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HomeMy WebLinkAboutProduct Approval (2) Florida Building Code Online Page 1 of 2 q® -Do& l . I BCIS Home Log In I User Registration Hot Topics I Submit Surcharge i Stats&Facts Publications I FBC Staff ( BCIS Site Map I Unks •Search.I 010da � Product Approval .,r,:° USER:Public User 5 Product Approval Menu>product or Application Search>Application List>Application Detail Abe �Q A VV FL# FL11964-R4 r7j� S 0 Application Type Revision Code Version 2017 Application Status Approved �O Comments Archived ❑ Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (800)432-2204 ]rodriguez@easternmetal.com Authorized Signature Bill Feeley lrodriguez@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 11 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. R 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 17-08 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://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsxYIeb4opODchXga... 4/23/2018 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# 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 to provide hurricane protection. 17-097 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11964 R4 II EASTERN METAL SUPPLY,INC DRAWIN 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. 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 Baric Next 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 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 emalls 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 https:Hfloridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsxYIeb4opODchXga... 4/23/2018 1 I Ll ECO INC. TILLIT TESTING & ENGINEERING COMPANY WALTER A.TILLIT,JR.,P.E. tilteco@aol.com FL P.E.License No."167 PRODUCT EVALUATION REPORT FL FR Lice=No.0006719 REPORT NO.: 17-0726.02 DATE: July 26, 2017 PRODUCT CATEGORY: Hurricane Shutters PRODUCT SUB-CATEGORY: Storm Panels PRODUCT NAME: 0.050" Bertha Aluminum Storm Panel (2"deep) MANUFACTURER: Eastern Metal Supply, Inc. 4268 Westroads Drive West Palm Beach, Florida33407 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID# 1946). to the Eastern Metal Supply,Inc, Rule Chapter No.61 G20-3, Method I D of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2017 sixth edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions. 2. EVIDENCE SUBMITTED: . 2.1. PRODUCT EVALUATION DOCUMENT (P.E.D.): Drawing No. 17-097 (Revises Drawing # 15-045) titled "0.050" BERTHA ALUMINUM STORM PANEL (2" DEEP"), sheets 1 thru 17 of 17, including sheets 6A and 14A of 17, prepared by Tilteco, Inc.; signed and sealed by Walter A.Tillit, Jr., P.E.; dated 07/26/2017. This drawing is an integral part of this Evaluation Report. 2.2.TEST REPORTS: 0 Large missile impact load tests were -performed M n S -1996 standard as per section 1609.1.2 of the Florida Buddinqtco& 1r~1 gqp 4tatic-tLoad 6355 N.W. 36th Street;Suite 305,Miami,Florida 33166-Phone: (3-OxyRt"'91 X: (305)871-1531 PRODUCT EVALUATION UPORT NO. 17-0726.02 2 Tests as per section 1709.5.2, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report No. 0321.01-05, dated March 21 thru June 23, 2005, signed by Jose L. Mir, ATL Assistant Director and signed and sealed by William R. Mehner, P.E. and Henry Hattem P.E., Report No. 0812.01-05, dated August 12 thru September 8, 2005, signed and sealed by William R. Mehner, P.E., and Henry. Hattem,, P.E., Report No. 0119.01-06, dated. July 5, 2006, signed and sealed by William R. Mehner, P.E. and Henry Hattem, P.E. Tensile test reports # 5DM-377, by QCM Laboratory, dated April 26, 2005 and signed and sealed by Frank E. Grate, Jr. P.E., as per ASTM E 8 and # 6AM-87, dated February 9, 2006, signed and sealed by Frank E. Grate, P.E., as per ASTM E-8. 2.3. STRUCTURAL ENGINEERING CALCULATIONS: On 0.050" Bertha Aluminum Storm Panel.(2" Deep)for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated June 23, 2006, amended May 12, 2008 for hemmed edge panels, signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile impact under section 1609.1.2 of the Florida Building Code, as per ASTM E-1886, E-1996 Standard (basic protection). I 4. WIND LOADS RESISTANCE: 0.050" Bertha Aluminum Storm Panel (2" Deep) has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheet 2 of 17 of Product Evaluation Document (P.E.D.), drawing No. 17-097. Maximum Anchor Spacing shall be as indicated on sheets 9, 10, 11, 16 and 17 of 17, of Product Evaluation Document (P.E.D.), drawing No. 17-097. 