Loading...
HomeMy WebLinkAboutProduct Approval; Accordion ShuttersQ 1 "B�, a PLO BCIS Home i Log In j User Registration + , Hot Topics submit Surcharge ! Stats & Facts ! Publications { Contact Us �• BCLS Site Map Links 1 Search i To Product Approval I I USER: Public User oPr duct Approval Menu > Product or Appliwtlon Search > gppllcation List > Application Detail `.+ FL # FL389-R10 Application Type Revision Code Version 020' 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@eastemmefal.com Authorized Signature Bill Feeley Irodrigue.z@easternmetal.com Technical Representative Address/Phone/Small Quality Assurance Representative Address/Phone/Email Category oShuttersSubcategory 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 the Walter A.. Tillit, Jr. P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 2/31/2021 Validated By ry Kampmann Jr. Validation Checklist - Hardcopy Received Certificate of Independence FL389 R10 COI COT ASSA BLADEI pdf FL389 R10 COI COI- ASSA BLADEi 2 pdf FL389 Rio COI COI ASSA BLADE3 pdf Referenced Standard and Year (of Standard) Siaifdard ASTM E-1886 ASTM E-1996 ASTM E-330 TAS 201, 202, 203 Equivalence of Product Standards Certified 'By Year 2012 2012 20 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/15/2020 Date Validated 11/06/2020 Date Pending FBC Approval 11/06/2020 Date Approved 12/15/2020 Summary of Products FL # Model, Number or Name Description 389.1 Bertha HV Accordion Shutter - Blade Extruded aluminum Interlocking blades retained by tracks (top 3 - (Non-HVHZ) - Drwg 20-165 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 BLADES pdf Verified By: American Test Lab of South Florida, Inc. Created by Independent Third Party: Yes Evaluation Reports FJ.389 R10 AE PER ASSA BLADES pdf Created by Independent Third Party: Yes 389.2 I Bertha HV Accordion Shutter -Blade 1 Extruded aluminum interlocking blades retained by tracks (top Only (Non-HVHZ)- Drwg 20-164 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, W-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, 11 and 20 respectively of installation drawings for other spans and pressures. Installation Instructions FL389_ R10 II DRWING ASSA BLADE? pdf Verified By: American Test Lab of South Florida, Inc. Created by Independent Third Party: Yes Evaluation Reports FL389 RIO AE PER ASSA BLADEi pdf Created by Independent Third Party: Yes 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks (top COMBO- (Non-HVHZ)- Drwg 20-163 and bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FI-189 RIO II DRW ASSA BLADE1 7 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. Max. 16'-0" span at 30 p.s.f ASD load FL389 RIO AE PER ASSA BLADEI 2 pdf for Blade 1 and 18'-0" for Blade 2. See schedules on sheet 12, Created by Independent Third Party: Yes 25 and 28 respectively Bach Next Contact Us :: 2601 Blair Stone a " Tsoahassee FL 32399 phone: 850-487-1824 The State of Florida Is an AA/EEO employer. goopyllaht 2007-2013 State of Florida :; Privacy Statement :: Accessibility Statement :: Refund statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalis 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 hjr4L. Product Approval Accepts: Credit Gard 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 2020 (7th EDTTION)OF THE FLORIDA BUILDING CODE. THIS ACCORDION .SHUTTER 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 7-16 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 ASIDE 7-16 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 ICI 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 ID #0214.01-03, #0715.01-03, #1004.01-05, #1214.01-05. #0317.02-06. #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 ® #0505.01-08 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 BLADE (D 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 #142.75" AND #140.75" RESPECTIVELY, 410-HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 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 ksi AND 35.7 ksi FOR 6005-175 ALLOY. ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SEC11ON III-6 OF THE 2015 ALUMINUM DESIGN MANUAL. 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 ksi 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 J HV BLADE D & ® WORKING IN UNISON: 12, 13 & 15 8. THIS BERTHA H.V. ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT #6'779,582. COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN -PART BY U.S. PATENT #5'458,179 ISSUED TO EASTERN METAL SUPPLY, INC. 9.1T 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 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. (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 DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE 1S 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. 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: W BLADE 0) AND W WINDOW BLADE 6A1 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 HV SHEET 8 CENTERMATE 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: W WINDOW BLADE l'1Al ONLY TYPICAL SHUTTER ELEVATION SHEET 19 AREA 4. W WINDOW BLADE M 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= @2020 TILTECO. INC. © 2020 EASTERN METAL SUPPLY, INC. ....... '�%' - BERTHA F11ITM EN :'�''A.S.S.A.Accordion Shutter System I. L .E"C O � N H.v 13LME 1 W OR W 0 �.v WINDOW MADE _= No. 441 7 , American Shutter Systems # / TILLIT TESTING & ENGINEERING COMPANY REV. N DESCRIPTION DATE DRAWN..BY: M.P 7k 6355 N.W. 36th. St.. Ste. 305. VIRGINiA GARDENS, FLORIDA 3316 Association, Inc. 1 OLD 17-107 /2/2020 DATE: 7/2/2020 STATE O - W�j Phone (305)871-1530 . Fax : (32.05)871-1531 4268 Westroads Drive �� F ::� �'. e-mail: tilteco®ool.com West Palm Beach, FL 33407 3 `DRAWING No D •/� CA-0006719 ,� •. coRtLLITJr. 20-1 s ��/�� FSS • ......: ��� FLORIDA c. # 44167E 5 '�� �0*N' ,, ��`�EAL/SIGNATURE/DATE; SHEET ry FOR WINDOW BLADE ® a 6� CIS 0 oR`rA, s° o o . 0.454'_ o (LD. 371 " ®SS " 4.385" .857" 4.999" Inv JWLJW 12 UNDER US PATENT 5458179 A -A-) H- BLADE* *SEE LIMITATIONS OF USE OF BLADE ® ON SHEET 19 6063-T6 ALLOYAND TEMPER ©HV ADJ. FLOOR 'TRACK QUALIFIED FOR USE W/ HV BLADE 10 6063-T6 ALLOY AND TEMPER 11 -.HV -CEILING HEADER Q09LIFIED FOR USE W/ HV BLADE 1O ONLY, SEE SECTIONS FOR VALIDITY. 6063-T6 ALLOY AND TEMPER X t MR X MIN. Y MIR t 1" 1 1" 0.062" 16 SIDE ANGLES QUALIFIED FOR USE W/ HV BLADE 10 6063-T6 ALLOY AND TEMPER 3 HV_ UNIVERSAL FLOATER. QUALIFIED FOR USE W/ HV BLADE 0 6005-T5 ALLOY AND TEMPER 3.226" 1.500" _ .085" (TYP.) M' 4.897" (7)HV ADJ. ADAPTER W f LIP QUALIFIED FOR USE W/ HV BLADE 10 6063-T6 ALLOY AND TEMPER a a 1® HV HEADER f SILL- QUALIFIED FOR USE W/ HV BLADE 1OONLY 6063-T6 AL AND TEMPER ALUMINUM` ANGLES QUALIFIED FOR USE W/ HV BLADE 1Q ONLY.; 6063-T6 ALLOY AND TEMPER ti = No. 441- 7(;� STATE Of vrvc¢a _ 18 1.49L" o Ma 1.200" o .09 0 e -. t JSR9 r a 375" y�N O HV 90' f 180' STARTER ° QUALIFIED FOR USE W/ ®H - IREC HV BLADE Q9 QUALIFI E W/ HV 6063-T6 ALLOY AND TEMPER TEMPER ®HV W%LiK--(J'VER T_ RACN QUALIFIED FOR USE W/ H� BLADE 10 6063-T6 ALLOY AND TEMPER 13 HD CEILING HEADER/S QUALIFIED FOR USE W/ HV BLADE 1O SEE SECTIONS FOR VALIDITY. 6063-T6 ALLOY AND TEMPER COMPONENT A E T1 T2 17 2" 5" MAX. 1/8" 1/8" 18 2" 5" MAX. 0.192" 0.192" 19 2.5" 7" MAX. 0.190" 0.190" ® 2" v 5" MAX. 0.139" 0.131" @2020 TILTECO, INC. 7F'It'L EC�1INc. TILLIT TESTING & ENGINEERING COMPANY /�" 6355 N.W. 36th. St., Ste. 305, MRGINIA GARDENS, FLORIDA 331 '� e vE/ Phone : (305)871-1530 . Fax : (305)871-1531 e—mail: tilteco®aol.com CA-0006719 WALTER A. TILUT Jr. P.E. SEAL/SIGNATURE/DATE FLORIDA Lic. # 44167 .9! 9Q. HV -TRENCH TRACK QUALIFIED FOR USE W/ HV BLADE 01 ONLY. 6063-T6-A"4D•Y—AND TEMPER 14 Et=WAW-j4EADERSIL QUALIFIED FOR U-SE - W/ HV BLADE 10 ONLY, 6063-T6 ALLOY AND TEMPER X Y I t 2" 2" 0.125" 3" 3" 0.090" 2�0 CORNER POSTS QUALIFIED FOR USE W/ HV BLADE 10 6063-T6 ALLOY AND TEMPER A.S.SnA. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 1HV RAINGUARD QUALIFIED FOR USE W/ HV BLAD10 E 6063-T6 ALLOY AND TEMPER Non Nigh Velocity_ Hurricane Zone © 2020 EASTERN METAL SUPPLY, INC. BERTHA H1/, Accordion Shutter System H.V. BLADE #1 W/ OR W/0 H.V. WNWW KAM EV. k DESCRIPTION DATE I DRAWN BY. M.P 1 OLD 17-107 /2/20201 DATE: 7/2/2020 ` DRAWING No 3 20-164 5 SHEET 6 2 OF 20 QUALIFIED 6063- 16LADE 0 & 1 A ONLY D TEMPER I z 750' z 1 9.7 PLAN `r FRONT ELEVATION 27 LOCKER FOR. "T" LOCKCENTERMATE QUALIFIED FOR USE W/ HV BLADE (DONLY 6063-T6 ALLOY AND TEMPER 31 HD CENTERMATE W NI QUALIFIED FOR USE W V BLA 6063-T6 ALL D ER ARIES 12" MIN. 1/4' 4-2, S.S. OR 3, ACETAL THUMBSCREWS, (SEE DETAILS) � tviJ •rJ4+ 2 HV FLOATING C NTE T '`s' QUALIFIED FOR USE W/ HV BLADE 1 & 1A ONLY 6063-T6 ALLOY AND TEMPER 23 HIV CORNER CENTERA Q TLIFIED FOR USE W/ HV BLADE 6063-T6 ALLOY AND TEMPER ONLY 1/4'-20x1/ ' - 1/4'-2*,HOUSING FLAT HEAD THREADENAMEL 1/4'-20- S.5MSNTEDTHREADED 2 TYP0'�.875" BRASS CYLINDER N - & KEYS (CHROME a$ = 0' PLATED) 00 HV__ LOCKi .875 QUALIFIED FOR USE W/ HV BLADE 10 & (0 ONLY. . HV MALE 7 >" LOCK CENTERMATE 4.50 QUALIFIED FOR USE W/ HV BLADE 1)ONLY ® HV FEMALE "T" LOCK CENTERMATE 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE (1�ONLY 6063-T6 ALLOY AND TEMPERR'' 4" CKING_ ROD- © HD CENTERMATE W v0 K & IA QUALIFIED -FOR USE W/ HV BLADE 7 ,& \ 6063-T6 ALLOY AND TEMPER *157 ® LOCKING ROD 0 QUAL FIED FOR USE W/ HV LADE (D063-T6 ALLOY AN EMPER 0 i5 INSTAL ION WIL QUIRE A 7/16" HOLE D ILLED AT T FOR PROPER EMBEDMENT 1.130" N - a! c f0 Go �— W 375'0 ® HV 3/8"0-16 - ACETAL THUMBSCREWS. -QUALIFIED FOR USE W/ HV BLADE No. ,44 67 STATE F i FZORI,, ONAL "I"J111111 0 . SEAL/SIGNATUR # HD CENTERMATE'S INSERT QUALIFIED FOR USE W/ HV BLADE 10& 1A 6063-T6 ALLOY AND TEMPER t1/2" 44 1 /4"0 (3� HV 1 /4" 0-20 AISI 304 SERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE 10 @2020 TILTECO, INC. 11LIE.