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HomeMy WebLinkAboutProduct Approval; Accordion ShutterFlorida Building Code Online https://www.floridabuilding.org/pr/pi�__app_dtl.aspx?param=wGE. kg us]�es�gPirosiba=Q9la#loom dt*r �MM ! e Product Approval �' + '� USER: Public User � _ z� Fil stats & Facts ( Publications i Contact Us I BCIS Site Map I Links I Search j ' ac ol��l �5 REV1t&E® FOR Product Approval Menu > Product or Apprication Search > Application List > Application Detail %.R®DE %pp®jTIPI.je4j1M%0E FL # Application Type Code Version FL389-R10 Revision 2020 STo CIE COUN ® 1�y BOCC 0 11 4 1 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@easternmetal.com Authorized Signature Bill Feeley Irodrlguez@easternmetal.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.. Tillit, Jr. P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By John Henry Kampmann Jr. Validation Checklist - Hardcopy Received Certificate of Independence FL389_1110_COI COI ASSA BLADEi_.pdf FL389_R10 COI C0I_ASSA_BLADEI_ cif FL389_R10_C0I COI_ASSA BLADE3.pdf Referenced Standard and Year (of Standard) Standard Year ASTM E-1886 2012 ASTM E-1996 2012 ASTM E-330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code 1 of 3 1/5/2021, 5:00 PTY Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE. Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 10/15/2020 11/06/2020 11/06/2020 12/15/2020 FL # Model, Number or Name Description 389.1 Bertha HV Accordion Shutter - Blade Extruded aluminum interlocking blades retained by tracks 3 - (Non-HVHZ) - Drwg 20-165 (top and bottom) for storm protection Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile Level "D".Max span is 12'-3" for 40 psf positive ASD load and 13'-0" for 35 psf negative ASD load the HV3 blade w/o window blade,5'-2" for 110 psf ASD load for HV3 blade w/o window blade and 8'-11" for 62 psf, 9'-11" for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79" for max. ASD pressure rating of +72,-72 and 84" for +64,-64 psf. See sheet 5 for other spans and ASD pressures. Installation Instructions FL389 R10 II DRWING ASSA_BLADE3.Ddf Verified By: American Test Lab of South Florida, Inc. Created by Independent Third Party: Yes Evaluation Reports FL389 R10 AE_PER _ASSA_BLADE3.pdf Created by Independent Third Party: Yes 389.2 Bertha HV Accordion Shutter -Blade Extruded aluminum interlocking blades retained by tracks 1 Only- (Non-HVHZ)- Drwg 20-164 1 (top and bottom) for storm protection Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large missile level "D". Max. Span is 16'-0" for 30 p.s.f negative ASD load depending on centermates and locking rod configuration for the HV1 blade, 8'-0" for +64, -72 p.s.f. A.S.D. load for HV blade for Keystone mountings 7'-0" p.s.f. for metals stud mountings and 8'-0" for 110 p.s.f. for HV1A working in unison. See sheets 7, it and 20 respectively of installation drawings for other spans and pressures. Installation Instructions FL389 R10 II DRWING ASSA_BLADE1.Ddf Verified By: American Test Lab of South Florida, Inc. Created by Independent Third Party: Yes Evaluation Reports FL389_R10_AE_PER_ASSA_BLADE1.odf Created by Independent Third Party: Yes 389.3 Bertha HV Accordion Shutter- I Extruded aluminum interlocking blades retained by tracks COMBO- (Non-HVHZ)- Drwg 20-163 1 (top and bottom) for storm protection Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large missile. Max. 16'-0" span at 30 p.s.f ASD load for Blade 1 and 18'-0" for Blade 2. See schedules on sheet 12, 25 and 28 respectively Installation Instructions FL389 R10 II DRW_ASSA_BLADEl_2.pdf Verified By: American Test Lab of South Florida, Inc. Created by Independent Third Party: Yes Evaluation Reports FL389_R10_AE_PER ASSA_BLADEI_2.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. aRydght 2007-2013 State of Florida.:: Privacy_ Statement :: Accessibility, Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ©. 2 of 3 1/5/2021, 5:00 P1V GENERAL NOTES: 1. BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2020 (7th EDITION)OF THE FLORIDA BUILDING CODE. THIS ACCORDION.SHUTIER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. 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 Kd-0.85, USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19 & 20_ IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/ MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 & 20. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D., AS TESTED, WERE NOT OVER STRESSED, A 33 R INCREASE IN ALLOWABLE STRESS FOR WINO LOADS WAS = USED IN THEIR ANALYSIS. HOWEVER, A WIND DURATION FACTOR CO-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: —HV BLADE 0 R0214.01—G3. 00715.01-03, 01OD4.01-05, #1214.01-05, 00317.02-06, 00609.01—I0 AND #0210.01-11 AS PER TAS-201. TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AND E-1996 STANDARDS (MISSILE LEVEL D, WIND ZONES 1. 2 & 3) & g1220.01-10 AS PER TAS 201, 203 & 203 PROTOCOLS LARGE MISSILE —HV WINDOW BLADE 0 00505.01-08 AS PER ASTM E-1886 AND E-1996 (MISSILE LEVEL D. WIND ZONES 1, 2, 3) BASIC PROTECTION ONLY AND # 0725.01-88 AS PER TAS 202 PROTOCOL. 2 HV BLADED AND HV WINDOW BLADE © ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 3. BERTHA H.V. ACCORDION PINS (HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE #14.2.75' AND #140.75' RESPECTIVELY. 410—HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 135.0 kei YIELD STRENGTH AND 180 ke', TENSILE STRENGTH. PINS SWILL BE COATED WITH BERTHA W DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063—T6 ALLOY IS 30.0 IcM AND 35.7 kei FOR 6005—T5 ALLOY. ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION III-6 OF THE 2015 ALUMINUM DESIGN MANUAL. 5. ALL SCREWS TO BE STAINLESS STEEL 3D4 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 k.I MIN. YIELD STRENGTH AND 90 k91 MIN. TENSILE STRENGTH. AND SHN1 COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL. OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksl MINIMUM YIELD STRENGTH. 7, SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS: W BLADE tD : 12,13.14.15 AND 20 W BLADE 0 & @ WORKING IN UNISON: 12, 13 & 15 B. THIS BERTHA H.V. ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT R6'779,582 COMPONENTS OF THIS APPROVAL ARE COVERED. IN WHOLE OR IN PART 13Y U.S. PATENT 85'458.179 ISSUED TO EASTERN METAL SUPPLY, INC. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. 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 W AND HD CENLERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. I I. 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 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 WHERE PERMIT IS APPLIED TO. 13. (D) 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. (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 FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) 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 BE RESPONSIBLE FOR THE PROPER 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 THE SITE SPECIFIC DRAWINGS FOR REVIEW. (0) ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. TABLE OF CONTENTS GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE & WINDOW DETAIL AREA 2: HV BLADE (1D AND HV WINDOW BLADE1rA1 (WHERE APPLICABLE) TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A—F. CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS G—M, CONCRETE/BLOCK SHEET 7 CENTERMATE DETAILS W SHEET 8 CEWERMATE ALTERNATING DETAILS HV SHEET 9 END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE— CONCRETE & BLOCK SHEET 12 ANCHOR SCHEDULE— CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE— CONCRETE & BLOCK SHEET 14 ANCHOR SCHEDULE— WOOD SHEET 15 INSTALLATION DETAILS M—R. WOOD SHEET 16 INSTALLATION DETAILS S—X, WOOD SHEET 17 END CONNECTION DETAILS 7-12 & X. WOOD SHEET 18 AREA 3• HV WINDOW BLADE (11� TYPICAL SHUTTER ELEVATION ONLY SHEET 19 AREA 4: HV WINDOW BLADE ni ONLY INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone' 02020 TILTECO, INC. 02020 EASTERN METAL SUPPLY, INC. , BERTHA HVTM EN,F''�'.,_ ���®S�A� Accordion Shutter System RV BLADE #1 W/ OR W/0 RV. WINDOW BLADE No. 441 7 American Shutter Systems CV. N DESCRIPTION GATE DRAWN.eY: N.P *. TILLIT TESTING & ENGINEERING COMPANY Tdr - Association, Inc. 1 OLD 17-107 /2/2D2 DATE: 7/2/2020 6355 N.W. 3Mh. St.. St,. 