0.050" Bertha Aluminum Storm Panel (2" Deep) has been verified for code compliance to work as a non- porous storm shutter assembly, as per ASTM E-1996 Standard, qualifying Wind Zones 1, 2 and 3. 5. INSTALLATION: Installation shall be performed strictly in accordance with the details indicated on sheets 4 thru 8 and 12 thru 15 of 17, of Product EvpjuatiorVQpcument (P.E.D.), drawing No. 17-097. Minimum separation to glap a aAn ltpted on sheets 4 thru 8 and 1.2 thru 15 of 17, of Product EvalutiA11ient( 'Q.), drawing No. 17-097. D a p�. �� -rte .•�t� PRODUCT EVALUATION REPORT NO.I.7-0726.02 3 6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheets 1, 2 and 3 of 17, of Product Evaluation Document (P.E.D.), drawing No. 17-097. Anchor specifications shall be as indicated on sheets 115, 6, 6A, 7, 12, 13, 14, 14A and 15 of 17, of Product Evaluation Document(P.E.D.), drawing No. 17-097. 7. LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 7, 8, 9,. 10 and 11, indicated on sheet 1 of 17,of Product Evaluation Document(P.E.D.), drawing.No. 17-097 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida EB-0006719). IVO ' ID 11 y/ L Eb„� s4�tA GENERAL NOTES 1.STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th EDITION)OF THE FLORIDA BUNTING CODE.THIS STORM PANEL SHALL NAF 9E INSTALLED AT NOTES. HIGH VELOCITY HURRICANE ZONES (MIAMI-DARE/BROWARD COUNTIES), 8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS,S.G.TAPCONS, ELCO PANEUMTE.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 ENTEHILY 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.NOT EXCEED THE MAXIMUM(A.S.D) DESIGN USINGASCE 7-10 RATINGSOINDICATEDINSTALLATIONS A ON NSHEETSE 2.7,,17 FBC9 THRU 107,SHALL VM NO OSTUCW5 USED SHALL BE I 1/2'LONG MINIMUM SHOULD STUCCO E%1ST,AND 1'MINIMUM FOR WALLS 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 WIND LOADS BY MULTIPLYING THEN 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/W.X. (A.S.D) DESIGN PRESSURE RAT114GS INDICATED ON SHEETS Z 7.9 THRU 17. IN 8.1)& 0.2)ABOVE. N ORDER TO VERIFY THAT COMPONENTS AND 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 ALLOWABLE STRESS FOR WAND LOADS WAS NQL USED IN THEIR ANALYSIS,A DURATION FACTOR CDm1.60 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 NPACT 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 IAB REPORTS# 0321.01-05. !)0812.01-05 AND 8 MANUFACTURER. 0119.01-06,PER ASTM E 1886-02,E 1995-02 AND ASTM E-330 STANDARDS,QUALIFIED FOR WIND ZONES 1. 2 AND 3: MISSILE TYPE (BASIC PROTECTION ONLY)AND FOR INSTALLATION AT NON ESSENTIAL FACILITIES AS DEFINED BY SECTIONS 6PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS 1 THRU 13 (SHEET 4 THRU 8) EXCEPT THAT HEADERS 2. 3. 3A& 4 SHALL NOT BE USED. 2.ALL ALUMINUM AND 8..2.1.2 OF SHEET METAL AL E 1998-02. 7.PANELS SHALL NAVE.5052-H32 OR 3004-H34 ALLOY. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS 3.ALL ALUMINUM EXTRUSIONS SJJALL BE ALUL41NUM ASSOf�IATION 6063-T6 ALLOY 8 TEMPER UNLESS OTHERWISE NOD, TO BE ATTACHE TO INSURE PROPER ANCIiORACE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR STORM PANEL COMPONENTS 4 STUDDED PLATE AND 49 SNAP CAP ARE PATENT PENDING. WOOD FRAME BUILDINGS. 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COAD CARBON STEEL AS PER 9.THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS DIN 50018 W/ 50 ks;YIELD STRENGTH AND 90 ks;TENSILE STRENGTH&.SHALL COMPLY W/FLORIDA BUILDING CODE CONTACT WITH THE BUILDING TO PREVENT WIND/WIN INTRUSION,CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL SECTION 2411.7.3.4. LENGTH. 5. BOLTS TO BE ASTIR A-307 GALVANIZED STEEL OR NSI 304 SERIES STAINLESS STEEL, WITH 35 ksi MINIMUM YIELD STRENGTH. 