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HomeMy WebLinkAboutProduct Approval; Accordion Shutters011/2021 Florida Building Code Online a r OfL � H ro P 4 , �" • d ua +. �" f'° � � V 11010110 " a As (( x3 ':d�PltHet> A§Cih0dPA �6PRdiufslOiro' C>t}3fxC?DBpR gm - a b ProductApproval���� Cib, ���v Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed 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 12/31/2021 Validated By John Henry Kampmann Jr. 0 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL389 R10 COI COI ASSA BLADEI .pdf FL389 R10 COI COI ASSA BLADEI 2.pdf FL389 R10 COI COI ASSA BLADE3.pdf Standard ASTM E-1886 ASTM E-1996 ASTM E-330 TAS 201, 202, 203 Year 2012 2012 2002 1994 Sections from the Code https:lAwm.flofldabuilding.org/pr/prapp_Otl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXPGxaL8B7Zzg%3d 1/3 .8/11 /2021 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 10/15/2020 11/06/2020 11/06/2020 12/15/2020 FL # Model, Number or Name Description 389.1 Bertha HV Accordion Shutter - Blade Extruded aluminum interlocking blades retained by tracks (top 3 - (Non-HVHZ) - Drwg 20-165 and bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R10 II DRWING ASSA BLADE3.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'-3" for 40 psf FL389 R10 AE PER ASSA BLADES odf positive ASD load and 13'-0" for 35 psf negative ASD load the Created by Independent Third Party: Yes 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. 389.2 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 Installation Instructions Approved for use in HVHZ: No FL389 R10 II DRWING ASSA BLADEI.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 p.s.f FL389 R10 AE PER ASSA BLADEI.pdf negative ASD load depending on centermates and locking rod Created by Independent Third Party: Yes configuration for the HVI blade, 8'-0" for +64, -72 p.s.f. A.S.D. load for HV blade for Keystone mountings 7'-0" p.s.f. for metals stud mountings and 8'-0" for 110 p.s.f, for HV1A working in unison. See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. 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 FL389 RIO II DRW ASSA BLADEI 2.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 R10 AE PER ASSA BLADEI 2.odf for Blade 1 and 18'-0" for Blade 2. See schedules on sheet 12, Created by Independent Third Party: Yes 25 and 28 respectively @ack Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1624 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 45S, F.S., please click here . Product Approval Accepts: M 00 M https://www.floddabuildirig.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXPGxaL8B7Zzg%3d ' 2/3 GENERAL NOTES: 1. BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE W ACCORDANCE WITH THE 2020 (7th EDIIION)OF THE FLORIDA BUILDING CODE. THIS ACCORDION. SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. OEMGN WAND 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 ASCE 7-18 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 jam'[ USED IN THEIR ANALYSIS. HOWEVER, A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. BERTHA H.Y. ACCORDION SHU TEFL SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED W ACCORDANCE WITH SECTION 16 0.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: -HV BLADE (D 00214.01-03, #0715.01-03, #1004.01-05, #1214.01-05. ®D317.02-06, 00609.01-10 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 O 80505.01-08 AS PER ASTM E-1886 AND E-1995 (MISSILE LEVEL D. WEND ZONES 1. 2, 3) BASIC PROTECTION ONLY AND Ii 0725.01-88 AS PER TAS 202 PROTOCOL 2. HV BLADE QI 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 114x2.75- AND 814x1.75- RESPECTIVELY. 410-HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 135.0 bi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH. PII{S SHALL BE COATED WITH BERTHA FN DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS. REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THEM HEAD. 4. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM. ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-TG ALLOY IS 30.0 ksl AND 35.7 kaH FOR 6005-T5 ALLOY. ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION III-6 OF THE 2015 ALUMINUM DESIGN MANUAL- S. 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 ka1 MIN. TENSILE STRENGTH. AND SHALT. 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 WL MINIMUM YIELD STRENGTH. 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS: HV BLADE D : 12,13,14.15 AND 20 HV BLADE Q & ® WORKING IN UNISON: 12, 13 & 15 B. THIS BERTHA H.V. ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT #6'779,SB2. 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. T 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 CENIERMATES AND ENGAGE OR LACK 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 1709.92 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 S APPLIED TO. 13. (0) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. L. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFELY OF THIS PRODUCT. BASED ON THIS P.E.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS P.ED. WILL BE CONSIDERED INVAUD 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 PLED. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS TATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) ORIGINAL P.ED. 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 SHEEP 4 TYPICAL WINDOW BLADE & WINDOW DETAIL AREA 2: W BLADE (1) AND HV WINDOW BLADE 1nA HERE APPUCABLE) 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 CONNEC11ON DETAILS 1-6, CONCREIE/BLOCK SHEET 10 MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 INSTALLATION DETAILS M-R, WOOD SHEET 16 INSTALLATION DETAILS S-X, WOOD SHEET 17 END CONNECTION DETAILS 7-12 & X, WOOD SHEET 18 AREA 3: HV WINDOW BLADE TYPICAL SHUTTER ELEVATION AREA 4: HV WINDOW BLADE n ONLY ONLY SHEET 19 INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 0OTHIS DRAWING SHALL ONLY BE USED TO BTAIN PERMITS IN THE STATE OF FLORIDA _.. FLORIDA BUILDING CODE(Non: High Velocity Hurricane Zone t1 Ili 02020 TILTECO. INC. 02020 EASTERN METAL SUPPLY, INC. '4j BERTHA HV IV T,,,,,- A S S A y �Q \CEN •' .."�-- Accordion Shutter System T L• E C O 1 N C . ■ ■ ■ ■ H V.1 W/ aR W/0 ITV. WINDOW BLADE No.441 i7 American Shutter Systems REV. tic DlsctPnDH aniE DRAwN:er:.P` TILLIT TESTING & ENGINEERING COMPANY * * e355 N.w. 3e1n se, sea. 305. WRcna4 tumors. FLDwOA u16 Association, Inc. I OLD 17-107 /2/z DATE 7/2/2020 a' STATE. F ; �` �'� Phone : (305)871-1530 . Fax : (305)871-1531 4268 Westroods Drive 2 DRAWING No o-man: tma�aoual.aam West Palm Beach, FL 33407 3 t FtDRt `�` wutEN A�OLi r'J�. RE 4 - 20-1 6't FLORIDA Uc. g 44167 6 ---- SHEET FOR 1tRIDof MADE ® .. - � Ps76 � c �� • 0.454�a .. ol.. 0.•.� jj On3 IS' � w .371r. .857' _ 4.999" UNDER US LIMITATIONS OF USE OF BLADE ® ON SHEET 19 6063-T6 ALLOY AND TEMPER 3.556,�- .670' 2.2 6*1 e '? kq �a. 0.072' i 0.072' 7.226" ©HV ADJ. FLOOR TRACK QUALIFIED FOR USE W/ HV BLADE 10 6063-T6 ALLOY AND TEMPER 1.917' of ,�063083" w .060' g - L.