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HomeMy WebLinkAboutProduct Approval..RIPA 09PAMM" a • Professional A / r" PrA BCIS Home I Log In I User Registration i Hot TopicsI Submit Surcharge Stats &Facts Publications I FBC Staff BQ1 s Site Map Links ISearch i Florida Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail it S Application Type Is n Code Version Application Status Approved Comments Archived A'. 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 Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutter Subcategory Accor 'on Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer El Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Walter A.. Tiilit, Jr. P.E. PE -44167 National Accreditation and Management Institute 12/31/2017 John W. Knezevich, PE Validation Checklist - Hardcopy Received FL389 R8 COI HV ACCORDION CI NONHVHZ.odf Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201, 202, 203 1994 Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summary of Products 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 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: . c_ Credit Card Safe FL # Model, Number or Name Description 389.1 Bertha HV Accordion Shutter - Extruded aluminum interlocking blades retained by tracks Blade 3 - (Non-HVHZ) - Drwg 15- (top and bottom) for storm protection 086 Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 II A.S.S.A. INC. DRWG.15-086.pdf Approved for use outside HVHZ: Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile Level "D".Max span is 12'-7" for 35 psf FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG.15-086.1)df Created by Independent Third Party: Yes positive ASD load and 13'-O" 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'-6" 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. 389.2 Bertha HV Accordion Shutter -Blade Extruded aluminum interlocking blades retained by tracks 1 Only- (Non-HVHZ)- Drwg 15-085 (top and bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 II A.S.S.A. INC. DRWG.15-085.pdf Approved for use outside HVHZ: Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large missile level "D". Max. Span is 16'-0" for 30 FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG. 15-085 HV.pdf Created by Independent Third Party: Yes 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. load for HV blade for Keystone mountings 7'-0" for +75, -75 p.s.f. for metals stud mountings and 8'-0" for 110 p.s.f. for HV1 and HV1A working in unison. See sheets 7, 11 and 20 respectively of installation drawings for other spans re 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO- (Non-HVHZ)- Drwg 15-084 (top and bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 II A.S.S.A. INC. DRWG.15-084.1)df Approved for use outside HVHZ: Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large missile. Max. 16'-0" span at 30 p.s.f ASD load FL389 'R8 AE A.S.S.A. INC. P.E.R. DRWG.15-084.1)d Created by Independent Third Party: Yes for Blade 1 and 18'-0" for Blade 2. See schedules on sheet 12, 25 and 28 respectively 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 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: . c_ Credit Card Safe 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 2014 (5th EDITION) OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SWILL 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 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (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 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS rM USED IN THEIR, ANALYSIS. HOWEVER, A WIND DURATION FACTOR CD=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 @ $0214.01-03, #0715.01-03, #1004.01-05, #1214.01-05, 00317.02-05, #0609.01-10 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) & #1220.01-10 AS PER TAS 201, 203 & 203 PROTOCOLS LARGE MISSILE. —HV WINDOW BLADE ® J0505.01-08 AS PER ASTM E-1886 AND E-1996 (MISSILE LEVEL 0, WIND ZONES 1, 2, 3) BASIC PROTECTION ONLY AND # 0725.01-88 AS PER TAS 202 PROTOCOL 2. HV BLADE (1) 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 (FIV SCREWS), USED' AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE #14x2.75' AND #14x1.75' RESPECTIVELY, 410—HT MINIMUM SERIES STAINLESS SIEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV OACROSHIELD 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 ksE AND 35.7 ksi FOR 6005—T5 ALLOY. 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN. YIELD STRENGTH AND 90 km MIN. TENSILE STRENGTH. AND SHALL 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 ksi MINIMUM YIELD STRENGTH. 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS: HV BLADE Q : 12,13,14,15 AND 20 HV BLADE D & ® WORKING IN UNISON: 12, 13 & 15 B. 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 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 HV AND HD CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACC09DANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1710.8.2 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. (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. (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 DEWITE 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. (e) ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. V. IL ECOm TICCIT TESTING & ENGINEERING COMPANY '. rC t OF_ 0.. St, St. 305, NRGINIA -R.OWA 33 •` ..' ` F 8355 N.W. 36th. GARDENS. y ��i tS'• Phone : (305)871-1530 . Fax : (305)871-1531 a—man: bltecocool.comV LENa,, TA. Jr.E ���� ,�NA TI FLORIDA rr � P.E. SEA%OTURE/DATE L TABLE OF CONTE AREA •1' HY BLADES D d GENERAL NOTES SYSTEM COMPONENTS 1-20 SYSTEM COMPONENTS 21=37 TYPICAL SHUTTER ASSEMBLY 38-44 TYPICAL WINDOW BLADE & WINDOW DETAIL B_ADE n AND W W HERE APPLICABLE) TYPICAL SHUTTER ELEVATION & NOTES ON I INSTALLATION DETAILS A -F, CONCRETE/BLOC INSTALLATION DETAILS G -M, CONCRETE/BLOT CENTERMATE DETAILS HV CENTERMATE ALTERNATING DETAILS HV END CONNECTION DETAILS 1-6, CONCRETE/ MAXIMUM SPAN TABLES ANCHOR SCHEDULE- CONCRETE & BLOCK ANCHOR SCHEDULE- CONCRETE & BLOCK ANCHOR SCHEDULE- CONCRETE & BLOCK ANCHOR SCHEDULE- WOOD INSTALLATION DETAILS M -R, WOOD INSTALLATION DETAILS S -X, WOOD END CONNECTION DETAILS 7-12 & X. WOOL AREA 3: HV WINDOW BCA' TYPICAL SHUTTER ELEVATION AREA 4: HV_WINDOW BCA! INSTALLATION DETAILS, METAL STUD WALLS THIS DRAWING SHALL ONLY 8 OBTAIN PERMITS IN THE STAT A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, IL 33407 Non Nigh Vela © 2015 EASTERN MI Accordion S: H.V. eLVE #1 W/ CR W/C , I OLD 11-192 14 (j)"LSOLID BLADE - COVERED UNDER US PATENT # 5458179 (R HV WINDOW MADE* LIMITATIONS OF USE OF BLADE (9 ON SHEET 19 6063-T6 ALLOY AND TEMPER ..670" 2.226" 6 - O 0.072" 3.226" 0.072' QUALJFIED FOR USE W/ HV BLADE (1) 6063-T6 ALLOY AND TEMPER A60w 'i 670 1.696" 3.520' AAi W COUNG HEAQE FIED FOR USE W1 W BLA%Epl ONLY, SEE SECTIONS FOR VALID 6063-T6 ALLOY AND TEMPER (9 SIDE ANGLES QUALIFIED FOR USE W1 HV BLADE (D - 6063-T6 ALLOY AND TEMPER' 0.45 O a}0 - 4,35V' UNIVERSAL FLt} QUALIFIED FOR USE W1 W BLADE 6005-T5 ALLOY AND TEMPER 3.226* 1.$00* 4.897' (j)HY ADJ. ADAPTEH WILIP QUALIFIED FOR USE' W1 W BLADE (D 6063-T5 ALLOY AND TEMPER HY HEADE QUAUFIED FOR USE W1 HV BLADE( .DONLY 6063-T6 ALLOY AND TEMPER ALUMINUM ANGLES QUAUnED FO ,k USE W/ HV BLADE Q) ONLY. 6063-T6 ALLOY AND TEMPER Max. (�)HV- DIRECT Moubg QUALIFIED FOR USE W/ HV BLADE 1 6063-T6 ALLOY A TEMPER of 2' 815" .092* 4AW r' -"'HV WALK—OVER -TRACK QUALIFIED FOR USE W/ HV BLADE(P 6063-T6 ALLOY A D TEMPER HD CEILING S 14EADER/ � �U QUALIFIED FOR USE W1 W.BLADE (j) SEE SECTIONS FOR VALIDITY. 6063-T6 ALLOY AND TEMPER ism EN EM TIWT TESTING & ENGINEERING COMPANY =Bonn STATE Of Z WW NX Mh. St. Ste. 301 VIROM CAROM. rt OWA 33 Phone (MS)871-1530 . Fox c (3m)871-1531 AtOOD w" :0 50v,;, 8 -mon. 61tec000j.cZ ED -0006719 WALTER A. 7OLLIT Jr. P.F- imam== FWRIOA Uc. # 44167 1�491" 1 =-i� (�)HV 90"/180' STA TER QUALIFIED (gR USE W/ W BLADE 6063-T6 ALLOY AND TEMPER 2.670, 9s4" 67 '000. 842 .920 EIV TRENCH TRACK QUALIFIED FOR USE W/ HV BLADE 0 ONLY. Q063 -T6 ALLOY AND: TEMPER 1�4) HI) WALL HEADrtg/sit-t- QUALIFIED FOR USE W/ W BLADE (a) ONLY. 6063-T6 ALLOY AND TEMPER x (go. CORNER POSTS QUALIFIED FOR USE W/ HV BLADE (D 6063-T6 ALLOY AND TEMPER 401,11117.11 A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 -373* 6 ry C3 1 HV RAI 0QUALIFIED FC BLA 6063-T6 ALL( Mon High Velocii 0 =5 EASTERN META Accordion Sha KV. BLADE #1 W/ OR W10 H EN 11LIECOiNc. TIWT TESTING & ENGINEERING COMPANY STATE Of Z WW NX Mh. St. Ste. 301 VIROM CAROM. rt OWA 33 Phone (MS)871-1530 . Fox c (3m)871-1531 AtOOD w" :0 50v,;, 8 -mon. 61tec000j.cZ ED -0006719 WALTER A. 7OLLIT Jr. P.F- N AL P,E QiWAV917/17)ATF FWRIOA Uc. # 44167 1�491" 1 =-i� (�)HV 90"/180' STA TER QUALIFIED (gR USE W/ W BLADE 6063-T6 ALLOY AND TEMPER 2.670, 9s4" 67 '000. 