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HomeMy WebLinkAboutProduct Approval � I I I I Opening,- . 1.Bertha High Velocity Accordion (door) 2. Bertha High Velocity Accordion (window) - - 3. Bertha High Velocity Accordion (window) . 4. Bertha High Velocity.Accordion. (window) .. 8, ' (solid door) , S. Bertha High Velocity Accordion 13 (window) 7. � d a High Velocity Accordion [16 8. Bertha High.Velocity Accordion 12 10 9 (window) 9. (solid door) 11 8. 10. Bertha High Velocity Accordion (slider) 11. Bertha High Velocity Accordion (window) 7 12. .050 Aluminum Panel(H), 7 ((pass GIIN). 13. Bertha High Velocity Accordion• 2 3 4 5 6 (window) 17 14. Bertha High Velocity Accordion (window) 15. Bertha High Velocity Accordion ' 18 1 (window) 18. (solid door) 79 ch 17. Bertha High Velocity Accordion 0) 00 (window)- C > 0) 18. Bertha High Velocity Accordion' - Q A (window) 20 N J 19. Bertha High Velocity Accordion' d LL (window) - _ W 20. Bertha High Velocity Accordion !� Z U (window) r+ W J ` ZCD O I tl I . I sUie urn,mvrra NOT TO SCALE Jun 22,2017 �6first floor POE 2 I I I , I i i I I I ' i I Opening, 21..Bertha High Velocity Accordion (window) - 22. Bertha High Velocity Accordion (wlndaw).:. - 23. Bertha High Velocity Accordion (window) 24. Bertha High Velocity Accordion_ (window) _ 28 25. Bertha High Velocity Accordion (window) ,26.-Bertha High Velocity Accordion (window)` 27. Bertha High Velocity Accordion. 27 (window)- ° 29. Bertha High Velocity Accordion (window) 29. Bertha High Velocity Accordion 26 (window).- - 30. Bertha High Velocity Accordion' (window) 25 24 29 23 I i i 22 21 Cr) 30 p i i i I I Identification Schedule for Opening Protective Device or System (fhe following minimum infomration shall be pnvided to facilitate plan review and inspection of the proposed histallation,opening,protective device or system) Address: 147 NE Narania Ave,Port St Lucie,FL 34983 Type of Structure:] PERMIT#: Dev. Device Device Opening Opening Shutter' (Shutter #Storm Anchor Header # Type Manufacturer Approval width Hei t Width Hei ht Bars ReL. Spacing Reiff.Reg 1. accordian assa FBC 107 86 1 121.25 92 10 No 2. accordian assa FBC 27 63 33.5� 69 10 No 3. accordian assa FBC 27 63 33.5' 69 to No 4. accordian assa FBC 53 63 62.75 69 10 No 5. FBC 0 0 0 0 No 6. accordian assa FBC 53 39 62.75 45 10 No 7. accordian assa FBC 27 27 33.5 33 10 No 8. accordian assa FBC 27 27 33.5 33 10 No 9. FBC 0 0 j 0 0 No 10. accordian assa FBC 96 83 108.25 89 10 No 11. accordian assa FBC 212 83 212 89 10 No 12. panel eastern metal FBC 96 441 102 1 50 12 No 13. accordian assa FBC 145 8311 160.2$ 89 10 No 14. accordian assa FBC 27 271 33.5 33 10 No 15. accordian assa FBC 27 271 33.5 1 33 10 No 16. FBC 0 0 1 0 0 No 17. accordian assa FBC 27 50' 33.5 j 56 10 No 18. accordian assa FBC 27 501 33.5 1 56 1 10 No 19. accordian assa FBC 27 391 33.5 1 45 10 No 20. accordian assa FBC 54 391 62.75 45 10 No 21. accordian assa FBC 26 261 33.5 32 10 No 22. accordian assa FBC 74 801 85.5 86 10 No 23. accordian assa FBC 26 261 33.5. 1 32 10 No 24. accordian assa FBC '74 801 85.5 I 86 10 No 25. accordian assa FBC 74 801 85.5 1 86 10 No I I 1 I Identification Schedule for Opening Protective Device or System (77re following minimum infomiation shall be provided to facilitate plan review and inspectim of the poposed installation',opening,protective device or systenl) Address: 147 NE Naranja Ave,Port St Lucie,FL 34983 Type of structure: PERMIT#: Dev. Device Device Approval Opening Opening Shutter Shutter #Storm Anchor Header # Type Manufacturer pp Width Height Width Height Bars Reg,_ Spacing Reinf.Req 26. accordian assa FBC 25 371 30.25 143 10 No 27. accordian assa FBC 93 481 105, 54 10 No 28. accordian assa FBC 100 801 111.5 1 86 10 No 29. accordian assa FBC 52 371 59.5 1 43 10 No 30. accordian assa FBC 26 261 33.5 1 32 10 No ' I i ' I I i i 1 ' I I i a e _ace HURRICANE SHUTTERS:, INC. PANELS - ACCORDIONS - BAHAMAS COLONIALS - ROLL UPS j Property Information Buildm` Information Owner: Urrutia,Sergio Wind Zone:! 170 MPH. Address: 147 NE Naranja Ave Exposure Category: B Port St Lucie,FL 34983 Minimum Building Dimension: 5 ft. Mean Roof Height: 25 ft. Risk Category: II � I Design Pressure Calculations Opening Location Device IFDevice 11 Device Max Positive Max Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf) 1 Int 121.25 92 7 27.0 -29.7 2 Int 33.5 . 69 7 j 30.2 -32.8 3 Int 33.5 69 7 30.2 -32.8 4 Int 62.75 69 7 j j 28.9 -31.6 5 End 0 0 7 28.9 -31.6 6 End 62.75 45 7 29.8 -39.0 7 Int 33.5 33 7 j 31.2 -33.8 8 End 33.5 33 7 31.2 -41.7 9 . End 0 0 7 31.2 -41.7 ; 10 Int 108.25 89 7 27.3 -30.0 11 Int 212 89 7 I 26.0 -28.6 12 Int 102 50 71 1 28.6 -31.2 13 Int 160.25 89 7 ; 1 26.5 -29.2 14 Int 33.5 33 7 , 31.2 -33.8 i 15 Int 33.5 33 71 1 31.2 -33.8 16 Int 0 0 7� 31.2 -33.8 17 Int 33.5 56 71 30.6 -33.3 18 Int 33.5 56 7 30.6 -33.3 19 Int 33.5 45 7 31.1 -3;3.7 20 End 62.75 45 71 29.8 -39.0 21 Int 33.5 32 71 j 31.2 -33.8 22 Int 85.5 86 71 27.9 -30.5 23 Int 33.5 32 71 31.2 -33.8 24 Int 85.5 86 71 1 27.9 -30.5 25 Int 85.5 86 7 27.9 -30.5 i , , Page 1 of 2 i a eF,Free, HURRICANE ,SHUTTERS, INC. PANELS - ACCORDIONS - BAHAMAS COLONIALS - ROLL UPS Property Information Buildirig Information Owner: Urrutia,Sergio Wind Zone: 170 MPH. Address: 147 NE Naranja Ave Exposure Category: B Port St Lucie,FL 34983 Minimum Building Dimension: 5 ft. Mean Roof Height: 25 ft. Risk Category: II I I Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf) 26 Int 30.25 43 7 I 31.2 -33.8 27 Int 105 54 7 28.4 -31.0 28 Int 111.5 86 7 27.3 -30.0 29 Int 59.5 43 71 30.0 -32.6 30 Int 33.5 32 7 31.2 -33.8 I I I I i i Prepared in accordance with:ASCE 7-10,Chapter 30.Wind Loads-Components and Cla*ng.5th Edition(2014)Florida Building Code. Page 2 of 2 Fl,arida Building Code Online Page 1 of 2 �, �t � *�6z�a�' .��,� 5 v� ,c rn�3�'--mit, ✓g ,;;��� �. 1 O N All' 8CI5 Home Log In .S User Registration Hot Topics E Submit Sum hargz ; Stats&Facts Publications FBC Staff SCIS Site Map 1 Links Search't FI rich prv�as--:Pulbllc roduct Approval User LrW'...„arYf:ZZucG Product Aooroval Menu>Product or AoolicaCon Search>Aoolicatlon List>Application Detail FL# FL11964-R3 sz as Application Type Revision Code Version 2014 Application Status Approved Comments Archived C Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (800)432-2204 l Irodriguez@easternmetal.com Authorized Signature Bill Feeley lrodriguez@easternImetal-corn Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters_ Subcategory Sto"rm Panels } l- - —1 Compliance Method Evaluation Report from a Florida RI gistered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received I 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 12/31/2017 I Validated By Frank L. Bennardo,l P.E. i Validation Checklist-Hardcopy Received 1 Certificate of Independence FL11964 R3 COI 2INPANELSCI.odf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 Equivalence of Product Standards Certified By Sections from the Code i i i https://floridabui 1 ding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsxYIeb4opODeltXga... 5/3/2017 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 04/23/2015 Date Validated 04/28/2015 Date Pending FBC Approval 05/04/2015 Date Approved 06/22/2015 SummarV of Products FL yl 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. 15-045 Limits of Use Installation Instructions Approved for use in HVHZ: No FL11964 R3 II EASTERN METAL SUPPLY INC. DRWG.15- Approved for use outside HVHZ:Yes 045.Ddf 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 R3 AE EASTERN METAL SUPPLY See sheet 2 of installation drawing for other spans and INC. P.E.R. DRkyG.15-045.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. 15-041 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11964 R3 II EASTERN METAL SUPPLY INC. DRWG. 15- Approved for use outside HVHZ:Yes 041.odf Impact Resistant:Yes Verified By: American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large Missile.Max.span is 9'-10"for+32.6,-32.6 Evaluation Reports p.s.f.ASD and 2'-8"for+58.0,-58.0 p.s.f.ASD See sheet 2 FL11964 R3 AE EASTERN METAL SUPPLY of installation drawing number 08-149 for other spans and INC. P.E.R. DRWG.15-041 pdf pressures. Created by Independent Third Party:Yes Back Next Contact Us::2601 Bla lr Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AAJEEO 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 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: u M ` Credit:Card . https://flori.dabuilding.org/pr/pi_app_dti.aspx?param—wGF-VXQwtDgsxYIeb4opODchXga... 5/3/2017 I ECO sNc. TILLIT TESTING & ENGINEERING �COMPAI WALTER A.ULLIT,JR.,P.E. tilteco@aol.com REPORT T FL PS License No.44167 PRODUCT EVALUATION REPORFLEB.License No.0006719 A I 9� I f REPORT NO.: 15-0407.06 DATE: April 7, 2015 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, Flodda33407 I 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Tillie, Jr., P.E. (System ID # 1906) to the Eastern Metal Supply, Inc, Mule Chapter No. 61G20-3, Method ID of the Florida Department of Business' and Professional Regulation. I This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2014 fifth edition of the Florida Building Code, and to verify that the product, is for the purpose intended at least equivalent to that required bythe Code. I 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. I - 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT (P.E.D.- Drawing No. 1"45 titled '0.050" BERTHA ALUMINUM 'S I ORM 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 03/24/2015. This drawing is an integral part of this Evaluation Report. 2.2. TEST REPORTS: :i�ti99�trs?e:� Large missile impact load tests were performed under:.-'MTU°[-4* standard as per section 1609.1.2 of the Florida Bultoe lifa�"�°�Static Load Tests as per section 1710.5.2, per ASTM E-33( Test reports prepared-ty 4167 ek n 6355 N.W. 36th Street, Suite 30.5,Miami,Florida:33166 -Phone: 00.9 871�153G���x�;�305) 871-1531 J�V�Y9f ^SiA .y�� Y PRODUCT EVALUATION REPORT NO.15-0407.06 2 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 Wiiliam 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). 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. 15-045. 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. 15-045. 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 Evaluation Document (P.E.D.), drawing No. 15-045. Minimum separation to glass shall be as indicated on sheets 4 thru 8 and 12 thru 15 of 17, of Product Evaluation Document (P.E.D.), drawing No. 15-045. 6. MATERIAL CHARACTERISTICS AND SPE Wil'CATIONS: Shall be strictly in accordance with General No�te �n`o Compbrrilas indicated on sheets 1, 2 and 3 of 17, of Product Evaluat43QcuetO.E:p.),-lrawing No. 15-045. �r�'t 7 , ,'L�.' 1'.`'�`•`tib aF4;>° . i i PRODUCT EVALUATION REPORT NO.15-0407.06 3 Anchor specifications shall be as indicated on sheets 1, 5, 6,�6A, 7, 12, 13, 14, 14A and 15 of 17, of Product Evaluation Document (P.E.D.), drawing No. 15- 045. � I 7. LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 71 81 91 10 d-hd 11, indicated on sheet 1 of 17, of Product Evaluation Document (P.E.D.), dr.1wing 'No. 15-046 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 ZONIS as defined on sedtion 1620.2 of the Florida Building Code. i - 7.3. Product shall .only be installed into poured concrete, concrete block, and wood frame structures. I Product Evaludflb Rsport prepared by Walter A. tillit, Jr., P.E. (Florida License No. 4410 President of Tiltogo, Inc. (Florida �b.416 6*i0). t,''a B Pz- `'Yf•�tti�g�...•�q�.�. ��e� i M »bad°°r9 "Mal I I I GENERALr i 1. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) FUS BEEN VERIFIED FOR COMPLIANCE IN NOTES: ACCORDANCE WITH THE 2014(5th EDITION)OF THE FLORIDA BUILDING CODE.THIS STORM PANEL SHALL kW BE INSTALLED AT B.1)MINIMUM EMBEDMENT OF TAPCON ANCHORS, S.G.TAPCONS, ELCO PANELMATE, ELCO NAS. HIGH VELOCITY HURRICANE ZONES(MIAMI-DAVE/BROWNRD COUNTIES). 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. 6.2) -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*0-20 SCR INTO STUCCO SHALL BE PERMITTED. . FOR A DIRECTIONATDY FACTOR Kd-.D.BS.USING ASCE 7-10 FOR.INSTALLATIONS UNDER 2014 FBC A14D SHALL 1/4'0-20 SCREWS USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST.AND 1'MINIMUM FOR WALLS NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE 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 FIRS[ 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 B.1)&8.2)ABOVE IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER STRESSED,A 339 (C) TO EXISTING WOOD FRAME BUILDINGS,SEE SPECIFICATIONS ON SHEETS t2, 13, 14& 15.ANCHORAGE SHALL BE INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS. A DURATION FACTOR CD=1.60 WAS PERFORMED BEYOND ANY FINISH MATERIAL AT WALL UKE BRICK VENEER, STUCCO.OR ANY OTHER FINISH. USED FOR VERIFICATION OF FASTENERS IN WOOD. (D) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION MANUFACTURER. 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB REPORTS #0321.01.05, # 0812.01-05 AND # 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 0 (BASIC PROTECTION ONLY)AND FOR INSTALLATION AT NON ESSENTIAL FACILITIES AS DEFINED BY SECTIONS 7, PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS 1 THRU 13 152.1.1 AND 0.2.1.2 OF ASTM E 1996-02. (SHEET 4 THRU 8) EXCEPT THAT HEADERS 2. 3. 3A& 4 SHALL NOT BE USED. 2.ALL ALUMINUM SHEET METAL PANUS SHALL HAVE 5052-H32 OR 3004-H34 ALLOY. 8. R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER 15 3. ALL ALUMINUM EXTRUSIONS S BE ALUMINUM IA710N.6063-76 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 4OSSTUDDED PLATE AND 5 SNAP CAP ARE PATENT PENDING- WOOD FRAME BUILDINGS. 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 376 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER 9.THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGE'S WHICH RENIN IN CONTINUOUS DIN 50018.W/50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH&SHALL COMPLY W/FLORIDA BUILDING CODE LCONTACT ENGTH. WITH THE BUILDING TO PREVENT WINO/RAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL SECTION 2411.3.3.4. ' 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AISI 304 SERIES STAINLESS STEEL. WITH 35 ksi MINIMUM YIELD STRENGTH. 10. (a)THIS P.E.D. PREPARED BY THIS ENGINEER LS 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 WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) (h)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS -7/4'0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W./BUILDEX. -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 BY EL-CO 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 BY ANY MEANS NOTE& (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL 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 NAS 15 2'. USE OF THE P.E.D. ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.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 PERMITTED. (e) THIS P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL-AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD -1/4"0-20 SCREWS USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO EXIST.AND 1'MINIMUM FOR THAT PREPARED IT. WALLS WITH NO STUCCO. A.3)1N CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS.OR PAVERS BE FOUND ON THE EXISTING WALL OR 11. SHUTTER MANUFACTUREIR'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 1710.8.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE PLACED FOR EVERY SHALL BE AS INDICATED ON NOTES A.1) &0.2)ABOVE. OPENING.LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE (B) TO IXISTINC CONCRETE BLOCK WALL -1/4'0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W./BUILDEX. - -1/4"0 S.G.TAPCONS AS MANUFACTURED BY ITW/BUILDEX. -1/4-0 PANEL MATES ANCHORS MALE OR NAS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. THIS DRAWING SHALL ONLY BE USED TO -1/4"0 x 3/4'SOLID SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. OBTAIN PERMITS IN THE STATE OF FLORIDA eg1V1�y1�ii�fiSrf1��AlrF`s ;.`'��@�• '' �Tv'!. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 02615 ULTWO.INc 0.050" BERTHA ALUMINUM STORM PANEL F.R.L NQ,4{fv7 (2.00" DEEP)/TV aeenN sr i rE®� EASTERN METAL SUPPLY, INC °'2;�15 4269 NEST ROADS GNM TIWT TESTING&ENGINEERING COMPANY NEST PALM S54CH FL`73402 �5-�45 1+ 'M 81,55 y�ro,�pu,s.,sva.w'.�vmhu cu�Ni Fl.131A0 PHONE.(561)269-6263,FAY..(561)84i-)7f6 r�i/ ti� (]as)M7-filo.71:(�cb76/1-19J1 oocnwwe otv. IXt9M1NG No *';"4 �,! %lki�:C ®-OGG69 aaN-n1 oY�l SHEET 1 OF 17 .. G VIALTER A 11WT Jn,P.E. !F!!1 e(1111 FLORIDA Dc.44167 l.Y97' 2J66' 0.010 OR x aolo R T .0 � + 4 T- 30 --I 3cr Z464' M4 (g) -11 HFA QREA MAX AM F BUILD OW SRAQW sCu:J/.'-I' SUILD .5 0FROWAL 3-Max.MOUT HL4i)ER mr- to AWtC J!o- M. 74wo Wa. ON SECnow SE �ym DETAt +J HMWAU 1,75-X&652 SWER-SEV 7--AWLE ZRACK (9) 7- TRACK A (2) iTUMIDED ANGL ANGLE NM STOD J/8'-1, .u.v ANGIC WHH 0-TW 09r —.22r 114"0-20 -VI 55WES S �a —A6W' To 0 1.515' I , - Or•, - LAM' SMALL KEY HOLE OWN 2) 12AMIND HOW AT 0.525 0,W J/4'-I' ��'W-" 12 KEY HOW AT PAM -KEY MOLE WAN& 0tpJElTW'//%- .......... r 2766• —RI.828 —A FLORIDA BUILDING CODE (Non High14' aJ %tg urricano Zone) #SNAP CA16 020I5 77LTEW,WC. 0.050w- BERTHA ALUMINUM STORM PANEL F RL —m— (2.00- DEEP) DRWtf ar f. DETAIL 1: s7u,D wl KING NuT EASTERN METAL SUPPLY, INC °'"/'$ 4268 WEST ROWS VRW -- 11LIECO.Kc. C014PONENTSTILUT TESTING&ENGINEERING COMPANY PEW PAW VZWJ4 Ft.33407 PHONE' FAX:(S61,180-1716 15-045 MWNG Ab EG-0006719 WAITER SHEET 3 OF 77 9 Cont POURED CONCRETE OR 250• CONCRETE BLOCK WALL CYxTC CONCRE7£ANCHORS �Mox. CONCRETE DUI))RS REQUIRED 1 ppmPOST7ICW+) CONCRETE ANCHORS (SEE SCHEDULE) (SEE SCHEDULE) (SEE SCHEDULE) 1.0001 �-- Cont. 1"Mirt.r .500' I CONCRETE ANCHORS .