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HomeMy WebLinkAboutProduct Approvals,panels 0. Florida Building Code Online Page 1 of 2 SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us j,SCIS Site Map j Links !. Search',! b � Product Approval l°_ Public User d & y4,Fw.+4 Product Approval Menu>Product or Application Search>Application Lis[>Application Detail ' � •) FL# FL11964-R4 K. 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@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email I Quality Assurance Representative Address/Phone/Email I Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer In Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit,Jr the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence FL11964 R4 COI EASTERN METAL SUPPLY, INC. DRAWING 17-0971 CERTIFICATION OF INDEPENDENCE,PDF FL11964 R4 QOI 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 i Equivalence of Product Standards Certified By Sections from the Code I https:Hfloridabuilding.org/pr/pr_app_d tl.aspx?param=wGEVXQwtDgsxYIeb4opODchXga... 4/29/2019 r Florida Building Code Online Page 2 OT 2 I Product Approval Method Method 1 Option D I Date Submitted 09/06/2017 Date Validated 10/14/2017 Date Pending FBC Approval 10/25/2017 Date Approved 12/12/2017 I Summary of Products FL# Model,Number or Name Description 11964.1 0.050"Bertha Aluminum Storm Corrugated aluminum Storm Panels retained or not by tracks Panel(2 inch)-Drawing number 17- to provide hurricane protection. 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. FLi1q,64_R4 AE EASTERN METAL SUPPLY,_INC_DRAWING, See sheet 2 of installation drawing for other spans and 17-097 PRODUCT EVALUATION REPORT.PDF pressures. 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 PAIyEL.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 I Back Next i Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 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 mail 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: ® Credit Card Safe i I I i ' I I I i i https://floridabuilding.org/pr/pr_app_dtf.aspx?param=wGE V XQwtDgsxYIeb4opO Dchxga... 4/29/2019 GENERAL NOTES: 1. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN NOTES: ACCORDANCE WITH THE 2017 (6th EDITION)OF THE FLORIDA BUILDING CODE. THIS STORM PANEL SHALL kM 6E INSTALLED AT HIGH VELOCITY HURRICANE ZONES (MIAMI-OADE/ BROWARD COUNTIES). 8.1) MINIMUM EMBECMENT 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, B.2) -3/4"0 SOLID SET ANCHORS SHALL BE ENTERILY 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 2017 FBC AND SHALL 1/4'd-20 SCREWS USED SHALL BE 1 1/2'L014C MINIMUM SHOULD STUCCO EXIST,AND 1"MINIMUM FOR WALLS NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED'J:N SHEETS 2, 7, 9 THRU 17. WITH NO STUCCO. 8.3) 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 WIND 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 TO COMPARE THESE W/MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2, 7, 9 THRU 17. IN 9.1)& 8.2)ABOVE. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS'TESTED WERE NOT OVER STRESSED,A 337, (C) TO EXISTING WOOD FRAME BUILDINGS, SEE SPECIFICATIONS ON SHEETS 12, 13, 14 & 15. ANCHORAGE SHALL BE INCREASE IN ALLOYIABLE STRESS FOR WIND LOADS WAS NQL USED IN THEIR ANALYSIS. A DURATION FACTOR CD=1.660 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. PERFORMED BEYOND ANY FINISH MATERIAL AT WALL LIKE BRICK VENEER, STUCCO OR ANY OTHER FINISH. STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION (D) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAS REPORTS #0321.01-05, 9 0812.01-05 AND# MANUFACTURER. 0119.01-06, PER ASTM E 1886-02, E 1996-02 AND ASTM E-330 STANDARDS, QUALIFIED FOR WIND ZONES 1. 2 AND 3: MISSILE TYPE D(BASIC PROTECTION ONLY)AND FOR INSTALLATION AT NON.ESSENTIAL FACILITIES AS DEFINED BY SECTIONS 6,2.1.1 AND 6.2.1:2 OF ASTM E 1996-02. 7, PANELS MAY ALSO 9E INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS 1 THRU 13 2. ALL ALUMINUM SHEET METAL PANE SHALL HAVE 5052-H32 OR 3004- (SHEET 4 THRU 8) EXCEPT THAT HEADERS 2, 3, 3A& 4 SHALL NOT BE USED. LS ALL ALLOY. S. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS 3. ALL ALUMINUM EXTRUSIONS S2�ALL BF. ALUMINUM-ASSO NATION 6063-T6 ALLOY& TENAPER UNLESS OTHERWISE NOTED. TO BE ATTACHED TO'INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR STORM PANEL COMPONENTS l'a STUDDED PLATE AND�5'SHAP CAP ARE PATENT PENDING. WOOD FRAME BUILDINGS. - 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER 9. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN C014TIN000S DIN 50018'+!/50 ksl YIELD STRENGTH AND 90 ksi TENSILE STRENGTH & SHALL COMPLY W/FLORIDA BUILDING CODE CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL SECTION 2411.3.3.4. LENGTH. S. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR ANSI 304 SERIES STANLESS STEEL, WITH 35 ksi MINIMUM YIELD STRENGTH. 10. (6) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORLOMON FOR A SITE SPECIFIC PROJECT; i.c. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. 6. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) - (b) CONTRACTOR TO BE RESPONSIBLE FOR DIE SELECTION, PURCHASE AND INSTALLATION INCLUDNG LIFE SAFETY OF THIS -1/4"0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W./BUILDER. PRODUCT, BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS -1/4-0 S.G.TAPCONS AS.MANUFACTURED BY ITW/BUILDEX. DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. -1/4"0 PANEL MATES ANCHORS MALE OR NAS AS MANUFACTURED BYL ELCO CONSTRUCTION PRODUCTS. -1/4"0 X 3/4"SOUR SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT& SPECIALTY COMPANY. (C) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED 6Y ANY MEANS. NOTES: (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL A.1) MINIMUM EMBEDMENT 11,110 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 PANEI.MATE AND ELCO NAS IS 2". USE OF THE P.E.D. ENGINEER Or RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS LATTER ET A.2) 3/4.0 SOLID SANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. NO EMBEDMENT INTO THE SITE SPECIFIC DRAWINGS FOR RErEW. STUCCO-20 20 LL BE SCREWS USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO EXIST,AND 1-MINIMUM FOR PERMITTED. -1/4'0 Sa THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD () WALLS WITH TIO STUCCO. THAT PREPARED IT. A.