842 .920 EIV TRENCH TRACK QUALIFIED FOR USE W/ HV BLADE 0 ONLY. Q063 -T6 ALLOY AND: TEMPER 1�4) HI) WALL HEADrtg/sit-t- QUALIFIED FOR USE W/ W BLADE (a) ONLY. 6063-T6 ALLOY AND TEMPER x (go. CORNER POSTS QUALIFIED FOR USE W/ HV BLADE (D 6063-T6 ALLOY AND TEMPER 401,11117.11 A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 -373* 6 ry C3 1 HV RAI 0QUALIFIED FC BLA 6063-T6 ALL( Mon High Velocii 0 =5 EASTERN META Accordion Sha KV. BLADE #1 W/ OR W10 H 4.576' 2.��2��9��3' .745" TLO�itJ� O � O a 062" O {V mo 1.325' 02� 21 HV CENTERMATE QUALIFIED FOR USE W/ HV BLADE 1Q & 10 ONLY 6063-T6 ALLOY AND TEMPER .00a' I 2750 I 2.760• —1 PLAN FRONT ELEVATION © LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE 0 ONLY 6063-T6 ALLOY AND TEMPER HDC TERMATE Wj NO LOCKING ROD QUALIFIED FOR USE W/ HV BLADEO& & A 6063-T6 ALLOY AND TEMPER VARIES, 12' MIN. 1/4' 4-20 SS. OR 3/8.0-16 ACETAL 7HUMBscREws. (Sr. DETAILS) T1s ® LOCKING ROD0 QUALIFIED FOR USE W/ HV BLADE Q 6063-T6 ALLOY AND TEMPER 0INSTALLATION WILL REQUIRE A 7/16" HOLE D rLLED AT TRACKS FOR PROPER EMBEDMENT '22 HV FLOATING C NTER AT '�' QUALIFIED FOR USE W/ HV BLADE 0 & to ONLY 6063-T6 ALLOY AND TEMPER 2ATHV CORNER CENTERME IFIED FOR USE W/ HV BLADE01 ONLY 6063-T6 ALLOY AND TEMPER 1/4'-20x1/ ' 1/4-20 IE CAST F1Ai HEAD THREADED HOUSING ENANEL S.S.M.S. BAILEDPAINTED (2 TYP.) •o a0 n 00 875' .318 BRASS CYLINDER e ai & KEYS (CHROME c PLATED) ® HY LOCK 675' QUALIFIED FOR USE W/ HV BLADE (D& ® ONLY. ® HV MALE "T" LOCK CENTERMATE T� 4.566" QUALIFIED OR USE W/A HVTEMPDRE IgONLY ® HV FEMALE "T" LOCK- CENT ERMATE QUALIFIED FOR USE W/ HV BLADE M ONLY 6063-,T6 ALLOY AND TEMPER - HD C EMPERR- 6063-T6 ALLOY AND TEMPER 1.130' N m m m m m 375'0 © HV 3/8"0-16 ACETAL THUMBSCREWS QUALIFIED FQR%%kM!",lq}JY BLADE HD CENTERMATE'S INSERT QUALIFIED FOR USE W/ HV BLADE W&(10 6063-T6 ALLOY AND TEMPER 11/2' 1/4'0 20 AISI 304 ARIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE 1Q 250" O.D. IL EC0mc. m 'LAJ? TILLIT TESTING &ENGINEERING COMPANY C) MOLDED TO I. SCREW a n�\�P no '\{ i .063" �NA��\�` \ � 11)1n111p►1+1 m P.E. SEAL/SIGNATURE/DATE .214' °D ^m Zo m * SERIES 9444 ALUMINUM (2024-T. Igo m 0 HDC TERMATE Wj NO LOCKING ROD QUALIFIED FOR USE W/ HV BLADEO& & A 6063-T6 ALLOY AND TEMPER VARIES, 12' MIN. 1/4' 4-20 SS. OR 3/8.0-16 ACETAL 7HUMBscREws. (Sr. DETAILS) T1s ® LOCKING ROD0 QUALIFIED FOR USE W/ HV BLADE Q 6063-T6 ALLOY AND TEMPER 0INSTALLATION WILL REQUIRE A 7/16" HOLE D rLLED AT TRACKS FOR PROPER EMBEDMENT '22 HV FLOATING C NTER AT '�' QUALIFIED FOR USE W/ HV BLADE 0 & to ONLY 6063-T6 ALLOY AND TEMPER 2ATHV CORNER CENTERME IFIED FOR USE W/ HV BLADE01 ONLY 6063-T6 ALLOY AND TEMPER 1/4'-20x1/ ' 1/4-20 IE CAST F1Ai HEAD THREADED HOUSING ENANEL S.S.M.S. BAILEDPAINTED (2 TYP.) •o a0 n 00 875' .318 BRASS CYLINDER e ai & KEYS (CHROME c PLATED) ® HY LOCK 675' QUALIFIED FOR USE W/ HV BLADE (D& ® ONLY. ® HV MALE "T" LOCK CENTERMATE T� 4.566" QUALIFIED OR USE W/A HVTEMPDRE IgONLY ® HV FEMALE "T" LOCK- CENT ERMATE QUALIFIED FOR USE W/ HV BLADE M ONLY 6063-,T6 ALLOY AND TEMPER - HD C EMPERR- 6063-T6 ALLOY AND TEMPER 1.130' N m m m m m 375'0 © HV 3/8"0-16 ACETAL THUMBSCREWS QUALIFIED FQR%%kM!",lq}JY BLADE HD CENTERMATE'S INSERT QUALIFIED FOR USE W/ HV BLADE W&(10 6063-T6 ALLOY AND TEMPER 11/2' 1/4'0 20 AISI 304 ARIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE 1Q 1/4'-20 1HREAOED DIE CAS HOUSINt to BAKED I I I� LBRA (CHI ® HV QUAUF BLA 250" O.D. IL EC0mc. 'LAJ? TILLIT TESTING &ENGINEERING COMPANY C) MOLDED TO I. SCREW 6355 N.W. 36th. St.. Ste. 305. VIRGINIA GARDENS, FLORIDA 331 n�\�P no '\{ i Phone : (305)871-1530 . Fox : (305)871-1531 e-mmT: b1tecoeeol.corn �NA��\�` \ E9-0006719 11)1n111p►1+1 WALTER A. TELT Jr. P.E. FLORIDA Lic. 44167 P.E. SEAL/SIGNATURE/DATE 1/4'-20 1HREAOED DIE CAS HOUSINt to BAKED I I I� LBRA (CHI ® HV QUAUF BLA -A5 250" O.D. PLASTIC HEAD 2 C) MOLDED TO I. SCREW r m °� n .1 °pOp O In 0 00 N is O N m n 625' N BEF 1/479-20 x 3/4" S.S. THUMBSCREW Zo m * SERIES 9444 ALUMINUM (2024-T. Igo SHEET NL1rSERT. PART +1 0820. AS .822' CHERRY TEXTORN, PARSIPPENY, NEM ® HV "T" LOCK ® HV ALTERNAT QUALIFIED FOR USE QUAUF1ED FOR I BLADE Q 1 W/HV BLADE G) ONLY. -A5 ® HD LOCK -�-THUMB11JRt CYLINDER I KEY CYLINI 0.875 1 .12E F 1m 1.57 M 1.78' M BY REGENT HARDWARE MORTISE LOCKS SERIES 23.33 1 QUALIFIED FOR USE W/ HV BLADE 10 & FLORIDA BUILDING CODE (Non High Velol © 2015 EASTERN ME A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroaiis Drive West Palm Beach. FL 33407 Accordion Sl H.V. RXX #1 W/ OR W/O 1 1 I OLD 11-192 14) .545' •m M °pOp O 00 N is O N m .604• Igo ® HD LOCK -�-THUMB11JRt CYLINDER I KEY CYLINI 0.875 1 .12E F 1m 1.57 M 1.78' M BY REGENT HARDWARE MORTISE LOCKS SERIES 23.33 1 QUALIFIED FOR USE W/ HV BLADE 10 & FLORIDA BUILDING CODE (Non High Velol © 2015 EASTERN ME A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroaiis Drive West Palm Beach. FL 33407 Accordion Sl H.V. RXX #1 W/ OR W/O 1 1 I OLD 11-192 14) SHUTTER ASSEMBLY SCHEDULE FOR HV 1 HV 1D HV BLADE 1 ® HV BLADE 1A ® HV LONG RECESSED NYLON BUSHING Q HV SHORT RECESSED NYLON BUSHING NNFI'VFL mF11aE HV NYLON HAT WASHER ® HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870"x3/16" THICK NYLON WHEEL 0.188"0 AISI 302 SERIES S.S. RIVETS ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD ® HV 2 3/4" ACCORDION PIN W/ #8 HEAD ® POLYCARBONATE IMPACT RESISTANT HV WINDOW i n N @ i— 1\4,31}x\ O- o v� KNUCKLE ES D. I (TYP) I �I ^� OPEN FLAT PORI 6 in STANDARD Gant REFERENCE NNFI'VFL mF11aE ' 2 7/8" MIN. IIE/WUd�1 TW rmisvet: SPECMC GRAVITY MECHANIC CLEAR 0.043 Ib/In 315"0 i SEPARATION BETWEEN 9.400 P.al. EXTERIORj; OPENINGS 12,500 p".i. 41 .47�^� o 340,000 poi. IA _ a 1 IT I -1 F. l I 18 FP Ib/'m l, LLF "'III, OR ® lirl ©TE FO ® L UIREMENTS� I j OR * HV PIN REQUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR r :Tpon I i OR ® D(1) HV PIN ®SHALL ALWAYS BE USED AT ALLEXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/HV 1OORl HV 9 BLADE. TYPICAL SHUTTER ASSEMBLY N.T.S. HV PIN ®2 OR AT lll� (2) HV PIN ® MAY BE USED IN LIEU OF (9 AND ONLY AT EVEMOR EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV (D 00.324' BLADE'S KNUCKLE. (NOTE FOR BLADE WHEN CORRESPONDING TO INSTALLATION "Il", SHEET 7. ® 3 SE.04 REQUIREMENTS) (3) HV PIN ® OR 0 W/ 1/2" O.D. 1/16" THICK S.S. WASHER ® y SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEET OO i WHEEL CARRIAGE DETAIL ASSEMB Y LAYOUT N.T.S. EXTERIOR nl HV BLADE SOLID & (A HV WINDOW BLADE DETAILS N.T.S. 12' TO w 1e75'I EXTERIOR BLADE .0625` igm x -X u R1 ///02 .06253,0625' —-9 3/4" SECTION v -r ON C TERS — 7500" E 1/4^ EXTERIOR ELEVA110 CLEAR NTA BETWEEN TYPICAL, HV WINDOW POLYCARBONATE HV V N.T.S. �c POLYCARBONATE IMPACT RE BAYER MAKROLON 3103 PO ICE RESINS, UV—STABILIZED GRJ IM INNOVATIVE PLASTIC LEXAN (SEE NOTE "F" ON SHEET POLYCARBONATE SOURCES FOR 44 APPLICABLE RE TYPICAL PROPERTIES STANDARD Gant REFERENCE NNFI'VFL mF11aE ' IIE/WUd�1 TW rmisvet: SPECMC GRAVITY MECHANIC ASR/ 0792 0.043 Ib/In IFNSILE YIELD STRENGTH ASTM D838 9.400 P.al. FEMRAL STRENGTH AT YIELD ASTM D790 12,500 p".i. FLEXURAL MODULUS ASM D790 340,000 poi. NOTCHED IZDO pNc BURNING CHewe_r.'mI_rnCg ASTM MSG 18 FP Ib/'m SMOTE DENSRI' ASM D2843 472 X RATE of BURNING ASTM 0635 0-1 CLASS SELF IGNITION AM -01929 1040 'F V�e1lRcmmN[x ASM G155 RNSIE STRENGTH AFTER WEAIHERMN ASIM 678 9302 pad. TENSILE STRESS BEFORE WEATHERING ASIM 638 8461 ps.T. 110117.1 P��r�R A. rl��'/,''�i ©2015 EASTERN MEi `�� •'''�.ic ti'' •�� -,, BERTH A■S■S■A■ Accordion Sh 11L ECO N�. KV. BLADE #1 W1 OR W/0 American Shutter Systems EV• N DESCRIPTION D f 5`T TICCIT TESTING do ENGINEERING COMPANY Association Inc. 1 OLD 11-192 4 1 O • ATE OF :• *= 6355 N.W. 36th. St, Sas. 305. VIRGINIA CAROM FLORIDA 3316 / E" ..•�RIDP k, Phone : (305)871- h30 . F X : (305)671-1531 4268 Westro0ds Drive 2 ........ \C��'��`� EB -0006718 West Palm Beach, FL 33407 s ANG��r•� WALTER A. Turr Jr. P.E. 4 P.E./61tt1�'ii�URE /DATE FLORIDA Lie. A 44167 5 SEE END J CONNECTION DETAILS ON SHEETS 10 & 18 TYP. FULL HEIGHT. v II O4 IXi5Ofl6 OR&D OR ®i HDCr_ HVC H 10+QaR©+®aR1Q+�� ©+� • ©°A©+Oj + 18 �+ TYPICAL M HV BLADE SHUTTER ELEVATION N.T.S. P.E. V\CENS'A STATE OF a' NAL E� OF CORNER CENTERMATE * NOTES ON HV LOCKS AND CENTERMATES: 1. MANDATDRY CONDITION it: ONE HV LOCK ® or ® SHALL BE USED AT 1/2 OF SHUTTER SF OR 12' ABOVE ORB W 2 OF SHUTTER SPAN FOR SPANS UP TO 105 AND FOR INSTAUj ELEVATION. HV LOCK � or Qp MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO CENTERMATES W/(2) 1/4'0-20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL B TYPICAL SHUTTER ELEVATION. 