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HomeMy WebLinkAboutAPPROVED, FL389_R10_II_DRWING_ASSA_BLADE1(Beck residence)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 EDMON)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 ASIDE 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 7-16 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 % INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS hW 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 (D #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 1) AND HV WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 3. BERTHA H.V. ACCORDION PINS (HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE #14x2.75" 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—T5 ALLOY. ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION 111-6 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 D : 12,13,14,15 AND 20 HV BLADE 1D & ® 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. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL HV AND HD CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN 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 IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 1.''} 1(1 l i l �e�daai 051 No. 441 7 -o' STATE C F L0RI7 0NALk�L��,'WEA'L/SIGNATURE/DATE ©2020 TILTECO, INC. /0- LIECOINC. 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: tiltecocool.com CA-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. # 44167 TABLE OF CONTENTS GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE & WINDOW DETAIL AREA 2: HV BLADE 0D AND HV WINDOW BLADE �1A1 — (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: HV WINDOW BLADE IAA ONLY TYPICAL SHUTTER ELEVATION SHEET 19 AREA 4: HV 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 (Han 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 la G IIIr11 ■ ■7 M ■7 W TM Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WNDOW BLADE :V. No DESCRIPTION I DATE DRAWN , BY: MY 1 OLD 17-107 /2/2020 DATE: 7/2/2020 3 DRAWING No 4 20-164 5 SHEET 6 1 OF 20 a r 3"0 FOR WINDOW BLADE 0/ i pot o 4.371 " 4.857" 1O HV SOLID BLADE COVERED UNDER US PATENT # 5458179 1 A HV WINDOW BLAQE* *SEE LIMITATIONS OF USE OF BLADE ® ON SHEET 19 6063-T6 ALLOY AND TEMPER ©HV ADJ. FLOOR TRACK QUALIFIED FOR USE W/ HV BLADE 6063-T6 ALLOY AND TEMPER 11 HV CEILING HEADER Q LIFIED FOR USE W/ HV BLADE 1O ONLY, SEE SECTIONS FOR VALIDITY 6063-T6 ALLOY AND TEMPER X } MN. XMIN.YMIN.t 1" 1" 10.062", rt 16 SIDE ANGLES QUALIFIED FOR USE W/ HV BLADE 1O 6063-T6 ALLOY AND TEMPER G o. 0.454 0 (I.D. � 1 4.385" 4.999" OHV UNIVERSAL FLOATER QUALIFIED FOR USE W/ HV BLADE 1O 6005-T5 ALLOY AND TEMPER 3.226" 1.500" .085" 6 (TYP.) P- - 4.897" 07 HV ADJ. ADAPTER WfLIP QUALIFIED FOR USE W/ HV BLADE 1� 6063-T6 ALLOY AND TEMPER "2 VARIES N 1" 1.915" Max. °02 o 083" a 083" 100" 00 .060" o r7 .060" • ­ 3.520" 1� HV HEADER/SILL QUALIFIED FOR USE W/ HV BLADE 1OONLY 6063-T6 ALLOY AND TEMPER ALUMINUM ANGLES QUALIFIED FOR USE W/ HV BLADE 1� ONLY 6063-T6 ALLOY AND TEMPER VARIES 2" 1.918" Max. 0 090' N N N m; ® HV DIRECT MOUNT QUALIFIED FOR USE W% HV BLADE 01 6063-T6 ALLOY AND TEMPER ® HV WALK —OVER TRACK QUALIFIED FOR USE W/ HV BLADE 6063-T6 ALLOY AND TEMPER O M ,6_701 4&j 3.529" 13 HD CEILING •HEADER/SILL QUALIFIED FOR USE W/ HV BLADE 1O SEE SECTIONS FOR VALIDITY 6063-T6 ALLOY AND TEMPER COMPONENT A B 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" 5" MAX. 0.139" 0.131" 1.491" 1.200" N 0 5a`l \,,zSj, *HV 90'/180' STARTER QUALIFIED FOR USE W/ HV BLADE 9@ 6063-T6 ALLOY AND TEMPER 2.670" 67o 1.000" .994" — - 842 ib 0 Mi NN — .920 '- 9O V TRENCH TRACK QUALIFIED FOR USE W/ HV BLADE (D ONLY. 6063-T6 ALLOY AND TEMPER I_ 3.JZy I 14 HD WALL HEADER/SILL QUALIFIED FOR USE W/ HV BLADE 1T ONLY. 6063-T6 ALLOY AND TEMPER X Y t 2" 2" 0.125" 3" 3" 0.090" l I X 2000RNER POSTS QUALIFIED FOR USE W/ HV BLADE 1� 6063-T6 ALLOY AND TEMPER HV RAINGUARD QUALIFIED FOR USE W/ HV BLADE 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone 1111V4°�'° ©2020 TILTECO, INC. ©2020 EASTERN METAL SUPPLY, INC. ��..• /T'�% BERTHA HVTV \,\G EN'-ZA.S.S.A Accordion Shutter System ■ H.V. BLADE #1 W/ OR W/O H.V. WNDOW BLADE No. 441 7 American Shutter Systems REV. N DESCRIPTION DATE DRAWN BY: M.P TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 17-107 7/2/2020 DATE: 7/2/2020 • 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 3316 STATE OF ' 0/zf�) Phone : (305)871-1530 . Fax : (305)871-1531 4268 Westroods Drive 2 `o e-mail: t0'DRAWING No ORID ®aol.com West Palm Beach, FL 33407 3 20-164 �e �••' C � CA-0006006719 �/� Fs ... • • - WALTER A. TILLIT Jr. P.E. 4 S/ ONA�- SEAL/SIGNATURE/DATE FLORIDA Lic. # 44167 5 SHEET 6 1 2 OF 20 21 HV CENTERMATE MATE QUALIFIED FOR USE W/ HV BLADE 1O& 1A ONLY 6063-T6 ALLOY AND TEMPER g O N 2.750 PLAN 0 N 2.750" _I FRONT ELEVATION �7 LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE(DONLY 6063-T6 ALLOY AND TEMPER 1.917 m m o .063" .214" °p N r 0 31 HD CENTERMATE W NO LOCKING ROD QUALIFIED FOR USE W/ HV BLADE 1 ) & A 6063-T6 ALLOY AND TEMPER VARIES, 12" MIN. 1/4" 0-20 S.S. OR 3/8"0-16 rt ACETAL THUMBSCREWS. (SEE DETAILS) t 15' ® LOCKING ROD 0 Iq QUALIFIED FOR USE W/ HV BLADE (1 6063-T6 ALLOY AND TEMPER ZL INSTALLATION WILL REQUIRE A 7/16" HOLE DVID ILLED AT TRACKS FOR PROPER EMBEDMENT 22 HV FLOATING CENTERMATE ems' QUA iED FOR USE W/ HV BLADE 11)& 1A ONLY 6063-T6 ALLOY AND TEMPER 2.874" 1.756" .922" N Q6Z 00 O P7 O 04 N M] I � coo rn i �I ® HV MALE "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE 1OONLY 6063-T6 ALLOY AND TEMPER ❑`� _ 1.917" CCD QUALIFIED FOR USE W/ HV BLADE 1 & l 6063-T6 ALLOY AND TEMPER 1.130 N rn Co to — 375"0 © HV 3/8"0-16 ACETAL THUMBSCREWS QUALIFIED FOR USE W,' HV BLADE SAP ��G E d No. 44 67 STATE F-tO--Zo : ORI- . . xv 1/A11IP'T. SEAL/SIGNATURE/DATE 23 HV CORNER CENTERMATE Q ALIFIED FOR USE W/ HV BLADE 1 ONLY 6063-T6 ALLOY AND TEMPER 1/4"-20x1/." 1/4"-20 —DIE CAST FLAT HEAD THREADED HOUSING ENAMEL S.S.M.S. BAKED PAINTED (2 TYP.) rn -- M � .875" .318" - BRASS CYLINDER & KEYS (CHROME PLATED) 00 ® HV LOCK .875" QUALIFIED FOR USE W/ HV BLADE( & ® ONLY HV FEMALE "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE MONLY 6063-T6 ALLOY AND TEMPEr 3.161 432 3#3 HD CENTERMATE'S INSERT QUALIFIED FOR USE W/ HV BLADE 1O& 1A 6063-T6 ALLOY AND TEMPER t 1 /2" Y 1 /4"0 (3� HV 1 /4" 0-20 AISI 304 ERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE Cl) 02020 TILTECO, INC. IILIECOIINC'"'� 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. FLORIDA Lic. # 44167 1/4"-20 THREADED DIE CAST i HOUSING ENAMEL Go 5BAKED PAINTED EGRESS TURN Q KNOB. BRASS CYLINDER (CHROME PLATED) ® HV EGRESS LOCK QUALIFIED FOR USE W/ HV BLADE 1T & ® ONLY. 250" O.D. .518" PLASTIC HEAD 0 - .518" 321 MOLDED TO n m N SCREWLO n LO 0q I M -.360" AFTER RIVETING O _ _825" "'1 /4"-20 x 3/4" BEFORE RIVETING " n S.S. THUMBSCREW 1 4-0-20 RIVNUT* Q *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 "T" LOCK ® HV ALTERNATIVE LOCK QUALIFIED FOR USE QUALIFIED FOR USE W/ HV W/HV BLADE @ ONLY. BLADE 0 ONLY N N aq to THUMBTURN CYLINDER OR KEY CYLINDER 0.875" Min. ^0 1 .125" Max. ID I�'1 FTHUMBTURN -' CYLINDER OR KEY CYLINDER ® HD LOCK BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. QUALIFIED FOR USE W/ HV BLADE lO & @A FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 02020 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System H.V. BLADE #1 W/ OR W/0 H.V. WINDOW BLADE : V. No-_ DESCRIPTION DATE DRAWN BY: M.P 1 OLD 17-107 7/2/202 DATE: 7/2/2020 3 — DRAWING No 4 20-164 5 SHEET 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV 1 HV 10 HV BLADE 1 HV BLADE 1A 1@ HV LONG RECESSED NYLON BUSHING 39 HV SHORT RECESSED NYLON BUSHING 40 HV NYLON HAT WASHER ® HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870"x3/16" THICK NYLON WHEEL. 