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, OR PAVERS BE FOUND 014 THE EXISTING WALL OR 11. SHUTTER MANUFACTURER'S 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 CF THE FLORIDA BUILDING CODE. (8) TO EXISTING CONCRETE BLOCK WALL: -1/4'9 7APCO14 ANCHORS AS MANUFACTURED BY I.T.W./BUILDEX. -1/4"0 S.G.TAPCONS AS MANUFACTURED BY ITW/BUILDEX. ,18k,soaJafi�fr -1/4.0 PANEL MATES ANCHORS !MALE OR NAS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. �cy A -r! THIS DRAWING SHALL ONLY BE USED TO -I/4"6 x 3/:SOLID SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&.SPECIALTY COMPANY. {�yS1Y� 5'W N�r�,�p� OBTAIN PERMITS IN THE STATE OF FLORIDA No, 7 � tl 4N FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) c2077 TXWCO.me 0.050" BERTHA ALUMINUM STORM PANEL C. TATIE OF., a (2.00" DEEP) DRAIMI B1,r - 1 °'1a?6r7. EASTERN METAL SUPPLY, INCI EC O 4268 WEST R. RNE ThW5i POLY DISACH,R..33407 FiONCe(3502051-a263.263.FAX: ca !' (36IJ8y-1718 17-097 ESIno.rn r(]fbllA-�lil m"re M. ES0006719Jr.WALTER 0.RLLR J,P.E. rir FLORIDA De.HI67 SHCET f Or A it -J4.101'(TOTAL 110TH) a.151"(TOTAL WIDTH)-1 12.000-(EFFECTIVE WIDTH) j ---46.000"(crFEcnvE ivior;H)r- F.070-- 170' ?.070 801- 1,170- M&nW&W A.S.P. DESIGN PRESSURE T RE RAZWG 62-5,f) A&D �AS APPUCAftl CORRESPONDING MAXIMUM PANEL LENGTH_711scuEpum 6.250" 2.020- --4 2.020' PANELS RETAINED AT BOTH PANELS RETAINED AT LEAST 2.020' ENDS W7M TRACAS JW ONE OF MM ENDS FULL PANEL WZ HEMMED EDGES HALF PANEL W/ HEMMED EDGES aseew@@q? WITH TRACKS OR DIRECT MOUNTED Jlr 06(2 OR Q* (TOTAL .......... ----8.425"(701AL WIDTN).� A.SDaLJAXruw "DJE`SVN MOT.PANEL LENGTH S.D.DEMVi U.,PANSY LC",;TH PRESSyRf RA7A'C L(ft.) - - 12.000-(EFFECTIVE IYIDTH)-� 6.000"(ErFECTIVE IWDTI FRCSSURC R411?X (ft.) PLO; 1.070"- 1.070" 4.880"---11 "1,170- &C-1AS APPLICABLE- AS APPUCARLE '17 +30.0, -30.0 IX-0, +J0.0, _J0.0 IX-o" -- i--�P (Typ tet. o +J5.0. -j5.0 72'-8' +35.0, -35.0 12'-0" +40.0, -40.0 12'-4' +40.0. -40.0 0- 445.0. -45.0 12'-0' .45.0. -45.0 PTIONAL FULL ANEL W10 HEMMED OPTIONAL HALF PANEL W10 HE ED EDGES +50.0. -50.0 11'-0" .50.0, -50.0 SCALE PANEL +55. -s5.0- 1o'-0, 55.0. -55.0 . 9-4" +60.0. -50.0 7--6- 470.0, -70.0 a'-o' .70,0. -70.0 6,-5" r--------CO,%CRETE ANCHORS (SEE SCHEDULE)-.- +60.0. -6-0.0 7'-0" �80.0, -80.0 5'-B" , +90.01 -90.0 6'-3' +90.01 -90.0 5,-0, +90.0. -100.0 7, 7 1 'T 5'-7' +90.0, -100.0 5'-0" T7 Tl-, -T --,!i", z� +90.01 -110.0 5'-1' +90.0. -110.0 � T- - 5'-G' Q, +90.0. -120.0 4--8- +90.0, -120.0 4--g- ff1+90.01 -120.0 1 4'-O'� 1 1+90.0. -1J0.0 4--4 1/;?' -414� tffl MAX.ASD. DESIGN PRESSURE R417NO&MAXIMUM PANEL LENGTH FOR INTERNALLY REMOVABLE PANELS AS PER MOUNTING INSTALLATIONS ON SHEET 7 OF 17 IS � 50.0, _ 50.0 P.s.4 V//88'MAX PANEL q. LENGP4, MAX A.SD. DESIGN PRESSURE RATING&WYP.fUl.f PANEL L?VGTif i FOR MOUNTING AS PER ALTERA14ftSvE 1,1 AND 14 E P1 CT VEL 11 S111 14A AND 15 'A", LENGTH, L-j-.4------------CONCRETE ANC I.J "'s +50.0. 60.0 p-f. FOR 4$11 �% AND +50.0, -50.0 p.s.f. FOR UP TC 108'PANEL M.. tt ............. LENGTH. STORM PANEL TYPICAL ELEVATION - FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone)H. . T.S. • No.4416er 7 52017 Tr7ECQ'IT. 0.050" BERTHA ALUMINUM STORM PANEL La 114-Mox. 114"Wx GAP- (2.00" DEEP) rlUIW Br EASTERN METAL SUPPLY, INC 07126M.17 DI IZ68 KSI RaVS ORME SECTION A-A IL' TILLIT TESTING ENGINEERING COMPANY. AkST PAM WUH.FL 33407 3. PRGMC.(561)209-826.t 1".- 17-097 1-171-1131 1. m.1 N. T.S. EB-0.'!08719 1G""',Rv W-ITER A,TILUT J�p E. "i 7 I'LORIVA lie.44 SHEET' 2 OF 17 ---ZTS+"-•--j 0.010 sp.N 0.dr0 R. 1 -(--.7J r' � r/1•a-10,&11NCInrF � �_-es 1� BOLT W/NtiT S ieISMFR _t <FM1 T j T— 0 I2'd.C. Awa 16 1 o i i_ l._-_ F "�r--r .wp• .apo. `_�. a j-_ t y €`�• i F 4 ++(7!'�' x°a0•._«_..-' 4 ,F ? t I ,p 1 - _.1:, i .__._, ` "a •'IS oil" h.J2a• L811' i cwt. t.3_.',- .«,IL•.t .Opt' `6, p1 .R I k �pT'-.f:..rkt' .� "._'r.�., 5 ri R. n .•• �� pT Ii f "wy, L_..._ _ + .050'.. .090' .. .Op♦• I N ��- \ £ 7 +{?m' .OpY __ill 3 .� sa•' i ♦ ••- 7.aal•-. psla' E •y.y iT.• ..-s° a�o----� , TRACK �-^2.16,'—:••t �. 4Q "U' HfAD£R 5Q 3"'MAX ANGLE BU/LD OUT�RACKfT 3�t'3/0'"` " ' ' DER O Max. "U" BUILD_ OUT 3A OPTIONAL 3" MOP- "U" BU/LD OUT HEADER Seitr:1/9^.+• smf:JA'•r" j ata^2c m T .4 a.0 .Jsp• r. •Sr r'.• ICO'J• •Ria Td a$xt c'STUO r/•'",Nuiio r6.wCt�[. JYP.•-�t^� SH PA S UGC tOfJ>lpw, H S -1 �l N i - --qJ F i 62 r F ON SECTIONS. 4 • —� :. „ SEC str 7As I j j�-r.pse•-•--�`'?'qr.-" Q�'�Taoa••�- •--xOcv_a t 7 !tlIMNI WALL 1.75"x0.02" f1 2"x5YMAX.3xf/8" O .-VERSED "F" ANGLE TRACK _f" TRACK ANGLE ® STUQp£D ANGLE ANGLE WITH STUD NCLE' WITH STUD scrr:SA'.r• W'N-T5 A+n..uur :..Nt:rp'-r' SfXt:d/e'-r• 5tu2 ]A'.r• SG+tt.-Jfe•,i' y; a.JT7 1 � I.. a.J1l' TIS• .27" 1/4-0-20 OiSEs. /voe?'S Brun I i RAVED TO PLAw i • i-_ m �-750- & �-^-P.J r3- v LtowC o 1 -.__- THP. tt 105' jdRGE KEY HOLF [QPTION f3i/A L KEY HOLE (OPTION 2} f2A ROUND HOLE(3T PANEL P8?5� t =dtn..[•85' 1 '77P Jet t+'°�'�� f((:j"•: aCea:J/e•� srSC.J/e•'r .'• . O12 KEY HOLE AT PANEL 1�3 KEY HOLE WASHER JSOS-xtet tom.A•tat 6013 '7 .Taa• Tr tr:SA-,T• S«t,JA' No.44167 �y 1 a •-.Cf,. s�, .?er �'...-......� T- .•.«._.., ( "'gyp.,'••, ' Ar { nA ''•Ca ' RI.878' .061•~ �.._ .-�-'T, j - q ,'"' .+ rr` FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) f6 8.0. ANGLE i I. °'s' c20r7 AtXbi INC. 0.050" BERTHA ALUMINUM STORM PANEL t:C. i5 SNAP CAP sew:1/.'-r ._ .a o OSS-Td A1[T (2.00".DEEP) aeanx ar.