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HomeMy WebLinkAboutProduct Approval 1 (!) Ga(eForce HURRICANE SHUTTERS, INC. PANELS • ACCORDIONS • BAHAMAS COLONIALS • ROLL UPS Property Information Building Information I Owner: Louis Romano Wind Zone: 170 MPH. Address: 2507 NW Hollyberry Ln Exposure Category: B Palm City,FL 34990 Minimum Building Dimension: 6 ft. Mean Roof Height: 15 ft. Risk Category: II Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf) 1 Int 135 132 7 26.1 -28.7 2 Int 109.5 110 7 26.9 -29.5 4 Int 93 84 7 27.7 -30.4 5 Int 105 90 7 27.4 -30.0 6 Int 79 80 7 28.2 -30.8 7 Int 7 28.2 -30.8 8 Int 40 74 7 29.7 -32.3 9 Int 40 74 7 29.7 -32.3 10 Int 114.75 76 7 27.5 -30.2 11 Int 75.75 91 7 28.0 -30.6 12 Int 74 70 7 28.6 -31.2 13 Int 53 76 7 29.1 -311.7 14 Int • 43.25 76 7 29.5 -32.1 15 Int 85.5 75 7 28.1 -30.8 16 Int 85.5 75 7 28.1 -30.8 17 Int 82.25 103 7 27.6 -30.2 18 Int 217 104 7 25.6 -28.2 19 Int 217 104 7 25.6 -28.2 20 Int 50 108 7 28.5 -31.1 21 Int 200 110 7 25.6 -28.3 22 Int 50 75 7 29.2 -31.9 23 Int 148 104 7 26.4 -29.0 24 Int 132 56 7 27.9 -30.5 25 Int 43.25 76 7 29.5 -32.1 26 Int 93 84 7 27.7 -30.4 Page 1 of 2 (!) &deForce HURRICANE SHUTTERS, INC. PANELS • ACCORDIONS • BAHAMAS • COLONIALS • ROLL UPS Property Information J Building Information Owner: Louis Romano Wind Zone: 170 MPH. Address: 2507 NW Hollyberry Ln Exposure Category: B Palm City,FL 34990 Minimum Building Dimension: 6 ft. Mean Roof Height: 15 ft. Risk Category: II Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf) 27 Int 93 84 7 27.7 -30.4 28 Int 112 66 7 27.9 -30.5 29 Int 109.5 110 7 26.9 -29.5 • • Prepared in accordance with:ASCE 7-10,Chapter 30.Wind Loads-Components and Cladding.6th Edition(2017)Florida Building Code. • Page 2 of 2 • Identification Schedule for Opening Protective Device or System (The following minimum information shall be provided to facilitate plan review and inspection of the proposed installation,opening,protective device or system) Address: 2507 NW Hollyberry Ln, Palm City, FL 34990 Type of Structure: PERMIT#: Dev. Device Device Opening Opening Shutter Shutter #Storm Anchor Header # Type Manufacturer Approval Width Height Width Height Bars Req. Spacing Reinf.Req 1. Accordion ASSA FBC 135 132 135 132 10 No 2. Accordion ASSA FBC 109.5 110 109.5 110 10 No 4. Accordion ASSA FBC 93 84 93 84 10 No 5. Accordion ASSA FBC 93 84 105 90 10 No 6. Accordion ASSA FBC 68 74 79 80 10 No 7. Not Covered Not Covered FBC No 8. Accordion ASSA FBC 34 68 40 74 10 No 9. Accordion ASSA FBC 34 68 40 74 10 No 10. Accordion ASSA FBC 102 70 114.75 76 10 No 11. Accordion ASSA FBC 65 85 75.75 91 10 No 12. Accordion ASSA FBC 74 70 74 70 10 No 13. Accordion ASSA FBC 45 70 53 76 10 No 14. Accordion ASSA FBC 37 70 43.25 76 10 No 15. Accordion ASSA FBC 74 • 69 85.5 75 10 No 16. Accordion ASSA FBC 74 69 85.5 75 10 No 17. Accordion ASSA FBC 72 97 82.25 103 10 No 18. Accordion ASSA FBC 217 104 217 104 10 No 19. Accordion ASSA FBC 217 104 217 104 10 No 20. Panel EMS FBC 40 102 50 108 12 No 21. Accordion ASSA FBC 192 104 200 110 10 No 22. Panel EMS FBC 192 65 50 75 12 No 23. Panel EMS .FBC 148 104 148 104 12 No 24. Accordion ASSA FBC 132 56 132 56 10 No 25. Accordion ASSA FBC 37 70 43.25 76 10 No 26. Accordion ASSA FBC 93 84 93 84 10 No Identification Schedule for Opening Protective Device or System (The following minimum information shall be provided to facilitate plan review and inspection of the proposed installation, opening,protective device or system) Address:. 2507 NW Hollyberry Ln, Palm City, FL 34990 Type of Structure: PERMIT#: Dev. Device Device Opening Opening Shutter Shutter #Storm Anchor Header # Type Manufacturer App1oval Width Height Width Height Bars Req. Spacing Reinf.Req 27. Accordion ASSA FBC 93 84 93 84 10 No 28. Accordion ASSA FBC 112 66 112 66 .10 No 29. Accordion ASSA FBC • 109.5 110 109.5 110 10 No Florida Building Code Online Page 1 of 2 • 141 90 : sr / :il usiJessk .Pto ssiional Regulation L r .___._._.....:- . g114R. abtDiv, ftirnt CalreLtr!f4$�C BCIS Home I Log In I User Registration j Hot Topics I Submit Surcharge j Stats&Facts I Publications I FBC Staff I BCIS Site Map I Units I Search I Florida - 't #: "f'Product Approval ` USER:Public User `.r wyx'n Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL11964-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived ❑ Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (800)432-2204 Irodriguez@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit,Jr the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence FL11964 R4 COI EASTERN METAL SUPPLY,INC. DRAWING 17-097 CERTIFICATION OF INDEPENDENCE.PDF FL11964 R4 COI EASTERN METAL SUPPLY,INC DRAWING 17-089 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ;I ASTM E1886 2002 ASTM E1886 2005 ASTM E1996 2005 ASTM E1996 2002 ASTM E330 2002 Equivalence of Product Standards Certified By Sections from the Code https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsxYIeb4opODchXga... 4/23/2018 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 09/06/2017 Date Validated 10/14/2017 Date Pending FBC Approval 10/25/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 11964.1 0.050"Bertha Aluminum Storm Corrugated aluminum Storm Panels retained or not by tracks Panel(2 inch)-Drawing number to provide hurricane protection. 17-097 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11964 R4 II EASTERN METAL SUPPLY,INC. DRAWING Approved for use outside HVHZ:Yes 17-097 0.050 BERTHA ALUMINUM STORM PANEL.PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large missile.Max.span is 13'-0"for+30,-30 p.s.f. Evaluation Reports ASD and 4'-0"for+90,-130 p.s.f.ASD for retained panels. FL11964 R4 AE EASTERN METAL SUPPLY,INC. DRAWING See sheet 2 of installation drawing for other spans and 17-097 PRODUCT EVALUATION REPORT.PDF pressures. Created by Independent Third Party:Yes 11964.2 24 Gage Bertha Galvanized Steel Corrugated steel storm panels retained or not by tracks to Panel(2 inch)-Drawing number provide hurricane protection. 17-089 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11964 R4 II EASTERN METAL SUPPLY,INC DRAWING Approved for use outside HVHZ:Yes 17-089 24 GAGE GALVANIZED BERTHA STEEL STORM Impact Resistant:Yes PANEL.PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large Missile.Max.span is 9'-10"for+32.6,-32.6 Created by Independent Third Party:Yes p.s.f.ASD and 2'-8"for+58.0,-58.0 p.s.f.ASD See sheet 2 Evaluation Reports of installation drawings for other spans and pressures. FL11964 R4 AE EASTERN METAL SUPPLY,INC DRAWING 17-089 PRODUCT OF EVALUATION REPORT.PDF Created by Independent Third Party:Yes 'Back! 'Next] Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mall.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 offidal communication with the licensee.However email addresses are public record.If you do dot 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 area licensee under Chapter 455,F.S.,please click hr . Product Approval Accepts: ■ ® l'CF ck Credit Card Safe secur tymmics • htt s://floridabuildin .or / r/ r_a dtl.as x? cram=wGEVX wtD sxYIeb4o ODchX a... 4/23/2018 P g g P P PP_ P P Q q P g /mii \CO IN TILLIT TESTING & ENGINEERING COMPANY WALTER A.TILLIT,JR.,P.E. tilteco@aol.com FL P.E.License No.44167 PRODUCT EVALUATION REPORT FLE.B.License No.0066719 REPORT NO.: 17-0726.02 DATE: July 26, 2017 PRODUCT CATEGORY: Hurricane Shutters PRODUCT SUB-CATEGORY: Storm Panels PRODUCT NAME: 0.050" Bertha Aluminum Storm Panel (2"deep) MANUFACTURER: Eastern Metal Supply, Inc. 4268 Westroads Drive West Palm Beach, Florida33407 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID# 1906)to the Eastern Metal Supply, Inc, Rule Chapter No.61G20-3, Method 1D of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2017 sixth edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions. 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT (P.E.D.): Drawing No. 17-097 (Revises Drawing # 15-045) titled "0.050" BERTHA ALUMINUM STORM PANEL (2" DEEP"), sheets 1 thru 17 of 17, including sheets 6A and 14A of 17, prepared by Tilteco, Inc.; signed and sealed by Walter A.Tillit, Jr., P.E.; dated 07/26/2017. This drawing is an integral part of this Evaluation Report. °Dogaogaaa049,.„„ Large2.2. ST EP Em s missile imOpactt.load tests were performed01°3n er'' -1996 standard as per section 1609.1.2 of the Florida Bui1'ding Ccpile Jin brcn.StatikLoad * o y, : n . i 6355 N.W. 36th Street, Suite 305,Miami,Florida 33166-Phone: (3O ):8'tlilaSgO-,Fax: (305) 871-1531 PRODUCT EVALUATION REPORT NO.17-0726.02 2 Tests as per section 1709.5.2, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report No. 0321.01-05, dated March 21 thru June 23, 2005, signed by Jose L. Mir, ATL Assistant Director and signed and sealed by William R. Mehner, P.E. and Henry Hattem P.E., Report No. 0812.01-05, dated August 12 thru September 8, 2005, signed and sealed by William R. Mehner, P.E., and Henry Hattem, P.E., Report No. 0119.01-06, dated July 5, 2006, signed and sealed by William R. Mehner, P.E. and Henry Hattem, P.E. Tensile test reports # 5DM-377, by QCM Laboratory, dated April 26, 2005 and signed and sealed by Frank E. Grate, Jr. P.E., as per ASTM E 8 and # 6AM-87, dated February 9, 2006, signed and sealed by Frank E. Grate, P.E., as per ASTM E-8. 2.3. STRUCTURAL ENGINEERING CALCULATIONS: On 0.050" Bertha Aluminum Storm Panel (2" Deep)for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated June 23, 2006, amended May 12, 2008 for hemmed edge panels, signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile impact under section 1609.1.2 of the Florida Building Code, as per ASTM E-1886, E-1996 Standard (basic protection). 4. WIND LOADS RESISTANCE: 0.050" Bertha Aluminum Storm Panel (2" Deep) has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheet 2 of 17 of Product Evaluation Document (P.E.D.), drawing No. 17-097. Maximum Anchor Spacing shall be as indicated on sheets 9, 10, 11, 16 and 17 of 17, of Product Evaluation Document (P.E.D.), drawing No. 17-097. 0.050" Bertha Aluminum Storm Panel (2" Deep) has been verified for code compliance to work as a non- porous storm shutter assembly, as per ASTM E-1996 Standard, qualifying Wind Zones 1, 2 and 3. 5. INSTALLATION: Installation shall be performed strictly.in accordance with the details indicated on sheets 4 thru 8 and 12 thru 15 of 17, of Product EvpjuatiarvD�cument (P.E.D.), drawing No. 17-097. Minimum separation to glad gibe\aa'Ap Bated on sheets 4 thru 8 and 12 thru 15 of 17, of Product Evalu�`ti. o tal ient.(I .), drawing No. 17-097. °°° ' ' NS . PRODUCT EVALUATION REPORT NO.17-0726.02 3 6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheets 1, 2 and 3 of 17, of Product Evaluation Document (P.E.D.), drawing No. 17-097. Anchor specifications shall be as indicated on sheets 1, 5, 6, 6A, 7, 12, 13, 14, 14A and 15 of 17, of Product Evaluation Document (P.E.D.), drawing No. 17-097. 7. LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 7, 8, 9, 10 and 11, indicated on sheet 1 of 17, of Product Evaluation Document(P.E.D.), drawing No. 17-097 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida EB-0006719). O ��g00pDRade„p�r W.SE Ivo 4 " /AIL EOGN ps`I • • GENERAL NOTES: • 1. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN NOTES: ACCORDANCE WITH THE 2017 (fith EDITION) OF THE FLORIDA BUILDING CODE.THIS STORM PANEL SHALL) BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (MIAMI-DADE/BROWARD COUNTIES). B.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS, 5.G.TAPCONS, ELCO PANELMATE, ELCO WAS. 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, 9.2) -3/4"0 SOLID SET ANCHORS SHALL BE ENTERILY EMBEDDED INTO THE CONCRETE BLOCK UNIT • FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. FOR A DIRECTIONALITY FACTOR Kd-O.85.USING ASCE 7-10 FOR INSTALLATIONS UNDER 2017 FBC AND SHALL 1/4.0-20 SCREWS USED SHALL RE 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. 113) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL,ANCHORS IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE LONG SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE SHALL BE AS INDICATED ON NOTES TO COMPARE THESE W/MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2, 7, 9 THRU 17. IN 8.1)& 9.2)ABOVE. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER STRESSED,A 335 (C) TO EXISTING WOOD FRAME BUILDINGS, SEE SPECIFICATIONS ON SHEETS 12, 13. 14 & 15.ANCHORAGE SHALL BE INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS MOL USED IN THEIR ANALYSIS.A DURATION FACTOR CD-1.60 WAS PERFORMED BEYOND ANY FINISH MATERIAL AT WALL LIKE BRICK VENEER, STUCCO OR ANY OTHER FINISH. USED FOR VERIFICATION OF FASTENERS IN WOOD. STORM (D) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S 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 B 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.1.1TYPE . (BASIC.2PROTECTIONSO-LY)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 6.2.1.1 AND 6.2.1.2 OF ASTM E 1996-02. (SHEET 4 THRU 8).EXCEPT THAT HEADERS 2. 3. 3A&4 SHALL NOT BE USED. 2.ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 5052-H32 OR 3004-H34 ALLOY. B. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS 3.ALL ALUMINUM EXTRUSIONS S. ALL BE ALUMINUM ASSOCIATION 6063-T6 ALLOY&TEMPER UNLESS OTHERWISE NOTED. TO BE ATTACHED TO INSURE PROPER ANCHORAGE.THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR STORM PANEL COMPONENTS Q.4J STUDDED PLATE AND 5 SNAP CAP ARE PATENT PENDING. WOOD FRAME BUILDINGS. 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER 9.THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS DIN 50018 W/50 ksi YEW STRENGTH AND 90 ksi TENSILE STRENGTH &SHALL COMPLY W/FLORIDA BUILDING CODE CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION.CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL SECTION 2411.3.3.4. LENGTH. 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AISI 304 SERIES STAINLESS STEEL WITH 35 ksl MINIMUM YIELD STRENGTH. 10. (a) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. 6. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS -1/4"0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W./BUILDEX. PRODUCT, BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDIRONS DETAILED ON THIS -1/4.0 S.G.TAPCONS AS MANUFACTURED BY IOW/ BUILDEX. DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. -1/4"0 PANEL MATES ANCHORS MALE OR WAS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. -1/4"0 X 3/4"SOLID SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW, BOLT& SPECIALTY COMPANY. (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. NOTES: (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL A1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF 7APCON 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 MID ELCO WAS IS 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. -1/4.0 -20 SCREWS USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO EXIST,AND 1"MINIMUM FOR (e)THIS P.E.D. SHALL BEAR THE.DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD WALLS WITH NO STUCCO. THAT PREPARED IT. A3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY SHALL BE AS INDICATED ON NOTES A.1) &A.2)ABOVE. OPENING.LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. (B) TO EXISTING CONCRETE BLOCK WALL: -1/4"0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W./BUILDEX. -- -1/4.0 E.G.-TAPCONS AS.MANUFACTURED BY INA/BUILDEX. /A/nA/,4s, - --1/4"0 PANEL MATES ANCHORS MALE OR WAS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. '!(/v1 7jj, ' THIS DRAWING SHALL ONLY BE USED TO -1/4"o x 3/4•SOLID SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW,BOLT& SPECIALTY COMPANY. 11AA1, 6TH - - - `�1.Q� .......• � =_ OBTAIN PERMITS IN THE STATE OF FLORIDA `71 •\,\CENSE: * No.44167 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) * I *1 02017 PLIECO,INC. 0.050" BERTHA ALUMINUM STORM PANEL L.C. T STATE -_OF r c,, , (2.00" DEEP) DRAWN BO. pn" ''1PD' EASTERN METAL SUPPLY, INC 07/26/17 ` 'Pkif•,,•O'C''`A111 I L E C O INC. 4269 WEST ROADS DRIVE 617E. 1J�� (tiV ` TINT TESTING& ENGINEERING COMP\ MIST PALO BEACH,IL 33407 -•••r N9 raw.3R 6L r]N.RG`.a CuzW,R SIIG! PHONE(561)209-8263.PAX(561)817-,716 17-097 Prom I(3]'.16!-1130.fa.:(]0)671-15]1 _ EB-0008719 1 l0l n DRAWING No WALTER A TUB Jr.,PA. m'6-6A6 oNra/A7 m FLORIDA Ge.44167 7 . SHEET 1 Or 17 • • 12.000"(EFFECTIVE WIDTH) 6.000(EFFECTIVE WIDTH) 1.070"-- .170• 1.070" zo7o• 4.aep'-� I r 170' �M A.S,D. DESIGN PRESSURE RATING --II /- I IIII- (p.s,f.) AND ©.®As APPLICABLE I .13, 0.800" aw..){ Q®As.wPucaeLEh I I �On"(JYP) I • . R>P') (rod 'lr CORRESPONDING MAXIMUM PANEL LENGTH r," SCHEDULE oc. \I- '2 T 0.250" N o -0.250`o N rye ° ° --i 2.p?o'G -I 2.020"I- I ry° -4 2.020'I-- I PA's D AT BOTH PANELS RETAINED AT LEAST FULL PANEL W/ HEMMED EDGES HALF PANEL W/ HEMMED EDGES 0ees®s®®0® LV� ,NE OF R ENDS OR DIRECT'MOUNTED* ®®03),OR e* ANXIMUM MAXIMUM 14.375"(TOTAL WIDTH) -8.425•(TOTAL WIDTH). A.50 DESIGN Mar.PANEL LENGTII ASA.DESIGN Mon PANEL MGM PRESSURE RATING L(N.) PRESSURE RAYING L(IL) 12000".(EFFECTIVE WIDTH) •-6.000(EFFECTIVE WIDTH) (....1) (p...3,) 1.070"- - L f�0• 1.070' 1.070"1 I 4.880" 170" +30.0, -30.0 13'-0' +30.0, -30.0 13'-0" ®.®AS APPLICABLE' 1 I�50"(iYP.) { I r/"���AS APPOGABt£ ri..._. 50"(1T'P.) {7 - +40.0. +35.0, -35.0 12-8' +35.0, -35.0 12'-0' / \14 -40.0 12'-q• +40.0, -40.0 I1'-3' 0 0 -4I 2.020'k- -I 2.020"I- ---I 2.020"I- I +45.0, -45.0 72'-0' +45.0,.-45.0 rp'-p OPTIONAL FULL PANEL W/O HEMMED EDGES OPTIONAL HALF PANEL W/O HEMMED EDGES +50.0. -50.0 11'-o' +50.0, -50.0 9'-0' Q7 STORM_PANEL +55.0, -55.0 10'-O' +55.0, -55.0 8'-2' SCALE:7/4'- 1' +60.0, -60.0 9'-4" +60.0, -60.0 7'-6• +700, -70.0 8'-0" +70.0, -70.0 6'-5' I--�" CONCRETE ANCHORS(SEE SCHEDULE) I M"-{ +80.0, -80.0 7'-2' +80.0, -80.0 5'-8" I1 MU. 1 Min. +90.0, -90.0 6'-3' +90.0, -90.0 5'.p• D 0 e 0 +90.0, -100.0 5'-7' +90.0, -100.0 T TI • ,111.1111111111111111111.111 S.' a . +90.0, -110.0 5'-1' +90,0, -110.0 5•_0• • 2 +90.0, -120.0 4'-8' +90.0,'-120.0 4'-9' y +90.0, -130,0 4'-0' +90.0, -130.0 4'-4 1/2" h ,„ #NOTE PANEL LENGTH DESIGN PRESSURE RATING&MAXIMUM T'1 Illiiiiioimii11111147 FOR INTERNALLY REMOVABLE PANELS AS PER ' W MOUNTING INSTALLATIONS ON SHEET 7 OF 17 IS +50.0, - 50.0 p.s./. W/88'MAX. PANEL a LENGTH. ' ' _ _ ' 1 p LA.�D.G DESIGN PRESSURE RAYING&MAXIMUM- FOR MOUNTiNC AS PER ALTERNATIVE 11.AND 14 .---- /Off llllllll TH. IAox. I CONCRETE ANCHORS(SEE SCHEDULE) I 3. �Iltlll�`�r/F4''i IL��,J^e ANG+0.0,, -50.0 Fp.s.!.FOR UP TO PANEL LENGTH, 1 Wm STORM PANEL 1 Min. 011 'i..'"' FLORIDA\CEEN ' ` TYPICAL ELEVATION �a BUILDING CODE (Non High Velocity Hurricane Zone) N T.S. $ f No.44167 3 62017 7L7E00.INC. 0.050" BERTHA ALUMINUM STORM PANEL L.C. 1/4'Max. GAP i/4" GAP ; 'a �C '" (2.00" DEEP) PRIM 8Y, ""``� r / /� \ {� Max.M `'O �� C/. EASTERN METAL SUPPLY, INC • °'/�6"' J \ I / \ I / \ /� _0_ ,(•/-/'f��7[�4� .,��41E��, / 'L `y�IMt. \ 4268 WEST ROADS DAVE DATE '7Yu- _/•:)'Y�'�(•'�Lr'.� I TIWT TESTING-&ENGINEERING COMPANY WEST PALE BEACH,TL 33407 V 111 6],ES,NM.]Eh.SL.7L-I53f,WSIXN CxA0D5,R]IIEE PRONE(561)2°9-8263,FAY,(561 847-1716 17-097 SECTION A-A sIQ�IAL." . Poon.164131�i 0006719(]0.yE]7-7!]I E xmw u;E DRIVING No N.T.S. ,., a WALTER A 1HJJT Jr..P.E. ND 15-CO D%1N11 an SHEET 2 OF 17 FLORIDA Lie.44157 , • • 7.251' 0.010 OP.X 0010 R. 7.]68'^-{ h 7JI' 1 1/4"°-20 S.5:.NAChDHE $' �yq F.20' BOLT W/NEW&WASHER _ _ • •Q 0 12'O.C r a .170• $ S W. 10 ^ .�', 2.Lso I L Iry or I 1 rr A a�Id , p , ;t', .n.' pI n ,.156 L 'o• L .696• .ab• fi ►r-- g�,•-��� 4p, .rm• 0 8 _ O I 9 .1_7.7 I N K 099' 'A, .6D4' n :�.�/y 60nf. ---'20 3a<Tr. a.9� I ,..SCP {-AW* I , N h N p! n .las• .... �k ry ..., T-u�ry a 1 1 L _ �� .090- .090' 11--2;7.14;.�I' .0. .i. .., 1 2464'ti _. \ Te. -WA L �j I I � 77T__- -30. ... SO II-2.125,--- 2. 25'- I T �i--•2.125"-•I 7'464 _so 2'483 ® F" TRACK Q I7 HEADER " " 40 "U" HEADER Q 3" MAX. ANGLE BUILD OUT BRACK ...,•r J/6•-1• =HI r3/3.-r• 03 3"Max. U"BUILD OUT 3A 6• 4.: .,•. .• . 6 :) : s=ue 1 .-I 0600 -1• ET SGHE,Jn"-r ScuE 1 JAW.I' 2.w• Fe° / ,v nuc 141 s)P---{{{ y r.--- I/S'•I-70 5 S!IDD f/�•,,-2°s'..2.srlm .04:-.1- PAM oDY�_ .ras• r- 0 12.05 .NO" .166'{1 I RNf7E0 7D AN6f£ PAM ro AA4Yr r/P. , AVERNUS II •• 750 O SPASMS SHOWN ° a•o.C�- LEO teGlgx L ___: L RR�� r 2.v=ma - m I �_ -i..-17r _ I----c636�-! R'tb. a39h -zan•---I1.--zaa9'---i �.6J2.4- I (rr�l 10 MINI WALL 1,75"x0.6,32" 07 REVERSED F"ANGLE TRACK ® F° TRACK ANGLE Q STUDDED ANGLE ANGLE WITH STUD 11 ?x5"(MAXJx1/8" stet r�6-1• 6063-73.N+.Aaar SCAM 1/2"..,• ANGLE WITH STUD scut,3/6'-r wit 5/6"-1• 111111:a0.3?7a /-6.315'OIO ,/ 729' 1/4.6-20 it .77•\ 062-!aS-r-- 5.57110hClip O9�IY ... I � � P7a~0.650 , r.0 g .66 750 O12'0.02.760'8113' lam_'--6.750• b Illp 0.515" h'j .171' ow y LARGE KEY HOLE (OPTION 1) SMALL KEY HOLE (OPTION 2) 12A ROUND HOLE AT PANEL =Alin..085' 379 ii.309" ,i0...n 7P L.Fi J ,�` Scut r!/6•-r scuE,a/e•.r \•., �� ... /T�'t • 12 KEY HOLE AT PANEL 1© KEY HOLE WASH a ©STUDDED P T ���'EN4 '•% .786' 3r63-HI34 AI"..ALW7• e 64 I. 1r.I2S �,. '�; No.44167 .281 J; �I r°�' 2.188• R1.e7e I ry • I1 1 _.1I WW1 a -���,t ���`v ��¢��, 1.]u" l .D6r L L(_ Nov S/ANAL�� 111' sox 06' I FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) ©SNAP CAP 16 8.O, ANGLE. J�I 4 . 1815 lo.�s 02017 RLTECO.INC 0.050" BERTHA ALUMINUM STORM PANEL LC. SCALE !/e (2.00•• DEEP) ORANN 80 COSJ-111 H"..1• 0 �• DETAIL 1: STUD 11,/WING NUT - 07/76//7 : E C O�wc. \ EASTERN METAL SUPPLY, INC a8c COMPONENTS4�6 WEST RDS DRQ L TESTING&ENGINEERING COMPANY • WEST PAW 205 F I 17407 LW xn.UN.Se.6:..SOS,V.taHN CAROM rt 61188 PHONE•(5602M-8265 FAX:(560841-1716 17-097 Pt..:(30!}9]1-1530.501:(305)871-1531 I7IL F] DROWNC Na ES-0006719 me oosmnl ma WALTER 0 TIII. lr.,RE. Orn 13-40 Jnle/n 2.v FLORIDA Lia 44167 2 SHEET 3 OF 17 • r ) -� CONCRETE ANCHORS - - - -- - E _- 2504C nt. \ POURED CONCRETE OR CONT. • r + 1 —I.A,y CONCRETE ANCHORS \ CONCRETE BLOCK'IYALL CONCRETE ANCHORS 1 (SEE SCHEDULE'-'s;.'. ROMEO (SEE SCHEDULE _ (SEC SCHEDULE�- 1.000 I ��__\ I Cont ,-46.-1._ (OPEN POSRlON+) 500 L . T .: .250- CONCRETE ANCHORS \p f�l� . '� \ Mor. (SEE SCHEDULE���\\\ `{ I j \ FOR S HONG) \ • POURED E.O. \1 POURED E•0. \ I CONCRETE POURED e0. I i.. 4'I- REONRED 2 CONCRETE^ \ �...(� REQUIRE �'+ \ 0 CONCRETE Z `I \' Cont. \\\\\\\I\\\.\\ \\ \\ \\\ \\ `�(•I . \}.\\\\\\ F.D. h -1}•WmSEPARATION' i N I 1 'Min.SEPARATION I 0 \ n §. M cuss I I TO CLASS \\ \\\\\ I BI 1 ^) a1•Min.SEPARATION I!{ z —�� TOcuss Lt—T_ OPTION f( I 03 p•FA'n.SEPARATION.. CONCRETE ANCHORS SECT/ON 3A TO(LASS I 1/4.0-20 x J/4• I (SEE SCHEDULE) \ I S.S.BOLTS W/7/8".; i 01 -..