1D. (0) 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.ANCHORS TO ARIA 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 TAPCON ANCHORS AS MANUFACTURED BY I.T.W./BUILDEX. PRODUCT, BASED ON THIS P.E.O. PROVIDE HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON 71HIS -1/4'0 S.G.TAPCONS AS MANUFACTURED BY ITN/BUILOEX. DOCUMENT,CONSTRUCTION SAFETY AT SITE 15 THE CONTRACTOR'S RESPONSIBILITY. -1/4'0 PANEL MATES ANCHORS MALE OR NAS AS MANUFACTURE BY ELCO CONSTRUCTION PRODUCTS. -1/4'0 X 3/4'SOLD SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY COMPANY. (c)THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY MIY NEWS. NOTES: (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCO14 ANCHORS AND S.G. TAPCONS IS 1 3/4';FOR ELCO BECOME THE ENGINEER OF RECORD (EO.R)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER PANELMATE AND ELCO NAS IS 2". USE OF THE P.E.D. ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER 10 THE RED.ENGINEER, SHALL SUBMIT TO THIS LATTER A.2)3/4'0 SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. NO EMBEDMENT INTO THE SITE SPECIFIC DRAWINGS FOR REVIEW. STUCCO SHALL BE PERM97ED. -1/4'0 -20 SCREWS USE SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND 1'MINIMUM FOR (0) THIS P.E.O.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD WALLS WITH NO STUCCO. THAT PREPARED IT, A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,OR PAVERS BE FOUND ON THE EXISTING WALL OR 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATE 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)&A1)ABOVE. OPENING.LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. (8) TO EXISTING CONCRETE BLOCK WALL' -1/4.0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W./BUILDEX. -1/4.0 S.C.TAPCONS AS MANUFACTURED BY fTW!/BUILDER. AAAAIiA�i�� -1/4.0 PANEL MATES ANCHORS MALE OR NAS AS MANUFACTURE BY ELCO CONSTRUCTION PRODUCTS. jAUcr� -1/4'0: 3/4'SOLTHIS ORAV/UNG SHALL ONLY BE USED TO D SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY COMPANY. 4lII�L7� Tljr%�_ '��Cl OBTAIN PERMITS IN THE STATE OF FLORIDA NO.44167? ) ? FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) C75r7 mrim Ox. 0.050" BERTHA ALUMINUM STORM PANEL Lc. (2.00" DEEP) aetwn ea EASTERN ACETAL SUPPLY, INC °'a4`&&" 4768 war ROWS G0M1£ TINT TCSTMG k ENGINEERING COUPANY WSr PAW MCK AL W07 ".Pm n aIw PHOW..•lS61Aza7-a7e,7.rA.0(560W-1716 17-097 Anw.(bm1]T-1510.ry:(=)a" CPAMJ.'G Kn RDWEe-0058718 0Ut WALTER A TILLIT Jr.,P.E. �K DA lie.44187 SXECT I Or 17 i4.la;'(TOTAL V,gDTH) �'''''�'�8.151'(TOTAL WiDTH) j 12.000'(EFF'ECI?W WIDTH) 6.000(EFFECDVE tMOrx) 1.070" Al a%w..tOt£ ).070"--+ ( 1.070" 14.880'- ?--%-1,170' t , r -''1 jL ASD DESIGN PR_F.SSt�F rte771YC (n s pp) AAJ i j r t 0.800- rYP. 1 QA�As APPUCA911', ! p�mP.l i CORRESPONDING MAAWN FAAK FAArFNr2r 'T<SCFLEDULE o �azso- H .? o 0.250. $ p �i M1y o PAAWW RBTADM AT RM PANELS RETARM AT).EAST � --?2.020'�-- -i 2.020"'�- � � --i 2020"i-- , ENDS Am TRAM IN ONE OF TAEIR ENDS FULL PANEL W/�/ MMED EDGES HALF PANEL W HEMMED EDGE5 �cKs OR DIRECT MOUNM* ®®Q OR QD* _._._.-.._-.14.375'(TOTAL Wr'OTH).-. ----� - 8.425'(TOTAL IYiDTH)--.-----j As'MZQWD`ESESVN ,,,..P,wa LEMON A,&A'DESrOV ,Af,.PANA LCION 12.000•(EFFECTIVE WIDTH) I 6.000(EFFECTIVE WIDTH) PRFS A ' a(RJ PRf550RC RARNG L(m; 1.070 170 ? 1.070•; 4.880"---- I 170" test) 1.070 - (- AS APPtKAPt1,� 1 t Q A� F.� } � +J0.0 -30.0 f3'-0' +3Rp. -30.0 13•_0• 11,� ® 7rP1 f /f.oSD•mr.) �� A6 11raJ I �•a5'D"m-r.l i 'r� +35.0, -35.0 12•-8' +35.0, -35.0 i2'-0' g +40.0. -co.o 12•-4• +40.0, -ao,o rr•-J' 0 0 -1 2.020' 2.020-' -- ..4 2.020'jr --T +45.0, -45.0 17'-0' +45.0. -45.0 10'-0' OPTIONAL FULL PANEL W/0 HEMMED EDGES OPTIONAL HALF PANEL W10 HEMMED EDGES -0, -50.0 11'-0' +50.0, -50.0 91-0- QI STORM PA +55.0, -550 1o'-O• +55.01 -55.o 8'-2- NEL SCALE. 114'- 1' +60.0, -600 9'-4' +60.0• -60.0 +70o1 -70.0 g•_p' +70.0, -70.0 6'-5' CONCRETE ANCHORS(SEE SCHEDULE) +80.01 -60.0 7'-0" +80.0, -80.0 5'-8• +90.0, -90.0 6'-J" +900, -90.0 8'_01 I 7 -1 T! ; 1 I j . 1 7, 1 r +9o.0, -100.0 .5-7' +90.01 -100.0 '.-o. +90.01 -110.0 5'-1• +90.01 -110.0 5'_p• +90.0, -120A 1+90.0• -120.0 4-9" h .� +90.0, -730.0 v *NO MAX.AS.D.DESIGN PRESSURE RARNG&MAXi1AUM /{ A PANEL LENGTH FOR 1NTERMLLY REMOVA&Z PANELS AS PER MOUNTING INSTALLATIONS ON SHEET 7 OF 17 IS 2 +50.0• -50.0 A.f. W/88'A!AX. PANEL C LENGTH. -- - _- - MAX.A�G�DESIGN PRESSURE RATING&MAXIIADM p FOR 410VAMNO AS PER ALT£RN4T7✓£$11 AND 14 ANDCONCRETESTORMS PANELNEDULE) --r u, ,'T1�It '��A;,i•<7L�t�`�..