2. , IF DESIRED. FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSE LOC OR qq MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS OR ® SHALL BE AS INDICATED ON NOTE (1) ABOVE LOCATION OF LOCKS SHALL. BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. OPTIONAL CONDITION #2 (VALID ONLY WHEN MANDATORY CONDITION #1 OR LIMITED MAN) A2 IS USm W/iW0 H.V. LOCKS): LOCKING RODS ARE NOT REQUIRED AT tiURRICANE P( BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS i@ OR AN ALTS MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. MANDATDRY CONDITION i2: ONE HV LOCK ® ® SHALL BE USED AT CORNER CENTERMATE AND INSTALLATIONS AT ANY ELEVATION. HV LOCK or ®SHALL BE USED AS AN OUTSIDE OR ATTACHED TO CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2" LONG FLAT HEAD S.S. M.S. TW( AT TOP & BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SH MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 5: Elaff ALTERNATE To mmpmogy CONDITION & VALID ONLY FOR HV LM a M(Z.SYMMETRIO • ONE ALTERNATE FIV LOCK MAY BE USED IN LIEU OF HV LOCK or FOR ANY INSi TIONS AT ANY ELEVATION. ALTERNATE LOCK ® MAY BE USED AS AN NSIDE OR OUTSIDE OF 1/4'0-20x3/4" S.S. THUMBSCREW TO ® OR ® CENTERMATES SHALL BE MADE W/ 1/4'0—: RIVNUT AS SHOWN ON SECTION HVE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER LOCKS AT 1/3 OF SHUTTER SPAN. 6. ONE HV LOCK ® or fs USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12" ABOVE OR BELOW 1/2 OF SHUTTER SPI TO 96'. AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK ® or @ or ® MAY BE USED AS OUTSIDE LOCK, ATTACHED TO ® or ® SYMMETRICAL CENTERMATES W/ (2) 1/4"-20 x 1/2" LON M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKR OR Q TOP AND BOTTOM LS COMPLETELY MANDATORY. *NOTES ON HV "T" LOCKS AND CENTERMATES: 1. SMOND ALTERNATE TO MANDATORY CONDITION 1!1 VALID ONLY FOR HV T LOCK DO . AND CI I ONE ALTERNATE HV 'T' LOCK ® MAY BE IN ALLED IN LIEU OF HV LOCKS ® OR ®FOR NSTALLATION AT. ANY ELEVATION. ALTERNATE LOCK Y BE USED AS AN INSIDE OR OUTSIDE I OF LOCK ® INCLUDES USING REINFORCING LOCKER -, AS SHOWN ON SECTION HVG, SHEET 9, CONNECTED TO CENTERMATES ® AND ®9 W/ 1/4"0-20 x 1 1/2' LONG S.S. THREADED BOLT N WINGNUT OR W/ 1/4"0-20x1' S.S.M.S. INTO A 1/4"0x 5/8' RIVNUT. LOCK MAY HE INSTALLED A MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS ® TOP AND BOTOM IS MAN[ *NOTM. D LOCKS & CENTERMATES 1. : ONE ALTERNATE HD LOCK3� MAYBI HV LOCKS 2 OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE HD LOCK AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF HD LOCK ® TO ® IS W/ 3 X18 x 3/8' F.H. S.S. REINFORCEMENT INSERT ® AS SHOWN ON SECTIONS HD13-WB AND HDC-HVC. SHEET 10. LOCK MAY MIDSPAN OR 12' MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS ® IS COMPLETELY OI .\ iL ECO 1W6. TILUT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St, Ste. 305. VRtGPM GARDENS. FLORR]A 33 Phone : (305)871-1530. Fax: (305)871-1531 e—mml: tllteco®aol.com E8-0006719 WALTER A TILLIT Jr. P.E. FLORIDA Uc. # 41167 A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 0 2015 EASTERN Accordion H.V. BLADE #1 W/ OR 1 1 I OLD 11-192 14/11 i MN, SEPAPAI TO MASS (1 i" i�FlA E E%ISTING i ON SHEET 19 CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) I (A HV WALL HEADER INSTALLATION EXISTING I IAN. SI TO M. 70UU 1 tali I R4 SI -M tAA0E5 I- D.* INC RETE ANCHORS POURED (SEE SCHEDULE ON CONCRETE SHEET 13) REQUIRED 17 18 R A FOR ONE (SEE MOUNTING ® ON SHEET 7) 1" 1/4"0-20x3/4" S.S. EQ EQ MACHINE SCREWS 2" r 7 - USING 1/4-20 NUTS ® 12" O.C. Max. =- - ft.fI250" MaE.D i iOPTIONAL OR ®� �-- 11l MIN. SEPARATION TO GLASS 1 (SEE SCHEDULE ON SHEET 11) EXISTING I I 1 GLASS --4 i I I , © HV WALL HEADER INSTALLATION + KEYSTONE jl 1 OR i MIN. SEPARATION TO GLASS �i i`(SEE SCHEDULE ON SHEET 11) 1 I EXISTING , GLASS --a I I � < I 1 II 1 OPTIONAL t/4' Max. s Pla, I f 1 1 IF— `CONCRETE ANCHORS POURED CONCRETE (SEE SCHEDULE ON SHEET 13) OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION OR 15 L�_ 1/4"0-20x3/4" S.S. 17 /JT E EO PHILLIPS TRUSS HEAD j 17 OR 18 MACHINE SCREWS USING 1' 1/4"-20 NUTS ® 12" 0_0. v NOTE FOR COMBINATION OF SECTIONS: 1- SEE SHEET 4 FOR TYPICAL SHUTTER * E D. = EDGE DISTANCE ASSEMBLY ♦ SEE LIMITATIONS OF USE FOR 2- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) i BLADE ON SHEET 19 IN ANY WAY TO SUIT ANY INSTALLATION. :'�:• ,,\r, EN 1 =�" ITLTEC -0,Nc._\ I // TICCIT TESTING do ENGINEERING COMPANY SAT OF •', •: (`�` 8355 N.W. 361h. SL, St. 303, VIRGINIA GARDENS, FLORIDA 33 i Phone (305)871_1530 . Fax (305)871-1531 tilteeo®aol.com n,NALNATURE/DATE LLI}�a�� � WALTEA. RDn°urel7}�.. P.E. FLORIDA Ue. j 44167 POURED CONCRETE OR. CONCRETE BLOCK REQUIRED 1/4'0-20x3/4 CONCRETE ANCHORS MACHINE SCRE (SEE SCHEDULE ON W/ 1/4"-20 P.E. SEAL%S1'�` SHEET 13) NUTS ®12' C - MIN. SEPARATION TO GLASS ,I 1 —(SEE SCHEDULE ON SHEET 11) I A, ©HV WALL HEADER INSTALLATIC I MIN. SEPARATION TO GLASS EXISTING —(SEE SCHEDULE ON SHEET t GLASS I i � OPTIONAL t [M-`TRUSS /4"0-2 CONCRETE ANCHORS 1- If (SEE SCHEDULE ON W/ 1/4' POURED CONCRETE SHEET 13) OR CONCRETE BLOCK REQUIRED OF HV WALL SILL INSTALLATION INSTALLATION DETAILS W/ 10 HV BLADE FLORIDA BUILDING CODE (Non High Ve►oc 02015 EASTERN MEI BERTH, A. S . S .A. Accordion St H.v 11AX #i w/ OR w/o American Shutter Systems Ev. N DEscalPnoN D Association, Inc. 1 OLD 11-192 4/1 4268 Westroads Drive z West Palm Beach, FL 33407 3 POURED CONCRETE REQUIRED EXISTING CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) EDGE OF D.'I Al UP CABLE EXISTING GLASS rE © HV CEILING INSTALLATION ©+C7 f EDGE OF— SLAB. IF APPUCA13LE POURED— OR ®*CONCRETE REQUIRED 1 MIN. SEPARA710N (1 1 10 CLASSI.-I i F;'d Ul — �—(0s� samvtE 1 EXISTING _ i GLASS EXISTING GLASS I i r— MXL SEPARATION I i I i ORI I j Mw. SEPARAnON ID IXISTING I 1 TO GLASS SCHEDULE ON SHw GLASS—it) � i i I (SEE scHD7Ul) c 11 FDR BLADE OANO I i .i I SHEET ON SHEET 19 FOR sEPa+AnON I SHADES O x d i—(seoNESIIEET tscHm xTc !y 1 \ i �I ALTERNATE i i 1 i i i i i i i 1 IXGIJ1SISRNG / i ANCHOR I S—' t LOCATION i i I I i i t I t #10x3/4" HEX WASHER HEAD I I I t i 3/D' MIN. TIX SCREWS ® 12" O.C. i $ / 3/a MIN. CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) E E (f) HV FLOOR INSTALLATION t w p Il� wfw * W I I 3 REQUIRED V RAINGUARD INS FOR COMBINATION _OF_SECRO.NS: I— SEE SHEET' 4 FOR TYPICAL SHUTTER I ASSEMBLY 2— MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. OR 15 D• i} a 1 I r #14x3/4" HEX HEAD :[r�° 7 •• J TATE OF 1 MIN. t TEK SCREWS ® 9' O.C. i OR i/4"M-20 S.S. M.S. I CONCRETE ANCHORS — --- RIO 7O 3/ W/ NUT o 9' O.C. i (SEE SCHEDULE ON n 1 SHEET 14) a 1 8 ---- -----17 D. ZFILATH=FADONCRETE! CONCRET (E SCHEDULE 17 OR 1/2. 1. 1 I EDGE OF (SEE SCHEDULE ON SHEET 14) H SLAB IF VALID ONLY FOR UP TO +70 1 7/8' 1 7/8" APPLICABLE CONCRETE ANCHORS D POURED CONCRETE (SEE SCHEDULE ON p• OR CONCRETE BLOCK SHEET 14) REQUIRED )PTIONAL POURED O HV WALL FLOOR INSTALLATION CONCRETE REQUIRED V RAINGUARD INS FOR COMBINATION _OF_SECRO.NS: I— SEE SHEET' 4 FOR TYPICAL SHUTTER I ASSEMBLY 2— MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. CONCRETE ANCI (SEE SCHEDULE SHEET 15) EXI57TNG GLASS --T 1 Mw. b MXlL 10N TO (sEIE sc1®uI>: aN sx 1/4' MAX. #IOx3/4" HEX E• WASHER HEAD i-•TEK SCREWS 0 12" O.C. 1 #14x3/4" S_D.S. a9"O. C. SCHEDULE #3, SHEET 11 DUSONG Mw. SEPARA110N GWSS —1TD CLASS f —(SEE SCHEDULES - 1/410 ITW BunnEX TAPCON. W/ at stlEEr tq ADVANCED THFEADFO M TECHNOLOGY OR 1/4.0 MWFRs FASIFNERS TAPPER+ ANCHORS W/ 1 3/4" KM EMBEDMENT 0 6" O.C. FOR UP TO W -V SPAN AND 4' O.C. FOR SPINS LARGER THAN 1 6'-W UP TO 8'-0" MAX. APPLY SEALANT AT EVERT FASIIIHER HEAD (TYP.) (SEE NOTE tt ON SHEET 11 fpR UMRATIONS 3/8' CONT. SEAL NT -moi` 1/4' Max. �! L •1 7 R � 8 #14x3/4" F.H. S.D.S. SEE NOTE 13(b) SEE NOTE 13(b) ON SHEET 1POURED CONCRETE ON SHEET 1 OR CONCRETE BLOCK REQUIRED © HV WALL WALK -OVER INSTALLATION LLATION t NOTE, THIS INSTALLATION SHALL BE * E. D. — EDGE DISTANCE REMOVABLE WHEN PERFORMED OF (SEE SPECIFICATIONS ON SHEET 13) OR ECNTRANCEENT � OPLL IXfi ♦ BLADE MSEE LIIA ONNSHEETU19 FOR EDGE OF W J :[r�° 7 •• J TATE OF TILLIT TESTING & ENGINEERING COMPANY N.W. 360, St.. Ste. 305. VIRGINIA GARDENS. FLORIDA 33 SLAB IF (305)871-1530 . Fax : (305)871-1531 1 EDGE OF e—mail: ca l: tilteco®aol.m EB -0006719 AS/O N A1- �t����``� Sat"V81v"NAARE/DATE APPLICABLE — SLAB APPLICABLE CABILE POURED POURED FIAT HEAD CONC CONCRETE D. ZFILATH=FADONCRETE! CONCRET (E SCHEDULE REQUIRED ANCHORS REQUIRED (SEE SCHEDULE ON SHEET 14) I1 •TRENCH INSTAI VALID ONLY FOR UP TO +70 01 HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING & CONCRETE ANCI (SEE SCHEDULE SHEET 15) EXI57TNG GLASS --T 1 Mw. b MXlL 10N TO (sEIE sc1®uI>: aN sx 1/4' MAX. #IOx3/4" HEX E• WASHER HEAD i-•TEK SCREWS 0 12" O.C. 1 #14x3/4" S_D.S. a9"O. C. SCHEDULE #3, SHEET 11 DUSONG Mw. SEPARA110N GWSS —1TD CLASS f —(SEE SCHEDULES - 1/410 ITW BunnEX TAPCON. W/ at stlEEr tq ADVANCED THFEADFO M TECHNOLOGY OR 1/4.0 MWFRs FASIFNERS TAPPER+ ANCHORS W/ 1 3/4" KM EMBEDMENT 0 6" O.C. FOR UP TO W -V SPAN AND 4' O.C. FOR SPINS LARGER THAN 1 6'-W UP TO 8'-0" MAX. APPLY SEALANT AT EVERT FASIIIHER HEAD (TYP.) (SEE NOTE tt ON SHEET 11 fpR UMRATIONS 3/8' CONT. SEAL NT -moi` 1/4' Max. �! L •1 7 R � 8 #14x3/4" F.H. S.D.S. SEE NOTE 13(b) SEE NOTE 13(b) ON SHEET 1POURED CONCRETE ON SHEET 1 OR CONCRETE BLOCK REQUIRED © HV WALL WALK -OVER INSTALLATION LLATION t NOTE, THIS INSTALLATION SHALL BE * E. D. — EDGE DISTANCE REMOVABLE WHEN PERFORMED OF (SEE SPECIFICATIONS ON SHEET 13) OR ECNTRANCEENT � OPLL IXfi ♦ BLADE MSEE LIIA ONNSHEETU19 FOR 4 2.00" &IN MIN: QM KEYSTONE MOUI MAXRAUM A.S.D. DESIGN PRE MAXIMUM SHUTTER SPAN W- IN DETAILS W/ (V FLORIDA BUILDING CODE (Mon High V( © 2015 EASTERN A.S.S.A. Accordion S K� BLADE #, Wi OR W10 American Shutter Systems�,. N DESCRIPTION Association, Inc. 1 OLD 11-192 4/ 4268 Westroads Drive z West Palm Beach, FL 33407 3 _/7i7LFEco * // �� ✓' * :[r�° 7 •• J TATE OF TILLIT TESTING & ENGINEERING COMPANY N.W. 360, St.. Ste. 305. VIRGINIA GARDENS. FLORIDA 33 i •'Phane (305)871-1530 . Fax : (305)871-1531 R \ ��` %,, Fs •......