__ II ^ I I I u 3/32'WING NUr 0 p. t 017E II�� Ei Ui 12'0.C. a ----11= .500' CI //i/ a 2 POURED - R. K T• CONCRETE E.0.C ///// ///// POURED E.D. OR CONCRETE I . /////i/////� a / / / ifs CONCRETE \ 7. .i-1.:%5,,,i 1IRBLOCK WALL EQUIRED �s'ED-7/ POURE� / iJ RfOULREO N POUR / CONCRETECORCONCRETE \\\\ \\\\ i CONCRETE ANCHORS / ll OR BLOCK WALL .(SEE SCHEDULE) BLOCK WALL 7, REQUIRED ED. / ! t d '11(,<__________y / I 1'Min.SEPARATION ! / CO!?. REQUIRED E. O /- / III I ::::.-:_z f , i— TO CLASS O. EJ(OPEN POSITION+) Tj��// -� j { 5625' I GI / ! 1125• I CONCRETEANCHORSJ 4 SECTION ® ANCHOR CONCRETE ANCHORS' / --r250• (SEE SCHEDULE) / 0 Cont. OPRON/2 0 (SEED SCHEDULE) \ 1 giant / SECTION 3A ��) WALL MOUNTING INSTALLATION I ?.�corm SECTION 9 ANCHOR SECTION 2 SCALE. 1/2- 1• I 1/4' 4'BOLTS IY J7/B'x% I // / / ' // /// /////,/J2 )nn �ur® /E. 7/8•x J�.T2- • POURED-/ / 12'D.C. SS'� - WING NUT CONCRETE /1 0 EA.STUD. 0 I" OR CONCRETE / • i • POURED CONCRETE OR I, / /�// / // BLOCK WALL,ED, CONCRETE BLOCK WALL I o REQUIRED .7/„. REQUIRED / CONCRETE /POUREDJ1 E D. a EDGE DISTANCE ___ fi—566• 0 k„i% ED..OR CONCRETE : 7/B•x J/J2- W 2 I C� I �, BLOCK WALL WING NUT 0 (SEE SCHEDULE ON fl Cont. r f CONE EVERY STUD W SHEETS 9 6. 10 S 17) CONCRETE ANCHORS Lp, REQUIRED E 12.O.C. U (SEE SCHEDULE) ICJ(OPEN POSITION+) IIS.. i N / , �IIili SECTION ® STUD _ TYP. TOP/BOTTOM 1,0 I.r29• I BU1LDII ZINSTALLATION WALL MOUNTING INSTALLATION - 0 ,T •, NPIE:SNAP CAP i TO SECT/ON 4 ��a NOTE FOR COMBINATION OF SECTIONS: AIII`r`tH E{ .3 HURRICANE CONDITIONSN CLOSED ATN SCALE: 1/2•m ;- ' 0 Cont: ,%1 '� L «•. SECTION®STUD WALL MOUNTING SECTIONS CAN BE v0� ��"-•'v�C{r.�, 1 WALL MOUNTING INSTALLATION COMBINED Ln ANY WAY 70 SUIT ANY INSTALLATION. ��� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) PV0.X4167 02017 nLTECO.INC. 0.050" BERTHA ALUMINUM STORM PANEL cc sc4r;1/2•= 1- SECTION 1 (2.00" DEEP) DRAWN MT NOlF;DETAIL Of SECTION 0 STUD VALID A1S0 FOR' �' - .T>:'F�- . .Q y 07/76/17 WALL MOUNTING 1NSTALIATIONSECTION 2(TOP) • �t / I L E C O INC. \ EASTERN METAL SUPPLY, INC DATE: t. 4�'•., I 1I.•."* .,A 4268 KEST ROADS DRIVE _ „i /`J `( 1,1 TUX TESTING&ENGINEERING COMPANY INST PAW BF.lCHL FL J5407 17_097 .. J o�n t�\ 50,5 NM.MA.64 51e.MS.VaoN. GMOPa.it 5,156 PHONE'(551)208-826J.FAX:(561)841-1716 /.A P6ua:(_W)D)1-15]0.Tar:L]03)Sit-15,1 �. C. WI.w DESS74•1 yn DRAWING Ne F9-OOe6T19 • .••re vIALTER A.TWT Jr..RE. an 19-0.1.1 01/'6/11 a SHEET 4 OF 17 FLORIDA-Lie.44167 • • V117; r 3/J2• SOLID SET OR ELCO mala PANELA7E OR 5.G.TAPCONS W/IIG N O EVERY 0. C CONCRETE ANCHORS E D. 0 O7 OR® IY/1/9 G-10 SIDEWALK BOLT GR 0 O/2'p. C. (SEE SCHEDULE) CONCRETE ANCHORS • J AT PANELALME5 ORGW/OW/1/4.0-20 TRUSSHEAD BOLT++ ~ _\ ©Cont. !•Min. CONCRETE ANCHORS —E p, (SEE SCHEDULE) 6 D.� ® \ OR S.C. TAPCONS ..___ -t•! '..' (SEE SCHEDULE)\ w L. r I V \ 7r \ (SEE SCHEDULE FOR SPACING) \sz �' T 1 POURED CONCRETE I 11 POURED CONCRETE I \ REOUWEO 1'�?I i'�T' • C I REQUIRED —E0.•�•1£0. r �{� ro....\I� CONCRETE POURED I" \\ \\\\\�`\~\`' \ \\) \\\ Tp �••� CPOURED , ONCRETE G REQUIRED I� OR CONCRETE ' 'ALTERNATE BLOCK WALL I" \\ LEG LocANON •,,T7_ REQUIRED — l I ®Cool. O Cont. r \\\ 0 O ry N 1/4"0-20 x 33/4• h ^, BOLTS I�7/8 i 4: G x 3/32 MGN 1 Al O 12.O.0 y I CONCRETE ANCHORS OPTION f( 0 —� w (SEE SCHEDULE) • •SECTION 5A I : 1 W W �—_ '� g cont. w ; 1 i :2. i v • i \ T 7 I 7"AKA SEPARATION ' .�t'lAo.SEPARATION I. 70 GLASS �7'MITI.SEPARATION I PING MIT 0 0 TO GLASS I W W POURED i i i TO GLASS R£a U/REp\ 7/8•x J/J2' /4 0-2p r ' o \\\\\��\N\-,\ EVERY STUD // 1 3 Y 4"55 DOLTS � //�/// / /// Q mr2•o.c w/7/e"x J/3r JJJ/ I 0 Cont I I DWG NUT O r I POURED _ I 12"O.C. CONCRETE 0 . T5 I ' '° �• — L OR CONCRETE 6 t.125• I ' .1 7O ` i BLOCK WALL I•i I �,(T/ —�-Ir� ,Cont.1REQUIRED I a //////////////✓IV//V//l// //7//////7///r(V//////// L/_ . OPTION#2 — 1=1'- l -1"-L I / i POURED CONCRETE I I / REQUI CONCRETE SECTION 5A REQUIRED CONCRETE ANCHORS -,E D.-7A CONCRETE ANCHORS... SOLID SET OR ELCO male PANEUTATE OR S.G. TAPCONS (SEE SCHEDULE) ../.......L."1--E / (SEE SCHEDULE) _E p O©Oft® W/1/4-0-20 SIDEWALK BOLT OR O • j0 OR I©IY/1J IY/I/4 G-20 TRUSSHEAD DOLT++ CEILING & FLOOR MOUNTING (SEE SCHEDULE FOR SPACING) CEILING & FLOOR MOUNTING DIRECT WALL MOUNTING INSTALLATION (D. M.) I.Alin.SEPARIFON1--O INSTALLATION — SECTION 6 INSTALLATION — SECTION 7 — SECTION 8 SCALE: 1/2 A. ,- TO GLASS 7/B•x J/72• SCALE: 1/2'. 1• WING NUT O SCALE:1/r-1• 0 EVERY STUD O 12.0.C. Cont. Ili-, I LrssII ,, I I1i�_ 1� / / / / /f'/ / ILII+ T/r l POURED CONCRETE I' I•� E.D. EDGE DISTANCE 1111 `,. ••• /��/ REQUIRED I I / (SEE SCHEDULE ON AAf Qt r p 9 CONCRETE ANCHORS E D. SHEETS 9&TO& 71) `,1 v,,'\��ENSE�'•. = (SEF SCHEDULE) - '% NO41:::. . • FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 02017 TILlEC0•INC 0.050" BERTHA ALUMINUM STORM PANEL 1.c. BUILD—OUT • NOTE FOR COMBINATION OF SECTIONS': * • * (2.00" DEEP) O.RANN en BUILD—OUT & FLOOR MOUNTING IYALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE T••.- s A 07/26/I7 COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. )• •/p`,/„/ �1�� EASTERN METAL SUPPLY, INC INSTALLATION — SECT/ON'S K�/ /171--E C O iNc. a � 14266 WEST ROADS DRr_ t(S�/ON� vl,l1nWT TESTING Q ENGINEEAINO OONPANY NEST PALO BCGr3L 233407 SCALE:1/2•- I - MS Mel.J6N.St-Ste.]e!•6r o WID04 M1 WIGS PHOND(361)209-8261 FAX:(161)617-7776 17-097 FLw:(005)011-1900.Su:(093)G]I-IWI Dan DRAW=No ............ ED-0006719 WALTER A.TILLIT Jr..P.E. n0 13.01! I ] m1 a FLORIDA Lk.44167 a . SHEET 5 Or 17 • • • • CONCRETE ANCHORS \ E. D. SOLID SET OR ELCO male PANELMATE OR S.G. TAPCONS (SEE SCHEDULE) \ 0 12 OR® W/1/40-20 SIDEWALK BOLT OR Al, POURED 7/80 x 3/32" CONCRETE ®OR 1®W/ 13 w/1/4-0-20 TRUSSNEAD BOLT + + WING NUTS B 12.O.C. REQUIRED E0. i I _E0. (SEE SCHEDULE FOR SPACING) \ AT PANELMATES OR S.G. TAPCONS \\\\\ \ \\,.\\N . N\ \\\\ fI( ; k fr -_�� N� Lvv \\' Q Cont. O \ W 0 NPOURED \ CONCRETE \ W E. D. = EDGE DISTANCE REQUIRED ^ N SCHEDULE\\ •\\\\\\\I SHEETS 9 & 10 & 11) I W U En I J I 4i L 1"lin. SEPARATION v NOTE FOR COMBINATION OF SECTIONS 1"Min. SEPARATION W II TO GLASS W WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE 0 I I. TO GLASS COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. I I , • I i W I CD J CD + + CD SIDE WALK BOLTS ARE 3/4 0x3/32'THICK � W E HEAD MACHINE SCREW W/LENGTH AS PER NOTES A.2 & 6.2 SHEET 7/8"0 x 3/32" O y ( 1) • C] WING NUT 0 STUD a TRUSS HEAD BOLTS ARE 1 20x1/87HICK 4 ® 72"O. C. ° HEAD MACHINE SCREW W/£NGTN 7/8"0 x 3/32" AS PER NOTES A.2 & B.2 (SHEET 1) WING NUT Ig--\ k • EVERY STUD gc 9 12"0. C. ; //// ////// G� I:�•- ` ALTERNATE LEG Ii I h a POURED / p LOCATION I N CONCRETE 1'-1 III OR CONCRETE {,y BLOCK WALL j //4/1/// /// / / //// /K; //�/ ' REQUIRED l � o x I � POURED I I 1^—. w I I CONCRETE i i • // _� , _ _ + L REQUIRED EDGE OF SLAB CONCRETE ANCHORS I CONCRETE ANCHORS--/�H APPLICABLE (SEE(SEE SCHEDULE) / (SEE SCHEDULE) . E.D. • / 10 CEILING & FLOOR+%MOUNTING INSTALLATION j Cont. .�- S�E�}a� TeAt it-01 � • N F ••.• - FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) • WALL MOUNTING INSTALLATION t' No.44167 02017 norco INC 0.050" BERTHA ALUMINUM STORM PANEL * (2.00" DEEP) DRAWN on — SECTION 9 07/26/I? / \ EASTERN METAL SUPPLY, INC DATE IL ECOINC.L`F\� 4268 Hl B ROADS DRIVE - Odr n \-�: A%! TIWT TESTING&ENGINEERING COMPANY W35r PAW BEACH:n-33407 SCALE: 1/2"= 1' ,�! "/•.:•'•�, 1( 531.3 N.M.5lu.ss.s.]G5•eacxw ONsars,n 5mu PNOAS:(36I)TOD-8264 MO(561)811-7716 77-097 SR ...AL'�C�III(5 P.A.:(t'"'EB 0006x7119(aa5)9n-15,51 ®,n, 0.n oc:mma 0551 DR1H711G No WALTER A.SLUT Jr..P.E. 'an IS.Ud mgnin m r.,•r„/1111 FLORIDA lie.44167 5 . SHEET 6 OF 17 varigimard lJQSNNO I 7%4"9./!N Fri / BRICK VETIVER // EXISTING - _ - PFNE7ITATION 7DI , MAX / J 1/4'MfN, J 1/2' i BRICK VEENER CONCRETE BLOCK - PENETRATION TO MAX Al Y TO CONCRETE CONCRETE BLOCK a / &2'TO CONCRETE • / / / a aI a // , � _ _, A_ ©LenL a _ - = acIA , 4 a04. /// a . , hN / i:§111rAN P. POURED CONCRETE \ br8'EZmale EXJEXISTING'` L1/4PANELMATE WAS ANCHORS OR 1/4'o STEEL ANGLE LINTEL 1/fi0re'IWO mole LEXISTING OR CONCRETE BLOCK-1 , TAPCONS OR 1/4'o ELCO MALE AS APPLICABLE POURED CONCRETE �\ L PANELMATE NAS ANCHORS OR 1/4-o STEEL ANGLE LINTEL 4 t9' WALL REQUIRED I 1 pA1$LMATE5(SEE SCHEDULE FOR SPACING). OR CONCRETE BLOCK �` ( ) -�^ WALL REQUIRED ^`1 I TAPCONS OR 1/4'0 ELCO MALE AS APPLICABLE' I 4 /� --I1 I I PANELMATES(SEE SCHEDULE FOR SPACING), 1 V --- 1 p may• ., II -1 OPTION It SECTION 1 1A OPTION p' ter- SECTION 11A I v 1'Alin.SEPARATION a . 1 TO GLASS i 92 EXISTING BRICK SILL I/9'0-20 r 3/9' 2 1 Ij .5.9.BOLTS WIW/NG 7/NU8 o 4 12"O.C. 'ti` C 0. EDGE DISTANCE /// (SEE SCHEDULE ON 1 1/4"MIN. / p` SHEETS 9& ID&.I I) PENETRATION TO EISTING ++ CONCRETE BLOCK /"' PLASHING AS --(1 SIDE WALK BOLTS RE J/4 0xSt/HJ2"TH1CK HEAD MACHINE&2'TO CONCRETE l APPLICABLE ' NOTE FOR COMBINATION OF SECTIONS a PER NOTES A2�&8.2(SHEET I) . WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE TRUSS HEAD BOLTS ARE 1/20oI/87HICK • • COMBINED IN ANY WAY 70 SUIT ANY INSTALLATION "FAD MACHINE SCREW I4 LENGTH r L _ _ ; �_ AS PER NOTES 42&B,2(SHEET 1) " / 54 l '� 2 / 'IA x. 1 Jnl?'� COOL • IT.0///070.1.w...1..... i ` LN0 e ° ,r,,hr.. 11.711 L :_ • VEENER 44r �T_ ............ ,CI •••n .V L POURED CONCRETE 1/fibro'ELCO mole a�` •w��JF '... FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) OR CONCRETE BLOCK PANELMATE WAS ANCHORS OR i/4'o i 4 WALL REQUIRED No. .1.14 67 ? TAPCONS OR 1/4'0 ELCO MALE > D Itl '4'1 i V I 'c2Dn 0CTEm INC. 0.050" BERTHA ALUMINUM STORM PANEL Le, PANELMATES(SEE SCHEDULE FOR SPACING). n ; % ; (2.00" DEEP) DRAWN BY 'O p=`• • EASTERN METAL SUPPLY, INC 07/26/1' BUILD OUT INSTALLATION RME _ , / IL E C 13INc. \ n4Tc [` y��j , STEB M BEACH, LCH F. SECTION 1 1 ,�`/, y ��IA, TIW7 TESTING&ENGINEERING COMPANY HEST PAW BO CH 2 33407 _ /� \� �1t av!x.w,-su.St..ste.:a0.Y.rrraH rrFOv�s,0.31ta PHONE:(56/)209-928J,FAX(561)611-17Ifi 17-097 S/VNp�p1 \ I Plm•I(.31M1-ISID.r (:43}1)1-13]1 SCALE:3/r a J' NAL Ee-0006719 mxaNn+ C. 13090 vert DRAWING no -�• WELTER A.T1LLIi Jr.,FE. am I5-DI.1 0/94/11 WI. . FLORIDA Liu 44167 r SHEET 6A OF 17 . . -- -- - - - `,.'`-.. ''...... ALVACENT INTERIORLY ADJACENT '..' .- PANEL—.-s REMOVABLE PANEL CONCRETE ANCHORS .., >(\ r6:0a EENEI7IAnrACr°1Aos lag;0'14,7i,on'OR" STORM PANEL 1/4"Afox. CAP AT 6'ac. ._......1 1/4"Max. CAP ..--1. .-L- HEADER.' 1 ,n _12 ti 111 ( I_ • NZ •11.1,11.1e.144.1.1.==.1: Na i •4I t, d :\ i .)\ 1 -------1 ^! \.4•71") CONCRETE REQUIRED 7 tki in OR ANY OTHER ,"TOP TRACK 41 '\I n0...oRi.p.TRAco,Th. ‘ C.M. SECTION B-B • \-....,,, .‘ .‘„, , 1 11 SCALE: 1 1/2'= 1' 1/4"-20x1"S.S. I SIDEWALK BOLTS. i 1 1 1 REQUIREDir it%7,/e X.3/32' I WING NUTS AT 1 0 I I i 0 • OVERIAP • Es I ADJACENT ÷EW8AL(KBOIT) 1 2A,1 28 8 (BOTT) .=1111 -. _I_-__-.=---- =A • (1) Ve-20xI•S.S. —(1) IIl! gZi BOLTS. 1/4'-213x1.S.S.__),.......--- cl PANEL IV/7/13"X 3/32' INTERIORLY i 1111 1 SIDEWALK BOLTS. a WING NUTS AT REMOVABLE 2 I 7/8"x 3/32' OVERLAP- S70121.1 PANEL 0 ZAECLENr Q. "jr MA SEPARATION!: RIUT 0 ti 111 11-mt scIrsrn" 1 WING NUTS Ar ro cm= 1 EVERY STUD ; II I >i i' OVERLAP 01 1 Ili Iil 111 1 i1 ' I I / NG N , 1 4, 1 I .1 el , Iu , mi [Hoar, i 6 LI OR COIVCRETE-/ BLOCK 1VALL REQUIRED 0 Lki '.,-', 7/8"x 3/32- 1 i ..,..1788G NUT t I EVERY STUD \\ \\ I 0 Tr 0. C. • IP N 1 , ''-- Or Ifio9' \ --,- 'IV \ ,/4"0 ELCO PANELVATES ..,1 I 8 (BOTT) 8 i , I,1 2A,1 28 8 (80TT) SOLID SET OR S.G TAPCONS--../2/ I: 1 OR PANELMATES ANCHORS 0 6"O.C.AT ADJACENT PANELS '/ -",.. . 1 Wy)...STUD\, 0 2, 0. C\ R Ul ED I , OR S.C. TAPCONS W/2'ANN. PENETRATION AT MID WIDTH OF PLATE 0 6"O.C. B ADJACENT PANELS WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION SCALE: 1/2'= 1" SCALE: - I- SECTION 124 SECTION 128 yr INTERIORLY REMOVABLE STORM PANEL INTERIORLY REMOVABLE STORM PANEL SECTIONS PARTIAL ELEVATION MAX. A.S.D DESIGN PRESSURE RATiNG = +50.0, -50.0 p.s.f. 7., • . . . " SCALE: 1 1/2"= 1" . . _ ... ow.i id I.s A. $A.,...'.. ,<,''...):‘,,,Z"z1, FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) I No 44101 D . 02077 OWD.WC. 0.050" BERTHA ALUMINUM STORM PANEL ca 7 Z Illbi 4. (2.00" DEEP) DRAWN BY: •,z. _ ---_ :.. • /-hTri—zE \ EASTERN METAL SUPPLY, INC 07/76/I7 1 ' .• .- CLAM :Ct ; ".... 2./14 i••••, ..•,. .S, INC. MB IVF-ST ROADS ORNE- t......< (.5 i vo,pt....,:(z... 3' TILLIT TESTING&ENGINEERING COMPANY 1YEST PALM BEACH.FL.33407 --,.I Oft;''''''''' ''' 313 ens r,..,...i.A.A.g2.Mn=1,6331611 ..,.2 PHONE:($60269-026.o PAW(.561.7..,..847-1716 .. Di RA7-37,0,09 IN • -'•VN AL " 10'e ER-0008714 VALTER A.TRW Jr., SHE P.E. t OLO 19-0.0 07/Ifill 1 ET 7 OF 17 FLORIDA Cc.44167 • -_ POURED CONCRETE OR CONCRETE BLOCK \- 1/4'0^20 S. S. MACHINE WALL REOURE9 \ BOLT 170 NUT&WASHER \ 0 12"O. C. 2.500"Min. CONCRETE ANCHORS \ 0 7/B'x 3/32" CONCRETE ANCHORS MN. \ cs PANG NUT 0 i� POURED CONCRETE O 12"D.C. `�1. (SEE SCHEDULE)�y--\...]— �\,� o t 6 Cant 1" (7/"EVERY STUD OR CONCRETE BLOCY. ,t Min, L___-__ :� - 0 12"O. G CUT PANEL WALL REQUIRED \ 11 CONCRETE ANCHORS t ' POURED E.D. \ 01 O 12"tl.C CONCRETE ��, Cont. 2'x 2'x.055"TO ALTERNATE LEG LOCATION REQUIRED \ O .."::',.-E-1 2"r 5"x.055'Cant. Atom.ANGLE OR \\\ \\\\\\\\ r^t -r '� ,060"3105-M R SHEET \ 31 x 4'x.125" METAL Akan.BENT PLATE w3105-1114 OR 6063-76 ALLOY R z Cont.Alum.ANGLE I 1'UM.SEPARATION i . 4 TO GLASS a CASE A (Plan) CASE C (Plan) SCALE.' I/4"= 1" SCALE' 1/4"er 1" 2'x 3'x.093'3105 11-14 OR 6063-T6 AIM.WITH ANCHORSY0 Cont.72'0u C.ANGLE k 0 ��53_7 1.000" 7/6"x 3132` _ 2 HALF PANEL : MAXIMUM A.S.D. DESIGN PRESSURE RATING rp f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE PQR INSTALLATIONS IN CONCRETE AND CONCRETE BLOCK STRUCTURES IWO./ LIAaWL...WHO S BACPG/O5 t a.J I/2'4.• AFWN'431£TO &WSW 140400 AJ R OS SWAG NM£D.-J I/Y•• - APPJE46LL TO AIM 0L9C7 .- SWIMS/A MUwaM FM= ASO=CI _ PRISStsr REGIY,t•WOWS 5911D Zr SOINGYl4 PAVOM.l09 F''''''''r''''SAW CON9NRA4 UMW 1'(N) I1iaoR£ RIGa4W MPLOIG 97.0 Zr 10201:0N mamma 10810701081070 ass AWMI'0511101.41704 MGM 1'(2 RMILC(P✓.) ro comwri ro Y 7-y mows ro macaw ro LIGOSRETE ro 0.450541`TO CO'CRRE TO 5450404r !0 00.8070 TO IMS01M K TNM £47640 r.”2 ro CWTRIIT TO YISdRI 10 CON2M E la ulsOtor ro 000170 TO 414504R? TO CONCRETE ro 540305? To comma ro IIISVARr DT 71811 12' N/A 72' N/A 72' N/A 12' N/A 12' N/A I(70P) 12' N/A 12' N/A 12' N/A 12' 11/A 12' N/A I(TOP) 12' Il' 12' 12' 12' 12' 12' 12' 72' 12' I(BOTTOM) 12' r I2' 12' 12' 12' 12' 12' 12' 72' I(BOTTOM) 72' N/A 12' N/A 12' N/A - 12' II/A 12- N/A 2(TOP) 72' N/A 12' N/A 72" N/A IF N/A 12' N/A 2(RTP) 9' 9- 9' .9' B' 9' r 9- 9' 9' 2(BOTTOM) 9' 9- 9' 9' 9- 9' r 9' ,9' 9' 2(B0r70N) 9' N/A 9- N/A 9" N/A 9' fJ/A 9- N/A 34(TOP) 9' N/A 9' N/A 9- N/A 9' N/A 9• N/A 34(ToP) 9' 9' 9' 9' 9' 9- 9' 9' 9' r 3(0077044) r r 9' 9' r 9- 9- 9' 9' 9' .1(BON0N) I2" I7' 12' 12' 72' 72' 12' 12' 12' 12' 4(TOP) 12' 7" 12' 12' 12' 12' 12' 12' 12' 12' 4(IOP) 12' 11' 72' 12' 72' 12' 12' 12' 12' 12' 4(BOTTOM) 12' 7' 12' 12' T2" 12' 12' 12' 12' 12' 4(BOTTOM) 9' N/A 9' N/A 9' N/A 9' N/A 9' N/A 54(TOP) 9• N/A 9' N/A r N/A 9' N/A 9' N/A 54(TOP) 12' N/A 12' N/A 12' N/A _ 72' N/A WA N/A 5(BOTTOM) 9- N/A 11' N/A 12' N/A 12' N/A N/A N/A .5(BOTTOM) 72' N/A f2' N/A f2' N/A 72' N/A N/A WA 6(70P) 9- N/A II I/2' N/A /2' N/A 12' N/A N/A N/A 6(TOP) 440.0.-40.0 12' N/A 12' N/A 12' N/A 12' N/A N/A N/A 6(BOTTOM) 6'-0" 040.0,-40.0 9' N/A 17' N/A 12' N/A 12' N/A N/A N/A 5(BOTTOM) >B'-0' UP TO LESS 12' N/A - 12' N/A 12' N/A ,. 12 IIIA 71/A WA 7(TOP) LESS LESS 9' IIIA 11' N/A 12' N/A 12' N/A N/A N/A 7(TOP) IJ=O'• 12' N/A 12' N/A 12' N/A 12' N/A N/A N/A 7(0077011) 9' N/A II' N/A 12' N/A 12' N/A WA N/A ,, 7(BOTTOM) N/A N/A 12' 12' 12' 72' _ 12' 12' 12' 72' B(TOP) N/A N/A 12'• 72" 12" 12"• 12" 12" 12" 12'• 8(TOP? N/A 11/A 12' 12' 12' IF 12' 12' 12' 12' 8(BOTTOM) N/A N/A 12" 12'• 12'• 12" 12" 12" 12" 72'• 8 BOrrOM)' - N/A N/A 12' 12' IY 12' 12' 72' 12' 12' 9(TOP) N/A N/A 12" 12'• 12'• I2'• 12'• 72'• 12'• 12" 9 MP)* 72' 11' 12' 1r 12' 72' 12' . 12' 12' 72' 9(BOTTOM) 12" 7'. 12' 12' 12' 12' 12' 12' 12' 12' 9(BOTTOM) 12' N/A •12' WA 12' N/A 12' 14/A N/A N/A 10(TOP) 9' N/A II 1/2" N/A 12' N/A 12' WA N/A N/A 70(TOP) 6' N/A 6' N/A 6' N/A 6' N/A N/A N/A 10(BOTTOM) 6' N/A 6' N/A 6' N/A 6' N/A / N/A' N/A 10(0077017) 9' N/A 9' N/A 9- N/A 9' N/A 9• WA 114(TOP) 9- N/A 9' 11/4 9' N/A 9' N/A 9' N/A 114(TOP) 9' 9' 9- 9' 9' 9' 9' 9' 9' 9' 11(BOTTOM) r 9' 9' 9- 9' 9' 9' 9' 9' 8' II(BOLTON) 6- N/A 6' N/A 6' N/A 6' N/A 6' N/A IJ(TOP) 6' N/A 6' WA 6' N/A 6' Tl/A 6' N/A fJ(TOP) 6' N/A 6' N/A 6' N/A _ 6' N/A N/A N/A 13 BOTTOM) 6' N/A 6' N/A 6' N/A 6' N/A 6' N/A IJ(BORON) - • USE 6'OC FOR PANEL LENGTHS LARGER THAN 10'-0'AND 175E 12'OC AS SHOWN ON SCHEDULE FOR PANELS LENGTHS EDUAL OR SHORTER THAN 70'-0 REDANCHORS LEGEND•.RSNUNANHOORRSSPPCCJNSBYARMfUL/DNSAIN2SHKDIOSNTACE0FORRF fBDMEFOLLWNJ'ACT0.R£ (NOTE N(0..E D.FOR SOUDSET ANCHORS IS 3') • 4lf, FOR THIS OPERATION TO BE P0551&E,REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE ANCHOR TYPE I ANCHOR LESS THAN MINIMUM SPACING INDIO1700 FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. SPACING . FACTOR ZIPCON(REGULAR OR SO.)PANDA/ATE OR PAELMATE 11105 I J. - E.D. c EDGE DISTANCE ACTUAL E.D. TAPCON(REG(JLAR) S0.TAPCON,PANELMATE OR PANELU4IE MAS SOLID SET ' SOLID SET I 3' - _ _. _ J' ' - .86 .75 . - 2 1/2' - •.71 .50 11j1()�FP/lisA,.+` . .. �� �NCLIVSF '•.� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) . 2 No.44167 1 `. -02077 270TECD,INC. 0.050" BERTHA ALUMINUM STORM PANEL Lc *?C�. (2.00" DEEP) 009169 Br.• •o°• ��Tyygj� .27:t.:7:-.) EASTERN METAL SUPPLY, INC 07 22�I7 � 4'14 ` 11"r="'"C: ,�y11 Jy���.,'J//.y''/,` LL.. • 4268 HAST ROADS _'kL°A 114.A[0>:. 1 11 TILIJT TESTING 5.ENGINEERING COMPANY NEST PALM BEACH,,FL 33407 T(���Y//�•_•..V((ELLE III 444"'--- 11 bus taw.]6n.SL 05.005.YACSt=DM.n.331111 PITOND(560209-8263.fAL'e(560641-1716 17-097 - I1IDNAL° ' Phan:(7l5)IEE-7700.Fu 1(`05)679-7431 my 33 �� �a am MAW=No V EB-0006719 oatt ?WALTER A TIMOR Jr..P.E. O0 75-GS 00/;/77 m •...•• ROIOGA Ws.44157 a . SHEET 9 OF 17 • MAXIMUM A.S.D. ASSIGN PRESSURE RATING ( ,s,L) AND CORRESPONDING MAXIMUM ANCHOR .. h .C.0 / / '0t (L.J': ;_Y0L h 0 i .Y :L0 0 .l_ M 0. . .YC IU(. .. .11guOV My05M 45 511.6(0al L A-J I/2-oAPOLICaL 70 ETSLOWS//f M.WYIN PA. ASA l W�/W(MOORS S AC1C(OPE 0.e J jr. NHMASTE To Q PAV2 FRESSI7( SJ PRAM 048076 5540 SET SG7411.1....010511.1....010511.1....010506.70070 WAS AW(11V.413311. LOCM i"(5) FRFSLN !3 C 45700 PAWNS 5045 ST SOUPCON PAVpWIES P45flYAR WAS ro conb37r ro 705.0.4( TocoSCsLnr 70 rum." TO C0.'TJ070 ro(0000cr 10 400000,0 ro LmsovAr no 5.007370 ro 11536'777' Or 7HDI • AAIP.c(r." ro 006.0770 r0 m.o.,. ro 08507[70 Pau5.0I:RY is 445.000 I°WASLPAY 70 COIo37r 70 145.05,( 10 COW.. 70 UOfLWPr (1'C' v i'11.1 12' N/A 12' N/A 12' 1J/A 12' N/A N/A N/A 1(TOP) II' N/A 11' N/A II" N/A 11' N/A Il- J!/A I(IOP) 12' 7' 12' 72' 12' I2' 12' 72' 12- 72 1(BOTT0.4) 11' 4' ir' 75' Il• II• II' 7' 1r 7• 1(BOTTOM) 12' TWA 12' N/A 12' N/A 12' N/A 12' !!/A 2(TOP) 11' N/A II" N/A II' WA 11' N/A 11' N/A 2(TOP) 9" 7' 9" 9- 9- B- 9- 9' 9- 9' 2(BOTTOM)- e- 4' e' 9• 9' 9' 9' r 9• 7' 2(0077011) 9' N/A 9" N/A r N/A 9• N/A 9' N/A 34(MP) 9' N/A 9' N/A 9- N/A 9' N/A 9- N/A JA(TOP) 9' 7' 9• 9' 9' 9• 9' 9' 9' 9' 3(BOTTOM) 8' 4' 9" 9' 9- 9" 9' 7' 9' 7' .3(50174)- (2' r 1r 12- 12" 12- 12' 12' 12' 12' 4(70P) Ir 4' 1I' Ir !r 11' II' 7'• (7' 7' 4(TOP) fa- 7• or 12' 12' 12' 12' 12' 12' 12' 4(BOTTOM) 11' 1• Ir 11• 1r Ir Ir 7- 1r 7• 4(80170) 9' N/A 9" N/A 9' N/A 9•' N/A 9' N/A 2.4(TOP) 9' N/A 9' N/A 9' WA 9' TVA 9' N/A 51(TOP) IO- WA 12' N/A 12' N/A 72' N/A N/A N/A - 5(807704) 5- 8' 7' N/A 9• N/A B' N/A TVA N/A 5(BOTTOM) 10' N/A 12' N/A 12' N/A 12' N/A N/A N/A 6(TOP) 9' N/A 10' N/A 12' N/A 11' N/A N/A ((IA 6(TSP) +40.0,-40.0 10' N/A 12' N/A 12' N/A 12' N/A IVA N/A 6(BOTTOM) 8'-0' 460.0-60.0 B' N/A 7' N/A 9' N/A 8" N/A N/A N/A 6(801711) 9'-0' UP TO OR UP TO +60.0.-60.0 70" OVA 72' N/A 12' N/A 12' N/A N/4 N/A 7(TOP) LESS +60.0.-950 5' N/A 7• N/A 9- WA B• N/A N/A N/A 7(TOP) LEOR SS 10' N/A I2- N/A 72' 1J/A 12' N/A N/A N/A 7(897700) 5" N/A 7' N/A 9' N/A e' N/A N/A N/A 7(BOTTOM) N/A N/A 12' 12- 12" 12' 12' IV 12' 12' B(TOP) N/A WA 12' 12' 12' 12' 12' 6' 12' 6- 8(TOP) N/A N/A 12' IV 12' 72 12" 12' 12' 1Y 6(807700) N/A N/A 12' Ir IV 12' 72' 6' 12- 6' 8(80774) _, IJ/A N/A 12' 12' 12' lY 12' 72' 12' 12' 9(TOP) WA N/A 12' 12' 72' 12' 72' 6- 12' 6' 9(TOP) 12- 7' 12' 12- 12' 12' I2 72' (V 12' 9(8077070) 1r e 1 r !r I r' I r I r r 77' _ 7' 9(BOnOu) IO" N/A 12' N/A 12' WA 12' N/A IJ/A N/A !0(TOP) 9' N/A 10' N/A 12' N/A 11' N/A N/A N/A 10(TOP) - 6' N/A 6' WA 6' N/A 6' N/A. N/A N/A 70(60770) 6- N/A 6- N/A 6- N/A 6' N/A N/A. N/A 10(607770) 9" 7" N/A N/A N/A WA 9' 7' 9- 7' 11A(TOP) 8' 4' N/A N/A N/A N/A 9' 7' 9' 7" PIA(TOP) 9' 7' N/A N/A N/A N/A 9' 7' 9- 7' 17(60770.11) 1r 4' 'VA N/A N/A WA 9' 7' 9' 7' 11(8077070)- 6' N/A 6' N/A' 6' N/A 6' N/A N/A N/A 1.1(TOP) 6' N/A 6' N/A 6' WA 6' N/A 6' N/A 6" N/A N/A N/A IJ(BOTTOM) 6' A - / 6' 11/A - 6' N/A N/A WA IJ(TOS) / 12 N/A 6' N/A 6' N/A WA WA 13(BOTTOM) • ANCHORS LEc((Q • .MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2'EDGE DISTANCE.FOR E.D.LESS 714011 3 1/21. Min. REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY 170£FOLLOWING FACTORS A7`UI�TYPE ANCHOR (NOTE Min ED.FOR SOUDSET ANCHORS IS 3) SPACING FOR 115 OPERATION TO BE POSSIBLE.REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE TAPCON(REGULAR OR 50)PANELMATE OR PAMELIATE TYAS I 3' LESS THAN LIBITUM SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. 1 FACTOR SOLID SET 3- ALTIA4L 0 D. TAPCOIL(REGULAR) SG TAPCO,,PANELMATE OR PAIJELLAT<WAS SOLID SET 3' - ,86 ,75 2 1/2' - .71 .50 ,,i''0,0 A. Tlr'„'' 2" - .50 - X11 �� /7 I 1/2' .35 - ``.,% .. 1`-1CJE1.14fse-..J�)= FLORIDA BUILDING CODE (Non High Velodiy Hurricane Zone) ,: 020177F.TECD,IHC. 0.050" BERTHA ALUMINUM STORM PANEL LC 700,44167 (2.00" DEEP) DRAM/BY: • o . cr ' EASTERN METAL SUPPLY, INC o7DATEE.17 ,A , ;:-'r<Of IL ECO��C. /� •`Q 4268 WEST 60405 050 may.•• �)n c,..-/-44,Q,,,' •, y I1 TIW7 TESTING&ENGINEERING COMPANY WEST PAUJ BEACH,FL 33407 ME Q !(i1'•V/1�•, (,\�,�,l 615]5.14 961.1.Si.51,.Na,100504 wmOrs,n 70lµ PHONE•(561)209-0263,FAX,•(561)841-1716 17-097 - _'jIV V` P^O"O I L IB700-0006719 e)7-ISJt __ /�nr c`` _ 0700.0.0E Na . �vfl(ftL 4`V WALTER A.3/11 Jr..P1. Pm n-u! /01.0/70 p cm FLORIDA Lit.44167 P 5 SHEET 10 OF 77 • MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.E) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR INSTALLATIONS JN CONCRETE AND CONCRETE BLOCK STRUCTURES WXRNL IW:1IIN11 A'XL$SS 904009(010 0.