COKPL}f m N4IRIVY !O LYYXALT£ f0.lSa4tY (O CWGTER ro Y4TOYrT' m a'.IT.PnC m NAf45RT G<IRON A!mA:(pwA) m f0'CPr1C!0 IIaS•NY ro mY:At',r m wsWaar (a CavJara ro uaswur m mrRar ro WmNY m ca.9rfrt m ausaxx ar MCL+ Y 12' NIA 17' MIA 1. NIA 12' f!/A 12' NIA I(IOP) 110 WA 17' N/A 12• N/A 12' NIA 12' N/A r crop) 1T IJ• f1' 12w 12j 12' 11' 12' 12• 12• 1(eonou) IT 7' 125 1]' 12• f2• I]• 11' 12• 12• 1(s0170.) 12• WA 12' N/A 12j' N/A 12' NIR 17' NIA 7(TOP) 12' WA 12' NIA 12' NIA 12' IVA 12• NIA 2(IoP) 9' .91, 9' 9' 9' 9' 9' 2(8070.) 9' 9' 9 P. 9' 9' 9' 9' 9. 2(6010.) D. NIA 9' NIA 9.1 NIA 9' N/A 9• IIIA ••L(TOP) 9' NIA 9• N/A 9' N/A 9• NIA 9• N/A 3-(!Op) 9" 9' 9' 9' 91 9' a. 9' J(80TT01.!) 9' P. 9• 9- 9• 9' 9- 9' 9' S' J(80t70m) ,1' 11' 12' 12' 121 12' 11' 11' I2• 17• 4(TOP) 12' 7• 12• 17• 12• rz' 12" 12' 12• 11' .(rcp) 1T IY 12• w 12 12' 12' 12• 12• 12' 1(80110u) 11 T 12• 12' f7• 12' 12• R' 12' 12' 4(BOnOMJ 9' N/A 9- N/A 9'1 NIA 9' N/A 9' I%A SA(701+) 9' WAA 9' !!/A 9' N/A 9• NIA 9• IIIA 34(TOP) 17' N/A !2' !!/A !2� N/A 11' N/A NIA NIA 3(6070.) 9• IIIA ti' N/A 11' IIIA 17' WA NIA NIP 3(60170.) 12• N/A 11' N/A 12� N/A 17' NIA' IIIA 1/4 6(rOP) 9' II/A 11 t/7' !!/A 17• 1%A 12' IIIA N/A N/A 6(TOP) 1400.-60.0 12' !!/A IT• IIIA 17� N/A f7• NIA I!/A MIA 6(00.70.) P.=O' F40.0.-40.0 9' N/A !f' /%A 17' IIIA 12' N/A N/A f%A 6(60rTON)OR R i0 LOR ESS 12' 7%A 17' !%A 171 N/ 12• NIA WAA. N/A 7(TJP) LE55 LESS 9' IIIA 11' NIA 12' I%A f7• N/A RIA NIA 7 12' N/A 12' N/A 114t NIA 12' I!/A NIA N/A 7(80TOLI) 9' 1%A ,I' N/A 12' N/A 17' 11/A N/A WA 7(90>i0N) N/A II/A 12' 11' ITl 17" 17' 12' 12' 12' 6(IOP) NIA N/A I]'v 11•• 1.-- 12•v I1'• 11'• 12•• 12•• 8((OP)v N/A N/A 12' ti' 17� :2' r2.. 12' 12' 12• a(80n0.) N/A I!/A IT• 12'• I2'• 12'• I2"• 11- t2l ,2'• 8(60nw)• /%A 1!/A 12' u• n' 12• 1 1• 12' 12• 17' 9(Top) A% I/A u'• 12'• 12•• 12'• 12•• 12•• 12•• n'• 9(top). 12' 1I• R' 12' 12'j 12' R' r2' 12' p• 1 9(801704) 120 7' 12' 12' f2' 12• 12' 11' 17' 11' 9(8010..) '2f!/A 12' N/A 12.1, f%A 12• N/A NIA :!/A f0(TOP) S' NIA It II2• NIA 12' N/A 11' WA NIA N/A )0(TOP) 6' !I/A 6• N/A 6.1 NIA 6• N1VHIA !%A 10(E0n0M) 6• AVA 6' N/A 6' 1(/A 6' WA N/A' N/A 10(6�oTgJ9N/A 9' I!/w 9'I IIIA 9" N/AN/A IIA(TOP) 9• 9' NA 9' M A 9" N/A/ g' NA 1fA(TOP) 9' 9" 4" 9' 9' 9' 9SIf(6D1a.) 9" 9' 9' 9' 9' 9• 9' 9- 99'6' WA 6' I%A NIA 6' N/ANIA P) 6' N/A 6" 1%A 6' N/A 6' NIA 6' /A (TOP6' N/A 6' N/A 6• N/A G' N/A /I/A fJ(60 .) 6' I%A 6• WAA 8' NIA 6' A% 6' N% IJ(60TTOW • USE 6'OC FOR PANEL LENGTHS 1ARGER THIN 10'-0-a10 LIE'12'CC AS SHOW'01)SCH£DUX FOR PN:ELS LIEWOTHS EDLIAL OR SHORTER MAN 10'-0 I i •.4L4ATA!UM ANCHOR SPACINGS ARE VALID FOR J 1/2•EDGE OSrAkf.FOR E a LESS IMAM J//7: ANCHORS LEGS(/() REDUCE ANCHOR SPADNG Jr`.L.2TIPL17MG SPACP16 SNOAR"CIICHEDL%r Or M£F0LL0MlC FACTORS. !NOTE.'AG..Co D.MR SOLMSET ANDfORS IS n FOR THIS OFERA"MAW TO Of POSSIBLE,REDUCED 5 ACJ1G Cfi"l EO VS9lG FACIOR SHILL NOT GF U70R LESS MINIM/.SPACING LYOfCATED FOR EACH ANCHOR rY7:t' A!CHOR 7YP£ AT ANCHORS LEGEND. ! SPL.AANACB:G rACIOR I TAPCOM'REOUTAR OR S.G.)PANELA147E 09 PNIELA64T£NAS I J" ACJUI.