• �G ��. e—mail: ca l: tilteco®aol.m EB -0006719 AS/O N A1- �t����``� Sat"V81v"NAARE/DATE FLORIDA uc. a 44167 WALTER A. TILLR Jr. P.E.P.E. 4 2.00" &IN MIN: QM KEYSTONE MOUI MAXRAUM A.S.D. DESIGN PRE MAXIMUM SHUTTER SPAN W- IN DETAILS W/ (V FLORIDA BUILDING CODE (Mon High V( © 2015 EASTERN A.S.S.A. Accordion S K� BLADE #, Wi OR W10 American Shutter Systems�,. N DESCRIPTION Association, Inc. 1 OLD 11-192 4/ 4268 Westroads Drive z West Palm Beach, FL 33407 3 SEE END WALL CONNECTION DETAILS SEE NOTES ON LOCKING RODS 3� , HV LOCKS � or 2t� OUT 90• `f � INSTALLATIONS W / 1 H V EXISTING GLASS W/ (I IN /// AND ALTERNATE HV LOCK ® ON SHEET 5. ** I BLADE SLACK DETAIL HVF IS VAUD FOR ALL B LA D E W HV CENTERMATES CENTERMATES APPLICATION WITH BLADE01 1 ©at�aR©+OoR®aR,p +O3 GR _ OR SEE ENO WALT @.(D.@ OR EXISTING GLASS QETAILS ON SH Q O © O O O — — — — OR — — — — — — — — —--- ---- -------------------- 2"x2"xt/8"x0'-2 I ®+ ®'aR 19 + OoR } 9 +� 3 1/4" 7" 6 1/2" 7" (6063-T6 ALLOY) ALUM. ANGLE W/(2) 1/4'0 TAPCON 1/2" oR©+® OPPOSING SYMMETRYCAL ANCHORS TO CONCRETE I (TOP/BOTTOM) & I IIOx3/4' S.M.S. ® 12' CENTERMATES CENTERMATES (4)#10x1/2" &M-5. TO TUBE I AT EACH ANGLE (TYP) O.C. FULL LENGHT. W1 HV LOCK OI' o _ W/ HV LOCK or ILS 5 6) * 35 * I N 3* 3 O so. (!�4 N 1. 5 " + + 2' Og) ' ' ©OR®OR©+OOR®-gyp +@-R O OUT ® a HVC ,0 * @.R@+©aRQ+QaR HVA HVB @°R®°R©+QaR®OR @ +©o" ©++�I )@-(D+@ 3aR + oR EXISTING GLASS . IXISTlNG 5*®oRQ+®oR®+®oRI C---------- CLASs © O O O G *------ SYMMETRICAL CENTERMATES 6 I N 0+�+©�O+©+© F� — O ©� © MIN. SEPARAnON TO GLASS Jk-cl�s 1 * + $ aR , + $ aRXOR 5 ©� ©�p (oN I OR©+® MIN. ®m * Wf HV LOCK 2�6 OPTIONAL $ + $aR s+ SHEET 11) ONQ ® Q © LASS TO GLASS I N 3 OR ©+ -T (SEE SCHEDULE OPTIONAL ON SHEET it) (INTERIOR} OUT -_-- ------ — --_—_-----_-----_ L ' _ L a — — --------- ----t- 1 1 1 1 * 5 Of * J7 VARIES 3 sTr * ® � * 2 aR ® OUT 6 1/2' MAX. SLACK OUT * 5 (EXTERIOR) HVE HVF** HVD FLORIDA BUILDING CODE(Non nigh Veloci © 2015 EASTERN ME7P BERTH/ AccordionH.V. \ Z77iLTEcoN..� A.S.S. L. 13t.A0E #, W/ OR W/0 /O F I- TILLIT TESTING do ENGINEERING COMPANY He DESCRIPTION DA American Shutter SystemsE,. Association. Inc. t OLD 11-192 4/1: - STATE OF FtOR10Q' •''��'.� 6359 N.W. 36th. SL, Ste. 30.5, VIRGINIA GARDENS. FLORIDA 3316 Phone : (305)871-1530. Fax : (305)871-1531 e-mail: tiReoo®aol.com 4268 Westroads Drive West Palm Beach, FL 33407 2 a ........ •�\ ���� P.E.l.��l�(VAiP117E/DATE WALTER A. TIOLLR1 Jr. P.E. FLORIDA Lia. k 44167 4 5 a SEF END CONNECTION OUT DETAILS ON SHEETS 10 & 18INSTALLATION n HV BLADE IN-V—E)=N` GUM MADE (DSLACK DETAIL HW. INDICATED ON SHEET a. W/ HD CENTERMATES � ;•• TATE OF ���= TILUT TESTING & ENGINEERING COMPANY 6355 N.W. 36th_ SL, St% 30.5. VIRGINIA GARDENS. FLORIDA 331 . ��'• Phone : (305)871-1530 . Fax : (305)871-1531 `•\ e-maa: tilteeot➢aoLcom $ 0P (Q ' m WELL AS UNIVERSAL FLOATING E®DETAIL HOD , m m 6 • INOIGIID ON THIS SHEET. MAY Of USED WITH 1115 ALTERNATE ® ® O O O ® SEE END WALTERBAOTIIOLLUr1Jr. P.E. FlORDA Tia. 44167 �.7a„" INSTALLATION DETAIL HVG SHOWN IN THIS SHEET. AILS ON S ®r®m®r®mOr®m ©r ®m Or ®m�r 2•xYx1/e"x0'- !-Ta * 35 ) 1/4'� TAP'CON l12 0 CONCRETE 3/a• I (OPnONAL)- 4 (OPTIOWIL) EACH ANQE (iYP) I --------------- --- _ �1O C. FULL LFNCFR. 11C I N (4) H.V. FIN 3 (4) H.V. 5 HV �� J PINS (IYP) 5/8' 7 3/4• PINS (TYP.) ml l�0 30 IHV SEE NOTE 6 FOR HV LACK@ , -r LOCK. ON SHEET 5. t SERIES 9444 ALUMINUM (2024-T3 ALLOY) LARGE FLANGE THIN SHEET NUFSERT. PART / 0820, AS MANUFACTURED BY AVDEL CHERRY TDaDRN, PAR SIPPENY, NEW JERSEY 07054 OR DUAL * ©0 HV "T" LOCK (OUTSIDE) [OUT 1/4" 1/4 0-20 x 1 1/2" S.S.M.S. W/ 7/8"0 x 3/32" WINGNUT. 26 HVG.* R 32 di�ph 31 OR321 r4I`-DB—HVB OUT SYMMETRICAL HD CENTERMATES W/ (p* LOCK (EXTERIOR) HDD—HVD** FLOATING STACK ,.•........ :,�J���i '�Q � �\CENSF'•.•� �s � ;•• TATE OF ���= TILUT TESTING & ENGINEERING COMPANY 6355 N.W. 36th_ SL, St% 30.5. VIRGINIA GARDENS. FLORIDA 331 . ��'• Phone : (305)871-1530 . Fax : (305)871-1531 `•\ e-maa: tilteeot➢aoLcom *OpLs�ONA1.E�;G P.E. SYF�Lt1I9I0"TURE/DATE WALTERBAOTIIOLLUr1Jr. P.E. FlORDA Tia. 44167 9« �r® (D-0—) H SYMMETRICAL HD C j LOCK ( SEE N016S ON LOCKING RODS ®g HD ** UNNFASAL FLOATING GIAOE® DETAIL H00- VAILO FOR ATL CENIERUffES APWN7WON5 BUILDING CODE (Non High V( © 2015 EASTERN AL. S ■ S.A. KY.AMADE #1 �oOn American Shutter Systems. N DESCRIPTION Association. Inc. 1 OLD 11-192 4268 Westroads Drive z West Palm Beach, FL 33407 3 OR SEE DETAIL X FOR SIDE CONNECTION TO TRACKS IID0 • ®m & ®a,®+® a END CONNECTION DETAIL 0 POURED CONCRETE OR y REQUIRED — ^ — — CONCRETE BLOCK WALL — — — — — z�EXISTING REQUIRED e STATE OF . Q' ` �•• TO CLASS (SEE CONCRETE ANCHOR ® 16' O.C. IXISRNG GLASS s�ONA4;.� 11 FOR BLADE (DAND 2" MIN. r� LURE/DATE FLORIDA 11c. # 44167 1 MIN. SEPARATION EQ EQ TO GLASS (SFE I I SCHEDULE ON SHEET SCHEDULE 1/16"x3" MAX. rANCHOR BLADLSO& 0 11 FOR BLADE @AND (6063—T6) CONT. (LOCATE AT ON SHEET. 19 FOR BLADES©& ® ALUM. CLOSER PLATE. (LOCATE 1/2"T EITHER SIDE OF Q) AT EITHER SIDE MIN_ 1/2" MIN. 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(AS APPLICABLE)x2"x1/8"x0•-2' ALUMINUM CLIP ANGLE (6063—T6 ALLOY) AT MIDHEIGHTT (1) #10x1/2" S.M.S. TO®& (2)1/4"0 TAPCONS ANCHORS TO WALL AT 1" O.C. (LOCATE AT SIDE CONNECTION 1 OR ®y EITHER SIDE OF (D U OR WN TO TRACKS °"®° ©•Q°"®m p .®"' SEE DETAIL X FOR ¢ SIDE CONNECTION ©°`®o'©`( 10•®�©'�©`®°P TO TRACKS 10•®.@•( 2END CONNECTION DETAIL �3 POURED CONCRETE OR CONCRETE BLOCK WALL EXISTING REQUIRED — ^ — — GLASS MIN. 5_ ARAMON e STATE OF . Q' ` �•• TO CLASS (SEE 1/2" MIN. SCHEDULE ON SHEET s�ONA4;.� 11 FOR BLADE (DAND � it �l ON SHEET 19 FOR BLADES m& OR 6 +Q • ©�I END CONNECTII 4 REQUIRED ONLY FOR SPAN �OR( 0 OR(l END CONNECTION DETAIL Q %a `z����. -_ I L E C O if c. TILLIT TESTING do ENGINEERING COMPANY e STATE OF . Q' ` �•• 6355 N.W. 36th. St.. Ste. 305. VIRGINIA GARDENS. FLGRMA 33 Phone : (305)871-1530 . Fox : (305)871-1531 a—mail: tilteco®aol.com s�ONA4;.� WALTER A. TLLIT1Jr. P.E.P.E. LURE/DATE FLORIDA 11c. # 44167 11)OR®OR0OR L @ CR@ORrQOR(gOR(f) VIEW PLAN DETAIL X END INSTALLATION n HV BLADE OR _ HV WINDOW BU CONCRETE OR CONCRETE BLOCK FLORIDA BUILDING CODE (Non High Velocit © 2015 EASTERN METAL A. S.S.A. Americbn Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 Accordion Shi KV. 9" #1 W/ OR W/O H W. NJ DEscRI mm DAT 1 I OLD 11-192 4/13, SCHEDULE #1 MAXIMUM SHUTTER SPAN* "L+" OR "L-" (ft.). FOR INSTALLATIONS W/ ^Aj CENTERMATES. ® & ® or or W/ ONE H.V. LOCK ® or ® or or HD LOCK ® W/ -NO LOCKING RODS or CENTERMATES ® & ® W/ ONE HV "r" LOCK ® W/TWO LOCKING RODS ® TOP & BOTTOM SEE NOTES tit)n MAXIMUM AS.D. DESIGN PRESSURE (P-3.0 (+ OR -) CONCRETE & WOOD INSTALLATIONS 0 WALL MOUNTING FLOOR/CEILING MOUNTING 30 OR LES 16'-0" 16'-0" 16'-0" 16'-0' 35 14'-10" 14'-10" 15'-2" 16'-0' 40 13'-10" 13'-10" 1 V=V' 15'-2' 45 12'-5" 55 11'-10" 11'-10" 50 12'-5" 12'-5" 12'-8" 13'-7" 55 11'-10" 11'-10" 12'-1" 12'-11' 60 11'-4' 11'-4" 11'-7" 12'-4" 65 10'-x10" 10'-10' 11'-1' 11'-11" 70 10'-6" 10'-6" 10'-9" 11'-5' 75 10'-1" 10'-1" 10'-4' 11'-1' 80 9'-10" 9'-10" 10'-0" 10'-9" 85 9'-6' 9'-6" 9'-s' 10'-5' 90 9'-3" 9'-3" 7'-8" 6'-5" 95 9'-0" 8'-9" 9'-2' W-10" 100 8'-9" 8'-4' 9'-0 9'-7- 105 8'-7" 7'-11" B'-9" 9'-4- 110 8'-4" 7'-7" 8'-7" 9'-2- 115 8'-2" 7'-3" 8'-4" 8'-11" 120 a'—o' 6'-t t" W-2" W-9" 125 7'-10' 6'—a" 8'-0" W-5" 130 7'-8" 6'-5" 7'-10" e'-1' 135 7'-7" 6'-2' 7'-9" 7'-9" 140 7'-5" 5'-11" 7'-7" 7'-6- 145 7'-3' S'-9" 7'-5' 7'-3- '-3"1SO ISO 7-2" 5'-.7" 7'-4" 7'-0' 155 7'-0' 5'-5' 7'-2" 6'—s" 160 W-11" 5'-2' 1 7'-1" W-7- 165 W-10' 5'-1" 7'-0' 170 6'-9" 4'-11" 6'-11' 6'-2" 175 6'-7" 4'-9" 6'-9" 6'-0' . 