•J I/7'•• APPI.CI•LE TO LA9V1 C7 144.CWL NCA4SS SPAOAC IVR C a..1 I/2"•• .. APPLCANE 10 Ala anal — SA OCSIGN PF65VRE 770NAR WOWS SOLO S77 SOPA-ow PAS7LAT75 SWOLWIE NAS S(C004S/6' MAALW P.V21 007550 RE Mow 14(5703 SOlU TOT S6 WCON I:INCR 405 FANFIAe4lE RAS WRW(../J AM'C99swmv ILI.CIN 2"(fAJ FAIAW Not) NO OO]WI s i(2) lO coscaor TC WSaYPI' r0.C65GRE 70 soca tr 70=cam. TO Ml5Nb7Y,TO EMCalr TO M150Y.9Y 10 coAsoaE 70 A45Il4Rf OA RRL TO=Cali TO W50VN RI[Awl= 75 A44SGN9r' r0 CavCREM IO WSa59'-CCNCFPE TO NASO A 7 10 7LKAM 1O isacro I (f PfOl IF N/A 12' WA 12' N/A IT' N/A 12' N/A I(TOP) 8 7/2' N/A 9' N/A F N/A B" N/A 9" If/A ` I(TOP) 12' 4 7/2 72' 12' 12' 12" 12' B 1/2' 12' a 1/2' I(807109) 9' 7' 9' 9" 9" 9" 9' 7' 8' 7' 1(BORON) 72' N/A 12' N/A 12' N/A 12' N/A 12' N/A 1(70P) 8' N/A 9• N/A 9" N/A 9- N/A 9• N/A 2(TOP) 9' 4 I/2" 0' 9' 9" 9' 9' 8 1/2' 9" B I/1' 2(6077011) 9' 4' 9• 9' 9' 9' 9' 7' 9' 0' 2(807708) 9" N/A '9' ll/A 9' N/A 9" N/A 9' N/A 34(TOP) B• N/A 9' I//A 9" N/A 9' N/A 9' 7l/A .14(IOP) 9• 4 1/2' 9" 9' 9• 9' 9' 8 7/2' e• 8 I/2• J(007100) • e• 4• 8' 9' 9' 9- - 9- 7' 9" 9• 3(807100) ' 12" 4 I/2' •72' 11" 12" '12' 11' 8 1/2" 12' B 1/1. 4((Op) • 9' r 9' 9' se 9' - 9" 7' 9• 7' 4(TOP) • 71' 4 I/2' 12' 12' le 12' 12' 0 1/2' 12' a 1/2' 4(807708) 9" 7' 9' 8' 9' 9' 9' 7' 9' 7' 4(6077071) r N/A 9' N/A 9• N/A 8' N/A 9" N/A 54(TOP) B• N/A 9' N/A 9' N/A - 8• N/A 9' 1/A 54(TOP) 6 1/2' N/A 7 1/2' N/A 6' N/A 7 1/2' N/A WA N/A 5(801700) 5' N/A 6' N/A 7' 11/A 7' N/A N/A N/A J(BOTTOM) 9' N/A 9 1/Y N/A 7o" N/A 9 7/2' N/A0(A N/A 6(TOP) 7' 6'N/A N/A 70• N/A 6' _ N/A N/A N/A 6(TOP) +40.o-40.0 6 7/2" N/A 7 7/2' 7)A a• N/A 7 1/2' N/A N/A N/A 6(BOTTOM) uP 190.0,-960 5• N/A 6' N/A 7' N/A 7• N/A N/A N/A 6(BOTTOM) 7'-0• UP 173 OR 460.0.TO 60.0 6' N/A 6 1/2' 11/A 7' N/A 6 1/2' N/A N/A N/A 7(IOP) 121-6• +1006-730.0 5' N/A 6' N/A 7' N/A 7' N/A N/A 7l/A 7(TOP) LESS 6" N/A ' 0 1/2' N/A 7' N/A 6 1/2"- N/A N/A N/A 7(801101) 5' N/A 6' N/A 7' N/A 7' N/A N/A N/A 7(BOTTOM) N/A N/A 72'• 12"• IF• 72'• 12'• 6"• 12'• 6"• 6(70P)• N/A II/A 12' 6• 7S' 6' I2• , 6' 72' 6' B(TOP) N/A N/A 12"• I2"• I2'• 12'• 12'• 6'• I2•• 6'• B(BOTTOM)• N/A N/A IY 8' 12' 6' IF 6• I2' 6" 6(6(607704O _ N/A N/A 12"• 12'• 72'• 12'• 72'• 6"• 12'• 6'• 9(70P)• N/A N/A 1T 6' IF 6' 12• 6' 12' 6' 9(70P) IF 4 I/2' IF 12' I2" 71' 72" 8 7/2' IT' B 7/2' 9(80ROM) 8' 7' 9' 9' B• 9' 9' 7• 9' 7' 9(BOTTOM) 9' N/A P 7/2' N/A 10' N/A 9 1/2' N/A N/A N/A 10(70P) 7" 1))/A B' N/A I0". N/A 8' N/A N/A N/A 10OP (7 ) 6' N/A 6• N/A 6' N/A 6' N/A N/A N/A 10(BOTTOM) 5' N/A 6' N/A 6' N/A 8• N/A IVA N/A 10(BOTTOM) 9• 4 1/2' N/A 1664ll/A N/A 9' 4 I/2• 9' 4 I/2• 114(TOP) 5' 4' N/A IT/ N/A - N 'A /A 77' 7' 7' MA(TOP) 9' 4 7/2• N/A N/A N/A N/A 9' 4 7/2' 9" 4 7/2' IT(BOTTOM) S" 4' 11/A N/A N/A N/A 7' 7' 7' 7' 11(BOTTOM)— 6' N/A 6' II/A 6' N/A ,6• N/A N/A N/A 7J(TOP) 6• N/A 6' N/A 6' N/A 6• N/A N/A N/A 73(TOP) 6' N/A 6• N/A 6' N/A e• _ N/A N/A N/A TJ(80(709) 5 N/A 6' N/A 6" N/A 6" N/A N/A N/A 13(BOTTOM) •USE 6.OC FOR PANEL LENGHTS LARGER THAN TO'-0'AND USE 12'AS SHOWN ON SCHEDULE FOR PANELS LENGTHS EQUAL OR SHORTER THAN ID'-0• • • ANCHORS(FGENQ • ..NAXIMUN ANCHOR SPACINGS ARE VALID FOR J I/2•EDGE DISTANCE.FOR E.O.LESS THAN J I/2; N'R' REDUCE ANCHOR SPACING BY MULTIPLYING'SPACING SHOWN ON SCHEDULE BY THE P00(0.NNG FACTORS. ANCHOR TYPE I ANCHOR (N'OTE:MI,.£D.17777 SOUDSCf ANCHORS 5 J7 SPACING FOR TMS OPERARON 7n B£005SIBLC REDUC SPACING OBTAINED USING FACTOR SHALE NOT BE TAPCON(REGULAR OR 5.0)PANEL40TE OR PANELMME WAS I 3' LESS THAN WIG=SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEG= f. D. = EDGE DISTANCE FACTOR - SOLID SET I J. ACTWL E.0. TAPCON(RE61AAR) S.C.TAPCON,PANEU74IE OR PAEU.UIE TVAS SOUR SET J" - .66 .75 T 1/T' - .71 .50 j11114477�11lll/Ii/ - -- 2' - .50 - Y11• 31A1�401 A. T1lll1��T a- 1 1/2' .J5 - - 1\Yr ��, �� �NSF V. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) o No.QQ'}67 ••1. ?' 02077 n7TEc0,INC 0.050" BERTHA ALUMINUM STORM PANEL La *: * * (2.00" DEEP) BRAWN BY.• n •_, 07/20/17 ?��— ,. EASTERN METAL SUPPLY, INC DATE: ///�+ I L E C OINC. l(` .-1 ' S1 f \ 4268 WEST ROADS DRIVE y^��l. ,%�'}' 4,1':' TILIJI TESTING Be ENGINEERING COMPANY WEST PAW BEACH.FL 33407 • ~:-�/o�/O[�'L \v\III 035s rt•.310.SL sm.703,War.0F90.9,R 1u6/ PHONE,(561)209-8263.FAX:(561)841-1716 17-097 . r \ Ael 905.I(]05)51 190300.6719(305)977-1131 OR40R:G No ..41 1111.1ER 0.OMR Jr.,P.E. 0.O 10Ka5 71/0/11 5~ o<rt FLORIDA Lie.44167 a • SHEET 41 OF 17 --- --- - -- - I/1'0 7APCO'15 1 A I �. 1 \y\ \ I/1'0 TAPCONS \7 - 1 `'I. •�. W/1 1/a•MAK 'ai0l,. Mili,�`'r./ THREADED PENETRATION I//'1 TAP IN. THREADED PEI,ETRAIION TNAFAOED PINEIRAfIDN (((J� C ) TO EN7577NG WOOD _- - ��1 1 TO EXISTING WOOD t0 EATSTINQ wt700 .. HEADER.(SEE SCHEOVW IV/I 1/T•MIN. I� HEADER.(SEE SCHEDVIE) THREADED PENETRATION ®I `1250' I HEADER.(SEE SCHEDULE) \,. GER.(S MDCH /III - I•Alin. .1.11111.11111 , /'Ij /(/)-�}HOFAOfR.(SEE SCHEDULE) V r T ITS•i 7 ConL �Xf 1 II •,,,,„,..-_,,,,,,,,== ..L. 1- .SDD- / ,'•r'•�� .T50- 2" lid QL— TNI M r. /n. ..�`�•_= g 1 Ii i ,iti DI jMin.1 0. fflrn.l� ji , Ertil LJ L•1� , h 1�! LJ� I u u 117X10 HEADER WOOD HEADERCant ; •-0 h REQUIRED REQUIRED 1 WIND HEADER I IV000 HEADER �y , _ REQUIRED REQUIRED 1 p I•Min.SEPARATION Ji' '.:1. I NA 1----- TO CLASS Fv 1 I Q ; r•Min. 0 I'Min. I LSEPARADON I i ' wSTo GLASS OrI ? I i rlrl 7a GIAS.S • I-TO cuss OPTION 1 ALTERNATIVE 3A I�� 'i tl i. `` i- I I 1 , S S.BOLTS N/7/R'r ' I//'0 TAPLONS " JAW"WING NUT® W./t r/T•MIK w A' 1� t i THREADED PENETRATION I ,,,I r NB. 17'O.C. ; TO EXISTING 1100D = T IF SEPARATION• i § \ 1 if. Illi TO HEADER.(SEE SCHEDULE) h S I TO cuss _ i • 5 _�i -�Ccnl /�•wal:of WI piny POSITION+) \I I -�" w 1 1 1/4'o TAPCONS 1 h I O I\ h IA,\, • W/r 1/2'Min.THREADED 0 I , -I•(2 �IiIII T 1„ I PENETRATION 0 U101VDTH Mfi iippwwll N. OF PUT&(SEE SCHEDULE) IP ; f�l� SECTION 0 ANCHOR �I, + 11000 HEADER , O •�� REQUIRED w ' 1'. I It/Il �' I .500' ,` ' i � /��ocm w 1 L000 , OPTION/9 L 11/1\\\ �6 CanL7/6'r J/!a'InNC NUT O \ � ' ALTERNATIVE 3A ' � dsrvD1� \ Qcan,. • �E r.P sure alovam v'c,' r`\ sRtwsw/f1/2'uin. l% \ 7/4'o TAPCO5s r- THREADED PENETRATION w/r 1/I•Md.ARMCO . /\\ \ 1 -fir• �I ©MOW,Dnt OF PIAT& PENETRATION O MVP( 1•Ain.SEPARATION (SEE SCHEDULE) of PLATE.(SEE SCHEDULE) 1------ ro cuss ,SECTION®ANE.NGB . ,//'o-TDr J//' � .+• Ic S.S. OLTS W/7/B'r ALTERNATIVE 2 RSA P =� J.S.B WING N/r O l'� '^ \'- / I IN SCALE r/a• 1• � � Ia o,c. , i Q �, \, 10Ei ',r/v" I r'Min. F I_��1 ' (1 SEPARATION O zL G w 500' ` ',$.••'• TO 01,452 y ' Q[ant. SECTION C snip d:I7 c" o { \, [Ini ALTERNATIVE 4• 1 71( �F Emil'sruD ... /I I ♦ SCALE:T/a'.= T' 7-;',..3.)\ �//1` Iii ' L.rAL ' �'•,�ORIDP•.:......esti:: I` NOTE FOR COMBINATION OF SECTIONS: 11 I/1'a TAPCONS s �~y1A 11 't 1v/J 1/T'Min. DrRFA0F0 +NOTE:SNAP CAP I TO S{/JygTA Y.` W' 1 `\ ,♦ r.T4�-�. 1 I PDENf7AIT.(SEE SCHEDULE) HURRICANECONO1A0 ��i�"rUPJ�1~1a�,;111+. � o r WALT.MOUNTING BECKONS CAN BE •.qA/�rjj11T ��� COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. I.LUIOIUA BUILDING CODE (Non High Velocity ciurricane Zone) 0 can,. ALTERNATIVE 3 DIN A\ •vurE oaan mTEcO,INC. 0.050" BERTHA ALUMINUM STORM PANEL L.C. �Lolaam`^ SCALE: r/2'. f' 1 (2.00" DEEP) s1 1 NOTES: I.INSTAUATIONS ARE ONLY VALJD FOR ALAR:ASO. DESIGN PRESSURE RATING 07/ac/17 SECTION 0 STUD AND PANEL LENGTHS AS PER SCHEDULES ON SHEET 2 IILIE Co INC. EASTERN METAL. SUPPLY, INC am ALTERNATIVE 1STOP Nasi RDAAS!HIVE 2.SEE ANCHOR SCHEDULE ON SHEETS f6& it. TICCIT TESTING d ENGINEERING COMPANY ME42 PAR! T ROA fl.. ivE T 7-097 .,•,N+.uu..�a:..ao>,rnc..Gwarn,n am/7. PHOHc(segaD7-eaGJ,rAr<(ssgetr-rne SCALE r T/2'- 1• J.FOR new W000 FRAME CONSTRUCTION:WOOD MEMBERS TO BE SOUTHERN 0700,,(s11len•ILUO•To.,(300/177-mm �.n �� o,,, �v ORARWO No •PINE No. 2, W/SPEC/FTC DENSITY OF 0.55 OR EQUAL FB-OODWIB m 13-022 umnr m2 • WALTER A.WW1 Jr..P.E ' SNECT 12 Or 17 FL ORIDATic-/4167 } • 7/4"o TAPCONS WOOD TRU5SES OR.FALTER WOOD TRUSSES OR 1440708 O 24'0.C 74000714£0 O 2i"O.C.REOV/RED 1 1 f'^. W/I 1/2 Min.THREADED t PENETRATION TO ExrSCINGHE - - t WOOD NEADER.(SFE SCHEDULE) 4 P - (�� c...-500 i40• - �._-_--:500'€mkx g�0" �,/. 3 i'Min. E • �_, _____ f e.. ..a ?; lis C1�111I i'x 4'x 7�' Cnl I. ii __,1� -T6j' IE :•' W/ pr-T,--- 12j - _- ��i a x_ t //4 G x J%1" S TOQUILDEX 7EK SGREWS T,REWHD017 HEADER O 6"O.G i a QLong 1074H OF i ExISTINO ii000 0 Gant i I ' N REQUIRED • i MENDER(2'U. ' WOOD HEADER NOMINAL WIDTH) 7/4"0-20 x t f REOUtRED O 1 j W/2'Min. /4'5.5.DOLTSI t N THREADED 11/7/8'x J/J2' tVr ' 7'Ml,.5 DON 0 i i 1- PENE7RAT7OM WING NUT 0 / f t .— Wi TO CLASS a 72.O.C. i 0 OPTION#( P' �' g i , • ALTERNATIVE 5A ALTERNATIVE LA 1 ALTERNATIVE 7A • h , H SCALE: 1/2'm T" SCALE: T/2'.•'t' , (LIMITED TO +60.0, -66.0 p.s.f. DESIGN LOAD N (LIMITED TO +6QQ -66.0 p.s.f. DESIGN LOAD ! I �, AND UP TO 9'-0"Max. PANEL LENGTH) AND UP TO 9'-0`Max. PANEL LENGTH) t.. SEPARATION f t/t'0 TOWNS v i\_.._ I` se �- TO GLASS ^•) I� W/I 7/2'MIM ; i °• ��I THREADED PENETRARON . TO EXTSRNG 74000 ° HEADER.(SEC SCHEDULE) I'Nin, 7/D'x J/J2' 0 t'M'n. SEPARATION 0. {NG NUT 0 ,e=T g Cont. T'of GLASS i 0 .: TO CLASS A EVERY STUD 4 i M im_i_ru 7/D` J/J2" ��f 7 4'a-TOx— td 0 r'o c� !4'j's': 2' 0 d1 IC- Ge t 1116 MG NUT®/ i �'� iii (lila`= 12-0.O Ir { 4 2 X 6 WOOD I ,g, " 2 X 6 W00, 1)itlS'.:: �I� WOOD HEADER DECK 740017. ` ryls' DECK REO'0.-T p , Ii REQUIRED i I Cont. r.�,�+`mirw��;� 2"r 4'PLA t` ,.,.j1 1��: �. - REQUIRED DSO 0P110N#2 _ L t'\ ' MATESaOR S. PANEL ALTERNATIVE 5A 'a"~ °'-•---- { ' W/E'N!N THREADED t 41//2 PENETRATION H NtDED DUIDTH !-1' OF PLATE.TYPICAL TOP it T/4T*TAPCONS I 1/4"0 TAPCONS ALTERNATIVE 8 ear% i X;Cyr - A. W/'1 ED7/-WMPEKE 17 READ D PENETRARON SCALE: t/2'= t' itt, R� p, (SEE SCHEDULE) C`EN U ALTERNATIVE ALTERNATIVE 7 .tl' SF • SCALE: t/2' 7' SCALE: 1/2' 1' ,' sap.O. w I: IA-x3/..32. . r WING NUT 0 , ^ _, ��,,..�•EVERY snip r . V .rte 0 72"D.C NOTES: ••r • '$b, ___ • 2 X 6 WOOD Cont. , r( 1. INSTALLATIONS ARE ONLY VALID FOR MAX.A.S.D.DESIGN PRESSURE RATING NOTE FOR COMBINATION OF 5E0RONS: `^0�'•;A4Q '' DECK REOD7 AND PANEL'S LENGTHS.45 PER SCHEDULES ON SHEET 2(EXCEPT AS N0700) .•RIOC.......21.4 it`'� - 2.SEE ANCHOR SCHEDULE ON SHEET I6& IT. IVALL/FLOOR/CEILING MOUNTING SECRONS CAN BE ••oln....`. `G1,71t I COAtB1NE0!tl ANY WAY 7O SUIT ANY 1NSTAGLATKAN. •Jv�ry� ,°e'' i..------i :/77=-T__;--17.:—..-_ S FOR NEW 74OOD FRAME CONSTRUCTION:WOOD LMEMBER5 TO BE SOUTHERN • "xxxFFr'"PINE Na.2, W/SPECIAL'DENSITY OF 0.55 OR EgUAL. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) . -1 02077 m7500,CYC. 0.050" BERTHA ALUMINUM STORM PANEL T (2.00" DEEP) L.C.074440L DY 17/4'0 TAPCONS07/76/77 W/1 1/2"MIM /� EASTERN METAL SUPPLY, a INC , - THREADED PENE7RA7ION I L E C V INC. (SEE SCHEDULE) : WEST ROADS TRAIT TESTING ENGINEERING COMPANY arAREACHF> 334D7 ALTERNATIVE 5 ""wm.4(706u1tIh.g..,w,(O -1176 PHONE(56)209-R26x nva(56064 1-7 7 6 17-097 E9-009679 ...IC °comas cotrm �� canORANNG No SCALE: 7/2"•, 7' WALTER A. Jr..P.E. f OW 07-047 "'i0' . - SHEET13 OF 77 FLDPoUc. DA Iia.44187 t _ 1 • 1 4WOOD TRUSSES OR RAFTER / "0 LONG ELCO 7( 0 24"0. C. REQUIRED N. �. PANEL MATES OR S.G. I • TAPCONS W/2"Min. �/ THREADED PENETRATION I _ _ TO EXISTING WOOD HEADER. (SEE SCHEDULE) a _ ,�__-- c._...--500"-=_ = ..,5ZQP" • EQ -i.m.1.1:::}IO.b=C I="' I H. r oN I i"x 4"x 1/8" p C 7/8"0 x 3/32" .' I I Min. (6063-T6) S WING NUTS 12"O.C. I i', i I Alum. TUBE W/ �\ 1/40x3/4" (3) 5/16"0x4' MG SCREWS TO lTi'�/BUILDEX EACH JOIST. N TEK SCREWS LOCATE SCREW WOOD HEADER ® 6"O.C. ®Cont. AT MIDIWOTH OF REQUIRED W I - EXISTING WOOD Z MEMBER (2"Min. in I NOMINAL WIDTH) 0 W' I D W/2"Min. F-- 1'Alin. j i -1"Min. N THREADED siri class w -I SEPARATION 4.- 1 - PENETRATION. Z I TO GLASS W W I 1 h EA A tai r`r--I o ALTERNATIVE 1 OAZki 7/8•0 x3172" H WING NUT 0 SCALE: 1/2"= 1" W ' EVERY STUD W h (LIMITED TO +60.0, -66.0 p.s.f. DESIGN LOAD NOTES: el • AND UP TO 9'-0"Max. PANEL LENGTH) c.5 1. INSTALLATIONS ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RATING 1 y & PANEL'S LENGTHS AS PER SCHEDULES ON SHEET 2 (EXCEPT AS NOTED) 1—; d2. SEE ANCHOR SCHEDULE ON.SHEET 16 & 17. O � 4 3. FOR NEW WOOD FRAME CONSTRUCTION; WOOD MEMBERS TO BE 7/8"0 x 3/32" ,, SOUTHERN PINE No. 2, W/SPECIFIC DENSITY OF 0.55 OR EQUAL. n . WING NUT® •1 I 0 u EVERY STUD w II o ® 1f'0. C. O k 111/rir/i�r i•. W n;nuunlnnnolrIll III 0= cry I 2'x 6"• NOTE FOR COMBINATION OF SECTIONS : oij1' p TIL( .' i I ,� ICont. I WODD DECK WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE l,1�r�� [ t/�REQUIRED �l �Q':'��j..NS�C'' i1` -‘ 1C) "�_ COMBINED IN ANY WAY TO SUIT ANY INSTALLATION "5.7/ V Ileo- l 1.000" (NO FINISH 1 !� I Ii I MIN. IT ALLOWED) ... e d1 R7 2"x 4"PLATE Cont \�y[�.�+. --1�_ `•-` REOUIRED� I -___—q am i 1/4' 0 TAPCONS ,� , y �E lL/ 1� .._ _ •\ W/ 1 1/2"Min. › /- �'.R 14,�a I - THREADED PENETRATION "� O �: .fi (SEEDSCH D LE)PCATE. / ./• J "•.19Sd®N....a�,' .- 1/4.0 TAPCONS �'�yrr•rrr/r FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) ALTERNATIVE 9 W/ 1 1/2"Min. 02017IILIECO,INC. 0.050" BERTHA ALUMINUM STORM PANEL L.C. ALTERNATIVE 1 O SEESCHEDU E TION (2.00" DEEP) DRAWN SCALE: 1/2" = 1" 6r. SCALE: 1/2"= 1^ EASTERN METAL SUPPLY, INC 07/26/" / IL ECO INC. wFE INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS 4266 LEST 3,14) °RA'E 71WT TESTING @ ENGINEERING COMPANY WEST PALM r ROA S ,VE 6000 NIL xw SL s;a.>oa a01ww 041 R y14, PRONE(56!)2°9-6253,bur::(561)647-7716 17-097 PDana 1(600n-11]0.r,,;(]0567,-n,, _ ER-0006719 o�sm1 DM URAfSPNG No MIAI.TER A.TLLR Jr.,P.E. a0 IS u1 pN2707 m SHEET 14 OF 17 FLORIDA lie.44167 v • 7 1/8"Min. EXISTING EXISTING - _ _ - _ PENETRATION rM1 m. `BRICK VEENERR 7/4"ox8•ELCO mole PANELMATE 1 7/8Af,^. Y EXISTING NAS ANCHORS OR 1/4.0 TAPCONS PENETRATION rMax1 ! BRICK VEfNER f/4Or8•ELCO mole PANELMAT£ ` (SEE SCHEDULE). i 't I TVAS ANCHORS OR 7/4O TAPCONS 4I 1\ I� //��/` 1 y j�/ (SEE SCHEDULE). - f �� � C7 L - -1 ----' >'-r�7�T7 3 2$0" / ' -- - I ®cont. WOOD a I % j I `-.Max. / I / �T .500" HEADERAA\ W000 r REQUIRED 3 F REQUIRED- ,I I I ./: Z h aL\�\�`��� EXISTING 1 —Pont.. N / J A\ Jt\ STEEL ANGLE LINTEL V W L EXISTING U AS APPLICABLE Yj a STEEL ANGLE LINTEL W+IJ' a j AS APPLICABLE 7'AUn. --^^ I 0. SEPAR TION '�J gH 7' . TO GLASS z N I SEPARATION —-U a° I N ^ i i TO GLASS OPTION#( OPTION a2 ALTERNATIVE 1 1A ALTERNATIVE 1 1A I i ti A---- II • ,__/� St NOTES: t - . ... ""4 ` L/ id I. INSTALLATIONS ARE ONLY VALID FOR MAX.A.S.D. DESIGN PRESSURE RATING \�� COSTING �+ AND PANEL'S LENGTHS AS PER SCHEDULES ON SHEET 2 (EXCEPT AS NOTED) 2x4' BRICK SILL i 2. SEE ANCHOR SCHEDULE ON SHEET 16& 77. WOOD---. "§s 3. FOR NOV WOOD FRAME' CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PLATE _/ - .I N PINE No. 2, W/SPECIFIC DENSITY OF 0.65 OR EQUAL. ti rF1nn=AS 175 7'Mm. , • I 'wf � NOTE FOR COMBINATION OF'SECTIONS: PENETRATION / I // Cl 1 L1 q WALL/FLOOR/CEIUNG MOUNTING SECTIONS CAN BE / -T- .// n Z - COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. • Mar 35m' EXISTING. / , ////�\ / 2•r 4"STUDS I ()Cont. C Zr O.C. Max. R£OO fX157/NG U. 7/2"PLYWOOD ,-EXISTING 1/4'0 x 8'ELCO mole PANL3.NATE REQ'0(1YP)IV/FASTENING BRICK SILL L 1/4'0-20 x 3/4' ?VAS ANCHORS OR 1/41 .TAPCON — TO STUDS AS PER S.S.BOLTS W/7/8x (SEE SCHEDULE)TO EXISTING PLYWOOD. SECTION 2304 OF THE 3/37'WING NUT FLORIDA BUILDING CODE B 12'0. C ALTERNATIVE 11 _ _ BUILD-OUT INSTALLATION ,t ,s ck,TILLIj SCALE: 1/2• 1• . e ,,.......... ✓t�'"' *VALID FOR MAX. A.S.D DESIGN PRESSURE RATING +50.0, —60.0 p.s./. FOR UP TO ��� FLORIDA BUILDING CODE (Non High Velocity Hurricane 78"PANELS LENGTHS, AND FOR +50.0, -50.0 p.s.t., FOR PANEL LENGTHS GREATER' t'O•44167 Zone) *; G2017 mrEcO,INC 0.050' BERTHA ALUMINUM STORM PANEL LG THAN 78" UP TO 108" • ,� c (2.00" DEEP) OR4HN BM A9' �:'�",�` /ail IL E C O�N�. EASTERN METAL SUPPLY, INC /25/17 WA INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS ` °, „.0 , muff TESTING&ENGINEERING COMPANY KEST 4258 NEST ROADS L 33407 SVL�L� 7.` MM N4 MN.I._Ta M....A•/4504 n,77.15 PHLNE•(551)209-8283.TAX:(551)8)1-7776 17-097 IV Nny�•' f (�TIIER 006719( /An-/MI _ ev wn WAKING No •••r•�� WALTER A.TELT Jr.,P.E. 1 n015-we al/ryn _ FLORIDA Us.44167 •. a SHEET 14A OF 17 • • 1/4'0 TAPCONS WI \''''. " I 1/2'AIW.. 1 451000 ' FED ETRATION TO EXISTING '''>--.<'1\\ SCFAO 1/4"0-20 5.S M4CHINE . ) r0O 1 O.C &WASHER � �1 0 f2'O.C. 7/B'r 3/32' ' 1' ,WING NUT 0 16 Cont. /EVENT STUD ,wl ox —li h �� j'' 0 72.0.C.Ilia /$ 1 9=� IIT i 111= Cool. I, 11,000 HL90ER ' N REQUIRED SS � 1 13 I'Min,SEPARATION I TO CLASS W __A. �1'^�-- I Ir_1'Min.SEPARATION i A '1 N TO CLASS i (Zq�1.S. 0-20 3/4' ' ^,. / . 152'2'IC. NUT q 7/B'r J/JT' d r �'.L `` / I 7T O. C. L 72"O.C — " O g 7 / rift-1(61X 56IYODD 2x4'WOODS ii DECK REq'0. II! I P1ATE REQ D. ' Min Ime= 1 C -0 j 1.000' I -- l scoot. I�1,• �' MIIMINOMINIMIC 1/4'0 TAPCONS, 1/4"0 .-- _- -- a' S.C. TAPCONS OR 1/4'0 I! PANEL MATES IV FULL QOR©Cool. 7NREADED PENETRATION TO N`-1/40 TAPCONSPLYWOOD. (SEE SCHEDULE) ' W/f I/2"NIN EXISTING Min. 1/2'PLYWOOD THREADED PENETRATION REND(TYP) W/FASTENING (SET SCHEDULE) TO'STUDS AS PER SECTION 2304 OF THE ALTERNATIVE 13 FLORIDA BUILDING CODE. SCALE: 1/2'a 7' ALTERNATIVE 14 SCALE 7 1/2"= 1" NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR MAX. A.5.17. DESIGN PRESSURE RATING *VALID FOR MAX. A.S.D. DESIGN PRESSURE RATING'+50.0, -60.0 p.s.f. FOR LIP 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 SE 17. THAN;8", sZO04 p8" - 3. FOR NEW MOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN „log, PINE No. 2, W/SPECIFIC DENSITY OF 0.55 OR EQUAL. 1,,i1,') ........... i)' e` •:' iNo,44167 FLORIDA BUILDING >, N CODE (Non High Velocity Hurricane Zone) NOTE FOR COMBINATION OF SECTIONS YAC'tr * * 02077 ALTECO.we 0.050" BERTHA ALUMINUM STORM PANEL L.c �>• .'T (2.00" DEEP) DRAWN Sr, WALL MOUNTING SECTIONS CAN BE - J 'k COMBINED IN ANY WAY TO SUIT ANT WSTALL4RON e-r, (5p Lpr .� ,1` / EASTERN METAL SUPPLY, INC D7/26217 �� r71 IL ECO�N4. DAM ST P U B R04D5.334 L NAL T.- TICCIT TESTING&ENGINEERING COMPANY WEST PAW BEACH,2 33407 6555 rtw.IScv 51.S:m 555. nct^a c.Vsrlrs,D,ylyp PHONE(567)209-8263.TAX:(561)841-1716 T7-D97 ........... Plana 1l305l5I1-15"A.rq;(SSSbI1-15)1 DRA11760 No Ee-00L76719 warn mn WALTER A.GLUT Jr.,P.E. nn 75-465 074.6/17 m SHEET IS OF 17 FLORIDA Uc.44167 I -. MAXIMUM A-S.D. DESIGN PRESSURE R9 KG (p.s.f,J AND CORRESPONDING MAXIMUM ANCHOR SPACING SQIJEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS - • _ _ ASS 11137010 xmD FASTENERS A7NYILIBIE ro ASS SWAN N rASIG'!RS' APPLYABlF ID Ammar HOOD 1007LNLR6 APPLICABLE To FRESSigE REG7AAR sGMPCGv O 0010455 NY RranSES A LENGTH 1(R PRLS9IRC �,I�p FA'd141R9 ALT7/LN/a'ES/d 1 onlwA Man A56 DLSCH - ALmaarYEa/Q Naaniu Asa BAIRNS(Pa/) 7APCONS fA OF MRI ) RARN7(PSL) TAPLW95 S6.IAPCGN Gy ANY LVY9TMrATI 1171001 V(2) PRESS-ME RCGIUR SG7APEGN PAWS S MV LOY9044009 MGM i'(°.) PARDYa r Sas Ass/Ne 0x7 Or MRV RAMS(P.1.) 7AMOin ',manor 7m.% or moo 12' N/A N/A 7 (TOP) 12' N/A N/A 1(TOP) 12' N/A N/A 7(TOP) • 12' N/A N/A 1(BOTTOM) 12' N/A N/A 7(BOTTOM) 12' N/A N/A I(BOTTOM) 12' N/A N/A 2(TOP) 12' N/A N/A 2.(TOP) - 72' N/A N/A 2(TOP) 9• - N/A N/A 2(BOTTOM) 9' N/A N/A 2(BOTTOM) - 9' N/A N/A 2(BOTTOM) 9' N/A N/A 34(TOP) 9' N/A N/A 34(TOP) 9' N/A N/A 34(TOP) 9• __ 11/A N/A 3(8017044) 9' N/A N/A 3(BOTTOM) 9' N/A N/A 3(BOTTOM) 72' N/A N/A 4(TOP) 12' N/A N/A 4(TOP) 4 • 72' N/A N/A 4(BOTTOM) 72' N/A N/A 4(BOTTOM) I2' N/A (BOTTO)N/A 4 M 9' _ N/A N/A 54(TOP) 9" N/A N/A 54(TOP) 9' N/A N/A 54(TOP) 9• N/A N/A 5(BOTTOM) 5 I/2' N/A N/A 5(BOTTOM) 8' N/A N/A 5(BOTTOM) 9' N/A N/A 6(BOTTOM) 5 7/2' N/A N/A 6(BOTTOM) 8" N/A N/A 0(BOTTOM) +40.0,-40.0 8 7/2' N/A N/A 7(BOTTOM) 8'-O' +40.0,-40.0 5 ' N/A N/A 7(BOTTOM) >8'-0' +40.0, -450 5 1/2" N/A N/A 7(BOTTOM) B'-O' OR OR OR UP TO UP LESS N/A 12' 12" 8(TOP) LESS LESS N/A 12' 72' 8(TOP)• - 73'-0'• +60.0,T 60. 0 N/A 12' 12' 8(TOP) LESS N/q 12' 12' 8(BOTTOM) N/A 12"• 12'• 8(BOTTOM)• 1J/A 12• 72' 8(BOTTOM) N/A' 42' 12' - 9(TOP) N/A 12'• 12"• 9(TOP) N/A 12' 12' 9(TOP) 12' N/A N/A 9(BOTTOM) 12' N/A N/A 9(BOTTOM) IT- N/A N/A 9(BOTTOM) 6' N/A /1/A 10(BOTTOM) 5 I/2" N/A N/A 10(BOTTOM) 6' N/A N/A 10(BOTTOM) 9' N/A 9' 11A(TOP) 9' N/A 9" I7A(TOP) 9' N/A 9' 77A(TOP) 4' N/A 4' 11(BOTTOM) - 4'•• N/A 4••• 11(BOTTOM)•• 4"• N/A 4-• 7/(BOTTOM)• 6' N/A N/A 13(TOP) 6' N/A N/A 73(TOP) 6' N/A N/A 13(TOP) 6' N/A N/A 13(BOTTOM) 5 1/2 N/A N/A 73(BOTTOM) 6' N/A N/A 13(BOTTOM ) 4' 4' 4' 14(BOTTOM) 4'•• 4•.• 4•.. 14(BOTTOM)•• 4'• 4'• 4'• 74(BOTTOM)• • • USE 6'CC SPACING FOR PANEL LENGTHS LARGER THAN 10'-0'AND USE 12"OC • VALID ONLY FOR UP TO+50.0, -60.0 p.s.1.A14X.AS.D.DES/GN PRESSURE AS SHOWN ON SCHEDULE FOR PANELS LENGTHS EOUAL OR SNORTER THAN 10'-0• RATING WITH 78'MOS.PANEL LENGTHS OR FOR UP TO+50.0,-50.0 p,a.1. MAIL A.10.DESIGN PRESSURE RATING W7711 96'Map.PANEL LENGTHS. '• VALID ONLY FOR UP TO for PANELS LENGTHS. 1 j 77,I,iiri..'vyvA,+ _ _ _ il ....... 11 'q''''...Eli""'.'"? S ;1? ',J ¢ FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) —0.44167 02017 OLTEm,/NC. 0.050" BERTHA ALUMINUM STORM PANEL L.C, * , • (2.00" DEEP) DRAWN Br. '_OA'J L L''• /111.71 EC. INc.\ EASTERN METAL SUPPLY, INC o704701-17 .� u // rO d' ,(�9.'•\4/1' 4268 HEST 170705 L1RNE LL 11 vv (,!-7 TIW7 TE6TW0 ENGINEERING COMPANY MI PALU BEACH,FL.33407 �C.b' 111, 7377 344.24', 46.Ra 315,NRGMA CAROM ii))ICS PHONEI(567)209-8265 FAT:(561)941-7710 17-097 SS' 17� N i 11 P?s4S,„..N.....„01,30, (315177?-1030.h.:(307)811-7Sol 9RA9'LNC 7'w u V�01V��T` EB-0006779 =ow= 004 0.0000 u¢ ......•1•.,'1 WALTER A TILLJT Jr.,P.E. m V0-004 v%l6/74 m SHEET 16 OF 17 FLORIDA Ile.44167 1 1 • • MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM_ANCHOR SPACING SCHEDULE' FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS YAIIMUY • MWD FASTMLRS APPLICABLE TO TUMULI MOOD FASTENERS APPLICABLE 70 LN0/LUM `600 FASTENERS APPLICABLE TO lN1RLUY PANG. ASO.OLSON "'ix— ANY ALTERNATIVES/a WA0100Y PANEL ASO.LESION .4nr,amts,'tr LIt0LLM PANEL ASEL OESCN REDUlAr SGMN'GY RM D,p RS lN417113 I. IEIOM 1'(IW ROM PRESSURE RAAGIRAR PLV1 SC.TAPP= M .INY COLLLTNILGY LEALIN 1'(N.) RAPRESSURE RE ) REGUiNT S.GpiYO.Y PA}9Y1T6 ANY COLORATION TENON 1'(re) RA7000(P9.1. TAPCGIS PAIIIWR mu O,111(0 TMLC� RAL*MN2 I1A5 0' BINT MAIELATE WAS OR non, II" N/A N/A 7(TOP) • 12" N/A N/A 1(TOP) 8 7/2' N/A N/A I(TOP) 7l" N/A N/A 1(BOTTOM) 12' N/A N/A 1(80170.11) 9" N/A N/A 1(BOTTOM) 11• N/A N/A 2(TOP) 12' N/A N/A 2(TOP) 9• N/A N/A 2(TOP) 9• N/A N/A 2(BOTTOM) 72" N/A N/A 2(BOTTOM) 9• N/A N/A 2(8017004) . 9' N/A N/A SA(TO 12' N/A N/A 34(TOP) 8" N/A N/A 34(TOP) 9" N/A N/A 3(BOTTOM) 12" N/A N/A 3(BOTTOM) 9" N/A N/A 3(BOTTOM) 77" N/A N/A 4(TOP) 12" N/A N/A 4(TOP) r N/A N/A 4(TOP) 77. N/A N/A 4(BOTTOM) 12" N/A N/A 4(BOTTOM!) 