• FOR RACING) N.I I ICH FOR SPACING) __ I POURED ED. i POURED E.O. I I POUNCED ED CONlRETE I CONCRETE I 1 REWIRED /1 REQUIRED i REOU(RED� N h i i £.D. I �' �T•Win.SEPARATION 1 j N 1Min.SEPMA7ION I j vi fR7 G1A45 Ii i I I 1 I I I 1 h TO GLASS I 1 I i z i i 'rter f I 1 i i i h I I 1 U f I I 1 I I 1 h _4 I'Min.SCPAR477ON GLASY 1 V 1 i I I I W I TO GlA53 I x 1 1 OPTli0A1�f SEPARArrox 1 I i COM-=ANCHORS SECTION I TO CUSS I 1/4.0-20 x 3/4' (SEE SCHED1110 I ISS.BOLTS W/7/8'I 1 1--- I . nt' 3/32•NTNG NUT 0 I 1 I 4 I 1 2 112 O.C. R .500' C7M'.RfTE E.D. I 2 I I I J OR CONCRETE I 1 j 4 j POURED 90. I BLOCK WALT ____ I I t REOU/REO i i 1 REQUIRED yl j 1' CONCRETE 1 CONCRETE i i I CRETE ANCHORS (SFNE SCNEDUL.E)OR / 1 OR CONCRETE BLOCK£ BLOCK WALL ED. i 1 i 1 roNT REGU/REO F D. REQUIRED 11 Min.SFPAR477OJ I 1 t (OPEN P0.SMN+) TO GLASS ! 8�5, CONCRETE ANCHORS � SECTION ® ANCHOR /I 1.125'1 J (SCONCR£TE A HORS 6 Conf. OPTION+�7. (SEE SCHEDULE) SECTION 3A WALL MOUNTING INSTALLATION :1/z' 1/4"0-20.314 . i / f SECTION®ANCHOR SCALE SECT/0N 2 S.S.BM7s w/7/B•x { ' ye•x 3/-V- _ 3/32"WING NUT 0 I I f i f WTNC NU7 .0 E4.-SND- POUR 1� OR Commm 1 POURED CONCRETE OR 1 N BLOCK WALLI f CONCRETE BLOCK WALL j REQUIRED E0' _1 j REDUTREG Ox I .566' CONCRETE / 1 7/B•x 3/32" �— .. L O.-LSE DISTANCE' J 5 Cant 1 (Opal POSmON+) vr _—L11._OR_C BLOCK WALL I EVERY SND W HEFTS 9 R 10-&-I i)— CONCRETE ANCHORS REWIRED f ®rz'O.C. '4 (SEE SCHEDULE) i I SECTION ® STUD i TYP. TOP/80T-TOM WALL MOUNTING INSTALLATION BUILD OUT INSTALLATION +NOrE:sNAP cAP T SECTION 4 `pet REAM CLOSED AT N 9-L$ N07E FOR COMBINAT10H OF SEL77ONS SCALE SECRON LP STUD WALL MOUNRNG S7EC77ONS CAN BE ,.\�..•" L\C�i$ •..'��'��. FLORIDA,BUILDING CODE (Non Nigh Velocity Hurricane Zone) WALL MOUNTING INSTALLAT/ONBNEv IN MY MY To Sort MY#NsrALtanon ` ND.q, 02015 ALTr.V,M. 0.050' SEP.THA ALUMINUM STORM PANEL �R.L SECTION 9 SCALE:1/2•=' a a7' (z.00^ DEEP} axvwN G* • '• 03/TA/15 NOTE:DETNL OF SECTION O STUB INJD ALSO FOR [Y. EASTERN METAL SUPPLY, INC DATE. WALL MOUNTLNG INSTALLAAON-SECTION 2(TOP) ';fJ' /p :(Cy.� I� ®BNC. QW%TSS ROODS ORNE ' 'lk`".` •\V TILUT TESTING 6 ENGINEERING COMPANY WEST PALM L1F/'C9,FL 33/O7 15-045 FA X:(561)841-17x8 / L' \ U355 Mme.]6Yv st.Sh..�.M15TIN WAflF fi l]16B s/v�s ��.\ :4yylan-Iso.�::l�nT-Tssl pRAvnNc Ho WALTER 0.-74117-.1r-.P.E. _g1EEt_4_Of 1]- FLORIDA Lm.44767 \ 7111 x J/J2" SOLD SET OR ELCO mak PANELMATE OR SG TAPL.UNS lIw STUD MT E A 0®OR 2&. W/1/4-0-20 SIDEWALK BOLT OR O \ B 2'O.C. COlJCRETE ANCYIORS •\ ; AT PAHEW)S (SFE SCHEDULE) CONCRETE ANCHORS W/1J W/7/4 4-20 TRUSSHEID BOLT++ OR SC,'TAPC'OM 7'M' CONCRETE ANCHORS E D. (SEE SGffDE p_ . � - '$ 3 Cone o Y (SEE SCHMW-O '(SEE SCHEDULE FOR SPACING) ; l POUR-IV CONCRETE 1 I 1 I ! RPOUREDEO LRE CYbt'CRETE EO.YYY I EO. RETIUfRED 1"-�jl I•,7" 1 1 POURED 41 1 I \ \\I�\ \ 1 uTss CONCRETE O I CONGR£7E 1 1 OR CONCRETE W REDIIIRFP. I I :AL I 1 BLOCK WALL \ ILEO LOCA7IOAI I 1 REWIRED 1 1 I I 1 I I 1 1 1 I 1 \ \\ \\ I 4 Cone i 8 CrnL r I i N 11/4'0-20 x J!4' I I I I BOLTS Wf 7/B i I.ri i i I I I ! w I x 3/32 WING I = 1 I I 1 I lD 12'O.C. 1 W I I I opmml if (SEE LIE ANCRORS i I I y (SEE SCHEDULE) SECTION 5A y w I 1 1.�1 -�1•Lr.stl'ANAnoN i 1"Nin.SEPAR MV i i C l' SkLAARAnON I1 1 TO GL455 d 1 TO CLASS I C I I I TO GLASS , I d I I I 2 MOV—RED I I a i i i R I 1 R w GbNC/EM fD W I I 7/8 X 3/J2• I -'D I " 1 NLJf 1 4 -2(1 x \\ \ I w I I I KING A BOL75 / I 1 1 I I EVERY SND I%7/B x J/J2' I I 1 9 0 12'O.C. i 1 1 POURED 1 t i 1 WWG i i Cont I I J2' �R C o I CONCRETE BLOCK KALL 4i I I I I i 1 d i 1.125 1 ti t I Cant REQUIRED I I I I 1 a y O ppllpfy jp 2 POURED CONCRETE POURED CONCRETE 1 I I I SECTION 5A RCOUIRED RECLINED SOLID SET OR ELCO mob PANELMAIE ORS G.TAPCONS/ CONCRELE ANCHORS E O. CGNGRETE ANCHORS J (SEE SCHEDULE) (SEE SGH['DU[F) E.p, 0 @ OR® W/1/4.0-2D SIDEWALK BOLT OR ®OR®W/rJ W/7/44-20 7Rus5NEAD BOLT++ CEILING & FLOOR MOUNTING (SEE SCHEDULE FOR svacwc) CEILING & FLOOR MOUNTING DIRECT WALL MOUNTING INSTALLATION (D. M.) �I- sEPARARON 1 i INSTALLATION - SECTION 6 lNSTALLAT/ON - SECTION 7 - SECTION 8 SCALE: 1/2"--. I' 10 GASS 718 JIM scALE:t/z'm 1" I I I EVERY SND 9 I 1 0 12'0.C. Cont IT- 1.125 1.125 I POURED CONCRETE 17. / E.D. t�4C. ETt/n`A�7� C°NGREHANCHORS_,----' j°RS E.D. +`4�:•['•'-GENSF'•'r '� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) v: \ p� 4067 � m20/5 mTEa� .R. INC.IRc. 0.050" BERTHA ALUMINUM STORM PANEL L. NOTE FOR COMBINA71ON OF SEC7LONS: T IYR� (2-00" DEEP) 4115 BUILD—OUT & FLOOR MOUNTING WALVI'LOO RUNG NOUNnNG SECRONS CAN BE az—i]_ °'/2TE- COM&NEO IN ANY WAY TO SUIT ANY INSTALLATION. k ,'w EASTERN METAL SUPPLY, INC aTE INSTALLATION - SECTION 5 O'' J + 1 L E C®�Nc. 4268 WE57 ROARS DRIVE -off ftD ? 5+hh WEST PAIAI SIKH,,A—7 k ''//.•�^ '� TIWT TESTING Lp ENGItIEERIHG COMPANY 15-0 ^ \ FtroNC(56I)2(M-626J,FAX:(587)841-1716 [, e n CJ59 n.W.J4N.0.sm.J69.MaWA N+AE13.n.51100 SCALE 1/2"-1' ft',vx1/F�� f P\.1 M�`yy0��� IAm. (am)eI1-1s10.rm:(xAle11-15.11 mw.mn m. ooemlm 0R1WR'C No D ®-0606710 't1/11111111lwO WALTER A TWJf Jr.,PE. m0 1r-n1 sw SHEEP S Or 17 -, FLOWDA Llc.44187 CONCRETE ANCHORS E D \ SOLID SET OR ELCO mole PANELMATE OR S.C. TAPCONS (SEE SCHEDULE) \ 0 12 OR 2Q. W11140-20 SIDEWALK BOLT OR 0 POURED 4 OR 9OAW73 W t 4 d 20 TRUSSHE4t7 BOLT+ + 7/8 x 3/32" CONCRETE I I 10 " WINO NUTS 0 12'O.C. REQUIRED (SEE SCHEDULE FOR SPACING) AT SG, TAPCOONS OR EQ. 1 i ED, \ i I I I I 1 I I I I ai �- 1 Conf. I I I I j I 1 1 1 I I I Cj I I I t i I POURED CONCRETE I V iiI ii1 II I E- D. EDGE DISTANCE (SEE SCHEDULE ON h i SHEETS 9 & 70& !7) I I W I I I I 4i y 7"MTn. 'SEPARA7TON j U NOTE FOR COMBINATION OF SECT70NS t � 70 GLASS i I i vi 1'Min. SEPARATION I W I I I W WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE I TO CLASS I v I ; I I u COMBINED IN ANY WAY TO SUIT ANY tNSTALLATTON. L ! I I I 2 i SIDE WALK BOLTS ARE 314 0x3/32 THICK NERD MACHINE SCREW W/LENGTH I 7/8"r0 x 3/32" t j AS PER NOTES A.2 &B.2 (SHEET 1) i i W i WING NUT 0 + + 2 EVERY STUD a TRUSS HEAD BOLTS ARE 1/2 Ox718'THICK © 12 7 8"0 x 3 32" 0. "O C I I !HEAD MACHINE SCREW WILENGTH / / I i AS PER NOTES A.2 & 8.2 (SHEET 1) I WING NUT0 I I k I I F EVERY STUD I I I I I I 1 I ® 12'O. C. 1 I I I Cont. ---- - POURED o / i i i LOCATION ----- CONCAEJE OR CONCRETE BLOCK WALL / REQUIRED - -- CONCRETE - - - i"- EDGE OF —r •�— ---;-� REQUIRED I.i--_ _—SLAB _ _ CONCRETE ANCHOR CONCRETEANCHORS�� APPLICABLE - (.SEE SCHEDULE) —" (S€€SCHEDULE) E.D. CEILING & FLOOR YOUNTING INSTALLATION SECTIOCant. N Sf 4;C FLORIDA BUILDING CODE.(Non Kgh Velocity Hurricane Zone) WALL MOUNTING INSTALLATION = � erors7uscz;o,me 0.050" BERTHA ALUMINUM STORM PANEL rxxt ['JET (� N0 441 ' (2.00" DEEP} DRAM W. SL i✓!ION v'/+ `_S^ �w� AS/24Jt5 w _TF ti gi® ,/�►w/^� EASTERN METAL SUPPLY, INC 91k E`r V m.. :2e8 kt'S."t19N"3 ttfhT5 f dAiE SCALE: 1/2' 1' ------- -- -' -- -- _ sx'�e,;"» ,��•i•„��.i�n�f,{•�jw RivTrb,T.E:5trsIsN�G,&ENGINZERINd COMPANY tEri9rlIPZA09-8?fGTC.M FL J.107'`s ..MM..'S4 m —. SWFAX:(561)84 1-1719� ' daa+Ka+ t 15-045 _�:taaldnass� !l �;,\i 444L ®-a7CS7Ts na�nx cn w eac `- 't612f6if pN9Ai:4T4\l\\—_ _ _. WALTER A TILt1i'Jr..P.E. cva n-a� SUET 6 OF 17 FLOROA Uc.44167 �•- _-_- - � / EXlSfINC ___ _�:- �_ IXLSRNG BR1CR VE7NER 2' / 3 1/Z' BRICK VEDIR 1 l/-0',V/N 2' J f/2 1 1/4'M!N PLNETRATNJN To / uAY PENERi4R(71!TO uAY CONCRETE BLOCK _ __-_-.. . a .... :-_ CONCRETE SLf7C/C &2,70 CONCRETE.'. &a'TO CONCRETE.'. I I I .. I W I N - I I I I I I 2UZ YWY I I I I I WN 1 I I 7/4'axA'Ft moW 1571NG714'0.B' POURED CONCRETE FAN NAS._WC/TORS OR 7/i'a 57EEL ANGlE LIMf1 £LL17 mn/x EXlSflNC OR CONCRETE BLOCK \� - K APPLlCABJF I I POURm CONCrElE PANELIWTE iYAS ANCHORS OR 1/4'a STEEL ANGLE LINJEL I 4 WNL REWIRED i i TN'COKS OR}/4 a E1CD HALE OR CONCRETE BLOCK AS APPLCAMC PAN2NATES(SEE SCHEDULE FOR SPACRJC. I WALL REOU7RED I I TA NO-LIA ES 1/4'a ELL'O I I ) I 1 1 1 PANfTJ.fATFS(SIF SCHEDULE FOR SPACMC). II I II . I 1 I 11 I OPnW i1 SECTION 11 w °PTim ss SECTION I 1 1'K.sLrnRnnox I TO Gens I h I W 1 I \ I I FXISRNG VMCK SILL I �+ S.S.BOLTS W/7/810x I I J'. J/32'WM NUT® j j Ii 12'O.C. E D. K.- .=AN- ULE 1 LIT07 M/N, o IX�DNC i SIDE WALK SOL SCREW ARE J/4 0x3/32'TH/CK I. PFlEINARON TO ;, I•i WNG AS I 1 SIDE ALKU4CHINE SCREW W/LENGTH CONCRETE BLOCK APPLICABLENGA I NOTE FOR ;OWBIAAHON OF SECRONS AS PER NOTES A2&B.2(:.HEFT 1) &2'TO CONCRETE ++ I I WALL/FLOOR/CEILING MOUNRNG SECTIONS C BE TRUSS HEAD BOLTS ARE 1/2 0x1/H- ICK I L I HELD MACHINE SCREW WIT COMBINER IN ANYWAY TO SUIT ANY fNSTALI(TION AS PER NOTES A2&82(SHEET 1) I L___ ______ __ _ _ _ _ _ I I _r____ __--_ I I I I I I I I I I C-L SEX el!^\\` . . . . ��✓, .... . .... T TOURED CONCRETE 1 4'axB'¢cD mao FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) OR CONCRETE BLOCK PANEL NTE TVAS ANCHORS OR 1/4'D _ �,\�ENse F �• 020fs mTEco LNc 0.050" BERTHA ALUMINUM STORM PANEL FRL. WALL REQUIRED TAPCONS OR 7/4'a ELCO MILE PANELIA4TES(SEE SCHEDULE FOR SPACING). oda.44167 _ (2.DD" DEEP) LWAMN BY. s EASTERN METAL SUPPLY, INC OtZ113 BUILD OUT INSTALLATION I L I E C®'~`' 4268"VEST ROADS DRAT TILLR TESTING&ENGINEERING COMPANY Mrs?PALM[iACTL FL 15-045 SECTION 11 ,'., . ( I IQ°' tvY ti Bax a.x.aen.a•5u.xA. cNA cemt7c+.n»Im PHONE(5617209-626J,DLV'(36MI))897-7770 •/ V 'C\�Y\ Hnn.:(»]1011-1»0.Ru:(Xep>t-i»t R>,l0 019ba.M 4v.Ip ORAMIITC No 1 SCALE:3/8*=1' r`xrrr 14N.AI.teat a WOLTER A. T 17 Jr..P.E. wa 11-vl / f4T101 1 pelt \l\1\\\ FlDRVIA Lir-44187 SHEE! BA OF 17 ADJACENT INTERIORLY ADJACENT1/4'0 TAPCONS PANEL -REIll0VA8LE PANEL 06 O. C. W/1 1/2'Alin.THREADED STORM PANEL CONCRETE ANCHORSPENETRATION TO EXISTING WOOD �1 r,•MOX GAP 1/4 MOX. CAP AT 6'O.C. N HEADER. F7\�, f N� POURED L1 p p 1 R-77\1 E CONCRETE W I 2 OR DRP ANY OTHER ry K _ I SECTION 77-0 (7 Cont. 2 TOP TRA ANY OTHER \ o' Cont. SCALE: 1 1/2'= 1' 1/4=20x!'S.S. WOOD HEADER (' SIDEWALK BOLTS. j j REQUIRED W/7/8'X 3/32' WING NUTS AT I O I 1 OVERLAP w I ti a (Barr) 12A.1213 s (BOTT) y ADw10ENT SIDEWALK 600S PANEL W/7/8'X 3/32' INTERIORLY Vi SIDEWALK BOLTS WING NUTS AT REMOVABLE AA/ACENT W/7/8`X 3/32' T! 7/G Nl/T 0' x OVERLAP STORM PANEL 1 PANEL 4 1"Min. SEPARATION WING NUTS AT —41•uT0 1Xw ERY STUD TO CLASS c OVERLAP 12'O. C. TTIi . � POURED CONCRETE OCKNW ETE Q 7/B"x 3/32' O \ g REOU/RID 4i I .EWER NUT 0 W it� EVERY STUD a 12"p 0.C.I ii p b PLATE H 0A OR1S0. LTO LAPCONS W 2-MIN. SOLID SET OR SG TAF'CONS i' W O T STUD OR PANELMATES ANCHORS R 24'0. C. PENEMA770N AT AWWID7H AT AULICENT / k - 1(2ID OF PLATE T 6'O.C. PANELS \ 0 PLAT E.NT PANELS a (BOTT)----- -1za-ize -s(oOTF) - — -- ----- --- -- _ __ WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION SECTION 12A SCALE.- '/2 = ' 1/2 SECTION 12B ' INTERIORLY YABLE STORM PANEL INTERIORLY REMOVABLE—STORM—PANEL SECTIONS PARTIAL ELEVATION MAX. A.S.O DE.SIGPJ PRESSURE RATING = +50.0, —50.0 p.s.f. SCALE: 1 1/2'= 1' IN �TV I�f7�ss t Q ��ENSF FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 020157RTLLD•IN:. 0.050" BERTHA ALUMINUM STORM PANEL F.R.L N°C o (2.OD" DEEP) OPAWNW/ze ffr is • f = /zs/ !!®e /� EASTERN METAL SUPPLY, INC GATE: ®L C®�a C. 42M WW ROADS I,RNE {. TILLIT TESTING h ENGINEERING COMPANY WF+T PAUL i1L1.FL.31107 155_OQJr I� f�'� eso wa xm.sa s�..sox v.�»w wmric.n silex PrroNe(ss1)2w-Bzas,far:(set)a11-Ina --_ -- __- --_-- --- x�/!y (•` �`�''`�{ mac'S>mW+E9 x719 moo'»-1wt 6Y.RNu mmery DR.. AIb ddOii4 tti14t�t1,`4a WALTERIA. LUJf J167 r- as liar POURED CONCRETE OR L1;YJCRE7E BLOCK 1/4'0-20 S S d41CHINE WALL REQUKED ' \ UOLT W/NUI&WRSHtR 2500'AIV. CONCRETE ANCHORSti h 7/8'x 3/32" - CONCRETE ANCf� 1 (SEE SCNmLHF)\ d 7- NUI O 1 POURLD CONCRETE ®12'R C f1__ 1 Cont EVERY SND OR CON/.RE7£BLOCK O.C. Cut rmma WALL T"Min. T.000' \ CONCRETE ANCHORS POURED E O. N9 I B 12'O.G CONCRID Cant i 1 2'x 2'r.055'TO / ALTERNATELEG LOCA71ON ���((( 2'x 5"x.055'C-L \ \ " Alum.ANGLE OR N .OHO'3105-14154 SHEET 2"x 4"x 125- METAL Num.BENT PL47C 3105-1474 OR 6063-T6 ALLOY b Cont.Num.ANGLE �" CASE C Plan) 1 TO G i CASE A (Plan) ( u, SCALE. 1/4"= 1- ' SCALE: 1/4 = I' .y 2'x 3'x OY3'3705 H-14 OR 6003-78 IOCont.Al.- ANGLE � W/7N ANCIKA4RS"®72'O.C. 7/8'x 3/32' fNLF PANEL 1/4'G4P 1.000• . i Y/ING NUT V " —L i 12'0. C. 1 POURED CONCREM I YAR/ES 3' \ OR CONCRETE BLOCK N¢". „ 1 WAIL REOULRED -t 7.000' T 1 R7URID CONCRETE i Cont. OR CONCRETE BLOCK `w"`REQUIRED CASE D 6PIan) POIIREDCONCRETE � SCALE 1/4'= 1" REQUIRED 1 CONCRETE ANCHORS �� (SEE SCHEDULE) a D. L $ 9m<L 5 136' j; X = BUILD OUT DISTANCE —TRACKS(RP) CEILING & FLOOR MOUNTING »=e »ea =e a INSTALLATION. — SECTION 13 r \ r M°x. \ J SCALE:1/2"= 1' _ __ _- ____�________\5 E D.. EDGE OL57hVCE 114'!BOLT 4"x 4"x 0 24"0.G 31051 14 OR 6063-76 ALLOY ($ti5Y.1i£DULE ON W/JACKNUT' Cont.Alum.ANGLE SHEETS 9,10&71) CASE B (Plan) CASE E (Plan) NOTE FOR COUSIN4770M OF SECTIONS SCALE: 1/4'= r' END CLOSURES DETAILS SCALE. 1/4•• = r" WALL/ILOOR/CE/l.1tM MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY fN57ALL 47ION. \y1LaiL19i4011fi1fpipipTT R A. �i(r/rFLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 02015 1111600.Inc 0.050" BERTHA ALUMINUM STORM PANEL F.RL (2.00 DEEP) DRAWN B7: a31241 s EASTERN METAL SUPPLY INC DAM- 11LIE C 01Nc. 4268 WEST ROAM DOW T•. /` � `.�A NFS1 PAW 2M, TL.73107 7' TIWT TESTING h ENWNEERING COMPANY PHONE` .:01209_92EA TAa,_ 567 41-1776 15-D`�J aw new.som.a.cm.aos,,nnas u�sale,n.ants !' ) ! 18 wn:(305)811-196°.Te.:(a�)e11-t sT1 ��� � ORAH7M:No `!,t�� FaF` •`E{4•�'" m-0006713 a"ro-ur T^o WALTER A TSHEET 8 OF 17 _ '!i ��idu•i Fl;�"��'+°° PLORIoa U. Jr..Jr.•P.E.c.00767 '1p11pp11;.p�;.,7t177E�• MAXIMUM A.S.D. DESIGN PRESSURE RATING (D s f) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE ME ZMF TUAY70NS IN CQNCRMW AMP CONCRETIs BLOCK STl?UCTCIRIsS IN.b4W Ia1MAl NASp�SAIGIA'!APE 0. J f/2'w4 AldilgAd m NA.tl1NAI AILWGW A'Awaas STKYN!G4 E 0.-J 't AHTXAH£ro ASO.LIES0 �1alq/R PAN61 ASO.OFS14T! 527KN6/R .. 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WA 12- WA 12- NIA WA IIIA 6(iw'J 9' NIA 11 1/2- WA 12• NIA 12• N/A NIA NIA 6(lw') +4D. 0.0 12' NIA 12" WA 12' NIA �12' N/A WA WA 6(90TIOM) R�-0' Haa 0.0 9' N/A 71' WA 12' N/A /G' WA N/A WA -0' OR UP m LESS 2. WA IY N/A 12- NIA 2NIA WA WA 7(W) Lm LFSS 9- NIA f1" NIA 12' N/A f2' NIA NIA NIA 7(70P) 13'-0"'12' NIA i?" NIA 12- NIA 2 WA N/A NIA 7(WTTOAO 9' NIA 11' AIA f2. N/A 12- WA NIA NIAk7(08OTrOWM) WA NIA 12' 12" 12' 12" I12' 11' r2' '6 0.1) NIA NIA 12, 12- 12.4 12.4 f2.4 UY 12'4 12" P). NIA WA I2' 12- L- IZ' 12' 12• 12' 12' 6(90Tmm) WA NIA 12.4 121 12'4 12'4 r2-' 12.4NIA WA I2' 12' 12' /2' 12' f2' 12" 12• 9(!OP) NIA NIA 12's W. fY4 12'a 12'4 12'4 12'4 12.4P).72• rr• r2" 12- 12- rz- 1£• Ir 1rrr 9(Lm1mM) Tz- 7' 12' 12' 12' 12• 12' 1272" 72" rOM) 12' NIA 12" WA 72' WA 12' WA NIA NIA 70(!CW) 9NIA 11 112- NIA 12- NIA I2' NIA NIA NIAOP) d WA 6" NIA d WA GNIA NIA NIA 10(W7mw) ANIA G' N/A 6' WA 6N/A NIA' N/ATIOM) B' WA g• WA 9' N/A 9' !//A 9" NIA I[A(THIP) d N/A B' WA 9' WA 9' N/A 9• N//. IIA OW) 0' 9' 9' 9' 9' 9' Y" 9. 9' 9' 1f(Romw) 9" 9" 9. 9' 9' 9' 9' 9" 9.' 9' if(WTEO.N) 0' NIA 6' N/A 6' N/A 6' WA 6- NIA 1J(TOp) 6" N/A 6' WA 6" NIA 6' N/A 6• NIA IJ(if7P) 6" WA 6- NIA 6• 1 NIA 6' WA N/A A/A 73(OoT7wJ) 6" N/A 6' N/A d _NIA 6' WA 6" NIA IJ(fiOTWW _-__,_USE-6'-W-FOR-PANQLNGWS-rARGFR-nWN-r0'-0'-AND USE-12"OC.AS..StAOWNON_SCHWULL'1Ow"'WaS LENGTHS ECUAL OR SHORTER THAN 10•-0 ..MWMUM'AlV07 SPACINGS ARE VALID F0f?J I//2'EDGE WrANX MR E 0.L=MW a 1/2: ALCff0RjLLEGEND REDUCE ANCHOR SPACLNG VY MULRPLYING SPAO§YG 57OI7N ON St71EDU!£6r THE FDLEOWNG FACI02R (NOTE AOn.E 0.FOR SOUOSET ANCHORS/a J') _ _ - Mn• _ __ _ -NO THIS-oPerA71�N-m-6E-rosALu.E:-rrS II Z-sPAcrNG-oerarrm.lar -FAcraa_svatt-nur_rLv— LM N MLNLNON WBYACWG AWED FTM EACH ANCHOR TYPE AT ANCHORS LEGEND. --ANC3OR._TYPE—_ ANCHOR ____ THA SPNIL:ING FACTOR TAPCON(REGULAR OR SG. MAGE 7E OR PANCLVATE NAS J' (/T 1 E. 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N/A 12' NIA 12 NJA 12 914 W WA 2(W) t7' WA 11' NIA 1f' N/A I}' NIA 11• NAA 2(top) 9• 7- 9' 9' 9' V. 9' 9- 8' 9" 2(OOnON) 8• 4' 9' e" 9' 9' 8" T" 9' 7' 2(voymm) 9' NIA 9' WA 9' WA 9' WA 0' WA 34(7OFJ D' MIA 9' MIA 9' RIA 9' NJA 9' NIA 3.1(WPI) 9' 7' 9' 9' 9' 4' 9' 9" 9' 9' 3(SO17n-) 8" 4' 8' e' 9" 9• 9" 7' 9" Y 3(00=0 12' T 12" f2' Y2' 12" 12' 12, I2' 12 4(70P) 11' 4' W 11' W It' It- Y 1]' 7- 4(IDP) 12' 7' 12• /Y 12- 12• 12' 12" 12' 12' 4(80770-) 11- 4- it' W It- if, 11- 7' it- 7• 4(8071041) 9' NIA 9' NJA 9' NIA 9' NIA 8" WA 54(mp) 9' NJA 9' NIA 9- NIA 9' N/A e' NIA 5A(TOP) t4- WA 11- N;AA 71' NIA 12- WA NIA 7(iil 5IsarmN) 5" 8" 7' NIA 9' NIA 8' WA MIA WA 5Ioomw) 10' NJA 12' NIA 12' NAA !1" MIA WA WA s(ROP) 9' WA 10• NIA 12' WA 1t' WA NIA WA 6(TOP) 400,-40.0 1' MIA 11" NAA !2" WA 12' NfA NIA WA a(50170-) 8=0' 6U.D.-500 B' WA 7' NIA 9' WA 8' N/A NIA WA UP t0 OR UP TO �}�p OR 80.0,-GO.a to, MIA t2' NIA 1Y MIA 12' NAA NIA NAA 7(W) LESS W.V.-9R0JWA NIA Y N/A 9' WA 8" NIA NAA NIA 7\'") LESS f0' NIA 72- WA r2' IIA 12• NIA WA NIA 7(B07m-) NIA T' 14/A 3' NjA 8' NIA NIA WA 7(84770M) WA NIA tY 12' 12 12- 11' 12' 1Y f2• a(TDP) WA 12" 12" 12" 12- 12 0• 12" b" 8(mP) MIA NIA 12" 12- 12' 12' 12- 12' 12' 12' 8(50770-) NJA 72" W T2' 12' 12' B' 12- 5' 8(8079#1) NIA N/A f2' 12' 11' t1" 12' fY 12• t1' 9(NP) NIA }2' 12' 12' !l" t2 6" 12^2• T J2' 12' 12• 12' 12' !z' 12' 12" 9 mvtmN) 4- 11' 1Y n" 17' 1/' Y 71' Y 9(BBF70-) 12' N/A 12- N/A 12' NIA NIA NJA r0(IM) NJA 7o' NfA t2' WA If- NIA NfA WAs' N/A S" NfR b" NjA a- NJA NJA WA t0 B07mX) NjA S' N/A 5 WA e" N/A NAA NIA 10(4197700) 9' T NJA NIA NJA WA 9' 7' 0' 7- IIA(IOP) 4" NfA NJA NJA NAA 8" 7' 9' Y I1A(TDP) Y WA NJA NAA WA 9 7' 9' Y 11(8071GAI) 4' NfA NjA NjA NIA 9 7 0- Y 1t(WROM) r N/A 6' WA G' N/A fiWA N/A N/A t3(TOP) NfA ff' WA 6" N/A B' WA NJA B" N/A 6' N/A 0^ N/A a' WA NfA Wd 1J(BOTTOM) NAA f2'• WA 6" N/A C' WA WA NIA 13(BOTTOM) ANCAaaS!rFCcNn --Ai4X/1f0-ANCHOR SN.ACAW ARE VVID FOR J 112•EDGE DISTANCE.FOR ED.LESS THAN 3 112. !n' ROXrX ANCHOR SPACING or-U?7fFLYING-AXONC SHONit ON SCHEME BY THE FOLCOW£NG FACTORS ANCHOR rPE ANCHOR (NOTE Min.CO.FOR SOUDSET ANCNORB is T) —•—• SPACING MM FOR IRS O' 7109 70 BE POSSIBLE REDUCED SWAG 00MINED USING FACIOR SHAU NOT 8E 7APQJtV{RE GLBAR OR SG)PANWMIE OR PMELU41E WAS J. LESS 77M UMWIIM SPACING}ND'CATEA FOR FAGH ANCHOR M A7 ANCHORS t OOM FACTOR MUD SET 3^ ACRAL E.D. TAPO:M'(REG71[Nt) SG.TAPCaN,PPNElA(ATE 41R PANETINTE 7YAS SOUP SET 2 112- - .71 .50 1 t/2' Js 50 \ 1lHyk7/��,1FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) '<�:,•'' '`may .1015 77L=.mc. 0.050" BERTHA ALUMINUM STORM PANEL F C � ` '. (2.00 DEEP) DRAWN Br.' EASTERN METAL SUPPLY, INC osl�Id�s 4 ■1 L 61 E C O i ITC. 42SB WMI ROWS DRM � t�,, TILLIT TESTING 8i ENGINEERING COMPANY WEST PALM DEACK FL.3,007 A' �t1 1r .