-CO..c. TILLIT TESTING & ENGINEERING COMPANY 5355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 331 Phone : (305)871-1530 . Fox : (305)871-1531 e-mail: tiltecoacol.com CA-0006719 WALTER A. TILLIT Jr. P.E. TE FLORIDA Lic. # 44167 2 c n 0 LO n N - IA m m, .822" ® HV "T" LOCK QUALIFIED FOR USE W/HV BLADE 10 ONLY. aN0•I M Wu DIE CAST HOUSING ENAMEL BAKED PAINTED EGRESS TURN KNOB. 7, BRASS CYLINDER (CHROME PLATED) QUALIFIED FOR USE W BLADE 10 & ® ONJ �i0 518" N N n _..360" AFTER RIVETING BEFORE RIVETING 1 /4"g-m-20 RIVNUT* *SERIES 9444 ALUMINUM (2024-T3 ALLOY) LARGE FLANGE THIN SHEET NUTSERT, PART # 0820, AS MANUFACTURED BY AVDEL CHERRY TEXTORN, PARSIPPENY, NEW JERSEY 07054 OR EQUAL ® HV ALTERNATIVE LOCK. QUALIFIED FOR USE W/ HV BLADE 0 ONLY. I• CYLINDER OR KEY CYUNDER 545" u = 0.875" Min. n f, 1 425" Max. N 0 - 504' -1 THUMBTURN CYLINDER OR KEY 7.57 Min. CYLINDER iO4 HD LOCK BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. QUALIFIED FOR USE W/ HV BLADE 1O & 0 FLORIDA BUILDING CODE (Non High Velocity Hurricane © 2020• EASTERN METAL SUPPLY, INC. A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WNDOW BODE Y. No DESCRIPTION DATE DRAWN BY. M.P t OLD 17-107 7/2/2020 DATE: 7/2/2020 2 DRAWING No 3 20-164 5 SHEET 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR Q HV BLADE 1 HV_BLADE 1A ® HV LONG RECESSED NYLON BUSHING 39 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"O AISI 302 SERIES S.S. RIVETS'. ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD ®3 HV 2 3/4" ACCORDION -,PIN W/ #8 HEAD' ® POLYCARBONATE IMPACT RESISTANT-"HV WINDOW * (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 10 OR HV 9 BLADE. Q OR Z Y �o� a N W O (nU_ EXTERIOR or� SEE NOTE FOR EQUIREMENTS) 4X V .7� ® w 3 NWo LF_ TYPICAL SHUTTER ASSEMBLY N.T.S. — (2) HV PIN (9 MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q 10.324" BLADE WHEN CORRESPONDING TO INSTALLATION "11 ", SHEET 7. -' .04s"r-. m. TV., (3) HV PIN @ OR ®3 W/ 1 /2" O.D. 1 /16" THICK S.S. WASHER PER DETAIL X,8"' m zyN =.. SHALL BE USED FOR DIRECT MOUNT INSTALLATION SHEET WHEEL CARRIAGE DETAIL N.T.S. T.S. ,0, N' 44 6 - - 2 '° •• STATE F r � Nni .\.+SAL/SIGNATU 3/8 I - HV PIN @2 OR 43 AT EXTERIOR BLADE'S KNUCKLE. (SEE NOTE * FOR REQUIREMENTS) 02020 TILTECO, INC. • -hLAECO'litic. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33 Phone : (305)871-1530 . Fax : (305)871-1531 e—mail: tiltecoccol.com CA-0005719 WALTER A. TILLIT Jr. P.E. TE FLORIDA Lic. # 44167 12" MIN. tL '. NCE 0625" TO BLADE T P _ E GE 1A .1875" HV WE BLADE .0 25" 0625" 0625" / • SECTION X—X BLADE'S --\�0 KNUCKLE 0�'o (TYP) 2 7/8" MIN CLEAR SEPARATION BETWEEN BLADE OPENINGS EXTERIOR HV WINDOW ± 5 ON C' 2 1 /4' CLEAR .18 .0625 .0625" —.0E 4" SECTION Y ERS N.Ts, EXTERIOR EU5(MON N.T.a TYPICAL HV WINDOW BLADE A AND POLYCARBONATE HV WINDOW DETAIL ' I N.T.S. *.POLYCARBONATE IMPACT RESISTANT' HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE 12" MIN. C CE RESINS, UV —STABILIZED GRADE OR SABIC TO BLADE B TT M INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE "F" ON SHEET 19). POLYCARBONATE SOURCES FOR 44 APPLICABLE RESULT TYPICAL PROPERTIES STANDARD EMM sm peow e REFERENCE MATfA& / $ME= UZMAKRMM 31W MA= 1EsM 1W FAM PJ�f61�1: SPECIFIC GRAVITY �'ECHluv�F •• ASTM D792 0.043 Ib/in* 0.043 Ib/In - TENSILE YIELD STRENGTH ASTM 0638 9,400 p.s.i. 9,500 pal FLEXURAL STRENGTH AT YIELD ASTM D790 12,5DO p.sl 13,400 p.sl FLEXURAL MODULUS IMPA ASTM D790 340,000 p.s.i. 345,000 p.s.i. ; NOTCHED IZOD BURNING CHARACTERISnCS: ASTM 0256 18 FT—Ib/In 17 FT—Ib/in FIRE SMOKE DENSITY ASTM D2843 47.2 X 64.5 X MAX RATE OF BURNING ASTM D635 C-1 CLASS C-1 CLASS SELF IGNITION ASTM D1929 1040 'F 980 'F WEATHERIND ASTM G155 TENSILE STRENGTH AFTER WEATHERING ASTM 638 9302 p.s.i. 8B40 p.sl TENSILE STRESS BEFORE WEATHERING ASTM 638 8461 px.i. 8880 ps.i. AmSmSmAs American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 CODE (Non nigh Velocity Hurricane Zone © 2020 EASTERN METAL SUPPLY, INC. BERTHA-HVTM Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WNWW IAADE :V. No DESCRIPTION DATE DRAWN BY: M.P 1 OLD 17-107 /2/2020 DATE: 7/2/2020 2 DRAWING No 3 4 20-1-64 _. 5 - SHEET + ® OR 0_13 ©°"'�+© * NOTES ON HV LOCKS AND CENMMATES: 1. MANDATORY CONDMON i1: ONE HV LOCK ® or ©SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12" ABOVE OR BE,!<OW g2 OF SHUTTER SPAN FOR SPANS UP TO 105", AND FOR INSTALWIONS AT ANY - - ELEVATION. HV (2� or ( MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO 1 OR LOCK -r _ . 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. OFnQW QNDITIQU fl, IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY .PURPOSES, UP TO TWO HV LOCKS OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES V. D_ OR 0 SHALL BE AS INDICATED ON NOTE (1) ABOVE. ROWF LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. OB-HVB H - v 3- ° * J2 IS USED M(4= H.V. LOCKS): LOCKING RODS ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY _ 9OR 2�5 6 GR iW0 OR ® °R ® BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS ® OR AN ALTERNATIVE DEVICE V. I MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). ; as V -' V 4. MANDATORY CONDITION ft ONE HV LOCK ®� ® 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, NN iv ATTACHED TO @ CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2".. LONG FLAT HEAD S.S., M.S. TWO LOCKING RODS w o Itac-Hvc AT TOP & BOTTOM 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. N N0 5 -+ M,Q2': ONE ALTERNATE HV LOCK Q -MAY BE USED IN LIEU OF HV LOCK or FOR ANY SPAN AND °viox 1O SF o Z � INSTALLATIONS AT ANY ELEVATION. ALTERNATE LOCK MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT V) OF 1/4"0-2Ox3/4" S.S. THUMBSCREW TO ©1 OR ® CENTERMATES SHALL BE MADE W/ 1/4"0-200/4" ALUM. 11 HQD-H_ ! �ZDD- D oo� RIVNUT 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. N® 6. MANDATORY CONDMON 0 FOR KEYSTONE MOUNTING INSIIALATIONS, 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 960, AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK ® or ® or ® MAY BE USED AS AN INSIDE OR ,s. OUTSIDE LOCK, ATTACHED TO ®1 or r� SYMMETRICAL CENTERMATES W/ (2) 1/4"-20 x 1/2" LONG FLAT HEAD S.S. SEE END . - M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS ® W/ CONNECTION I ` OR ® TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON - a' ,:.F E ,; FI I. iJ. K ; L ` •til. P -. ,0'. R V,: W X - - SHEETS 10 & 18 TYP. FULL It HEIGHT. .*NOTES ON HV . "T" LOCKS AND -CENTERMATES:- OF CORNER NLIMIfED MOTH 1. SECOND ALTERNATE TO MANDATORY CONDITION #1 VAUD ONLY FOR HV 'r LOCK ifs( AND GI MIMMATES AND CENTERMATE O O O O 1 3 � ONE ALTERNATE HV "T" LOCK i�0 MAY BE INSTALLED IN LIEU OF HV LOCKS ®OR ®FOR ANY SPAN AND © 0" oR 6 + 7 OR 8 10 + OR INSTALLATION AT ANY ELEVATION. ALTERNATE LOCK Y BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF LOCK ® INCLUDES USING REINFORCING LOCKER, AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE 0 + 5 OR + @ORS/+� OR CONNECTED TO CENTERMATES ® AND ®9 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"0-200" S.S.M.S. INTO A 1/4"Ox 5/8" RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" +O + @OR©+O + 18 OR MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS ® TOP AND BOTOM IS MANDATORY. + o ooR 1oo 5 8 ®o8 aR $ + 7 OR - - - - - - ®+ ®� 9 + QoR 9 + 0°��+ ® *NOTES ON HD LOCKS & CENTERMATES: 1., NO LOCK r-1ONE ALTERNATE HD LOCK 3� MAYBE USED IN LIEU OF TYPICAL (1) H V BLADE SHUTTER ELEVATION HV LOCKS 2 ' OR (2g FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE HD LOCK ® MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF HD LOCK ® TO (p IS W/ 3 #8 x 3/8' F.H. S.S.M.S., 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 ®5 IS COMPLETELY OPTIONAL - FLORIDA BUILDING CODE ((ion High Velocity Hurricane Zone ©2020 TILTECO. INC. ©2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System •E C A 1 a c . A.S.S.A. H.V. BLADE #1 W/ OR W/o H.V. W1NDaW BLADE No, 441 % American Shutter Systems V. N DESCRIPTION DATE DRAWN BY: M.P _ * y TILLIT TESTING & ENGINEERING COMPANY K 6355 N.W. 36th. St., Ste. 305, MRGINIA GARDENS, FLORIDA 3316E Association, Inc. t OLD 17-107 /2/202 DATE: 7/2/2020 STATE 0 Phone : (305)871-1530 . Fax : (305)871-1531 4268 Westroads Drive 2 DRAWING No ��'• e-mail: tilteco®ool.com West Palm Beach, FL 33407 3 -.