9• N/A N/A 4(BOTTOM) 9' N/A N/A 5A(706) 12' N/A N/A S4(TOP) B• N/A - N/A 57(TOP) J 1/]' N/A N/A 5(BOTT(1./) 4" N/A N/A 5(BOTTOM) 3' N/A N/A 5(BOTTOM) 3 1/2• N/A 11/A 6(BOTTW) 4' N/A 11/A 6(BOTTOM) 3' N/A N/A 6(BOTTOM) +60.0. -60.0 J 7/1" N/A N/A 7(BOTTOM) g•_0• +40.0. -40.0 3 I/2" N/A N/A 7(001701) .08•-0" +90.0, -90.0 3' N/A N/A 7(BOTTOM) UP TO OR UP TO UP TO UP TO OR +80.0. -90.0 N/A 12' 6" 8 004') LESS +60.0. -60.0 N/A 12"• 6'• 8(TOP)• 12•-6" +100.0, -130.0 N/A If 6" 8(TOP) LESS N/A 72' 6" 8(BO77017) N/A 12'• 6'• 8(BOTTOM)• N/A If 6" B(BOTTOM) N/A If 6" 9(10P) N/A 12- 6' 9(TOP) N/A 12" 6" 9(TOP) 77" N/A N/A 9(BOTTOM) If N/A N/A 9(BOTTOM) 9' N/A N/A 9(BOTTOM) 3 1/2' N/A N/A 10(BOTTOM) 4' N/A N/A 10(BOTTOM) 3' N/A N/A 10(BOTTOM) 9' N/A 9" 7 IA(TOP) If N/A 10 1/2• IIA(TOP) 5' II/A 6' fIA(TOP) N/A N/A N/A II(007100) 4'•• N/A 4'•• 71(BOTTOM)•• N/A N/A N/A 17 (BOTTOM) 6" N/A N/A 73(TOP) I2" N/A N/A 13(TOP) 6' 11/A N/A 13(TOP) 3 1/r N/A N/A IJ(BOTTOM) 4" 71/A N/A IJ(BOTTOM) 3' N/A N/A 13(BOTTOM) N/A N/A N/A 14(8077044) 4'•• 4'•• 4"•• 14(BOTTOM)•• N/A N/A N/A 14(BOTTOM) • USE 6"OC SPACING FOR PANEL LENGTHS LARGER THAN TO•- 0"AND USE If OC AS SHOWN ON SCHEDULE FOR PANELS LENGTHS EWA OR SHORTER THAN 10'-0" as VAMP ONLY FOR UP TO+50.0, -50.0 p.s.T.1AiL.A.S.D.DESIGN PRESSURE RAMC WNH TOB"Max.PANEL LENGTHS. • x1141/10FA,,' ��P�`� G CJS /r'/•�;_ FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 1 No.44167 52017 TILTEco,INC 0.050" BERTHA ALUMINUM STORM PANEL L.c. lib.- 1�� • • (2.00" DEEP) DRAW!Bp 9'• • / \ EASTERN METAL SUPPLY, INC 07w6/17 'e'j,A(`*Z '`",' I C"17 O iNC. 4268 WEST ROADS ORAE 's '^' y• i' TIWT'TESTING&ENGINEERING COMPANY WEST PALM BEACH,FL 33407 J� 4�• 111 51.5 N.N.310.IL.50.701.0RGNIA 0/R004,rt 19107 PHONE(361)209-8263,FAX'(561)847-1716 17-097 SION A L 0.111 I(705}371-EB1 WO.671rcr!(X05)171-1531 S[V,a] 046„+071 on DRAWING No -000 9 • W... WILIER A.TIL.LR Jr..P.E. I 4a 15t59 3/.P/11 3 SHEET 17 OF 17 FLORIDA MLe.44167 A Florida Building Code Online Page 1 of 3, RLdA4CA0l(P,AA'(A�Cfi�"Of ` my �� ���j � Business & Professional Regulation • .i. i �oRsayu ,Asttna oaP�njuJ�a+�}.c4enap BCIS Home I Log In I User Registration ; Hot Topics I Submit. Surcharge I Stats&Facts I Publications I FBC Staff I BCIS Site Map I Links I Searchd Florida -- ?; Product Approval ll- -USER:Publlc User eaz6=r-i Product Approval Menu>Product or Application Search>Application List>Application Detail ►glrgGEOPTH FL# FL1850-R11 'EctlEr Atti! Application Type Revision Code Version 2017 Application Status Approved Comments Archived ❑ • Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmeta l.com Authorized Signature Bill Feeley I rod riguez@easternmetai.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tilsit,Jr.,P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date `12/31/2018 Validated By John Henry Kampmann Jr. © Validation Checklist-Hardcopy Received Certificate of Independence FL1850 R11 COI AMERICAN SHUTTER SYSTEMS,INC. DRAWING 17 102 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2005 ASTM E1996 2005 ASTM E330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code li https://floridabuilding.org/pr/pr_app_dtl.aspx?param=WGEVXQwtDgs9%2f/o2ftCOhpJQ... 3/24/2018 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option D Date Submitted 10/03/2017 Date Validated 10/13/2017 Date Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 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#17-103 retained by tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 R11 II AMERICAN SHUTTER SYSTEMS ASSOC., Approved for use outside HVHZ:Yes INC. DRAWING 17-103 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST..PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large Missile Level"D".Max span is 12'-7"for 35 Created by Independent Third Party:Yes psf positive ASD load and 13'-0"for 35 psf negative ASD Evaluation Reports load for one specific condition shown in span tables.See FL1850 Rif AE AMERICAN SHUTTER SYSTEMS ASSOC., additional loads and spans on engineered drawings. INC. DRAWING 17-103 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party:Yes 1850.2 Bertha HV Accordion Shutter Extruded aluminum interlocking blades retained by tracks (Combo)-HVHZ-Drawing#17-102 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 R11 II AMERICAN SHUTTER SYSTEMS,INC. Approved for use outside HVHZ:Yes DRAWING 17-102 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYSTEM.PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large Missile Level"D".Max.span is 13'-2"for 30 Created by Independent Third Party:Yes psf positive ASD load w/o window blade, 16'-0"for 30 psf Evaluation Reports negative ASD load for HV1 blade w/o window blade for FL1850 R11 AE AMERICAN SHUTTER SYSTEMS,INC. conditions indicated on schedule#1,sheet 12.And 12'-3" DRAWING 17-102 PRODUCT EVALUATION REPORT.PDF for 30 psf positive ASD load w/o window blade and 15'-5 for Created by Independent Third Party:Yes 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# 17- (top and bottom)for storm protection 122 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 Rif II AMERICAN SHUTTER SYSTEMS ASSOC. Approved for use outside HVHZ:Yes INC DRAWING 17-122 BERTHA HV ACCORDION Impact Resistant:Yes SYST..PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large missile level"D".Max.span is 16'-0"and Created by Independent Third Party:Yes 14'-9"for 30 psf ASD negative load depending on Evaluation Reports centermates and locking rod configuration for the HV1 blade, FL1850 R11 AE AMERICAN SHUTTER SYSTEMS ASSOC. 8'-0"for+64,-72 psf load for HV blade for Keystone INC DRAWING 17-122 PRODUCT EVALUATION mountings 7'-0"for+75,-75 psf for metals stud mountings REPORT.PDF and 8'-0"for 110 psf.for HV1 and HV1A working in unison. Created by Independent Third Party:Yes See sheets 7,11,20 and 19 respectively of installation drawings for other spans and pressures. M Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mall.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: r71cCtreck https://floridabuilding.org/pr/pr_app_dtl.aspx?param0 =wGEVXQwtDgs9/o2Wo2ftCOhpJQ... 3/24/2018 Florida Building Code Online Page 3 of 3 Credit Card Safe I=1 • https://floridabuilding.org/pr/pr_app_dtl.aspx?pararn=wGEVXQwtDqs9%2f%2ftC0hpJQ... 3/24/2,01 1 L ECO IN TILLIT TESTING & ENGINEERING COMPANY WALTER A.TILLIT,JR.,P.E. tilteco aol.com PRODUCT EVALUATION REPORTFLFL P.E.License E.B.LicenseNo.0044167 719 REPORT NO.: 1.7-0726.07 DATE: July 26, 2017 PRODUCT CATEGORY: Hurricane Shutters PRODUCT SUB-CATEGORY: Accordions PRODUCT NAME: Bertha H.V. Accordion Shutter System H.V Blade#1 and 2 and HV Window Blade 1A SUBMITTED BY: American Shutter Systems Association, Inc. (ASSA) 4268 Westroads Drive West Palm Beach, Florida 334.07 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report Revision issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to American Shutter Systems Association, Inc based on Rule Chapter No. 61G20-3, Method 1D of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2017 sixth edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Cade. 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.): O�oiiasa®oom��� Drawing No. 17-102 (revises drawing # 15-07t9 . 1 A H.V. ACCORDION SHUTTER SYSTEM", sheets 1 thruwv's. .2 "" ud '15A and 28A of 28, prepared by Tilteco, Inc.; signed and,�e. ed b V r A'Tiliit, Jr., P.E.; dated 07/26/17:This drawing is an:integral dart oft ' n\Repbrt. "3 STATE 0F_ 6355 N.W. 36th Street, Suite 305,Miami,Florida 33166-Phone: (305) 871-1530 Fax: (305) 871-1531 PRODUCT EVALUATION REPORT NO.17-0726.07 2.2. TEST REPORTS: For HV Blade 1 Large missile impact and cyclic loadings under Protocols TAS 201 and 203, as per section 1626 of the Florida Building Code. Uniform Static loads in accordance with Protocol TAS 202. Test reports prepared by American Testing Lab (ATL) of South Florida, Reports No. 0214.01-03, 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.; # 1214.01-05 dated 12/20/05, signed and sealed by Henry Hattem, P.E. per Protocol TAS 201, 202 and 203 and completed with ATL Report # 0317.02-06, dated on 05/23/06 signed and sealed by William Mehner, P.E. also per Protocols TAS 201, 202 and 203. Large missile impact & cyclic loading under protocols TAS 201 & 203, Test reports prepared by American Testing Lab (ATL) of South Florida, Report No. 0609.01-10, dated June 17, 2010, signed and sealed by Julio E. Gonzales, P.E., report No. 0210.01-11, dated 02/22/2011, signed and sealed by Henry Hattem, P.E. Tensile tests as per QC Metallurgical Report No.3DM-388 and No. 5JM-1022, dated May 20, 2003 and November 16, 2005, respectively; signed and sealed by Frank E. Grate Jr., P.E., as per ASTM E-8, as well as Reports No.10FM-718, dated June 22, 2010, and Report No. 11 CM-223, dated 03/04/2011 signed and sealed by Frank E. Grate Jr. P.E., as per ASTM E-8. For HV Blade 2: Large missile impact and cyclic loadings under Protocols TAS 201 and 203, as per section 1626 of the Florida Building Code. Uniform Static loads in accordance with Protocol TAS 202. Test reports prepared by American Testing Lab of South Florida, Report No. 0422.01-05, dated April 22 thru June 15, 2005, signed and sealed by William R. Mehner, P.E., and Henry Hatten, P.E. Tensile test as per QC Metallurgical Report No. 5FM-578, dated 7/6/2005; signed and sealed by Frank Grate, P.E., as perASTM E 8. For HV Window Blade 1A Large missile impact and cyclic loading under TAS 201 and 203 Protocols, as per section 1626 of the Florida Building Code. Uniform Sta#ic7'1 • -igiaccordance with Protocol TAS 202 per section 1626 Protocols TAga12 " , tak5t reports prepared by American Testing Lab of South Florida,zepor' . " SLOB and No. 0725.01-08 (Addendum), dated 07/19/08 and 08/29700; es:• t " ,signed and sealed by William R. Mehner, P.E., and Henry Hatte44E44167 a T. 1i r y • t T � dilltl t\ .9poiwio>PPdrei PRODUCT EVALUATION REPORT NO. 17-0726.07 3 Testing for Polycarbonate Bayer Makrolon 3103 for Fire Burning characteristics, per sections 2601, 2602, 2607 & 2612 the Florida Building Code, per ETC laboratories report No. ETC-07-1095-19015.1, dated 12 /14/07, signed and sealed by Joseph LaboraDoldan, P.E. Testing for Polycarbonate Bayer Makrolon 3103 for Weathering / (UV exposure) per ASTM G-155 and ASTM D-638, per section 2612 of the Florida Building Code, per ETC Laboratories report No. 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 Plastics Polycarbonate with resin 103, equivalent as per letter issued by Sabic, dated 7/17/08, addressed to Eastern Metal Supply, Inc., to approved # 9034 sheet grade with Miami Dade County Product Approval, addressing Fire Burning characteristics, weathering and structural (mechanical) properties. 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., dated July 31, 2006, May 23, 2008, July 1, 2010, and 10/27/2010, signed and sealed by Walter A. Tillit, Jr., P.E., and revised calculations dated 04/27/2011 addressing Mounting I 1, sheet No. 7 of drawing No. 17-102. 3. MISSILE IMPACT RESISTANCE: Large missile impact under section 1626 of the Florida Building Code, as per Protocol TAS 201. 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 sheets 12 & 28A of 28 of Product Evaluation Document (P.E.D.), Drawing No. 17-102. Maximum Anchor Spacing for HV Blade 1 shall be as indicated on sheets 13, 14, 15, 16, 17 &28A and 17 of 28 of Product Evaluation Document (P.E.D.), drawing No. 17- 102. Maximum Shutter span for HV Blade 2 shall be asi�o�j sated of Product Evaluation Document (P.E.D.), drawing No. 17-102. Ia �' u r span for HV Blade 2 shall be as indicated on sheet 25 qta° •r r.cil valuation Document (P.E.D.), drawing # 17-102. Maximurr�`�AhcS`��fa��r'�J,s`;1T3be as indicated on sheet 26 of 28 of Product Evaluati ° Document (P E.f�t), dewing No. 44167 t 4 vim: do `�I-Ari t7 �'�'Assia/off°'''' PRODUCT EVALUATION REPORT NO.17-0726.07 4 17-102. Maximum shutter span and anchor spacing shall be as indicated on sheet 28 of drawing No. 17-102. 5. INSTALLATION: For HV Blade 1 shall be performed strictly in accordance with details indicated on sheets 5, 6, 7, 8, 9, 10, 11, 18, 19, 20, 21 & 28A of 28 of Product Evaluation Document (P.E.D.), drawing No. 17-102. Minimum separation to glass shall be as indicated on sheets 6 thru 11, 18 thru 20 & 28A of Product Evaluation Document (P.E.D.), drawing No. 17-102. Requirements for use of locks and/or locking rods shall be as indicated on Notes on sheet 5 of 28, note 10 on sheet 1 and 28 & sheet 28A and note 10 on sheet 1 of 28 of Product Evaluation Document(P.E.D.), drawing No. 17-102. For HV Blade 2 shall be performed strictly in accordance with details indicated on sheets 21, 22, 23 and 24 of 28 of Product Evaluation Document (P.E.D.), drawing # 17-102. Minimum separation to glass shall be as indicated on sheets 22 thru 24 of Product Evaluation Document (P.E.D.), .drawing No. 17-102. Requirements for use of locks and/or locking rods shall be as indicated on Notes on sheets 21 and 28 and note 10 on sheet 1 of 28 of Product Evaluation Document (P.E.D.), drawing No. 17-102. The HV Blade working in unison with HV Blade 1A shall be performed strictly in accordance with Limitations included on sheet 28 of drawing No. 17-102. Minimum separation to glass shall be as indicated on sheets 6,7,18 and 19 of drawing 17-102. 6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheets 1 through 4 of 28 of Product Evaluation Document (P.E.D.), drawing No. 17-102. Anchor specifications for HV Blade 1 shall be as indicated on sheets 14, 16, 17 and 28A of 28 of Product Evaluation Document (P.E.D.), drawing No. 17- 102. Anchor specifications for HV Blade 2 shall be as indicated on sheet 26 of 28 of Product Evaluation Document (P.E.D.), drawing# 17-102. 'oo��ieiiioeoi��e'd- 01A 77 po` ��10E/US+' rev ro No• 44167 per,; TE OF °NAL 'EAC',. PRODUCT EVALUATION REPORT NO.17-0726.07 5 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 1 of 28, of Product Evaluation Document (P.E.D.), Drawing No. 17-102 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, wood frame and metal stud walls under the Maximum Span and Maximum Design Load limitations indicated on this drawing, as applicable. 7.4 Limitation of use for Blade HV1 used in unison with Blade HV 1A shall be as per sheet 28 of 28 of drawing No. 17-102. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida EB-0006719). 'Sgp/N/n/s#B,0,, olo0b'1`0� p ..+IZZ�so No. 44167 " °54014e*"...4(1. ONAL v�"•uneirppPp , GENERAL NOTES: - - -_ I.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.G.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(6th EDITION) OF THE FLORIDA BUILDING CODE TABLE OF CONTENTS 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 BE INSTALLED WITH A DIRECTIONALITY FACTOR Eda0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(ASO.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 12 THRU 17,25,26.28&28A. AREN 1: HV BLADES Q (17) &Q 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 IN ORDER TO COMPARE THESE W/MAX.(ASO)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 12 THRU 17,25, 26, 28&26k GENERAL NOTES SHEET 1 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 NZ USED IN THEIR ANALYSIS.BERTHA SYSTEM COMPONENTS 1-20 SHEET 2 N.V.ACCORDION SHUIIEH 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 SYSTEM COMPONENTS 21-37 SHEET 3 REPORTS: TYPICAL SHUTTER ASSEMBLY 38-43 SHEET 4 -HV BLADE 0#0214.01-03, #0715.01-03, #1004.01-05, 81214.01-05, #0317.02-06, #0609.01-10 AND #0210.01-11 A5 PER TAS 201,TAS 202 AND TAS 203 PROTOCOLS. AREA HV BLADE-HV WINDOW BLADE ®#0505.01-08 AS TAS 201.202&203 PROTOCOLS AND 0725.01-08 AS PER TAS 202 PROTOCOL. WHERE•APPLICABLE)�ANp HV WINpOW @LADE -HV BLADE O#0422.01-05 AS PER TAX 201,TAS 202 AND TAS 203 PROTOCOLS. TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 2.HV BLADEOI AND HV BLADE 2 ENGINEERED TO WORK IN UNISON H EACH OTHER IN AREAS WHERE THE DESIGN PRESSURES TRANSITION FROM END ZONE 5 TO INTERIOR ZONE 4. EACH INSTALLATION DETAILS A-E, CONCRETE/BLOCK SHEET 6 WIND ZONE MUST BE CLEARLY I�FIED MN IN ACCORDANCE WITH CHAPTER 30.OF ASCE 7-10 STANDARD.ALL MOUNTING CONDITIONS AND FASTENER TYPES SCHEDULES MUST BE APPLIED TO THE INSTALLATION DETAILS F-L, CONCRETE/BLOCK SHEET 7 CORRESPONDING WIND ZONE.THIS SHALL INCLUDE REQUIREMENTS FOR MIN.SEPARATION TO GLASS. DELIMITATION OF WIND ZONES 4 AND 5 AS WELL AS VALIDITY OF COMPONENTS FOR HV BLADE 1 CENTERMATE DETAILS NV SHEET 8 &2 ACCORDION SHUTTERS SYSTEMS FOR EITHER WIND ZONE SHALL BE PREPARED AND CERTIFIED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT BASED ON BUILDING CONFIGURATION AND ASCE 7-10 STANDARD,AND SHALL BE SUBMITTED TO THE BUILDING OFFICIAL AT THE TIME PERMIT IS APPLIED FOR. CENTERMATE ALTERNATING DETAILS HV SHEET 9 HV BLADE 0 AND HV WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 28. CENTERMATE DETAILS HD SHEET 10 END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 11 3.BERTHA H.V.ACCORDION PINS (IIA SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL-BE# 1452.75 AND# 14X1.75 RESPECTIVELY,410-I1T MINIMUM MAXIMUM SPAN TABLES SHEET 12 SERIES STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THEIR HEAD. ANCHOR SCHEDULE- CONCRETE SHEET 13 ANCHOR SCHEDULE- CONCRETE SHEET 14 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 31.7 ksi AND 35.7 ksi ANCHOR SCHEDULE- CONCRETE SHEET 15 FOR 6005-T5 ALLOY. ANCHOR SCHEDULE- CONCRETE BLOCK • 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AI51 SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 ksi MIN.TENSILE ANCHOR SCHEDULE- WOOD SHEET 16A STRENGTH&SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. SHEET 16 ANCHOR SCHEDULE- WOOD SHEET 17 6.BOLTS TO BE ASR)A-307 GALVANIZED STEEL, OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH, INSTALLATION DETAILS M-R, WOOD SHEET 18 INSTALLATION DETAILS S-X, WOOD SHEET 19 7.SEE THE FOLLOWING,SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE 0: 13,14,15,15A16,17&2BA END CONNECTION DETAILS 7-12 & X,WOOD SHEET 20 IFA BLADE I© :26. HV BLADE Q&® WORKING IN UNISON: 13, 14 & 16 AREA 3: HV BLADE(I ONLY 8.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT#6'779,582.COMPONENTS OF THIS APPROVAL ARE COVERED.IN WHOLE OR IN PART BY U.S. PATENT#5'458,179 ISSUED TO TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 21 EASTERN METAL SUPPLY,INC. INSTALLATION DETAILS AA-GG, CONCRETE SHEET 22 • 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 CENTERMATE DETAILS HD SHEET 23 SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. END CONNECTION DETAILS 1-6&X, CONCRETE/BLOCK SHEET 24 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER.TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL MAXIMUM SPAN TABLES SHEET 25 HV AND HD CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. ANCHOR SCHEDULE, CONCRETE SHEET 26 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9,3 OF FLORIDA BUILDING CODE.ONE LABEL � SHALL BE PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. AREA 4: HV WINDOW BLADE UAV 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 TYPICAL WINDOW BLADE& WINDOW DETAIL SHEET 27 WHERE PERMIT IS APPLIED TO. TYPICAL SHUTTER ELEVATION SHEET 28 13. (a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.ED. (b)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 ARTA 5: HV WINDOW BLADE(-)ONLY FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. INSTALLATION DETAILS, METAL STUD WALLS SHEET 28A (a)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL THIS DRAWING SHALL ONLY BE USED TO BE RESPONSIBLE FOR THE PROPER USE OF THE RED. ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC OBTAIN PERMITS IN THE STATE OF FLORIDA DRAWINGS FOR REVIEW. (e)ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE'�OFN 'EKZ1JFER OF RECORD THAT PREPARED R. eli-'��. 11L4-0. FLORIDA BUILDING CODE (High Velocity Hurricone Zone) 1\L Qom` ••., ••• .. Sy 02017 TILTECO,INC.(ENGINEERING) OD 2017 EASTERN METAL SUPPLY, INC. �\G4416 BERTHA H!/TM tr / I L E C® 1 N ` A,S.S.,A, Accordion Shutter System H.V.BLADE#1 W/OR W/0 H.V.WINDOW BLADE&H.V.BLADE#2 o'•, \\i American Shutter Systems REY.No DESCRIPTION DATE DRAWN BY: LC. �1 t. TILLIT TESTING & ENGINEERING COMPANY rD•'•••t Rt ••4v\1\ 6355 N.W.36N.51.,61e.305,5106506 WRDENS,FLORIDA 33166 Association, Inc. I OLD 15-070 07/26/17 DATE: 07/26/17 ��`n •.,,,,,.••''``��LIL1 Phone:(305)871-1530.Fax:(305)871-1531 4268 West. Roads Drive 2 VS' fG\\ L c-mol:LilIecoOool.eom West Palm Beach, FL 33407 3 DRAWING No G�/ORAL r7 LLL ERWALTER -00A.000 19 ut Jr.P.E Phone: (800)432-2204 . Fax: (561)209-8380 4 17-102 L P.E.SEAL/SIGNATURE/DATE FLORIDA Ile.B 44167 5 SHEET 6 1 OF 28 4. 3'e FOR WNCOW BLADE© 'nl ,,, • VARIES 1.9 8 1 491' IT A $_,..i. 0 0 06 6 s. '4 lAar. p'.o o •_ I • 0.454• C�-______.° __ .090 il t"_-_ 4.371 1 ) o,SS4• 08'11 x334• 4.371 �q54' fLo.) o -1�. `? 01 �l o 4.857• C¢ 4.857 ... O. �;p� 1Q HV SOLID BLADE .75 ' ' , ( HV 90'/180'.STARTER COVER D UNDER US PATENT # 5458179 ®HV BLADE ®HV UNIVERSAL'FLOATER - �A HV WINDOW BLADE* COVERED UNDER US PATENT 5458179 QUALIFIED FOR USE W/ HV BLADE 1O&02 ®HV DIRECT MOUNT HV QUALIFIED®OR USE W/ •SEE LIMITATIONS OF USE OF BLADE ON SHEET 28 6005-T5 ALLOY AND TEMPER 60 BLADE L & 6005-TS ALLOY AND TEMPER 6063-T6 ALLOY A D TEMPER QUALIFIED FOR DE oUSE 1�W/ HV 6063-T6 ALLOY AND TEMPER 6063-16B�ALLLOY AND TENPER .12q . 3.556' 3.226• 1.500' •P I _. i ��• 670• ,, o .670I .,, {.•11 2.226' ca - OBS• I• ?4 v 2..rA. o inI 1 . PI (TYP') 0 994' .p--, ITIF nNv+ 4.897• IEMIN 2.092' .i 0 0 1-1. I 3.226• O7 HV ADJ. ADAPTER W/LIP 120 1.375 ©HV ADJ. FLOOR TRACK QUALIFIED FOR USE W/ HV ®HV WALK-OVER TRACK �-I- / BLADE 01 & 20 QUALIFIED FO SE W/ HV O HV TRENCH TRACT( QUALIFIED FOR USE W NV 6063-16 ALLOY AND TEMPER BLADE FOV &Q QUALIFIED FOR USE BLADE 10& 20. 6063-16 ALLO AND TEMPER WI HV 6063-T6 ALLOY AND TEMPER BLADE10&0 ONLY. 1@ HV RAINGUARD n 6063-16 ALLOY AND TEMPER QUALIFIED FO USE W/ HV t.9iT "I VARIES 1.936 BLADE 1�&02 1' 1.91 VARIES 1.936• 0 083' 083• v Max. q __ 6063-T6 ALLOY AND TEMPER I•lTrI „NII . .083' ,2 I .OB' • P� .093'ml! ' N� 2 111111111.11 lu4 L o n m��L � 1 Cal ... m .140' p,y1A 6 m l o n 670 s ' .,0,...,-,---,-, 03._0 �� 140' s uO. 1.686' 0 .060' - m 1 'I -J G> 0.214 Li 1. U 630 0 c I 3.570' I 3 9' •'i 11 HV CEILING HEADER ;4�• Ol,'• Q(7�iIFIED FOR USE W/ HV BLADEnONLY, 0 HV HEADER/SILL 13 HD CEILING HEADER/SILL 3.581• SEE SECTIONS FOR VALID! QUALIFIED FOR USE W/ HV BLADE10ONLY 6063-16 ALLOY AND TEMPER 6063-16 ALLOY AND TEMPER QUALIFIED FOR USE WI HV BLADE® 14 HD WALL HEADER/SILL 15 SHD CEILING HEADER/SILL SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADE D& 20 6063-T6 ALLOY AND TEMPER BLADE Ol ONLY. 6063-16 ALLOY AND TEMPER 6063-16 ALLOY AND TEMPER COMPONENT A 8 T1 T2 BLADE X Y t • MN.XMNY MNt OBLADE0 t' t' 0.062' r 2' 2' 0:125' L 117}9J 17 2' IS'MAX. 1/8' 1/B' HV 10 3• 3' 0.090' 16 SIDE ANGLES la 2• 15'MAX. 0.192' 0.192' IN 2O � x QUALIFIED FOR USE W/ EN 19 ILLI! CORNER POSTS BLADE 01 & 20 ALUMINUM ANGLES 2.5' 7'MAX.I0.190' 0.190' 1N01 QUALIFIED FOR USE W/ NV 6063-16 ALLOY AND TEMPER QUALIFIED FOR USE WI HV BLADE Ol & 20. BLADE (SEE SCHEDULE 7 6063-16 ALLOY AND TEMPER 6063-16 ALLOY AND TEM61 f'�t� FLORIDA BUILDING CODE(High Velocity Hurricone Zone) . tr��f1 /�".,� {\\{�P�:•PP\�CNc• ✓9 i 0201711LTECO,INC.