• E.0. IAFCON(REGULAR) S.G.IAPCCN,PAIlEL.A7 OR PANEIAf4TE r✓AS SOLID SCT L E. O. =EDGE DISTANCE SOLID SET J• 2 1/2' - .T.1 .30 /TTJr)(/F/7A0A"'" tiyEs FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) No.4 167 02017 Tl17ECa Inc. 0.050" BERTHA ALUMINUM STORM PANEL L.C. (2.00" DEEP) DRAIPN 9r a Z .I ` 07/26/17 EASTERN METAL SUPPLY, INC a4l ,�y•S /� ��"" , I L ECO SI C. 4266 IIEST ROADS D.Rtw V Y L •'4.. Id TILUT TESTING&ENGINEERING COMPANY1ST PALM BEACH,2 JJ407 17-097 • � '••.......• rr'•`�tl 6mt"...:Sn.Fi.Tr.Y!6 4 CxA ew�vy n.,u:A PHO:+R(361)209-a76],FAY(561)84:-17I8 L V . Plan:(.Ys161t-TSTA.Im:(]mTbtf-fill �� n LWAI4f.'G NP sf0&dAL EB-0006719 �P la-07 Tnl TIALTCR IILLR J�.P.E. SHEET 9 Or 17 I'Los,A U..A4787 I MA29MUM A a D DESIGN PRESSURE RA77N 62,s-L) AND CORRESPONDING AY7x9W AA/rHnu $RACING SCF7EDU/E FOR INST L ATION IN CONCRETE AND CONCRETE BLOCK STRU TURFS uar v rewr.A<1:naxs s>;icx•A;.raYC a.s r/i•I,. ro .avLrAsrr ro _ •LO,9, A•P•� Wprf..N wruul wvoa9s s•.eAc Hw c n.s r/2'• SYCRTIT/• WAWLN PM1':R AS0.0.'43r IN,V tOPo'Rr i•(ILl 1410.E(Pall PLtLtM fAK9Nf S!AAY STI SGTKta/ PMWPr.S fwVIIWR M'T An FLL2TAAW tr1CM Z•(RJ PRCsrFC P=CJIAI M.Rn5 SqA`��1 S6lARJGN PAKIWILT AW1W/F MS SRM / ro cn.c6nr m.Wswm• m mx:Asrc ro ws2xAr 712-14YA YwRJuasanrAS12' I1/A 12• NAA 12" N/A H1A NJA I(TDP) fl• /I/A ll• N/A Ir' NIA Ir• NAA 11' HAA 1t2' 1T 12 .• Ir- rP !1" !I' IIT JIT t(BOROM) NJA 12• NIA 12• N/A I7• NJA 7(10PJ 11• NIA 11• NAA 11' NJA 11' NJA 11' NJA 7(TOP) 9' 7(BDrT.) B' ' ' ' 9 7' 9 7 2(60rml) N/A 9" NJA 9' N/A 9• NIA u(top) 9" NI 9• 1!/A 9' N/A 9' N/A 9' ://A J1(GOP) 9' 7• 9' 9' 9' S' 9'' 9' J(6017CM) B" .' 9' 9• 9' 9' 9' 7' 4• 7J -onow 12' 7• 12 12' 12 12• 12- 72• 12• 1(TOP) 11' it, T Ir" T .(TOP) 12' 7• 12' 17' 12'1 12' 12' 12' 12' 12 .SROM) ll• 1• it rt• 11' 11• 11 7• 11• 7' s(8017W) 9• IIIA 9" IIIA 9-1 NIA 112' 12' A 9• NAA 54(101) 9' NIA 9' TINA 9• N/A 9' IIIA NIA .4A(rav 10- 'VIA 12" HAA 17'1 1I/A N/A I:JA 5(B°TTCM) S' 8' 7' N/A 9' NAA B' I!/A N/A IIA 9(80R0311 10' II/A 17' %A 17.1 N% 1!/A N/A 6(fOPJ 9' N/A r0' NIA i7 N/A II' N/A N/A N/A 6(!GP) +l o.W. TO aO 10' If/A r2" IJ//A 11'1 N/A A. NIA NIA 6(BORON) 8 0' +600.-soL B• N/A 7' N/A 9" 1//A B" N/A NIA N/A 6(BOROMJ 9•-0• UP t0 OR +fO.Q-6D.0 lo' /:/A f1' N/A I1.1 N/A A N/A NAA 7(70P) LESS +w O.-80.0 S• NIA 7' A%A 9' N% 8• NIA NAA NAA 7(TOP) LESS 1O" N/A 12" NAA 13• NIA N/A MIA 7(60ROA) 5' N/A 7• I:/A 9' IIA B' I:/A N/A IIA 7(BORON) !I/A u/A lT 17• IT 1 r2• u' i2' a R°P) NA 1%A 11' 12" 11' v" 12' IVA 11' 11• 12'I !1• ' /1' 11' 8(BOrmk) IIIA HAA 6• 12" 6' a(t°PJ / 11" #" V' I1' 12' 6' 11' 6" 8(_•rCn'OMJ f//A N/A 11• 12" 12.1 12' ' I7' 17" 9(TDP) fUA NAA 12• 12' 17' I2' 17' 6• l2• 6' 9(TDP) 12' 7• 12' I]' 12.1 12• ' 12" I2• 9(BOrm.) 11• t' rr' fr' 11' I1' ll' )• 11' 7' 9(60TTGA) 10" N/q 11' IA I7• N/A 11JA IIIA NIA to(rOP) 9• NIA 10' NIA 12' N/A rl' NIA 1%A IJ/A 10(To P) 6' 1//A 5- 11/A 6HAA 6" NJA. N/A N/I. 10(Bouw) 6• IIIA 6• NIA °• NIA 6' NAA NIA N/A to('ROX) 9' 7" %A J�IA N/AI NIA 9• - 9" 7• IIA(TCP) B' .' N/A N/A NIA IIIA 9' 7' 9' 7• 11A(TOP) 9• 7' N/A NJA f1/Ai IIA 9' 7• 9" 7• 11(BORON) 8' 1' NIA 111A NIA N/ 9- 7' 9. 7• 11 (dW10X) 6' f%A 6' NIA 6'I NIA 6' N/A /%A. N/A u(rco) 6' It/ 6• NIA 6' I!/A 6• IJJA NAA NIA fJ('OP) 6' N/A 6" NIA 6• MIA B• N/A N/A N/A IJ(BORON) 6' N/A I7"' II/A 6• NIA 6• NIA NIA NJA I.