180 6'-6" 4'-8' 6'-8' 5'-10" 185 6'-5' V-6" 6'-7' 5'-8- 190 6'-4" V-5" 6'-6' 5'-6- 195 6'-3" 4'-3" 6'-5." 5'-5- 200 6'-2" 4'-2" 6'-4' 5'-3' SCHEDULE 42 MAXIMUM SHUTTER SPAN* "L+" OR "L—" (ft.) FOR INSTALLATIONS W/ p "._01 WLONEOCK or ®or W/ NO LOCKING RODS (SEE NOTES t, tr) NnESI AS.O. DDESIGN CONCRETE & WOOD Si ON PRESSURE RATING (FaL) WALL MOUNTING & FLOOR/CEIUNG MOUNTING L + (R) L - (ft) 30 16'-0' 16'-0" 35 14'-10" 14'-10" 401o" FOR MOUNTING Q 13'-10" 45 13'-1' 13-1' 50 12'-5' 12'-5" 55 11'-10" 11'-10" 60 1 11'-4' 11'-4' 65 1 10-10" 10-10" 70 10'-6'10'-6" 45 75 10'-1' 10'-1' 80 9'-10' 9'-10' 85 9'-6" W-6- 90 9'-3" 9'-3- 95 9'-O" 8'-9" 100 W-9" 105 8'-7" 110 8'-4" 7'-7- 115 8'-2" 120 8'-0" 125 7'-10" W-8" 130 7'-8" 6'-5" 135 7'-7" 6'-2- 140 7'-5' 5'-11' 145 7'-3' W-9" 150 7'-2" 5"-7" 155 7'-0' 5'--6- 160 6'-11' 6'-2" 165 6'-10" 5'-1" 170 6'-9" 4'-11" 1756'-7" 4'-9" 180 6.6' V-8" 185 6'-5" 4'-6" 190 6'-4" 4'-5" 195 6'-3' V-3" 200 6'-2" 205 6'-1' SCHEDULE 3 (IMUM SHUTTER SPAN* "L+" R "L-" (ft.) INSTALLATIONS W ASTM E-1996 8t)W/ ONE HV LOCKS ORW/ NO LOCKING ODS MOUNTING (VALID FOR MOUNTING Q FLOOR/CEILING SHEET 7) Aso �DESIGN CONCRETE INSTILLATIONS PRESSURE RATING FLOOR/CEIUNG MOUNTING OR FLOOR /LLL MOUNTING C + (ft) L _00 30 16'-0" 16'-0" 35 15'-2" 16'-10" 40 14'-2" 15'-2" 45 13'-4" 14'-3" 50 12'-3" 13'-1" 55 11'-1' 11'-11" 60 10'-2" to' -it" 65 9'-5" 10'-1" 70 8'-9" 9-4" 75 - 8'-9" INSTALLATION LEGEND MINIMUM CONCRETE & WOOD ASTM E-1996 MANSORY WALL A. B, C. D, E. M, N, 0, P. Q. MOUNTING F. K & L R. S. & V. FLOOR/CEILING G. H. I, 11, J T. U. W & X MOUNTING & M 0 MAXIMUM SHUTTER SPAN "L+" OR "L-" FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 105 psf. A.S.D. DESIGN PRESSURE RATING. t HV CORNER CENTERMATE #3 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION #2 NOTE #5, SHEET 5. ,t.t EXCEPT THAT MAXIMUM SHUTTER SPAN '1.+' OR "L-" AND MAXIMUM A.S.D. DFSING PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK SHALL HE LIMITED AS FOLLOWS: I- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-72 p.s.f. AND 8'-0" SPAN, SEE MOUNTING MOON SHEET 7. SEPARATION TO GLASS SCHEDULE 1O HV BLADE a"tR A. TIQ "'N".. MINIMUM WIND ZONE ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" 1O HV BLADE a"tR A. TIQ "'N".. /rILrEC 0 mc.—\ TILLIT TESTING do ENGINEERING COMPANY 6,355 N.W. 36th. St., Ste. 305, WRGINIA GARDENS, FLORIDA 331 STAI E OF Phone : (305)871-1530 . Fox : (305)871-1531 •• A, �e—maR: 0'%FLORI�P ''���$' tilteco®ool.com WALTER A 71UIT1Jr. P.E. FLORIDA LIM 4 44167 (1) L+: MAXIMUM ALLOWABLE SPAN POSITIVE A.S.D. DESIGN PRESSURE L-: MAX. ALLOWABLE SPAN FOR A A.S.D. DESIGN PRESSURE RATING. 2) PROCEDURE TALL MOUNTINGS O DETERMINE MX W(TOP BOTTOM) 01 GIVEN A POSITIVE A.S.D. DESIGN PF DETERMINE MAXIMUM SPAN "L+" FF GIVEN A NEGATIVE A.S.D. DESIGN P DETERMINE MAXIMUM SPAN 'L-" FF FINAL MAXIMUM ALLOWABLE SPAN I! MINIMUM DETERMINED SPAN BETWEE (3) PROCEDURE TO DETERMINE MA) COM13INAIIONS IN BETWEEN WALL M W/ FLOOR/CEILING MOUNTINGS: FOR A GIVEN POSITIVE AS.D. DESIC RATING,- DETERMINE: ATING:DETERMINE: LI+= MAX. SPAN FOR WALL MOUNI L2+= MAX. SPAN FOR FLOOR/CEILI INSTALLATIONS. FOR A GIVEN NEGATIVE A.S.D. OESII RATING: DETERMINE: L1-= MAX. SPAN FOR WALL MOUNT L2-= MAX. SPAN FOR FLOOR/CEILI INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN 1`. MINIMUM BETWEEN "Lt+", "12+", "L (4) GO TO ANCHOR SCHEDULE WM ALLOWABLE SPAN AND NEGATIVE A.: PRESSURE RATING TO DETERMINE N FLORIDA BUILDING A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 Non High Veloc © 2015 EASTON MET Accordion Sb Kv MME #1 W/ OR W/O 1 I OLD 11-192 14/1 ? ) ► ► ,:1�i, `i i isll :,►) : )ii `*1) 1 rt�i) li�l �1` )i )1 i'.711 ): )►•1:�i STATE OF .4 M �r TT o1Nc. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 76th. St.. Ste. M. 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TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 76th. St.. Ste. M. VIRGINIA GARDENS, FLORIDA 331 Phone : (305)871-1530 - Fox : (305)871-1531 e=moil: tiltecocool.com ES -0006719 WALTER A TILLIT Jr. P.E. FLORIDA Uc. f 44167 A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLD—SET BLUE TAP TAPPER+ * SEE ANCHOR SPECIFICATIONS ON SHEET 13 ♦ SEE UMITATIONS OF USE FO BLADE to ON SHEET 19 O 2015 EASTERN Accordion FLv RAX #i w/ OR , ! 1 I OLD 11-192 14/131111111 (SEE MOUNTINGS E G. & H ON SHEETS 6 & 7) POURED CoNcm7wCONME BLOCK POURED CONCRETE .Mw @WALL SILL MOUNTING I ©CEILING MOUNTING E@FLOOR MOUNTING .(g) 061x1 WAIVE PRS RA11NG SSU DESIGN K ATNE PRESSURE PATIN (gl) .DESIGN NECATM PRFSSIIPE R41M 3'-0" 4'—O" 5'-0" P.E. TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLib-SET BLUE TAP' W/ CAP TAPPER+ ♦ SEE LII,I2AnONS OF USE FOR BLADE "ON SHEET 19 1 HV BLADE OR 1 HV BLADE W HV WINDOW BLADE WORKING IN UNISON 1. ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: (A) TO EXISTING POURED CONCRETE (Min. f'c - 3 kei) - 1/4"0 TAPCON OR TAPCON WiTH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUI' - 1/4"0 x 3/4' ALL POINTS SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW. BOLT & SPECIALTY COMI - 1/4"0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC_ (Min. f c - 1/4'0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC., AND DISTRIBUTED BY ALL POINTS SCP COMPANY OR ANi' OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WiTH THE AMERICAN SHUTTER (Min. T'c = 3 ksi) NOTES: A1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOI 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-SEr ANCHORS SHALL BE' 7/8" INTO THE POURED INTO STUCCO SHALL BE PERMITTED. 1/4-0-20 SS. MACHINE SCREW USED SHALL BE 1 1/2" LONG MINIMUM 1' MINIMUM FOR WALLS WiTH NO STUCCO. A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXI ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE NOTES A1) & A.2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS COI INSTALLATION INTO EIFS WiTH 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. BUIL - 1/4'0 x•3/4" ALL POINTS SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COME - 1/4"0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FlLORIDA FASTENERS DiRECT. INC. - 1/4'0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENE RS, INC., AND DISTRIBUTED BY ALL POINTS SCR COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITFL THE AMERICAN SHUTTER NOTES: B.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,, BLUE TAP W/ CAP ANCHORS AND TAPPER+ ANCHOI WITH ADVANCED 7HREADFORM TECHNOLOGY ANCHORS IS 1. 8.2) MINIMUM EMBEDMENT OF 1/4"0 x 3/4' ALL POINTS SOLID -SEF ANCHORS SHALL BE ENTIRELY EMBEDDED INT( EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4' 0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2' L( 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 EXI ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE NOTES B.1) & B.2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CO'. 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 (D) SEE SCHEDULE BELOW FUR EDGE DISTANCE (ED.) VERSUS SPACING RELATIONSHIP FOR ANCHORS. MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW. FOR E. D. LESS THAN THE INDICATED. BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. ACTUAL EDGE DICTANCE LTELC!L&Aff 114=L=� NTELMWlFJTLELCAr&7iii I- D. MIN. SPACING = 3" MIN. SPACING = 3' LEi7 LC1W�1•fL:aYc".. 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TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLib-SET BLUE TAP' W/ CAP TAPPER+ ♦ SEE LII,I2AnONS OF USE FOR BLADE "ON SHEET 19 1 HV BLADE OR 1 HV BLADE W HV WINDOW BLADE WORKING IN UNISON 1. ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: (A) TO EXISTING POURED CONCRETE (Min. f'c - 3 kei) - 1/4"0 TAPCON OR TAPCON WiTH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUI' - 1/4"0 x 3/4' ALL POINTS SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW. BOLT & SPECIALTY COMI - 1/4"0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC_ (Min. f c - 1/4'0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC., AND DISTRIBUTED BY ALL POINTS SCP COMPANY OR ANi' OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WiTH THE AMERICAN SHUTTER (Min. T'c = 3 ksi) NOTES: A1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOI 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-SEr ANCHORS SHALL BE' 7/8" INTO THE POURED INTO STUCCO SHALL BE PERMITTED. 1/4-0-20 SS. MACHINE SCREW USED SHALL BE 1 1/2" LONG MINIMUM 1' MINIMUM FOR WALLS WiTH NO STUCCO. A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXI ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE NOTES A1) & A.2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS COI INSTALLATION INTO EIFS WiTH 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. BUIL - 1/4'0 x•3/4" ALL POINTS SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COME - 1/4"0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FlLORIDA FASTENERS DiRECT. INC. - 1/4'0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENE RS, INC., AND DISTRIBUTED BY ALL POINTS SCR COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITFL THE AMERICAN SHUTTER NOTES: B.