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Home My WebLink AboutProduct Approval Florida Building Code Online https://www.floridabuilding.org/pr/pr�_app_dtl.aspx?param=wGE. �-, ' �W BCIS Home Log In User Registration Hot Topics - Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links j Search Fdida p ` 1 Product Approval R: �.} USE Public User V Product Approval Menu>Product or Application Search>Application List>Application Detail ¢ FL# FL389-R10 -` Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 �(/�� (561) 209-8263 105 1 bfeeley@easternmetal.com �EVIEWED R® Authorized Signature Bill Feeley CODE OMPLIA Irodriguez@easternmetal.com STs L CIE COUNTY Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email y Category Shutters Fil"' con 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..Tillit,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 BLADEI ,pdf FL389_R10_COI COI_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 Ply Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE. T� i 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_RlO 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_RIO AE_PER_ASSA_BLADE3.pdf positive ASD load and 13'-0"for 35 psf negative ASD load the Created by Independent Third Party: Yes HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-11"for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf. See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)- Drwg 20-164 (top and bottom)for storm protection lts of Use Installation Instructions Approved for use in HVHZ: No FL389_RIO II DRWING ASSA BLADE1.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 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_BLADEl_2.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. Max. 16'-0"span at 30 p.s.f ASD load FL389_R10 AE_PER.ASSA_BLADE1_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 'eadc Nett Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.S_QgWight 2007-2013 State of Florida Percy y 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: 2 of 3 1/5/2021,5:00 P1V GENERAL NOTES: I. 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 EDn10N)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=O.BS, 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(D & �A BY MULTIPLYING THEM BY 0.6 IN ORDERTO 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 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS hM 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. 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 SYSTEM COMPONENTS 21-37 SHEET 3 ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL —HV BLADE() #0214.01-03.00715.01-03,01004.01-05.#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 CiD AND HV WINDOW BLADE (1-A 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 0 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()AND HV WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 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#14X275"AND#101.75"RESPECTIVELY,410—HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 kai 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—TS ALLOY IS 30.0 ks1 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 III-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 3D4 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 k.1 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 ksl MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE—WOOD SHEET 15 7,SEE THE FOLLOWING SHEET;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 S.