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HomeMy WebLinkAboutProduct Approval Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE.. : �. - �f�}, I#��; � _`7� -�e� ��� �' ",`�•, 4�v� &.,- � �f', - �a�•�4'alft�yyy{ �r �°�,.o -,, = ,ems• 5,�j'rh r :.xi .`v�`,__ u"" i i,� �,` .C.'- s... � '•�f�: �Ij�.'I!Q { - -d� _ _ _ s.-...r- •� FEE�: �.-��i`isV71..wt.u�'}JIG'Jc'"�Lv- �- d u2s% BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us j BCIS Site Map Links Search Florida A'Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail RECEIVED FL# FL389-R10 APR 13 2021 Application Type Revision Code Version 2020 Pr4rmittirg Department Application Status Approved S�. Lucie County Comments 2 Archived I�J 0 J V pp'Z— pA� Product Manufacturer American Shutter Systems Association,Tnc �® Address/Phone/Email 4268 Westroads Drive i>� ,:•' ® P ' ia West Palm Beach, FL 33407 L® € '� (561) 209-8263 U 'E CO UNITY bfeeley@easternmetal.com �V V occ Authorized Signature Bill Feeley Irodriguez@easternmetal.com / Technical Representative Address/Phone/Email LLL Quality Assurance Representative Address/Phone/Email Category Shutters He Copy' -- Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tlllit,Jr. P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence FL389_R10_COI COI ASSA_BLADEl_,pdf FL389_R10_COI C0I_ASSA_BLADEI_ df FL389 R10_COI COI_ASSA_BLADE3.pdf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2012 ASTM E-1996 2012 ASTM E-330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code 1 of 3 1/5/2021,5:00 PIV. Florida Building Code Online https://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGE.. Product Approval Method Method 1 Option D Date Submitted 10/15/2020 Date Validated 11/06/2020 Date Pending FBC Approval 11/06/2020 Date Approved 12/15/2020 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Blade Extruded aluminum interlocking blades retained by tracks 3-(Non-HVHZ)- Drwg 20-165 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389_R10 II DRWING ASSA_BLADE3.Ddf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida,Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile Level "D".Max span is 12'-3"for 40 psf FL389_R10_AE_PER_ASSA_BLADE3.pdf positive ASO load and 13'-0"for 35 psf negative ASD load the Created by Independent Third Party: Yes HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and 8'-11"for 62 psf, 9'-11"for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 9.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 20-164 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389_R10 II DRWING ASSA BLADE1.pdf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida, Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large missile level"D". Max. Span is 16'-0"for 30 FL389_R10 AE_PER_ASSA_BLADEI.pdf p.s.f negative ASD load depending on centermates and Created by Independent Third Party: Yes locking rod configuration for the HV1 blade, 8'-0"for+64, -72 p.s.f.A.S.D. load for HV blade for Keystone mountings 7'-0"p.s.f. for metals stud mountings and 8'-0"for 110 p.s.f. for HV1A working in unison. See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO- (Non-HVHZ)-Drwg 20-163 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389_R10 II_DRW_ASSA_BLADEI_2.pdf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida, Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: Large missile. Max. 16'-0"span at 30 p.s.f ASD load FL389_R10_AE_PER_ASSA BLADEI. 2.pdf for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Created by Independent Third Party: Yes 12,25 and 28 respectively Backs Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Co 'ght 2007-2013 State of Florida.::Privacy Statement::Accessibility,Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S., please click here_. Product Approval Accepts: avW-; cChtck EA 2 of 3 1/5/2021,5:00 PM 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(7111 EDITION)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 TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85,USING ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS AREA 1: HV BLADES(1)& 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 N INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS=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 SHEEP 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 CD #0214.01-03. #0715.01-03,01004.01-05.#1214.01-05, ()0317.02-06, 00609.01-10 AND#0210.01-11 AS PER TAS-201,TAS-202 AND 7AS-203 PROTOCOLS AND ASTM E-1886 AREA 2: HV BLADE M 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-1806 AND E-1996(MISSILE LEVEL D.WIND ZONES 1,2, 3)BASIC PROTECTION ONLY AND B 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 Di AND HV WINDOW BLADE (9 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALIATION 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 kei YIELD STRENGTH AND 180 keL TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPUCATORS,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 k.1 AND 35.7 ksi FOR END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 6005—TS ALLOY.ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION III-6 OF THE 2015 ALUMINUM DESIGN MANUAL. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE— CONCRETE& BLOCK SHEET 12 S.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 kai 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 kGI MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE—WOOD SHEET 15 7,SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE 1): 12,13.14.15 AND 20 INSTALLATION DETAILS M—R,WOOD SHEET 16 HV BLADE(D&® WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S—X,WOOD SHEET 17 S.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT Q6'779,582 COMPONENTS OF THIS APPROVAL ARE COVERED. IN WHOLE OR IN PART BY U.S. PATENT 95'458,179 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 M INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK AREA3. HV WINDOW BLADE hAl ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING M PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10. EACH UNIT MUST BEM 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. AREA 4: HV WINDOW BLADE(11)ONLY 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 SISTEM'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. (G)THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT.Le. 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(Pion Nigh Velocity Hurricane Zone, LI11II(1 ! 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. BERTHA RVT. \CEN, ' '�' Accordion Shutter System \ F '• - O 1 N t. ® ® 6a ® H.V. BLADE#1 W/OR W/O H.V.WINDOW MAX No.44137 <11L TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.N DESCRIPTION DATE DRAWN,BY: MY *' * •N 6355 N.W.36Ih.St.,Mo.305,MRGINIA GARDENS,FLORIDA 3316! Association, Inc. 1 OLD 17-107 /2/2020 DATE: 7/2/2020 a' STATE C F Phone:(305)871-1530.Fax:(305)B71-1531 4268 Westroads Drive a �� c-mou:cu<oe®ool.oem West Palm Beach, FL 33407 ORIt a DRAWING No �o�S FC ,,G� -- WALTER cA-o0o6719 k ^_ 20-164 A. 067 Jr.P.E. 'S/ONAL . �` EAL/SIGNATURE/DATE FLORIDA Uc. 44167 S SHEET 6 1 OF 20 \3"0 MR WINDOW BLADE V-IF�� I SIB_ FLDj 4.371" 4.857 0' STARTER V D BLADE COVERED UNDER US PATENT # 5458179 QUALIFIED R USE W1 H SIQI66 (�)HIV UNIVERSAL FLOATEy OS HV 9-0 a QUALIFIED FOR USE W/ HV BLADE 10 4 DE I 6005-T5 ALLOY AND TEMPER 0 HV WINDOW BLADE QUALIFIED FOR USE W1 HV 6063-T6 ALLOY AND TEMPER *SEE LIMITATIONS OF USE OF BLADE @ ON SHEET 19 BLADE0 6063-T6 ALLOY AND TEMPER 3.226 6063-T6 ALLOY AND TEMPER .123 47-1-1 (TYP-) _--.-2.67O., .994"' SAL 1 000 0' L q 4.436" —--------------------- BY Ill ADAPTER WAIP 'I -- - _1.375" QUALIFIED FOR USE W1 HV ®HV WALK—OVER—TRACK — -1-1 ©HV ADJ. FLOOR TRACK 6063-T6 A BLLADE(D TEMPER QUALIFIED FOR USE W/ HV TRACK l�255 HV QUALIFIED FOR USE W/ LOY AND BLADE QUALIFIED FOR USE W/ HV I-- -.