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HomeMy WebLinkAboutACCORDION SHUTTERS SYSTEM 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 EDTIION)OF THE FLORIDA BUILDING CODE. THIS ACCORDION,SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL SECTION BEINSTAL ED WITHAD R DIRECTIONALITY FACTOR Kd 0.85, 1620 AASIDEF7 16 AND MENTIONED CODE, FOR A BASIC WIND EXCEED THE MAXIMUM (A.S.D.)SPEED ESIGN PRE THE HERE SHUTTER WILL TABLE OF CONTENTS 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 AREA 1: HV BLADES T & JA1 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. GENERAL NOTES SHEET 1 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 M USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS. HOWEVER, A WIND DURATION FACTOR CD=1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 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: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE & WINDOW DETAIL —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 AREA 2: HV BLADE 0) AND HV WINDOW BLADE �1A1 AND E-1996 STANDARDS (MISSILE LEVEL D, WIND ZONES 1, 2 & 3) & #1220.01-10 AS PER TAS 201, 203 & 203 PROTOCOLS LARGE MISSILE. WHERE APPLICABLE —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. TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A—F, CONCRETE/BLOCK SHEET 6 2. HV BLADE tT AND HV WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERA LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G—M, CONCRETE/BLOCK SHEET 7 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 CENTERMATE DETAILS HV SHEET 8 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 CENTERMATE ALTERNATING DETAILS HV SHEET 9 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 END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 6005—T5 ALLOY. ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION 111-6 OF THE 2015 ALUMINUM DESIGN MANUAL. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE— CONCRETE & BLOCK SHEET 12 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. ANCHOR SCHEDULE— CONCRETE & BLOCK SHEET 13 AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE— CONCRETE & BLOCK SHEET 14 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE— WOOD SHEET 15 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS: HV BLADE D : 12,13,14,15 AND 20 INSTALLATION DETAILS M—R, WOOD SHEET 16 HV BLADE iD & ® WORKING IN UNISON: 12, 13 & 15 INSTALLATION DETAILS S—X, WOOD SHEET 17 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 END CONNECTION DETAILS 7-12 & X, WOOD SHEET 18 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 SEA/CAULK AREA 3: HV WINDOW BLADE C1A1 ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 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 AREA 4: HV WINDOW BLADE C1� ONLY 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 INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 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 THIS DRAWING SHALL ONLY BE USED TO 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. OBTAIN PERMITS IN THE STATE OF FLORIDA (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. FLORIDA BUILDING CODE(Han High Velocity Hurricane Zone, l; lI mw���,/ ©2020 TILTECO, INC. ©2020 EASTERN METAL SUPPLY, INC. ` BERTHA HVTM \c Eni AmSmSsA Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WINDOW BLADE No, 44157 TILLIT TESTING & ENGINEERING COMPANY American Shutter SystemsREV. N DESCRIPTION I DATE DRAWN,BY: MY • 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 3316t Association, Inc. 1 OLD 17-107 /2/2020 DATE: 7/2/2020 "o STATE F � W_zo Phone : (305)871-1530 . Fax : (305)871-1531 4268 Westroads Drive 2 DRAWING �'. e—mail. tiltecocool.com West Palm Beach, FL 33407 3 NO ^4 O R l` CA-0006719 4 2 0— 6/, S(``•.....• .•'r; �� WFLLOROA Lc. # 44167TER A. TILLIT Jr. E 5 SHEET T �i� ONAL +'SEAL/SIGNATURE/DATE 6 1 OF 20 pc/ r 3"0 FOR WINDOW BLADE® e 2 VARIES N 2„ _ 1.918" 1.491" 0. o Max. ;� 1.200„ �'pol o 0.454' 0 090' `" N N SS4 1 0 ' 4.371 \ 4.385" 1 5a`L a 4.857" �. 4.999" N .375"/ v gr '\ 1 HV SOLID BLADE *HV 90'/180' STARTER OHV UNIVERSAL FLOATER COVERED UNDER US PATENT # 5458179 QUALIFIED FOR USE W/ QUALIFIED FOR USE W/ HV BLADE( ® HV DIRECT MOUNT HV BLADE 1� 1 A HV WINDOW BLAQE* 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER *SEE LIMITATIONS OF USE OF BLADE ® ON SHEET 19 6063-T6 ALLOY L AND TEMPER 373" 6063-T6 ALLOY AND TEMPER 3.226" 1.500" .124" r a a o .085" o 3.556" - 67 1.000" N .670" 2.226" o 072 0 994" 67 p o 00 o $ 4.897" - o 10 n .815" .092" N o O7 HV ADJ. ADAPTER WfLIP - 4.43s" 12s= =i N �1.375"_ 0.072" 0.072' ®�iV WALK-OVER TRACK .920 - 3.22s" QUALIFIED FOR USE W/ HV © F OOR 6063-T6 BALLOY ADE ANND TEMPER QUALIFIED BFOR `ADDE (j) W/ HV QUALIFIED NOR USECH RW/ HV 55 3.750"_ QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADE(D ONLY. � HV RAINGUARD BLADE lO 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER VARIES "' 1.936" BLADE �! a 1.915 VARIES 1.936" 6063-T6 ALLOY A D TEMPER Max. 0 1.917" o o - Max. o -083" 083" cc 083" a 083 o D93" o �n ao iO N 100" rn .093" o to a' .125" 0cli 60" U') - - "? ago .060" a I �I .093" .093" 21 060" 060" o r� 870.J r r� � OD oak 670 1.686" �.2� 670' o _�} �•' co l 3.520" 1 3.520 _ 3.529" _ e 1 HV HEADER SILL 670'3.s2s�°�R� 11 HV CEILING HEADER E W/ O 13 HD CEILING •HEADER/SILL - Q LIFIED FOR USE W/ HV BLADE 10 1D ONLY, OUALIFIE 60603RT6 SALLOY AND BEMPER 1 ONLY QUALIFIED FOR USE W/ HV BLADE 14 HD WALL HEADS SILL SEE SECTIONS FOR VALIDITY SEE SECTIONS FOR VALIDITY QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE lO ONLY. X 6063-T6 ALLOY AND TEMPER T1 COMPONENT A B T1 T2 X Y t } MIN. X MIN. Y MIN. t 1" 1" 0.062" 2" 2" 0.125" rt 17 2" 5" MAX. 1/8" 1/8" 3 3" 0.090" l 18 SIDE ANGLES B 2" 5" MAX. 0.192" 0.192" 1 X 16 QUALIFIED FOR USE W/ HV ALUMINUM ANGLES 19 2.5" 7" MAX. 0.190" 0.190" 20 CORNER POSTS BLADE 1O QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADE O ONLY 2" 5" MAX. 0.139" 0.131" 6063-T6 ALLOY AND TEMPER BLADE(D 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone. 4`a`� j11�111 � ° ©2020 TILTECO, INC. ©2020 EASTERN METAL SUPPLY, INC. ��. .• /T' BERTHA HVTV EN Accordion Shutter System ZTILIECOI N C. A.S.S.A. H.V. BLADE #1 W/ OR W/0 H.V. 1MNDOW BLADE N0. 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 01 ' 10/Z(�) Phone : (305)871-1530 . Fax : (305)871-1531 4268 Westroods Drive 2 pId DRAWING No O `o e-mail: tilteco®aol.com West Palm Beach, FL 33407 R a 20- 164 �e C CA-0006719 ...•• - WALTER A. TILLIT Jr. P.E. 4 8/0�A1- �SEAL/SIGNATURE/DATE FLORIDA Lic. # 4a1s7 5 SHEET 6 2 OF 20 4.576" 4.660" .929". .745" 2.293" 1/4"-20x1/." 1/4"-20 -DIE CAST 2.293" 745" t•334" FLAT SS MSS THREADED HOUSING ENAMEL 1/4"-20- BAKED PAINTED S o N_ 2 TYP THREADED DIE CAST (/A ao 0 TF ��" °�' ti^ ( ) 18 rn -- 0 BAKED PAINTED HOUSING EL o .0 o , o 0 EGRESS TURN Sc�+ .062" LO 0" ri -0a rn KNOB. Q M 0 N N �O P'7 O .875" _ 0 1.325" 318" 0 0 [ 214` _ t 6,4$ BRASS CYLINDER BRASS CYLINDER �' - a 4"poi N & KEYS (CHROME (CHROME PLATED) 21 HV CENTERMATE s R PLATED) 'sNo ' -�so 1.325" 7 ® HV LOCK ® HV EGRESS LOCK QUALIFIED FOR USE W/ HV BLADE 1)& 1A ONLY � HV FLO T NG CENTERMATE h -6o63-T6 ALLOY AND TEMPER QUA IED FOR USE W/ HV BLADE 1�& 1A ONLY 3.023" _ QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 23 HV CORNER CENTERMATE BLADE(D& ® ONLY BLADE 1�& ® ONLY. Q ALIFIED FOR USE W/ HV BLADE 1 ONLY 250" O.D. s 18" 2.874" 6063-T6 ALLOY AND TEMPER PLASTIC HEAD '0 _ - 518" 1.756" .922" 32i MOLDED TO 0 4.045" SCREW n N 2.079" 1.753" LO v 1.0D0" 0 Q6 00 ,yy + + o Z iv o r'a, .Os�, o n f'I- „ _825" M „ BEFORE RIVETING FTER RIVETING u� 1.000" N N "'I N �, n S S. THUG BSCREW 1 4"s�-20 RIVNUT* - rn to 0' Q SERIES 9444 ALUMINUM (2024-T3 ALLOY) LARGE FLANGE THIN 2.750 T 2.750" _i - .' _822�' SHEET NUTSERT, PART # 0820, AS MANUFACTURED BY AVDEL PLAN `� FRONT ELEVATION ® HV MALE "T" LOCK CENTERMATE 4.566" CHERRY TEXTORN, PARSIPPENY, NEW JERSEY 07054 OR EQUAL. LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE !)ONLY ® HV FEMALE "T" LOCK CENTERMATE ® HV "T" LOCK ® HV ALTERNATIVE LOCK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADE !)ONLY QUALIFIED FOR USE W/ HV BLADE MONLY yy/HV BLADE 1�ONLY. BLADE 10 ONLY 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPERR'' 1.917 _ 1.917" 25 " 3.161 ro 0 Co Q 1 o Oa3" Co 00 400 32 0 063" 1 M.214"� 432: 1.0.3 �f THUMBTURN co - * CYLINDER OR a 214" Co m KEY CYLINDER � — !°D - cD .545" to N N co o N is o o 0.875" Min. ^� .405 M 0 0 N � 1 .125" Max. 31 HD CENTERMATE W NO LOCKING ROD © HD CENTERMATE W K ROD to to Co Oo 0ID QUALIFIED FOR USE W/ HV BLADE 1)& A QUALIFIED FOR USE W/ HV BLADE 1 & 1A 6063-T6 ALLOY AND TEMPER # HD CENTERMATE'S INSERT 804" }# 6063-T6 ALLOY AND TEMPER O VARIES, 12" MIN. QUALIFIED FOR USE W/ HV BLADE 1)& !A o°jo �1 ao, 1/4" 0-20 S.S. OR 3/8"0-16 1.130 6063-T6 ALLOY AND TEMPER ACETAL THUMBSCREWS. t1�2„ F THUMBTURN (SEE DETAILS) I ao CORLIKR — EY t15' j1.57-kWi . CYLINDER `O 00 375"0 ,�4„� HD LOCK 1.78" Max_ 0 ® LOCKING ROD 0 �' _ ® QUALIFIED FOR USE W/ HV BLADE)! � 6063-T6 ALLOY AND TEMPER © HV 3/8 0-16 ACETAL VERIES HV 1 /4 0-20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. NSTALLATION WILL REQUIRE A 7/16" HOLE THUMBSCREWS _ S.S. THUMBSCREWS1 QUALIFIED FOR USE W/ HV BLADE & A I D ILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR USE W.,.." QUALIFIED FOR USE W/ HV BLADE 10' HV BLADE- 1 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone 11 ���}"��/j�� ©2020 TILTECO, INC. ©2020 EASTERN METAL SUPPLY, INC. �,, `,T ,,, BERTHA H 11 TM F •`i�'%' _ ZTILIEC01,4 A. S .S .A. Accordion Shutter System No . 44 67H.V. RAM #1 W/ OR W/o H.V. WINDOW BLADE - American Shutter Systems =y, No- DESCRIPTION DATE DRAWN BY: M.P TILLIT TESTING & ENGINEERING COMPANY STATE F /120-zo 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 3316 Association, Inc. 1 OLD 17-107 7/2/202 DATE: 7/2/2020 ,G` ��(/ Phone : (305)871-1530 . Fox : (305)871-1531 4268 Westroads Drive 2 R I ��� a-mail: tilteco®aol.com — DRAWING NO !