�y a k tea.y yw. T R yilya PHONE`(101)M-6243 FAN:(561)841-1716 r5-04.� Il1Q` ,}"Y s Pk-:C+�` It..iSJ6.i'o:t:(SWT-i'U1 RK MO OCSWPIM� tt hmB�bM !}RAISING N, 1't n EB-I.1G00719 ✓i`ts(� �1 ��.Vry WALTER A TID,R wr SHEET 10 OF 17 -Af V •t�t 1•�' R Ti ojAti0.46ifi7 x MAXIM N A•S.D, DESIGN PROW= RA_7'M (p s f)AND CORR SEOM G NAMffX ANCHOR SPACING- SCIIED= FOR 1NSIATIAURONS DY CONCRETE AND CONCCRFmF' BLOC pv� STRUCTURES uNa6ar Awxm.�Aone rah e a=J 1/Y4• s6e a u.ulrtm tu+m- Asa n /w.auw Arzrrom svaz lav c o.-J r/e'.. 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WA :9' WA 9- N/A 2(TOP) ➢' 4 1/T" 9' 9" 9 9" 9" 8 1/2' 9' 8 1/2' 2(DOMM) 9' 9. 9" 9' 9" 9- r 9' 9' 2(BD71OM) 9' WA 9' N/A 9- N/A 9' N/A 9' WA JA(TOP) It, WA 9' NIA 9' WA 9' N/A 9' WA 31(117P) 9" .$I/2' 9' 9' 9" 9' 9' 0 1/2- 9' 8 1/2' J(BOTTOM) .9' 4" e' 9- 9- 9" 9" 7' 9' 9' J(mm) 12' 4 1/2' 12- 12• 12• 12' 12' 8 1/2' 12' 8 f/2' 4(TOP) S. 7- 9' 9' a 9• 9- r 9- r 4(fes') 12" 4 1/2• 12' 12' 12' fY 12" 8 1/2" 12' 6 1/Z" 4(BOTIDM) e' 7' 9' 9' 9- 9" 9' 7" 9- r 4(oatRAM) 9' NIA 9" N/A 9' N/A 9- N/A 9' WA 54(TDP) a. N/A 9" N/A 9- WA 9" N/A 9' WA 54(NP) 6 1/2' WA 7 1/2' NIA 8' NIA 7 1/2' NIA NIA NIA 5(B0170M) 6" N/A 6" NIA 7- N/A /' NIA N/A N/A 5(90711NA) 9" NIA 9 1/2" NIA 1p, NIA 9 1/2' NIA NIA N/A 1 6(TCP) 7' N/A e• WA f0' N/A B' N/A IIIA NIA 6(fop) 1/2" WA 7 1/2- NIA B' N/A 7 T/2' WA NIA NIA 6(8—) >8'-D' *MQ-gp0 5• NIA 6• WA 7' WA r N/A NIA WA 6.(DOROM) 7-00 Aro Up roup OR 460.a-60.0 6' NIA 6 1/2' NIA 7- NIA 6 1/2' NIA NIA WA 7(TOP) 12'-6' S.W.O._rJ0.0 5" N/A 6' NIA r N/A 7' NIA N/A NIA 7(hW) LE55 6' WA 6 1/2' NIA 7- NIA 6 V2" NIA WA WA 7(97ITOM) 5- N/A 1 6- WA r NIA 7" NIA WA WA 7(80TAbM) WA NIA 12'• 12'• 12"• 12 1L'. 6"• I,-. 6'• 0(TW)• N/A NIA 12' b' rz, 6' 12' 6' 12' 6' A(m-) NIA N/A f2'- 12'• 12"• 12-• 12"• 6"• 12'• 6"• 8(80TTCN)• NIA N/A 12" 6' 12' 6' 12- 6' 72, 6" a(B01TOM) N/A WA 12'• !T'• T2'• !1'' 1T'• 6'• fZ'• 6'• 9(TOP)• WA WA 11' 6' 12, 6" 12- b' 72' 6' 9(!A) 12- 4 I/2' 12' 12' W 12' 8 1/2- t2' 8 1/2"1 9(BOTT/MD 9' 7- 9' 9' 9' 9' 9- 7- 9' r 9(1orlov 9' NIA 9 1/2' WA 10' N/A 9 1/2' NIA NIA NIA 10(RW) 7' NIA B. NIA t0• NIA B' WA NIA NIA 10(/0P) 6' NIA 6- NIA 6' WA G' WA WA NIA IO(BOTTOM) 5" NIA 6' WA 6' NIA 6' NIA NIA NIA 10(BDTTON) 9' 4 1/2- NIA N,/A WA NIA 9' 4 1/2" 9" 4 1/2- 11A(10P) 5" 4' I WA NIA NIA NIA r 7' 2- r IIA(TOP) g' 4 112" NIA N/A NIA NIA 1 9' 4 1/2' 9' 4 1/2' 11(SMOM) 5- 4" F WA NIA NIA NIA7- 7- r r It(wrtu%t) 6' NAA 6' N/A 6' N/A 6" N/A WA N/A IJ(TOP) 6' N/A 6' N/A 5' N/A 6' NIA N/A WA 13(f➢P) 6" NIA 6' N/A 6' WA 6' N/A N/A N/A IS(B0mw) 3 N/A 6" N/A p• N/A 6' N/A WA NIA 1J(1MITDAI) • USE 6'OC FDR PANEL LETIGIHS L4gVa THAN 10•-0"AND USE 12"AS SHOWN ON SCNE(AAE FOR PANQS L MMS ECU4L OR SNORTF77 TIM 10'-0• ANCHORS LEGEND ..AWffA1UN AN04OR S/ACSNGS ARE UALD FOR J 1/2"EDGE DoTANLE FDR ED.LE55'D4LY J 1/1; = CPtRATN1N REDUCE ANCHOR SPACWC BY MULTI(%WC-SPACING S-7WAI IINSMED1AF BY THE EOLL049NG FACTORS. ANCHON TYPE ANCHOR (Rry,tOTE Mra EQ W SWaSET ANCNOR9 R J� - - _ - - -- SPACING —FOR_T1BS_ TO BE POS Y&F-REDUCED'SPACING OBTNNEO USING FACTOR.C4WL NOT BE - - LE55 MWWNfMIN SPACM 9MICATO FOR F)'CN ANCHOR-TYPE AT N/C1:17NS_LEGEND. TAPCON(REGUL R OR S.G.)PAAZLU4TE OR PAN£WATE NAS _E_D,=EDGE D5TANCE FACTOR S1NI0 SET — AMML E D- TAPLGN(REGULAR) SG 1AFCOft•PANEWATE OR PAtCWATP TWAS SOLID 5£f J' B8 .75 2 1/2" - .71 .5p 2 - 50 .35 _ _ �1i,.hhhhi thh 1%II.()PYFs/ BENS /� s FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) F - azo-5"LTM mc. 0.050" BERTHA ALUMINUM STORM PANEL F.Rd_ iJ�•44167 (2.00" DEEP) ORAWAI or ' EASTERN METAL SUPPLY, INC °3/a4 E15 426E msT Rams&IM - '/7�' TILl71 TESTING&ENGWEERING COMPAhr M6T PALM SFAL74 FL 3N07 1$_045 l \'� e?'il KN.JWry:A.,:An SRR.`.�Ia tA1LD+G O.>}18n T'Y:YXtE.(501)ZD9-0287 1'1K•(56IJD97-1716 _— _ _ __— __ ____ __ ___ �.!Jfl�s ci.••• "�.y A�y�� Plw.:(�19�6Ru9(IY+IBN-iral �p ORANTN(.'No /�ftP](I N piA4hE�� WAL T ERA.. 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WIT NUT3IZ2O.C. 7ADEDPENETRARON II Ii ]' C WOOD SEPAR4770N I , 1 HEADER.(Sf£SY:HmUlEj TO OL755 (OPE Cant I • �(OPFN POSYTIaV+) 1/4'0 TAPCONS W/r 1/2'Min.THREADED PFNEM77ON 0 MOM- OF PLATE(SU SCHEDULE) I ' I I i i - 1 cFC770N®ANCHOR O �•:,. I E I i WOOD HFAOF"F i /L/ I I .500' ;REQUIRED 1 ; 1.000'I 6 cont OPTION 82 I 7 B"x 3/32"WING NUT 0 ALTERNATIVE 3A u - S7"0 P'x 1'FTAt£ 9 Cb L t""ATE• 1 AD nPfD 1�4*T WP2/2'Ar.- r/a'0 rAPCONs ' THREADED PENEWDON - W/1 1/Z Min.7NREMID I ; .. T• 0 MIOW7DTH OF PLATE. PfNE7RADON®MIDW7D7N T' SEPARATION i —L (SEE SCHEDULE) OF PLATE.(SEE SCHEDULE) i TO GLASS I SECnON®ANCHOR ; T/o'm-Za i +e °OM ALTERNATIVE 2 ss aotrs w/7/°'x �(OPON MSMON+) _ I 3/J_2- WIND NUT® I I SCALE.: 1/2' 1' MII 12 O.C. +SEPARATION I O I I �1 TO GLASS I 1 uriW .500" I I >S� sEcnoN AP sru1) 7/8'x 3/12" W ' W7"NUT© . Z o ALTERNATIVE 4 EVERY STUD a= - i_J 0 22'O.C. i h 2 �. SCALE: 1/2'- 1' O 1 I �W •,• 1 1 ` 1/4'0 TAPCONS NOTE FOR,COM&NATION OF SELRONS: ` t id£}j W/1 1/2'Nin.7HRFADm +No SNAP CAP(13 o }Yh EIRARON 0 MDW7DHT REMAIN CLOSED ATN N oy WALL MOUN77NG SECHONS CAN BE (SEE SCHEDULE) FIUPo71GWt'CONDITIONS. CON&NLD IN ANY WAY 70 SUIT ANY INSTALLATION �� , _UILDING CODE (Non High Velociiy Hurricane Zone) 2'x 4'WAIE 9 Cont ,QLT r EalmnTA `' r t'�cY"-�• ®mrs TrtTEDD.I1K. 0.050" BERTHA ALUMINUM STORM PANEL rrr.L (2.00" DEEP) DRAWN BY. \ NOTES: 476� �t °.T/24/rs 1 i.INSTALLATIONS ARE ONLY YAL(D FOR MAX.A.S.D.DESIGN PRESSURE Wi77N EASTERN ERN METAL SUPPLY INC SECTION®STUD DAM AND PANEL LENGTHS AS PER SCHEDULES ON SHEET 2 IL E C®INC. ALTERNATIVE 9 7 FAL 7,M FL 334 2.SEE ANCHOR SCHEDULE ON SHEETS 16 R 77. r ^ TILLIT TESTING&ENGINEERING COILPANY WEST PAUd @"ALIO R 33/07 TS-O4S Q �� PHONE:(561)279-82E'3,PAX:(00r)64r-r7i0 671 SCALE: 1/2'=1' v�s•, G�as sT.v Ww.3sr>4 s4 sa an.nxar c.avma.n.urea 3.FOR NEW WOOD FRAME CONSTRUCTION.• WOOD ML7/BFJ7S TO BE SOUTHERN /j /� `1•' L s s olw^•:(w>)an-laTo• I-Ira' m.w 't — DRAWING No PINE No.2, W/SPECIFIC OEJ1517Y OF 0.55 OR EQUAL x//a/YE�I/�rA F+}SCR 55' l�a�a WALTER FLOW0.�EB-�LUT441 RE 0'O°"''1 STIEEr'14 OP I7 114'0 TAPGONS wow rRwsEs 08 RATTER WOOD TRUSSES OR RAFTER wf 1 t/2'M.n.TNRE7DED a 24'a c RE1?UiRED 0 24'a.a REaURCD- FENEtNATh7N ---""'-�"�— WQDD HEMER-(SEE SLwETxttE) - �. � !'mill 7'x6'xAWm.f x1/4n x J14' i314' LAG SCREWS 10 t ITW OVILAEIEACH JOST: I £EX SGREN�17EN SCREWS 1 LOWE SCREW a WVOD HEADER 4 Cont. AT MOMOIN'of .,-: tJaSrING WOOD 8 Gont. t i i 1. j REOfXRED j t i MEMBER(2'Min i wow NFAt1,ER i t� ' i i ; rWZTj wDr l a14'as a Ts i i RE Ea S t i N 1NRERD"_t'i { W/7/B X 3fJ2' AOn.SEPARATION PENEIFARON. i NTNG NUT 1 7D CLASS { i , S C=i !2'O.C. ALTERNATIVE 8A - ALTERNATIVE 7A ALTERNATIVE 5A ry SCALE::fr 11/2*— s�: 1' l (LIMITED TO +60.0. -66.0 p.s.f. DESIGN LOAD (LIMITED TO +60-p. -E+6.0 p.s.f. DESIGN LOAD �. AND UP TO 9t-O'Max. PANEL LENGTH) AND UP TO 9'-O`Max. PANEL LENGTH) SWARATM i 114'0 TAI'ON5 w tU CLASS Wf7 t/2'ANN. 4UPCOJO t `~THREADED PESTEMPOAJ1TO FXSSDNG t{ SCfEJ•MinI EPAWOtt jNSEFARAIXJN EVIRY Sp /- `GwTO 1'+,.x155' L7 GLASS 1 j1 WMG 0-20 x.-, i I EVERY 57UD SS.EK1t-3- ,t2"R C. fR"x 3132` iETW ,.• i I 1 Cant. 1 NUT'19 T,i i 2 , 2X6O.C. i1I 1 aRFm77] i ry DEGX R1 1ooD NSWER x7�m114'a FICO PANEL fDPf1t110N4=OR SC.IAPCONS ALLTERNATIVE-5A— - �__ GF Pt,47E:hPtCAt.7OP& - �1/4 o rAArGNs rf4 a rAPGQNs ALTERNATIVE 8 W/1 r/z'mix. Wf 1 1/z'Aum, sw:1/2'w 1' _? zEOrRATwN RFMES7mP noN ALTERNATIVE 6-- AL-TERNAElVIE 7 ckuG%nim 8 r C. NOTES: ._. fit. t.tNSTALLA7IONS R ARE ONLY VAUD FOR MAX,ASD&W PXESSURE RATM NOTE FOR COMBYNATSQN OF SEG77QN5= DXK REO'a- AND PANEL'S LENGINS AS PER SCHEDULES ON sHecr 2(Exarr AS NOTED) U, V ORlCt7LING MQLSN17NG SECTIONS Gt!6& t 2.SEE ANrgoR SCNE77DLE QN SHEET 16&17. COMBINER 1N ANY Nb1Y TO SU17 ANY INSTALLATION. 374".1}'L`+.. . J.FLNt NEW WOOD FRAME'CQNS7Rt1C"ttON:d�, �Y,B SQUtISERN PINE Na.t Wf's rc QorsrTY E47�Ai, r FLORIDA BUILDING CODE (Non High VaEocity Hurricane Zone) td.'. 02015 TR7ECD M. 0.450 BERTHA 00- DEEP)ALUMI PANEL FR L nl*Rr, 1�4 4 TAPCDNS _ ¢� r+,441 asm/ts EASTERN METAL SUPPLY, INC 11M. wf �Pa xarrDN ?i _� 8919�1��'ar Q i9ic. 42ae xF mw wmr Ti5.1.11'iESiiN6&ENGINEERING CONPAh7 WEST ARCM L°2'>3G+L H-SNOT Tar.,, •. ,w PHONE(56 223-HOST FAX(.sHt)H4t-171ff r ALTERNATIVE 5 .'yx� 1'.� ` xis tnl�m moc ma DRA�NG Lw <A,cPf .,t vi C>' t4 WALTER A r L11 s P.E. s _. __SCALE:1f2 : t' ijjt>,..� �,iy.y S3yti E'Lt>FHTN+lie.44167 WOOD TRUSSES OR RAFTER 1/4"0 LONG ELCO ®24"O. C. REQUIRED PANEL MATES OR S.G. TAFti'ODE W/2'Min. " � TNRFADED PENETRATION TO£XIS7NG WOOD ' HEADER. (SEE SCHEDULE) 500 I EQ I I I O 11 I 1 � _ 1"x 4"x 1/8" t IMin. (6063—T6) O..• I I 77/8 0 x 3/32" I Alum. TUBE 1Y/ WING NUTS B' 12"O.C. 1 I I I (3) 5/16'0 x 4" . 1 I 1/410 x 3/4' I I I j I I EACH LASCREWS TO IRWBIDIX LOCATE SCREWTSCREW 1 I I 1 ry & 6"O C I I 4 Cont. AT M/DWIDTH OF WOOD HEADERj j i I I I EXISTING WOOD I REQUIRED I I w I I I MEMBER (2'Min. I I I NOMINAL WIDTH) I I W/2"Min. IHREADED I 1"tfin. o I 1"Min. I I' i N PENETRA70N. SEPARAnaN —1 SEPARATION I TO GtAss i y TO GLASS a y 43 I j � I I p � ALTERNATIVE 1 OA 1 I 7/8"0 x 3/32' wJ c i W1No NUT a SCALE: 1/2"- I" w . EVERY S7u0 w t NOTES: z (LIMITED TO 150.0, —66.0 ps.f. DESIGN LOAD x I I I 4 AND UP TO 9•-0"Max. PANEL LENGTH) : 1. INSTALLATIONS ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RATING o w & PANEL'S LENGTHS AS PER SCHEDULES ON SHEET 2 (EXCEPT AS NOTED) I I t I W 2. SEE ANCHOR SCHEDULE ON SHEET 16 & 17. 3 FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE 1 i 7/8 O X 3/32" SOUTHERN PINE No. 2, W/SPECIFIC DENSITY OF 0.55 OR EQUAL. I I I 1 I I I I I I WING NUT® 1 I EVERY STUD I I ® 12"O. C. I I I ow I o i i NOTE FOR COMBINA77ON OF SECTIONS: `i�atiU(e17Nae1nllfeiF N ,,� �NJER A. Cont. j j WOOD DECK WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE 1 000" REQUIRED COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. ;' NO I I I --I t-- (NO FINISH . 10 I i I I MIN. I ALLOWED) _ 44 _ 2"x 4- 'I "PLA cont. W f7 REQUIRED fl•• ,C '`. 1/4'0 TAPCONS .i��S;• •Q`�� W/ 1 1/2"Min. THREADED P£NETR4nON aMI(SEE SCHEDULE)O)PLAT£. ---- IIIIL/LN7N0fii 1/ sSS4ti4 4'0 TAPCONS FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) W/ 7 1/2"Min. 0201.1 IXTEGO M 0.050" BERTHA ALUMINUM STORM PANEL F.R.l. ALTERNATIVE 9 ALTERNATIVE 10 THREADED PENETRAT70N (SE£SCHEDULE) - (2.00" DEEP) anaxx er.• SCALE: 1/2"= 7" SCALE: 1/2"= 1' EASTERN METAL SUPPLY, INC as/�219 LE C 0 INc. 4266 WESr Raens araw INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS TILLIT TESnNG x ENGINEERING COMPANY WEST P ZC/A n•f4o7 J91h 94�.JG'.y NlG4YA Gtli0R6.R 9169 PHONC(561)209-8283,rA (WI)64-ms 15-045 pvw:(9s)B)1-iJJO.ra t(]09)971-19)1 N M �� GPoIINNG NO EB-0006719 n-nr Ja WALTER A.ilWi Jr. PZ SHEET 14 OF 17 FLORIDA Lic.44167 I/4"n rAPGONS W1 1 //2'MIN THREADED PEN--RWTA7N TO 0(p-mw WORD IYARR. 1/4"0-20 S S.MACHWE (SEE SCHECULI) BOLT W/Mir&WASHER - �0 7/8'z 3/37" I- �i17NG Nur a 72'RG / I o S I I Con! I 1 WOOD HFADER I I N j REOWRFD I W 1 j 1 I h 1 I 1 1 4i I I I _I",Nm.SEPARAnaN i I I I To CLASS I = I U W 7'W. ARAAON T GL I I I ti I TO GIAL55 I I I I I 1/4'0-20 x 3/4' I I I I S:S.BOLTS W/718'kI 12 O. hG NUr0 1 7/23' 3/32 I a I I I WING NUT 0 1 12'0.C. t i Cant. iii II T �27W WOOI TT "D�E—CK PLATE RODMain IiI II t - I I 11410 TAPCONS, 1/4'6 S.G. TAPCONS OR 1/410 _ PANEL M4755 W/FULL DOR Cont. THREADED PENfIRA710N 70 1/410 7APCONS PLYWOOD.(SFE SC14MUULFJ EXISTING Min. 1/2'PLYWOOD W/1 1/2'UM THREADED PENEIRAAON REO'O W/FASTENING (SEE SCHEDU7E) S TUDDSS 04 PER SECTI7 ON 2304 UF"THE ALTERNATIVE 13 FLORIDA BUILDING CODE. SCALE: 1/2'= 1' ALTERNATIVE 14 SCA1.F:1/2'= 1" . NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR MAX.ASD. DESIGN PRESSURE RATING *VALID FOR MAX. A.S.D. DESIGN PRESSURE RATING +50.0, —60.0 p.s.f. FOR UP TO AND PANEL'S LENGTHS AS PER SCHEDULES ON SHEET 2 78"PANELS LENGTHS, AND FOR +50.0, —50.0 p.s.f., FOR PANEL LENGTHS GREATER 2. SEE ANCHOR SCHEDULE ON SHEET 16& 17. THAN 78" UP TO 108" 3. FOR NEW WOOD FRAME CONSTRUCT70M WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/SPECIFIC DENSITY OF 0.55 OR EQUAL YSNYt�.1i1 I�C JAfI�r I 9� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) • ozD1,nLrizo,wR 0.050" BERTHA ALUMINUM STORM PANEL F.R.L NOTE FOR COMBINATION OF SEC77ONS: : -` nib �-� 1 (2.00" DEEP) DRAIN 6r. WALL MOUN77NG SEC77ONS CAN BE C EASTERN METAL SUPPLY, INC 03124115 COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. r/�F I L ECO INC. ^;'or 7„yV ;• q� 4268 LM CK F DRNE !ppV Q• TILUT TESTING&ENGINEERING COMPANY WfSr PALM FFAfJF f!"3505 15-045 Q1�10 Jas.w cRWn.°.ulee PHONE.'(561)2009-9265,FAIL(,6741-1716 J AEY7�S,• •` •!�i��`+1� cJv Plwna:(JSS)B11�0°06718(JltS)6/1-1St1 amu ott[ ORAMNG Na WPLTER A TILLIT Jr.,P.E. .1115 Or 17 Illi Illitiiiii� FLORIN Uc.44187 MAM UX A.M. DESIGN PRESSURE RATING (p s f) AND CORRESPONDWG 4M-a M ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS NAMWN PANU I(ATOP/ll MOOD£ASTBEAS APPI,CAH£IOAsa Ibt1'YlW I10G'/FASITMETs APFLYABfF.7D IIAVA29I A'COD FASiDRTS AFPNCA6lE TD A5 06GN IMQIMIeS ALfQW/TM1ES/A A Ol"PAf6i ASpR6Y6AE A6FIMII6 ALrERwimCS 0 Q tOVAHA!PANe. APRESRW£ NELYANi � ANY LT 60Na umw RA7A14^(P.¢IJ IAPGT/f6 SGIAPOJN flfN!•1 IYAS ANf�Ori@sY47MN' TLIIGIN x'(aJ. MMA7(PxI) s.GrAKVN Wit£N!s SOF TM74r� 1FlATlH 2'[R.) RAIOVG(_J,) TAPMNS SGTAPCWl yypw)£)IDIS OF ABEL 12' N/A N/A 1(TOP) 12' N/A N/A 1(TOP) 12' N/A N/A 1(IDP) 12' (BDDOM) f2' (FOTTOM) 72' N/A N/A I(BOTTOM) N/A N/A 7 N/A N/A 7 12" N/A N/A 2(TOP) 12' WA N/A 2(TOP) 12' N/A WA 2(IOP) 9' N/A N/A 2(BOTTOM) 9' N/A N/A 2(BOTTOM) 9' N/A N/A 2(BOTTOM) g• N/A N/A .TA(MP) g• N/A N/A SA(TOP) 9' NIA N%4 ,W(IOP) 9• N/A MIA 3(BOTTOM) 9" MIA N/A 3(BOTTOM) 9' N/A N/A J(BOrmm) 72' N/A N/A 4(70P) 72' N/A N/A 4(TOP) P72' ,Y/A N/A 4(TOP) 12' N/A N/A q(BOT1pM) 12' N/A N/A a(BOTfOM) N/A N/A 4(BOTTYJM) 9' N/A N/A 5A(TOP) N/A N/A Sq(ILp) N/A N/A ,SA(rOP) 9' N/A N/A 5(BOTTOM) 5 1/2' N/A N/A 5(BOTTOM) N/AN/A 5(BOTTOM) 9• N/A N/A 6(801TOM) 5 7/2' N/A N/A 6(BOSTON) N/A N/A 6(BOTTOM) +40.0,-40.0 8 1/2' N/A N/A 7(BO—) 8'-0" +40.0,-40.0 5- N/A N/A 7(FOrrON) >8=0' +40.0, -40.0 N/A N/A 7(BOTTOM) B'TO -00' OR OR OR LESS LESS WA f2' 12' 8(TOP) 1J' • l UP- LE55 N/A f2' 12' A(TOP) -D0"• +60.0. -60.0 N/A 12' f2' 8(70P) LESS N/A 12' 12" 8(BOTTOM) N/A 12'• 12'• B(BOTTOM)• N/A 12' 12' 8(BOTTOM) N/A 71 12' 9(TOP) N/A 12'• 12' 9(TOP) N/A 12' 12' 9(TOP) 12' N/A N/A 9(BOTTOM) 12" NIA N/A 9(BOTTOM) 12' N/A N/A 9(bYri70d1) 6" N/A N%A f0(50TTOM) 5 f/2' N/A N/A 10(BOTTOM) 6' N/A N/A fO(BOTTOM) 0' N/A 9' Y7A(rOP) 9' WA 9' 11A(RW) 9" N/A 9' 11A(TOP) 1. 4. 4- 11( m() 4'. N/A 4''• 11 (BOTIOL)•• 4'• N/A a'• 1 f(BOTTOM) 6" N/A N/A 13((OP) 6' N/A f1%A 13(TOP) 6- N/A N/A 13(TOP) 6' N/A N/A 13(BOTTOM) —=5 —t/2' N/A N/A l3(80T10M) 6' N/A N/A IJ(901[04)4- 4 4' 14(BOTTOM) --__ _— 4'u d'• 4'•• 74(807TLRf)•' —.—__ _ __4•_r_—.—4._•____4 • 14(BOTTOM) • USE 6"OC SPACING FOR PANL2 LENGTHS LARGER T76W f0'-0'AND USE 12'OC • VALID ONLY FOR UP TO+50.0, -60.0 p.xf,MAK A.S.D.DESIGN PRESSURE AS SHOWN ON SCHEDULE FOR PANELS LENGTHS EDUAL OR SHORTER THAN 10'-0" R477NC•WNN 78'Max.PANEL LENG7145 OR FOR UP TO+50.0, -50.0 P.6.f. MAX.ASD.DLSIGN PRESSURE RArNG VATH 96'Maw. PANEL LLNCRIS •• YAUU ONLY FOR UP 70 108'PANELS LpJGTNS. isll A. jF1;T1/fF`// �- ill'•• /v'+s FLORIDA BUILDING CODE (NGN High Velocity Nurrieone Zone) e2016 nLTEro,mc. 0.050' BERTHA ALUMINUM STORM PANEL rR-L 1VU = (2.00" DEEP) m"m BY. 44 67 Hy EASTERN METAL SUPPLY, INC 031"115 1LIEC® 6d c. 4268 WEST RMOS DRNE a,•,�, ' nSOLG 0:ENGINEERING COMPANY WEST PALM BEtC✓1,FL'73107 15-045 LVT TFS ✓ '• -•G PIfON'E•(561)109-Wee FAV(5°1)841-1716 e •!'l S Y\~ 6W a ®.]B�tr 3k.3e•]D111PC1fl.GN10ET�ft A1W $ :.t ., � ••<F ]p5pY17-7s:0.r:(w:Ten-lull f¢. DRANiITG No — -- -✓'� _JA,q Au ,�aW ® OOOOT an n-m aM r/!Y}IJdS'.1 L `i."•3�',� - PoDA lic. G4hFfAlSIIA€A.S.R. DESIGN PRESS£TRR I AZWG (gaff) AND CORROSPOMIING MAXi1lfW 9 Rr�OR SPACWG SCIMLTLE FOR INSTALLA YTONS MW WOOD FR4ME BCWrjVGS LMZNGtr ML%W FASIvf A•RK%HE 771 MAYMVN IrGLD FAAFTnR^ A fiM./16Cu�ro MAlA3R1N NDUD FAS/ENFRS Ai Ptra9E tG ASA➢FSN.T! A[7E'M'4iaE"i/d M4ttii;M PAM2 ASA LY,46Y FAYRxiI£S XTLT4WSNc5 f Q M4Xmw Au ASU AE44'N AtIERN6TA2$ltd ,IE419aM PAM2 DIdESUA1: 7'J:G" SGTAPC@.V 6arFSNa/t5 ANI'-RWIITEII%AV LE).GIN 2"0L) PR�st1L, %LiAA4 SGFYrdq � ANr GL'YClNAl1W tEt.4'm 2'{n.) PF^-,.SStA�C iSTLLitt SGTA°IX ft'amw AVv'W1+tRIiflON tiTGit1 Z"(NJ NAtm(pf.) TAawf IMATAMtk IiAF tx itrW Ra78Xi(y.F/f TA.CJ'1NS puvtu,F lYAS a`7hW td1D1'G fPVY:) 7AEwm q rr nz -mm 17' NIA NIA 1(TOp) 12' N/A NIA I(70), 8 1/2' ttlA NIA I(.w) 17' NIA NIA t foo-X) 12" N/A NIA 1(aarrOM) 9' NIA WA 1(AXNNIM) it' NIA N/A 2(70P) 12' NIA NIA 2(Top) 9' NIA NIA 2(10P) 9• NIA NIA 2(BoTrom) 12' NIA NIA 2(BOrrom) 9. NIA NIA 2(BORON) 9" NIA NIA 34(TOP) J2' NIA NIA 34(OR) $' NIA NIA S (ZDP) 9• NIA NIA 3(BOTTOM) 12' NIA N/A 3(90772X!) 9' NIA NIA 3(80ROM) II" NIA NIA 4(IOP) 12' NIA MIA 4(mp) 9' NIA WA 4(Top) f1" NIA NIA 4(BOTTOM) 12• NIA NIA 4(RUM M) B' NIA NIA 4(BOTTOM) 9' N/A NIA 54(10p) 12' NIA WA ,Y(mn) 8" N/A NIA m(rap). 3 1/2' N/A NIA 5(8077-X) 1. NIA NIA 5(80T1OM) 3" NIA NIA 5(BOT70M) NIA NIA 6(BOTrOX) 4' NIA NIA 6(BOTTOM) 3' NIA NIA 6(6077-X) +6 UP 70 o o 3 1/2' NIA NIA 7(80770M) 9'_o' +40.a 0 3 1/2" NIA NIA 7(BOTTOM) uPS'-0' +90.20—.O 3' NIA NIA 7(ROTTAiil) ' 70 + To OR 8ao,-9RO NIA 12' 8' 8(1T1F) Lps +@0.0,-6O.D NIA 72'` @'` 8(7}7P)x 12"-6+Wo V,,-130.0 NIA 12" 6' 8(TOP) LESS NIA 1" 6' 8(80770M) N/A. i2' a'• 8(80TrOM)• NIA 12' S' 8(GoTTOM) . NIA 12' 6` O(1OP) NIA _ 1' 6' 9(TON) NIA 12' II" NIA NIA 9(80770M) t2' NIA NIA 9(Bor7OM) 9- NIA NIA 9(6077-") 3 7/Z' NIA N/A 10(80770X) 4" N/A NIA t0(BORYJM) 3' NIA N/A )D(8-7771X) 9' NIA 9" 11A(NP) 12" NIA 10 112' I1A(7-P) 5' NIA @" 1 m(TOP) NIA NIA NIA 11 (80770.X) 4'•• NIA 4'— 11(soncu).x NIA NIA NIA t i(BOTTOM) 6' NIA NIA 13(TLN) 12' NIA NIA 13(TOP) 6' NIA NIA 13(70P) 3 112' NIA N/A 13(RD)TOM) 4' NIA NIA_ 13(BO)TON) 3' NIA NIA 13(BOTTOM) NIA NIA N/A 14(BOTTOM) 4'xx 4... 