0.188"0 AISI 302 SERIES S.S. RIVETS ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD HV 2 3/4" ACCORDION PIN W/ #8 HEAD ® POLYCARBONATE IMPACT RESISTANT HV WINDOW (1) HV PIN ®SHALL BOTTOM KNUCKLES OF HV @ BLADE. ALWAYS BE USED AT ALL EXTERIOR HV ACCORDION SYSTEM W/ HV lO OR � My, -38 �Z QYOQ LOw0 EXTERIOF 4i6IOR ® -® or �3 I(SEE NOTE FOR REQUIREMENTS) Y �v �QOf oat 38 NLq& TYPICAL SHUTTER ASSEMBLY N.T.S. (2) HV PIN ® MAY BE USED IN LIEU OF © AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O o0.324"- BLADE WHEN CORRESPONDING TO INSTALLATION "11 ", SHEET 7. 104s -Ir- TYP. \ (3) HV PIN © OR O3 W/ 1 /2" O.D. 1 /16" THICK S.S. WASHER m „ SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X,:2 SHEET 00 WHEEL CARRIAGE DETAIL N.T.S. M 42 OR 4. EXT DE'S KNUC NOTE * 2EQUIREME ASSEMBLY LAYOUT N.T.S. BLADE'S — KNUCKLE (TYP) 2 7/8" MIN. CLEAR SEPARATION BETWEEN BLADE OPENINGS EXTERIOR 1 HV BLADE SOLID & fA HV WINDOW BLADE DETAILS N.T.S. fil ili 02020 TILTECO, INC. INC. No' 4� TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 331 ' STATE o '• F Phone (305)871-1530 . Fax : (305)871-1531 e—mail: tilteco®aol.com s �� •• /C`*, �i� �'�y' • , C• R•� •'• CCi CA-0006719 WALTER A. TILLIT Jr. P.E. � V �`'Ls/ANAL -.,, AL/SIGNATURE/DATE FLORIDA Lic. # 44167 12" MIN. CLE14*NCE 625" TO BLADE TOP �' E GE ��i4j 1875" TON HV WINDOW BLADE .0625" X— .0� .0625" N.T.S. ON X—X �I N.T.S. "0 OPENIN ,1875" Y .0625* 0.0625" if FLAT PORTION R1.750�j YTERIOR �' 3750" X �02.8750" ` X j HV WINDOW 03.00 " 0625" �3.7500" J 0625" j ± 5 3/4" SECTION Y—Y /I� ON C NTERS N.T.s. 7500" — — 2 1 /4" EXTERIOR ELEVATION N.T.S. CLEAR BETWEEN TYPICAL HV WINDOW BLADE AND I T S - i PORBONATE HV WINDOWqa LYCA DETAIL N.T.S.I POLYCARBONATE IMPACT RESISTANT HV WINDOW \__ I BAYER MAKROLON 3103 POLYCARBONATE 12" MIN. L�A�A CE *7 RESINS, UV —STABILIZED GRADE OR SABIC TO BLADE M INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE "F" ON SHEET 19). POLYCARBONATE SOURCES FOR 44 APPLICABLE RESULT TYPICAL PROPERTIES STANDARD BAYER SAM 0004%TAE REFERENCE w1[xx / SCIENCE LLC.NAKROLM 312 PLASM IE4AN 103 REM PHYSICAL SPECIFIC GRAVITY MECHAN ai ASTM D792 0.043 lb/in' 0.043 lb/in TENSILE YIELD STRENGTH ASTM D638 9,400 p.s.i. 9,500 p.s.i. FLEXURAL STRENGTH AT YIELD ASTM D790 12,500 p.s.i. 13,400 p.s.i. FLEXURAL MODULUS ASTM D790 340,000 p.s.1. 345,000 p.s.i. NOTCHED IZOD FIRE BURNING CHARACTERISTICS: ASTM D256 ASTM 02843 18 Fr—lb/in 47.2 R 17 FT—Ib/in 64.5 R MAX SMOKE DENSITY RATE OF BURNING ASTM D635 C-1 CLASS C-1 CLASS SELF IGNITION ASTM D1929 1040 'F 980 'F WEATHEBINEx: ASTM G155 TENSILE STRENGTH AFTER WEATHERING ASTM 638 9302 p.s.i. 8840 p.s.i. TENSILE STRESS BEFORE WEATHERING ASTM 638 8461 p.s.i. 8880 p.s.i. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 © 2020 EASTERN METAL SUPPLY, INC. O6■'f ■ ■7Oft ■7 V TM Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WINDOW BLADE REV. No DESCRIPTION DATE DRAWN BY: M.P 1 OLD 17-107 /2/202C DATE: 7/2/2020 2 DRAWING No 4 20-164 5 1 SHEET 6 1 A OF 20 HR + ®°R A r IC rt�5 ®+ Ib �0Id1-SI°R�OR©OR®OR O af1 .SI OR�+OpR© 35*. I )R®OR ' ,� id v HDDBB-HVB O �4.'•OR 2 S OR 6 OR O OR 4v V i V HDVC-H�VC - - O - _FO�uaio= `yy{ o_ f� I H D-H x 60-I5V2 w i J 8 0 o orcz-zm HDD-HVD \ I V N® ' ) SEE END CONNECTION DETAILS ON SHEETS 10 & 18 TYP. FULL HEIGHT. n - "NLIMITED WIDTH Il -1 l OR ® OR ©+ O OR ® OR 1 Q OR 10+ 15 OR 17+OOR +OR ©+O + 17 OR©+O + 18 OR 1 rJ + ®OR �+ ®OR ®+ IT /1 OR ®+ ®OR 19 + 1 3 OR 19 + OOR�+ TYPICAL 1 HV BLADE SHUTTER ELEVATION N.T.S. ♦ v\GEN s � No. 441 �0' STATE 0 �S. 40R10 ONgL �','��` EAL/SIGNATURE/DATE Q N V) go ego w <_ NZv w ooz N aL3 -3 5s OF CORNER CENTERMATE ©2020 TILTECO, INC. *NOTES ON HV LOCKS AND CENTERMATES: 1. MANDATORY CONDITION #1: ONE HV LOCK (8 or(� SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12" ABOVE OR BE OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105", AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK or (9 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO ®1 OR CENTERMATES W/(2) 1/4"0-20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. • 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 OR ® SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. J2 IS USED W/YYI10 H.V_ LOCKS): LOCKING RODS ® ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS ® OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. MANDATORY CONDI110N �2: ONE HV LOCK ® ® SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK 2 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. 1 OR 9j ONE ALTERNATE HV LOCK 26 MAY BE USED IN LIEU OF HV LOCK 0 orf5 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE LOCK ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4"0-2Ox3/4" S.S. THUMBSCREW TO ©1 OR ® CENTERMATES SHALL BE MADE W/ 1/4"0-2Ox3/4" ALUM. RIVNUT AS SHOWN ON SECTION HVE, SHEET S. ONE LOCK SHALL. BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. 6. MANDATORY CONDI110N #3 FOR KEYSTONE MOUNTING INSTALLATIONS: ONE HV LOCK ® or ® or ® SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12" ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96*, AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK ® or © or ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO ©1 or ® SYMMETRICAL CENTERMATES W/ (2) 1/4"-20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS ® W/ OR ® TOP AND BOTTOM IS COMPLETELY MANDATORY. *NOTES ON HV "T" LOCKS AND CENTERMATES: 1. SECOND ALTERNATE TO MANDATORY CONDITION 41 VALID ONLY FOR HV -r LOCK (id . AND CENTERMATES 6?A ANi ONE ALTERNATE HV "T" LOCK MAY BE INSTALLED IN LIEU OF HV LOCKS ®OR ® FOR ANY SPAN AND INSTALLATION AT ANY ELEVATION. ALTERNATE LOCK ® MAY 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 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"0-20x1" S.S.M.S. INTO A 1/4"0x 5/8" RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS ® TOP AND BOTOM IS MANDATORY. *NOTES ON HD LOCKS & CENTERMATES: 1. Hd1S2G1S 3� �I /AID CENTERMATES 1 OR s32 w/ 133 : ONE ALTERNATE HD LOCK 3& MAYBE USED IN LIEU OF HV LOCKS 24 OR -25 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE HD LOCK ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF HD LOCK ® TO © 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. 