—O, 1q 670 1.686' 3.520' o 11 HV. CEILING :HEADER Q09JFIED FOR USE W/ HV BLADE 1 ONLY, SEE SECTIONS FOR VALID 6063-T6 ALLOY AND TEMPER MFL X MN Y l.4t1 t 1' Y .062' ft SIDE ANGLES QUALIFIED FOR USE W/ HV BLADE 10 6063-i6 ALLOY AND TEMPER 3OHV UNIVERSAL FLOATER, QUALIFIED FOR USE W/ HV BLADE Q 6005-T5 ALLOY AND TEMPER 085' 14l 1n DYP•) n A89T O7 HV ADJ, ADAI QUALIFIED FOR BLADE ONLY TEMPErrtt�- ALUMINUM ANGLES QUALIFIED FOK USE W/ HV BLADE 1 ONLY. 6063-T6 ALLOY AND TEMPER \,\CEN c No. 441 7�; STATE 0 ' O,� • 4ORID ®HV DIRECT MOUNT QUALIFIED FOR USE W/ HV BLADE Q 6053-T6 ALLOY AND TEMPER 6i. 70' y8 72 • of g: ol! o.815'.. :092' 4.436' BOby WALK —OVER TRACK QUALIFIED FOR USE W/ HV BLADE Al63-T6 ALLOY HD TEMPER ok 1.936' O .093' a1- co: 't 670 4 S 3.5 9'L 13 HD CEILING 'HEADER/SILL QUALIFIED FOR USE W/ HV BLADE tO SEE SECTIONS FOR VALIDITY, 6063-T6 ALLOY AND TEMPER COMPONENT A 6 T1 T2 Q } 2' 5' MAX. 1/8' { 1/8' 18 2' MAX. 0.192" 0.192' 19 25Z'� (5- 7' MAX. 0.190" 0.190, �l ) 2' I5' MAX. 0.139' jj 02020 RLTECO, INC. 7TIt ECOINC. TILLT TESTING & ENGINEERING COMPANY 53" N.W. 36th. SL, 9ta 30. NRGM GWOONS. FLORIDA 33 Ph— : (305)871-1530 . F. : (305)871-1531 e- .1: tlte-C.'d.eem CA-0006719 WALTER A TR11T dr. P.E FLORIDA Oa S 44167 L491' 1 2D0' yN U5 yV 2 J180'�STARTER OUALIRED OR USE W/ HV BLADE(1) 6063-T6 ALLOY AND TEMPER 2.670' .994' 67 .o00' 842 S N izs-i f 9O HV TRENCH TRACK QUALIFIED FOR USE W/ HV BLADE( ONLY. 6063-T6 ALLOY AND TEMPER VARIES 1.93W -I .125' ` ml @i 6701 14 HD WALL HEADER/SILL QUALIFIED FOR USE W/ HV BLADE (D ONLY. 6063-T6 ALLOY AND TEMPER X Y t 2' 2 10. ' - 3' 3" .0909D' c X I ® CORNER POSTS QUALIFIED FOR USE W/ -HV BLADE 10 6063-76 ALLOY AND TEMPER A.ISS.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 10 HV RAINGUARD QUALIFIED FOR UJE W/ HV BLADE 1 6063-T6 ALLOY A D TEMPER Accordion Shut H.V. RAM #1 W/ OR W/O H.V. INC. !AWING No 20-16 iV BLADE 10& ® ONLY AND TEMPER 2 874' 1.756- .922' I PLAN `T FRONT ELEVATION ® HV M "T" LOCK K .0 •E RMATC 2� _LOCKER FOR "T" . LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE 1 ONLY - - AND TEMPER QUALIFIED FOR USE W/ HV BLADE 100NLY 6063—T6 ALL 6063—T6 ALLOY AND TEMPER r1917. .063' I >v_ L� 31 HD CENTERMATEW'A N( QUALIFIEDiEOR USE W/ HV BD 6065rT6 ALLOY AND TEMPER (SEE ®LOCKI[�G RODS/ �IAUFIED FOR U�SE�a N�,�1'BLADE Qi ,,CC�� _"6"60n�3=T�tCOY AND TEMPER Q I@INSTALLATION WILL REQUIRE A 7/16' HOLE DRILLED AT TRACKS FOR PROPER EMBEDMENT El, 6063-T6 ALLOY AND TEMPER L.130' e1 m lI 375'0 MI v No. 44 67 HV 2 14V 'CORNER CENTEft O'UALIFIED FOR USE W/ HV BLADE 6063—T6 ALLOY AND TEMPER HV FEMALE "T" LOCK CEN1 QUALIFIED FOR USE W/ HV BLADE ( 6063—T6 ALLOY AND TEMPEI r, 3.t81 o�l 2 ,4y O n m�. n 02020 TILTECO. INC. IL E:CO�N�, TILLIT TESTING & ENGINEERING COMPANY 6333 N.VL 36tR SL. Ste. 303. VIRGUVA GARDENS, FLOMA 33 Plwna : (305)871-1530 . Fax : (305)871-1531 a_ —.I: Wt—c..l.com CA-0006719 WALTER A TILN Jr. P.E. FLORIDA Ue. ® 4,67 t/4'-20p1 1/4'-20 CAST® ... FS.U�eIT'�`Ig14"AO iHREADt•D HOUSIN EL BAKED PA � p^ ') D DIE CAST HOUSING ENAMEL. W_ fl1NED PNNfED 'T EGRESS TURN KNOB. t -I CYLINDER L_ BRASS CINDER `N' IRYS (CHROME '(O" ME KOM) HV EGRESS LOCK 47' OUAL't ICED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADE 01 & ® ONLY. BLADE 10 & ® ONLY. ONLY 250' O.D. .,,518' PLASTIC HEAD o� � n MOLDED TO SCREW 5' .-. ".. 60' AFTER RNETING BEFORE INC 1 /4"01-20 x 3/4n S.S.. THUMBSCREW 1/4"0-20 RIVNUT*-20 RIVNUT* M mm *SERIES 9444 ALUMINUM (2024-T3 ALLOT) LARGE FLANGE THIN .822' SHEET NUTSERT, PARE ( 0820. AS MANUFACTURED BY AVDEL CHERRY TEKTORN, PARSIPPENY, NEW JERSEY 07054 OR EQUAL ® HV "T" LOCK ® HV ALTERNATIVE LOCK QUALIFIED -FOR USE W/HV BLADE (D ONLY. QUALIFIED FOR USE W/ HV BLADE Q ONLY. --M N a;. aS oO 0 .- eoa° ITHUMSTURN CYLINDER OR KEY CYLINDER 0875' Min. i 1 t. o a c . .THUMSTURN YUN00 OR KEY 1.57 Min. CYLINDERC 1.78' Max. BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. QUALIFIED FOR USE W/ HV BLADE D& 0 _ FLORIDA BUDDING CODE (Non High Velocity Hurricone 02020 EASTERN METAL SUPPLY, INC. BERTHA HVTM A■ ,i,' ■ ice'' ■ A■ American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 Accordion Shutter Syster RV. BLADE #1 W/ OR W/0 H.V. WINDOW BLADE DESCRIPTION DATE DRAWN BY. MR I OLD 17-107 /2/2D2 DATE` 7/2/202( 2 DRAWING Na 20-1 64 A. (SHUTTER ASSEMBLY SCHEDULE FOR HV Q HV .9 1D HV BLADE 1 ® HV BLADE.IA. ® HV LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER ® HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870"x3/16" THICK NYLON WHEEL. 0.188"0 AISI 302 SERIES S.S. RIVETS ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD I` HV 2 3/4' ACCORDION PIN W/ #8 HEAD ® POLYCARBONATE IMPACT RESISTANT HV WINDOW 'IZ U 7 N � 0. 1n � N 4 �p I• qp I (I EXTERIOR tl4�1V�'47 � � 4 1 �.1 ' . ((SEE NOTE FOR 1 REQUIREMENTS) I i (DDR 0 PIN.BEOUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR *WO) w — o� I i �1 0R (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR 3®_ 0 BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV iQ OR HV BLADE. TYPICAL SHUTTER ASSEMBLC N.T.S. - -- ,HV PIN ®2 OR Q AT (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT euDE's KNUCKLE. EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O 00,324' (SEE NOTE *FOR BLADE WHEN CORRESPONDING TO INSTALLATION "I1 ", SHEET 7. DIr REQUIREMENTS) nP. 1 (3) HV PIN ©OR ©3 W/ 1/2" O.D. 1/16" THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, es._,.DI y ! I SHEET HEEL CARRIAGE DETAIL BLADE'S KNUCKLE MP) OPENINGS EXTERIOR �r..s. #.REMBLY LAYOUT S In HV ..BLADE SOLID & 4-u HV WINDOW BLADE DETAILS N.T.S. 11 11I 02020 TILTECO, INC. Eh I�ECO1Ne. Np, 44 6 TILLTT TESTING &ENGINEERING COMPANY ' •.` �/�/� 6355 N.W. 7EI, St,5) Ste. 303, VIROOr01 GARDENS,FLORIDA 33 •O . STATE F Phone : (305)(171-1530 . Fax : (305)871-15T-1531 01067 CA-0006719 WALTER A TILLIT Jr. P.E. ,.......... . e.... FLORIDA Lie. (✓ 44167 .0625" 81ADE .0625- .0625 .6625' * POLYCARBONATE IMPACT RESISTANT HV.WINDOW BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV —STABILIZED GRADE OR SABIC INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE "F" ON SHEET 19). POLYCARBONATE SOURCES FOR TfFfAL PROPERTIES SdM1WD - OIc AypgA� RoulacE Imra/ima uxax®a' mm m1lm Ten' 4Bmc wmrr am Dn2 O.M W ' oDct mp 2ametual: ME E YJ30 STM4M AM 003E 9AW 0.s.r. 9,W0 P.J. FUDI WpL STKN001 AT YIELD ASTM Ono 12.500 psL 13.00 R.c1. FLEXURAL MODULUS NMI ASTM 0790 340,000 J-1 345,000 Ml KG OIa) ROD FlRF BLm,r.'ID CNARAERTtM= ASTMS DM 18 Fr -lb! 17 Fr -mom . 'SUCK= OD'S Y AMU 02043 47.2 R 04.E % MAx - R.E Of MMM AST( 0835 C-1 CLAW C-1 CLASS SELF MNMW AS1M 019" too 'F 9E0 •F ASrM .01 1E1191E STRENGTH AFIF3t WEATNERIN ASLM 83835 W02 psl. E840 µR.l. - ll m STRESS BEFORE WEAMV. ASTM GM 8", -.1. CCEO ;-L A■S■S■A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Polm Beach, FL 33407 CODE(Non High Velocity Hurricane.Zone, 02020 EASTERN METAL SUPPLY, INC. BERTHA HVTMI Accordion Shutter System H.V. BADE #1 W/ OR W/O H.V. WINDOW BLADE AWING No 20-16 �I cs, . TYPICAL t1) HV BLADE SHUTTER ELEVATION N.T.S. i No.44 o STATE U NER LATE *NOTES ON HV LOCKS AND CENTERMATES: 1. MANDATORY CONDITION NI7: ONE HV LOCK (& or ® SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12" ABOVE ORB OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105", AND FOR INST TIONS T ANY ELEVATION. HV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TOOR q3 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. • IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS OR qq MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES OR SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCH ON OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. OPTIONAL CONDITION /2 IS LISTS H.V. LOr,3e)• LOCKING RODS ARE NOT REQUIRED AT_tiURRICANE POSITION, BUT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS Qq OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. MIIIJNDATORY QQNW1DN J& ONE HV LOCK r�g�® SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. I- LOC V or ® SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2• LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS AT TOP & 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. 