4'o t4(DO770X)xx N/A N/A N/A T4(80770X) • USE 6'OC SPACING FOR PANEL LENGTHS LARGER 714U1 10'-0'AND USE 12'OC AS SHOWN ON SCHEDUIF.FOR PANELS LENGThS COWL OR S110R7ER THAN 10'-0' .. VAUD ONLY FDR GP TO+50.0, -50.0 p.s.f.MAX.ASO. DESIGN PRESSURE RA7WG WRN 108'M.A.PANEZ LENOMS. ARI Yl*&.�A7s F FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) No.44167 ozDu mrEGG.INC 0.050" BERTHA ALUMINUM STORM PANEL F.R.L ..J (2.00" DEEP) mw eri ��Ana• EASTERN 4 METAL SULY, INC WE: d • *' '�;^��`'� TTUJT TESTING&ENGINEERING COMPANY W69 PAW MM FL JWQ7 �iN A 1 q PWN&'(56t12Av-dW.Far:(sst)841-17tD 15-045 !!i IV 4 ` \1\'` PAmc:(Ja5)81i-i5]a.rm:(.nSpTi-last m.to aemvar m.rb uxnnxw OAAwiNO do A1ll.`11Q!}4}}I}Hi\\1 E9-00UIT7B am rr-r�r WALTER A T4LR.Ir.,P.E. FLORIN LiC.4416? SHEET 17 OF 17 y Florida Building Code Online Page 1 of 2 r .' �"sf �` '�` 51 .x.4^ 0'` �OIi(�d Ieparrent( BCIS Home t Log In l User Registration Hat Topics�k Submit Surcharge Stats&Facts i Publications y FBC Staff; BCIS Site Map p Links (6 Search Busines �I F t f (Y� �i�fessi UI USER PublicAUser pproval Regulation Product AoproyaI Menu>Product or Application Search>ADPlic ation List>Application Dat.it `r�.1�� .,v FL# FL1850-R10 Application Type Revision Code Version 2014 Application Status Approved I Comments Archived Product Manufacturer American Shutter SI stems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@eastern metai.com Authorized Signature Bill Feeley Irodriguez@easterni etal.com Technical Representative Address/Phone./E mail Re Quality Assurance n Representative ntative Address/Phone/Email I Category Shutters Subcategory r ccoPdion I Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional)Engineer 1 , Evaluation Report-Hardcopy Received I i Florida Engineer or Architect Name who developed Walter A.Tillit,Jr., P.E. the Evaluation Report i Florida License PE-44167 Quality Assurance Entity National Accreditation and Managelment Institute Quality Assurance Contract Expiration Date 12/31/2017 I Validated By John W.Knezevich PE r Validation Checklist-Hardcopy Received Certificate of Independence FL1350 RSO COI V Accordion CI HVHZ.odf Referenced Standard and Year(of Standard) Standard i Year TAS 201,202,2031 1994 l i Equivalence of Product Standards Certified By I Sections from the Code Product Approval Method Method 1 Option D I I https://floridabWi ding.oi-g/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs9%2f%2ftCOhpJQ... 2/15/2016 I Florida Building Code Online Page 2 of 2 r Date Submitted 04/26/2015 Date Validated 04/28/2015 Date Pending FBC Approval 04/29/2015 Date Approved 06/23/2015 Summary of Products FL# Model,Number or Name Description 1850.1 Bertha HV Accordion-Blade 3 Extruded aluminum blades folded together thru knuckles and (HVHZ)Drawing# 15-081 retained by tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 R10 If A.S.S.A.INC. drawing DRWG.15-081.pdf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile Level"D". Max span is 12'-7"for 35 FL1850 R10 AE A.S.S.A.INC. P.E.R DRWG.15-081.pdf psf positive ASD load and 13'-0"for 35 psf negative ASD Created by Independent Third Party:Yes load for one specific condition shown in span tables.See additional loads and spans on engineered drawings. 1850.2 Bertha HV Accordion Shutter Extruded aluminum interlocking blades retained by tracks (Combo)-HVHZ-Drawing#15-079 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 R10 Ii A.S.S.A.INC. DRWG.15-079.pdf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Level"D". Max.span is 13'-2"for 30 FL1850 R10 AE A.S.S.A.INC. P.E.R. DRWG.15-079.pdf psf positive ASD load w/o window blade,16'-0"for 30 psf Created by Independent Third Party:Yes negative ASD load for HVl blade w/o window blade for conditions indicated on schedule#1,sheet 12.And 15'-5" for 30 psf positive ASD load w/o window blade and 18'-0 for 30 psf negative ASD load for HV2 blade w/o window blade. See sheets number 12,25,28 and 28A of installation drawings for other spans and pressures. 1850.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 1 Only(HVHZ)- Drwg# 1S- (top and bottom)for storm protection 080 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 R10 11 A.S.S.A.INC. Drawing DRWG.15-080.pdf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile level"D". Max.span is 16'-0"and FL1850 R10 AE A.S.S.A.INC. P.E.R DRWG.15-080.odf 14'-9"for 30 psf ASD negative load depending on Created by Independent Third Party:Yes centermates and locking rod configuration for the HVl blade, 8'-0"for+64,-72 psf load for HV blade for Keystone mountings 7'-0"for+75,-75 psf for metals stud mountings and 8'-0"for 110 psf.for HVl and HV1A working in unison. See sheets 7,11,20 and 19 respectively of installation drawings for other spans and pressures. Back Next Contact Us::1940 North Monroe Street Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AAIEEO 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: 1W Ed RM seCUr1 '}t6'rRICS' littps://floridabuilding.org/pr/pi_app_dtl.aspx?parain=wGF,VXQwtDgs9%2f%2ftCOhpJQ... 2/15/2016 GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)FUS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(5th EDITION) C OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. TABLE Of CONTCAITC DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL L7 l.i LI V J BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THIRD 15,19&20. AREA 1• HV BLADES 1T& QAl IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 M ORDER TO COMPARE THESE W/MAX.(AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVERSTRESSED,A 33 R INCREASE IN ALLOWABLE LOADS FOR WIND LOADS WAS TN01 USED IN THBR ANALYSIS.BERTHA SYSTEM COMPONENTS 21-37 SHEET 3 H.V.ACCORDION SIIUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE,ABOVE MENTIONED CODE AS PER ATL TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 REPORTS: " -HV BLADE O#0214.01-03,#0715.01--03,#1004.01-05,#1214.01-05,80317.02=08,#0609.01-10 AND 80210.01-11 AS PER TAS 201,TAS 202 AND TAS 203 PROTOCOLS AREA 9• HV BLADE(11)AND HV WINDOW BLADE 1nA &#12.90-01-10 AS PER TAS 201.LAS 202&TAS 203 PROTOCOLS LARGE MISSILE. -HV WINDOW BLADE ®#0505.01-C8 AS TAS 201,202&203 PROTOCOLS AND 0725.01-08 AS PER TAS 202 PROTOCOL (WHERE APPUCABL.k1. TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 2.HV BLADE @ AND HV WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL.LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19. INSTALLATION DETAILS A-F,CONCRETE/BLACK SHEET 6 INSTALLATION DETAILS G-M.CONCRETE/BL(1CK SHEET 7 3.BERTHA H.V.ACCORDION PINS(HV SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE# 14X2.75 AND # 14X1.75 RESPECTIVELY,410-HT MINIMUM CRMMATE DETAILS MA SHEET B SERIES STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSHIELO COATING SYSTEM AS MANUFACTURED BY CENTERMATE ALTERNATING DETAILS HV SHEET 9 APPROVED COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION AU-OY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR OU63-T6 ALLOY IS 31.7 ks1 AND 35.7 k1j END CONNECTION DETAILS1-6,CONCRETE/BLOCK SHEET 10 FOR 6005-175 ALLOY. - MAXIMUM SPAN TABLES - SHEET 11 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RERSTANF COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 k$i MIN.TENSILE ANCHOR SCHEDULE- CONCRETE SHEET 12 STRENGTH AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE-CONCRETE SHEET 13 6.BOLTS TO BE ASR4 A-307 GALVANIZED STEEL,OR ASI 304 OR 316 SERIES STAINLESS STEEL W111R 35 k-i MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-CONCRETE SHEET 14 ANCHOR SCHEDULE- CONCRETE BLOCK SHEET 14A 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE 1D: 12,13,14,14&15 AND'20 ANCHOR SCHEDULE-WOOD SHEET 15 FIV BLADE D&® WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS M-R,WOOD SHEET 16 INSTALLATION DETAILS S-X,WOOD SHEET 17 S.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT#G'779,5S2.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT#5'458,179 ISSUED TO END CONNECTION DETAILS 7-12&X WOOD SHEET 18 EASTERN METAL SUPPLY,INC" , 9.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT-ETH THE BUILDING TO PREVENT WIND/RAN INTRUSION, AREA 3• W WINDOW BLADE ONLY 10. EACH UNIT MUST BEAR PERMANENT LABO.IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL TYPICAL SHUTTER ELEVATION SHEET 19 HV AND HD CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION.AT ACCORDION SHUTTER IN ACCORDANCE WRH SECTION 1710.6.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 171082 OF THE FLORIDA_BUILDING CODE _ -' _ AREA 41 HV WINDOW BLADE L L/ONLY 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 __ WHERE PERMIT IS APPUED TO, _ 13.(a)THIS P.ED.PREPARED BY THIS ENGINEER IS GENLRIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. - -- (b)CONTRACTOR TO BE.RESPONSIBLE FOR THE 5ELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.E.D.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (D)THIS P.E.D.PALL BE CONSIDERED INvauD IF ALTERED BYANY MEANS. THIS DRAWING SHALL ONLY BE USED TO _ OHfAIN PERMrIS IN THE STATE OF FLORIDA (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.)F02 THE PROJECT-AND-WHO WILL - ---BE-RESPONSIBLE-FOR-THE-PROPER USE-OF-THE-P.E.O.ENGINEER-OF_RECORD,-ACTMG_AS_A. DELECATED_ENCINEE7R TO THE RED.ENGINEER SHALL SUBMITTO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. -- (a)ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. ie... FlO �� L Hi h Velocit Hurricane Zone Q~ .. J ®2015 EASTERN METAL SUPPLY,INC. 3 '�GEIdSF BERTHA HVTM N '� 70 ,7N� ���■�>m�. Accordion Shutter System H.V.BLADE#1 w/OR W/o N,V.WINDOW BLADE 635+`N.W. GINEAmerican Shutter Systems REY,Nv DFSCRIIRIQN GATE DRANK BY: ILL. & ENGWEERING COMPANY 1 ' •. ssociations Inc. 1 QLD 11-193 /10/1 DATE: D4/10/15 . 0• 'b AIS��.�+1� N.7E IN Sta.JOS, GARDENS,-,W=k 3316 4268 We9t Roods Drive 2 S Phorre:(305)371-1530.Fax:(305)871-1531 DRAWING No-- s '"""�C�� v-mail:6fteco®od.eam West Palm Beach, FL 33407 y AL L EB-0006719 Phone: (800)432-2204 . Fax: (561)209--8380 4 15-080 �i�•.... WALTER A.TILUT Jr.P-E. EwIED PF- FLORIDA .#44167 5 SHEET - -- - 6- - 1 OF 20 - ' 3'o FOR WIDOW RAM GVARIES 1.918" 1.491" 1.200• \o 4.371 \• -._._. 4.38$" 6• b " 4857" 4.989" 1 HV SOLID BLADEUNIVERSAL .375' 0 HV 90'f 180' STARTER HV U IVH ERSAL FLOATER b '\ W COVERED UNDER US PATENT # 5458179 QUALIFIED OR USE / QUALIFIED FOR USE W/ HV BV+DE 1Q ®.HV DIRECT MOUNT HV BLADE to HV WINDOW BLADES 6005-T5 ALLOY AND TEMPER QUALIFIED FOR IJAE W/ HV 6063-T6 ALLOY AND TEMPER BLADE 1 .37.V- 6063-T6 37 -SEE LIMITATIONS OF USE OF BLADE®ON SHEET 19 6063-T6 ALLOY A )TEMPER 37. 6063-T6 ALLOY AND TEMPER 3.226' 1.500• - - �P) 670- h - 2.670' 3.556" o .994' 1.000" - .670' 2.226" 0 072 842 p o n 4.897" S - 4o v. • .815' .092" n .i 4.438' --- O7 HV ADJ- ADAPTER W/LIP 12 375" 07 3.226 QUALIFIED FOR USE W/ HV �B�HV WAI-K-OVER TRACK .920 (JHV M. FLOOR TRACK 6063-Ts BLADES QUALIFIED FOR U E W/ HV HV TRENCH TRACK 55- 3.750 ALLOY AND TEMPER BLADE 1 QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADE(D ONLY. HV RAINGUARD BLADE 0 6063-T6 ALLOY AND TEMPER QUALIFIED FOR UAE W/ HV 6063-T6 ALLOY AND TEMPER VARIES 1.938' BLADE 1 k - 15" VARIFS 1.936' 6063-T6 ALLOY AND TEMPER ' 1 • 1;917' o a 063" .._ 083• .093...100"m 670 Ri670 1.686' 70 - e9 3.529" 670 027 11 HV CEILING HEADER ti!9 HV HEAD/Efi(SILL 13 HD CEILING HEADERISILL 3s Q ALIFIED FOR USE W/ HV BLADE�IONLY, QUALIFIE6o603RT6SALL0Y HV AND BEMER_)ONLY QUALIFIED FOR USE W/ HV BLADE 14 ,HD WALL HEADER/SILL SEE SECTIONS FOR VAUDI SEE SECTIONS FOR VALIDITY. OUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 AFLOY AND TEMPER BLADE1p ONLY. 6063-T6 ALLOY AND TEMPER COMPONENT A B T1 T2 IRI%MNYMNt % Y t 2- 5-MAX. 1/8" 1/8" 2" 7" 0.125' .--.. 3" 3" 0.090" 16 2" 5"MAX. 0.192" 0.192" L_ - Q 16 SIDE ANGLES ALUMINUM ANGLES 19 2.5" 7"Max. 0.190• W1 QUALIFIED FOR USE W/ HV 0.190 0 CORNER POSTS BLADE 1Q QUALIFIED FOR USE W/ HVEO FOR USE W/ HV BLADE 6063-T6 ALLOY AND TEMPER BLADE 01 ONLY, ® 2' 5'MAX. 0.139' 0.131" 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODS High Velocity Hurricane Zone m 2015 EASTERN METAL SUPPLY, INC. 'viceF�. BERTHA Ni/TM !L E C Q ■�. A.�■�■�■ Accordion Shutter System H.V. BLADE#1 W/OR w/0 H.V.WINDOW BLADE TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems REY.No D69CRIPnow DATE DRAWN 13Y-. N.L ,,q CuT OF a; Association. Inc. 1 Oto 11-193 4/10/1 DATE... 04/10/15 -l' 6355 N.W.36th.54.Sta.30.9,VIRGW G ENS,FLORDA 331 .....-...- Q••' �� Phone 305 71-1530:Faz 305871-1531 st Palm'West Roads Drive 2 " Bfi1.. 30 ( I West Beach, FL 33407 DRAWING No (C \ e-mqE 0671 ol.mm3 AL�N6 WALTER AD0D�19r.P.E Phone: (800)432-2264 . Fa.: (561)209-8380 4 15-080 P. SIGNATURC/DATE FLORIDA Luo p 44167 6 2SHEET 20 4.6 9 9' 4.578" f/a'-20e1/" t/4•-20 16 CAST .93' 0.334• FIAT HEAD THREADED HOUSING INTER 1/4`-20 2.293" •745" S.S.M.S 8N'ED PNN1ID B9iElD4B 0LISIN T ..g4ENAMEL 0• bq0� (2 TIP.) m RWED PNMm 0 RRJ o,n FESS TURN.. MOS. .062' , r t` '� w o c 875' 318' G 1.325_ o O6 _ t Bf10..K CYLINDER "MASS CNNOER Ai a•45q• �"• e &KEYS(CHROME (MIRDME PLATED) RAJ ' PLATO) 21 HV CENTERMATE V F A GCE E ''s' bo• °so• 1.325 m= ® HV LOCK (g HV EGRESS LOCK QUALIFIED FOR USE W/ HV BLADE tO& ONLY ,y��J 3.oz3" 6 5' QUALIFIED FOR USE 4Y/ HV QUALIFIED FOR USE W/ HV - 6063-T0 ALLOY AND TEMPER QUO FOR USE W% HV BLADE 1 8c 1A ONLY m a-y BLADE(F& ONLY. BLADE 1F& IUS ONLY. 6063-T6 ALLOY AND TEMPER 2 HV CORNS CENTERM T UUU 250'OA. 0 ALIFl60 FOR USE W/ HV EIADE t ONLY .18' 2.874' 6061-T6 ALLOY AND TEMPER PLYSOC HEAD 1.756• .94.045• _21_ u0 SCREW 2.079' .753' 061 P " 825' .3611"AF(ER RNETWG -°Q o v+ /�}"�-2O X 3/4" BEFORE RNE(ING °°D (�I y� n n S.S. THUMBSCREW 14" -20 RIVNUT* *SERIFS Baia ALuunvuu(2024-r3 ALLOY)LARGE FLANGE THEN J g SHEEP NUTSUU.PART 0820,AS MANUFACTURED BY AVDEL 2750t I 2750—_._I m m - .622_ PIAN � FROEIT ELEVATION � " " 4.586 CHQi9Y 7EXTORN,PMSIPPENY,NEW JFJSlY 07054 OR EQUAL HV LE LOCK CE TERMAT " ., HV "T" LOCK ® �V ALTERNATIVE LOCK LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE 1Y/ HV BLADE 1 ONLY (� HV FEMALE T LOCK CENTERMATE ® QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER - QUALIFIED FOR USE QUALIFIED FOR USE W/ HV BLADE�ONLY QUALIFIED FOR USE W/ HV BLADE(1i)ONLY W/HV BLADE ONLY. 13LADEQONLY. 6063--T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER' py 1.917 1.917' 3.167 - _ • -m 0 3432 - THUTABTURN 063" , 2 1.03 GjJ)(ltljlYI7 CYLINDER OR KEY CYLINDER .214• .545' 0.875'Mfn. 1 .125'Mar. 31 HD CENTERMATE W NO LOCKING ROD `3HD CENTERMATE W1 LOC LNG ROD40 mO°° 0 " QUALIFIED FOR USE W/ HV BLADE 1 & t QUALIFIED FOR USE W/ HV BLADE t & t l 80,1• 6063-T6 ALLOY AND TEMPER #3 HD CENTS MATES INSERT m $ - -- - --- ------8063-T6-ALLOY-AND-TEMPER_ -- VARIES Iz'MIN. QUALIFIED-FOR-USE W/_HV-BLADE 1-&-1® - --- -------- --- - _ --- - 1/4-0-2U S.S.OR 3/8-16 1.130• 6063-T6 ALLOY AND TEMPER THUMBTURN �ACETAL THlM85CREWS. tf/2' � CYLINDER (SEE DETAILS) Q° _ OR KEY 1.57 Min. CYLINDER 1.78"Max. -$- ®-LOCKING-RODS - m - 37x9 — 1/4'0 - K _--- QUALIFIED FOR USE W/ HV BLADE(D HV 318"0-16 ACETAL HV 1/4" 0-20 AISI 304 BY REGENT PAROWARE MORTISE LOCKS SERIES 2333 Hau BOLT LOCK. 6063-76 ALLOY AND TEMPER THUMBSCREWS SERIES S.S. QUALIFIED FOR USE W/ HV BLADE 1O& (5)INSTALLATLON WILL REQUIRE A 7/16" HOLE QUALIFIED FOR USE W/ HV BLADED QUALIFIED FOR USE W/ HV BLADE 1 DRILLED AT TRACKS FOR PROPER EMBEDMENT R ORI gh Velocity Hurricane Zone ',,,'Ltl�ep A• }���i�r ®2015 ES7ERN METAL SUPPLY,INC. ����, Lfl C9 •l 4i�=_ BERTHA HVTM /TLri7q o ■■■■ Accordion Shutter System INC.�� H v. 31ADEi w/OR w/o N v WN"BLODE TILLIT TESTING & ENGINEERING COMPANY A('nerican Shutfer Systems M.Na DESCRIPTION DATE DRAWN BY: M.L 6119 10.1Y.381K SE,51x.J09,VIRgATA CAA1)Cib,-L..DA 3316 Associaffe, Inc. I DLO 11-193 /10/1 DATE: 04/10/15 ftTE QF I 4268 W..t Road.Drive 2 (305)871-1530.Fax:(365)671-1531 DRAWING No-- •': a-m'1:011eco®-1— West Palm Beach, FL 33407 ; o toAIDP,."•t(�i EH-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 4 15-080 S��•.�,•�••^ �� WALTER A 7ILt/T Jr.P.E. FLORIDA Lc.#44167 S SHEET - 6- -- - 3--OF 20-- - SHUTTER ASSEMBLY SCHEDULE FOR ( 12 HV 1 HV 3/8.0 72'RUN. , GE 41 4 ® -� TO BIADEiT P 625' i HV BLADE 1 U! I E tp� is7s'! ® , I, @`\l� I HV WINDOW BLADE .0625" ��x_x •0825 .O6T5' HV BLADE 1A I ;'I a BLADE'S '®OPEMN _1675' Y 0625 HV LONG RECESSED iJriON BUSHING 9 1 i I o .T N I KNUCKLE 0.0625' 3� HV SHORT RECESSED NYLON BUSHING oR I •, R1.7 I ® HV NYLON HAT WASHER O OR ® ,I N n I FLAT s RnoNj --3I� ® HV WHEEL CARRIAGE AISI 302-303 SERIES ��Dz.e75D" X 0.870"x3/i6' THICK NYLON WHEEL. i{ 2 7/s'MIN. E HV WINDOW 0.188"0 AISI 302 SERIES S.S. RIVETS 11 315"aa EPCARATI .0625' 03.00 3.7500' SEPARATION BLADE 0625' ® HV 1 3/4"ACCORDION PIN W/ #8 HEAD * EXTERIOR OPENINGS t 5 3/4' coon r-v ���"" N1ER5� .7500' �3 HV 2 3/4" ACCORDION PIN W/ 8 HEAD * 41 47 C2 Ct /4 exttra0l:FI,vnUDru ® POLYCARBONATE IMPACT RESISTANT HV WINDOW _ I _ i I, e�� TYPICAL HV WINDOW BLADE i�A AND POLYCARBONATE HV WINDOW DETAIL OUR ® ( 4 or N.T.S. 1tE0U1RE NOTE i i 1�OR ® - i I I *POLYCARBONATE IMPACT RESISTANT HV WINDOW i BAYER MAKROLON 3103 POLYCARBONATE { ` MIN. RESINS, UV-STABILIZED GRADE OR SABIC * Y TO RIADE B ME INNOVATIVE PLASTIC LEXAN 103 RESIN �g��PIN RE UIREMENTS AT EXTERIOR SLADE KNUCKLE FOR g I O R ® i i (SEE NOTE "F" ON SHEET 19). (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q OR ; POLYCARBONATE SOURCES FOR U Hv BLADE. EXTERIOR ® TYPICAL SHUTTER ASSEMBLY APPICARE �' N.T.S. TTPIfJVL PftOPFAIl6 S1A'IDViD ww vat AT HV PIN©OR(43 AT Rarne1GE "� r/ tm (2) HV PIN ® MAY BE USED IN LIEU OF ®AND ONLY AT ExTERIOR ° E!II'9fEI: EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O 60324' BLADE'S KNUCKLE.(SEE NOTE x FOR SPECM GMN1Y ASTM W92 an43 mon' 0.0 3 mM' BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. '' REQUIREMENTS) .D4 "i- Ira m YIFiD S'll>E1JCRt ASN OiTR 9.4DD P.%.. 9.500 P.ai. ttP. I I rtEXUPAL SIAENGM AT YIE3D ASM D790 14500 P,1. 13,400 p--J.(3) HV PIN © OR ® W/ 1/2" O.D. 1/16" THICK S.S. WASHER � ® y {j FLML Wo Us ASTM D7.0 —,eee P. 345•0De P.si. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, `a> {i IM=. 