��o�•. I�4 ,•�GI �� CA-0006719 20— 1 64 O R I D : . • WALTER A. TILLrr Jr. P.E. 4 ''�i Fs '' • • • • • • • FLORIDA Lic. # 44167 5 SHEET s/ANAL t',��`�EAL/SIGNATURE/DATE �i6/ 6 1 A nr 9n E. —CONCRETE ANCHORS POURED F (SEE SCHEDULE ON CONCRETE SHEET 13) REQUIRED 1 7 1 $a RSA ATONE (SEE MOUNTING ® ON SHEET' 7) 1" Min. 1/4"0-2Ox3/4" S.S. EQ: - EQ-„ •. MACHINE SCREWS USING 1/4"-20 NUTS ® 12" O.C. Max. --: _ 13 0R 15 D \ .250" Max. I E.D t OPTIONAL t t I i I •I OR �♦ i I MIN. SEPARATION TO GLASS F_(SEE SCHEDULE ON SHEET I I EXISTING ! ! T ! I © HV -WALL HEADER INSTALLATION +_ KEYSTONE EXISTING I GLASS—i "N. SERMATIM I OR 1♦ � To GLASS (SEE I I I i Itf MIN. SEPARATION TO GLASS t— SCHEOu�EON � I I I I (SEE SCHEDULE ON SHEET 11)—'I 11 FOR BLADE ®AND fT7 I t n I t I I ON SHEET 19 FOR t t I BLADES O&l�91 I j EXISTING t i GLASS--1 1 1' 1 X4 Illi ILI' - III OPTIONAL E. D. fii I' i * / 11 ifs 14 u 1 !I r-1 /4" Max. t rt rt. - 13 `OR 1© 1 / 2 OR 14 _-- =- 1/4"0-2ox3/4" S.S. ` ---LEQPHILLIPS .-.- OR f 8 jEQQ TRUSS HEAD MACHINE SCREWS USING V NCRETE ANCHORS 17 1/4"-20 NUTS @ 12" O.C. (SEE SCHEDULE ON SHEET 13) Min. POURED CONCRETE OR"CONCRETE BLOCK CONCRETE ANCHORS WALL REQUIRED OD HV WALL INSTALLATION (SEE SCHEDULE ON -SILL POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF SECTIONS: 1- SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY * E. D. = EDGE DISTANC=SHEErl SEE LIMITATIONS OF USE FOR 2- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS O BLADE lA ON SHEET 19 IN ANY WAY TO SUIT ANY INSTALLATION. ,. .. \c Iry . No. 441 7 moo, FTATE 0 ., 114;11 NAL i Ae SEAL/SIGNATU 02020 TILTECO, INC. J L .E C O INC. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St, Ste. 305, VIRGINIA GARDENS, FLORIDA 33 Phone : (305)871-1530 . Fax : (305)871-1531 e-mail: tilteco®aol.com CA-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lie. # 44167 POURED CONCRETE OR CONCRETE BLOCK? REQUIRED t 1/4"0-20x3/4" S.S. CONCRETE ANCHORS MACHINE SCREWS (SEE SCHEDULE ON W/ 1/4"-20 SHEET 13) NUTS ® 12" O.C. . 1" _, OR f 5 .250" Max. EXISTING MIN. SEPARATION TO GLASS GLASS I (SEE SCHEDULE ON SHEET 11) I I © HV WALL HEADER INSTALLATION EXISTING GLASS MIN. SEPARATION TO GLASS EE SCHEDULE ON SHEET 1 /— OPTIONAL uIi 1/4". Max. 13 OR 15 1" fin. 1/4"0-2Ox3/4" S.S. PHILLIPS CONCRETE ANCHORS (SEE SCHEDULE ON + -TRUSS HEAD MACHINE SCREWS W/ 1/4"-20 NUTS ® 12" O.C. POURED CONCRETE—" SHEET 13) OR CONCRETE BLOCK REQUIRED FO HV WALL SILL INSTALLATION INSTALLATION DETAILS ' W (1) HV BLADE FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 02020 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System AaSwSwAm H.V. BLADE #1 W/ OR W/O H.V. 1 IlWN BLADE American Shutter Systems EV: N DESCRIPTION DATE DRAWN BY: M.P Association, Inc. , OLD 17-107 /2/202 . DATE: 7/2/2020 4268 Westroads Drive 2 DRAWING No West Palm Beach, FL 33407 3 4 20-164 5 SHEET 6 OF 20 t POURED CONCRETE ANCHORS I A9N. SEPARATION { Y I.I { 1 OR CONCRETE 7 (SEE SCHEDULE ON SHEET 13) 1 is I i EXISTING REQUIRED \. SCHMA.E�(EE EDGE OF 'i ION OR I ! t 2 GAS~1 siEEE1919 O& : I I MIN. SEPARATION MASS E. D. APPLICABLE EXIG INSIF ' \ i— oONSC Eu i. i E E ALTERNATE / I ANCHOR LOCATION I { •. 1 t I I 1 1 II—#10x3/4" HEX WASHER HEAD I 1 OR 3'OR; $ e I 3/e MIN. TEK SCREWS ® 12" O.C. I N 3/8 MIN. -CONCRETE ANCHORS 1 I I { ©+ 7 I (SEE SCHEDULE ON SHEET 13) EI i --I GLASS,, 11 I I I I I t I I' I I EDGE —� F I / _�/ - I I I I I 1 I SLAB I F.� , .1 EDGE OF MIN. SEPAPXTION i i I APPLICABLE E.Q. , E Or SLAB IF B IF APPLICABLE z 1 TO UASS (SEE SCHEDULE ON SHEET POU -' 11 FOR BLADE ®AND ON SHEET 19 FOR 1 EL40M (D I 1 t 1 OR l POURED @ CONCRETE / L CONCRET / REQUIRED L & Q { . � 1. REQUIRED E. D." E. D.* © HV CEILING INSTALLATION ® HV- FLOOR INSTALLATION t I MIN. SEPARATION I ' TO GLASS 1 (SEE SHEET 0 ) I \ 1 t I I EXISTING - Al EDGE OF SLAB IF APPLICABLE - E. D.* FLAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) ( HV WALK —OVER INSTALLATION I a L I I 1 lI III I I / EDGE OF / SLAB IF APPLICABLE POURED-' FLAT HEAD CONCRETE ANCHORS CONCRETE (SEE SCHEDULE ON SHEET 14) REQUIRED 11 THEN_CH_ INSTALLATION VALID ONLY FOR UP TO +70, -75 PSF A.S.D. DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE #3, SHEET 11 EXISTING GLASS --I MIN. SEPARATION , I 1' 1 CONCRETE ANCHORS 1 TO GLASS 1 I MIN. GLASS I r I I I O (SEE SCHEDULE ON7 1 4 0 fIW BUIIDIX TAPCON W (SEE SCHEDU) I I TO CLASS I IT I' ON SHEET 11 '---(sue SCHEDULE 1 t I 1 I 1 1 /" / 1 ON SHEET 11) I I l e I 1 1 1 11 1 EXISTING SHEET 15) ADVANCED THREAOFORM C EXISTING - -i ' { EXISTING --I t I S� I TECHNOLOGY OR 1/470 POWERS 1/4" GLASS I I 't GLASS I MIN. SEPARATION TO GIJ65 . I 1 I GLAS 1 1 FASTENERS TAPPER+ ANCHORS W/ \ '(SEE SCHEDULE ON SHEET 1.1) I 1 1 1 �. I MIN. SEPARATION TO -WIN. { MAX. 1 I i I I1 I i I I I i (SEE SCHEDULE ON SF1M 11) II 1 I II I O.C. FOR UP TO 6•-0EMB��'SPAr1J AND '- 10 /4' ' { rh i rh l 46 D.C.O�R SPANS LARGER THAN 0 8'-0' MAX. APPLY I I I 1 1 i 1 i MAX. l I t 1_ SEALANT AT EVERY FASTENER HEAD I 1 2 m I i i i I I 1 (T1'P•) (SEE NOTE 1-f ON SHEEP 11 o I j 3 OR j D * i I. I� #1 Ox3/4" HEX E• *. I' i I fi3R LIMITATIONS 5. 3 8" MAX'. �ll WASHER HEAD �`�' MIN. I. ' TEK SCREWS CONT. SEALANT #14x3/4" HEX HEAD ' I 1 �8" ® 12" O.C. 8a.• I � TEK SCREWS a 9" O.C. I - 1 1 I 1 l:T t 1 4 m 2Ox3 4 I - 1 /'- /' SS MS Ir --- #14x3/4" S.D.S. { 1 4" �:=_- t USING 1 40-20 NUTS OR 1/4"tip-20 S.S. M.S. I I CONCRETE ANCHORS m _ _ 6" +O 3/8 �— ` I : p / W/ NUT ®9" O.C. { /— (SEE SCHEDULE ON n 1 fi ®9" 0. C. 1 - - Max. a Q:• a 12" O.C. 1 %:•. SHEET 14) :,. �___-� - - I ' •7 OR ' 8 I �} f ' 1 m •._ : • . �.• -•' �' EXISTING NON STRUCTURAL /2" 1 " 7 R 1 S > e 2.00" MIN.: a WALL TRIM (DECORATIVE EDGE OF . E' sI #14x3/4SLAB IF F.H. S.D.S. MIN. LL) ; 1 7/8" •. 1 7/8" APPLICABLE ® 9" O.C. •• `• ,• �'" �y ; o:gU1R : 4' RE�EDCONCRETE CONCRETE ANCHORS SEE NOTE 13(b) SEE NOTE 13(b) 1 % E.D POURED CONCRETE) (SEE SCHEDULE ON ON SHEET 1POURED CONCRETE ON SHEET 1 `.' •• / D.. OR CONCRETE BLOCK SHEET 14) OR CONCRETE BLOCK REQUIRED REQUIRED MO KEYSTONE MOUNTING INSTALLATION OPTIONAL POURED CONCRETE HV WALL FLOOR INSTALLATION O HV WALL WALK-O.VER INSTALLATION MAXIMUM A.S.D. DESIGN PRESSURE: +64,-72 psf REQUIRED - - MAXIMUM SHUTTER SPAN 8'-0' HV RAINGUARD INSTALLATION- t •r THIS INSTALLATION SHALL BE NOTE FOR COMBINATION OF SECTIONS: * E. D. = EDGE DISTANCE REMOVABLE WHEN PERFORMED ADJACENT TO AN OPERABLE EXIT SEE LIMITATIONS OF USE FOR 1- SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) OR ENTRANCE BLADE 1A ON SHEET 19 INSTALLATIONASSEMBLY DETAILS W/ O HV B LA D E 2- MOUNTING SECTIONS CAN BE COMBINED FLORIDA' n IN ANY WAY TO SUIT ANY INSTALLATION. FBUILDING CODE (Non High Velocity Hurricane Zone 02020 TILTECO, INC. 02020 EASTERN METAL SUPPLY, INC. RERTHA HV Accordion Shutter System F ' I L E C A. S . S .A.' H.V. MADE #1 Wi OR W/O �.� wIN�aW MADE No. 44167 American Shutter Systems / TILLIT TESTING & ENGINEERING COMPANY Inc.Ev. N DESCRIPTION DATE DRAWN BY: M.P Association. c1 OLD 17-107 2 202 DATE: 7 2 2020 + � •• STATE F � 8355 N.W. 38th. St., Ste. 305, wRGINrA GARDENS, FLORIDA 3316 / ,•'�: Phone (305)871-1530 . Fax : (305)871-1531 4268 Westraads Drive 2 DRAWING No �` e-mail: Glteco®ool.com West Palm Beach, FL 33407 3 •.'��OR1 P .•, I R A. TILLIT Jr. P.E. 4 CA-0006719 20-164 �i/ t� • • • • • • ��' WALTE ''%is TONAL ,`\\°SEAL/SIGNATURE/DATE FLORIDA Lic. # 44167 s S 7 ET OF 20 2"x2"x1/8"xO'-2- (6063—T6 ALLOY) ALUM. ANGLE W/(2) 1 /4"4 TAPCON ANCHORS TO CONCRETE (TOP/BOTTOM) & _ (4)#10x1/2" S.M.S. TO TUBE AT EACH ANGLE. MP) Q��11 OR OR ©+ OOR OR Q + 3 OR ®+O +QOR©0 ++ @2I MIN. SEPARATIO< TO GLASS (SEE SCHEDULE ON SHEET 11) L INSTALLATIONS Wf 1 HV ©OR®OR©® +0OROR Q +QOR (Al+(71 +A Ann 1+171+C%AQR HVA I, OUT 4_0 (EXTERIOR) SEE NOTES ON LOCKING RODS 3 HV LOCKS 21 or AND ALTERNATE HV LOCK ® ON SHEET 5. ** BLADE SLACK DETAIL HVF IS VALID FOR ALL CENTERMATES APPLICATION WITH BLADED EXISTING GLASS DETAILS ON SHEETS — — — — — — — — — — — — — — — — — — — — — — /�" ! -7" nva ---------------- L`V►I\II"T171/% A 1 I -j HVE `\`\`G�jj11A111, Rt�MJ��/�i'''' ®2020 TILTECO, INC. :\ 11L E C O mc. No.44 67 * : — TILLIT TESTING & ENGINEERING COMPANY STATE F 6355 N.W. 36th. St., Ste. 305; VIRGINIA GARDENS, FLORIDA 33 i�O..• P ,. Phone (305)871-1530 . Fax : (305)871-1531 `� il: tiltecocool.com 0 R l . a—maCA-0006719 �i� �(S� •' • • • • • • • WALTER A. TILLIT Jr. P.E. s>rI0NA ��SEAL/SIGNATURE/DATE FLORIDA u�. 441s7 HVC 1 OR®°R©+ 310 + @ OR ©+ 7O�®°" Q +OO EXISTING GLASS @OR & © OR F111------ MIN. SEPARATION 5 + Q 8 aR O � + � 8 ,R8 + ® O 7 OR To GLASS © (SEE SCHEDULE ®+®ORO+©OR@+@ ON SHEET 11) OR 112)+ OUT 6 1 /2" MAX. SLACK HVF** MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11) CONCRETE OR E BLOCK WALL ANCHORS 16: O.C. BUILDING CODE (Non High Velocity Hurricane Zone © 2020 EASTERN METAL SUPPLY, INC. A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 ®i." ■ "Oft " r TM Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.Y. WI W W BLADE 1 OLD 17-107 /2/202 DATE: 7/2/202( z DRAWING No 3 . 4 20-164 5. - -SHEET 6 8 OF 20 SEE END CONNECTION DETAILS ON SHEETS 10 & 18 INSTALLATION .n HV BLADE oUT go, ' IN '��°`�'"� CLASS BLADE SLACK DETAIL HVF, INDICATED ON SHEET 8, W� HD CENTERMATES ,_ • v ORO.