� West Palm Beach, FL 33407 L ••.... •,G\ �� CA-000671 s SI0 �!�;- WALTER A. TILLTT Jr. P.E. �� 14,1"I�'q' 1p,�%%SEAL/SIGNATURE/DATE FLORIDALic. # 44167 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV 1 HV 3/$„� 12" MIN. LE14 NCE 4 - I TO BLADE TOP 625" 10 HV BLADE 1 (OE � Ai 1875" �TE�id1�o 625 a629" - 3 HV WINDOW BLADE .0625" 5ECTION x-HV BLADE 1AN.T.S. BLADE'S - .1875" Y HV LONG RECESSED NYLON BUSHING Ic I' .0625*z r+ KNUCKLE I l l Q O< N (TYP) 0.0625" 'F 39 HV SHORT RECESSED NYLON BUSHING ,Lp a-p FLAT PORTION R1.750Q/ 40 HV NYLON HAT WASHER OR ® N o T 8LA> —�� riERIOR 3750" L` �n O I L'I' {j I ; I ll-49$" 40 � X //02.8750"4 HV WHEEL CARRIAGE AISI 302-303 SERIES `„ X O � I� / ' 0.870"x3/16" THICK NYLON WHEEL. CJ I ; I i 3 M `�' 2 7/8" MIN. I HV WINDOW CLEA 0.188"0 AISI 302 SERIES S.S. RIVETS I ' } , .315"0 SEPARATON yyy%f 03.00 �3.7500" BETWEEN I 0625" ,0625" ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD EXTERIOR ' BLADE f * I 47 J OPENINGS - l ON C NTERS N-T-s- 7500" HV 2 3/4" ACCORDION PIN W/ #8 HEAD * 41 ,47�" � .! .1 2 R4 EXTERIOR ELEVATION ® POLYCARBONATE IMPACT RESISTANT HV WINDOW ' � ' ' ELT T;�� } I BETW__LAPS TYPICAL HV WINDOW BLADE AND 3g 3 i POLYCARBONATE HV WINDOW DETAIL Q OR ® ! -® or N.T.S. I (SEE NOTE FOR I REQUIREMENTS) OOR ® I i� * POLYCARBONATE IMPACT RESISTANT HV WINDOW \_�J BTT BAYER MAKROLON 3103 POLYCARBONATE 12" MIN. CL CE RESINS, UV—STABILIZED GRADE OR SABIC HV PIN N Y To BLADE M INNOVATIVE PLASTIC LEXAN 103 RESIN x�a I I (SEE NOTE "F" ON SHEET 19). 1TOR ® i oa ' (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR 38 C" o ' POLYCARBONATE SOURCES FOR 44 BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV lO OR EXTERIOR HV (9 BLADE. TYPICAL SHUTTER ASSEMBLY 'VHVPI APPucaBLE RESULT N.T.S. TYPICAL PROPERTIES STANDARD BAYER SAM„rypgTsE PLam (2) HV PIN ® MAY BE USED IN LIEU OF © AND ONLY AT 42 OEXT RIOR_ REFERENCE WR�m 11LWIWTLON 3103 IF7,AN iW REM BLADE'S KNUCKLE. PHYSIGLL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O 00.324" (SEE NOTE * FOR SPECIFIC GRAVITY ASTM D792 0.043 lb/in' 0.043 Ib/ir BLADE WHEN CORRESPONDING TO INSTALLATION I'll", SHEET 7. 04 � ® ` REQUIREMENTS) MFCIaeulrei• TENSILE YIELD STRENGTH ASTM D638 9,400 p.s.i. 9,500 p.s.i. Y ' FLEXURAL STRENGTH AT YIELD ASTM D790 12,500 p.s.i. 13,400 p.s.i. (3) HV PIN © OR O3 W/ 1/2" O.D. 1/1 6" THICK S.S. WASHER m " FLEXURAL Modulus ASTM D790 340,000 p.s.i. 345,000 p.s.i. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, g2 I I; IMPAC<: SHEET O NOTCHED IZOD ASTM D256 18 FT—Ib/in 17 FT—Ib/in FIRE BURNING CHARACTERISTICS: SMOKE DENSITY ASTM 02843 47.2 R 64.5 R MAX WHEEL CARRIAGE DETAIL N.T.S. - ASSEMBLY LAYOUT RATE OF BURNING ASTM D635 c-, clAss c-, cuss N.T.S. SELF IGNITION ASTM D1929 1040 'F 980 'F WEATHERINEx: ASTM G155 TENSILE STRENGTH AFTER WEATHERING ASTM 638 9302 p.s.i. 8840 p.s.i. 1 HV BLADE SOLID & I—A HV WINDOW BLADE DETAILS TENSILE STRESS BEFORE WEATHERING ASTM 638 8461 p.s.i. 8880 P.s.i. N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ill 11� 02020 TILTECO, INC. ©2020 EASTERN METAL SUPPLY, INC. fBERTHA HVTM �� -'r11L1EC0 ..7 \ ��" Accordion Shutter System � H.V. BLADE #1 W/ OR W/0 H.V. WINDOW BLADE N0' 4 � - `� TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV. N DESCRIPTION DATE DRAWN BY: M.P Association, Inc. 1 OLD 17-107 /2/202. DATE: 7/2/2020 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 3316 ' STATE Phone : (305)871-1530 . Fax : (305)871-1531 4268 Westroads Drive z DRAWING No `• F e-mail: tilteco®aol.com West Palm Beach, FL 33407 3 �] �+ A r ��•, ��I ,'CV �� CA-0006719 4 20-164 �i� �'�y'• C �• WALTER A. TILLIT Jr. P.E. �� FLORIDA Lic. # 44167 5 SHEET Z"oAL/SIGNATURE/DATE 6 OF 20 ++liinr1ll,l +® °R * NOTES ON HV LOCKS AND CENTERMATES �5s 1. MANDATORY CONDITION #1: ONE HV LOCK (8 or I�5 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 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO ®1 OR ' nrl r rn n 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 i TYPICAL SHUTTER ELEVATION. Ors®�_ � —:�5 16 °R[2o' v 2• • 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 .2 OR ® SHALL BE AS INDICATED ON NOTE (1) ABOVE. v v v -- �HDDF LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. HDB-H� v V 3. OPTIONAL CONDITION J2 (VALID ONLY WHEN MANDATORY_ CONDITION J1 OR LIMBED MANDATORY CONDITION H QA-HYAV * A J2 IS USED WZM H.V. LOCKS): LOCKING RODS ® ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY ° q2 .'OR25oR96 OR( oR® / 4 OR ® BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS ® OR AN ALTERNATIVE DEVICE v II f MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). a D v 4. MANDATORY CONDRION J2: ONE HV LOCK ® ® SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN _ AND INSTALLATIONS AT ANY ELEVATION. HV LOCK 22 or © SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, I ATTACHED TO ® CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS ='Hz AT TOP & BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. Ln HOc_ Hvc MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. W20 5. OR 22 ONE ALTERNATE HV LOCK MAY BE USED IN LIEU OF HV LOCK 0 or q5 FOR ANY SPAN AND Ooo:Nazo w — - ai INSTALLATIONS AT ANY ELEVATION. ALTERNATE LOCK (a MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT v=ii^ OF 1/4"0-2Ox3/4" S.S. THUMBSCREW TO ©1 OR ® CENTERMATES SHALL BE MADE W/ 1/4"0-2Ox3/4" ALUM. H D-H ' o HDD-HVO wo�1 ;? W o p o RIVNUT AS SHOWN ON SECTION HVE> SHEET S. ONE LOCK SHALL.BE USED AT 1/2 OF SHUTTER SPAN OR TWO �o W V, a LOCKS AT 1/3 OF SHUTTER SPAN. vmoN® ^I 6. MANDATORY CONDRION #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. SEE END M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS ® W/ CONNECTION 1 --35s OR ® TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON D F E H I J K L M p O SHEETS 10 & 18 TYP. FULL HEIGHT. I, *NOTES ON HV "T" LOCKS AND CENTERMATES: H � - UNLIMITED WIDTH - CENTERMA OF CORNER1. SECOND ALTERNATE TO MANDATORY CONDMON #1 VALID ONLY FOR HV 'T" LOCK NO . AND CENTERMATES aAND ® O O O O O ONE ALTERNATE HV "T" LOCK MAY BE INSTALLED IN LIEU OF HV LOCKS ® OR ® FOR ANY SPAN AND OR OR 6 + 7 OR $ OR 1 Q +1 3 oR I STALLATION AT ANY ELEVATION. ALTERNATE LOCK ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OO O O � OF LOCK ® INCLUDES USING REINFORCING LOCKER © , AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE 10 + 15 OR 17 + 3 OR 1 + 1 OR CONNECTED TO CENTERMATES ® AND ®9 W/ 1/4"0-20 x 1 1/2" LONG S.S. THREADED BOLT W/ 7/8"0 x 3/32" WINGNUT OR W/ 1/4"0-20x1" S.S.M.S. INTO A 1/4"0x 5/8" RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" ©+O + @ OR©+O + .�1 8\ OR MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS ® TOP AND BOTOM IS MANDATORY. 15 + ®OR�+ ®OR®+ OR ®+ ®aR 19 + 13 OR 19 + OR +® *NOTES ON HD LOCKS & CENTERMATES: 1. HLO LOCKS OR�$ HID ENTERMPAN SAt AND ORT -A2 W AT : ONE ELEVAT ERN ALTERNATE HDATE HD &CKMAYBE USED AY BEIN LIEU USED OF TYPICAL 1 HV BLADE SHUTTER ELEVATION AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF HD LOCK ® TO © IS W/ 3 #8 x 3/8" F.H. M.S., AND INCLUDES N.T.S. REINFORCEMENT INSERT © AS SHOWN ON SECTIONS HDB-HVB AND HDC-HVC, SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS � IS COMPLETELY OPTIONAL. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone:: if �j' ©2020 TILTECO, INC. ©2020 EASTERN METAL SUPPLY, INC. �' BERTHA HVTM e�`��P' •�\G EN T - A.S.S.A. Accordion Shutter System ILECO r�C. H.V. MADE #1 W/ OR W/0 H.V. W NWW MADE N0. 441 7 American Shutter Systems REV. N DESCRIPTION DATE DRAWN BY: M.P *: y - TILLIT TESTING & ENGINEERING COMPANY Association �hC. 1 OLD 17-107 7 2 202 DATE: 7 2 2020 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 3316F. , / / / -O'• — Phone : (305)871-1530 . Fax : (305)871-1531 4268 Westroads Drive 2 STATE 0 DRAWING No ��'• � e—mail: tilteco®aol.com West Palm Beach, FL 33407 3 • CA-0006719 20— s4 ✓���� '• 0 R 10 \` WALTER A. TILLIT Jr. P.E. 4 �� FLORIDA Lic. # 44167 5 SHEET . � EAL/SIGNATURE/DATE 6 5 OF 20 Illlli -C,ONCRETE ANCHORS POURED CONCRETE POURED -- POURED (SEE SCHEDULE ON OR CONCRETE BLOCK UIRED 1/4"0-20x3/4" S.S. CONCRETE- SHEET 13) CONCRETE REQUIRED CONCRETE ANCHORS MACHINE SCREWS REQUIRED FOR (SEE SCHEDULE ON W/ 1/4"-20 CONCRETE ANCHORS 17 18 oR 5A EYSTONE (SEE MOUNTING®ON SHEEP 7) 1 SHEET 13) NUTS ® 12" O.C. (SEE SCHEDULE ON SHEET 13) 1" 1" J / ♦ r----- - 12OR14 Min. - 1/4"0-20x3/4" S.S. / Min. 11 _ ___ -EQ EQ MACHINE SCREWS EQ EQ r - USING 1/4"-20 NUTS 1 2.. --- ® 12" O.C. 1/ E. D.* /2 .250" Max. r OR 15 -7 13 OR 15 �- --- D.* �L ---- _.250„ D r i .250" Max. I 11 Max. f E.D F /_ / OPTIONAL i I I I i i OPTIONAL / I 11 I I I AIIN. SEPARAl1oN I �1 y I I TO GASS L sCHmu (SEE i i i I�i �♦ i i i i MIN. SEPARATION TO GLASS 11 FOR B 1 1 I _ i i I i 1 LADE(DAND 1 OR I I I I- : 1 I w 1 •I EXISTING ON SHEET 19 FOR IiL I ( )EXISTING O& II I I II II- -(� GLASS SEE SCHEDULE ON SHEET 11 Q II I I MIN. SEPARATION TO GLASSGLASS-'-' 11 1 I L (SEE SCHEDULE ON SHEET 11) i i I 'tip EXISTING 1 1 1 1 1 1 GLASS-I �A HY WALL HEADER INSTALLATION � © HV WALL HEADER INSTALLATION © ,HY WALL HEADER INSTALLATION + KEYSTONE EXISTING __ _ _ MIN. SEPARATION TO GLASS CLASS--+ I r l I l l ♦ i ~(SEE SCHEDULE ON SHEET 11) MIN. SEPARATION 1 1 1 I_- 1 1 I I To GLASS SEE 1 I t I I I 1 OR 1 III I I I 1; EXISTING 1 1 I ( MIN. SEPARATION TO GLASS _ f SCHEDULE ON SHEEP Ili i I i `(SEE SCHEDULE ON SHEET 11) III I I , GLASS i I 11 FOR BLADE OAND I ON SHEET 19 FOR t�S 0&Q I I c EXISTING I i j j ice- OPTIONAL I I I I GLASS—+ I I I 1 1 1 =•D. I - 1 I Hill I I I E. * Max.J � i� ilil iiiil � 111 11 'I 1/4" Max. � 1 L -- r I I 1 OPTIONAL I I I I I I _ r� 1 3 OR 15 E. D.* I j1 * n t 1/2" �_Z- 19 _ HI f �EQ EQ C13 OR 1� 1„ ----- - M 12 OR 14 _f + --- r--'-- 1/4"0-2Ox3/4" S.S. in.