305. MMM GARDENS, RDRI6A J316. '0 STATE F ��� Ph— : (305)871-1530 . FO.: (305)871-1531 4268 Westroods Drive 2 DRAWING No �'• - —.11: UK.. 0.0.... West Palm Beach, FL 33407 s �i �� --- WALTER A. TIULrT J, P.E. 4 20-164 i"""CA 6719 L' '•.....V. •''�j\ FLORIDA Uc. # 44167 s MMi�s/ONAL ..��`�EAL/SIGNATURE/DATE SHEET 4.371' a_es7' UNDER US PATENT4 5458179 LIMrTATIONS OF USE OF BLADE ® ON SHEET 19 6063-T6 ALLOY AND TEMPER 1 I670' 2.226' .07 •i $ L—___J.226' ©HV ADJ FLOOR TRACK QUALIFIED FOR USE W/ HV BLADE 01 6063-T6 ALLOY AND TEMPER • _1.91i' I l o•1 O60 11 HV CEILING HEADER QUALIFIED FOR USE W/ HV BLADE(110NLY, SEE SECTIONS FOR VALIDI 6063-T6 ALLOY AND TEMPER X i i_.... 1' I 1' 0.062' 1� SIDE ANGLES QUALIFIED FOR USE W/ HV BLADE 10 6063-T6 ALLOY AND TEMPER 0.454' -n (JHV UNIVERSAL FLOATER QUALIFIED FOR USE W/ HV BLADE@ 6005-T5 ALLOY AND TEMPER ass' ni L_ O7 HV ADJ ADAPTER W/LIP QUALIFIED FOR USE BLADE ( 6063-T6 ALLOY AND TEMPER LY ,) ALUMINUM ANGLES QUALIFIED FOK USE W/ HV BLADE 1 ONLY. 6063-T6 ALLOY AND TEMPER TEMPER --'- , 072 ti! I m .BI51—;_09Y 4.436• ®1iV WALK —OVER TRACK QUALIFIED FOR USE W/ HV BLADE 10 6063-T6 ALLOY AhN1D TEMPER 1.936' _ :670" ` 1 �i 13 HD CEILING HEADER/SILL QUALIFIED FOR USE W/ HV BLADE@ SEE SECTIONS FOR VALIDITY 6063-T6 ALLOY AND TEMPER COMPONENT A B T1 T2 18 2'—� 5' MAX. 0.192' 10.192' 2.5- 7" MAX.1 0.190- 0.190- 1 \``,.,iwl Ix T/'i W'/'' !/). 02020 TILTECO. INC. ��Q�4�`C....\fI..i� ' No. 441 7 T(LUT TESTING & ENGINEERING COMPANY STATE 01 'E �'.• ��"W 6355 N.W. 36th. SL, file. W5. VIRGY/W GARDENS. FLORIDA 33 Phone : (3D5)871-1530 . Fox : (305)671-1531 % �,c'• ,FC O R 104 e-lnolcn os .coT oo� Wtt° SEAL/SIGNATURE/DATE ONAL.• DA u g 4i167 N1•_•_.. - •� O' OS HV )01/180' STARTER QUALIFIED OR USE W/ HV BLADE I 6063-T6 ALLOY AND TEMPER I 125J 920 _ O9 HV TRENCH TRACK QUALIFIED FOR USE W/ HV BLADE 01 ONLY. 6063-T6 ALLOY AND TEMPER VARIES 1.936" m ^. .125` 14 HD WALL HEADER/SSII i QUALIFIED FOR USE W/ HV BLADE 01 ONLY 6063-T6 ALLOY AND TEMPER 1� fft10.125' 0 CORNER POSTS QUALIFIED FOR USE W/ HV BLADE 10 6063-T6 ALLOY AND TEMPER A.S.S.A® American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 1� HV RAINGUARD QUALIFIED FOR USE W/ HV � BLADE 6063-T6 ALLOY AND D TEMPER CODE (Non High Velocity Hurricane Zonl 02020 EASTERN METAL SUPPLY, INC. BERTHA HV,. Accordion Shutter System FLV. BLADE #1 W/ OR W/O H.V. WINDOW BLADE :.i�Ftra ;AWING No 20-164 4.576' _4 60� _. _ _ _ 9 - - F ZONLY- 2.293' .743" I i'7� --2'29 ---I I I _I_-._. __' �0.334" MT N°xQBLADE m NAMEL SS. NfED -a.318f- - -I-�I^� 'YUNDER (CHROM I(CHROME1 tIV C.SQUAL HV BLADE 1 & 1 ONLY 2 HV FLOATING CENTE yNo�5a�,� .eo:.i.32_s_� ^ T HV L6063-i6 ALLOY AND TEMPERO QU'bfIED FOR USE W/ HV BLADE.R1)& 1 ONLY tt"�"-3.023' U FW/ HV 6063-T6 ALLOY AND TEMPER 2 TE BLADE (11 &NLY. -4 I I bRI _ r 1,Doo'3� j -4 PLAN vY FRONT ELEVATION �7 LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE(DONLY 6063-T6 ALLOY AND TEMPER I _ I - � o D63" t }o VUALIt It UIt �NSt W/ HV BLADEi_7_)& IVA 63-T ALLOY AND TEMPER 1/4 0 20 SS OR 3/B'o-18_ ACLTAL THUMBSCREWS ' j (SEE DETAILS) ® LOCKING RODD QUALIFIED FOR USE W/ HV EQ1 6063-T6 ALLOY EMPER LSTALLATIO REQUIRE A 7/16" HOLE 0ALIFIED FOR USE W/ HV BLADE 1 ONLY 6063-T6 ALLOY AND TEMPER -. 1.756' .92 " r.; --- - - -a.oas'. _32LL i j NI m / L822_) HV MA "T"_ LOCK CENIgRMATE QUALIFIED FOR USE W/ HV BLADE 1 ONLY HV FEMALE "T" LOCK CENTERMATE ® HV "T" LOCK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE (1l ONLY QUALIFIED FOR USE 6063-T6 ALLOY AND TEMPER- W/HV BLADE @ ONLY, FIT] 6063-T6 ALLOY AND TEMPER 1.130" m, m _• Li-_.v 1-_375'0 © HV -3/870-16 ACETAL THUMBSCREWS No. 44 67 a' STATE F '' `,•may /�O,20 ��� .F�ORI P. 3.161 �p-432 I ..a3zl __ _ ,,o3�r_ ' I Z• 'H vv 1n _I ALAS FIED FOR A LADE 1 & 6063- OY NO TE t1/z' +1_A' �UALIFIED 1`2�WJ 02020 TILTECO, INC. 7TI LTCO�N�. TILLIT TESTING & ENGINEERING COMPANY 6J55 N.W. 360. St. Ste. 305, VIRGINIA GARDENS. FLORIDA 33 P6ene : (3115)671-1530 . Fox : (305)871-1531 e-mail: U1teea0aal.— CA-00067T9 WALTER A. T)LUT Jr. P.E. FLORIDA uc. 8 44167 HV BLADE 10 1/4'-20 - THREADED r0E CAST ! HOUSING ENAMEL 8V(t•D PNNTm �: -- EGRESS TURN ti D I_ KNOB. - "--ASS CYLINDER (CHROME PLATED) JIV EGRE OCK QUALIFI R USE W/ HV E 1Q & ® ONLY. Zso' 0.0. .518• PLASTIC HEAD ff - MOLDED TO scRLw rnii -I 360" AFTER RNERNC u825� t 1 /4"91-20 x 3/4" BEFORE RNEfINC 5 S THUMBSCREW 1/4'0-20 RIVNUT* SERIES 9444 ALUMINUM (2024-TJ ALLOY) LARGE FLANGE THIN SHEET NUTSERT. PART 111 0820. AS MANUFACTURED BY AVDEL CHERRY TE%TORN. PARSIPPENY. NEW JERSEY 07054 OR EQUAL ® HV ALTERNATIVE LOCK QUALIFIED FOR USE W/ HV BLADE 0 ONLY. 55' THUMBTURN CYLINDER i R ICY CYLINDER .545- al cH I 0.875" Min. hl o oO N 'n°I� 1 .125' Max. I 804' THUMBTURCYLI KEY DO — I OR NDER 1.57 _ Min_1 CYLINDER LTT�-'- -- 1.78' Max. BY RECENT HARDWARE SERIES 2333 1400K BOLT LOCK. QUALIFIED FOR USE W/ HV BLADE D& OA FLORIDA BUILDING CODE (Hon High Velocity Hurricane 02020 EASTERN METAL SUPPLY, INC. A, S. S.AE American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 &&% WE ■ (7M n r TM Accordion Shutter System H.V. BLADE y1 W/ OR W/0 H.V. WINDOW BLADE 07 :AWING No 20-164 U HV BLADE 1 HV BLADE 1A '- -- -- -- ® HV LONG RECESSED NYLON BUSHING HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER ® HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870'x3/16" THICK NYLON WHEEL. 0.188"0 AISI 3D2 SERIES S.S. RIVETS _© HV 1 3/4" ACCORDION PIN W/ #8 HEAD 43 HV 2 3/4" ACCORDION PIN %V/ #8 HEAD ® POLYCAR13ONATE IMPACT RESISTANT HV WINDOW .1 iM .�Ifi (1) HV PIN © SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q OR HV 9 BLADE. 41 r40 -38 Z. 'ao �. OOR ® "!N� EXTERIOR FOR (1, ® or (SEE NOTE FOR EOUIREMENTS) iz ® o�� 3 i �4EE oW • TYPICAL SHUTTER ASSEMBLY N.T.S. (2) HV PIN © MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D 00.324^, BLADE WHEN CORRESPONDING TO INSTALLATION "11 ", SHEET 7. O4". (3) HV PIN © OR 0 W/ 1/2" U.D. 1/16" THICK S.S. WASHER TT� /Q SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEET OO \J OOR (a O OR ® l i II 12" MIN. CLEARANCE - --`-- TO BLADE TQP .0625- EDGE __/1A, 7075'�_I. � -r_�. --�-, L j7N WINDOW BLADE 0625- .0625" ,0625' BLADE'S j ( II -0 OPENIN :1875" Y KNUCKLE I .0625" -.:y* (TYP) 0.0625' rFLAT PORTION i'. R1.750� _OE BLADE-• 1 I �,., MERIOFi f �/ 1 3790- X ///02,/8750- — X 2 7/8- MIN,j ,'f IHV WINDOW CLEAR .i I SEPARATION I I 03. BETWEEN .... _ . fI. , .0625 - _.0625--03.7500" BLADENIN OPENINGS ! 2 I ON C�NTERS :;cnon Y-Y ,7500' ^ CLEAR4-I E10FAI0R ELEV�Qy BETWEEN TYPICAL HV WINDOW BLADE [6 AND I 0—,POLYCARBONATE HV WINDOW DETAIPOLYCARBONATE IMPACT RESISTANT HV WINDOBAYER MAKROLON 3103 POLYCARBONATE 12- MIN. CL CE I RESINS, UV—STABIUZED GRADE OR SABIC I j TO BLADE B M INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE_•F" ON SHEET 19). ® I ! I EXTERIOR HV PIN 42 OR l� AT EXTEERRIOR BLADE'S KNUCKLE. (SEE NOTE a FOR REQUIREMENTS) WHEEL CARRIAGE DETAIL 1w N.T.S. ASSEMBLY LAYOUT :9 , HV BLADE SOLID & 1 A HV WINDOW BLADE DETAILS N.T.S. ````Y, IR 4 ��4 i��i1.11(( N 111r 1 /`, 452020 TILTECO, INC. `�c�n F • No. 44 6 TILLIT TESTING & ENGINEERING COMPANY ^' tt it- /////// n / 24�'zo e355 N.W. 061h. Sl.. 35, vRGARDENS. TLCRIC� 3] , STATE i f P6B(3a5)871-150. Fax: (305)871-1531-W• B-n: NLCCOCG0I.COT i� YY F�OAI ��// uLS//7., .. •. t IC3K!\.c1`AI /C In LIATI lnr /rYATr- CA-0006719 WALIER A. TILLR Jr. P.E. ELORIDA UC. 44167 POLYCARBONATE SOURCES FOR 44 MPUCABLE RESULT TYPICAL PROPOMM 57ANDARD RQEIiO'C elDsaeL: SPEWIC GMYI11' e+Ecnene�l, AStM 0792 0.043 m/M' 0.043 16/in TENSILE YIELD STRENGM A Doe 9,— P.i. 9,5W P.J. REXURQ S K-GM AT YIEID AST. 0790 11.— p...L 13,4W rLMRAL MOOULu IMEA0 ASTN DM 340.OW -1 345.000 P...7. NO1C11ED IZW rnlRNu ASTY 02M ASTN D2843 1B R-./in 47.2 Y 17 iY-In/I.I 64.5 X Mx SHONE OFNSRI MTE CF MRNINO /SDI D63s o-I CUSS C-1 CUSS SELF ICII m xSM D1929 100-1 Bw 'f WLG01E$MG: ASIII G153 MISLE STRFNCM —7 WU ERM ASDJ 0: B]02 p...i. Be40 p..:. BE TENSILE STOESS FORE WEAMEWNC ASTU 63 8461 P.eJ. a P.J. A,S,S,A■ American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 CODE (Non High Velocity Hurricane Zom © 2020 EASTERN METAL. SUPPLY, INC. BERTHA HVTM Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WINDOW BLADE OLD I ;AWING No 20-164 SEE Et CONNE DETAIL'. SHEETS 18 TYP __ -. _. . ...