• 5cue TA'-,• DETAIL l: sTua R,vz+c nuT °'I -EASTERN METAL SUPPLY, INC mm- . .. , EC, 0 TR�EST , DRAT TWT TESlINO h ENGINEERING COMPANY NSTo!8ECH F,L 33407COMPONENTS - nn,W.S P+WNCtsaTli 2S3. (56060-171617-047 Cnene:(SA!)!Tt-1533. (30!19)1-tllr .N.n Oast 6a.a uae,nw urc OP,ANFlC Na Ee-OOOS71TI9 izo s-c,s A'+l+ walTEt2 TUJr-P.E. 5HC[T SOT i) n.OR1a4 lic.e.141x7 ,\ 9 Cont. 750" POURED CONCRETE OR CONCRETE'ANCHORS CONCRETE BLOCK WALL CLINT, ,\�•"" CONCRETE ANCHORS M°r. (SEC SCHEME)-, � REOtIRfD ) CONCRETE AN FF SCHEDULE) T jOPEN POSIttWr f (SEE SCHEO \ ,, I.oOOi _-_ 3 C°nf. 7'.lcn.r . \..___. �.._+'\. ! .._ T' .SOa' S VCR-'7r \` `\ ,SOD• I'7 a (SEE SCHEDULE FOR -ACIN ,..A -7 F..O. i IVURED E.D. ; s: POURED PO ED CONCRETE CONCPETE i AECORED , REDURED REOUIRFD I 2 '\ ! OWE \Z \ i Cant. \',\ \ g t n �\ =\\\\�\ \`� I �• y� C.D. i sEPA2t1JON i 7 \ I n -I I'Min SEPARATION ! �7 ! 70 GLASS 7D GLASS j h v7S N E I"IA;.x SEPARATION ! TO GLASS .1^. CONCRETE ANCHORS SECTION T'Min. SEPA CLASS NWI E h � 1/a"P-20 r J/a ! � (5C£SCNfDULf) � •, � - I Ej ! TO CUSS 15.5.E0LT5 Wj 7/11 ! w i els 0.WING .SOD' //.'�. 3 EDJ F.D. s T GO.YLFF.'Tf ! p.4 f.ONCRETE / POURED ED.CONCRETE RECUJRFDUN L -01 FOURFb-' i 7 CONCRETE CONCRETE ANCriORS/ i t� CONCRETE OR CONCRETE ~\ �\\\�^\ i (SEF SCNEDULC) OR CONCRETE' BLOCK WAIL BLOCK WALL �;' RfOURED i z u % CONT, REO)7RE0 E D �. --� �. I (CFEN POSITION iJ .'' f'Min.SEPAR.ATJOr. 2 TD GLASS �' SECTION ® ANCHOR I.rzs'i I / CONCRETE ANL OPTION t2 CONCRETE ANCHORS�M -..250• (SEE sc,r£GUt[) „ (SEE SCHEDULE) / M°T• / ° SECTION 3A T 9 Cont. :rnE WALL MOUNTING i STALLATlO scntf: r/1'- !• ! 1/A"a-zO.K J/a• i 771///.; SECTJON ANCHOR / r S.S BOLDS!Y 7 B x SECTION'2 /.//,:%%/,''� 4/sa LLS yr w 7/B Y a�s2' C. NTNG tJI/T PtlU,Zfd� fA.Stt10 CONCRETE OR CONCRETE POURED CONCRETE OR 7 ry 81GCX CIA1L CONCRETE BLOCK HALL RFOtARED / REQUIRED / .SBb` /. PDDR :,; E.O. EDGE Or5'TAIJCf ___ I / CONCHTC 7/B' J/J2' J� 5 Cwf. I ��� CONI. C.O. OR CONCR i :YIN^u NUT O w (SCE SCIICDULE Ort - BLOCX WALL E EtiERy STtRJ y�€W SHEETS B C TD& If) "ONCRETr ANCNORS�/. (OPEN POStTON t) RfOUJFEO Ip"O C• x (SEE SCNEDULC) /,. ! SECTION 0 STUD TYP, TOP/BOTTOM 7 ,f WALL MOUNTING INSTALLATION 4t &U1l,& r 1: ST LLAT10N .j.N07r;':SNAP Wo r SECTION 4 " I ,q ` ( .�{ RfAAHJ CLOSED Ai 11 N #� 1 IOJY ` HURRICANE CONDINONS SCALC:lI7'„ 1 / �� NOTE FOR COAtBrN47 aMrJ OF SECTIONS: 19�},4 SECTJCN IP'STUD WALL ALDUNnAla SECTIONS CAN BE COMPINED IN ANY WAY r0 SUJET ANY INSTALLATION. „ FLORIDA BUILDING CODE (Non High Velocity HUT(cane Zone) WALL MOUNTING INSTALLATION ; Nl).441667 i exr7 HELM,b 0.050” BERTHA ALUMINUM STORM PANEL t.e SECTION 1 SCALE:7/2•- 1" r (2.00" DEEP) DlU w Bn /+/� LY, INC °'a2;L/T' NOf:DETAIL Or 5ECNON 9 STUD VALID ALSO FOR 1 '` G 0 I N C. EASTERN METAL SUPP WALL AfOUNONC INSTALLATTCH-SECTION OP) ^� VI• t"} "I"x$ST HOADS,BRIE i,N��/�1 irrJ�,�gSY„�f i,.••t&"•�aV�.\ 1{ TESTING T`•ILLvITcss+t.uatwUrsE:l8 I-ASEOTND50,0O.S6IrN7,GCC:s RtI4tNaMsOCaLNACP-O.INns».PAi1N1eYaFAIN .n n PNnCmNfer.�vxx('SES8T1)PAW'Rt BTECtSCHC,A1T2:(,^J.EJaf)0871 - 1 DP7,1-Nv0rG9r] .. rta VNLTER A TILLrr J.,.P.E. rAD a=Rq TrJC✓I SHEET 4 Or 17 n.OR!DA LJ°.44167 J n " 7/6'x J/32' \ SOLD SET OR£tCO nate Pa ZLAATC OR S.G. TAPCONS cWH NUT EtTRY STUD GONCRCiF.ANCHORS C.p, O©OR®1 IYJ7/I'0-20 SIDEWALK BOL(ORO A 12 O. C. CCn'CRETE ArrCNORS (� AT PANELA!AIES (SEE SCftEOUtF) \ (s_C So 11...� D 0OR K:7 W/73 W/114 b-2O TRUSSNFAp BOLT+ + = DR S.G TAPLYT::5 Cnnt. I'Win. CONCRETE ANCHORS f.0. ,, rI . (SEE SCHEDULE FOR SPACING) (sfC sClILDU[E) _ \ f R REGUIR CONCRETE POURED Ca,:'CRfTf \\\ RFOVrAEa i 'I 7' _..—I � kEOtvRED E0., EO. �.,� .;:: 1' `- '�..,,\ \yI '�. POURED \ POURED I.i i ii ``�,`. _\�\�- J.! A V�- CONCRETE o ! 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M,) el"n.SEPAn'riON i INSTALLATION - SECTION S INSTALLATION - SECTION 7 - SECTION 8 SCALE: 1/2' - i• IisI TO GLASS j i ' SCALE I' 7/B'aNJl2' IVa_ Q SCALE 112i t : EVERY STUD I g I Q t2'O.C. i Conf. oa 1 L 115' . , i I i"' ••• - fTT3ZitFfs9t>.- 7 POURED CCA'CRETE '- / C,a. - EDGE DISTANCE REOUIRCD i / (S£C SC MEDIA. ON /r .SHEE75 0 k!0& I1) 'LLL •".y 4, �'\rj .,." CONCRETE ANCHORs//"l E.D. v. A G+ FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) (SEE scHEDULE) "t', No 44 1 67 l� C2017 n:r£ca,we 0.050" BERTHA ALUMINUM STORM PANEL L.C. NOTE FOR COMB/NAP(ON OF SECTIONS,: + �iZ' (2.00" DEEP) oR5lvrr Bn BUILD-OUT & FLOOR MOUNTING YALi/FG7OR/CEILING�rDutrmtG sfGnaliS CAN BE «J;; /�/may EASTERN METAL SUPPLY, INC °'f2Gjt7 CGL7B/HED IN ANY NAY TO SUIT ANY INSTALLATION. ", f��jZ(rt9��, �Ay}4' ' E�+y JXC. ""�• INSTALLATION - SECTION 5 ( i.. t" 11bB n'ST RdtDS GRVE f��y_��."""'""-" ,�, i1LLiT TESTING k ENDINECRING f:OYPAt4T Yc ST PaiN BEACH,FL 37aG] 17-097 P CNC.•(581)109-8261.£,U".DILI 11-1718 SC+.i.E:th' i' <I U,�ri�, rkr•:t `S E8-0006,71<���>'-f11t ,ply Iyn ,y.�. DPAWL4G xo WALTER A TILLrr J,.•0.E. a4 ra-df A4/! A� SNCET SOT I) rLORIDF Uc.44167 I CONCRETE ANCIiOP.S. \ —• SOLID SET OR ELCO male PANELIdATE OP. S.C. TAPCONS (SEE SCHEDULE) E. D.i \\ 9P 12 OR !2 W/1/4'Z-20 SIDEWALK BOLT OR 9 POURED \\�li 7/8"a x 3/32" CONCRETE---� Q OR(9"//(D 13 v✓/7/4 p-20 TF,u55H£AD BOLT + +/ I:ING NUTS 9 12"O.C. REQUIRED �� r-f0. £0.-- (S£f SCHEDULE FOR SPACING) - \ AT PANELI.MTES OR \ S.G. iAPCONS \ 't J ]1, 4 Cont o I POURED CONCRETE— REQUIRED E. D. = EDGE DISTANCE I ( i \ ��'.•\{ '.,��,�`'•.,'.\. l:/ N ! i i (SEF SCHEDULE ON SHEETS 9 & 10 & 11) i I j } 4i 1"Min. SEPARATION U NOTE FOR COMBINATIONOF SECTIONS J TO GLASS 1'Min. SfPARATICN I I W w WALL/FLOOR/CEILING AMOUNTING SECTIONS CAN BE TO GLASS y r COMBINED IN ANY WAY 70 SUIT ANY INSTALLATION. i i w i z + + I - 2 SIDE v✓ALK BOLTS ARE 3/4 CxJ/327HICX HEAD MACHINE SCREW W/LENC H � 7/8a 3/32" AS PER NOTES A.2 & 8.2 (SHEET -' " x j R +) w WING NUT9- 11 + + 2 EVERY STUD t i k TRUSS HEAD BOLTS ARE 1 2'Cx7/87NlCX I j e HEAD MACHINE-SCREW WIENGTH 78"ax 33?"' 