~ r' -- PHILLIPS TRUSS HEAD 1/4"0-200/4" S.S. PHILLIPS -EQ EQ` 17 OR 1$ MACHINE SCREWS USING CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS CONCRETE ANCHORS 1' ,• 1/4"-20 NUTS ® 12" O.C. (SEE SCHEDULE ON W/ 1/4"-20 NUTS ® 12" O.C. (SEE SCHEDULE ON SHEET 13) Min. POURED CONCRETE SHEET 13) POURED CONCRETE _ OR CONCRETE BLOCK OR CONCRETE BLOCK CONCRETE ANCHORS REQUIRED WALL REQUIRED OD HV WALL SILL INSTALLATION (SEE SCHEDULE ON F� HV WALL SILL INSTALLATION POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF SECTIONS: INSTALLATION DETAILS 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 1 H V B LA D E IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone- �`�,o;+,ii� ill 02020 TILTECO, INC. ©2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM • \CENA.S.S�� Accordion Shutter System L ECO .m cH.V. eLAM #1 W/ OR W/O KV. WNWW R-AM No. 441 i7 American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY REV, No DESCRIPTION DATE DRAWN BY: M.P *: • 6355 N.W. 36th. St., Ste. 305, VIRGLNIA GARDENS, FLORIDA 3316. Association, Inc. 1 OLD 17-107 //2/2020 DATE: 7/2/2020 STATE 0 � Phone (305)871-1530 . Fax : (305)871-1531 4268 Westroads Drive 2 DRAWING NO FLORID e-mail: tilteco®aol.com West Palm Beach, FL 33407 3 ZO-164 i �� CA-0006719 WALTER A. TILLIT Jr. P.E. 4 '' •... �~ '''%�,S��NAL tA% . SEAL/SIGNATURE/DATE FLORIDA Lic. # 44167 6 SH g OF 20 POURED CONCRETE ANCHORS I MIN. SEPARA11oN I I I ♦ I 4 I I I I I I I SEE SCHEDULE ON SHEET 13 I I I I 1 t , r.. I MIN. SEPARATION I I I n CONCRETE -� ( ) TO GLASS(5� E i ✓ OR ® EXISTING I I 1 To Gvss I I I LLJJ REQUIRED I SCHEDULE ON SHEET { 1 I x GLASS� I 1 11 I 11 FOR BLADE 10AND ¢ II I X I I , (SEE SCHEDULE ON-I I I EDGE OF I I I ¢ I SHEET 11 E I 1 I SLAB IF I ON SHEET 19 FOR I I I I MIN.SEPARATION - ; ) I I I VA E. D. APPLICABLE EXISTING I BLADES T& i i I (SEE SCHE LASS r GLASS ON SHEET 11) r E ALTERNATE i i i I� iiI I I i i 1 EXISTINI ANCHOR G 1 1 % x LOCATION I 1 1 i I I I I GLASS I I 1 I 1 r I1 - #1Ox3/4" HEX WASHER HEAD 1 OR 13 DR 15 - I 3 8 MIN. TEK SCREWS ® 12" O.C. [ � � i '� 3/6" MIN. EDGE OF cv - i CONCRETE ANCHORS I F { r ; $'} I LABFAPPLICABLE + 7 I (SEE SCHEDULE ON SHEET 13) E E@� 1 ' r r� .l f� EDGE F i I EXISTING I I I 'I r I I II II EDGE OF f f j1 % SLAB IF I GLASS—i ; i _ SLAB IF r I 1/2' 1' EDGE OF � � � � APPLICABLE D'� I I I I APPLICABLE SLAB IF I MIN. SEPARATION I I I I E.Q. E.Q. L TO CLASS(SEE I : I I I APPLICABLE POURED POURED- FLAT HEAD CONCRETE ANCHORS -JI SCHEDULE AD SHEEP I a i CONCRETE E. D'* CONCRETE (SEE SCHEDULE ON SHEET 14) �l 11 FOR BLADE(17AND I I I I ♦ POURED- REQUIRED REQUIRED ON SHEET 19 FOR1 I I 1— 1 OR ® CONCRETE I FLAT HEAD CONCRETE ANCHORS BADE,(D i i L - REQUIRED -E. D.* E. D.* � (SEE SCHEDULE ON SHEET 14) 11 TRENCH INSTALLATION VALID ONLY FOR UP TO +70, -75 PSF A.S.D. HV FLOOR INSTALLATION t OI HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING & FOR SPANS PER © HV CEILING INSTALLATION SCHEDULE #3, SHEET 11 EXISTING A _ MIN. SEPARATION MIN. SEPARATION I t' j I CONCRETE ANCHORS GLASS TO GLASS 1 I --- I To GLASS �I- 1 (SEE SCHEDULE ON , (SEE SCHEDULES--- TO SGHEDu I I O ON SHEET 11 I 1 .I 1 4 0 ffW BUIIDE�( TAPCON W (SEE SCHEDULE SHEET 15) ' / " / ) 1 I ON SHEET 11) �.=� i l l I l i EXISTING ADVANCED THREADFORM O I I. 1I I I I "0 POWERS EXISTING i TECHNOLOGY OR 1/4 1/4" GLASS MIN. SEPARATION Ta GLASS GLASS—- I (SEE SCHEDULE ON 5NEEt 1) MIN. SEPARATION TO FASTENERS TAPPER+ ANCHORS W/ MAX. 1 3/4" MIN. EMBEDMENT ® 6" I 1 0 II II II II I I I i(SEE SCHEDULE ON SHEFd 11) I r 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 I I 1/4" 11 I 111 1 6'-0" UP TO 8'-0" MAX. APPLY 4 I I r I .I I• I SEALANT AT EVERY FASTENER HF4D w l * MAX. i I j (TYP.) (SEE NOTE t}ON SHEET 11 1/2" 3/8"p. I 1 F. #10x3/4" HEX E.,Tj* :' i i i FOR LIMITATIONS MAX. OR 1 rJ I I I I WASHER HEAD CONT. SEALANT 1 T 11 3 8' MIN. _ -®TE K SCREWS 12" O.C.%1#14x3/4" HEX HEAD f d O II I 1 I1 1 8„ f $ I TEK SCREWS ® 9" D.C. ' -#14x3/4" S.D.S. 1 4' �a 1/4"0-200/4" SS MS / CONCRETE ANCHORS 'I r -i--= + ]� f 3/ f r--�-- I I I I aa;.' .�. —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) -----7 ` ---- 17 OR 18 I: MIN. EXISTING NON STRUCTURAL 1/2 1" - 1 7 R 18 > � f�; 2.00" - WALL TRIM (DECORATIVE EDGE OF f 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 ff f APPLICABLE , 1y ® 9" O.C. POURED CONCRETE f f f ' CONCRETE ANCHORS `SEE NOTE 13(b) a• REQUIRED r�E.D POURED CONCRETE— (SEE SCHEDULE ON ON SHEET 1 `SEE NOTE 13(b) OR CONCRETE BLOCK SHEET 14) POURED CONCRETE ON SHEET 1 REQUIRED OR CONCRETE BLOCK OPTIONAL POURED it REQUIRED MO KEYSTONE MOUNTING INSTALLATION CONCRETE` O HV WALL FLOOR INSTALLATION © HV WALL WALK—OVER INSTA�TION MAXIMUM AS.O. DESIGN PRESSURE: +64,-72 psf REQUIRED - MAXIMUM SHUTTER SPAN 8'-0' OJ 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 >!NA.S .S.AwAccordion Shutter System a 1 ,,.V. KADE #1W/ ORW/0FLV. WND0WRADE 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 3316 Association, 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�t7Rl P ,•[�/�� e-mail: tilteco®ocl.com West Palm Beach, FL 33407 3 rl V CA-0006719 20-164 ss/ANAL �\� HEET` WFLOR FLORIDADA L c. # 44167ALTER A. TILLIT Jr. E 5 �ilrHi %O SEAL/SIGNATURE/DATE 6 1 7 OF 20 I: END WALL CO N SHEETS 10 & 18 SEE NOTES ON LOCKING RODS 3O HV LOCKS 2� or 2� OUT 90' EXISTING GLASS I N INSTALLATIONS W 1 HV AND ALTERNATE HV LOCK ® ON SHEET 5. I Q ** BLADE W HV C E N T E R M AT E S W BLADE SLACK DETAIL HVF VALID FOR ALL CENTERMATES APPLICATION WITH BLADE 1O QOR®OR©+ OOR®OR10 +0OR OR 2$ SEE END WALL CONNECTION _ �k 10 + 15 OR©+ 03 OR 1Q+©aR EXISTING GLASS DETAILS ON SHEETS- 10 00 © 00 �$ _ 1 ,,��---- 6 + 7 + � OR 6 + + OR - ^rA'1 O+®ORQ+ ®OR®+ OR — — — 2"x2"xl/8"x0'-2" �1�1J ®+ ®OR Q+OORI 9 +Q '3 1/4„ 7., 6 1/2" — 7.. (6063-T6 ALLOY) ALUM. OPPOSING ANGLE W/(2) 1/4"0 TAPCON 1/2" OR©+® SYMMETRYCAL ANCHORS TO CONCRETE C E N T E R M AT E S (TOP/BOTTOM) & #10x3/4" S.M.S. ® 12" C E N T E R M AT E S MIN. SEPARATION (4)#10x1/2" S.M.S. TO TUBE 1 O.C. FULL LENGHT. WI HV LOCK 4 Or WZ HV LOCK 2�4 Or TO GLASS AT EACH ANGLE. (TYP) (SEE SCHEDULE N N ® * ON SHEET 11) _ OR 35 * I N (Wit 3 1 --- - -- --- -- ------�--- ------- ` �5 * 5 ,— 00 — / 'L 2" - r Q OR®OR©+O OR®OR(1 0 +@OR 0) O ® Eo—u7T ® �• H V C �J OR + QoR©+ OOR�+Q OR HVA HVB Q OR®OR©+ 0OR®OR 1 Q +@OR EXISTING GLASS POURED CT ONCRE E OR ©+0 + QOR©+0+ �$ ALL ORI �10�+QOR©+�@OR Q+0 OR REQU�ED EXISTING O+ ®OR Q+ ®OR®+ Q OR — — — — — — — — — * — — @65 (D7 + QOR -( + ($ pp— 1 � £ GLASS SYMMETRICAL IN �J \/ MIN. SEPARATION s�+®aRO+oaR19 +05 GLASS I CENTERMATES 6 +@ ©+O O+ @ TO GLASS ti5 GLASS � * � $ oR � $ oR $ 7 oR (SEE SCHEDULE f-� .• � f W/ HV LOCKOPTIONAL — — _ OR O+® — — * �� (INTERIOR) ®+ OR O+�OR 9 + ON SHEET 1 1) MIN. SEPARATION _ ® TO GLASS I N OPTIONAL _q� OR©+® -J (SEE SCHEDULE � -- — ON SHEET 11) t (INTERIOR) —-—-—- — -—- --- --- ----- - - - CONCRETE ANCHORS ---- --- ----t ° x * OJ IE - 16" O.C. 1 5 �R * 3 VARIES OR NOTI x 9D ; * °R ® —2 O OUT 1 i 6 1/2" MAX. SLACK OUT ) (EXTERIOR) H V E H V F** HVD {/C� —�� FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ©2020 TILTECO, INC.����!'f ©2020 EASTERN METAL SUPPLY, INC. T� P; BERTHA lily,1:� E� • `��'''�; Accordion Shutter System IL EC o �Nc. A.S.S.A fV . nn'' Shutter H.V. RARE #1 W/ OR W/O H.V. 1MNDOW MAM O. 44 67 American Shutter Systems REV. N DESCRIPTION DATE DRAWN BY: M.P TILLIT TESTING & ENGINEERING COMPANY STATE F 20�L� 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 331 Association, Inc. 1 OLD 17-107 7/2/2020 DATE: 7/2/2020 4268 Westroads Drive 2 Phone : (305)871-1530 . Fax : (305)871-1531 DRAWING No %y D�;•. F(0R,, P West Palm Beach, FL 33407 3 2Q-164 e—mail: tilteco@aol.com '• ` CA-0006719 %�V ••••••• t �`� ` WALTER A. TILLIT Jr. P.E. 4 �N'A1 I1B.C.��SEAL/SIGNATURE/DATE FLORIDA Lic. # 44,s7 6 Y, SHEET il"S,I OF 20 ALTERNATE INSTALLATION W HV "T" LOCK 0 HV MALE FEMALE "T" LOCKS CENTERMATES 8 9 & LOCKERS L7J W f (1) HV BLADE SEE END CONNECTION DETAILS ON SHEETS 10 & 18 INSTALLATION :1. HV BLADE EXISTING GLASS BLADE Q SLACK DETAIL HVF, INDICATED ON SHEET 8, W/ HD CENTER MATES f © ® O O O AS WELL AS UNIVERSAL FLOATING BLADE Q3 DETAIL HDD—HVD oR oR 6 + 7 oR $ aR 1 Q + 3 aR INDICATED ON THIS SHEET, MAY BE USED WITH THIS ALTERNA'_ INSTALLATION DETAIL HVG SHOWN IN THIS SHEET. SEE END WALL CONNECTION DETAILS ON SHEETS 10 & 18 2'x2'x1/8"xO'-2 (6063—T6 ALLOY)ALUM. OR�+® 35 * * 35 ANGLE W/(2) 1/4-0 TAPCON 5/8" I ANCHORS TO CONCRETE (OPTIONAL) (TOP/BOTTOM) x_ u---------------------------------- 4 (OPTIONAL) ANCHORS S.M.S. TO TUBE I � 10x3/4" S.M.S. ® 12" —————————————— `— --- --------------- — AT EACH ANGLE. (—) I O.C. FULL LENGHT. * �� �� I N (4) H.V. I I� (4) H.V. 3 MIN. SEPARATION i. 30 HV T PINS (TYP.) 1 PINS (TYP.) ro GLASS 5 3 LOCK (INSIDE) 1 s 5�8• 3/a• s s (SEE SCHEDULE J ON SHEET 1 --�-- - � _ _ + + + - 71. �- - ��---, 5 j 1 28 29 `' 1 1IL 2 3/8" NV �5 35 BUT 31 OR 32 � 3 ;1 oR 32 31 OR 32 J 31 OR 32 * 35 ,k 2 1/4" 0-20 x 1 1/2" S.S.M.S. 4 35 (OPTIONAL) /� SEE NOTE 6 FOR ET LOCK 3� * W/ 7/8"0 X 3/32" WINGNUT. (OPTIONAL) HDB-HVB BUT HDC—HVC "T" LOCK, ON SHEET 5. SYMMETRICAL HD CENTERMATES SYMMETRICAL HD CENTERMATES 30 HV "T" LOCK (OUTSIDE) 26 HI * LOCK (EXTERIOR) W� LOCK _(INTERIOR) ( SERIES 9444 ALUMINUM HVG* (2024—T3 ALLOY) LARGE FLANGE THIN ©aR®oR©+ 7OoR®oR10 +OoR SHEET NUTSERT, PART # 0820, AS MANUFACTURED BY AVDEL CHERRY TEXTORN, PARSIPPENY, NEW JERSEY 07054 OR EQUAL 6 +O +©oR 6 +O+®oR SEE NOTES ON LOCKING RODS HD LOCKS ON SHEET 5 UNIVERSAL FLOATING BLADE©DETAIL HDD—HVD IS VALID FOR ALL CENTERMATES APPLICATIONS WITH BLADE Q HDD-HVD** FLOATING STACK FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone \` !l�111�►i1 ��`// ©2020 TILTECO, INC. ©2020 EASTERN METAL SUPPLY, INC. �1L BERTHA HWA >=Ns `� � 110A� `' �A� Accordion Shutter System EC IWC._-- H.V. BI ADE #1 W/ OR W/O H.V. WINDOW GLADE • No. 441 7 American Shutter Systems REV. No DESCRIPTION DATE DRAWN BY: M.P TILLIT TESTING & ENGINEERING COMPANY� Association Inc. 1 OLD 17-107 2 2020 