—._UNLDIIIED WIDTH ------ Q°e®all©+O°W®oRIQ i�3aR ©`O ♦©all©•Oi�0.9 TYPICAL 11'HV BLADE SHUTTER ELEVATION N.T.S. VAC EN, No. 441 STATE 0 s�: ME ZIT] RNER —_I CENTERMATE *NOTES ON HV LOCKS AND CENTERMATES: 1. MANDATORY CONDITION /t: ONE HV LOCK ®ar (a SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ABOVE OR BE,I�OW j,(2 OF SHUTTER SPAN FOR SPANS UP TO 1050, AND FOR INSTA TIONS T ANY ELEVATION. HV LOCK 2� or F� MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO 1 OR t� CENTERMATES W/(2) 1/4"0-20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2. opnW& p¢NQBgtL/1: IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS qS' Rj OR qj MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES OR 0 SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. 02 IS USED W/TWO H.V. LrIr:KGl LOCKING RODS Op ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS Oj OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. MANDATORY C I RIDN /2: ONE HV LOCK IS® SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK ( or ® SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO @ CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS AT TOP & BO OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. INSTALLATIONS AT ANY ELEVATION. ALTERNATE LOCK ® MAY BE USED AS AN'TNSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4"0-2Dx3/4" S.S. THUMBSCREW TO ® OR ® CENTERMATES SHALL BE MADE W/ 1/4-0-20x3/4• ALUM. RNNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. 6. MANDATORY CONDTION j3 FOR KEYSTONE MotiNnNn INcr I1AMM. ONE HV LOCK ® or ® or ® SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12" ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96'. AND FOR INSTALLATIONS AT ANY ELEVATION, HV LOCK ® or ® or ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO ® or ® SYMMETRICAL CENTERMATES W/ (2) 1/4'-20 x 1/2' LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS ® W/ OR ® TOP AND BOTTOM IS COMPLETELY MANDATORY. *NOTES ON HV "T" LOCKS AND CENTERMATES; 1. SECOND ALTERNATE TO MANDAMEX, CONDITION g2aMNMQ AN ONE ALTERNATE HV "T' LOCK MAY BE INSTALLED IN LIEU OF HV LOCKS (0 OR FOR ANY SPAN AND I STALLATION AT ANY ELEVATION. ALTERNATE LOCK ® Y DE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF LOCK (ID USING REINFORCING LOCKER , AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE 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"0x 5/8' RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS ® TOP AND BOTOM IS MANDATORY. *NOTES ON HD LOCKS & CENTERMATES, i. HD LOCK T31 W/ HD CENTERNA7E51ij OR (32 W//xi : ONE ALTERNATE HD LOCK ® MAYBE USED IN UEU OF HV LOCKS (2g OR u� FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE HD LOCK © MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF HD LACK ® TO ® IS W/ 3 #8 x 3/8' F.H. S.S.MS., AND INCLUDES REINFORCEMENT INSERT AS SHOWN ON SECTIONS HDB-HVB AND HDC-HVC, SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS ® IS COMPLETELY OPOONAL. 02020 TILTECO. INC. �LTEGO. TILUT TESTING & ENGINEERING COMPANY 6355 N.W. 36U. SC, 54 303, VRGWA GNTDE14% RDRIM 33 Phone : (305)871-1530 . Fax : (305)871-1531 e-mall: tateeoOaol.com CA-0006719 WALTER A TILUT Jr. P.E. FLORIDA Uc. 8 44167 A,S,S.A■ American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 UVUL knun nlgn •eloclLy nurncone cons 02020 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System H.V. BLADE #1 W/ OR W/0 H.V. WINDOW BLADE OLD ;AWING No 20-164 --CONCRETE ANCHORS POURED- CO CNCN ED (SEE SCHEDULE ON CONCRETE REQUIRED - SHEET 13) REQUIRED 17 18 aa�FOR ® ) F• ✓^ CONCRETE ANCHORS &ONE (SEE MOUNTING ON SHEET 7 I r ,� :' : ✓(SEE SCHEDULE ON sH 3) 1 •' � •-�,` /' ✓ I , f �f_____ •, ..(12,''Oft 14 � � ,l.)r'/ ✓ ,' I Min. _. 1/4'0-20x3/4" S.S. EQ--EO-i-' MACHINE SCREWS ✓' /� .'/ �. j'�i -�! IJ /1 2/ I I i USING 1/4'-20 NUTS 12- O.C. E. I f 4 . i, ---.2sD' x. Car ; �.250' Max. .• ' ,E.O.• / � , I_,.._' /�:✓ %i i OPTIONAL u I I' I I MN SE WiCTION I ' TD aws T L I�.E A q) I 1; n EAE RA@ A•m--, , - r OR O EXISTING GLASS—i EO�Od� I I MIN. SEPARATION TO GLASS i 1 '—(SEE SCHEDULE ON SHEET 11)- EXISTING I GLASS — I A HY I-L HEADE------ - - - - - -- _ I -.I_ © HV WALL HEADER INSTALLATION + KEYSTONE EXISTING Gus SOO aE S 1--r1_)OR ® i MIN. SEPARATION TO GLASS n'm aanEM" '� —(SEE SCHEDULE ON SHEET II)" -I I ON 9FST 19 FOR {{{yyy HADES mQ® EXISTING I I I jphggl a!!i1(jl( ' GLASS—: I I� I OPTIONAL i' I 1/4' Max. 13 OR -! ,!`;+--/-°- �'.-i. _. 1/4'0-20x3/4' S.S. / L' 1 LEQ , EO-I PHILLIPS TRUSS HEAD 1 MACHINE SCREWS USING _CONCRETE ANCHORS / • • /.' 17 aR 18 I • -: 1/4•-20 NUTS 0 12" O.C. (SEE SCHEDULE ON SHEET 13) 1I Min. POURED C CRETE _ ' (, ✓ OR CONCR BLOCK—✓—�(�t— IICONCRETE ANCHORS WALL REOUIR O S IN (SEE SCHEDULE ON POURED CONCRETE _,�' SHEET 14) OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION NOTE E,OR_OQMBINATION oF_SEOQHB: 1- SEE SHEET 4 FOR TYPICAL SHUTTER + E. D. EDGE DISTANCE SEE U OF USE 22-S MMODUNTING LY SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) ♦BLADE QA nONSHE,, FOR IN ANY WAY TO SUIT ANY INSTALLATION, POURED CONCRETE OR CONCRETE BLOCK REQUIRED 1/4'0-20x3/4' S.S. CONCRETE ANCHORS I MACHINE SCREWS (SEE SCHEDULE ON•, W/ 1/4-20 SHEET 13) '' NUTS 0 12' O.C. 1 1° - EO L EQ 13 �+ ©5 .250' Max. i MIN. SEPARATION TO CLASS GLASS ' EXISTING ---(SEE SCHEDULE ON SHEET 11)" i• ©.HV WALL HEADER INSTALLATION MIN. SEPARATION TO GLASS EXISTING t (SEE SCHEDULE ON SHEET 11) GLASS) OPTIONAL ✓ �L__.. � Max. . - - ---13 OR 15 1 IZ. 19 I- EO EQ-1 Min. CONCRETE ANCHORS 1/4'0-20x3/4' S.S. PHIWPS �- -- TRUSS HEAD MACHINE SCREWS - (SEE SCHEDULE ON W/ 1/4--20 NUTS 0 12, O.C. POURED CONCRETE' SHEET 13) OR CONCRETE BLOCK REQUIRED 0 HV WALL SILL INSTALLATION INSTALLATION DETAILS W/ ) HV BLADE FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 11��1�illll,Iill � x H ND. 441 STATED ��D� •, F�0R14 •••••••••• 11/1;0 AL ((4j2 7 02020 TILTECO, INC. ASS A American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 02020 EASTERN METAL SUPPLY, INC. BERTHA HVTM RV. IKADE #1 W/ OR W/O KV. vlIMM BLADE _ 0 '��`, j� •(j`^�(� TILLIT TESTING do ENGINEERING COMPANY SM N.W. 361h. SL. Ste. 3a7. YIRGINIA GARDENS, FLORIDA 331 Pha : (305)871-1530 . Fax : (305)071-1531 e_..I: tilt —C d1 wAL1ER A. Hurt Jr. P.E. FLORIDA a 44Ie7 REV. H. DESCRIPTION DATE DRAWN BY: MP� 1 OLD 17-107 7/2/2020 7/2/2020 2 NG No —164 !S�HE 3 4 fit-.%'SEAL/SIGNATURE/DATE s OF 20 6 — SEPARIM POURED CONCRETE ANCHORS E T­ 13) "1, OR CONCRETE (SEE SCHEDULE ON sHEE TO CLASS (SEE SEP-TION REQUIRE D EXISTING GLASS I. EDGE OF "(SEESOCHEDULE ON' SHEET 11) APPLICABLE EXISTING ON SHEET 10 FDA &AM(D&0 ALTERNATE I ANCHOR EXISTINr,/l --A III LOCATION GLASS i 1 #104/4' HEX WASHER HEAD -(DII OR 13 -U5 3/6 MIN. TEK SCREWS 0 12" O.C. 3/81 MCA. EDGE OF CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) SLAB IF EXISTIN 7APPLICABLE 7-­1 GLASI�;;_-' EDGE OF--I.EDGE OF SLAB IF IF 1/2' ay- CADLE . I . __ �;�PUCAIRLE (SEE !Z SLAB _j EDDIE OF APPUCASLE APPU SLAB IF POURED ON (D� @*C POURED RED E . POURED FLAT HEAD CONCRETE ANCHORS .--- -_ - _'-, CONCRETE__' , CONCREI (SEE SCHEDULE ON SHEET 14) It FOR RMIE, I f- C D 0 SIADES 0) FOR /�f, OR CONCRETE REQUIRED REOUIREDF' N SHED 19 & REQUIRED -E. FLAT HEAD CONCRETE ANCHORS -E. D.- (SEE SCHEDULE ON SHEET I-) 0�1 TRENCH INSTALLATION VALID ONLY FOR UP TO +70, -75 PSF A.S.D. HV.CEILING INSTALLATION HY FLOOR INSTALLATION t JI) BY WALK —OVER INSTALLATION DESIGN SCHEDULE PRESSURE RATINGI BE FOR SPANS PER #3. SHEET I EXISTING UN Sfr�-1614 ]STING EXISTING ADIANCEE, CLASS rXtSTI 0 A TEOINOL06Y OR 1/4'0 POMS GLASS MN. SO`� to �5 GIASS--i 4� I(- ON -w "I F�STENERS JAPPER+ �ONS xy/ To MIM 1 1 -5/4' -N. EMBEDMENT a G- 10 ill, , I GM/A CONCRETE ANCHORS GLASS --I 'To (SEE SCHEDULE ON -LESS SEUEO�— EX ON — 1.) SHEET 15) 114-o nw RIALExYTT ON SHM 11) EOnrouu, ON snox, 11) 1 O.C. FOR UP TO 6-V SPAN AND 4" D.G. FOR -W up A= MAX.F-.0f V SEALANT AT ETVOMW" FOAS4%ER it x3/4" HEX 13 OR E,'D. -�rl­`�IJ 7., #10 1/2' -1 WASHER HEAD TOR UMfIATIO' SI, MAX. TEN SCREWS r-­ CONT. SEALANT T-i eL #14x3/4* HEX HEAD 0 12, D.C. 1EK SCREWS 9 9' O.C, I OR 1/4'0- 0 S.S.M.S. 2CONCRETE ANCHORS 44/4 CS' D.S. /4t-20.3/4' SS US W/ NUT 0 9" D.C. (SEE SCHEDULE 1/4-j USING NUTS SHEET 14)i. ON a 9* 0. Mox. 0 12* D.C. R 0. EXISIN NON STRUCTURAL 'Wq.' ". ALL TRIM (DECORATIVE (�tbl: 7k 2.0 -SLAB If EDGE OF 17 U APPUCAB POURED COMCRC7E '1 7/ , _1 .111, 6- I-L-I 7/8 -- / 1-1. 