(607)CL) ANCHORS L£G£ND ..kL MIUM ANCHOR SPACINGS ARE'VALID FDR 7 117"EDGE C:STA:CE.FOR E.D.LESS THAN J 1/2'. X%R• REDUCE ANCHOR SPACING ar AIULNPLYING SPACelG SHOWN ON SCHEDULE Or INC FOLLOWING FAIORS. ANCHOR TYPE .WCNO.4 ' (NOIE•M%".E.D.FDR SOL/05ET A.'CNORS 15 J) 'SPitC/NG FOR THIS OPERATION!O RE F05518L[RLOCKID SPACING OSTANED USING fACN)R SHALL NOT BE 7APCpN(REGULAR OR SG)PANELXATE OR PANKILTTE WAS I J" LESS 7HA.V 01111XIM SPACIII3 LVDJCArFO FGR EACH ANCHOR TYPE AT ANCUORi LEGEND. I FACTOR SOLID s-.7 J• ACIVAL f.O: LXi-C:!(REGULAR) 1 SG.TAPCON,PANfIXA7E M PANEUGiTc WAS SOLID SET J' - .86 .75 .50 )iyl)D)1 Jit//I.yyYyp�P� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) a� o1or2 770ECO,wc. 0.050" BERTHA ALUMINUM STORM PANEL L.C. Na'44161 (2.00" DEEP) DRAIr,J ar• ' 51 EASTERN METAL SUPPLY, INC °'DAM''17 IL EC O 4268 WEST ROAD$DRAC TI-T TESTING h [ryO1NCERI80 COMPANY A Q''•y,L/�/l/l '� �V pit vSA nw.Lem.su,su.wl.bvuv vPJtM6FfLY4 L(JlC7 (561)109 )1-097 N..1'. , Jf��h F '•'•' PIwn1 B'--0 .Fa.:ISC•+7171-tf31 •`%,'.' �l�p meow e1n DRAKIA'C NP f �r'✓I�AL���`T r E9-0006719 WALTER A.TIWT Jr.,7 P.E. aD u"ou /•An sNE[T 10 OF 17 FLORIDA L'c.4A10 MMMUM ASD DESIGN PRESSURE RATING 62.S-f-) AND CORRESPONDING MKAXVIMM ANCHOR I SPACING SCHEDULE FOR INSTALLATIONS IN CONC ETF' AND CONCRETE BLOCK STRUCTURES !w.'MAI WY,Wv,antes 9'ACAG F4.L 0..J i/7�•• A•HlGbir ro lRVN1 YIIMJY:NlJbRs SMCA.O R`R L°-J 1 4SP.fkSl9N LrCDaK F d UNT. FM'(L ASO.fkSF.Y n•" 5 CM i WtW.N PMfI t LSSUAF A1G.fAe fTo —Aar SC) SGUR°V Mtf . Mt1Y.lr Nti ,ry�y�.l l[NGM 1'(NJ �0.� YT SGLAY2•/ IWILlWR3 A/hC.WT Iqf SCY6tlI— I[—1"(aJ l.Np(Pst/ f0 CatCRn<ro Y4SGV(1' f0[4•A:AOr TV WSGrvn M aA4-Lq ry WSaWt 1G C1Y2A(R TC WS[vF.v TG M�nr)0 YIGbvRY bF MrY Mtn x'•.17 fp eMflt 10 YlSDy4Y T°--m T YItA�Rf 10 G WAm N--, !O CaaYAfR !0 uISGNPT to— f TO WSM'.Cf N IMI 17' N/A 1?" IIIA Ij' N/A 12" N/A 12' IIA 1(TOP) 8 1/2• N/A 9' II/A 9' !//A 9' !%A 9' IJ/A I(FDP) 12' 1 1/1' 17' 11' 17' 12' 11' B 1/7" 11' 8 I/7' I(B0n0AtJ 9• 1' 9' 9' 9' It. 9" 7' 9' 7' I(BOnC.) I?' WA 11' NAA 11' :!/A 12" MIA 11' N/A ](M-) 9• N/A 9' MIA 9' N/A 9" N/A 9' N/A 2(TOP) 9' 1 1/7" 9' 9' 91 9' 9' 6 1/1' 9' 3 1/2' 2(B0170N) B' 1. 9' 9' 9' 9' 1. 9' ?(Bona..) 9' N/A 9' VIA 9� N/A 9' 11/A 9' N/A u(Top) B" I!/A 9' I!/A 9" N/A 9' N/A 9- N/A .N(10P) 1 1/7' B' 9' 9� °' 9' B I/7' 9" B I/1' !(EOtFJY) 9' 4' 9' 9' 1. 9' 7' 9" 9" J(6JTT0..) 12' 1 1I2' 17' 12' 12" 11" 12' a112- 17' a!/]' 1(to?) 9• 7• 9' 9" 9" 9- S" 7• 9- 7 4(ICP) 17' 1 1/2' 11' 17' 12' 12' 12' 6 1/1' 11' 6 1/2' 4(601701!) 9' 7" 9" 9• 9' g' 9' )• 1. 1(6017170.) 9' N/A 9' N/A 91 N/A 9" N/A 9' N/A 54(TOP) 8' VIA 9' FIA 9' N/A 9' N/A 9' N/A M(IOP) 6 I/7' N/A 1 1/2" N/A Bi NA 7 1/2' 10.. N/A N/A 3(&144°1!) 5' NIA 6• I1/A 7' N/A 7- N/A N/A N/A 3 aorm f) 9' N/A 9 1/7' N/A !0,' N/A 9 1/1' NIA NIA NIA fi (JOP) )' I%A B' .Y/A10' / 6' N/A N/A N/A 6(FDP) .la0.-10.0 6 I/]" NIA 7 1/1' 1!/A B( N/A 1 1/1' NIA I1/A N/A 5(60T70N) >8•••o, I9ao,-940 3' NIA 6" !!/A 7' N/A 7' N/A N/A N/A 6(BJn011) 7'-0- •[a0.1-60.0 6' f%A 6 1/]' 11/A ov 7' NIA 6 1/]' N/A N/A N/A 7(TOP) �2-6 IM.O, 1.0.0 S' N/A fi' N/A l' !1/A 7' N/A N/A fl/A 7(iGP) CF55 6' II/A 6 I/7' I!/A 7, NIA 6 1I]" N/A NI NIA 7(BOn0111) 5' NIA 6• NIA 7" N/A 7" !!