DATE: 7 2 2020 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 3316L / / / / QQQTTT777 !!! Phone 305)871-1530 Fax 305)871-1531 4268 Westroads Drive 2 _10% STATE ( ( DRAWING No s � e—mail: tlltecoccol.com West Palm Beach, FL 33407 3 O R I CA-0006719 2 0—164 i, '•. WALTER A. TILLIT Jr. P.E. 4 sS/DNA �'�SEAL/SIGNATURE/DATE FLORIDA Lic. # 44,s7 6 SHE 9 OF 20 POURED CONCRETE OR / POURED CONCRETE POURED CONCRETE POURED CONCRETE CONCRETE BLOCK WALL / f OR CONCRETE L OR CONCRETE OR CONCRETE f f REQUIRED BLOCK WALL REQUIRED j BLOCK WALL REQUIRED BLOCK WALL REQUIRED EXISTING GLASS I EXISTING GLASS CONCRETE ANCHOR = EXISTING GLASS EXISTING GLASS 2 MIN ® 16" O.C. ` — 2" MIN - — /f MI GLASS (SEE f — 1„ / — — F � I � MIN. SEPARATION � SCHEDULE ON SHEEP r' MIN. SEPARATION J �� MIN. SEPARATION EQ I I EQ ,rf TO GLASS (SEE 11 FOR BLADE DAND f TO GLASS (SEE r I TO GLASS SEE r I I SCHEDULE ON SHEET I i I I r SCHEDULE ON SHEET 1/16"x3" MAX. ON SHEET 19 FOR I SCHEDULE ON SHEET 11 FOR BLADE RAND 11 FOR BLADE 1QAND (6063-T6) CONT. -+ BLADES 1Q& � 11 FOR BLADE QAND ON SHEET 19 FOR ALUM. CLOSER ON SHEET 19 FOR 1/2" ON SHEET 19 FOR (LOCATE AT BLADES 1Q& EITHER SIDE � BLADES�& � PLATE. {LOCATE 1/2" / ' � BLADES 1Q& OF 5O) j AT EITHER SIDE MIN. 1 1/2" MIN. OF®) / I USE 1" OR 2" MAX. 1 #10x1/2" S.M.S. #10x1/2" S.M.S. ', _—__ (AS APPLICABLE)x2"x1/8"xO'-2" I ® 16" O.C. L` - ALUMINUM CLIP ANGLE ® 16" O.C. ----- _ - ----- 4 (6063-T6 ALLOY) AT MIDHEIGHT J (1) #10x1/2" S.M.S. TO(D& __ (2)1/4"4 TAPCONS ANCHORS TO - SEE DETAIL X FOR 1 OR 1 • EITHER SIDE OF 4(LOCATE AT OR �� SEE DETAIL X FOR OR �� SIDE CONNECTION0 TRACKS Q 1ER SIDE CONNECTION �� _ ©an®on©+Oon®aq0 +®«+ SEE DETAIL X FOR 4 az oR 6 +Oor+iB ion10 +®ae TO TRACKS 1 , 7 an $ an10 + �+ SIDE CONNECTION on 6 ® TO TRACKS @oa©+©an 10+�on©+�3ai©+�an ©+O +©°F©+O+®o" ;6'+ ] on 6 + 7 + an END CONNECTION DETAIL 10 END CONNECTION DETAIL 20 END CONNECTION DETAIL �3 END CONNECTION DETAIL ♦ REQUIRED ONLY FOR SPANS GREATER THAN 12'-0"CONCRET i POURED CONCRETE OR � EXISTING — — — EXISTING GLASS F , REQUIRE[) BLOCK WALL V`cLAss - i - — — — — — — — - s r ------------- f`J MIN. SEPARATION #1 1/2" S.M. _l------------ TO GLASS (SEE 16" C. MIN. SEPARAT10N D y ------ - ____- SCHEDULE ON SHEET TO GLASS (SEE _____ ------- _--_ OR 0 OR ©OR® 11 FOR BLADE 1QAND CONCRETE 1/2" MIN. SCHEDULE ON SHEET �' �------------ ON SHEET 19 FOR ANCHOR ® _ 11 FOR BLADE(1)AND �4�, QOR 3OR�OR� CONCRETE - BLADES Q& a 12" O.C. f N - ON SHEET 19 FOR U _ y OR ANCHOR I ,:'EO 1 �cJ BLADES 1Q& Q/ ® 16' O.C. - --- 1/2" MIN.t 1__. _ 1 2" MIN. - ----- EQ - --- l6 lOR®OR � 1 OR 2" MIN. 2" MIN. ♦ SEE LIMITATIONS OF USE FOR I BLADE 1A ON SHEET 19 OR� 3 OR�OR(5OR g VIEW Y S a OR ®+ PLAN OR . OR DETAIL X POURED CONCRETE OR — ©oR®on©+O7 on®a+10 +®on —. CONCRETE BLOCK WALL 10+ ©+®�©+©� 1fi��«+©.��©+© r- END INSTALLATION REQUIREDO O ©�© O ® 1 HV BLADE OR ff HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL � ®+®�p•p��+�o�®+® ®+®.n0+®.n�+� END CONNECTION DETAIL © OR FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone: @2020 TILTECO, INC. 02020 EASTERN METAL SUPPLY, INC. BERTHA HV11" E A Q Accordion Shutter System No. 44 6 11LIECOINC. ■ ■ ■, ■ H.V. 9_4DE #1 W/ OR W/O H.V. WINDOW BLADE American Shutter Systems EV. No DESCRIPTION DATE DRAWN BY: M.P TILLiT TESTING & ENGINEERING COMPANY Association Inc. 1 OLD 17-107 2 2020j DATE: 7 z 2020 " STATE F Z 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 3316•. / / / % Phone : (305)871-1530 . Fax : (305)871-1531 4268 Westroads Drive 2 DRAWING No ,••�� West Palm Beach, FL 33407 s e-mail: tiltecoOaol.com [cRt 20-164 WALTER A. TILLIT Jr. P.E. 4 '0°S/0N�Rr, +R�'� �SEAL/SIGNATURE/DATE FLORIDA Lic. # 44167 5 SHEET 6 10 OF 20 SCHEDULE #1 SCHEDULE#2 SCHEDULE #3 MAXIMUM SHUTTER SPAN "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" (ft.). FOR INSTALLATIONS W/ ICAL OR "L-" ft.) FOR AXIMUM SHUTTER SPAN* "L+" INSTALLATION LEGEND * NOTES: CENTERMATES. ® & ® or or ( R "L-' (ft.) INSTALLATIONS INSTALLATIONS W/ OPP fN W SYlvl R TE CONCRETE & 1 L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK ® or ® or or C WOOD ( ) HD LOCK W NO LOCKING RODS or ONE HV LOCK or © or ® 1 & W/ ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. ® / OR 5 W/ NO LOCKING WALL A, B, C. D, E, M, N, 0, P, Q, L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMATES ® & ®9 W/ ONE HV "T" W/ NO LOCKING RODS ® A.S.D. DESIGN PRESSURE RATING. LOCK ® W/TWO LOCKING RODS ® TOP & (SEE NOTES t, tt) ODS MOUNTING F, K & L R, S, & V. (VALID FOR MOUNTING 11 (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTOM SEE NOTES tt SHEET 7) FLOOR/CEILING G, H, I,�, JT, U, W & X WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: CONCRETE & WOOD INSTALLATIONS V CONCRETE & WOOD MOUNTING MAXIMUM MAXIMUM I MAXIMUM CONCRETE & M GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, A.S.D. DESIGN A.S.D. DESIGN A.S.D. DESIGN INSTALLATIONS PRESSURE WALL MOUNTING FLOOR/CEILING PRESSURE WALL MOUNTING PRESSURE DETERMINE MAXIMUM SPAN "L+" FROM SCHEDULE. RATING RATING RATING FLOOR/CEILING MOUNTING MOUNTING & GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, (p.s.f.) (p.s.f.) FLOOR/CEILING MOUNTING (P•s.f.) OR (+ OR -) (+ OR -) _ (+ OR -) FLOOR/WALL MOUNTING_ n DETERMINE MAXIMUM SPAN "L-" FROM SCHEDULE. L+ (ft) L-(ft) L+ (ft) L-(ft) L+ (ft) L- (ft) L+ (ft) L-(ft) V MAXIMUM SHUTTER SPAN "L+" OR "L-" FOR 30 OR LESS 16'-0" 16'-0" 16'-0" 16'-0" 30 16'-0" 16'-0" 30 16'-0" 16'-0" INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 35 14'-10" 14'-10" 15'-2" 16'-0" 35 14'-10" 14'-10" 35 15'-2" 16'-10" 105 psf. A.S.D. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN "L+" AND "L—". 40 13'-10" 13'-10" 14'-2" 15'-2" 40 13'-10" 13'-10" 40 14'-2" 15'-2" (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1" 13'-1" 13'-4" 14'-3" 45 13'-1" 13'-1" 45 13'-4" 14'-3" .t HV CORNER CENTERMATE #3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5" 12'-5" 12'-8" 13'-7" 50 12'-5" 12'-5" 50 12'-3" 13'-1" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/ FLOOR/CEILING MOUNTINGS: 55 11'-10" 1V-10" 12'-1" 12'-11" 55 11'-10" 11'-10" 55 11'-1" 11'-11" SHALL BE AS INDICATED ON MANDATORY CONDITION #2 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 60 11'-4" 11'-4" 11'-7" 12'-4" 60 1 V-4" 11'-4" 60 10'-2" 10'-11" NOTE #5, SHEET 5. RATING: 65 10'-10" 10'-10" 11'-1" 11'-11" 65 10'-10" 10'-10" 65 9'-5" 10'-1" DETERMINE: 70 10'-6" 10'-6" 10'-9" 11'-5" 70 10'-6" 10'-6" 70 8'-9" 9-4" L1+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+= MAX. SPAN FOR FLOOR/CEILING MOUNTING 75 10'-1" 10'-1" 10'-4" 11'-1" 75 10'-1" 10'-1" 75 - 8-9" ttEXCEPT THAT MAXIMUM SHUTTER SPAN "L+" OR INSTALLATIONS. 80 9'-10" 9'-10" 10'-0" 10'-9" 80 9'-10" W-10" "L-' AND MAXIMUM A.S.D. DESING PRESSURE RATING FOR 85 9'-6" 9'-6" 9'-9" 10'-5" 85 9'-6" 9'-6" INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE SHALL BE LIMITED AS FOLLOWS: RATING: 90 9'-3" 9'-3" 9'-5" 10'-1" 90 9'-3" 9'-3" DETERMINE: 95 97-0" 8'-9" 9'-2" W-10" 95 9'-0" 8'-9" 1- CONNECTIONS TO KEYSTONE MOUNTING L1-= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 100 8'-9" 8'-4" 9'-0" 9'-7" 100 8'-9" 8'-4" LIMITED N L2-= MAX MOUNTI TO +64,-72 p.s.f. AND 8'-0" SPAN, SEE G MOON SHEET 7. INSTALLATIONS. / . SPAN FOR FLOOR CEILING MOUNTING 105 8'-7" 7'-11" 8'-9" 9'-4" 105 8'-7" 7'-11" 110 8'-4" 7'-7" 8'-7" 9'-2" 110 8'-4" 7'-7" FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 $'-2" 7'-3" 8'-4" 8'-"" 1,5 8'-2" 7'-3•' SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN L1+ , L2+ , L1-' AND "L2-" 120 8'-0" 6'-11" 8'-2" 8'-9" 120 8'-0" 6'-11" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-10" 6'-8" 8'-0" 8'-5" 1 125 7'-10" 6'-8" ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 7'-8" 6'-5" 7'-10" 8'-1" 130 7'-8" V-5" PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7" 6'-2" 7'-9" 7'-9" 135 7'-7" 6'-2" - WIND ZONE MINIMUM SPACING. 140 7'-5" 5'-11" 7'-7" 7'-6" 140 7'-5" 5'-11" ASTM E-1996 SEPARATION 145 7'-3" 5'-9" 7'-5" 7'-3" 145 7'-3" 5'-9" TO GLASS 150 7'-2" 5'-7" 7'-4" 7'-0" 150 7'-2" 5'-7" 155 7'-0" 5'-5" 7'-2" 6'-9" 155 7'-0" 5'-5" » 160 6'-11" 5'-2" 7'-1" 6'-7" 160 6'-11" 5'-2" 1 THRU 3 165 6'-10" 5'-1" 7'-0" 6'-4" 165 6'-10" 5'-1" 170 6'-9" 4'-11" 6'-11" W-2" 170 6'-9" 4'-11" 175 6'-7" 4'-9" 6'-9" 6'-0" 175 6'-7" 4'-9" - - 180 6'-6" 4'-8" 6'-8" 5'-1 0" 180 6'-6" 4'-8" 1 HV BLADE- 190 185 6'-5" 4'-6" 6'-7" 5'-8" 185 6'-5" 4-6"6'-4" 4'-5" 6'-6" 5'-6" 190 6'-4" 4'-5" 195 6'-3" 4'-3" 6'-5" 5'-5" 195 6'-3" 4'-3" 200 6'-2" 4'-2" 6'-4" 5'-3" 200 6'-2" 4'-2" — 205 6'-1" 4'-1" 6'-3" 5'-1" L 205 1 6'-1" 1 4'-1" FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ©2020 TILTECO, INC. ©2020 EASTERN METAL SUPPLY, INC. BERTHA HV;,Il `c Ns " •`'� 11LIEC01mc. c. TILLIT TESTING & ENGINEERING COMPANY y AmSmSwA� Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WINDOW BLADE No. ems 1 -� American Shutter Systems EV. No DESCRIPTION DATE DRAWN BY: MLCW. 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 4Q Phone : (305)871-1530 . Fax : (305)871-1531 4268 Westroads Drive 2 DRAWING No F 1� L�, e—mail: tiltecocaol.com West Palm Beach, FL 33407 3 >e 1, V +� CA-0006719 n Q IO ' WALTER A. TILLIT Jr. P.E. 4 20-164 Q•• •• FLORIDA Lic. # 44167 5 SHEET ��i,� N ��WL/SIGNATURE/DATE 6I 11 OF 20 sk will, - POURED . • . ANT ON MURli][11 C01111CREI • • •HEADER •- MOUNTING p MOUNTING . .- . . ommm® ® ' mm®��®mr ,� ®mmm �` , ,��mmm® , . . . 1!011' . . . . .. . . .. .. . . . . . . .. .. . . . . . . .. . .. . . .. . . . .. . . .. . . . . . ®mon�vvo m®�ovvoo�®�000vv�®�vvv�■�■m®©ovvv®000000 m®m • vor�o m®mvvvvv mmmnvvov mmm�amia - v mmmvovoo o000000�• �-� • mmm�ovo©m�ma�a�vvvv mmmvvvor�m®moovP'©mmmvovoo ononono� mmmonnr�o mmm nvvo mmmor�000 mmmoovoaa mmmvovoo r000nnnf, ®mvoov • ®mmvoraa� as®mvvova�a•®mEa�avoo m®mvofa®v 000000®o �movvv��mmvvov�m®mvovvommmono®ommmovovn00000000 � movomv�®mvvvov mmmvovoo�mm�.o�v��mmovo�.o.