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,, BLUE TAP W/ CAP ANCHORS AND TAPPER+ ANCHOI WITH ADVANCED 7HREADFORM TECHNOLOGY ANCHORS IS 1. 8.2) MINIMUM EMBEDMENT OF 1/4"0 x 3/4' ALL POINTS SOLID -SEF ANCHORS SHALL BE ENTIRELY EMBEDDED INT( EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4' 0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2' L( 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 EXI ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE NOTES B.1) & B.2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CO'. 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 (D) SEE SCHEDULE BELOW FUR EDGE DISTANCE (ED.) VERSUS SPACING RELATIONSHIP FOR ANCHORS. MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW. FOR E. D. LESS THAN THE INDICATED. BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. ACTUAL EDGE DICTANCE TAPCON TAPCON WiTH ADVANCED ALL POINT SOLID SET BLUE TAP W/ CAP THREADFORM TECHNOLOGY . I- D. MIN. SPACING = 3" MIN. SPACING = 3' MIN. SPACING - 3 1/2' MIN. SPACING = 3' POURED CONCRETE & POURED C014Cf&lE 00NCRETE BLOCK CONCRETE BLOCKCONCRETE MR F-MmY MR EDL =3 1/2' LIN. ED. •2 1/2' POURED CONCRETE & POURED CONCRETE & BLOCK CONCRETE BLOCK HIL E11=3 1 MIN ED.=3' 3" 1.0 0.90 1.0 0.78 1.0 2 1/2' - 0.81 1.0 - - 2' - 0.71 - - - 1 3/4" - 1 0.91 - - - 1 1 /9' n 3Q — — — — 1 L E C O TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. SL. Ste. 305. VIRGINIA GARDENS, FLORIDA 33 Phone : (305)871-1530 . Fox : (305)871-1531 e—mail: tilteco®aol.com EB -0006719 WALTER A. TILLIT Jr. P.E TE FLORIDA Lic. y 44167 A. S ■S ■A■ American Shutter Systems Association. Inc. 4268 Westroads Drive West Palm Beach, FL 33407 © 2015 EASTERN MI Accordion Si H.V. BLADE #1 W/ OR W/C 76 1 we ! l� ► ►. :111 'i�'1, : :.:!► :.►1 •ii�'4►1► „� ill► ll' :�► :q! •i •.�► ial � ►7: :1�► a as ........... ,,,,� �E rk STATE OF ORION.- P.E. IL ECOINC. yF TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 76th. SL, Ste. 30.5• VIRGINIA GARDENS. FLORIDA 33 Phone : (305)871-1530 . Fox : (305)871-1531 \� 6—moil; ORecovaol.com `NAEB-0006719 WALTER A. TICCIT Jr. P.E. ATE' FLORIDA Uc. a 44167 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP TAPPER+ * SEE ANCHOR SPECIFICATIONS ON SHEET 13 0 VAUD ONLY FOR UP TO +70, -75 PSF A.S.D DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE #3, SHEET 11 (j),HV BLADE ONLY FLORIDA AAS.SI A. 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IL ECOINC. yF TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 76th. SL, Ste. 30.5• VIRGINIA GARDENS. FLORIDA 33 Phone : (305)871-1530 . Fox : (305)871-1531 \� 6—moil; ORecovaol.com `NAEB-0006719 WALTER A. TICCIT Jr. P.E. ATE' FLORIDA Uc. a 44167 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP TAPPER+ * SEE ANCHOR SPECIFICATIONS ON SHEET 13 0 VAUD ONLY FOR UP TO +70, -75 PSF A.S.D DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE #3, SHEET 11 (j),HV BLADE ONLY FLORIDA AAS.SI A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 CODE (Non High VI O 2015 EASTERN Accordion Sl H.V. BLADE #1 W/ OR W/0 I I OLD 11-192 14/13. 1 HV BLADE OR n HV BLADE W/ HV WINDOW BLADE WORKING IN UNISON* ♦ SEE UM ANIONS OF USE FOR BLADE TON SHEET is t NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1. ANCHORS TO WALL, FLOOR OR SOLID WOOD SOFFIT SWILL BE AS FOLLOWS: 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No. 2 W/ 0=0.55 (N.DS) - 1/$o TAPCON ANCHORS, AS MANUFACTURED BY LT.W BUILDEX W/ MINIMUM EMBEDMENT AS INDICATED AT MAXIMUM GNEN A.S.D. MAX. DESIGN PRESSURE SIiLUER RATIN SPAN, NEGATNE In s.f, A.S.D. AND CORRESPONDING MAXIMUM DESIGN PRESSUREAND ANCHOR SPACING A CORRESPONDING (in.) SCHEDULE FOR A MOUNTING DTE. P.E. FLORIDA LTc. # 44167 LAG SCREWS AS PER NDS 2012 SPECIFICATIONS. 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. .RATING (SEE MOUNTINGS ON SHEETS 16 & 17). !E3 U B :2�TRA-TI= SOUTHERN PINE No. SPRUCE PINE SPRUCE P SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE -PINE FIR NORTH SPRUCE PINE FIR SOUTH 1 /2" MIN. CDX DOUGIABNFIG=0.55. W .�' FIR NORTH FIR SOUL DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD MIN. LAS FI W/ MIN. G=0.43 W MIN. G= MAXIMUM SPAN (N) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILMG MOUNT T WALL MOUNTINGS CEILING MOUNT T M. N,'O & R FLOOR MOUNTINGS M. N, 0 & R FLOOR MOUNTINGS M, N. 0 & R FLOOR MOUNTINGS WALL MOUNTINGS 13.0. WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOL W& X W& X W& X P& Q S& V S& V S& V km Dm WAR ROUE R1& (Id) Lu ow "K Pf{FS1JIi mm wpm o m mm How wn M am OwQI IECAhE BlFsiW RM (pd)p4m ti9QX WAN Rom ME (µd) LM Dw nw t4iS9BF ROIL m ilw NEfANE PCmARE PRBC (4 ru DIM MR PMK EN (4 ku am mm RESALE PANG M M IF9IB Rim RM 30 40 60 75 90 105 30 40 1 60175 90 105 30 40160 75 90 bO5 30 140 60 75 190 f105130 40 60175 190 05 30 40 60 75 90 05 30 40 60 75 90 105 30 40 60 75 90 05 30 40 60 75 90 105 30 40 60 75 '-0' OR LESS 12 10 10 9 8 8 6 6 6 6 12 10 10 9 8 8 6 6 6 6 8 6 12 10 10 9 8 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 4'-0' 12 10 10 9 8 8 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9' 8 8 6 8 6 6 6 6 6 5 4 4 4 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 5'.a. 12 10 10 9 8 8 6 6 6 5.5 12 10 10 9 8 8 6 6 6 6 6 5 12. 10 10 9 8 7 6 6 6 6 6 5 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 W -O' 12 10 10 9 8 6.5 6 6 5.5 4.5 12 10 10 9 8 5 6 6 6 .5 5 4.5 12 .10 10 9 6 3.5 6 6 6 6 5. 4.5 6 5 4 4 3.5 - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 7'-0' 12 10 10 9 6.5 4 6 6 5 4.5 4 12 10 10 9 5 3 6 6 6 5 4 3.5 12 10 10 7 3.5 - 6 6 6 5 4 3.5 6 5 4 4 - - 12 12 12 12 12 1212 12 12 12 12 10. 12 12 12 0. 8'-0' 12 10 .10.7.5 4.5 3 6 6 4 3.5 12 10 10 6 3.5 - 6 6 5 .5 3.5 3 12 10 10 4 - - 6 6 5 .5 3.5 3 6 5 4 - - - 12 12 12 12 12 12 12 12 12 12 11 9.5 12 12 1.5 9 9'-0' 12 10 10 5 3.5 - 6 6 5.515 3.5 3 12 10 9 4 - - 6 6 4.5 4 3 3 12 10 4 3 - - 6 6 4.5 4 3 3 6 5 3.5 - - - 12 12 12 12 12 10. 12 12 12 1. 9.5 8.5 12 12 10 8 10'-0" 12 10 7.5 .4 - - 6 6 5 4 3 - 12 10 6 3 - - 6 6 4 .5 ,3 - 12 10 3 - - - 8 6 4 .5 3 - 6 5 - - - 2 12 1.5 9.5 12 12 12 10. 8.5 7.5 12 12 9 7 11'-0' 12 10 5.5 - - - 8 6 4-5 - - - 12 10 4.5 - - 6 5.5 3.5 - - - 12 10 - - - 8 5.5 4 - - - 6 5 - - - 2 12 10 8.5 12 12 12 9.5 8 7 12 12 8 6.5 12'-0" 12 10 4S - - - 6 6 4 - - - 12 10 3.5 - - - 6 5 3.5 - - - 12 10 - - - - 6 5 3.5 - - - 6 5 - - - 2 1.59.5 8 12 12 11 8.5 7 6 12 1.5 7.5 613r-0" 12 10 - - - - 6 6 - - - 12 10 - - - - 6 4,5 - - - - 12 .5 - - - - 6 4.5 - - - - 6 4.5 - - 2 0. 8.5 7.5 12 12 10 8 6.5 5.5 M-8.25 7 5. 14,-0' 12 10 - - - - 6 5.5 - - - - 12 7 - - - - .5 4.5 - - - - 12 7 - - - - .5 4.5 - - - - 6 3 - - - 2 9.5 8 6 12 12 9.5 7.5 6 4.5 6.5 515'-0" 12 - - - - - 6 - - - - - 12 - - - - - 5 - - - - - 12 - - - - - 5 - - - - - 6 - - - - 1 9 7.5 5 12 12 8.5 7 6 4 ±120.5 6516'-0' 12 - - - - 6 - - - - 12 - - - 5 - - - - - 1.5 - - --- 5 - - - - - 6 - - -. 8.5 6.5 4 12.112 8 6.515 3 5.5 4. 1 HV BLADE OR n HV BLADE W/ HV WINDOW BLADE WORKING IN UNISON* ♦ SEE UM ANIONS OF USE FOR BLADE TON SHEET is t NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1. ANCHORS TO WALL, FLOOR OR SOLID WOOD SOFFIT SWILL BE AS FOLLOWS: 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No. 2 W/ 0=0.55 (N.DS) - 1/$o TAPCON ANCHORS, AS MANUFACTURED BY LT.W BUILDEX W/ MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/ G=0.50 (N.D.S.) . EACH SECTION ON SHEETS 16 & 17. -SPRUCE PINE FIR NORTH W/ G-0.43 (N.O.S.) EXCEPTION* SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/ G=0.36 (N.DS.) _� -k•• trJ OE -MIN. 1/2' CDX PLYWOOD (1988 APA) 2. ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U. SHEET 17 AND SHALL CONSIST OF P.E. FLORIDA LTc. # 44167 LAG SCREWS AS PER NDS 2012 SPECIFICATIONS. 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. IL EC O.INC. te( '�' � TILLIT TESTING & ENGINEERING COMPANY • _ 44161 � 0355 N.W. 36th. St. Ste. M. VIRGINIA GARDENS, FLORIDA 331 �In �Qvr w Phone : (305)871-1530 . Fax : (305)871-1531 • e-mail: tilteco®aol.com _� -k•• trJ OE EB -0006719 WALTER A- TRIH Jr. �E • s��•ti,-.,,S�A ..,,,: P.E. FLORIDA LTc. # 44167 AI.SI.S.A. American Shutter Systems Association. Inc. 4268 Westroods Drive West Palm Beach, FL 33407 Iron Ulgh YE © 2015 FA5TERN Accordion Sl H.V. INAX #1 W/ OR W/O 1 1 1 OLD 11-192 14/1= INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & ICAI HV.