& Ooa0°A 10 +@all AS WELL AS UNIVERSAL. FLOATING BLADE © DETAIL HOD-HVD , INDICATED ON THIS SHEET, MAY BE USED WITH THIS ALTERNATE NECTION— ®oa®+® OR INSTALLATION DETAIL HVG SHOWN -IN THIS SHEET. DETAILS ON SHEETSN10 & 8 I ©+O +©-®+O+®Oa 0,0 2%2'711 8'rz0'-2 ' ANGLES%(2)61/A40YTAPCO ANCHORS TO CONCRETE I �11 r® I---------------- (OPTIONAL) 4, (oPnoNAL)— (TOP/BOTTOM) (4)$tOxt/2�S.M.S.TO TUBE AT EACH ANGLE. (TYP) I #1Dx3/4• S.MS. O 12• O.C. FULL LENGHr. *-------- --------------------------- �� „ I N 30 HV T (4) H.V. PINS (TYP.) --------------= I (4) H.Y. PINS (TYP.) -3 -- Mw. S �ARATwN TO CUSS n 5, 3 LOCK (INSIDE) s a B.: '- 7 3/4' . 5 5 ' ( SCFTIbULE ON SHEET ,) I r -�- --- r ----= - --- 1 - --- - ------------------- -- r ----- \ 7. 1 28 29170 J- 1 IZ 35 31 oR 32 31 oR 32 : 33 31 oR 32 31 oR 32 5 : 3 OUT * SEE NOTE 6 FOR LOCK 3� 2- —1/4" 0-20 x 1 1/2" S.S.M.S. W/ 7/8" 0 x 3/32" WINGNUT. 4; * 35 (OPTIONAL) HUB—HVB OUT (Old' HDC—HNC 'T� LOCK, ON SHEEP 5. ET * HV "T" LOCK {OUTSIDE) - 26 SYMMETRICAL HD CENTERMATES SYMMETRICAL HD CENTERMATES W./ Q! LOCK -(EXTERIOR) _W Z 01 LOCK (INTERIOR), t SERIES 9444 ALUMINUM HVG* (2024-T3 ALLOY) LARGE FLANGE THIN ©°R®aa©+Oaa®aa10 +Oaa SHEET NUTSERT, PART # 0820, AS MANUFACTURED BY AVDEL CHERRY TEXTORN, PARSIPPENY, NEW JERSEY 07054 OR EQUAL -----=--------------4%------------ ®°a@+I®°a®+�on©+® o No. 441i s -o•' STATE F� HDD—HVD** FLOATING STACK @2020 TILTECO, INC. Z� 11LIE"COmc. TILLIT TESTING & ENGINEERING COMPANY �� 6355 N.W. 36th. St., Ste. 305. VIRGINIA GARDENS, FLORIDA 331 Phone : (305)871-1530 . Fox : (305)871-1531 e-mail: tiltecocaol.com CA-0006719 WALTER A. TILLri Jr. P.E. TURE/DATE FLORIDA Lic. # 44167 * SEE NOTES ON LOCKING RODS dt HD d LOCKS ON SHEET 5 ** UNIVERSAL FLOATING BLADE© DETAIL HDD-HVD IS VAUD FOR ALL CENTERMATES APPLICATIONS WITH BLADE FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone © 2020 EASTERN METAL SUPPLY, INC. AmsmSmAm American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 o G i1r ■ 11171110% n r TM' Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WINDOW BLADE T OLD 17-107 /2/202 DATE: 7/2/2020 2 DRAWING No 3 _ 20—_ 164 5 SHEET POURED CONCRETE OR POURED CONCRETE CONCRETE BLOCK WALL OR CONCRETE REQUIRED BLOCK WALL REQUIRED I. /--EXISTING GLASS CONCRETE ANCHOR ® 16" O.C.- EXISTING GLASS % 7� MIN. SEPARATION 2" MIN. TO GLASS 1 " //SCHEDULE PUN. SEPARATION SSEE SCHEDULE ON HEETr EQ . TO GLASS (SEE - 11 FOR BLADE a) AND I ON SHEEP 1/16"x3" MAX. ON SHEET 19 FOR 11 FOR BLADE QAND (6063-76) CONT. BLADES & Q� (LOCATE AT �_ ON SHEET 19 FOR BLADES (D & QA) ALUM. CLOSER PLATE. (LOCATE EITHER SIDE OFO) AT EITHER SIDE MIN a I 1/2" MIN.. °F®) #10x1/2" S.M.S.�I l Ox1 #1 /2" S M.S. ----= ® 16" O.C. t " @ 16" O.C. < -- ----- U OR mil' 10 + @OR @. @J-R&@ I END CONNECTION DETAIL 10 ANCHOR ® 16" O.C. -. - } 2" MIN. POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 1/2" MIN. END CONNECTION DETAIL 0 SEE DETAIL SIDE CONI SEE DETAIL X FOR d _ N TO SIDE CONNECTION TO TRACKS 6' + a 8' a 10 ®°" EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11 FOR BLADE (DAND ON SHEET 19 FOR —I BLADES o & a .END - CONNECTION DETAIL ZO #1 O/2" C r� ® 16" ANCHOR 12" O.C. 2" POURED CONCRETE OR CONCRETE BLOCK WA REQUIRED 1/2" MIN. POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS N. SEPARATION 0 GLASS (SEE ULE ON SHEET 11 OR BLADE (RAND ! / / - - ON SHEET 19 FOR 1/2 ES O & 46 USE 1" OR 2" MAX. I 1 - — - — - (AS APPUCABLE)x2"x1/8"xO'-2" ' ALUMINUM CUP ANGLE (6063-T5 ALLOY) AT MIDHEIGH 1 (1) #10x1/2" S.M.S. TO ® & (2)1/4"0 TAPCONS ANCHORS TO, WALL AT 1" O.C. (LOCATE AT POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED F-2" MIN EXISTING GLASS MIN. SE ON TO GLASS (SEE :I SCHEDULE ON SHEET 11 FOR BLADE AND ON SHEET 19 FOR BLADES 0 & Q/ ry :TION 1. OR ®� EITHER SIDE OF®) I Q OR ®� 1CKS L SEE DETAIL X FOR 4 a, a, 6 7 p+ 8 I i 0 + a+ SIDE TO TRACKS ONNECTION 1p +®ORO+Oaf+f oo® f® ©+ ®al + ®OR®4 ® OR END CONNECTION DETAIL 03 LL EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11 FOR BLADE CQA.ND ON SHEET 19 FOR BLADES (D& 0 END CONNECTION DETAIL ```���".,.• �. f'). �il� �'''' 02020 TILTECO, INC. ECO fNc. No. 44 16. TILLIT TESTING & ENGINEERING COMPANY STATE f 6355 N•W. 36th. St, Ste. 305, VIRGINIA GARDENS, FLORIDA 331 •• Phone (305)671-1530 . Fax : (305)871-1531 ��• , FL 0 R I . A .' \� ��e—mail: tiltecoccol.com S%oA1 ^ ,\�� WALTER A. TILLTT Jr. P.E. 'rrrrrrrlr�llt��FLORIDA uc. # a�+1s7 SEAL/SIGNATURE/DATE ®+®�®+®uNRI♦®OR _END CONNECTION _-DETAIL � REQUIRED ONLY FOR SPANS GREATER THAN 12'-0" O, OR®OR j@ OR QOR ORAAOR(qOR 1©. VIEW Y PLAN DETAIL X FLORIDA BUILDING AwSmSnAm American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 © OR®OR 0OR QOR 1 3 OR 1� OR OR@ Non High Velocity Hurricane Zon © 2020 EASTERN METAL SUPPLY, INC. O G wn 0 "Aft ■7 V TM Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WMC`DOW BLADE 1 _ OLD- 17-107 7/2/202 PATE: 7/2/2020 2 DRAWING No 4 3 20-164 5 - -- SHEET SCHEDULE ##. SCHEDULE ##2 'MAXIMUM SHUTTER SPAN*' "L+" OR "L-" (ft.). FOR INSTALLATIONS W/ I CENTERMATES. ® & ® or 0 or W/ ONE H.V. LOCK @ or ® or R or HD LOCK ® W/ NO LOCKING RODS":a or CENTERMATES ® & ® W/ ONE HV " f' LOCK ® W/TWO LOCKING RODS ® TOP & BOTTOM SEE NOTES t;tt MAXIMUM A.S.D. DESIGN PRESSURE RATING 0-3-0 (+ OR -) CONCRETE & WOOD INSTALLATIONS 0 WALL MOUNTING - FLOOR/CEILING MOUNTING L + (ft) L - (ft) L + (ft) L - (ft) 3O OR LESS,'16'-0" 16'-0" 16'-0" 16'-0" 35 14'-10" 14'-10" 15'-2" 16'-0" 40 13'-10" 13'-10" 14'-2" 15'-2" 45 13'-1" - 13'-1" 13'-4" 14'-3" 50 12'-5" 12'-5" 12'-8" 13'-7" 55 1 V-10" 1 V-10" 12'-t" 12'-11" 60 .1 V-4" 1 V-4` 1 V-7" 12'-4" _ 65 10'-10" 10'-1o" 11'-1" 11'-11" 70 10'-6" 10'-6" 10'-9" 11'-5" 75 10'-t" 10'-1" 10'-4" 1 V-1" 80 9'-10" 9'-10" 10'-0" 10'-9" 85 9'-6" 9'-8" 9'-9" 10'-5" 90 9'-3" 9'-3" 9'-5" 10'-1" 95 9,-0" 8'-9" 9'-2" W-10" 100 W-9" 8'-4" 9'-0" 9--7- 105 8'-7" 7'-11" 8'-9" 9'-4" 110 8'-4" 7'-7" 8'-7" 9'-2" 115 8'-2" 7'-3" 8'-4" W-11" 120 W-0" 6'-11" 8'-2" 8'-9" 125 7'-10" 6'-8" 8'-0" 8'-5" 130 7'-8" 6'-5" 7'-10" 8'-1" 135 7'-7" V-2" 7'-9" 7'-9" 140 7'-5" 5'-11" 7'-7" 7'-6" 145 7'-3" 5'-9" 7'-5" 7'-3" 150 7'-2" 5'-7" 7'-4" 7'-0" 155 7'-0" 5'-5" 7'-2" 6'-9" 160 V-11" 5'-2" 7'-1" 6'-7" 165 V-10" 5'-1" 7'-0" 6'-4" 170 6'-9" 4'-11" W-11" 6'-2" 175 6'-7" 4'-9" 6'-9" 6'-0" 180 6'-6" 4'-8" 6'-8" 5'-10" 185 6'-5" 4'-6" 6'-7" 5'-8" 190 6'-4" 4'-5" 6'-6" 5'-6" 195 6'-3" 4'-3" 6'-5" 5'-5"- 200 6'-2." 4'-2" 6'-4" 5'-3" 205 6'-1" 4'-1"- 6'-3". _ 5'-1" MAXIMUM SHUTTER SPAN* "L+" OR "L-" (ft.) FOR INSTALLATIONS W/,OPF30 IN CE&` ONE HV LOCK or or W/ NO LOCKING RODS (SEE NOTES t, tt) MAXIMUM A.S.D. DESIGN PRESSURE RATING (P•$•f.) (+ OR -) CONCRETE & WOOD N AL TI NS WALL MOUNTING & FLOOR/CEIUNG MOUNTING L+ (ft) L-A_ - _ 30 _ 1 is'-O" 16'-0" 35 14'-10" ', 14'-10" 40 13'-10" 13'-10" 45 13'-1" 13'-1". 50 12'-5" 12'-5" 55 11'-10" 11'-10" 60 11'-4" 11'-4" 65 10'-10" 10'-10" 70 1 W-6" 10'-5" 75 10'-1" 10'-1" 80 9'-10" 9,-10" 85 9'-6" 9'-6" 90 9'-3" _ 9'-3" 95 9'-0" W-9" 100 8'-9" 8'-4" 105 8'-7" 7'-11" 1 10 _ 8'-4" 7'-7" 115 8'-2" 7'-3" 120 8'-0" 6'-11' 125 7'-10" 6'-8" 130 7'78" 6'-5" 135 7'-7" 6'-2" 140 _ 7'-5" W-11" 145 7'-3" 5'-9" 150 7'-2" 5'-7" 155 7'-0" 5'-5" 160 W-11" 5'-2" 165 6'-10" 170 6'-9" 175 6'-7" 4'-9" 180 W-6" 4'-8" 185 6'-5" 4'-6" 190 V-4" 4'-5" 195 6'-3" 4'-3" 200 6'-2" 4'-2" 205 6'-1" -4'-1" MAXIMUM SHUTTER SPAN* "L+" OR "L-" (ft.) INSTALLATIONS W, SY METRICAL -CENTERMAJES & 0 W/ ONE HV LOCKS OR W/ NO LOCKING ODS (VALID FOR MOUNTING I1 SHEET 7) MAXIMUM CONCRETE A.S.D. DESIGN INSTALLATIONS PRESSURE E FLOOR/CEILING MOUNTING (p.s.f.) OR (+ OR -) FLOOR ALL MbUNT1NG L + _(ft) L - (ft) _ - 30 16'-0" 16'-0" 35 15'-2" 16'-10" 40 14'-2" 15'-2" 45 13'-4" 14'-3" 50 12'-3" 55 1 V-1" 11'-11" 60 10'-2" 10'-11 " 65 9'-5„ 10'-1" 70 8'-9" 9-4" -75 - 8,-9" CZ 55f No. 4 41 STAtl..1 FCL ,WGSIGNATURE/D INSTALLATION LEG -END CONCRETE & MANSORY WOOD WALL MOUNTING A, B. C, D, E, F, K & L M, N, 0, P, Q, R, S, & V. FLOOR/CEILING MOUNTING G, H, 1, 11, J & M T, U, W & X 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. tt EXCEPT THAT MAXIMUM SHUTTER SPAN "L+" OR "L-" AND MAXIMUM A.S.D. DESING 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'-0" SPAN, SEE MOUNTING MOON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 " j-HV BLADE, @2020 TILTECO, INC. 111 L E C O TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 35th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33 Phone : (305)871-1530 . Fox : (3(35)871-1531 e-mail: tiltecocool.com CA-0006719 WALTER A. TILLIT Jr. P.E. TE FLORIDA Lite. # 44167 (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/BOTTOM) OR FLOOR/CEIUNG: 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 SPAN 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: Lt+= 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/CEILING MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN "L1+", "L2+", 11-" AND 12-" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR SPACING. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zon 02020 EASTERN METAL SUPPLY, INC. A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach,' FL 33407 Beam" ■ r7N n V TM Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WINDOW BLADE 1 OLD 17-107 /2/202 DATE:- 7/2/2020 2 DRAWING No 3 4 20-164 5 SHEET 6 I -AmnK � Rf �.WALL HEADER mouNnNG MOUNTING 10. r •., 0.v •• � 1 10.7R 7 '•0.V, •i .