�00000�© m®mmmvoom®m00000m®mvvvoom®mo.� : v mm000000000000® - mma�avv®ra•a mmmv� `-�i�o mmmovvv©�'�moni©vo m®mv' -�"Fv' v 000000©o . • mmmvovoo mmm0000®m�mmEa0000 mmmvovoo a�mmvo®e�i o 00000®®o • m®moo®©o�®mEa�■omra m® 00000 mmm®ovvv mmm®m®vo von®gym®o . m®more®vo mmmoonmia m�vvvvo�®mvvvvv mmmonivon o000000® mmmvor©vommm000vv�mmvvv®®mmmo�vorammmo®°000000®®n© �®m00©00 mmm0000O�®m0000��®m�7 000�®m00C�00�������0 �mm00000 m®m00�©0 mmm0 = Dii mm0�0v00 m®0�®0v0[�l7�[A®0©0 mmm000vii ®Q7E70�©0�mmE���00�mm000C■0 ®�ODOOci 000000®� �mm0�0v0�®m000v0�mm00000�mm®iidC�O�mm0�v00��00�©® mmm0®®00 m®mOnL•�els mm00000 ®m0v000�®m�0v00����7 ©�0 �mm0®©oii m®m00�00 mmm00E�00 mf00v00v0 mm0®®0v0 ODD®�®00 . M®m0©O�L�7�®m00000 m®m00000�®�0v000�®�®�0v0������00 : .• � •• •- �mmI�J�000�mm0®v00�®m00ii00®�D000v0®��©00v0�S7L•�©0©00 . �®m�00vism®m0®v00m®m0�����®�0000 �®®000v0 ©®0©v00 �m�00 0�mm0�000 mmm mmm00��0 mmm000v0 m®m�00v0 mm©o0C�00 m®0�00v0����®D00 mmm©®0v0�mm0®0v0�mm000v0��OOC■000��®v000R7 r]o®�®ii00 • mmm©®0v0�mm0®0v0 ®m000v0�m000000 mmm®©v00 wn m®®©��v0�mm0©0v0 mmm00000��©00000 m�0®OviiO 0�0®�®oii mmom vommmo©vvommmonvvomm000000mm®°000000®o©000 m®vvvv�avmm�vvvon®mmovvoom®©vvvvo�mmvvvv0000n©- o®` o®o mm��vvvvommmvovv�m®m�aia•aoo�mvoo v ®ovvvvv000©a©oo vvvoo mmmvoveea a�®mvvvov�move��o��m000voi�a 000®moon �®®vvvvv�m�i��vvvv�mmvvovo�®vvvvvv�®�vvvvv�- Ao+��-• oo©o mmmmmmmm moo vv ®mvvvvv�mvvvofao�movvvvo = ©® osaoo aim©vvvvo mmm•agivv��mmvvooe��mvvvvvo�mmov000 000©ovvv , �®vvovvv®vvvovo�mvvvvom�mvv�vvo�mvvoov000®®©moo � • � mmvvoov�mmv�ovvommoovov5�®voavvo�ovvoov000���000 � . : . . mmvvvovommv 0000mmoovvo �vvovovo��ovovv000®� 000 o�®vv0000mmv�v�oov©voovv00000vvv0000©ovvv m® vovo�movvovomm�ovvvomv000voom®000000 000®oo � �a�vv�vom®ovovoommvovvvo�vvoovoo�®vvovvvg®©o©000 m®vvv vv�®ovvvovmmvovv�o�vvvv000�00000v000©00000 �ovvvovomvovov�om°000000®°°vvvvo®ovovvvo®®®©000 mmmmmmmmmmmmmm omovvovvo�vovoovvmvvovovo ovvv®o � �vvvvovomoovovovmoovoovovvovoovovvvovvvo�o��©oo m00000vomovvovovmoavvv�v�oovoovo�vvvoovoo®©00000 mvvvov°o�ovvvvov�0000000voovoov000vv00000®®00000 mmmmmmmommmmmmmvm ovvvo�oovovvomvovoovonoo®o©oo . • ummmmmmmummmmmmmu m000vvov movvvvvo mov�oovv�vvvvvoo�oovvvoo oo�oe°e ,■ ,I : , ,, - . . _ . o . . o • • EASTERN METAL SUPPLY, INC. A.S.SShutterAccordion Shutter System .A. KV. MADE #1 W/ OR W/O RV. MWW 11AM No. 44147 Ameri _ � . • Association, Inc. 0 STATE C.-- • . West Palm Beach, FL 33407 — —1--IDRAWING No .... 14 Y _ / • ' ����WSHEET - MAXIMUM ANCHOR* SPACING (Tn.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS: POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.S.D. DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOURN TYPE FOR CONCRETE OR CONCRETE BL12c`.K INSTALLATIONS (SEE MOUNTINGS E, G. & H ON SHEETS 6 & 7) 1. ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED 00N0l ErE/CONCREiE BLOCK POURED OONCR IE (A) TO EXISTING POURED CONCRETE: (Min. f'c = 3 ksi) MAXIMUM EOWALL SILL MOUNTING ©CEILING MOUNTING 0 FLOOR MOUNTING - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX. (Min. f'c = 3 ksi) SPAN ANCHORS SPACING LEGEND - 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) (ft) ILS.D. DESIGN NEGATIVE PRESSURE RATING (pef) S.D. DESIGN NEGATIVE PRESSURE RATING ( .D. DESIGN NEGATIVE PRESSURE RATING TAPCON OR - 1/4"0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. (Min. f'c = 2 ksi) 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 30 40 60 75 90 i20 160 205 - 1/4"0 TAPPER+ ANCHORS AS MANUFACTURED BY DEWALT, INC., AND DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY TAPCON WITH ADVANCED OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. Min. f'c = 3 ksi 14 12 10 9 8 8 6 5.5 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 THREADFORM TECHNOLOGY ( ) 3'-0" 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 ALL POINTS SOLID-SET NOTES: OR LESS 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 5 BLUE TAP W/ CAP A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10 9 8 8 6 7 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 ANCHORS IS 1 3/4", AND FOR BLUE TAP W/ CAP ANCHORS IS 1 1/2-. 14 12 10 9 8 7 5.5 3.5 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 5 1 TAPPER+ 4'-0' 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 5.5 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 14 12 10 9 8 8 6 4 14 12 10 9 8 8 6 4.5 14 12 10 9 8 6 4 3.5 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 14 12 10 9 8 8 6 14.5114 12 10 9 8 8 6 15.5114 12 10 9 8 8 6 4.5 1" MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 9 7.5 5.5 3.5 1 - 114 12 10 9 8 8 6 5 114 12 10 9 8 7 5.5 4 •SEE LIMITATIONS OF USE FOR 5'-0' 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 5.5 14 12 10 9 8 8 6 4.5 BLADE 1®ON SHEET 19 A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 12 10 9 8 7 4 - 14 12 10 9 8 6.5 5 3.5 14 12 10 8 6.5 5 3.5 3 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON 14 12 10 9 8 7.5 4.5 - 14 12 10 9 8 8 6 4.5 14 12 10 9 8 6 4.5 3.75 NOTES A.1) & A.2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR 14 12 9.5 7.5 6.5 4.5 - - 14 12 10 9 8 7.5 5.5 4 14 12 10 9 e 6 4.5 3.5 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 6'-0' 14 12 110 1 9 8 1 8 6 - 14 12 10 9 8 8 6 5 14 12 10 9 8 6.5 5 13.5 14 12 10 1 9 7.5 15.5 3 - 14 1 12 10 j 8.5 7 5.5 1 4 3 14 12 8 6.5 5.5 4 3 - (B) TO EXISTING CONCRETE BLOCK: (ASTM C-90) 14 12 10 9 8 6 - - 14 12 10 9 8 6.5 5 3.75.14 12 10 8.5 8 5 4 - - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDER. 14 12 8 6.5 5.5 3 - - 14 112 10 9 8 6.5 4.5 3.5114 12 10 8 7 5 3.5 3 - 1/4"0 x 3/4" ALL POINTS SOLID-SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. 14 12 10 9 8 8 - - 14 9 8 7 5 4 14 12 10 9 7.5 5.5 4 3 - 1/4"0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. �,_0" 12 10 14 12 10 8 6.5 4 - - 14 12 9 7.5 6 4.5 3.5 - 14 10.5 7 5.5 4.5 3.5 - - - 1/4"0 TAPPER+ ANCHORS AS MANUFACTURED BY DEWALT, INC., AND DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY 14 1 12 10 8.5 7 4 - - 14 12 10 9 7.5 5.5 4 - 14 12 9 7 7.5 4.5 - - OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. 14 11 7 5.5 4.5 - - - 14 12 10 9 7.5 5.5 4 - 14 12 9 7 6 4.5 3 - NOTES: 14 12 10 9 8 6.5 - - 14 12 10 9 8 6 4 - 14 12 10 8 6.5 5 3.5 - $'-0" 14 12 8.5 7 5.5 3 - - 14 12 8 6.5 5.5 4 3 - 2.5 9.5 6 5 4 3 - - 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". 14 12 9.517.5 1 6 - - 14 12 9.51 8 6.5 5 - - 14 12 1 8 1 6 6.5 4 - - 13 9.5 6.5 5 3.5 - - - 14 1 12 10 1 8 6.5 5 - - 14 12 8 6.5 5 4 - - 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 9.-0" 14 12 10 9 8 - - - 14 12 10 9 7.5 4.5 - - 14 12 8.5 7 5.5 4 - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO 14 11.5 7.5 6 4 - - - 14 11 7 5.5 5 3.5 - - 11 8 5.5 4.5 3.5 - - - EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO. 14 j12. 8 6.5 4.5 - - - 14 12 8.5 7 5.5 4 - - 14 10.5 7 5.5 6 4.5 - - 1.5 8.5 5.5 4 - - - - 14 12 9 7 6 4.5 - - 14 11 7 5.5 4.5 3.5 - - 8.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 10'-0" 14 12 10 9 7.5 - - - 14 12 10 8 6.5 5 - - 14 12 8 6 5 4 - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES: ANCHORAGE SHALL BE AS INDICATED ON 14 10.5 7 5 3.5 - - - 13 9.5 6.5 5 4 3 - - 10 7.5 5 4 1 3 - - - NOTES B.1) & B.2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 14 11 7.515.51 - I - - - 14 J11.5 9 1 6 1 5 1 4 - - 2.5 9.5 6 5 1 4 4 - - FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 0.5 8 5 - - - - - 14 12 8 6.5 5.5 4 - - 13 10 6.5 5 4 3 - - 14 12 10 - - - - - 14 12 9 7 6 4.5 - - 14 10.5 7 5.5 4.5 3.5 - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 125 4 10 7 - - - - - 14 10.5 7 5.5 4.5 3 - - 1..5 8.5 5.5 4.5 3.75 - - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE (E.D.) VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9.5 7 4.5 - - - - - 14 11.5 7.5 6 5 - - - 12 9 6 4.5 4 - - - 12'-0" 14 12 10 - - - - - 14 12 8 6.5 5.5 - - - 13 10 6.5 5 4 - - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: 11.5 8.5 4.5 - - - - - 11 8 5.5 4 3.5 - - - 8 6 4 3 - - - - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW. FOR E. D. LESS THAN THE INDICATED, REDUCE ANCHOR SPACING 3.5 9.5 6 - - I - - - 13 9.5 6.5 5 . 4 - - - tO.5 8 5 4 - - - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 6.5 - - - - - - 14 10.5 7 5.5 4.5 - - - 11 8.5 5.5 4.5 3.5 - - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 13'-0" 14 12 - - - - - - 14 11.5 7.5 6 1 5 - - - 12 9 6 4.5 4 - - = FACTOR 10.5 8 - - - - - - 10 7.5 5 4 3 - - - 7.5 5.5 4 3 - - - - ACTUAL TAPCON WITH ADVANCED TAPPER + 12.5 8.5 - - - - - - 12 9 6 4.5 4 - - - 9.5 7 5 4 - - - - EDGE TAPCON THREADFORM TECHNOLOGY ALL POINT SOLID SET BLUE TAP W/ CAP 8 6 - - - - - - 13 9.5 6.5 5 - - - - 0.5 7.5 5 4 - - - - 1 HV BLADE OR DICTANCE MIN. SPACING 14'-0" 14 12 - - - - - - 14 10.5 7 5.5 - - - - 11 8.5 5.5 4.5 - - - - E.D. MIN. SPACING = 3" MIN. SPACING = 3" MIN. SPACING = 3 1/2' MIN. SPACING = 3' 3 3/4" 4" 10 7.5 - - - - - - 9 7 4.5 3.5 - - - - 7 5 3.5 3 - - - - 1 HV BLADE WZ POURED CONCRETE & POURED CONCRETE GONCRErE mac POURED CONCRETE & POURED CONCRETE & POURED CONCRETE CONCRETE BLOCK 1.5 8 - - - - - - 11 8 5.5 4.5 - - - - 9 6.5 4.5 - - - - - HV WINDOW CONCRETE MIN. ED.BLOCK MIN. ED.=3 1/2' MAN. ED.=2 1/2' CONCRETE ED.EBLOCK CONCRETE BLOCK MN. ED.=3 1/2- MN. ED.=2 1/2' 7.5 - - - - - - - 12 9 6 - - - - - 9.5 7 4.5 - - - - - 15'-0" 14 - - - - - - - 3.5 10 6.5 - - - - - 0.5 s 5 - - - - - BLADE WORKING 2 3' 1.0 .9 1.0 078__ 1_0 - 0.s 1.o 9 - - - - - - - 8.5 6.5 4 - - - - - 6.5 5 3 - - - - - IN UNISON ! 10 - - - - - - - 0.5 8 5 - - - - - 8.5 6 4 - - - - - 2" - 0.71 - - - 0.51 - 7 - - - - - - - 11.5 8.5 5.5 - - - - - 9 6.5 4.5 - - - - - 1 3/4" - 0.91 - - - 0.43 - 16'-0" 14 - - - - - - - 2.5 9.5 6 - - - - - 10 7.5 5 - - - - - 1 1 2 0.35 - - - - 0.35 - 8 - - - - - - - 8 6 4 - - - - - 6 45. 3 - - - - - / " 9.5 - - - - - - - 9.5 7 5 - - - - - 8 6 4 - - - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone `a�IIII to 0,11 ����I ©2020 TILTECO, INC. ©2020 EASTERN METAL SUPPLY, INC. `�,e�\�P�, .