(ENGINEERING) ©2017 EASTERN METAL SUPPLY, INC. ,� G VF BERTHA HVTM 44167 ������/� / IL E C 0 �N�. /', Accordion Shutter System 1*i. H.V.BLADE 01 W/OR W/O H.V.88(008 BLADE&H.V.BLADE i2 (�J {a\\ American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY: LC. 13,..... � 44 `{\ TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 13-079 07/26/17 DATE: 07/25/17 . \ 0355 N.W.30th.SL.51•.305.VIRGINIA 5905015.FLORIDA 33166 1:046.;' C� { 426B West Roads Drive s --�n •,.......... ��,�.{{{ Phone:(305)871-1530.Fax:(305)871-1531 DRAWING No et..,UUo-man:tntceo0aol.com West Palm Beach, FL 33407 ��� S/ONAV�F 1' EB-0006719 Phone: (800)432-2204 . Fox: (561)209-8380 4 17-102 �F 1• WALTER A.TWT Jr.P.E. P.E.SLe/SIAIl1URE/DATE FLORIDA W.8 44167 _ 5 2 SHEET OF 28 _- _ _ 4.6• ____ - - 929' _ _ _ _ __—_ _ __ - _ _ _ - -- __ 4,576' 745' .293' I/4•-20.1/• t/4•-20 •E LAST 2.293• .745' � �0.334• S J S. THREADED HOUSINC ENAMEL 1/4•-20 =1 FLAT H. BAKED PAIRED `0S • r (2 lYPJ mt = HOUS�ENAMEL 410' "8 I `8 f Q: m �I BAITED POINTED /� • cy} ��®!} y FI =1CRESS TURN �S?, .062• N y�j ,.Oro b IL li :•1 n I��i��l ■I■�I�!' KNOB. vily 1.325" ., • c o6ti q m .318 =I C: • BRASS CYLINDER — BRASS CYLINDER 0.--" - o - - - O'454'R ` .4...�.F:.�. MKEETSD)(CHROME (CHROME PLATED) 21 HV CENTERMATE ,,,, O) —� ' ;ir�� ,p, mu ® HV LOCK ® HV EGRESS LOCK QUALIFIED FOR USE W/ HV BLADE®&8 ONLY 2 ED HV FLOATING CENTERMAT o" 6063-T6 ALLOY AND TEMPER QU IFOR USE W/ NV BLADE 1 & 1A ONLY e' MI QUALIFIED FOR USE W/ HV QUALIFIED FOR USE WI NV BLADE 0 Sc 0 ONLY. BLADE Q& ®ONLY. 6063-16 ALLOY AND TEMPER (2 ) HV CORNER CENTERMATE QUALIFIED FOR USE WI HV BLADE�1 ONLY 250"O.D. 2.874" • 6063-16 ALLOY AND TEMPER _ . 1B• • 0 16' PLASTIC HEAD 1.756" .922' 2 MOLDED TO m; .,..,$f-' • _ 4.045' SCREW �� i� r x) tom'I . r 061 o NO'. 0s, � 1 4" 2M .3 4" BEFORE RIVETINOAFTER RIVETING ig n / /S.S. THUMBSCREW 1/4"0-20 RIVNUT• J *SERIES 9444 ALUMINUM(2024-13 ALLOY)LARGE FIANCE 11410 1.750• I - � 2.750 I 'ai -- ___ _p_ en SHEET NUTSERT,PART e 0620,AS MANUFACTURED BY AVDEL PLAN 'Y FRONT ELEVATION • HV MALE "T" LOCK CENTERMATE _•• _ __ CHERRY TEMORN,PARSLPPENY,NEW JERSEY 07054 OR EQUAL.. 27 LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE WI HV BLADE OONLY ® HV FEMALE "T" LOCK CENTERMATE 0 H "T" LOCK ® HV ALTERNATIVE CI( QUALIFIED FOR USE W/ HV BLADE @ONLY 6063-T6 ALLOY AND TEMPER • QUALIFIED FOR USE WI HV BLADE(1�ONLY QUALIFIED HV FIILADEOR USE Y. QUALIFIED FOR USE W/ NV 6063-T6 ALLOY AND TEMPER 6063-16 ALLOY AND TEMPERR'' / Q BLADE 1 ONLY. 1.9171.917• — g 3.161 , m • F-71111'.2 • �m v '• �, `) MINDERROR .063 .062• .n �1 .214" .214" m 11.3111117_,I114 �•• 11�'�' KEY CYLINDER L— _]� n ') m .n .545' ��< 0111.11111111 n • e •F, N , . . Q c 0.875"Min. TI .405 m u 8 D m 1 .125"Max. 31 HD CENTERMATE W/ NO LOCKING/10DFi? HO CENTERMATE W/ LOC I G 0 O a N QUALIFIED FOR USE W/ HV BLADED, to & QUALIFIED FOR USE W/ HV BLADE®. .. &®2 6063-16 ALLOY AND TEMPER ® HD CENTERMATE S INSERT I 6063-i6 ALLOY AND TEMPER O O �_�1l VARIES. 12'MIN. QUALIFIED FOR USE W/ TEMPER BLADE 1 1A &10 1/4"0-29 S.S.DR 3/8'4-t0 1.130' 6063-16 ALLOY HAND 1-�� 1 1'1.,,I� THUTABTURN tl/2' • p . (SEE TAILS) REYYS. CYLINDER Q(SEE DELVES) OO -- oCYLINDER 1.57 Mm.--=-tia ALEmIL. ._ *1 1.78'Moo. S ® LOCKING RODS1..,376.0 JJJIIF--1/4'° ® HO LOCK QUALIFIED FOR USE W/ HV BLADE0&0 © HV 3/8"O-16 ACETAL HV 1/4" 0-20 AIS) 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. 6063-16 ALLOY AND TEMPER THUMBSCREWS cERIES S.S, THUMBSCREWS QUALIFIED FOR USE WI HV BLADE O, 0&O2 Q INSTALLATION WILL REQUIRE A 7/16" HOLE QUALIFIED FOR USE,y'/iyjtj,. t4DE 1Q&Q QUALIFIED FOR USE WI HV BLADE(I)&© . ' -- D ILLED AT TRACKS FOR PROPER EMBEDMENT j1I4A T`'�=�C,/� FLORIDA BUILDING CODE (High Velocity hurricane Zone) A�111Q'�1G •"'••..•,&1:7,, 02017 TIETECQ INC.(ENGINEERING) 02017 EASTERN METAL SUPPLY,INC. ,,,� :: GENSF A S S A BERTHA HVTM L E C O INC. A.S.S.A. Accordion Shutter System •k H.V.BLADE ji W/OR 1YJ0 HY.WINDOW BLADE&H.V.BLADE#2 *• F TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.No DESCRIPTION DATE DRAWN-ITN: LC. _ 0�.,d��S1 , Association, Inc. 1 OLD 15-075 07/26/17 DATE: 07/26/17 4(A Y 6355 N.W.360.SL,Ste.305,VIRCRM CAROMS,FLORIDA 3316E /� Q` 1 4268 West Roods Drive q Z. Q �Qfl�O•;• '-4 A Phone:(305)1171-1530.Fox:(JOS)871-1531DRAWING No ' • - � • ••• � 1A a-mob:UltecoClad.com West Palm Beach, FL 33407 ( 3 SS�OHAt� tt1WALTER A SLUT Jr.P.E. Phone: (800)432-2204 . Fax: (561)209-8380 4 17-102 ' P.E. ste/EIGY YdRETJOATE FLORIDA Uc.a 44167 6 3 SHEET F 28 1 • • 3/8"o al 38 tij SHUTTER ASSEMBLY SCHEDULE FORII4,10 I ! • � . HV O, HV CAS AND HV (2) BLADES. II11 iiii 3`�I� 1111 ;j; �U n 1Q HV BLADE 1 II II gni N 3 I I;. HV BLADE 1A Il Ii Nmo I Q HV BLADE 2 Q® or@ N EI 38 HV LONG RECESSED NYLON BUSHING f-Ili " 315'0 39 HV.SHORT RECESSED NYLON BUSHING EXTERIOR I o� L'-J i '1� 40 HV NYLON HAT WASHER a70•m al 47k0 b ! I°o 41 HV WHEEL CARRIAGE AISI 302-303 SERIES Y- I� 0.870"x3/16" THICK NYLON WHEEL. 1I1 39i X38 0.188"0 AISI 302 SERIES S.S. RIVETS ®3 Q® or© 1 ® or ®3 (I (SEE NOTE FOR i 11 III hEQUIREMENTS) 1 Q® or Q I ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD * 11 # I n�n I� EXTERIOR @ HV 2 3/4" ACCORDION PIN W/ #8 HEAD * ""mmenammo"" Zx -I 'V I ® POLYCARBONATE IMPACT RESISTANT HV WINDOW 1111 I'� � I Q® orQ (SEE SHEET 27) 38 Nom& 1 H 38 * Y PIN EOUIR ENTS AT EXTERIOR BLADE KNUCKLE FOR TYPICAL SHUTTER ASSEMBLY 101 ID HV] HV &FIV Z BLADES. SCALE: 3/8" = 1" {g 3R- HV HVTEPIR( EX3 OR®AT (1) HV PIN 0 SHALL ALWAYS BE USED AT ALL TERIOR _ il BLADE'S KNUCKLE. BOTTOM KNUCKLES OF 14VACCORDION SYSTEM W/HV 1p OR 00.324" IP 0 if (SEE NOTE * FOR HV®BLADE. .048" ��� £` REQUIREMENTS) ® ® \��( I (2) HV PIN MAY BE USED IN UEU OF AND ONLY AT • I EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/HV® 1 BLADE WHEN CORRESPONDING TO INSTALLATIONS "CC"AND "DD", •'8>,. 9 w 111 I SHEET 22. ii! (3) HV PIN (S�7 OR®W/ 1/2" 0.D. 1/16•THICK S.S. WASHER II• I t SHALL SE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, WHEEL CARRIAGE DETAIL ASSEMBLY LAYOUT SHEETS 11 & 24. N.T.S. • N.T.S. 11#111/$4 flclij/ A.TIL/iii.....'% FLORIDA BUILDING CODE(High Velocity Hurricane Zone) 11,11 PN.,\t.,,.•.., _$ 02017 TILTECO.INC.(ENGINEERING) ©2017 EASTERN METAL SUPPLY. INC. `�%‘. ; �CENSF.•'••:Q , BERTHA HVn+ . I L E C O �. A.S.S.A. Accordion Shutter System *: * ? H.V.BLADE#1 5/OR W/0 kV.WINDOW BLADE&H.V.BLADE 02 TILUT & COMPANY American Shutter Systems REV.Ne DESCRIPTION DATE DRAWN BY: LC. 10 9� F Losc Association, Inc. I OLD 15-078 07/26/17 GATE: 07J2e/17 A [. I'Ts R.W.Taw.TESTING Ste.30 5.ENGINEERINGIRIRORIDA 33165 • F� P: v ,, Phone:(30S 871-1530.Fox:(305)871-1531 4268 West Roads Drive 2 ,, �R`O•'c;.-1,1 a-m-R:tnteco0aol.com ) West Palm Beach, FL 33407 3- DRAWING No �tJs/•'•� •••�v t,ll EB-0006719 Phcne: (800)432-2204 . Fox: (561)209-8380 17-102 1 ONA4 /r WALTER A.TILLR Jr.P.E. P.E. S07/EIGIAIYRCQHATE FLORIDA Lie.g 44167 5 SHEET • • 6 4 OF 28 • • - • ® « � ir- NOTES ON HV LOCKS AND CENTERMATES: 0, \�3' ©' 1. MANDATORY CONDmON/1. ONE HV LOCK 27 or j SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN 5" 7 «��© OR 12'ABOVE OR BELOW 2 OF SHUTTER SPAN FOR SPANS UP TO 105',AND FOR INSTALIATIONS.AT ANY ELEVATION. HV LOCK ar MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO 1 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 1 /._._.!. I .� _ TYPICAL SHUTTER ELEVATION. (D I Ir i!� 4 , 2. >rt 16«� ve JRL I LMJTIo MANDATORY CONDTnON 12 ALTERNATE�O MAN TORY CONDITION 1 ALID f�NLY FOR FLOOR/CEILING INSTALLATIONS. TWO HV LOCKS 124 OR OR ONE HV LOCK OR RS W/ TWO ,�� LOCKING RODS 0_3 AT TOP & BOTTOM SHALL BE ALTERNATE; FOOORRR ANY SPAN AND INS ALLATIOTJ AT ANY ELEVATION. liet, �' ' HV LOCK 3 OR ®SHALL BE ATTACHED TO 9 OR V CENTERMATES W/ SAME SPECIFICATIONS AS PER plea Nva MANDATORY CONDITION //1. LOCATION OF LOCK LOCKS AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL N - V SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE #3 ON SHEET 12. II — oa�5 oat h oa 0 oR®x �� / .0 3. OPTI �O $NAL CONDITION#1• IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES. UP TO TWO HV LOCKS KKSSS .4 .Q OR L RSZIN MAY BE USEN D TE (N1 INSIDEOR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES til II LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. E. 8 � T5, ',.;'... E 0 4. OPTIONAL CONDRION #2 ,(ALIO ONLY WHEN ATORY CONDITION /1 OR LIMITED MANDATORY CONDITION I #2 W USED W/TWO H.V. LOGKS): LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY KDc-NYS -.3 -9 BE USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE. LOCKING RODS 10 OR AN ALTERNATIVE DEVICE 3m 55 � �5 .MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). o d 330-9 "'`' 9 31202 5.MANDATORY CONDITION#2. ONE NV LOCK ®SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN _ lO I ggI AND INSTALLATIONS AT ANY ELEVATION. HV LOCK 2 or 43 SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, �1 K-_,,,„, c� _ Noo_Ny0 R ATTACHED TO Q CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2'LONG FLAT HEAD SS. M.S.TWO LOCKING RODS Ig �C7'I7"-- �� g3 AT TOP & BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. ( / Sa EUSPI MAXIMUM SHUTTER SPAN SHALL BE,DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. /7 &I I I ® n 6. �g$�ALTERNATE TO MANDATORY ONDTIION 41 VAl1Q QNIY FOR HV LOCK®W/SYMMETRICAL CENTERMATES�)i II OR 6A; ONE ALTERNATE HV LOCK MAY BE USED IN LIEU OF FIV LOCK RM or FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.AL RNATE LOCK® MAY BE USED AS.AN NSIDE OR OUTSIDE LOCK.ATTACHMENT .—_—_—__-1, -- -�_ 1---j - I "'"•,. ` OF 1/4'0-20x3/4'S.S.THUMBSCREW TO®OR�CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4'ALUM. SEE END RIVNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO CONNECTION LOCKS AT 1/3 OF SHUTTER SPAN. DETAILS ON Looc* o' 0' J 0' p'0' Q. 0> 0 0' ©1 Or SHEET II TIP. *NOTES ON HV "T" LOCKS AND CENTERMATES: FULL HEIGHT. 41.SECOND ALTERNATE TO MANDATORY CONDITION 41 VALID ONLY FOR HV r LOCK CO .AND CENTERMATES®AND E OF CORNER ONE ALTERNATE HV T LOCK Q�MAY BE INSJALLED IN LIEU OF HV LOCKS®OR FOR ANY SPAN AND uNINREo WIDTH CENTERMATE I STALLATIO AT ANY ELEVATION. ALTERNATE LOCK p0 Y BE USED AS AN INSIDE OR OU IDE LOCK.ATTACHMENT OF LOCK 1Q INCLUDES USING REINFORCING LOCKER- ,AS SHOWN ON SECTION MC, SHEET 9,WHICH MUST BE Qoa®Da©•O7 w®aa 10 *03 01 CONNECTED TO CENTERMATES�AND®W/ 1/4'0-20 x 1 1/2'LONG S.S.THREADED BOLT W/ 7/8'0 x 3/32' WINGNUT OR W/1/4"0-20x1"S.S.M.S. INTO A 1/4"Ox 5/8'RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' 10`15oa 17'R J«77'15 ex MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS(�5't TOP AND BOTOM IS MANDATORY. • ©.®.@"®.®•0" *NOTES ON HD LOCKS & CENTERMATES: �'0"0.O01®'O00 1.}1D LOCKh�(�W/HO CENTERMATES ') OR W/�3 : ONE ALTERNATE HD LOCK 3° MAYBE USED IN LIEU OF 0'0"(D"•Otl11 J•0S ORO NV LOCKS CJ OR(251 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK®MAY BE USED . AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK�TO(J IS W/3 B8 x 3/9'F.H.S.S.M.S.,AND INCLUDES TYPICAL n HV BLADE SHUTTER -ELEVATION REINFORCEMENT INSERT®AS SHOWN ON SECTIONS HDD-NV AND C-NYC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS®IS COLWLETELY OPTIONAL N.T.S.- . t0 j1j11 Pk.71/:iir.. FLORIDA BUILDING CODE(High Velocity Hurricane Zone) e` 11 Pte' ••"•'••"''`�✓9 i ®4017 TILTECO,INC.(ENGINEERING) 152017 EASTERN METAL SUPPLY, INC. .•••)cENSF z BERTHA HVTM s� No,44167 / \ A S•S A Accordion Shutter System Jo ;* ' I L E w O INC. A. ■ ■ ■ H.V.BLADE#1 W/OR W/O H.V.WINDOW BLADE&H.V.BLADE 02 j American Shutter Systems REV.Ne DESCRIPTION DATE DRAWN BY: LC. •11�1.% ;•[(,y � TILLIT TESTING & ENGINEERING COMPANY . Association, Inc. 1 OLD 15-079 07/26/17 DATE: 07/26/17 ti• �/ 1 6355 N.W.366.SI..510.305.VIRGINIA GARDENS,1L0PoOA 33166 LOIC .........Vit' : ��11A Phone:(305)871-1530.Fox:(305)871-1531 4268 West Roads Drive 2 DRAWING No Z�s(f ` ,1I a-man:17teco000I.com West Palm Beech. FL 33407 3 7 s'�ONAL�`.�1'' EB-a0067t9 Phone: (800)432-2204 . Fax: (561)209-8380 4 17-102 S� 1 WALTER A.TILER Jr.P.E. P.E.SIXOSIGNATURE/DATE FLORIDA Lie.4 44167 5 SHEET 6 • 5 OF 28 . POURED CONCRETE , POURED POURED OR CONCRETE REQUIRED CONCRETE BLOCK • 1/4'0-20x3/4'SS. ------������ CONCRETE\ REQUIRED CONCRETE ANCHORS I CONCRETE ANCHORS MACHINE SCREWS REQUIRED I ,� SEE SCHEDULE ON / r•' /' / • (SEE SCHEDULES ONW/ / 1 4"-20 r ,: - CONCRETE ANCHORS '; % / / SHEET 13) r r / SHEETS 13& 15A) NUTS O 12"Q.C. , / ! (SEE SCHEDULE ON SHEET 13) I / / / / r �- i i // 1" / f rri f Nin. • r . II ®OR14 �/' ,r ,%� Min. 1'/4'0-20x3/4"S.S.' /' / Nigh 1 __ DR 18 EQ • MACHINE SCREWS r Q / r . "e O USING 1/4"-20 NUTS r -;- �' r ill' .250"Max. rMI ® oR ® , 017.00 3 {pO'7 15 / / i/ , ilii 1111-I E.D.!' 1(J� � c.Il E. D.!'' ! c--r—j_ {l� .250' /////././r"rf /171/./.!\ FI NH .25D"Max. fir/ / Max. I p / /E.D.•/' (1 NN / HII !t //I OPTIONAL / r' j OPTIONAL '�. 4(1i / / B AVE SEGAPATION r ./ MKT:: ep{Frx n a ON 5-EDT I TO GLASS 9 (SEE SCHEDULE ON 0 �I 12 FOR BIADEQANO Q OR (3* EXISTING SHEET 72) EXISTING I `� MIN.SEPARATION O GIASS� . . C1A55-� O&® O GLASS "---(SEE TSCHEOULE ON . EXISTING SHEET 12) GLASS' ©HV WALL HEADER INSTALLATION • QA HV WALL HEADER INSTALLATION © HV WALL HEADER INSTALLATION . EXISTING EXISTING ^ I I .J,', nis GLASS—; 1 LEN. SEPARATION ,4. —r1 GLASS—) LEN.SEPARATION 4' I 1 EXISTING TO GLASS I • TO CLASS(SEE OR 'Vr' O GLASS (SEE SCHEDULE ON ' 1 BLADE 1 PND MIN.SEPARATION !I r I SHEET 12) i TO GLASS TI r 1 I e, Ili I CN IOC (SEE SCHEDULE ON ( r l r/ / ,1/r f OPTIONAL ,Y '1 t {8pj SHEET 12) E.D y I / // 8 _i E.D:• II r: i I l�yl IAox�J j /' r' /n I-i; a 1/4'Max. '/ /Lr • "4`- r1//// , xx // / f aPnO Ll % ----t1 ak 15• E.D.•',i r L '' .I' LEO EO • �% /, / I I /' �2�`/ 7� ®OR 3 r r 1 /r'/ I/ / % 1 Vag / ' .'r ' 1 1/4"0-20x3/4'S.S. I : / 'r�, Mme. / \ L PHILLIPS TRUSS HEAD / / 1/4'0-2°x3/4"S.S.PHILLIPS / / / j / -EO EO- MACHINE SCREWS USING I TRUSS HEAD MACHINE SCREWS / /r' / / /l / ©"Cl-6.9 /q ,�- CONCRETE ANCHORS / / CONCRETE ANCHORS (� V SEE SCHEDULES ON / / 1" 1/4"-20 NUTS O 12'O.C. ( W 1/4--20 NUTS O 12'O.C. (SEE SCHEDULES ON % / / Min. POURED CONCRETE SHEETS 13& 15A) POURED CONCRETE SHEETS 13& 15A) j /,/ / r OR CONCRETE BLOCK OR CONCRETE BLOCK NCRETE ANCHORS REQUIRED WALL REQUIRED OD HV WALL SILL INSTALLATION (SEE SCHEDULES ON OF HV WALL SILL INSTALLATION POURED CONCRETE SHEETS 14& 15A) OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION NOTE FaR`°MBINATI°"OF 56010.5: INSTALLATION DETAILS W/ 1-SEE SHEET 4 FOR TYPICAL SHUTTER * E D.o EDGE DISTANCE ' ASSEMBLY (SEE SPECIFICATIONS ON SHEET 14) • SEE LIMITATIONS OF USE FOR. .� �J`/ . . 2-MOUNTING SECTIONS CAN BE COMBINED BLADE CI ON SHEET 28 \1/ H Y BLADE IN ANY WAY TO SUR ANY INSTALLATION, NYYiiisi,,O Ilit 1.17.12: FLORIDA BUILDING CODE(High Velocity Hurricane Zone) �1!Q'� ✓ i 02017 RLTECO,INC.(ENGINEERING) - _ -02017 EASTERN METAL SUPPLY, INC. :����Ns BERTHA HV TM . 1.44167 /_1ILIECOINC. \ A•S S•A Accordion Shutter System " ; ■ ■ ■ ■ H.V.BLADE 11 W/OR W/O H.V.WINDOW BLADE&H.Y.BLADE fl2 y 1 : • \ 'American Shutter Systems REY.No DESCRIPTION DATE' DRAWN BY: L.C. ` -49;8. \ TICCIT TESTING & ENGINEERING COMPANY -/ \� Association, Inc. I OLD 15-079 07/26/17 DATE a7/2e/n It 1."/ \ 6355 N.W.31 T(.5)St11 1353, .Fax G 305)8 ROMA1-153 33166 -17i"Cr. 1' _,.�`��1\ ) ( ) 4268 West Roads Drive i DRAWING No ..11 Phone:(SDs 871-1530.Fax: 3D5 fi7t-7531 West Palm Beach, FL 33407 a-moil:tateeoOool,eom 3 • t.,ss/ON At.F',Ie. EB-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 4 1 7—'I 02 �r A,f WALTER A.TILUT Jr.P.E. P.E.fore Stfl(i(TURE/DATE FLORIDA Lie.#44167 6 GSH F 28 • _ POURED CONCRETE ANCHORS i MN 0 OR �. _ __. _ ._____ _ ._ _ ___ _____ CONCRETE (SEE SCHEDULE ON SHEET 14) TO GASS(SEE REQUIRED EDGE OF 11 9ME1 4i4%Li_______ ' .STAMM 0 1gaT • sew uatTO aN0 \ EXISTING “(SEE )00;'1..°7'71./,(7/..,/////2/. EO. • In ®10x3/4'HEX .,' ' //[/,�i' ;71f 7/%//�// LANCHORNp„p WASHER HEAD 7'�- {{����{{ O �I r� OR®OR® riEJ------1---,' 3/8�IG:.:7 12 CRETscRE A ® - Hry EXISDNG/ 11`U,.dx•� �� © CONCRETE ANCHORS (41111:1 I!, 1111 GLASS I/ Hp'pi •/u4 SEE SCHEDULE ON �.�//. HH , / /NII O '� SHEET 14) +'/'/ .I i• ! %/ •j ! OI;/� /� ',.///.././i ' //EXISTING ;'1 i, • �"'-i`:,/;..r 1 ` /11i-:/// / /`'//EQ: /��,.//F.:�/� EDGE OF `�. EDGE OF EDGE T. / %„/1 r/./1/2.-,,..,',-•'/ 1'1r,"' -././. l ; // i i //` SLAB IF ,,'/i/'//iss /' 1� APPLICABLE GLASS—.4 SLAB IF I ` r' • �` EDGE OF !/ � i �" � � /i i i % ,. ICH aPARADOtt INtl7 APPLICABLE / i//. •`,..-.-./ t/,,:____1/1, J //�, SLAB IF r '/ :� APPLICABLE '� ir/ , `i TO jl MR EiALEcr3 , /�/ / %i C.Oy/.' / ,` /: APPLICABLE !/iI % �._/ . .'. %;/// salOWE al 9iEr J ! ! //i/I ; •'`ii/ r'. .//// POURED '�/�//I�' •` � I W SLEET 28 `I, 0 OR iI CONCRETE 1 CONCRETE E.D.* I % r , 9ILX.SO&© I REQUIRED E.D' •D.«—J REQUIRED FIAT HEAD CONCRETE ANCHORSPOURED CONCRETE FLAT HEAD CONCRETE ANCHORS(SEE SCHEDULE ON SHEET I5) REQUIRED (SEE SCHEDULE ON SHEET 26) HV FLOOR INSTALLATION t QI HV WALK—OVER INSTALLATION 11 TRENCH INSTALLATION © HV CEILING INSTALLATION VALID ONLY FOR UP TO+7D, -75 PSF PRESSURE RATING & FOR SPANS PER CONCRETE ANCHORS SCHEDULE #4, SHEET 12 I (SEE SCHEDULES ON 1 aro .,r, O SHEETS 15& 154) t—LSCS ba®14E av EXISTING MIN. SEPARATION EXISTING MET 14 qg 1 GLASS - GLASS-1 MIN. SEPARATION EXISTING l TO CUSS �- TO GLASS GLASS—1 Q. j (SEE SCHEDULE • Q1 10 (SEE SCHEDULE 0 ' 'I`i l , SHEET 12) SHEET 12) �, II 1 ' p1 ,,4• . `r; / �(TJr uw. xi HEAD T4'HEX WASHER /i i 0 914zJ/4' HEX HEAO� I/ ''1 3/8"///I ,.I (i” \`Ih 2EADO.0 K SCREWS 0j`1'3/B'r' I HH' HH TEK SCREWS 0 9'O.C. / 3/ / f'`•''SI- / p•0 p 1/4. OR 1/4'0-20 S.S.M.S. CONCRETE ANCHORS (./ �__ _'' O, ]� 3/: 914x3 4'SA.S. /� iTT7,I7r� n Max (SEE SCHEDULE ON /1/2 i Ij — ®9"O.C. 1/2�I• LiJ � ll W/NUT 0 9'O.C. ^ I i ,, ,. I,i i __T�� SHEEP 18) Ir /%///1 OR 18 1/2.Ir 1. /j/r; 17 R 18 I I' / / / ,: / i / j • ((14x3/4'F.N.S.D.S. -/ / •i ;/ / /.: I/ / // / EDGE OF /// /,� / 0 9'O.C. '` / �' =1,7%8'' 1 7/B'� / / /` / —SLAB IF lr CONCRETE ANCHORS - • I SEE NOTE jr, / ` / J / / / / / APPLICABLEA EE NOTE 13(b) • POURED CONCRETE ON SHEET 1 13(b) / // ///' / / // D. / POURED CONCRETE-2 (SEE SCHEDULES ON ON SHEET 1 OR CONCRETE BLOCK / I E.O. OR CONCRETE BLOCK SHEETS 15& 18.5) REQUIRED ` i______,_____—,,'' - REQUIRED OPTIONAL-1 POURED/ 0 HV WALL FLOOR INSTALLATION © HV WALL WALK-OVER INSTALLATION CONCRETE REQUIRED HV RAINGUARD INSTALLATION t eua: INSTALLATION DETAILS W/ NOTE FOR COMBINA110N OF SECTONS: THIS INSTALLATION SHALL BE H V 8 LA D E •E.D.=EDGE DISTANCE REMOVABLE WHEN PERFORMED 1- SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 14) - ADJACENT TO AN OPERABLE EXIT .• SEE UMITATIONS OF USE FOR ASSEMBLY • ///////"0„ 'f OR ENTRANCE BLADE to ON SHEET 28 - -- : -- -- IN A- NYuW YNG TO SUIT SECTIONS ANY INSTAE LLATION. 14 /..- f. 111.//).--- 1.//).- FLORIDA BUILDING CODE(High Velocity Hurricane Zone) —il\4..�\GENSF•.... y 02017 TILTECO,INC.(ENGINEERING) ©2017 EASTERN METAL SUPPLY, INC. No.44167 • BERTHA HVL+ f;/ 1 L E C O INC. ` . , . . Accordion Shutter System H.V.BLADE#1 W/OR 1'1/0 H.V.WINDOW BLADE&H.V.BLADE 02 /£$ �� American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY: LC. TICCIT TESTING & ENGINEERING COMPANY DP•:: Association, Inc. 7 OLD 15-079 01/26/17 DATE: 07/28/17 L 6755 N.W.36 5L,Stn.305,VRGV N CARDDa F1DR 0A 3]7 Ba :.. ... ..•'aG..�Lt PRana:(305)871-1830,Fax:(305)871-1531 4268 West Roods Drive 2 a� c , mai:TOLec0000I.com West Palm Beach, FL 33407 3 DRAWING No ".._ O1y A�-`,.• WALTER 16 P.E. Phone: (800)432-2204 Fee: (561)209-8780 4 17-102 ii 111• P.E.SEAL/S rgil-PE/DATE FLORIDA LK.9 44187 6 7 SHEET OF 28 • SEE END WALL CONNECTIO DETAILS ON SHEETS 11 & 20 * SEE NOTES ON LOCKING RODS J©,NV LOCKS0 or OUT 90 �ti�s IN r INSTALLATIONS YY/ O HV **AND ALTERNATE KJ LOCK 0 ON SHEET 5. BLADE EXISTING GLASS BLADE W/ HV�1 CENT��/ERMATES CENTERMATES APPUCCAT DETNL N WITH BBLDE® 1 ;QoR®ooA©.DoH®NA6 .13aH G' • v!J OR `��.. SEE END WALL CONNECTION 10• 15 1©' 13 1©.1©an EXISTING GLASS DETAILS ON SHEETS 11 & 20 +, ©h®On Q.,0-10 0. 2-.2-xt/e-xo•-2 1, O I ,0-0-0.0-0-C,..® 3 1/4- 7' 6 1/2' (6063-T6 ALLOY)ALUM. 7' ANGLE W/(2) t/4-0 TAPCON 1/2. 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IN �� �L, © SHEET 12) SEPARATION ® �, L'/W* (INTERIOR) ®'®°R t 9'6: 0A 19'OS on®9 I TO CLASS 11 (SEE SCHEDULE OPTIONAL iii"' r' i A/ ON SHEET 2) (INTERIOR) I !! I .��,, -UTrANCHORS ,4lecarrPliMik Iv - A idright\ii I h a biAll 1 W. W6,1.''''& 1 I 0' 0 Isamu—MI IM91 .......... /.. ..<., 1 ® 04 , __C) ® OUT 6 1/2'MAX. SLACK , HVD rte OUT *LL1 III�EXTERIOR) HVE HVF** '`1��'`II4T" S EN''` ' ®2017 TLECO,INC.(ENGINEERING) FLORIDA BUILDING®O11 EASTERN METAOLCS VelocityHurricane Zone) F BERTHA HVTM No.44167 / S Accordion Shutter System �` r T E C O INC. * H.V.BLADE'1 W/OR W/0 H.V.WINDOW BLADE&H.V.BLADE#2 ��.-s--STA �1 American Shutter Systems REV.UIo DESCRIPTION DATE DRAWN BY: LC. '. �,., ,Q. i TILLIT TESTING & ENGINEERING COMPANY eitifio •'(-.(j 41. 6755 N.W.30th.Al.,Ste.305.NRGI•\N GARDENS,FLCR:DA 33160 Association, Inc. I OLD 15-079 07/26/17 DATE: 07/26/17 '......... M �1 Phone (305)571-1530.Fa.:(305)671-1531 - 4268 West Roads Drive 2 1 DRAWING No QV EV' 1 e—moil: 0006OooLcom West Palm Beach, FL 33407 3 �� IVAL 1°FJ III Ee-0006718 Phone: (800)432-2204 . Fax: (561)209-8380 1 7-1 02 '--"'.K. /.AIi WALTER A.TIWT Jr.P.E. 4 P.E.SEAL/SIGNATURE/DATE FLORIDA LIc.g 44167 5 SHEET • 6 8 OF 28 • ALTERNATE INSTALLATION W/HV "T" LOCK O. HV SEE END CONNECTION DETAILS ON SHEETS 11 & 20 MALE/FEMALE "T" LOCKS CENTERMATES 28 , 29 & LOCKERS J) W/ Co HV BLADE * ., ^ EXISTING GLASS OUT g. az„„ IN II`� BLADE'1QSLACK DETAIL I-IVF, INDICATED ON SHEET B, (lll...q--� AS WELL AS UNIVERSAL FLOATING BLADE(. DETAIL HOD-HVD , (\.(1). (2/43-0.® )o 1 D .O3 0a INDICATED ON SHEET 10, MAY BE USED WITH THIS ALTERNATE (5 en&©os©.