/A N/A N/A 7(BOTTO'A) NIA NIA i]'• W• 171• 17'• 17'' 6'• 17"• 6'• B(70")• N/A N/A 17' 6" 17' '6' 12' 6' 12" 6' B(RTP) !J/A N/A 11'• W• 12'1• 11'• 17"• 6"• I?'• 6•• B(BorfCN) /J/A A%A 11" 6' i?" 6' 1?' 6' 11' 6' 6(on1 ) %A NIA f7"• I?"• 12'1• 1]'• I]'• 6-• 11'• 6- 9(T0P)• N/A 11/A 17' 6- 17' 6' 12' 6' 12' 6' 9(FOP) 17' A 1/2' 12' II' 171 17' 17' 6 1/7" 11' 1 B i/7' 9(GOT1010 9' 7' 9' 9' B' 9' 9' 7- 9' )' 9(BJTTO.u) 9' IIA 9 1/2' N/A 10' NIA 9 1/1" WA 11/A N/A 10(ECP) 7- N/p 8' 111A 10' NIA 8" N/A NIA I1/A IO(TC-) 6- N/A 6: N/A 6' II/A N/A NI To(89):ON) 9' N/A 6" /%A 6' N/A 6' I//A N/A !%A 10(Bono.) 9' 1 1/]' NIA 1%A IIA NIA 9" •I/1" g• 1 1/1" 1!A(TOP) S• IIA NIA I1/A N/A 7' 7' ]' 7' IIA 110PJ 9• 1 1/7' N/A NIA f!/A I!/A 9' 4 1/1' 9• 4 1/1! 11(601TON) 9• 1• NIA I!/A f//A N% 7" 7• 7' 7" 11(SOn04) 6' N/A 6 1!/A 61 fl/A 6' MIA !1/ Abp 1J(FGP) 6' A/A 6' N/A 6' N/A 6' I%A 1%A NIA :S(TOPJ 6' N/A b' N/A 6' N/A 6' 1//A N/A N/ 1J(EOnON) 3 N/A 6- NIA 6• I%A 6- N/A N/A N/A IJ(CJTFDY) •USE 6"CC FOR PANEL LENCHTS URGER THAN 10•-0'AND USE!1'AS S1t0NN 011 SCHEDU:E F09 PANELS LENGTHS EOUAL OR SIICRER AMN 10'-0' AL+GI/ORS LCC•CNO ..REDUC lA NCHOANCHDR SPACING ARE L•ALID FDR J 1/1"EDGC DISTANCE.!0!7 E.D.LESS Ua J irAC ANCHOR TYPE AkCHCR REDUCE ANCHOR SPR SGL BY LI!/LRPLTTNC SPA^NC SHJttry O!!SCM£OUtE BY 1712/0110tTNG FAC70.45. SP ACING (NG7F.'Km.E.D.FOR SOLlEp M'CHORS/S J')) FOR THIS GREW?"TO l PoSSL4tL,PEI,-It SPACH1,S OB)AVIO WNG FACTOR SHALL Not BE rAPCO.•J(REGULAR OR S.C.)PAN£LWTE OP.PANEWATE NAS J' LESS TRW LAVINULI SPACIIJO MDIC47ED rCR EACH ANCIIOR TYPE AT ANCHORS LEGEND. r E. D. = EDGE C1StANLF. FAC70R Saw SET J• ACTUAL C.D. GFGON (REGULAR) S.G. rAPCCN.P.INELAUTC ON PARELALIIEVIAS 501.10 SET 1 J' - .B6 .75 1 1/7' - .71 .5C =1!(D)!7llllsYFjs�i A. s;�''•. Ao>� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) '. Q. (�j] ? o2o,7 ROM, Nc. 0.050" BERTHA ALUMINUM STORM PANEL Lc. (2.00" DEEP) DPAPL Br. IL ECO,Na. EASTERN METAL SUPPLY, INC °'/°; 1' " Ak 4766 fVCST ROADS DRtIE F I� u•-•k {• TILUT TESTING h.ENGINEERING COMPANY 9PSI PALAI BRACH,FL JJ407 •r FF���` f 6s55 awJM,fl.S!l.ms.acCxN cwu;M1 JJ�l1 PHONE,(361)209=67EJ,r".(561)24r- 17;5 (7-097 • J�. �'�,\ 1{I (s93jSTl-BISGOJ6719(:Os;a:1-ISI �T�A� d� CRaI19NG No .r • YUITERA SHEET TILLG JI.,P.E. m 1A'O1f •� it OF 17 �� TLO910A Ul.48167 --r'- MACONS 7 7.., 17 1 4-1 '12- 114'�1,000NS 012'Afft zt7' 1 7 Wlf 112-AfIN. HREWED POICTRATION WEADEV PENCTRA17ON I :>�� wz 01-S —MCAaM PrNrTPAMV TO EXISW Wma R�I.,. rO MITNO WOOD (SEC SCHCOVE -:§R co p I 77ON 111 TO EXISIMIG MOD HE, �t HEADM(SCE SCHEW14) DER, HEADER.(SEE SCHEDULE) C WOOD WA SCHIVULE) Af1h x{�111R E" C 1% '2' !.qmuRr0 t0OOD H.MER I'var,'IMER MUIRED iWOD HEADER REQUIRED SEPARATION -------- GO-EDE, TO GLASS 1.11 llllo� Sr~A nav 70 GLASS WvyVZW TO CLASS OPTION if ALTERNATIVE. 114'0-20 X 314' 114'0 TAPCOMS U F71 Y//? 112'AW THREA ED PENEIP14 W. 0,C To .x HOOD SfOAAGLASSRATICI HEADER.(SEC SCHEDULE) T — CONT. —0 114-0 TAF-CONS JAM W1 1 112 THOWED f2 PENETRATION 0'CONIM I% ..........-- "I 'U OF PlAfF.($Cr SCHEDI-C) WCaOA_e ANC1fOP. X j- C! ICWFft 151 Ed '5001 T-, OPTION 0 JI32'IWNGr"UT 0 ALTERNATIVE JA V.STUD —Y.