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT 06779,582.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 SEAL/CAULK AREA 3: HV WINDOW BLADE ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/WVN 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 HO CENTERMATTS AND ENGAGE OR LOCK ALL HV AND HD LOCKS. AREA 4: HV WINDOW BLADE 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 1709.92 OF THE FLORIDA BUILDING CODE 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM's INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT 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 UFE 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(Non High Velocity Hurricane Zone,' il,lllµ i7/i 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY,INC. �oamc. BERTHA HVTM Accordion Shutter System I� . ® . . H.V. BLADE#1 W/OR W/O H.V.NINDOW BLADE No.44157 American Shutter Systems CY.N DESCRIPTION DATE DRAWN.8Y: M.P TILLIT TESTING & ENGINEERING COMPANY •N 6355 N.W.36th.St.,Ste.305.VIRGINIA GARDENS.FLMIDA MI Association, Inc. 1 OLD 17-107 /2/202 DATE: 7/2/2020 a'. T / d` w'� Phone:(30S)071-1530.Fax:(305)871-1531 4268 Westroads Drive s �. SATE F a °-n II:ull°co®aol.00m West Palm Beach, FL 33407 3 DRAWING No t o R( ��-- °CA-0006719 — 20—1 64 ••C?�F�`�� WALTER A.TILLH Jr.P.E. 4 1116AL/SIGNATURE/DATE FLORIDA Uc.H 441fi7 a SHEET OF 20 -. o-,Me c 2 0.454' Op 7�' 4.999' 4.371 (�)HV 99'ZjW STARTER C11)HV SOLID GLADV UNIVERSAL FLOATER QUALIFIED(WR USE W1 COVERED UNDER US�# 5458179 QUALIFIED FOR USE W/ HV BLADE @ 4 D C U HV BLADE DOW BLADE 6005-T5 ALLOY AND TEMPER CQUAUF1 D FOR-US W1 HV 6063-T6 ALLOY AND TEMPER -SEE LIMITATIONS OF USE OF BLADE @ ON SHEET 19 6063-T A L ALLOY EAQ TEMPER .37Y 124" Z_ 6063-T6 ALLOY AND TEMPER 065" JO 7 0-" 2.670" 1 ?1 8421r .670' 2� *q072 J B15' 2 092' nl 44§1 75* in —------- (7)IJV ADJ. ADAPTER W Z§L ___0.07V QUALIFIED FOR USE W/ HV KV IN.2 ALK—OVER TRACK BLADE T QUALIFIED FOR USE W/ HV HV TRENCH TRACK -1-.2 5-5" 17W_ DJ_ EL-0-013 I ACK 6063-T6 ALLOY AND TEMPER BLADE I QUAUFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 600-3-T TEMPER BLADE 0 ONLY. HV RAINGUARD 13LADE 01 6063-T6 ALLOY AND TEMPER "ALIALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER .2, VARIES BLADE(1) VARIES 1.936" 6063-T6 ALLOY AND TEMPER U6 % 6 _0113" e, In - - C g� OB3* 3. _.053" .3 _j:__O83* _"_083" 09 .1192 .125" too- W oqO' S".. -T _A60 j I sl� ' ' - 0 t'-) 'p, i��qj 1- !-m_-�. . - - -1 1 3.520 n1l HV CEILING' HEADERHV HEADER/SILL HD CEILING HE QUALIFIED FOR USE W/ Hv BLADEDONLY QUALIFIED FOR USE W/ HV LADE Q 14 HO OMLIFIED FOR USE W/ HV BLAOCCI)ONLY. 6063-T6 ALLOY AND TEMPER WALL HEADER/SILL SEE SECTIONS FOR VALIDITY- SEE SECTIONS FOR IDITY QUALIFIED FOR USE W1 HV 6063-T6 ALLOY AND TEMPER - 6 ALL TEMPER BLADE 0 ONLY 6063-T6 ALLOY AND TEMPER 4-.TI COMPONENT _7A 8 TI T2 i-_ - - Y t 2" 01 125" 2' 5-MAX.l va- I I/B- 3. 3- 0.090- 1�7 2" i 5"MAX.1 0.192"1 0.192' x 16 SIDE ANGLES CORNER ME QUALIFIED FOR USE W/ HV ALUMINUM ANGLES 2.5- 17"MAX.,0.190" 0-190" QUALIFIED FOR USE W/ HV BLADE QUALIFIED FOJ3,USE W/ HV BLADE Q) 61163-T6 ALLOY AND TEMPER BLADE(1)ONLY. 2" ;5"MAX.�0.139'10.131, 1 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' III III 02020 TILTECO.INC. ©2020 EASTERN METAL SUPPLY,INC. —BERTHA- -WV—T. E N Accordion Shutter System 1L ECO ,Nc. ®s, KV. MADE#1 W1 OR w/o KV.WINDOW BADE AS.