1 1 -#14.3/4" F.H. S.D.S. E.D.SILL) CONCRETE ANCHORS L (SEE SCHEDULE ON -SEE NOTE 13(b) Ar", 0 9" O.C. �p: REQUIRED L POURED CONCRETIZ--� -SEE NOTE 13(b) OR CONCRETE BLOCK ON SHEET 1POURED CONCRETE ON SHEET I _71 SHEET 14) ffl REQUIRED OR CONCRETE BLOCK )PTIONAL POURED REQUIRED CONCRETE BY WALL FLOOR INSTALLATION 0M M$19NE-01 INTIb!$,!"LLA1I0N 0 REQUIRED Q BY. WALL WALK —OVER INSTAILLASION MAXIMUM SHUTTDESIDN ER SPAN 8*-D' j INSTALLATION t NMI t THIS INSTALLATION SHALL BE E. U. EDGE DISTANCE REMOVABLE WHEN PERFORMFE) I- SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) ADJACENT TO I SE ASSEMBLYOR ENTRANCE AN OPERA13LE EXIT E LIMITAIONS OF TUSE19 FOR BLADE (DA ON SHEET INSTALLATION DETAILS WZ (1) HY BLADE IN ANY iCITUFZNYMOUNTING SECTIONS-1NiIAtaBCC 1&7-- FLORIDA BUILDING CODE Non High Velocity Hurricane Zon 02020 T1L7EC0. INC. 0 2020 EASTERN METAL SUPPLY, INC. x; ....... VNGEN BERTHA HVTM :71 �DE C A,S,S,A. Accordion Shutter System No. 44' 6, RV. MADE #1 W/ OR W/O KV. WNDOW MADE ezo TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems V. N. DESCRIPTION DATE DRAWN Association, Inc. U.P STATE 355 KW- 36N- St, St'. 305. VRGLN" �ENS. FLORIDA 33 OLD 17-107 7/2/202 DATE- 7/2/ 020 Phone (305)871-1530 . Fax: (305)871-1531 4268 Westroods Drive F2 VIL-0-J.-nn West Palm Beach, FL 33407 3 DRAWING No CA-0006719 Al ICInKIATI 1­1 VALTER A. TILLIT Jr. P.E. 4 20-164 FIORIDA U.44167 1 2'k2'x1/85A'-2 (6063-TO ALLOY) ALUM. ANGLE W/(2) 1/4'0 TAPCON ANCHORS TO CONCRETE (TOP/BOTTOM) h (4)A10xl/2• S.M.S. TO TUBE I AT EACH ANGLE (M) 1 i S ON SHEETS 10 &� 18 INSTALLATIONS W� �1� HV SEE NOTES ON LOCKING RODS J®, ET LOCHS® or N I EXISTING GLASS AND ALTERNATE HV LACK ® ON SHEET 5. ** BLAOE SLACK DETAIL HVr 15 VALID FOR ALL BLADE W HV CENTERMATES CENTERMATES APPLICATION WITH BLADEQ7 OR (23 SEE END WALL CONNECTION @3 -& ©a� EXISTING GLASS DETAILS ON SHEETS 10 do IS-- - — — — — — ---- — — — — — — — — — — — — — — — ---- --------- ---)—� ' So+©OeO+Qa19+� r 3 1/4" ____ T_ ____. --- ______ __6._1/2' _ J' OPPOSING SYMMETRYCAL CENTERMATES CENTERMATES JIox3 4' S.M.S. ®12' �' j I MIN. SEPARATION �c. FULL LENGHT. W/ HV LOCK or 5 W V L or To clasS (SEE SCHEDULE ON SHEEP 11) i I hag I OILEwr&l-s-- __ oR oR 6 an 8 oR 10 + 3 a+ EXISTING GLASS 1O+ ®� O+O� 19 +@ EXISTING rl_.. _ _ _ _ _ _ J GLASS aR MINSEPARATION! GLASS ON (SEE SCHEDULE OPTIONAL ON SHEET 11) - , (INTERIOR) HVD IV OUT HVA OUT OR X ,`SAP•' �\CEti F., No.44 67� STATE F `• �! F(A 1,P Fllllllllllll ��` S (EXTERIOR) 0 r^rL/ r--- sue--- - - OR ® OUT HVB --------------- SYMMETRICAL * IN CENTERMATES * W/ FIV LOCK 6 OPTIONAL I (INTERIOR) oR ---—;'----- -ram - -- ---- HVE 02020 TILTECO, INC. IL ECO,N.� TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. SL, Ste. 355. VIRAWA GARUM. FLORIDA 33 Phone: (305)87t-1530 . Fax: (305)871-1531 e—malt: tiltem aol.com CA-0006719 WALTER A TILUT J, P.E. FLORIDA U. B 44167 HVC 3� .© EXISTING GLASS I POURED CONCRETE OR I CONCRETE BLOCK WALL — — — _REQUIRED ISEPARATION + 7 OR TO GLASS SCHEDULE o I (SEE +@ ON SHEET 11) C 1 �L ANCHORS ' 16' O.C. VARIES U T l_ _ 6 1/2- _MAX_ SLACK - HVF** A.S,S.A, American Shutter Systems Association. Inc. 4268 Westraads Drive West Palm Beach, FL 33407 CODE (Non High Velocity Hurricane Zone, @2020 EASTERN METAL SUPPLY, INC. BERTHA HVT1A Accordion Shutter System FLV. MADE #1 W/ OR W/O FLV. W1MOW MADE JAWING No 20-164 ALTERNATE INSTALLATION W HV "T" LOCK & HV MALE/FEMALE ' " LOCKS CENTERMATES �8 & LOCKERS at W/� HV BLADE SEE END CONNECTION OUT DETAILS ON SHEM 10 k 18 /��./ ODSIING GIA55 IN Gv, BLADE (DSLACK DETAL NW. INDICATED ON SHEET 8, a®w© Oql- O•®� • ] B ec 1 O AS WE11 AS UNNERSAL FLOATING BLADE ®DETAILHDD-HVD . INgGTEO ON THIS SHELT, MAYBE USED YIIT/I 'IRIS ALTERNATE I 10 • ®w®• ©•®w N AIUT ON DETAL HVG SIDWN IN THIS SHEET. (O0WALL01� -T6 ZML ,MOLE W/(2) 1/{Y CONgtaTAPCOH ANON Rv TO C ?/5' Il •® aDP/BOTIOM)kl (0110.1/2' S.NS. TD TUBE! I L - - - - - - - ---------------------------- .r /f 0.]/1' SAM O 12' AT EAEH ANGLE. (TYP) I G I I % i OJ:. FULL LEN H T. * I N �I 30 HV "T" J % j "I ) LOCK (INSIDE) 1.O -------------- Elm * SEE NOTE B FOR HV LOCK Y' LOCK, ON SHEET 5. t SERIES 9444 ALUMINUM (202{-73 ALLOY) LAR E FLANGE THIN SHEET NUTSERT, PART / 0820, AS MANUFACTURED BY AVDEL CKERRY IEXTORN, PARSIPPENY, NEW JERSEY 07054 OR EQUAL I • '� ©-'• 1/'4"' OUT © W/ 7/8�0 x 3/32UT. ? WINGN ©OxHV "T" LOCK (OUTSIDE) ' hG* INSTALLATION C1) HV BLADE Wf HD CENTERMATES 6� SEE END WALL CONNECTION—-, DETAILS ON SHEETS 10 h 1B C5) 35 *- i I (oPnoNAL) --- ---I --- --- ----- - - - q * Ij (oPDo114L) ' - - (4) M.V. _ I �._— Fw5 (TYP.) I� I'� N ({) H.V. '3 I uNTo J �•`•--� a/6:�. T A/•- — PINS (M.)I'/j---rl-_\ L --- •r .� — — - -- — ( (o-oNAL) HDB—HVB oUT (DPVGwv) HDC—HVC S1WEIRLC.AL HD CENLEfIMA1ES SYMI•iEJ$ICAL HD _QENIEBMAIES WLAB* OCK (EXI RIOR Ww/ LOCK_11RIEJP0C HDD—HVD«1s FLOATING STACK SEE NOTES ON LOCp ROES® Q MO® LOOS ON GNEET 5 ** UNAEITS.L rLEUi_ BLADE© RTAL IUIG-NVG IS VNTD CGR ALL CEf1TF]aY11F5' AP0.1LAlgtb WITTI BOAC (D FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone; (11jj1111U ,•a`'�Yc ....... `�?.''��GENS No. 441 _ * • * ? -oq% STATE • D '.F, COR1 0�i 'CF ''''ipsS�ONA U,,,A !r;%; ' •�" 02D20 TILTECo. INC. IL �6,Nc- E��S.s�A� American Shutter S stems Y A990Ciatian, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System H.V. BLADE #1 W/ OR W/o H,V. WINDOW BL DE 7 _ -dr'�� Za �k,� ' ` TIWT TESTING &ENGINEERING COMPANY 5355 N.W. 35 St.. Ste. 305. VIRGINU, GNDENS. FLDRDA 3316 Phone : (305)871-1530 . Fax : (305)871-1531 a mati�weo9•aam WALTER A. TTLLIT Jr. P.F FLORIDA Lc 8 44167 CV. Me DESCRIPTION DATE DRAWN BY: M.P OLA 17-10] /2/202 DATE: 7/2/z020 2 No 64 320—� —DRAWING { �� 1P%%;EAL/SIGNATURE/DATE s SHEET 9 OF 20 B + —POURED CONCRETE OR POURED CONCRETE ,� - -_ POURED CONCRETE __POURED CONCRETE - ---- -- • - - - CONCRETE BLOCK WALL i� OR CONCRETE -„ -_ _ OR CONCRETE _ -_ _ -�_ OR CONCRETE REQUIRED BLOCK WALL REQUIRED �.' BLOCK WALL REQUIRED (' BLOCK WALL REQUIRED EXISnNG GLASS ' EXISTING GLASS CONCRETE ANCHOR -.� EXISTING GLASS ' ® 16" O.C. - — 7i' ! 2' MIN, EXISTING GLASS 2" WIN., r— MN. SEPARATIONSS SEE 7-- _ _L.,•._. -- c I !� INN SEPWA71ON SC To GL ON(SHEET EO TO GLASS (SEE ® MIN. SEPARATION . I , f EQ+={ -, 11 FOR MADE AND TO (LASS (SEE l I' i . MN SEPARATION j I I I SCHEDULE ON SHEET 1/16'x3' MAT.- ON SHEET 19 S AD SHEET I { TO GAS (SEE 11 FOR BADE®AHD (fi063-T6) CONT. BLADES Q& / 1 R BlON MEET 1/2 11 FOR SCHEDULE ON SHEET Alp (LOCATE AT ON SHEET 19 FOR ALUM. CLOSER ,ON 19 FOR EITHER SIDE �' BLADES m& Q� PLATE. (LOCATE 1/2' — �— m& Q� T� ION SHEET 19 FOR 01 5Q) l_ AT EITHER SIDE MIN.. I I _ BLAOFSm& Qbi 1/2- MIN. I OF(D) .---11 I I T f USE 1' OR 2• MAX. / ' -- a10x1/2' S.M.S. . ` I _t I ------ (AS APPUCABLE)x2"xI/6"xo'_2• 10x1 2' S.M.S. I ' — ® 16. O.L. 0 lfi' O.C. I�-_—_—_— - ALUMINUM CLIP ANGLE 4S '` (6063-T6 ALLOY) AT MIDHEIGHT-. 1 -Al/ (1) �10x1/Y S.M.S. TO®& :II\ �I (2)1/4.0 TAPCONS ANCHORS TO / OSEE DETAIL X FO 1 WALL AT 1. O.C. (LOCATE AT J O OR I� I EITHER SIDE OF ®) r O QR ♦ „( OR\o� SIDE CONNECnONOOR ® SEE DETAIL X FOR TO TRACKS SIDE CONNECTION 7 m®m©•Qj mO ,0 •®m SEE DETAIL X FOR_; ®i I ©m�m©•O7 mO 10 •®m 7 8 10 •®m TO TRACKS m m 6 • 7 m B 1 •®m 10 • ®m©, SIDE CONNECnON 10•®°1©•`L.'J•"©•®"' ;' 10•®m®•�©•®m ©,O, 6 ,O;®- TO TRACKS i 10•®m©.®m©.®m ©•p•©m©.p.®m ©O ©m0 O ®m ©.O.©m©.p.®m ®•®m©•®m0•®m ®.®mom.®o®.gym �•®m®•®m®,®m ®•®m®•®m©•®m O•®m®•®m�•Omp•® ®.®m®.®mp.®mom •®m®•®m®•®m®•® END CONNECTION DETAIL �1 END CONNECTION DETAIL 20 D 0 IL CON CTIO DETAIL POURED CONCRETE OR i REQUIRED 0 FOR PANS GREATER THAN 12'-0' CONCRETE BLOCK WALL - EXISTING S — — Z—(. G GLASS REQUIRED GLASS MN SEPARATION /2' S.M..+- . _ _'------------ . l'•i..•'^'.aT TO CLASS (SEE ® 16"rLT,C. MN SEPARATI Y '� ------ ________- Sr1EDULE ON SHEET r •�. TO GLASS Co ®OROOR ' 11 FOR BIAOE®AND CONCRETE %f '` 1/2' MIN. SCHEDULE ON EET ON SHEE7 19 FOR AN ®-- -; ; CONCRETEi-- BLADES m& Q� 12" D.C." '� J 11 OR BLADE 19 AND D ®_J' I -- ) 3OR(9OR(5 ANCHOR O 1s' _ .'EO__ �Ax /' ® RAGES m& OR� ' O.C. r-�____ 1/2"I MIN. � i� Y,,\ I .'_ 1. �6 OR 8 OR OR--- O O O 2" MIN. ' .' 2' MIN.�• ♦ SEE LIM ATKINIS OF E FOR GLADE IA ON SHEET 1 QORQOl CR(3OR 1 - 5 - I ' J (1) OR ®. 1) OR ®' DETAIL X POURED CONCRETE OR m®m©.pm®m,D.®m ®m©•OmOa10•®m END INSTALLATION RCON FETE EQUIRED BLOCK WALL 1�•®�'©'�®•®°1 10q®m©'�©'©m ©•Q'©m©•O•®m '--©•O•©m©•O•®m (1) HV BLADE OR q$ HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL END CONNECTION DETAIL 50 p•®m®•®m�.®m®•® END CONNECTION DETAIL © ®m® ®m®.