+ BLADES UAS AP MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH I-IV BLADE 1 ONLY SHALL WALL FINISHBELIMITED TO 105.0 sf. A.S.D. DESIGN PRESSURE RATING SEE SHEET 19 FORMAX SPAN & ,/4'0 TAPCON OR A.S.D. D.ES GN PRESSURE RATING FOR INSTALLATION WITH BLADE 1 & A WORKING IN UNISON _ TAPCON WITH ADVANCED THREADFORM TECHNOLOGY 1/4'0 TAPCON OR i~ W/ 1 1/2" Min. PENETRATION TAPCON WITH ADVANCED THREADFORM TECHNOLOGY OF THREADED AREA TO W/ 1 1/2" Min. PENETRATION OF THREADED AREA TO EXISTING 11 MIN. SEPARATION I 1 EXISTING WOOD HEADER. y,. WOOD HEADER. (SEE SCHEDULE ON SHEET 15) TO GLAD (SEE SCHEDULE ON SHEET 15) 1/4"0-20x3/4' S -S. MACHINE 1 SCHEDULE ON SHEET `;:` 1 R 1$ SCREWS W/ 1/4"-20 NUTS a— 11 FOR BlAOE®AND I 1 OR x N O ® 12" O.O. 1 ON SHEET 19 FOR I I 1' Min. EXISTING 1 BLADES (D GLASS --j N ; ~ =1. 1 OR 15 N 1 FNS ➢ II I I I N OPTIONAL ` I I I I WALL -. I I I O , .•,. 6 EX15TING MIN. I I ' FlNISH I I I I w iv 1 DR Cl 2'x4" WOOD I I I I - - ~- EXISTING MIN. HEADER REQUIRED 1 OR ® 1 2'x4' WOOD I EXISTING 1 I I I I 1 HEADER REQUIRED 1%4"0 TAPCON OR TA MIN. SEPARATION l l I I 1 I I 1 THREADFORM TECHN GLASS --I TO GLASS ( I p j; Min. PENETRATION OF i_ SCHEDULE ON SHEET I I I I EX15TING ] MIN. SEPARATION TO GLASS I l SEE SCHEDULE ONEXISTING WOOD 11 FOR BLADEmAND I�-(SEE SCHEDULE ON SHEET 11) •;`i Sl 1 ON SHEET 19 FOR BLADES O& .® I I GLASS—j) I I I I PLATE ONT. SILL ON HV WALL HEADgR INSTALLATION OO HV WALL ILL INSTAL I. OM HV WALL HEADER INSTALLATION u - I I EXISTING MIN. SEPARATION TO GLAS$ 1 I I t I MIN- SEPARATION TO GLASS GLASS -1 I j EXISTING —(SEE SCHEDULE ON SHEET 11) I I I 1 (SEE SCHEDULE ON SHEET 11) NNFF--�� MIN. SEPARATION TO GLASS t 1 EXISTING WOOD PLATE i (SEE SCHEDULE ON SHEET 11) I i GAS i I GLASS- -ll �� ➢ 1/4'0-20x3/4" S.S- REQ'D. _ j 1 MACHINE SCREWS 0 1/4"0-20x3/4' S.S. ➢ - I I •-'`;:�`�•I USING 1 4'-20 NUTS MACHINE SCREWS W/ I I 9 a 12' O.C. •. WALL I 1 I \ 1/4"-20 NUTS ® 12' FINISH I I I I O.C. I B I OR 18Ulu f 1 OR 2'x4' CONT. WOOD PLATE ( I E Q REQ'D. iv 1' Min. 1@ OR 1 �; 1/4"0 TAPCON OR THRF�DFORM TECH 2"x4' CONT. Min. PENETRATION 0 1/4"0 TAPCON OR TAPCON WITH ADVANCED _ SILL PLATE F. EXISTING WOOD H THREADFORM TECHNOLOGY W/ 1/2" '' 1/4'0 TAPCON OR NOTE: REQ'O. (SEE SCHEDULE ON Min. PINETRATfON OF THREADED AREA INTO PLYWOOD 7APCQN WITH ADVANCED 1 -SEE SHEEP 4 FOR TYPICAL"' (SEE SCHEDULE ON SHEET 15) EXISTING MIN. 2"x4' 1/2 MIN. CD� THREADFORM TECHNOLOGY SHUTTER ASSEMBLY_ WALL FINISH C'9 16' O.C. MAX. PLYWOOD REQ'D. W/ 1/2" Min. PENETRATION OF 2 -MOUNTING SEC11ONS CAN BE SPUDS •4 1/2' MIN. CDX PLYWOOD REQ'D. STUDS TO BE WALL FINIS THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO ISTING MIN. 2'x4' STUDS ® 16" O.C. MAX. REQ'D. ATTACHED TO STUDS IN (SEE SCHEDULE ON SHEET 15) Burr ANY INSTALLATION. ®HV WALL SILL INSTALLATIO 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 ATIONS=U§E©HV WALL SILL INSTALW-10K F.B.C. BLADE 80N S FLORIDA BUILDING CODE (Non Nigh Veloci I © 2015 EASTERN MET `,`,�o�;`�►1 n. _-.—iG 6 -A * : A■A.■ American Shuffer Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 1 Accordion/TiLEco,.--\ H.V. BLADE #1 w/ OR TICCIT TESTING do ENGINEERING COMPANY 6355 N.W. 36th. St.. St-. 305, VIRGINIA GARDENS. FLORIDA 3316E : (305)871-1530 . Fax : (305)871-1531 a -moil: tilteco®aol.com EB -0006719 WALTER A. TILUT Jr- P.E. FLORIDA Lie. 8 44167 Ey N DESCRIPTION 1 OLD 11-192 • rAlPhone (V " P � 1310 �•�. \\ \`� ❑ c�ii,c�tfi'Je,►iAG1.Yn�n1�'neTr 2 ' 3 4 S WALL FINISH 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2' Min. PENETRATION OF THREADED AREA TO 1. E)OSTING WOOD HEADER. I- � (SEE SCHEDULE ON SHEET 15) I Min. NVJ _ I' ^.I i t -OPTIONAL I 1-1 O1 EXISTING MIN 2"x4° EXISTING HEADER REQ'D QLASS_ MIN. SEPARATION TO GLASS 1 (SEE SCHEDULE ON SHEET 11) OD BUILDINGS FOR (1) HV & dA HV* �S HV WALL HEADER INSTALLATION NCLTES SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY 2 -MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 1 MIN. SEPARATION TO GLASS —(SEE SCHEDULE ON SHEET 11 EXISTIN' a 8 8 1 WALL FINISH)' PLATE OR 1 4"x8" (Min.) EXISTING qP'' \GEN " WOOD BEAM REQUIRED. ••, STRUCTURAL ADEQUACY - 1/4"0-20x3/4" S.S. OF EXISTING WOOD BEAM PHIWPS TRUSS HEAD TO BE CERTIFIED BY MACHINE SCREWS REGISTERED ENGINEER OR W/ 1/4'-20 NUTS ARCHITECT PRIOR TO ® 12' 0_C. SHUTTER INSTALLATION. �S HV WALL HEADER INSTALLATION NCLTES SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY 2 -MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 1 MIN. SEPARATION TO GLASS —(SEE SCHEDULE ON SHEET 11 EXISTIN' a 8 8 1 WALL FINISH)' PLATE OR 1 1/4'. Max. OT HV CEILING INSTALLATION MIN. SFPARNION To Mass (SFE I --1 SCIM)UE'ON SIM_ EXISTING l iii Rm 19is wRh GLASS , \l� I � I ALTERNATE. ANCHORr It'll LOCATION 3/8' MINA ©+ ] 3/8• MIN: -� 2'x6" MIN. WOOD DECK REQUIRED (NO FINISH ALLOWED) EDGE OF DECK - IF APPLICABLE 1/4'0 TAPCON OR L 1 Ik PH PHILLIPS TRU S HEAD TAPCON WITH ADVANCED Min. MACHINE SCREWS THREADFORM TECHNOLOGY W/ 1/4-20 NUTS 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM 1 1/2' Min. PENETRATION ® 12" O.C. OF THREADED AREA 70 TECHNOLOGY W/ 1 1/2" Min. PENETRATION OF THREADED OF EXISTING WOOD HEADER. AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEEP 15) (SEE SCHEDULE ON SHEET 15) SEE LIMITATIONS OF USE FOR :L SILL INSTALLATION BLADE (BON SHEET 19 WO HY F OR INSTALLATION 1/4'0 TAPCON OR qP'' \GEN " IL ••, TAPCON WITH ADVANCER TILLIT TESTING do ENGINEERING COMPANY i 257" THREADFORM TECHNOLOGY .ss/ANAL a -ma EB -e-mail; 6719 Max. W/ 1 1/2" Min. PENETRATION EQ Q �j14x3/4" EE OF THREADED AREA TO S.M.S. EXISTING WOOD HEADER. ®6' O.C. I (SEE SCHEDULE ON SHEET 15) 1 or 1© or 15 I I i I OPEN HOLE AT EACH I EXISTING STUD TO ACCEPT GLASS 1 $/16"0 LAG SCREW I I I AT CENTER OF TUBE. 1 Moa gPAR4RON 1 SEE I ^ EXISTING I MIN. SEPARATION y SI#E7 I _I N GLASS TO MASS (SEE SCHEDULEBIMEOAND 1@1 � 19 FOR 1 O --yl OR ®♦ I / BIADES (D& ® I CN SHMT 19 FOR BLADES (D & 0 1/4'. Max. OT HV CEILING INSTALLATION MIN. SFPARNION To Mass (SFE I --1 SCIM)UE'ON SIM_ EXISTING l iii Rm 19is wRh GLASS , \l� I � I ALTERNATE. ANCHORr It'll LOCATION 3/8' MINA ©+ ] 3/8• MIN: -� 2'x6" MIN. WOOD DECK REQUIRED (NO FINISH ALLOWED) EDGE OF DECK - IF APPLICABLE 1/4'0 TAPCON OR L 1 Ik PH PHILLIPS TRU S HEAD TAPCON WITH ADVANCED Min. MACHINE SCREWS THREADFORM TECHNOLOGY W/ 1/4-20 NUTS 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM 1 1/2' Min. PENETRATION ® 12" O.C. OF THREADED AREA 70 TECHNOLOGY W/ 1 1/2" Min. PENETRATION OF THREADED OF EXISTING WOOD HEADER. AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEEP 15) (SEE SCHEDULE ON SHEET 15) SEE LIMITATIONS OF USE FOR :L SILL INSTALLATION BLADE (BON SHEET 19 WO HY F OR INSTALLATION 00 (10x3/4" HEX WASHER HEAD TEK SCREWS ® 12" o.c MIN. E T R C (E or 1© or 15 `n N MIN. SEPARATION TO GLASS (SEE SCHEDUU I ON SHEET 11) I i I 8 EXISTING GLASSI L( MI MI W PI AI IN M 9' IN F( GI OR ®* FI 01 UVC DECK IF _— APPLICABLE 1/4"0 TAPCON OR TAPCON WITH ADVANCED 5f THREADFORM TECHNOLOGY W/ 1 1/2" Min. 2" MIN —2' MIN. PENETRATION OF THREADED AREA TO EXESTING WOOD HEADER_ (SEE �j SCHEDULE ON SHEET 15) A HV WALK -OVER INSTAL FLORIDA BUILDING CODE(Non High Veloc © 2015 EASTERN MEI A.S.S.,A■ American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 Accordion St KV. RAM #1 W/ OR W/O 1 I I OLD 11-192 14/1 qP'' \GEN " IL ••, E.COiNc. TILLIT TESTING do ENGINEERING COMPANY i . 305, VIRGINIA GARDENS, FLORIDA 33 N.W. 35th. St. StoAR Phone (305)871-1530 . Fax : (305)871-1531 .ss/ANAL a -ma EB -e-mail; 6719 P.E. SEAL1S�i�WAYURE/DATE WALTER A00 LIT P.E. FLORIDA La. 44167 00 (10x3/4" HEX WASHER HEAD TEK SCREWS ® 12" o.c MIN. E T R C (E or 1© or 15 `n N MIN. SEPARATION TO GLASS (SEE SCHEDUU I ON SHEET 11) I i I 8 EXISTING GLASSI L( MI MI W PI AI IN M 9' IN F( GI OR ®* FI 01 UVC DECK IF _— APPLICABLE 1/4"0 TAPCON OR TAPCON WITH ADVANCED 5f THREADFORM TECHNOLOGY W/ 1 1/2" Min. 2" MIN —2' MIN. PENETRATION OF THREADED AREA TO EXESTING WOOD HEADER_ (SEE �j SCHEDULE ON SHEET 15) A HV WALK -OVER INSTAL FLORIDA BUILDING CODE(Non High Veloc © 2015 EASTERN MEI A.S.S.,A■ American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 Accordion St KV. RAM #1 W/ OR W/O 1 I I OLD 11-192 14/1 END INSTALLATIONS n HV BLADE OR (B WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 2tie4' MIN. WOOD STUDS RED'D. 2•x4' MIN. WOOD 2'x4' MIN. - STUDS RE7Y0. WOOD STUDS. T/4Y TAPCON 2x4' d (AS APPLICABLE) \ / ANCHOR O 6. OO. �-�WOOD P 1 i J10N NTO \ / (/S APF OIL \ / STUDS OR W/ MN. t \ / t FWISN _ 1/2' PENETRATION ( \\ / a FINISH To 1/2• COX �• DOSTING CLASS -N,} F" PLYWWD IF NO ' / \\ STUDS EXIST. " Ex isnNC CLASS L /-EXISTING GLASS 'I % \ + : DUSTIN UK 1/2' MIN. COX LEFL SFPARATION18ION PLYW00 TO LASS (EE ,>.._. 1/2' MIN. COX . ^.' TO GLASS (SEE �F MN. gp/p,UION •y. AO �- ., j5 `' PLYWOODSHEET. '% •Y 3' „v- _+:..< SCREDU E ON SHIT M QM (SX: t/2' MIN.SCHEM WX fr� ...