1 Oi SHEET QO i CHM QODVun�6mG6: F1 ASTM WM 16 -IoM FT-115/..17FT-115/.. WHEEL CARRIAGE DETAIL SMOI2 DUN,M ASTM D2b,3 472 X 64.3 X'- al.s. ASSEMBLY LAYOUT PATE OF rwRrerac A31M Dei c-I c 5 0-1 0-1Z N.T.5. St3F 1GN l AS1Y DIM 1040'F 999-F ASIM D196 TONSILE 91RENC1n ARFA wFwn lmrlC Arn aS9 9.w3 P%. D640 Pet n HY BLADE SOLID & (A HY WINDOW BLADE DETAILS °�E 891Mt��° S" 6M6,&`P'``. 6660 P'1 N.T.S. ,rr�"""""- FLORIDBUILDING CODE(High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY, INC. °,%'��� ''��cEMg' �� : BERTHA MY, ASSA ° Accordion Shutter System ' = !L ECQ �.�. zr: H.v EaADE#1 w/OR w/o H.v.vaNmow RADE �.(s ? American Shutter Systems REv.No OESgsPnON DATE DRAWN BY. M.L. 9 rTE OF JlnWT TESTING & ENGINEERING COMPANY Association, IflC. I OLD 11-193 4/10/1 DATE: 04/10/16 33 a.W.36th.st,ste 303.mRG,1U GARDENS.MMM 3316 :(305)671-1530.Fax:(305)871-1531 4268 West Palm. R..d2 DRAWING NO _ .—Ii:tilt—G-1— FL 33407 3 'ss/ol�i/��.ijil e'4, WALTFA—00067 9r.P.E. Phan.- (800)432-2204 . Fax: (561)209-8380 4 15-080 P.E SEALJ3WM4TUREN�TE FLORIDA Lic.$44167 5 SHEET 6 4 OF 20 Q+®m *NOTES ON HV LOCKS AND CENTERMATES 1.MANDATOITY CONDITION it:ONE HV LOCK®or 63 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE ORB OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105".AND FOR INSTALLATIONS AT ANY , 8 tc ELEVATION. HV LOCK 2 or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED To 0 OR CENTERMATES W/(2) 1/4.0-20 x 1/2'LONG FLAT HEAD S.S. M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. - ^ FLDO CEILING Ij�QAIjOONS.. TWO W LOCKS OR OR ONE HV LOCK QR W/TWO @) 40. � LOCKING RODS 0,AT TOP & BOTTOM SHALL BE SED F R ANY SPAN AND IN ALLATIO AT ANY ELEVATION. v HV LOCK 0 OR.Cy SHALL BE ATTACHED TO 1 OR q@ CENTERMATES W/ SME SPECIFICATIONS AS PER ®" MANDATORY CONDITION #1.LOCATION OF I OC K LOCKS AS APPLICABLE SHALL.BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE #3 ON SHEET 12. - - - 3. gMtOL WHDMqN • IF DESIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV MV-VA- LOCKS OR qq MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES s OR SHALL BE AS INDICATED ON NOTE(1)ABOVE. 4 oR��DR�6 oa@0 oR(V L.. ON OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. �d4. offnm4° coNpTim Y2 NuD ONLY wHEN M.eNDAMW CONDITION #1 OR LIMITED MANOR/COND17" 'B- �ivr r z� H.V.�2 1S US£D ff!/7W0 LOCK51: LOCKING RODS TO ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY SBO C7II a BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS Cj OR AN ALTERNATIVE DEVICE �oC MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSTHON). �7ro HDC-Hvc -63 'S.MANDATDRY C1)NIY,RON A2:ONE W LOCK®0 6 SHALL BE USED AT CORNER CENTERwEs FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK or 0 SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, o as. '$Bif ¢"c5 ATTACHED TO Q�CORNER CEHITT]RMATE W/(2) f//40-20 x 1/2"LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS 1S^ 2 > AT TOP &BOTTOM SHAH BE USED. LOCATION bF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. Qx MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. o- A MDD-IND 6. / T N —� i O-AINE ALTERNATE FfV LACK MAY BE USED IN LIEU OF HIV LOCK R4,1 or FOR ANY SPAN AND I ! CEcGn INSr TIONS AT ANY ELEVATION. ALTERNATE LOCK®MAY'BE USED AS A1J NSIDE OR OUTSIDE LOCI( ATTACHMENT v ® OF 1/4"0-20x3/4•S.S.THUMBSCREW TO�OR @ CENTERMATES STALL BE MADE'W/1/4"0-20x3/4'ALUM. RIVNUT AS SHOWN ON SECTION HVE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER.SPAN. ' 7. "S0.DATOnI CONDI^^k 8;FOR KE'V1irO:IF MOLDv:ING'1'At1-4110Na• ONE HV LOCK or®or®SHALL BE SEE END USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"AB GVE 0(�BEIAW 1/2 OF SHUTTER SPAN FOR SPANS UP CONNECTION TO 96',AND FOR INSTALLATIONS AT ANY ELEVATION. I4V LOCK®or 3 or®MAYBE USED AS AN INSIDE OR SETNLSSHE ETS ON �w P a v w z OUTSIDE LOCK, ATTACHED TO or SYMMETRICAL CENTERMATES W/(2) 1/4"-20 x 1/2' LONG FLAT HEAD S.S. 18 TYP. FULLn M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/ HOGHr. OF CORNER OR®TOP AND BOTTOM IS COMPLETELY MANDATORY. DM1MD 1T0� ---� --� CENTERMATE *NOTES QN HV T LOCKS AND CENTERMATES: @oR�ov.O+OoR®aR10 1. SECOND AL70 TE TO MANQsTOR1r 0014IM N#1 VALID ONLY FOR W Y IQCjK�.AND MEMATES®AND QQom� —010-.015-w _ _ _ __ ,,• ONE_AUHV ZRNATE- 'T'LOCK MAY BE INSTALLED IN LIEU OF HV LOCKS ®OR P*FOR ANY SPAN AND +15 3 1 +1 a+ INSTALLATION A7 ANY ELEVATION.-ADNATE-LOCK if AY-SE-USED-AS-AN-INSIDE-OR-OUTSIDE-LOCK,-ATTACHMENT----------- � OF LOCK(8)INCLUDES USING REINFORCING LOCK (d,AS SHOWN ON SECTION HVG,SHEET 9, WHICH MUST BE ©+O+©IX2©+O+1$oR CONNECTED TO CENTERMATES®AND @ W/ f/4"0-20 x 1 1/2"LONG S.S.THREADED BOLT W/7/8'0 x 3/32' ©+®DR +®m®+©aR WINGNUT OR V!/ 1/40-20x1'S.S.M.S. INTO A 1/4"0x 5/8"RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 72' R_ISE OF IWO LOCKING RrQl(4 TOP AND RGFOM IS MANDATORY. *NOTES ON Ha LOCKS & CENTERMATES:_- r �p 1, : ONE ALTERNATE HD LOCK�MAYBE USED IN LIEU OF TYPICAL-111-HV-0 LAD Ir SHUTTER-SH -W-LOCKS` _CER. FOR-ANY-SPAY-AND-INSTAllATIOAIS-AT-ANY-FLEVA110N.-ALTERNATE-HD-LOCK-®-MAY-BE_USM N.T.S. AS AN INSIDE OR OUTSIDE�x LOCK.ATTACHMENT OF HD LOCK(5 o TO t0 IS W/3#8 x 3/8• F.H.S.S.M.S.,AND INCLUDES REINFORCEMENT INSERT(B AS SHOWN ON SECTIONS HDB- AND OC-HMC,SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS @IS COMPLETELY OPTIONAL 41LjjA T/ �' FLORIDA BUILDING CODE igh Velocity Hurricane Zone, ©2015 EASTERN mErA.L SUPPLY,INC. °pQ�:AGF-"5 •9 BERTHA HVTM A.S.& ■ Accordion Shutter System H.V. BLADE#1 W/OR W/O KV.VAN]OVO BADE L •,elf ::� TIWT TESTING & ENGINEERING COMPANY American Shutter Systems Rech DESCRIPTION DATE DRAWN UY: M,L S "• p fj �P. s35s N.W.ash.St.,Ste.3D3,nRGNA GARO s,FLORIDA 3316 268 West Reed Inc, 1 otn n-ts3 a/to/1s Dn1e oa/10/ts Phoee:(30.5)871-1530.Fox:(305)871-1531 42aS west Roads Drfva z DRAWING No tri—� AA�1A � o-mall:NtecoOoo1— Wast Polm Beach, FL 33407 3 ES-0005719Phone: (800)432-2204 . Fox: (561)209-8380 15-080 '�•�...i•.N••�'•• WALTER A TILUr Jr.P.E. ------ --P.&SEVSIGNATURE/DATE- -- FLORIDA Lk..§44187 5 SFIEET POURED CONCRETE OR POURED POURED REQ 1/4'0-20Z/4'BLOCK -1/4'0-20x3/4'S.S. CONCRETE CONCRETE CONCRETE ANCHORS CONCRETE ANCHORS MACHt SCREWS REOSRI REQUIRED UIRICONCRETE ANCHORS SEE SCHEDULE ON (SEE DCHWULES ON, W/1/4'-20 SHEET 13) SHEETS 73& 74A) NUTS® 72 O.C. (SEE SCHEDULE ON SHEET 13) 1. 1" ----- 12 OR 14 17 OR 18 EO- EO- -MACHINEpSCREWS S.S. --- EQLEQ / - -- USING 1/4'-20 NUTS 19 1 2" -- ®12'O.C. 1/�7 .25Q'Mox. --- 13 OR i 5 _-- t, oR15. . .250' E 0IIII .250'Max. I -Max. E.D I i D." ) Ii 1 OINII PTIONALI I i' j OPTIONAL I+ MW.SEPARATION MIN.SEPARATION I TO GLASS(SEE i Iy i i TO CLASS i I ♦ i ' ' (SEE SCHEDULE �Itt FDR BtADe i I 1 OR ® I DLIS TING I ON SHEET 19 FOR I I I I MIN.SEPARATION I°" .—� E GLASS I SHEET QLASS—I ELAD S.�&9 i TO GLASS I I I I (SEE SCHEDULE ON EXISTING i SHEET 11) HV WALL HEADER INSTALLATION AO HV WALL HEADER INSTALLATION 0 HV WALL HEADER INSTALLATION EKISRNG CID EXISTING GLASS— MIN.SEPARATION cm�(� i I OR ; 1 ExISTINGTO GLASSSC}O O ON SHEEP I I CLASS (SEE SCHEDULE ON7FOR q.PDE ANO i+1' H1' MIN.SEPARATIONSHEET 11FOR TO GLASSON BLADES R I (SEE SCHEDULE ON- OPTIONAL SHEET Max. I�OPTIONAL i I I I 1/4'Max. __ l�r " 'W -i3 OR 15 E. D.*. I i i i D.' t I i i 1/2' 1/ r 13 OR 15 1' ---- 12 OR'v -- - 1/4"0-20x3/4'S.S. ML^' Eq EO PHILLIPS TRUSS HEAD 1/4"0-20x3/4'S.S.PHILLIPS CONCRETE ANCHORS los 18 MACHINE SCREWS USING CONCRETE ANCHORS TRU55 HEAD MACHINE SCREWS (SEE SCHEDULES ON L11n� 1/+'-20 NUTS® 12°O.C. POURED CONCRETE SHEETSp13O&14A)UIES N W/1/4'-20 NUTS® 12°O.C. POURED CONCRETE SHEETS 13& 14A) OR CONCRETE BLOCK OR CONCRETE BLOCKNCRETE ANCHORS REOUIRW WALL REQUIRED 0 HV WALL SILL INSTALLATION (SEE SCHEDULES ON (FD HV WALL SILL INSTALLATION POURED CONCRETE SHEETS 13& 14A) OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION "DTE FOR Q9M5NAJ1QN OF 5LQU S: INSTALLATION DETAILS W/ 1-SEE SHEET 4 FOR TYPICAL SHUTTER «E.D. =EDGE DISTANCE ASSEMBLY (SEE SPECIFICATIONS ON SHEET 13) SEE LIMRAT. OF USE FOR \/ 2-MOUNTING SECTIONS CAN BE COMBINED GUIDE Q ON SHEET 19 �J 1-(y BLADE IN ANY WAY 10 SUIT ANY INS(AL1AT10N. 'E' ea TI s.. 1`11-0131111 BUILDING CODE(High Velocity Hurricane Zone t n9 2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM Accordion Shutter System e Ti LEE �+ 1 N c. ■ ■ ■ ■ H.V.BLADE#1 W/OR W/O H.V.WINDOW BLADE � �• ? TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.N. DESCRIPTION DATE DRAWN BY: M. P 8355 N.W.3BIn.St.,Sta SOa,NARGAIA UMUENS,FLORA 3318 Association, IAC. 1 OLO 11-1&1 /70/15 047E 04/10/15 �n'•.. 04268 West Roads Onve 2 ............ i. Phone (365)871-1530.Fax:(305)871-1531 DRAWING No a-mail:Ntew®aol.wm Wast Palm Beach, FL 33407 3 S$Jrtv A�- 1111 EB-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 4 rJ—D80 1fi/f WALTER A TIWT Jr.P.E. P.ErSEAL/SIGNATURE/DATE FLOR13A lie.0 44167 5 6 H F 20 POURED CONCRETE ANCHORS I I CONCRETE (SEE SCHEDULE ON SHEET 13) m Taro (81� 1 OR REOUIREb '''I SaiMUEON EDGE OF I It FOR�Ew. i= i i to ws ' T' — SLAB IF O!9[Ef 19 R (sFE sumac M' MXN SFPNNTMx! 1 D. APPLICABLE EXISTING I tiA1F^,IQe® i ' i sNa:r 11) ` Ta CISi G(�f , EXISTING I(SPE scnEouLE I i ✓ I ALTERNATE i I - 9HET 11) ANCHOR " N1ox3/4'HEX ' \ 9 ✓ i I I WASHER HEAD i��� ' LOCATION i' 'i 1.WA SCREWS® i ' ' 11 oR 1 cN 15 i 7/8'MIN.. 12'O.C. EXISTING CONCRETE ANCHORS I I ' GLASS B + 7 / (SEE 5CHEDULE ON 8 ' __.i SHEET 13) t EDGE OF ISTING EIF , I I iii —.I j; EDGE OF APU ID GLA EDGE OF SS ..� ��iJ SLAB IF EDGEB i IYN�AAW6101 APPLICABLE a SLAR 0F /J APPLICABLE I Tm QA65(SEE APPLICABLE _ '''I 331E�L1E OTI SIEEf 1 11 FOR DIAtfC1LN0 w POURED) / / POURED cN seEr to 01 1 OR ® CONCRETE CONCRETE D' tu�spe® r POURED LFLAT HEAD CONCRETE ANCHORS REQUIRED U! D. REQUIRED FIAT HEAD CONCRETE ANCHORS (SEE SCHIDULE ON SHEET 14) REQUIRED CONCRETE ( SCHEDULE ON SHEET 14) © HV CEILING INSTALLATION lam- HV FLOOR INSTALLATION t ( HV WALK—OVER INSTALLATION. 11 TRENCH INSTALLATION VALID ONLY FOR UP TO +70, -75 PSF A.S.D. DESIGN PRESSURE RATING &FOR SPANS PER CONCRETE ANCHORS SCHEDULE#4,SHEET 11 I eN aPFp� i 1 m CIA59 (SEE SCHEDULES ON �(:xE sartv4E BR ? IXISTNC I s ET+1) MIN.SEPARATION SHEETS 14& 14A)7 EXISTING TO GLASS I I IXISTINC EMSTING Ma sErARAnBN GLASS ^ , (SEE SCHIDULE ON �E '� L/ GLASS—I MIN.SFPARATiON 'I i---Is6croa°n . (F_t1JZ\1 'i ii , i SHEET 11) ,i TO GLFSS 1/4'8 BW B(atml TAPWN W/ f (SEE SCHEDULE O ADVANCED TIIRCADMTw 0 1/4' I SHEEP 11) Irl I 7ELl+NatoG'OR 1/4.9 POWERS I 1/4' MAX'. fihh rtJ, FASfE1gR5 TAPPER+Nx]KKs W/ (,(A)(, 1 3/4�MN.WOmMEM 0 6- o 3 OR -� I' //1023/4'HEX O.C.FSR ILP TO 6'-0'SPAN AND 1 I 1 I 4'O.C.FOR SPAWS tARGER TFWi 1 UIN. 1 I WAST SCR FAD 814x3/4" HEX HEAb I ® 12'O.C. '- 6'-a'AT m ,, MAY. BAD 1 3 A" a 1 SCREWS SFJdFN(AT EVERT FASIBi3i FffAD TEK SCREWS 0 9.O.C. � 8 I i OTPJ(SEE NOTE tt ON SHEET 11 1/2" 1 B" Fon UMMT10NS 3/A CONCRETE ANCHORS 1a _ - 6 +O 3/6 1P14x3/4"S.D.S. / I coNT ) MAX, OR 1/4'0-20 5.5. M.S. n 9'•0.C. 1 'I 1 4 ' W/NUT®9'O.C. I (SEE SCHEDULE ON 1 --- I / I I SEALWT—^ I SHEEP 14) .+ ... Max, t . eFT 18 .1/2 ' 1 r � 1 ••�1:' '' •;'.•. 1/4-0-20x3/4'SS MS .ii /il L17R18 'il, ei�i'ocm-zoNurs 1 /8"_ 1 7/B" _ _ __ ___CONCRETE.ANCIIORS IE-111- _._ _ _ —.®i 9'O C F.H.S�D.S.—_ __ _ __ EXISI1Na NON STRUCTURAL - POURED CONCRETE (SEE SCHEDULES ON ON SHEET 1 �~2. I.IIN. WALL PIM(oECORATIVE- .D OR CONCRETE BLACK SHEETS 13& 14A) 'EE NOTE 13(b) I-D, BLU REQUIRED POURED CONCRETE ON SHEET 1 ' OPTIONAL POURED EDGE OF ON CONCRETE BLOCK 'd MIN•. .. ; > POURED CONCRETE CONCRETE SLAB IF ® HV WALL FLOOR INSTALLATION REQUIRED RM.RCD (J� HVEQU'REDRAINGUARD INSTALLATION t APPucABF - - - OL -- �:' _HV WALL WALK—OVER INSTALLATION ' —NOTE-, (M)KEYSTONE MOUNTING INSTALLATION —W WdOd-ASD._OESIGN.PR65URE:_+64,_72_psf __ NOTE FOR COM@NATION OF SECTIONS: MAXIMUM SMTIFR SPAN B'-0' *E D.=EDGE DISTANCE THIS INSTALLATION SHALL BE 1-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) � DW OpIDFI2A9RI.ME DQi SFE UF1 ATIONS OF USE FOR INSTALLATION DETAILS W f HV BLADE ASSEMBLY BLADE to ON SHEET 19 2-MOUNTING SECTIONS CAN BE COMBINED �OOR /� /� IIN ANY WAY TO SUIT ANY INSTALLATION. O ID BUILDING COD High V619GIt HUTTICOnE3 Zona 1IA 0 2015 EASTERN METAL SUPPLY,INC. Q�:G�rlsE" BERTHA H i/w ;�sAccordion Shutter SystemIL ECO a �.�. >. H.V. O1LE#1 W/OR W/0 F4bMAX Ametieon Shutter Systems REY.Na DlSCRIFnON DATE IXL1WN WN by: M.L. TILLIT TESTING & ENGINEERING COMPANY : E�(P Q '= Association, Inc. , 1 OD it-193 4/To/T ATE 04/1o11s Q:' 6455 N.W.46N.sL.: 303.S1 NtA 6MDEN5 FLOWW 331 _ t• Phmc:(305)871-1530.Far:(3(15)871-1531 4268 West Roads Od- 2 DRAWING No _ —.,dl:tnt-0aal.c0rn Wast Palm Beach, FL 33407 3 g1FE ..... '.• WALTER EB-0006719 Phone: (900)432-2204 . Fax: (561)209-8380 4 15-080 A TUDT Ur.P.E FlORIDA L_c.$-44167 5 SHEET — s - - -- --- 7--OF-20 -- -- SEE END WA EC 00 D AILS 0 ETS 10 .{` SEE NOTES ON LOCKING RODS D,W LOCKS�of I N I IXISTINO GLASS INSTALLATIONS W Z HV *AND ALTERNATE HY LOCK&ON SHEET 5. OUT 90' : /� OIADE SLACK DETAIL HW IS VALD FDR ALL 1r/J BLADE W HV CENTERMATES CAmawTE+APPUCATIOM VXM BL�BEQt (2 OR SEE END WALLCONNECTION 10*©e9 Q+@eC� N— f7CtSTING GLASS i ---------------------- zxzxl/axo-z I 8Q«®"°Q+©oR19+�SOnQ9 10 3 1/4" 7- 61/2" 7" (6D63-TES ALLOY)ALUX OPPOSING SYMMETRYCAL ArrGr.E Iv 0 1/a-a TAPCON AN0IORS TO CONCRETE CENTERMATES CENTERMATES (TOP/BOR01J)do 10x3/4•S.M.S.® 12• � MIN.SEPARATION (4}$10x1/Z'S.M.S.TO TUBE I O.C.FULL LENGHL J HV LOCK o or[L5) W/ HV LOCK 124 0 To cuLUL A7 EACH iNwLE.(TrP) * (SEE SCHEDULE ON * * 3 SHEET 11) g ® � 35 IN 5� 1 -- ' 5 2 -- Q C�3' HVB "OUT ® � s � av80Rto« � m HVC @_0 ®a+ HVA ©O1®`a©+OoR® 10*QoR D05TING GLASS rPOURED RET CONCRETE RBLOCK WALL 6 oR 6 7 I 10+ 5 DR + 3 oa 1 EO ED ----__----- 4-311jA tD0511Nu' + 011 atcR 6 7 1 oR 6 + 7 + 6\` SYMMETRICAL IN �*O •© � O Q' MIN. sEPARAnoN G ®•®m'Q+©°��*�SORO9 `D0ST1N CENTERMATES 6 ©*® � TocLAssJ GLASS W/ HV LOCK q OPnONL (S�SHEET 12) ON MIN. ---- °A©}®� /'a* — (INLERIOR) ) ,SEPARATION 1/'1FTOLASS �7 °A (SEE SCHEDULE I N 'P"'I_ ON SHEET 11) (INTERIOR) _ ___—_—___—_ ------- —_---_-----__ - - - OUT __ CONCRETE 1 1 VARI 5 ANCHORS ® C 16"O.C. 5' lI z Le 9p * 4A ® v a0OUT 6 1/2"MAX.SLACK ouT HVE HVF** HVD FLORIDA BUILDING COD (High Velocity Hurricane Zane �t Q•; �`G�J�''•,•• ©2015 EASTERN METAL SUPPLY,INC. 3 BERTHA H1/ NO44167 * A■ ■ ■ ■ Accordion Shutter System p/ i cc : '• ® A■c. H.V.BLADE,#1 W/OR W/0 HV. w DO�V BADE A•' TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems REV-No DESCRIFTION DATE DRAWN BN M.L '••,FLOR�OQ 'a ' Association, Inc. 1 OLD 11-193 /10/1 DATE: 04/10/15 6355 N.W.3:( 5)Ste.305,V.F.. CA40EN5,HARRIA 331 et—_/C '•••••••• � � 4268 West Roads Drive •�OG1�� Phono:(305)871-1530.Fax:(305)871-1531 2 DRAWING No IV a-mal:6lteca®Oal.crom West Palm Beach, FL 33407 3 E8-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 4 5—�$Q WALTER A T1WT Jr.P.E. P.E.SEAL/SIGNATURE/DATE FLORIDA L..N 44167 5 SHEET 6 a OF 20 ALTERNATE INSTALLATION Wf HV "T" LOCK 0 MALE/FEMALE "T" LOCKS CENTERMATES 9i & LOCKERS Q Wjn HV BLADE SEE,END CDNNEanoN DETAILS ON SHEETS 10 & 18 INSTALLATION G� HV BLADE OUT ~ iN BVaE(1)51AC1 OE NL HVi,INDCATEO ON SH 2T B. W/ HD CENTERMATES (P A� AS WELL A9 UNIVERS&FLOATING BLADE®MAIL HDD-Hw,� R c1i0 WALL ClINNELTIDm�m©.Gm$I�m�♦®m INDICATED ON THIS SHIM,WAY BE USED WIIH MIS ALTERMT SEE ON SHEETS 10 TI N ETNH T I tO INSTALLATION DL SHOWN ING SHEET. 18 eaow-m nwri w5 I I E 11/(Y1 1/a-0 TIACON (OpnORAQ 4 (DrnoNAL) ) OTm/e _h L__________________^________ _--- __-____-___- S.MS.TO IWE i 11045/4'S.Y.S.0 12' ----_---_ - - --- D.0.FULL EE IT.. * N 4 N.V. � () 3 AT FACII hVO.0(1TP) () IN 4 H.V. IaNro(1/SG PNS(TTPJ 30 HV T" 1 PINS(ttP.) a a,�.- asn sIaFT J _ 5 3 LOCK (INSIDE) 5 1 28 29 1 (D 1 r 5 OUT 31 oR 32 33 31 oR©2 31 oR�2 35 31 oR 5�2 * 2 1/4" 0-20 x 1 1/2" S.S.M.S. 4 350 SEE NOTE 6 FOR HV Lock®, W/ 7/8"0 x 3/32" WINGNUT. (amo o HDB—HVB OUT HDC—HVC *HV "T" LOCK (OUTSIDE) SYMMETRICAL HD CENTERMATES r LOC,,cM sHEEr s. SYMMETRICAL HD CENTERMATES W1 (3ap• LOCK (INTERIOR) 30 t SERIES 9444 ALUMINUM HVG* W/�` LOCK (EXTERIOR) (2024-T7 ALLDY)LARGE FLANGETHW SHEET NU(SERT.PART f OB20, JT1I AS WUAIPACTUMED W AVDTL CHERRY LJJ TD(TORN.PARSIPPEW/,NEW JERSEY ©m©`07 .®m 07054 OR 00 U --- -------- - ----- O1O *9FE Nm,S 011 IDO(Nc R>QS®a`NO®LOOCi ON SHEET s �. Z! uNM1kTSy ELBA IHc 0N'Eo DiTK HOMM19 IS —0105 All T£NDRNA,6 u+r♦1uTwNs Wf11 eIMEO ,73 HDD—HVD** A. -1y FLOATING STACK GRID BUIIDI G COUE(Hi9t1 Velocity Hurricane Zone 1 ......... ®2015 EASTERN METAL SUPPLY,INC. BERTHA HVIM fT1 L E C 0 t m-7 ■�■ ■ Accordion 1 Shutter System •1 H V. BLAT E�1 WJ CR W/0 RV.YNNDON MADE .0 � fiC OF .R TIWT TESTING & ENGINEERING COMPANY American Shutter Systems REV.N. OESUUPMN DATE OPAVM HY: M.L - p'•. FORI �•`�-V N.W. 6Association, Inc. 1 am 11-193 /TO/1 DATE O4/10/04/10/1.5.,( Q`,•'-V 339 3011,.SL,Ste.703. NGIN VIN GARDENS. 331 4268 WDD( Roads Drive 2 Phono:(305)871-1530.Fax:(305)871-1571 West Palm Heath, FL 33407 DRAWING Na Mil:Uttaca®Od.aom 3 IVAI a EB-0006719 Phone: (800)432-2204 . Fox: (561)209-8380 4 15-080 WALTER A.T11-Ilr Jr.P.E. 5 SHEET P.E.SEN./SIGNATURE/DATE _ FLORIDA U.f 44167 s 9 OF 20 POURED CONCRETE POURED CONCRETE POURED CONCRETE POURED CONCRETE OR OR CONCRETE OR CONCRETE �OR CONCRETE CONCRETE BLOCK WALL BLOCK WALL REQUIRED BLOCK WALL REQUIRED 13LOCK WALL REQUIRED REQUIRED i EXISTING GL/u.. EXISTING GLASS CONCRETE ANCHO EXISTING GLASS < —( — / 2'MIN EXISTING GLASS ®16'O.C. _ MN.SEPAWCRON -J———— 5 Z [ 2"MIN. — TO CLASS(SEE AIN-SEPARATION MN.SEPARATION MIN.SEPAFATiON SCHEDULE ON 91EEr i i TO Gwss SEE i TO LASS(SEE i t FOR EiME QAND. SCHEDULE(LN SHEET TO ULE O(SFE EO EQ SCHEDULE ON SHEET ON SHEET 19 FOR 11 FUR ON SHEET 11 FOR OLADE 7QAFI0 1/16'x3"MAX. �1DF50&® 11 FOR BLADE FUR 11 WR(RADE FOR LN�SIitET 19 FCR (6063-T6) CONT. ON SFt�T 19 FCR � i/2. ON STfEi 19 FOR HADES Q�. PLUM.GIOSFSi BLADES 1Q dL 0 2- EiJv]ES Q& (LOCATE AT t PLATE. (LOCATE 1/2" EDHER SIDE AT EITHER SIDE MIN OWN OFT) OF 4 1/2'MIN- ) i (ASA t' AB 2"MAX- 110x1/2"S.MS. I _—_ AL INUM UP ANGLE x0'-2" 110x1/2"S.u.S. _—___ ® 16'O.C. _—_—_ 1 --� ALUMINUM CLIP ANGLE 1 �` (6083-T6 ALLOY)AT MIDHEIGHT (1) 110x7/2'S. To Q& 4 ` (2)1/4"0 TAPCONS ANCHORS TO WALL AT 1'O.C- (LOCATE AT SEE DETAIL x FO � ®. E71HER SIDE OF @) 5 SIDE CONNECTION t �R 1 OR t�° SEE DETAIL X FOR- nOO @° TO TRK` SEE DETAIL X FO 4 SIDE.CONNE'CIION �`701�°A©•�'�`J 0 SIDE CONNECTION °°�.I (D-oa t08 m 10«®.. TO TRACKS 6•Om 8 m 0+ m 10•©m{�• ©+�m TO TRACKS r� 10•®m®'®w©•®°' 10•�m�j��^©•®°' ©`�•©°'O'O`i�s 6`07 .