- BLADE" 6063-T6 ALLOY AD TEMPER BLADE(D ONLY. HV RAINGUARD 6063-T6 ALLOY a TEMPER :21, VARIES 6063-T6 ALLOY AND TEMPER QUAUFIED FOR USE W/ H BLADE IN VARIES 1..936"- 0 -T6 ALLOY LAD PER 3" 0 -­083- .083- .033, -.093" 100" 7! nl 09 R �670'1 aI 6: ,1 .060" "'Bo" '61 -1q n1l HV CEILINGHEADER lJ HV HEADER/SILL R QMLIFIED FOR USE W/ HV BLADEMONLY, QUALIFIED FOR USE LW BLADE(DONLY O� HV SEE 6063-T6 AL AND TEMPER LIFIED FOR USE W BLADE (f4 ED—WAIA-ME—ADEUSILL SECTIONS FOR VAUDITY7 VALIDITY QUALIFIED FOR USE W1 HV II 6063-TS ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE Q ONLY Z 6063-T6 ALLOY AND TEMPER 1 COMPONENT A a T1 T2 Y t 2" 10 125" 2- 5-MAX. 1/8- 1/8- 3 3" 0.090, 2 1- 11 1 gV 0.192" CI-)6 SIDE ANGLE ------- QUALIFIED FOR USE W/ HV ALUMINUM ANGLES 1s 2.5" 7"MAX. 0.Igo" CORNER POST BLADE(j) QUALIFIED FOK USE W1 QUALIFIED FOR USE W/ HV -- I ---- BLADE(1) 6063-T6 ALLOY AND TEMPER BLADE Q)ONLY. 2- 5"MAX. 0.1,39" 0.131' 6063-T6 ALLOY AND TEMPER -T6 ALLD E.111? FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, ,,�kglliw @2020 EASTERN METAL SUPPLY. INC. 02020 TILTECO,INC. BERTHA-ffV—T. -- \,\C E Accordion Shutter System if AMOIG&AIM No.441(7 IZZ- HLV. MAX#1 W/OR W/O KV.WINDOW BLADE � American Shutter Systems I .N� DESCRIPTION DATE DRAWN BY: MP TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 17-107 17 /202C DATE: 7/2/2020 .351P..".Mil.St.,Ste.305.MAGNA GARDENS,FLORIDA 331W STATE Of p�Zo Z (305)B 1-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No ;p Phone _7 "4 An.ij:I It... t Palm Beach, FL 33 Wes 407 GRID CA-0006719 4 20-164 FLORIDA Lic.111 4067 _5 X WALTER A.TILUT Jr.P.E. �lti/,ONAL,I,�'�',�.""SEAL/SIGN,kruRE/DATE SHEET 6 2 OF 20 SHUTTER ASSEMBLY SCHEDULE:M _HV 10, HV 12"VN.040 LA.L NCE ! TO GLADE TOP .1625' HV BLADE 1 E GE 1 (IAI 7075. ----------- .062n, .0625" HV BLADE 1A HV WINDOW BLADE 0625" BLADE's .1875" y HV LONG RECESSED NYLON BUSHING �Zfz U KNUCKLE 0.062(TYP) 301 0 39 HV SHORT RECESSED NYLON BUSHING RIJS FLAT PORTION IOR HV NYLON HAT WASHER (1)OR (B Or BLADE. E HV WHEEL CARRIAGE AISI 302-303 SERIES .4 02.875' x 0 w 0.870"x3/16" THICK NYLON WHEEL. 2 7/8-MIN-i -NO. 'j, CLEAR jHV 0.188"0 AISI 302 SERIES S.S. RIVETS SEPARATION' .0625" �3.7500" BETWEEN -------- BLADETJ HV 1 3/4' ACCORDION PIN W/ #8 HEAD EXTERIOR 11ZE471 4EJ C, 5 3/4' OPENINGS 5UpIQA_nA -14 .7500' 1 1/4" HV 2 3/4" ACCORDION PIN W/ #B HEAD * - `Jy_-.11 . ON CENTERS 0 (0 POLYCARBONATE IMPACT RESISTANT HV WINDOW TYPICAL HV WINDOW BLADE AND TIOS 0 POLYCARBONATE HV WINDOW DETAIL 9 OR (fb Or FOR OR [P09.YQAR13�NH NOTE.,S) (D RIME TENLPACLT RE iSJ6NT HV WJpQW N 5 BXY_ER MAKOLON 3103 i ICE RESINS. UV—R POLYCARBONATESTABIUZED GRADE OR SABIC 12"MIN. CLEI WI cLGr nEQUIREMEMAIS A OR To F3LAoE EK rrbm INNOVATIVE PLASTIC LEXAN 103 RESIN ) F (SEE NOTE "I"' ON SHEET 19). HV Ply (1) HV PIN @ SHALL ALWAYS BE USED AT ALL EXTERIOR z BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D OR IIiPOLYCARBONATE SOURCES FOR 44 HV (9 BLADE. EXTERIOR APPIJC DUE RMLT TYPICAL SHUTTER ASSEMBLY B JJJ MiC4.FROPERnn N.T.S. I HV PIN M12 OR EXTERIOR AT I. �Ucc (2) HV PIN (9 MAY BE USED IN LIEU OF (9 AND ONLY AT 00.324"-, I (SEE NOTE * FOR EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D BLADE'S KNUCKLE. : SR.-­1 ASI..792 0.043 Ib/in 0-3 IL/inBLADE WHEN CORRESPONDING 10 INSTALLATION "Il", SHEET 7. 04w STRENGTH TENSILE Yl STAG ASTM D� - ­1 0 7.400 .1. 9,500 Tyr..��C""t K�v REX RAL SIWNGM AT YIELO ASM 0IS. 1I.500 p...i. (3) HV PIN I@ OR @ W/ 1/2" O.D. 1/16" THICK S.S. WASHER gBJll_EXIJ, ODUws ASTN D790 340.000­1 2145,000 p..J. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, ­=llco Q00 AST.D256 Is 1—/M 17 FT-IN/I" SHEET S; WHEEL CARRIAGE DETAIL SPORE DENSIN ASTM.2— .7.2 I 6.5... N.T.S. ASSEMBLY LAYOUT M, OF BURNING ASTM DM5 C-i CLASS C-1 CLASS 'ELI ICNIM .1.01929 TO.-1 960'F 21AU1EMN: AS"M GIw IMS'LE STRENGTH­ER W—E—] ASTM 93 9J02 P..A. 6840 75LC STRESS MFORE WEATHERING AST.08 p6l P...". — ,1 , HV BLADE SOLID & I A HV WINDOW BLADE DETAILS N.T.S. FLOADA BUILDING CODE(Non High Velocity Hurricane Zone' 02020 IILTECO,INC. 0-2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System E�CO ®/�T�ILT S."A H.V. MADE#1 W1 OR W/b KV.WINDOW MADE No.44 6 TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.N. DESCRIPTION DATE DRAWN BY: M.P 0 Ass ciation, Inc. I OLD 17-107 7/2/202C DATE: 7/2/20if) Sl�.303,MRGINIA GMDZNS.R-CRIDA (305)571-1530.r..:(305)871-1531331' 83"N.W.36"'.st 'ZT 4268 Westroads Drive 2 ,ATE F DRAWING No ­61: West Palm Beach, FL 33407 3 WALI C CA-0000719 20-164 X To L R A.TILLIT Jr.P.E 4 I RICA 44167 5 SHEET j�t\,,S?AL/SlGNATURE/DATE 6 4 OF 20 1 T5 @-04 , _.�j- 33�°"�'© *NOTES ON HV LOCKS AND CENTERMATES: A B C �G Il -��..I �mY CN` S T (U� I "L :A� ,�'� "`L�-@-@ 1. MANDATORY CONDITION J7: ONE HV LOCK®or©SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN I OR 12"ABOVE OR'BVII �2 OF SHUTTER SPAN FOR SPANS UP TO 105",AND FOR INSTALWIONS�T ANY i ELEVATION. HV LOCK 1�or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO�J1 OR 1 CENTERMATES W/(2) 1/40-20 x 1/2"LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON 1` I TYPICAL SHUTTER ELEVATION. - O IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV 16 a201 vt I LOCKS OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES 44 ,-.2 L SHALL BE AS INDICATED ON NOTE (1)ABOVE. i —nILV LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. GAB-Npve Np�_7A p o i IS USED W/iN0 H.V. LOCKS): LOCKING RODS J ARE NOT REQUIRED AT_tiURRICANE POSITION, BUT MAY DR96 ors90 on®; � r'- ---�4' ® BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS OR AN ALTERNATIVE DEVICE W I MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). I n 1 4. MANDATORY CONDITION J2: ONE HV LOCK®(�®SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN 4 I n. 1 AND INSTALLATIONS AT ANY ELEVATION. HV LOCK d or®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO CORNER CENTERMATE W/(2) 1/40-20 x 1/2' LONG FLAT HEAD S.S.M.S. TWO LOCKING RODS �o xo�c-Npv—c I `�' AT TOP & BO OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. V I MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 5OAF /lLTIIiNATE TO MANDATORY CONDITION AI VALID ONE ALTERNATE HV LOCK 26 MAY BE USED IN LIEU OF HV LOCK or FOR ANY SPAN AND INST&LAnONS AT ANY ELEVATION.ALTERNATE LOCK® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT N@ 3 NOD-Nvo I � � OF 1/4"0-20x3/4"S.S.THUMBSCREW TO®OR®CENTERMATES SHALL BE MADE W/ 1/4"0-20x3/4"ALUM. RNNUT AS SHOWN ON SECTION HVE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO t _ec� v ; LOCKS AT 1/3 OF SHUTTER SPAN. w. — ^� 6.MANDATORY CONDITION#3 FOR KEYSTONE MOUNTIN• 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 0 or 0 MAY BE USED AS AN INSIDE OR IIT 111 OUTSIDE LOCK,ATTACHED TO®or 0 SYMMETRICAL CENTERMATES W/ (2) 1/4"-20 x 1/2'LONG FLAT HEAD S.S. SEE END - I I M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS®W/ CONNECTION i J• `-'3 OR S�TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON D W x SHEETS 10& HE FULL II +--33' j *NOTES ON HV "T" LOCKS AND CENTERMATES_ OF CORNER uNUMR6D WIDTH-----. - --__.__ __ -. - _.. 11 ---I CENTERMATE 1, SECOND&=NATE TO MANDAMEM,CONDITION#11 VAUD ONLY FOR KV-r LOCK M AND 1 ® O+O7 D 0 10 +13 I ONE ALTERNATE HV"f"LOCK MAY BE IN®LED IN DELI OF HV LOCKS®OR FOR ANY SPAN AND ©DR oR 6 R$ ors oR I STALLATION AT ANY ELEVATION. AL RNATE LOCK Y BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF LOCK®INCLUDES USING REINFORCING LOCKER , AS SHOWN ON SECTION HVG,SHEET 9, WHICH MUST BE 10+15 cn�+ 13m 1�+©oR CONNECTED ®AND.I / 1 0 O THREADED ST HOLT / x WIN UT OR W/ 14020x :MSTOA1/4"0x 5/8" RNNNUT. LOCK MAYBE INSTALLED AT MIDSPAN OR 12' 18.R MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS 0 TOP AND BOTOM IS MANDATORY, ItJ5•®m�+®DRO+O av 0.®m�•QQ DRI7 9•�s DR 1Q+� *NOTES ON HD LOCKS & CENTERMATES: 1. ENTERHATES!3i OR(31 W/I.33 : ONE ALTERNATE HD LOCK D MAYBE USED IN LIEU OF TYPICAL t HV BLADE SHUTTER ELEVATION HV LOCKS`24 OR 25'FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK®MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK®4 TO®IS W/3 #8 x 3/8"F.H.S.S.M.S.,AND INCLUDES REINFORCEMENT INSERT�j 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 I@ IS COMPLETELY OPTIONAL FLORIDA BUILDING CODE(Nan High Velocity Hurricane Zone' (I Illl I 02020 TILTECO,INC. ©2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM sn�,® F�UgAccordion Shutter System T _ H.V. BLADE#1 W/OR W/o HIV.WINDOW BLADE No.441 7 — TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EV.N DESCRIPTION DATE DRAWN Br: MR * Association, Inc. I OLD 17-107 7/2/202 DATE: 7/2/20zo 6355 N.W.361h.St.,51.305,VRGINIA DATUMS,FLORIDA 3316 "O STATE 0 Phone:(305)871-1530.Fax:(305)B71-1531 4268 Westroads Drive z DRAWING No 9'., a—mall:lalecc®eol.com West Palm Beach, FL 33407 3 F�D � 1V C-0006719 WALTERID+ 20-1 64 r ..�ESS'••••.•••• '��C 5�• FLORIDA Uc.R"167 5 SHEET pi4 /ONAL t.�,,ltEAL/SIGNATURE/DATE 1 6 5 OF 20 uml --CONCRETE ANCH0 POURED CONCRETE POURED �U� LE OR CONCRETE BLOCK; POURED E CONCRETE ON REQUIRED -•1/4'0-2Ox3/4'S.S. CONCRETE '. REG IRFA _ , SHEET 13) I. CONCRETE ANCHORS I MACHINE SCREWS REQUIRED 1.__..' CONCRETE ANCHORS - �� 1 SEE SCHEDULE ON I W/ 14'-20 _, - ON SEE MOUNTI 71 SHEET 13) NUTS® 12"O.C. 1 7 1 A cEYSf E( NG N EET V (SEE SCHEDULE ON SHEET 13) i JJ -^ Min. 1/4"0- x3/4"S.S. MI - ----- 12!oR14 i! I EQ EO I- MACHINE CREWS ((''I EOM---EO- ! USING 1/4'-20 NUTS 1/2 L ..-`1 FFII r a 12"D.C. r _ E. D.* /' .; r _ ,.2sD"Max. _..-_r_ !H T�1i - --13! DR 15 ' _ __ jy II ---13 �+ 15 -.25'Max. E.�D.+ ---f \ (�f..6 ,! I ' Max." l! i ED OPTIONAL I m aA (s¢ I l i , � � y Iµ ! C� i_ te a+SHFET i� i I t ♦ i MIN. SEPARATION TO GLASS 11 FOR I ([)M + I I e---i j)OR 1 I I r EXISIFNC P EXISTING I ON a�T HI FOR III i I 1 i i.11�_ _ l-� Gam. _i (SEE SCHEDULE ON SHEET 11) ClAss--i Fl/OLSOk Q i— MIN.SEPARATION TO GLASS �! (SEE SCHEDULE ON SHEET 11).