-�, 1 ID.-r 7 •.3.\ 1 10.1. • .. .. . / /S.r S ].\ •. ommomEmIMEM mmm®mE' lmo mmmmmlmEME Omni0 �fiY / MM®mIMIM ' .�.,��������' ®®�D�AO� • ®®�®000� �®m00A0� ®®�0��0� m®m00�00 �DD�O��® - ®®movvl�ol �®m�nnl�m m®I�DDDOA m®m100�00 mmmvonos� n0009m�� �®a•�Iv��iv �®�0��� �®��Ilf��O� ®�E1�mo1C� �®��10®®®��� ©®®�. �®mlo■Iv�avv Q�II®Iml00nl�o1 mmm00�100 mmmEa�r�ono �mmor��■r�� �®ivm�omm �mm�v�vo m®miil,�vvAl ®®mm = Al " ®m®m o>om�mev®® ®®mv�®®ol asmmlEavv®� �mmivvvvol rlvm�®osaot®�ml>�®®®m®iv��l®��®® UJI®EMAO®®® 021011100HM® lAmm"""mO ®mE>• DO®.Il�I�mmtt70�� B®RE""==� mlm��o�s®� I�®mtvavm®®mm����Av �m�A0i01C■0 ®I�mvv®vol ma�n000®m�i• , �mQ•710�00 mmm�volol� �®�' via ©� �®m®vooto �I®m��l®®ol m�mm�®® M®MM®©®® M®IMMEEKO®® "mom" ®0 0�0®0�®®�mmQ'��0®®®� m= ®"MEOMMM ""MMMEM 0 �m�0�000 �m�00�001 m00�0®�mQ' , EA®MEMEN . rsa®m • ollvoo m®mom®doll m�mvv®®al �m�l®o®®®Ii�!®mla®v®ot ®lalnlm�o© ivmmAl®0A0 ftilmmO�Oolo1 �mm0®0v0 �®®oolol�ol m®®[�o101v0 ��®iOF�OR'a® �®ma00®®®®���®0®mmQ•�DO®®� ��®®®® ®lib!®m�00®10 �mm�®�Im® ®�®®ololol �mmm®ololii �®m00molol i0m0ol�o1®C� mmm®© of Om�mm®� , AR""®® ®1�01v000 mmm0�000,a!®mO10000 �m0v0�m� �m®®v0®®��®®®®®0 . m®A®® MUM �mmQlololdol l�mis0olol0l0l mmiaO0l0®�t7m���©0 �®®m0®O®®®�® v0 ®m00m0 ��®®®®�■� �1�31�®moommmmtaEio®�® ®®®®®oil®o �®vv®vvo m®vlvl�a®®v �m®ot®votot v�vvoot® DIt��®®®®Iv iL�®ololololol ��m00v0� oliiolololol6!®molmOmO�®o1vOm®®.�®mi7C�vils�mm�mm®0® , ���®®Ool� mmol0®ol0l �®� of®oii �mmolol® ®�� ®®000 ml®®®®mo�a �®v�il�a®®®mm®oev®ot� I�md�00vo1 i��m�lom�v no®®108®0 ®vvvom®�®®om®®®®®I�®olio)®®Ili®®® >ca® lf�®®omvol 000©lom®Ili wwom�o ®®ov�ol�o �®o�o�m®�mv®off®ia� °i®olomotot� �l000®oo� ' � I� o�l al ¢>tololoca�avry ®Avvoly �®ololol 0® ®0vof00®�®ol®olol ®I'i'�0�®®0®0l I'>►�m®mA®Old E>rl�•- ®®®®®ol molol0vii ®®®®®�010 ®®olii®0®i7 ®001o1®®ii ®®®©00®0 MQil®Om®l00 am ®�aoo mvovovl� �ot000totiav mool�aol ® moll®�aouvly� = oo®m A®A®®�0000®®� �®�00111110 KIM11121=111111M INS ®®®®0��®�0� �olotvolmolol mol®vvololol mololiiolololoA ®0lol0oiot®ii ®olol®®�®® l�®mmmmm m o® ®I�alo moatoliaram®moo ® ®ol ml0®rcamv® o®o�®®lv®= om®m mo . • ��0��®0®�®A�®�0®.m®0�0�00 �v00a�a� �v0®�000 Ohm®o�Me e1;gt"i1�i. f,�° °i `` ' EN No. 441 -o'• STATE 8 �/0W'SEAL/SIGNATURE/DATE 02020 TILTECO, INC. .IL I EC O INc. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St, Ste. 305, VIRGINIA GARDENS, FLORIDA 331 Phone : (305)871-1530 . Fax : (305)871-1531 e—mail: tilteco®ool.com CA-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lie. # 44167 TAPCON OR TAPCON WITH ADVANCED T_H_READFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP TAPPER+ * SEE ANCHOR SPECIFICATIONS ON SHEET 13 ♦ SEE LIMITATIONS OF USE FOR BLADE 1A ON SHEET 19 QHV BLADE OR C1� HV BLADE. W/ HV. WINDOW BLADE WORKING IN_._UNISON AIZ-o-SmAn American Shutter Systems Association, Inc. 4263 Westroads Drive West Palm Beach, FL 33407 (Non High Velocity Hurricane Zon 02020 EASTERN METAL SUPPLY, INC. Accordion Shutter System H.V. RAX #1 W/ OR W/O H.V. WINDaW BLADE 1 OLD 17-107 7/2/2020 DATE: 7/2/2020 2 DRAWING No 3 ' 4' - 20-164 5 SHEET 6 1 12 OF 20 (SEE MOUNTINGS E, G, & H ON SHEETS 6 & AN 1. ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED CONTXi WCO =IlE BLOCK POURm CONCRIErE MAXIMUM SPAN @WALL SILL MOUNTING © CEILING MOUNTING QH FLOOR MOUNTING (ft) kS.D. DESIGN NEGATNE PRESSURE RATING (per :.D., DESIGN NEGAINE PRESSURE RATING kS.D. DESIGN NF.GATNE PRESSURE RATING &O 30140 60 75 90 120 160 205 30140 60 75 90 120 160 205 30, 40 60 75 90 120 160 205 10 '9 8 8 6 5.5' 14 12 10" 9 "8 8 6 8 14 12 10 9 8 8- 6 6 3'-0' t14 r12 10. 9 8 8 6 6 14 12 10 9 B 8 6 6 14 12 10 9 8 8. 66 OR LESS 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 5 14 10 9 8 8 6 7 14 12 10 9 8 8 6 6 '14 12. 10 9 8 8 6 6' 14 12 10 1,9 1 8 1 7 5.5 3;5 14 12 10 9 8 8 . 6 6 14 12 10 9 • 8 8 6 .5 ,14 12 10 1 9 1 8 1 8 6 6 14 12 10 9 8 8 6 6 14 12 t0 9 8 8 6 5.5' 14 12 10 1 9 1 8 1 8, 6., 4 14 12, 10 9 8 8 6 4.5 14 12 10. 9 1 8 6 4 3.5 14. 12 10 9 '8 1 8 6 4.5 14 12 10 9 8 8 6 5.5 14 12 10 9 8 8 1 6 14.51 14' 12' 10 '9 7.5 5.5 3.5 - 14 '12 10 9 '8 'S 5 5 14 '12 10 -9 8- 7'5.5 4 5'-0' 14 12 10 9 8 8 - 6 6 , 14 12 10 9 8 B 6 5.5 14 12 10 9 ' 8 8 6 4.5 14 12 10 9 8 7 4 - 14 12 10, 9 8 6.5 5 3.5 14 12 10: 8 6.5 5 3.5 3 14 112 10 9 8 7.5 '4:5 _ '14. 12 10 9 8 8 1 6 4.5'_ 14 12 10 9 8 6 . 4.5 3.75 14 12 9.5 7.5 6.5 4.5 - -, :14' 12 10. 9 '8 7.5 5.5 4 14 12 110 9 8 6 4.5 -3.5 6'-0" 14 12 10 9 8 8 . 6 - '14 12 10 9 8 8 6 5 14 12 10' 9 8 6.5 5 3.5 14 12 10 1 9 17.5 5.5 3 1- '14 12 10 8.5 7 5.5 4 3 14 12 8 6.5 5.5 .4 3 - 14 12 10 9 8 -6 - - 14 112, 10, 9- 8 6.5 5. 3.75 14 ,12 10 8.5 8 .5 4, - 14 12 8 6.5 5.5 3 - - 14 12 10 9 8 6.5 4.5 3.5 14 12 10 8 -7 5 3.5 3' 7'-0' 14 12 -10 9 ' 8 8 - - 14 12 10 9 8 . 7 5 4 14 .12 10 9 7.5 5.5 4 3 '14 12 10 8 6.5 4 - - 14 12 9 7.5 6 4.5 3.5 - 14 10.5 7 5.5 4.5 3.5 - - 14 12 10 8.5 7 4 - = 14 12 10 9 7.5 5.5 4 - 14 12 1 9 7 17.5 4:5; - - 14 11- 7 5.5 4.5 - - -. 14 12 10 9 7.5 5.5 4 - 14 12 9 7 6 14.5 3 .. - 8.-0" 14 12 10 1 9 8 6.5 - - .14 12 10 9 B 6 4 - 14 12 10 8 6.5 5 3.5 - 14 12 8.5 7 5.5 3 - - 14 12 8 6.5 5.5 4 3 - 12.5 9.5 6 5 4 3 - - 14 12 9.5. 7 5 6 - - - 14 .12 9.5 8 :. 6.5 5 - - . 14 -12 8 6 6.5 . 4 - - 13 9.5 6.5 5 3.5 - - - 14 12 10 8 6.5 5 - - ,14 12 8 6.5 5 4 - - 9'-0"1 14 12 10, 9 8 - - - 14 12 10 9 ' 7.5 4.5 = - 14 '12 8.5 7 5.54 - - 14 11.5 7.5_ 8 4 - -_ - 14 1.1 7 5.5 5 3.5 - - 11 1 8 15.5 4.5. 3.5 - - 14 12 8 6.5 4.5 - - 14 12 8.5 7 5.5 4 - - 14 10.5 7 5.5 6 4.5 - - 1.5 8.5 5.5 4 - 1- - - 14 '12 9 7 6 4.5 - -' 14 11 7 5.5 4.5 3.5 - - 10'-0" -14 12 10 9 7.5 - - _- 14 12 10 8- 6.5 5 - - 14 12 8 6 5 4 . - - 14 10.5 7 5 3.5 - - - 13 19.5 6.5' 5 4 3 - - 10 7.5 5 4 3 - - .14 11- 7.5 5.5 - - - - 14 11.5 9 6 5 4 - - 12.5 9.5 6 _5_ 4 4 - - 10.5 8 5 - - - - - '14 '12 8 6.5 5.5 4 - - 113 10 6,5 5 4 3 - 11'-0" .14 12 10 1- - - - -' '14 12 9 7 ' 6 '4.5 - I - 114 10.5 7 5.5_ 4.5 3.5 - 12.5 9.5 5 - .- - - - 12. 9 6 . 4.5 4 1 3 - - 1,9 7 .4.5 3.5_ 3 - 14 10 7 - - - - - '14 10.5 7 5.5 4.5 - - - 1.5 85 5.5 4.5 13.75 - - - 9.5 7- 4.5 - - - - - 14 1,1.5 7.5" 6 5 ' - - - 12 9 6 4.5 4 - - - " 1 2 -0' 14 12 10 - - _- 14 12 8 6.5 5.5 - - - 13 10. 6.5 5' 4 111.5.8.5 4.5- - - - - - 11 8 5.5 4 3.5 - - - 8 6 4 3 - - - F3.51 9.5 6 - - - - =" 13 9:5 6.51 5. 4 - - - , 0.5 L 8 5 - 4 - - - - 9 6.5 - - - - - - . 14 10:5 . 7 5.5 4.5 - - - 11 8.5 5.5 4.5 3.5 - - - 13'-0' 14 12 - - - - - - 14 11.5 7.5 6 5 - - - 12 9 6 4.5 4 - - 0.5 8 - - - - - - 10 7.5 5 4 3 - 17.515.5 4 1 3 - I - - I- 2.5 5.5 - - - - - - .12 9 .6 4.5 4 - - - 19.5 -7 5 4: - - - '8 6 - - - - - -' 13 9.5 6.5 5 - 0.5'7.5 5 4 - - - - 14'-0" 14 12 - - - - - - 14 10.5 7 5.5 - - - - 11 8.5 5.5 4.5.- 10 7. 5 - - - - - - 9 7 4.5 3.5 - - - - 7 5 3.5 3 - - - 1.5 58 - - - - - _ 11 8 5.5 4.51 - - - - 9 6.5 4.5'- 7.5 - - - - -_ - - 12 9 . 6 . - - - - - 9.5 7 4.5 - - - - 15'-0- 14 - - - - - - - 3:5 10 6.5 - - - - 10.5 8 5 - - - - - 9 - - - - - - - = 85 6.5 4 - - - - - " 6.5 5 1 3 - - - - - 110 - - - - - - -' 0.51--2.5 .8_. 5 - - - - - 8.5 6 4 - - - - 7 - - - - - - 8.5 5.5 - - - - - 9 6.5 4.5 - - - - - 16'-0" -14 - - - - - - 9.5 6 - - - - 10 7.5 5 6 4 - - - - 6 4.5 39.5 - - - - - - 7 1 5 - - - - - 8 6 4 - - - - - EA a No. 44 STATE ''•,�.��;..'��0RI TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP W/ CAP TAPPER+ ♦ SEE UMRATIONS OF USE FOR BLADE 9 ON SHEET 19 BLADEHV OR 1 HV BLADE W/ WINDOW BLADE WORKING IN UNISON (A) TO EXISTING POURED CONCRETE: (Min. f'c - 3 ksi) - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX. (Min. f'c = 3 ksi) - 1/4"0 x 3/4- ALL POINTS SOLID -SET ANCHORS, AS DISTRIBUTED BY -ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. (Min. f'c = 3 ksi) - 1/4"0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. (Min. f'c = 2 kai) - 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. (Min. Vc = 3 k9i) NOTES: A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON 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-. A.2) MINIMUM EMBEDMENT OF 1/4"0 x 3/4" ALL POINTS SOLID -SET ANCHORS SHALL BE 7/8" INTO THE POURED CONCRETE NO EMBEDMENT 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 SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1) & A.2) ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR 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. BUILDEX. - 1/4"0 x 3/4" ALL POINTS SOLID -SET 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 SHALL 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. 8.3) 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 EIFS 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 DISTANCE_ VERSUS SPACING SCHEDULE _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 ACTUAL EDGE TAPCON TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINT SOLID SET BLUE TAP W/ CAP TAPPER + MIN. SPACING DICTANCE - E.D. MIN. SPACING = 3" MIN. SPACING = 3" MIN. SPACING = 3 1/2' MIN. SPACING = 3" 3 3/4" 4" POURED CONCRETE & P0UFED CODE ODNCRE.IE BLOCK POURED CONCRETE & POURED CONCRETE & POURED O IE t�OCK CONCRETE BLOCK MN. ED. = 3' WN. ER = 3 1/2' NN. ED. - 2 1/2' CONCRETE BLOCK MN. E.D. = 3 1 & CONCRETE BLOCK MN. ED. = 3' MR ED. - 3. 