&A REV._T No.441f 7 American Shutter Systems tZT DESCRIPTION BY, MR TILLIT TESTING & ENGINEERING COMPANY DATE DRAIN Association, Inc. 1 OLD 17-107 2/202C DATE: 7/2/2020 MS N.W.361h.St.,St..MS.MINIM GARDENS,FLORIDA 3316: 268 WastroGds Drive Z STATE 0: �'Lo'?_j Phone (M5)57I-iS30.Fox:(305)571-iSM 4 DRAWING No il:tilt. West Palm Beach. FL 3,3407 3 - -164 CA-D0671g 20 ORID .'!ZS 0 TLUT"p E. 4 WALTER 1, L? FLORIDA Lie.111 44167 SHEET Mt.'SEAL/SIGNATURE/DATE 2 OF 20 1/4`20�1/J' 1/4'-20 .-DIE CAST FLAT HIM 2.2 .743' 1 0.334' "FADED HOUSING ENAVEL S.S.M.5. BAKED PANTED (2 T)r.) IIE CAST OUSING ENAMEL BAKED PANTED M, E`- 6A,- 318" A4L N 54* *-4 (CH 0 F PLATED ® HV QUALIFFIEbV"SFW 325 DE g ONLY _I K 6063- Y AND TEMPER QUAOIED FOR USE W1 HV BLADEf 1p', N 0,.1 0 BY EGRESS LOCK ll)& 1 ONLY l�f".l_.__3'X'Q_n3L'. __j 4M:1 QUALIFIED FOR USE HV QUALIFIED FOR USE W/HV 6063-T6 ALLOY AND TEMPER 2 _Hy CORNER 11,11'I'VOLIAV BLADE(q D)& @ ONL BLADE 0& 0 ONLY, IFIED FOR USE W/ HV BLADE(DI ONLY 250"D.C. 6063-T6 AlIny AND TEMPER .5 1,756' ^2,07PLASTIC HE40 MOLDED TO SCR r EW ;J -360"AFTER RIVETING NO RE RIVETI 171 Ob Ze 'j-ODD 1/4"0--20 x 3le U.-THIJ IVNUT* 1/4"0-20 R -------- *SERIES 9444 ALUMINUM(2024-T3 ALLOY)LARGE FLANGE THIN & 711 SHEEPNUTSERT.PART#0820,AS MANUFACTURED EA'AVDEL PLAN FRONT ELEVATION Hy MALE-"T7 LOCK CENTMAII CHERRY TEXTORN,PARSIPPENY,NEW JERSEY 07054 OR EQUAL 27 INKER FOR 'IL 140-K-CE- NTERMATE QUALIFIED FOR USE W/ HV BLADE ONLY HV FEMALE "T" LOCK CENT RMATE BY ."T". LOCK ff ALTERNATIVE LOCK QUALIFIED FOR USE W/ IN BLADE@ONLY 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE ONLY QUALIFIED FOR USE QUALIFIED FOR USE W1 HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMP9) W/HV BLADE G)ONLY. BLADE ONLY. LEV, -Z Ze 063' .4321 THUM3TURN .21 .06 06 LYLJNDER O R- KEY CYLINDER I d .545^ rv+ m;' 0875"Min. & .405 ---r ROD #11I)LICENTERMATE W/ I , 31 XING LOCKING R 0 CKINC; 00 QUALIFIf IE USE W/ HV P LAI) i & A QUALIFIED FOR USE V_1_HY-4Z'LADE(I)&�IAI 0 6 _T6 ALLOY EM ER E'S INSERT j 6063-T6 A AND TEMPER 9.HD CENTERM&T Ir 1111N. '!U QUALIFIED FOR USE W1 HV BLADE (j� 6063-T6 ALLOY AND TEMPER t%.'B-`kCR'F CQUALP, _yY 1;07 (SEE DETAILS) THUMEITURN F CYLINDER OR KEY CYLINDER �157 Kirk.I I... '•M.. LOCKING RQDZ�, QUALIFIED FOR USE W/ HV BLADE I L,.)75'0 1/4"0 HD LOCK 6063-T6 ALLOY AND TEMPER HV 3/8" -16-. HV 1/4" 0-20-6151 304 By RECENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. 7 16 HOLE THUMBSCREWS INSTALLATION WILL REQUIR 7 C!IA EISCREWS ERIES-S.S. THUMBSCREWS QUALIFIED FOR USE W/ 14V BLADE(D& @ 0 it C PER EMBEDMENT QUALIFIED FOR USE Wl-gV- BLADEJ QUALIFIED FOR USE W/ HV BLADE(q FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone: 02020 TILTECO,INC. S2020 EASTERN METAL SUPPLY,INC. CC E BERTH—HVT. \V\CENF _. - Accordion Shutter System Z*: o_.44 67 _M�7C_: H.V. RAM#1 W1 CR W/O FLV.WNDOW MAX 171 L AS,S.Am -7/2/202( L American Shutter SystemsEv. DESCRIPTION DATE TIL IT TESTING & ENGINEERING COMPANY STATE I IF W55 N.W.361h.St.St,W3,MIRGINA GARDENS.FLORIDA 33161, Association, Inc. DRAWN 0 Ph— (305)571-1530.I"i(305)871-1531 4268 Westroads Drive ;41' e-mail;tilte.c..I.-M Z- DRAWING No 9 West Palm Beach, FL 33407 ...... ..�p CA-000671 WALTER A.TILUT Jr.P.E. 20-164 SEAL/SIGNATURE/DATE FLORIDA Lk. 44167, SHEET 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV 10, HV A 12 MIN r.L NCE 10 6%DE TOP .0625" 10 -C30 OGE EOGE 0A, 11375 HV BLADE 1 j'HV WINDOW EII-AnE 0625' ag, .(1)625" HV BLADE 1A BLADE'S .1875" y HV LONG RECESSED NYLON BUSHING . 1 1, ) i — .