__i EXISR I �I HY WALL HEADER INSTALLATION OA HV WAL�,1{EADER INSTALLATION G� © BY WA JIQN + KEYSTONE EXISTING _ _ _. ._ r _ ..___ _ .��1. __- ._ _....MIN.SEPARATION TO GrS !I r SEE SCHEDULE ON SHEET 11 y!cEAss� MIN.SEPARATION R I I 1-'OR �♦ (1? EXISTING ( TO Gins(S ! ! - MIN.SEPARATION TO GLASS GLASS I , `9]ff1KAE AT"D. rlfi I rlh 11 fSHET19 mN:O-- I I (SEE SCHEDULE ON SHEET 11) 1 W SHEET 19 FOR +S 1 i Ir r Ir:1 EaPD6 mB® I, � EXISTIN j1` i'i� F OPTIONAL 1/4'I 1 I ri Max. Imo-OPTIONAL O E. D+�• '/! ii ii-.. ! EO• 13 OR Q- O- ,. CONCRETE ANCHORS 4'0-Ox3S.S. HI L PS T (11"OR 14 - 1/4"0-20x3/4'S.S. MITI. -E -E PHILLIPS TRU HEAD 1/ 2 /4 S P L I - 17 DR 1 S MACHINE SC WS USING I. C _.TRUSS HEAD MACHINE SCREWS --1- '-SIT-•-- f- -CONCRETE ANCHORS O O -1"•; 1/4'-20 TS IZ"O.C. (SEE SCHEDULE ON W/ 1/4'-20 NUTS® 12'O.C. (SEE SCHEDULE ON SHEET 13) I MIn. POURED CONCRETE-' SHEET 1S) POURED CONCRETE OR CONCRETE BLOCK OR CONCRETE BLOCK "---`---')r-- -`� 1SCONCRETE ANCHORS REQUIRED WALL REQUIRED Up HV WALL SILL INSTALLATION (SEE SCHEDULE ON POURED CONCRETE. SHEET 14) F HV WALL SILL INSTALLATION OR CONCRETE BLOCK WALL_REQUIRED O LL S TALLATION NDTE- R°OMB'"MQM-QE-SEQ1IQH5, INSTALLATION DETAILS W/ 1- SEE SHEET 4 FOR TYPICAL SHUTTER + E.0,a EDGE DISTANCE ASS SLY ♦ SEE LIMITATIONS OF USE FOR EM q 2-MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) BLADE 1A ON SHEET 19 I.1 H V BLADE IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ,3 02020 TILTLCO,INC. ©2020 EASTERN METAL SUPPLY. INC. BERT A H V'TM � Accordion Shutter System iL0�� ® Itmc, �' ® ® ms No.441 7 = - 97 Hv. e!aDE#1 w/OR w/o RV.wlrraay BLADE T�: * •, � TILLIT TESTING & ENGINEERING COMPANY American Shutter Inc. Ev.1+ DESCRIPTION DATE DRAWN Bl': M.P 63SS N.W.3616.St.,St..3GS,VIRGINIA WIDENS.FLORIDA 33161 Association, nc. i OLD 17-TD7 T/2/202 DATE: 7/2/2020 STATED Phona: 3D5!71-1530.Fax:(305)871-1531 4268 Westroads Drive 2 ( a-mad:lilleco®aal.cam West Palm Beach, FL 33407 3 DRAWING No 01'(t aA-0006719 20-164 '�i FE) •'G—\C?— WALTER A TILLIT Jr.P.E. 4 EAL/SIGNATURE/DATE FLORIDA ua,6 44167 6 SHEET OF 20 CON (SEE -IN SEPA-10- -01 TO(V- I POURED N.SEPARxToN 1:ORI. EXISTING i S CONCRETE 13) REQUIRED Som�ON SIM CSC TO GLAS i�,_ I I FOR RIDE(D" GLASS---1 7 EDGE OF ; 51011 ILK)ON LAB IF S1W 19 FOR It B OVifS(D SCHM­ V.,"'_f E.b."­� --_ EXIST ING CLASS-"" T "09 ALTERNATE OR CH ',EQ; AN LOCATION EXISTN T GLASS -NIO.3/4"HEX WASHER HEAD : i; 1 1 i it 3/8 M:�n11 TEK SCREWS 0 12"O.C. IIIOR 13) R1 U N.1.6 —CONCRETE ANCHORS EDGE OF SLAB IF (SEE SCHEDULEAPPLICA13LE ON SHEET 13) 4". EDGE OF LX1 NO EDGE SLAB IF 1�2_ APPLICABLE OF i, i., SLA17 IF EDGE OF LE APPLICAULE SLAB IF APPLICABLE POUREP­ TO Q�(SEE -ABLE pOUTIC CONCRETE FLAT HEAD CONCRETE ANCHORS SCHEDULE ON SHEET MIT.SGRAMON CONCRETE- (SEE SCHEDULE ON SHEET 14) 1! REQUIRED REQUIRED I POURED-' -- - - e� - -, R CONCRETE FIAT HEAD CONCRETE ANCHORS REQUIRED D.. (SEE SCHEDULE ON SHEET 14) 0�1 TRENCH INSTALLATION VAUD ONLY FOR UP TO +70, -75 PSF A.S.D. HV FLOOR INSTALLATION t (1)BY WALK—OVER INSTALLATION DESGNIEDULE PRESSURE RATING & FOR SPANS PER (1-4 SCH #3, SHEET 11 (G) HV CEILING INSTALLATION EXISTING --------- CONCRETE ANCHORS GLASS (SE 01 (SEE SCHEDULE ON 4/4'0 My GUILIDEX TAPCON W/ oE S�O=S EXISTING SHEET 15) ADVANCED THREADFORM SNU, EXISTING EXISTING TEDWOLOGY OR 1/4-0 POMRS GLASS FASTENERS 1�,ER+ANCHORS W/ MAX. /CLASS UN.5­"In­s GI 1 3/4 MIN.EM3MMENT 0 G- _1/ C1 IT, O.C. 10I II (Ma Ix.�Ml 1) 11 1 MR UP TO 6'-D'SPAN AND 4'O.C.FOR SPANS URGER THAN 11�-I' APPLY _D`Up To EALANT ER MAX. S AT H (TM.)(SEE NOTE}}ON SHEEP II Z 1/2 �F FOR UMITATIONSY OR 'D. WASHER MAX. -Y, CON,SEALANT @ I TEK SCREWS MIN n8 #14x3/4" 0 12'D.C. 11 3/8" HEX HEAD T 1/4"0-200/4'SS US EK SCREWS 0 9"D.C. ILL CONCRETE ANCHORS R14x3/4'S.D.S. OR 1/4'0-2 S.S. M.S. 6� 1/4-] USING 1/4'0-2U NUTS ON M... W/NUTOO 9"D.C. (SEE SCHEDULE 0SHEET l4) MLJI 9'0.C. ------ • a 12,O.C. EXISTING NON SIRUCTUR& Do,. MILL IRIM(DECORATNE EDGE OF 1-4, E.D. SILL) POURED roN 107 ON CRCTE SLAB IF I .?14,3/4-F.H. S.Q.S. Kitt'.12 7A 1 7/8"_ APPLICABLE C • 0 9"D.C. 't REQUIRED -!E.D CNCREIE ANCHORS -SEE NOTE 13(b) -SEE NOTE 13(b) POURED CONCRETE (SEE SCHEDULE ON 014 SHEET I POURED CONCRETE-- ON SHEET I LD,� OR CONCRETE BLOCK SHEET 14) REQUIRED OR CONCRETE BLOCK OFT NAL i POURED REQUIRED CK 7Rr om MOUNTING INSTALLATION CONCRETE HV WALL FLOOR INSTALLATION WALK—OVER INSTALLATION MAXIMUM&Se DESIGN PRESSURE:-"4.-72 i,lf REQUIRED MAXIMUM SHUTTER SPAN 8*-0' D INSTAI I 00N t IS INSTALLATION SHALL WHEN PERFORMED - SEE LIMITATI.-.1 USE FOR T ADJACENT TO AN OPERABLF 'I N.Q1E_EQJL_QQ_U8INMIOt1 OF SECTIONS: • EDGE DISTANCE REMOVABLE I' 1- SEE SHEET 4 FOR TYPICAL SHUTTER ECIFICAIIONS ON SHEET 13) OR ENTRANCE T ♦ BLADE CA ON SHEET 19 ASSEMBLY INSTALLATION DETAILS WZ (1) HV BLADE 2-- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTAUATION.. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone: 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. BERTHA HVTM A At Accordion Shutter System �CO in�r � N.V. BADE#1 W/OR W/O H.V.WNDOW 0-AM No.44167 American Shutter Systems iEV4 INC DESCRIPTION DATE DRAWN BY: TILLIT TESTING & ENGINEERING COMPANY 5=N.W.360h.St..St,305,VIRGINIA GARDENS.FLORIDA 3319 Association, Inc. I OLD 17-107 7/2/2020 DATE: 7/2/2020 STATE(F 7 w_/ Pho,, (305)871-1530 Fax:(305)871-1531 4268 Nestroods Drive —2 — e_maII:tiltecoo"I.Com -DRAWING No 1_�, 1114 0 R I West Palm Beach, FL 33407 3 C-0006719 -4 20-164 S/0 WALTER 1,TIT Jr.P.F _5 1*,,;,,,NAlL FLORIDA U..#44167 1.....I,1f,i�'�'kAL/SIGNATURE/DATE SHEET 5 7 OF 20 SEE END WALL CON NEC 0 N SHEETS 10 & 19 SEE NOTES ON LOCKING RODS@,HV LOCKS®Or 7 `f, INSTALLATIONS W,[ l 1) HV AND ALTERNATE HV LOCK®ON SHEET 5. O U I 90' y j FIN \EXISTING GLASS 'k* BLADE SLACK DETAIL HVF IS VAUD FOR ALL BLADE W HV CENTERMATES CENTERMATES APPLICATION WITH BLADED 10.R®.,©+Q "1 D .13 (�f , �2 2 OR (� SEE END WALL CONNECTION 6. 1©+03-6.1©afl "- EXISTING GLASS DETAILS 9 SHEETS 10 & 1A 2'x2•x1/8"aO'-2 @w®°x>9.©oR 109.�5 aA'I .�.t/a„ -. . i_ .__OPPOSING-.. .. ... ..._I ... ....._..-, _8.._ -... ....__. -..7'., I (6063—T6 ALLOY)ALUM. , I ANGLE W/(2) ,/4O rnPcoN I 1/2 m® ® I SYMMETRYCAL ANCHORS TO CONCRETE I- -- CENTERMATES CENTERMATES I (TOP/BOTTOM)h �10x3/4'S.M.S.® 12' 1' MIN. SEPARATION (4)910x1/2"S.M.S.TO TUBE J HV LOCK -4'or.5` WLNV LOC I TO GLASS AT EACH ANGLE O.C.FULL LENGHT. 1 mp)1 (SEE SCHEDULE * ( * ON SHEET 11) — - —L — 1— -- — ----- J---)105 --- —#— -- — I ' y . - _ 0. -- --i=_-- -1- , - ---- _ -- -- -- QaR®oR©+QaR 80afl 10+�� `--@' w �w3✓ "�L °R O HV HVA HVB DOR®OR©+Qafl®�1oEXISTNG s -POURED CONCRETE OR O+ © CONCRETE BLOCK WALL 2 SYMMETRICAL --------- o— —O—O�©— 1— '1 7 REOUE%ISTING \ +Q+Q°R 6 + 7 8 AIR _1 --__.——— . GI155 I �* I N MIN. SEPARATION r' I'®-®aRO+1(�3aR1s+�5 _EXIsrN \ CENTERMATES 1261 rOs+®aR�+®AIR®+07aa TO GLASS GLASS * - (SEE SCHEDULE._.------- r oRO wLH_ L_ __16 OPTIONAL O+®a. ON SHEET 11) 1 I MIN. SEPARATIOTO N': INTERIOR _ (SGLASS EE SCHEDULE I I N OPTIONAL \ ---- --- —__— I AIR J � %• ., , ON SHEET 11) 't (INTERIOR) Al __—_— —_—_._.gs 4 r O '� _ _-- ONCRET �..�_ -. �C .E 16, i J VAR r ^S/�/ (5 * IES r _._. — I OUT _ 6 1/2"MAX. SLACK ouT 3), (EXTERIOR) HVE HVF** HVD FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, A��22(�11►II ((�!!,! 02020 TILTECO,INC. ©2020 EASTERN METAL SUPPLY, INC. BERTHA HVIM F Accordion Shutter System `, E O c. ® ® HIM. �#1 W/OR W/O KV.w1NDOW MADE No.44 67<>=! —, American Shutter Systems��'�^' y EY.N DESCRIPTION GATE DRAWN BY: MP TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 17-107 7/2/202 DATE: 7/2/2020 A' STATE F �� W55 N.W.36ih.St.,S a.30.5.VPG NN GAROadS,F DRIOA J]I6L �0. �• Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 DRAWING No c,' , C0R e-mail:tIICCOVOO.aam West Palm Beach, FL 33407 3 6719 20-1 64 /'!•l,�,SS/pNAI E �p�`` WFFLLORIDA u.If 44167E 5 SHEET T1+111111 SEAL/SIGNATURE/DATE 6 8 OF 20 ALTERNATE INSTALLATION W/HV "T" LOCK C pj HV MALE/FEMALE "T" LOCKS CENTERMATES CLS� GC29 & LOCKERS �--t W/ n HV BLADE SEE END CONNECTION DETAILS ON SHEETS 10 & 18 INSTALLATION (1) HV BLADE oUT IN r��a`sn"`GLASS BLADE@SLACK DEPIL HVF.INDICATED ON SHEET 8, W/ HD CENTERMATES TjI fi fi�2U� I ��®�O O 1 O ®. IN WELL AS UTHIS S4L FLOATING BLADE®DETAIL HOITERN 1 6 a ]a$oaa)0• INDICATED ON THIS SHEET,MAY BE USED WITH 7HI5 ALTERNAl 10•©a©• I©.©w InsraunoN DETAL HIM.srowx w THIs sHEn. pETAILS ON SNEETSNIOC& 18 (6p63-T6 ALLOY) 35 y�— ANGIE W/(2)i/4'o TAPOON ANCHOfts To cWIGRCTE ' ..-I% (s4)* < ON^1) OOP/eorTOx)a. L--------------------------------- ---- --------------- (QstOvt/2'S.N.S.TO LOBEI I .r..�t Ox3/4•S.M.S.0 12' --------------,. OP110NAL i AT EACH ANGLE.(fYP)I I �/r O.C.FULL LENGHT. IF 4 H.V. I I �•'. _ () (4)H.V. t L f Mm.smARAnan / LO f 3p ' PIN ---;} .,.I PINS 1YF. FIN ml 5 3 LOCK INSIDE 1 !----5.0�''i_--�-..-----.___._._.._.75/!