©m©`V•®m ©m 06 END CONNECTION DETAIL�1� END CONNECTION DETAIL 2� END CONNECTION DETAIL�3 END CONNECTION DETAIL &REQUIRED ONLY FOR SPANS.GREATER THAN 12'-0' POURED E BLOC IE AL EXISTING EXISTING GLASS CONCRETE BLOCK WALL CUSS C 4. Zi REQUIRED - _____ .S OR4TON 1'}1/2'S.M. �L SEPARATION TO GLASS(SEE / ® 1s .c. 10 Loos(SEE Y �.u—_-----�> `��l sWEDULE as SHEET < -------- -7 �DR®oR j t OR J ------------ ------- ----• 11SCHEDULEFOR AD SHEET t,FOR BLADE QAND O 11 FCR BLN7E�AF✓fl CONCRETE 1/2"MIN. ON SHEET 19 FOR - - t OR 3 OR t OR OR t ON SHF,ET 19 FOR ANCHOR® LiMESQ&0 4 ___________ CONCRETE., BLADES 0&® 12"O.C. ANCHOR EQ ® 1G' i/2'MIN. -- - 4 o.c- ---- , --- - - - 6 OR�OROUR 2"MIN- 2"MIN. ♦ SEE LIM MONS OF USF FOR BLADE 1A ON SHEET 26 gORt3OR�OR t, VIEW Y t oR Lig' t oR t�° tem© Om©,1�,m,0.�je PLA DETAIL X POURED CONCRETE OR -- ®mU•�mU 10•�m `J•©m END INST LLATION COQUIRED NCRETE BLOCK WALL RE ©•O•©m0.O•®m HV BLADE OR HV WINDOW BLADE INTO 6 ®a®•�a®, m O'O'©�'©•O`®m 8O.I(�B<.19•®m"/'tr•®mO9 �•�m®.®a0•®® V' CONCRETE OR CONCRETE BLOCK WALL, END CONNECTION DETAIL 5� ® �@ mC �mOm©� �� 0 NECTION DETAIL 6 "12'® ORi BUILDING C D High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM —� A Accordion Shutter System 6j 11 L 1 Eco ■ ■ ■ ■ NLV RADE#1 w/CR W/o V.WINDOW MADE ,1�� � American Shutter Systems REV.N. DESCRIPTION DATE DRAWN E1Y: N.L OO /Jh TICCIT TESTING do ENGINEERING COMPANY :•f{. 'C Qf Associcition� Inc. 1 OLD n-193 /10/1 DATE: W/10/15 6333 N.W.Sam.Sc,Ste 303,VRCINIA CARMS,FL01 33ta • `n Phone (JOS)871-1530.I-:(305)871-1531 4268 West Roads Drive p _ ?•••e'•'• nail:tiltec0000i.cam West Palm Beach, FL 33407 3 DRAWING N0 !s/0, I: 1.1 �• EB-0006719 Ph—e: (800)432-2204. Fax: (361)209-6380 4 15-080 i`� WALTER h TILUT Jr-P.E. P.E.SEAL/�S'f4tQAik1RL'/OAiE FLORIDA Uc. 44167 6 t0 OF 2� SCHEDULE #1 SCHEDULE #2 SCHEDULE #3SCHEDULE #4 *NOTES: (1)L+: MAXIMUM ALLOWABIF. SPAN FOR A 4 SEPARATION TO GLASS REQUIREMENTS MAXIMUM SHUTTER SPAN*'L+" OR 'L-" (ft.) MAXIMUM SHUTTER SPAN* AXIMUM SHUTTER SPAN*"L+" IMUM SHUTTER SPAN*"L+" G�¶NGPOSPIVE A.S.D. DESIGN PRESSURE FOR INSTALLATIONS W/ SYMMUICAL "L+" OR "L-" (ft.) FOR R "L-" (ft.) INSTALLATIONS R "L-" (ft.) INSTALLATIONS L-:MAX.ALLOWABLE SPAN FOR A GIVEN (1) SEE BFLOW FOR MINIMUM SEPARATION TO INSTALLATIONS W W/ SYMMETRICAL CENTE T S W NEGATIVE A.S.O.DESIGN PRESSURE RATING GLASS SCHEDULE FOR SHUTTERS INSTALLED WITHIN CENTERMATES ® &®or or W/ ONE / THE FIRST 30'-0° ELEVATION OF BUILDING IiV LOCK or or or HD LOCK W/ CENTERMATES. & & �W/ TWO HV OR &�W/ ONE HV LOGICS OR LOCKS OR 7W0 OR W NO LOCKING (2)PROCEDURE TO DETERMINE MAXIMUM MEASURED AT BOTTOM OF SHUT"TF1i. NO LOCKI ROD ® 0 QENTERMATES & ONE FIV LOCK OR / SPAN FOR WALL MOUNTINGS OR TICKING RODS TOP BOTTO ODS W/ ONE HV LOCK® W/ TWO LOCKING RODS OR W/ NO OCKING / FLOOR/CEILING: (2) MINIMUM SEPARATION TO GLASS FOR SHUTTERS RODS ♦ SEE NOTES t•1 tj / ONE HV LOCK ® OR ® (VAUD FOR MOUNTINGQ INSTALLED ABOVE 30'-0"ELEVATION OF BUILDING, ®TOP & BOTTOM *(SEE NOTES t,1() ( R - ♦(SEE NOTES t," SHEET 7) GIVEN A POSITIVE A.S.O.DESIGN PRESSURE MEASURED AT BOTTOM OF SHUTTER IS 3'. vAnwu uwuuu CNC U M,tp41A1 CONCRETE&WOOD MAxatwe CONCRETE RATING, DETERMINE MAXIMUM SPAN "L+' As9. CONCRETE&WOOD INSTALLATIONS O As.e. INSTALLATIONS O ^Se•' INSTALLATIONS O ASD- INSTALLATIONS FROM SCHEDULE INSTA GIVEN A NEGATIVE&S.D. DESIGN DESGHFLOOR/CEIUNG PRESSURE WALL MOUNTINGS �� PRFSSUPE FLOOR/CEILING MOUNTING PRESSURE RATING,DETERMINE MAXIMUM RAnxc WALL MOUNTING MOUNTING PAT & RATING FLOOR/CEILING MOUNTING HAnt>G SPAN 1- FROM SCHEDULE. MINIMUM SEPARATON TO GLASS SCHEDULE• (� •)) ((Rae•)) FLOOR/CEILING NOUNIWG6 0' )) __ __: (� )) FLooR ALL.MOUNTING SHUTTER W/ ONE LOCK WITHOUT LOCKING RODS L+ (N L-((!) L+ (N) L-(II) L+ {fl) L-(N) L+ (ft) L-(fl) L+ (fl) L-(fl) FINAL MAXIMUM ALLOWABLE SPAN IS EOLW 30 13'-2' 76'-0' 13'-2' 76'-0' 30 12'-3' 14'-9' 30 13'-1" 16'-0" 30 73'-2" 76'-0" TO THE I INSTALLATION W/ INSTALLATION W BETWEEN'L+"AND`L--".M DETERMINED SPAN SHUTTER SYMMETRICAL OPPOSING 35 12'-8" 14'-10' 12'-8` 14'-IO" 35 11'-9" 13'-6" 35 12'-7" 15'-7' 35 12'-8" 14'-10" SPAN CENTERMATES CENTERMATES 40 12'-3" 13'-10" 12-3• 13'-10" 40 11'-4' 12'-9" 40 12'-2" 15'-2' 40 12'-3" 13'-10" (3)PROCEDURE TO DETERMINE MAXIMUM 45 11'-71" 13'-1" 11'-11" 13'-I" 45 11'-1' 12'-0" 45 11'-9" 14'-3" 45 17'.-11' 13'-i" SPAN FOR COMBINATIONS IN BETWEEN 105' 3 3/8•. 4" So 11'-7' 12'-5" 1V-7" 12'-5" 50 10'-9' 11*-5° 50 11'-6" 13'-7' 50 11'-7" 72'_g' WALL W/FLOOR/CEILING MOUNTINGS: OR LESS >105'TO MAX 3 7/81s 4- 55 11'-4' 11"-10" 11'-4" 11'-10' 55 10'-6" 10'-11' S5 71'-3' 72'-11' 35 11'-2" 11'-70" FOR A GIVEN POSITIVE A.S.D.DESIGN AIlOWFI) 60 11'-1." 11'-4' 11'-D" 11'-4' 60 10-3" 10'-5" '60 11'-0" 12'-4• 60 10'-2" 10'-11" PRESSURE. RATING: HD LOCKTy� ��SSgg 65 10'-10' 10'-10" 10'-7' 10'-10" 65 - 10'-0" f0'-0' 65 10'-9" 11'-71" 85 9'-5" 10'-1" LIDETERMINE:MAX.SPAN FOR WALL MOUNTING USE SINDICATTED VALUES FOR HtI'CE OR TES. 70 10'-6" f0'-6" 10'-2° 10'-6' 70 9'-S" 9'-8" 70 10'-7" 1V-5' 70 8'-9• 9-4" INSTALLATIONS. 75 1o'-1" 10'-1' 9-10" 10'-1" 75 9'-4' 9'-4" 75 1O'-4" 1P-1" 75 - B•-9" -I-- MAX.SPAN FOR FLOOR/CEILING MINIMUM SEPARATION TO GL455-SCHEDUt F• 800MOUNTING INSTALLATIONS. SHATTER W/ONE LOCK &TWO LOCKING RODS OR '-10' 9'-9' 9'-7' 9'-f 0" 80 9'-0' 9'-0' 80 10'-O' 10'-9' 85 9'-6' 9'-6' 9'--3' 9'-6" 85 8'-9" 8'-9" 85 W-9" 10'-5' FOR A GIVEN NEGATIVE A.5.D.DESIGN WITH ONLY TWO LOCKS --'---- PRESSURE RATING: so 9'-3" s'-3" 0'-0' 9'•-3' 9D S'-6" 8'-6" 90 9'-5" 10'-1' INSTALLATION W/ INSTALLATION W/ DETERMINE: SHUTTER METRICAL OPPOSING 95 9'-0' 8'-9" fi'-9' 9'-0' 95 8'-3" 8'-3" 95 9'-2" 0'-10" � Lt--MAX.SPAN FOR WALL MOUNTING SPAN '� 100 8'.-9' 8'-4' W-6' 6'-9" too 6'-1`_ B'-t" teo 9'-0" 9'-7' INSTALLATIONS. CENTERMAT.ES CENTERMATES LL-= MAX.SPAN FOR FLOOR/CEILING 105' l05 8'-7" 7'-Il' 8'-4' 8'-4" 105 7-11' T-it' 105 S'-9" 9'-4' pt MOUNTING INSTALLATIONS. 2 3/4' 110 8'-4" V-7" e'-2' 7'-11' 110 V-8" V-7' 110 8'-7" 9'-2' 1/ MAXIMUM SHUTTER OR LESS 115 8'-2" 7'-3` 8'-0' 7'-7" 115 V-6" 7'-3' 115 8'-4" W-11' FINAL MAXIMUM AVOWABLE SPAN IS EQU >105"TO MAX 3 1/4'++'� 3 1/4' SPAN "L+"OR'L-'FOR / / 120 B'-D" 6'-11' 7'-10" 7'-4" 120 7'-4' 6'-11' 120 8'-2" 8'-9" INSTALLATIONS INTO WOOD TO THE MINIMUM BETWEEN 'Lt+','Lx+', Nl-OWED 125 7'-10" 6'-8" 7'-8" 7'-0" 125 7'-3" 6'-8' 125 8'-0" 8'-5" SHALL BE LMTTED TO 105 Lt-"AND"Lx-" 4:a USE 2 15/16' FOR ENt'T"LOCK 00 W/0 t30 7'-8' 6'-5" 7'-6" 6--9" 130 7'-1" 6'-5" 130 7'-10" 8'-1' psf. DESIGN LOAD. (4)GO TO ANCHOR SCHEDULE WITH FINAL •st USE 4 1/8"FOR HV"r"LOCK W/05 135 7'-7" 6'-2'' 7'-4" 6'-6" 135 6'-11" 6'-2" 135 7'-9' 7'-9- MAXIMUM ALLOWABLE SPAN AND NEGAIIVE USE INDICATED VALUES FOR HV CENTER MATES. ' A.S.D.DESIGN PRESSURE RATING TO 140 7'-5` 5'-11 7'-3" 6'-3" 140 6'-10" 5'-11" 140 7'-7" 7'-6" DETERMINE MAXIMUM ANCHOR SPACING. INSTALLATION LEGEND 145 7'-3' 5'-9" 7'-1" 6'-0" 145 W-8" 5'79" 145 7'-5" 7'-3' _ 150 T-2'- 5'-7" 7'-0' 5'-10" 150 6'-7' 5'-7' _ 150 7'-4" 7'-0' __ CONCMIE R MMSam WOOD - —155 -—7'-0' 5'-5"---W-10°- 5'-S" 155 6'-6" 5'-5" 155 7'-2" V-9' •I• 'H.V. CORNER CENT RMATE#3 MAY BE - - - - --- - 160 6'-1f° 5'-1" V-9" 5'-6" 160 6'-5" 5'-2' 160 7'-1" W-7' WALL M USED AT ALL MOUNTING INSTALLATIONS. LOCKING A, B, C, D, F, .N,0,P.Q,R. 165 V-10, 5.71., V-8" 5'-4' 165 6'-3" 5'-1' 165 7'-0' 6'-4' MOUNTING F, K & L. S&V. ___ SPECIFICATIONS SHALL BE AS INDICATED ON 170 W-9" 4'-11' W-7' 5'-2" 170 W-2" C-11' 170 V-11' 6'-2" MANDATORY CONDITION #2 NOTE J5, SHEET 5. FLOOR/CEILING - - -- G, H, 1, 11 + J. T, U, W & X. 175 6'-7' 4'-9` 6'-5" 5'-0" _ 175 6'-i' 4'-9' 175 6'-9" 6'-0" MOUNTING --- -- 'r-EXCEPT THAT MAXIMUM SHUTrFR SPAN"Li"OR"L-_..AND MAXIMUM A.S.D. _ - _ + M. 180 - 6'-6' 4'-8" 6'-4" 4'-10° 1B0 6'-0" 4'•8° = 180 - B'-8° - 5'-f0' DESIGN PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE —185—- 8'-5'--4'-6'--6'-3"--4,-g•, —185——6-7--__ 5-8'— - BLOCK-SHALL BE-LIMRIITAS-FOLLONS: '- p 190 V-4' 4'-5" W-2" 4'-7" 190 5'-10' 4'-5' 190 66" 5'-6' 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-72 p.s.f. 95 '-3" 195 ( 'r 1 1--!V BLADE 20 16'-3' 48'-7" 4'-6" 5'-9" 4'-3' 195 6'-5' 5'-5' AND 8'-0" SPAN `�J A A 0 6'-2' 4'-2" _ 6'-0• 4'-5" 2W 5'-9" 4'-2" 200 1 W-4" 5'-3" SEE MOUNTING8 ON SHEET 7. 205 6'-0- 4'-1' 1 S-0" 4'-3" 205 6'-3" 5'-I' ORfDA BUILDING CODE I♦i h Velocity. Hurricane Zone 0114V ••• lJ. 0 2015 EASTERN METAL SUPPLY, INC. T.9 BERTHA HVTN1 ���® ®�® Accordion Shutter Sv-1 -n:�l H.V.BLADE#1 W/OR W/O H.V.WNDOW GLADE • / American Shutter Systems REY.No DESCRIPTION DATE DRAWN Bf: M.L SIO; TQ:QF TILIJT TESTING & ENGINEERING COMPANY 63ss n.w.39 h.sL,s c.sos.w G wA rsRnDs,Fw aDA 33t Association. Inc. 1 OLD 11-193 /10/1 DATE: 04/10/15 Phone:(305)871-1530.Fex: 305 871-1531 4268 West Roods Df1YC Z (057 ( ) DRAWING No e-mal:filLecaOaol.com West Palm Beach, FL 33407 3 sfONAL ®-0006719 Phona: (800)432-2204 . Fax: (561)209-8380 4 15-'080 .�• , WALTER A TILLR Jr.P.E. - -- - -- — -- -RE-SEAL1S(GflAtURE/DATE - --- - FLORIDA Uc..g 44167 SHEET 9 - 11-0F 20 - •.Ill,: WO.. :. ..: a.) as. . . :111 '•:! :.• h!:1:�L•.•. u• .It. ll' •: K6. ;/al. 71. cl•.A oom0000mooMmas- 000®mm� mm0oaoora0mmoovvoammoiono>vmi munmoommmvooQm0000am�m ,- >_am0000v©mmm�onvoommm00000®�moona©mmmocaoo��0000��� mmmov000mmmannn©ammvo©ovmmmmnnoommmnvvvnnoo mmmoonoo0®0avvvommmvonoommmovvvommmono®aoon000�o own�mmmvoomammmonnoommmaonnnmm ��mvvovonoA000r © mmmnnoo©mmmoflnnommmmonvvaRM moonooQ000uo�a® amm000mammmovnv®.mmmms�omommmomvoommmommoonono���� . ®mmmonmo�®®����®®���oovvommmvoovo�®OovmBeoonnnmmv a�mmoouo �m®momvoo�®m000vommmvv m�0mi�o©B��o�m�m�����o��onnnomo mmmv ©aaammonvooiustmmvo •�ia®as �mmm��m�o�m®mogavBmmmv�oQom®oovvommm�aoo��on�000no momooaaimmvomoommmoQvvam®v000vommommovonnomm®o= mm©voammmoavoAmmmonmAommm©oovo0mmovvoonnoo®o©a mmmv©aoommmonoaammmovovommm000raommm®monoQno®nmoe; a mmmv®ovoo�m�v®0000®mv�000�®�000aom®mvvvvo�nMna©mo - � KMM ®mmm©voommInju movvao®®m omi�oe��0000Pioom��oo�no©��go ®0mO®©vOa m®mOOO oPiaQ��®mon000 mm0aevoB r��®�®®mo "HOUSE Son ®0®BOo0B0ID®00���0ID��alonoo�000OOOOOm©vOVSon ME ®B®©o0O0Bm®m0OVO0®!®�v0vOEAMMMMM 0MMUMM �mOOve�mm�m000MIpp®®BO© 000 �Op®�000M �' ��B®BBB®B®008880�®000vvo moa00000 0®v0000pa n®©00000 �®vaL70aOmm�iiiaOva0ma00v0a�i©o�d000a�000aov�on©�a000 O O ®a0aa00aa 0vO0aa0a�oova000®vooiiioao®ovoa000®®®©0000 ®aaoaoommovnooaa oova00000avoosao0av0000000mm�®�� � �� . ; � moaavaoamva000aggom00000aomvooa000m0000vvoo®©o ®mwovovomovoaoo�a0omv0000�000���o�m�� 00000®mamoaoo �. ®BBB��moaoeo M•1' C • 1TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Wc*t Palm Beach, FL 33407 EB-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 WALTER A.TILUT J,PZ FLORIDA U.#44167 o�� MIMUM ANC * SPACING An.1 SC MAX. SHUTTER SIRM, ALS-0. SPECIFicAiioN§LgN ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES DENNymmill ,WWMG TYPE FDR 4W00E INSTALIATM (SEE UQUIRIMS,E.G,&H ON SHEETS 6 a 7) 1.ANCHORS TO SUBSTRATE SMALL BE AS FOLLOWS: POURED CONCRETE (A) TO EXISTING POURED CONCRETE:Q4-ec-3 k4 UFACTURED BY I.T.W.SUILGEX�(Mi,f*.-3 k.1) VA)DUUM @WALL SILL MOUNTING @CEILING MOUNTING FLOOR MOUNTING . ANCHORS SPACING LEGEND 2/4'0 TAPCON WISH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MAN SPAM 1/4-0 It 3/4'ALL POINTS SOLID-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY'(Min,10=3 W) (R) PJ&D.DESIGN NEGATIVE tDAO pf A.S.D.DESIGN NEGATIVE LOAD Of) ASD.DESIGN NEGATIVE LOAD(,.f) 1/4-0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC,(Ml-,VO-2 k-0 �4060 775]go I TAPCON WITH ADVANCEDLL POWYS SCREW,BOLT&SPECIALTY --F- 12- 3O40F12-OTI-M THRF-ADFCFN TECHNOLOGY WITH ITEN, STEM ASSOCAITON. INC- 120 IOD 205 .30 40Tl-.0T7-!s F9-oF 5TS6-0T2-05 205 1/4-0 TAPPER+ANCHORS AS MANUFACTURED By POWERS;FASTENERS.INCND DISTRIBUTED BY 14 12 101 9 1 a a 6 154 14 12 0 9 a is 6 a 14 12 10 9 8 a I- 6 COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR INC.,Qi;I&ED THE AMERICAN SHU SYSTEMS 3'-D' ':7 14 12 -TO-, 9- 8 0 6 G ALL POINTS SOLID-SEF (Min.f.=3 ksl) io 0 0 1, il ol 9 a 1-87-j7_76-74-72-Td' 0 -a a 6 R LESS 74 i2 5 BLUE TAP W/CAP NOTES: 9 -6--A- 74--f2-1 0 a 0 07 14 -22- to 9 a a 6 a T4- 1-2 1-0 -9 -8 8 -1.. 6 TAPPER} AA)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPOON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ANCHORS IS 1 I _!4 12 10 9 8 7 5.5 3s 14 12 SO 9 a a 24- tz 10 9 a 8 6 5 1 3/4%AND FOR BLUE W W1 CAP MC14ORS IS 1,1/2*. 14 12 To 9 a T 6 Es: A.2)MINIMUM EMBEDMENT OF Ileo x 3/4*ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8-INTO THE POURED CONCRETE NO EMBEDMENT IV 12 H) 1) a 0- 14 12 10 --i- 4.5t 0 -i 14 17. 10 9 5 0 4 3Z INTO STUCCO SMALL BE S,ERIISYTEDS.1/4-0-20 S.S.MACHINE SCREW USED SMALL Be 1 1/2-LONG MINIMUM SHOULD STUCCO DO517,AND if 4 72--10- H a -C 6 44 14 12 10 9 0 1 0 6 5.6 14 -12-WO -9 -$L 8 6 4,5 4 SEE Us4tATtONS OF UES fGR 1'MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 s 7Z 5.S 45 - 11 12 _LO _!_ 8 9 6 5 14 12 10 -9 -a -r5S 41 'a - =-i4--fl 10 4.5 - - -------- AZ5)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANES N 714 E)QSUN ALL FILCO 0 a PAVERS OR ANY VENEER Be FOUND ON E G W OR R. CHOW.E SMALL BE AS INDISIXTED ON 14 12 WITHOUT MSDAL STUDS CONSULT THIS ENGINEER.FOR 9 a ANCHORS SHALL BE LONG FXOWH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.AN 14 12 0 9 8 6.6,L 3.5 14 12 10 8 651 5 3 _L_ 14 12 10 0 14 12 1" 9 a a 1 6 4.5 14 12 10 9 6 6 4-5 X751 NOTES AT)&A2)ABOVE,FOR INSTALLATIONS ON VINYL SIDING OR©FS WITH OR a 7�5 4 14 12 '1.STUDS SEE SHEET 28k L4-jz-9.5- 6.5 4,5 - - 14 12 10 9 0 7.5 !L5 4 10 0 0 6 4.513.51 INSTALLATION INTO SFS WITH META - - - - T.5 -- - - - -' -----'T4- 12 -TO--T--B OS A-5 - 14 12 10 5.5 7 $.a 14- 1 -i--wiff 15--4F - (a) To EXISTING CONCRETE BLOCK-(ASID C-90) T4 -1&10 9 .5 5 3 -- --z- 114*0 TAPCON WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY S.T.W.BUILDEX. T4 12 10 9 B 6 14 12 10 9 8 Sk 0 3.75 14 1 10 REW,BOLT&SPECIALTY'COMPANY. .6 T 'l--F-7-7-7 --g-3 -3- '4.".1/4'ALL POINTS SOLID-SEI ANCHORS,AS DISTRIBUTED BY ALL POINTS SC .14 12 t4 12 0 9 8 6.5 415 3-5 T4 I a 1 DA FASTENERS DIRECT,IMC- -A- _I------ - F -5--fZ-5,6 4 3 1142*0 BLUE TAP CONCRETE ANCHORS W1 CAP As wNuEAvruREG v FLORi - - - - - - - -f4 7'-0' -t4--i-2 6:9 -6-S-a-S,*s- - - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED By POWERS FASTENERS.INC..AND OWRIBLITED 13Y ALL POINTS SCREW,UOL't&SPECIALTY' 1 0 6' 4 14 12 9 7.5 6 14�6 14 1 R REGISTERED WITH 714E AMERICAN SHUTTER MIENS ASSCCIATION�INC. 1 10 as I "Tl-WO 9 175 15.5 4 14 -7--i4--;,5- COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDO -i4- 2 *1+ --- I -- 14 11 7 15.5 415 IR---L 7.5 5.6 4 14 12 9 7 6 4.5 3 NOTES: - - - - - - - - - 14 12 10 8 - 5 Bj) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF BLUE TAP -0. - - - �S !Il 5 j Syl CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4�-AND TAPCON WITH &5 7 -f4-I -V AS- ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1-. T4--f2- 5.5 6-5 3 12.5" 0 "5 4 3 - a 114 112 a fS iKr4 -14-T2-U 7.51 8 14 12 9.5 1 9.2)MINIMUM EMBEDMENT OF Ilev!.3/4*All POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO 13 OX 10.6 6 5 E14 III THE CONCRETE BLOCK.NO - - - - - - - - - T, 4 EMBEDMENT INTO STUCCO BE PERMITTED. 1/4*0-20&S.MACHINE SCREW USED SMALL BE 1 1/2,LONG MINIMUM SHOULD STUCCO DCO SMALL 14 110 .51 a 4 14 7 TS 34 it a S'S 00ST.AND I*MINIMUM FOR WALLS WITH NO STUCCO, -f- 14 10.5 7 ",r --T-ICY T4 17 :.' SS 'S 14 121,18 5S_ _f2 EFS 5.5 - ANY 8L 15.5144 - - - - t4 11 97-7 6 44 14 1 It B.3)IN ME THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERSOR A VENEER BE I THE EXISTING WALL OR FLOOR. 5 14 12 AD WALL ANMHM ANCHORAGE SHALL BE AS INDICATED ON _Z� _L 6 ANCHORS SHALL BE LONG ENOUGH To REACH THE MAN STRUCTURE BEHIND r 8'b TI-5 10'-0" t4 105 7 6 3.5 - - - 13 0.5 63 4 3 10 75 5 THIS ENGINEER. 6 NOTES ELI)&BZ)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT 54 7- 2.5 9,5 6 14 1 4 FOR INSTALLATION INTO ESFS WTrH METAL STUDS SEE SHEET 2aL 54 14 7 UX5 a S - - - - 14 17 a 6.5 4 1 2 4 2 5 4 7, _14 '4 '4 '4 '4 4 -t' 'SIGNS AND SPECIFICATIONS OF THE ANCHOR'S NANUFACTURER. (C) ANCHORS SHALL,BE wsrXLESS FULLGWwq ALL OF THE RECOMMENDA - -- - - -- - - - - 14 SOX I ES 4,5 3.6 T�94 5 - 12 0 6 4 3.. 9 -7-Z-5 3.5 3 - - - RELATIONSHIP FOR ANCHORS- 14 _ I 'I- - I-'I SEE'SCHEDULF BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING 1101 7 1 1- 14 10.5 7 5.5 4,5 1.9 8.5 5b 4'.5 17, (D) 8.5 7 4.6 1.5 7.0 6 5 1 0 6 4.5 4 - - - - - - - - - - - 13 So Tb- a + EDGE DMANCE THAN THE IMCATED,REDUCE 'I -- -- MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR 1-D.LOS -4.5 5.5 4 6 4 ANCHOR SPACING af 1AULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 4 INDICATED FOR EACH ANCHOR TYPL 13.519,51 0 1- 1.3 0.5-Ci7755 5 4 REDUCED SPACING OBTAINED USRX FACTOR WALL NOT BE THAN MINIMUM SPACING 9 16,51-1 14 SO.$ 7 55 145 11 It 8,5 5-3 4-5 34 FACIDR ACTUAL TAPPER + 10.5 10 7-S 5 5-6 4 3 - - - - EDGE -IAPC0N W1 AUI:MNT-SOUG-SET-BLUE-TAP-W/-CAP ITS f--: - I =-- = - MIN.SPACING MIN.SI 12 9 6 C51 4 1 R.0 7 2 4 H B D 0 DICTANCE 4`5 4 4.S 4.S 4 5 - - - - 1015 7-5 F-D. 3- 1 4- MIN.SPACING 3 lte MIN.SPACING. 3 31e 4' Y 5.5 POURED CONCRETE FORM MOVE DOOM BLOOK - - - - - - - - - 4L I HV BLADE W --oMER-10. CONCRM BLOCK 14`-0' .5 7 3.5 a MN. R FtX.r MISS EA.-3 1/f M Ell�2 4 10 (1& HV WI IDOW MA ED'3 l/f Its o 5 43 1.0 IVY 9.5 -7- 4.5 3" 1.0 0.78 0.84--- -a BLADE WORKING1.0 105 a 5 1.0 lio ---- aaa�acs Sari _' OAS - - - - - 45 IS 0.5 6 4 9 6,5 10 74 5 6 a 'a 4 6 -'14A-=-4,-;-;4 FIDR11 A BULDING CO High Veioeay Huwtcone Zone 7 1-Ir 1 025 SO 1015 EASTERN METAL SUPPLY.INC. o4 BERTHA HVw Accordion Shutter System N 11LIECOINC. *.S.AnADE H.Y.vaAm#1 W1 OR,W/o H.Y.H . WINDOW American Shutter Systems REV.Ho DESCRIPTION DATE DRAWN ft KL OF Association, Inc. I OLD II-ISO )4 1 1 DATE, WIWI$ TILLIT TESTING & ENGINEERING COMPANY G=H.Wts�.M.St.30.MMUA -1 4265 West Roods Drive Ph.. (305)1571-1530.Fax 7(ZWS7_�wl OPANVING No -0:Lift-0-f, West Pol-Beoch, FL 33407 3 - -220 -8380 15-080 70 "# - 4 � Fax:(561)209 4 9 Picone:(eOO)432 SHEET WALTER A.TILUT Jr.P.E. FLORIDA U.