4 9 12•'0. C. I / AS PER NOTES A.2 & 8.2 (SHEET 1) VVl(JG NUT 6--� I >< I j EVf.4Y STUD Can. I I ALTERNATE LEG ° h o POURED -'-'LOCATION CONCRETE ORCONCRETE l`I / 'J{� y BLOCK WALL f �XX �:/'.� r��/ //i t.._/ REQUIRED 'n j o M S j POURED E I I --CONCRETE EDGE OF i s j REQUIRED SLAB iF CONCRETE ANCHORS' / + CONCRETE ANCHORS�{' APPLIC48LE (SEE SCHEDULE) j (SEE SCHEDULE) I / `1.0 j—E.D.-- / CaM. CEILING & FL OR,,.MOUNTING INSTALLATION FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) WALL MOUNTING INSTALLATION ) No 44157 ` 'zoo ni7Eco,Inc. 0.050" BERTHA ALUMINUM STORM PANEL Le. SECTION 9 (z:oD' DEEP) CAAN9J 17 . - :' EASTERN METAL SUPPLY, INC °'4re. Z:T:lLECO�Na. o17E: ,Gtr'. ## <7EA NESE ROADS H,F JJ1 �>) P '6�' TILLII TESTING.. .ENGINEERING COMPANY M5602091 263. .- JJ107 SCALE: I/2"= 1" '/ ='•(/��� 4 a]]s.u.]ea R.5:..L'a.V.vuvu<Neet«a,rt v:ee Pilai^(561)109-dIAJ.FAX:(361)8!1-1716 77-097 ` ••••••• (b31171-I5]4.F. (bS1ar1-Iaal i5AILII' Ee-0ILLIt J vemnw an Cft11SIR'G Na � x' WALTER A lWT Jr„PX 'xd n-aa �e/1 ♦./'�f iLORI0A Lic.11167 SHEET 6 Of I7 / _EXIST;NG 2' ,J 1/2' BRICK Y£fNCR / / /r/ `_EXfSDA'G PENEM4710,1110 _ Ll M J 7/4"b%{; -<'-— J I/2 BRISK V££fJER / CONCRETE BLOCK i c PENETR47I0N TO _ A• "'// MAX &2.70 CONCRETE 1 CONCRETE BLOCK ' ' / /,j &2'y TO CONCRETE c 3 � / cont. • G • I N� ------------ __ .'t 7 ryS ! N n 4 /1/4.0.8'Ecco male / `EXIS7R c pouRe CONCRETE 't,\' / pA;J£LGUIE 7('AS ANCHORS OR 1 4"0 t STf!Ah'GLE U.'f7E'L �L OR CONCRLTE BLOCK-% -' `TAPCOI,'S OR J/<'C fLGO LMLE/ G1BLf .•I V<°r8-ELCO mole �. AS APPLJ POURED CCA'CRETf �\ PANEL MATE NAB ANCHORS OR 114'a SFLI AhY.tE LINTEL S E OR CONCRe7E BLOCK- / U WALL REONR£o ) PAN£LAGTFS(SEE SCHfOffll£OR SPACING). j ( VIµL REQUJRCO TAPCCNS OR 1/4'a ELCO MALE AS APPLICABLE N PANEL4MTES(SEE SCJJ£OULE FOR SPACING), £W � Y N .OPTION SECTION 11 A W QPnON r2 W SECTION 116 SEPARATION i o To CLASS I v Al % � h /y%• i / EXISTIIX i z BR:CK SILL 1/d'0-20 r 3/4' i y.1 i 7 S.S.BOLLS W/7/8or J/J7'n9NG NurO 12'0.C. f / t /!' / I i $ C. 0. EDGE DISTANCE I i <'MIN. (Scr SCHEDULE ON pEf!_+7Rc170N TO SHEETS 9& 10& II) CONCRETE BLOCK i j / % /I"// ;/ /.(7A�5NIMG AS i 1O j SEDC WALK DOLTS ARE J/4 OrJ/J271flCK &2'10 CONCRETE i / J AYPLlGDLf' I 1 COMBINATION OF SECTIONS: HEAD MACHINE SCREW'W/LENGYH NOTE FOR CO AS F£R NOTES A-2&8.2(SHEET J) IVALVFI.O0R/CEf(IN.^MOUNTING SECTIONS CAN BE TRUSS HEAD 30175 A4E I/2111/67NKX COLIH/NFO/N ANY WAY TO SWI ANY INSTALlATlON, MACHINESCREIV 1/ fY t... _.�, --> I ASAPER TOTES A2&0..2L(SHEET 1) I At.. EKJST/Nc t-°i£Re FR s111\'t"� •'��y��+ POURED CONCRETE\ >� I/<Cr8'ELCO 200/c ,st /"�1~� �u� OR CONCRLTTE BLOCK_ PANELMATE NAS ANCHORS OR !/4'o a FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) KALL REOUiRED TAPCONS OR 114'0 ELCO MALE ;. No.4 1&7 .2017 T rC:a,INC, 0.050" BERTHA ALUMINUM STORM PANEL L.0 PAYEUTATES(SEE SCHEDULE:OR SPACING), �.�.: ,« •' �. (2.00" DEEP) 0R wN an tr S �wc. TAA ., °'a0rBUILD OUT INSTEASTERN METAL SUPPLY, INC . WEST ROADS DRYA LLA TION SECTION I TIUIT TESTING&ENGINEERING COMPANYaW<FST PALM P.£ACH,TL.J3 407 p Aue`max.baa.str su.Aaa avrA euoo6,rl.,urea PNOI:R 826J,fAY:(56t)Bn-1716 17-097 SCALE:J/8"m t- . 17-0 7 / P`pL•14 EB-CCC6719CRAMNO .. „ =LTER A.TIILR Jr.,P.E. FLOROA lic.«167 SIICET 640717 I INTERIORLY AWACENT Ili'd TAPCONS % CVil TO 1 112-Mil. THREADED 714 PANEL f—REMOVAKE PANEL CONCRETE ANCHORS EXISTING WOOO STORY PANEL AfG. GAP AT 6'O.C. ffNETRA110,-4 HEADrR. i'6 159' MM ZE POURED C"c"r OARA OTHER 01 -C My REOUIRED i To TlU CK 0 AN Top I TRACK SECTION 8- SCALE 1 112'- I" How HEADER SWEIVALK VOLM RFOWREO `. IVI 718''(J/jl. 37NO HUTS AT OVERLAP i it *8 (BOTT) IZA,I 2B 8 (BOTT) 114Z*7 DOLTS1S S. SIDEWALK ID 714--2CW 55, 'V��JI S�MVALK BOLTS. ADJACENT 3132 INTERIORLY PAVEL -T/ 111 718'X W1 718-X 3132' i IVINo NUTS AT REMOVABLE 10'='cr' ._„}t'' 1,2' WRLAP STORY PANEL I Mim SEPARATION' 1 VANG NUTS AT --4 '70 14A� "'rRy STUD GIVE OVERLAP 1 0 12-O. C. TO GLASS L 1 J, POURED CONCRETE OROCCONCKRETE- 7/8' 3132'ULVIALL ro REOUIRED WHO HOT 0 EVERY STUD p'47' R RE' F14 c ELCO PANELMATFS Al L SrUD., 0. TAPCONS$tV 2'HIM, TAPCat4S-' t OR .. ......... .. .... 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NIA AI 9' J/A 9' N A 9' N / / A' N/A IIA(W)9' 9' 9' 9' 9' 9' 9' 9' 8' !1(BORN.) 9' 9' 9' 9' 9' 9' 9' 8' 9' (801)0.) 6' II/A 6' N/A 6" N/A 6' 'N/A e' N A 1J 00P) 6' N/A 6' N/A 6• NA 6' NIA 6' N/A IJ(70P) 6• 1l/A 6' f!/A 6• N/A 6" N/A N/A 11A 1J(BOR01) 6- N/A 6' 1 A ✓ a' N/A B" AA 6' NIA IJ(6070..) • USE 6'OC FOR PANEL VNOTJS"RGER THM 10'-0'AAV USE 12'CC AS SHOW!ON SCHEDULE FOR PANELS LE7.CDIS MAA OR SHORTER THAN 10'-0 ..MAXIM1!UM F>KHOR SPACINGS ARE VAUD FOR J 1/2"EDGE DISTANCE.FOR E.D.LESS THAN J 1/7; ANCHORS LEGCND REDUCE ANCHOR SPACJIIG BY.ULT7PL17A'G SPAWIG SHOW Oil SCHEDULE 6r NJE FOLLOAJ.0 FACTORS gTEr'A!in.C.0.R:R SOLIDSET ANCHORS IS J� A.,�• R IRIS OFfRAAON TO Bf POS.L RED UCfU SPACNIG CBMAVED VSIW,FACTOR SHALL NOT Of N.•CP.OR rYP£ ! NICKOR LESS TNAN.VINIUM SPACING NOTATED FOR EACH ANCHOR FIFE AT ANCHORS LEGEND. SPALii:G (ACTOR TAFCON(REGULAR..OR S.6.)PAJLTW)E 0.R PNJELAATE NAS `: J. ACT(UJ C U. TAPCO.V(REGULAR) S.G.WCON,FAM LAATE OR PMIELLJATE'nAS SOLID SCT C. D. =EDGE DISTANCE 50410 SET J• J. - .86 .73 2 1/2' 2' T,T`ig1`�t 1 112' FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) a aeon raTEcq u1c. 0,050' BERTHA ALUMINUM STORM PANEL L.C. Y, (2.00" DEEP) ORAHl1 9r. q6117 EASTERN METAL SUPPLY, INC °'/7 Mr_e IL ECOINC. 1160 KtV ROADS O.RW w i✓f� (/,(,(r�''�c`�>,,� TIL IT TESTING aJ ENGINEERING COMPANY "EST PALM MEN.FL J3407 '•.,•�,,.. •`� le 6H!N.•.Jen.'h ...]o1`.VA9xA 9A.a9[ny n.SJ1AA 'HOME`(361)209-026),1".'(581)84;-1716 17-097 i DIroeA 1(l:6)!)!-1.9.lm:L]96)frl-Iyt DPW" NR Pd A ��� EE-0006719 Asa pA. an M 91FLTER TILLIT Jr„P.E. aL u-uar 9HEET Ol Il FI.ORIOA lie.AA767 9 (A,aA9& A.Z& DESIGK PRESSURE y'(TW—G AND C&&E5-0NDM tIAAWUM eNtXOR PS ACING SC_BEDVLE FOR INST>4/:EATIONS IN CONCRETE AND CONE&= BLOCX,STRf7C 2L/x'FS u4attM YfY:vw A '$ rag L O.