® FLONDA BUILDING CODE Non High Velocity Hurricane Zone w t11 1f 02020 11L1EC0, INC. ®2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM �?.• ' ��CE SF' . -- S Sccordion Shutter System ' No. 44 67 �, ' �' E 0 1 °� c A.S.S.A. ■ ■ ■ H.V.HBLADE #1 W/ OR W/0 RV WNDav BLADE * *,� American Shutter Systems qrv, Nc oA1c DRAWN BY. M.P c�`'/'� TIWT TESTING &ENGINEERING COMPANY z A' STATE F 63ss N.N. >b x. SL, s,e. 3m. ve cuaA cnolNs. DOeDA 33, . Association. Inc. , OLD 17-107 F/2/202 DATE: 7/2/2020 ' Phone (305)571-1530 . Fax : (305)871-1531 4268 Westroads Drive 2 O'•. F Q .• C( �. o-Rao: 6neoo600l.cam DRAWING No 'y�•C' �ORI �� CA-000871e West Palm Beach, FL 33407 s FS' •..... s�? — / WLA TILLD Jr. P.E. 4 2Cf-164 ryirySFiONAL I11L�`SEAL/SIGNATURE/DATE FLORIDARIGe g 44167 5 SHEET 6 10 OF 20 SCHEDULE N1 MAXIMUM SHUTTER SPAN' "L+" OR "L-" (ft.). FOR INSTALLATIONS W/ La CENTERMATES. ® & ® or Or W/ ONE H.V. LOCK ® or ® or or HD LOCK ®W/ NO LOCKING RODS or CENTERMATES (0 & ® W/ ONE HV T' LOCK ® W/TWO LOCKING RODS ® TOP & BOTTOM SEE NOTES .tt MAxwUM CONCRETE & WOOD INSTALLATIONS 0 WALL MOUNTING FLODR/CEILING As.O. DESIGN PRtSAIRE Pwnrtc MOUNTING _ 30 - OR LESS - -_ 16'-0" _16'-0' 16'-0" 16'-0" 35 14'-10- 14'-10" 16'-0. - - _-15,-20- _ 45 13'-1` 13'-l' IS-4"_ .14'-3" _ 50 1Y-5" 12'-5" 12'-8- tV-_7" 55 11'-10' _lt._-4, 1V-10" 12'-1' 12'-11". .. 11-_4.- 1V_7.- -12,_4.- __-.. i0:_10" 10'-10' 70 10'-6- -10'-6" _10'-9"_ -10._4.--��t_1r _ 11._5- __75 10•-1..--to.-1� —_ 10'-1' _ ._B-_9.... 100. - --_ _ 105 Y-n-. 110 _W-7- W- ; -_ T-7" _ _8 _j 9_-2 _ 115 8--2- -7--3' - - 8•-4- W-11' -- 125 . _. 7'-1 a' ._ W-8'- -- 8•_-0•- 9--5•- 130 - -- 7t_8" -7'-7. _.W-5.._ _7'-10`_ _ Wim-1 _ 135 .__6:-Z.- --7 _9. - - 7._9.- _5,-11" _.7,-7' _ 145 7,_3. -7_20 5,79. 7,_5.- 150---- 5 _7- -7'_4.- -7,_a. -2" 6--9"- 160 6'-11' S'-2" 7'-1" .- 6'-_7" 165 6'-10' 5'-1' 7'-0' _ 6'-4" ..--175 ..._ 8,_77- - 4,_9.- -6._9' --- 185----- -8,_Sn " 200-- --5._Z. - -4.-2— -6:-4. 5:-]' - SCHEDULE 02 MAXIMUM SHUTTER SPAN* "L+" OR "L-" (ft.) FOR INSTALLATIONS W/ I CENTER MA S �1� & (? ONE HV LOCK or ® or W/ NO LOCKING RODS (SEE NOTES t, tt) CONCRETE & WOOD � A.S.D. DESIGN 5 T WALL MOUNTING PRESSIRE (I OR _) & FLOOR/COUNG MOUNTING - "14'-10' 35 _13'--10' 14'-10" _ 40__ 13'-15' T 11,-1a IIV-10' . 60 11'-4•-_ _10'-10" -4— 65 _-11 10'-10" - 70 10-6--.._.10, ._s". _. - 9._3" -- 90 9,_3_ _ 95 6:_9- 100___ _ B•-e ___ __ 8 -4•- --_ .120_-_ -. -_-_ - 8'-0' W-11" 125 .-71-10' -- -- 6'-8"-- 130 -- - T-8' - - - 6`-5" -- --140 ---� _5: __.. 145 - .155 -_-160 -_u::2 _ 6'-11" -- 5-2"- 16_5 _ 170 _ 6--9"-- -_ 4'-11' '- 175 8'-7-_ 4,-9. .. _ 180 6•-66• -_4._8 .._ 4' _6' - _ 190 -195205 SCHEDULE N3 MAXIMUM SHUTTER SPAN* "L+" OR "L-" (ft.) INSTALLATIONS W/ SYMMETRICAL CENTERMATES 2 & �W/ ONE HV LOCKS OR W/ NO LOCKING CODS (VALID FOR MOUNTING(11 SHEET 7) M wu CONCRETE 'S.D. DESIGN INSTALLATIONS PRESSURE RATNG FLOOR/CEIUNG MOUNTING �) OR I. OR FLOORJWALL MOUNDNG _ L + (n) I L - (n) - _ 16'-0' 35.-_ 15'-2" 16._ur _ - --. 40 -__ ... 45 13_4. -- -__14._3. _. 50 ---55 12-k_ -IV-1" 13--1' _ - IV-11" 65 �V8'-9 9._5.- ..- _. 9-4._ 75 8'-g• INSIALLAIJON I EGEND CONCRETE & WOOD MANSORY WALL B, C, D E, M, N, 0, P.O. MOUNTING F. K & L R, S, & V. FLOOR/CEILING MOUNTING G, H. I, 11, J T. U. W & X & M 0 MAXIMUM SHUTTER SPAN "L+" OR -L-" FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 105 p0. A.S.D. DESIGN PRESSURE RATING. t HV CORNER CENTFRMATE ®3 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION ®2 NOTE J5, SHEET 5. tf EXCEPT THAT MAXIMUM SHUTTER SPAN 'L+" OR "L-' AND MAXIMUM A.S.D. DESIGG PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64.-72 p.s.f. AND 8'-C' SPAN. SEE MOUNTING MOON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" 0 HV BLADE ` `,W) 111'I I(''1110"//// 02020 TILTECO. INC. Ns'IPS 1_0�?''��c No. 1 -_ IL EC® INC. * ; TILLIT TESTING & ENGINEERING COMPANY �;. STA 9O _ OF 1055 N.N. 35M R.. St.. 305. YXMG CAMEN5, RpWDA M Phone : (305)871-1530 . Fat (305)871-1531 •, F < CO IDA ,y am e-rnvC: MO6BOvl.eam cnoa1117J ////ii. S/Dill WALTER A TIWT Jr. P.E. FLORIDA Lie g 44167 5x 1L �`�c�Ll� Aanuen for in•rr (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE RATING. L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS (TOP/BDTTOM) OR FLOOR/CEILING: GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN "L+" FROM SCHEDULE GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN "L-" FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM DETERMINED SPA! BETWEEN 'L+" AND "L-". (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL MOUNTINGS W/ FLOOR/CEILING MOUNTINGS: FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE RATING: DETERMINE: L1+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+- MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING: DETERMINE: L1-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2-- MAX. SPAN FOR FLOOR/CEIUNG MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN "Li+", "L2+', "L1-' AND 'L2-' (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR SPACING. BUILDING /y. a7 ■ S ■,A■ American Shuffer Sysfems Assoctafion. Inc. 4268 Westroads Drive West Palm Beach; FL 33407 CODE (Non High Velocity Hurricane Zon © 2020 EASTERN METAL SUPPLY. INC. BERTHA HVTM Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WINDCW BLADE iAWING No 20-164 POURED CONCRETE (SEE NOUN11NO5 A B. C. 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No. 441 3 TILLIT TESTING & ENGINEERING COMPANY n'PC L�u7 o'• STATE 6355 N.W. 36th. St.. St.. MS. V B A GARDENS. r-oRIM 31 �(0RI \4( Phone : (305)071-t530 . Fax : (305)871-1531 a -mall: UReaaoaw..am i�7 CCS'S ' • • • • \ . �r �t CA-0006719 WALTER A. 71LUT Jr. P.E. FLORIDA Ua. # 44167 ANCHORS SPACING LEGEND TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET I TAPPER+ I * SEE ANCHOR SPECIFICATIONS ON SHEET 13 ♦ SEE LiMITATI0N5 OF USE FOR BLADE to ON SHEET 19 (j)HV BLADE OR n HV BLADE W/ 1A HV WINDOW BLADE WORKING IN UNISON A■S■S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach. FL 33407 CODE (Non High Velocity Hurricane Zone ©2020 EASTERN MEEAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System H.v. BLADE #1 W/ OR W/O H.v WINDW BLADE 3 DRAWING No 20-164 POUTED CoNCREE/MMME Elm POURED CONCRETE . @WALL SILL MOUNTING ©CEILING MOUNTING QH FLOOR MOUNTING � IMMUUM (1t) _ . DE9GN NLGONE PPL591RE R101hs (�1 CISIRI NWAIM'. PRESSURE RAMC SA DINGN NWXK PRESSURE RATING 3p 40 60 75 BD 12-0 180 205 .50. JO 40 60 75 90 120 160 205 301 401 60 M i BO 120 160 205 14 12 12 10 10 B B e B 6 b.5 id 1414_ 12 10 e 8 8 6 6 14 12W1,100-Ii-L B B 6 6 OR L651412 10 B _ 9 B _8 B e �66 _8 _ 10 B B_ 8. 8 8 14 12 124 E B_ 141P 12 10f4 12 106 14 8 8 6 8 1{ 12 10 7 SS J.5 14 12 10 A. B B_ 8 8 14 12 10 9 0 8 6 5 ,4._D= 14 12 1D N", e 6 6 14 12 10 8 8 B 6 8 14 12 14 12 10 B_ 6 4 14 12 10 9 8 8 6 4S 14 12 10 9 6 4 DS 14 12 10 B 8 4.6 Ti- 12 IO B 8 8 8 5S 14 12 10 9 _8 6 8 B 45 14 12 10 9 7.5 5.5 3.5 - 14 12 10 9 e e fi 5 14 12 10 9 8 7 5.5 { 5'-0' 14 12 10 9� 8 8 8 8 14 12 10 H B B 6 Sb 14 12 10 9 B 8 6 45 141210 B 4- 1{ 12 10 e e 6S S JS /4 12 10 8 BJ S J.5 3 E 7 14 12 10 9 8 Y. 4.5 - 14' 12_ 10 9 �8 8 e 45 10 12 10 9 e 6 4.5 3.73 14 __ 12 _.__-. 9.5 7.5 6.5 - - 14_12 10 IS 7S 55 4 14 12 10 B B 6H4- 6'-0' 14 1Y 10 9 __ 9 11.1. 8B ._ -- 14 12 to _B 9 a __ . fi _ _ 8 s __ 14 .___ 12 _._ to _ _.._._ s e ___ esss10 9 7S 5.6 J - 14 12 IL-5 7 5.5 4 .3 14 12� 8 _ 8.5 5.5 414 12 10 8 8 e - - 14 12 10 8 8 8.5 5 .75 14 12 1'0 B5 8 514 12 8 85 5s 3 - /4 _12 10 B B B.55 JS -4 IT1.5 12 10 8 7 5 3.5 3 7._0= 14 12 f0 8 B 8 - - 14 12 10 9 8 7 5 14 12 10 8 7.5 5,5 4 3- 14 12 10 B 65 4 - - 14 12 9 7S 8 4.5 SS - 14 105 7 5.5 4.5 J.5 - 14 12 10 B5 7 4 - -- 14 12 10 9' 75 93 4- - 14 12 9 7 - .5 45 - - 14 -_ 14 12 10 9 7S SS 4 - 14 12 9 7 6 �4.5 J - - 8'-0' 14_ _12 10 9 B 6.5 _- 14 12 10 9� 8 -B 4 - 14 1Y 1U B 3.5 14 12 8.5 7 5.5 J -_ - ib 12 5 6.5 85 4 3- Zs 9.5 8 S _6.516 4 3- 14 12 9.5 7S 8 - 14 12 BS B 5.5 5 - 14 12 _ 8 8� 6.5 4 _ 13 9.5 6S 5 3.5 - _- _- 14 12 10 8 e.s 5 - 14 12 B 8.5 5 4 9._0. 14 12 10 8 8 - - - 14 12 10 9 75 4.5 - - 14 12 8.5 7 SS 4 _ - - - _ 14 11.5 __ 8 4 - 14 11 �7 SS s JS_ 11 8 14 12 a 5.5 4.5 - 14 11 B.5 7 SS _-_ 10S 7 5.5 6 4.5 - 11.5 _ 8.5 55 4 - 14 12 B 7 6 4.5 - 14 11 7 5.5 4.5 14 12 tO 9 7.5 - - - 14 .___ 12 _- 10 _..., B _._. 6.5 _,... 