5.. FIRST OR :22..• ONE ALTERNATE HV LOCK 26 MAY BE USEDINUEUOF HV LOCK Q§ or FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE LOCK ® MAY 13E USED AS AN -INSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4'0-20x3/4" S.S. THUMBSCREW TO 0 OR ® CENTERMATES SHALL BE MADE W/ 1/4"0-20x3/4' ALUM. RNNUT AS SHOWN ON SECTION HVE. SHEET B. ONE LOCK SHALL. BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. 6. MANDATORY CONDITION #1 FOR KEYSTONE MOUNTING INSTALLATIONS: ONE FN LOCK 0 or ® or ® SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN -OR 12' ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96, AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK ® or ®.or ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO © or ® SYMMETRICAL CENTERMATES W/ (2) 1/4"-20 x 1/2' LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0.W/ OR 0 TOP AND BOTTOM IS .COMPLETELY MANDATORY. *NOTES ON HY "T" LOCKS AND CENTERMATES: QQi�� ONE ALTERNATE HV -r LOCK I�SfAUAT'ON AT ANY ELEVATION. ALTERNATE LOCK ® IBEUUSED ASAS ANL WSIDE OR OUTSIDE LOCK ATTACHMENT OF LOCK ® INCLUDES USING REINFORCING LOCKER + , AS SHOWN ON. SECTION HVG, SHEET 9, WHICH MUST BE CONNECTED To CENTERMATES® AND ® W/ 1/4"0-20 x 1 1/2• LONG S.S. THREADED BOLT W/ 7/8"0 x 3/32' WINGNUT OR W/ 1/4'0-20x1" S.S.M.S. INTO A 1/4"Ox 5/8' RWNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS ® TOP AND BOTOM IS MANDATORY. *NOTES . ON HD. LOCKS & .CENjERMATES: 1._ HD LOCK±,{}_%, CENTERLATES (31 OR TS1. w/ (i�t. ONE ALTERNATE HD LACK D MAYBE USED IN LIEU OF HV LOCKS OR 35 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE HD LOCK ® MAY BE USED AS AN INSIDE OR OUTSIK, LOCK. ATTACHMENT OF HD LOCK (aTO ® IS W/ 3 is x 3/8' F.H. S.S.MS., AND INCLUDES REINFORCEMENT INSERT W AS SHOWN ON SECTIONS HDB-HVB AND HDC-WC. SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN. OR 12" MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS ® IS COMPLETELY OPTIONAL 02020 TILTECO. INC. IL EC O:1N.. TILLIT TESTING & ENGINEERING COMPANY ODSS N.W. Jeri. St. St. MS. NRQNU GARDENS. FLO;= 33 PRona : (3O5)871-1530 . Fax : (305)871-1531 e— fl: Gltoco®aol.eom CA-000B719 WALTER A TILLIT Jr. P.E. FLORIDA Lic. B 44167 A.S.S.A. American Shutter Systems Association. Inc. 4263 Westroods Drive West Palm Beach, FL 33407 DE (Hon High Velocity 'Hurricane ® 2020 EASTERN METAL SUPPLY, INC. BERTHA ;HVTM Accordion Shutter Syst( MADE #1 W/ OR. W/o H.V. WINWW WDI D6CROT0N I DATE DRAWN BY: MF OLD 17-107 /2/2oz DATE: 7/2/21 DRAWING No 20-16 ONCRETE ANCHORS POURED CONCRETE - ... _. . POURED POURED (SEE SCHEDULE ON OR CONCRETE BLOCK CONCRETE SHEET 13) REQUIRED 1/40-20x3/4• S.S. CONCRETE CONCRETE ANCHORS MACHINE SCREWS REQUIRED REWIRED ,�, FOR ���_ '� (SEE SCHEDULE ON W/ 1 4•-20 CONCRETE ANCHORS Q 18 S�(EY6TGNE (SEE MOUNTING ®ON SHEET 7) %/ SHEET 13) NUTS ® 12" O.C. (SEE SCHEDULE ON SH 13) 1 DR 4 j# Win• 1/4-0-2ox3/4• S.s. I Mn. _,r -- E0- EO�:�_ MACHINE SCREWS ___ EQ. EO USING 1/4'-20 NUTS 19 •.I ® 12, O.C. E. D.t .250• Max. 1/ . . f .250' Ma O t r I Mo. I H f r EDf H 11 / i .°! _,H ,t OPTIONAL it ii. i PnONAL i I 1 - _ _ M G (SEE ij I r It EHME DAA I ), ()I� 1�SEIT� EXISTING MIN. SEPARATION TO CLASS 1 y� 19 fm ii.H -.( GIB H>H_ -(SEE SCHEDULE ON SHEET 11)— EXISTING eML50 Hk0 MIN. SEPARATION TO GLSS H tI H C1A55—'1 -(SEE SCHEDULE ON sHEET 11) IXISTING : °L`5 1. I i © HV WALL HEADER INSTALLATION (A) HV WALL HEADER INSTALLATION © HV WALL HEADER INSTALLATION +KEYSTONE, 1 MIN. SEPARATION TO GLASS EXISTINGi H i'—(SEE SCHEDULE ON SHEEP 11) ..LAS". V'r 10"isi 'i .MIN. SEPARATION TO GLASS T 1 1EXGLASS� SDEDME ON Mo." I GLASS11FOR swe Off '_ �`-(SEE SCHEDULE ON SHEETit) I : s.�IX! NG J OPTIONAL i i t / \ WJ^ { OPTIONAL I I { 1/a• uax. ✓ IrOR _ E. D. ,f i i i i Cf 7 i n I! , 1 2' Lo f 0R Ij4�,1/4'm-20x3/4'S.S.,.. Min. ` _ EQ :-EO'.. PHIWPS TRUSS HEAD t/4'P-2W/4• SS. PHIWPS \ MACHINE SCREWS USMG CONCRETE ANCHORS --TRUSS HEAD MACHINE SCREWS 7 - `-CONCRETE ANCHORS �} ,� 17 18 1. 1/4--20 NUTS ®12. O.C. - - {SEE SCHEDULE ON W/ 1/4•-20 NUTS ® 12' O.C. POURED CONCRETE. SEE SCHEDULE ON,,�S- 113 ,/J�f Min. POURED CONCRETE SHEEP 13) J C �}r ) / /j OR CONCRETE BLOCK OR CONCRETE BLACK —/r � � _ REQUIRED WALL REQUIRE° NCRETE ANCHORS D HV WALLSILL INSTALLATI011I. POURED CONCRETE s� SCH) LE o" HV. WALL SILL 'INSTALLATION OR CONCRETE BLOCK WALL REQUIRED O HV WALL $ILL .INSTALLATION NOTE FOR COMBINATI°" DP BECf°QNB INSTALLATION DETAILS W/ t— SEE SHEET 4 FOR TYPICAL SHUTTER * E. D. - EDGE DISTANCE ASSEMBLY ♦ SEE E UA ON S SHEET USE FOR C1 H V B LA D E 2— MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) BLADE OA ON SHEET 19 . IN ANY WAY TO SUR.ANY INSTALLATION. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone N\\ �IiAI) = r No. 441 STATE 0 %�O'•, F ;, s •, • • NAI I (W 7 _ _ 02020 TILTECO, INC. tL; E C O iN.. A S S A American Shutter Inc.)Tetems Association. 4268 Westroads Drive West Palm Beach, FL 33407 82020 EASTERN METAL SUPPLY, INC. BERTHA: HVTM. Accordion Shutter System V. BIATIE 1 w RV WINDOW BIAX K . # . / W/Q _ V,N DESWUPRON DATE DRAWN BY: M.P ^}� 1 240Ko •(� L/SIGNATURE/DATE 71LLIT TESTING &ENGINEERING COMPANY 8J59 N.W. 38M. SL. Ste. 303. VIRG A GWJ) S. FL.OE= 331 Phone : (305)571-1530 . Fe.: (305)371-1531 e _U: edit-0.0— DA-0006719 WALTER A. TILUr Jr. P.E. FLORIDA uo. p 44197 1 OLD 17-107 /z/2oz DATE: 7/2/2020 z DRAWING No 20-164 3 4. 5 SHEET 0F 20 CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) i TO �(� EDGE OFFOR �j� /-j APPLIC4BLE I Sa41LlE a srtEr 910E mPE+D I W 9EEf 19 iIIt EXISTING —D60 MR ',APAWDINI TO CLASS (SEE SCHDX9E ON S1EE'f 11 FOR DIME mAND ON SHEU 19 FOR MADES ® k Q © HV CEILING. INSTALLATION EXISTING GLASS $14x3/4" HEX HEAD., TEK SCREWS m 9' O.C. OR 1 /4'0-20 S.S. M.S. W/ NUT a 9' O.C. �) EDGE OF - SLAB IF APPLICABLE POURED- J OR ®*CONCRETE REQUIRED EXISTING GLASS 1 OR 6 `) CONCRETE ANCHORS (SEE SCHEDULE ON n SHEET 14) —�DOR W ISYTNG 9 IXGLASS GLA55— V4" HEX WASHER HEAD .CREWS 0 12' O.C. RETE ANCHORS SCHEDULE ON SHEET 13) _ OF /.f „((((--------..••--- STAB IF Q HV FLOOR. INSTALLATION t I 1 I I I— �• s1aEr 11)n) i I 11 it \ i II 1 I . I I I 1 I. I � 11 1 II ,IV / M 8 EDGE OF SLAB IF APPUCABLE 'MN. SEPARATMN 1 .. TO cuss SEE II) ON S44EET HEET I1) n N OF PPPUCABLE POURED r U,'RN� FLAT HEAD CONCRETE ANCHORS CANCRETEJ: .. _E. D. CON (SEE SCHEDULE ON SHEET 14) REQUIRED -FLAT HEAD CONCRETE ANCHORS REQUIRED (SEE SCHEDULE ON SHEET 14) 11 TRENCH INSTALLATION VALID ONLY FOR UP TO +70, -75 PSF A.S.D_ (I)HV WALK. -OVER... INSTALLATION. DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE #3, SHEET 11 D(ISTIIIG CONCRETE ANCHORS GL0.5,5— faeL SFP/31ATKIN to ctM (SEE SCHEDULE ON-' SHEET 15) j{ r- .. - (ORR S t/a'¢ TAPCOl w/ � O - IXLSTING a TECHNOLOGY OR 1/4'e PUWERS v-4-• I 1/ GLASS'--1 I 1@L SEPAMIXN TO 0.a(5 FASTENERS TAPPDR+ ANDiORS W/ 1 3/4" M N EMBML09 O 0' MAX. (SEE StlIED11lE ON 9rtift. 