• M1 .•. r11',,, BERTHA HW.! �, s'.•• • ��c EI sF•"��� "'-; 11LIECAccordion Shutter System 1 N C. H.V. BLADE #1 W/ OR W/O H.V. WIDOW BLADE No. 44 167 American Shutter Systems /tip TILLIT TESTING & ENGINEERING COMPANY REV. N DESCRIPTION DATE DRAWN BY: M1.P STATE F Association Inc. 1 OLD 17-107 2 202C DATE: 7 2 2020 �• 6355 N.W. 36th. St.. Ste. 305, VIRGINIA GARDENS, FLORIDA 3311` / / / / Phone (305)871-1530 . Fox : (305)871-1531 4268 Westroads Drive 2 i�Q•'. F P. G�, 'o e-mail: tilteco®aol.com West Palm Beach, FL 33407 3 DRAWING No R 1 ,`� CA-0006719 O-1 fi 4 ••' ♦ WALTER A. TILLIT Jr. P.E. 4 s/0NA \\\`EAL/SIGNAT FLORIDA Lic. # 44167 5 SHEET 3 or 20 lllll Rt1`+�\� URE/DATE MAXIMUM ANCHOR* SPACING (1•n•) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. A.S.D DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS I ATIONS (SEE MOUNTINGS I, J, K & L ON SHEET 7) POURED CONCRETE POURED CONCRETE CONCRETE BLOCK ANCHORS SPACING LEGEND W ALK OVER & IS TRENCH MAXIMUM MOU 0 RAINGUARD MOUNTINGJ67 OK WALL/FLOOR MOUNTING ©WALL/WALK OVER MOUNTINGSPAN - - A.S.D. DESIGN NEGATIVE PRESSURE RATING S.D. DESIGN NEGATIVE PRESSURE RATINGS.D. DESIGN NEGATIVE PRESSURE RATING A.S.D. DESIGN NEGATIVE PRESSURE RATING TAPCON OR {�) _ TAPCON WITH ADVANCED 30 40 66 75 90 120 160 205 30 40 60 75 90 120 160 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 THREADFORM TECHNOLOGY 14 12 10 9 8 8 6 6 12 12 12 12 12 1.5 8.5 7 7 7 7 7 7 7 5.5 5 5 5 5 5 5 5 5 ALL POINTS SOLID-SET 3'-0" 14 12 10 9 8 8 6 6 12 12 12 12 12 12 9.5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 R LESS 14 12 10 9 8 8 6 6 12 12 12 12 0.5 8 6 7 7 7 7 7 7 7 6.5 5 5 5 5 5 5 5 5 BLUE TAP 14 12 10 9 8 8 6 6 12 12 12 12 12 10 7.5 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 TAPPER+ 14 12 10 9 8 8 6 6 12 12 12 12 1.5 8.5 6.5 5 7 7 7 7 7 7 5.5 4 5 5 5 5 5 5 5 4 4'-0" 14 12 10 9 8 8 6 6 12 12 12 12 12 9.5 7 5.5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 12 9.5 8 6 4.5 3.5 7 7 7 7 7 7 6.5 5 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 12 12 10 7.5 5.5 4 7 7 7 7 7 7 7 5.51 5 5 5 5 5 5 5 5 K412 10 9 8 8 6 6 12 12 12 11 9 7 5 4 7 7 7 7 75.5 4 3 5 5 5 5 5 5 4 3 5'-0" 10 9 8 8 6 6 12 12 12 12 10 7.5 5.5 4 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 10 9 8 8 6 6 12 12 9.5 7.5 6 4.5 3.5 - 7 7 7 7 7 7 5 3.5 5 5 5 5 5 5 5 4 10 9 8 8 6 6 112 112 12 9.5 18 6 4.5 - 7 7 7 7 7 7 5.5 4 5 1 5 5 5 5 5 5 4 * SEE ANCHOR 14 12 10 9 8 8 6 6 12 12 1.5 9 7.5 5.5 4 3 7 7 7 7 7 4.5 3.5 - 5 5 5 5 5 4.5 3.5 - SPECIFICATIONS 6'-0" 14 12 10 9 8 8 6 6 12 12 12 10 8 6 4.5 3.5 7 7 7 7 7 7 7 7 5 5 5 5 5 s 5 5 ON SHEET 13 14 12 10 9 8 8 6 6 12 112 8 6 5 4 3 - 7 7 7 7 7 5.5 4 - 1 5 5 5 5 5 5 4 3 14 12 10 9 8 8 6 6 12 12 10 8 6.5 5 .75 - 7 7 7 7 7 6 4.5 - 5 5 5 5 5 5 4.5 - 14 12 10 9 8 8 6 6 12 12 10 8 6.5 5 3.5 - 7 7 7 6.5 5.5 4 - - 5 5 5 5 5 4 3 - 14 12 10 9 8 8 6 6 12 12 12 8.5 7 5 4 3 7 7 7 7 7 7 7 6 5 5 5 5 5 5 5 5 7'-0" 14 12 10 9 8 8 6 6 12 10 6.5 5 4.5 3 - - 7 7 7 7 6.5 5 3 - 5 5 5 5 5 5 3.5 3 14 12 10 9 B S 6 6 12 12 8.5 1 7 5.5 1 4 - - 7 7 7 7 7 5 - - 5 5 5 5 5 5 4 - 0 VALID ONLY FOR UP TO +70, -75 14 12 10 9 8 8 6 - 12 12 8.5 7 5.5 4 3 - 7 7 7 5.5 4.5 3 - - 5 5 5 5 4.5 3.5 - - PSF A.S.D DESIGN PRESSURE 14 12 10 9 8 8 6 - 12 12 0.5 7.5 6 4.5 3.5 - 7 7 7 7 7 7 7 4 5 5 5 5 5 5 5 5 RATING & FOR SPANS PER 8-O" 14 12 10 9 8 8 6 - 12 9 6 4.5 4 3 - - 7 7 7 7 5.s 4 - - 5 5 5 5 5 4 3 - SCHEDULE #3, SHEET 11 14 12 10 9 8 8 6 - 12 11 7.5 6 5 .75 - - 7 7 7 7.5 6 4.5 - - 5 5 5 5 5 4.5 - 14 12 10 9 8 8 - - 12 1.5 7.5 6 5 3.5 - - 7 7 6.5 5 4 - - - 5 5 5 5 4 3 - 9'-0" 14 12 10 9 8 8 - - 12 12 9.5 6.5 5.5 4 3 - 7 7 7 7 7 7 6 3 5 5 5 5 5 5 5 5 14 12 10 9 8 8 - - 0.5 8 5 4 3.5 - - - 7 7 7 6 5 3.5 - - 5 5 5 5 5 4 3 - 14 12 10 9 8 8 - - 12 10 6.5 5 4.5 - - - 7 7 7 6.5 5.5 - - - 5 5 5 5 5 4 - - 14 12 10 9 8 8 - - 12 10.5 7 15.5 14.5 3.5 - - 7 7 5.5 4.5 3.5 - - - 5 5 j 5 4.5 - 10'-0" 14 12 10 9 8 8 - - 12 11 8.5 6 1 5 3.5 - - 7 7 7 7 7 7 4.5 - 5 5 5 5 5 5 5 4.5 14 12 10 9 8 8 - - 9.5 7 4.5 3.5 3 - - 7 7 7 5.5 4.5 - - - 5 5 5 5 4.5 3.5 - - 14 12 10 9 8 8 - - 12 9 6 5 4 - - - 7 7 7 6 5 - - - 5 5 5 14.5 1 5 - I - I - 14 12 10 9 8 8 - - 12 9.5 6 5 4 3 - - 7 7 5 4 3 - - - 5 5 5 4 3.5 - - - i l'-0" 14 12 10 9 8 8 - - 12 10 7 5.5 4.5 3.5 - - 7 7 7 7 7 7 3.5 - 5 5 5 5 5 5 5 4 HV 14 12 10 9 8 8 - - 11 8 4 4 3 - - - 7 7 6 5 4 - - - 5 5 5 5 4 3 - - BLADE ONLY 14 72 10 9 8 8 - - 11 8 5.5 4 - - - - 7 7 7 5.5 4.5 - - - 5 5 5 5 4.5 - - - 1 14 12 10 9 8 - - - 1.5 8.5 5.5 4.5 3.5 - - - 7 7 4.5 3.5 - - - - 5 5 4.5 3.5 3 - - - 12'-0" 14 12 10 9 8 - - - 12 9.5 6.5 5 4 3 - - 7 7 7 7 7 6 3 - 5 5 5 5 5 5 4.5 3.5 14 12 10 9 8 - - - 8 6 4 3 - - - - 7 7 5.5 4.5 3.5 - - - 5 5 5 4.5 4 3 - - 14 12 10 9 8 - - - 10 7.5 5 4 - - - - 7 7 6 5 - - - - 5 5 5 5 4 - - - 14 12 10 9 8 - - - 0.5 8 5 4 3.5 - - - 7 6.5 4.5 3.5 - - - - 5 5 4.5 3.5 3 - - - 13'-0" 14 12 10 9 8 - - - 1.5 5.5 6 4.5 3.5 3 - - 7 7 7 7 7 4.5 - - 5 5 5 5 5 5 4.5 Y5 14 12 10 9 8 - - - 7 5.5 3.5 3 - - - - 7 7 5 4 3 - - - 5 5 5 4 3 - - - 14 12 10 9 8 - - - 9 7 4.5 .75 - - - - 7 7 5.5 4.5 - - - - 5 5 5 4.5 4 - - - 14 12 10 9 - - - - 10 7.5 5 4 3 - - - 7 6 4 3 - - - - 5 5 4 3 - - - - 14'-0" 14 12 10 9 - - - - 0.5 85.5 4 3.5 - - - 7 7 7 7 7 4 - - 5 5 5 5 5 5 4 3 14 72 10 9 t - - 6.5 5 3 - - - - - 7 7 5 3.5 - - - - 5 5 5 4 - - 14 12 10 9 - - 8.5 6.5 4 - - - - - 7 7 5 4 - - - - 5 5 5 4 - - - - 14 12 10 - 9 7 4.5 3.5 3 - - - 7 &5 3.5 - - - - - 5 5 3.5 3 -14 12 10 - - - 10 7.5 5 4 3 - - - 7 7 7 7 7 3.5 - - 5 5 5 5 5 5 4 3 15'-0' 14 12 10 - - - 6 4.5 3 - - - - - 7 7 4.5 3 - - - - 5 5 4.5 3.5 -10 - - - 8 6 4 - - - - - 7 7 5 - - - - - 5 5 5 414 12 10 - - - 8.5 6.5 4 13.5 1 - I - - L 7 5.5 3.5 - - - - - 5 5 3.5 - - - - 14 12 10 - - - - - 9.5 7 4.5 3.5 3 - - 7 7 7 7 6 3 - - 5 5 5 5 5 4.5 3.5 - 16'-0" 14 12 10 - - - - - 6 4.5 3 - - - - 7 6.5 4 - - - - - 5 5 4 3.514 12 10 - - - - - 7.5 l .75 - - - - 7 7 4.5 - - - - - 5 5 4.s - - - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone �q�11JilI . ;� tf ©2020 TILTECO, INC. ©2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM �G EN •`.���'; F I L E G O M A-S . S .A ccordion Shutter System No. 44167 ' H.V.Hv #1 w/ OR w/o RV. WINDOW BLJaDE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems €V, N DESCRIPTION DATE DRAWN BY: M.P STATE F 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166Association, Inc. 1 OLD 17-107 7�2/202` DATE: 7/2/2020 Z 'p'• Phone : (305)871-1530 . Fax : (305)871-1531 4268 Westroads Drive 2 DRAWING No "40Ri Q. ••'` `\�� e-mail: tilteco®aol.com West Palm Beach, FL 33407 3 n WALTER A.OTILLIT19r. P.E. 4 20- 164 FLORIDA Lie. # 44167 5 SHEET ,E`� SEAL/SIGNATURE/DATE 6 14 OF 20 MAXIMUM A.S.D. DESIGN PRESSURE RATING (12.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE. (SEE MOUNTINGS ON SHEETS 16 & 17). !E:3 U B � T Fz;;Z E SOUTHERN PINE No. 2 W MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH SOU ERN NE No. SPRUCE PINE SPRUCE PINE / 1/2" MIN. CDX DOUGLAMS.INFIR W%5' FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD MIN. LAS.50 W/ MIN. G=0.43 W/ MIN. G=0.36 MAXIMUM SPAN (n) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T FLOOR MOUNTINGS FLOOR MOUNTINGS FLOOR MOUNTINGS WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS M, N, O & R W & X M, N, 0 & R W & X M, N, O & R W & X P & Q S & V S & V S & V kU DEM IEPAX PMR MW(psi) kS.0.DW W MTNE NOW wtTAIG(psf) DESIM MGM HOW WE W LS.0.DESIGN NEUM RMiE wins(psf) DESKiI NOX RIES9K wT K(psf) .101M I EQiX P MTN(psf) .DM NEUX PMRM E PATE(4 NEG X RaEss K Ia1DIG(p4 DESIM NEfAl1VE RMiE WK(pd) DE31M NEGANE KMK wTTws(� 30 40 60 75 90 05 30 40 60 75 90 105130 40 60175 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 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 12 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 12 10 10 9 8 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 5'-0" 12 10 10 9 8 8 6 6 6 6 6 5.5 12 10 10 9 8 8 6 6 6 6 6 5 12 10 10 9 8 7 6 6 6 6 6 5 6 5 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 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 6 .5 4.5 4 12 10 10 9 5 3 6 6 6 5 4 3.512 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. 12 12 12 0.5 8.5 7.5 8'-0" 12 10 10 7.5 4.5 3 6 6 6 5 4 3.5 12 10 10 6 3.5 - 6 6 5 4.513.5 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 5.5 .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 5 4 3 - 12 10 6 3 - - 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. 8.5 7.5 12 12 9 7 6 5 11'-O" 12 10 5.5 - - - 6 6 4.5 - - - 12 10 4.5 - - - 6 5.5 3.5 - - - 12 10 - - - - 6 5.5 4 - - - 6 5 - - - - 12 12 12 12 10 8.5 122 12 12 9.5 8 7 12 12 8 6.5 5.5 4.5 12'-0" 12 10 4.5 - - - 6 6 J4 - - k2l - - - 6 5 3.5 - - - 12 10 - - - - 6 5 3.5 - - - 6 5 - - - - 12 12 12 1.59.58 12 12 11 8.5 7 6 12 1.57.5 6 5 4 13'-0" 12 10 - - - - 6 6 - - - - 6 4.5 - - - - 12 7.5 - - - - 6 4.5 - - - - 6 4.5 - - - - 12 12 12 10. 8.5 7.512 12 10 8 6.5 5.5 12 0.5 7 5.5 4.5 4 14'-0" 12 10 - - - - 6 5.5 - - - - .5 4.5 - - - - 12 715'-0" 12 - - - - - 6 - - - - - 516'-0" 12 - - - - - 6 - - - - - 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: 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No. 2 W/ G=0.55 (N.D.S) - 1/4"0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX W/ MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/ G=0.50 (N.D.S.) EACH SECTION ON SHEETS 16 & 17. -SPRUCE PINE FIR NORTH W/ G=0.43 (N.D.S.) EXCEPTION: SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/ 0=0.36 (N.D.S.) -MIN. 1/2• COX PLYWOOD (1986 APA) 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. 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// ©2020 TILTECO, INC. ©2020 EASTERN METAL SUPPLY, INC. ��P:T1I BERTHA HVTM EN / TILIECOINC. Accordion Shutter System . H.V. MADE #1 Wi OR W/O H.V. WINDOW MADE No. 44167 TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV. No 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 -�o' FcoR .