5 _._ - - _- - 14 12 B 6 S 4 14 10S 7 5 J5 -_-1y 14 11 7.5 85 - - 14 11S B 6 5 4 ._.. - 2.6r95 _5- 6 6 4 4 10.5 8 5 - - - - 14r12 8 8.5 5.5 4 - - 13 10 6,5 5 4 3 - -10 - - _- - - - 14B 7 6 4.b - -4 105 7 5.5 Z5 i1__ 12.5 9S 8 - - - 17 6 4.5 4 3 - -B7 4.5 15! _ 14 10 7 - - - - 14 7� 5.5 4.5 -� 1.5 8.5 SS 4.5 3.75 - 9.5 12 9 e 4.5 4 - t4 12 10 - - - _- - - 14 12 B 5.5 55 - 13 10 65 5 4 1.5 -_ 85 4S - - - - __. - __ 11 8 5.5 4 3.5 - - - B B 4 3 - - - -__- - JS 9S 6 - 13 9.5 6.5 5. 4 - 10.5 0.5 B _6_.- 5 4 B BS - - - 14 10.5 7 3.5 - - - 11 8.6 55 b.fi- 13'-0' 14 1Y 14 11s 7.8 e 40.58_2.5 -- - _ __ --,__ 14-- B.5 - - - - - - 12 B 8 4.5- - - 9.5 7 5 4- - - - 8 8 - - - - 9.5 6.5 5 - - - - 10.5 7.5 S 4 - - - 1{ 12 - - - _ - _ - - _73 1410.57 7 5.5 - - - - 11 B.5 5.5 4,5 - - _-_ 10 - 9 7 4.5- 11.5 e - - - - - - 11 8 I 5.T1 47E - - - - D 85 4.5 - - - - - 7.5 _- - - - -_ 12 � 9rT - - - 9.5 7 4.5 - - - - - 15'-O' 14 - - - - 3.5 105r7-1 6.5 9 31010.5 8- _ _ - &9 8 4 _ _ _ 7 - 1.6 6.5 5.5 - B BS 4.6 _ 16'-0 14 ._._ 10 7.5 5- 6 ' \,\C E SF, No. 44167 STATE F 05 .. c p o CORN *';6', NNA K ANC TORS SPACIN . H-a1:Mn TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOUD-SET BLUE TAP W/ CAP TAPPER+ ♦ SEE DM�ATIONS OF VSE FOR BL1DE ON SHEET 19 1 HV BLADE 1BLADE DO BLADE WORKING IN UNISON 1. ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: (A) TO EXISTING POURED CONCRETE (Min. Fc - 3 xxt) 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILOEX. (Min. f'c = 3 ksi) 1/4'0 x 3/4' ALL POINTS SOUD-SET ANCHORS, AS DISTRBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. (Min. Po - 3 ksi) - 1/4.0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. (Win. f•c - 2 ksi) 1/4.0 TAPPER+ ANCHORS AS MANUFACTURED BY DEWALT. INC., AND DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED UCENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. (Min. f'c = 3 ksi) NOTES: A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPOON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ ANCHORS IS 1 3/4-, AND FOR BLUE TAP W/ CAP ANCHORS IS 1 1/2-. A2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4' ALL POINTS SOLID -SET ANCHORS SHALL BE 7/8' INTO THE POURED CONCRETE NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4.0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2- LONG MINIMUM SHOULD STUCCO EXIST, AND 1' MINIMUM FOR WALLS WITH NO STUCCO. A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SOUL. BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES At) & A.2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR INSTALLATION INTO EIFS WTfH METAL STUDS SEE SHEET 20. (B) TO EXISTING CONCRETE BLOCK: (ASTM C-90) 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDER. 1/410 x 3/4' ALL POINTS SOUD-SEr ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. 1/4.0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. 1/4'0 TAPPER+ ANCHORS AS MANUFACTURED BY DEWALT, INC., AND DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. NOTES: B.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON, BLUE TAP W/ CAP ANCHORS AND TAPPER+ ANCHORS IS 1 1/4' AND TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. B,2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4' ALL POINTS SOLID -SET ANCHORS SHALT. BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4' 0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST. AND 1' MINIMUM FOR WALLS WITH NO STUCCO. B.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES: ANCHORAGE SHALL BE AS INDICATED ON NOTES B.1) & B.2) ABOVE FOR INSTALLATIONS ON VINYL SIDING OR MFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE (E.D.) VERSUS SPACING RELATIONSHIP FOR ANCHORS. EDGE DISjANCE VERSUS SPA IN H D II I: FOR ANCHORS• MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW. FOR E. D. LESS THAN THE INDICATED, REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. FACTOR EE EDGE TAPCON TAPCON WITH ADVANCED ALL POINT SOLD SET BLUE TAP W CAP / TAPPER + DICTANCE THREADFORM TECHNOLOGY MIN. SPACING E.D. MIN. SPACING - 3' MIN. SPACING a 3' MIN. SPACING - 3 1/2- MIN. SPACING - J' 3 3/4• 1 4' POURED CONCRETE & CONCRETE POURED CONCREM CMCREE HOC( POURED CONCRETE & POURED CONCRETE & j�K MR. EA•3 1/2' MR. ED.=21/Y CONCRETE BLOCK LOT. E1,3 1/2- CONCRETE BLOCK MN EA-3, � MCONNEM �E20� !1• r 1.0 oso t.o o.7B t-° 2 t/z• - 0.81 - - --- -o.ea o.s7 1.0 -0.71- 1 0.43 - 1 0.35 02020 TILTECO, INC. I E c o tNc. iLp TILUT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St. Ste. JDS, VIRGINIA GARDENS. RDNIIIA 33 Phone : (305)871-1530 . Fox : (305)871-1531 a -mall: UReco4/oo1.corn CA-0006719 WALTER A T1WT Jr. P.E. FLORIDA Uc. )I 44167 A.S.S.A■ American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 CODE(Non Nigh Velocity Hurricane Zon1 02020 EASTERN METAL SUPPLY, INC. BERTHA H.VTM Accordion Shutter System KV. MADE #1 W/ OR W/o RV. WINDOW BLADE OLD !AWING No 20-164 MAXIMUM ANCHOR* cPACIN (in l REDUCE FORA N Lnx c141MR SPAN AS.D DESIGN NEGATIVE PRESSURE RATING ,4�!D A CORRESPONDING MOUNTING 7YP FOR ONCRETE OR CON .R BLOGK IN¢TA1 ! n� nONS (SEE MOUNTINGS L J. K & L ON SHEET 7) POURED CONCRETE POURED CO CONCRL•lE BLOCK SPAA (I�WAO( OVER & 1 TRENCH MOUNRNG RAiNGUARD MOUNTING KQ WALL/FLOOR MOUNTING ©WALL/WALK OVER MOUNTING (N) _.Q, _ ASA DESIGN IB:GVIYE P065LP1E RAM (yd A50. D6(91 t8Ta1NE PfBS41pE RA71NG AS& DF9R1 N6fIN-ErPRF59BiE RAT4NG _.. ASD. 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INC. F - IL ECOiN�. No.44167 TILLIT TESTING &ENGINEERING COMPANY a' STATE F 5 S N.W. 36th. SL, S7e. 30% VIRGINIA CMDENS. FLORIN 33 %'�'•, Ph- : (305)871-1530 . Fax : (305)871-1531 •"Z0RI a -man: Uiteaa®ad.aam � (C '1.\� (��� CA-0D06719 �''�7;;S�ONAL aNAAA\QCAI /clrAlAnlo� 7nAm WFL aDA u e 4416 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP TAPPER+ *PESEE ANCHOR SCIE (CATIONS ON SHEEP 13 0 VAUD ONLY FOR UP TO +70. -75 PSF A.S.D DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE #3, SHEET 11 1Q HV BLADE ONLY A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 In High Velocity Hurricane 2020 EASTERN METAL SUPPLY, INC. o"o'"■11M ■1wTM Accordion Shutter System H.V. MADE #1 W/ OR W/o KV VANDDN m" OLD 17-107 4 DRAWING No I 20-164 MAXIMUM A.S.D. DESIGN PRESSURE RATING (c;.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in) SCHEDUI F FOR A GIVEN MAX SHLRER SPAN NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDIN MOUnNG TYP (SEE MOUNTINGS ON SHEETS 16 & 17), ZE3 U B:E�TFZATE SOUTHERN PINE No. 2 W MIN. G=0.55. SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1 / DX S NE o. SPRUCE SPRUCE _PINE DOUGLAS FIR W/ MN. G=0.50 W/ MIN. G=0.43 W/ MIN. G-0.36 PLYWOOD o2 TWAGLAS I�G W/ NORTH FIR NORTH FIR SOUTH MAgMUM A1QtI.GG0.50 W/ MIN. G-0.43 W MIN. G=0.36 SPAN (1t) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M. N. 0 & R FLOOR MOUNTINGS M. N, 0 & R FLOOR MOUNTINGS M, N. 0 & R FLOOR MOUNTINGS WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS W& X W& X W& X P& Q S& V S& V S& V D. 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ANCHORS TO WALL. FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No. 2 W/ G-0.55 (N.DS) - 1/4'0 TAPCON ANCHORS. AS MANUFACTURED BY I.T.W. BUILDFX W/ MINIMUM EMBEDMENT AS INDICATED AT -DOUGLS FIR W/ G-OSO (N.OS.) EACH SECTION ON SHEETS 18 & 17. -SPRUCE PINE FIR NORTH W/ 0-0.43 (N.DS.) EXCEPTION: SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/ G=0.36 (N.O.S.) 2. ANCHORS TO HOLLOW CLUNG SHALL BE AS PER MDUNDNC TYPE U. SHEET 17 AND SHAH CONSIST OF -MIN. 1/2- COX PLYWOOD (1986 APA) LAG SCREWS AS PER NOS 2018 SPECIFICATIONS. 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. Th 110, 02020 TLTECO, INC. 3P� •���EN .� �wc. No. 44 67 = y• * TILLIT TESTING & ENGINEERING COMPANY T STATE ••• ]_• Y7R4WI4 WARDENS. FLOPoM 33 Phone a . %� FLOR �i(' P : (305)871-1530 . Fox : (305)671-1531 a -mail UK- olAe.1- cA-OD067,9 ��i •' •... wuml a TILLn Jr. P.E. FLORIDA U.. 111 44167 A.&S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 CODE (Non High Velocity Hurricane Zont ® 2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System H.V. MADE #T w/ OR W/o KV WNDOW BLADE !AWING No 20-164 INSTALLATION DETAIL WALL FINISH 1 ---- — - -- - 1/4'0 TAPCGN OR TAPCON WITH ADVANCED :.j THREAOFORM TECHNOLOGY W/ 1 1/2' Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. I, I (SEE SCHEDULE ON SHEET 15) EXISTING MIN. " WOOD 0 HEADER REQUIRED I it -TOR EXISTING I MIN. SEPARATION I I CLASS--IM g To ass (SEEScHEOUI ^— tt Etb DE ID.' FOR ( I I ON SHEET 19 m&� Il (M)HV WALL HEADER INSTALLATION EXISTING 1 - - __-._-----._ I. -. .. • _ 2'x4" CON MIN. SEPARATION TO GLASS I WOOD PU1TE d (SEE SCHEDULE ON SHEET 11) REO'D. I I .