11) FOR UP TO "• 0" $PAN AND I - I 4, O.C. a' FOR SPANS LARGER THAN C-G" UP TO MAR APPLY t 1 1, '�«�tt wa_ �117, ' - p1 ox3/ER4" HEX WASHHEAD MIN TEK SCREWS .. FL , ® 12' O.C. e1i70 3/t7l�_ (14z3/4" ® 9" O. C. L USINC_20J/4' S9 MS USING 1/4'P-20 NU15 012' O.C. EXISTING NON STRUCTURAL ., - ',`v�xv 1/2•-=-.••�`1 / EDGE OF 7` SLAB IF -'J- - 17 /�(%14x3/4" f R18 !I F.H. S.D.S. MIN -WALL TRMI (DECORATIVE I t ED SILL) 1 7/8"1-1 78 APPLICABLE CONCRETE ANCHORS i- POURED CONCRETE— (SEE SCHEDULE ON OR CONCRETE BLOCK SHEET 14) \\i 1.L. "SEE NOTE 13(b) ON SHEET 1 ._1 POURED CONCRETE ®9" O.C. \\\SEE NOTE 13(b)E•D ON SHEET i �.RP URREED� CRETE _•, :.�_,. L-�- ' REQUIRED OR CONCRETE BLOCK -� OPTIONAL- I POURED- CONCRETE HV WALL FLOOR INSTALLATION REQUIRED OL HY WALL WALK —OVER INSTALLATION ®STONE MOUNTING INSTALLATION MAXIMUM A.S.O. DEVON. PRESSURE +K-72 psi -' REQUIRED MAXIMUM SRUTTER SPAN'8'-O• QJ HV RAINGUARD INSTALLATION tt THIS SHALL BE NOTE FOR COMBINON ATION OF SECTIONS, • 1- SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY E D. EDGE DISTANCE REMOVABLE WHnEN PERFORMED BEL4DE (BON SHEET OF FOR (SEE SPECIFlCATIDNS ON SHEET 13) ADJACENT TO E AN OPERABLE EXIT INSTALLATION W,Z (1) HV BLADE 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. - - _-- - - ._DETAILS FLORIDA BUILDING. CODE (Non High Velocity Hurricane ZO ( _ m2020 nLTECO INC 02020 EASTERN METAL SUPPLY, INC. � �::, ,•``� �? \,\cEnr No. 44 9. STATE D •, F •., �0RI s • • •_ s�aNAL�``SEAL/SIGNATURE/DATE to , F �� -off 67 F Z ,aYL�`� •' - ,A=S.S A American Shutter Systems ASSOCIatIOn, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 BERTHA 'HVTM1 Accordion S huff er Syster. KY. MADE #1 W/ OR W/0 RV. WINDOW BLADE TILLITESTING ENGINEERING COMPANY 6355U.N. sm 30VRGM GARDENS, E H 3316f Phom : (30S)871-1530 . Fox : (305)871-1531 o-mo oae�e.— WALTER A nLUT J, P.E. FLDRIDA U�. ®4a,B7 'EY..N DESCRIPTION DATE. DRAWN 8W. MP t OLD 17-107 DATE.- 7/2/202C 2 DRAWING No 20-164 3 4 s -- SHEET 7 OF 20 5 WA- ' .' SEE. NOTES ON LOCKING RODS ITV LOCKS (B ALTERNATE ,IV LOCK ®ON SHEEP S. I N r EXISTING CUSS INSTALLATIONS. W f 1 HV ** 0 UT iLt DUAL GLADE SLACK DAIL HVF IS VALID FOR ALL BLADE W. HV CENTERMATES CENTERMATES APPLICATION WITH BLADE(D O RSEE END WALL CONNECTIOD IXlsnrlc cuss pETA1LS ON S Irs-g-gs. ----------------------- — 2'4'x1/85A'-2 I 8O+®on O9+©ox�+® 3 1/4• 7• 6 1/2• _ 7' 1 { (6063-T6 ALLOY) ALUM. ANGLE W/(2) 1/4.0 TAPCON ANCHORS TO CONCRETE I - OPPOSING 1/2• -®+® SYMMETRYCAL CENTERMATES CENTERMATES S ARAnoN (ra'/6oTrDM) & (4)Q10x1/2• S.M.S. TO ' At EACH ANGLE. . j � I MIN. q,ox3/a• s.Ms. ®,z• ((( W HV LOCK or s To CLASS O.C. FULL LENCHT. _ _ W/ HV LOCK . - ;=or, (SEE SCHEDULE ON SHEET „) �1 EXISTING cuss 8 @5 J' G r oR©+® MIN. SEPARAnON. ® w TO GLASS (SEE SCHEDULE I N OPTIONAL ON SHEET 11). - (INTERIOR) L OUT I _v , HVA HVB -------------- SYMMETRICAL CENTERMATES * / �6. IN W/ HV LOCK t21 oPnoNal (INTFRIORI Ne MewAw 9.1_,_ - WI �.® (EXTERIOR) H V E `?t1{Te111 f'IT 1 02020 TILTED, INC. `S� No. 44 '6 "_ 10 E C o .., TILUT TESTING & ENGINEERING COMPANY * : * O' STATE ��Q�• /O�ORi n '//i�`-iSS •••••• F P •;' ' ' ` 6335 N.W. 36te. St, St.. 305. WGINIA GARDM, RDFUDA 33 Phone : (3D.5)871-1530 . Fox.: (305)871-1531 _11: 61te_De.lernn WALTER A. TUJIT Jr. PZ FLORIDA U.. 1 u167 �� ,........r, , ._� OUT ®0 0 O HVC oR oR 6 + 7 . 81 a 10 + 3 O0. snrlc crass to5---- �,O+Q��+O+�� i------- MIN. SEPAR TO GLASS (S.SCHON 1 SHEET a` w 0 L1+ 6 w ® _OUT 6 1/2• MAX. SLACK J L HVF** FLOMDA BUILDING CODE (Non High Yel 02020 EASTERN 1 BERTI A■S■S.A■ Accordion xv RADE #1 w/ OR w/ American Shutter Systems Er. N DESCRIPTION Association. Inc. , 0Lo r7-1o7 4268 Westroods Drive 2 West Palm Beach, FL 33407 3 011 CONCRETE OR E BLOCK WALL O.C. Hurricane IPPLY,, INC. HVTM CAWING No 20-164 ALTERNATE INSTALLATION W HV "T" LOCK 0 HV MALE/FEMALE "T" LACKS CENTERMATES 8 4 & LOCKERS W/ M HV BLADE SEE END CONNwoom DETAILS ON SHEETS 10 a: a OUT IN r-,,F1ISrNG °`n BLADE o RAC( DETAIL W. INDICATED ON SLEET 0' m®a0'o I o �O1 AS WELL AS W94RSAL FLOATING MADE MAIL 11 -NVD t 6 7 a 8 a 10 • INDICATED ON TWOS SHEET. NAY BE USED WITH THIS ALTERNA 110 •®a©' ®'®� - .INSTALLATION DEVIL M SHORN IN THISs HEET. I ©-O • ©w©• 7O•®m, * SEE NOTE 6 FOR HV .LOCK 3� 'r LOCK. ON SHEET 5. t SERIES 9444 ALUMINUM (2024-T3 ALLOY) LARGE FLANGE THIN SHEET WMERT, PART / 0820. AS MANUFACTURED BY AVDEL CHERRY TFXTORN, PARSIPPENY, NEW JERSEY 07054 OR EQUAL L_____ SAS. O 12, FULL LENGHt. >t ®HV "T" LOCK (OUTSIDE) •IbISTALLATION C HV BLADE VZ .HD .CENTERMATES._ I —N -------- in --- --- F-I N7- - - - 1- •INSIDE)� —. ,w.: .nd �t--i'�T�t�iii add• �71�I.a'�4:�■i'i 1 i i�71�a 1 19 I SEE N61E9 ON IOCpNG RMS® t HD® Wom ON StFET 5 ummm L ILOARNO MADE© OVAL . NYD 6 VMID FOR ALL C]Rf]UW6 A9=WNSWON BLADE Olt11 1L1 02020 TILTEDO, WG INc ! 1�i 2020 EA5IERN METAL SUPPLY, !� rl err BERTHA HV -- Accordion Shutter System IL E C O ���. A.S.S.A. N0.441 7 TRIIT TESTING &ENGINEERING COMPANY Am@rTCOn ShY$BT Sysfem� EHV. BLADE1 NWT OR W�0V. W1ON DATE �tN 9ADE *: WN BY: MR ViE4� Association, Ine. , oLo 17-To7 /2/202 DALE 7/z/zo2o B]SS N.W. J610. 54 St. 30.5, WtY'li WA GVi0EN5. ilAR10i 3310 _ 's o'•, STATE FbI e : (W5)871-1530 . Fox : (305)871-1531 4268 Westrocds Drive z DRAWING No 0-MR:Ut•toOcoLeom West Palm Beach, FL 33407 3 FCDRti , 'a?���; CA-W06719 4 ZO-16�i �, �• ... '`(7 `� WALTIER A. T1L.LR Jr. P.E. - rir FLORIDA Lis ® 44167 5 SHEET qrA ONA Ep���$EAL/SIGNATURE/DATE 6 - 9OF 20 POURED CONCRETE OR f--=--7" POURED CONCRETE POURED CONCRETE pCURED CONCRETE '— CONCRETE BLOCK WALL OR CONCRETE OR CONCRETE / OR CONCRETE REQUIRED BLOCK WALL REOUIRED .�.' �/ BLOCK WAIL REQUIRED j"-'?-'-"' BLOCK WALL REQUIRED EXISTING GLASS EXISTING GLASS CON ANCHOR'S EXISTING GLASS r — 2' MIN EXISTING GLASS ® 16. O.C. _ _ T _ S !ice 2" MIN. — ro' SEPARATION - ., ,"_,. T- ) MASS (SEE Ii 69K SEPARATION SCHEDULE ON. SHEET K SEPAIWIOFI n MIN. SEPARATION EO t.l ' EQ y TO GLASS (SEE .. i t FDR BII�DE SAND QASS (SEE - ' TO GLASS fl' SCHEDULE ON SHEET 1/16-x3' MAX. ON SHEET 19 FOR SCDULE ON SHEET A1.�lILE ON SFfET ' 1` 11 FOR BLADEQAND (6063-TB) CONT.�'•y�'� BLADES �h® 1114011 BLADE(DNA ... 1 FOR MADE SEE QATm (LOCATE AT .. ON SHEET 19 FOR ALUM. CLOSER I ON SHEET 19 FOR SHEEET FOR - &ADESO&Q� PLATE. (LOCATE 1/Z _ .. �. HARES Q&Q� 1/ +BLBLADES(J)& ERHER SIDE AT EITHER SIDE MIN ` I OF O) jj 1/2" MIN. OF®) ( I:4 USE 1" OR 2" MAX. I . #10xi/2• S.M.S. I F I _--�- (� APPucaelF)xz°x1/b•x0'-2• I ... �10x1/2' S.M.S. ® 16 O.C. I - AA - ALUMINUM CUP ANGLE _—_ . —_—_ ® t6" O.C. - — - — /"\ f �i (6063-176 ALLOY) AT MIDHEIGHTT LNNECTION . (1)#10x1/2' S.M.S. TO@&(2)1/4'0 TAPCONS ANCHORS TO_WALL AT 1' O.C. (LOCATE ATSSIDE 1 OR EITHER SIDE OF®) 1 © OROR SEE DETAIL X FOR • fjT j _/� SIDE CONNECTION OR ® . }. 41�o.©.O7 ( .®m SEE DETAIL X FOR 'oa 6 ! 7 8 _�+�•• TO TRACKS a 6 . 7 - , ,ram SIDE CONNECTION •®� �•®�®'�®'®°R OTRACKS 10•�e^©•�®•®°' ®•®�© ®�O'®a ®•®ate•®a0•®� O'®d®•®��jl�a� ®•Q�a®•.tea®•®p®•� END CO NNECTIO07DETAIL Q ND CONNECTI,�t N DETAIL 4 .END .CONNECTION DETAIL 01 :END .CONNECTION ..DETAIL. 2(� O 7.C,Z'< R" UIRED ONLY FUR SPANS GRPOURED CONCRETE OR EXISTING GLASS CONCRETE BLOCK WALL GGX� G-CREQUIRED YE MN. SE'AW1nON #1D��1/2' S.M.