11LIECOm c. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 3316 Phone : (305)871-1530 . Fax : (305)871-1531 e-mail: tilteco®aol.com CA-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. # 44167 FLORIDA BUILDING CODF (Non Hiah Velocitv Hurricane A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 e © 2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System H.V. BLADE #1 W/ OR W/0 H.V. WINDOW BLADE V. N DESCRIPTION DATE DRAWN BY: M.P 1 OLD 17-107 7/2/202 DATE: 7/2/2020 2 DRAWING No 4 20-164 5 SHEET —C,ONCRETE ANCHORS POURED CONCRETE POURED -- POURED (SEE SCHEDULE ON OR CONCRETE BLOCK CONCRETE REQUIREDCONCRETE I SHEET 13) CONCRETE ANCHORS REQUIRED FOR (SEE SCHEDULE ON CONCRETE ANCHORS 17 18 oR 5A EYSTONE (SEE MOUNTING ®ON SHEEP 7) % SHEET 13) r X (SEE SCHEDULE ON SHEET 13) 1" f J •f r----- 12OR14 1/4"0-20x3/4" S.S. 1 —EQ EQ MACHINE SCREWS r USING 1/4"-20 NUTS 1 2.. --- — ® 12" O.C. 1 / - �2„ r --- -- 13 OR 15 E. D.* .250" Max. % r-- L____ * E. D I 250" Max. F� D.� I / I II I li E.D i i D.* OPTIONAL 1 1 I I 1 I I 1 I • 1 I I! 1 % � OPTIONAL I nNN. SEPARATION •T 1 I TO GLASS (SEE 1 1 I 1 �BAADE J1 I I ON SHEET 19 FOR 1 I, EXISTING t1LADE5 (D& �A GLASS---, 1 1 iL 1 (A) HY WALL HEADER INSTALLATION EXISTING GLASS-- i MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET I~ 11 FOR BLADE(DAND I ON SHEET 19 FOR BLADES (D & (jA 1 I I� 1 : OR �♦ i u MIN. SEPARATION TO GLASS _ 1 1 (SEE SCHEDULE ON SHEET 11) EXISTING CLASS----,' 1 I — 1 0 R 1�♦ © ,HV WALL HEADER INSTALLATION + KEYSTONE d MIN. SEPARATION TO GLASS `(SEE SCHEDULE ON SHEET 11) III I I I I I 1 i 1 Ir-1 EXISTING I I 1 1 I GLASS—+ ` % ilii i;iil I II it 1/4" Max. OPTIONAL I I I I I 1 I r * I r— U. ii ii I " ii ii t r - 13 OR 13 12 OR 14 r--'--- _ 1/4"0-20x3/4" S.S. r' -- PHILLIPS TRUSS HEAD r7 j 7 OR 1 $ —EQ EQ I MACHINE SCREWS USING .1CONCRETE ANCHORS 1" , 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 SILL INSTALLATION (SEE SCHEDULE ON 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 * E. D. = EDGE DISTANCE ASSEMBLY ♦ SEE LIMITATIONS OF USE FOR 2— MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) BLADE 1A ON SHEET 19 IN ANY WAY TO SUIT ANY INSTALLATION. �``�• \\CEN d No. 441 7 - - -o•• STATE 0 ORID ON filkli . SEAL/SIGNATURE/DATE 02020 TILTECO, INC 11LIECO 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 Lic. # 44167 I I I EXISTING MIN. SEPARATION TO GLASS GLASS (SEE SCHEDULE ON SHEET 11 1 /4"0-20x3/4" S.S. MACHINE SCREWS W/ 1/4"-20 NUTS ® 12" O.C. rMin.—I 13 0R 15 _.250" I I Max. © HV WALL HEADER INSTALLATION I , MIN. SEPARATION TO GLASS 4I i I EXISTING (SEE SCHEDULE ON SHEET 11) GLASS i. I 1 zl ice— OPTIONAL 1 I - 1 I II 1 /2—t _ - -- lF 19 EQ Ai _- I 1„ Mn. CONCRETE ANCHORS 1/4"0-200/4" S.S. PHILLIPS (SEE SCHEDULE ON TRUSS HEAD MACHINE SCREWS W/ 1/4"-20 NUTS ® 12" O.C. POURED CONCRETE SHEET 13) OR CONCRETE BLOCK REQUIRED O HV WALL SILL INSTALLATION INSTALLATION DETAILS 1 HV BLADE FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 © 2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System H.V. BL M #1 W/ OR W/O H.V. WNMIW BLADE .V, -No DESCRIPTION DATE DRAWN BY: M.P I OLD 17-107 //2/2020 DATE: 7/2/2020 2 DRAWING No 4 20-164 5 SHEET 6 6 OF 20 POURED CONCRETE ANCHORS I MIN. SEPARATION CONCRETE (SEE SCHEDULE ON SHEET 13) TO GLASS (SEE REQUIRED I SCHEI)U E ON SHEET EDGE OF 11 FOR BLADE 1CAND SLAB IF I ON SHEET 19 FOR E. D. APPLICABLE EXISTING B-AMT&O r GLASS E I E ALTERNATE I ANCHOR a LOCATION A EXISTING 1 4 1 1 GLASS--,' 1 I 1 I MIN. SEPARATION j TO GLASS (SEE -J1 SCHEDULE ON SHEET 1 l 11 FOR BLADE (DAND ON SHEET 19 FOR I BLADES (D & ( I —1 1 OR 13 oR 15 - I t ©+ It EDGE OF--1 SLAB IF APPLICABLE I POURED — 1_ 0R ® CONCRETE REQUIRED © HV CEILING INSTALLATION --E. D.* ✓ 0R ® EXISTING I 1 ¢ GLASS ---I I MIN. SEPARATION TO GLASS j I— (SEE SCHEDULE 1 \ ON SHEET 11) II - #10x3/4" HEX WASHER HEAD 3j8" MIN. TEK SCREWS ® 12" O.C. 3j6 MINm CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) i1+ rll 1 /2' � HV FLOOR INSTALLATION t EDGE OF - SLAB IF /-'•. I MIN. SEPARATION TO GLASS QI`(SEE SCHEDULE ON < I I I SHEET 11) I I I 11 11 EXISTING I I GLASS EDGE OF SLAB IF APPLICABLE APPLICABLE POURED CONCRETE ' I`E. D.*-� REQUIRED FLAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) GI HV WALK —OVER INSTALLATION EDGE OF SLAB IF APPLICABLE POURED-' FLAT HEAD CONCRETE ANCHORS CONCRETE (SEE SCHEDULE ON SHEET 14) REQUIRED 11 TRENCH INSTALLATION VALID ONLY FOR UP TO +70, —75 PSF A.S.D. DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE #3, SHEET 11 EXISTING A _ MIN. SEPARATION MIN. SEPARATION I t' j I CONCRETE ANCHORS G�i TO GLASS 1 1 TO GLASS I I 1- 1 (SEE SCHEDULE ON , �- (SEE SCHEDULESI O ON SHEET 11 I 1 .I 1 4 0 fIW BUIIDL7( TAPCON W (SEE SCHEDULE I I ; 1 ' SHEET 15) ' / " / ) 1 I ON SHEET 11) I I =� i l l I l i EXISTING ADVANCED THREADFORM O EXISTING I I I EXISTING i 1 I 1 I - TECHNOLOGY OR 1/4"0 POWERS GLASS I I l a GLASS MIN. SEPARATION TO GU -I MS I I I GLASS — I I I I FASTENERS TAPPER+ ANCHORS W I 1 /4" I\ I (SEE SCHEDULE ON %CEY t 1) / I 1 0 11 II II II II I II II I MIN. SEPARATION TO d MAX. MIN. I(SEE SCHEDULE ON SHEF® 11) 1 1 I I I O.C. FOR UP TO 6'-0" SPAN AND 11 I I I I I I I 1 4" O.C. FOR SPANS LARGER THAN III LI 11 f j 1 I 1/4" I � I Irjil 1 6'-0" UP TO 8'-0" MAX. APPLY 4 I 1 t I .I I• 1 SEALANT AT EVERY FASTENER HEAD w l I* MAX. i I j (TYP.) (SEE NOTE j r ON SHEET 11 1 /2" D. 1 I #10x3/4" HEX E ,0 * :' i i i FOR LIMITATIONS MAX. OR 1 rJ I r I I WASHER HEAD i i I- j CONT. SEALANT 1 T I I MIN. I I -TEK SCREWS _ % II II II tl ..la: ?I ® 12" O.C. O I I #14x3/4" HEX HEAD %1 3 8' 1 8„ f $ I TEK SCREWS ® 9" D.C. ' - #14x3/4" S.D.S.21 4' �a 1/4"0-20x3/4" SS MS / CONCRETE ANCHORS 'I r-i--= + ]� f 3/ f r--�-- I I7 I I —USING 1/4"0-20 NUTS OR 1 4"0-20 S.S. M.S. I W/ NUT ®9" O.C. (SEE SCHEDULE ON n2 ' ® 9" O C. 1- Max. ®12" O.C. a , I SHEET 14) N f , -----7 ` ---- 17 OR EXISTING NON STRUCTURAL 2.00" MIN. f 1 /2 - WALL TRIM (DECORATIVE OF EDGE ff ' t'•: • E.D. SILL) /JSLAB IF _#14x3/4" F.H. S.D.S. MIN' f LI tf 7�8", 1 7/8'''' f it f� f APPLICABLE, 1y ®9" O.C. POURED CONCRETE f f ' CONCRETE ANCHORS `SEE NOTE 13(b) a • REQUIRED eE.D POURED CONCRETE— (SEE SCHEDULE ON ON SHEET 1 `SEE NOTE 13(b) f �1.D. % OR CONCRETE BLOCK SHEET 14) POURED CONCRETE ON SHEET 1 REQUIRED OR CONCRETE BLOCK OPTIONAL POURED !r REQUIRED M KEYSTONE MOUNTING INSTALLATION CONCRETE` O HV WALL FLOOR INSTALLATION © HV WALL WALK —OVER INSTALLATION MAXIMUM AS.O. DESIGN PRESSURE: +64,-72 psf REQUIRED - MAXIMUM SHUTTER SPAN 8'-0" GJ HV RAINGUARD INSTALLATION t NOTE: 'r THIS INSTALLATION SHALL BE NOTE FOR COMBINATION OF SECTIONS: * E. D. = EDGE DISTANCE REMOVABLE WHEN PERFORMED SEE LIMITATIONS OF USE FOR 1- SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) ADJACENT TO AN OPERABLE EXIT ASSEMBLY OR ENTRANCE BLADE 1A ON SHEET 19 INSTALLATION DETAILS W Z 10 HV B LA D E 2- MOUNTING SECTIONS CAN BE COMBINED - ' n IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone \MI(�iiiJiii ��,� ®2020 TILTECO, INC. © 2020 EASTERN METAL SUPPLY, INC. ,...:.. 