•• \ CA-0006719 4 20-164 -i /C<C`•'•..,.. 9 WALTER A. TILLIT Jr. P.E. SHEET �ON 4�`��`EAL/SIGNATURE/DATE FLORIDA Uc. # 44167 5 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS_ FOR J� HV & I& HV * BLADES AS APPLICABLE MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HY BLADE 1 ONLY SHALL -WALL FINISH BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING SEE SHEET 19 FOR MAX SPAN & 1/4"0 TAPCON OR A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1 & A WORKING IN UNISON ' r TAPCON WITH ADVANCED THREADFORM TECHNOLOGY 1/4"0 TAPCON OR W/ 1 1/2" Min. PENETRATION _ TAPCON WITH ADVANCED THREADFORM TECHNOLOGY OF THREADED AREA TO f W/ 1 1/2" Min. PENETRATION OF THREADED AREA TO EXISTING MIN. SEPARATION EXISTING WOOD HEADER. 11 WOOD HEADER. (SEE SCHEDULE ON SHEET 15) TO GLASS (SEE III I I �OR (SEE SCHEDULE ON SHEET 15) 1/4"0-2Ox3/4" S.S. MACHINE SCHEDULE ON SHEET I I �R 18 SCREWS W/ 1/4"-20 NUTS II-- 11 FOR BLADE SAND I I I I X 1 2 OR�z 1 N " ® 12" O.C. ON SHEET 19 FOR I 1 Min. 0 \ X EXISTING BLADES(D& @D - f Q E«- GLASS II I I I I N2E i1 OR 15 II WALL C' p FINISH. + } I � z I I � I�OpTIONAL I I __ -WALL EXISTING MIN. I I I FINISH I I I 1 OR II 2"x4" WOOD I I I -i 1}QR �♦ — II EXISTING MIN. I I N (12; 1® U� HEADER REQUIRED 2"x4" WOOD I I I I II ' HEADER REQUIRED I . I I 1 4"0 TAPCON OR TAPCON WITH ADVANCED . _: T EXISTING II MIN. SEPARATION III I I II I I— THREADFORM TECHNOLOGY W/ 1 1/2" GLASS--I TO GLASS (SEE I I I III I I LJ Min. PENETRATION OF THREADED AREA TO 1}__ SCHEDULE ON SHEET I I I I MIN. SEPARATION TO GLASS Y. EXISTING WOOD HEADER. II 11 FOR BLADE LAND EXISTING I�(SEE SCHEDULE ON SHEET 11) I I (SEE SCHEDULE ON SHEET 15)ON SHEET 19 FOR I i I GLASS---jl I I I II BLADES(D& I I 7 - 2"x4" CONT. SILL i PLATE REQ'D. ON HV WALL HEADER INSTALLATION O HV WALL SILL INSTALLATION OM HV WALL HEADER INSTALLATION II I I EXISTING -- - II MIN. SEPARATION TO GLASS III III I MIN. SEPARATION TO GLASS I 1 f , 1 (SEE SCHEDULE ON SHEET 11) GLASS SEPARATION TO GLASS EXISTING (SEE SCHEDULE ON SHEET 11) EXISTING 2"x4" CONT. (S GLASS�I GLASS—-a1 EE SCHEDULE ON SHEET 11) 1WOOD PLATE I II REQ'D.- II 1/4"0-203/4" S.S. MACHINE CREWS1/4"0-20x3/4" S.S. MACHINE SCREWS W/ I I I II USING 1/4"-20 NUT S _4p : 2 I 1 II" 12" O.C. IIII IIII I III FINISH +III I I � O.C. ! � �• i � � , } r I I + l 7;OR OR 18 1 OR 1 ' 1 OR 2"x4" CONT.-, ` 1 Li I WOOD PLATE Y } -E Q 1 -EQ TQ— 1 REQ'D. Min. , — 1" Min. N 1 NCED 1/4 OR \ 1" \ THREADFORMECHNOLOGY-0 TAPCON OR TAPCONWW/1ITHA1/2" T. Min. PENETRATION OF THREADED AREA TO `.:'.. 1/4"0 TAPCON OR TAPCON WITH ADVANCED + SILL PLATE . EXISTING WOOD HEADER. 41 1/4"0 TAPCON OR NOTE: I (SEE SCHEDULE ON SHEET 15) THREADFORM TECHNOLOGY W/ 1/2" REQ'D. Min. PENETRATION OF THREADED AREA INTO PLYWOOD I TAPCON WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL -- (SEE SCHEDULE ON SHEET 15) EXISTING MIN. 2"x4' 1/2" MIN. CDX THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. WALL FINISH STUDS ® 16" O.C. MAX.. PLYWOOD REQ'D. W/ 1/2" Min. PENETRATION OF 2-MOUNTING SECTIONS CAN BE 1/2" MIN. CDX PLYWOOD REQ'D. REQ'D. PLYWOOD TO BE WALL FINIS THREADED AREA INTO PLYWOOD COMBINYD IN INSTA NLATIAY TO ® HV WALL SILL INSTALLATION ATTACHED TO STUDS IN (SEE SCHEDULE ON SHEET 15) --EXISTING MIN. 2"x4" STUDS ® 16" O.C. MAX. REQ'D. - PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WITH SECTION 2308 OF THE F.B.C. SECTION 2308 OF THE ® HV WALL SILL INSTALLATION ♦ SEE LIMI ATIONS OF USE O ©HV WALL SILL INSTALLATION F.B.C. BLADE 1A ON SHEET 19 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ©2020 TILTECO, INC. ©2020 EASTERN METAL SUPPLY, INC. BERTHA HYTM .y�•. L\LENS •' _T i L E C �N�. A.S.S.A. Accordion Shutter System No. 441H.v. #1 w/ oR w/o H.v. WINDOW BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Ev. N',. DESCRIPTION DATE DRAWN BY: M.P • 2�Za Association Inc. 1 OLD 17-107 '-' 2 Z'd STATE 0 6355 N.W. 35th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 3316. /2020 DATE: 7�2/2020 y Phone : (305)871-1530 . Fox : (305)871-1531 4268 Westroads Drive 2 ,� •. k• ,� DRAWING No sue, N."ZOV) \�,`� e-mail: tilteco®aol.com West Palm Beach, FL 33407 3 ••• CA-0006719 20-164 S/ONAL 1��� WALTER A. TILLIT Jr. P.E. 4 SEAL/SIGNATURE/DATE FLORIDA Lic. # 44167 5 SHEET 6 1§ OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR J HV & HV * BLADES AS APPLICABLE MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE 1 ONLY SHALL BE LIMITED TO 105.0 sf. A.S.D. DESIGN PRESSURE RATING, SEE SHEET 19 FORMAX WALL FINISH SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & A WORKING IN UNISON 1/4"0 TAPCON OR EQ EQ 2" MIN. TAPCON WITH ADVANCED 4"x8" (Min.) EXISTING THREADFORM TECHNOLOGY WOOD BEAM REQUIRED. EDGE (IF APPLICABLE) W/ 1 1/2" Min. PENETRATION STRUCTURAL ADEQUACY - OF THREADED AREA TO 1/4"0-20x3/4" S.S. OF EXISTING WOOD BEAM + EXISTING WOOD HEADER. 1 PHILLIPS TRUSS HEAD TO BE CERTIFIED BY c� Min. MACHINE SCREWS REGISTERED ENGINEER OR _ EXISTING WOOD (SEE SCHEDULE ON SHEET 15) W/ 1/4"-20 NUTS ARCHITECT PRIOR TO EQ EQ TRUSSES OR EQ EQ @ 12" O.G. SHUTTER INSTALLATION. 1/2 1/2" O.C. REQUIRED iL 1/4"0 TAPCON OR ' 1 OR 15 TAPCON WITH ADVANCED 1 EXISTING SOFFIT N . \ ^.257" THREADFORM TECHNOLOGY I 3/4" Max. THK. Zi ITH I I Max. W/ 1 1/2" Min. PENETRATION EQ EQ #14x3/4" EQ' EQ— 1'x4"x1 8" CONT. ALUM. TUBE N_ OF THREADED AREA TO - - / OPTIONAL I EXISTING WOOD HEADER. � S.M.S. (6063-T6 ALLOY) W/ T I I I !I (SEE SCHEDULE ON SHEET 15) ® 6" O.C. I 1 Of 13 Or 15 (3)5/16"0 LAG SCREWS TO E11 Or 13 or 15 I EACH RAFTER OR TRUSS. I LOCATE LAG SCREWS AT MIDWIDTH OF EXISTING WOOD EXISTING MIN 2"x4" I I I I ' I i I ! ' MEMBER, (2" Min. NOMINAL EXISTING--II. HEADER REQ'D OPEN HOLE AT EACH -' GLASS 11_ MIN. SEPARATION TO GLASS _ I I I STUD TO ACCEPT WIDTH) W/ 2" Min. II (SEE SCHEDULE ON SHEET 11) EXISTING PENETRATION OF THREADED I I I I GLASS I I I X 5/16"0 LAG SCREW I I I I xQ AREA. VALID FOR I I I AT CENTER OF TUBE. I I I I INSTALLATIONS WITH 72psf MIN. SEPARATION I I I I ^ MAX. A.S.D. DESIGN LOAD AND TO GLASS (SEE EXISTING MIN. SEPARATION 9'-0" MAX. SPAN. THIS S HV WALL HEADER INSTALLATION �EDULE ONSIB I I I I N GLASs, To GLASS (SEE I I I N INSTALLATION IS ONLY VAUD 11 FOR BLADE QAND I I I ♦ I SCHEDULE ON SH ! I I I I I FOR WOOD W MIN. SPECIFIC I ON SHEET 19 FOR I I I _ 1�OR g �j 1 o�D I I I GRAVITY OF 0.50 AS DOUGLAS NOTES: BLADES O& ON 19_ I g O& I I I — �R (j�♦ OR EQUA FIR OR L. PINE No. 2, 1-SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY �HV CEILING INSTALLATION � �� }} v IN MOUNTING SECTIONS CAN BE COMBINED T L V I H V CEILING INSTALLATION IN ANY WAY TO SUIT ANY INSTALLATION. ���- MIN. SEPARATION ♦ r I To GLASS(SEE I I I- 1. OR I I MIN. SEPARATION TO GLASS I I I SCHEDULE ON SHEET I I_ � -I I x SEPARATION (SEE SCHEDULE ON SHEET 11) I I ! I EXISTING 11 FOR BLADE(DAND GLASS EXISTING I I I I {�y GLASS i SHEETON &�) I f I g ~I(SEEOSC SCHEDULE l I I GLASS—II I I I . I- �J I I I ON SHEET 1 1) I I a II I I I I ALTERNATE_ f FTr1 I I I WALL ANCHOR , I LOCATION EXISTING 3/8" MIN. GLASS�I FINISH; / © +a 3/8 MIN. / HEX ! ' i 2"x6" MIN. WOOD u I I 1 4 —WAS ER HEAD TEK I DECK REQUIRED Max. 13 QR 2"x6" MIN. WOOD SCREWS ® 12" o.c EPP (NO FINISH o - DECK REQUIRED (NO __ - _ ALLOWED) w FINISH ALLOWED) - �f 2 - EDGE -19 _EQ EDGE OF DECK - - 1 = OF EDGE OF DECK IF APPLICABLE --- DECK IF _= IF APPLICABLE cli L 1/4"0-20x3/4" S.S. _ APPLICABLE 1/4"0 TAPCON OR Min-} PHILLIPS TRUSS HEAD 2 � 2"x4" CONT. TAPCON WITH ADVANCED MACHINE SCREWS 1/4"0 TAPCON OR TAPCON WITH ADVANCED SILL PLATE THREADFORM TECHNOLOGY W/ 1/4"-20 NUTS 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM� THREADFORM TECHNOLOGY W/ 1 1/2" Min. 2" MIN. W/ 1 1/2" Min. PENETRATION 0 12" O.C. 2" MIN. REQ'D. OF THREADED AREA TO TECHNOLOGY W/ 1 1/2" Min. PENETRATION OF THREADED PENETRATION OF THREADED EXISTING WOOD HEADER. AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) AREA TO EXISTING WOOD HEADER. (SEE (SEE SCHEDULE ON SHEET 15) ff7SEIE SCHEDULE ON SHEET 15)HV WALL SILL INSTALLATION LIMITATIONS ONNSHEETUS9 FOR O HV FLOOR INSTALLATION OX HV WALK—OVER INSTALLATION t FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 02020 TILTECO, INC. ©2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM I L E C H . A.S.S.A.A Accordion Shutter System No. 441 7 _ , H.V. 11AM #1 W/ OR W/O H.V. WINDOW RAX TILLIT TESTING & ENGINEERING COMPANY American Shutter SystemsREV. N DESCRIPTION DATE DRAWN BY: M.P -O'• STATE 0 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 3316 Association, Inc. i OLD 17-107 /2/2020 DATE: 7/2/2020 •, ,+ Phone (305)871-1530 . Fax : (305)871-1531 4268 Westroads Drive 2 DRAWING No o O '. F�Q��Q � ,�� e-mail: tilteco®aol.com West Palm Beach, FL 33407 3 20-164 ., ., [ . CA-0006719 FS ����� WALTER A. TILLIT Jr. P.E. 4 0NA'\ , '-S'SEAL/SIGNATURE/DATE FLORIDA Lic. # 44167 5 SHEET 6 17 OF 20 END INSTALLATIONS 1 ; HV BLADE OR WINDOW BLADE INTO 2ofx49' MIN. WOOD STUDS 2"x4' MIN. WOOD rSTUDS REQ'D. 2"x4" MIN. WOOD 2"x4" MIN. ` STUDS REQ'D. WOOD STUDS. �'* _1/4.0 TAPCON 2'x4" MIN. (AS APPLICABLE) \ /r - ANCHOR ® 6" O.C. :;� - W/ 1 1/2- MIN. WOOD STUDS. \ / PENETRATION INTO (AS APPLICABLE) WALL-, \ / STUDS OR W/ MIN. I FINISH 1/2' PENETRATION ?>• \ / `�' EXISTING GLASS--- -�= r I' PLYWOOD CDX NO `' 7 \V ,��-' NISH STUDS EXIST. -.y 1 EXISTING GLASS EXISTING GLASS _ EXISTING GLASS -� -F E EQ\\I i 1/2" MIN. CDX I�EO 0\\ MIN.SEPARATION PLYWOOD- .- MIN. SEPARATION r „ _ _ - -1/2' MIN. CDX TO GLASS(SEE MIN.SEPARATION MIN.SEPARATION TO GLASS(SEE r ..�;.r.,. _ SCHEDULE ON SHEET - PLYWOOD. 'K e: v. ..... - _.. SCHEDULE ON SHEET _ TO CLASS(SEE 1/2" MIN. CD% } -: TO GLASS(SEE 11 FOR BLADE([)AND a 1/16"x3" M WALLA • 11 FOR BLADE OAND y'.`{. . _ SCHEDULE ON SKEET PLYWOOD. _.i»`•.".�"' .'