11T MN. ER = 2 1/2' 3' 1.0- 0.90 1.0 0.78 1.0 0.84 1.0 2 1/2- . - 0.81 1.0 - - 0.67 1.0 2" - 0.71 - - - 0.51 - 1 3/4" - 0.91 - - - 0.43 _ 1 1 /2" 0.35 - - - - 0.35 - PI�� ��i/'/' 02020 TILTECO, INC. Sic • _ '- _ �- 1I Eco 67 tNc. TILLIT TESTING & ENGINEERING COMPANY )F 6355 N.W. 36th. St, Ste. 305, VIRGINIA GARDENS, FLORIDA 331 .; ,� Phone : (305)871-1530 . Fax : (305)871-1531 �P. ,• e-mail: tiltecocool.com `\` CA-0006719 WALTER A. TILLIT Jr. P.E. CAI IC-Ir1AIATI Inr In ATr• FLORIDA Lic. # 44167 RORIDA BUILDING CODE (Non High Velocity Hurricane 02020 EASTERN METAL SUPPLY, INC. AwSmSsAn American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 ■ "Oft " r TM Accordion Shutter System H.V. BLADE #1 W/ OR W/o H.V. WINDOW BLADE REV. N . - DESCRIPTION DATE DRAWN W-_ M.P 1 OLD 17-107 /2/202 DATE: 7/2/2020 3 DRAWING No 4 zo-164 5 SHEET �.JRRIIIII I i7A41111=44*� 11 Zi ITTVIK91MI: 1. 901 Zia] I zW1411j,1i1lk1[tR Ci;� NOTOM03 :110:74147,01z IN I OR, G. POURED CONCRETE _ - POURED CONCRETE OONCRETE BLOCK MAIDMUII 1 WAUC OVER & , Ii TRENCH - ORAINGUARD MOUNTING QK WALL/FLOOR MOUNTING ©WALL/WALK OVER MOUNTING SPAN (ft) D DESIGN NEGATNE PRESSURE R1ITDIG ,• : A S.D. DESIGN NEGATIVE PRESSURE RATING 5 D. DESH91 NEGATNE PRESSURE RATING - . D. DESIGN NMTNE. PRESSURE RATING 30 40 60 75 90 120 160 205 30 40, 60 75 190 126.1 160 205 W 40 60, 75 90 ,120180 20$ 30 40 60 75 90.120.160 105 14 12 10 9 8 8 6 6 12 12 12 12 12 .1.5 8.5 6.5 '7 7 7 7 -7.. 7 7 5.5 5 5 5 5 -5- 5- ,5 5 - 3'-On 14 12 10 9 8 8 6 6 12 12 12 12 12 12 9.5, 7 7 7 7 7 7' 7 7 7 5 5 5 5 5' 5 5' 5 R LESS 14 12 10 9- 8 - 8 6 6 12 12 ' 12, 12 0.5 8 6 4.5' 7 7 .7 7- 7 .7 7 . 6.5 _5 •5 5 5, 5 . _5. 5 5 - .14 12 ,10. 9-. 8 8 _6 6 12 12. 12 12 ,12, 10-17.5 _6__ _7 7 7 -7 7-..7__7 - 7 5 5 5 5 5 5 5 '5 14 12 10 9 8 8 6 6 12 12 12 12 11.5 S5 6.5 5 -7 7 7 7 7 :7 5.5 4 5 - - 5- _5 - 5 '5 5 5 4 14 12 10 9 8 8 "6 6 12 12 12-. 12 12 9.5 7 . 5.5 :7 7 _7 7 7. '. 7 7-- 7 8 5 5 5_ 5 5 . _ 5 5 4'-0' 14 •12 10 9 8 8 6_ 6 12 1212:9.5 8 6 4.5 3.5 _.7 '7 7 7 7. .7-:6.5 5 5 5 5 5 5 5 5 5 14 12 10- 9 8. 8 6 6 12 12 12 12 '10 7.5 5.5 4. 7 '7 7 7 7 7 '7 '5.5' 5' 5 5 5 5 5:_5 5 14' '12--10-"9 -8- -8 6 "6 12 12 12 _11_ -9 7 !_5_ 4 '7-.''7 "7 7 7 5.5 ,4 3= 5 _ 5 5 .5 5 5" 4: -3 14 12 _10 9 8 8 S. 6 12_ 121 12 12 10 7.5 5.5 4,; 7 7_ -7 7. 7 7, 7 7 5 5 5 5 5 5 5 5 5,-Dn 14 ;12 10 9 8 8 6 6 12 12 9.5 7.5 6 4.5 3.5 - 7 17 7 7- 7'' 7' 5 3.5 5- 5 -5- 5 5 5 5- 4 14' ;12 10 .9 8 8 6 6 `12 12 12 9.5 8 6 4.5 -_ '7 7 '7 7 7.. 7 5.5. 4_ 5 .,5_-.5 5 5 5 5 4 14, 12 10 9 8 8 6. 5 12 112 fl.5 9 +7.5 5.5 4 3 7 7 .7- 7 7 4.5 3.5 - 5 5 5 ,5 5 i4.5 3.5 - 14 12 '10 9 8 8 6 6 12 12 12 10 :8 6 4.5 .3.5.7 7 7 7 7 7 7 7- 5 5- 5 5 5 5-15- 5 6,-On 14 12 10 9 8 8 6- 6 12 12 8 6_ '5 4 3 - 7 "7 7 7. 7,:5.5 "4 - 5 5 "5 5, 5 5_ 1 4_ 3_ 14, 12. 10 .9- 8 - 8._-8 6 12 12 10! 8 6.5 5. 175, _-.:7 .7 7 7_ -7 6 4.5_ - 5 5 5 5 �5 5 4.5 - 14 12 510 9 8 8 6 6 '12 12 10' 8 6.5 5 3.5 =' 7 7 -7 6.5 5.5' 4 '_ = 5 5-`-5-'5 5 4 3 -" 14 12 10---9 8 8 -6- '6-- 12 12 12 - 8.5 -7 ' 5 4 3 7 7 7. 7 7- 7 7 6 5 5 5 i 5 5 5- 5_ 5 7,-On 14 12 10 9_ 8_ 8 6 6 12 --10 8.5 5 4.5 3 - - '7 7 7 7 '6.5' S_. 3 "- 5 5 , 5 „5 5 5 3.5 3 14.12.10 9 8 -8 _6',6 12 12 8.5 7 5.5 4-- 7''7 7 7 7 5 -- - 5 5 5 5- 5 5 4 - 14' 12 10 `9 8 8 -6 _ 12 `12 8.5 7 5.5" 4 1 3 -- 7 7, 7 5.5 4.5' 3 _ .- 5__ 5 5 `5_;4.5 3.5 - - 14 12 10 . 9 8_ 8 6_ - _12 _12 0.5- 7.5 6 4.5 3.5 -- 7 7 7 7 7. , 7 -. 7 4 5 5 5 5 5 5 5 5 14. 12 10 9 8 8 6 - 12 9 6 4.5 4 3 - - 7 7 7 7 _5.5 4 _ -'- 5 5 5 5 5- 4 3 14 12 '10 - 9 8 8 6 . ,= 12 .11 7.5 __6 5 .75 - - , 7 7 7 7.5 6 ; 4.5; - , = 5 5_ -:5. __5- - 5 4.5, - - 14 12 .10 19 . 8 8 - - _12 1.5 7.5. _6-_ 5 3.5 - - 7. 7 6Z 5 4 . - . -..- -- 5 5 5 5 4 ,3 - - 14 . 12 10 9 8 8 - - '12 ,12 9.5 6.5 5.5 4 3 - 7 7 7 7 7 7 6 3 5 5 5 5 5 5 5 5 9'-0" 14 12 10" 9 8 8 10.5 8 -5 4 3.5 - - = 7 7 _7 -6 5 '3.5 - - V 5 5 .5, '5 -4_ 3 14. 12 10 :9-18 8 - - 12 .10 6.5 5-4.5 .- - -_ -7- 7 .7 6.5..5.5 - -_ - 5- 5 _ b 5 5 4 - 14 12 10 9 '8 8 - - '12 10.5 7 5.5' 4.5 3.5 - - ' 7 7 5.5 4.5 35 - - `_ ,5 5 ­5 t 4.5 '3.5 - n 14 12 10 9 8 8 - --12 1.1-8.5' 6- 5 3.5 - -, 7 7 7 7 7 7 4.5 - 5 5 5' 5-'5 ..5. 5 4.5 10 -0 14 12 10 9 1 8 8 - - - 9.5 _7 4.5, 3.5' - 3 - - - 7 --7 7 5.5 -4.5- - - 5 5 '5 5 14.5 3.5 - - 14, 12 10 ,9 8 8 - - ;12 9 6 5 4 - - - 7 7 7 6 5 - - - 5 5' 5 4.5.'5 - - 14 12 10 '-9-' 8 8 = -' 12" 9.5 6` 5 4 i.3 - - 7 7 5 4 3 - - - 5 5- -5 4 3.5 14 12. 10 9 - .8 - _8 - .-. 12-10 7 5.5 4.5 3.5 -- - 7 : 7 7 7-_ 7 7 3.5 '- 5 5 .5 -5 5 5 5 4 14, 12 10 9 8 8 - - 8.5 6.5 4 3.5 3 - - - 7 7 6 5 4 - -- - ,5 5' -5 5 4- 3 - 14 12 to- ° 9 8 8 - = 11 " B b.5 -4 - - - - - 7 7 7 '5.5 4.5 - - -_ .5 5 -6- 5= ,4.5 - - c 14 12 10 9 8 11.5 8.5 5.5 4.5. 3.5 - - - 7 7 . 4;5 3.5 - - - - 5 5 4.5 3.5 3- - - - 12 10 9 8 - - - 12 9.5 6.5 5 4 3 .- - 7 7 7 7 7 6 3 - 5 -5 :5' 5 JS 1 5 4.5 3.5` 12'-0--14- 14 12 10 -9 8 = _ - 8 - 6 4 3 - - . _ - _ 7 7 5.5 4.5 3.5 -- -., - -5 5 5 . 4.5 1.4 3 - _ 14 ..12 10 9 B - _ - ._10 7.5 5 4 - - -- _7-. T 6 , :.5 - - - - 5_ 5. 5 . 5 : 4 - - - 14 12 10 9 8 - - - 10.5 8 5 4 3.5 - - - 7-6.5"4.5 3.5 - - - = 5 5 4.5 3.5-"3 = - - 14 12 10" 9 8 - -f 1.5 8.5 "6- 4.5. 3.5, .3 - - 7 7 7 7___ 7"' 4.5 =' - 5 5 5 5' 5 ..5 4.5 3.5 13'-0" 14 12, 10 9 8 - - - 7 5.5 3.5 _3 - - - 7 7 _ 5 _ 4 3 - - 5 5 5 4 3- 14 -12- 10 9 8 - - - 19 7 4.5`. .75 - - - - 7 7 55 4.5 - - "- - i5 5 5 4.5 4 - - 14 12--10_-9 _ __ _ =.10 7.5 5 4 3,.-- - _ 7 6. 4 3 .- _ - - `5 ,5 -4;_ 3_ - - - - 14 12 10 9 - _- - - . .0.5 8 5.5, 4 3.5 '-, . - - 7 7 7 7 . 7 4 - - 5 5 5 5 5 5 4 3 14'-0" 14 12, 10 9 - - - - 6.5 5 3 - - - - - 7 7 5 3.5 - - - - 5 5 1 5 -4 - 14 12 10 9 - - _ -_ 84 6.5. 4 - _ - -- '- 7.. 7 i 5 4 - -" - -. .5 5 5., 4 14 12: 10 - -_ - _ - .9 . 7 4.5 3.5 __3 - - - 7 5:5 3.5.. - - - - - 5 ,5- 14 12 10 - - - - - 110 7.5 5 4 1 3 - - - 7 7 7 7 7 3.5 - - 5 '5 5 5 5 -5 -4 3 15'-0" 14 12 10' - _ - - - '6 4.5 3 -_ - - - - 7 7 4.5 3 - - - -- 5 5 4.5 3.5 - - 14 12 10 .-_, -. _-.- _-. -. -8 6 4 - --_ - _ -_ - .7..7_: 5 . - - - - -; .5. 5 5 4 - - - - 10 - - - - 8.5 6.5 4 3.5 - - - 7 5.5 3.5' - - - - - " -5 5 3.5 - '= - - - - 12 10 - - - - - 9.5 7 4.5 3.5 3 - - _ - _ 7 7 7 7 ' 6 3 - - 5 5 5 5 5 16'-On L1412 12 10 - - - - -_ 6 4.5 3 - - - - - 7 6.5 4. - - - - - •5 5 4 12 . _10. - - - - - 7.5 5.5 :75 - - - - - 7 7 4 5' - - - - - 5 5 4.5 EN F'• ;���''s No. 44167 - c '• STATE F 0.�' ,FC0R1 P 7sN1111p11i 1 '. SEAL/SIGNATURE 02020 TILTECO, INC. To: Et0,Nc. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St, Ste. 305, VIRGINIA GARDENS, FLORIDA 33 Phone : (305)871-1530 . Fax : (305)871-1531 e-mail: tilteco0ool.com CA-0006719 WALTER A. TILUT Jr. P.E. TE FLORIDA Lie. # 44167 TAPCON -OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP TAPPER+ * SEE ANCHOR SPECIFICATIONS ON SHEET 13 0 VALID 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 AmSmSwAm American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 J n High Velocity Hurricane Zone © 2020 EASTERN METAL SUPPLY, INC. P r■n R ■ ■ LM r■' V TM Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. 1Mt`®(7W BLADE REV. -N DESCRIPTION DATE DRAWN E1Y: M.P 1 OLD 17-1.07_ /2/202, DATE: 7/2/2020 2. DRAWING No 3 20--164 5 SHEET MAXIMUM GIVEN A.S.D. MAX. DESIGN PRESSURE SHUTTER RATING SPAN, NEGATIVE (ps•f.) AND' CORRESPONDING MAXIMUM A.S.D. DESIGN PRESSURE RATING AND (SEE MOUNTINGS ON SHEETS 16 & 17). ANCHOR A CORRESPONDING SPACING (in.) MOUNTING SCHEDULE TYPE. FOR A !EE; U E-3!EES-TF;SOUTHATE MawMUM SOUTHERN PINE No. 2 W/ MIN. G=0.55, DOUGLAS FIR W/ MIN. G=0.50 SPRUCE PINE FIR NORTH W/ MIN. G=0.43 SPRUCE PINE FIR SOUTH W/ MIN. G=0.36 1 /2" MIN. CDX PLYWOOD 2 W/ MIN. GN"0.55 � DOUGLAS F1R W/ MIN. G=0.50 SPRUCE PINE FIR NORTH W/ MIN. G=0.43 SPRUCE PINE FIR SOUTH W ' MIN. G=0.36 SPAN (ft) WALL MOUNTINGS M, N, 0 & R CEILING MOUNT T FLOOR MOUNTINGS W& X WALL MOUNTINGS M, N, 0 & R CEILING MOUNT T FLOOR MOUNTINGS W& X WALL MOUNTINGS M, N, 0 & R CEILING MOUNT T FLOOR MOUNTINGS W& X WALL MOUNTINGS P& Q B.O. WALL MOUNTINGS S& V B.O. WALL MOUNTINGS S& V B.O. WALL MOUNTINGS S& V ka MM NI1;m R>mUAE WN (w) ksa MM WAK R5S1>liE RANG (pst) , . MM WAK RiiS R ME (psi M OR WAK Raw RANG w MR IEFAThE R1fA11FE ME a 01: w IE(i6hi:11i13SE RANG (pd) w Ma IEOK WN (4 (d1Ql RBGt1NE RZE31K RANG W `.0 IE9RI N[GAIAE R13AE RANG (psQw OT341I N8i0NE PIi5516E RANG jp4 30'40. 60 75190 05 30 40 60.75 90 05 30 40 60 75.90 05 30 40 60 75 90 05 30.40, 60 75 90 105 30 40 60 75 .90 05 30'40 60 75 90 05 30 40 60 75 90 05 30.40 60 75:90- 05 30 40 60 75 90 05 '=0'OR LESS 12 110 -10 9 8 .8--;6 6 6' 6 6 6 12 110 1019 8 18 6 6 6 6 6" :"6 12 10 1019 -,8. 8 16 6 6 6 6 -6. 6' 5 "4 4 4 -3 12'12- 12 112` 12. 12; 12 12 12- 12: 12' 12 12"12 12`12'!12 12' 4'-0" 1211.0 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 -6 6 6 6 ,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 12 12 5'-0" 12 110 10 9 8 8 6 6 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- 41 4 4 3 12 12 12 12 12 12 .12 12 12 12 12 12' 12 12 12 12 12 0.51 6' -0" 12 10" 10, 9 _8 6.5 6 6 6" 6 5.5 4.5 12 10 10 9 8 5 .6 6 6 �.5, 5' 4.5. 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. 1Z' _12 12 1'2 12 ; 12 12 12' 12 12 : 12 10' 8.5, 7'-0" 12 10 10 9 6.5 , 4 6 6 6; .5 4.5 _4 12 10 10 9 5 , 3 6 16 1 6 5 4 13.5 12 10 10, 7 3.5 - 6 16 6 5 14_ 3.5 6 5 4 4 ;- - 12 12 12 , 12 12 12 '12 112 112 12 12 10. 