�TO GLASS (SEE16" .C. YCHEDULE ON SHEEr TO GASS 1SI FOR LADEl7MID CONCRETE 1/2' MIN. Sa$DULE ON(SiEET _______ _____OQONSHEET 19 FOR ANCHOR ® q� - 11 FOR BLADE OAND4,�SEE- Ah 12' O.C. 1 ON SHEET 19 FOR ,. r... BLADES(D 0 --'OR(g I 1 EQ �l- OO "1 2 MIN. Jf rY'`' 4 1{/ __-- _ ... (' .fr 1 2' MIN. _ �. • f{ ---- // t `EQ _. - -I- ). VFi �il`OR®OR(DOR .F2" MIN. ' - r ,rf` 2• MIN. • SEE UM ATIONS OF USE FO ti•/" . / BLADE 1�ON SHEET 19 �OR@OR� h OR@ VIEW Y 5!OR ,' DETAIL, X POURED CONCRETE OR ..OR ®a©•O7 8 10 •®tl1. - CONCRETE BLOCK WALL ',Do s� END INSTALLATION ®"©•4:!-®'®`^ REQUIRED --.©•O•®a© 0.@- (1).HV ..BLADE. OR HV WINDOW_.BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 50 O 4��® ®aC ®a®•� END . CONNECTION DETAIL ©� ®"®'®ap - ROOM BUILDING CODE(Non High Velocity Hurricane Zone 44 * ; *_ = o STATE �'•, +�� '• etoRI ',7�!ss/�NA AA","non 67 F 4c .'\� -.. 0202011L7ECO. INC. IN¢. LNo. Artl®rICOn Shutter Systems AS$cclaticn� Inc 4268 Westroads Drive West Palm Beach, FL 33407 02020 EASTERN METAL SUPPLY, INC. . VSohKttewy miEC RV. e Accordion OwiaW R. TILLIT TESTING &ENGINEERING COMPANY 63W N.W. 362h. SL, Ste. 305. VWGIOA OWZENS, WMDA 3316' Phone : (305)871-1530 . Fax : (305)871-1531 e- 1: hit. -a -I• WA�TM Aao0L19.. P.E. FLORIDA uo. y. 44167 Ey. N DESCRIPTION DATE :DRAWN BY: M.P , DID 17-1D7 /2/202 'DATE: i/z/zozo �z DRAWING No 20— 164 s - 4 4� �--: Gt���SEAL/SIGNATURE/DATE 3 SHEET 10 0 20 s SCHEDULE k1 MAXIMUM SHUTTER SPAN' "L+" OR "L-" (ft.). FOR INSTALLATIONS W/ &ENTERMA7E3 ® & ® or or W/ ONE H.V. LOCK ®or ® or or HD LOCK (a W/ NO LOCKING RODS or CENTERMATES ® & ® W/ ONE HV 'T" LOCK ® W/TWO LOCKING RODS ® TOP & BOTTOM SEE NOTES ,tt A.S.D. MDM DDEESIGN PRESSURE PATIN) (+ OR -) CONCRETE & WOOD INSTALLATIONS WALL MOUNTING . FLOOR/CEIUNG MOUNTING L+.(a) L L+ (I) L-(ft) 30 OR LESS 16'-0- , _ 16'-O' 16'-0` - 16'-0" 35 . 14'-10° , 14'-10" 15'.-2.' 16'-0' _40. 45 13'-1' . 13'-11.. 13'-4' . 14'-3" 5D 12.- - 12'-8" f3"7' 55 11•`-10' 71'-10 12'-1' 12'111' �60 ' 1V-4" 11'-4' 11'-7- 12'-4' 65 .10'-10" 10'-10' II'-1'- . 70 .. 10'-B' 10'-6" 10'-9'.. -1.1,_5• .. 75 10'-1' - 10'-1' 10'-4' 11'-1' 80 9'-10' 9'-10' 1 D'-0` 10'-9' 85 9'-6' 9'-6" 9 -9• 10,_5• 90 9'-3' 95 s'—o' 8'-9' 100 _ . 8 -9. 8,-q 9,_0- S.-7' 105 6'-7' 7'-11'. 8'-g' 9'-4' 110 8'-4- 7'-7' a-7' .. 9'-2' 115 a'-2' 7'-3' 8'-4'- 8'-11' 120 8'-O' 6'-11" _6-8". 8'-2" a -9- 125 7-10" 8'-0'. 2-5" 130 7'-6' W-5' 7'-10" 8._7" 135 7'-7' 6'-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" 1'-7- 7'-4. 7'-0" 155 7 -0' e'-5" 7 -2' S -9" - 160 - 6'-11' T-2' 7'-1" 6'-7- 165 V-1 a" 5'-1' 7'-0- 6•_4• 170 6'-9' 4'-1.1° 6'-11" 6-2` 175 6'-7' 4'-9' 6-9' 180 6'-6" _ 4'-8' W-8" 5'-10' .185.. _. 6'-5" 4 -6' 6 -7: - 5'-8' 190 6'-4" 4'-5` 195 4'.-3' 6'-5" 5'-5' 200 6'-2° 4'-2' . . 6'-4" - 5'-3' . 205 6'-1" 4'-1' 6'-3" ' 5'-1' �HEpULE !E2 MAXIMUM SHUTTER SPAN* "L+" OR "L—" (ft.) FOR INSTALLATIONS W/ ONEC W LOCK or ® or ®. W/ NO LOCKING RODS (SEE NOTES t. tt) MAxwM &S.D. DES( PRo :. - CONCRETE & WOOD 71 _ N. WALL MOUNTING & FLOOR/[FILING MOUNTING L + (N L ..(N . 30 - 16'-0' 16,-0" .. 35 14'-10'- 14'-10" 40 ' 13'-10' 13-10" 45 -13'-1- TY-1,..: 50 •. 12,-5" .. _. 12'-5".. 55 11'-10' 11'-10" 60 11'-4- _ i t'-4' 65 10'-10" 10'-10' 70 10'-6' . 10'-6" 75 10'-1' 10'-1' 80 - 9'-10" 9'-10' 85 9'-6" 90 95 9'-0- 8._9.:. 1.00 8.19.... 105 8'-7" 110 8'-4- 7'-7" 1 15 _ 8'-2" 7'-3" 120 8'-0" 6'711' 125 7'-10" 8'-8° 130 7'-e' s -5" 135 7-7` 6'-2' 140 7'-5' 5'-11' 145 7'-3- 5'-9" ISO 7'-2' 5'-7' 155 . T-O" 5_-5"_ 160 ,.. 6'-11' W-2' 165 W-10" s'-1. 170 6'-9" 4'-11' 175 6'-7'. 4'-9" 180 6'-8' 4'-8" 185 6'-5" 4'-6" 190 6'-4' 4'-5-" 195 6'-3° 4'-3" 200 '- W-2' 4'-2" 205 6'-1' . ..4'-1".71 No. AXIMUM SHUTTER SPAN* "L+" R "L-" (ft.) INSTALLATIONS WCENTERMAMS & W/ ONE HV LOCKS OR W/ NO LOCKING ODS (VAUD FOR MOUNTING(I1 . .. SHEET 7) .. MAGMUM CONCRETE ASD. De> GW INSTALLATIONS RAPE FLOOR/OE3 MOUNTING0 - OR' OR I. 1 FLOOR/WALL MOUNTING L+-(9)". L-(ft). 30 Is'—O' 161-0" 35 15'-2' 7-7 � 40. 147-2" - 15'-2' 45 13'-4" 14'-3" 50 - 12'-3' 13'-1- 55 11-1" 11'-11" 60 10'-2' 10'-11' 65 9'-5' IV-1' 70 6'-9•. -9-4'-- 75 INSTALLATION LEGEND CONCRETE & WOOD MANS WALL E, M, N. 0, P, 0, MOUNTING F. K L R, S, & V. FLOOR/CEIUNG G.H, I, 11, J T. U. W & X MOUNTING & M l7 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 S. tt EXCEPT THAT MAXIMUM SHUTTER SPAN 'L.+" OR "L-' AND MAXIMUM AS.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 1" HV BLADE 02020 T1UECO. INC. IL: ECO,Nc. TILUT TESTING & ENGINEERING COMPANY OF 6= N.W. 3cm. St., Se. W5. VIRGINIA GNZXM. FLORIDA 33 Ph— : (305)871-1530 . F0:: (305)871-1531 !`. e--U: t6Mlco6a0— QQ` CA-0006719 WALTER A TRUr Jr. P.E •,�G``rC n11� i��,,.uT�,.,.-n..rr'. FLORIDA lie. A 44167 A.S.S.A, American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach; FL 33407 (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSMVE 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/CEILING: GIVEN A POSITIVE AS.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/CEIUNG MOUNTINGS: FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE RATING: DETERMINE: LI+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+- MAX. SPAN FOR FLOOR/CEIUNG MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE A.S.O. DESIGN PRESSURE RATING: DETERMINE: LI-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS L2-- MAX. SPAN FOR FLOOR/CEIUNG MOUNTING INSTALLATIONS. FINAL .MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN 'LI+". 'L2+". "LI-' AND 'L2-" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE AS.D. DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR SPACING. © 2020 EASTERN METAL SUPPLY. INC. MF n ■ nw I V T14 Accordion Shutter System H.V, MADE #1 W/ OR W/o KV WINDOW GLADE (AWING No 20-164 • .. .POURED . CONCRETE. SEE MOUNTINGS A. B. C. v.uw F -ON SNEJ:T 0), POURED.:CON 7:O BLACK '. -' SPAN A WALL HEAD .. W/ MOUNTING ` - A WALL HEADER ... 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'- - l4 _'_ - _ - _. 14 - -, _ '-:- .- _. 14 _ _.: _ 9.5 - _ _._ - -95 --. '= _...-..,-„_ 8'7.♦5 -_ - - 02020 TIMM. INC. /Tiz 4415.7 TILLIT TESTING do ENGINEERING COMPANY No. jr: * p '� �r o'• STATE 335 N. 6W. 160. SL. Ste. 30. VM MN GRDENS. RORIW 33 PMne : (305)871-1530 . Fox: (305)871-1531 tilt.. I- ,c'•., �ORI e-moo: o0o CA-0008719 WALTER FFWMDA a UT 4, P.E. C \` r`.. ,........_...._....__ TAPOON OR AFCON WITH ADVANCED RE OFORAI TECFiN1OO 'ALPOINT SOLID -SET BLUE TAP TAPPER+ * SEE ANCHOR SPECIFICATIONS ON SHEET 13 ♦SEE UMRATIONS OF USE FOR BLADE 9 ON SHEET 79 1 HV BLADE OR n1 HV BLADE W% l: HV. WINDOW__ BLADE WORKING IN UNISON Aw. S nAw American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 CODE (Hon_ HighVelocity Velocity Hurricane Zc 02020 EASTERN METAL SUPPLY, INC. BERTHA"NYC Accordion Shutter Systet KV. BLADE #1 W/ OR W/o H.V. WINWW BLADE Y. No DESCRIPTIONDATE DRAWN ST. M.P I OLD 17-107 �/2/2021 DATE: 7/2/202i 3 DRAWING No 4 1- 20-164 6 & POIJIM CON IPIEWCONCRETE 8M1Q( PO1R LED CONCRETE . MAwMuM SPAN QE WALL SILL MOUNTING © CEILING MOUNTING ..kS.D. Q FLOOR MOUNTING (It) kS3. DEMN WTNNE PI9EMM PAM OE4OIN AKYRE5ISM RA761G DEM NEGM PfIESSIM.RATPG 3014VI 60 175. 1901120 160. 205 30 40. 60 75 90 120 160 205 30 40 6D 76, 90 120 160 20S -' 14 12: 10 9 ' 8 8 6 &5 14 12 10 9 8 8' 6 - 14. 12 10 ' 9 8 8,- 6 ' 6 3'-0• 14 '12 10. 6 . 8 . 8. 6: 6 .14 12 10. 9� 8 8 6 8 14 12. 10 0 B 8 6 6 OR LESS 14 12' 10' 0 8 8. 6 6 14 12 10 9 44e B 8.B'.14 12 10 .9 B. 8 6 5 /4'12-. f0:9. 