1��T'� BERTHA HVTI.1 �? V\CEN F .`��'- I L E 0 V IN C. Accordion Shutter System a A ■ S ■ S ■ A ■ H.V. BLADE #1 W/ OR W/O H.V. WINDOW BLADE No, 44 67 = American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY Y REV. No DESCRIPTION DATE DRAWN BY: M.P STATE F 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166Association, Inc. 1 OLD 17-107 /2/2020 DATE: 7/2/2020 Phone : (305)871-1530 . Fax : (305)871-1531 4268 Westroads Drive 2 DRAWING No �����•, F,4ORI P ,•[�/�� e-mail: tilteco®ool.com West Palm Beach, FL 33407 3 r1 V CA-0006719 20-164 %ss/0 N A L ,�u�\��\`� ` WFLOR FLORIDA L c. # 44167ALTER A. TILLIT Jr. E 5 SHEET �01111 %O` SEAL/SIGNATURE/DATE 6 1 7 OF 20 OUT 90' I N I EXISTING GLASS QOR®OR©+OOR /®OR1O +QOR 00 0 0 ©oo/ �$_ _ 6 + + 1 OR 6 + + OR ^f ,, '1 O+®ORQ+®OR®+@OR 2"x2"xl/8"x0'-2" �1 $�+ ®OR Q+ OOR 9 +Q (6063-T6 ALLOY) ALUM. ANGLE W/(2) 1/4"0 TAPCON 1/2" OR © + ANCHORS TO CONCRETE (TOP/BOTTOM) & #10x3/4" S.M.S. ® 12" (4)#10x1/2" S.M.S. TO TUBE 1 O.C. FULL LENGHT. AT EACH ANGLE. (TYP) I. \ `-'I \ -I I I III II9:�!S]------ O 90*'�' 1/�ii - IL 2" _ S Q OR OR©+0OR®OR10 + @OR @+ Q OR ©+ @OR 0 + Q .OR ©+O + @OR©+O + 1 R EXISTING GLASS O+ �$�+®oRO+ooR�Q+O ®OR Q+ ®OR& Q OR �EXISTI _ MIN. SEPARATION — — — OR 2 + O ® — GLASt oR TO GLASS (SEE SCHEDULE IN OPTIONAL ON SHEET 1 1) t (INTERIOR) L —� — — — HVD INSTALLATIONS WZ I HV BLADE W HV CENTERMATES OR 2$ 3 1/4" � O i HVA OUT a 0R 4 aR �6 (EXTERIOR) \\\��,}Elul 144 1 No.44 67 �•STATE F . Z � '40RIP SS/O hiA ® . W SEE NOTES ON LOCKING RODS 5 , HV LOCKS D or 2� AND ALTERNATE HV LOCK ® ON SHEET 5. ** BLADE SLACK DETAIL HVF IS VALID FOR ALL CENTERMATES APPLICATION WITH BLADE( SEE END WALL CONNECTION EXISTING GLASS DETAILS ON SHEETS--1_ I -- — - F; 1 /7" low — "''liiiill,11, lie� SEAL/SIGNATURE/DATE SYMMETRICAL HVE ©2020 TILTECO, INC. 'Y.I/ OUT ®-61 HVB ®O+0OROOR@+OOR HS VC OR OR 6 7 8 lO 3 EXISTING GLASS 1 0 + Q OR ©+ @OR Q+ Q OR O O © \©/ O Q MIN. SEPARATION - + OR 1 + OR + 7 OR TO GLASS ONAL (SEE SCHEDULE =RIOR) ®+ ®OR O+ @oR 1 9 + ON SHEET 11) OR @ + L E C o mc. 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®aol.com CA-0006719 WALTER A. 11LLIT Jr. P.E. FLORIDA Lic. # 44167 C3) OUT VARIES 6 1/2" MAX. SLACK HVF** FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone 1 © 2020 EASTERN METAL SUPPLY, INC. MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11) POURED CONCRETE OR CONCRETE BLOCK WALL REQU�ED 7.,/ ,. —CONCRETE ANCHORS 16" O.C. A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 V`E1 ■ ■ ■M A 8 ■ I:' Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. 1MNDOW BLADE REV. No DESCRIPTION DATE DRAWN BY: M.P 1 OLD 17-107 7/2/2020 DATE: 7/2/2020 a3 DRAWING No 20-164 F15 SHEET SEE END CONNECTION DETAILS ON SHEETS 10 & 18 INSTALLATION :1. HV BLADE EXISTING GLASS IiA BLADE Q SLACK DETAIL HVF, INDICATED ON SHEET 8, W/ / HD CENTER MATES f a AS WELL AS UNIVERSAL FLOATING BLADE Q3 DETAIL HDD—HVD , ©ae®oR©+O7 oR�aR1Q +�ac INDICATED ON THIS SHEET, MAY BE USED WITH THIS ALTERNA' INSTALLATION DETAIL HVG SHOWN IN THIS SHEET. l + oR + aR oR 2'x2'x1 /8"z0'-2 1 (6063—T6 ALLOY) ALUM. OR�+® 35 ANGLE W/(2) 1/4.0 TAPCON ..�� ANCHORS TO CONCRETE I 5/6 I (OPTIONAL) — — — — — — — — — — — — — — —W (TOP/BOTTOM) &_ L------— — — — — — — — — — — — — — — — — — — — — — — — — — .4 (4)$10x1/2" S.M.S. TO TUBE #10x3/4" S.M.S. ® 12" AT EACH ANGLE. (TYP) I O.C. FULL LENGHT. * I N — — — — (4) H.V. — — — — — — IIV (4) H.V. _ m 30 HV "T" PINS (TYP.) 5 5 8" 7 3/4" PINS (TYP.) 5 LOCK (INSIDE) 1 E So _0 * SEE NOTE 6 FOR HV LOCK 3� "T" LOCK, ON SHEET 5. t 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 5 A 30 HV "T" LOCK (OUTSIDE) 11 iit i4 ENS No. 44117 _10 STATE 0 RI 29 — 10— 35 OUT 1 /4" 0-20 x 1 1 /2" S.S.M.S. W/ 7/8"0 x 3/32" WINGNUT. 26 HVG* 2M SIGNATURE/DATE 31 OR OR 32 31 OR 4 35 (OPTIONAL) HDB—HVB OUT SYMMETRICAL HD CENTERMATES W * LOCK (EXTERIOR) HDD—HVD** FLOATING STACK ©2020 TILTECO, INC. 11LIEC0111111111C."\ TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 3316 Phone : (305)871-1530 . Fax : (305)871-1531 e—mail: tiltecoccol.com CA-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. # 44167 + ©pR©+O+®OR y©+O (OPTIONAL)— — — MIN. SEPARATION TO GLASS (SEE SCHEDULE ON�1) 1 F-Q V_;.1 * (OPTIONAL) HDC—HVC SYMMETRICAL HD CENTERMATES W/ LOCK _(INTERIOR) 1O * SEE NOTES ON LOCKING RODS 30 & HD � LOCKS ON SHEET 5 ** UNIVERSAL FLOATING BLADE© DETAIL HDD—HVD IS VALID FOR ALL CENTERMATES APPLICATIONS WITH 13LADE Q FLORIDA 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 fi G f7 f W1104 f7 V TM Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WINDOW BLADE 1 OLD 17-107 7/2/2020 DATE: 7/2/2020 3 DRAWING No 4 20-164 5 SHEET 6 1 9 OF 20 — POURED CONCRETE OR CONCRETE BLOCK WALL f f= REQUIRED CONCRETE ANCHOR EXISTING GLASS ® 16" O.C. 2" MIN ;7" — � — A I MIN. SEPARATION _- EQ i i EQ ; f TO GLASS (SEE i I I r SCHEDULE ON SHEET 1/16"x3" MAX. r/ 11 FOR BLADE RAND (6063—T6) CONT. (LOCATE AT ON SHEET 19 FOR ALUM. CLOSER EITHER SIDE BLADES 1Q& PLATE. (LOCATE AT EITHER SIDE OF 5O) 1 /2" MIN. OF ®) #10x1/2" S.M.S.#10x1/2" S.M.S. _—_—_ ® 16" O.C. ® 16" O.C. 1b OR �aR ae 6 + 7OoRi8 ioRlp *®ae END CONNECTION DETAIL 1� F J CONCRETE ANCHOR ® 16' O.C. _ _ r----- ! L----- 2" MIN/ POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 112" MIN. OR 1& END CONNECTION DETAIL 50 POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11 FOR BLADE DAND ON SHEET 19 FOR BLADES 1) & 9 1 /' MI SEE DETAIL X FOR SIDE CONNECTION SEE DETAIL X FOR O� TO TRACKS R � POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS f r 1 ' I USE 1" OR 2" MAX. (AS APPLICABLE)x2"x1/8"xO'-2" I ALUMINUM CLIP ANGLE (6063—T6 ALLOY) AT MIDHEIGHT J (1) #10x1/2" S.M.S. TO ®& (2)1/4"4 TAPCONS ANCHORS TO WALL AT 1 " O.C. (LOCATE AT OR �� EITHER SIDE OF ® ) SEPARATION MIN. TO GLASS (SEE SCHEDULE ON SHEEP 11 FOR BLADE 1Q AND ON SHEET 19 FOR 1 /2" BLADES 1Q & POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED —2" MIN EXISTING GLASS lo j MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11 FOR BLADE 1) AND ON SHEET 19 FOR BLADES 1Q & 9 OR 1& SIDE CONNECTION _ I «e «e 6 + «, aR 0 + «+ SEE DETAIL X FOR � © ® O+O O O+®oR TO TRACKS 1 an-oR 6 + 7 OR 8 OR 10 + © ® ® ® SIDE CONNECTION 4 °R °R 6 7 as 8 01R ® 10*®5a+©+®°R©+®O1 TO TRACKS 'no +63) -©+6-3)oR©+©oR 10 * @oR ©+ @-(!D+O - ©+O + ©-@+O + ®oR END CONNECTION DETAIL (� END CONNECTION DETAIL �3 EXISTING GLASS l y MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11 FOR BLADE 1QAND ON SHEET 19 FOR BLADES Q & a POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED —2" MIN EXISTING GLASS lo j MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11 FOR BLADE 1) AND ON SHEET 19 FOR BLADES 1Q & 9 OR 1& SIDE CONNECTION _ I «e «e 6 + «, aR 0 + «+ SEE DETAIL X FOR � © ® O+O O O+®oR TO TRACKS 1 an-oR 6 + 7 OR 8 OR 10 + © ® ® ® SIDE CONNECTION 4 °R °R 6 7 as 8 01R ® 10*®5a+©+®°R©+®O1 TO TRACKS 'no +63) -©+6-3)oR©+©oR 10 * @oR ©+ @-(!D+O - ©+O + ©-@+O + ®oR END CONNECTION DETAIL (� END CONNECTION DETAIL �3 EXISTING GLASS l y MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11 FOR BLADE 1QAND ON SHEET 19 FOR BLADES Q & a POURED CONCRETE OR f CONCRETE BLOCK WALL EXISTING GLASS ` Q- 42" REQUIRED #1 f- S.M. � 16" .C. MIN. SEPARATION D TO GLASS (SEE CONCRETE 1/2" MIN. SCHEDULE ON SHEET ANCHOR ® _ 11 FOR BLADE (1) AND (4 Zi 12" O.C. 1 5 ON SHEET 19 FOR EO 1 BLADES 1Q & G _ �_ I —I 'Z I - _}- _ 1 2" MIN. EQ 2' MIN. ♦ SEE LIMITATIONS OF USE FOR BLADE 1A ON SHEET 19 Q 0 R ®' - ©oR®oRO+O«<Oa+10 +®ort _ _ ©at®ae®* 7OoR®oR1Q *®at ©+O7 +©aR©+ 7O+®oR ©+O +©qt©+O+®oR ©+ ®oR Q+ ®at®+ ®we END CONNECTION DETAIL © OR �\ j y@2020 TILTECO, INC. \C E �" ILIECOINC. No. 44 6 " �� TILLIT TESTING & ENGINEERING COMPANY " STATE F 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 331 % '•, Phone : (305)871-1530 . Fox : (305)871-1531 s Ll R 1, p .