- - -..._._--- \3 ei�_ ON xNeune - ri- — --- - - - - -� �_� - - - - - - - •.,� © ', ,`.. BUT i = 3oR©2DR�3 ) 32(3� C1 OR * 6 LACK 3 2 1/4" 0-20 x 1 1/2" S.S.M.S. 4,-' 35... (OPTIONAL)W/ 7/8"0 x 3/32" WINGNUT. (oPTIoNAL)HDB-HVB OUT SEE NOTE FOR MV DC— C "T'LOCK,ON SHEET s. SYMMET KCAL HD CENTERMATES S�t�METfiIC/LL_.HD CEN_TEB.M9TS ©0 HV "T" LOCK (OUTSIDE) 26 WL-3 * SOCK (EXTERIOR W�_-s a LOGK_CNIERLGJ) t SERIES 9444 ALUMINUM •' Y-* (2024-73 ALLOY)LARGE FLANGE THIN ©m®oR©•Om®w)Q♦Qa SHEET NUTSERT,PART/0820, AS MANUFACTURED BY AVDEL CHERRY ..._1a•®eI©• ®•®w TEKTORN,PARWPENY,NEW JERSEY ©aO] •©"'©aOa®In 07054 OR EQUAL 03 )O *SEE NOTES ON LOCKING RODS®0 HD®LOOS ON SHEET 6 UNNERSN.FLOATING DIAOE©R7AL H➢O-m Is -� VNEo FOR ALL QN1QUNAtEs APft1WION5 null OVDEO HDD—HVD•e FLOATING STACK FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, 11 1t1J1ht�� +',// 02020 TILTECO,INC. ©2020 EAS)ERN METAL SUPPLY, INC. o ...... /T ,,, 13ERTHA HVT1., Accordion Shutter System - �—CO ,N C. m ® ® H.V. GLADE#1 W/OR W/0 H V.WINDOW BLADE 7 No.441 - American Shutter Systems EV,N DESCRIPTION DATE DRAWN BY: M.P �� a TILLIT TESTING & ENGINEERING COMPANY t *t f/e`d�'� 6353 N.W.36th.Se,St,.305•VIRGwu GARDENS.HARIDA 3316t A88oCla$on. inC. t OLD 17-107 /2/202 DATE: 7/2/2020 i-o''., STATE Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No -mal:t)Iteco®IOI.Gem West Palm Beach, FL 33407 3CA- /� c 0679 ft0R4 ��'�� WALTFA 0.OlILLR1Jr.P.E. 4 1,,P'SEAL/SIGNATURE/DATE FLORIDA U..�44167 6 SHEET 6 9 20 5CHEDULE_.t1 S_CffD-UIE-#2 SCHEDULE 0 MAXIMUM SHUTTER SPAN* "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" ,1AXIMUM SHUTTER SPAN*"L+" (ft.). FOR INSTALLATIONS W/ OR "L-" ft. FOR INSTALLAnQN LEGEND '�LOIE5; CENTERMATES.® & ® or or ( ) OR "L-" (ft.) INSTALLATIONS INSTALLATIONS W/ I W, �y1, E7RICAL CENTERMATES CONCRETE & t L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN D ONE H.V. LOCK ® or ® Or or FNT RMATES (7 tt & - MANSORY WOOD () HD LOCK ®W/ NO LOCKING RODS or ONE HV LOCK 93 or©or® ) &�W/ ONE HV LOCKS POSITIVE A.S.D. DESIGN PRESSURE RATING. CENTERMATES ®& ®W/ ONE HV '7" W/ NO LOCKING RODS ® ' A.S.D.MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE !- OR W/ NO LOCKING WALL A, C, D, M. N, O, P. Q. A.S DESIGN PRESSURE RATING. LOCK ® W/TWO LOCKING RODS ® TOP & (SEE NOTES t,It) RODS MOUNTING F. K & L R. S, & V. (VALID FOR MOUNTING Il BOTTOM (SEE NOTES t tY (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR //�� SHEET 7) FLOOR/CEILING Q H, I. 11© WALL MOUNTINGS(TOP/BOTTOM) mum CONCRETE&WOOD INSTALLATIONS 0 CONCRETE&WOOD CONCRETE MOUNTING & M T. U. W & X OR FLOOR/CEILING: IDES MNfIMUM " 1LNONUM A.S.D..D.OtslcN as.D.DTSIcn I A T 'S.D.Dlslcn INSTALLATIONS GIVEN A POSITIVE A.S.O. DESIGN PRESSURE RATING, PRTRNG WALL MOUNTING FLOOR/CEILING PRE=RC WALL MOUNTING PRESSURE DETERMINE MAXIMUM SPAN °L+` FROM SCHEDULE, PATNG RARND RATING FLOOR/CEIUNG MOUNTING (Rat) MOUNTING FLOOR/CEIUNG MOUNTING (wa.t.) OR GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, �._-_.___,__.__ — -_ (+ON-) __ __ (+OR-) __FLOOR/WALL MOUNTING DETERMINE A1A%IMUM SPAN 'L--" FROM SCHEDULE. L+ (M1) T L-(n) L+ (ft) L-(n) L+ (fl) L-(n) L+ (ft) L-(IQ 0 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 _--------'-"--"-'-- '- -'------------------ ---------------------- 105 psf.A.S.D. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN 'L+"AND "L-". 35 tart o' 14'_7°"., -15'-2_,-t6'-o" 35 7_4'-7°° ta'-10" 35 15'-2" IV-_10' 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 73 1 13'-1" 45 13'-4" 14-3 'r HV CORNER CENTERMATE 83 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS W/FLOOR/CEILING MOUNTINGS: 50 12'-5" 12'-5" 12'-8° 13'-7° 50 12'-5' 12'-5' 50 12'-3' 13'-1" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS / -- SHALL BE AS INDICATED ON MANDATORY CONDITION 55 _ 11 10 71'-10" ------ 12'-11" 55 11 10" 17'-10' _ 55 11'-1' 17-1.1 #2 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 60 _ 11 4 60 11 4 11 4 60 10 2' 10 11" NOTE�JS, SHEET 5. RATING: 65 - 10 10 10 10 11'-1 11'-11" 65 10 10 IO 10° 65 9 5' 10 1" DETERMINE: ' '---' '-- -`-' - '-- _-' '-' Li+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10 6 10 fi 0- 11'-5 70 10 6" 1° 6" 708-9" 9-4" ----- L2+- MAX. SPAN FOR FLOOR/CEILING MOUNTING _.75 10 1" 10 1 10'-4' 11'-1 7$ 0 1" 10 1" 75 - 8'-9' 1tEXCEPT THAT MAXIMUM SHUTTER SPAN L+"OR INSTALLATIONS. 80 _ W-10"_ W-10" 10'-0" 10'-9' 80 _- _W_10' 9'-10• "L-"AND MAXIMUM AS.D. DESIGG PRESSURE RATING FOR -�-`-" `-"- - --.._ "-' FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE ., 85 9_-6' 9'_6' 9.-9"_ 10_5" 85 9'-6" 9'-6' INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: -._ 9'-5 10-1 90 9 3 9 3° SHALL BE LIMITED AS FOLLOWS: DETERMINE: ' ` 1- CONNECTIONS TO KEYSTONE MOUNTING 95 _ _9 0 8 9 9_2 9 10 95 9 0 8 9. It-= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. "-'- - --- --- LIMITED TO +64,-72 p.S.f. AND 8'-O" SPAN, SEE L2-= MAX. SPAN FOR FLOOR 100 B 9 8 4 9'-0 9 7" 100 8 9 a.-4'- MOUNTING M ON SHEET 7. FLOOR/CEILING MOUNTING ..__ .____ .__ . . _ .__.__0 _. ..-. .. (,� INSTALLATIONS. 105 8'-T T-11" 8'-9" 9'-4" 105 8'-T T-11" ' 110 8'-4" 7'-7" 8'-7' 9'-2" 110 8'-4" 7'-7" FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE ____.____._ 115 .-8--2" 7_3'_-.._8=4•J .8'-11" 115 8'-2' T-3' MINIMUM BETWEEN "Lt+•,'L2+". "Lt-'AND "Lz-" -- - -- - - ,_.120 8 0' 6' 11 8'-2 � 8-9" 120 8 0 6'-11' SEPARATION TO GLASS SCHEDULE ---- -'- --- --- -- (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 8'-5' 125 7-50 _ 6'-8" ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 7 8 _6'_5" T=10 8-1' 130 7 B 6 5' MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7 7 6 2 7'-9 7-9" 135 7 7 fi 2" WIND ZONE SPACING. as-_-7-5".__ s' 11 7'-7 7_g - --iaa_ __ s= s 1i ASTM E-1996 SEPARATION .-7_5.- -7,_3,r-_ .-..145 .... ..-�,_3-r -5:_9.-- TO GLASS _ ..._...__.._...-`------- 150 5'-7" 7'-4- 7'-0- - 150 7'-2• 5'-7" 155 _._.J ° L_s s -7'-2 - s 9" 155 7 0..-. 1 THRU 3 " __. _ 160 6-11" 5-2" 7'-1 6-7' 160 165 V----- --.._..'--- - --.__.... _..------ _---- '.- ------ - _.----- 165 6'-10" 5'-1' 7'-0' 6'-4" 165 6'-10' 1' 6'-11' 6'-2" 170 6'-9" 4'-11" 175 B 7 _ 4 9 6 9 6 0' 175 6 7 4 9` .-. - -'- - �!1) HV BLADE 180 6 6 4 8 6 B 5 10 166 6 6 .4 8° 185 6-5" 4 6 V-7 5-8" 185 6-5 4 76' 190 6'-4' 4'-5" 6'-- 5'-_ 190 6'-4' 4'-5' ...._...._._. -------.___-. _. _.___ ___ _.____._.- 195 6'-3" 4'-3" 6'-5' 5'-5" 195 6'-3" 4'-3` 20D 6'-2' 4'-2" 6'-4" 5'-3' 200 6'-2' 4'-2• -..___.�_ _- _.._... ... _____..-___...__. ___.._ 205 s'-1" 4'-1" 6'-3" 5-1 205 s'-1" a'-1" FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 02020 TILTECO,INC. ©2020 EASTERN METAL SUPPLY,INC. P BERTHA HVT. \c NS TV��. Accordion Shutter System ®"'b ® � ` ® ® H.V. BLADE#1 W/DR W/0 FLV, WNDOW BLADE No.4 1 —� American Shutter Systems *; �•7 n�,,^ TILLIT TESTING & ENGINEERING COMPANY EY.N DESCRIPTION DATE DRAWN BY:MIfWW./L.G. easy N.W.350.St..Ste.3D3,MRXNu c4RDENs,EtORIDn 3,1t6! A990CiatiOht Inc. t OLD 17-107 7/2/202 OATS 7/2/2Q20 z A' STA OFF Phone:(305)871-1570.Fax:(305)871-1531 4268 Westroods Drive 2 DRAWING No e-mail:Ultecoccol.— West Palm Beach, FL 33407 3 20— 64 NCO IAA CA-0006719 /7j�s''•••• .•••• � WFLORIDA Ue. 44167E 5 ga/7slaN J�.E�UL/SIGNATURE/DATE SHEEP 6 11 OF 20 MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GIVEN MAX- SHUTTER SPAN- A.S.D. DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE POURED CONCRETE MOUNTINGS 0. D ' ON SHEET 6) POURED CONCRETE CONCRETE BLACK TAPCON OR MU (,WALL HEADER MOUNTING (A)WALL HEADER MOUNTIN ®WALL HEADER MOUNTIN D WALL SILL MOUNTING (D)WALL SILL NOUNTING `C)&(FJWALL HEADER/SILL TAPCON WITH ADVANCED SPAN W/ 1 W/a4 _ W/(19J W/ MOUNTING THREADFORM TECHNOLOG (N) OD,MEN80�75 80�1 OR760 205 30, ES sIREG41NE PRESSURE RATING ql ASD..O- ,._ K(psf•AS,D DESIGN NEGATIVE PRESSURE RATING, sl A5.0 DESIGN NEGITNE PRFS98RC BIKING A.S.D.DESIGN NEGATIVE PRESSURE RATING f --- -SET 75I 90 120 ifi0 205 30 40 60 7 i BD 120 180I205 30 40 g0 7b 9D 120i160 205 30 40 fi0 75 BD 120 160 205 30 40 i 6D 75 90 ,20 160 205 BLUE TAP - 14 12 10r BB6 6 14 12. 10 9 8 8 6 6 14 12 10 9 8 e 6 6 14 12 10 9 B__B 16 14 12 10 9 B B e 5.5 0 e 8 1 B B B 7 5.5 -----_._._"_ _..___-___.____._ ___ _._-_._. i3•-0 14 12 10 B 8 6 fi 14126 B 14 12 10 B e 8 6 fi 14 12 10 '9 e 8 'fi 6 14 72 70 9 B e 6 8 9 B 9 B B B B 8 TAPPER•F__ _.__ ...._._ ____-._____.. __-- _-.____.__..__.._ _-__ __ . _ ...__.._.__ .. -_OR USS 14 12 10 B e 6 14 12 10 9 B 8 e 6 14 12 10 9 B 8 6 B 14 12 10 9 8 B 6 3 14 12 10 9 B 5 8 6 e B 8 B D B B 65_ ____-___ _._.__._.____.____ ___-_____.__.._...._ ____ _ __ __..__ _.- ______..__...