� AND o p. oFpO.g>�FaR PiM 14AF PiaE`i0B'PMl �G.Ns TYPICAL £LEVAT/ON �� p�i� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) No.443 S7 � IUW7 rarLrv,me 0.050" BERTHA ALUMINUM STORM PANEL LC. `-I/4'Max. GAP 1/41 Nax. GAP--i ;' r C _ 2.00" DEEP) Qwsow Ol •v �-6i��,e EASTERN METAL SUPPLY, INC Lm 7r.- :p /•*Y. ' P�•:'.�,`,4°t+leiA �seR wsn Rnws aarrr TIWT TESTING B ENGINEERING COMPANY +EST-6fALYl,R ws SECTION A-A PN0.Y^(561)709-676)F l E561)B+1-1776 17-097 f()f?HL rw,.,4x51r EBI�O6?79(msNrr-f!]� cit q ms.or. ae[ r. armr wn QRA6W0 Nn 14 T.S. s .r WALTER A Tlitl;«r. P.E dD rsa3 ¢a~ FLOPoOA Iia 46167 SItEET 2 Or 17 0.000 OP.Y a0lo& 2-W*— T— ?14-.-20 S.M U4GVW W1 NUT&WASKR 0 T T .090'- .0.90' n 'W0.• N---ji L-2.125-_— xr-e 41- _. �.J L JA'. LD Our OPTIONAL x- Max. -u- w1w our Hume 4) 5' MAX ANCLE BUILD OUT 884CKET i020 Srw jwl I AW PAM=SW*w W., v �J750 0 ONSMcnaw ww'm v RE Ajl =lr "W cem *"b. REVERSED "F-ANGLE TRA (9) STUDDED ANFr 2-X5 XJxt18 —ag� Mae W. AMME WITH MQ 0.315, 4397, tl is '0j;? .175. �a^1,-20 Fill M snum S. i- A. ou-";57W 914-mv ra PLArE -0, 0 12,ac I.M.8u, S_ 3 mee-(D LdRGE KEY HOLT f0priom I SMALL KEY (QUE(OPTION 2) 12A ROUND HOLE AT PANELI W..085' @ KEY HOLE AT PANEL @ % No.44167 2199' 4 all P-•N A L FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone), sx4p CAP 16 BO.�AMNGLE YAM 02017 MInta 1= 0.050" BERTHA ALUMINUM STORM PANEL Lr- r. DETAIL 1: sTw wl w&G vur (2.00" DEEP) a't4WJ ff� 0712SIll EASTERN METAL SUPPLY, INC a4m. COMPONENTS42M MW Ra4DS DRW T�T TESTING&ENOWERINO COMPAW WEST P"Er"fL M407 a0.w GaOp:s.ft"I" rAX'(50060-1716 17-097 wl.I—(3.5w1-.Wlll EH -0 00971 g .. — — W. — K. :Yam nLuTam b. p I FLOMD A- 1-. I h -L7 �- 9 Cant. POORCO CONCRETE OR TIC�. CaX t7F ANChUW --- ya�i C12ACRETf ANCHORS O BLOCK WALLt i PO97b7u«j rnnrRFrE k a ORS ` rsEE scrr£v cF) r.omT rsEE 5cr+cauLFJ ` \� 3 r Nn. _.....I. Crnt. ___ .250' COt1L'R£f£AAtifiORS .500' •-^'�+iR leu. FOR N' �-- , �4 : PCXXfic0 E.o E CL POURED CO \ i CDNCRl7ECaNCRVr RfW1RfDT 2 , i i cart (\ Cant. 1 AST. AKA7DN r h 7' RATmN SfPAj TO CLASS 7o GL+•55 t r �t•Aan.$EPARADON w gj TO CLASS L oPrrom is An �f, j CokCRETE a+cuoTs SECTION_ 3AA6.SWARMN- 2-0--J.f.+4- 10To CLAs osW /a- //7 oW#iLNUToCONCPra " CLOCK I7ORm REQ UsIRcEnD COR E/ ;nAr/FW) W CoAc6m OR rrfE� OR COCHt BLOCK WAU £O5PATN TO OfASRO040 dC CLOCK�ML (OPEN P11mv+) SECTION 0 ANCHOR �rr/'� /PCOO'/NURC�R£7��./ �trri -�)Ms�r NgOc'arhnst ST/rn,B32• ���¢�iehCXy-�' E 0. j5HEFFFTSsCNR£os,RtEo AsY rr) ' PCDacNoR CxRcERs:YF 3TF£oAAR��Orf)raRs/7 s x o'_P'T>-1d�Nh CONCREW ChS Cm. SECTION WALL MOUNTING INSTALATION ITT SCALE 1/2' T/iVO SCCAN@ANCHOR W f SECTION W 4 t a f i'.�'f✓//r �«1 CONCRETE -7 EA ST UD J a a. OR COCRfP-MWIL0 CONCRETE OR CLOCK WAL CONCREE CLOCK WALL RFOUNFD eN COM. £D ORRC ROCK WALL foPEP aa. lcw«J SECTION 0 STUDRce f2'A c { i TYP, TOP/BOTTOM ' WALLMOUNTING INS ALTA ION +tam.PWc� T SECTION 4 REMA.W Ct.osm AT N 9 NOTE FOR COMfytNATION Of 5==$: iSSi)A `• yr�•" NUHHICANF COHOJTIONS SCAL£-, r/2' f' SECTION®S7U0 �; ��' l,• r;. WALL:1f01RJRNG SEE7KNJ5 CAN 8E FLORIDA BUILDING CODE Non High Velocity Hurricane Zane WALT MOUNTING INSTALLATION conraTxED WAVY WAY 7r1 suT ANY Nst�uAnoM � 1T ( $ 3 a3orT rsTFta rC 0.050" BERTH(2.00"MDEEF)STORM PANEL oR4ur og tLTA1t of strr v a srun Y Oro ALsa FDR EASTERN METAL SUPPLY, INC WALS NOONRNC rNSTALtA710N-SECTION 2 OW) _^{�+' �!' `n'x"' 1pe, 12M WEST ROAM ORNT •r.h'. at MW TEST{NO 4 ENCSNEMNO CONPANY WEST PNJ/afAC1L f7„.xl4OT •+p•��a°4 6]SS N1W,xnw 6t,tw..rs.uuC:icR Q•RifU,4 R.Aab4 Pk3NE;r55tj169-8387,fA�(36Q841-fJfb 77-097 �• At 4 rtume:(xAst,-,6!e.T •l:ml7et+_rYar ,ax n omronro, o.0 ownne+ att ORAW2tY No E8-ODOSI�is A T4L1S b..P.£. as r6-aai it4in SNEEP 8 OF tT__ itARfOA tic.411 ET - --�- -` I SIX@ SET OR aCO r.ale PAmamArE CR S.G. t�PCON5 � &rR NUT O E1•E'RY Shia COW.:RErE AKdrO.CS p, O®� w/r/+"d-70 sKI�WAr1f 2:N.T OR o i o rz•0. G } AT PANEL/a GOVCRETE At='ORS (SCE SCh'f:XRE)\ ,� 1'Win. LLZyCR£iE N7GYORS E,a. (ser SCRComr) f--E D. OR�? VJ 13 w/f/Ib-?a 7RUSSTiFi1D 8Ot7++ '„ OR SG r.1PC41t5 f. 3 Cant lSEE SCt/COVLEJ (SCE SC7fEarltE FOR SPAClxo) .�...,.`\ 1 i \f ?OUREO LYNJCRETE 1 I MOV-R&DCpNCRETT,' VVV 1 ROOREo--� J"-+f i �• f• *+��'•.