• \� \`�� a —mail: tilteco®aol.com fie/ �� • . \\ CA-0006719 WALTER A. TILLIT Jr. P.E. � o,fitN+A '`�SEAL/SIGNATURE/DATE FLORIDA Lk. # 44167 I :6+O7 + ©oR©+O * ®aR ©+ ®oR ©+ ®oR®+ ®oR END CONNECTION DETAIL ♦ REQUIRED ONLY FOR SPANS GREATER THAN 12'-0" © OR®OR � � OR QOR 3 OR OR 3 OR� �6 OR®OR � j OR L� �OR OR(OR�OR 1� VIEW Y PLAN DETAIL X FLORIDA 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 aGwi'i I "04 "T 1P+ Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. W NWW BLADE "V. No DESCRIPTION DATE DRAWN BY: M.P 1 OLD 17-107 /2/2020i DATE: 7/2/2020 s DRAWING No 4 20-164 5 SHEET s 10 OF 20 SCHEDULE J1 SCHEDULE #2 SCHEDULE J3 MAXIMUM SHUTTER SPAN "L+" OR "L-" (ft.). FOR INSTALLATIONS W/ ICAL CENTERMATES. ® & ® or Oj or W/ ONE H.V. LOCK ® or ® or or HD LOCK ® W/ NO LOCKING RODS or CENTERMATES ® & ®9 W/ ONE HV "T" LOCK ® W/TWO LOCKING RODS ® TOP & BOTTOM 'SEE NOTES ,tt MAXIMUM A.S.D. DESIGN PRESSURE RATING (P-S-0 (+ OR -) CONCRETE & WOOD INSTALLATIONS V WALL MOUNTING L + (ft) I L - (ft) FLOOR/CEILING MOUNTING L + (ft) L - (ft) 30 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 11'-10" 11'-10" 12'-1" 12'-11" 60 11'-4" 11'-4" 11'-7" 12'-4" 65 10'-10" 10'-10" 11'-1" 11'-11" 70 10'-6" 10'-6" 10'-9" 11'-5" _ 75 10'-1" 10'-1" 10'-4" 11'-1" 80 9'-10" 9'-10" 10'-0" 10'-9" 85 9'-6" 9'-6" 9'-9" 10'-5" 90 9'-3" 9'-3" 9'-5" 10'-1" 95 9'-0" 8'-9" 9'-2" 9'-10" 100 8'-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" 8'-11" 120 8'-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" 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" 5'-7" 7'-4" 7'-0" 155 7'-0" 5'-5" 7'-2" 6'-9" 160 6'-11" 5'-2" 7'-1" 6'-7" 165 6'-10" 5'-1" 7'-0" 6'-4" 170 6'-9" 4'-11" 6'-11" W-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" " _ 205 6'-1" 4'-1" 6'-3" L5'-" MAXIMUM SHUTTER SPAN* "L+" OR "L-" (ft.) FOR INSTALLATIONS W/ OPPIINC C & w ONE HV LOCK or © or W/ NO LOCKING RODS (SEE NOTES t, tt) MAXIMUM A.S.D. DESIGN PRESSURE RATING (P-5.0 (+ OR -) CONCRETE & WOOD I WALL MOUNTING & FLOOR/CEILING MOUNTING _ L + (ft) L - (ft) 30 16'-0" 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 1 V-4" 1 1'-4" 65 10'-10" 10'-10" 70 10'-6" 10'-6" 75 10'-1" 10'-1" 80 9'-10" W-10" 85 9'-6" 9'-6" 90 9'-3" 9'-3" 95 9'-0" 8'-9" 100 8'-9" 8'-4" 105 8'-7" 7'-11" 110 8'-4" 7'-7" 115 8'-2" 7'-3" 120 8'-0" 6'-11" 125 7'-10" 130 7'-8" 6'-5" 135 7'-7" 6'-2" 140 7'-5" 5'-11" 145 7'-3" 5'-9" 150 7'-2" 5'-7" 155 7'-0" 5'-5" 160 6'-11" 5'-2" 165 6'-10" 5'-1" 170 6'-9" 4'-11" 175 6'-7" 4'-9" 180 6'-6" 4'-8" 185 6'-5" 4'-6" 190 6'-4" 4'-5" 195 6'-3" 4'-3" 200 6'-2" 4'-2" 205 6'-1" 4'-1" AXIMUM SHUTTER SPAN* "L+" R "L-" (ft.) INSTALLATIONS W SYM R TE 1 & W/ ONE HV LOCKS ORe W/ NO LOCKING ODS (VALID FOR MOUNTING 11 SHEET 7) MAXIMUM CONCRETE A.S.D. DESIGN INSTALLATIONS PRESSURE RATING FLOOR/CEILING MOUNTING (P-5.0 OR (+ OR -) FLOOR/WALL MOUNTING_ 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" 13'-1" 55 11'-1" 11'-11" 60 10'-2" 10'-11" 65 9'-5" 10'-1" 70 8'-9" 9-4" 75 - 8 -9" INSTALLATION LEGEND CONCRETE & WOOD MANSORY WALL A, B, C. D, E, M, N, 0, P, Q, MOUNTING F, K & L R, S, & V. FLOOR/CEILING G, H, I �,JT, U, W & X MOUNTING & M V 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. ttEXCEPT 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 1 " (1) HV BLADE- (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/CEILING: GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN "L+" FROM SCHEDULE. GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN "L-" FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM DETERMINED 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: L1+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+= MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING: DETERMINE: L1-= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2-= MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN "L1+", "L2+", "L1-" AND "L2-" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR SPACING. FLORIDA BUILDING CODE (Non Hiqh Velocity Hurricane Zone ©2020 TILTECO, INC. 02020 EASTERN METAL SUPPLY, INC. BERTHA HV;,, Ns " •`'�IILIEC01mc.A.S.S.A� Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WINDOW BLADE No. 1 American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY YREV. No DESCRIPTION DATE DRAWN BY: MbCEV. L.G. * �� Association Inc. 1 OLD 17-107 2 202C DATE: 7 2 2020 6355 N.W. 35th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 3316 / / / STA OF nv Phone : (305)871-1530 . Fax : (305)871-1531 4268 Westroods Drive 2DRAWING NO F1� L, e-mail: tiltecocaol.com West Palm Beach, FL 33407 a >e 4 1^ V +� CA-0006719 n Q IO' WALTER A. TILLIT Jr. P.E. 4 20-164 Q• • • • N� ��� FLORIDA Lic. � 44167 5 SHEET N ,WL/SIGNATURE/DATE 6LOH I 11 OF 20 MOUNTINGS E. G. & H ON SHEETS 6 & 71 SPECIFICATIONS ON ANCHOR REQUIRE 1. ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: BLOCK SUBSTRATES tWALL SILL MOUNTING @ CEILING MOUNTING "'FLOOR MOUNTING kS.D. DESIM NEGATIVE PRESSUREr as i aw • �®�' DODO �®�QOt000 �®�DI0�00 • • �mm�avvoty �®mvvvvo Qi�t�vovv© ®m' 0�00 �®m00000 �®m00000 • �®m00000 ��0�® �®�' 0000� iQi■L7m' � ®m0000� �®mDODO®�®Q' DODOm • m®mIQI0000 �®�0000®�®�0000� • �®m' 00000 �®�' DODO©�®i�010 ' • �®m0�000 � '®0®�®00 ®m�0000 ��0®0�®0 �Q�®DO �®00®®v0 • �®m00�00 �®m00000 m®m0�©®i� • �®�' 00000 �®�' 0®�00 �®�0®D00 ®®00v00 m0®�®Iv00 ®0��000 �m0®©®00 ®�0®0v0 ��0®Dim00 • • �®�' 0�000 �®�0��00 �®00®0v0 m®®DODO �®00©D001��0©0000 • �®m000v0 �®IDODI�vO �Ii�O®�®0� I��©000v0 ®DI0�0©v0 00�®©00 m�00v0v0 ��0®�v00 s'il7l0�®�®000 �0�000v0 �®®0©�00 ®00�00v0 • ®��iviS00om0®0®0v000�!©OC100 il�i�000000 ®m�®D0001�0©00v00 • �0v00v00 �®©0©000 ®®0©00v0 ®�v00000 ®00�0000 �0©00v00 OTi�Li0i0v0ii ®Q�L•�©00v01�®©0vv0o • �®o00v00�i'�0®000 ��®�IOt000 �®IOviii iatiav vv�t®irvvv� v©®�v000 �D0000v0 �0®�OOOi� DI�� DODO voovvvv ®ovvvvvo �v�vvvvv • viavirvvvv ���>vovvo l�v©0v000 ��o00i0v0 ��virvvvivo 1�©©Ov0ii0 000v001 '�0©1�v0v0 i�000v000 • �o>ca�a . Ov0000v0I000v0i0v0 0�©DODO �0000000I�0©1001000 DDDOOOviO TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP W/ CAP TAPPER+ ♦ SEE LIMITATIONS OF USE FOR BLADE 1® ON SHEET 19 OR V WINDOW BLADE WORKING IN UNISON lrilifi 14�� - Cj E SF No. 44 67 s -o' STATE '40R1 F o °,1,,1NIA 816E %%�EAL/SIGNATURE/DATE (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 ksi) - 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 ksi) 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. 