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OS 8 S-... -..- - -. 8.5 8 4.-- - .-�- 16'-0' B 8 8 MZ�- :6 4.5 3 ;��S�Q�'•�,\CEP No. 44 STATE M SPACING LEGENE TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY .ALL POINTS SOLID -SET BLUETAP W/ CAP' TAPPER+ 4 SEE UM1TAlI01K OF = TOR- OL1DE ®ON SHEET 19 HV BLADE OR IN HV WINDOW BLADE WORKING IN UNISON:♦ 1. ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: (A) TO EXISTING POURED CONCRETE: (Mtn. fc - 3 Inh - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS. AS MANUFACTURED BY I.T.W. BUILDER. (Min. fc = 3 ksQ - 1/4'0 x 3/4' ALL POINTS SOUO-SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. (Min. fc = 3 kai) - 1/4.0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. (Min. fc - 2 Imi) 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, f'c -'3 ksT) NOTES: A7) 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 SOUD-SEr ANCHORS SHALL BE 7/8' INTO THE POURED CONCRETE NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4.0-20 SS..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 MAN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1) & A2) ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR INSTAMATION 1 0 EFS WITH METAL STUDS SEE SHEET 20. (8) TO EXISTING CONCRETE BLOCK (ASTM C-90) - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED 13Y I.T.W. BUILDER. 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: 9.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPGON, 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.T) & 8.2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EF3 WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR INSTALLATION INTO EFS 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 (E0.) VERSUS SPACING RELATIONSHIP FOR ANCHORS. EDGE DISTANCE VERSUS SPACING SCHEDULE :FOR _AN9HORSh -� - 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 ALL POINT SOLID SET BLUE TAP W/ CAP :TAPPER. + - DICTANCE :. - .- THREADFORM. TECHNOLOGY :'MIN. SPACING- - ED. ` MIN.. SPACING m- 3' . MIN. SPACING - 3' ' ` MIN. SPACING - 3 1/2' : WN.2SPACING = 3'- 3 3/4' - -4' URED-CONCRETE' &. Pam CNEwm CIE R= POURED CONCRETE -&' POURED CONCRETE & MLREO lE OD?XRE1E glop( CONCRETE BLOCK MN, ED.S FDL Mz3 1/r MR. M-2 7/r : ON RETIE �K .CONCCRERE BLOCK IN. 1JL.3 1/ - MN ED. -2 1/7 ..2.1/r 1.0 . ,.. 0.90.. 1.0 - , - 0.78 .. .1.0 0.84 - 110 - _---•----^--.-_. .0.81, .:. T.0 :. _ - - �.. 057 ... 1.0 0.71 - _ -_ .__. - 0.5E _-.. ... _ ..., __.-. 1:1J2, a.35 .. _ -'.... _ .v..... _. 0.35 1 02020 TILTECO. INC. iL ECO�N�. TILUT TESTING & ENGINEERING COMPANY 6355 N.W. 36tP. St- Ste. W5. VIRGROA GARDENS, FLOWDA 33 Phone : (305)B71-1530 . Fox : (305)871-1531 CA-e-moll: 0006719 0ccl.com WAITER A TILER Jr. P.E. FLORIDA UII.. # 44167 AI.S.S■A1. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 WDE(Ron Nigh Velocity Hurricane Zo © 2020 EASTERN METAL SUPPLY, INC. BERTHA .HV rm Accordion Shutter Syster RV. BLADE #1 W/ OR W/O KV. WINDOW BLADE x w . ..DESCRIPTION . DATE DRAWN. BY: WP 1 OLD 17-107, /2 202 :DATE: 7/2/202C ,DRAWING No 4 20-164 F �s. ..� � :11/ ': s.l•: ::1�. :�1 h4::>"1f�4� .,4 JI. 81- 54 ;,.:./� :il •: 4. tl: it 5 441. 1.-1: :14. . POURED CONCRETE. .. _ POURRM CONCRETE.BLOCK HA1GY0N:. SPM Al1C OVER & 1 TRENCH. 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"S 5 5 4 3 14•-0. 14 14 12 72 10 10 ' 9 9 - _ -- - : - - - - -' 0.5 85 B, 5 55 3 4 - Ys- _ `- _ - _ - - 7 7 - 7. 35 - 7 '- 4 _ - _ - _- S 5 - 3 . 5. 5. 5 5 4 5 - 5 -4 3 14 12 10 .9 _ - - -' 65 85 4 7 4 - _ - - 5 5 - - - - 14' 12. 10' - - 9 7 .4.5 &5. 3 - - 7 5.5 3.5: - 5 5 . 35 3 : 15•-0. 14 12 10 - - - - -. 10 �7.8 S 4 3 - - - 7 7 '7 7 7 3.5 - - 5 'S 5 5 5. S 4 -3 14 12 10- :8 4S 3 7 7.45.: J :' 5 5 43'-33' - 14 12 70..._ _ _ _ _ :e 6.. '.4 - - -. '- -. 7 . 7 15, ;_ _- _ - : _.. '.8 6...5.. 4. - _ .- - 14 6.5 4 3.5 -...--'_ 7'SS: 35-::_:_ _6. _ _..- '5-"5 3.5 - 16-0. 14 1{ 12 12 : 10 10: - - - - - - -:95 8 7 4b 45 J 3.5 3 - 7. 7' &6. 7' 4 7 3 - - 5 5 5. 5 5.. 4 8. 35 5 - 45. &S - 14 12. 10 -. -. - -. - 73. 55 78 - - - - -- 7 7. 45 - - - - -' 5 -5 45 -'! - - _ - - 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 HV BLADE ONLY 00%ui�111 �P.• �,�CEN = No. 44167 Q •., STATE �0�'• F(ORI. /�//CCirS •••• �14. F. �J��, - - .. 2a F P ��1 •nN!O%5t� ., .�...... .�.r ' 02020 11LTECO. INC. IL: E C O iNc. A.S.S.A., Am®1lcgn Shutter SystemsEY. Association. Inc. 4268 Westroods Drive West Polm Beach, FL 33407 m 2020 EASTERN MEDAL SUPPLY. INC. BERTHA HVTm Accordion Shutter System S Kv BLADE (j1 w/ OR w/o Kv. 4MNDIhN BLADE TILLIT TESTING & ENGINEERING COMPANY 6355 1Lw. 36M St. Ste. 3W. V=NA G49DENS. TLDRIOA 331E Ph.n6 : (305)871-1530 . F..: (305)871-1531 a- 0: Uft 0-1... WALTM T1PZ rLGaDA U. lIW® 44167 N. OESC9IPTION. - DATE. D9AYM 6Yt YP 1 OLD 17-107 /2/202 DATE: 7/2 202 D z DRAWING No 1 6Y 3 4 5 SHf TJ, FFT " MAXIMUM A-S.D. DESIGN PRESSURE RATING_(p.a f) AND CORRESPONDING MAXIMUM - ANCHOR SPACING .on,) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUI ING 12 (SEE MOUNTINGS ON SHEETS 16 & 17). Z� U B !E�TFRA-T-E 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 0 ER IN o. 2 W[ MIN. 0=0.55, 50 c450.RDR W/ SPRUCE PINE FIR NORTH W/ MIN., G=0.43 FI C NE FIR SOUTH W1 MIN. G=0.36 � (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& 0 MO. 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OR LESS 12 10. 9" 8:8 6' 6 fi 8 66--12 10 10 98 8 8'6. 6 8..6..6 12`10:10:9':8- 8 12 121212. 12 1212 12 12121212 12"12' 12 12. 12 12. 4'-0•12109'B B 6 666.8 61210109(i 8, .6 6 666 81210109 B 8 6'6 66 6 6.6 5.444.3121212121212121212.12'12121212121212-12 5•_0• 12 10.9`8 8 6 8 6 6 6- .512 10109 6 8 8 6 B 66'5 1210 -10. 9 B 7 66 6 6 6 5 6 5 44 4 :3 1212121212 12 12 12 12 1712. 121212.1212 12 D. 6'=0'. 12 10 la 9 -8 6.5 6..8 6 87 5 ..5 12 10 10 9 .8 5, 8 6 6; -.5 5 4.512 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 12'108.5 - 7`-0" 12 [10 10. 9 6.5 4 6 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 8 6 5 4 &S .6 5 � 4 4 - 12 12 12 12 12 12 12 12 12 12 12 0. 12 12 12 0.5 8.5. 7.5 B'-0' 12 10 7.5. 4.5 ,3 6 V 6 6 S 4 , .5 12 10 10. 6 3.5 - 6 6 5 .5 3.5 3 12 10 10. 4 ;- - B 6 5 .5 3.5 3 6 5 . 4 . - - - 12 12 12. 12 12. 12 12 12 12 12 ll 9.5 12 12 1.5 9 7.5 .5 9--0' 12 10.5 3.5- 6 6 55.53.5 3 1210 9 4 -.-= 6 6 4.54 3.3 12 10 4.3.---.6. 6. 4.5 '4 _3 3 6 5, 3.5- ? --12 1212,1212.0: 121212 1. 9.5. 8.5. 1212 10. 8'6.5.5.5 t0'-0_ 12 7.5 4 -r'- 6 6 5 4 ` 3' 12 10 6 3 - 6 8 4S (5 3` - 12 10' 3', - - - 6:. 6 4: .5 3 - 6 : 5 '-''= - -' 12' 12' 12' 12 1.59.5 12 12 12 t0: 8.5. .S. 12 12 '9 7' 6" 1 11'-0' 12 5.5 - - :- '- 6. 8 , 4.5 - - -. 12 10 4.5 - ' -' ,- . 8 5:5 3.5 - - - . 12 10 - - - - 6 5.5 4 a - - 6 5 - - - 12 12 12 124 10- 8i5 11 12 12 9.5 8 . ,7 12 12 8 6.5 5.5: 4:S 12'-0• 12 10 4S-- - 6 :fi 4- - 1210. 3.5-=- - 6 53.5- - - 12 10 - - 6 5. 3.5- - - 6: 5 - 1212121.59.5 8 1212 11 8.5 76 12 1.57.56 5-4` - 13'-0• - 12 10' - - - - 6 6 . - - - 12 10 - - 6 4,5 - - - 12 :5" - - 6 .4.5 - - -. 6 4.5 - - - 12 12 12 10. 8.5 7.5 1Z 12 10 8 6.5 5:5 12 0.5 7 5.5 4.5 4 .14'-O'-1210- - - -6 5.5 - - - - 127 - - - .54:5 - - - -1T 7 - - -54:5`- - 6 3' - -_1212129.58'6.12129.57.56 4:512956.5 5 43- 15'-0'. 12 - -6 - •- 12 - - 5 - - 12 - - - 5 - - 6 - - - 12 12 11 9 .5 6 12 12 B.5 7 6 4 12 96 5. 4 - 16'-0' 12 - -1- - - . 6, -. -1- - -. 12. -- - - - - - - 5 -.. -- - -. - 1. 5 - - - - -.. 