•",JAPOONS VS W1 t 112 * 'y I upcons v jqREADE0 PENZIP.4174W '12'Mt.THREADED PLATE PENCIRA11011 0 mm01" f'Nin.SEPIWARW (SEE sc"'-A Or PLATE. (SEE SCHEDULE) TO CLASS 0 iv IS ALTERNATIVE 2 V?"R, 2'WHO r C SCALE 112'- f* r Mir.. SEPARATION TO GLASS ALTERNATIVE 4 SCALE 112* UD 2-a c. 1�4'0 1APCONS )AM. 4-1 2 rol NOTE FOR CO3W8W4T(ON OF SECTIONS. W 1 1/7 THREADED sm" 2 CLOSE0 CAP z PENETRATION 0 AlIONDTH AT N V AL 0*4; 0� IVAIL 140j"11W sEcriON3.cm Be OF PLATE.(SEE SCHEDULE) HURRICANE CONDITIONS. -f COMBINED IN ANY WAY TO SUIT ANY INSFALLATJON. UILDING CODE (Non High V-1--it"W-11 rricone Zone) ALTERNATIVE 3 �2077 r9fCCO,PAC. 0.050" BERTHA ALUMINUM STORM PANEL L.C. SCALE 1' (2.00- DEEP) 0AAW,a, 1,INSTALLATIONS ARE ONLY VALID FOR MAX A.S.O. DEMON PRESSURE RA11,16 EASTERN METAL SUPPLY, INC SECT/0N - 1 ... .,. C SECTiON 0 STUD AND PANEL,LENGTHS AS PER SCHEOULES ON SHEET 2 LIEC 0 mc. ALTERNATIVE 1 2.SEE ANCHOR SCHEDULE`ON SHEETS 16& 17. TILLIT TEVING V 9rSF PAW BEACK Fl.33407 -097 SCALE 1/7'- I /4 iJtCt PHONE! -e15J. (56 17 -:57RUVION UT ERH DRAMIX n. J.FOR NC-V WOOD MAW CO. -WOOD AlrMITERS TO BE SO H EU-0006719 Pl,vE N..2. W/SPECIFIC DENSITY Or 0,55 OR EQUAL. 'ALTER ' J� Cc,11 0T 17 FLORADA"LV4-1 0' 1 _«......} 1/4'a TAPCONS}NRUDfD �_"_•_M-C-D'TRUSSES OR "R'"" "-TER_—` ._.,.._..� �.•.... WOOD. £ R' _...._R O 24D.C REQUIRED a 24a G REOCD ,..__.,� W/ 1/2'Einja RAAON TQ STING wccNUERSfc SCHEDULE) __ _C4_.. ,.Eq- �.�3 r'kr n. yM _ i.----.._- -rte. i'1' 1,111 All" A AIV Ill. TrIl {, M.n.(6063-IN i 1 iMin�.•�t 1 i.r-. •�� AGnr1 RIE.,W/ ; "^-•7 Z�,,�!i i (J)S/tb'S a r = 114-1 x Jft' i UC SCREWTO 1 fIN/DfRLO£X i I i%Min.\ r EACH JDJSr. t TEK SCRC1V3y� i F yy 1 �' TFX SCRE1lS 3 I LOCATE SCREW t 6"O.C. i ®Con(. AT MDWIDIN OF t O 6'O. . i t NoOD HEADER i ': , i EXiSR;:O{4CGD t ®'C-1. i R£ONRLD ;. j � /B2E'4LAR(21Jnr• i N t WW9 HEADER AIRrN14 -20 PUIR- J O T/4S..DOLTS SEPARARDN PENETRABGN12'a C.tTD CLASS t2"W'r- TiffirADED t � i •. ( � f Yui ' N w j ALTERNATIVE 6A ALTERNATIVE 7A ALTERNATIVE 5A N SCALE.f/2'a !' t^ SCALE:1/1'- }• i o w i (LIMITED TO +60.0, -66.0 p.s.(. DESIGN LOAD (IJMITED TO +60.0, -66.0 ps.(. DESIGN LOAD ! w AND UP TO 9-O"MOX. PANEL LENGTH) AND UP TO 9'-0'Mar. PANEL LENGTH) tA'�n t 0{ .fi. iI SEPARAnON t -j f/4'd IAPCONS ..-.__._v _....._ _.... _-».._ _ TO GLASS W/7 1/2'AIIM , .'... iti..... ..,.F..�,.... W .i._, ....., s r C (�. T--'I EO PENE7RAnott 4 + '; TD IRM WdDD - I NrAC£R.(SEE S_NEDULE) u i r' !"F6n. i T 7/E' TO 1�SEPARAflON i ti {MING Nt ! f '$ Cent. H ~70 cuss + "• TO Cuss I EVERT -7y , rnt.Yn NUT EVERY STUD { i }l4" o 12'o,c 412 i 7 X 6 WOOD j 11' _ i 1 s ii ':i".. 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EVERY STUD NOTES: h1 "`� :'• , X 6 WOOD Cont' � i 1.INSTALLATIONS ARE ONLY'VALID FOR MAX A.S.D.DESIGN PRESSUP.c"RAI/NG NOTE FOR CO:JDINAT/ON OF SFC7iON5; �r'P'y,�C'�J�s��,,;�•(T�„'^'tt' D£CX RE00.--: 3 AND PANELS L£NCAIS AS PER SCNEOULES ON SHEET 2(EXCEPT AS NOTED) •-•-•^--'^• '-`^^"'^-`""""-- .V�S •,. ,.•'AN ,St -� K'ALVFL05R/CE2IN0 MOVVTING SECTIONS CAN BE - Sf 'SyC7lrrf 2.SEE ANCHOR SCHEDULE ON SHEET 16 4 r7. COAfE1N£D III ANY WAY To SUIT ANY wsrALLA710N. r--------', —' ""'--'1-- J.FOR N:V/WOOD FRAME CONSTRUCTION.WOOD IrEMBERS TO DE SOUTHERN �� •+���"�"xrA1T'1 t,r +---•----"'-•••••--"--'-•••••-•'••-•'•-- " � -' t FINE No.