©ce INSTALLATION DETAIL NYC SHOWN IN THIS SHEET. ©' 70'Q"l©'0' 1 " SEE END CONNECTION DETAILS ON SHEETS 11 & 20 '�+Q 2'xZ'xt/0'x0'-2 I ®♦Oce O.OoR19•®oa® (6063-T6 ALLOY)ALUM. 1 ANGLE W/(2) 1/4'0 TAPCON1/2• I } ANCHORS TO CONCRETE L • (TOP/BOTTOM)& (4)@10x1/2•S.M.S.TO TUBE • I 8100/4'S.M.S.® 12' O.C.FULL LENGHT. * MIN.SEP TION AT EACH ANGLE.(TYP) I N 11)1*HV "T" 30 HV "T" ro cS5 `r` ff/ LOCK (INSIDE) 0 ® LOCK (INSIDE) (SEE SSCH HE Du1g ON L ilri a ED 9 t/z ' t/2. � mane , /4 "—I-Trciiirtei 411416 ►rA ® ® 'i OUT ® ` 6 IN 1/4" 0-20 x 1 1/2" S.S.M.S. 'a NYLON SCREW HEAD MR W/ 7/8"0 x 3/32" WINGNUT. MN * SEE NOTE 6 FOR ET LOCK() 30 HV "T" LOCK (OUTSIDE) 26 1/4" 0-20 x 1" S.S.M.S. * ^r^ LOCK, ON SHEET 5. W/1/4"0 x 5/8" RIVNUT f. .5_y)HV "T" LOCK (OUTSIDE) t SERIES 9444 ALUMINUM HVG* (2024-T3 ALLOY) LARGE FLANGE THIN SHEET NUTSERT, PART 8 0820, AS MANUFACTURED BY AVDEL CHERRY TEXTORN, PARSIPPENY,NEW JERSEY 07054 OR EQUAL L ELo1IG//Q,70i//'/p,,''' ` 11L L�`. ni,�11�///7FLORIDA BUILDING CODE(High Velocity Hurricane Zone) �11�� •.\CjENs••;1101 02017 TLTECO,INC.(ENGINEERING) ®2017 EASTERN METAL SUPPLY. INC. 4` BERTHA HVTL•+ * 0 �418� c A Accordion Shutter System 71r :"* 'L G C® INC. ` ■ ■ ■ ■ H.V.BlA.OE 1 W OR W/O N.V.WINDOW BLADE k N.V.BADE#2 _ - li :,._ �� American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY: L.C. ,T TICCIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 15-079 07/26/17 DATE: 07/26/17 •.lit t' =�.t. ,1L Ina N.W.36th.Sl.Ste.300.VIRGINIA GARDENS.FLORIDA 33166 g26B West Roads Drive • nh• •�`�P F Phone (305)871-1570.Fax:(305)871-7531 2 DRAWING No -••S��,TA1.�t td' a-man:OuccoOaol.ecm West Palm Beach, FL 33407 7 _ EB-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 4 17-102 ' •••••• WALTER A.MLR Jr.P.E. P.E.SEAL/SIGNATURE/DATE FLORIDA Uc.@ 44167 50SH OF 28 • •SEE END WALL CONNECTION DETAILS ON SHEETS 11 & 20 0 1 I T �-r- EXISTING GLASS 90IN ( INSTALLATION W HV BLADE @-0-®.®-0-©•OO W/ HD CENTERMATES --- , 6 /' 4.©..03.0.3.00R SEE END WALL CONNECTION •0,QOO®` 7Q+ 18 DETAILS ON SHEETS 11 & 20 i I @.....@.®... -_---, „EXISTING GLASS O I 0.@.,„.....® 2'x2'A1/8"AO•-2" • I (6563-T6 ALLOY)ALUM. 1/2• 35* * ANGLE W/(2) 1/4.0 I — (OPTIONAL) l* (OPTIONAL) TAPCON ANCHORS TOMIN. SEPARATION i10 z 3/4'S.MS.O 12" TO GLASS (4) H.V. CONCRETE(TOP/BOTTOM) o.c. PINS TYP. (4) H.V. &(4)814x1/2'S.N.S. I / (SEE SCHEDULE ( ) I N TO TUBE Al EACH \� ON SHEET 12 ANGLE.(rrP) 0 AVM 6 1/2' PINS (TYP.)/� , 41111 ==11111 IIIMIIIMIIIIMMIL 4„..e.c--.›--—-—-—-—- 6";M F... -—. --—-—'..A. A El Lr gc_41 ei 1 I ST 14-.),, , ,",-'•. !17-113'i i 1._ ,c,-; OMNI— / ALMII11111 —_---_.7...- :::-- ' ' - 0 , (--)—\ ,,/ ' \„,f.: .. 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TICCIT TESTING & ENGINEERING COMPANY z 15 Association, Inc. 1 OLD 15-079 07/26/17 DATE: 07/26/17 �.• 8755 N.W.]6N.Sl.,510.]D5.NRDIMA WR0,7l5,FLaRIDA 3318E .110.."1 \ ( 47.68 West Roads Drive 2 ✓ \ Phone (305)871-1530.Fax 10.5)871-1531 DRAWING No 1,41 a-mae:DR,caOaolccm West Palm Beach, FL 33407 ] /ppq��� ,,' EB-0006718 Phone: (800)432-2204 . Fax: (561)209-8380 4 1 7—1 02 -,.� „e• WALTER A.TILOT Jr.P.E. P.E.SEAL%5(L`IOIRE/DATE FLORIDA Lie.g 44167 5 SHEET 6 10 OF 28 • / POURED CONCRETE --- - POURED CRETE ------ _-- - -- U RETE - • PO RE CON 0 RED CONCRETE POURED CONCRETE OR / �/ ! OR CONCRETE /•` OR CONCRETE n OR CONCRETE CONCRETE BLOCK WALL I fr BLOCK WALL REQUIRED BLOCK WALL REQUIRED �,• /L REQUIRED % / / � // BLOCK WALL REQUIRED \/ /' /// \� % % EXISTING GLASS % EXISTING GLASS /! / / i• / / •-2"MIN..' EXISTING GLASS CONCRETE ANCHOR' ,/�r /—EXISTING CLASS �/ / — /' ,j • __ / ® 16.O.C. r' 1_ / %' % / IAN.SEPAPAnON ��� /' r 1� �, 2'MIN., �I--� / TDGvss(sFE C/ �// /1"-1° / --c) MN.SFPAPAn0.V ! / SCHEDULE ON SHEET ij'� Amu.SEPARATION / fuL SE55(55N / 1 To GLASS(555 / ;' / 12 FOR&NDE(DAM I TO cross(SEE IE 0055 EE / EQ . EQ/ - SCHEDULE ON SHEET 1 16"x3'MAX. ON sHEET 28 FOR // / r/� 1 2 FOR H S i i 12 FORIE QY`SHFET ' '/ i / 10N SHEET 28 2 FOR BLADE FR (60 3-T6)CONT. I BLADES ® I / ON SHEET 28 1/2./ -1r // 10N S}ffET ze F�aR (LOCATE•AT t; 'BLADES(j..)& ALUM,CLOSER / HADF3 Ql k `/' HADES Q& EITHF�R SIDE I �. PLATE. (LOCATE 111tH in-_.` r I ' •• � V AT EITHER SIDE MIN OF 5) • 1/2"MIN.,I� ..• OF®) •I,, I I 4•USE 1"OR 2'MA%. "i810x1/2'S.M.S. I (As APPUCABLE)xz'x1/e"xo'-z• I ry-- _—_ tl 810x1/2'S.M.S. v __—_ I 16"O.C. _—_—_ I :------! ALUMINUM CLIP ANGLE I L, I 16'O.C. '��. I ��r, ! � (6063-16 ALLOY)AT MIDHEWGHT M� - -- 0 Ing. I 0 F \ (1) 61041/2'S.M.S.TO @ de \� (2)1/4.0 TAPCONS ANCHORS TOS WALL AT 1• "O.C. (LOCATE AT SEE DETAIL X FO i i ©' ` SIDE CONNECTION 0 OR ® EITHER SIDE OF®) I 0 OR 0 011- ' SEE DETAIL%FOR 0 OR �� TO TRACKS SEE OCTAL X FO' ® '''1,3,°‘®•®'"®:•10•@°' I SIDE CONNECTION O1�°1©•�'�'�'•�' SIDE CONNECTION 4 TO TRACKS ©•©"107•©" TO TRACKS 101@5`'©•©"17•@'y" p"p•0i"d",0•®" T"•r"p•Oa0"m•©" + 1D• 5� .@—@•O"©•©" It•10"©•©"(3•©" ©•70•©"©•07 •®a 0.07 •©"©•07 •@" ©•0•©"©.p•©" ©•0•©-0.0•©" ©•@'@•()"®•©°. ©•©"Q•0y"p•@" @•63°'@•C>`®•@‘. ©•e31."@I•®"®•©" (:)•@‘•@•@'"0.13)..® O•©"©•©°`@•10"O ®•@16"®•13"19•®"O9 10•01"0•I@3"1@•®"Og END CO, C 0 I T•I 10 END CONNECTION DETAIL 20 END CONNECTION DETAIL30 END CONNECTION DETAIL POURED CONCRETE OR 4 REQUIRED ONLY FOR SPANS GREATER THAN 12'-0" / / // CONCRETE BLOCK WALL EXISTING 0 Q /// %' -EXISTING GLASS, . /// r/'' / REQUIRED /r GLASS -, / / / I 61oi/z'S.M. / TAN.SEPARATION Xi:E • __ _ / ATO SEPARATION / ® 16'o:c. To GLASS(SEE > ---- y/ \ `M CONCRETE1/2'MN. ON%CET 28 12 FOR BLADE QAND // /r ON SHEET 28 FOR ANCHOR ® r - BlJ�cS Q k FOR 4 '' l - I 0 OR t 3 OR t( OR t, / I BLADES®&(13. 12.O.C. / r I C 6 "`I CONCRETE' ANCHOR \ / I /'!/ /EO it © • , ' ® 16' 1/2"MIN. - / O/ .C.! -'�,I / ,./r `--' �� O O O [ , / /�` / PAZ —_-_ !- / '` Lam \ j /,�i / EO OR H OR OR ` // ;r 2'LAIN. ' • SEE UMRATIONS OF USE FOR O •/ /2"MIN./ ■-- j .,,� • BLADE fA ON SHEET 28 'I ORt30R OR MOLL( j/ .© // ./ O OR ®' PLAN v, (3,•,®•10°'®°•10•43°' DETAIL X • POURED CONCRETE OR 0 OR ©"(4"©•0"O��,"1E-0•10"011 110'©°'©'end"3•©" END INSTALLATION CONCRETE BLOCK WALL \__1010, "©•Q,"lJ 0" ©•710•©a'©•70.01°' REQUIRED e•p"©•®"p•©" 1 HV BLADE OR HV WINDOW BLADE INTO ©.®"©.°p"®.•©o O•©"Ei•©"+G�•ID"O O CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 0 p•v"09.2",09.10"0,,,FCFNEY' NECTION DETAIL © FLORIDA BUILDING CODE (High Velocity Hurricane Zone) ��0ii....\_... CI`Nsc/T. = 02017 T1LTELO,INC.(ENGINEERING) ®2017 EASTERN METAL SUPPLY, INC. • BERTHA NVQ so.441 t /_IILIEco .NC. \ A S S A Accordion Shutter Sy stem . H.V.BLADE 11 W/OR W/0 H.V.WINDOW BLADE&H.V.BLADE 12 • TIM TESTING & ENGINEERING COMPANY American Shutter Systems REV.NR DESCRIPTION DATE• DRAWN 6Y: LC. • A Association, Inc. I ow 15-070 07/28/17 DATE: 07/26/17 T� 8755 N.w.36N.SL,Ste.305,MRGVIIA GARDENS,FLORIDA 33Ier Z / :At/�\ 4268 West Roads Drive o Ip �� •� .Phan":(306)67,-1530.Fax:(705)671-1331 2 DRAWING No t1 yr• `>\ ,� o-mml:Glta0o0aW.com. Wast Polm Beach, FL 33407 .3 ��.VS/0....,,C J•'1 WA- ER -00A.0D067I9r.P.E Phone: (800)432-2204 . Fax: (561)209-8380 4 17-102 • P.E. f SIGNATURE/DATE FLORIDA Ue.#44167 6 11 OF 28 SCHEDULE #1 SCHEDULE #2 SCHEDULE #3 SCHEDULE #4 * " MAXIMUM SHUTTER * MAXIMUM SHUTTER * MAXIMUM SHUTTER SPAN*"L+" (*NOTES:1) L+:MAXIMUM ALLOWABLE SPAN FOR • SEPARATION TO GLASS REQUIREMENTS MAXIMUM SHUTTER SPAN L+ OR "L-" (ft.) SPAN "L+" OR "L-" • OR "L-" (ft.) INSTALLATIONS A GIVEN POSITIVE A.S.D. DESIGN (1)SEE BELOW FOR MINIMUM SEPARATION TO FOR INSTALLATIONS W/ MM ICAI, SPAN "Lt" OR "L-" (ft.) INSTALLATIONS W SYMMETRICAL CENTERMATE$ PRESSURE RATING CLASS SCHEDULE FOR SHUTTERS INSTALLED WITHIN Skil : •I ® &CO or I or W/ ONE (ft.) FOR INSTA LATIO L-: MAX.ALLOWABLE SPAN FOR A GIVEN HVQICK® or or 26 or HD W/ DPP G O & i� W/ ONE HV LOCKS NEGATIVE ASA). DESIGN PRESSURE RATING MEASUREDHA FIRST AT BOTTOMOOOFI SHUTTER.BUILDING LOCK 4 W/ NCOOCKING RODS 35�R 31.1 - I 2 22 0 lE R 5 21 & 22 W/ OR . W/ NO LOCKING AT OF CENTERMATES 2�1E 29 W/ ONE HV V'24 0 25 26 LOCKS ODS a (2)PROCEDURE TO MOUNTINGS It&MAXIMUM • HV OR TWO LOCKIN (� SPAN FOR WALL MOUNTINGS OR (2)MINIMUM SEPARATION TO GLASS FOR SHUTTERS 0 LOCK 30 W/ TWO LOCKING .00K 24 I' 25 OR 26 W/ N)R00F)35 TOP BOT? W DNE FLOOR/CEILING: INSTALLED ABOVE 30'-0'ELEVATION OF BUILDING, RODS 35 TOP & BOTTOM ♦(SFF NO7F t) 1 nrlrul, r3 f1 5 a(SF / / MEASURED AT BOTTOM OF SHUTTER IS 3". (�TqI'FrTCRR E&Vi000 '/ CONCRETE&WOO CONCRETE GIVEN A POSITIVE A.S.D. DESIGN 4A7aYU4 CONCRETE ac WOOD INSTALLATIONS 0 uAwuuu N-INST TIONS 0 _OGbfrp4 CR 2A5 � EE uewuuu INSTALLATIONS PRESSURE RATING,DETERMINE MAXIMUM ASD.D6IGN ASD.DE9aN iiksO �N ASD.DESIGN PRESSURE PRESSURE WALL MOUNTINGS 'V PRESSURE FLOOR/CEIUNG MOUNTING SPAN"L+'FROM SCHEDULE. RATING FLOOR/CEIUNG RATING & WANG RA71.NG OR GIVEN A NEGATIVE A.S.D. DESIG PRESSURE ".�• •. -:= 1 - , (+POp 11 WALL MOUNTING MOUNTING (i eNJ 1 FLOOR/CEIUNG MOUNTINGS 6,,...f3-) FLOOR/CEIUNG MOUNTING (+OR FLOOR/WALL MOUNTING RATING. DETERMINE MAXIMUM SPAN 'L- RI E It. I . 110 I , i.. L+ (N) L-(N) L+ (N) L-(N) I.+ (N) L-(I) L+ (N) L-(N) L+ (N) L-(E) FROM SCHEDULE. 30 13'-2' 16'-0" 13'-2" 16'-0" 30 12'-3' 14'-9" 30 13'-1' 16'-0' 30 13'-2" 16'-0" FINAL IAAXIMUM ALLOWABLE SPAN IS SHUTTER INSTALLATION W/ INSTALLATION W/ 35 12'-B" 14'-10' 12'-8' 14'-10" 35 11'-9" 13'-8' 35 12'-7' 15'-7" 35 12'-13" 14'-10" EQUAL TO THE MINIMUM DETERMINED SPAN SPAN MA.MEalLCAL OPPOSING 40 12'-3" 13'-10' 12'-3" 13'-10" 40 11'-4" 12'-9" 40 12'-2' 15'-2' 40 12'-3" 13'-10' BETWEEN "L+"AND 'L-". CENTERMATES CENTERMATES 45 11'-11" 13'-1" 11'-11' 13'-1' 45 11'-1" 12-0" 45 11'-9" 14'-3" 45 1t'-11" 13'-I" 105' 3 3/e"6 4" (3) PROCEDURE TO DETERMINE MAXIMUM OR LESS 50 11'-7" 12'-5" 11'-7" 12'-5" 50 10•-9" 11'-5" 50 11'-6" 13'-7" 50 11'-7' 12'-5" SPAN FOR COMBINATIONS IN BETWEEN >105"TO MAX. 55 11'-4" 11'-10" 11'-4" 11'-I0" 55 10'-6' 10'-11" 55 11'-3" 12'-11" 55 11'-2" 11'-10" WALL W/FLOOR/CEIUNG MOUNTINGS: ALLOWED 3 7/8's 4" 60 11'-1" 11'-4" 11'-0" 11'-4" 60 10'-3' 10'-5" 60 11'-0" 12'-4" 60 10'-2" 10'-11" FOR A GIVEN POSITIVE A.S.D.DESIGN• o USE 2 1/2"FOR RD LOCK(®y�+�OR®+®, 85 10'-10" 10'-10" I0'-7" 10'-10" 65 10'-O" 1O'-0" 85 10'-9' 11'-11' 65 9"-5" 10'-1" PRESSURE RATING: USE INDICATED VALUES FOR HV CENTERMA7ES. 70 10'-6" 10'-8" 10'-2" 10'-6" 70 9'-8" 9'-8" 70 1D'-7' 11'-5" 70 8'-9" 9-4" DETERMINE: LI+- MAX.SPAN FOR WALL MOUNTING • 75 10'-1" 10'-1" 9'-10" 10'-1" 75 9'-4" 9'-4" 75 10'-4" 11'-1" 75 - 8'-B' INSTALLATIONS. X11 M •ARA I 1 - 1 • 80 9'-10" 9'-9" 9'-7' 9'-10" 80 9'-O- 9-0" 80 - 10'-0" 10'-9" L2+- MAX.SPAN FOR FLOOR/CEILING SHUTTER W/ONE LOCK&TWO LOCKING RODS OR 85 9'-6' 9'-6" 9'-3" 9-6' 85 8'-9" B'-9" 85 9'-9" 10'-5' MOUNTING INSTALLATIONS. WITH ONLY TWO LOCKS 90 9'-3" 9'-3" 9'-0" 9'-3" 90 8'-6" 8-6" 90 9'-5" 10'-1" FOR A GIVEN NEGATIVE A.S.D.DESIGN SHUTTER INSTALLATION W/ INSTALLATION W/ 95 9'-0" 8'-9' 8-9' 9'-0' 95 8'-3" 8-3' 95 9'-2' 9'-10' PRESSURE RATING: =MESCAL OPPOSING too 8'-9" a'-a' e'-6' 8'-9' 100 8'-1' a'-t' 100 9'-0" 9'-7• DETERMINE: CENTERMATES CENTERMATES LI--MAX. SPAN FOR WALL MOUNTING 105" 105 8'-7' Y-11' 8'-4' 8'-4" 105 7'-11' 7'-11' 105 8'-9" 9'-4' INSTALLATIONS. 2 3/4" '" 3 3/16" 110 B'-4"' 7'-7" 8'-2' 7'-11" 110 7"-8' 7'-7" 110 8'-7" 9'-2" L2 MAX. SPAN FOR FLOOR/CEIUNG OR LESS 115 8'-2" 7-3' 8'-0" 7'-7" 115 7'-6' 7'-3" 115 8'-4' a'-11' MOUNTING INSTALLATIONS. >105'TO MAX. 3 1/4" III 3 1/4" ALLOWED 120 8'-0" 6'-11' 7'-10" 7'-4" 120 7'-4" 6'-11" 120 8-2" 8'-9" FINAL MAXIMUM ALLOWABLE SPAN IS sa USE 2 15IES'FOR NV 'f"LOCK® 5 125 7'-10" 5-8" 7'-8" 7'-0" 125 7'-3- 6'-8" 125 8'-0" 8'-5" EQUAL TO THE MINIMUM BETWEEN 'L7+", / Y!/ 130 7'-8' 8'-5" 7'-6' 6'-9' 130 7'-1" 6'-5' 130 7-10' B'-1" 'L2+",'Lt-'AND "L2-' •"" USE 4 1/B'FOR HV"T" LOCK 0 W/0 135 7'-7" 6'-2' 7-4' 6'-6" 135 6'-11" 6'-2" 135 7'-9" 7'-9" USE INDICATED VALl1ES FOR HV CENT MATES. (4)GO TO ANCHOR SCHEDULE WITH FINAL 140 7'-5" 5'-11" 7'-3' 6'-3' 140 6'-10" 5'-11" 140 7'-7" 7'-6" MAXIMUM ALLOWABLE SPAN AND NEGATIVE INSTALLATION LEGEND 145 7'-3" 5'-9" 7'-1" 6'-0' .145 . 6'-8' 5'-9" 145 7'-5" 7'-3" A.S.D. DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR SPACING. 150 - 7'-0' 5'-10" 150 6'-7" 5'-7" 150 1'-4" 7'-0' CONCRETE A ILA/SORT • WOOD 155 7'-0' 5'-5" 6'-10" 5'-8" 155 6'-6' 5'-5" 155. 7-2' 160 6'-11' 5'-2' 6'-9" 5'-6' 160 6'-5" 5'-2" 160 7'-1" 6-7' WALL A, B. C, D, E. M, N, 0,P. 0, R. 165 6'-10' 5'-1' 6-8' 5-4' 165 6'-3" 5'-1" 165 7'-0" 6'-4" MOUNTING F, K & L. S&V. 170 6'-9' 4'-11" 6'-7" 5'-2" 170 6'-2' 4-11' 170 8'-11' 6'-2" 0 MAXIMUM SHUTTER SPAN "L+"OR'L-"FOR 175 6'-7' 4-9' 6'-5' 5'-0' 175 6'-1" 4-9' 175 6'-9" 8-0" INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 105 FLOOR MOUNTINGNG G, H, I. I1 & J. T, U.W& X. 180 6-6' 4'-B' 6'-4" 4'-10" 180 6'-0' 4-8" 180 6'-8' 5'-10' Ps(.0.5.D. DESIGN PRESSURE RATING 185 6'-5" 4'-6' 6'-3" 4'-9" 185 Y-11" 4'-6" 185 6'-7' 5'-8' t H.V. CORNER CENTERMATE#3 MAY BE 190 6'-4' 4'-5' 6'-2" 4'-7' 190 5'-10' 4'-5" 190 6'-6" 5'-6" USED AT ALL MOUNTING INSTALLATIONS. LOCKING \ I / HV BLADE 195 6'-3" 4'-3' 6'-1" 4'-6' 195 5'-9' 4-3" 195 6'-5" 5-5" SPECIFICATIONS SHALL BE AS INDICATED ON �v 200 6'-2' 4-2' 6'-0' 4-5' 200 5'-9' 4'-2" 200 6'-4" 5-3' MANDATORY CONDITION #2 NOTE #5. SHEET 5. 205 6'-0' 4'-1" 6'-O" 4'-3" 205 5'-8' a;nyi�rrAr rim 2205 6'-3' FLORIDA BUILDING CODE (High Velocity Hurricane Zone) tttl hP`�GTI TA7r').L_ C)2017 TILTECO,INC.(ENGINEERING) ©2017 EASTERN METAL SUPPLY, INC. • `��cENs '..�9? BERTHA HVTIA A.S.Si. .A.,°_¢4tG . / / I L -O INS. \ Accordion Shutter System jH.V.BLADE#i W/OR W/0 H.V.WINDOW BLADE&H.V.BLADE 82 T TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.No DESCRIPTION. _DATE DRAWN Fr: L.C. 1` Association, Inc. I O D 15-079 07/26/17 DATE: 07/26/17 V. ®• .fir, 01' 6357 N.W.360.St..Ste.305.VIRGINIA DREDGES.FLORIDA 33166 4268 West Roads Drive 2 •�/ ' Phano:(35S)871-1530.Fax:(305)871-1531 DRAWING No ! "11.....',..k.411 a-moll:tTteco12ao1.aam West Palm Beach, FL 33407 3 S+s FII E8-0006719 Phone: (800)432-2204 Fax: (561)209-8380 4 7' 102 �O�'Al tt r WALTER A TILUT Jr.P.E. P.e'3C•al.ASWNATIIAE/DATE FLORIDA uc.g 44157 5 SHEET 6 12OF28 ••'* , 4. UR. 611 _ :L ANCHORS SPACING LEGEND -DESIGN NEGATIVE LOAD AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE INSTALLATIONS TAPCON WITH ADVANCED (SEE Mo19nINcs ASHEET9,C.0 AND F ON SHE6) THREADFORM TECHNOLOGY BLUE TAP POURED CONCH TAPPER+ 1000NLRI OA WALL HEADER MOUNTING WALL HEADERR OUNRNC OWALL HEADER MOUNRNC UWALL MOUNTING UWALL Sys MOUNTING ©&OF bn MO FADER/SILL .• SPAN ND G 0 A.S.O.DESIGN NEGATIVE LOAD(psI) A.5.11.DESIGN NEGATIVE LOAD(psf) 4.5,0.DESIGN NEGATIVE LOAD(pef) A.S.D.DESIGN NEGATIVE LOAD(psi) A.S.D.DESIGN NEGATIVE LOAD(pxf) A.S.D.DESIGN NEGAIIVE LOAD(pet) 30 40 60 75 90 120 160 205 30 40 60 5 0 120 160 205 30 40 60 75 90 120 160 2 5 30 40 60 75 0 120 160 205 30 40 60 5 0_120 160 205 3 0 60 75 9 120 160 205 3,-0" 14 12 10 " 6 6 14 12 10 - v 6"14 12 10 14 12 10 9 8 6 - 14 12 10 6 6 5.5 a 7'5.5 OR 1F55 14 12 10 e 5 14 12 10 B 14 12_10 -14 12 10 9 -- - 8_ 6 3 14 12 10 _ 8 6 6- ` 0 8 6.5 14 12 10 9 6 14 12 10 6 14 12 10 _14l 12 10_9 6 6 - 14 12 10 _ 8 6 6 8 8 7 4,-0• 14 12 10 9 4 14 12 10 9 14 12 10 14 12 10 9 7 - - 14 12 10 7 5.5 - 7 5.5 4 14 12 10 4.5 - 14 12 10 - 4 14 12 10 14_12 10 9 8 - 14 12 10 8 e 8 8.5 5 * SEE ANCHOR 14 12 10 6 4 14 12 10 6 14 12 10 14 12 10 9 8 - - 14 12 10 8 6 - 8 7 5.5 SPECIFICATIONS 5�-0� 14 12 10 4.5 - 14 12 ID 3.514 12 10 - 14`12 10 9 7.5 - - - 14 12`_10 73.5.5 - - 7.5 5.5 4 3 ON SHEET 14 14 12 10 55 - - 14 12 10 4.5 - 14 12 10 14 12 10 9 9 3 - 14 12 10 e 7 _ 8 7 5 4 1♦ 12 10 8 4 - 14 12 10 _ 6 3.5 14 12 10 14 12 10 9 8 - - - 14 12 10 6 73 - - 6 7.5 5.5 4 6, 0" 14 12 10 5.5 3 - 14 12 10 4.5 - 14 12 10 14`12 95 7.5 4- - _ - 14 12 9.5 7.5 65 3.5 - - 7.5 95 4.5 3.5 14 12 10 3 - 14 12 10 - 14 12 10 55 3.5 14 12 10 9 4.5 - - 14 12 10 8 7.5 4 8 73 5.5 4 3 14 12 10 5 - - 14 12 10 4 - 14 X12 10 6 5.5 14 12 10 9 5 - - - 14 12 10 9 8 45 - - -8 8 6 4.5 - • 0•'14 12 10 4 - - 14 12 10 6 3 - 14 12 10 8 - 14 12 6 4.5 - - - - 14 12 8 65 5.5 - - - 9.5 55 4 3 -7.-". 14 12 10 4 - - 14 12 10 _ - - 14 12 10 4 - 14712 10 5.5 - - 14 12 10 6 6.5 - 6 6.5 5 3.5 • - 14 12 10- 7 3.75 - - 14 12 10 - - 14 12 10 8 - 14 12 10 6 - - - - 14 12 10 8.5 7 - - - 8 7 5 4 - 6,-0• 14 12 10 5. 3 - - 14 12 10 4 - - 14 12 10 - - 14 11 7 - - - 14 11 7 5.5 3.5 - - - 5.5 4.5 3.5 - _ 14 12 10 5.5 3 - - 14 12 10 - 14 12 10 5.5 - - 14 12 85 3 - 14 12_8.5 7 4 7 5.5 4 3 14 12 10 8 5 - - - 14 12 10 4V-_- 14 12 10 8 - - 14�12 93 _ _14 12 9.5 7.5 45 - - - 7.5 6 4.5 - - ♦SEE LIM ATIONS OF USE FOR ,-0. 14 12 10 6.5 43 - - - 14 12 10 73 - - - 14 12 10 - - - 13 95 4 13 9.5 0.5 5 - - - - 6.5 5 4' 3 - - BLADE 1A ON SHEET 28 9 14 12 8.5 4 - 14 12 10 4.5 - - 14 12 10- 7 - - - 14 115 4.5 14 115 75 6 75 6 5 4 14 12 10 6 4 - - - 14 12 10 7 - - - 14 12 10 - - 14 12 5 _ 14 12 B 6.5 - - - - 6 6.5 5.5 4 - - iD�-0� '14 12 95 5 35 - _ - 14 12 10 5.5 -'14 12 10 - - 11.8 8.5 11.5 8.5 X5.5 5.5 4.5 3.5 - - _ 14 12 5.5 3 - - -- 14 12 10 3 - 14 12 10 - 14 105 - - -3 14 10.5 7 3.5 - 7 5.5 45 3.5 14 12 9 4.5 3 - - - 14 12 10 5 - - - 14 12 10 - - - 14 11 14 11 7.5 - - - - 7.5 6 5 - - - 11�-0" 14 12 7 14 12 10- 14 12 10 105 8 105 8 5 - - - - - 5 4 3.5 - -- f4 12 4 14 12 10 14 12 10 128 8.5 - 125 9.5 6 - _-_- - 6 5 4 S 14 12 6.5 14 12 f0_ _ 14 12 10 13.5 10 14 10 7 - - - - - 7 3.5 4.5 - - - 12,-0' 14 12 SS 14 12 10 14 12 10` 83 7 _ 9.5 7 35 - - _ _ - 45 3.5 3 - - - - 14 12 3 14_12 6 14 12 10 11,58.5 11.56.5 4 - - - 5.5 4.5 4 14 12 5 14 12 10 14 12 10 125 9.5 _ 14 12 14 12 14 12 9 4.5 9 8.5 6.5.4.5 35 3 13,-0" 14 10 14 12 14 12 10.5 5.5 10.5 8 8 5 4 35 - 14 12 _ 14 12 14 12 _ _115 6 - _11.5 85 - - - - 8 5.5 4.5 - - - - 14.-0" 1414 127 _ - 4 14 12 - 14 12 _ 8 3 B 6 - - 112 14 12 10 4 10 75 7.5 5 4 3 - • 14 115. 14 12 _ _14_12 10.5 4 - 10.5 8 8 5 ' - - - - O HV BLADE OR O HV BLADE 16-0� 14 14 f 14 7.5 75 7.5 53 35 3 - - - - 14 - 14 14 9 9 - 6 7 4.5 4 -3 - W/ .© HV WINDOW BLADE 14 14 14 l 10 f0 6 7.5 5 4 - - - -_ " 14 14 55 '•5WORKING IN UNISON 16'-0 14 14 _ 14 8 - B 6 6.5 4 3.5 - - - 14 14 - 14 9.5_ 9.5 _ 6 7 4.5 ' ..._041„:1014h4.c FLORIDA BUILDING CODE(High Velocity 'Hurricane Zone) �`\1.1p ....... /r R12017 EASTERN METAL SUPPLY, INC. P\Via �� ®2017 11LTEC0,INC.(ENGINEERING) A. NSi:\.6/1 ----/ BERTHA HVTM . Na,44 1• A S•S A A cordion Shutter System e 67 ' I L ECO INC.1 N C. ■ ■ ■ ■ H.V.BLADE#1 W/OR W/0 H.V.WINDOW BLADE&H.V.BLADE#2 .p. ` American Shutter Systems REV.Na OESCRIPD011 DATE DRAWN BY: L.C. \ TILUT TESTING & ENGINEERING COMPANY 44,7 \ Association, Inc. 1 OLD 15-079 07/26/17 DATE, 07/26/17 �� .--424,.\ 6355 N.W.361(.SI.,Ste.}05, .FO, GIFLO133166 \ 4268 West Roads Drive 2 1 �`� ! ',�4 �\ Phone:(JOS)871-15}0.Fox:(305)871-1531 DRAWING No 144 a-mai:lllecoOool.com West Palm Beach, FL 33407 } 4,4SfORAL Vr 14 EH-00013719 Phone: (600)432-2204 . Fox: (561)209-8380 4 1 7-102 . s, ,r WALTER A.TRAIT Jr.P.E. . P.E.SaL'/SIGI URE/DATE FLORIDA Lie.g 44167 5 SHEET 6 13 OF 28 • • • MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. A.S.D, *SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES DESIGN NEGATIVE LOAD AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE INSTALLATIONS (SEE MOUNTINGS E,G.&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POINTED CONCRETE (A) TO EXISTING POURED CONCRETE:(Min,Mc=3 Hai) • ',mum/ ( WALL SILL MOUNTING ©CEILING MOUNTING HQ FLOOR MOUNTING - 1/4.0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX.(Min.Fc =3 wi) SPAN ANCHORS SPACING LEGEND - 1/4.0 x 3/4'ALL POINTS SOUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. (Min.Fe 3 Est) (R) AS.D.DESIGN NEGATIVE LOAD(pat) A.S.D.DESIGN NEGATIVE LOAD(pal) 0.5.0.DESIGN NEGATIVE DAD(aaf) 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min.rc e.2 Xst 30 40 60 75 90 120 160 205 30 40 60 75 BO 120 160 205 30 40 60 5 0 1 0 1 0 205 TAPCON WITH ADVANCED - ) THREADFORM TECHNOLOGY - 1/4.0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY, • 14 12 IO 9 8 8 6_5S 14 12 10 9 8 8 6 6 14 12 1 6 COMPANY OR ANY OTHER APPROVED UCENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 3'-0• 14 12 1 6 ALL POINTS SOLID-SET (Min.I'c=3 lai) I OR LESS 14 12 10 9 6 8 6 6 14 12 10 9 8 ....8_ B 6 14 12 1 5 BLUE TAP W/CAP NOTES: 14 12 10 9 B 8 6 7 14-12 10 9 8 8 6 6 14 12 I 8 TAPPER+ Ai)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ANCHORS IS " 14 12 10 9 B 7 5.5 3.5 14 12 10 9 8- 8 6 6 14 12 1 5 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 4'-0' 14 12 10 ° 8 B 6 4 14 12 10 9 8 8 6 4s 14 12 1 3S A.2)MINIMUM EMBEDMENT OF 1/4.0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE.NO EMBEDMENT . 14 12 10 9 8 B 6 4,5 14 12 10 9 8 B 6 5.5 14 12 1 {5 INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG UINILUUM SHOULD STUCCO `t4 12 10 9 75 5.5 3.5 - 14 12 70 9 8 6 6 5 14 12 1 55 4 •SEE UUTTATION rS OF USE FOR DI15T.AND 1'MINIMUM FOR WALLS WITH NO STUCCO. BUEE SIEET D 5'-0• 14 12 t 6 45 A.3)IN.CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. 14 12 10 9 8 7 4 - 14 12 10 9 B 65 5 3.5 14 12 t 6.5 35 3ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 10 9 6 7S 4s - 14 12 10 9 ° B B 4.5 14 12 1 B 4.5 3.75 NOTES AL1)&6.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 12 95 7.5 6.5 4.5 - - 14 12 10 9 8 7.5 5.5 4 14 12't 8 4.5 3.5 INSTALLATION INTO DIES WITH METAL STUDS SEE SHEET 28A 6'-D• - - - - - - - - - - - - - - - 14 12 1 5 65 5 35 14 12 10 9 7.5 5.5_3 - 14 12 10 8.5 7 �5.5 4 3 14 12 ' B 5.5 4 3 - (B) TO COSTING CONCRETE BLOCK:(ASTM C-90) 14 12 10 9 B 6 - - 14 12 10 9 8 6.5 5 3.75 14 12 1 B B 5 4 - - 1/4'O TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BNLD ( • 14 12- 8 6.5 5.5 3 - - 14 12 10 9 8'65 4.5 3.5 14 12 1 7 5 3.5 3 - 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY COMPANY. 7'-0• 14 12 I 7.5 5.5 4 3 - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC. ' 14 12 10' 8 6.5 4 - - 14 12 9 75 6 4.5 3.5 - 14 105' 5 4.5 35 - - - 1/4'0 TAPPER+ANCHORS A5 MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 14 12 10 6.5 7 4 - - 14 12 10 9 7.5 5.5 4 - 14 12 7.5 4.5 - - COMPANY OR ANY OTHER APPROVED UCENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 11 7 5.5 4.5 - - - 14 12 10 9 7.5 5.5 4 - 14 12 6 4.5 3 - 4 12 8'-0 14 12 8.5 7 5.5 5 - - 14 12 8 8.5 5.5 4 3 - 1125 9.5 ' a 3 - NOB.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON WITH 14 12 9.5 7.5 6 - 14 12 9.5 8 6.5 5 - - 14 12 6.5 4 - - ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. 13 9.5 65 5 35 - - - 14 12 10 8 6.5 5 - - 14 12 6.5 5 4 - - B.2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SDUD-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 9'-0• 14 12 BS 7 5.5 4 - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4' 2 LONG MINIMUM SHOULD STUCCO • 14 11.5 7.5 6 4 - - - 14 11 7 5.5 5 3S - - 11 B 5.5 4.5 3.5 - - - 0-20 5.5.MACHINE SCREW USED SHALL BE 1 1/ 14 12 8 6.5 4.5 - - 14 12 8.5 7 5.5 4 - - 14 10.5 7 5.5 6 4.5 - - EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 11.5 6.5 5.5 4 - - - - 14 12 9 7 6 4.5 - - 14 17 7 s.s 4.5 35 - - B.