•7 1/1•♦ s oL-d:E m NItN': illYlillA/A•ATCR`6PK t rD6 C a-J i/7�� APP6M19tE m AID. MEQ ALYY4W Gfb SFWGLW PMTlIN1L5. 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EASTERN METAL SUPPLY INC �' V V A?68 w<"sr RLUDs Acta ` ."p' ' ,F •//,,W\ TILLIT TESTING& ENGINEERING COMPANY W£5T PALM mm FL JJ407 17-097 fy f)fj �y'! siD3 ri.n.LliD.Sc,f.].!.Y 9 A 94 nCM,R SIiDT PHONE(581)202-8263,FAC(S6IJGAI-lllb f�' pig/'/" tf�;Iii' Ghu,.i(%D}DN-2630.Tas:(%D}Dti-T551 R'r p QESt7G� � �� yZ DRAir.NC NP iL '� WALTER A.TIELR JI„P.E. t ab IS-Gu e.Rl f; SHEET 10 Or v FN LORILie.Aa)8T MAXWX ASD DESIGN PRESSURE RAnYG (,p.s.fa AND CORRESPONDING MAx?919 ANMOR SPACING SCHEDULE FOR /NST irA27ON IN CONCRETE AM CONCRE7V BLOCK STRUCTURES JY w15YW AICIIRT SPAUt 1'Gf L D..]J/7'• 450.C7A1fA/ Sw/T6 wk fAN'fL ASp�MSLv WHY�N.4•fJN.4J JP.ILaA lC9 f.6.J 1/2'•. 4ki1ft9:E'b. OR[SlUX' A(G.4IRJ zan m S6.L4Y0.5' A]TIILIILS AvJLWT N4➢ 10WM T'(RJ FR6SLW! 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N/A 9" 9' 111A 9' N/A 9C N/A I(IOP) !1' 1 1/2- I]' 12' 12' 12" 12- B I/2' t7" B 1121(607TOUJ 9' 7- 9' 9' 9' 9- 8' 7" 9" 7- I(BOTrOU) 12' N/A 12- 1!/A 12' NIA 11" N/A !1" NIA 2(70.°) D' N/A 9' IIA 9• N/A 9' N/A 9' N/A 2(ROP) 9" c:/2" 9' 9" 9' 9' 9' B 1/2' 9' B 1/2" 2(eonwll) 9' !' 9' 9' 9' 9" 9' 7' 9' 9" 7(BOTTOM)9' N/A 9' 111A 9' N/A 9' 111A 9' .4/A I JA(TOP) B" N/A 9- f%A O' N/A 9' 1A 9' N/A .A1(IOP) • t/7' 9' 9" 9' 9' 9' B 1/2" 9' B 112' J(E070U) 9' 1' 9" 9, S- 9' 7- 9' 9' J(BDTTOLI) 12' 4 1/2- 12' 12" 12" l2' 12 6 1/2' 12' B 1/2' 1(ry,A) 9' 9' 9" 9' 9' 7' 9' 7' •(ICP) 12- 4 112" 12' 12' 17' 12' 12' R 112' 12- B 1/2' 1(8070.) 9" 7' 9' 9' 9' 9' 9" 7' g• )• !(8070U) 9- N/A 9- 111 9' N/A 9" IVA 9- N/A S{(TLP) 8' NIA 9" N/A 9" N/A 9' N/A g• 11A 1(TOP) G I/T- N/A l I/2' !!!/A B' N/A 7 I/7" .N/A N/A N/A 5(B270N) 5' NIA 6• N/A l' N/A 7- N/A If/A N/A S(9J7RN) 9' N/A 9 I/2' 117A 10" NIA 9 112' !I/A !I/A N/A fi(TO) 7' 11/A B' N/A 10' N/A B- 7I/A f!/A N/A 6(TCPJ .•0.O,-40.0 6 I/T' N/A l 1/7' N/A B' NIA 7 1/1' iVIA !1/A N/A 6(EOPOM) �B'•-0' •➢0�,-p00 5' N/A 6' !1/ 7• 7' NIA l:P TD UP TO IJ !4A I !I/A NIA 6 WTTO 1) 7'-0- OR 160.0.-f0.0 6' 1%A 6 1/T" I!/A 7' 1!/ 6 1/2' ;NIA N/A N/A >(fOP) 11'-6" Iro.O,-1]0.0 5." NIA 5' N/A 7' N/A 7' MIA 1,A NIA 7(TDP) LF55 6- %A 6 I/2- N% 7- 11% 6 1/2- N/A N/A NIA 7(BO7DAf) 5" f!/A 6- I!/A 7' NIA 7- !1/A N/A N/A 7(B07DU) !I/A N/A 12'• 12' !2" 12' 12'• 6' 12-• 6' B(.Tn°J NIA N/A 12- 6' IT' 6' IT' 6' 12• 6' N(W) N/A NIA 12'• 12'• 12" 12"' f2" 6"• 12'• 6' B(BOUQL1) /!/A N%A 12" 6" 12" d' 12' 6' 11' 6' 11A %A 12-• 12"• 12'• 12'• 12'• '6'• 12'• 6' 9(TDP/' NIA N4A 12' 6" 12' 6' 12' 6• !2" 6' 12' 1 112' 12" 12' 12' 12' 12' 8 1/2- 12' B t/7' o(BO70ll) B" 7' 9' 9' 9' 9' D' 7•9' fI/A 9 I/2' N/A 10" NIA 8!I1N/A !%A I 10(7CP) 7• NIA B' /A 10' NIA 8' N/A NIA N/A 6- N/A 6 N/A 6' 11/ 6' NA NIA N/A !0(B070U) 5' N/A 6' N/A 6' N/A 6' fl/A N/A !%A 9" 1 1/7' NIA NIA MIA NIR 9' 1 1/2' 9' 1 1/1" 11A(TDP) S" 11/A 1%A NIA N A 7" 7• 7• 7• 9' 4 1/2' NIA !1/A NIA N/A 9' 4 1/2' 9' 4 1/2" 11(EO70N) 5' I' N/A fllA fl/A NI 7' )' 7' l' 11(SOTTG/) 6' N/A 6' 11/A 6' fl/A 6' NIA f1/A NI 1J(TOP) 6- N/A 6- N/A E" 11/A !gip N/A :J(70T) 6' NIA fi N/A 6" N/A 6' 11/A NIA NIA 1J(6070N) / S N/A 6' N/A 6- N/ 6' NIA 111A N/A 1J(BOITOU) •USE 6"O.:FOR PANEL L£NG10S LARGER WM 10'-0'AVD USE 12-AS SN•OWN ON SCHEDUIE FOR PANELS LENSINS EQUAL OR SHO.97ER 7H&N)0'-0- dNSHQRS[CGCND ..UAXAIfUU ANCHOR SPACLNCS ARE VAU0 fOR J 111"EDGE DISTANCE.FOR E.D.LESS 7W!J 117. ' Il. REDUCE ANCHOR SPACO.'G BY AIULDPLWVG SPAC.'NG SHOWN ON SCHEDULE BY MIC FOLLO;YTNG FACTORS /J.CHOR TYPE ANCHGR (NOTE.-Mb.F.D.fOR SGLIDSET ANCHORS 15 31 f SPAM; FOR THIS OPERADON OD BE POSSIBLE REDUCED SPACING.09TAclED USING(ACTOR SHALL NOT B£ 7APL0;;(pICVLN,OR S.C.)PANCIUA7E OP.PANELA:ATE WAS J' LESS THAN ULNIIJU/A SPACB:C BIDICATED FOR EACH ANCHOR r1F-'AT ANCHORS LEGEND. I E. D. = EDGE DISTANCE FACTOR scuo SET 3. ACTUAL C D. TAFCON(REGULAR) S.C.TAPCON,PANEUACTE OR PANEU.NTE P/AS 5(O LTD SFT J" - .86 .75 .71 .50 o° FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) y :• NO.44167 ,•• +*2017 IItTE(A,NNc. 0.050" BERTHA ALUMINUM STORM PANEL L.Q. ' - (2.00" DEEP) m-11 BY..- EASTERNMETAL SUPPLY INC 07126/17 ' DATE. 4268 REST ROADS DW. to TIWT TESTING B ENGINEERING COMPANY QST PAL"BEACH,FL.JJ407 .. J/� ��}.46tJ�1(4� ➢]55 p eq.➢f.,i1.. ccx4 cN¢U:s,R]]1c. PHD!%C:(561)209-8263,FAX.(551)841-1716 )7-097 -1(]0 c.:(JO];di1-IS]I CR{iNNG A'o EB-OOO6719 ... WALTER A.RLUT Jr.,P.E. MGM,DA. ui.4:167 SHCET n Or 17 I/4',TAPCONS 77 W/1 112 VIN. 114'0 TAPCONS 1 114-e 2rVCONS 77, WIT 11-MIN. t THREADED PENCTRAM. W/1 1/2-MIN. 114IO-0 UFCOI-S TO EXISTING KDOD THREADED PEUVRA77ON EA IRS 70 110—OD W/ HEADER (SCE SCHEDULE) 1-0 EXISTING WOOD (SEE SCHEDULE) 1250' HEADER. SEE SCHEDULE) NE'D' C-1. 1, 11 7T 7R "GH DUCE) _4 250" 73 17'1 LU� C.M. .TOaO HEADER NvOo PEVA 1,00D NEAOFR RECUT I WOOD HEADER I REOUIRED rn EQUIRED PEOUIRED I'Min.SEPARA77W.- N, I-- TO CLASS I' SEPARATION To CLASS TO GLASS OPTION if .... —. '_.-.._..._f__ a A L TERNA Z1 Vr ............... 4 114'd-20 314- S.S.SOLIS W/718 714 0 TAPCONS 112,Am IV2'MG NUT O. C. ;fRFVA000D PENCIPA SEPARATION ADEA SEC SCHEDULE) TO GLASS ( m ZE Opr'posmom 77 114'o TAFCONS W1 I I/2'Min. THREADED PEINMA77ON 0 4l,aA7DFH J,f,n,,0jW OF PLATE.(SEE'SCHEDu-,C) i IWCD HEADER _1_..-_..._ ... ............ ...... ........ A OPIZON7, j1J2'WING!JUT 0 j Pyr L, ALTERNATIVE JA STUD SCREWS W1 1 112-W. 114*�TAPCONS ........._ __.............. THREADED PENETRATION 112'AIM. THREADED . ..... &WDWOTH Or PLATE PENETRATION&U,'DWDM r'1w,,.SEP/.RATION(SEE SCIIEDULE) (SET SCHEDULE) 1 SECTION Q ANCHOR TO CLASS 1�1'GO 20 SS ; L IS A 4 TERNA Tl VE 2 W/I/S- OP'll"r7prw- WING RUT SCALE 1112" r' O.c. EPARATI TO CLASSON --01 1„tU 0.fy�+S cone4 HJIM EJ NUT 0 —T� 0 12'0. C EVERY 51. Al A L FERNA r/VE SCALE 112' 1' cw '�A ................................ I/4'o TAPCONS6f, o TONS XDTE. CAP 0; FolV�rIp t R 'VOINATION Or SEC THREADED CO PENETRATION 0 AUDWIDTH CLOSED AT AJN I WALL IJOUNTING SECTIONS CAN BE OF PLATE.(SEE SCHEDULE) HURRICANE CONDITIONS. REA'AW C01,1BINED IN ANY WAY TO SUIT ANY INSFAUArION ALTERNATIVE 3 N BUILDING CODE (Non High Velocity hurricane zone) SCALE 712'- I' c2077 MIECO,If.0 0.050" BERTHA ALUMINUM STORM PANEL L.C. NOTES., (2.00" DEEP) 'KR a, 1. INSTA12ATIONS ARE ONLY VALID FOR MAX.AS.a DESIGN PRESSURE RATING EASTERN TERN METAL SUPPLY, INC 0712817 SECTION 0 STUD AND PANEL LENGTHS AS PER SCHEDULES ON SHEET 2 A ER /M R C Om, 42ES WEST ROAD DRAVE' --DATE — L r!ER NA 2.SEE ANCHOR SCHEDULE ON SHEETS 16& 77. TILLIT TESTING&ENGINEERING COMPANY Esr PALAi mcH.R.jj407 --Sv. : I/Z'- f, J.FOR NEW WOOD FRAME CONSTRUCTION..WOOD MEMBERS TO BE SOUTHERN (j6l)209-a26J.M�(551)841-1716 17-097 PINE No.2, W/SPECIFIC DENSITY Or 0.55 OR EOLWIL. Eg-0006719 WALTER A.TACIT Jr„17.E 1 SHEET 12 or 17 • !4'q TAPCONS WOCO TRUSSES OR RATTER WOOD TRUSSES 0R RAFTER __�_ , 7- -_, 1 'O.C,REQUIRED 6?4'D.C REQUIRED 7{ t`•.�_Z„j'•� Wr Y 1/2-Mtn. THREADED 0 24 �. PEI:ETRAnoN TO Ex6nNc ._.......__......---._.__._...._._: _........ N'CCO NfwER.{SCC SCHfGU!£J I ......_........... .._.__, ^'— s�0 _-•� - -- -- .o_ f i•--...__. £o J —r t r {6063-raj r E° AiJr)) 3/4• , j i {tdri SSCJTEWS TD JJ �''�} •-l-- ` 11Tw/8UR0£X , EACH JOIST. i TEK SGRLIY .TEK SCREIMS i LOWE SCREW r 0 a-O.CF i -- AT 49DW471H OF .. -„ hwo H£wfR i + i fX!SnNO 1POGD i ®Con7. t f + 1 r• RfOU/R£C i ! [ MCMRER(?•0.", , f ;ppp0 HE4cfR I r t ? NOt!JNAt WrDniJ I/q•a-20 x : i f REOUtRia r �} " V.sa.OD, -•• i N THREADED 1 w, 7/9'x 3/,31 �I'A41n. SEPARATION f !� PENETRAnON. ,.ww NUT a TO DIASS + t G f? r,.C. - -0 _ O f o f 1 ti + t lr ALTERNATIVE 5A ALTERNATIYE 6A ALTERNATIVE 7A H SCALE: 1/2'. ,' In SCALE: 1/2' r + �+ (LIMITED TD +60.0, -66.0 p_S.f. DESIGN LOAD H (LL.MITED TO +60.0. -66.0 .s.f, DESIGN LOAD AND UP TO 9'-6"Mox. PANEL LENGTH) AND UP TO 9'-0"WK. PANEL LENGTH) A ttt #;. T<"a 1APCCNS ........1':,,...._..._. ....._.__ _....__ .._ TO CUSS y _. ...._...,_._._ ... W _..._...... 1 l—THREADED P£NLTWON 7 7O ExLSRNG wD00 •,�� ! r 4• ' ; ..--♦�1 + HDaCfR.(SEf 7/e S_HCOU.f) `yj r I•M'n. 1-Alin. , - SEPARx J/!?• A r7"ON 4 tM.NG NU7 P I Cant. ST4�7 SN TO GLASS i ,I EMERY S7U0 i 0 7/8'r 3/32' 'r I WNG Nur 0 ERr Q i a/•'s.S R:Xrs `"I... rM/7/R"x 3/•32 C.I. WING NUT Lf LJ 0. I flK 1x8 Wo 1 !2.O.C. t OFCKaRWO�-•r r I DECK REO'D. WOOD H£Ar.£RPre"RED , gPTtON ... y. _ _ n � f/4•o ELCO PANEL 2 RECJlR PLATE 'IS A6t7rs OR.T rAorp C-__•,.___._.__`'`•- .+,_,,,._.__.. ' i . ''.1 w/T' no 7HAFi,DED ALTERNATIVE $A - .-•_ _.:7 -..._.._ PEN£TRrr.T a Mfc6rrrH �-I - .... ._ Ox PJATE:rrP;rsA TOR s I � BOr70lL i / 7 1/4•e TAPCONE =/<e TAPCONS AL TEP—NA TZ VE 8 •' 3� `-^ w/-1 112•MM. w/I T/?'uu; , SCALE: I/a' T^ 4t{1�Y..AA,. _.f___..........._....__...................i''Y"'-_....._....._,.._�..__7_._,,........_ InREwfTT PCNETJtAIION THREADED PENOW471ON - .i1 r" y J*LLRe (SEE SCHEOULCJ {SEE SCHEDULE) 45a, %••�,�aC.7ya�^yl,''• ^L} ALTERNATIVE 6 ALTERNATIVE 7 t SCALE: f/2 1• SCALE:I/1'. . ; 44 j NUT 0O, . • ELERY STUD f + 2 O Can+ 1,INSTALLATIONS ARC ONLY VALID FOR AfAX.A.S.D.DESIGN PRESSURE RATING 1JOTE FOR COMBINATION OF SECTIONS X 6 v.QO : ,il',� .r •({,,' `k. DECK RE0AND PANEL'S LENGTHS AS PER SCHEDULES ON SHEET 2(EXCEPT AS NOTED) •^w--"----'•----""'—"— (" 6..� ��_.• �{"xll k3M,{/FLOOR/CEILANO MOUNTING SECTIONS CAN BE +t}~f +'i? 0 2.SEE ANCHOR SCHEDULE ON SHEET 15 h 17. COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. --------- -- -- J,FOR NEW 15001)FRAME CONSTRUCTION {MOOD MEMBERS TO BE SOUrNERN xr `HJ•• ._....__...._....._......._._......_._..._.. ... '---i� PINE go.7, IV/SPE DENSJ7Y OF 0.55 OR EQUAL. BUILDING CODE (Non High Velocity Hurricane Zone) FLORIDA IN 7�-;•.._.. T?Dn ir.TEco.BIc 0.050" BERTHA ALUMINUM STORM PANEL L.C. _ (2.00" DEEP) Jv"I an 4.1TAN;P/JS 07/161 7 W/11/2-M1N. �(. `:L' �Ne, EASTERN METAL SUPPLY, INC wrL:• TJREADEO PENETRAn01J 4268"EST ROA05 ORNr {SF£SCHEME] x•EST PAW 8FACH,fl.33461 TLJ.IT TESTING k ENCINEERINO COMPANY PMklr{1)61 TOa-8263•FAX:{96!)641-1716 17-1)97 �ERNATI VE 5 "` .�6 P A anmaa.J""" J P;a-4,tJ^.a:an-r•o-.se.,Lm?ats-Isar 1,n „K ORASRJG No EB-COOS719 SCALE 1 1/2'- 7' WALTER A.TWT Jr...P.E. 'ma 1D-w! 1/I f SHEET 13 or 0 TtOR10A U."4!167 WOOD TRUSSES OR RAFTER 1/4••0 LONG ELCO S' 24"O. C, REQUIRED-- _"!�'.'..'"'•";; PANEL AlATES OR S.G. ti`. INTL _._ .... +. THREADEO PENETRATION j?. r-TO EXISTING WOOD -'._..._._..�-_. .'...•� HEADER. (SEE SCHEDULE) ;,m i. ! i I I I .._............._.._.... _ ...._.�.,.._.7"x 4"x 1/8" C I f 11d 1 �•••. (i Mtn. 6063-T6) 718"0 x 3/32" - II '' WING NUTS 0 12"i D.C. i Alum. TUBE W/ i 1 1/4•¢ x ,7/4" i LAG SCREWS TO i 1:;.,• r EACH JOIST, ITW/BuLDExTEK SCREWSLOCATE SCREW 9. 6"O.C. -'- 4�CanL AT MIDWIDTH OF WOOD HEADER; i W i EXISTING WOOD r REQUIRED i W + ( MEMBER (2"Min. NOMINAL mOTH) ! + f �";� t W/2"Min. 1 —0W ! t - THREADED t"arn. I 1 J I"Idin, , j N PENETR47/ON. 4; —t SEP,RA DN TO CL45S f i I ToLj GLASS I t f h s .............. w z ALTERNATIVE l OA t ,i 7/8'a r 3/d2" ly 3 / + 1a7NG NUT O SCALE VERY STW Ln NOTES: rI Q 'LIMITED TO 460.0, -66.0 p.s,1. DESIGN LOAD z I L AND UP TO 9'-0"Max. PANEL LENGTH) 7. INSTALLATIONS ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RATING ! b z & PANELS LENGTHS AS PER SCHEDULES ON SHEET 2 (EXCEPT AS NOTED) % SEF. ANCHOR SCHEDULE ON SHEET 16 & 17. i I J. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN FINE No. 2, W%SPECIFIC DENSITY OF 0.55 OR EQUAL, i i a 7,18 10 x 3/32" c 1 i WING NUT 0 -� -Q A (� ! EVERY STUD ! '�••� I 3i/F15e11Fr�a. NOTE FOR COMBINATION OF SECTIONS : off SII 01 w-�1 I 1 i �'`� I � t t 2"x 6" i34�1`,�•,. Tpf':. " _f WOOD DECK WLL FLOOR CEILING MOUNTING SECTIONS CAN BE,t ' •' r �!