____14 12 10 8 8 6 6 14 t2 iD B 8 e 6 6 14 12 10 9 8 8 8 8 14 12 1D B B 8 6 14 12 10 9 B 8 6 8 B 0 B D D B 8 7 14 12 10 9 B 8 6 4 14 12 10 9 B 8 6 6 14 11 10 B B 8 6 8 14 12 10 B 8 7 - - 14 12 10 B 8 7 5.5 - B B 8 8 B 7 55 4 4'-0' 14 12 10 f B 8 6 4 14 12 10 9 8 B 8 6 14 12 10 9 8 8 6_ 6 14 12 10 D B e 55 _ 14 12 10 9 e e 6- 6 B B e e e 8 8 8 44 12 I' B B B 4.5 - 14 12 10 B 8 B `8 4 14 12 10 9 e 9 6 6 14 12 10 B 6 e - 14 12 10 8 B B e - 8 8 8 8 8 8 85 5 14 12 16 9 8 8 9 4 14 12 10 9 8 8 6 6 14 12 10- 9 8 8 6 6 14 12 1u e" e'-' s 14 iz 10 B B B 6- - 8 6 8 8` b B 7 b.6 14 12 10 9 5 8 45 J4..12 10 9 8 B 8 J.5 14 12 10 9 B 8 B 8 14 12 10 8 75 - - 14 12 10 8 75 55 - 8 B 8 8 7.5 5fi 4 J __. i4 iz TO 9 B e as 141z 10 9 8 6 6 35 14 ,z 1D a a a s B` to iz 19 e e 7 _ 1a tz 10 9 8 B s_ 6 _B_ e e _e_ B B -B SEE ANCHOR 5•-0" '14 12 10^I 9- 8 SS - 14 12 10 `9 8 B 4S 14 12 10 9 _B 6 6 5 14 12 70 B B _3 14 12 10 9 8 7 6D! B I 8� B 7 5 4 SPECIFICATIONS 14 12 10}0 e a a-14'12 10"s-'8 a `a>S5 14 "i`f ,o s e`i s 6 -e 14 �2 10 9 e- - - fis iz io 9 8"75 1 - e e-' e B a zs s.5"4` ON SHEET 13 14 12 10 B B 5.5 3 14 12 10 9 e B 4.5 - 14 12 10 9 e B 6 6 74 12 8.5 75 4 _- - - 14 12 95 75 65 15 - - g 8 8 7S 8.5 4.5 3.5 - 6•-0" -14 12 10 B 8 5.5_- 14 12 10 9_ 8_ B_4S 14 12 10 B D_ B_ B 6- 14 12 10 a 8 4 - 14 12 10 8 8 B I_4_ 14 14 10 B 8 3 - - 14 12 10 e- t] a 14 12 10 9 8 8 55 JS ib 12 10_ ,9 A- - _ _ 14 12 10 9 �7S "4_ - B 8 8 -B 74 5.5 4 _3 14 12- 10 9 9- 5 - - 14 12 fo 9 88 4 - 14 12 10 9 g B 6 3.5 14 12 10 9 5 - - 14 12 10 9 B 4.5 - - 8 B 8 B B fi 4.5 14 12 10rg 8 4 14 11 10 9 )5 65 3 - 14 12 10 9 e B 8 14 12 B I45 - - 14 12 8 85 55 B B 8 6.5 S.54_ .- J _IFI_ `7•-0" 14 12 108 4 14 12 10 9 8 6S 3 14 I2 10 9 B 8 6 - 14 12 10 9 ___ __ 14 2 -14 12 104.5 - 74 12 10 e B 4 14 12 10 9 a 7 4 - 14 12 10 55 - 14 12 f0 8 BS - 8 8 8 8 6.5 5 3514 11 10 -is5.75 - - 14 12 10 9 B 8 - - 14 12 10 9 8 a 6 - 14 12 10 6 - - - - 14 12 10 8.5 7 - ,-....6 ..8 B .8. ..7.,5 ._4.._.._ 14 12 10 a 55 3 14 12 10I 9 B 45 _ 14 12 10 9 B 8 - 14 11 7 14 11 7 5.5 35 8 B 7 55 4.6}5 _- T4 12 10 8 55 14 12 10 9 8.4.5 14 12 10 9 8 9 - 14 12 1"0 7 -4 14 12 10 9 B 3 - 9 B e e B 75 7 4 8'-0" ---- - -- --- -- - -- - - - - - - ♦SEE LIMITATIONS OF USE FOR 14 12 10 5 5 3 14 12 10 10 8 14 12 10 9 B 5S - 14 12 8S 3 I 14 12 8.5 7 4 - 8 0 8 7 5-5 4 3 - __.. _ _.__._" ._ r___ _.. ._._ _ _ I._. _.. _ _ - BLADE 1A ON SHEET 19 114 12 10 9 5 - - - 14 12 10 9 8 -4- 14 12 10 9 8 8 - - 14 12 9.5 - - - 1-4 12 B.5 7.5 4S - B 8 8 7.5 6 1 4.5 -I - 14 12 10 8.5 4S - - - 14 12 10 9 7.5 - - - 14 12 10 9 8 - - - 13 9.5 4 - - - - - 13 9.6 6.5 5 - - I- - B 8 6.5 5 4 3 - - 9,-0. 14 12 10 85 4 14 12 10 9 7S� 14 12 10 8 - 14 12 10 5 - 14 12 10 9 e.5_- - 1- e 8 B 8, 8 65 6 3 14 12 1g.5 4..,_". 14 12 10 9 45 - _ 1M1 12 70 9 7.S 14 11.5 4.5 - 14.11-5 7.S I�6 _ - - - _B "8 751 fi S_ 4 14 1Y 110 8 4 - i- - 14 12 1D B 7 - - - 14 12 t0 9 B - 14 12 5 - -- -{- 1412 0 18.5 -I- -I- B 8 8 B.5 SS 4 - 14 12 BS 5 SS - - - ,4 12 10 9 �55 14 11 70 14 12 95 5 35 -�- _ 14 12 10. 95S - 14 12 10 9 8i - 14 12 71 _ 14 12 10 7S 5 B e B 8 8 75 45I - ,0'-0"14 12 Se ] _I- 14 12 f0 fi 1 3 74 12 10 9 8 14 105 3 - 14 105 7 3.5 B 8 7 55 4.5 JS - _. _ _....._ ., _ __,_ _ _ . .� t4 _ .. .. ..._. 14 12 9 4.6 3 - i- - 14 12 IO 9 5 -I- 14 12 10 9 8 I- - 14 11 i 14 11 7.5 - B 8 7.5 6" 5 14 12 14'1'12 10 Iry _ „_, 14 12(10 - - tOS B _ - t05 e 5 - e I B 5 4 1 J.5 __ 14 12 7 14 12 f0 _. la 12 10 - { - I 12 5 _ 14 12.10 - 1- 8 8 5 8 _8 7 3.5 _ 14 12 4 14__12 10 - 14 12 10 -I - 2595 - - 2.585 8 - - B' B 6 5 14 12 6.5 - 14 12 10 14 112 10 35 f0 14 10 7 I B i 8 7 5.5 4.5 - 14 11 1!�5.1 14 12 10 - I _ 14 12 10 - - _ 95 7I.7 45 JS _J 74 12 5] - 14 12 f0 14 12 10 - - la 12 4 i4 12 10 - - B e B 8 8 6 3 12'-0" 14 12 3 - 14 112 8 - 14 12 10 115 H - II.S e5 4 - - - 1 e -8 55 65 4 - 14 12 5 14 12 f0 - - -I -14 12110 - 125 9 "I - 13.5 95 45 - - - B B 1 5 14 ,3-D" ,4 ,9 _. 4 i,2 = = '4 72' -. - =1-9 ' =I ! 6 651 _: - B 6.5 45J5 3 - HV BLADE OR �) HV BLADE 14 12 14 12 1 14 12 I` - 05 55 - 10-5 18 -I- - - e g 5 45 14..12..__ _. �_,. ".14 ,2�- - = 15 a ._.- - - -- = Wf A) HV WINDOW BLADE i-' - I1.5 6.5 - - - B� 8 5.5 4.5 - -. 14 12 - ,4 12 _ _ 14 12_ - - 8 3 - _ 8 - 14 12 - "- 14 12 _ -__-_ - 14 12 - 14 9 - 14 12 I __ 8 B� B e 7-5 4� _. !. 14'-0" 14 7 - 11 "12 - - 1M1 .12 _ _ 10 4 _ - - 10 7S I_ -i_� 7. _ _ 8 7S_ 5 4 3 - 14115 - - - - - - 1412 - - - - - - 1412 - - - - - - 0.54 - - - - 10.58I- -i- - - 88541. - 14 _ 14 1-7.- - - - 14 - - 75 - - 75 - - - - 7515.5_ JS - 14 14 _ .. 14 I7. ..I 14 14. - e 8 e 7 7 35I 15'-0"_74 _.._ - 14 _ _ 14 .. i 9 e _ I 8)..7 143 i 14 14 - 14 - 10 - 10 i- B 75 5 4 14 I 14 74 - __ 7 _,. I,_. 7 _ 7 55 35 j _-._ - ,4 1 - -" - - 14 4{ 14 - - 8 B e 75 B' 314 - 14 - 14 i_ I 14 . -_ - - - B - I._ . .. -. _-� - _ B 6.5 4 4 J 5 - a - - - - - - u - - - - - 14 - - - - - - = 9., i- iii - 9�51- --I a � <.5 - _- - - FLOWDA BUILDING CODE(Non High Velocity Hurricane Zone, ```���1`111111111)(} 02020 TILTECO,INC. ©2020 EASTERN{M,,E�TA�Lp SUPPLY. INC. BERTHA HA H F�Tbl gA�P�' /71 7m C® I�c Accordion Shutter System No.441 7 =/ =-� ® H.V. BADE#1 W/CR W/o KV.WINDOW MADE *; * -�XEk��i� TILLIT TESTING & ENGINEERING COMPANY American Shutter Sy9tBR1S EV.N DESCRIPTION GATE DRAWN BY: M.P '` 6355 N.W.36th.St.,S10.305.VIRMA GARDENS.FLORIDA 3316' ASSOCIOt1OflF InC. I OLD 17-1D7 ./2/202 DATE: 7/2/2020 -o'• STATE Phona (SOS)871-I530.Far (S05)871-1531 4268 Westroads Drive 2 DRAWING No 90• " -ail: 00067 9 Dom West Palm Beach, FL 33407 s c'.. LORIC •'ta _ CA-OOOG719 Li7777<Css�....... •�r 1,A WALTERFLORIDAA.11L A J,P.E. sSHEET 'LQ.... 64 ONAL1E`` SEAL/SIGNATURE/DATE 6 SH 12 OF 20 ANCHOR*MAXIMUM SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A_S.D. DESIGN NEGATIVE PRESSURE RATING AND A GOR ESPUNDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLO(3(IPL�? ATIONS E G,&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: COtICTEfE/CONtittlE CONCRETE (A) TO EXISTING POURED CONCRETE:(Mtn.f'c-3 ket) MOGMUM W L SILL MOU I G CEILING MOUNTIN O FLOOR MOUNTING - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX.(Min.Fc e 3 ksi) SPAN ANCHORS SPACING L.ENQ - 1/4.0 x 3/4"ALL POINTS SOLID-SEr ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. (Min, Vc-3 kei) (ft) ,SD.DFSlGN_N PR691RE RATING(pef ,SD DFSUN NDAT E PRESM RATMG ,SD.DFSIfBI,NEGMNE PR6AIRE_RAN1G pet _�-_ 1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Nin.rc-2 Nei) 30 40 60 75 BO 1120 160 205 30 40 60 BO 120 160 205 30 40 60 75 BO 120 160 205 TAPCON OR - 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 W 14 _72 10 11_ 8 B 6 S.5 14 12 10 9 B B 6r 14 12 10 B 8 B 6k M TECHNOLO ( ) -0 14 12 10 B 8 9 6 B 14 12 10 B .e 8 6 14 12 10 9 5. 6 6.__ _ ALL POINTS SOLID-SET NOTES: OR L6514 12 10 B 8_ B -e__6 14. 12_10 _B 8 _e _8_ 14 12 t0__B_ 8 8 6BLUE TAP W CAP At) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10 9 B .8 6 7 14 12 1T 9 8 8 6 14 12 10 9 8 8 6 14 12 10 B e 7 5.5 3.5 14 12 10 B e e 6 6 14 12 10 9 e e 6 5 TAPPER+ ANCHORS IS 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 14 12 1D B 8 8 6 6 14 12 10 B 8 8 8 e 14 12 10 B 8 B 6 5.5 4. I- --- -•-- -- ------ ----------- - - - -- •-- .._.. __...,__...._ A2)MINIMUM EMBEDMENT OF 1/4"O x 3/4'ALL POINTS SOUD-SEZ ANCHORS SHALL BE 7/8"INTO THE POURED CONCRETE.NO EMBEDMENT 14 12 10 9 8 9 6 4 14 12 10 8 6 e _6__4S 14 12 10 9 9 e 4 3S 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 I4 12'10 8 B b 6 1.5 14 12 1T 8 8 B 8 95 14 12 10 9 -6 0-6 4.5 1'MINIMUM FOR WALLS WITH NO STUCCO. 10. 12 10 .9__75 55 11.5 - 14 t2 10 9 B B_ 6 5 14 12_ 10 9___B_ 7 5,5 4 4'SEE UY�ATInNS OF USE FOR 14 12 10 9 B 8 6_ 8 14 12 10 I B 8 B 6 5.5 14 12 f0 9 B 8 6 4SE SHEEr 19 A3 IN 5'-0' - - - - - - ) CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 12 10 9 6 7 4 -_ 14 12 10 B�-a 6.5 a 3.5 14 12 10 8 55 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 B 7.5 s.5 14 12 10 B 8 '8 6 4.5 14 112 10 5 8 6 4.5 3.75 NOTES A7)&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 45 - - _ 3 14 12 f0 &5�7_SS 4 3 14 12 8 5.5 5.5__4 J - (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) ._.._.___- _ - ....___._I-101 _._.__--...__._...__14 12 109 e 8 - 14 12 10 9 8 8.5 5 3.75 14 12 8.5 e 5 4 - 1/4-0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDIX. 14 I2 8 BS 55 3 14 12 10 9 e_8.5 _4.5 J,5_ 14. 12 10 8 7 5 J.5_3 - 1/4 0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY COMPANY. i4 t2 10 8 8 -�e -- id 72 111 B 8 7 5 -4 14 12 10 8 7.5 5.5 4' 3 - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 7'-0. `-- 2 TO -`--`- -` "4 12 --- 6 ---.5_ 14 -7 ------'- 1/4-0 TAPPER+ANCHORS AS MANUFACTURED BY DEWALT,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY OR ANY 14 12 10 B 6.5 4 - - 14 12 8 75-6 4.5 3.5 14 fOs 7 5.5 4.5 3.5 _- - - 12 ID 65 1I 4 14 12 10 9 75 5.5 4 14 12 9 7 7.5 14 11 7 6s 4.5 - - -_ 14 12 10 9 7s 5_5 4 - 14 12 9 7 6 45 3 - NOTES: __.. ..... 5 ._ 14 12 1014 12 10 B B B 4 14 12 10 6 6.5!5 _3 __ - 14 12 9 8.5_ss 4 _s_ _-_t4.5 9.5_e __5 a 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 1 7 8 14 12 9.5 6.5 5 14 12 8 8 6.5 4 13 85 6.5 S 3.5 - _ 14 12 f0 8 8:5 5 __ 14 12 a BS_ 5 4 B.2) MINIMUM EMBEDMENT OF 1/4"0 x 3/4"ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 12 10 8 - - 14 12 10 7.5 4.5 - - 14 8.5 7 55 4---- -- - ----- -- ------- ---- - - - QABEDMFNT INTO STUCCO SHALL BE PERMITTED. 