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 10'-0• 14 12 8 e 5 4 - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 10.5 7 5 3.5 - - - 13 95 6.5 5 4 3 - - 10 75 5 4 3 - - - NOTES 5.1)&B.2)ABOVE.FOR INSTALL/MONS ON VINYL SIDING OR OFS WITH OR WITHOUT METAL SILOS CONSULT THIS ENGINEER. 14 11 7.5 5.5 - - - - 14 11.5 9 6 5 4 - - 125 95 6 5 4 4 - - FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 28A 10S B 5 - 14 12 B 6.5 5.5 4 - - 13 10 6.5 5 4 3 - 11'_0+ _ 14 10.5 7 5.5 45 3.5 - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 12.5 9s 5 12 9 B 4.S 4 3 - - 6 7 45 3.5 3 - - - 14 10 7 __ - 14 10.5 7 5.5 4.5 - - - 115 B5 5S 4.5 3.75 - - - (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. ' 95 7 45 14 11.5 7.5 6 5' - - - 12 9 6 4.5 4 - - - 12'-0' 13 10 -6.5 5 4 - - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS. 11.5 65 4.5 11 8 5.5 4 3.5 - - - 8 8 4 3 - - - - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E.D.LESS THAN THE NDICATED.REDUCE 13.5 9.5 6 13 9.5 ES 5 4 - - - 10.5 8 5 4 - - - - ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 6.5 14 10.5 7 5.5 4.5 -. - - 17 8.5 SS 45 3.5 - - - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS MAN/ANNUM SPACING INDICATED FOR EACH ANCHOR TYPE. 13'-0' 12 9 '6 45 4 - - - FACTOR 10.5 8 10 7.5 5 4 3 - - - 7.5 55 4 3 - - - - ACTUAL TAPCON W/ADVANCED THREADS-ORM TECH. TAPPER+ 125 Bs 12 s 8 4S 1 - - - 95 7 5 4 - - - - EDGE ALL POINT SOLID SET BLUE TAP W/CAP B 6 13 95 65 5 - - - - :05 75 5 4 - - - - 0 NV BLADE OR DICTANCE MIN.SPACING BIN.SPACING 14'-0•- 11 B 5 5.5 4.5 - - - - E.D. 3' 4' MIN.SPACING=3 1/2' MIN.SPACING-3' 3 3/4' 4' 0 V BLADE W 10 7.5 9 7 4.5 J.5 - - - - 7 5 J} 3 - - - - (� ___ EaEIETE CWCAETE BDac P POUCONRED ORCB� A POURED CONCRETE BLOCK& Ramp cootuIE E BmY 115 8 11 B 5.5 4.5 - - - - 9 8.5 45 (L'1 •V WINDOW - MNL 5.0..3 1/2' MN EA.2 1/2' MN ED..3 1/2' A01 ELL.3' MN E0..3 1/2' 41L ED.•2 1/2' 7.5 '12 9 8 95 7 45 0 1.0 0.78 1.0 to- 10.5 B 5 BLADE WORKING ts'-o' 2%z• 0.81 . - 0.67 9 B5 6.5 4 65 5 3 IN UNISON •♦' 10 10.5 8 5 85 6 4 2. 0.71 - - - 5.51 - 7 ' - 11.5 8.5 5.5 9 65 4.5 _ I 3/4' (,AlaaA» 0.91 _ - - 0.43 - uwa.os 16'-0• e B 6 4 '0 7.5 56 45 3 1 1/2' - - - - 0.35 - 95 9.5 7 5 6 6 4 - ,R/a1 ALAN, �1,7``L1 r /411.- Ig/ / a FLORIDA BUILDING CODE(High Velocity Hurricane Zone) `ttt`�p'''�1C�IVS+��r z °2°"nuE°°'INC.(07GINEERINC) ®2DIBERTHA 7 EASTERN METAL SUPPLY, No,441 a_.L 1 / IILIE C O a , \ A■S■S■A■ Accordion Shutter System H.V.BLADE a1 1W/OR W/O H.V.WINDOW BLADE&H.V.BLADE�2 American Shutter Systems REV.Ne DESCRIPTION DATE * Y DRAWN EN: LC. TICCIT TESTING & ENGINEERING COMPANY ., 'SZ.0�' / i (���3. ,\ 6355 N.W.36111.SL,Re.305,NRWM GARDENS,FLORIDA 3316E Association, Inc. I OLD 15-079 07/26/17 DATE: 07/28/17 3 A ,�1 ID ,. r/ A, Phone:(305)871-1530.Fox:(365)871-1531 4268 West Roads Drive z DRAWING No `�,4, e-mail:1Rlocooeol.cem West Palm Beach, FL 33407 sfa�.aA 14SVF 4 EB-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 4 ]- �2 'VINE E1'",,lr' WALTER A.TLLR Jr.P.E. RE.SEAt/5IGNATURE/DATE FLORIDA Uc.#44167 5 SHEET 6 14 OF 28 MAXIMUM ANCHOR* SPACING (in, SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. A.S.D. - - - - _ _ -- - 9 . . :I 1 OLD :40 : •:: ••.1 . „• \Il{ 11' •: •L :41 Li. :I•. (SEE MOUNTINGS I,J.K&I.ON SHEET 7) POURED CONCRETE "ANCHORS SPACING LEGEND MAXIM U WALK OVER& I1 TRENCH Oj RAINGUARD MOUNTING QK WALL/FLOOR MOUNTING ©WALL/WALK OVER MOUNTING sPAN NouNn 0 TAPCON WITH ADVANCED (9 AS.D.DESIGN NEGATIVE LOAD(ps0 AS.O.DESIGN NEGATIVE LOAD(p90 AS.D.DEOGN NEGATIVE LOAD(pot) AS.D.OESION NEGATIVE LOAD(pot) THREADFORM TECHNOLOGY 30 40 60 5 0 1 0 1 0 2 5 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 14 12 10 12 12 12 12 12 11.5 85'6.5 7 7 7 7 7 7 7_5.5 5 5 5 5 5 5 ALL POINTS SOLID-SET ' 3'-0• 14 12 10 12 12 12 12 12 12 9.5 7 7 7 7' 7 7 7 7 7 5 5 5 5 5 5 BLUE TAP ' OR LESS 14 12 1D - 12 12 12 12 10.5 8 6 4.5 7 7 7 7 7 7 7 6.5 5 5 5 5' 5 5 TAPPER+ 14 12 10 12 12 12 12 12 10 7.5 6 7 7 7 7 7 7 7 7 5 5 5 5 5 5 14 12 10 12 12 12 12 11.5 8.5 8.5 5 ' 7 7 7 7 7 7 5.5 4 5 5 5 5 5 4 4'-0• 14 12 to 12 12 12 12 12 9.5 7 5.5 7 7 7_ 7 7 7 7 7 5 5 5 5 5 5 14 12 10 12 12 12 9.5 8 6 4.5 3.5 7 7 7 7 7 7 6.5 5 5 5 5 5 5 5 14'12 10 12 12 12 12 10 73 5.5 4 7 7 7 7 7 7 7 55 5 5 5 5 5 5 ' 14 12 10 12 12 12 11 9 7 5 4 7 7 7 7 7 5.5 4 3 5_ 5 5 5 4 3 . '-0. 14 12 10 12 12 12_12 10 7.5 5.5 4 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 14 12 10 12 12 95 75 6 43 3.5 - 7 7 7 7 7 7 5 33 5 5 5 5 5 4 14 12 10 12 12 12 9.5 8 6 4.5 - 7 7 7 7 7 7 5.5 4 5 5 5 5 5 4 * SEE ANCHOR 14 12 10 _ 12 12 115 9 7.5 5.5 4 3 7 7 7 7 7 4.5 3.5 - 5 5 5 4.5 35 - • SPECIFICATIONS 6'-0• 14 12 10 12 12 12 10 8 6 4.5 3.5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 ON SHEET 14 N 12 10 12 12 8 6 5 4 3 - 7 7 7 7 7 5.5 4 5 5 5 5 4 3 14 12 10 12 12 10 8 83 5 3.75 - 7 7 7 7 7 8 45 - 5 5 5 5 4.5 - 14 12 10 12 12 10 8 6.5 5 3.5 - 7 7 7 6.5 5.5 4 - - 5 5 5 4 3 - 7'-0• 14 12 10 12 12 1285 7 5 4 3 7 7 7 7 7 7 7 8 5 5 5 5 5 5 14 12 10 12 10 8.5 5 4.5 3 - - 7 7 7 7 6.5 5 3`- 5 5 5 5 3.5 3 14 12 10 12 12 8.5 7 5.5 4 - - 7 7 7 7 7 5 - s 5 5 5 4 - 0 VALID ONLY FOR UP TO +70, -75 14 12 10 - 12 12 6.5 7 53 4 3 - 7 7 7 55 4.5 3-- - 5 s 4.5 3.5 - - PSF A.S.D. DESIGN PRESSURE '-0' a 12 10 12 12 10.5 7.5 6 4s 3.5_- 7 7 7 '7 7 7 7 4 s s s s s s RATING & FOR SPANS PER •e 14 12 10 - 12 9 6 %5 4 3 7 "7 7 7 6.5 4 - 5 5 '5 4 3 SCHEDULE #4, SHEET 12 14 12 10 - 12 11 7.5 8 5_3.75 - - 7 7 7 7.5 6 4.5 -_- 5 5 5 4.5 - - 14 12 10 - - 12 11.5 75 6 5 3.5 - - 7 7 6.5 5 4 - - - 5 5 -4 3 - - 9,-0. 14 12 10 - - 12 12 9.5 8.5 5.5 4 3 - 7 7_ 7 7 7 7 6 3 5 S 5 5 5 5 14 12 10 - - 10.5 6 5 4 3.5 - 7 7 7 6 5 33 - S 5 5 4 3 14 12 10 - - 12 tO 6.5 5 4.5 - _ 7 7 7 85 5.5 - - - 5 5 5 4 - - 14 12 10 - - 12 10.5 7 5.5 4.6 35 - - 7 7 55 4.5 3.5 - - - 5 5 4.5 3.5 - _- - • 10'-0.11 12 10 _ - 12 11 8.5 6 5 3.5 - - 7 7 7 7 7 7 45 - 5 5 5 5 S S 43 14 12 10 - 9.5 7 4.5 33 3 - 7 7 7 5.5 4.5 - - 5 5 5 4.5 3.5 14 12 10 - - 12 9- 6 5 4 - - 7 7 7 6 5 - - - S 5 45 5 - - - . H 12 10 - - 12 95 8 5 4 3 - - 7 7 5 4 3 - - - 5 5 4 3.5 - - - 1{ 12 10 - - 12 10- 7 5.5 4.5 3.5 - - 7 7 7 7 7 7 3.5 - 5 5 5 5 5 5 4 11'-0•It 12 10 - - 8.5 65 4 3.5 7 - - - 7 7 6 5 4 - - - 5 5 5 "4 3 - - 14 12 10 - - 1186.54 - - - - 7775.54.5 - - - 55 54.5 _ - COHV BLADE ONLY 14 12 10 - - - 11.5 8-5,55 45 3.5 - - - 7 7 4.5 3.5 - - - - 5 5 4.5 35 3 - - - 12'-0.14 12 10 - 12 93 6.5 5 4 3 - - 7 7 7 7 7 6 3 - 5 5 5 5 5 5 4.5 35 - - - 14 12 10 8 8 4 3 7 7 55 4.5 3.5 - - - 5 5 5 4.5 4 3 14 12. 10 - - - 10 73 5 4 - - 7 7 6 5 - - - - 5_5 5 5 4 - - - 14 12 10 - - - 10.5 8 5 4 3.5- - - 7 85 45 33 - - - - 5 5 4.5 35 3:- - - 13,-0"14 12 10 - - - 11.5 85 8 4.5 3.5 3 - - 7 7 7 7 7 4_5 - - 5 5 5 5 5 5 4.5 3.5 - 14 12 10 14 12 10 - - - 8 7 4.5 3.75 - - - - 7 7 55 4.5 - - - - 5 5 5 45 4_- - - 14 12 10 - - - - 10 75 5 4 3 - - - 7 8 4 3 - - - - 5 5 4 3 - - - • - 14'-0. 14 12 10 - - 105 0 5.5 4 3.5_- - - 7 7 7 7 7 4 - - 5 5 5 5 5 5 4 3 - - - 14 12 10 - O5 5 3 7 7 5 3.5 - 5 5 9 4 - 14 12 10 - - - - 8.5 65 4 7 7 5 4 - - - - 5 5 5 4 - - - - • to 12 10 9 7 4.5 3.5 3 - - -. 7 55 35_ 5 5 3.5 3 - - - - 15'-0.14 12 10 10 73 5 4`3 - - - 7 7 7 7 7 3.5 - - 5 5 '5 5 5- 5 4 3 14 12 10 6 43 3 7 7 4.5 3 - 5 5 45 35 - 14 12 10 6 6 4 7 7 S 5 5 5 4 - - - - 14 12 10 0.5 6.5 4 3.5 - - - _ 7 5.5 35 -_- - - ' ' .-- 16'-0.14 12 10 '95 7 4.5 3.5 3 - - - 7 7 7 7 6 3 - - 5 5 5 5-5 4.5 35 _ - _ 14 12 10 6 43 3 - __- 7 6.5 4 5 5 4 33 - - - - II tO 10 73 55 375 �7 A AF... s s 45 . : FLORIDA BUILDING•CODE (High Velocity Hurricane Zone) 11414 s,\> G...7� 02017 TILTECO.INC.(ENGINEERING) ®2017 EASTERN METAL BERTHA PPLY. INC. FIVTM / IILIEC 0 x ` A■S■S■A■ Accordion Shutter System N.V.BLADE#1 W/OR W/0 H.V.WINDOW MADE&.H.V,BLADE#2 k' _fit 1 American Shutter Systems REV.NO DESCRIPTION DATE DRAWN ST: L.C. _ ��y/ TIWT TESTING & ENGINEERING COMPANY 5 Association, Inc. 1 OLD 15-079 07/20/17 OATS: 07/26/17_ t ▪ .▪ {4y1,1�jQ� \ 6355 N.W.36'( SL,Ste.305,VIRGINIA GARDENS,RORIDA 33166 4266 West Roads Drive 7 O i {SAA Phone:(3Ds)e7t-lsso,rex:(305)e71-1531 2 DRAWING No S �{)fl10 { e-mail:tilteco®aol.com West Palm Beach, FL 33407 2 .(nss••......•••.c. ,1{ 68-0006719 Phcse: (800)432-2204 . Fax: (561)209-8390 4 17-1 02 ��:£��lJ�t71� A WALTER A.'MUT Jr.P.E. SIf)f{A RE/DATE FLORIDA Lie.B 44167 - 6 • 15 SHEET 28 • • ' MAXIMUM ANCHORS SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. ' DESIGN NEGATIVE LOAD AND A CORRESPONDING MOUNIING TYPE FOR CONCRETE BLOCK INSTALLATION$ (SEE MOUNTINGS A 8,C.D AND F ON SHEET 6) ANCHORS SPACING LEGEND • • CONCRETE BLOCK • TAPCON WITH ADVANCED MAMMUM (DU WALL ILIKDUNRNG OWALL SILL MOUNTING @WALL SILL MOUNTING ©&OF ALNHEA ER/SILL QK WALL/FLOOR MOUNTING ©WALL/WALK OVER MOUNTING • THREADFORM TECHNOLOGY (5) A.S.D.DESIGN NEGATIVE LOAD pal) A.S.D.DESIGN NEGATIVE LOAD(ml) A.S.O.DESIGN NEGATIVE LOAD(psi) 43.0.DESIGN NEGATIVE LOAD(psi) A.S.D.DESIGN NEGATIVE LOAD pal) A.S.D.DESIGN NEGATIVE LOAD(pal) BLUE TAP 30 40 60 75 90 120 160 205 30 40 60 5 90 120 160 205 30 40 60 75 90 120 160 205 30 40 6 75 90 120 160 205 30 40 60 75 90 120 160 205 30 40 60 5 90 120 160 205 TAPPER+ 3'-0" 14 12 10 8 7.5 - - 14 12 10 8 7.5 4 4 14 12 10 9_6 73 5.5 4.5 _ 8 7.5 5.5 4.5 14 12 10 -8 7.5 5.5 - 14_12 10 0 7.5 5.5 - OR 1i35 1 12 10 8 8 6 - 14 72 10 8 8 6 6 14 12 10 9 8 8 6 35 8 8 7.5 6 14 12 10 8 8 6 3 14 12 10 0 8 6 8 14 12 10 6 8 8 14 12 10 8 8. 6 6 14 12 10 9 8 8 8 7 8 8 8 7 74 12 10 8 8 6 14 12 10 8 8 6 6 14 12 10 75 5.5 - . 14 12 10 7.5 5.5 - - 14 12 10 9 7.5 55 4 - 7.5 5.5 4 - _14 12 10 7.5 5.5 - 14'12 10 7.5 5.5 4 . 4'_O" 14 12 10 8 7.5 - - 14 12 10 7.5 5 - 14 12 10 9 7.5 5.5 - 7.5 5.5 45 14 12 10 75 - _- 14 12-10 7.5 6' - * SEE ANCHOR 14 12 10 8 8 - --- 14 12 10 6 8 - 14 12 10 9 8 6 <5 _ 8 7 5.5 14 12 10 9 - - 14 12 10 8 6 - SPECIFICATIONS 14 12 9 7.5 6-- - - 14 12 9 75 45 4.5 - - 14 12 9 7.5 45 - - _ 75 -4.5-- - 14' 12 8 7.5 - - - 14 12 9-7.5 4,5 - - - ' 5'-0" 14 12 10 9 8 - - - 14 12 10 6 - 14 12 10 6 4 - 6 4.5 3.5 14 12 10 6 - - 14 12 10 6 - - - ON SHEET 14 14 12 10 9 8 - - - 14 12 10 7.5 - - 14 12 10 7.4 4.5 - 7S5.5 4 14 12 10 - - - 14 12 10 7.5 - - 14 11.57.5 0 _ --- 14 1,.57.5 - 14 11.5 7.5 - _ 7.5 - - 14 11.5 7.5 - - - 1411.575' - - - 6-O" 1f 12 10 8 4 - - - 14 12 10 4 - - 14 12 10 5 - - 8 5 3.5 - 14 12 10 4 - - - 14 12 10 4 - - 14 12 10 9 5 - - - 14 12 10 4.5 - - 14 12 70 6 - - 9 6 4.5 - 14 12 10 - - - 14 12 10 43 - - 13.5 10 6.5 13.5 10 85 4.5 - - - 13.5 10 8.5 4.5 - - - 65 4.5 - - - 13.5 10 6.5 - - - 13.5 10 8.5 4.5 - - - 7'-0' 14 12 9 5 - - - - 14 12 9 6 - - - 14 12 9 6 3.5 - - 8 6 4.5 - - 14 12 9 - - - - 14 12 9 - 14 12. 10 8 - - - - 14 12 1085 7 - - - 14 12 10 8.5 7 4 - - 8 7 5' 4 - 14 12 10 - - - - 14 12 10 8.5 7 - - • - 11.5 8.5 5 11.5 8.5 5.5 45 -_- - - 11.5 9.5 5,5 4.5 - - - - 5.5 4.5' - - - - 11.5 8.5 5.5 115 8.5.5.5 45 - - - - B'-O- 14 115 7.5 14 115 7.5 6 4 - - - 14 11.5 7.5 6 5 - - - _ 75 65 3.5 - - 14 115 7.5 8 - - - - 14 11.5 7.5 6 5 - - - . 14 12 95 14 12 9.5 75 � 4.5 - - - 14 12 9.5 75 8 - - - _ 8 73`6 4.5 - - 14 12 9.5 '14-12 9.5 7.5 4.5 - - - ♦SEE UMITATIONS OF USE FOR 10.5 7.5 10.5 73 5 4 - - - - 103 7,5 5 4 - - - - 7.5 5 4 - - - - 10.5 75 5 10.5 75 5 4 - - - BLADE to ON SHEET 28 9'-O" 14 10.5 4 14 105 7 5.5 - - - - 14 10.5 7 5.5 3,5 - - - 7 5.5 45 3.5 - - 14 10.5 7 14 10.5 7 5.5 - - - - 14 12 5 14 12 8 8.5'- - - - 14 12 0 6,5,45, - - - 8 8.5_5.5 4 - - 14 12 5 14 12 8 6.5 - - - - ' 9 7 _ 9 7 4.5 9 7 45 45 9 7 9 7 4.5 • 10.-0"12.5 9 __ 12.5 9 6 175, 9 6 4 S - - - - 6 5 4 - - - 125 9.5 J 1124.593 6 33 - - - - 14 11 14 11 7.5 14 11 75 55 - - - - 7.5 6 5 - - - 14 11 `11 7.5 • 83 6 '85 8 4 8 5 R 4 '' 4 85 6.44 8.5 8 4 11'-0" II 8.5 . 11.5 85 5.5 11 8 5 5 5 ]5 - - - - 5.5 4.5 33 - - - 115 8.5 11.5 83 55 13.5 10 14 tO 7 14 10 7 7 5.5 43 - - - 13.5 10 14 10 7 7.5 5.5 73 5.5 - - Z _55 _ - 7.5 5.5 7.5 5.5 12'-0"103 7.5 10.5 73 4 t0� 5 8 7.5 5 4 3.5 -- - 10.5 7.5 ' 170-5.5-57..55 5 12.5 9.5 133 9.5 4.5 115 95 6 8 6 6 5 4 - - - 12.5 9.5 13.595 4.5 77 5 _ 9 R.5 7 5 7 4.5 7.5 5 13'-0"9.5 59.5 7 • 10.5 8 8 7 4.5 33 - - - - 95 5 _9.5 7 ' 115 6 .181.8.5 8.5 - - - - -- - 12.5 8.5 8 8 5.5 4.5 - - - 115 6 _ 11.5 8.5 6.5 5 7 55 6.5 5 - 7J S 14'-0" B J.5 _ )I5 8 8 8 5 4 - 10.5 4 _9 65 B.57 6 63 43 3.5 - - - - 9 4 9 6.5 1 '�J. HV BLADE OR (i) HV BLADE 10.5 4 10.5 8 - - - _ _ 10.5 8 6 6 - - 6 6 45 6 - - 63 15'-0" 8 _ _ _ _ _ _ 8 _' _ _ ..0 8 6 4 8. 8 ,D - ,D 10 - 6 7.5 5 4 - - - - ,D - ,a _ W/ @ HV WINDOW BLADE - - 5.5 5.5 4 5,g - - 5.5 5.5 6 WORKING IN UNISON 16'-0"7.5 75 7,5 7.5 53 3.5 73 7.4 • 9.5 9.5 95 8 7 4.5 9.5 , 9.5 • 1,,00K.45'A,,4•4'' FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 0\1 ..1 ...,,•`"r'�•419$1“.55%''.I L ®2017 TILTECO.INC.(ENGINEERING) ©2017 EASTERN METAL SUPPLY. INC. �` �lV4Ns -:�•�X BERTHA HVTM Ivo_ 4_„ . i / ` A S S Q Accordion Shutter System 1 L ECO IN C. H.V.BLADE flu WI OR W/0 H.V.WINDOW BLADE&H.V.BLADE 12 '',i-:, • 1 American Shutter Systems REV.Ne DESCRIPTION DATE DRAWN Er: LC. TILLIT TESTING & ENGINEERING COMPANY 3 O• ), \ Association, Inc. I OLD 15-079 07/26/17 DATE 07/26/17 _ \ 6355 H.W.3615.St...Re.305.NRGIMA GRRO'JIS,FLORIDA 37166 lir"�!- \ 4268 West Roads Drive 2 ,.•• \1 Phone:(305)871-1530.Fax (705)671-1531 '141 a-mall:tatee90a9l.corn West Palm Beach, FL 33407 3 DRAWING No "`., NA! f;&-G.;1 VALTER A00O0871Jr.DE. Phone: (800)432-2204 . Fax: (561)209-8380 4 17-102 • P.D.SE0516KATOIE%DATE FLORIDA Us.B 44167 5 SHEET - 6 _ _ 15A OF 28 MAXIMUM ANCHOR+ SPACING (in,) SCHED(lE FOR A GIVEN MAX. SHUTTER SPAN. NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE, (SEE MOUNTINGS ON SHEETS 18 & 19) LJ {--3 T I .. ..---1-- E SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. CDX DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD MAXIMUM SPAN WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS (ft) M, N, 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS P & Qw & x w & x w & x AS.D.NEGATIVE DESIGN LOAD(psf A.S.D.NEGATIVE DESIGN LOAD(ps1AlS.D.NEGATIVE DESIGN LOAD(psf,A.S.D.NEGATIVE DESIGN LOAD(psi AS.D.NEGATIVE DESIGN LOAD(ps1JLS.D.NEGATIVE DESIGN LOAD(psi,S.D.NEGATIVE DESIGN LOAD(psi 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 3'-0"OR LESS 12 10 10 9 8 8 6 6 6 6 '6 5 12 10` 10 9 8 -8 6 6 6 6 5 4 12 10 10 9 8 8 6 6 6 4.5 4 3 6 5 4 4 4 3 • 4'-0" 12 10 10 9 8 8 6 6 6 5 4.5 4 12 10 10 9 8 8 6 6 5.5 4.5 3.5 3 12 10 10 9 8 8 6 6 4.5 3.5 3 2.5 6 5 4 4 4 3 5'-0" 12 10 10 9 8 8 6 6 5 4 3.5 3 12 10 10 9 8 8 6 6 4.5 3.5 3 2.5 12 10 10 9 8 7 6 5.5 3.5 3 2 2 6 5 4 4 4 3 6'-0" 12.10 10 9 8 6.5 6 6 _4.5,3.5_ 3 2.5 12,10 10 9 8 4.5 6 5.5 3.5 3 2.5 2 12 10 10 9_ 6 3 6 4.5 3 2 2 - 6 5 4 4 3.5 - T-0" 12 10 10 9 6.5 4 6 5.5 4 3 2.5 2 12 10 10 9 4.5 3 6 5 3 2.5 2 - 12 10 10 7 3 - 5 4 2.5 2 - - 6 5 4 4 - - 8'-0" 12 10 10 7.5 4.5 3 6 5 3 2.5 2 2 12 10 10 5.5 3 - 5.5 4 2.5 2 2 - 12 10 10 4 - - 4.5 3 2 - - - 6 5 4 - - - . 9'-0" 12 10 10 5 3.5 - 6 4.5 3 2 2 - 12 10 8.5 4_ - - 5 3.5 2.5 2 - - 12 10 4 2.5 - - 4 3 2 - - - 6 5 3.5 - - - 10'-0" 12 10 7.5 4 - - 5 4 2.5 2-- -1 12 10 5.5 3 - - 4.5 3 2 - -_ - 12 10 3 - - - 3.5 2.5 - - - - 6 5 - - - - 11'-0" 12 10 5.5 - - - 5 3.5 2 - - - 12 10 4 - - - 4 3 2 - - - 12 10 - - - - 3 2.5 - - - - 6 5 - - - - 12'-0" 12 10 4.5 - - - 4.5 3 2 - - - 12 10 3 - - - 3.5 2.5 - - - - 12 10 - - - - 3 2 - - - - 6 5 - - - - 13'-0" 12 10 - - - - 4 3 - - - - 12 10_ -_ - - - 3.5 2.5 - - - - 12 7 - - - - 2.5 2 - - - - 6 4 - - - - 14'-0" 12_10 - - - - 4 3 - - - - 12 7 - - - - 3 2 - - - - 12 5 - - - - 2.5 2 - - - 6 3 - - - - 15'-0" 12 3.5 12 3 11.5 2 6 16'-0" 12 3 12 2.5 11 2 - 6 - + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES, 1.ANCHORS TO WALL.FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: -1/4.0 TAPCON WITH ADVANCED TORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER O H V BLADE 0 R (1) H V BLADE W/ W/MINIMUM THREADED PENETRATION TION A AS INDICATED AT EACH SECTION ON SHEETS 1B&19.ESCEPTION: SEE NOTE 2 BELOW. 2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U,SHEET 19 AND SHALL CONSIST OF () HV WINDOW BLADE WORKING I N UNISON * LAG SCREWS AS PER N.D.S.2015 SPECIFICATIONS. 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: • SEE LIMITATIONS OF USE OF -SOUTHERN PINE No.2 W/G.0.55(11.D3) BLADE IA Otl SHEET 2B -DOUGLAS FIR W/G=0.50(N.D.S.) -SPRUCE PINE FIR NORTH W/G-0.43(N.D.S.) -SPRUCE PINE FIR SOUTH W/0-0.36(N.D.S.) -MN.1/2•CDT PLYWOOD(1986 APA) 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. Llr�F�AAAVei�%�' FLORIDA BUILDING CODE (High Velocity Hurricane Zone) • !1 Tt1�r "Cdl,. ®2017 TLTECO.INC.(ENGINEERING) ®2017 EASTERN METAL SUPPLY, INC. `PA J� �• +S�c ..4'� BERTHA HVTM Itt• °`*I 0.441$ 1 / IL E C O I N C. ` A.S.S■A■ Accordion Shutter System H.V.BLADE#1 W/OR W/O H.V.WINDOW BLADE&H.V.BLADE j2 3 13 ii TIWT TESTING & ENGINEERING COMPANY American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY: LC. 3 ®': APS :4I ,,•� 6355 NAV.36th.SI.,Sta.305,HRPNA GARDENS,FLOWER 33161 Association, Inc. 1 OLD is-O76 o7/x6/n DATE: o7A26/v :' '•`y �� Phone 305 871-1530.Fax 4268 West Roads Drive ( ) :(305)871-15312 -�41 �AI{7P.: ��ss1A a-moa:Ittoca0ool.eom West Palm Beach, FL 33407 3 DRAWING No sfOL...AL L�,G\v WALTER A50LL7I3r.P.E. Phone: (800)432-2204 . Fax: (561)209-8380 4 17-102 P.E.^ $1,G/.00RE/DATE RORIDA U.a 44167 s SHEET 6 16 OF 28 MAXIMUM ANCHOR+ SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER • SPAN. NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEET 19) ' • L___J B -r I .,. ...T- E + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. • SOUTHERN PINE No, SPRUCE PINE SPRUCE PINE 1.ANCHORS TO WALL,FLOOR OR SOU)WOOD SOFFIT SHALL BE AS FOLLOWS: • 2 W/ MIN. G=0.55, FIR NORTH FIR SOUTH - 1/4'0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.RUaDE( DOUGLAS FIR W/ MIN. G=0.43 W/MINIMUM THREADED PENETRATION AS INDICATED AT EACH SECTION ON SHEETS 18& 19. MAXIMUM MIN. G=0.50 W/ W/ MIN. G=0.36 aCEPRON:SEE NOTE 2 BELOW. SPAN (ft) B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS 2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TIPS U,SHEET 19 AND SHALL CONSIST OF $ & V $ &V $ & VLAG SCREWS AS PER NDS 2015 SPECIFICATIONS. ASA NEGATIVE DESIGN LOAD(psli'A.S.D.NEGATIVE DESIGN LOAD(psS,D.NEGATIVE DESIGN LOAD(pst 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No.2 W/0.0.55(N.D.S) 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 -DOUG1AS FIR W/6.0.50(0.0.5.) 3'-0.OR LESS 12�12 12 12- 12 12 12 12 12 12 12 12 12 12 12 12 12 12 -SPRUCE PINE FIR NORTH W/G=0.43(N.D.S) -SPRUCE PINE FIR SOUTH W/G-0.36(N.D.S.) 4'-O" 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 -MIN. 1/2"Cox PLYWOOD(1986 APA) ' • 5'-0" 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 11.5 10 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE 6'-0" 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 11.5 9.5 8 ANCHOR'S MANUFACTURER. 7'-0" 12 12 12 12 12 12 12 12 12 12 12 10 12 12 12 10 8 8 8'-0" 12 12 12 12 12 12 12 12 12 12 10.5 9 12 12 11 8.5 7 7 9'-0" 12 12 12 12 12 10.5 12 12 12 11 9 8 12 12 9.5 7.5 6.5 6 10'-0 12 12 12 12 11.5 9.5 12 12 12 10 8 7 12 12 8.5 7 6 5.5 11'-0" 12 12 12 12 10 8.5 12 12 11.5 9 7.5 6.5 12 12 8 6 5 5 12'-0" 12 12 12 11.5 9.5 8 12 12 10.5 8 7 6 12 11 7 6 5 4.5 13'-0" 12 12 12 10.5 8.5 7.5 12 12 9.5 7.5 6 5.5 12 10 6.5 5 4.5 4 14'-O" 12 12 12 9.5 8 6 12 12 9 7 6 4.5 12 9.5 6 5 4 3.5 15'-0" 12 12 11 9 7.5 5 12 12 8 6.5 5.5 3.5 11.5 8.5 6 4.5 4 3 16'-0" 12 12 10.5 8.5 6.5 4 11.5 12 8 6 4.5 3 11 8 5.5 4 3 - CD HV BLADE ONLY ,Cp g/ FLORIDA BUILDING CODE (High Velocity Hurricane Zone) • 1LI't1•`Oik�•Tke --- 02017 TILTECO.INC.(ENGINEERING) 02017 EASTERN METAL SUPPLY, INC. a��``4� •�jCENs.. 4 /_IILIECO .NC. \ - BERTHA HVTM ',._� - A■S■S.A. AccordionShutterSystem N.V.BLADE#1 W/OR W/0 H.V.WINDOW BLADE&H.V.BLADE 02 Z TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY: LC. 1 .01/.0::, �� 8255 N.W.36th.SL,Slur 705.VIRGINIA CAROMS,FLORIDA 33166 Association, Inc. 1 OLD 15-079 07/26/17 GATE: 07/28/17 ?D19. � ` �� Phone:(307)571-1530.Fax:(255)871-1571 4268 West Roads Drive 2 t.'��8� Q p; Al a-mal:VltacoGaoLaom West Palm Beach, FL 33407 DRAWING No y_es•'••R • ��tt EB-0006719 Phone: 500 432-2204 . Fax: (561)209-8380 3 jo��pt....02.\ fl WALTER A TILUT Jr.P.E. ( ) ( ) t 7-1 OZ "f4E„SC.I4IURc/DATE FLORIDA Us.0 441137 B L SHEET F 28 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS—FOR-C) HV &---(tb—HV♦=BLADES CAS --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 28 FOR MAX SPAN & �I 1/4'0 TAPCON WITH ADVANCED A.S.D. DESIGNPRESSURE RATING FOR INSTALLATION WITH BLADE 0& WORKING IN UNISON '� 11 THREADFORM TECHNOLOGY ��� I"'� VJ/1 1/2"Min,PENETRATION ( T/4'0 TAPCON WM1TH ADVANCED OF THREADED AREA TO �� I I ,:` VI/ 1 /2 in., , ',-..../ I I I ' \ / = (SEE SCHEDULE ON SHEET'16) OF THREADED AREA TO ( , ,I GOR /// f 't EXISTING WOOD HEADER. I MN'SEPARATION I I 1 �t. I% f (SEE SCHEDULE ON SHEET 16) ( aASS(�ON_ V . 1 I ._+"" , �/OR 17 ql I \ / `t / I.._. 1 SCHNR BIFlIE I I ` f i f 1 t"Nn• ^ iJ4"0-20x3f4'S.S.MACHINE SCREWS EXISTING I CN SHEET 28 aR / 'a''F ! / \ \J 111NN 1 OR]✓� E EO W/ 1/4"-20 NUTS CD 12"O.C. 'GLASS--/ Q'�� 1!� altIrt I I I, Irk / \ Nz {`~. `K f L'`. Jl �I �� I I. '•. •r I\ Th OR� I WALL 1 I FlNISILII I) TIONAL . �..L / iv- I --fil—e'. .\ EXISTING MIN. I w _EXISTING WOOD I"' _ FlN1D I}I .I I o>; i \g11111111;1 4 1., --`j ® \ HEADER REQUIRED I- U OR 1� 1_,_•&a:::•''''% .,''- ...EXISTING MIN. I 1 I `"3 ,- \ I,:?.t I 2'x4"W000 I ( I;i� \ I'. EXISTING • B HEADER REQUIRED I u 4 1` 1/4'm TAPCON WITH ADVANCED MN SEPARATION I �t �� I ( THREAOFORM TECHNOLOGY GLASS--{ q'� SEE I Ii MIN.SEPARATION I i i' ] 1 1 y W/ 1 1 2 Nin.PENETRATION I, I 2'x4"COM.SILL / / 12 FOR BLADE}'ORS TO CLASS PLATE REO'R. OF THREADED AREA 0 SCHEDULE GN SHEET i I �. } I I EXISTING (SEE SCHEDULE I I r �'%iI MIDWIDTH OF WOOD PLATE. II CN SHOLJ88 GLASS ON SHEET 12) I 1 /1� �\ 1II 4��s (SEE SCHEDULE ON SHEET 16) 1II 4 ()NV WALL HEADER INSTALLATION (O NV WALL SILL INSTALLATION low WALL MEAAER INSTALLATION. • t EXISTING I M1N,SEPARATION 91i !T I MIN.SEPARATION • 1 GLASS--; MIN.SEPARATION I `I' TO GLASS t+ TO GLASS TO GLASS � I ] I (SEE SCHEDULE I; 1 (SEE SCHEDULE 13 0 O 6lISTING O 2'x4"CONT. EXISTING ON SHEET 12 WOOD PLATE ON SHEET 12 GLASS�p ON SHEEP 12) , } CLASS---B ) 41 Ip] I 1/d'0-2EA3/4"S.S. I •a REVD. I ] 2 I"'�^.�.,,,,,^ !/4'm-20x3/4"S.S. p I Q i AlACHtNE SCREWS . • ''� { 1/4 20 NUTS S W/ .i7 I USING 1/4'-20 NUTS I I {/ t `� WACL I ( ":?