$ IY/SPECIFIC DENSITY OF 0.55 DR£DUAL. FLORIDA BUILDING CODE (Non Nigh Yetaciiy Hurrlcone Zone) p22n 1rzlrco,inti:. 0.050' BERTHA ALUMINUM STORM PANEL L.C. // 1'S (2.00" DEEP) ARA,t"r Er. L 1/4'd IAPCON07126/!7 W/1 :/r ANEASTERN METAL SUPPLY, INC SIM THREADED FEH-7RATiGf �� r 1 i�y V 1 N C. 42f.6 KST ROADS MME (SEE SCHEDULE) WEST PAW MUCH,rL 3340] i riLUT TESTING h ENGINEERING COMPANY p1K>1G) 8bt.�2-8765 PAC '361)847 ( -f]}6 I7-097 ALTERNATIVE uR ) DRA»rrz No EB-0D08T1? SCALE: 1/2"- I' WATER:.TILUT Jr„P.E, a<a rx-d`! 1 SHEET 13 Or 17 ILDRID.A Uc.4416] -XISTIII, I yl"�. 2 EXISTING f I 114'oxa*ELCO—1.PANELMATC /'BRICK r 114'0-8^CLCO--fO FAMELVATE BRICK VECNEI OR 1/.-. IAPCONS nati F Af-i.-1 TVA$ANCHORS TVAF ANCHORS OR 114-0 )APCONS SCHEDULE). �fv (SEE (.S"S,,'ZC'w' .500" conl. 250' A Y WOOD HEADER k HEADER." \ REIGUIRED REQUIRED exisnNC -STEEL ANGLE LINTEL ',-STEEL Af=E LINTEL AS APPLICABLE AS APPLICABLE PAA4ToN SEPAPADON— TOI*C,LAiSS SCTO CLASS opr/Oly OPTION ALTERNATIVE IIA ALTERNATIVE 11 1. INSTALLATIONS ARfl ONLY VALID FOR MW RSD. DESIGN PRESSURE RATING AND PANEL'S LENGTHS AS PER SCHEDULES ON SHEET 2 (EXCEPT AS NOTED) EX.SrINO aft--k SILL 2, SEE ANCHOR SCHEDULE ON SHEET 1`5& 17. q j FOR NEW WOOD FRAME CONSTRUCTION. V,1000 MEMBERS TO BE SOUTHERN p PINE No. 2, IV/SPECIFIC DENSITY Of a55 OR COUAL, WOOD", APPAICADIX NOTE FOR COXIOMWN OF SECTION 1'Alin. IIIVALLIfWORICEAUNG UOU1411W PENCIRATION CAII BE COMOINED In ANY WAY TO SENT ANY lNSTALLAT!GN. EXISIZNG- 2"x 4"STUDS 5 Cont. G is'O.C. M."PEO'D .6ms77Na lwl 112-pLy%vOCD '.-Extsrwa 114-0 x 8-ELCO—!e PANELAIATE I REB'D(fYP)IV FASTENING BRICK 51L 1/4'0-20 x 314' NAS ANCHORS OR 114*0 TAPCOM-J TO STUDS AS PER S.S.BOLTS IV 718" (SEE SCHEDULE) TO coS71NG PL;111060. SEC170H 2J04 OF'THE 3IJ2-WHO NUT F.OR'04 BUILDING CODE a 12'0.a ALTERNATIVE BUILD'—OUT INSTALLATION Tit I SCALE, 112- VALID FOR MAX A.SD DESIGN PRESSURE RATING +50.0, -60,0 P.s.f. FOR UP TO 0FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) , 467 0.050" BERTHA ALUMINUM STORM PANEL L.r- 78"PA14CLS LENGTHS, AND FOR +50.0, -50.0 p.s.f., FOR PANEL LENGTI-15 CREATE P rkrfrz,111. (2.00" DEEP) THAN 78'UP TO 108" 0?12S1f7 EASTERN METAL SUPPLY, INC Lam r 42e9 It w,5relALISE 07 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS • TILUT TESTWO ENGINEERING C-4- (5SIJ209-8253.r":081R.1-1770 17-097 DRIN9JG N. 'aim SNEET16i9r 7T 7 1. i/t'0 71i AD ��1�.1'� I I/1'W.V.UlN. D/RFAGED PENETRATION TO E)Isr NG MOOD IlEAO£R. _I/4'0-70 S.S ANCH/NC / (SEE S"REDUCE) BOLI W/NUT&WASHER o. Iif I '[VERY STUD 1 B E.n"I. i I I j WOOD HEADER i Iv I REWIRED 1 I W 1 I � I 1' TD Alin.ScrLAestsSS i I � I I"Nm.S£PAR4116N10 CL4SS i I I i I � t z i /4'a-7 J/4' So.SOLrONr18 'O n 7/8'XJ/J7' 17G WING nullO X. 2 x 6 I5O00 i 2 X4'fYODOy. UI, ' i ••C£CY,REDO. i PLATE REO'D. 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No.44167 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 7JOT£FO4 C0A13JNAT/ON jOF SECTIONS w 02077 7RTECO.Pr. 0.050" BERTHA ALUMINUM STORM PANEL L.C. __......._..--..