-44* KNUCKLE 0625) (TYP) 0.062q- HV SHORT RECESSED NYLON BUSHING C391- HV NYLON FIAT R1 N RI.750 HAT WASHER 1!1� (DOR rERIQR HV WHEEL CARRIAGE AJSI 302-303 SERIES j .47: X E1750' X @ 44; 0.870"x3/16" THICK NYLON WHEEL. '/8"MINI' FIV%'V-k>OW CLEAR : 0.188"0 AISI 302 SERIES S.S. RIVETS 1315'0 SEPARATION 3.0 ;' : m3.7500" BETWE N .0625,-1 . .0121 @ HV 1 3/4" ACCORDION PIN W/ #8 HEAD EXTERIOR i L-6 OLADE 5 3/4" S .0ON CENTERS V 2 3/4.' ACCORDION PIN W1 #8 ---- 1 75 .T1151", 4 2 1/4", %TEnB-LLQI&UQH H HEIN I D—* -14 lts-�_g CLEAR TYPICAL HV WINDOW BLADE 2-A� POLYCARBONATE IMPACT RESISTANT HV WINDOW ol iT —D o' POLYCARBONATE HV WINDOW DETAIL (D OR or N.T.S.i � NOTE FOR((SEE OR EO I IREMENTS) PaL—YCA-RBQNATF IMPACT—RF-$LSTANI-Hy_-WjNf)Q-W BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV-STABIUZED GRADE OR SABIC 12'MI N. 0 ICE TO E Elt M INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE "F" ON SHEET 9). oc� II (D OR 0 AT EXHIRIOR BLADE KNUCKLE FOR ELCF I Qlo� (1) HV PIN 0 SHALL ALWAYS BE USED AT ALL EXTERIOR POLYCARBONATE SOURCES TO LADE. T--. BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(j) OR EXTERIOR �LjCfflt.E R(B RESULT HV (3 B TYPICAL SHUrTER SSEMBLY N.T.S. 24" Tj HY PIN @2 OR (2) HV PIN (9 MAY BE USED IN LIEU OF (9 AND ONLY AT EXTRIOART —zz— EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ IIV , 9LADE'S KNUCKLE. (D oO.3 (SEE NOTE " FOR SPL—C.—F, Ast.D792 0.043 Ib/I,,' 0.043 fb/i,' BLADE WHEN CORRESPONDING 10 INSTALLATION "11", SHEET 7. REQUIREMENTS) Tyr. TENSILE Y D STIR—TH 111 FLE Ukk STRENGTH AT TIFID AT.0'90 12.1. 11,40. (3) HV PIN @ OR @ W1 1/2" O.D. 1/16" THICK S.S. WASHER t FLEXUR4 MODULUS ASTJ D790 340.000-.1. 345.000 PI.I. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, NOMID)ZOO D255 1.1`7-11,/'P 17 FF-N,/I1 SHEET WHEEL CARRIAGE DETAILSMOKEDE14DW Tx Z80 47.2 54.5 X VAXN.T.S. O.REMBLY LAYOUT RAT OF BURNING ASW D05 C-1 CLASS C-1 CLASS SELF IG NIGN ASM 01920 IG40'F G: ASTN'GIw TENT STRENGTH AFTER WEX1NDkfl ASF1%Jtl 93D7 p.'A. W40 TENSILE STRESS BEFORE WEATHDRING ASTM 638 5461 p..J. 8650-j. HV BLADE SOLID & I-A HV WINDOW BLADE DETAILS N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone: 02020 111-TECO,INC. 0 2020 EASTERN METAL SUPPLY, INC. BERTHA HVTfA \,\C EA Accordion Shutter System /-11L1E 6 ,N7\ A.S.S.A. KV. BLADE#1 W1 OR W/O RV. WINDOW MAX z NO. 44 6 American Shutter Systems REVw Ne DESCRUFFON DATE DRAWN BY: M.P TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 17-107 7/2/202C DATE: 7/2/202-0---1 1c, 6155 N.W.3E fi.St..St,.305,MRGINIA WDENS,FLORIDA 331 St ' STATE Ph— (305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 —ATE I F .- DRAWING No West Palm Beach, FL 33407 3 CA-0006719 WALTER A.TH-LIT Jn P.E. 4 20-164 1 FLORIDA UC.#44167 5 SHEFF L S I G N AT U R E D AT E 5 4 OF 20 1 A B D> s, ®• I f ; ,© *NOTES ON HV LOCKS AND CENTERMATES 5� M (nTa s r u i � t MANDATORY CONORION 11: ONE HV LOCK®or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BE,L�OW g2 OF SHUTTER SPAN FOR SPANS UP TO 105",AND FOR INSTALWIONSg ANY ELEVATION. HV LOCK(�or t MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO 1 OR in hi II I II 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 .Q R�`.,ox 1 I TYPICAL SHUTTER ELEVATION. 16 `�•,..1 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 OR Q_�SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. yr f II rJ I DB—NVB I 3. OPTIONAL COMMON (VAUD ONLY WHEN MMDATORY CONDITION 11 OR LIMITED MANDATORY CONCITTION Bpp i U_xyA_ - s !_I_ .