� T 11 FOR HIDE ®MID - 1/18'x3• I FOR OACE�A171 w -.a . ip' a1 i.;`k' SCIFEL E ON %*IT PLYWOOD. ' A %yii"x•'t> i saa N SKEET ®h FOR (6083-78) CONT. Fl 1/2• NIH. CDX Qi 9fkT 19 1Ui T7 IDR IifOE mM0 1/2 ., u i ® ALUM. CLOSER PLYWOOD. ONES m ✓F ® WALL W SHEET 19 FOR 1� 1 'MIN. PLATE (LOCATE 1/2 FINISH I fIIDE55(D&G AT EITHER SIE MN OF I -USE V OR Y MAK 6iLi 6 oC. S.M.S. /loxt/z• s.M3 - . - fA.` APPufA0p ANGLE 85A'-2' - - 018 O.C. (890.7^70 ALLOY) AT LOIIOI01[T 0¢ (t) it9x1/z• sxs rode 5 ¢ WALL ATi o e TE a ro Xcl R ®� SEE DETAIL X FO1 OR ®� UMM SME of 4) SIVE COHNECRON SFE DETAIL X FOR 1 OR ® TO TRACKSSEE DETAIL X FOR ®«®«©. Qj « 8p«�•®« SIDE To TRAIOKN «�«©• 7O«©«O'®- SIDE CONNECTION TRACKS OO ®«®• �© ®'®« O•®«© C�«p•®« ®®« •�«®«O•®« �•®«® Opp•®« END CONNECTION DETAIL ® O•®a®•®«®•® END CONNECTION DETAIL 9 END CO NECTION DETAIL END_CONNECTION DETAIL ® O --H DUSRNG • REQUIRED ONLY FOR SPANS GREATER TM 12'-0' _ /-GLASS 2'x4• LIN. WOOD 1/4'0 TAPCON ANCHORS 1/4'0 TA RWN ANCNO STUDS READ. W/ 1 1/2• LON. �tOx1/Y S.M.S. W/ 1 1/2' MN. 016 G E)aSTING GLASS PENETRATION O 12, 0.C. PENETR1TfON O 12' O.C. AQt SEPARium TO CLASS M SEE LIMfrAnONS OF USE FOR roTD�aAs � MIN. ST]ENLE W7 aim ¢ ¢ BLADE to ON SHEET 19 11 FCR ONE mA1ID (Xi SHEET 19 FOR flvI I FSCHOR (D ON SHEETf L • � S MADFS a) & Q) l ----- ON STET 19 FOR 1/2• MN Y - - �_ _ BIADFS®& � __ I OR®OR@OR I 1 2'�AIT - ¢ ----- -- r9- OR©OR(BOR@ ���?'©•oao«�•®« \-WALL FINISH 2'x4' MN. WODOJ WAIL L «U•U'�U •Q�« pull STUDS REO`D. FLASH 1 a�«©•®«©•®� PLAN -- ®a®'®"p'®« DETAIL X END CONNECTION DETAIL © END CONNECTION DETAIL 12 FLORIDA BUILDING CODE (Non High Velocit ♦,\\\71111 1 FI/Fllil/' R..:.?� © 2015 EASTERN MET BERTH Accordion Sh CEN _ A.S.S.A■ H.V. BLADE #1 W/ OR W/0 _ •, American Shutter Systems Association. Inc. TILLIT TESTING do ENGINEERING COMPANY EV. N DFSCRIf'TION DA 1 OLA 11-192 4/13 T/T,1 �+ ATE QF F .tom ZORION 8355 NX3691. SL. Ste. 303, VIRGINIA GARDENS. FLORIDA 3316 Phone : (305)871-1530 . Fax : (305)871-1531 a -mail: Ulteco®aol.com 4268 Westroads Dive West Palm Beach, FL 33407 2 3 .'��I\�� s%ONA.1..cw`G�\ ♦♦♦.♦ WALTER A.P.' LT1 FLORIDA 44, s 6 RE DATE MAX. ALLO WIND SEE CONI DETA 10 d FULL ELEVATION MIN. SEPApA'nON TO CLAS DOSTING GLASS SEE SCHEDULE ON SHEET 11 FOR BLADE(D ` — — — AND ON T18S SHEET FOR BLADES Q & ---------------------------- j------�Y—=--------------------- SYMICAL CENTERMATEs zt W/, W/O oR®AND (SEE NOTE 4 ABOVE) PLAN TYPICAL C1� HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE A SHUTTER* N.T.S. `Yi.••- r�AA s IL E C O IINC. i� _ * . —yf/l TILLIT TESTING & ENGINEERING COMPANY •�: STATF OF " 6355 N.W. 36th. St, Ste. =. VIRGINIA GARDENS, FLORIDA 33 Phone : (305)871-1530 . Fax : (305)871-1531 CtS'S+ 'pp•��•gg•LL• • •' G\\ e—mail: Glteco®aol.com LUTE WALTER A. T1 Jr. P. ��� P E."�86A4 b(r Er ��E/DATE FLORIDA ua. y 44167 t GENERAL IMITATIONS AND CONDITIONS OF U 1. MAX A.S.D. DESIGN PRESSURE RATING: +110• — 110 pi 2. MAX. SHUTTER SPAN: 96' S. ALLOWED MOUNTINGS: A D. G & H ON SHEETS 6. 7. A; MOUNTIRNAGGS�EM. 0. T, U & W ON SHEETS 16 & 17. ONLY CENTERMATES OR 0 ARE, YOUE. (3S� MUIN A ST BSTM�E C BOTH AL OR E INCUJDED ONLY AT NG LAYOUT IN R ACCESS CENIERMA E. 5. (A) HV WINDOW BLADE 1@ SHALL ONLY ALLOW A MAXIMU (3'0 HOLES) FOR ® PER BLADE AT SPACINGS SHOWN ON (B) MIN. CLEARANCE FRqR TOP OR BOTTOM EDGE OF HV W OF ANY 3'0 HOLE FOR SHALL BE 12'. (C) FIRST.ORBLADE COMING OUT FROM STARTERS AT WINDOW BLADE (D) HV WINDOW BLADE 1@ MUST BE USED ALTERNATE TO A THROUGHOUT SHUnER•s WIDTH. (E) CqWMATES SHALL ALWAYS BE INSTALLED ADJACENT 71 BLADE 1 AT OTHER SIDE OF THEM. (F) POLYCARBONATE HV WINDOW (9 SHALL BE INSTALLED 9 THE INTERIOR OF THE OPENING BEING PROTECTED. HV WIN ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL P INC. 6. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS I BUILDINGS ON SHEET 15, AS LIMITED BY SPAN AND DESI 1 & 2 ABOVE). 7. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS I CONCRETE. OR CONCRETE BLOCK WALL ON SHEETS 12 & 1 SPAN AND DESIGN LOAD (SEE NOTES 1 & 2 ABOVE). 8. MINIMUM SEPARATION TO GLASS SCHEDULE, PER ASTM WIND ZONE MINIMUM SEPARATION TO GLASS 1 THRU 3 1' 4 6.25' � 5 \ TamsmE ma 1 \ � 1 � 5 / BUILDING CODE (Non Nigh V< © 2015 EASTERN A.s.s.A. American Shutter Systems Association, Inc. 4268 Westrbads Drive West Palm Beach, FL 33407 Accordion Sl KV. 11" #1 W/ OR W/0 RM .6"x 1 1/2"x 0.035' THICK4'� . Min. ASTM A-653 GRADE 40VI'1Min. G-60 GALV. STEEL%-MMETAL STUDS AT 16" O.C. _1 ® 6" O.C. 1/2" INSTALLATIONS Wf� HV BLADE & HV CENTERMATES INTO METAL STUD WALLS 41 i 43c 43a o GENERAL LIMITATIONS AND CONDITIONS OF USE FOR BERTHA 1 HV BLADE ACCORDION SHUTTER SYSTEM INSTALLATION TO METAL STU—VyALLS 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 INTERMATE 21 W/ 24 HV LOCK ARE ALLOWED WITH 21 ARRANGED A S METRICAL LAYOUT. USE 0 (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE INCLUDED ATTXrERIOR OR INTERIOR ACCESS SIDE OF CENTERMATE. BLADE SLACK DETAIL HVF IS ALSO VALID FOR CENTERMATE 21 APPLICATION WITH BLADE 0 6"x 1 1/2"x 0.035' THICK m •ti:VARIE§'.' ® 6" O.C. Min. ASTM A-853 GRADE 40 :::.2.:r;filaii,.,' Min- c-sU SGALV.AT iSTIr.' 1• ;1 MS WALL HEADER/SILL INSTALLATION METAL STUDS AT l6' O.C. in. LEXISTING GLASS 4JU. 436 4,3c 1/4" (cont.) HVA :•, SYMMETRYCAL ,-. ,�.. :•�li i�•i • CENTERMATES W/ EXTERIOR ACCESS � 083" � 5 . ALUI m• 09 1 ' 6 SEPARATION TO GLASS SCHEDULE N WIND ZONE 7z ASTM E-1996SEPARA1ION Q c 1 3/4x 6 1/4•z 0.035' THICK Min. CONT. GALV. STEEL TRACK CHANNEL, , ® 6. O.C. ®6` O.C. ASTM A-653 GRADE 40 Min. G-60 I TO GLASS 1 THRU 3 1" GALVANIZED FASTENED TO STUDS I 4' W/ (2) j6x1/2" TEK SCREWS ON t EXISTING FINISH 3g , INTERIOR & EXTERIOR FACE I AS APPLICABLE I I , 1 O• h EXISTING GLASS—i MIN. SEPARATION af I TO GLASS i /—(SEE SCHEDULE) 3 I I I � i I (TMP.) � I 1 3/4"x 6 1/4'x 0.035' THICK Min. I EXISTING FINISH n CONT. GALV. STEEL TRACK CHANNEL. I AS APPLICABLE ASTM A-653 GRADE 40 Min. G-60 I GALVANIZED FASTENED TO STUDS I W/ (2) #6x1/2" TEK SCREWS ON i 43c 430 INifJNIOR &EXTERIOR FACEi ® 6. O.C. ® 6' O.C. N +4 LV2 GENERAL LIMITATIONS AND CONDITIONS OF USE FOR BERTHA 1 HV BLADE ACCORDION SHUTTER SYSTEM INSTALLATION TO METAL STU—VyALLS 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 INTERMATE 21 W/ 24 HV LOCK ARE ALLOWED WITH 21 ARRANGED A S METRICAL LAYOUT. USE 0 (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE INCLUDED ATTXrERIOR OR INTERIOR ACCESS SIDE OF CENTERMATE. BLADE SLACK DETAIL HVF IS ALSO VALID FOR CENTERMATE 21 APPLICATION WITH BLADE 0 6"x 1 1/2"x 0.035' THICK m •ti:VARIE§'.' ® 6" O.C. Min. ASTM A-853 GRADE 40 :::.2.:r;filaii,.,' Min- c-sU SGALV.AT iSTIr.' 1• ;1 MS WALL HEADER/SILL INSTALLATION METAL STUDS AT l6' O.C. in. LEXISTING GLASS 4JU. 436 4,3c 1/4" (cont.) HVA :•, SYMMETRYCAL ,-. ,�.. :•�li i�•i • CENTERMATES W/ EXTERIOR ACCESS � 083" � 5 . ALUI m• 09 1 ' 6 SEPARATION TO GLASS SCHEDULE N WIND ZONE MINIMUM ASTM E-1996SEPARA1ION .:`1 -='' ; �� `_CENTERMATES W/' �•: I ; `-_`•: TO GLASS 1 THRU 3 1" q 4' rDCISnNG FINISH AS APPLICABLE (TYP. TOP & BOTTOM) .MIN. SEPARATION; VARIES=•. TO GLASS 2' .•(SEE SCHEDULE).`: Max, IN " Min.) TL7r------ IN �� (6.' Min.) 24 1/2" (TYP•) 7" 7• I VR BLADE SLACK 06AIL RVF HVC ����11►tHnnrnrp,�� 1L ECOINC. TILLIT TESTING do ENGINEERING COMPANY 6355 N.W. 36th. SL. Ste. 305, VIRGINIA GARDENS, FLORIDA 33 ST E OF Phone : (305)871-1530 . Fax : (305)871-1531 e—mail: tnteao®aol.wm WALTER A. l LIT Jr.6iE P.E. DATE FLORIDA tc, A1 4"s MUST I gl nri �- 43c 114"0 El PRODUCTS COMP SCALE 1 3/4-x 6 1/4-x 0.035• THICK Min. ONT. GALV. STEEL TRACK CHANNEL, ASTM A-653 GRADE 40 Min. G-60 GALVANIZED FASTENED TO STUDS s1 c W/ (2) � x /2 TEK SCREWS ON •-:.:I INTERIOR & EXTERIOR FACE I --4J a HV HEADER/Sl eENDs L 1 6 1/2" MAX. SLACK **___j SIDE CONI FLORIDA BUILDING COBE (Non Nigh Vt © 2015 EASTERN A.S.S.A■ American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 Accordion SJ H.V. BLADE #1 W/ OR W/O EV. N DESCRIPTION 1 OLD 11-192 4 •: ,�:-- SYMMETRYCAL .-�., ,,-.•�•; -�- .:`1 -='' ; �� `_CENTERMATES W/' �•: I ; `-_`•: `: ACCESS SIDE�-..�I .:-INTERIOR ,:.'.•.:�••.- IN " Min.) TL7r------ IN �� (6.' Min.) 24 1/2" (TYP•) 7" 7• I VR BLADE SLACK 06AIL RVF HVC ����11►tHnnrnrp,�� 1L ECOINC. TILLIT TESTING do ENGINEERING COMPANY 6355 N.W. 36th. SL. Ste. 305, VIRGINIA GARDENS, FLORIDA 33 ST E OF Phone : (305)871-1530 . Fax : (305)871-1531 e—mail: tnteao®aol.wm WALTER A. l LIT Jr.6iE P.E. DATE FLORIDA tc, A1 4"s MUST I gl nri �- 43c 114"0 El PRODUCTS COMP SCALE 1 3/4-x 6 1/4-x 0.035• THICK Min. ONT. GALV. STEEL TRACK CHANNEL, ASTM A-653 GRADE 40 Min. G-60 GALVANIZED FASTENED TO STUDS s1 c W/ (2) � x /2 TEK SCREWS ON •-:.:I INTERIOR & EXTERIOR FACE I --4J a HV HEADER/Sl eENDs L 1 6 1/2" MAX. SLACK **___j SIDE CONI FLORIDA BUILDING COBE (Non Nigh Vt © 2015 EASTERN A.S.S.A■ American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 Accordion SJ H.V. BLADE #1 W/ OR W/O EV. N DESCRIPTION 1 OLD 11-192 4