\ i RFan>uo Ea.i to �� POURED P*vREo CONCRETE ci 4 CaNCRETE —`�..-'r OR Couc.V. W i rALTERN:-mT i NLOCK WALL FLEG toom REOWRM •�`},, t y i { 4 Gent Lb.iC i �� s ` s r •^. ; 1 t/I'a-70 s 3r/' I i 'xBOJL/J.�?BRL i i i 17.2 14 ' r _ OP1! E[ fi 1 t i i lSfEFDOt� � SECTION SA � ' � i ' r ` x fy}� s t`Mot SMARADON r'Lrti.SEPARATION i SCPARAXRXt' f TO GLASS i TO MASS r CJ TO GL155 i v:POtxf£b i E i n j qa a WREa;� i i o/I6rr' a/GO? • t 7.7-1,117" �/ tvRr sm0 COACR aRms :� f/•�/ i t { a / T- ; s„` 7 1 &LOCK WALL s 1 ' T,t?3' CeaL REOtRREO 1 OPTTOM It2 POVREO 4tlNGltE1F 1 Pomm CONCRETEPED - SECTION 5A REauLREO REdOXA E J CW.'L'RETE M'GNOIN E.D. GoNCRFTC ANCfK:WS / SOUD ScT OR ELCO mole PwllCLAKTL EAR S.G MPCO"IS f lsEE sGxEDutE) tar sc EDULE) c a, o Q aR 7r w/r/a a-7a s aaraux sair oR a-f 0 OR®W/@ iN/f/x o-70 TRUSShrV bUr+ + SEC POR ACAV �— -- i !CEILING & FLOOR MOUNTING raFrT ) LL MOUNTING INSTALLATION �D rx/ ING & FLOOR MOUNTING � 1NSTALL4TION — SECTION 7 �,.N 3oa, TroN INSTAL I ATION — SECTION 6 — SECTjQN 88 st�cE: :ir_ r F TO GLASS SCALE: 1/2'. r' At; WaNino SCALE:r/?'_r• i r EVERY STUD g i ; orz•aa Coral. 173' �.J.. //✓�////+' ////ff irr // t#f�triryllilfJJTIT, PJUREA CaRGPEIE• T" - / £.0. ET.CE pSTAW..L1' ttri,(�,5� Ix N- RCGUWED / !sk SCRCDULE ON l / cavcnETE AA NORs� E D, sTxzTs a Q ro a 0 167 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 4 (SCE sGNEDUtE) •; e7arr TeTEn0.me 0.050" BERTHA ALUMINUM STORM PANEL La NOTE MR CaiehATXX.'OF SECTAONS: y* y (2.00" DEEP) Mw S7: 8 ILD—OUT & FLOOR MOUNTING rrAu j'oavtm#vG mouNnw SECTIONS a4N 9E /�"" EASTERN METAL SUPPLY, INC rm or/sd/rr COUSiNED W AWAY TO SUrr ANY 1NSFALLAROM t 1 f �`.: hi L r E v®I Ne, am WEST Reaps DRAC arc INSTALLATION ATION - SECTION S �+/ j8 ?' G�r d nLUT tESnNO k ENGINEERM0 COUPANT WEST REAGrt n JJAoT 17-097 •' aasfi nr.raU. s..ro>.Mme,oa'on a sisa FrroNE•tddr}7oe-d?dS Fax:t3aLidxl-irrd sruE:r/z - r `S'S!{Jwn&TEs alis •S3i �. aR auw cAn '•• WALTER A,MLLit 1r.,P.E. m raal a� SHEET 5 Of 17 FLOFADA Lie.41e - - - - -- CONCRETE ANCHORS SOLID SET OR ELCO mole PANELMATE OR S.C. TAPCONS (S££SCHEDULE) \ r -- 41 0 12 OR© W1114-0-20 SIDEWALK BOLT OR 0 POURED � 2 13 V11114-0-20 TRUSSN£AD 80LT+ + X7/8 o x 3/32' CONCRETE— OR©WO , © / f WING NUTS 8 12"O.C. REQUIREDED. t I EO (SEE SCHEDULE FOR SPACING) \ / AT PANELMAT£S OR j` s.c, rAPcONs \ I -- � 1 I • I I ? I 4 Cont I f I I POUREDCONCRETE REQUIRED I I I W E. D. EDGE DISTANCE �•, 2\ii \ `\ 1 h j 2 (SEE SCHEDULE ON I SHEETS 9 & JO & I)) i i W I t 1"Min. SEPARATION ! NOTE FOR COMBINATION OF SECTIONS a i TO GLASS 1 " WALL FLOOR CEILING MOUNTING SECTIONS CAN BE 70 GLASS I'Min. SEPARATION ! ! �' COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. _q II j I I I I W t I t V 3 2 SIDE WALK BOLTS ARE 3/4 0x3/327HICK 2 W HEAD MACHINE SCREW W/LENGTH j I j 7/L3"O x 3/32" j 4 AS PER NOTES A.2& 8.2 (SHEET 1) WING NUT I 2 i EVERY STUD i { k TRUSS HEAD BOLTS ARE 2"c"xJ/87HlCK i ` 4 12"0. C \ I HEAD MACHINE SCREW WIL£NGTH 7/8' s x 3/32' ; AS PER NOTES A.2 do 8.2 (SHEET 1) i WING NUT 0 EVERY STUD j ® 12'/0. C. ' ( Cont. ALTERNATE LEG I o POURED EJ/ i`S LOCATION CONCRETI OR CONCRETE - �------ BLOCK WALLI, /3� REQUIRED �i y I / -----r' o j ' ! 'POURED i t 1•�� -r'-i I LCONCRETE i + i REQUIRED EDGE OF SLAB IF CONCRETE ANCHORS`I CONCRETE ANCHORS APPLICABLE (SEE SCHEDULE) i (SEE SCHEDULE) £.D. , 1° CEI ING & FL Q ,,M UNT NG INSTALLA T10 >� Cont. k. ;, S I TOT✓ :'•V F •:,p � FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) WALL MOUNTING INSTALLATION v�' ( �° J"iy} 7 j oi017 rarEM rxc 0.050" BERTHA ALUMINUM STORM PANEL (2.00" DEEP) tdilN'N en SECTION 9 -: . .. . , EASTERNl6°rMETA°Ld SUPPLY, INC 4M11LIECC VLSHTILLT TESTING&CNCINCERING CGMPANT 09SCALE 1/2' 1" )PILV BFL7' MG74I-nre 17- 7 � (wlen-1170.rm:C.=s7nt.ts» oruprHG,w WALTEEB—=6719 R A nUff Jr..P,E. a'D,-a.1 /•Y/+ FL0.4sGA Uc.4s187 SN[ET 6 Gf fT EXNSAt� I P9TOR?S4'X 31/7/77 14OI'' `9RKX VEYNER 'Al r 3 b/Z"f HxKr` nrtR 1 7/9 l tNt/ M70 to WX CONCA 7t HLOCx ,r CONCRETE BLOCK -' R 2'To CavcRur ;- /�/ d•2"TO CONCREX f t 4;, ---g b -; R ---- -7 7 c � �fw �' 1 # J •✓/f�,°fw ..�t a T / � F i � /L ,,• / 1 r i �N i It 11«*,rd"a�s7— -tX7571NC I i �' 1/9 a'rH"ELCO mate t_.