---- (2.00" DEEP) cRnnv,Br WALL UOU.NDNO SECVCf)S CAN BE •f i:+ COMBINED IN ANY WAY iO SWT ANY INSTAUArOEASTERN METAL N + 071266117(, SUPPLY,T` E C O 4268 WiSf RODS DAM: i7 TILUT TESTING&ENGINEERING COMPANY YESiPXV BECCK A.3!407 17-097 5111 1[w.atu.!!:.M..sl.vx-rw aw5al,n 5]+et PHONE:(551)707-825J.FAX:(581)841-1716 •��•"" PM+t:LJ;S)]If—IL•5.Ie,:larg71-ISI: PARING No EB—.068719 VALTER A.T.UJT b„P.E. m IT-u6 RI�I SHEET IS Of 17 TLORI.U..[4187 g, u 1 f1 MAXIMUM A S D DESIGN PRESSURE RATING (per) AND CORRESPONDING 9"MUM ANCHOR SPACING SCHEDULE FOR INST4LLA770NS INTO WOOD FRAME BUILDINGS AWfiYLM A=4 IATnwNt"IA APAJOU-:E'TO MVIMUM UWD FASTENERS APRT-I&C Po EIFARIEI 6rOO FA57A'CR5 APPLIrA9LC TO ASO.OESXtN ASU.ontI FRESSURE R v MInt urnt or d WX•�RJM PANit PRESSURE AE1pramE'S It R aNJMLY.ITE ASa/µ34:'v ALRFlMTMS/d MtITM4v PMR R11 (P.4.E 5.4)APCEviGGYP:Y.Rav ILM1V^M i'(If.) REGUUR S4/^CpvF' u•� ELNGM 1'JIJ PRESSURF JEo,,!++ f�W�v THEM (APCa'3 F RW rr n'ry °F PLu ( RUING(P 1.) nPYab 'ScrAPCG'J M�1W°Pi1ErhSB 1 12' N/A 1(fop) 12' N/A A%A 1(TCP) 12' NIA N/A I(TOP) NIA (BOrTON) 12' NIA N/A 1(BorrOAQ 12• N/A N/A 1(BOTTOM) N/A 2(TOP) 12' NIA N/A 2(TOP) 12' N/A N/A7(TOP) g• N/A 2(POTTow S. N/A f//A 2(BOTTOLQ 9' 7(BCTTOsf) NIA N/A 9' NIR NIA JA(Top) 0• NIA N/A JA(TOP) NIA NIA JA(TOP) g' NIA N/A j(BOTTOM) 9' NIA NIA J(BOTTOM) 9' NIA NIA J(80RO.N) 12' NIA NIA f(TOP) 12' WA N/A 4(TOP) 12• NIA N/A 4(TOP) 12' N/A N/A At(BOTTOM) 12' N/A. N/A 4(BOTTOM) f2' N/A NIA 4(BOTTOM) 9' NIA NIA 154(TCP) 9' NIA NIA 5t(IOP) 9• NIA NIA SA(TOP) P. N/A N/A $(POTTOM) 5 1/2• NIA. N/A 5(BOTTOM) A. NIA N/A 5(BOTTOM) 9" N/A N/A .(BOTTOM) 5 I/2" NIA NIA 6"(BORON) B. 11/A NIA 6(BORON) +900, -40. R 1/2' NIA NIA y(80ROM) 8•-O' POGO, -40.0 5 N/A N/A 7(BORON) >e'-0' +40.01 -40.0 5 1/2• N/A N/A 7(BOTTOM) 8'-0• OR OR OR UP TO UP TO OR LESS N/A 12' 12' 8(TOP) L[55 LESS NIA I.- a(TOP) 131-01 +60.0. -60.0 NIA 12' 12' B(TOP) LESS 11/A 12• r2• 6,(BorroN) N/A 12• 12'• B(60T70m) 1-111A 12' 12• B Molloy) NIA 12' 12' 9(Top) MIA 12'• 12• 9(TOP) NIA 12' 12' 9(TOP) 12" N/A N/A 9(60R0M) 12' JJ/A N/A 9(BOTTOM) II' IIIA WA 9(BOTTOM) 6' N/A N/A I(1(BOTTOM) 5 1/2' NIA N/A 10(BOTTOM) 6' NIA NIA JO(BOTTOM) 9' NIA B' "A(TOP) 4' III/A 9' 1.(IOP) 9' NIA 9' 11A(TOP) 4' N/A l' 1/(BORON) 4"•. NIA 4"•• 11(B01TaAf)•• 4'• N/A 4'• 11(BOTTOM) 6' N/A NIA j13(TOP) 6" IJ/A N/A IJ(TOP) 6' IJ(TOP) 6' NIA N/A IJ(007TO14) 5 1/2' IJ/A N/A IJ(BOTTOAf) 6' N/A N/A IJ(BOTTOM) 4' 4' 4' 1,4(60770M) 4'.. 4"•1 4'.. 14(eonOM••) I'. 4'• 4•• r4(Bo1rcM)• • USC 6'CC SPACING FOR PANEL LENGTHS LARGER THAN 10'-0-AND USE 12'OC • VALID ONLY FOR LP TO+50.4 -60.0 p.&I.AAM.A.S.D. DESIGN PRESSURE AS SHOWN ON SLNEDUL£FOR PANELS LENGTHS£OVAL OR SHORTER IMAW TO'-O' RATING WH 78'M—PANEL LENGTHS OR FOR UP TO+50.0, -50.0 p.5.(. YPL10 ONLY fOR UP TO IOd"PANELS EENCTHS. MAX.A.S.D.DESIGV PRESSURE RATING KITH 96'M! PANEL LENGTHS. •• T 3(r r a'fF.*Ixsaavx'w FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 0. 44167 4,20n ROCCO,AC 0.050" BERTHA ALUMINUM STORM PANEL I.C. (2.00" DEEP) G"—BY.. EASTERN METAL SUPPLY, INC a';r17 J�( ,ry/ •t<,(,,t,, 1 L ECO 265 NSS7 ROADS GRIPE �✓Jl,• •I( 1 V '( CT Itt 71LUT TESTING t ENGINEERING COMPANY µ'EST PAW"CI(FL 3JAO7 j cs •••,71 pt y�q9 1( .11 N.n.:el,.s:..5•... 