1/4.0-20 S.S,MACHINE SCREW USED SHALL BE 1 1/2-LONG MINIMUM SHOULD STUCCO 14 I15 7.5 B 4 - - - 14 11 7 55 5 3.5 - - 11 B s,6 4.5 3,5 - - EXIST,AND 1"MINIMUM FOR WALLS WITH NO STUCCO. 14 12 a 6.5 4.5 - - - 14 12,8.5 7 5.5 4 - - 14 ji-12 0.5 6 4.5 111,5 e 5 5 5 4 .7-1 14 12 9 7 6 a s - 14 11 7 5.5 4 35 - - IN CASE THAT PR STONEPR PAN AVERS 0 ANY VENEER BE FOUND ON THE EXISTING WALL FLOOR. 10'-0 la 72 /0 B 75f4 12 10 -E 65 5 - 14)`12 8 '6'5 4 B 3)ANCHORS SHALL E NG ENOUGH TO REACH THEE MAIN STRUCTURE BEHIND SAID WAIL FINISHES:ANCHORAGE SHALL BE AS INDICATEDON 14 10s 7 5 3s- is 95 6.5 5 3 _ 10 175 5 4 J _ I NOTES B.1)&B.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 14111 75 55 - 5 115 8 6 5 4 - i2.5i iS 6 5- 4 4 -I FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 0.5 8 5 - - - - - 14 121 8 6.5 5.5 _ _ 13 10 6.5 5 4 SI1410 - - - �- 14�12 I-B 7 6 J�E4 - 14 105 7 6.6 4.5 s5 - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 725 95 5 - - 12 B Ii 45 4 3_ - ..7- 1B 7 4.6 3.SI 3 4 10 7 _I. 14 10.5 7 55 4.5 11.5 8.5 5.5 cs 13.75 --- (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9.5 4-5 75 B5 jj_ 12 B e 1.5 414 f1125 I 1310 85 s 4 - ELSr�DiSIA_N_C _yEg,SUs_SP9CING_.S.CHEDSJlEJ.QR�CLC}fOBS: 12'_p _15�77 85 45 - ) 11 8 55 4 3.5 - 8 8 4 3 - MA%IMUM PNCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E.D.LE55 THPN THE INDICATED,REDUCE PNCHOR SPACING 1S95 6 - - 13 9.5 5.5 5 4 - 6.5 6 5 4 BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. B 85 - 14 105 7 55 4s -I 11 6fi 55 45 S6 - REDUCED SPACING OBTNNED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 14 115 7 8 B 5 - I 12 -9 64 5 -4 - 13'-0 105 e - - ..L -IC 75 5- ACTUAL 3 - 75 ss a - - l - ACTUAL FACTOR TAPCON WITH ADVANCED TAPPER + 25 I1s - _ 12 B B 45 4 = B.5 7 5 4-' - - - EDGE TAPCON THREADFORM TECHNOLOGY �•POINT SOLID SET BLUE TAP W/CAP _ 1J 95 65_5 10.5 75 5 4 - - 1 QR DIGTANGE MIN.SPACING 14 12 - - - 14 1.0.5_ 7 5.5 - - - 11 B.5 5.5 �.5_ - - E.D. MIN.SPACING 3- MIN.SPACING-3" MIN.SPACING-3 1/2' MIN.SPACING-J' J 3/4' 4' 14'-0" _9 P..J '� DE POURED CO BR�K& �C=RETE 004MEtE LLW( POURED C BLOCK CONCRETE& POURED CONCRETE BRETE&pqU� CUWREM 5.5 4.5 =__-.. ._.B B's a.5_. .-_ __._--_-.. MN E4.3 1/2' MN.ED. 1/2" TAN ED. M 4 /9 - 12 9 . 95 7 45 (lA1 HV WINDOW MH E0. J MN E4.31 2 MN E4=3' 14 - - - 135 10 65 - ,D6-6 5 - BLADE WORKING 3• 10 aeo 10 0.7e 1.0 o.e4 1.0 15'-0 g - - 08 SS 4 - _ gy.`5 3 .- --- =2-�/2. _-- 061"._ ;p- - -----_--- ....___ ._-- - os7�-- --�.o - 10"---'-----' _ _• 10-s a s ._- `I= 8.8 s. __-j IN UNISON ♦ z" 0.71 _ _._ --- _ _ _ _ _ _ _ 1.5 8.5 5.5 _ _ _ _ _ 9 6.5 4.6 - -,- _.------- _7 _ -___.. 0.91 - - ITS 9.5 6 - - - 10 75 5 - - D'43 __--._ 16'-0' _.I_ _-- 6 1:5 __J _ j _ 1 1 2" 0.35 035_ _ FLORIDA BUILDING CODE(Non High 'Velocity Hurricane Zone' VNUf1ii1TIIIIIII,IIJ,I" 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. BERTHA HVTM EP SF' '�'-- Accordion Shutter System TL E C ® I c m to I. ® RV. BLADE#1 W/OR W/0 KV.WINDOW BLADE _e ' .No.44 167 American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY EV.N DESCRIPTION DATE DRAWN BY: M.P s A' STATE F `?/ 63"N.W.36N.SL,Sto.305,VIRGNM GARDENS,FLOWDA 331ff Association, Inc. OLD 17-107 7 2 202 DATE: 7/2/2020 �'. Phone (305)871-1530.Fox:(3C5)871-1531 4268 Westroods Drive 2 DRAWING No ��o� ,`CART F•'�a`�� a-ma11'.Atl1tee06®1 L-en West Palm Beach, FL 33407 3 11 10-164 fis,SiONA �A���L/SIGNATURE/DATE W�RIDA Li LLIT.�44167E S SHEET 6 13 OF 20 MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. A.S.Q DESIGN NEGATIVE PRESSURE RATINGAND A CORRESPONDING MOUNTING ME FOR CONCRETE OR CONCRETE BLOCK INS AUATIONS UNRNG9 1,J.K&L ON SHEET 7) POU9ED CONCRETE POURED CO CONCRETEBLOCK I IWALK OVER A, 11�TRENCH __Q.5A!NGUARI).01 ANCHORS SPACING LEGEND MAXIMUM MOUNTING 0 UNTTN9-) (g)WALL/FLOOR MOUNTING QWALL/WALK OVER mouNnNr M .-0 aD-.bEj�N KEF TAPCON OR SPAN A-5.0.DESIGN HMM PRESSURE G ATM PESiuk,Fklli 6w Q ' I"LLlli6ll,6liC-i6l-i6l,6or7,,�6,1,, r, 1_ -jDj­�b- f CdILj5 1­6 TAPCON WITH ADVANCED -iD 14016-0 179 90 .9 5, io ei6 2�5 11 9 T HREADFORM TECHNOLOGY 0' 14- �igj I 12E 1� li�5 .5. 5. 5 5 5 5:_1_6__6_i _11_ _IL_12 I_ -SET 14 12 10 7 7 7 7 7 7 5 DR LESS 14 _12 i0_ 9 8 8 6 6 12 T2 12 12 10.5 4.i- _7 7 _�_�2_-7� 5- A- R_-6- _7 6.5 5 5 5 5 5 BLUE TAP 6 _g f2 2� Ii 12 tO T5 f --i- 11 7 7 7 7 5 5 5 5 5 5 5 5 112 -2 1 , i I TAPPER+ L4_12 12 IL 12 12 -1 H" 14 12 10 9 B B 13-6-i:�_ 7 A 4'-0- 14 t2 10 9 B 6" _5 s '9- -5 -6. _S_1:�_12_12 _12 _12_ �.5 7 7 7 7 7 7 14 10 9 6 a 8 2� 7 7 7 _7 7-C.5-_!� 5 -5- -5--S -5 12 6_L A.A 14 li'1-0 6_ _8 12 12 12 10 5.514 _77 _Y_ _7:_ f_7- _7'5.6 -Sft- -5_..5_. 5 ii 12 i0-1,A_-A-.i_ 72, 12..12_11.JB_ 7 IL 12 4 7 4 5 5 5 4 3 5'-0- 12 12 10 7 S � 7 7 7 7 5 T 4 ff 14 _10_-6-8 8 - ' "5� S 4�5 3.5 7 7 7 7 jj�12 10 9 8 8 6 6 12 12-- ,-C,-IF TY,ii-Jii.W 63,'a C-�.-5, -7-i--7�--i_ -!K�-4---6 -y--E--6-_5 6--6- _4 SEE ANCHOR ' 6 6' 74 !2_10� 6­6 L2_ 6._O. 14_L2 �._g S:S_-i-_7�_i -7 7_7 i- . ...... 12 12_12-10. B­_ 1 1 5 1 ON SHEET 13 I I14 Lt it 8 6 6 12 12 8 4 7 7 5 E J�- _T, _17 IL�._A 7 1 6 4.5 5 5 5 5 2 10 9 11 2 CF 6.5 5 3.75 7 7 5 5 4.5 14__12_:Ll?__R 12, 12 10 -1- _ ' 3.5 7_ 5.-5 5 5 4 J1. A_ 7'-0' 14 '0 F2 5 7. 7. 7 7 6 5 5 5 5 5 5 _12 6 12 12 �7_ j.......... 14 10, 6 4.5 3 7 -4 12 10 9 a -f2- j-.K -1 1 ot I� i 1 9 a 2 N 4 7 7 7 7 5 5 5 5 5 5 5 4 0 VALID ONLY FOR UP To +70, -75 14.12 --0- A_-8-- 8 13 12_2&5 7 59 4 3 1-.7-'T. ±.k_A_ e - PSF A.S. 12 10) a a a 1 10.5 3.5 7 7 7 7-_7_1 5 .5 RATING & FOR SPANS PER 147_j2 ,10" 2 -6 4.5 4 3-1- 7 5.5 4 5 -5 3 i 4 _t1_ q_ L 7 Z:. 5_�1_ _7_ SCHEDULE #3, SHEET 11 I S RE 7 7 7 7.51 6 4.5 8 5 14.5 14 9 8 8 6 12 111 3.7-5-- 1 14 12 10 9 El_11 - 12 .6�L.S�5) 3.5 .5 IF4 Ii- if-0- 5 K s 91-0. F 8 8 12 12-2.5 �j�.5 3 7 -7- -5 _E 0 4 12 10 _9­-6 5 5 4 3Z 'd-6- _1y, - 5 5 14 _12 )12 ( &g_ -5- 7 6 5.51 5 5 5 5 5 4 1 4.5 - - - 7 7 14 12- 10 9 3.� 7 7 5.5 101-014 2 O� 8 8 11 3.51- 7 7 7 7 7 5 5 5 5 T 5 -6-1.4.5- 14 1200 a a -7 -,!L 6-4 A. 6 5 7 J_ -14 12 9 1 1- 7 7 6 5 15 5 5 4.5 15 - - 14 12 1 Y-�Pj5L.A- 7 7 5 4 3 - - - 5 5 !.S__i A-11 7 1-7 14i_12 10 IS A. 12 10 7 5.5 45 3.5 7 7 :K-L 7j:!_ 7 35 _5 5 S 5 4 11 0 12 - 4-1_5 5 4 IL 1�_ 1 8 a 0-5 7 5 5 1 4 I L� -_- ---- -_ -5 14 10 9-1 if a- 1 8 4 - - - 7 5.5 4.5 6 5 5 4.5 .5 HY _C _S_: 8.5 7 7 1 14 t 2 10 1 1 5 5-5 �4 BLADE ONLY i_ 8_ L -7-17- _7 -7- 7 7- 5 5 14 12 9 7 - - - 5 5 5 4.5 3 7 -5, -5- io a a 10 7.5 5 7 71 L2 .5 5 5 5 5 C 7 6 12'-0-14- 7 5.5 &5 3�5 14 T2 I I 4 12 10.5 5 4 3,5 - - - 7 (L5 4 M-5- - - -7- 7- 5 5 -14 _4aw sz 3 .75 7 10 Y to W_-- - - - - - a . ­ -L I. i.6 -'-.­­ _ 14--12' 5.5 3.5 3 - - - '7 7 f 3 - - - 5 5 5 4 3 - - - -�--,V -_:I_Z--Z-"-:-- _w 12 r1l"E.- 9 8 gL 3776 w", -7-T i5i,4.5 K.�6 --.-_- _i�­��­41 1 lz��-Z 1-�- 4 ­-A-_7 .7- .7- _S_ -I,- .'--7- 1-7 14'-0-14 7 717 7 7 4 5 5 5 5 5 5 4 3 Lo-_q_ 0 P_�L -iF--j--i--iy V(_12.10 _g 3 ff '1- 5 4 5 5 -5 4 _Z_ 14 1 0 9 8.5 8.5.4 7 7 14 12 10 j2 �O 1 ­1- -- -_­_ 3.5 3 .7- 9 -L -" .:-.-__ .7----_S_A- I-14 7 3.5 - 5 5 5 5 5 5 4 3 14 4 7 7 7 7.10 - 3- Y,_7 ks' 5 i:z-SY _- 14 12 10 7- 5 5 5 4 it-,_LL 10_-7-i .5 �s 4 3 5 4 10 - 7 3 5 12 6 . _5 16. 7 f5 5 _O.I -, __ . 1 14_ 12 1!01 - - - - 6 4.5 3 -6--5 W T2 -Id-17__- _, �FS'g1'J.14 _Z_as 45 FLORIDA BUILDING CODE Non High Velocity Hurricane Zone; illPl �y, s' 02020 TILTECO,INC. @2020.EASTERN METAL SUPPLY, INC. BERTHA "VTM Ek Accordion Shutter System AS.SA No.44167 . . ® H.V. RAM#1 W/OR W/O KV.WINDON RAM American Shutter Systems !EV*He DESCRIPTION DATE DRAWN 9Y. M.P TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 17-107 7/2/202C DATE: 7/2/2020 STATE 6355 N.W.36th.SL.St..305,MRGINtA GARDENS.FLORIDA 3316( rE I F 4268 Westroads Drive -x Ph- (305)871-1530.Fax:(305)871-1531 DRAWING West Palm Beach, FL 33407 `�Z 0 R i 0 20- 64 w CA-005719 7 1 WALTER A.TILLIT Jr.P.E. ONAL�� FLORIDA U­j 44167 kiwl SEAL/SIGNATURE/DATE 5 SHEET 6 14 OF 20 MAXIMUM A.S.D. DESIGN PRESSURE RATING (per) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in) SCHEDULE FOR A GIVEN MAX SHLTER SPAN NEGATIVE AS D DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEETS 16 & 17). :E�; L_J EE]�; !EE3-T Fz AT E SOUTHERN PINE No. 2 W MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH SOUTHERN NE No. SPRUCE PINE SPRUCE PINE / 1/2' MIN. COX pOW/LMIN.R W�5, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G-0,36 PLYWOOD UG FlFl MAXIMUM MIN.G=0.50 W/ MIN. G=0.43 W MIN. G=0.36 SPAN IN) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M, N. 0 & R FLOOR MOUNTINGS M, N. 0 & R FLOOR MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS WALL MOUNTINGS B.O.WALL MOUNTINGS B.O. WALL MOUNTINGS B.O.WALL MOUNTINGS W & X W & X W & X P & Q S&V S &V S&V _ _ _ (� sn T7SO1 IELARIE Rd31UE MRIs(�j uD tEitl IETArnE r�w€1LONC(� sa IE9O!IEa1nE rBwRc gtrxc(_� in.Ix9a IETAM1E R®FE PABD -_ ....._.. _. __ r� su BN91 Nsm�E aBssla Pec�D I� sa E_X_MGan1 ReswE wm+c(�Asn Rs716>urA I�1a xmc(� 30 40 60 75 90 105 30 40 60 75 90 OS 30 40 80 75 90 05 30 40 60 75 90 05 30 40 60 75 I90 105 30 40 60 75 90 05 3a 40 60 75 90 105 30�40 60 75 I90 05 3U�40 60175 90 OS 30 40 60 75 90 OS P-O°OR LESS 12 10 l 9 B 8 -6 fi 6 6 6 6 12 10 10 9 B 8 6 6 6 6 6 6 12 10 10 9 B 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-.