[xn W4 Y POURED CONCRETE \ PANELFIA7£ OR r/9'a .+STEEL ANGLE`LINM I i motD CONCRETE �P,IANi,/,411F W ANCHORS OR 119'a STEEL ANOL£INTEL OR CONCRETE BLOCK- e� .TAWCOI'NS OR MALE AS A�PUCARLt ! OR Crfi'CRETE BLOC7C-" AS APPErAftEWALL REQUIRED, fMAKI.NATESLE FOR SPACING). WALL REouvro i: TAPCEMA S 719'a ELCO 1NALE t i � PANtLaSATE5!S�50vFTiCtLf FOR SOACAo} � opmw#T h SECT�aN 1A4 W OPrrok SECTION 1.1 w+ rWN.SEPARATION I c5 TO CLASS t 1 { ti \ BRICK SILL 719' x 31*" 1 is.BOE7s Wo Nur r1w0 a 1 i E.D. W EDGE O/SrANCE ON 1 1 r/9'L1N. : :✓��f � f ' 5@,:WALK&4X SS AR£J 9 ar J2hN(Cx i ACHAT CION H / d` % �OAS T NOT£MR COA'aWAT9W OF SECWHS: AS P TCS A2 d&2 E 1) 2'TO CONCRETE ++ 1 i L�tL/FLOOq/Ct?fRaG t,!OUrrnNG SECROrtS CA+`t BE T/iD351+FAD sOLts-:131( REJ:LhE arrlH7rtuyc f i f r�' yea t j C!)L.18LNtD 1N ANY WAY TD SILT ANY 7NSlAlIATLON. AHS PER NOTES S-2 H,2(SHEET 7) J t t t k .fIF /,f /t i Leaf= k T14 r;jlrslAriserp j. a' i - Mair, f IX15ThYC f 1N lift p�n _ $5��4• CG74S ••, �'•. � y FLORIDA BUILDING CODE (Non Nigh Velocity Hurricane Zone) PCOhrd NTE BLOCK ti ? L/9bAH'fLCO mda i oR CONSRErt siocK� Pi«xA+ArE nAs ANGHOPS aR r/A'ao.Q � =00 rarra rc O.QSD" BERTHA ALUMINUM STORM PANEL L c WALL RECYJ.itED TAPCOHS OR 719•a TWO YALE PA'YEtdt4TE5(sEE SCHEOME FOR SPACVV). i., _ (2.00" DEEP) DaAm He EASTERN METAL SUPPLY, INC °'09TE5t, �Ir 0 QUT INST.4LL4TIQN j� /� SMC 42MH KfST ROWS GRPJE S C W tit MY PAW':EAM Ft,3:AOT �" RY•V+ a41 Sii.LIT TESTW4 8 EtiCINEERiMG COMPANY SECTIaN 1 1 » wro tt n- . . fast t-?ns mwmr 7 1 0.11!H.W.M.SL Ar.-�Y'.tSflL'wA GK�dl.M1 LIN ( , I C '—'o Nn c G1osYT7Ed�W�87i3(aa6pn.,fga m.lm toanW+ oezmrm. r++s ORAYJmtO+ra SCALE,1/$ a 7" it tR�4 V1A11[3i A 13tE1T A..P.£, a�P�'w3 - m- _ __ SWEET el,OF 17 - i1.ORiDA lic.9416T 77 ADJACENT INTERIORLY ADJACENT - PANEL r-REMOVASLE PANEL 114'0 TAPCO14S STORM PANEL CONCRETE ANCHORS O C. W/7 112.Nin. THREADED 114-Max. GAP 114"Mar. GAP AT 6'O.C. --rNEM770)v TO Extsnmv WOOD HEADER. P POURED CONCRA7E REOUIRED To ANY OTHER TRACK C�L SECTION B-L? ORA OrHfR SCALE 1 112*- I' TOP TRACK WOOD WAVER W1 718-X 3132* RECURED ip WM NIJqS AT 6 *8 (BOTT) 12A.12B a (BOTT) .............. -�DAtuTCENr SOEXALK BOLTS. PANEL Y//718'x 3132 INn7war 114"-20x7'SS WINO NUTS Al I j REMOVABLE ADJACENT W MDEIMLK BOLTS, 1/0'X 3132' • -7 3 OVERW STORM PANEL W/I ='NA112' Min. SEPARATION WANG NVIS AT To C�z EVERY SNO -7 1 70 GLASS OVFRL4P 0 12'0. C. 7 Vp POURED t CO?XREM OR CONCRETE 94OCK WALL 0 # I ( REQUIRED EWRY STUD r- SWV SET OR SC 57UII 7—114-0'CLCO PANEIU47ES JA- J OR PANCLAMTES At I OR S4 TAPCOAS W1 2-RIX 0 6-oC,AT A r 0 i24-a C. M-ETA4770H AT m7D*1DrN PANELS k OF pwr a 6,or- a (BOTT) I 2A,128 (80TT) 0 ADJACENT PANELS WALL MOUNTING INSTALLATION -WALL MOUNTING INSTALLATION SECTION 1 SCALE: 112'- I' SECTION 128 SCALE INTERIORLY REMOVABLE STORM PANEL _INTERIORLY RE-MOVABLE STORM PANEL SECTIONS PARTIAL ELEVATION MAX. A.S.D DESIGN PRESSURE RATING +50.0, —50.0 p.s.f. SCALE 1 112'- I' %01 . ...... FLORIDA BUILDING CODE (Non High Velocity HU"ICCne Zone) t 44167 .2017 YVECO, 0.050" BERTHA ALUMINUM STORM PANEL Lc 140. (2.00- DEEP) DRAWN ITI, 02/26/1 7 1LIEC0,14C. EASTERN METAL SUPPLY, INC 1 KEsr*oos Ag" r1LuT TESTING&ENGINEERING COMPANY P"E&Vf,FL 3w? ou PHOW."'T)209-8W.%FAC 061)8# -097 ........ 77 7,ON.F— E6_0=671. 0. WALTER A.nLL1T Jr.,P.E. 1 1aro,s-ors rwa FLORIDA U..44167 t1 1 -1 . ---4—,—11 1 OF 11 BLOCKPOURED �OR 1/4'0-20 S.S.JAACHWC NSCLC REA'1+RFD BOLT"0.W/NUT&WASHER W 12G 2.500'Ar,.--\ (SEC ET EMCN/O4S h TWWG NLtfJ' CONCRETE ANCHORS POURED CONCRETE O t1'O.C--` 2.S0J` } ..... 1 C.N. 1, EY£RY STUD CUJ AWfi QR CONCRETE BLOCK N:n. B t2'O.C: LEdtt REOt7.RE0 ' t, r.0w tfi COA'CR£JE ANCHORS POURED E.D. 9 6 12'R G CEDUJRCD "= AMWATC U0 LOC4170Y o RNCn. ?' z' .055'70 + 2'r 5'x.055'C-1. AAIM.AA4^CC OR H .080'3105-H154 SHEET 2'r 4'r.J?5• METAL M- BEND PLATE J1G5-N14 OR W"-76 ALLOY Cant Al—ANLL£ i SEPAW704 L.AJE 1 (Plan) ' TO SLAWCASF A (Plan) a SCAtF.: 1j4's t" SC4LL:• 7/4' 1- 2'x J'r.033'3105 H-74 OR W7N Ape ALLOY Cont Akan.M2Y,C 506 A75 ALLOY oRs O 12'O.C. GSI T l,p'10' 7/8"r 3/J2" 4� FViE PANEL 1/4' 12, ' N - _ !2'O.C. 1 ` POURED CavaRneRED VARES J'. OR CONCREIE BLOCx Max. iYAfL REWIRED 1.oLro' 11 cm 1. oRDconc� x W14L CASED (Plan) POURED CONCACTE f SCALE: 1/4' I` REQUIRED 1 t ismSCONCRETE AAACHDULP � {SEE SCHEDULE} E.0. X - BUILD OUT D15TANCC ^-'—TRACITS(1p) CEILING & FLOOR MOUNT/NG `'`°"•" r.sx----1 WS-TALI-Mm — SECTION f3 SCALE.1/2"-1• SMT C Q- EDGE DLSIAr" N T4/\\\C. .45105114 OR cm-T8 ALLOY �SCSMILE ON WIJAM r cont At. ,St7GLE CASE B (Pla CASE E (Plan) NOTE FOR COUBINATION OF SECROIJS: SCALE' I/4'- I" s�f9,;�At=-% '* £ND CLOSURES DETAILS WALL/FZOWCE1L7NO MOUNTING SECTIONS CAN SE ,{If'�A T/t�„- COM&N£D IN ANY WAY TO SUIT ANY WSIAU.00N. ,4rro fJ''T.