6 . - - - 12 12 0: 8,5' 6.6 4 12 12 8 65.- 5 3 1.5 .5 5.5 4.5 3.5 =.. HV BLADE OR 1 HV BLADE W/ HV .WINDOW BLADE WORKING IN UNISON* � sF8 uuQnnoNs or usE FOR BlAOE l'N ON sxEEr 18 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. - 1. ANCHORS TO WALL FLOOR OR SOLID WOW SOFFIT S1WL BE AS FDLLOIYS` 3. SUBSTRATE SHALL CONSIST OF THE FOU MNG: '. -SOUTHERN PINE No. 2 W/ C-0.55 (N.OS) - 1/4b TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. 8UFLDD( W/ MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/ G-0.5D (N.Da) EACH SECTION ON SHEETS 16 & 17. -SPRUCE PINE FIR NORM W/ G-0.43 (N.DS) D(CEPIION: SEE NOIE 2 BELOW. -SPRUCE PINE FIR SOUTH W/ G=035 (NAS.) -MIN. 1/2• CDX PLYWOOD (ISM APA) 2. ANCHORS TO HOLLOW CMUNG SHALL BE AS PER MOUNTMG TYPE U. SHEET 17 AND SHALL CONSIST OF TAG SCREWS AS PER NOS 2010 SPECIFICATIONS. - 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S WANUFACTUREM rr 3P.- EN No. 44 = * : z A•, $RASE �,� ,• FL�R �icF •••• •., ''� 67 = 02020 TILTECO. INC. -�-� 1 L 1 EC O N c ice` `�' A ■ ■ ■ ■ American ShuHer Systeme Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 BERTHA HVTM Accordion Shutter System H v. es aoE .T w/ OR who H.V. wlneoow BLADE TILLIT TESTING & ENGINEERING COMPANY 6335 N.B. 36th. SL, Ste. 305. YVMIA GNRDEFIS. FLOODA 331e Rhona : (305)871-1530 . Far : (305)871-1531 e ": Uft.0-1- CA-0006719 WALTER A. TILT Jr. P.E. FLORIDA U. f 44167 IEV. H. DISCRIPTIGN DATE I DRAWN BY: MR* _ F p : \ / - I OLD 17-107 /2/202 DATE-. 7/2/2020 2 DRAWING No 2�-� 64 3 4 .. . .•'• OF., .,.,,......, ..,�,......- 8 SHEET .. L FINISH 1/4-0 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) ` -�� A �•'""" t-. EXISTING MIN. H9 ( 2"x4" WOOD yll 9 HEADER REQUIRED EXISTING GLASS --I TO GLASS SEE I I I I — SCHEDULE ON SHEET �. 0 11 FOR &ADE ®P11ly B ON SHEET1L FOR ® HV MALL HEADER INSTALLATION EXISTING GIASS—j - 1` MIN. SEPARATION TO GLASS WOOD LATE 1 1- COAT-E (SEE SCHEDULE ON SHEET 11) WOOPs REO'D.--= '0 TAPCON OR :ON WITH ADVANCED T14READFORM TECHNOLOGY 1 1/2' Min. PENETRATION OF THREADED AREA TO EXISTING D HEADER. (SEE SCHEDULE ON SHEET 15) [- 1/4"0-2Ox3/4" S.S. MACHINE gip@ SCREWS W/ 1/4"-20 NUTS 1" Min. ® 12' O.C. j f4� 3 s 0 i MN SFPARAI I row(. I SCHEDULE ON 1i FOR BLADE EXISTING 4 RADES m & GLASS--S T €. WAL g F' "•-+»r1' FIN15H I t-:...- ; '\- EXISTING MIN. U •2"x4" WOOD `` 1 4 HEADER REQUIRED I ' j l� f _THREAD ORM TECHNOLOGY W/ 1 11/4'0 TAFCON OR TAPCON WITH /2 ADVANCED O Min. PENETRATION OF THREADED AREA TO �yI MIN. SEPARATION TO GLASS - I I )� �` EXISTING WOOD HEADER. EXISTING it'� GLA55-9 (SEE SCHEDULE ON SHEET i1) I �� i. (SEE SCHEDULE ON SHEET 15) `�- 2'x4" CONT. SILL PLATE REQ'D. 9 MIN SEPARATION TO GLASS EXISTING i (SEE SCHEDULE ON SHEET 11)" G I / ^'r""•�., 1/4'0-20x3/4- S.S. MACHINE SCREWS W .`1 /4"-20 NUB ® 1. � v J=I WOOD PLACONT.. WOOD PLATE 1. REQ'D. y1_.. �i v OR@ I 1/4"0 TAPCON DR 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 016" O.C. MA MIN. COX PLYWOOD REQ'D. REQ'D. PLYWOOD TO B IDS 0 16' O.C. MAX. REQ'D. ATTACHED TO STUDS If ED TO STUDS IN ACCORDANCE ACCORDANCE WOH THE F.B.C. SECTION 2308 OF THE UCTAI I ATInAI F.B.C. �,........... �Q \\LENS No. 441 7 o'• STATE 0 ' ..MIN: SEPARATION TO GLASS ) - (SEE SCHEDULE ON SHEET 11EXI v ' GMS--, 1 1/4'0- 20x3/' S.S. W A) MACHINE SCREWS USI1/4'-20 NUST -;I 88 ® 12"D.C. I I Min. (i,ISy } 1IU'.. ;i 1/4"0 TAPCN OR TAPCON WITH ADVANCED - .. . I--SSEEE SHEET 4 FOR TYPICAL 1/2 MIN CDID 1/2ORM TECHNOLOGY SHUTTER ASSEMBLY. W1 'LYWOOD REO D. W/ 7 /2" Min. PENETRATION OF WALL FINIS THREADED AREA INTO PLYWOOD (SEE SCHEDULE ON SHEET 15) 2-MOUNTING SECTIONS CAN BE CMBINED IN ANY WAY TO SUIT ANY INSTALLATION. ® BY WALL - •SEE uMAAnONs of us� (IF BLADE pAJ ON SHEEP 19 02020 TILTECO. INC. i '{ 1y 1/4'0 TAPCON OR TAPCON WITH ADVANCED 4""C04. THREAOFORM TECHNOLAGY W/ PLATE +I t_ Min. PENETRATION OF THREADED AREA TO ' 3 EXISTING WOOD HEADER. 'D• �t1. (SEE SCHEDULE ON SHEET 15) FINISH ® HY.WAL SILL INALLA ON LT Eco A.SnS:A American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 6335 WIT. 3611. SL, St.. 3D5, NAGPDA GA90EN3, FLORIDA 3316t Phone : (305)871-1530 . Fox : (305)871-1531 4265 Westrood8 Drive a -mall: tnteca®oolccm West Palm Beach, FL 33407 - CA-0006719 _ WALTER k TILUT Jr. P.E. RE/DATE _ FLORIDA U. ® 44167 Non High Velocity Hurricane Zonl ©2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM ;cordion Shutter System #1 W/ OR W/0 H.V. 41WNDOW MADE iAWING No 20-164 . FINISH 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2' Min' PENETRATION OF THREADED AREA TO I. EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) FMin A 1 k L_, i11f='1'�- 1/4-0-20x3/4' S.S. W PHIPS TRUSS HEAD MACHINE SCREWS W/ 1/4'-20 NUTS 0 12' O.C. EXISTING —IV HEADER EXISTING MIN 2'x4' HFILOER RE0'0 GLASS I� MIN. SEPARATION TO GLASS 1 (SEE SCHEDULE ON SHEET 11)I. ® HV WALL HEADER INSTALLATION 1-SEE SHEET 4 FOR TYPICAL SHUTTER ASSONMY. 2-MOU G SECTIONS CAN BE COMBINED IN ANT WAY.M SUIT ANY INSTALLATION. MIN. SEPARATION TO GLASS �-" (SEE SCHEDULE ON SHEET 1' EXISTINGLLAS-J B 0 u H WAIL 47 4'x8' Min.) EXISTING WOOD REQUIRED. STRUCTURAL ADEQUACY OF EXISTING WOOD BEMs TO BE CERTIFIED BY REGISTERED ENGINEER 01 ARCHITECT PRIOR TO SHUTTER INSTALLATION. 1/4.0 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) I I EXISTING GLASS 1 0 I roAc e I mans -11 EXISTING CEI CLASS g4DS6 ALTERNAT ANCHOR LOCATION Max, �J 2'x6' MW. WOOD DECK REQUIRED (NO FINISH ALLOWED) EDGE OF DECK-{ IF APPLICABLE ® - 814x3/4• S.M.S. ® 6' O.C. I or 13 or @5 I 1 OPEN HOLE AT EACH - STUD TO ACCEPT 5/16'0 LAG SCREW AT CENTER OF TUBE. EXISTING I WL SEMM N GLASS TO QM I SOMIE ON I aA m sw g I 1 1/4-0-20x3/4' S.S. i ✓ - S - �^ 1/4'0 TAPCON OR t- 1� -k, PHIWPS TRUSS HEAD 2 CONT t �}I TAPCON WITH ADVANCED M'n' MACHINE SCREWS THREADFORM TECHNOLOGY W/ 1/4'-20 NUTS PLATE rll:: 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM- ,, - OF 1 1/2' Min. PENETRATION 0 12' O.C. OF THREADED AREA TO TECHNOLOGY W/ , 1/2Min. PENETRATION OF THREADED EXISTING WOOD HEADER. AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) ♦ SEE u" ATIONS OF USE FOR �V HV WALL SILL INSTALLATION BLADE DN sHELT ,s *HV FLOOR _INSTALLATION 02020 RLTEGD, INC. ��yaQ��'��GENS ✓9�' LIE C Q nic. N. No.441 7 Ir TIWT TESTING & ENGINEERING COMPANY o'•, STATE 0 r gf '2r%'z;z> 6355 N.W. 36M. SL, Ste. 305, VWGMU GhROM HDWDA 331f y90 •. ICED RiO ` Phone : (305)B71-1530 . Fax : (305)871-1531 a -man: Ultecoo.01—m 'o,,,�Sf"min �C3 - - WALTERCA�0UIT1 J, P.E FLORIDAua g 44167 ��``_SEAL/SIGNATURE/DATE 9 n #10x3/4' HEX WASHER HEAD TEK SCREWS 0 12' o:a EDGE (IF APPLICABLE) EXISTING WOOD TRUSSES OR RAFTER 0 24' O.C. REQUIRED EXISTING SOFFIT r 3/4' Max. THK. -1k4'x1/8' CONT. ALUM. TUBE 6063-TB ALLOT) RE 13 or 15 EACH16RArFTLAG ERR ORCTRUUSSS� LOCATE LAG SCREWS AT MIDWIDTH OF EXISTING WOOD - I MEMBER, (2' Min. NOMINAL WIDTH) W/ 2' Min. PENETRATION OF THREADED AREA VAUD FOR INSTALLATIONS WITH 72paf MAX. AS.O. 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 -Q OR 1� OR EQUAL. MIN. SEPARATION - TO GLASS 1 (SEE SCHEDULE ON SHEET 11). I 1 I EXISTING GLASS—i f/ 11I Itl� DECK IF APPLICABLE 1/4-0 TAPCON OR TAPCON WITH ADVANCED _ THREADFORM TECHNOLOGY W/ 1 1/2' WBn. 2 MIN• - PENELRATION OF THREADED _ f AREA TO EXISTING WOOD HEADER (SEE -d SCHEDULE ON SHEET 15) OX HV WALK' -OVER INSTALLATION A S.Swki American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 2'x6' MIN. WOOD DECK REQUIRED (NO FINISH ALLOWED) EDGE OF DECK IF APPLICABLE INC. Accordion Shutter System H.V. MADE Qt W/ OR W/O RV. WINDOW RADE CV.'N DESCRIPTION DATE DRAWN BY: MR ..._.1 OID 17-107 /7/7TYI MTB 7/2/202D dG No -16 END INSTALLATIONS t 1 HV BLADE OR CA}. WINDOW BLADE INTO 2"x4" MIN WOOD STUDS YAP YOL WOOD j Snw REab. (AS APPLKASW O 4' OG w o ExLSTDm awls- 1 /2' PENEONTION �� h ...