^ ` Cant ! REQUIRED / t �� \�' 'T 7�' _ T (NO FINISHCOMBINED IN ANY WAY TO SUIT ANY INSTALLATIOl{` .t 06. i ' MIN. Ji ALLOWED) '1167 2"`x4"P7ATE('+ Cartt. C` ,..,ii __.,...._..- _. ....—_........... _ —_ sC • s _ � 1 ..__. ..._ ��;��,,���.�} � t ,. .—.,__..._.,._.-.....;...=_.—it' -. THREADED PENETRA770N ---_._.__.__�_ 0 MIDWIDTH OF PLAT£. ..._ _ __ -_•_..-__:__„_�. -- I'�;ye"4 sa'F,r (SEE SCHEDULE) f_ 1/4'0 TAPCONS FLORIDA BUILDING CODE (Non High Velocily Hurricane Zone) TZ cznn Trcrzca,,hr. 0-050” BERTHA ALUMINUM STORM PANEL t.a. ALTERNATIVE 9 ALTERNATIVE 1 D THREADED PENETRA70N zoo" DEEP) a1M,ar (ScE SCHEDULE) SCALE: 7/2"= r" SCALE : 1/2"= r" 07126117 EASTERN .METAL SUPPLY, INC a,m.�•: INSTALLATION DETAILS ON EXISTING W000 BUILDINGS TIL IT TE!L E C Q txc. 4268 WEST Roos DRNE STING B ENCINEEA ti.URINO COMPANY WEST MU EFACN, 407 77-097 vaa N.a sen..s�s•...aoa,xiwoa.:,n.»ten PNa.•e.•l56rJ2oa-azsz FAx:(sa Ve4r-rzr4 zw:w.taaalaTEe�CdG 7i9 Ucipn-tact aay - — dry hTNG Ne WALTER A,TILLIT J,.P,E, aD la_wJ %'R». �a W 'Loma SMCET 14 Or 1T Lie.4411-'T 17/B'M:n._ 2• EXISTING PENETRATION { r A!or.i r 8R/LK�EN£R T-1/4 0x8'ELCO mole PANELhfAT£ 17/8'Min. y _eX/S7/NC NAS ANCHORS OR 1/40 TAPCONS PENCTRg1JON Nax. BRICK KEENER r 1/4108'ELCO male PAA'£LJXATE (SEE SCHEDULE). ' { NAS'ALKNORS OR I/<0 IAPCONS 11 �h! / / �• �. 1{i r / / i' (EE SCHEDULE). s r' --72:- �cont. 250 r7-7-77-77 �%MODAmax. !250.. IJEAD£R-'� .l( I , i // I N N'000••' REOU/RED NEADCR ' h T. RECUIRfO .° ',��, '•i 1L. / �\ EXISTNG i 3i, y/ 'x S7EE1 ANGLE LINTEL EXIS7714GI AS APPLICABLE �•'S i § ASANGLE LINTEL I a AS APPLICABLE i SEPARATION To GLASS I L ,I SCRARADON TO GLASS OPTION /f OPTION /2 ALTERNATIVE 11A ( ALTERNATIVE 11 JIV I NOTES: I ' 1 m I. INSTALLATIONS ARE ONLY iALID FOR hNX. A.S.D. DESIGN PRESSURE PATlPlG AND'PANEL'S LENGTHS AS PER SCHEDULES ON SHEET 2 (EXCEPT.45 NOTED) 'CK` BRS BR;CK SILL o 2. SEE ANCHOR SCHEDULE ON SHEET 16& 17. MO PLATED /- �''� •J 3. FOR NEW WOOD FRAME CONSTRUC77011: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, IY/SPECIFIC DENSITY OF 0.55 OR EQUAL. CxI5N. NOTE FOR COMBINATION OF SECTIONS I PENCTRATJON � -------- ____• //_ _,i / . I p, 6VALL/2COP./CEILING L!CUH7WG SECJ70NS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. / 1• 2 / JSDO j h 1 v EXISTING% / B .' �.,,,, 2'x 4'sr 0 —'r�=--;. - 5 Cont, --'- !6'O.C. /Aox. R£ODO.O / ACXISTINC Min. T/2'PLYIVOCD 'l-EXISTNG 11410 r 8'ELCO ma,!e P'ANELA}ATE REO'D(1Y'P)W/FASTEA'LNC BRICK SILL I1/4-0-20 r J/4' NAS ANCHORS OR 1/40 WCOIJ --'f i0 STUDS As PER SECTION 2J04 OF THE _S.S.BOLTS W/7181. (SEE SCHEOUL£) TD E.YISTR.'G PLYWOOD. FLOR104 BUILDING CODE. J/J2"WNG NUr 0 12'0.G ALTERNATIVE 11 Y1 BUILD-OUT INSTALLATIO 11, i+ SCALE. 1/2-_ 7' 1I'�` t%!.:• VALID FOR`✓,AX. A.S.D DESIGN PRESSLIRE RATING 4.50.0, -60.0,p.s.f. FOR UP TO ft d}��� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 78" PANEL.. LENGTHS, AND FOR +50.0, -50.0 p.s.f., FOR PANEL LENGTHS GREATE)2 }�O. 0"17 nirrte,ae. O.OSD" BERTHA ALUMINUM STORM PANEL L.C.THAId 78" UP .TO 106" Yf" tL .(2.00" DEEP) DR/N1Y B. '°�- EASTERN METAL SUPPLY, INC 07116117 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS qq `��'� ENE. >u= l'/ ('ea` .tee NES/RDA05.3.34 TIWT TEBTMG h ENGINCERING COMPANY NEST PALU BEACH,FL.JJ407 0 \ [, �..3<A.31.S,a!:3, CM.a4V0ar3,rt S��e3 PNONG(561)709-BIe J,FAX:(561X,•rl-1714 17-OB7 Sg/JI h TM y r ev3 Vro e:GNsan-mC: L%3)nt-1v, _ ' f'I„ EB.MLIJT 19 ORAN'•NG No YlR1TFA.A'T1JT Jr.,P.E. aA 13-PI3 /x/r, .r. iLORlOA lie.43167 SNEEi 144 OF 17 7/F'9 fAr'COttS Y.% i-..__�-- •:.1��' 1 1/2'ULV. TURFAGEO ` PEN£TRA770N TO EXISTNG WOOD HFADErl. _--1/4'0-20 S S.MACHINE % `•;�",', (SFf SCHECULE) BDLf r2•W/NUT&WASHER D a a i 7 11'r J/J2' -o 1B fant. `y '•� '0 12 STUD O v! r ^-11"O.O.-G—�7 I WOOD HEADER `~ RECWRED ; w t r t • 1 H . -.�-_I'tlin.SfFAPAT1074i _..............-.........._......._..._`;�._......._._......_... 1 TO GLASS i t ' � 1'Min.SEPARArfOtl i TO CLASS I ' + w r SS BCL TS w, 3,rJ2'ttTNO NUT'fl I ' 7/8'r J/32' 10NG rIUT O i 12'a a - I I � 2x4"WODD�'" I' 2 x 6 I'voC I Car Rzov. r Y ,._._..-�_._...._ _._...._..........._...�._-_.._.__....r I I ...................................._............._.......... r I/F D ro..::z....�,..>,^-,..,.,._.......,...w. __._._........_......__�. -- ^<i' G F/ TA-CONS IOR Fj4 ..... AWEFutt 7NRAOED PrNzTRgTCM '0 OOR�Cnnt TO `-r/4 c 7APCCNS PLMVW.(SEE SCHEDULE) £X157/NC ftin. 7/2-PLYl00D W/I 1/2•WA THREADED PENETP.AT+O.V RE0'0(TYP)VI/FASTaumG (SEL SCHLDUtL) TO STUDS AS PER .SEC77ON 2J04.OF THE ALTERNATIVE t 3 FLa2W4 BUILDING CODE. SCALC+T/2".- I' . ALTERNATIVE I NOTES: 1, INSTALLATIONS APE ONLY VALID FOR MAX, A.S.D. DESIGN PRESSURE RATING * VALID FOR MAX, A.S.D. DESIGN PRESSURE RATING -x50.0, -60.0 p.s.f. FOR UP TO AND PANELS LENGTTrs AS PER SCHEDULES ON SHEET 2 78"PAIJELS LENGTHS, AND FOR +50.0, -50.0 p.s..`., FOR PANEL LENGTHS GREATER 2. SEE ANCHOR SCHEDULE ON SHEET 16 u I THAN 7$;}l�EyrTJ7Wv��8" J. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO DE SOUTHERN t`fIt N-7'14Z PINE No.2" It/SPECIFIC DENSITY OF 0.55 OR EQUAL. t}iti � ��tea'' '` 1C�PIs ' •;�'=.. iJIN :+ No.44167 FLORIDA BUILDING CODE (Nan High Velocity Hurricane Zone) 5 c2on rrzr£co,re. 0.050" BERTHA ALUMINUM STORM PANEL L.c. NOTf FQR GOe18INAT/ON_OF'SEC_AON5: M - y yw.. (2.00" DEEP) GRnkr!6r. WALL MOL:YTtNC SECTIONS CAN BE0.7/25/170.7/25/1717 V4 CONBlN£D IN ANY WAY TO SUIT ANYlNSTALLATAN. n �L(), +�N:'�',, ,. EASTERN METAL SUPPLY, INC '4768 KS'RAIDS DRNE TILUT TES71NO&ENGINEERING COMPANY M£Sr PKV 6EfcH,FL.-7 n a64n.st..Sh.si via:A cu9a.5,n}s+et PHaV£:(56t)7pg-.826J FAY:(6508FT-7776 17-037 >",,,,,(s;sNr..ISTo.ra:tsosisl+-tssT _ o.n ORA1Ynic No EB-C0067te "ILTER A.TIUIT le.,P•E. SHEET 15 OF 17 FtGRtW tiP.Attfil _MAXIMUM A SI) DESIGN PRESSURE RATING_ja s f) A ND CORRESPONDXNG MAXIMU9 ANCtIOR SPACING SCHEDULE FOR INSULU77ONS INTO WOOD FRAME BUILDINGS MA XL'AI %'.TTO FATr"m APPL1Cp9:£TU trrA!UM t1Oa0 rA fD.