{'�.i'ms's- 1/4'-20 NUTS 0 I • 11 ' I, e i•..-i-- rFINISH I i \ j, iz-o.0. �,. �!.(-},I III } 1 ® 1z"o.c. I i" illi' / �I .. I /� \ .=� "�'I�I �(+ ( �•.—LINT j —,�.,� .� I i,1 �'! \, I I 7`('�.....,-_.� (f�~ ,./ ('()ORO 6 Q I I 1 ' -:I 1eaR] aR t 8 ` 1 OR I /. 'h'� A 0 2'x4'CONT. 1 1 !, ( 1 ( ,--� �A{ f 1 1 1 �.� - co 1® WOOD PLATE I 1 L-Ea. .Ea- 1 <maim 1111 ••~ _ LEO-V, /r I ' t 1 c.,, . REVD. tmtrttr =I o I -)1'Min. •\T1 ••• 1/4'0 TAPCON WITH ADVANCED I ` I F 1"Mn.^ 63! ! -� I 1 1•?% THREADFORM TECHNOLOGY 1 1II • 1/4"0 TAPCON WITH ADVANCED y II 1 1 1/4"0 TAPCON WITH ADVANCED L� ' ^ti YJf t J2'Min.PENETFATION OF ,'i >'1,(}' '� .`.' THREADFORM TECHNOLOGY HOS- 111 , LI \IA \ THREADFORM TECHNOLOGY k 1 1HREAOEO AREA It7E0 PLYIVOOD. I VJ/if2"Min,PENETRATION OF 1-SEE SHEET 4 FOR TYPICAL �2':4'CONT. W/ 1 1/2'Min.PENETRATION i/ .I (SEE SCHEDULE ON SHEET 16) I �,11� 'y,11 {y1i THREADED AREA INTO PLYWOOD. SHUTTER ASSEMBLY. I SILL PLATE !AI OF THREADED AREA I 1\ 1I\\ EXISTING MIN,2'x4"STUDS q (SEE SCHEDULE ON SHEET 16) 2-MOUNTING SECTIONS CAN BE 1 REQ D- }} ii,!, FINISH MIDWIOTH OF WOOD PLATE. 11 , 0 16.O.C.MAX.REIM. COMBINED IN ANY WAY TO 1LL t \\1 IL _ FINISH (SEE SCHEDULE ON SHEET 16) 1/2"MIN.CDX PLYWOOD REQ'D. SUIT ANY INSTALLATION, ��� PLYWOOD TO BE ATTACHED TO 1/2"MIN.CDX WALL FINISH 'STING MIN,2"x4"STUDS 0 16'O.C.MAX.REO'D, STUDS IN ACCORDANCE WITH PLYWOOD RED'D. PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE SECTION 2322 OF THE FB.C. ®HV WALL SILL INSTALLATION WITH SECTION 2322 OF THE RECO. AAOOA •6VDESEE t1AA0NNSHEET S OF U$E OF ®HV WALL SILL INSTALLATION �p>�d�Q11 .l Vtt WALL SILL INSTALLATION FLORIDA BUILDING CODE(High Velocity Hurricane Zone) ,,dl(1,(,\ .•••' /7 + 02017 TILTECO,INC.(ENGINEERING) ©2017 EASTERN METAL SUPPLY, INC. A �EBERTHA MVTM �D.44187 / I L E C 0INC. BERTHA Accordion Shutter System *i H.V.BLADE i1 YI/OR W/0 H.V.WINDOW BLADE&RV.RADE 12 ',.y .I. ! TILLIT TESTING dc ENGINEERING COMPANY American Shutter Systems REY,No DESCRIPTION DATE DRAWN BY: L.C. .. 'ttt/�t� 0355 11W.36tH,st,ste. 05,5105706 0065065,AWRNA 3310A Association, Inc. I. OLD 15-070 57/26/17 DATE: 07/26/17 - 1+V��"�`' , 4 'M V11 Phono:(30S)671-1530.Fax;(305)B71-153! 4268 West Roads Drive 2 - S '••[p•a•....••••. '� ' a-moat 4TIecoo001.com West Palm Beach, FL 33407 - DRAWING No 'd S�(1t/A1.l` 1Li WALTER-0006A. T1Jr,P.E. Phone:(800)432-2204 ..Fox; (561)209-8380 4 17-102 P.P.sztr/SmONAittrltf0ATE FLORIDA Un,144167 5 SHEET 6 _ 18 OF 28 • • INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR Q HV & ® NV* BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV BLADE 0 ONLY SHALL BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING. SEE SHEET 28 FOR MAX SPAN & WALL FINISH A.S.D. 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I IIOR �, FGF OR SOUTHERN PINEUNM 2, OCR �{t I tvus tQe�,i1 11 �L'J OR EQUAL. 1-SEE SHEET SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY. 1 It 1 2-INOUNTING SECTIONS CAN BE COMBINED - ANY WAY TO SUR ANY INSTALLATION. OHV CEILING INSTALLATION- 0 H CEILING INSTALLATION g 1� —P I IAN.sYN7anW !. r 1O OR (Y jTEN.SEPARATION - MIN.SEPARATION I 1 SafDIAE 01ICI CUSS(a�m�SEE `. - TO GLASS I I L EXISRNG I'LL' ftA0ET4R i; ' -{(SEE SCHEDULE . I oN sm 25 E%ISRNG (sEE SCMDULE ON SHEET 12) , I ^t CLASS I E9Aa6 10h® ON SHEET 12) ,„ CL0.5S� I `1. ' Q y ` • ^. I ' l I 11 1 1 . =1 111 p 1 I i 1 ANCHOR e l I F!,A 0 1 I I I EXISTING .}.}.' ' -I+ • . 9 WALL� I I {' LOCATION CLAS 2'x6'MIN.WOOD 7-- ...... FP1I511/ I I 1/4' O WOOD I 3/8'MN.`.v,11 - 810x3/4'HEX j 1 �OECK-RDUIRD ) 19 A ::n�� Wm. 6 a 3/8 I(w^ #10HER HEAD TEK ffi (NO FINISH ALLOY/ED 1 7 '� 216'MIN. I I nu SCREWS® 12'o.c • �y l l..�.IC. + ®OR DECK REQUIRED(NO 1 ,,,r:��_ �- i';', 1•41 EDGE OF DECK w I\ - ''. _� © FINISH ALLOWED) �r T� --...i. IF APPLICABLE W f x��l= '-EO—EO 1/4'0-20x3/4'S.S. EDGE OF DECK � f; 1/4'0 F.H.TAPCON WITH .-/ 1/4'0 TAPCON WITH 1' PHIWPB TRUSS HEAD IF APPLICABLE EDGE ADVANCED THREADFORM Art 'i 11 ADVANCED THREADFORM -Min. MACHINE SCREWS 1 Op NM TECHNOLOGY W/1 1/2'MIn. TECHNOLOGY W/ 1 1/2'Min. W/1/4'-20 NUTS 'TAIN. 2---9-80.--- DECK IF I� PENLTRATION OF THREADED 2'x4'CONT. -' PENETRATION OF THREADED ® 12'O.C. F APPLICABLE 2'MIN. AREA 0 MIDWIDTH OF WOOD SILL PLATE 2`F- AREA 0 MIDWIDTH OF WOOD 1/4'0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY PLATE. • RELY "w PLATE. 'W/ 1 l/2 Min.PENETRATION OF THREADED AREA INTO WOOD (SEE SCHEDULE ON SHEET 16) 1 SCHEDULE(SEE ON SHEET 17) DECK.(SEE SCHEDULE ON SHEET 16) •SEE U ATIONS OF USE OF 11 t',�� 1'� I I�"'� BLADE 1 ON SHEET 28 QX HV WALK—OVER INSTALLATION L HV WALL SILL INSTALLATION 1FTTTT''''"T�'''. O HV FLOOR INSTALLATION FLORIDA BUILDING CODE (High Velocity Hurricane Zo• ne) ,11.,�a '' to., 1 02017 TILTECO,INC.(ENGINEERING) ©2017 EASTERN METAL SUPPLY, INC. • 1sa� � ENSF'�� :' BERTHA HVTM d s No•44167 Accordion Shutter System _ r * / I L E C 0 I N C. A•S■S■A•■ ,{,V,BLADE 11 W/OR W/0 N.V.WINDOW BLADE do H.V.BADE#1 11 I ;•1'k TILLIT TESTING k ENGINEERING COMPANY American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY: LC. `- P•:' %. 8355 N.W.26In.SI.,Sia.305,10107116 1:4RDOIU,FLORIDA 33780 A$SOOtOAton, Inc. I OLD 15-079 07/26/17 DATE 07/26/17 G. ' ' �11x Phone:(305)871-1530.Fox:(305)871-1531 4268 West Roads Drive" S -- , 2 .......el" e-man:ttlteco0aol.com West Palm Beach, FL 33407 DRAWING No - -*SiONA1. r,1 EB-0006719 Phone: (600)432-2204 . Fax: (561)209-8360 4 17-102 WALTER A TILLIT Jr.P.E. P.E.SEAL/SIGNATURE/DATE FLORIDA Lie.p 44167 5 SHEET 6 _ 19 OF 28 • END INSTALLATIONS 0 HV & 1�A HV• BLADES INTO 2"x4" MIN. WOOD STUDS. ' 21x'WIN. - -- - - 2'x4-NM. 1 4•TAPCON WRH s. (AS APPLICABLE) a-+'UI \ /( ANCEO THREADFORM nw{ 2•x4•MN.WOOD WOOD MITI. TECHNOLOGY RW MINX Tipp =DS Rm'0. w�, 2'x4'MIN.WOOD `I\\ :u AS APPUCABL AINCMORS O 6'O.C. 1111.41'4 STUDS RM. wAul^ \\ % ( - w/1 1/Y MIN.1HREA0ED I 1ii / �.I \ ,RLL FlNISN 'k 1. w/NN.1112 Nf WIRE=5 OR I y I \ / FlNISN . 4 A,I,E0\ lOIISTNC GLASS F PENETRATION TO 1/2•COX '�'�LL�� EXISTING GLASS 1/2'NIN.cox . 1 }/NM\ NU11W MN STPARMICN �r�T;��, ��,a. _ PL1'WDO.. TO CLASS d -� 1/V YIN.COX IOL SEPARAIICN MN SEPNUTIO1 ,__`.ami (HE •-•.1'.1"..lat.�.�.v. •t1'•*• .iT� / ++y2C��, .� �.�.G.-e:.,.�..• TO a TO GLASS(SEE I/2'Nw.COX SOE I GLASS(SEE 9 f SCIEDUE ON SNEEf PLYWOOD. n;;Nrw:'s34a. �rf.A: aM! (SIE _ 12 FOR HARE©AND 1/16'x]• aA411lAE CLi SHEET ,a` '' '� '. :-.5. SbEEUIE SST PL711'000. ON BELT TB FOR (6063-76)CONT. I W 12 FOR BLADE Oh40 12 FDR BLADE IDHD 1/2' �1- 12 MR SHEET 28 TER RC FISH 1/2'412.CD% 0.1 BEET FOR CN SHEET 20.FCR HADESOW8 ALUM.CLOSER PLYWOOD. 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THREADED PENE1RAilON THREADED PENETRATION /10x1/2•S.U.S. IUN.SEPARATION • SEE LIMITATIONS OF USE OF ILtt SeTARATION STUDS REG 01 INTO STUDS 0 12'O.C. D170 STUDS o 12'Q.C. 016 O.C. TO Cuss(SEE © 0 BLADE to ON SHEET 28 Fp£DUE OGLASSN SHEET I��® _® 1/2'MIN.mi 1 B1/MEDIAE�E©NC 12 FOR BAC(DOM 01 SHEET 28 TER r HADM©06, 11111ffilalk, I I NMI ,----CN WED 28 MR � BI/OE50&� D I. \-_- <>....--------5.-, >_� -Q _� OOR©OR0. V .,. 1F _aea♦ ''^y —_I§ I -- —Fr � 1 OP. 30R OR 111 0,R� Q O G 1®OR I.• , o f . �.. r .l iiV --- I O cn®OR 0 O , Oxy 1g OR )CX(3 OR•1C'S' ®a O.0a044.®a L Da max 2•x4'NN.Y/DOD WISH 3a©•0.• 10•O9v VIEW Y 10P'@a'®•'i ©•©a STUDS REO'0. FINISH IDP�Sa®•Oja©.@a PLAN 0.0•@,..®•O•@a 0.0•©00.0.43- ®•,©®-O•®, CS•EEal( •®CLO•®a -- 0•taad_4•@a@•® ®'Etav®a@•@ DETAIL X END CONNECTION DETAIL, 0 ENDyf{�tG)►4MiTF.J�JG•AQN DETAIL 12 FLORIDA BUILDING CODE (High Velocity Hurricane Zone) - ,V10,,v1c.�1.. • '0/.)'nr. 02017 11LTEC0,INC.(ENGINEERING) ©2017 EASTERN METAL SUPPLY, INC. GENS' 4eP i BERTHA HIV . S S A Accordion Shutter System I No.44187 1 /_IILIECOINC \ ■ ■ ■ ■ N.V.BLADE 11 W/OR W/0 H.V.WINDOW RIME&H.V.BLADE$2 'N TIWT TESTING & ENGINEERING COMPANY American Shutter Systems IEV.No DESCRIPTION DATE DRAWN DY: L.C. - �yq Association, Inc. I OW 15-079 07/26/17 DATE: 07/26/17 • �•a \\ 6355 N.W.382.SL,Sia 305,NOMA WOWS.FLORIDA 33166 . '3' C\,, ,i/\\ Phone:(305)871-1530.Far:(305)871-15]1 4268 West Roads Drive 2 DRAWING No ti•12%:'. WI \4�..0' a-moll:Ioleee0aol.com West Palm Beach, FL 33407 3 'sS•NAT..�N6 I1 Ee-0006719 Phone: (800)432-2204 . Fox: (561)209-8380 a 1 7-1 02 I /AA rr WALTER A 0MUT067 Jr.P.E. P. . SIGNATURE/DATE FLORIDA Mc./44167 8 SHEET20 F 28 • o 6D 1 l II I II * NOTES ON HD LOCKS AND CENTERMATES: - (3m@� D ALTERNATE -LOCATION 1. MANDATORY CONDITION # 1: ONE 0. H.D. LOCK SHALL BE USED FOR 1 @- -.4)4_,1 .4)•_, ANY SPAN AND INSTALLATION AT HEAVY DUTY SYMMETRICAL CENTERMATES, , HVD-NOD xve-xoD NDA-HVA �— I (S1 OR 32) 3+{�AND AT ANY ELEVATION. 34 H.D. LOCK MAY BE- USED, AS e.../, ' ! AN INSID OR UTSIDE LOCK, ATTACHED T HEAVY DUTY SYMMETRICAL 2 .3a ` CENTERMATES WITH (3) #8 x 3/8" LONG FLA HEAD S.S. M.S. LOCKING .t.-HAD - I / r RODS ©ARE NOT MANDATORY, i.e. THEY ARE COMPLETELY OPTIONAL. �� L / I 2. MANDATORY CONDITION # 2; LOCATION OF( H.D. LOCK SHALL BE AS 14 WINDICATED ON SHUTTER ELEVATION, i.e., FORS UTTER SPANS UP TO 105". "v` ( ) H.D. LOCK MAY BE INSTALLED AT MID HEIGHT OF SHUTTER OR AT 12" C7 �N F COVE OR BELOW MID HEIGHT OF SHUTTER. FOR SHUTTER SPANS GREATER L, ° P I r A B'2 2 THAN 105", ® H.D. LOCK SHALL BE INSTALLED AT MID HEIGHT OF J � a .LTEIrI T\/Lou1 TN I / a SHUTTER. r 1 f 'r O a" ( - 0 HVE-HOE - ,E -LL 0 \\ ___ 3 8 IIv \ 3 . - ' ___„......4/Ire 1 SEE END � I CONNECTION cc DD ®.mr cc v.5— iSe—I DETAILS 0 SHEET 24 TYP. FULL MOWED 61001 HEIGHT. 9 OoR O © • DR +TOR 10 + I7`\OR(t�+11`11�� TYPICAL n HV BLADE SHUTTER ELEVATION N.T.S. i � �1 ,`0 FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 1t� �` �� 02017 11LTECO,INC.(ENGINEERING) © EASTERN METAL SUPPLY, INC. • 4'vs,„ .- ENS '' --P 74. BERTHA HVTM ldo.441 S A Accordion Shutter System �� / I L ECO® INC. ■ ■ ■ ■ d,V.BLADE#1 W/OR 5/0 H.V.WINDOW BLADE&H.V.BLADE#2 ' ` I American Shutter Systems REV.No DESCRIPTION DATE DRAWN 67: LC. �y .' TILLIT TESTING & ENGINEERING COMPANY — �,J,�Oy/ `V,O 6355 N.W.3615.St.SIe.705.WRgMA GARDENS.RAldOA 33I66 Association, Inc. Drive I 01.D 15-079 07/26/17 DATE: 07/26/17 ?cit. 4 R� ��s Phone:(305)671-1530.Fav:(]05)671-1571 4268 West Roads Drive p e- �. 1� o-man:lnlceoOaoLcam West Palm Beach, FL 33407 DRAWING No n 4 J �.y'�S1Ql4Al.� N,1 EB-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 4 17-102 n f WALTER A.WLLJT Jr.P.E. P.E. Still'/5IGNATURE/DATE FLORIDA Lie.yi 44167 SHEET 0 28 • POURED CONCRETE ANCHORS CONCRETE (SEE SCHEDULE ON 1/4'0-20x3/4•S.S. REQUIRED SHEET 26) MACHINE SCREWS USING I`--"L/ 1/ SCHEDULE ON SHEET 4'-20 NUTS C 6.O.C. POURED CONCRETE ANCHORS CONCRETE (SEE26) I / . REQUIRED EDGE OF / / Min. YIN.SEPARATION f /' / EO EO / ' /% 0•' ' APP CABLE YIN.SEPARATION O (SEE .clotrA ON i0 GL155 _ ) / 11 /\�ei Mr� ; .: '/ '� (SEL 601E71IGE 0.Y• SNEET9 . 'i■�_ %:/1 •F0, •EO' "/," s u) /� II E%ISTING o .,/ ___-, I ( Hj✓1 S - )5 S EXISTING /~-J VI--II _ .. /.,W/ \ HH ' I r ', �� GLASS �\ / • OPTIONAL ))j�� HH / /. ',/i EDGE OF '! -/1, EXISTING_� Imo,/ •/ 1 LAB IF I �,' EDGE OF CLASS %/ !rra ;% / APPLCABLE _n/.//,1,- /f i / SLAB IF MIN.SEPARATION MIN.SEPARATION f / / / : / / APPLICABLE TO CUSS i I/ / / .E.O•/ /, ` TO GLASS © -I(SEE SCHEDULE ON / / /�. / (SEE SCHEDULE SHEET )ON SHEET 25) 0 I//�, / / POURED' E O.�i CONCRETE EXISTING-\1 POURED FLAT HEAD CONCRETE ANCHORS REQUIRED GLASS } CONCRETE (SEE SCHEDULE ON SHEET 26) FIAT HEAD CONCRETE ANCHORS REQUIRED (SEE SCHEDULE ON SHEET 26) ® HD WALL HEADER INSTALLATION J HD CEILING INSTALLATION ® HD TRENCH INSTALLATION ® HD WALK-OVER INSTALLATION • EXISTING YIN.SEPARATION O GLASS---"' YIN.SEPARATION © L— TO CUSS O MIN.SEPARATION 2 TO ORA (SEL SCNEOIAE ON TO CLASS (SEE SCHEDULE cm SHEET 77) - T'(SEE SCHEDULE ON1I1 .J SHEET 25) E%ISTING (t' .i GLASS - EXISTING _� ilD I CLASS I/! / ! / ALTERNATE /•,s ,/ f-OPTIONAL . H„ OPTIONAL -1 f"' 1ll @14:3/4'HEX/ � r.„- ,'t^7t, G� WASHER HEAD LOCATION I`��pJt HEAD-TEK SCREWS4.HEX 0)R %/ / / d C:,7: 6:. "' l�1;.'I•ilL. pi-sir----, ®6 SCREWS NII!I. "• a J '� 6"O.C. .+ _--- El MI I •g ,„II CONCRETE ANCHORS /./1' ,E1-4,r,„. rr ©y 0 (SEE SCHEDULE ON '`/ @14x3/4' 11EX HEAD�i ` ,..�`._ SHEET 26) 1''`.r / T. ., TEK SCREWS 12 3'O.C. / /, :I r ' / /I / / / /• OR 1/4'0-201 S.S. MS. CONCRETE ANCHORS EDGE OF :'/` / ` /�-i i1j�/, ,II I�j•: `/ 1/ /,/ 1 /: / ). LY/NUT 19 r O.C. (SEE SCHEDULE ON .Ti APPLICABLE 1 % EQ /' /f FSLAB F / 1/4.0-20x3/4'S 5 i SHEET 26) N / //,' //. . /://f/,. APPUCABLE //// / / MI.PHIWPS TRUSS HEAD - •� , f!' / / !/r ,�' % / ,///� : MACHINE SCREWS - POURED '%j'�//•, '/ ! i l/. - - ' ,/ •NCRETE ANCHORS „7,/..,/I('/,,/,„,./! /I I/ 1%, '/' / / CONCRETE ' USINGTS1/4'- - ri - I i- - , ' / ' /7/ EDGE OFIF I E Dr E 0.• POURED CONCRETE (SEE SCHEDULE ON 1''',/ : /1 7/e7. T.i/6' - REQUIRED NUTS® 6.D.C..0 " /"; , / / 7./E // SLAB 9 ' WALL REVD. SHEET 26) / ,_/ /, // ,/Fp./,//// APPLICABLE �' 'I -% `�/ © HD FLOOR INSTALLATION POURED) EE HD WALL. SILL INSTALLATION - CONCRETE REQUIRED NOTE FOR COMBINATION OF SECTIONS: CO HD RAINGUARD INSTALLATION INSTALLATION DETAILS W/ O HV BLADE 1- SEE SHEET 21 FOR TYPICAL SHUTTER ASSEMBLY •E .D.m EDGE DISTANCE • SCALE: 3/8"=1" 2- MOUNTING SECTIONS CAN 14E COMBINED (SEE SPECIFICATIONS ON SHEET 26) 0IFAAA,,„,e, IN ANY WAY TO SUIT ANY INSTALLATION. TLL�1)1 .2'i” d FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 4441`..........." /ice 02017 TILTECO,INC.(ENGINEERING) ©2077 EASTERN METAL SUPPLY, INC. �GENS� ., i BERTHA HVTM No.44167 �L ECO 'wc. �.S.S.A Accordion Shutter System * H.V.BLADE�1 W/OR W/0 H.V.WINDDW BLADE&H.V.BLADE�2 A' TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems REY.IIo DESCRIPTION DATE DRAWN BY, LC. �� Association, Inc. i OLD 15-079 m/26/n DATE: o7/zfi/n Q 6733 N.W.]61h.SL,He.305.VIRGINIA CARDERS.FLORIDA 7716[ 44 Pnono:(]03)671-1530.Fax;(305)671-1571 4268 West Roads Drive z �e$' '\�j��tE�t a-mail.fltacoOool.aom Ylest Polm Beach, FL 33407 ] DRAWING No s/Q�(IAl• 'I E8-500671B Phone: (800)432-2204 . Fax: (567)209-8380 4 1 7-1 02 '�� - • WALTER A.TIWT Jr.P.E. P.R..SEIL"JSIGtUfURE/(LATE FLORIDA ua.@ 44167 s SHEET 6 22 OF 28 • SEE END WALL CONNECTION DETAILS ON SHEET 24 our 90. IN -1l—EXISTING GLASS ^INSTALLATION P: * SEE NOTES ON LOCKING RODS 3® &'HD® LOCKS ON SHEET 21 C2) HV BLADE OOR8 9 O OR 6O+O.OR `tC0 +©oR©+© SEE END WALL CONNECTION. DETAILS ON SHEET 24 II• t L --EXISTING GLASS 414 --S 2'02'01/8'x0'-2' * • (6063-T6 ALLOY)ALUM. • ANGLE WI(2) 1/4'0 OPTIONAL TAPCON ANCHORS TO 814 a 3/4'SJA.S.0 12' MIN.SEPARATION (4) H.V. ( ) L� (OPTIONAL) CONCRETE(TOP/BOTTOM O.C. _ TO GLASS ,2 h(4)814x1/2'S.N.S. / (SEE SCHEDULE PINS (TYP.) I N TO TUBE AT EACH ON SHEET 25) (4) H.V. ll ANGLE (TYP) © l 6 1/2' PINS (TYP.)311Mah 1 I. �i^ �I1 I`"ar_ _—rte_— Z rc;s�r�j `.1 --- AiII IlliWir li..= v I 126111 1/2" a -- . Ailloi,., _II I NT.,--rjel J 6 s —WW1 10 31 OR 32 •, ®oR 32 31 oR® 31 oR 32 //�\ HVA-HDA 1111 dr,, ® (OKI HVC-HDC I SI IaR®oR©+DOR EXIS LNG GLASS (OPTIONAL) HVB-HDB OUT. SYMMETRICAL HD CENTERMATES �\// __ ___ SYMMETRICAL HD CENTERMATES W/ J« LOCK (INTERIOR) O+ (30,0 9 0R®+© —— j / W/ I9* LOCK (EXTERIOR) MIN.SEPARATION TO GLASS I N © / %/ 0 O®OR©+0 O (SEE SCHEDULE ON SHEET 25) y{ / it % / i.. //' O+©CR©+© �, n / EnglinlArt7—Viall1=1M Ly/ IBM 1111M1111116411111b" i CONCRETE'S i j I ANCHORS c © © \ �j 1.- N O.C. .e / y� % : / mutommoremomilmennia' r l OUT /� /�` ,-' HVE-HDE POURED CONCRETE OR CONCRETE BLOCK WALL HVD-HDD REQUIRED t,1,1+�`Vi 4 ii,7- FLORIDA BUILDING CODE(High Velocity Hurricane Zone) 1t Q, •.'• 02017 TILTECO,INC.(ENGINEERING) ®2017 EASTERN METAL SUPPLY. INC. '' '\N 4'' = BERTHA HVTu No.44167 '1: 3 /_IILIECO1p1,c \ A S S A. ■ ■ ■ ■ H.V.BLADE ) W/OR W/0 H.V.WINDOW BLADE k H.Y.BLADE Q! / . Q TIWT TESTING & ENGINEERING COMPANY American Shutter Systems REV,N° DESCRIPTION DATE DRAWN 9Y: LC. 1,...);!r-' r S. 8355 t1.W.30th.SL,Ste.305,VIRGINIA GARDENS.R.OPoM 33166 Association, Inc. I OLD 15-079 07/26/17 DATE: 07/26/17 41 RI;.,. 1,A Phone:(205)871-1530.Fax:(305)871-1531 4268 West Roods Drive • 2 _ ......‘c,��,t1 e-mall:tIltaeeCcsl.earn West Palm Beoch, FL 33407 3 DRAWING No _. (OVAL p ,' E8-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 4 1 7- 02 1VALTER A TICCIT Jr.P,E P.E.SEAL/SIGNATURE/DATE FLORIDA Us.B 44167 s SHEET 6 23 OF 28 ' POURED CONCRETE POURED CONCRETE OR .---POURED CONCRETE /., 'RUCON CONCRETE OR CONCRETE P.�- OR CONCRETE �- BLOCK WALL REQUIRED OR CONCRETE CONCRETE BLOCK WALL C•' BLOCK WALL REQUIRED ;�‘�/ I BLOCK WALL REQUIRED '\/ !• REQUIRED �!• i' \� I'• �IXISTWC CLASS I �! EXISTING GLASS ' CONCRETE ANCHOR •• EXISTING GLASS % -T—- ///� '-2"MIN.. EXISTING GLASS O 16"O.C. ,' ___ / I //i j' J_ / / <� ! 2"MIN. J G`,' TI •� ,t" 1 % I EO ' EO / /,, � - MIN. SEPARATION % i i = MIN. SEPARATION I I MIN.SEPARATION 1 16'x3'MAX. MIN. SEPARATION / TO GLASS I TO GLASS I I TO GLASS (6063-T6) CONT. I TO GLASS / (SEE SCHEDULE �/ ill ! (SEE SCHEDULE / (SEE SCHEDULE (SEE SCHEDULE ON SHEET 25) 1 2 I ALUM. CLOSER / / Ir ON SHEET 25) ERHER SDE r ON SHEET 25) PLATE, (LOCATE 1/2' II ON SHEET 25) �L;,- '�" I OF SO) AT EITHER F SIDE MIN wit iirt-A I r 1 1/2"MIN. - ', I ♦USE 1"OR 2"MA%. I ` 1' [ I r,v1. ®14x1/2"S.M. I ----- (AS APPUCABLE)x2"x1/8'x0'-2" I ar�> ------�814x1/2'S.M. 1� _____ O i6'O.C. ` ! i � O 16"D.C. .J1, r!� -—' --� ALUMINUM CLIP ANGLE ,' �.�i ` (6063-T6 ALLOY)AT MIDHEIGHT , 1—, Irk ' 1 \ (1) #14z1/2'S.IA,S.70®& \1 0 © /\' (2)1/4'0 TAPCONS ANCHORS TO ItifIL' / ISEE DETAIL% FO WALL AT 1'O.C. (LOCATE AT I SEE DETAIL X FOR-% 910E CONNECTION EITHER SIDE OF®)SIDE CONNECTION TO TRACKS O OI 5 SEE DETAIL ONECTIOS I ©+DOR®OR (+�IOR I TO TRACKS ❑/�� �� 1--C)+ ] OR s OR I+ 5 OR SIDE CONNECTION O OOR®OR©+DOR p. +DOR®OR Cit+O hI OR 10 + 15°R18* 15 00+ 15 c% (D+@ 00+ 15 END CONNECTION DETAIL END COSNNECTION DETAIL 20 END CONNECTION DETAIL�3 END CONNECTION DETAIL • REQUIRED ONLY FOR SPANS GREATER THAN 12'-0" POURED CONCRETE OR POURED CONCRETE OR CONCRETE BLOCK WALL CONCRETE BLOCK WALL © 4 REQUIRED ,• / REQUIRED / / EXISTING GLASS /'- EXISTING -� !( GLASS _I�+Nr�a!+ .r, ,-. .7 .. ��T! .v—_—_--_ ,4x1 i2"S.M.S. Y LAIN, SEPARATION 0.16'O.C. TO GLASS I �el____I ©OR®ORIS / �/, ' / \ (SEE SCHEDULE � i _ MIN. SEPARATION CONCRETE / 1/2"MIN, ANCHOR O ON SHEET 25 TO GLASS ) (ID ------ '1-'-a (SEE SCHEDULE 12.O.C. Q'. CONCRETE' ON SHEET 25) ' EU �. \ (� I / ANCHOR i _I r / NW ®OC• --- iE 1/2"LAIN. - - ! �_/ Y{Y{�I, - ��: � �1t —J +L�i �OR®ORIJ ' `= 2'LAI Eo .; i PLAN VIEW Y / / r © DETAIL X O O O 0.0.0.00R END INSTALLATION sOROR + OR HV BLADE INTO CONCRETE OR 10 + 15 OR1I 7}I+ 1 s 19+5OR@+@ CONCRETE BLOCK WALL. END CONNECTION DETAIL 50 J1�� &( CTION DETAIL© FLORIDA BUILDING CODE (High Velocity Hurricane Zone) tlIL :.•.CENp .. ✓11j' 02017 TILTECO,INC.(ENGINEERING) 8)2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM No.44167 : ? A■ ■S■A■ ccordion Shutter System /_hLIECOINC. \ N.V.NVBLADE g1 W/OR W/0 H.V.WINDOW BLADE&H V,BLADE A "a American Shutter Systems REY.No DESCRIPTION DATE DRAWN BY, L.C. 1),...,.._„&e: 1 =//Q,.� V. TILUT TESTING & ENGINEERING COMPANY l...1.(5.••• l V 51 6355 N.W.]fiN.Sl,SI..305,006160 GARD015.FlAfliW 33166 Association, Inc. 1 OLD 15-079 07/26/17 DATE: 07/28/17 . e •C�xT 1`; ..;._s1,1°� ( ) 4268 West Roads Drive Phone a J05 871-1530.Too:(305)871-1531 2 DRAWING No , a-m E 0006719 West Palm Beach, FL 33407 3 .S/��Al�`I.I' Efi-ODo6719 Phone: (800)432-2204 . Fox: (561)209-8380 17-102 ' WALTER A nun'Jr,P.E. a P.E.SEAL/SIGNATURE/DATE FLORIDA tic.ii 44167 5 ' SHEET 6 24 OF 28 L _ * NOTES: 0 SEPARATION TO GLASS REQUIREMENTS MAXIMUM SHUTTER SPAN "L+" OR "L-" (ft.)* (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE MINIMUM SEPARATION TO GLASS FOR SHUTTERS SYMMETRICAL A.S.D. DESIGN PRESSURE RATING. INSTALLED AT ALL ELEVATIONS OF BUILDING IS 3". INSTALLATIONS W/ L-: MAX, ALLOWABLE SPAN FOR A GIVEN NEGATIVE A.S.D. HD N RMATE 31 OR Q, DESIGN PRESSURE RATING. W/ ONE HD tv LO K & NO (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL LOCKING 'SOS 35 • MOUNTINGS OR FLOOR/CEILING: GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, WXWUN POURED CONCRETE INSTALLATIONS DETERMINE MAXIMUM SPAN "L+" FROM SCHEDULE. • AS.D.O0GN PRESSURE GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, • RANG DETERMINE MAXIMUM SPAN "L-" FROM SCHEDULE. • (P,,,1.) ALL MOUNTING CONDITIONS • (+OR-) L A (5) L-(NI FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 30 OR LESS 15'-5" 18'-0" MINIMUM DETERMINED SPAN BETWEEN "L+"AND "L-". 35 14'-10" 18'-0" (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 40 14'-4" 17-10" COMBINATIONS IN BETWEEN WALL W/ FLOOR/CEILING INSTALLATION LEGEND 45 13'-11" 17'-6" MOUNTINGS: SUBSTRATE POISED CONCRETE 50 13'-6" . 17'-0" FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE RATING: MOUNTINGS (SHEET 22) 55 13'-3" 16'-10" DETERMINE: WALL 60 12'-11" 16'-2" LI-0= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS, AA & EE 65 12'-8" 15'-6" L2+= MAX. SPAN FOR FLOOR/CEILING MOUNTING MOUNTING INSTALLATIONS. 70 ' 12'-6" 14'-11" _ FLOOR/CEILING BE, CC. DO, 75 12'-3" I4'-5' FOR A GIVEN NEGATIVE AS.D. DESIGN PRESSURE RATING: MOUNTING FF & GG 80 12'-0' 14'-0" DETERMINE: Li MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 85 11'-10" 13'-7" L2-= MAX. SPAN FOR FLOOR/CEILING MOUNTING 90 11'-6" 13'-2" INSTALLATIONS. 95 11'-3" 12'-10" FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 100 10'-6" 12'-6" MINIMUM BETWEEN "L1+", "1.2+", "LI=AND "L2-" 105 10,-0" 12,-2" 110 9'-6" 11'-11" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND MAXIMUM A.S.D. DESIGN PRESSURE 115 9'-1" 1I'-8" RATING TO DETERMINE MAXIMUM ANCHOR SPACING. 120 8'-9" 11'-5" 125 - 11'-2" 130 - 10'-11" 135 - 10'-9" . 140 - 10'-6" • 145 - 10'-4" 150 - 10'-2" • 155 - 10'-0" 160 - 9'-10" 165 - 170 - 9'-7" 175 - 9.-5" 180 - -4" © H V BLADE 185 - 9*-'2" 190 - 195 - 8'-9" 11j1,'iOR k�774� ,1,,yP:.•t�E '•--c T�•r- FLORIDA BUILDING CODE (High Velocity Hurricane Zone) Eft-'••. ^ 02017 RLTECO,INC.(ENGINEERING) ®2017 EASTERN METAL SUPPLY, INC. : No.44167 BERTHA HVrM * . *: / ` AIS A Accordion Shutter System .....3,.......,....„.„ IL EC® �w�. ■ ■ ■ ■ �:,�+,�;.ami �'• ; -IV.BLADE#1 W/OR W/D H.V.WINDOW BLADE&H.V.BLADE#2 O ' A' American Shutter Systems REV.N. DESCRIPT1a11 DATE DRAWN en LC. a� 0• •` 111 TILLIT TESTING & ENGINEERING COMPANY - V• • ��,1 6755 11,W.265.St,Ste.705,NRGNN SAUDIS,FLORIDA 33166 Association, Inc. 1 OLD 15-070 07/26/17 DATE: 07/26/17 l/C? , ( ) 4268 West Roads Drive i 'a ,1 Phone (305)871-1530.Foe (705)871-1531 e—moll:DIteee0aol.com West Palm Beach, FL 33407 3 DRAWING No 68-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 4 17-102 WALTER A.TIWT Jr.P.E. P.E.SEAL/SIGNATURE/DATE FLORIDA Lie.B 44167 3 _ SHEET 0 25 OF 28