#441G7 MM 13 OF 20 MAXIMUM ANCHOR* SPACING On.) SCHEDULE FOR A GIVEN MAX, SHUTTER SPAN, A.S.D. 12ES ` NEGATIVE LOAD AND A CORRESPONDING MOURIING TYPE FOR CONCRETE INSTAL!AT10NS (M MOUNONOS I.J.K h L ON SHEET 7) POURED CDNGRETe ANCHORS SPACING LEGEND W70MI11 I WALK=A')TNENCH OU RAINGUARD MWNTING QWALvin-ooR MOUNONG ©WALL/WNY.OVER MOUNTING TAPCON WITH ADVANCED - ASDf1EStGN NEGATNE U=(Pst) ASD.DERGN NEGATIVE LOAD(P-0 kS9.DESIGN NEGATIVE LOAD(fin AS.D.CESIGTI NEGATIVE LOAD(ps) THREAD ORM TECHNOLOGY (� _ 30 40 60 75 90 120 160 205 30 40 80 1 75 90 120 160 2135 30 140 160 175 190 120116012135130 413 160 75190 11201160 205 ALL POINTS SOLID-SET 14 12 10 9 8 8 6 6 12 12 12 S2 12 iS 85 B.tl 7 7 7 7 7 % 7 5.5 5 5 5 5 5 5 S 9 3'-0` 14 12 10 s B a 6 B 12 12 12 12 12 12 95 7 7 7 7 7 7 7 7 7 5 5 5 5 s 5 5 5 BLUE TAP R LESS 14 12 10 D 8 8 6 6 12 12 12 t2 GS e 6 4.S 7 7 7 7 7 7 7 6.5 5 5 5 5 5 S 5 5 TAPPER4- 14 12 10 9 B 8 6 6 12 12 12 12 12 10 7S 0 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 0 8 8 6 8 12 12 12 12 15 8.5.6.5 5 7 77 7 7 7 55 4 5 5 5 5 5 5 5 4 4'-0• 14 12 10 9 8 8 6 6 12 12 12 12 12 9.5 7 5.57 7 7 7 7 7 7 7 5 5 9 5 5 5 5 5 ' ii 12 t0 9 8 8 8 0 12 72 I2 95 8 G 4.5 3.5 7 7 7 7 7 7 6.5 b 6 5 5 5 5 5 5 5 14 12 to 9 8 8 6 B 12 12 12 12 ,0 7.5 5.5 4 7 7 7 7 7 7 7 5.5 5 5 5 5 5 5 5 5 ,f 12 1U 9 B B 6 6 12 12 12 71 B 7 S 4 7 7 7 7 7 55 4 3 5 5 5 5 5 5 4 3 14 12 t0 0 8 B 6 6 12 12 12 12 10 7.5 5.5 4 7 7 7 7 7 7 7 7 5 5 5 5 5 5 S 5 14 12 10 9 8 8 6 6 12 12 95 7.5 6 4S 3.5 - 7 7 7 7 7 7 5 3S 5 5 S 5 5 5 5 4 14 12 10 9 8 8 6 6 t2 12 12 9S 8 0 4.5 - 7 7 7 7 7 7 SS 4 5 6 5 5 5 5 5 4 k SEE ANCHOR 14 12 10 B 8 8 6 6 12 12 15 9 7.5 5.5 4 3 7 7 7 7 7 4.5 3S - 5 5 5 5 5 4.5 3.5 - SPECIFICATIONS 14 1 113 s e e s a 7z ,z a 10 a a 4.5 45 7 7 7 7 7 7 7 7 5 5 5 s 5 5 5 6 ON SHEET 13 74 12 10 B 8 '8 6 6 12 12 8 6 5 4 3 7 7 7 7 7 5.5 4 5 5 5 5 5 5 4 3 14 12 10 9 8 B 6 6 12 12 10 8 6.5 5 .75 - 7 7 7 7 7 6 4S - 5 5 9 5 5 9 45 - 14 12 10 B 0 0 6 6 12 12 10 8 OS 5 3.5 - 7 7 7 6.5 SS 4 5 5 5 5 5 1. 3 - 7'-0` 14 12 10 9 8 8 6 6 12 12 12 8.5 7 5 4 3 7 7 7 7 7 7 7 6 5 5 5 5 5 5 5 5 14 12 ,0 9 9 8 6 8 12 10 BS 5 .S J - - 7 7 7 7 85 5 3 - 5 5 9 5 5 5 35 3 14 12 o s e s a s 12 12 B5 7 455 4 7 7 7 7 s 5 5 s 5 5 5 4 - 0 VALID ONLY FOR UP TO +70, -75 14 12 10 9 8 8 6 - 12 12 8.5 7 5.5 4 3 - .7 7 7 5.5 as 3 - .1 S s 5 45 35 - - PSF A.S.D. DESIGN PRESSURE 14 -24- s a a s - 12 12 05 75 6 4.5 3.5 - 7 7 7 7 7 7 7 4 a 5 a 6 5 s s 5 RATING & FOR SPANS PER 1M1 12 12 9 6 45 4 3 - - 7 7 7 7 55 4 - - 5 5 5 5 5 4 3 - SCHEDULE $4, SHEET 11 14 12 10 9 8 B 6 12 11 75 6 1 S 3.75 - 1 7 7 1 7 7.3 8 14Z I- 1 5 5 5 5 5 4.5 - - 14 12 10 9 B B 12 11.5 7.5 6 1 5 3.6 - 1 1 7 1 7 16.5 5 4 5 5 S 5 4 3 - 9'-0. 14 12 70 9 8 8 - - 12 12 9S 6.5 55 4 3 - 7 7 7 7 7 7 a 3 5 5 5 5 5 5 5- a 14 /2 10 9 8 8 0.5 a 5 4 3S - 7 7 7 6 5 3.5 - 6 5 S 5 5 4 3 - ,4 12 10 9 B 8 12 10 65 5 4.5 - 7 7 7 6.5 55 - 5 5' 5 S 5 4 - 14 12 113 9 0 8 [120.5 7 55 4.5 3.5 - 7 7 SS 4.5 3S - 5 5 45 3.5 - - - 10'-0`14 12 10 9 8 0_ - - 11 85 6 5 3.5 - - 7 7 7 7 7 7 4S 14 12 1 13 9 8 8 - 7 45 3.5 3 7 7 7 5.5 4S - 5 5 S S 4.5 314 1210988 9 8 5 4 .7 7 7 6 5 5 5 S 45 5 - - 14 72 10B 8 8.5 6 5, 4 3 7 7 5 4 3 5 5 5 4 3514 12 10 9 8- 8 - - 10 7 55 4.5 3.5 - - 7 7 7 7 7 7 3.5 - 5 3 5 5 5 5 5.4 ,2 ,B 9 6 a - - 6.64 3.6 J - - - , , 6 5 4 - - 5 5 5 5 4 3HV BLA®E ONLY 10 - - B SS 4 - - - - 7 7 7 5.5 4S - - - 5 5 S 3 45 -14 12 10 9 B 0.5 55 4.5 JS - 7 7 4S 3.5 - 6 5 4.5 35 3 - - 12'-0`1412. 10 9 e - - - 9.5 85 5 4 3 - - 7 7 7 7 7 6 3 - 5 5 5 5 114 72 10.. 9 8 6 4 '3 7 7 55 4.5 J5 - 5 5 4.S 4 3 1i12 10 9 8 75 5 4 7 7 65 5 5 5 5 414 12 10 B e - 8 5 4 35 - 7 6.5 45 3.5 - 5 45 3.5 J13'-0°14 /2109_ a - - - 8.5 6 4.5 MS 3 7 7 7 4.6 - - 6 5. 5 5 5 5 45 3.5 14 17 10 9 B 7 5.5 3S 3 7 7 5 4 3 5 5 5 4 3 14 12 10 9 8 - - - 9 7 4,513.751- - - - 7 7 5.3 45 - _ - - 5 5 5 4.5 4 - - - 14 12 10 B - 10 7.5 5 4 1 3 7 8 q 3 5 5 4 3 14'-0"14 12 10 9 10.5 8 55 4 3.5 - - - 7 7 7 7 7 4 - - 5 5 5 5 S 3 4 3 14 12 - 0.5 5 3 7 7 5 3.5 S 5 5 4 14 12 70 0 - 8.5 6.5 4. - 7 7 5 4 - 5 5 4 14 12 10 - - - - 9 7 45 35 3 - _ 7 5.3 3S - - - - 5 5 3.5 3 - - _ 14 12 10 - - - - - 10 75 5 4 3 - - - 7 7 7 7 7 3.5 - - 5 5 5 5 5 5 4 3 14 12 10 - 6 45 3 7 7 4.5 3 5 5 14.513.5 - 14 12 10 - - - - - 8 6 4 - - - - _ 7 7 5 - - - - 5 5 5 4 - - - 14 12 10 - - 85 65 4 35 - 7 5.5 3.5 - 5 5 13.51- I6•-0"14 ,2 70 - - - - 9S 7 45 35 3 - - - 1 7 7 7 7 6 3 - - 5 5 1'5 1 5 1 5 4.5 3S - 14 12 10 6 45 3 7 19 POW p - 5 5 d 13.5 1- 14 12 10 - - - - - 7S 55 75 - - - - - 1 rip5 - 1- 1 5 1 5 14.5 1- I- - - - FLOR D BUILDING CODE(Hi h Velocity Hurricane Zone D 2015 EASTERN METAL SUPPLY, INC. �A y>�' �jGENS '• BERTHA HY, Accordion Shutter System irr. 1 �• °�c ■ ■ ■ ■ H.V. euwE#1 W/OR W/O RV WNDCW MADE ` ' •;•bye TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems 6EYJ+o 075CRIPTION OATS DRAWN BY: M.L. Association, Inc. 1 OLD 11-193 34/10/15 DATC 04/10/15 M 1 8355 H.W.36th.St..Ste.305,VIht.H'A CMDONI5.n MDA 3310 1 DA"'•F��FtS��r•w�.1A 4268 West Roads Driva 2 Phone:(305)87,-1530.1-:(30.5)871-1531 DRAWING No S ••••••(��r111 a-mall:tlltoco®aol.com West Palm Roach, FL 33407 3 NA1„6•rrr Ea-0005779 Phone: (800)432-2204 - FaY: (561)209-R380 4 �j-080 WALTER A TILLIr Jr.RE P.E.SEAL/SIGNATURE/DATE FLORIDA U.6 44167 c4 SHEETOF 20 r�..: . u:11/, .••.:r :rr •::�:•.r r. „«.:11 11" r: r.h:i r, . ,7 a...1«.. oom8Emmo®mBMm000mm0mMmommo[MMEM'—M 0 _ ' mmdonn�mmmoo�oomm��ono®000noo10oEM®m�nou�imm�ooa� mmm000©ammm00000mm 00000inoononoomm0000ammm00000 �mmmonno�� m mmoom©ommmoo®©ennonn����®�oom�ommm ®vv mm0000a mmmonaoppm pnnnn000m mm0000a mmmpopomom ��mmoa0000���vaoom®mnodeo�o m�m®ommmOm000m�mm00vO mmmo®Doom®monmaam®monove Don omommm11211""w"MME IMI ME ovaaam m0O®Oa �m� ®®®�ommm0000mmmsnine� oon©oomENHE0008®mvomoo �m©ooaoa�mm®aoao�:•mmeevewnmmaaoammmooaaomm aoa �m®m00�Om®m®mmem.e®�maoee�i���®o�000®Moovoem®MM®000 malmmoomo� o�ooohm® �m®see000®®�oo,m��000�Coiom®omoovo ` ' �' mm®oaaoa momaao m �e�ese000mmvoomm©Doo ammnmoaaa mmmmmmmam���v000im seseoor�omm®mommaoo Dom®�oo0�0 ®®oaaoa000moaonoegaseoo®mmomo� va0000�m�000no ��®®��anmooaoaaen�ne�i sessennom®oaaUlmaavoaammoommmm mmaoaaoommaa rs oesem• oaaaoo®®ooaooa®©aaaaao .Zl ==== M®oo®®�irt.-Mi-��aasso�©®®aaam®aaaa�a�®oaaaam mmooaaaa�mmaao o. mr.�suerse000©oaommmaaaa o ®oaaao �w0000�ogmoov000� o ssesssonmmomom�®aa�ammomo �mm m ��®aaaoa�Jma000aa � mm00000H00 owo ssMM MIM ��iammmmIME onovao n®�000d O ■ Sm RM o Aaaaaaaavavaaaaasesasessomaaaaaaoaa a:©aQ mom== ��000vo®iiawoAovoo vaaoom== seseom©oaaoamoaaaoaamaaaa® ee • � a�0000�mooaaaoo®ses�ssem®m000��®000vnoo�000a000 • • ma�aooa=,[am= oA.mseaasesoomaveoomaoasaao�maoaaaao �• I it /TiLrECO ,., A,S.S.A. f American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY Association. Inc. + ► Ph—:(305)871-1530.F—(M5)871-IS3I DRAWING No FL 3340/ :. o�� 15-080 WALTER A.TILLIT J, « . =� 14A OF 20 sa ki DESIGN PRESSURE RATING (p•9• AND CORRESPONDING IMUM ANCHOR+ SPACING (in.) SCHEDUI E FOR e rn7c1M uex SH1nTER SPAN NEGATIVE A.S.D. DESIGN PRESSURE-RATING AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS oN sHEFTs 16&tn. B V BBTR.GTE SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. CDX 2 MIN PINE No. SPRUCE PINE SPRUCE PINE 2 Ww//MIN.G=D.ss, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/MIN, 0=0.43. W/ MIN_ G=0.36 PLYWOOD �tl G��W/. W/ MIN. G=0.43 W MIN.!G=0.36 wwucse srm(N) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T FLOOR MOUNTINGS FLOOR MOUNTINGS FLOOR MOUNTINGS WALL MOUNTINGS B.O.WALL MOUN INGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS M, N, 0 & R M, N, O & R M, N. O & R P & 0 S&V S&V S&9 w & x W & x wacx uD I��P.asacx cele(a!j nm+lerAmE eRmea na1D ®N3:9AEFN$FE PN1L M901 Hums Ta3A1E 9m6(Ft)AS6 IE9A IAF tam W.x:(mf1 Deal IWmrE R�IaR6(�Lsa mn+lmmlc 1H59H Rmc(� Ds>r ung PHSR RU1c ua IISbi IftN.ETif9lT Rvu:rgl FSR amNealn?NNIE p.76 30 40 60 75 90 O5 30 40 60 75 90.O5 30 4{7 60 75 90 OS 30 40 60 75 90 05 3D 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 QS 30 40 60 75 90 05 3' 40 60 75 90 OS 30 4f1 60 75 90 OS '--0"OR LES 72 10 70 9 8 8 6 6 616 6. 6' 12 10 10 9 E. 5 8 6 6 6 6 6 12 10 70 9 8 8 6 6 6 6, 6 6 6 5 4 4 4 3 12 12 12 12 72 12 12 12 12 .12 12 12 12 72 12 72 12 72 4'-0" 12 10 10 9 B 8 6 6 8 6 6 -6 12 70 10 9 6 B 6 6 6 6 6 fi 12 10 10 9 8 8 6 6 fi b 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 5'-0' 12 10 10 9 8 B 8 D 6 6 G 5.5 12 70 10 9 B 8 6 6 6 6 6 5 12 1010[7 ,3.5 8 7. 6 6 6 6 6 5 6 5 4 4 4 3 72 12 12 12 12 12 12132 12 12 12' 12 12 12 12 12.12 0.' 12 10 10 9 8 6.5 6 6 6 6 5.5 4.5 12 10 10 9 8 5 6 6 6 .5 5 4.5 72 1 I 106 3.5 6 6 6 6 5 4.5 6 5 4 4 3.5 - 12 12[1212 12 12 12 12 12 12 12 12 12 12 12 12 10 8.5 7'-0" 12 10 10 9 6.5 4 6 6 6 .5 4.5 '4 12 10 1019 5 3 6 6 6 5 4 3.5 12 10 10 6 6 6 5 4 3.5 5 5 4 4' 12 12 12 12 12 12 12 12:12 12 0. 12 12 12 0.5 8.5 7.5 12 10 10 7.5 4.5 3 6 6 6 5 6 .5 12 10 10 8 3.5 - 6 6 5 .5 3.5 3 12 10 10 - - 6 6 5 .5 3.5 3 6 5 4 - - - 12 12 12.12 12 12 12 12 12 11 9.5 12 12 1.5 9' 7.5 6S9'-0" 12 10 10 5 3.5 - 6 6 5.5 .5 3.5 3 12 70 9 4 - 6 6 4.5 4, 3 3 72 1U 4 - - 6 fi 4.5 4 3 3. 6 5 3.5- - - 12 12 12 12 0. 12 12 12 1. 9.5 8.5 12 12 10 8 6.5 5.5 10'-C" 12 10 7.5 4 - - 6 6 5 4 3 - 12 10 6 3 - 6 6 4 .5 3 - 12 10 3 - - 6 6 4 .5 3 - 6 5 - - - 12 12 12 1.59.5 12 12 12 10. 8.5 7.5 12 12 9 7. 6 5 11'-0' 12 10 5.5 - - 6 6 4.5- - 12 10 4S- 6 5.5 3.5- - 12 10 - - 6 5.5 4 - - - 6 5 - - - -.12 12 12 10 8.5 12 12 12 9.5 6 7 12 12 8 .5 9.5 4.5 12'-p' 2 10 4.5 - - 6 6 4 - - 12 10 3.5- - 6 5 3.5- - 12 10 - - - 6 5 3.5- - 6 5 - - - - 12 12 1.5 9.5 8 12 i R 11:8.5 7 6 12 113'-0" l2 10 "66 - - - 12 10 - 6 4.5 - - 12 .5 - - - 6 4.5 - - - 6 4.5 - - - - 12 12 tl. 8.5 7.5 72 12 10:'$ 6.5 9.9 12 014'-0" 12 10 - - - 12 7 - - -.5 4.5 - - 12 7 - - - -.5 4.5 - - - - 6 3 - - - - 12 12 9.5 b 6 12 12 9.9.7.5 8 4.5 12 9.5 - - - - - - - 12 - - 5 - - 1216'-D" 12 - - 12 - - - - 5 - - - - HV BLADE OR n HV BLADE Wf &HV WINDOW BLADE WORKING IN UNISONS A 9LE LIRIfTN10N9 UOE 1 ON FTOF USE FON pIEET 19 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WNL.FLOOR OR SOLID WOW SOFFIT SHALL BE AS FOLLO'AS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLCWMC: -SOUTHERN PINE.No.2 W/G--0.55(ND.S) -1/4.0 TAPCON ANCHORS*AS WIUFACNEN RED 13Y I.T.W.BVIIDEX W/MINIMUM EMBEDMENT A6 INDICATED AT -DOUGLAS FIR W/G-0.50(WAS.) ' EACH SECTION CN SHEETS 16&17. -SPRUCE PINE FIR NORTH W/0-0.43(N.MS.) IXCEPTION:SEE NOTE 2 BELOW. -SPRUCE (µDS.) 1/2-COX PLYWOOD(986 APA) -MIN. . 2.ANCHORS TO HOLLOW CETUNG SHALL BE.AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF LAG SCREWS AS PER NOS 2012 SPEGFICATIONS. 4,ANCHORS SHALL BE INSTALLED FOLLOW@iG ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. j1E'vr-R nisi� FLOR11 IA BUING CODE(High velocity Hurricane Zone 0,14 ...... /J. ©2015 EASTERN METAL StIPPIy, INC. ' ucE�s''.y� BERTHA HlTM S Accordion Shutter System ■ ■ ■ ■ H.v%ADE#1 w/OR W/0 H.V.v11tWN BLADE O Imo/ �'t , American Shutter Systems REv.No DESCRIPTION DATE PRAWN By. M.L ... TILUT TESTING & ENGINEERING COMPANY O Association, Inc. 1 OLD 11-193 /IO/, DATE 04/10/16 ' •'.�� • 6359 N.W.]6fA.5L,9N-345.VIROT,N GAROET,S,FLORIDA 331 �' 4268 West Roods Drive 2 _ L FTonfi:(305)871-1530.Fbx:(305)871-1631 Wes(Palm Beoch, FL 33407 DRAWING No .1 a-mal:6Ttaco6aol.cnm 3 � \j11 .ES-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 4 15-080 1 WALTER A.TILLR Jr.P.E. P.E.SEALfS(GSdiEISJ4E/DATE FLORIDA Ue.B 44167 51 SHE 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR M HV & I(`lA WV♦ BLADES (AS APPLICABLE MAX SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE C1�ONLY SHALL BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING SEE SHEET 19 FOR MAX SPAN & A.S.D. 1/4.0 TAKON WITH ADVANCED DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1 & WORKING IN UNISON - THREADFORM TECHNOLOGY - - j� W/7 1/2"Min.PENETRATION \ 1/4.0 IAPCON WITH ADVANCED OF THREADED AREA TO THREADFORM TECHNOLOGY EXISTING WOOD HEADER. W/ 1 1/2"Min.PENETRATION 9 I I I OR �r (SEE SCHEDULE ON SHEET 15) OF THRFI�DEO AREA TO �N y-Lp ¶� )''" EXISTING WOOD HEADER. I! TO GIA (SEE I (SEE SCHEDULE ON SHEET 15) 1 g;�£S 5�� I I OR(9 ` 'f 11 FOR SAD'E(1)AND I- ® 1"MID. _1/4"0-20X3/4"S.S.MACHINE SCREWS EXISRNG I SF1EfT'1B FT72 I- L = I ORI W/1/4•-20 NUTS®12"D.C. GLASS-3 BAD , N 1 Ofl I S I WALL OR „yIrWALL o �.... FlNISH H ` ' _­OPTIONAL0 2 at 7�L WALL EXISTING MIN. I I Ir. WHISH 2"x4"WOOD OR®� 1 - EXISTING MIN. HEADER REQUIRED t'./ 2'x4•WOOD I 1%4"0 TAPCON WITH ADVANCED EXISTING 1 HEADER REQUIRED ' - 1FIRfAOFORM TECHNOLOGY GLAS TO CLASS(SEE, I 1 MIN.SEPARATION III I I 2"x4"CONT.SILL OF TI{IiF m AREA,tq PENETRATION SCHEDL E ON S(jTI�LpE�Tp� TO GLASS PLATE REO'D. ' MI DTH OF WOOD PLATE 11 FDIC BADE�'0 I fJOSTNG -(SEE SCHEDULE I 1 T�O748�R GIASS—I ON SHEET 11) (5£E SCHEDULE ON SHEET 15) i ®HV WALL HEADER INSTALLATION ®HV WALL HEADER INSTALLATION OHV WALL SILL INSTALLATION MIN.SEPARATION EXISTING 1 GIN.SEPPRATIOri 1 ) TO GLASS G.NG, MIN. GLASS 110N I +l I' -SE[SCHEDULE ' I ON SHLETSCHEDI 7� ' 2"x4"COM. J EXIS71NG�1 (ON SHEET 11) IXGL�aae,----I ) ,. REO D.PLAN�(ONESHEET 11 SCHED E ` GLASS t I 1/4"0-20x3/4"S.S. ' a t \ I L 1/4"a-2ox3/a'S.S. 1 5 - MACHINE SCREWS \ 1 USING 1/4'-20 NUTS MACHINE SCREWS W/ I WALL - 1/4"-20 NUTS® I I 1 ®12.O.C. FINISH I I v 12'O.C.-\ I{�i 1 " III •M1` !' I I I ] 1 ORll ® _@OR IS 1 OR 2'x4"CONT. _ WOOD PLATE ( 1"Min. -_ 1/4'0 TAPCON WITH ADVANCED 1"Min. / ` 1/4"0 TAFCON WITH ADVANCED TAPCON WITH ADVANCED ,h III % THREADFORM ILT:IINOLOGY -1/4-0 W/1/2"Min.PENETRATION OF THREADFORM TECHNOLOGY JOIE: 2'4"CONT. W/t�1/2"Min.PENETRATION _ THREADED_AREA.INTO PLYWOOD. W/1/2•Mi.PENETRATION OF 1-SEE SHEET 4 FOR TYPICAL SILL ELATE I OF THREADED AREA f3 (SFE SCHEDULE ON SHEET 15 - THREADED MFA INTO-PlYN00D. SHUTTER-ASSEMBLY. _ - Rf13'D. Mi DWADTTI.OF WOOD PLATE. (SEE SCHEDULE ON SHEET 15) 2-MOUNTED SECHONS CAN BE - --- -- -I - - -� ----EXLSRNG_MIN._2"x4"STUDS. FINISH (SEE SCHEDULE ON SHEET 15) -COMDINEO_1N_MTY_WAY T.0 _ _ •'1/2"MIN.COX PLYWOOD REWD. ® 16"O.C.MAX.REO'DJ - ---- SUIT ANY INSTALLATION. - PLYWOOD TO BE ATTACHEO TO 1/2"WIN.COX ALL FINISH V.STING MR,2•x4"STUDS 0 16.O.C.MAX.REOb. STUDS IN ACCORDANCE WITH PLYWOOD REQ'D. ®HV WALL SILL INSTALLATION PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE SFCTION 2322 OF THE F.B.C. O SEE LIMITATIONS OF U�OF H;"' SECTION 2322 OF THE F.B.C. IIII�/// i GLADE 1A ON SHEET 1D ©HV WALL SILL INSTALLATION 11,1 1� LL—SILLO FLORIDA BUILDING COD (HI h Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY,INC. BERTHA HVTm c • $ �- T q® �.- A.S.S. . Accordion Shutter System o �,. ']]]]�C�, ? kv. MADE#I W/oR W/O Kv.VWNDON BRUMDE �� �"�OF' T1LLIT TESTING & ENGINEERING COMPANY American Shutter Systems REY.N. DESCRIPTION DATE DRAWN BY: M.L (�•'�Q 6365 N.W.36th.SL.Ste.305,Y1Ri2lw GNiODR,FIOP.mA.331 Association, Inc. 1 OLD 11-les 4/tO/1 OATS 0</IO/15 RPDA`. •• 4268 West Roads Drive 2 � •••" 1 Ph—:(305)871-1530.Fax:(305)871-1531 DRAWING NO -�A�L,���'''1��1 WALTER®-0A.00671Ur.cP.E Phone: (800)432-2204.c Fox.(6209-8380 s 15-080 FLORIDA U..$44167 5 SHEET - -- - - - - -- ---- P.E.SEAL/SIGNATURE/DATE - _ - - 1;- --16 OF.20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR J) HV & I& HV® BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE )ONLY SHALL BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING SEE SHEET 19. FOR MAXSPAN & W'AL.FINISH ASD DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1 & A WORKING IN UNISON 1/4"0 TAPCON WffH EO E2'MIN. / ADVANCED THREADFORM EDGE(IF APPUCABLE) TECHNOLOGY W/1 1/2'Min. 4"x8'(Min.)EXISTING --�— '^ PENETRATION OF THREADED WOOD BEAM REQUIRED. _ AREA TO EXISTING'WOOD STRUCTURAL ADEQUACY a HEADER. 1/4.4-20x3/4•S.S. OF EXISTING WOOD BEAM 1'-- EXISTING WOOD I;a SEE SCHEDULE ON SHEET 15) PHILUPS TRUSS HEAD TO BE CERTIFIED BY _ TRlla5E5 OR ( 1'Mirt. INE SCREWS REGISTERED ENGINEER OR E E 1/'L• 1/2" 19 EQ Eat/4"-20 NUTS ARCHITECT PRIOR TO OAC REQUIRED / SHUTTER INSTALLATION. ®12"O.C. 1/4.0 TAPCON 1riTH—� 1 OR ADVANCED THREADFORM EXISTING SOFFIT 257, TECHNOLOGY W/1 1/2'Min. 3/4'Max.THK. iv PENETRATION OF THREADED AREA TO EXISTING WOOD B EQ -tJ 14x3/4 EQ 1'x4'xi/8-CONT.ALUM.TUBE iv `< (SFE SCHEDULE ON SHEEP 15) I� ®6S O.C. I 11 or 1�3 or OS (3)5/16"9 LAC SCREWS TO OPTKINAL EACH RAFTER OR TRUSS. I �1 CR AT or 1©or ©5 I MIDWIDTH OFTE LAC SE%S NG WOOD 1 ,^.EXISTING MIN 2'x4' 1 I I MEMBER,(2"Min.NOMINAL WIDTH) EXISTING--I HEADER REO'D MIN.SEPARATION �L—_ A OPEN HOLE A7 EACH W/2'Min.PENETRATION OF GLASS II STUD TO ACCEPT ���JJJ II THREADED AREA VAUD FOR ' ) (SEE SCHEDULE I ON SHEET 11) EXISTING_"} I 5/16"0 LAG SCREW IR INSTALLATIONS IN 72 pcf AT CENTER OF TUBE. MAX.AS.D.DESIGN LOAD AND I 9'-0"MAX.SPAN.TMS m tiros(si ;I 1. j Mn r INSTALLATION IS ONLY VALD I so""" KR EI AO SEPT FOR WOOD W/ ONLY SPECIFIC OS BY WALL HEADER INSTALLATION 11an Ole® TJ GLASS ,1150 �� I I GRAVITY OF 0.50 AS DOUGLAS I a�1 I O ON SHEM EaNts 1Q�Q I OCR ®W OR EOUA.FIR OR SoUTH PINE No.2, 1i -1-.-.-.... 1 OR 1-SEE SHEE1 4 FOR TYPICAL SHUTTER ASSEMBLY, 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUR ANY INSTALLATION. ( HV CEILING INSTALLATION ('� U HV CEILING INSTALLATION n _I Toa ( �J OR ®� II MIN.SEPARAIMN 1 1 MIN.SEPARATION / III 191 FOR� GLASS � --1(SEE- TO I I I TO CLASS EXISTING (}�axlc1 I EXISTING (SEI:SCHEDULE ON SHEET it) GLA55 arrfs�e(� I I ON SHEET 11) [� I GLns---II (TIHNy�1I \{ I I'FBQt!