� 1 -WALL FINISH I. - (Al 1 r J •j-- - 1/4'0 TAPCON OR APCON WITH ADVANCED THREADFORM TECHNOLOGY y W/ 1 1/2' Mtn. PENETRATION OF THREADED AREA TO EXISTING -�-- WOOD HEADER. (SEE SCHEDULE ON SHEET 15) 1/4'0-20x3/4' S.S. MACHINE SCREWS W/ 1/4'-20 NUTS 1' MI i ® 12" O.C. � II OR 15 r /• `1I/N1, ly l i OPTIONAL i \ "'-WALL II FINISH -'__EXISTING MIN. 2'x4WO I L HEADER REQUIRED I, 9 �I EXISTING �—(SMIN. SEPARATION TO GLASS _ GV.55--� EE SCHEDULE ON SHEET 11) -"- (N)HV WALL HEADER INSTALLATION - -- -- -------...-.— --- -I --- — MIN. SEPARATION TO CLASS 11 11 EXISTING ��(SEE SCHEDULE ON SHEET 11, -- - I G1A55 L .fr1 0 ram'. ,.-_ U� 1/4'0-20x3/4' S.S. MACHINE SCREIYS W/ 1/4'-20 NUTS ® 12'-. O.C. Q OR® C 2'x4' CONT. - ' l WOOD PLATE • i I 1 MIN. SIXAAAtpN � To Mons, (SEE sMffDUIE aN SHEET (� 11 FOR BLADE ®AND - tl ON SHEET 19 FOR EXISTING ! BIADES lD k Q$ G1A55, p WALL � FINISH; im-1uaM `>Jx.il\l\\\l 'I OR 1 1/44'0 TAPCON OR TAPCON WITH ADVANCED 1 -THREADFORM TECHNOLOGY W/ 1 1/2- li Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. 1'11 1 ;1r (SEE SCHEDULE ON SHEET 15) 2'x4' CONT. SILL _ PLATE REO'D. ----_. 1E' - -- a --- --- -7- --- --- r . - I T� MIN. SEPARATION TG GLASS --T ] (SEE SCHEDULE ON SHEET 11)-----' EXISTING IIII - GLANS L 1/4'0-20x3/4' S.S. v d T MACHINE SCREWS \ . L U51NG 1/4'-20 NUTS L ® 12" O.C. REO'D. LEO `-ED -I' Min _ 1/4'0 TAPCON OR TAPCON WTRI ADVANCED .1 I 1 -•\11 I 1 II - 1 I•iY 2'x4' CONT. I THREADFDRM TECHNOLOGY W/ 1 1/2' 1/4.0 TAPCON OR TAPCON WITH ADVANCED ' l! 1 _ l Mln. PENETRATION OF THREADED AREA To `I h, - SILL PLATE (� L 1:_._�i!L ,1 EXISTING WOOD HEADER. THREADFORM TECHNOLOGY W/ 1/2' ,' 1/4'0 TAPCON OR NOTE: I ' Min. PENETRATION OF THREADED AREA INTO PLYW000 - \ \\•{ TAPCON WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL ( REQ'D. 11 I (SEE SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEEP 15 I/2' MIN. CD%j THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. _-� 1 y` .1 tl iII i WALL FINISH y 1 ) EXISTING MIN. 2'x4' - -�: -- l� 4=' ,1 STUDS ® 16' O.C. MA%�\ PLYW000 REQ'D. W/ 1/2' Min. PENETRATION OF 2-MOUNTING SECTIONS CAN BE 1 1/2' MIN. COX PLYWOOD RED-[). WALL FlNI THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO \ REO'D. PLYWOOD TO BE (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. ® HV WALL SILL INSTALI ATION EXISTING MIN. 2•x4' STUDS ® 16' O.C. MAX. REO'D. ATTACHED TO STUDS IN PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH �WITH SECTION 2308 OF THE F.B.C. SECTION 2308 OF THE ® HV WALL SILL INSTALLATION ♦SEE UM TIONs OF U OF HV WALL SILL INSTALLATION F.B.C. BLADE lA QN SHEET l _ __._. _.... _..._ No.441 ET ' -o'• STATE 01 ............. •' ``' SEAL/SIGNATURE/[ 02020 TILTECO, INC. IL EC01NC. TILLIT TESTING do ENGINEERING COMPANY &= N.W. WM St.. St. 3Oe, VIRMIA GARDENS. FLORIOA M Phan.: (305)871-1530 . Fax : (305)671-1531 e-rnail: 6'llec.bool—nn CA-0006719 WALTER A. TILLIr Jr. P.E. FLORIDA Um 0 44167 A.S■S■A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 CODE(Hon High Velocity Hurricane Zonl 02020 EASTERN METAL SUPPLY. INC. BERTHA HVTM Accordion Shutter System H.V. aADE #1 W/ OR W/o H.V. WINDOW BLADE Y. N III- U TION DATE DRAWN BY: NP 1 I OLD 17-t07 /2t202 GATE: 7/2/2070 IAWING No 20-164 G ,- WALL FINISHMAA ------- -- -------- - -•• �.-•... A,�.,,vt. to JJ1JnL nMI V JLC anGCI Iy run;SPAN &DESIGN LOAADDFOR INSTALLATION WITH BLADE 1 & A WORKING IN 1/4"0 TAPCON OR UNISON / j Y TAPCON WITH ADVANCED 4'x6' (bin.) EXISTING --- � t-R`/r--- I" "- EQ - 2 MIN.-- - THREADFORM TECHNOLOGY WOOD BEAM REQUIRED. --EDGE( APPLICABLE) W/ 1 1/2' Min. PENETRATION STRUCTURAL AOEOUACY 4-0-20x3 4' S.S. ! / _ IF OF THREADED AREA TO / / OF EXISTING WOOD REAM l jl1 EXISTING WOOD HEADER. 1' PHIIJJPS TRUSS HEAD TO BE CETi11FlED BY ct Min. MACHINE SCREWS ! --- 1 (SEE SCHEDULE ON SHEET 15) I REGISTERED ENGINEER OR ' / %`. r _ -Y+- __.y_ __i- - _ - EXISTING WOOD t - W/ 1/4'-2o NUTS ARCHITECT PRIOR TO Ea-'-T--EO -j f- _ _ry, ._�+� _ -.. - TRUSSES OR .11lltl/IIJl lfj - ..r- ®12' O.L. SHUTTER INSTALLATION. i �� II 1/2 -�" ✓ „"L 1 t i L /2 RAFTER 024' .� ii O.C. REQUIRED EO EQ - OR 1 1/4'0 TAPCON OR .___.-_ �v_� Iir/ !`,, I - ~'- _��._-_ _ --_._-. TAPCON WITH ADVANCED Y 1:" r I - -= I EXISTING SOFFIT .257" THREADFORM TECHNOLOGY r r C- --3/4' Max. THK. 1"+ ° Max. W/ 1 1/2' Min. PENETRATION % Nz I MMI, I 1 J OF THREADED AREA TO % r EO�r EO / 14x3/4" r'EO `=-EO-t/, _ OPTIONAL 1 ! +! �:r/ ___.-_ 1 ..__..._____._-1'x4'x1/6• CONT. ALUM. TUBE `-`I EXISTING WOOD HEADER, 1 ! , (. S.M.S. _ _.I L_..{. I I,1 (6063-T6 ALLOY) W/ I (SEE SCHEDULE ON SHEET 15) sa 6' O.C. I ,.4 �. .t. _ © ® (3)5/16.0 LAG SCREWS TO _ _ Lv, I I 11 or 1 or 1 LOCATE LAG SCREWS AT 11 or 1© or 15 I EACH RAFTER OR TRUSS. �jj_ ' I A l._ EXISTING MIN 2"x4• 11l I I i MIDWIDTH OF EXISTING WOOD EXISTING —III HEADER REQ'D I 11 -) MEMBER, (2' Min. NOMINAL GLASS 9:__... _.-._._ MIN. SEPARATION TO GLASS _ -___I 1� -_-- I OPEN HOLE AT EACH WIDTH) W/ 2' Min. PENETRAT U `(SEE SCHEDULE ON SHEET 11) I I GLASS --I 5/EXISTING ifi0 LAG SCREW 9D TO ACCEPT1� AREA VAIO FOR THREADED I ' AT CENTER OF TUBE. N INSTALLATIONS WITH 72ps( I vat SEPARATION I MAX. A.S.D. DESIGN LOAD AND OS HV WALL HEADER INSTALLATION I ro awe (SEE EXISTING I A@L SF➢AAARON I 4 r s'-o MAX. SPAN. THIS 4 1 SCHEDULE -,..SCHEDULE I I ry GLASS I SO �ON(Sr INSTALLATION IS ONLY VAUD I ON'I,. IS FOR I -_ 1C�OR ® -j 11 FOR BLADE GAND FOR WOOD W/ MIN. SPECIFIC t-SEE SHEET 4 FOR TYPICAL SHUT1IIt A5501B1Y aA060)� ® ON O19 FOR I GRANTY OF 0.50 AS DOUGLAS "I--'-----'——=(r— - - I � © I r I _ ♦ FIR OR SOUTHERN PINE No. 2. 2-HOUNTING SECTIONS CAN BE COMBINED OT NY CEILING INSTALLATION-`-- - r----- - - ------ • - - -01 °R ® OR EQUAL. W ANY war ro sDN ANY 1NsrAuanoN. U ! HV CEILING STALLAT ON �- � ,� r NN St9ARxllat � _.�-__ _ - _ J. TO MIN. SEPARATION TO GLASS -I Ea®utE MIN. ASS (SEE SCHEDULE ON SHEET 11)-`"--`--_-'1 EXISTING 17 iCH BILLmNtO SEPARATION I I EXISTING I it GLASS I HlO6 I� rat TO GLASS I m (SEE SCHEDULE GLASS 9 I `I I ON SHEET 11) I I 1 ALTEHORTERNA.- 0� B ANCI I I WALL- _'_"-'-1 I LOCATION �__- EXISTING ' U FINISAH/©�3/B^L.MMw crss Max. O-—I I 2'x6' MIN. WOODASHR HEAD TEK DECK I T SCREWS ® 12' o.c I (NO FINISH REQUIRED 2'x6' MIN. WOOD-� o - '� I _ DECK REQUIRED (NO _ ALLOWED) i ,(. FINISH ALLOWED) 19 J EOCE OF DECK .- ' , 1'--I _ �- mGE - T I ` -EO fQ- -� 1 _ DEC IF - _ _ - - EDGE OF DECK i IF APPLICABLE . :[-0.-- EO" I ✓ APPLICABLE 1/4"0-2Dx3/4' S.S. IF APPLICABLE 1/4"0 TAPGON OR t"Min."'• PHILLIPS TRUSS HEAD J - 1 ', I 2•x4' CONT TAPCON WITH ADVANCED MACHINE ' MIN. - SILL PLATE THREADFORM TECHNOLOGY W/ 1/4'-20 NUTS - -��"--"- 1/4.0 TAPCON OR TAPCON WITH ADVANCE I W/ 1 1 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM-� _ _ _ THREADFORM TECHNOLOGY W/ 1 1/2' Min. I' - '-2' MIN. 2• Min. PENETRATION PENETRATION OF THREADED ' REO'D. tl OF THREADED AREA TO m 12' O.C. TECHNOLOGY W/ 1 I/2" in. PENETRATION OF THREADED -2' MIN. i T' EXISTING WOOD HEADER. AREA TO EXISTING WOOD HEADER. SEE SCHEDULE ON SHEET 15) AREA TD EXISTING WOOD HEADER (SEE ----- - _..t_r_._.t). ( SCHEDULE ON SHEET 15 (SEE SCHEDULE ON SHEEP 15) ♦ SEE UNTATIO. OF USE FOR ) HV WALK —OVER INSTALLATION eTInIJ OV HV WALL SILL INSTALLATION RUDE �ON SHEET 19 ONV FLOOR INSTALLATION li 111 1 M+n m2a2o TILTECD, INC. FLORIDA BUILDING CODE(Non High T VeERN loAittysOH SUPPLY, Hurricane Zone: ��,•���`�i� /� BERTHA HVTM __ 1 L E C O N Accordion Shutter System No. 441 7� g American Shutter Systems H.V. BLADE #1 W/ oR W/0 Kv WINDOW BLADE TILLIT TESTING $ ENGINEERING COMPANY Y EV. N DESCRIPTION DATE DRAWN BY: M.P o'• STATE 0 i Association, Inc. 1 OLD 17-107 1/2/202 DATE: 7/2/2020 •,• Phone : (305)071-1530 . Fax : (305)a71-1531 4268 Westroods Drive 2 '�p� F(ORT� •c��ti`�` e-malGt000o®'9Ol.com West Palm Beach, FL 33407 3 DRAWING No WALTER A. MLUT Jr. P.E. 4 20-1 64 n.owDA U.. p 44167 END INSTALLATIONS CI) HV BLADE OR WINDOW BLADE INTO 2"x4" MIN WOOD STUDS _2',V MIN. WDDD 2.4' 7. \ SPIVS REa'D. _ 2•.4' 1BR. 9WD WD00 STUDS,__ :v - 1/•'s TAPCON /" : , STUDS REDD. (AS APPLICPBLE) / \ /{ `i+//LIIDR o fi' O.0 IETRAI IIMD I \•\ / \\ I / I \' ./ i -wool) mil)S. I.. / tj II /_ 1 (AS ,PPIxiaL� FJOSTNC GLA$$----� /r� V t^ To 1/2 WIt nON I .. I n, \ `1\ I T"' 1 \\\ // � A {- � PLYWOOD IF ND . I I r s \ t - s�uos oosr. � 1 ,\ . EUlmxc awls 1 Y i 'C rty\ .. - ( ,',1 Ex150NG G { i / nNtsi \ ' \I"': ! / I I_/vasn c GLASS PLYWDOU- NN. __ _.. \ YN SmARLigI 1/2• \ I %, \ %/ 1 "� )• �,/Ea.v\\ /, \ I :A1 _[ TD G10.55 (Sff F, ��1 ...