12 12 112 10.5 8.5 7.5 8'-0" 12 10 10 7.5 '_,4,,5 3 6 6 6 5 4 3.5 12 10 10,6 3.5 - 6 6 5 4.5 3.5 3 12 10 10 4 - , - 5 6 5 4.5 3.5 3 6 5 4 - - - 12 12 . 12 12 , 12 ' 12 12 12 12 12 11 9.5 12 12 11.5 9 7.5 6.5 9'-0" 12 10 10 5 15 - 6 6 5.5 .5 3.5 3 12 10 1 914 - - 6 6 4.5 4 3 3 1'2 10'. 4' 3 - - 6 6 4.5 4 3 3 6 15 1.3.5 - - - 12 12 12 , 12. 12, 10.1c 12 12 12 11.5 9.5. 8.5 12 12 10 8 6.6 5.5 10' -0' _._ 12 10 7.5 4. _--_ 1- 6 6 5 4 3 - 12 10 6 , 3 - - 6 6_ 4 3 .5" 3-- - 12 10. 3' - =_ "=` 6 ' 6 4 3.5 , 3 = 5 5 _ -- = _ ,= "- 12 12 12 12 1.5 9.5 "12- 12 12 10 8.5 7.5 12 12 -9 7 ' 6 5: 11'-0" 12 10 5.5 - -_ -" _6 _ 6 4.5 - - - 12 10 4.5 - _; - - 6 5.5 3.5 - - - 12 10 -' - - - 6 5.5 4 - - - 6 5 - - - 12 12 12 12 10 8.5 12 12 12 9.5 8 7 12 12 8 6.5 5.5 4.5 12'-0" 12 10 4.5 - - - 6 6 4 - - - 12 10 3.5 - - - 6 5 3.5 - - - 12 10 - - - - 6 5 3.5 - - 6 5 - - - - 12 12 12 11.5 9.5 8 "' 12 1'2 11 8.5 7 6 12 11.57.5 6 5 4 13'--0" 12 10 - - - - 6 6 - - - - 12 10 - - - - 6 14.51 - - - - 12 7.5 - - - - 6 , 4.5 - - - - 6 4.5 - - - - 12 12 12185..' 7.5 12 12 10, 8 ". 6.5 5.5 12 0,5 7 5.5 4.5 4, 14'-0" 12 10 -. - - "- 6. 5:5 _= - - - 12 7 - - = - 5.5 4.5 - = - "- 12 7 - - - - .5 4.5 - 6 3 - - - - 12 T2 8 6 12 12 9.5 7,5 6 4.5 12 9:5 6.5 5 4, 3 15'-0" 12 - - - - -_.6 - - - - - 12 - - - - _- 5 - - - - - 12 - - - - - 5 - - 1_j 6 - - - - - 12 12 7.5 5 1z 12 8.56 4 12 9 6 5; 416'-0" 12 - - - - - ! 6 - - - - 12 - - - - - 5 - - - - 1.5 - - - - - 5 - - 6 . - - - - - 12 12 6.5. 4. 12 12 8 fi.5 5 3 - 1.58.5 HV BLADE O_R_ .1) HV BLADE W/ HV WINDOW BLADE- WORKING IN UNISON+ ♦ SEE LIMITATIONS OF USE FOR BLADE (BON SHEET 19 ♦ NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES, 1. ANCHORS TO WALL, FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: - 1/4"0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. BUILDER W/ MINIMUM EMBEDMENT AS INDICATED AT EACH SECTION ON SHEETS 16 & 17. EXCEPTION: SEE NOTE 2 BELOW. 2..ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U. SHEET 17 AND SHALL CONSIST OF LAG SCREWS AS PER NOS 2018 SPECIFICATIONS. ��11111111Th 1111 �����`� V`cjEN•. ' 9 � No 67' • 44 i SiAiE F PLO R �sS/ONE • , s �``���EAL/SIGNATURE 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No. 2 W/ G=0.55 (N.D.S) -DOUGLAS FIR W/ G=0.50 (N.D.S.) -SPRUCE PINE FIR NORTH W/ G-0.43 (N.D.S.) -SPRUCE PINE FIR SOUTH W/ G=0.36 (N.D.S.) -MIN. 1/2' COX PLYWOOD (1986 APA) 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 02020 TILTECO, INC. Z". LL I EC0 TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, MRGINIA GARDENS, FLORIDA 331 Phone : (305)871-1530 . Fax : (305)871-1531 e-mail: tiltecocool.com . CA-0006719 WALTER A. T1LUT Jr. P.E. FLORIDA Uc. # "167 FLORIDA BUILDING CODE (Nrbn High Velocity Hurricane Zone © 2020 EASTERN METAL SUPPLY, INC. A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 Yi:rs ■ ■ Aft• n r TM Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WINDOW BLADE REV. N ' DESCRIPTION I DATE I DRAWN BY: M.P 1 OLD 17-107 /2/2020 DATE: 7/2/2020 2 DRAWING No 3 4 20-164 S SHEET 6 15 OF 20 STALLATI-0N EXISTING WOOD BUILDINGS _ FOR:__HV CHI 1TTFR CPAAI I A. AR 1 _ F'nR IAICTAi I ATInM4Z-- IAITA WAr . BLADES B LE.)I WALL FINISH ol 1/4"0 TAPCON OR TAPCON WITH ADVANCED i.. iHREADFORM TECHNOLOGY W/ 1 1 /2" Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. _ \ (SEE SCHEDULE ON SHEET 15) OR _ t II EXISTING MIN. II 2"x4" WOOD I I I II HEADER REQUIRED I I I EXISTING I MIN. SEPARATION III I I GLASS ---II TO GLASS (SEE I SCHEDULE ON SHEET I[__ 11 FOR BLADE 0 AND I I I ON SHEEr 19 FM ql BLADES 0 & 0 MO HV WALL HEADER INSTALLATION. EXISTING _ GLAS MIN. SEPARATION TO GLASS III I i I. 2"x4" CO I I I WOOD PLATEI (SEE SCHEDULE ON SHEET 11)I I I I REQ'D.--i I t: I, I I X WALL u f I I FINISH l. 2"x4" CONT.- WOOD PLATE REQ'D. 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY LWOOD 2" Min. PENETRATION OF THREADED AREA TO EXISTING ;.ADER. (SEE SCHEDULE ON SHEET 15) 1/4"0-20x3/4" S.S. MACHINE �RSCREWS W/ 1/4"-20 NUTS 8 1" Mm ® 12" O.C. EQ E '.. °R 151 N ,T- cti ` (,_OPTIONAL WALL ' FINISH EXISTING MIN. 2"x4" WOOD U HEADER REQUIRED II MIN. SEPARATION TO GLASS EXISTING (SEE SCHEDULE ON SHEET 11 Glass--1I �N HV WALL HEADER INSTALLATION. II MIN. SEPARATION TO GLASS EXISTING Ii (SEE SCHEDULE ON SHEET 11 GLASS i—r-- MR \I __@ OR M' ( 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W 1/2- Min. PENETRATION OF THREADED AREA INTO PLYWOOD (SEE SCHEDULE ON SHEET 15) EXISTING MIN. 2"x4" STUDS ® 16" O.C. MAX 1/2" MIN, COX PLYWOOD REQ'D. REQ'D. PLYWOOD TO BE EXISTING MIN. 2"x4" STUDS ® 16" O.C. MAX. REQ'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 \/ UJAI I GNI I I\IV�T♦I I Avif%kI F.B.C. .y�?•' ��CENS . No. 441 -o'• STATE 0 FLORIillf1D iifiunor,i�� J 1 /4"0z, 20x3/4" S.S. MACHINE SCREWS W/ 1/4"-20 NUTS ® 12" O.C. ORIS " Min. 1/4"0 TAPCON OR NOTE: TAPCON WITH ADVANCED 1—SEE SHEET 4 FOR TYPICAL 1/2" MIN. CD THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. PLYWOOD REQ'D. W/ 1/2" Min. PENETRATION OF 2—MOUNTING SECTIONS CAN BE WALL FINIS THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. ® HV WALL SILL INSTALLATION ♦ SEE LIM ATIONS OF USE OF BLADE 1A ON SHEET 19 02020 TILTECO, INC. 1LIE.-CO wc. TILLIT TESTING & ENGINEERING COMPANY ^� 6355 N.W. 36th. St.. Ste. 305, VIRGINIA GARDENS, FLORIDA 331 Phone : (305)871-1530 . Fox : (305)871-1531 e—mail: tilteco®aol.com *� CA-0006719 WALTER A. TILLIT Jr. P.E. SEAL/SIGNATURE/DATE FLORIDA Lic. # 44167 U MIN. SEPARATION j 1I TO GLASS (SEE i I�-- SCHEDULE ON SHEET _ 11 FOR BLADE 0 ANO li ON SHEET 19 FOR EXISTING n BLADES 0 & Q GLASS --A WALL ;FINISH l OR \ \ ' 1 j'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2" Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) 2"x4" CONT. SILL PLATE REQ'D. OO HV WALL a SILL INSTALLATION MIN. SEPARATION TO GLASS h(SEE SCHEDULE ON SHEET 11) I I I I EXISTING uu GLaS§—J I I I I I I X , I 1/4"0-200/4" S.S. I I I `t I MACHINE SCREWS I I I I\ II USING 1/4"-20 NUTS Ii ®12" O.C. U �OR 18 -- ORS 1 EQ•�-�EQ N 1" Min. I 1/4"0 TAPCON OR TAPCON WITH ADVANCED 2"x4" CONT. THREADFORM TECHNOLOGY W/ 1 1/2" Min. PENETRATION OF THREADED AREA TO SILL PLATE "' EXISTING WOOD HEADER. REQ'D. �C (SEE SCHEDULE ON SHEET 15) WALL FINISH ® HV WALL -SILL INSTALLATION FLORIDA BUILDING A.Si.S.A., American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 Non High Velocity Hurricane Zon 02020 EASTERN METAL SUPPLY, INC. SA W=_ R ■' K R P% ♦ N W TM Accordion Shutter System H.V. BLADE #1 W/ OR W/o H.V. WINWW BLADE REV. No DESCRIPTION DATE DRAWN BY: M.P 1 _ . OLD 17-107 _ /2/202 DATE: 7/2/2020 z - DRAWING No + 3 20- 1 V4 5 SHEET ING D BUILDINGS FOR I — F[)R INRTAI I ATinMIZ W MAI WALL FINISH SPAN & DESIGN LOAD FOR_ INST 1/4"4 TAPCON OR 4"x8" Min. - TAPCON WITH ADVANCED (Min.) EXISTING THREADFORM TECHNOLOGY WOOD BEAM REQUIRED. W/ 1 1/2" Min. PENETRATION " STRUCTURAL ADEQUACY OF THREADED AREA TO 1/4"o-20x3/4 S.S. OF EXISTING WOOD BEAM EIISTING WOOD HEADER. 1" PHILLIPS TRUSS HEAD TO BE CERTIFIED BY (SEE SCHEDULE ON SHEET 15) Min. MACHINE SCREWS REGISTERED ENGINEER OR W/ 1 /4"-20 NUTS ARCHITECT PRIOR TO g EQ ; EQ- - ® 12" O.C. SHUTTER INSTALLATION. OR:15 1/4"0 TAPCON OR _1 TAPCON WITH ADVANCED .257" THREADFORM TECHNOLOGY z n r Max. W/ 1 '1/2" Min. PENETRATION OF THREADED AREA TO OPTIONAL EXISTING WOOD I I (SEE SCHEDULE OHEADER. SHEET 15) I Lu I -. _EXISTING MIN 2"14" EXISTING --III HEADER REQ'D GLASSIlt . MIN. SEPARATION TO GLASS II (SEE SCHEDULE ON SHEET 11) �S HV WALL HEADER INSTALLATION N--SEEE 1SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 1/2 #14x3/4" E6 S.M.S. 111 ® 6" O.C. 1 or 13 or 15 Ij 1 OPEN HOLE AT EACH EXISTING STUD TO ACCEPT GLASS 1 I I ) I I 5/16"0 LAG SCREW 1 I I AT CENTER OF TUBE. 1 MIN. SEPARATION I TO GLASS (SEE EXISTING I MIN. SEPARATION SCHEDULE ON SHE77 I I I I LID (SEE w GLASS -I SCHEDULE GLAW 11 FOR BLADE0NSHM 19 I ; SHEET TOR�• 1ONSHSHEET 19 FOR BLADES (D& OT HV CEILING-,- INSI MIN. SEPARATION TO GLASS (SEE I 1 MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11) I ` I �L EXISTING I, I _I LE ON �r 1 - ( EXISTING 11 FOR B ADE O AN0 . I ON SHEET 19 FOR I I (. GLASS\ , gLAM® & @D-.., GLASS-11 II 1 'I :. \�' I 1 1 1 I 11 I I ALTERNA ANCHOR I I I I' II WALL LOCATION FINISH FIT�� f I, . _ 3 8" MIN. 1/4" © + I / . %: 3/8• MIN: :. .•.:.,. .-,. t = Max. 13 on%2"x6" MIN. WOOD 1An— I DECK REQUIRED (NO - ,LU 4i FINISH ALLOWED) /2" C EQ EDGE OF DECK IF APPLICABLE j 1 /4"0 TAPCON OR 1 " `� 1 /4"0-20x3/4" S.S. -� .r - PHILUPS TRUSS HEAD 2 1 2"x4" CONT. TAPCON WITH ADVANCED Min. THREADFORM TECHNOLOGY MACHINE SCREWS ,SILL PLATE W/ 1 1/Z" Min. PENETRATION W/ 1/4"-20 NUTS 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM ®12" O.C. REQ'D. OF THREADED AREA TO TECHNOLOGY W/ 1 1/2" Min. PENETRATION OF THREADED -II EXISTING WOOD HEADER. AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) V. (SEE SCHEDULE ON SHEET 15) �V OF HV WALL SILL INSTALLATION[ * EE BLADE M AAONNSHEETU19 FOR O HV FLOOR INSTALLATION a • ��G ENs ,`��`�P�• o No. 441. 7 -a'• STATE 0 •� ,�pc•• F�0RIII 0 . ,, *N • ....... %,_.� - ���`�� FS S�ONAI. SEAL/SIGNATUR @2020 TILTECO, INC. /111LIECOlik-C. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St.. Ste. 305. VIRGINIA GARDENS. FLORIDA 331 Phone : (305)871-1530 . Fax : (305)871-1531 e-mail: tiltecoocol.com CA-0006719 WALTER A. TILUT Jr. P.E. TE FLORIDA Uc. # 44167 00 #10x3/4" HEX WASHER HEAD TEK SCREWS ® 12" o.c U (IF APPLICABLE) EXISTING WOOD TRUSSES OR 1/2- RAFTER ® 24" O.C. REQUIRED EXISTING SOFFIT �3/4" Max. THK. t1x4"x1/8" CONT. ALUM. TUBE (6053-T6 ALLOY) W/ Or 3 Or 5 EACH 1RAFTER 6-0 LAG SCREWS TO OR TRUSS. LO N MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11) I I I EXISTING 1 - GEASS I I EDGE ----------------- OF DECK IF APPLICABLE 1/4"0 TAPCON OR TAPCON WITH ADVANCED LOCATE LAG SCREWS AT MIDWIDTH OF EXISTING WOOD MEMBER, (2" Min. NOMINAL WIDTH) W/ 2" Min. PENETRATION OF THREADED AREA. VALID FOR INSTALLATIONS WITH 72psf MAX. A.S.D. DESIGN LOAD AND 9'-0" MAX. SPAN. THIS INSTALLATION IS ONLY VAUD FOR WOOD W/ MIN. SPECIFIC GRAVITY OF 0.50 AS DOUGLAS ®� FIR OR SOUTHERN PINE No. 2, OR 1 OR EQUAL. 2"x6" MIN. WOOD DECK REQUIRED (NO FINISH ALLOWED) L EDGE OF DECK IF APPLICABLE THREADFORM TECHNOLOGY W/ 1 1/2" Min. ` - 2" MIN. -I PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) �X V WALK— V INST ELATION FLORIDA BUILDING CODE (Non High Velocity Hurricane Zon © 2020 EASTERN METAL SUPPLY, INC. AnSuSnAm American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WINDOW MADE 1 OLD 17-107 ./2/202 DATE: 7/2/202( 2 3 DRAWING No _ 4 20-164 s SHEET 6 17 nc 12n 2 z4' MIN. WOOD STUDS. — (AS APPLICABLE) wau— FINISH ) EXISTING GLASS MN. SEPARATION TO GLASS (SEE SCHEDUL1EBLADE ON SFIEEr 19 FOR BLADES (D & ,END INSTALLATIONS 1 ' HV BLADE OR -"!--WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 2'x4' MIN. WOOD ,STUDS REQ'D. 2'x4' MIN WOOD 4. -i/411 TAPCON "ANCHOR 0 6' O.C. W1 1 1/2' MIN. PENETRA31ON INTO STUDS OR W/ MIN. 1/2' PENETRATION TO 1/2' COX PLYWOOD IF NO STUDS E)UST. —1/2' MIN. CDX PLYWOOD. 1/2' MIN. 016 0 END CONNECTION DETAIL MIR SEPARATION TO GLASS (SEE SCHEDULE ON 1 ET 1 F AND ON SHEET 19 FOR BLADES a) &_RA C 2'x4' MIN. STUDS EXISTING •\r 1 /16'x3' (6063-T6) CONT. ALUM. CLOSER PLATE. (LOCATE AT EITHER SIDE OF(D) S.M.S. fl(bcl/2' S.M.S. 016 O.C. SEE DETAIL X FOR SIDE CONNECTION EXISTING CLASS MR SEPARNUON TO CLASS (SEE SCHEDULE l lO SHEET 1/2' MN. COX ON SHEET 19 FOR PLYWOOD. , BLADES O & TO TRACKS ®n�a 6: • Q7 0, 8O 10 .®a 10 • ®a®• ®01®.®a END CONNECTION DETAIL 1/4'0 TAPCON ANCHORS 1/4.0 TAPCON MICHORS_,j j1Ox1/2' S.M.S. W/ 1 1/2' MIN. W/ 1 1/2' MIN. \\ 016 O.C. PENETRATION O 12' O.C. PENETRATION O 12' O.C. END CONNErTION DETAIL STUDS REQ'D. WALL 1 FINISH SEE DETAIL X FORJ &OR ®� SIDE CONNECTION TO TRACKS DUSTING GLASS 74 MIR ON TO GLASS (SEE SCHEDULON SHEET 1EMADE MAND ON SHEET 19 FOR BADE,' m & END CONNECTION I DETAIL �9 EXISTING — �GWSS MW. SEPARATION TO GLASS (SEE 1/2' MIN. SCHEDULE ON SLEET 4 11 FOR BADE ®AND ON SHEET 19 FOR 5�T�a&� D QQ OR I WALL FINISH 2'x4' MIN. W00�[D/ WALL STUDS REQ'D. FINISH 1 •®O1®+®o,®.®a, END CONNECTION DETAIL 12 No, 4416 . •; .� 'O •• STATE OF %����:••AZOR11 P •��� s8/0NAL /i... .�� V OR®OR(BOR 0OR©OR(f�ORO VIEW Y PLAN DETAIL X' IT 02020 TILI'ECO, INC. L EC O INC. �f TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St, Ste. 305. MRGINIA GARDENS, FLORIDA 331 Phone : (305)871-1530 . Fax : (305)871-1531 e—mail: tilteco®ool.com CA-0006719 WALTER A. TILUT Jr. P.E. TURE/DATE FLORIDA Uc. # 44167 1/2' MIN. COX - PLYWOOD. 1 USE 1' OR 2' MAX. (AS APPLICA&E)32'x1/67x0'-2' ALUMINUM CUP ANGLE (608J T6 ALL" AT MIDHBGNr (t) j110x1/2' SM.S. TO �4 & (2)1/4'0 TA2 S_ ANCHORS & WALL AT 1' O.C.(LOGA1E AT EITHER SIDE OF 4 ) ®• 2 x4' MIN. WOOD STUDS. (AS APPLICABLE) EXISTING GLASS �Z' __ T MN TO GLASS (SEE SCHEDULE SHEEr 1 BAN ON SHEET 19 FOR WMQ& TAIL X FORJ t ONNECIION ®a®"��`07d80a10+�d TO TRACKS 10 • ®�©' ®°+©'©°1 END CONNECTION DETAIL • REQUIRED ONLY FOR SPANS GREATER THAN 12'-0' SEE LIMITATIONS OF USE FOR BLADE 1A ON SHEET 19 OR(g)OR (3 OR OR®OR 90R(i3 AmS.SmAm American Shutter Systems Association, Inc. 4268 Westroads MD?ive West Palm Beach, FL 33407 CODE (Non_ High Velocity Hurricane Zone 02020 EASTERN METAL SUPPLY, INC. Accordion Shutter System H.V. 81-AM #1 W/ OR W/O H.V. WINDOII_N I31.ADE RN. No DESCRIPTION DATE DRAWN BY: M.P OLD 17-107 /2/202 DATE: 7/2/2020 2 DRAWING No 3 20-164 4 - - s 8 C c" TYP. MAX. 5 ALLOWEI WINDOW SEE EN CONNEC DETAILS 10 & 1 FULL H ELEVATION MIN. SEPARATION TO GLASS EXISTING GLASS SEE SCHEDULE ON SHEET 11 FOR BLADECD — — — — — — AND ON THIS SHEET FOR BLADES Q & — — — — — — — — — — — — — — — — — — — — — — — — — — — — r— — — — — — — — — — — — — — — — — — — — — — — — — — l SYMMETRICAL CENTERMATES 21 2® v W/ 2 OR ®5 AND \ W/O (SEE NOTE 4 ABOVE) PLAN TYPICAL D, HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE (1-4, SHUTTER* N.T.S. 1. MAX. A.S.D. DESIGN PRESSURE RATING: +110. — 110 p.s.f. 2. MAX. SHUTTER SPAN: 96' 3. ALLOWED MOUNTINGS: A, D, G & H ON SHEETS 6, 7; AS WELL AS MOUNTINGS M. 0. T. U & W®®ON SHEETS 166 & 17. 24 ARRONLYA�C�ED INMATES SYWITH ZI MOETRICAL OR OBOTH PPOSING LAYOUT N CASE OF OPPOSING L7[YOUT, (35) MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF CENTERMA . 5. (A) HV WINDOW BLADE 1@ SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS (3.0 HOLES) FOR ® PER BLADE AT SPACINGS SHOWN ON SHEET 4. (8) MIN. CLEARANCE FROM TOP OR BOTTOM EDGE OF HV WINDOW BLADE 1@ OF ANY 3"0 HOLE FOR (4� SHALL BE 12'. (C) FIRST OR LIST BLADE COMING OUT FROM STARS AT ENDS MAY BE HV WINDOW BLADE 1 (D) HV WINDOW BLADE 1@ MUST BE USED ALTERNATE TO A SOLID HV BLADE1Q THROUGHOUT SHUTTER'S WIDTH. (E) CEP:LERMATES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID HV BLADE 1 AT EITHER SIDE OF THEM. (F) POLYCARBONATE HV WINDOW ® SHALL BE INSTALLED SO TiK TABS FACE THE INTERIOR OF THE OPENING BEING PROTECTED. HV WINDOW 0 MUST BE ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVIDED 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). 8. MINIMUM SEPARATION TO GLASS SCHEDULE, PER ASTM E-1996: WIND ZONE MINIMUM SEPARATION TO GLASS 1 THRU 3 1' 4 6.25" FLORIDA BUILDING CODE (Nan High Velocity Hurricane Zo 02020 TILTECO, INC. © 2020 EASTERN METAL SUPPLY, INC. EN No _--T-� E C �, N.441 ANS.S.-A.Accordion Shutter S stem * - , H.V. RAM #1 W/ OR W/O RV WINI M! RAM * �TaTE STATE • TILLIT TESTING &ENGINEERING COMPANY 6355 N.W. 36tn. St, Ste.3os, wRGINIA American Shutter Systems stems Association, Inc. REV. N DESCRIPTION DATE DRAWN BY: M.P 1 OLD 17-107 /2/202 DATE; 7/2/2020 Q s'�'� ��QRID � GARDENS, FLORIDA 3316C Phone (305)871-1530 . Fax : (305)871-1531 4268 Westroads Drive 2 ' ••......•.\ e—mail; tilteco®aol.com CA-0006719 West Palm Beach FL 33407 ' DRAWING No a 4 p 41111111 �•� "Z WALTER A TILLlT Jr. P.E. 20-164 5 SHEET 1 1111 c� r` �`�SEAL/SIGNATURE/DATE FLORIDA Uo. # 44167 6 19 OF 20 6"x 1 1/2'x 0.035" THICK Min. ASTM A-653 GRADE 40 Min. G-60 GALV. STEEL METAL STUDS AT 16" O.C. 1 3/4"x 6 1/4'x 0.035' THICK Min. I CONT. GALV. STEEL TRACK CHANNEL, j ASTM A-653 GRADE 40 Min. G-60 I GALVANIZED FASTENED TO STUDS j W/ (2) #6xl/2' TEK SCREWS ON I INTERIOR & EXTERIOR FACE EXISTING GLASS 1 3/4'x 6 1/4'x'0.035' THICK Min.I CONT. GALV. STEEL TRACK CHANNEL, I ASTM A-653 GRADE 40 Min. G-60 1 GALVANIZED FASTENED TO STUDS W/ (2) #6xl/2' TEK SCREWS ON I 4` INTERIOR & EXTERIOR FACE I n. 1/2 6"x 1 1/2"x 0.035' THICK 4JI Min. ASTM A-653 GRADE 40 Min. G-60 GALV. STEEL 1" METAL STUDS AT 16' O.C. Min HVA STALLATIONS W/_(1) HV BLADE & HV CE INTO METAL STUD WALLS k 43 N n IJ 0 N m * GENERAL L IT 0 S AND CONDI ONS OF USE FOR BERTHA '1 HV BLADE ACCORDION' SHUTTER 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. ONLYAENTERMATE 21 W/ 24 HV LOCK .ARE ALLOWED WITH 21 ARRANGED A S METRICAL LAYOUT. USE OF (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT -EXTERIOR OR INTERIOR ACCESS SIDE OF CENTERMATE. BLADE SLACK DETAIL HVF IS ALSO VALID FOR CENTERMATE @ APPLICATION WITH BLADE Q :41 VKRI �S ® 6" O.C. MS WALL HEADERI-SILL INSTALLATION Im No. 44 6 ��.. STATE F %0,c ,FCOR1 P •'�� s, 0NA . /lllllll! 1��� SE BLADE SLACK DETAIL HVF ,PVC 02020 TILTECO, INC. Z1 L E c o TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St.. Ste. 305, VIRGINIA GARDENS, FLORIDA 33 Phone : (305)871-1530 . Fax : (305)871-1531 e—mail: tiltecoccol.com CA-0006719 WALTER A. TILLIT Jr. P.E. GNATURE/DATE FLORIDA Lie. # 44167 0 SEPARATION TO GLASS SCHEDUL WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1 " 4 4" EXISTING FINISH AS APPLICABLE (TYP. TOP & BOTTOM) FLORIDA AmSmSmAm American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 -1 2.000" Max. �- 3a 1/4"o NOMINAL ALUMINUM SLEEVE 6063-T5 ALLOY E N 3.000"- Max. 43c LENGTH + 1" 43 1.100-20X3" BOLT MUST PENETRATE 43c 1" 1.373". B I 250" - 1. 050" s ul zn M N ?�.' to 1/4"0-20 THREADS 43c 114ffO ELCO CONSTRUCTION PRODUCTS FAB-LOK HD COMPONENTS SCALE: 3/8"= 1" 1 3/4"x 6 1/4'x 0.035" THICK Min. tONT. GALV. STEEL TRACK CHANNEL, ASTM A-653 GRADE 40 Min. G-60 GALVANIZED FASTENED TO STUDS W/ (2) #6xl/2" TEK SCREWS ON INTERIOR & EXTERIOR FACE HV HEADER/SleEENDS VIEW_ Y SIDE CONNECTION TO TRACK Ion High Velocity Hurricane Zone © 2020 EASTERN METAL SUPPLY, INC. o � n A "Awk ■7 V TM Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WINDOW &ADE REV. N _ DESCRIPTION DATE DRAWN BY: M.P DRAWING No 20-164 SHEET