0.v;F.rN 4voar:5,rt ATI4s PNONO(361)209-8263.FAY:(561)841-1716 17-097 .. Us)p•.7iw� \ 6—:WOfielE6 s-OYJ67i9 mM:1-1e31 1axvror urt DR•Ilrre Na WALTER A RELIT Jr.,P. m l3-w! 7/1Vl SN[ET 16 Dr I7 'TLOfBCA Lk.44167 1 1 y f� , i MAXIMUM A.S.D. DESIGN PRESSURE RATWG_(n s f) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILDWGS I /tAYIYW xO00 MSlENCRs APIA 3LC to 'wA`R xvGD MsrCNLRs APPLE If to NM' " WOW FASTENOM APPLYJPAL TO AS.O.OLYu. 450.mcN AI RFNaN.£S/tr Nlm•UN PN�EL AS. OLSfu FAMLWKJ ALRFNAIMs/d .44Y,'u•Jv PM'R PRL6SIfAE Rf.6UNR. P 4•Lulrls PFCSTliPC RCGyAV FA"..LWrt3 Kf[RNAIht's/tr NVP/W'WILL FRLSSURC FL6UiA9 SG14KON pa ANY CON3AtAfgN LCA.M T-(N.J 2Ar]lr(F.s.lJ S6 MICof pr .Vfv COUIL:'Nl>oN lCfuM 7'Dl.) (a.L) S.allLFWf GR AYY COY%':arf0/! 'r cm-L (N.J FAMtl(FaL) 7A°GGYs PM'!IINR�u Or MIDI, 7'�m /NNLwIr NAS Or Wnt l 9CGvs FAw.luAR NAS OT I.E. I/' J!/A N/A 1(TOP) 12" N/A N/A i(Top) 6 1/2• N/A N/A 1 (TOP) 11" NIA N/A 1(BOTTOM) 12- N/A N/A I(BOTTOM) y N/A NIA t(BOTTOM) II• NIA WA.I 2(TOP) 12- N/A 111A 1(TOP) 9" N/AN/A 2(TOP) 9• N/A N/A i 2(Bo-Imm) r2' NIA N/A 2(BOTTOM) y N/A NIA 2(BOTTOM) g' N/A N/A3A(TOP), 12- J!/A .V/A JA(TDP) 8• NIA NIA JA(TOP) 9' MIA' 11/A 3(Bottom) 12- NIA N/A J(BOTTOM) 9- N/A N/A J(fi0T7CAl) II" N/A NIA 4(TOP) 12- NIA NIA 4(TOP) S' NIA NIA 4(TOP) II' NIA MIA 4(BOTTOM) 72' NIA NIA 4(BOTTOM) 9- NIA NIA 4(BOTTOM) 9' NIA WA m(TOP) 12' NIA NIA S1(TOP) B• NAA NIA SA(TOP) J 1/2' N/A N/A 5(BDTT0.U) 4 N/A N/A 5(BOTTOM) „ N/A NIA 5(BDTTO.U) 3 112" NIA !I/A I 6(110770m) 4' N/A A%A 5(BOTTOM) J' NIA NIA 6(BOTTOM) 460.0, -60.0 3 07" NIA N/A I 7(BOTTOM) g•_p• +40.0, -40.0 3 1/2- NIA NIA 7(OOTTOM) 28'-•0" +90.0, -90.0 J. N/A NIA 7(BOTTOM) 7•_0- UP TO OR UP 70 UP TO UP To OP. +60.0, -90,0 NIA 12' 6' I B(TOP) LESS +60.0, -60.0 141A 12'• 6•• B(TOP) 12'-6' 4100.0. -imo NIA 12' 6• 8(TOP) LESS NIA 12" 6- B(Bottom) NIA 12'• S.• B(BOTTOM) NIA r2" 6" B(BOTTOM) NIA 12- 6' 9(TOP) MIA 12' 6- 9(TOP) N/A 11' 66 9(TOP) II- NIA NIA 9(BOTTOdI) 12- NIA NIA 9(Dom) 9- N/A NIA 9(BOrraw 3 112- NIA NIA 10(BOTTOM) 4" NIA NIA 10(BOTTOM) J- NIA N/A 10(BoTTOA) 9- NIA 9' 11A(70P) 12- N/A 70 1/2' IIA(TOP) 5" NIA 6- IIA(TOP) NIA NIA NIA II (BOTTOM) 4-•• NIA 4••• 11(DonGM)•• NIA NIA NIA I1(60rTOM) 6- N/A NIA ! 13(TOP) 12' N/A N/A 13(TO) 6' NIA NIA 13(TOP) J 111' NIA N/A IJ(BOTTOM) 4- NIA NIA IJ(BDT704I) 3• JI/A NIA IJ(BOTTOM) N/A NIA N/A I 14(POMOM) 4-•• 4-•• 4-:• 14(BOTTOM) NIA NIA NIA J4(BOTTOM) • USE 6'OC SPACING rCR PANE,LENGTHS LARGER FWN 10'-0"AND USE 12.OC AS SHOWN ON SCHEDULE FOP.PANELS LENGTHS EOLWL OR SHORTER 771414 16'-0' .a 1'6110 ONLY FOR UP TO+500, -50.0 pnf.. MAX.A.S.O. DESIGN PRESSURE RATING WITH 105-MDA.PANEL LENGTHS. r•TltPft/r9J 9 r FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) No.44167 r2Df7 m7rco,1Nc. 0.050" BERTHA ALUMINUM STORM PANEL l c. (2.00" DEEP) cRAwN er. FTI L $C O �Nc. EASTERN METAL SUPPLY, INC 075117 4258 War ROADS ORNr E. ,. (,<' yc1k, TILUT TESTING h ENGINEERING COMPANY REST PALM BGpL R.33407 (x_097 't ••••••• +.;t` 6:.]raR]rn.fl su.Sc1.\mOUA GWPDOS,1L Sflc1 PHCNC•(561)209-8263.FA.0(581)841-1718 N�� Jfl ' ' ' P.mv:(]OsiRr-IeLO.rr:fA]lerl-13]I �.�. D(Ux51Mi A'a P1L. WALTER A. U.ZLI67tYo u-G+a )pyr •.X•,. 3S.E. 11 OT 17 31 1 ` • . 19r.,P.E.FLORIDAiIOFIDA tic,1a187 • Y4 •.. r1