^.'RS APPJ"ABx TO AS4Fl1IUM MOOO F s"eRS A-pvot.:£To !{4bMUM PM'R A.SO.OE..41 AIMiuUM PAMEL ASU.CESKJJ kIERRAls/d aNYrArUM PA!.Yt A' Cf6LN PA1RW1C5 Kf[FNA,11E5/A FRazsw RIGLWr PM•fJW1LS kffR•W1h£6/d PAfS9XRf Rf"'UUR FNRM°IE9 Ft£S9t44[ RfCItAR 6.G fAFCpIJ 'ANY cuXx N.fiz+J J£om (rl) ?+tltAYi(Muff sG:A^CO.'J pJ kx LDMa3urc' uaCQr 1'frr.) RirarG{pc.t,) SC.uxe+v ryA A+x tou8•uanav t£r.'cnJ t trr. R.nRY.IA=r) OF TNL3i TAKdtIS PMf'IInIt NAS aF MfAi TAPCQ' PAVAuur[nnT 7APLCEN -.lt4wR NAS 72" N/A NIA I(TOP) 12" N/A NIA t(TDP) 12' N/A NIA I 12' NIA NIA "I(BOTTOM) f2' NIA NIA... I 1(BUrrO") NIA NIA I(80rrOM) N/A NIA 12' f/A N/A 12" ' /A N 9. NIA NIA2(BDROM) 9' NIA NIA 2(BOroff) NIA NIA r —2(-M;)(BOM) 9' NIA NIA tjA(IOP) 0' NIA. 1J/A SA(TOP) _ A%A NIA Li(TOP) 9• NIA IIIA (BOrrom) 9' NIA N/A J(BOTTOM) 9' N/A NIA JNIA NIAA(top) 12' NIA NIA 4(TOP) 12' N/A NfA 4(tOPJ 7a' NIA N/A (BpROdr) J?• NIA, NIA 4(eOTTOM) IZ` NIA NIA 4(Bo7OM) 9' NIA N/A54(TCR) 9' 111A NIA 55(rOP) 9NIA NIA 5A(lOP) 9' N/A Pt/A (60r70MJ 5 I/?' IIA NIA 5(BOTTD.II) F' NIA NIA 5(e07rom) g• NAA - NIA 6(sonaA) 5'tjZ' NIA NjA b(Barmu) 6' tIIA N/A b{eOTfOr.) +40.0, -4aq d I/2' N/A 7J/A r(earrou) `a' Jaao, -aO 5 NIA N/A 7 MOTTO") Up^TO }6V ID00 rEA NIA NIA 7(BOTTOM) DR OR oR IJ'-0'" +6D.0.-60;0 N l?' 1T' a(Top) [CSS LESS NIA IY I1' 8(Top)' LESS LESS N/A I2 17' 8(Top) N/A i1' i2' 8(80TTO.X) N/A 12'• t2'• 8(80mty• �tl,'A ;.- t2' 6(80TT0A1J IVA t2' tY 9(Tart NIA 12'•. 12', 9(fop) 12' 9(TOP) 12' IIIA N/A 9(80770") 1T' NIA N/A 9(80710X) NIA 9(80170") 8• NIA IIIA IO(B0770M) 5-1/2' NIA NIA io(Somm) E' NIA NIA l0(B0770Af) 9' NIA 9' IIA(TOP) 9' MIA 9' JtA{70PJ 9' NIA 9' IIA(TOP) a' NIA 4" rl{pprTCX) 4'•• N/A 4'•• 11 (BOTTOM,) . 4"'• NIA 4'• II 6' NIA NIA r3(TOP) E' NIA NIA 13(TOP) 6' f7jA N/q IJ Pop) b` N/A N/A r3(BOTTOM) 5 112' 14/A N/A 1S�(8OTTDAI) 6' NIA NIA 13(BOTTOX) 4' a' 4` 14{sanDM) 4••• a"•• a••• ra(eorrDM)"" I 4"• 4"• 4'• 1ti(BormX) USE 6"CC SPACING FOR PANEL LENGTHS LARGER PritN 10'-0'AND USE 12'oG + VALID ONLY FOR LP TO+50.0, -EO.O A-f."AX.A-SD.0E510"PRESSURE AS SHOWN ONSCHEDULEFOR PANE4S tENGTHS EQUAL OR SHORTER THAN Ip'- O' RATING NIMH 7e""Mr.PANEL LENGTHS OR FOR UP TO+50.0, -50.0 P-•+.f. MAX A.S.O. DESIGN PRESSURE RAPNO ATIN 96'Mar.PANEL LENGTHS. *f VALID ONLY FOR OF TO 108"PANELS LENGTHS. pIETAx XAP ._ ?}3 .• sr ` w FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) "' •'� 0.050" BERTHA ALUMINUM-STORM PANEL L.a. 42017 747000 PC. (2.00" DEEP) aAvN BY, '•. ',' 11LIEC EASTERN METAL SUPPLY, INC an: 4ssr Ra+vs ORVE TILuT TESTING h ENGINEERING COMPANY WEST PAI.Af BEACH,FL.XU07 r7_pg7 J' ... ..•• eW5 Q 6A.'•+..SN.503.eR.P cumbS R.inns PNONE'(561)209-8263.FAk(561)W-1716 .SS •. � ,sM {askls_f5;9-,IP.i t3�}6:1-nsf ms .n DRAwtNG rx VIA A. 114LIT Jr..P.E: [w!f^'u r/NI 1w SHEET I6 Gf Il FLORIDA L4.44167 MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS 14AxrYUY Naaa F—on APn mr TG %u wu `2`9 r"' HwPAc.elt rG NaOa FAsrfrrL45 AJ»{K.!tTf ro 175.0.atSR: Krma"rs/tr �JY PM.n. D.CfSY..Y KiLRruR.ES/b YArNUY PNrR Aso.maA KICiN11Mr5/b AIIYNuu PA'JEL FRCSSURf R[LU1A4 6.G M^MH 77µT09 RS Nrr Oa1134Wfgr1 a-IN, (77.1 PRC951ASf RF6UGR S.G TMLG'r P Magrrrs Mv'COYBfu11CN LChY.1N 2'(11.) PRESSU4f RCCULA4 PAVFUURS A!N'0(Pv.t1 7A^CGY$ FA'/t1NIE NAS Df TR=Y lIARNL(p.v./J TAF 's IA•.tTL•Tr NAS Lf MEM RAR'Y'S .°./.) UA C.VS s.GTAPCO'l. ay Avr LGVP:+:ARdI ITA'OM l•(B.) —mw NAS OF MCU it, NIA NIA 1(TOP) 12" N/A N/A 1(TOP) B J/2' NIA N/A 1 (TOP) 11' NIA NIA I(807701/) 12" N/A N/A i(BORO.N) y- NIA NIA I(BOTTOM) Ir' N/A NIA 2(Ta') 12• NIA NIA 2(TOP) y 1!/A N/A I(TOP) 9• N/A IIIA 2(60ROd) 12' NIA. NIA 2(80ROM) y N/A NIA 2(BORON) 9. NIA NIA JA(TOP) 12- 11/A MIA !,(to) B• NIA A'/A . (TOP) 9• NIA NIA J(BOTTOM) 12' NIA NIA J(BORON) 9• NIA NIA J(60I7CA) 11' 14/A NIA A(!OP) IY NIA NIA :.(TOP) 9• N/A MIA I 4(TOP) ll' NIA NIA 4(BOTTOM) 72? NIA MIA 4(BOTTOM) y NIA 11/A 4(BOT717N) 9' NIA NIA 5A(TOP) 12' NIA NIA SA(TCP) B- N/A N/A 54(LOP) J 1/2' NIA NIA 5(BOTrOLI) 4- ,V/A NIA 1 S(8011101t) - NIA NIA 5(6080.11) J 1/2' NIA 11IA 6(BORON) 4- NIA NIA 6(BORON) J' NIA NIA 6(60rTOM) +60.0, -60.0 J 1/1" NIA NIA 7(BOTTOM) g'-O• +40.0, -40.0 J J/2- A%A NIA 7(BO)"TOM) ?B'••0' +90.0, -90.0 J. NIA NIA 7(BOTTOM) 7t0• UP TOOR VP TO UP To UP TO OR +80.0, -90.0 11/A 12' 6. 8(TOP) LESS +60.0,,-60.0 MIA 12' 6' 8(70P) 12'-6' +JC0.0, -130.0 NrA 12, 6' 8(TOP) LESS NIA 12" 6. 6(807701.1) NIA 11' 6-1 6(OOROM) NIA 12. 6. B(BOTTOM) 11/A 12" 6' 9(TOP) NIA 12" 6' 9(TOP) NIA 12" 6" 9(TOP) it, N/A N/A 9(60770Af) 12' 1JIA NIA 9(DOTTOJ.) 9' NIA N/A 9(BOTTOM) J 111- NIA NIA 10(BORON) 4' NIA VIA 10(BOTTOM) J" NIA N/A 10(BORON) 9" NIA 9' 1 I(TOP) 12' NIA 10 1/2- IIA(TOPI 5' AAA 6" IIA(TCP) A%A NIA NIA 11(BOTTom) 4'•• N/A 4-•• 11(O"TOM)•• NIA NIA N/A I1 (60RO.N) 6' N/A NIA IJ(70P) JI' NIA NIA 1,(TOP) 6" NIA NIA !J(TOP) J 112' NIA N/A IJ(80ROLQ 4- NIA MIA IJ(BOTTOAl) J' NIA NIA 7J(BORO.M) N/A. NIA NIA I4(p,OR01�` 4-'• 4'•• 1'•• 14(80770117)•• N/A 11/A N/A 14(BORON) • USE 6"OC SPACING FCR PANEL LE-NGTNS LARGER THAN 10'-0'AND USE 12-CC AS S1101/N ON SCHEDULE FOP.PANELS LENGTHS COUAL OR SHORF£P. 771"4 10'-O' .a VALID ONLY FOR UP TO+50.0• -50.0 P.R.L LW.A.S.O. DESIGN PRESSURE R,ITJh'G IVITH IOH'MO4.PANEL LENGTHS. 1)TJtrr»at�r '��F•gi lis. T/��j`�. - FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) NO.41177 tm»muco,rec. a.050" BERTHA ALUMINUM STORM PANEL L.C. -� (2.00" DEEP) rA.WN B# 07/26117 . EASTERN METAL SUPPLY, INC D,1r. �L EC �Nc . 'A(`� w yl�` '• t' 42se WEST RaOS ORNE r 1 11 I TILLIT TESTING h ENGINEERING COMPArR NYST PALM BfACIL FL.J3407 f��.•)�p�,tj '{ p ,1 6.S xv.J,n.tA,s!•.]W.¢77¢x•17 WFCOrs,rt]n!S PHOVC.•(561)209-828J,F".(561)841-1716 17-097 V/'•17%h.°' r Frmd:tJOf)nES-0005719(xTiATI-wi ORl6a\Y)Ha •...• Y1F1TE4 b TLLIT Jr.,P.E. Ga 1!-fi! 1/141 FLORIDA 4<.Aa18]- 5NCE7 IT OT I] [ a F „