-^°'«_ 4 n N x,111 �'�`,�vEPIS{c•'':,'5'T � FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) o�r7 nrFETL rx 0.050" BERTHA ALUMINUM STORM PANEL L C. I�+49167 {2.00" DEEP} D44M m: 4 EASTERN METAL SUPPLY, INC ^07/'20/17 !�(} !► rY tt IL E Cp�V,.-. 42M NEST RO�OS MW � •+ i�liit TESTING d<ENWNEER�NR COMPANY NEST PAIR BEACN.FL,33407 Fwa (Sa1}T0s vs3.rAa tsar r_17" 17-087 ctg ass w.r.4an.u_s.. NM:,.4 C4.m.s n ma +yr A� i! B.ss.6) £ 19(Scalnl-ial� �niw runnK+. un taunvri o.rz fAC4p'wG!.b V 4 1 1111FR A.T"Ur"'.. SHEET 8 0L 17 rJ" TLOMMX L;.44167 S __ A(d X11/lIIII ASD DFQIGN PBEWWRE RATING (2.s.L) AIVD CORRESPOND7N ASdxn� ANCfiOR SPACING SCURDMIX FOR 2LSYAUA77ONS A CONCM= AND COMB v E K= cmRr>rTtm> asLt talaw NAA.iS STAtn'0 RW(a.J I/I•.t �ro rn,A¢V ut YW Nn3XY6 JOKfl4 FOY L A.i W.. urns F A Ium4v PA'Q3 Asa acscu Am,1�eLr m txslsnRr 1xu+rAs Irms scv»sn sawcn9 .L�l7wms vA+umrr IVIS LYCZNS/e ua v cam .W1PC G•1J AVr N1661NIdpV rOGTI i'(It) A�=X 14^rOVf tEU A7 SGTA•LVf PAIYilN1E A,1Y(LINlr flaT AW R'.SNArU•/ LIKM 1'(a1 m 12' ro.1A m CITLER m NAR.Vr m LGSOPEIE'm AWilVN ro 0.UV.ilt m ItL1:1Rr m NK'1TrE m Lf{ATRT OT R/d 6.L1 ro¢lKhYir 10 utraAr ro maaA ro a♦IAIWY m Q111L�Tr1r m•1Ar6'R' ro culu3rr m NUVRUr m Ntx11I' ra•4fd Y a fR 17' N/A I1' f//A u' WA f7' WA 12• NIA I(TOP) I2' WA la' N/A W WA 17' WA 17 NIA 1(7m 12' 11' @• 12' IT' IT 11' 12' 11• t2' !(BOIRAf) r1' 7- 12' 1T 12' I2- 12' 17• u' 12' 1(G077CN) Ia' WA 17' WA 1. WA 17' WA 17' W 2(TCP) 12' WA 17' WA 1. NIA 12' NIA 12' N/A 2(IM) 9- 9' ➢' 9' 9' 9• D' 7(BO7r0Y) 9' 9' 8' 9' 9' D' 9' D' $' 9' 7(8O170V) D' N/A D' N/A 9N/A 9- WA $• N/A JA(TCP) 9' NIA 9• WA B' WA fl' WA $• NIA 35(TCP) 9' 9' D' 9' D' 9' D' 9' D• 9' J(80770N) D' fl' I D• 8' 1 9• 8' '. 1 9• 9. 3(90710W) 12 17• la' 1z• u' r2' 12- 12' 1. 12- 4(W) I2' r 12' la' 12' Mf2* 12- 12' I2• 7?' 1(TOP) IS- it' /2• I2' 17• 12' 12' 12' 12' r2' 1(BOT70V) II• r f2' r2' 12' rI' 1. 72• u' 1(B07TOU) D• NIA B' /1/A 9• WA P. NIA 9' WA :M(TOP) 9' NIA/ B• NIA 9' 9NIA 9' NIA 511(TOP) r2' NIA r7' WA Ia' NIA !2' NIA WA WA S(8L1r/0U) 8' NIA ll' WA /z• 17' N/A N/A N/A 5(80TTt7N) I2' WA !7' N/A I?• WA /(/A WA NIA 8(70P) B- WA f1 I/7- N/A 17- 12' NIA WA NIA 6(TOP) 110Q-<°.° u' WA u' WA r2'OR WA 17' N/A WA N/A 8(S77TOLI) G, H0.Q-10.0 8' WA 11' N/A 1a' la• WA N/A N/A 6(00TT011) Q4 LESS 17' N/A 17' N/A l2' WA 17' WA WA WA 7(rOPJ LESS LESS D' WA II' I+/A J7' WA u' WA N/A WA 7(TOP) up TO 12' NIA 1. 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W 112 THREADED PENETRATION % MIDWIDTH Z OF RATE. ts.-E SCHEDULE) FLORIDABUILDING CODE (Non High Velocity cone Zone) 1 0 TA�CONS Hurricane -V-1 112 Mm. ozon 0.050" BERTHA ALUMINUM STORM PANEL La A L TERNA TZ VE A L TERNA TZ ZE 10 (151lqMD PENETRATION mc (2.00- DEEP) CRAW.&I.' SCHEDULE) SCALE: 112"- I' SCALE 112" EASTERN METAL SUPPLY, INC 07,'26117 / 11LIECO,,.. 42M ftM RXIOS DLIAM. 'nuff Tmoto&ENGINEERING COWANY —PALM IWA-lk 01.33407 17-097 INSTALLATION DEWLS ON EXISTING WOOD BUIL (5111)641—;716 i — OR4wir4G Na WALTO A. ..."1..T" FW,,DA. '-47 p,E smErT m or 17 1 1 pMIN rAW.. BRICKCNLR tj.ex6•ELGD mato PARE-WE 7 T/8•Atn 2• BRICKlr4^ J PHNLTRARON� Mor. I-BRICKvFL'NE1R /"7/I bx6'HORS more PANELN,ATE f -NAS ANCHORS OR 7/f C 7APCSNS � i /{ NAS ANCHORS OR 7/F 0 7AR:ONS }} \ ((Y r (S££WHE'DOLE). ! t ✓ J� (m SRHEo-E). si I it ✓ r r! / / g ✓ - cl r 1.250" tj k r 500" I SAS«_ 250" //, ro t WOOD REOWITED !< '� %` i 3 REt7fI7RED .. i L7GSRNG i onY. 