-___-_______ ___. __.___.._..�..___�._ ____._ __ _.._.-__.__ ._.____ ___.__.___._ _______ __...._.__ 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 66 6 6 6 6 12 10 10 9 B 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 10 10 9 8 B 6 6 6 6 6 5.5 12 10 10 9 8 B 6 6 6 6 6 5 12 10 10 9 B 7 6 6 fi b 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 0.5 ___ _ ______-________._ _ __-____..- ._._.._..__ ____.____._._..____._---IT ___�__Ti­ _.__.._____._.._ _.'g 12 10 10 9 8 6.5 6 6 6 6 5.5 4.5 12 10 10 9 8 5 6 6 6 .5 5 4.5 12 10 10 9 6 3.5 6 fi 6 6 5 4.5 6 5 4 4 3.5 - 12 12 12 12 12 12 12 12 2 12 12 12 12 12 12 12 10 8.5.__ __.._.______ _.. _ ._____ _.._ 9 ___._ __.____.._____.__12_._...._.__- __�__. ___ _..__.._._.._._._ ___..__ ._ __..__ _____...____._-._. _TLO;_12_10 10 9 6.55 4 6 6__6 .5 4.5 4 12 10 10 9 5 3 6 6 _6 5- 4 3.5 12 10 10 7 7.5 - 6 6 f 6 5 4 }.5 6 5 4 4 - - 12 12 12 12 12 12 72 12 12 12 12 10.:12 12 12 0._5 8-0 121010754.53666543.5121010fi 3.5 - 6ET_ 5 .53.531210104 - 665 .53.53fi54 - - - 12121212121272121212119.512121.597.56,5 9-0 12 10 10 5 J.5 6 6 5 5 5.3.5 3 12 10 9 4 - - 8 6 4.5 4 3 37 12 10 4 3 6 6 4 5 4 3 3 6 5 3.5- - 12 12 72 12 12 10 i 12 12 11. 9.5 8.5 12 12 10 8 8,5 5.5 ....... __ - _ _1__ _.. _._ _._ _- _. .__ ^IO'0, 12 10 75 4^„ 6 6 5 4 3 - 12 10 B 3 _ 6 6 4 .5 3 - 12 10 3 - - 6 6 4 15 3 6 5 - 12 12 12 12 1.595 12 12 12 1U.'8.57.5 12 12 9 7 6 5 12 1O 55 .__._ 10 4.5 65_5 3.5`.-_.-_ 12 10 ., 8,.5�5 4_^_ 12 12 12 10 8.5 12 12 12 9,5 8 7 12 72 8 6.55.5 4S 12 10 45 - 4 ____ 12 10 3.5_-,_ B 5 35 _ 12 701 .-.__... 6 5 - - 12 12 12 1.59.5 8 72 12 11 8.5 7 6 12 1. 7.5 6 5 4 _73'-0° 12 10 _ .. . 6. 6 _ _-_ 12 10 _- - 6 4.5 ,. 12 7.5I - - 6 4.5 _ _ 6 4_.5 12 12 12 10`8.5.7.5 12 S2 10 B 6.5_5.5 1? 0. 7 55 4.5 4 14' O_ 1210 __ 4{4_ 6_5_5 127_ = 54.5 - - - - 127I - - `.54.5 - 63 -{Ir 121272958672129575645129.565543 16'-0° 12 - - - - I- 6 - - - 12 - - :7 1 5 - - - 11.5�- i - - 5�- - 6 - -I- -1- 12 12 10. 8.516.5 4 2 12 85 5S 5 3 'L58.5 5.5 4.5 3,5 - 0 HV BLADE OR n HV BLADE W..f CA HV WINDOW BLADE WORKING IN UNISON® ♦sLE UTONS GF use FGR OWE CN ON SHEET 19 •F NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WAIL FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No.2 W/G-0.55(NO.S) -1/4°9 TAPCON ANCHORS.AS MANUFACTURED BY I.T.W.BUILDEX W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGIAS FIR W/G-0.50(N.O.S.) EACH SECTION ON SHEETS 16&17. -SPRUCE PINE FIR NORTH W/G-0.43(N.DS.) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G=0.36(N.D.S.) 2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF -MIN. 1/2°COX PLYWOOD(1986 ARA) LAG SCREWS AS PER Nos 2015 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. FLOMDA BUILDING CODE(Non High Velocity Hurricane Zone, 1j111111111111 is#,9. 02020 TILTECO.INC. ©2020 EASTERN METAL SUPPLY, INC. Th BERTHAHVTM �\CENTnE ®� ® o Accordion Shutter System H.V. BLADE#1 W/OR W/O H.V.WINDOW MADE No.44167 = American Shutter Systems EV.N DESCRIPTION GATE DRAWN BY: M.P TILLIT TESTING & ENGINEERING COMPANY 8355 N.W.36th.SL,St,.305.VMCw1A GARDENS,FLOMDA 3316t Association, Inc. 1 OLD 17-107 7/2/202 DATE: 7/2/2020 i a. STATE Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroods Drive 2 DRAWING No -men:Nltece®ea.eotn West Palm Beach, FL 33407 3 .''`FOR P°L\.?� WALTER A 71L11T1 Jr.P.E. 4 ZO- 64 ��``CEAL/SIGNATURE/DATE FLORIDA Uc.B 44167 s S E15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & IA HVq, BLADES (AS APPLICABLE MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE C1) ONLY SHALL -WALL FINISH MAX. LIMITED TO 105.0 sf. A.S.D. DESIGN PRESSURE RATING SEE SHEET 19 FORMAX SPAN & II j_..TH EADF ED AREA 14OLOGY ,-.. .�.._ .IL..,,., __ L. r ! 1/4-0 T WITH ADVANCED V E RATING FOR INSTALLATION WITH BLADE �1 & A WORKING IN UNISON A W/ 1 1/2"Min.PENETRATION ( -Y _ W /' A.S.D. DESIGN PRESSOR N OR TAPCON WIDTH ADVANCED TH I\ I / 1 1/2'kiln.PENETRATION OFF OTHREADED AREA TOO EXISTING • E%ISTING WOOD HEADER. ___ -. WOOD HEADER. (SEE SCHEDULE ON SHLET 15) 9 MIN'SEP N I ___O (SEE SCHEDULE ON SHEET 15) \ TI SC4"0-20z3/4"5.5.MACHINE SCHEDULE1 TO �gy(SEE57jEET 1 I R t$ REWS W/ 1/4"-20 NUTS '—11 FDR BtfDE QANO,- I / •® 12"o.c. II ON SHEET 18 FOR I D 4 i 11 / 'I II•, IL, n \\�\\ll`t1}1 1 I _...f CO-:-EG'I EXI051A55_'O etnD6 O h i \ I,�_ ?I � N 1 I �3�OR/1h5I� 17 WALL. __.j FINISH I I' � jrD�Dwl r ll I r _ EXISTING MIN. I I 1-- \l. FlNISH III I I o - t}i\\\t}}\}} �1 T- MIN.HEADER I t '...`"DR �� IJ I� - EXISTING MIN. o -_ N '`.. OR II HEADER REQUIRED I -2'x4'WOOD11 1 I I EXISTING I HEADER REQUIRED I, 1 ''1( '1 1/4'0 TAPCON OR TAPCON WITH ADVANCED (� 111t 1 .--THREADFORM TECHNOLOGY W/ 1 1/2- CLASS—yI TO GLASS(SEE I I I I I I _--�:� hl 11 I 11� Min. PENETRATION OF THREADED AREA TO II—SO4MU V ON HST I MIN. SEPARATION TO GLASS EXISTING WOOD HEADER. i1 10NF51919 IFUR I IXI ��I�(SEE SCHEDULE ON SHEET 11) �, (SEE SCHEDULE ON SHEET 15 BLADES m& I I. l.' i_1.. 11 Ilu...1 2"x4'CONT.SILL PLATE REQ'D. M HV WALL HEADER INSTALLATION O HV WALL HEADER INSTALLATION o ( HV WALL SILL INSTALLATION EXISTING .__..__-. .______ _____„ _ _ _ I,. -- MIN SEPARATION TO GLA55 III I I MIN.SEPARATION TO GVSS t GLASS � I I EXISTING I~-(SEE SCHEDULE ON SHEET 11) (,1) (SEE SCHEDULE ON SHEET 11) MIN. SEPARATION TO GLASS I I t /r EXISTING z 2"X4"CONTI(SEE SCHEDULE ON SHEET 11) 7 I GAY 0 " GLS� I E WOOD PLATE I191I J1 I I I E REO'D.--, t{ 1/4"0-20z3/4`S.S. ( M CHINE SCREWS S.S. I :MACHINE SCREWS W/ I USING 1/4'-20 NUTS WALL .?J I I ;1/4"-2D NUTS 0 12".. !III I t_1 U ® 12"D.C. W, 1.FINISH - O.C. tr OR1$ t7OR t$1�31oR (�3)OR2"x4"CONT, }WOOD PLATE /f1 , f I _ L\\1\1}\11U}1� '.rI__ � I ! EEO'D. I •\t 1)1117 -EO- -EO Mm. "Y.._ T 1 a !_._ _'I"Min �i `QOR 1 1f 1/ ll ,1 II M� T RF TAPCON OR TAPCON Wfrhl ADVANCED - I 11 I THREADFORM TECHNOLOGY W/ 1 1/2" I ( j I I Il, ,SILL•PLATE T. Min.PENETRATION OF THREADED AREA TO I I t1/4"0 TAPCON OR TAPCON WITH ADVANCED I I I 1 II..11. l l 1/4"0 TAPCON OR I.' EXISTING WOOD HEADER. THREADFORA TECHNOLOGY D 1/2' I-SE I REQ D. `I IrI 1 Min.PENETRATION OF THREADED AREA INTO PLYWOOD \ q \ TAPCON WffH ADVANCED 1-SEE SHEET 4 FOR TYPICAL II ( (SEE SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) EXISTING MIN. Z"X4' MIN.CDT(,] THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. -. L I 1 3,_ 'WALL FINISH 1 I -�1/2"MIN.COX PLriV00D REO'D. STUDS® 16-O.C.MAX._ PLYWOOD RWALL FlNIS W/ 1/2"Min. PENETRATION OF 2-MOUNTING SECTIONS CAN BE REO'D. PLYWOOD TO BE THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO 1-EXISTING MIN.2"x4"STUDS 0 16"O.C. MAX.REO'D. ATTACHED TO STUDS IN (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. ®HV WALL SILL INSTALLATION PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH © WfTH SECTION 2308 OF THE F.B.C. SECTION 2308 OF THE &HV WALL SILL INSTALLATION ♦SEE UM TIONIS OF U E OF HV WALL SILL INSTALLATION F.e.c. BODEON SHEET 19 02020 TILTECO,INC. FLORIDA BUILDING CODE(Non©2002 EAST Velocity ERN N METAL SUPPLY,INC. Zone' BERTHA HVT. LFE Accordion Shutter System No.441 Z�:' ® � c ® ®e m KV. B-ADE#1 w/OR w/o H.V.WINDOW MADE *'• * yam/.;}J'�F / TILLIT TESTING do ENGINEERING COMPANY American Shutter Systems EY.N DESCRIPTION DATE DRAWN BY: M.P a'• STATE 01 y` / w� 53W N.W.-161h.St.•Ste.305,NRGNN GARDENS,FLORIOA 3316 Association, Inc. OLD 17-107 /2/202 DATE: 7/2/2020 rrrNNN ((( Phone (305)B71-1530,Fax:(3G5)871-1531 4268 Westroods Drive 2 F �' mole 6Daao®am.aom DRAWING No West Palm Beach, FL 33407 3 2D-164 (rS1.......... '•�j�() a CA-011 ITJ '''1•,"S1ONTA ``\SEAL/SIGNATURE/DATE W�oRna u LLp aa, E 5 SHEET 6 6 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 1 HV & I& HV* BLADES (AS APPLICABLE MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BUDE(1) ONLY ,-WALL FINISH SHALL BE LIMITED TO 105.0 Rsf. A.S.D. DESIGN PRESSURE RA TING, SEE SHEET 19 FOR MAX i 1 SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & Ai WORKING IN UNISON --- --,F / /4"0 TAPCON OR TAPCON WITH ADVANCED 4"x8"(Min.)EXISTING -;•� I -��---�-- O-�"I- I 2 MIN. - THREAOFORM TECHNOLOGY WOOD BEAM REQUIRED li ,. r - - `-- -- - .-EDGE(IF APPLICABLE) W/1 i/2"Min. PENETRATION STRUCTURAL ADEOUACY - '`- OF THREADED AREA TO 1/4"0-20x3/4"S.S. OF EXISTING WOOD BEAM \ ' , PHILLIPS TRUSS HEAD TO BE CERTIFIED BY f'' ------- MACHINE EXISTING WOOD HEADER. 1 -. / - �..... ._ ✓' \ r a MIn SCREWS REGISTERED ENGINEER OR _ L - EXISTING WOOD (SEE SCHEDULE ON SHEET 15) I W 1 4"-20 NUTS ARCHITECT PRIOR TO - �- E r f _ TRUSSES O +'Yl7!