� .. SCHEDULE ON SHEET ON SHEET 19 FOR - (6063-T6) CONT. FINISH Z1/2" MIN. CDX ON SHEET 19 FOR -- 11 FOR BA)E OAND 1/2' 11 FOR BLADE OAND BLADES O& --1 ALUM. CLOSER PLYWOOD. O do® WALL J:` ON SHEET 19 FOR I ON SHEET 19 FOR 1 MIN. PLATE. (LOCATE 1/2'; FINISH ' BLADES�&Q) BLADES 1O AT EITHER SIDE MIN.' — OF®) �-#100/2" S.M.S. — — (AS APPUCABABLE).2AZ1/6"x0'-2' — — 016 O.C. #10x1/2" S.M.S. - ALUMINUM CUP ANGLE 016 O.C. ' — — (6063-T6 ALLOY)AT MIDHEIGHT : 4 (1) #10x1/2"S.M.S. TO(& (2)1/4'.TAPCONS ANCHORS To ♦ -- WALL AT 1"O.C. LOCATE AT 1 OR ® EITHER SIDE OF�) SEE DETAIL X FO:, 1 OR ®♦ 1 OR f SIDE CONNECTION SEE DETAIL X FOR ` 1 OR TO TRACKS 3 - SEE DETAIL X FOR a a 6 7 8■�10+ ■� SIDE CONNECTION © 4 ®■'Q O■'O O ®" TO TRACKS a 6 a 8 a 10 TO TRACKS a 6+ 7 8 a10* SIDE CONNECTION 10+®a©'®°"©+®a ®a®ar. .Oj■®a10 i®a 10i�a©+�®+®° 10'®■'®' ®-0- END CONNECTION DETAIL © END CONNECTION DETAIL ® END CONNECTION DETAIL,, END CONNECTION DETAIL EXISTING ■ REQUIRED ONLY FOR SPANS GREATER THAN 12'-0' GLASS 2'x4" MIN. WOOD .1 4'0 TAPCON ANCHORS STUDS REQ'D. 1 1/2" MIN. 1/4'0 TAPCON ANCHO••.: #10x1/2" S.M.S. EXISTING GLASS W/ 1 1/2' MIN. 016 O.C. PENETRATION ® 12" O.C. PENETRATION 0 12"O.C. �• MN' SEPARATroN TO CLASS(SEE SEE LIMITATIONS OF USE FOR MIN. SEPARATION 1/2" MIN. SCHEDULE ON SHEET 4 {4:-. TO GLASS(SEE _ 111 FORBfADE1919 BLADE lA ON SHEET 19 FOR SCHEDULE ON H •'> BLADES Q& FOR 11 BLADE AND Sir I�ON SHEET 19 F 1/2" MIN. Y '� - _ 7> BLADES 10& OR®OR O OR --- --- ' 1 2" MIN. - C 44 ------ -- -- ' �OR'I3CR OR� O R ♦ 1�*5.� 1 IN. MIN.., --�- `T 4 f �1 OR b� q t6 OR®OROOR WALL FINISH 2%4"YMIN.•WOOD ,.�c. .WALL ' - � ®a^®aO«Ocn®a�+®ai (4OR j 3 0R(q OR(j3 VIEW Y 10+®a®+®m®+®m STUDS REQ'D. FINISH 10•®a®+®■®«©m PLAN DETAIL x END CONNECTION DETAIL 0 END CONNECTION DETAIL 12 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, �����/�� 02020 TILTECO, INC. ©2020 EASTERN METAL SUPPLY, INC. �,�GENs T`'�'' BERTHA HVT� No, 4416 L (; Q N c A A.S.S.A. Accordion Shutter System __ ;• *. —�� H.V. BLADE #1 W/ OR W/O H.V. WINDOW BLADE STATE OF TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV. Na DESCRIPTION DATE DRAWN BY: M. +Q'. ��/ __ P ��O'. �.'�_ �� 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 3316 Association, Inc. 1 OLD 17-107 7/2/202 DATE: 7/2/2020 '�� ��:•. �ORIDP ,••�yy�e�� Phone : (305)871-1530 . Fax : (305)871-'1531 4268 Westroads NgWive 2 DRAWING No a-mail: tilteCOCOOLCOIT1 West Palm Beach, FL 33407 3 ""Al 810NAL�' ����\\ -- CA-0006719 '`�///lllilli111ti� �\`` WALTER A. TILLIT Jr. P.E. 4 20- 164 P.E. SEAL/SIGNATURE/DATE FLORIDA Lic. # 44167 5 SHEET 6 18 OF 20 GENERAL LIMITATIONS AND CONDMONS OF USE FOR BERTHA A G - �T > UNISON WITH W WINDOW BLADE dA 135r_ 1. MAX. A.S.D. DESIGN PRESSURE RATING: +110, - 110 p.s.f. 2. MAX. SHUTTER SPAN: 96" f 3. ALLOWED MOUNTINGS: A, D. G & H ON SHEETS 6, 7; AS WELL AS MOUNTINGS M. 0, T. U & W ON SHEETS 16 & 17. z �7 ARE O O g IOR 4. ONLY C EDNMA SYM 1EfRiCAL OR OPPOSING LAYOUT N�CASEEOFWITH OPPOSING 5 4 r YOUT, 5 MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF 1 6 1 CENTER. TYP. EA. END ! ! ! • • ! y y ° ' y 5. (A) HV WINDOW BLADE�SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS - y y y �• (3"0 HOLES) FOR ®PER BLADE AT SPACINGS SHOWN ON SHEET 4. 44' MAX. 5 WINDOWS < ! s f ; (B) MIN. CLEARANCE FROM TOP OR BOTTOM EDGE OF HV WINDOW BLADE 1� ALLOWED AT HV can ! !s yy [ "J �g y y ry OF ANY 3"0 HOLE FOR ®SHALL BE 12". WINDOW BLADE 1g a w (C) FIRST OR BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE 1g y ' y (D) HV WINDOW BLADE 1@ MUST BE USED ALTERNATE TO A SOLID HV BLADE 10 THROUGHOUT SHUTTER'S WIDTH. y (E) CEAERMATES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID HV I o it o $ ILC! ' BLADE 1 AT EITHER SIDE OF THEM. SEE END 1 � (F) POLYCARSONATE HV WINDOW® SHALL BE INSTALLED SO THg TABS FACE CONNECTION __ THE INTERIOR OF THE OPENING BEING PROTECTED. HV WINDOW"MUST BE ON SHEE o! ! ! ! ! o z ° y y s y y y y ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVIDED BY ASSA, DETAILS TS Wo y y 10 & 18 TYP �m�� INC. FULL HEIGHT. f O n 6. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME 2 TYP ] ! x B BUILDINGS ON SHEET 15, AS LIMITED BY SPAN AND DESIGN LOAD (SEE NOTES -� o P MR �go� 1 & 2 ABOVE). 0�9 L-T � 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: (SEE PLAN FOR REQUIREMENTS) �� 5 TYP TOP & BOTTOM WIND ZONE MINIMUM SEPARATION TO GLASS D H W .i OR 4 OR 6 7 -- UNLIMITED WIDTH— - 1 THRU 3 1" ELEVATION MIN. SEPARATION TO GLASS EXISTING GLASS SEE SCHEDULE ON SHEET 11 FOR BLADE Q 4 6.25" — AND ON THIS SHEET FOR BLADES(1)& ---------------- -------- -- �------—------------ ---- ----------- r5j — ,�a de 2�� ALTERNATE OPPOSING CEN 4 AND MIZ OR (SEE NOTE 4 ABOVE) 16 �/ OR 1 - \ .'�']ba(J•71 V�L 4 v / 'C /' �z I.T <j \ TYP. SYMMETRICAL CENTERMATES 21 2 ' —— — —_—__ _ (OUTSIDE��— W/ 2 OR @5 AND \�� i W/0� (SEE NOTE 4 ABOVE) �' A N t 21 okr, TYPICAL 1 HY BLADE WORKING IN UNISON WITH HY WINDOW BLADE 1 A SHUTTER* N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone `\`\\\x`�0� Pljffl ,/,''/ ©2020 TILTECO, INC- BERTHA EASTERN METAL SUPPLY, INC. �:`• `�,�CE,w BERTHQ HVTM =•�' A.S.S.A. Accordion Shutter System No, 4 41 7 L E �M c. H.v. eLADE / OR#1 w W/O RV. v�NDow eLAOE * — Systems s - ' n * TILLIT TESTING & ENGINEERING COMPANY American Shutter S y REV. h DESCRIPTION DATE DRAWN BY: M.P �' STATE QrE 0 •• � 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 3316 Association, Inc. 1 OLD 17-107 /2/2020 DATE: 7/2/2020 0. ,c Phone : (305)871-1530 . Fax : (305)871-1531 4268 Westroads Drive 2 COR .•'�`�'�` e-mail: tilteco®aol.com West Palm Beach, FL 33407 3 DRAWING No �� '•• ` CA-0006719 %,,�� /pNA� �� WALTER A. TILLIT Jr. P.E. 4 20-164 `'��+iiiLILLLi� SEAL/SIGNATURE/DATE FLORIDA Lic. # 44167 5 SHEET 6 19 OF 20 AV 7T Min. G-60 GALV- STEEL 1 1/2"x 0.035" THICK - INSTALLATIONS W/ �1] HV BLADE & HV CENTERMATES 0 -�. 2.000" Max. 1 Min. ASTM A-653 GRADE 40Min- OX. 083" 0 METAL STUDS AT 16" O.0 CY INTO METAL STUD WALLS Q, U� _r 1/2 475" -q a .. . " 1 /4 o NOMINAL Ld GENERAL LIMITATIONS AND CONDITIONS OF USE If H ALUMINUM SLEEVE 12 FOR ERTHA j , HV BLADE ACCORDION SHUTTER 6063-T5 ALLOY 1 3/4"x 6 1/4'x 0.035" THICK Min. 4.3a 0 aX _B 13 LO a lc�7 SYSTEM INSTALLATION TO METAL STUD WALLS CONT. GAILY. STEEL TRACK CHANNEL, @ 6- O.C. 0 6" D.C. r: ASTM A-653 GRADE 40 Min. G-60 1 LO . GALVANIZED FASTENED TO STUDS N SEPARATION TOG 0 3000" LASS SCHEDULE W/ (2) #6x1/2" TEK SCREWS ON i /EXISTING FINISH 39 i I z 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, 75 (psf) Max. INTERIOR & EXTERIOR FACE i AS APPLICABLE a- WIND ZONE 2. MAX. SHUTTER SPAN: 84" MINIMUM En w_ ASTM E-1996 SEPARATIONLENGTH + 1 MIN. SEPARATION LL hi EXISTING GLASS TO GLASS 3. ALLOWED MOUNTING: MS ON THIS SHEET. TO GLASS (SEE SCHEDULE) (n .1/470-200" BOLT I 4. ONLYAENTERMATE 21 W/ 204 HV LOCK ARE ALLOWED 1 THRU 3 1 (Typ.) a �t WITH U1 ARRANGED V A SYMMETRICAL LAYOUT. — MUST PENETRATE 00 11 USE OF (2) n35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4' 1 3/4'x 6 1/4*x 0.035" THICK Min.I EXISTING FINISH i _j INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF 1.373"- CONT. GALV. STEEL TRACK CHANNEL, I AS APPLICABLECENTERMATE. .250" ­050- ASTM A-653 GRADE 40 Min. C-60 2S GALVANIZED FASTENED TO STUDS LO W/ (2) #6x1/2" TEK SCREWS ON (4:3 DC (j3 "T_ Cq to INTERIOR & EXTERIOR FACE @ 6" O.C. 0 6" D.C. J LO 1/4"0-20 THREADS BLADE SLACK DETAIL HVF IS ALSO VALID FOR 2! 1 (3�80 1 Z470 ELCO CONSTRUCTION /2" CENTERMATE (B APPLICATION WITH BLADE@ PRODUCTS W—LOK HD 43b 6"x 1 1/2"x 0.035" THICK VAR ES' Min. ASTM A-653 GRADE 40 @ 6" O.C. Min. G-60 GALV. STEEL COMPONENTS METAL STUDS AT 16" D.C. 1 n. (�M�S WALL HEADER SILL INSTALLATION EXISTING FINISH AS APPLICABLE SCALE: 3/8"= 1" (TYP. TOP & BOTTOM) _z — — — — — — — — 1 3/4"x 6 1/4% 0.035" THICK Min.EXISTING GLASS -ONT. GALV. STEEL TRACK CHANNEL, ASTM A-653 GRADE 40 Min. G-60 GALVANIZED FASTENED TO STUDS W/ (2) #6x1/2" TEK SCREWS ON SYMMETRYCAL SYMMETRYCAL MI SEPARATION VARIES IN INTERIOR & EXTERIOR FACE CENTERMATES CENTERMATES WZ To GLASS 2" -(SEE SCHEDULE). Max. '4 EXTERIOR ACCESS SIDE INTERIOR ACCESS SIDE ----------------- - -------- ------TT------------------------------ ------ ----------------------------- ------- ---------------------- ---------------- TYP'.) IN ZS�j35�5(15" Min.) IN 1 40 ---------- ------------ - ------------- --------------------- ------ ---------- 51 ------------- ------------------------------- ------------ ------------- C2 ------------------- ----------------------- ------ -------------=:—E ---------- ----------- 4 --------- ----------- ------------------------- ___V---------- ------------------------------- --------\----------------Ap% ---------------------- _Ak-------- ------------- - --m------------------ y -------------------- -- -------------------- ---------- ------------------- ------------- ---- -------- ----- --- --- -- ------------------- ---- ---- -- ------- -- -- - ---------- 2 ) 42 t ij �7 (21 21 2 LOCATED AT (jj�2 7---------- - --------- ------z HV HEADER/SILL - ---- -------- ------------ - --- ------------— ----------- ------/ ---------- -- R/SILL ENDS ............ VIEW Y )�r3�1/ (�Typ.)— (6" Min.) �24 SIDE CONNECTION TO TRACK 6 1/2" (Typ.) _711— - _ 6 1/2" MAX. SLACK (Cont.) HVA ILVB BLADE ~LACK DETAIL HVE HVQ FLORIDA BUILDING CODE(W--n High Velocity Hurricane Zone � 111111 fit jfw.,1', @2020 TILTECO, INC. (92020 EASTERN METAL SUPPLY, INC. BERTHA HV_ TM ZTILLIEC011111111 Accordion Shutter System A.S.S.A. H V. IKADE #1 W/ OR W/O H.V. WINDOW BLADE No. 44 6<��4 �__�i- TILLIT TESTING & ENGINEERING COMPANY EV. N19 American Shutter Systems R DESCRIPTION DATE DRAWN BY: M.P STATE F 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 3316E Association, Inc. LOLD 17-107 7/2/2020 DATE: 7/2/2020 Phone ; (305)871-1530 . Fox : (305)871-1531 4268 Westroads Drive 2 e-mail: tiliecoccol.com —DRAWING No ORI e-ma West Palm Beach, FL 33407 3 CA-0006719 44167 WALORILTER DA L ic A. TILLIT Jr. P.E. 5 4 20-164 F . # "11,1114111 EAL/S I G NATU RE/DATE i I I SHEET I 1 1 6 j 1 1 20 OF 20 1