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FOR UP TO AND PAN'EL'S LENGTHS AS PER SCHEDULES ON SHEET Z 78"PANELS LENGTHS, AND FOR +50.0, -50.0 p.s.f., FOR PANEL LENGTHS GREATER, Z SEE ANCHOR SCHEDULE ON SHEET 15& 17. THAN 78" 3. FORW W A1�J71PfdL)rxjQ6.. NE WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO B£SOUTHERN 1 PINE No. Z W/SPECD7C DENSITY OF 0.55 OR EQUAL \�� ;• \\u v4�C'• RSO.44167 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) NOTE FOR Camam w"i OF SECTIONS; �*' � '# 07017 T"ELD.LA: 0.050" BERTHA ALUMINUM STORM PANEL T c WALL UOUXEDN A Y WAY TO CAN 8E (Z.00" DEEP) DRAWN dr• couerN£D 1N ANY WAY To sulr ANY ITOS ALIAT7DN d J 2' EASTERN METAL SUPPLY INC _ r IL E C O SpA:. orf V IYft.rG ES::Kw.]ftn.S!.Sa.SSS.NP4a31 iwS[15.R T]rSi TCP M1 ROADS 7IWT TESTING R rla1NCCRiN6 COMPANY WEST PAW BIA . 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DESIGN PRESSURE AS SHOWN ON SCHEDULE FOR PANELS LDIWNS EOu4.OR SNORTER THAM 10'-0" IPArwo WITH 7A•M°..PANEL LENOINS OR FOR UP to.50.0. -500 P.Af. •• vAuo ONLY FOP LM To 706'PANaS LENGTHS, MAK ASD.Lt MSW PRESSURE R471NC MIN 96'Mw.PANEL LENGTHS _1)IYrIr19Ay.yy !F ,y. 1 N FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) a.4167 S 02017 mTtza,a= 0.050" BERTHA ALUMINUM STORM PANEL La -_ (2.00" DEEP) DPAON or., ~„�Q•(••'•�}JIi} ..�"t1r���W c1lti! 07EASTERN METAL SUPPLY INC AM 12 nJr TEsrWe k ENGINEERING COMPANY p16 px URECS.R.M407: �V 11` aav k•.x17 a_,S7x]a.v8rtra0",:1ann pNE(1 61.-BBr,Fx-(161)8+1-1716 10.47A—WW0G9N7 L -%s 0=1 WALTER o AJ 1 P.E. 11D r3.Oer /N/I - - � - RDnM-LI1.e M7 7 MAXIMUM ASD DESIGN PRESSURE RATIN (n•s•f.) AND CORRKSP0AfDING MAXZVW dN1'NnR SPACING SCHEDULE FOR INST TT TIONS INTO WOOD FRAAff RUILDINGS AIP�106099 FA57ENO4T AFPlr4=70 NalnAHM A20.OLSE:H ��0 r py,�ylm NtLt1H1M;/• d MIC! �P FEQfA4 M�QW15 ALft2Wf125I a 4lYaRU/AwEt ASR Durso WGO IASJD/�S NJCTZWIIl75/D b YM9ILV Ma. (l ) T.re" SCtAA:OJI °, Alli EOItRNI1.MV SCTN+CON q Na'LO1Iwwm#I LowN Y'(0J P/L[TL.@' RE6YAAR S4WWLYH 9P�III ANY[:tllRNN/� t[ACM v(R) RAING W are" fxla C iN6 OF tNOI PA1YC(C'•A) TAPODNS is 'F�!. CF 77CY/ RIIYA:In.JJ TA.CGUT A4.4tWR n"s 6r ACY it, NIA fJ/A I(TOY) 17• N/A N/A t(HCP) 6 1/?- N/A I WA I(top) 11' NIA NIA 7(wrto") l2- WA N/A I(BOnaw 9• NIA NIA 1(BOTTONJ I 1• NIA NIA 2(W) 12' WA WA 2()rOP) 9' WA 1/IA 2(TOP) 9• NIA NIA 2(B01TO) 1?' NIA WA 2(BOTTOM) 9• WA WA ?(FA770AQ g- N/A N/A 34(!DP) 12' NIA NIA .T4(IOP) 6• NIA NIA J4(7OP) 9' NIA WA J(BonvM) 12' WA NIA 3(BOTTOM) 9- WA NIA 3(BOTTO9) 11- NIA AIA 4(TPJ 12 NIA JJIA 4(TOP) 9• NIA NIA 4(rap) I t- NIA NIA 4(607709) 12' V/A WA 4(BOTTOM) 9' WA WA 4(801Ta.M) 9' NIA NIA 54(70P) 12' WA NIA 54(W) 6- WA NIA y app) J 1/2' WA NIA 5(Vomw) 4- NIA N/A 5(60nOM) J- WA NIA 5(BORON) 3 1/2' NIA IIIA 6(BORON) 4 NIA NIA 6(BOTTOM) 3' WA NIA 6(60T70L) +60.0, -60.0 3 7/2- NIA WA 7(BOTTOM) 9•_p- +40.0, -40.0 J I/2• NIA NIA 7(BOTTOM) )8•-0' r9ai% -90.0 J• WA W.A 7(BOTTOM) 7'-O• up TO OR up l0 OP TO NP 70 ON +60.0. -90.0 NIA 12- 6' B(rap) LESS +60.0, -60.0 NIA 12'• 6' a(TOP)' 12•-6' +100.0.-1m,0 N/A 12' 6' 6(TOP) LESS NIA 7Z• 6• 6(60170.) WA 1?'• 6'• 6($07709) N/A 12- 6' 6(BOrlvw NIA I2• 6- 9(RTP) AFIA /2' 6' 9(Top) NIA 1T+ 6• 9(TOP) /1- N/A II/A 0(BOTTOM) 17' NIA N/A 9(Bomv) 9• WA NIA 9 Morrom) J 1/2- NIA WA l0(BOrTG9) 4' NIA 01A t0(BOTTOM) J. NIA IJ/A to(60170'N) 9- NIA 9' I U(TOP) 12' NIA !0 1/2' I IA(WP) 5- NIA 6' f 1A(70P) NIA NIA WA 7f(BO17aW) 4'•• NIA R'•• I1(Bong)•• WA NIA NIA II (So nom) 6' NIA WA JJ(TOP) 12' WA NIA 13(TOP) 6- NIA NIA 1J(TOP) 3 //2' NIA WA 13(60ROMJ 4• NIA A%A IJ(BOrTOV) J' WA NIA r3(6onw) WA WA WA 74(BORON) 4'•• 4-•• 4'•• r4(BGrrou)., WA WA NIA 14(Bonau) • I/SE 6.OC SPACING FOR PANG LFNGTNS LARGER /ANN 10'-O•AND USE 12'OC AS SNOXi ON SCHEDULE FOR PANELS LENGTHS EOU4L OR SRORTER UM f0•-0' .• VAUD ONLY FOR UP TO*50.0, -Sao p.s.1:AUX.A9.Q DESIGN PRESSURE PATWG WITH 106'If—PANEL LENGTHS I JJJitrriir��'i FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 140.441-67 rxn mTLc0. N4 0.050" BERTHA ALUMINUM STORM PANEL L c (2.00" DEEP) DR4WN 6Y: I+ EASTERN METAL SUPPLY, INC E. W°r •' ^ •e`,, 4�` ' E C O INc. 4766 WEST RADS ORW LNrL rfi� '•., ' �'���V.4, "LUT TESTING 4 ENGINEERING CGYPANV WEST PALM aC4CK n.3J407 X.!l1..[t.Th. NRGNA 4N'4ATAG R!)IEE PNJXS(561)709-6763,rAr(S6r)64/-1716 17-097 S1 o18 ��1 M:1�lmiEB-o .rm:!^J»I-t!]I 4v n m�snq Of81Ku'C Ab 00067!9 M'NR. A 1'!137 L.,P.E aA I!-Ca! !' - -" -- ---- - —- - -- ROfCDA[ie.a4A87 SHEET J7 Oi't7 __