-1/Y R.YYIi ^ %`'% N- .y: ;.: ISCimUE�a�51EEr 11 lOi YIlE mND f/1G'xJ' mu. ! l 'UR Rum 0AN) ro aA55 (� t/2' -L wx= --- ON SIEET 19 fOR --- �A,6 ) fP� 1 1/2' YN. CDY ,•�,2°..` c. r. �9�i3 r_'i: ^' To aAs (gx ELIDES(D (�ALLOI CLOSSEEA 9AD6mR � 1�1 i�H�mMo PLYMODD. 1/2• I PLY-000. m EmWa I` 1/1• YN. PUTS (LOGTE 1/2•!- -_-{ -ALL °NT1° i0R r I a sNm IB rGR 1 _.-- - I 1 N aRRAOFSLDE YNI-1 11 larnl - � Ira¢ 1me a1 I rirus(pe QA `--/10.1/2' S.N.S. __._.1 $ I• GR 2• I OlE O.C. oie o .- / �_ \5� 1 Y1G.1/Y sJls. role 1 4 (2 •�` J I nil/•'• TNCms WaIOn.Tro � it !; j' OR • mian sac at.,�j �Tc--_• �10 sFF DEraAxro4lUORW I I I(1.)O • 1SEE DEIA1 x FOR - R ®• 9DC CY1ONhTRACK�Nc®a ®-OB •07-O•®-/aDE cowlEclwR SEE DETAn. x FaR /4. ¢N'•®-®•+!'-©•®- J To TPu15 �_� ®-®-Q. 1p. E' G.®u SIDE coNrEcnoN" ®-0To TRACKS -©•01-®.�•®- O S. p Tp • �- Ep.O ®- END CONNECTION DETAIL (Z �•®-�•®-®•® END CONNECTION D reu ® AND CONNECTION DETAIL Qg -END CONNECTION DETAIL / 2•.•' NLN. WOOD LASS- • RDWWFD ONLY FG0. SPANS GRGIFR lYV 12'-0' STUDS RED'DI ' '/•Y TAPCDN ANCNYS 1/4•1 TAPa1N ANa1Y+5. 1 a/ 1 I/Y YN. \ BI OxI/2• SYS { FODS�INC a.L55 PE"ETRAT1IW O IY O.C. tl/ 1 //T M cis O.C. PFCRIAOW O 2. O.C. NN SEPAI m GLASS f , 1/2•NN. soromAEaMs[ET I_-'i __��4r Xy ♦SEE UMRAT10N5 OF USE FOR : \ C ; a RAiii:le - 4 ... _ I �- BU(DE lA ON 9HEEf 19 L' 't 5! I a,,aEme sear,.-----; N SIIBETT IB FOR I 1/2. 41N '1 I `. / _ 9 _ D% <� /T i w\1 , n f _ (a) __-- L. / / \ I" OoR fad —' EZ --- - j (3-EOO-tl IG•�WALL T.••uw.WmD,r! wuL -t�-OO O-�®- ©��oER®cR7�rn1® VIEWI.--®-®•®-©•©- STUDS REOb. - 11N6N '-�•®-®•�'©•®- PLAN 0 0 ©-o•o•®- o o ©-©•0•@- o•®-®•®-®•® o•®-�'•®-®•® X END CONNECTION DETAIL (a -END CONNECTION DETAIL 12 DETAIL FLORIDA BUILDING CODE (Non High Velocity Hurricane Zorn ,,.....,,• /1/i/,/ 02020 TIL7EC0, INC. 02020 EASTERN MErAL SUPPLY, INC. BERTHA HVTM N0.44167' I L E C O ■ S■ S■ A Accordion Shutter System * _ A.S.S.A. FW. RADE #1 W/ OR W/0 FLV. NINDON BLADE 1,:W STATE OF (� AT TILUT TESTING & ENGINEERING COMPANY American Shutter Systems U. N DESCRIPTION DAiE DRAWN BY: EI.P �p •, �` .'((, Q w 6355 N.W. 36Ch. SL" SW. JW, VNc01N GARDENS, FLoFnA 331y Association, Inc. 1 oLa 17-107 /z/zOz DAZE: 7/z/z020 i-- ;`. �ORIDA ��y.� Phone : (305j871-1530 . Fox : (3o5)971=1531 4268 Westroads igFive 2 '/•,,/sSjpNA� e C�` \•\`' o-"1°'CCA 0 06719'�CO1^ West Palm Beach, FL 33407 J DRAWING No ''r��n1111i111((1 a WALTER A. TILLR J, P.E 4 20-164 P.E. SEAL/SIGNATURE/DATE FLORIDA U. y 44167 5 cuFrT 16 -f20•--- TYP. EA ENO MAX. 5 WINDOWS n ALLOWED AT HV a WINDOW BLADE 1� a SEE END CONNECTION DETAILS ON SHEETS 10 & 18 TYP FULL HEIGHT. iP iP I� ImncN[n IJ) � _�i ELEVATION• SEPARATION To GLASS FD(ISTING GLA55 - `- (SEE SC EDU E ON SHEET 11 FOR B A,DE LD — `1 AND ON THIS SHEET FOR HIMFS Q & pA /�---(2��-- r(6)----�tA - �C TYP. SYM ICAL CEMLTNMATES 21 ® W/ 2 OR ®s AND -_.._.---'--• W/O (SEE NOTE 4 ABOVE) PLAN ` 1. MAX. A.S.D. DESIGN PRESSURE RATING: +110. - 110 ps.f. 2. MAX. SHUTTER SPAN: 96' 3. ALLOWED MOUNTINGS: A. D. G & H ON SHEETS 6, 7; AS WELL AS MOUNTINGS M. O• T, U & W ON SHEETS 16 & 172. NLY OR CASE -D WBOF LAYDUTR, (ts)M UST BINCLUDE 6 OR TAG EXTERIOR ACCESS LLOSIDOF PPOSING 5. (A) MV WINDOW BLADE 1@ SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS (3"0 HOLES) FOR ® PER BLADE AT SPACINGS SHOWN ON SHEET 4. (13) MIN. CLEARANCE FROM TOP OR BOTTOM EDGE OF W WINDOW BLADE OF ANY 3'0 HOLE FOR 4(& SHALL BE 12'. (C) FIRST OR LET BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE (LO (0) HV WINDOW BLADE 1O MUST BE USED ALTERNATE TO A SOLID HV BLADE 1Q THROUGHOUT SHUTTER'S WIDTH. (E) CEJi(ERMATES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID HV BLADE 1 AT EIRifR SIDE OF THEM. (F) POLYCARSONATE HV WINDOW P SHALL BE INSTALLID SO TABS FACE THE INTERIOR OF THE OPENING BEING PROTECTED. HV WINDOW MUST BE ONLY INSTALLED AND LOCKED USING A W SETTING TOOL P BY ASSA. INC. 6. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS ON SHEET 15. AS LIMITED BY SPAN AND DESIGN LOAD (SEE NOTES 1 & 2 ABOVE). 7. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOcK WALL ON SHEETS 12 & 13 AS LIMITED BY SPAN AND DESIGN LOAD (SEE NOTES 1 & 2 ABOVE). B. MINIMUM SEPARATION TO GLASS SCHEDULF- PER ASTM E-1998: WIND ZONE MINIMUM SEPARATION 70 GLASS 1 THRU 3 1' 4 ---� 6.25' � — — TYPICAL') HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE (1A SHUTTER* N.T.S. pv ........ ` I, \,10EN :v9 *: No, 441 7 -p'•, STATE 0 ID2020 TILTECO, INC. IL ECO�N�. TILLIT TESTING & ENGINEERING COMPANY OM MW. 361h. St. Sle. 303. VIRGINlA GARDENS. FLORIDA 33 Phone : (305)871-1530 . Fax : (305)871-153I _R: URewcooLconn CA-0006719 WALTER A TILLIT Jr. P.E. FLORIDA U. 0 44167 A.S.S.A■ American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 In High Velocity Hurricane 2020 EASTERN METAL SUPPLY, INC. &e lk." ■ mops 1M Mm Accordion Shutter System RV. BLADE #1 W/ OR W/O KV. W1NWN BIADE 17- ZAWING No 20-164 6"x 11/2'X D.035' THICK -' Min. ASTM A-653 GRADE 40 Min. C-60 GALV. STEEL METAL STUDS AT 18. O.C. w r I- • �I o vnREs=i INSTALLATIONS W/ n HV BLADE & HV CENTERMATES ;.2.`ugx.,;.a INTO METAL STUD WALLS t�i7_7 .11P.,.a "r 1 3/4'x 6 1/4•TR. 0.035• THICK Min.l COX GALV. STEEL I CHANNEL. I 0 6' O.C. /1 ® 6' O.C. ASTIA A-653 GRADE 40 Min. G-60 1 GALVANIZED FASTENED TO STUDS W/ (2) Q6x1/2' TER SCREWS ON 'EXISTING FINISH INTERIOR @ IXIEIGOR FACE ! AS APPUCA13LE I EXISTING GLASS --i MIN. SEPARATION To GLASS _ (SEE SCHEDULE) 1/4'x 0.035" THICK Min. EXISTING FINISH STEEL TRACK CHANNEL, %AS APPLICABLE iGRADE 40 Min'FASTENED TO STUDS TU 1/2- TEK SCREWS ON EXTERIOR FACE ® 6. O.C. , , 1a 6" O.C. �tmtl 3 - * GENERAL LIMITA QNS AND CONDITIONS OF USE FOR BERTHA(I)HV BLADE ACCORDION SHUTR SYSTEM INSTALLATION TO METAL STUD WALLS 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75• - 75 (psf) 2. MAX. SHUTTER SPAN: 84" 3. ALLOWED MOUNTING: MS ON THIS SHEET. 4. ONLY#ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED WITH 21 ARRANGED A SYMMETRICAL LAYOUT. USE O (2) (335 (6" LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT ERIOR OR INTERIOR ACCESS SIDE OF CENTERMATE. 1k'k BLADE SLACK DETAIL HVF IS ALSO VAUD FOR CENTERMATE 21 APPLICATION WITH BLADE 10 F�,6".. 1 1/2'x O.OJS° TMCK -IMinASTM A-653 GRADE 40 �� - ;2 ;;Mbz,7 6" O.C. Min' c-6a GALVsrEEL 1" : '.I MS WALL HEADSILL INSTALLATION METAL STUDS A` 16' O.C. PAn. ; .1 - � - - - - - ZE7(ISTING GLASS I I... .43a 4_SYMMETRYCAL'.. 36.�43c;`::.i.I I,�: .. � L 1 CENTERMATES W/ ; I' • I I„ ! t ;.;EXTERIOR ACCESS SIDE:: --- ------6• (TYP.) - — 1I -I 2.000" Max. I-- 3a 1/4"a NOMINAL ALUMINUM SLEEVE 6063-TS ALLOY SEPARATION TO GLASS SCHEDULF 4 _3.000•�-1 WIND ZONE MINIMUM ASTM E-1896 SEPARATION TO GLASS 1 THRU 3 1" 4 4" ,_EXISTING FINISH AS APPLICABLE (TYP. TOP & BOTTOM) I SYMMETRYCAL ' "CENTERMATES Wl I I INTERIOR ACCESS SIDE . ---- --------------- ------- --- �,-�(s" Mint I )_ Max. r I 4Jc LENGTH + 1" I- ® 1/470-203" BOLT MUST PENETRATE L1-�.373" a 250•- I-- 050" m L— -1/4-0-20 THREADS CONSTRUC710N PRODUCTS FAR-LOK HD COMPONENTS .SCALE: 3/8"- 1" I I•_ HV HEADER/ LY i -�____ _ SI ENDS ---- = -� 12 ' ✓3U5 (6.,MIa.) \ 24 VIEW 1 -3 1/4' (Typ.)_-6 1/z" (rro.)-----...---_._.._.....�•.._.-_....---..�.�-----._-----7°-_--- ---- s t/2" MAX. suck **--_-J SIDE CONNECTION TO TRACK (coat.) �9 — - M BLADE SLACK DETAIL HVF kLyg of A/ 02020 TILTECO, INC. FLORIDA BUII DING CODE ( @ 2n02 High 1�eRN METALySUP SUPPLY, INC. Zone t{11UIli' (}J(ri A ,: �?•• En•F••;'�--. BERTHA HVTM L E C O �a �. A. S. S.A. Accordion Shutter System No, 44 6 _ FLV. BLADE #1 W/ OR W/0 N.V. WINDOW BLADE TILUT TESTING k ENGINEERING COMPANY American Stutter Systems CV• He DESCRIPTION DATE DRAWN BY.- MR STATE F W35 N.W. 3Eth. St- St°, 345, VAS GAROENs. FLORIOA 331G Association, Inc. 1 OLD 17-107 /2/202 DATE.- 7/2/2020 '9 ••, Ph— : (305)871-1530 . Fax : (305)871-1531 4268 Westroads Drive z 4 0.<�; : ICORI P .•'���p`� e-mail:oL�e»91•CO1° West Palm Beach, FL 33407 3 DRAWING No -''''///q.,�NA En1„crAl /a!•Alnn for /n eTr FLORIDA U°. g "I87 q ", .�/•�T ss/ \\ WALTER A. TIL IT Jr. P.E 4 ZO—, 64