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: 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". 8.2) 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 VALID 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 + MIN. SPACING DICTANCE THREADFORM TECHNOLOGY E.D. MIN. SPACING = 3" MIN. SPACING = 3" MIN. SPACING = 3 1/2' MIN. SPACING = 3' 3 3/4" 14" POURED CONCRETE & POURED CONCRETE CONCRETE BLOC( POURED CONCRETE & POURED CONCRETE & POURED CONCRETE OONGRErE BLOCK CONCRETE BLOCK MIN. ED. = 3' MIN. ED. = 3 1/2' WN. ED. = 2 1/2" CONCRETE BLOCK MIN. ED. = 3 1 CONCRETE BLOCK MN. ED. = 3" MN. ED. = 3 1/2- MIN. ED. = 2 1/2' 3' 1.0 0.90 0.81 1.0 0.78 - - _ - - I 1.0 - - - 0.84 1.0 2 1/2- - 1.0 0.67 1.0 2' - 0.71 - 0.51 - 1 3/4" - 0.91 - - - 1 0•43 - 1 1/2" 1 0.35 1 - 1 - 0.35 - ©2020 TILTECO. INC. 11LIECO.... TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St.. Ste. 305, VIRGINIA GARDENS, FLORIDA 3311• Phone : (305)871-1530 . Fox : (305)871-1531 e-mail: tiltecoccol.com CA-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. # 44167 I-WKIUA OWING WUL (Non high Velocity Hurricane Zone ■ ■ A■ A■ American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 © 2020 EASTERN METAL SUPPLY, INC. BERTHA HW.! Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WINDOW BLADE REV. Ne DESCRIPTION DATE DRAWN BY: M.P 1 OLD 17-107 7/2/202C DATE: 7/2/2020 2 DRAWING No 20-164 3 4 5 SHEET 1 13 OF 20 6 I 1 MAXIMUM GIVEN A.S.D. MAX. DESIGN SHUTTER PRESSURE RATING (12sf.) AND CORRESPONDING MAXIMUM SPAN, NEGATIVE A.S.D. DESIGN PRESSURE RATING (SEE MOUNTINGS ON SHEETS 16 & 17). AND ANCHOR A CORRESPONDING SPACING (in.) MOUNTING SCHEDULE TYPE. FOR A !E:3 U B � T Fz;;Z E SOUTHERN PINE No. DOUGLAS FIR 2 W/ W MIN. G=0.55, / MIN. G=0.50 SPRUCE W/ PINE FIR NORTH MIN. G=0.43 SPRUCE PINE FIR SOUTH W/ MIN. G=0.36 1 /2" MIN. CDX PLYWOOD SOU ERN NE No. DOUGLAMS.INFIR W% 5' MIN. LAS .50 SPRUCE PINE FIR NORTH W/ MIN. G=0.43 SPRUCE PINE FIR SOUTH W/ MIN. G=0.36 MAXIMUM SPAN (n) WALL MOUNTINGS M,N,O&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,O&R ESIpI NOX P WK (psf) CEILING MOUNT T FLOOR MOUNTINGS W& X WALL MOUNTINGS P& Q B.O. WALL MOUNTINGS S& V ^. NE6 X PDESStK IaTulc (p4 B.O. WALL MOUNTINGS S& V UM tiEfAl1VE PBF3 K WK (� B.O. WALL MOUNTINGS S& V kU oEM IEPAX PMR RaW (W) kS.0. DW W MTK PI€5W DESM MGM HOW WE W LS.0. DESIGN NEUM MMff RM (psf)F12 . 101M IEQiX P MTN (p� . BSI NEP�TX P PATE (4 DE31M NEGANE PIiES K BANG (� 30 40 60 75 90 05 30 40 60 75 90 105130 40 60175 90 05 30 40 60 75 90 0540 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 30 40 60 75 90 05 -0" OR LESS 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 10 1019 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 4'-0" 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 -6 6 6 6 6 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 15'-0" 12 10 10 9 8 8 6 6 6 6 5.5 12 10 10 9 8 8 6 6 6 6 6 5 10 10 9 8 7 6 6 6 6 6 5 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 0. 6'-0" 12 10 10 9 8 6.5 6 6 6 5.5 4.5112 10 10 9 8 5 6 6 6 .5 5 4.5 12 10 10 9 6 3.5 6 6 6 6 5 4.5 6 5 4 4 3.5 - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 8.5 7'-0" 12 10 10 9 6.5 4 6 6 15514 .5 4.5 4 12 10 10 9 5 3 6 6 6 5 4 3.5 12 10 10 7 3.5 - 6 6 6 5 4 3.5 6 5 4 4 - - 12 12 12 12 12 12 12 12 12 12 12 10.512 12 12 0.5 8.5 7.5 8'-0" 12 10 10 7.5 4.5 3 6 6 5 4 3.5112 10 10 6 3.5 - 6 6 5 4.513.5 3 12 10 10 4 - - 6 6 5 .5 3.5 3 6 5 4 - - - 12 12 12 12 12 12 12 12 12 12 11 9.5 12 12 1.5 9 7.5 6.5 9'-0" 12 10 10 5 3.5 - 6 6 .5 3.5 3 12 10 9 4 - - 6 6 4.5 4 3 3 12 10 4 3 - - 6 6 4.5 4 3 3 6 5 3.5 - - - 12 12 12 12 12 10. 12 12 12 11.5 9.5 8.5 12 12 10 8 6.5 5.5 10'-0" 12 10 7.5 4 - - 6 6 3 - 112 10 1 6 3 1 - - 6 6 4 3.5 3 - 12 10 3 - - - 6 6 4 3.5 3 - 6 5 - - - - 12 12 12 12 11.59.5 12 12 12 10.5 8.5.7.5 12 12 9 7 6 5 11'-O" 12 10 5.5 - - - 6 6 4.5 - - - 112 10 4.5 - - - 6 5.5 3.5 - - - 12 10 - - - - 6 5.5 4 - - - 6 5 1 - - - - 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 - - - 6 614 - - 3.5 - - - 6 5 3.5 - - - 12 10 - - - - 6 5 3.5 - - - 6 5 - - - - 12 12 12 1.5 9.5 8 12 12 11 8.5 7 6 12 1.5 7.5 6 5 4 13'-0" 12 10 - - - - 6 - - - - - - 6 4.5 - - - - 12 7.5 - - - - 6 4.5 - - - - 6 4.5 - - - - 12 12 12 10. 8.5 7.5 12 12 10 8 6.5 5.5 12 0.5 7 5.5 4.5 4 14'-0" 12 10 - - - - 6 - - E12 - - - - .5 4.5 - - - - 12 7 - - - - 5 4.5 - - - - 6 3 - - - - 12 12 12 7.5 6 4.511.58.5,5.5 12 9.5 6.5 5 4 3 15'-0" 12 - - - - - 6 - - - - - - 5 - - - - - 12 - - - - - 5 - - - - - 6 - - - - - 12 12 11 alla 7 6 4 12 9 6 5 4 - 16'-0" 12 - - - - - 6 - - - - - - 5 - - - - - 1.5 - - - - - 5 - - - - - 6 - - - - - 12 12 10. 6.5 5 3 4.5 3.5 - (12 HV BLADE OR '..1; HV BLADE W/ �A HV WINDOW BLADE WORKING IN UNISON* ♦ SEE LIMITATIONS OF USE FOR BLADE 1A ON 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. BUILDEX 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. 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/ 0=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. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone 1g111111111 1#10 ©2020 TILTECO, INC. ©2020 EASTERN METAL SUPPLY, INC. �T< <�r`''��%, BERTHA HVTM EN � -A.S.S.A-Accordion Shutter System L E o c . H.V. MADE #1 Wi OR W/O H.V. WINDOW BADE N0. 44 67 TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV. N DESCRIPTION DATE DRAWN BY: M.P 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 3316. Association. Inc. 1 OLD 17-107 i/2/2020 DATE: 7/2/2020 STATE ` Phone (305)871-1530 . Fax : (305)871-1531 4268 Westroads Drive 2 DRAWING NO Q, e-mail: tilteco®aol.com West Palm Beach, FL 33407 3 Fc0R .•• \ CA-0006719 20-164 -i /C<C` •' • .. , .. 4 WALTER A. TILLIT Jr. P.E. SHEET �ON 4�`��`EAL/SIGNATURE/DATE FLORIDA Lic. # 44167 5 15 OF 20 INSTALLATION DETAILS ON EXIST -WALL 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) 12 OR(�3z LO Z I N N - } ~ EXISTING MIN. II 2"x4" WOOD I I I —i l} OR I HEADER REQUIRED I I I EXISTING II MIN. SEPARATION III I GLASS—•11 TO GLASS (SEE I I I I[__ SCHEDULE ON SHEET I II 11 FOR BLADE W AND I I ON SHEET 19 FOR II BLADES O & ([4 OM HV WALL HEADER INSTALLATION EXISTING-- - GLASS --I 2"x4" CONT. MIN. SEPARATION TO GLASS I I I WOOD PLATE (SEE SCHEDULE ON SHEET 11) I I REQ'D. III I I f _ WALL FINISH I I yYl� 2"x4" CONT. WOOD PLATE REQ'D. OD BUILDINC 1) HV 1 /4"0 TAPCON OR _ TAPCON WITH ADVANCED THREADFORM TECHNOLOGY f W/ 1 1/2" Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) 1/4"0-2Ox3/4" S.S. MACHINE fl /DR j$ SCREWS W/ 1/4"-20 NUTS N ® 1" Min. 12" Q.G. \ - Q Ew - o M j OR 15 N N � I r I i OPTIONALFa -WALL I } _ FINISH I I I _ EXISTING MIN. I 2"x4" WOOD I I I II HEADER REQUIRED II I I I MIN. SEPARATION TO GLASS I I EXISTING I— I I (SEE SCHEDULE ON SHEET 11) GLASS ---II i I ON HV WALL HEADER INSTALLATION II I MIN. SEPARATION TO GLASS I�—(SEE SCHEDULE ON SHEET 11) EXISTING GLASS --/'I I I I X 1/4"0-2Ox3/4" S.S. I III I I \ MACHINE SCREWS W/ 1 /4"-20 NUTS ® 12"- ' O.C. —1 r;OR18 ' 1 OR OR 1/4"0 TAPCON OR TAPCON WITH ADVANCED 1 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. CDX 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 HV WALL SILL INSTALLATION F.B.C. " Min. NA4• 1/4"0 TAPCON OR NOTE: I 1 TAPCON WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL 1/2' MIN. CD)X 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 LIMI ATIONS OF USE OF BLADE 1A ON SHEET 19 C ! ° No. 441 s -off• STATE 0 kORID S/O N AL K. /I111+jiniii11,n �K. SEAL/SIGNATURE/DATE ©2020 TILTECO, INC. 11 \ iL ECO INC. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 35th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 3316 Phone : (305)871-1530 . Fax : (305)871-1531 e-mail: tilteco®aol.com CA-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. # 44167 HV ♦ BLADES AS APPLICABLE TH HY BLADE 1 ONLY SHALL SHEET 19 FOR MAX SPAN & & *WORKING IN UNISON s�TO cl�( ' I OR �1 I�— SCHEDULE ONSHEET 11 FOR BLADE ([) AND I I I I I I X EXISTING ON SHEET 19 FOR BLADES O & @D I I I I I I I GLASS II I I I I I� WALL II�I II:I 1 P FINISH . +' } "1 I + N OR 1%4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2" Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. r (SEE SCHEDULE ON SHEET 15) J - 2"x4" CONT. SILL PLATE REQ'D. II O HV WALL SILL INSTALLATION II; III MIN. SEPARATION TO GLASS ' 1 (SEE SCHEDULE ON SHEET 11) EXISTING I I I z GLASS--aI I I I I II 1/4"0-200/4" S.S. II MACHINE SCREWS I I I I \ I USING 1/4"-20 NUTS I I U@ 12" O.C. , f 17OR O t J OR 1 p EQ ---- L Q= N - -- 1" Min. 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. R`EQ'D. (SEE SCHEDULE ON SHEET 15) WALL FINISH ® HV WALL SILL INSTALLATION A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 IG CODE (Non High Velocity Hurricane Zone' © 2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WINDOW BLADE '. N'd DESCRIPTION DATE DRAWN BY: KID OLD 17-107 /2/2020 DATE: 7/2/2020 [1 �2 DRAWING No 20-164 3 4 5 SHEET 16 OF 20 6 INSTALLATION DETAIL S WALL FINISH 1 /4"0 TAPCON OR r TAPCON WITH ADVANCED Jf THREADFORM TECHNOLOGY W/ 1 1/2" Min. PENETRATION f OF THREADED AREA TO ' EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) I— ( L EXISTING --II. GLASS 11 _ II S ON EXISTING WOOD BUILDINGS FOR J HV &jK HV* BLADES MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE 1 ONLY 4"x8" (Min.) EXISTING WOOD BEAM REQUIRED. STRUCTURAL ADEQUACY - 1 /4"0-200/4" S.S. OF EXISTING WOOD BEAM 1'• PHILLIPS TRUSS HEAD TO BE CERTIFIED BY Min. MACHINE SCREWS REGISTERED ENGINEER OR W/ 1/4"-20 NUTS ARCHITECT PRIOR TO -EQ @ 12" O.G. SHUTTER INSTALLATION. 1/2" #140/4" EQ -EQ-. S.M.S. ® 6" O.C. I 11 or 13 or 15 OPEN HOLE AT EACH -� EXISTING I STUD TO ACCEPT GLASS 5/16"0 LAG SCREW I i i AT CENTER OF TUBE. I MIN. SEPARATION TO GLASS i i I I EXISTING I MIN. SEPARATION (SEE I SCHEDULE ON SHEEP IL GLASS- - TO GLASS (SEE 11 FOR BLADE OAND I I I �pJ♦ II SCHEDULE ON SHEET ! ON SHEET 19 FOR I I I -A OR (111 OR Ai s OOR D BLADES(1)& ON I BLADES Q & 9 r!, TT HV CEILING INSTALLATION T MIN. SEPARATION TO SCHEDULEEOON(SEE SHEET ! I EXISTING 'I 11 FOR BLADE QAND ON SHEET 19 I I_ y GLASS I UR BLADES ©& 1I I I I I I I ALTERNATE _ ANCHOR I I I LOCATION 1 /4" 3/8" MIN. © + a1. 3/8 MIN. Max. ORW 2"x6" MIN. WOOD —L DECK REQUIRED (NO FINISH ALLOWED) - - EDGE OF DECK v _ EQ ""cli IF APPLICABLE L 1 /4"0-20x3/4" S.S. _ 1/4"0 TAPCON OR Min-} PHILLIPS TRUSS HEAD 2 TAPCON WITH ADVANCED MACHINE SCREWS 2"x4" CONT. THREADFORM TECHNOLOGY W 1 4 20 NUTS SILL PLATE W/ 1 1/2" Min. PENETRATION / / 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM - REQ'I 12 O.C. TECHNOLOGY W �Il I OF THREADED AREA TO / 1 1/2" Min. PENETRATION OF THREADED l EXISTING WOOD HEADER. AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) SEE LIMITATIONS OF USE FOR �V HV WALL SILL INSTALLATION [;* BLADE 1A ON SHEET 19 OW HV FLOOR INSTALLATION '001 02020 TILTECO, INC. "'���\ • �,�Cj ENS =111LIECO No. 441 7 H c . ` TILLIT TESTING & ENGINEERING COMPANY -4'• STATE 0 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33' •• Phone : (305)871-1530 . Fax : (305)871-1531 o O e-mail: tilteco®ool.com Ft a �Q , ., [ \ � CA-0006719 FS ..... �a ,a WALTER A. TILLIT Jr. P.E. ';o 8/110W_ f��L`�\SEAL/SIGNATURE/DATE FLORIDA Lic. # 44167 N OPTIONAL EXISTING MIN 2"x4" HEADER REQ'D MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11) 1 oR 15 1 /4"0 TAPCON OR TAPCON WITH ADVANCED 257" THREADFORM TECHNOLOGY j I I Max. W/ 1 1/2" Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. II I !I (SEE SCHEDULE ON SHEET 15) _.0 1 U QS HV WALL HEADER INSTALLATION NOTES: 1-SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11) i 1. ; OR 1W a g #100/4" HEX —WASHER HEAD TEK SCREWS ® 12" o.c —2" MIN. Ll EDGE OF DECK IF APPLICABLE 2" 1/2" 4PPLICABL EDGE (IF APPLICABLE) EXISTING WOOD TRUSSES OR RAFTER ® 24" O.C. REQUIRED EXISTING SOFFIT _ 3/4" Max. THK. 1'x4"x1/8" CONT. ALUM. TUBE (6063-T6 ALLOY) W/ or 13 or 15 6"0 LAG TO 1RAFTER EACH ORCTRUSS. LOCATE LAG SCREWS AT MIDWIDTH OF EXISTING WOOD ' MEMBER, (2•' Min. NOMINAL WIDTH) W/ 2" Min. PENETRATION OF THREADED < AREA. VID FOR I NS ALLATIONS WITH 72psf I MAX. A.S.D. DESIGN LOAD AND 9'-0" MAX. SPAN. THIS N INSTALLATION IS ONLY VAUD ! I i FOR WOOD W/ MIN. SPECIFIC GRAVITY OF 0.50 AS DOUGLAS I ♦ FIR OR SOUTHERN PINE No. 2, OR EQUAL. MIN. I I Ir SEPARATION �I TO GLASS I(SEE SCHEDULE I I ION SHEET 11) I I I I I I EXISTING GLASS —I ! I i 2"x6" MIN. WOOD DECK REQUIRED (NO FINISH � __ _. ALLOWED) � - EDGE OF DECK IF APPLICABLE 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2" Min. 2" MIN. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) OX HV WALK —OVER INSTALLATION FLORIDA BUILDIN N A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 on High Velocity Hur G CODE(Non ricane Zone © 2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WINDOW BLADE REV. No DESCRIPTION DATE DRAWN BY: M.P i OLD 17-107 , /2/2020 DATE: 7/2/2020 2 (DRAWING No 3 20-164 5 SHEET 6 17 OF 20 2"x4" MIN. WOOD STUDS. (AS APPLICABLE) FINISH EXISTING GLASS - MIN. SEPARATION MAS S ASS (SEE SCHEDULE ON SHEET 11 FOR BLADE (DAND ON SHEET 19 FOR BLADES (D & r END INSTALLATIONS 1 / HV BLADE OR AA WINDOW BLADE INTO 2"x49' MIN. WOOD STUDS - 1/4.0 TAPCON ANCHOR ® 6' O.C. \ / f W/ 1 1/2- MIN. \ / PENETRATION INTO \ / STUDS OR W/ MIN. i 1/2PENETRATION TO 1/2• CDX I PLYWOOD IF NO /fSTUDS EXIST. E\\I - - -1/2- MIN. CDX -- PLYWOOD. i1 �a 1/16'x3" M (6063-T6) CONT. 10, ALUM. CLOSER 1/2" MIN. PLATE. (LOCATE AT EITHER SIDE OF ®) - #100/2" S.M.S. 016 O.C. #10x1/2" S.M.S. 016 O.C. �5 OR ®� END CONNECTION DETAIL 2'x4" MIN. WOOD STUDS REQ'D. EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11 FOR BLADE OAND ON SHEET 19 FOR 1/2" MIN. BLADES 10 & Q R IV 16+ _5 :, 4. 