{tlt I I IL3' III ALTERW I S I I \ 1' I ANCHOR I I EXISTING j VYNL LOCATION GLASS2'x6'MIN.WOOD FINISH R-Eq1/4"O-200/4" I 3/B IAN. §10x3/4'HEX I DECK REQUIRED 1/4' ©+ 7 3/9 Mrv. WASHER HEAD TEK I CNO FINISH ALLOWED) 19 Max' I SCREWS ® 12'o 2'x6'MIN.WOOD a EDGE OF DECK ,`•V�' DECK REQUIRED(NO ��- \ 1 OR® FINISH ALLOWED) IF APPLICA13LE EDGE OF DECK 2' �- - �- 1/4'0 F.H.TAPCON WITH Ea S.S. IF APPLICABLE - �- _ - ADVANCED THREADFORM 1/4"@ TAPCON WTiH PNILUPS TRUSS HEAD _ TECHNOLOGY W 1 1/2"Min. _ ADVANCED THREADFORM Min. MACHINE SCREWS OF / / TECHNOLOGY W/ 1 1/2'Min. W/ 1/4'-20 NUTS 2'MIN, 2'MINS__ DECK IF PENETRATION OF THREADED 2'x4'CONT. PENETRATION OF THREADED ® 12'O.C. APPUCABLE 2'MIN. AREA®MIDWIDTH OF WOOD SILL PI ATE - AREA 41 MIDWIDTH OF WOOD 1/410 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY PLATE. - PLATE. W/ 1 i/2"Min.PENETRATION OF THREADED AREA INTO WOOD DECK. (SEE SCHEDULE ON SHEET 15) REQ'0. (SEE SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) BADE®ONNSH F_1 OF O HV WALK—OVER INSTALLATION ET 19 O/HV WALL SILL INSTALLATION �����,� ®HV FLOOR INSTALLATION FLORID BUILDING CODE(HI h Velocity Hurricane Zone 0 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM CO ` Accordion Shutter System L �r!iINC. ■ ■ ■ ■ KV. BLADE#1 W/OR W/O H.V.WINDOW BLADE •: American Shutter Systems REY.No DESCRIPTION DATE DRAWN BY: W.L. STAT OF TTLLIT TESTING & ENGINEERING COMPANY Association, In1 OLD 11-103 4/10/1 DATE: 04/10/15 • 4a✓ bass N.w.36th.St.,sea.300,wRana GARDENS,FLorenA aT1e West 4268 West Roada Drive 2 Phana (305)871-1530.Fox:(305)871-1531DRAWING No �nP �VI5�1;;:- \W c-mall:titecocaol.wm West Palm Beach, FL 334D7 3 CS •••• EB-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 4 15-080 S�O L�G WALTER A.TILLIT Jr.P.ESHEET. P.E�'3EAL/ 1�Vy1URE%DATE FLORIDA Uc.p 44167 6 17 F 20 END INSTALLATIONS n HV & 11- HV® BLADES INTO 2"x4" MIN. WOOD STUDS. 2'x4' IN. WOOD SRRK 1/4'9 TAPCON WITH ;, 2'x4"MIN. (AS APPLICABLE) \ / /7J)VANCFD THREADFOR}A 2'x4'MIN.WOOD 't _..WOOD)SRIOS \ / TECHNOLOGY'OW sui-DD( STU05 REO'0. 2'x4'MN.WOOD \ / (AS APPLICABLE) \ / ANCHORS O 6"O.C. STUDS REO'D. \ / WALL \ / W/1 1/2'MIN.THREADED \ / R- PEN INTO STUDS OR : P' I \ / ALL ' T� MN.1/2'THREADEDx xFlNIIXLSTING Q/55 . F" PFNtT IT TO 1 2'CO% S�>X PLYWOOD IF NO S1UD5 EXIST. WSNNG GLASS IXISIINO GUSS / n+ E795TWC GL SS T 1 I/2'MJ. xx�WK SUTA-IQI PII j TO GIA, (SL 1/•G'MIN.CUX � IM SEPAWCH L/f,L StPAHATION 1D(9155 42 S36IXAE ON SFII .r'r 'f'.'. PLYWOOD. 4t'i'•cry.�^n• ;a ,. _.aAR TO GLASS(SEE . W GIASS(SFE 1/2'NIR.COX '^i s SpFDOE ON SHEET 1I FOR UTAM QAM) 1 I6S3' - A}i[DUIE IN SHEET 'r,?..y;y.^a .1R SOFDIIIE ON 4L4"i PLYWOOD. OH7 92T 19 TOR / '-\� WALT. 11 FOR MADC(HL 1/2' 11 fTR RADE WAN (6063-T6)CONT. is. 1/2'M .COX 11 FTR 6lADE®AND ` s O9 S1FEi 19 FOR ALUM.CLOSER PLYMk1O. - 19 RR ON SLEET t9 Fu+ RADLs©& BLADES(D WALL_ RAOES(1)&Q 1 2'MIN. PLATE.(LOCATE 1/2'i FINISH Q. .-... AT ERHITt SIOC MIN. (w rfruani}.x1tryW-Y OF®) -— #100/2"S.M.S. 016 O.C. BT0x1//Y S.M.S. 016 6.0 TMwn mml na•Ancm Tweeraot 1ma.�ucr ear uc S �4x 4 Ar r or_ 1 OR SEE DETAIL x Fu 1 OR® sa 1 OR®� 51DE CONNECTION SEE OEIAIL X FOR 1 OR®� TO TRACKS SEE DETAIL X FOR 4 6.76 - 01- 0l. Kyr®•�©•Oj�0 10' a SIDE CONK E N _ 6, SIDE CONNECTION �°"�'O �� ®@ TO IS -..__.. ®a0 O^®�O•a ' 70 TRACTUS ®.®"'(fl•'L'�'©.®m ©•(,'�(��,wq©�.7O.�u TOP®a®'(5��'©.®°' ©RR,,.O.©v,,C©����Oj.®a Q 0'©°"CO-0�.®" �•�a'V."L OA'�''�a ©'0"p©�,"xU�,���"®� ey®�®/�,",lF9.A"�(%�'®' ®�,C��,°',C®[��,,'((C���,,"`J'�u END CONNECTION DETAIL Q END CONNECTION DETAIL U END CONNECTION DETAIL Q END CONNECTION DETAIL (� 1/4'e TAPCON WITH 1/4'0 TAPCON WITH /��W9 G i REQUIRED)ONLY FOR SPANS GREATER MAN 12'-0' OUSTING GLASS-7 ADV,WCED THREADFORM ADVANCED THREAD RM —L TECHNOLOGY OW 011RD0( TETHNOLOGY 2'x4'MIN.WOOD ANCHORS W/1 1/2'MIN. ANCHORS W/1 1/2"MIN. . NtlN.SEPNwICN STIJOS FEO'0. THREADED PFN69TION THREADED ENERATION #10. ♦ SEE LIMRATIONS OF USE OF IN GLASS(SEL INTO SR105®12'O.C. INFO STUDS a 12'O.C. 1/zS.M.S: !To ASS(IDN ®ts o.c. so sON(sEE� 4 BLADE to ON SHEET 19 SCHEDULE.ON SHEET I/z'MIN. 11 FOR 9AOE(IJNO 11 FOR O/DE Q)ANI ". �' ON OR ERT 19 FTR ON SHEr 19 FORM aADCS O ® --- - 1/2'R9N :? D 6 OR(g)OR(J)OR -- '4 1 "MIN. r - - .s. 2'MIN. n R nOR 4 `WALL FINISH- 2'x4'RN* VW000~r'- WALL .�a(fi��.�aUm®'�m �ORdJ30R�OR�� VIEW Y STUDS REO-D. FINISH •®u�y..�a(�.�m PLAN DETAIL X - . END CONNECTION DETAIL (0 END DET (L 632 -IFLORID BUILDING CODE(High Velocity Hurricane Zone �,• f J' BERTHA HVTM2015 EASTERN METAL Y INCL Q GENS . c3cAccordion Shutter System �L E C !N c. ■ ■ ® i!9 H.V. GLADE ff1 W/OR W/O FIV.WNMW MADE TICCIT TESTING & ENGINEERING COMPANY American ShUff®r Systems REV.No DESCRIPTION GATE DRAWN BY: N.L pp v aav N.W.36tn.INN Ste.]E VI INE RINGGARDENS,FLORw Y Associafion, Inc. t OLD 11-193 /10/15 DATE 04/10/15 _� ........... (305)871-153030�t' Phono:(305)871-1530.F:(50.5)871-1531 426E Wast Roads Driva z DRAWING No e-mall:tilteco®Oal.mm West P.I.Beach, FL 33407 3 LS'S�ONA�� E8-0006715 Phone: (800)432-2204 . Faz: (561)209-8380 4 15-Oa :.,...,r ,Fr•��', WALTER A TLLIT Jr.P.E 5 _ Sk_EEr_ - -- - - - P.E.SFAL/SIGNATRODATE ----- FLORIDA Lic._{1 44167 ---- -- - - s tib E 20 *GENERAL LIMITATIONS AND CONDITIONS OF USE FOR BERTHA 10 A �� 1.MAX.A.S.D.DESIGN PRESSURE RATING:+110,- 110 PsJ. A G (Yid (YD (Tyl? 2,MAX.SHUTTER SPAN:96'. 3.ALLOWED MOUNTINGS:A.D,G&H ON SHE EIS 6,7;AS WELL AS (MM2,2OJUN�DRNAG�S=ED M.O,T.UQ&.W ON SHEM 16&17. lAYOUTA R BSYMM1'CIAIE ,('�LUDED ONLYAP/POSI�N IG IAYOU tNl-OR ACCESS CASE OF OPANG iC@fTi�AA E �4 OR� Om®m 5.(A)HV WINDOW BLADE 1®SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS 16 mta- (3.0 HOLES)FOR®PER BLADE AT SPACINGS SHOWN ON SHEET 4. TYP.EA.END . MIN.CLEARANCE FROM TOP DR BOTTOM EDGE OF FIV WINDOW BLADE lA OF OF ANY 3'0 HOLE FOR O SHALL BE 12'. MAX_.5 WINDOWS AT HV n (C) OW OR BLADE COMING OUT FROM STARTERS AT ENDS MAY BE WALLOWED WINDOW DLPDE® WINDOW BLADE 1 (D)HV WINDOW BLADE®MUST BE USED ALTERNATE TO A SOLID W @.ADE 1O THROUGHOUT SHUTTER'S WIDTH. (E)CQUERMATES SHALL ALWAYS BE INSTALLED AD,TACEM TO A SOLID Fry q r SLADE 1QAT EITHER SIDE OF THEN. i10 10tx g THE POLYCARBONATE HV WINDOW 9 G PR BE INSTALLED DO TF!TABS FACE SFE F.ND % sib THE W76TIOR OF THE OPENING B NC PROTECTED. H6/WINDOW(44)MUST BF. CONNECTION � ' ONLY INSTALLED AND LOCKED USING A W SETTING TOOL PROVIDED BY ASSA, DETAILS ON SHEETS E� ; INC. FULL HEIGHT. fiyzg 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATKONS IMO WOOD FRAME g BUILDINGS ON SHEET 15,AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 1 ® kgF 1 &2 ABOVE). Pryp Wi 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEDS 12&13 AS LIMITED BY SPAN AND DEMCH LOAD(SFE NOTES 1 &2 ABOVE} B.MINIMUM SEPARATION TO(SASS SCHEDULE: (SEE PLAN FOR REQUIREMENTS) �+� D H TYP TOP&BOTTOM W 1 as oa f 7 SHUTTER SPAN MINIMUM SEPARATION T'0 GLASS NUIIITED WI 96"Max. 5' ELEVATION MN SEPARATIWI 10 GLASS EXISIING GLASS SEE SCHEDULE ON SHEET 12 FOR BLADE IU --„ AND ON TO SHEET FOR IAA E .... .. ...__—______—_� _---____ j�_—___-;_____---___—. _ ____________ 5 1 1 \ TYP. 4 'l!• - 1 . sYMu ICM cENIERMATEs Q r7, ,� � �i _ / / IanRoc 6 TYP. \ W/ OR 5 AND NOTE a ABOVE) PLAN ��2 a 51 TYPICAL n HV BLADE WORKING IN UNISON""44• HV WINDOW BLADE SHUTTER* \��---- 11FF j FLORIDA BUILDING CODE High Velocity Hurricane Zone �� 4 EIdS BERTHA H V TM Y, Inc. Accordion Shutter System /TLE ® o■c. ■ ■ ■ ■ RV. R-ALDE 1 W OR w o� / / H.V.N1ND01Y BLADE -o American Shutter Systems REV.No DESCIaPnM DATE DRAWN IT': M.L. TIWT TESTING & ENGINEERING COMPANY ��'•.,F COQ' Association,Wetad Inc, + OLD 11-193 /+D/s MTE Oa/sD/Is • R,�.••LOfei � esal N.w.sa1n.st.,s�.305,vwclNA aviDERs,rl.oamY ails • West P West Roods Drive 2 Phona (305)671-1530.Fax (305)871-1531 DRAWING Na o-maH:6lteco®ool.eom West Palm Beach. fl 33407 ; EB-ODO6119 Phone: (800)432-2204 . Fax: (561)209-8380 A 15-080 •. WALTER A TWT Jr.P.E P.E.SEAL/SIGNATURE/DATE FLORIDA Lia.d 44167 519H E 20 REQUIRED MINIMUM ',,PARIES:'^I INSTALLATIONS W,/ n HV BLADE & HV CENTERMATES 01 -�2•°°°'M°x.r 6'x 1 1/2'x 0.0.35'THICK ?,.;.M ,`•, 083' Min.�CALY3 TT�E 40 Cr 43b INTO METAL STUD WALLS �Z MEEAL STUDS AT 16.O.C. + --`• ®s o.c. 40 41 b 00 qo ,1„/4n a NOMINAL '/2 I475 38 * G IONS AND CONDITIONS F USE ALUMINUM SLEEVE FOR BERTHA I 'HV BLADE ACCORDION SHUTTER 6663–T5 ALLOY REQUIRED MINIMUM ' n, ° 72 SYSTEM INSTALLATION TO METAL STUD WALLS 1 3/4.6 G t/4.6 0.035'THICK Min.I 43c 0 6'D.C.1r ,_.j. SEPARATION TO GLASS SCHEDULE 3�ocoD" CONT.GALV.STEEL TRACK CIWINK ' I ASTM A-653 CRPDE 40 Min.C-50 10 6.O.C. 39 '' z 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, — 75 p.s.f. _CN.VANQED FM3IENED TD STUp6 w/(z)gs.1/2'TEK SCREWS CN 1 °5�p�ILE N MINIMUM WNmtIOR&EXTERIOR FACE , 2. MAX, SHUTTER SPAN: 54' SEPARATION 43c LENGTH + 1" i MIN.SEPARATION I '�" TO GLASS EXISTING GLASS TO GLASS 3. ALLOWED MOUNTING: MQ ON THIS SHEET. 43 /4"off-20X3" BOLT (SEE SCHEDULE) 43 3 1/4^ (�') 4. ONLY C�ENTERMATE(21 W/ 24 HV LOCK ARE ALLOWED MUST PENETRATE 3c t" EXISTING FINISH F*) i As aPPurAeLE „ WITH C1 AR GED A METRICAL LAYOUT. �.U,KD MINIMUM t 1.373' 1 J/4'x 6 1/4•x 0,035'TRICK Min.' a 6-°'c' USE 0 (2) 35 (6" LONG. MINIMUM) MUST ALWAYS BE 250"-A –.050' CONT.GALV.STEEL TRACK CHANNEL,I 43C 430 + r h ASTM A-653 CRADE 40 Min,C-60 ; INCLUDED AT XTERIOR OR INTERIOR ACCESS SIDE OF a 1-,_ GALVANIZED FASTENN TO STUDS + a 6'O.C. CENTERMATE. M�— �� W/(2)J6x1/2-TEST SCREWS ON + INTERIOR&EXTERIOR FACE I 1 I N 1/49-20 THREADS o w ..F:� �`�` BLADE SLACK DETAIL HVF IS VALID ALSO FOR 43 1 4"g LCO CONSTRU - 1/2 1/2' 12 b CENTERMATE 21 APPLICATION WITH BLADEO PRODUCTS FAB—LOK HD REQUIRED MINIMUM w ' ':� :ti; 43b 6'x11/2'x0.035'THICK -COMPONENTS Mln.ASTM A-653 GRADE Min.G-60 GALV.STEEL -'•I MS WALL HEADERZSILL INSTALLATION EXISTING FINISH AS APPLICABLE SCALE: 3/8•= i" METAL STUDS (TYP.TOP.&BOTTOM) AL V el F�EXtSTING CIASS tASTM.A-653 GRADE 40 M in ' l 6uT.GALV-STEEL TRACK 0 ..,. G TO STUDS ' 1' 1 ....,•,.,...,..,, , •.,. '.I.I....', I:. •., I...,;. �. �. ;.;: i t'` /�C 1 GALVANIZED F SYMMETRY CAL "I I:- ;' SYMMETRYCAL I '•.1 I W/('L) @6x1/2 TEK SCRE YS ON L>-• '°A A- A Ab '43c. ' .MIN.SEPAPATION YARIEn INTERIOR&ECTEWOR FACE �.. I:. LI>..••.,.1 I > :,`,' ,;.,:,;.,,.;';:.,..;.'.,.'•..:..,... 1.:...:.".r.::.........' ,...'..:.....:: III f '. ' ; ''"',1 I,::...:`.:..•_. 7TO G55 `.. Z' S CENTERMATES W/ :•, . 5EESCHDUtE) 'Max..;`:CENTERMATEINTERIOR ACCESS SIDE EXTERIOR ACCESS SIDEtti ,II..:.,-...'•:.: II e•(TYP.) 6 n .SIPAWOH TO CLAS; IN �SFpA WA]tl m GtAss IN — 4 W/INSIDE LOCK(SEE SHM - )42 --- 2 1 2 1 T 21 21 i OCA D-AT llj 1 \, — - -- ----- - Y — — - - — — -- -'—, HV HEADER/SILL ENDS -bIEW �`rJ 2"/ 3 1/4"(TyP.) 3 (6"Min.) 24 SIDE CONNECTION TO TRACK 6 1/2'(Typ.)_... 7^ 7" --' ----6 1/2"MAX. SLACK # (Cont.) HVA DESLACK DETAIL HVF Bvc FLORIDDA BUD Hi h Velocity Hurricane Zone �Lt . .............•1�j0 ©2015 EASTERN METAL SUPPLY, INC. BERTHA HVTAM 1 L E C-0i NA! �.�® Accordion Shutter System H.V. E #1 W/OR W/0 H.V.WINDOW BI ADE ' l� 'eC American Shutter Systems REVA. DESCRIPn°NDATE DRnwN BY.' M.L �C :•4M" TILLIT TESTING & ENGINEERING COMPANY Sjp(E 4, Association, Inc. I OLD it-193 /10/+ DATE 04/10/15 6365 N.W.36t.St.,Stu.305,VIR&I—GARDENS,RDIMA 331 VC%P ^? 42G8 West Roods Drive 2 Ptmn°:(305)B71-1530.Fax 1(305 71-1531 DRAWING NO o man:6'Iteca®°ol— West Palm Beach, FL 33407 3 %- 15-..O�A`� - EB-0000719 Ph ane: (800)432-2204 . Fax: (561)200-8380 4 15-080 17 WALTER A TILLIT Jr,P.E FLORIDA U°. 44167 5 SHEET s 20 OF 20 04, 1 L TILLIT TESTING ENGINEERING COMPANY WALTER A.TILLIT,JR.,P.E. tilteco@aol.com FL P.E.License No.44167 FL EX.License No.0006719 PRODUCT EVALUATION REPORT REPORT NO.: 15-0415:02 DATE: April 15, 2015 PRODUCT CATEGORY: Hurricane Shutters PRODUCT SUB-CATEGORY: Accordions PRODUCT NAME: Bertha H.V. Accordion Shutter System HV Blade 1 W/or W/O HV Window Blade SUBMITTED BY: American Shutter Systems.Association, Inc. (ASSA) 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 ## 1906)as a Revision to FL 1850.1 to the American Shutter Systems Association, Inc. (A.S.S.A.), based on Rule Chapter No. 61620-3, Method ID 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 2014 fifth 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. 15-080, titled"BERTHA H.V. ACCORDION SHUTTER SYSTEM",HV Blade #1 W/ or W/O HV Window Blade, sheets 1 thru 20 of 20, prepared by Tilteco, Inc.; signed and sealed by Walter A.Tillit, Jr., P.E.; dated 4/115/,JRILTrwing is an integral part of this Evaluation Report. b���,. �T� •z 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 -Phone,',(305) �. 'ax: (305) 871-1531 i • I PRODUCT]EVALUATION REPORT NO.15-0415.02 2 2.2. TEST REPORTS: For HV Blade 1 Large missile impact and cyclic Loadings under ASTM E 1886 and ASTM E 1996 as well as Protocols TAS 201 .and 203, as per section 1609.1.2 of the Florida Building Code. Unifonn Static loads in accordance with Protocol TAS,202. Test reports prepared by American Testing Lab of South Florida, Reports No. 0214.01-03 and 0715.01-03, dated June 27, 2003; and January 21, 2004 respectively, signed and sealed by William R. Mehner, P.E., and Henry Hatten, P.E., jointly with ATL Reports' # 1004.01-05 dated 11/16/05, signed and sealed by William R. Mehner, P.E.# 1.214.011=05 dated 12120105, signed and sealed by Henry Hattem P.E. per protocols TAS 201;202 and 203 completed with ATL Report # 0317.02-06, dated 05/23/06 Signed ;and Sealed by William Mehner P.E. also per Protocols TAS 201,202 and 203. Tensile test as per QC Metallurgical Report No.3DM-388 dated May 20, 2003; signed and sealed by Frank E. Grate Jr., P.E., as per ASTM E 8. Report No. 11 CM-223, dated 03/04/2011, signed and sealed by Frank E. Grate Jr.,P.E., per ASTM E-8, as well as Reports # 10FM-718, dated June 22, 2010, and Report# 11 CM-233, dated 0304/2011 signed and sealed by Frank E. Grate Jr. P.E. as per ASTM E-8' Additionally, Report No. 0210.01-11, dated 0211112011, signed and sealed by Henry Hattem, P.E. and # 1220.01-10 dated February 1, 2011 signed and sealed by Julio E. Gonzales P.E., qualifying stronger Blade 1 with testing of HV Blade 3 (weaker) for Keystone mountings. For HV Window Blade 1A 1 Large missile impact and cyclic loading under ASTM E-1886 and E 1996, as per section 1609.1.2 of the Florida Building Code. Uniform Static Loads in Accordance with ASTM E-330 per Section 1710.5.3 Test reports prepared by American 'Testing Lab of South Florida, report# 0505.01-08 signed and sealed by William R. Mehner, P.E. , and Henry Hatten P.E. Testing for polycarbonate Bayer Makrolon 3103 for fire burning characteristics, per sections 2601, 2602, 2607 and 2614 the Florida Building Code, per ETC Laboratories report # ETC -07-1095-19015.1, dated 12/14/07, signed and sealed by Joseph LaboraDoldan P.E. Testing for Polycarbonate Bayer Markrblon 3103 for Weathering /(UV exposure) per ASTM G-155 and ASTM D-638, per section 2614 of the Florida,Building Code, per ETC Laboratories report # ETC-07-1095-19015.1, dated 12/14/07,' signed and sealed by Joseph LaboraDoldan P.E. Tensile test as per QC metallurgical Report#8GM-693 dated July 21, 2008 signed and sealed by Frank E. Grate P.E. as per ASTM E 8. Qualification for Sabic Innovative Plastic Polycarbonate-with resin 1103, equivalent as per letter issued by Sabic, dated 7/17108, addressed to Eastern Metal Supply Inc, to approved #9034 sheet grade with Miami Dade County Approval addressing the burning characteristics,weathering and structural (mechanical) propert�ipo.,O i® ,1..• ......... e � PRODUCT EVALUATION REPORT NO.15-0415.02 3 2.3.STRUCTURAL ENGINEERING CALCULATIONS: On Bertha H.V. Accordion Shutter System for maximum shutter span vs. design wind load, as well as maximum anchor spacing vs. design wind load and shutter span based on rational and comparative analysis, and in accordance with section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc., July 31, 2006, May 23, 2008, July 1, 2011, October 27, 2010 April 27, 2011 and August 8, 2011 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 and ASTM E 1996, as well as Protocol TAS 201 ( for Blade I and HV blade 1 qualified thru HV3 Blade, Weaker Blade For Keystone Mounting)And per ASTM E 1886 and E 1996(for Blade 1A). 4. WIND LOADS RESISTANCE: Accordion Shutter System has been verified to sustain wind pressures. Maximum Shutter Span for HV Blade 1 shall be as indicated on sheet 11 of 20 of product Evaluation Document (P.E.D.), Drawing No. 15-080 at detail "M" on Sheet 7 (for Keystone Mounting "M"), 20 (for metals studs) and 12,13,14,15 of 20 of Product Evaluation Document(P.E.D,) , Drawing No. 15-080. Maximum shutter Span and anchor spacing for Window Blade 1A shall be as indicated on sheet 19 of drawing No. 15-080. 5. INSTALLATION: For HV Blade I Shall be performed strictly in accordance with the details indicated on sheets 5, 6, 7, 8, 9, 10, 16, 17, 18, 19 and 20 of 20 of Product Evaluation Document (P.E.D.), drawing No. 15-080. Minimum separation to glass s shall be as indicated on sheets 11 of 20 of Product Evaluation Document (P.E.D.), drawing No.15-080. Requirements for use of locks and/or locking rods shall be as indicated on Notes 5of 20 and note 10 on sheet I of 20 of Product Evaluation Document(P.E.D.), drawing No.15-080. The HV Blade Working in unison with Hv Blade 1A, shall be performed strictly in accordance with limitations included onsheet 19 of drawing No. 15-080. Minimum separation to glass shall be as indicated on sheet 19 of drawing No. 15-080 6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheets I through 4 of 20 of Product Evaluation Document (P.E.D.); drawing No. 15-080. Anchor specifications for HV Blade 1 shall be as indicated on sheets 13, 15, and 20 of 20 of Product Evaluation Document(P.E.D.�Iojjjh-wp�; ,g No. 15-080 611#11 '*%' RCS T141 r PRODUCT EVALUATION REPORT NO.15-0415.02 7. LIMITATIONS AND CONDITIONS OF USE. 7.1. Shall be strictly in compliance with General Notes No. 1, 2, 9, 10, 11, 12 and 13 Indicated on sheet I of 20, of Product Evaluation Document (P.E.D.), drawing No. 15-080 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product Imay be installed within HIGH VFLUU1 il Y HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code I . 7.3. Product shall only be installed into poured concrete, concrete block, wood framostructures, and Metal stud walls. I 7.4 Limitations of use Blade HVI USED in unison with blade HVIA shall be as per sheet 19.of 20 of drawing No. 15-080. Product Evaluation Report prepared by Walter,A- Tllllt,�Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida EB-0006719), i it at "Ink yc)� F,