} PiOi 1 �� X 1rUD'im STOW VOST. r l{ A 1100 O r�'., ^-i^y ri = 3G -1/2• M COX SCHRIKE MT O PLYWOOD. 1/165iS- 111 FOR N Sqw f711i ( 6 _ FJ.OII. CIDSEIi PLATE (LOCATE AT ETRiER SSE O.C. SA1S 18 O.G ltOa,/2' SAIS. b16 O.G END CONNECTION DETAIL x END CONNECTION bETAIL S 1/4.1 G ppa LRM 10N. CL YNOOD. USE 1' OR r RFx. (A1J4�PB.1B ALLp1') L11�N TOILITN— DI1WN = ' Orr ) 104ro TOLL. At 1-e.VE A, �\ .{• M )OD STUDS. i APPLAmLp i END CONNECTION DETAIL • ROQN ONLY FOR SPANS OREM TW1 12'-D' ♦ SEE LIMffATI0N5 OF USE FOR BLADE ® ON SHEET 19 END CONNECTION DETAIL © END CONNECTION DETAIL t2 FLORIDA BUILDING CODE (Non. High Velocity Hurricane Zone ``���\�Pv ,••. %��'iy�� 02020 TILTECO. INC. 02020 EASTERN METAL SUPPLY. INC. BERTHA HVTM No, 4416 '• = 1 L E C O , N �. �Q+ //�� Accor on Shutter System *: * - Ar��S A Hv T wj DR w Nv 4MN]OW m - � •' STATE OF TIWT TESTING & ENGINEERING COMPANY - American Shutter S�t®n1$ MV. N DESCRIPTION DATE DRAWN BY: AIR i�LO� 83SS N.W. 3&h. SL SM. M. VS GO W GAROFNS, nn6mA 331 Association, Inc. 1 OLD 17-107 /2/Z02 GATE: 7/2/2020 ��: • �0RI9P Pho- : (305)871-1530 . For : (305�71-t531 4268 Westroods K.9Yve z 00i, (S GG (.�i1' °-'"Ou�'tboe° eICOT West Palm Beach, FL 33407 s. DRAWING No ONA; 1„ WALTER A TILUT 006719 RE `.. _ .. 20-164 e 44167 . P.E. SEAL/SIGNATURE/DATE FLORIDA Uc. 6 SHEET 6 18 OF 20 r MAX. ALLO WIND SEE CONI DETA 10 3 FULL ELEVATION �+. SEPARATION To GLASS EXISTING GIJ55 M SCHEDULE E ON BEET 11 iUR EIAOE m ---� [AM ON THIS SHEET FOR OADISQ& W—__________________ __________7� __—�__1�------------ __________--___ 1 SYM ICRAEANNTDERMATES 21 IN/w , IS�0 NOTE 4 ABOVE) A _TYPICAL C1 HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE ICA SHUTTER* N.T.S. 1. MAX. AS.D. DESIGN PRESSURE RATING: +110, - 110 ps f. 2. MO. SHUTTER SPAN: 96' & ALLOWED MOUNTINGS: A D. G & H ON SHEETS 6, 7: AS WELL AS }MOUNTINGS M. O, T. U &&1 W®ON SHEETS 166 & 17. ONLY (19 ARRAyQE�DNMA SYni Mi METRIGL OR ONCLUDED ONLY APT OQNG EXTERIOOR � .IN CASE SIDE 00F RE ALLOWED OPPOSING .qMUST BE 55..CCYY((A) HV WINDOW BLADE @ SHALL ONLY ALLOW A IM1(IMUM OF 5 OPENINGS (3.0 HOLES) FOR ® PER BLADE AT SPACINGS SHOWN ON SHEET 4. (B) MIN. CLEARANCE FR0A1 TOP OR BOTTOM EDGE OF HV WINDOW BUOE OF ANY 3'0 HOLE FOR 41 SHALL BE 12'. (C) WW OR BLADE COMING OUT FROM STAAT ENDS MAY BE WINDOW BLADE RTERS HV (D) HY WINDOW BLADE 1O MUST BE USED ALTERNATE TO A SOLID HV BLADE 10 THROUGHOUT SHUTTER'S WIDTH. (E) CE "ATE' SHALL ALWAYS BE INSTALLED AWACFM TO A SOLID NY BLADE I AT EITHER SIDE OF THEM. (F) POLYCARBONATE HY WINDOW ® SHALL BE INSTAliFD SO TABS FACE THE INTERIOR OF THE OPENING BUNG PROTECTED. I1Y WINDOW {�1 MUST BE ONLY INSTAL ED AND LOCKED USING A W SETTING TOOL PROVIDED BY ASS4 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 CO CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12 & 13 AS LIMITED BY SPAN AND DESIGN LOAD (SEE NOTES 1 & 2 ABOVE). B. MINIMUM SEPARATION TO CLASS SCHEDULE, PER ASTM E-1996: WIND ZONE MINIMUM SEPARATION TO GLASS 1 THRU 3 I' 4 1 1 / XTERIOR ONQa AND _ � (SEE NOTE 4 ABOVEI \ 4 5 FLOIZE A BUILDING CODE (Nan High Velocity Hurricane Zone F f f ..'......... �ic N0. 41� 4 A STATE 0 $ fD'• R ,�'FS•. ......... S/0 ffffgl.NAL., jff4fAAi '��''- 7 _ ' �� `�� nAL1� 1— / r 02020 RLTECO, INC. IL E C O �K�. A.S.S.A. American Shutter Syste Am Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 m2020 EASTERN METAL sLLPPLY, INC. BERTHA MY , �V Accordion Shutter System axx #w/ OR w/o Kv VANDQLN � TILLIT TESTING & ENGINEERING COMPANY ST 6 NR. 35M SL, sta 314, vMGNu rvROD6, E,mECA 3316t Phone : (305)671-1530 . Fax : (305)871-1531 e �e� 9Ln A FLORIDA r U.. ® u167 1 EY. N OESMIFTION . � DATE DRAWN BY: by I OLD 17-107 /2/2D2 DATE: 7/2/2020 z 3 DRAWING No 20-164WALTER cu�rr 4 5 Min. 6•= 1 1/20= 0.035• INSTALLATIONS W fn HV BLADE & HV .CENTERMATES ©1 -� 2•000- Mox.r ASM A-653 GRADE 40 Ain. �,VAPo�S..I - MIn. 0-60 GALV. STEEL METAL SPUDS AT 16' D.G. a3b INTO METAL STUD WALLS * 9L 6. O.C. 04f ... _ 0 OQ. I .. f2 1 3 4 6 1/4'x 0.035 THICK Min.l! 43C 430 . CALK STEEL TRACT( CHMDIEL. O 6. O.C. ®6' D C. ^ 1n AWM A-653 GRME 40 M'n. C-6o i GALVANIZED FASTENED TO STUDS ON ' � ININTERIORf& IIERI R AP?u ABIDE 39 E FACEws AASS T 1 4 N 1 NG GLASS R MIN. SEPARATION EXISTING GLASS --(sEE w S-..-- w to 1 21/4% 6 1/4•x 0.035' TMCK A6rt EXISTING FINISH CONT. GALV. STEEL TRACT( CHANNEL. AS APPLICABLE A-653 GRADE 40 Min. G-60 1 GTLLVANQED FASTENED TO SR10S W/ (2) JGx1/2• TEK SCREWS ON 43C : 43 ' f . ® I Xia NOMINAL ALUMINUM SLEEVE 6063-T5 ALLOY SEPARATION TO GLASS SCHEDULE r E�----3.ODo• . _ 1 Max. I. 43e LENGTH + 1- ]/4"0-20X3- BOLT MUST PENETRATE 43c 1- i.373 -I aI 250• I---+r-GSG• o INTERIOR & EXTERIOR FACE ; '0 6- O.C.O 6. O.C. h _ .. T_ ry� 1/4.0-20 THREADS WI W gg 43c 1�4 0 ELCO CONSTRUCTION . BLADE SLACK DETAIL HVF IS ALSO VALID FOR ■ 1/2" f2 CENTERMATE 21 APPLICATION WITH BLADE 10 PRODUCTS FAB—LOK HD W : 43b •_ , 1/2'= 653 TMCK VARIES'�'y{ ® 6" O.C. COMPONENTS ASM A-653 GRADE 4D 2 'Ma% . { MN. 0-60 cruv. 16, D.C.--{ ' ;! MS WALL HEADER SILL .INSTALLATION METAL SNOS AT 18' On.-> EXISTING FINISH AS APPLICABLE SCALE: 3/8"= 1" (TYP. TOP & BOTTOM) * GENERAL LIMITATIONS N CONDITIONS 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. ONLY5CENTERMATE 21 W/ 24 HV LOCK.ARE ALLOWED WITH 21 ARRANGED A sYmMETRicAL LAYOUT. USE OF (2) 35 (6- LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT -EXTERIOR OR INTERIOR ACCESS SIDE OF CENTERMATE. f _ ZIXISNNG GLASS _ I` :I ' � i I I �� SYMMETRYCAL !' _ I SYMMETRYCAL � �,� 143b 43C f 1 ; CENTERMATES W/ 43a I I CENTERMATES Wl i I EXTERIOR ACCESS SIDE I ! I I ! I ::INTERIOR ACCESS SIDE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1- 4 4- — --r - T 1 3/4'x 6 1/451 0.035• THICK Min. 1( j{ tONT. GALV. STEEL TRACK CHANNEL. ASM A-653 GRADE 40 Min. G-60 GALVAN]ZED FASTENED TO STUDS _ 1 ;I I •'+� / W/ TEH SCREWS ON MINT SEP S ON- . E5.;:I I I INTERIOR & EXTERIOR FACE (SEE SCHEDULE)`.Max. i Y 6• (7-) — -- -- IN (s"Min.) j 4 _ - — --- 2 4 -- ------ -- - - -- ---- ---- -- -- --- — — - _ z) q 1 ' •:' 21 � � +� >' 1 .�. �ocA o AT 12 - 21 _ . + - 2 1 ' . 21 . H ER/SI2ENDS i I j VIEW Y 1 2 ' -.3 1/4• (Typ-)-7 , ( (6" Min.) o�- 24.. SIDE CONNECTION TO TRACK (Cont.) - - 6 1/2• (Typ.)' 7• 7 6 1/2• MAX. SLICK 'k'K BYA BLADE SLACK DETAIL HVE BVC FLORIDA BUILDING CODE(Non High Velocity Hurricane -Zone Vigil!( �A� 02020 TILTECO INC. 92020 EASTERN METAL SUPPLY, INC. BERTHA NV No, 44 6 17LTE; O �N�. American HV. eLADE ord�o�n Shutter �■ ACRVMOM System TIWT TESTING 14 ENGINEERING COMPANY ■• Shutter Systems 6. N . DESCRIPTION .. ' DATE. DRAWN BY. M.P o' STATE f l/_s+u N.W. aMn st s> J05. wRcoan GARDENS. FDR DA safe Association. Inc. 1 olD.17-107 /z/202 DATE. 7/2/202D a "�••, Phone : (305)871-1530 . Fax: (305)871-1531 4268 Westroads Drive 2- '•�.�' •.F�ORI —.a: Lift-0-1-m West Palm Beach, FL 33407 3 DRAAWIING' o CA '` O//ONAT FLORIDA U.. 111 "167 s. SHEET fF. SEAL/ SIGNATURE/ DATE 6 20 0� 20