1/4.0 TAPCON ANCHORS W/ 1 1/2" MIN. PENETRATION ® 12" O.C. SEE DETAIL X FOR SIDE CONNECTION 2'x4' MIN. WOOD STUDS REQ'D. EXISTING GA/ LASS — —� S MIN. SEPARATION TO GLASS (SEE _..� SCHEDULE ON SHEET WALL/f 11 FOR BLADE OAND 41 ON SHEET 19 FOR FINISH /2• PLYWOOD. BLAB O & IN 1 /2" MIN! 4- - r �10R W TO TRACKS END CONNECTION DETAIL EXISTING GLASS 1/4'0 TAPCON ANCHO•,.: #10.1/2" S.M.S. W/ 1 1/2' MIN. 016 O.C. • PENETRATION to 12" O.C. WALL FINISH 10 • ®a ®* ®ax®+® a END CONNECTION DETAIL 0 1/2" MIN. (I) OR f t- 2"x4" MIN. WOOD STUDS REQ'D. I EXISTING GLASS 1/2" MIN. CDX PLYWOOD- MIN. SEPARATION _ TO CLASS (SEE SCHEDULE ON SKEET -- 11 FOR BLADE QAND WALL ON SHEET 19 MR FINISH - ' FADES (D & 4- SEE DETAIL X FO=: 1 OR SIDE CONNECTION TO TRACKS 3 - END CONNECTION DETAIL\, I MIN. SEPARATION TO CLASS (SEE SCHEDULE ON SHEET 4 11 FOR BLADE 0AND ON SHEET 19 FOR BLADES 1) & aA- Y 4:- 2"x4" MIN. WOOD .f .•WAu?-:. STUDS REQ'D. FINISH - 10 • ®°A®* ®"®•©" END CONNECTION DETAIL 12 No. 4416 7= c �'O•' STATE OF �,- c, ANAL— //lllillilllti� P.E. SEAL/SIGNATURE/DATE �4 t6 OR®OROOR (4ORf 3OR(f�OR(j3 PLAN DETAIL x 02020 TILTECO, INC. IILIECOINC.1 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 Lic. # 44167 1/2- MIN. COX --- PLYWOOD. d 1/2' . f - USE 1' OR 2' MAX. (AS APPUCABLE).2-x1/6"x0'-2' — — ALUMINUM CUP ANGLE 1 6063—T6 ALLOY) AT MIDHEIGHT (1) #10x1/2" S.M.S. To®& (2)1/4'. TAPCONS ANCHORS TO WALL AT 1" O.CLOCATE AT 2"x4" MIN. WOOD STUDS. (AS APPLICABLE) - ALL 4, `FINISH EXISTING GLASS i MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11 FOR BLADE (I)ANDON SHEET 19 - BLADES 10 & ,gFOR EITHER SIDE OF 4) (D OR U* SEE DETAIL X FOR 4 SIDE CONNECTION TO TRACKS 10. ®a®* 9_�©.9-4 END CONNECTION DETAIL • REQUIRED ONLY FOR SPANS GREATER THAN 12'-0' � OR®OR O OR �OR OR(j�4OR(j3 FLORIDA BUILDII A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Mtf ive West Palm Beach, FL 33407 ! SEE LIMITATIONS OF USE FOR BLADE lA ON SHEET 19 IG CODE (Non High Velocity Hurricane Zone, 0 2020 EASTERN METAL SUPPLY, INC. BERTHA HVTV Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WNDOW BLADE REV. No DESCRIPTION DATE DRAWN BY: M.P 1 OLD 17-107 7/2/202 DATE: 7/2/2020 2 DRAWING No 20-164 3 5 SHEET 18 OF 20 6 16 «, TYP. EA. 44 MAX. 5 WIN ALLOWED A WINDOW BL SEE END CONNECTIOI DETAILS ON 10 & 18 1 FULL HEIGI• vrvumiicU W1U1rr ELEVATION MIN. SEPARATION TO GLASS EXISTING GLASS SEE SCHEDULE ON SHEET 11 FOR BLADE(j) - AND ON THIS SHEET FOR BLADES Q & - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - t - - - - - - - - - - - - - - - - - - - - - - - - - - - ITYP. t-� f"1 OR 4 5 TYP. SYMMETRICAL CENTERMATES 21 2� 21k W/ 2 OR @5 AND \% �_ ���/ - - W/0-0 (SEE NOTE 4 ABOVE) PLAN 'AN TYPICAL 1 HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE 1 A SHUTTER* N.T.S. •\,1C At• EIS No.441 7 *+ = S,b- STATE 0 0 R I D 60 OLAiLLLi� •'�� .` SEAL/SIGNATURE/DATE ©2020 TILTECO, INC_ 1 L E C O IIMC. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, MRGINIA GARDENS, FLORIDA 3316 Phone : (305)871-1530 . Fax : (305)871-1531 e—mail: tilteco®aol.com CA-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. # 44167 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 16 & 17. 4. ONLY CENTERMATES 21 (BOTH W/ q4) OR I ARE ALLOWED WITH (1; ARRAYED IN A SYMMETRICAL OR OPPOSING LA OUT. IN CASE OF OPPOSING Y0UT, (35) MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF CENTERMA E. 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. (B) MIN. CLEARANCE FROM TOP OR BOTTOM EDGE OF HV WINDOW BLADE 1� OF ANY 3"0 HOLE FOR ® SHALL BE 12". (C) FIRST OR BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE 1N (D) HV WINDOW BLADE 1@ MUST BE USED ALTERNATE TO A SOLID HV BLADE 10 THROUGHOUT SHUTTER'S WIDTH. (E) CEAERMATES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID HV BLADE 1 AT EITHER SIDE OF THEM. (F) POLYCARSONATE HV WINDOW ® SHALL BE INSTALLED SO THAT TABS FACE THE INTERIOR OF THE OPENING BEING PROTECTED. HV WINDOW 4 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" Of (ourno �3 5 t 21 1 FLORIDA BUILDING CODE (Non High Velocitv Hurricane Zone A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 © 2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System H.V. BLADE #1 W/ OR W/o H.V. WNDOW BLADE REV. N DESCRIPTION DATE DRAWN BY: M.P 1 OLD 17-107 /2/2020 DATE: 7/2/2020 2 DRAWING No 20-164 3 4 5 SHEET 19 OF 20 6 1 .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. Ci �w 1 3/4"x 6 1/4"x 0.035" THICK Min. CONT. GALV. STEEL TRACK CHANNEL, ASTM A-653 GRADE 40 Min. G-60 GALVANIZED FASTENED TO STUDS W/ (2) #6x1/2" TEK SCREWS ON INTERIOR & EXTERIOR FACE Min. IES,, I ..Max...... w 1 - --- ® 6" o.c. 1 ----, 1/2„ �J 43c 1 43a o ® 6" O.C. ® 6" O.C. j ! EXISTING FINISH .1 AS APPLICABLE 39 , i MIN. SEPARATION EXISTING GLASS —I TO GLASS - (SEE SCHEDULE) 1 1 I I I I 1 3/4"x 6 1/4"x 0.035" THICK Min.I EXISTING FINISH CONT. GALV. STEEL TRACK CHANNEL, I AS APPLICABLE ASTM A-653 GRADE 40 Min. G-60 I GALVANIZED FASTENED TO STUDS W/ (2) #6x1/2" TEK SCREWS ON I 43C 43a INTERIOR & EXTERIOR FACE ® 6" O.C. a 6" O.C. ``I' W 1-------- 1 /I I,---------- INSTALLATIONS W 1 HV BLADE & HV CENTERMATES INTO METAL STUD WALLS 475" I-T;z I* /�CAIC�A1 11&A1TA r1f'%K1C% AAIr% n^KInlT1^K1n ^r 1 r.r - 43 (TYP.) u N � III s 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 ONLWITHY21EARRANGEDNTERMATE V21 A S 2 METRICALKARE A LAYOUT.LLOWED 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 (p APPLICATION WITH BLADE 1Q Ci 4JD 6"x 1 1/2"x 0.035" THICK w VARIES, 6" O.C. Min. ASTM A-653 GRADE 40". MQ Min. GALV. STEEL STUDS AT 16" O.C. 1n. METAL STUDS WALL HEADER SILL INSTALLATION - i I I Iiil rH� 12 `� (Cont.) HVA 3 1 /4" (Typ.)— 6 1 /2" (TYP•) 7„— HVB s �` ` No. 44 6 STATE Y s/ONA SE BLADE~LACK DETAIL HVF HVC ©2020 TILTECO, INC. TILLIT TESTING & ENGINEERING COMPANY j 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 3316 Phone : (305)871-1530 . Fax : (305)871-1531 e-mail: tiltecocaol.com CA-0006719 WALTER A. TILLIT Jr. P.E. IGNATURE/DATE FLORIDA Lic. # 44167 SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" 4 4" EXISTING FINISH AS APPLICABLE (TYP. TOP & BOTTOM) — 6 1/2" MAX. SLACK FLORIDA BUILDII A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 -1 2.000" Max. �- 3a 1 /4290 NOMINAL ALUMINUM SLEEVE 6063-T5 ALLOY 000 '�Ilr NLINIIINlir117lIIIrIJIJi - (g LENGTH + 1" - 43 1/4"0-20X3" BOLT MUST PENETRATE 43c 1" -1.373" a 250" - f- -- .050" rn�— --- �� �to 1/4"0-20 THREADS 43c 1 4'0 ELCO CONSTRUCTION PRODUCTS FAB—LOK HD COMPONENTS SCALE: 3/8"= 1 " 1 3/4"x 6 1/4% 0.035" THICK Min. ONT. GALV. STEEL TRACK CHANNEL, ASTM A-653 GRADE 40 Min. G-60 GALVANIZED FASTENED TO STUDS W/ (2) #6x1/2" TEK SCREWS ON INTERIOR & EXTERIOR FACE 12 HV HEADER/SIL ENDS L VIEW Y SIDE CONNECTION TO TRACK IG CODE (W-- n High Velocity Hurricane Zone 02020 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WINDOW BLADE REV. No DESCRIPTION DATE DRAWN BY: M.P 1 OLD 17-107 ./2/202 DATE: 7/2/2020 2 DRAWING No 20-164 3 4 5 SHEET 1 20 OF 20 6 1 1