/!IIllI .� 19 r•'ED -E(A, -'' ® 12"O.C. SHUTTER INSTALLATION EO/. 1/2 _ S _ 1/2 RAFTER CP 24" \�I I I I I O.C.REQUIRED Ihl I " I 1 oR 1S'� 1/4"0 TAPCON OR - �l�l\Vtt)�l', �. -! TAPCON WITH ADVANCED _ �., x _ STING SOFFIT .257" THREADFORM TECHNOLOGY ' I 11 •� 3/4"Max.THK. Mox. W/1 1/2"Min. PENETRATION r_.EO X EQ / �14x3/4 I-EQ -EQ / OF THREADED AREA TO r �. i ..___ tk4'xl/B"CONT.ALUM.TUBE EXISTING MIN 12"x4" i (SEE SCHEDULE ON SHEET 15) I I L _ S.M.S. (3)5/166 ALLOY)RE -- I I/ ® 6"O.C. I I ... _ 3)5/16'0 LAG SCREWS TO �! I OPTIONAL - , t EXISTING WOOD HEADER. / II I 11 or 13 or 1© I' �I HEADER REQ'D I I�I 1 I I•I� __.._.___Ol Or 13 or 15 i I!i �I LOCATE EACH RAF OR TER SCREWS AT MIOWIDTH OF EXISTING WOOD EXISTING--I n {{I I i I-..) MEMBER,(2"Min. NOMINAL GLASS III- _ MIN.SEPARATION TO GLASS I. I OPEN HOLE AT EACII • WIDTH)W/2"Min. ---(SEE SCHEDULE ON SHEET 11)---" I EXISTING I '.I ' S/1fi0 LAG AS SCREW I I AREA.CCEPT .VVALID FOR THREADED II _-_ �_ ,A I 1 AT CENTER OF TUBE. I I I ILLATI..-__ .._�......_ ____.-- I .... ..I-. I I M�AA.S.[NDE5IGN LOAD AND \I __, I I ITN.SEpAw,110N I I EXISTING I MIR gFlnana+ I ran W-O"MAX.SPAN.THIS 0 tIV WALL HEADER INSTALLATION I (- I �1 Goss—I ro (� I I INSTALLATION IS ONLY VALID 1FRTADE1919 1 OOR ♦ 1��mA I I FOR WOOD W/MIN. SPECIFIC - - _ ? - L- .__,._.__,J-� I ON SHEET IS FOR CRANTY OF 0.50 AS DOUGLAS 1-SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY O-(--B;AnLS(1)A, - I - 4 I ® MAcEsp U® I _I _-_(.'\DR ®♦ FlR OR SOUTHERN PINE No.2. BE T HV CEILING INSTALLATION \\''JJ N ANYNWAY TOESURNANY NSTALIATIONNm �. 1�___.- -, OR EQUAL. HV CEILI G NSTALLATIO G MIN.SEPARATION TO GLASS I-`-"-'--- TO ) ._ _� 15aED11 fLDEp ' ! SEPARATION I I (SEE SCHEDULE ON SHEET 11-- - I EXISTING 1 EXISTING O I I` SIW I 81Aa�B EaR 1 TO CLASS I I _.....,. �) I L. - GLASS © i (SEE SCHEDULE GLASS Ii . I.I ION SHEET 10 I I —6 (1 I 0 LOCATION L _ EXISTINGALTERNWALL- ANCHOR FINISH I I . __._II 3/B'I MIN GLAS_1/4' ©F 0�1 _.___...__ 'I 410 4. _- #10WASX R HEX I I —.I { -2x6"MIN.WEOD 7�_, Max. �,:! —WASHER HEAD TK DEC R___ 2'x6"MIN WOOD {,.. 3/e I ... ® 12"o c (NO NISK EO D DECK REQUIRED(NO T--- _ _ ALLOWED) IR { I j FINISH ALLOWED) SC l- --- -_ l ,. _EDGE _ 1 9J2 1 R _ L _ of y" I-.EO. IF CAE OF DECK - { DECK IF -EDGE OF DECK ' PPLICABLE - --- --E O _ APPLICABLE - - _ IF APPLICABLE \ I 1/4"0-20x3/4"S.S. E E0 1/4"0 TAPCON OR t 1" PHILLIPS TRUSS HEAD - 2MBV �- -- T '- - ,I 12"x4"CONT ,• TAPCON WITH ADVANCED Mr^• MACHINE SCREWS 4"0 TAPCON OR TAPCON WITH ADVANCED, 1 { SILL PLAT THREADFORM TECHNOLOGY W/ 1/4"-20 NUTS THREADFORM TECHNOLOGY W I - - r' ' I W/ 1 1 2"Min.PENETRATION 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM-.! i_ /1 1/2 Min. 2'MIN.--- REO'D :I / 4D 12"O.C. —2"MIN. PENETRATION OF THREADED OF THREADED AREA TO TECHNOLOGY W/ 1 1/2"Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE EXISTING WOOD HEADER, AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) -- (SEE SCHEDULE ON SHEET IS) SCHEDULE ON SHEET 15) OV HV WALL SILL INSTALLATION ♦euDEM1�ONN5HEETUSBE FOR O HV FLOOR INSTALLATION UX HV WALK—OVER INSTALLATION FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ��1t111�1I1 G �� 02020 TILTECO,INC. ©2020 EASTERN METAL SUPPLY, INC. au�H BERTHA H16TM `saQ�•'\,\G ENS:'•;��% �CO .,®aN, Accordion Shutter System No.441 7 = H.V. RAM#1 W/OR W/O IM WINDOW IXADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems CV.N DESCRIPTION DATE I DRAWN BY: M.P o'• STATE 0 6365 N.W.361h.SL,Ste.305,VIRGINIA GARDENS,FLORIDA 3316t Association, Inc. 1 OLD 17-107 /2/202 DATE: 7/2/2020 Phan. (305)871-1530 Faz (305)871-1531 4268 Westroads Drive z '9p•, "L e—mail:tllteco®ool.aom DRAWING No t ,• ORlO ,.•'�� CA-0006719 West PQIM Beach, FL 33407 3 20-1 64 \C^— �i,��FS'.. ' \aAV�� WALTER A.TILLIT Jr.P.E. 4 7411111ONA� Mt. SEAL/SIGNATURE/DATE FLORIDA La.R 44167 6 SHEET 6 OF 20 END INSTALLATIONS HV BLADE OR I-A) WINDOW BLADE INTO 2"x4" MIN, WOOD STUDS ,,-_2'14-WK WOOD 2't4*MIN.YIoUD STUDS REQD. I/. TAP.wooD�m (As APPLICABLE) )-CzoR V- D.C. Im. MENtLE) STUDS oRAIII.W.Ip•TEN IN 11 -ALL EXISTING GLASS - N sw" FINISH nmw 11 NO 'EXISTING CLASS �Ex-NG G— ILI 4ny.f.Q\1p�;r Gws L 112"NX COX NII,L su�wm =7­-- _­ -I� 7.SOR� TO GLASS(SEE —I Ir MIN.cox o,Os(� PLYNDOO. safmE ON q'w M& ToR IxADr 0— TO QAss(SEE "AASS($EE 11 TOR OADCOANO(SO ON soEvuE w SAVE, ON Slim 19 POR IL SNEET 112- 11 PON SI 1)A11 N= ON sw FOR SADM 0 a ALUM.CLOSER P, 4 ON 'R _Z i72-MIN. PLATE.(LOCAT5 nv AT E`D`ER .1. Fg) U. �az27 ybn t�� D.C. —.S TO AT V OR • AT OR I. SID DETAIL [�'J) SEE )I To, r CONNECTION SEE DETAIL X FOR TO 1= SEE DLtAfl.X FOR SIDE CON N SIDE CVm4EcvoN TO TRACOKS TO D14CKS Q) .0 @-(D ENO Q0NNEQT1Q&JjU&(7) END CONNECTION DETAIL END CONNECTION END CONNECTION DETAIL(A) -DETAIL uSDw • REVU)RED ONLY FOR SPANS GRrAXR DNR 12'­0* __GLASs 1 ANCHORS: 91.4/•S.M.S. EXISTING "/,1/:mm T .. PwETRTON To WSW SEPARVION 1/2'MIN. ♦ SEE LIMITATION .11—c ON 41- LIMITATIONS OF USE FOR BLADE ON 5 EET 19 ELITES(D& Al ,M7" .' r :N R U­ Qk OR(�DORCJ)OR z I @OR@OR&R(j3 VJEW 1'970 FI.ISN 214'.114.WO WALL_/.(01 L 0-@-0.0- STUDS ROD. @-(2)-0-0-0-0- END.CONNECTION DETAIL END-CONNECTION DETAIL 12 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone] 02ID21)XTECO.INC. Q 2020 EASTERN METAL SUPPLY,INC. ........... 13ERTMA HVT No,4416, Accordion Shutter System Z /17LFk c o ,N.. \ A1QZQ*.AM VLV. a-am#1 W/OR W/o KY.WINDOW MADE STATE OF TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems El DESCRIPTION -DATE- DRAWN BY: IV.P 355 N.W.36th.5L. Association, Inc. I OLD 17w-107 DATE: 7/2/2020 4268 Westroads MD?'iVe -2 West Palm Beach, FL 33407 DRAWING No ON '111, A NT L WALT CA-GO06719 —ER A."LLIT J,RE 4 20-164 FLORIDA Lic.111 44167 _5 E. SEAL/SIGNATURE/DATE 6 SHEET - 18 OF 20 -ct :�""©°"® • ZAL ILIMMATIONS AND CONDITIANS OF Ucv FOR RERIHA nHV RLAQ WORKING IN 1.MAX.A.S.D.DESIGN PRESSURE RATING;+110,- 110 psU. 2.MAX.SHUTTER SPAN:Bfi" 3.ALLOWED MOUNTINGS:A D, G&H ON SHEETS 6,7;AS WELL AS MOUNTINGS M,O,T.U&W ON SHEETS 16&17. ONLY CENTERMATES 2 (BOTH W/ 4 OR 2 ARE ALLOWED WITH 1 (q7 RMJCr Al OR 011O5 onU� j N I -- 4 OR 5 CAYOUT,ff l)USr BE .ONLY AT OSINIT EXTERIOR III SIDE OF OPP111G 16 oaC2O-_.. )! CENTERMA E. .__... _ ` n TYP.EA.END r s • • . /+ .0 n O 1111 `t 5.(A)HV WINDOW BLADE 1�SHALL ONLY ILL10W A MAXIMUM OF 5 OPENINGS r (3'0 HOLES)FOR 44 PER BLADE AT SPACINGS SHOWN ON SHEET 4. r 44� ---- MAX.5 WINDOWS -r (8)MIN.CLEARANCE FROM TOP OR BOTTOM EDGE OF HV WINDOW BLADE 1Q ALLOWED LA r I,"1, U (-') (°y OF ANY 3'0 HOLE FOR(f4}7 SHALL BE 12'. WINDOW EAT ® , \1 if �J OW LAST L BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE 1 on . o :oaa � THROUGHOUT WINDOW BLADE MUST BE USED ALTERNATE TO A SOLID HV B1Q LADE r 3 1HROUGHOUT SHUTTER'S WIDTH. (E)CEJ�ERMATES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID HV V �A BLADE 1 AT EITHER SIDE OF THEM. SEE END (F)POLYCARSONATE HV WINDOW®SHALL BE INSTALLED 50 TABS FACE CONNECTION __ '♦ . �' 'y /Tc� /Tt} rJ1' /T�� f� THE INTERIOR OF 111E OPENING BEING PROTECTED.HV WINDOW MUST BE DETAILS ON SHEETS I' 1=M6v 1,1 L.I i•1 Lr / U ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVIDED BY ASSA, 1 O& 18 TYP. - r' ' r r r V V VV V rr FULL HEIGHT. 'l i &;B� INC. 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME z YP rYP �'- (441i BUILDINGS ON SHEET 15,AS UNITED BY SPAN AND DESIGN LOAD(SEE NOTES 2 1 &2 ABOVE). $ � 7.SEE ANCHOR_,..g H R SPACING SCHEDULE FOR INSTALLATIONS INTO POURED I CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12&13 AS LIMITED BY ___ SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). J(SEE PLAN FOR REQUIREMENTS) I S.MINIMUM SEPARATION TO GLASS SCHEDULE,PER ASTM E-1996: TYP TOP&BOTTOM ® � ) W 1 2 on on E '] WIND ZONE MINIMUM SEPARATION TO GLASS_ _ ...__.____.. __.._..._... ...__.. ___... ...... UNDMITED WIDTH____.__ ...._.._..___ ...._._..__.... _._.__.. __............. _.__—_ 1 THRU 3 I' ELEVATION MIN.SMAR41ON TO GLASS -- — ---- -- EXISTING GLASS ,-S E SCHM-LE ON SHEET 11 FOR BLADE(D 4 6.25' AND ON THIS SHEET FOR BLADES Q&0A - ;',24� 5 TYP. SYM OCR CENIERMATES 21 W/2 OR 5 AND W/O (SE NOTE 4 ABOVE) PLAN TYPICAL (1 i HY BLADE WORKING IN UNISON WITH HV WINDOW BLADE 14 SUTTER* \��-- N.T.S. o2D2D 1LTEDD.INC. FLORIDA BUILDING CODE(HD02 High ER Velocity Hurricane Zone' �liT'% BERTHA HVTM Accordio n on Shutter System ` No,441 7 --- �' �Oic ® m H.V. BLADE#1 w/OR w/o Kv. w1NDDw MADE American Shutter Systems * TILLIT TESTING & ENGINEERING COMPANY y EV,N DESCRIPTION DATE DRAWN BY: M.P ° �w2v Association, Inc. 1 OLD 17-107 5'p•, srarE o 6355 N.W.36ih.SL.,St..305,MRGINIA GWDENS,FLORIDA 33161 DATE: 7/2'2020 D', F Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 ......... a-mall:tilt-0-1— West PDIm Beach FL 33407 3 DRAWING No GA-D0 ,9 20-164 '�\�L? -- WALTER A 067067LLIT ,Jr.P.E. 4 ��"'�I�niHl p�`\`SEAL/SIGNATURE/DATE FLORIDA Lic,p 44167 5 SHEET 6 19 OF 20