-., f2 IS USED W/TWO H.V_ LOCKS)• LOCKING RODS ARE NOT REQUIRED AT�IURRICANE POSITION, BUT MAY v I ° g5o,tg.07 oB® "-' :-- 4��® BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS Sly OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. MANDATORY CONDIODN ONE HV LOCK® ®SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK 2( or®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, } 1 y ATTACHED TO @ CORNER CENTERMATE W/(2) 1/40-20 x 1/2"LONG FLAT HEAD S.S.M.S. TWO LOCKING RODS o xoc-xvc I I AT TOP & BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. I I MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 5 No VALID ONLY FOR HV I I%/SMETRICAL CENTER . g;,aoi QR 22 ; ONE ALTERNATE HV LOCK 26 MAY BE USED IN LIEU OF HV LOCK or FOR ANY SPAN AND - - lO `- -'---- -- - IN INSTALLATIONS AT ANY ELEVATION.ALTERNATE LOCK®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT ��) OF 1/4"0-20x3/4"S.S.THUMBSCREW TO®OR®CENTERMATES SHALL BE MADE W/ 1/4'0-2Ox3/4'ALUM.xp,D-I{Yp_ Ks��$ ov- D I i o � RNNUT AS SHOWN ON SECTION HVE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. MANDATOR/CONOOTON /3 FOR KEYSTON MO WTIN.INSTALLATIONS., ONE HV LOCK 0 or®or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP I j _ TO 96. AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK 0 or®or®MAY BE USED AS AN INSIDE OR I OUTSIDE LOCK,ATTACHED TO®or®SYMMETRICAL CENTERMATES W/(2) 1/4"-20 x 1/2'LONG FIAT HEAD S.S. SEE END ; , $, M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/ CONNECTION I, i � OR®TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON D F E L SHEETS 10 & l 18 TYP. FULL HEIGHT. 35,, OF CORNER `NOTES ON HV "T" LOCKS AND CENTERMATES: uNUMREO WDTx-._.._-. .................__. _._.... ... ... .. 1. SEDDND ALTERNATE TO MANDAMEX,CONDITION J1 VALID ONLY FOR HV-r Lorg(8b mam&=gb AND CENTERMATE I& ONE ALTERNATE HV"T"LOCK MAY BE INSTALLED IN LIEU OF HV LOCKS OR FOR ANY SPAN AND I STALlATION AT ANY ELEVATION. ALTERNATE LOCK® Y BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF LOCK®INCLUDES USING REINFORCING LOCKER , AS SHOWN ON SECTION HVG,SHEET 9, WHICH MUST BE 10 15 a© �.© 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"Ox 5/8' RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS 0 TOP AND BOTOM IS MANDATORY. OR *NOTES ON HD LOCKS & CENTERMATES: 1. HD LOGK(3i br/HD GENTFRNATES i31 OR(_32 W/r R ; ONE ALTERNATE HD LOCK(D MAYBE USED IN LIEU OF TYPICAL 1.1 HV BLADE SHUTTER ELEVATION HV LOCKS(2¢OR l2 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 5�4 TO®IS W/3 k8 x 3/8'F.H.S.S.M.S.,AND INCLUDES REINFORCEMENT INSERT j AS SHOWN ON SECTIONS HDB- AND HDC-HVC, SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS®5 IS COMPLETELY OPTIONAL FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone' IIIIIII 02020 TILTECO,INC. ©2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM \v\GEN, '''•��-. �+ Accordion Shutter System _ �o ® �Al c. ■ ® ®I ■ H.V. BLADE#1 W/OR W/0 H,V.WINDOW BLADE No.441 / - American Shuffer Sysfems UV.N DEscR,PnoN DATE DRAWN BY: MP *.; TILLIT TESTENG & ENGINEERING COMPANY 2 A990CIaflOn, Inc. , OLD 17-107 t >4 W55 N.W.361h.St.,SW.305,NRGINIA WOOS.FLORIDA 3316 //zoz DATE: 7/z/zozo - STATE 0 Phone:(3D5)871-1530.Fax:(JOS)871-15J7 4268 Westroods Drive z DRAWING No �'•, a—maC: OG05mu°I.cem West Palm Beach, FL 33407 3 20— 64 ORID7 �` cA-DocB7,B i ''tT'; WALTER A.TILLIT Jr.RE. A /�� !S ••••••• \\ FLORIDA Uc. "167 �.��,�`�EAL/SIGNATURE/DATE N 6 SHEET 6 5 OF 20 nw -CONCRETE ANCHORS POURED CONCRETE POURED POURED (SEE SCHEDULE ON OR CONCRETE BLOCK CONCRETE CONCRETE-. I REQUIRED J 1/4'0-20x3/4'S.S. REQUIRED REQUIRED - , }-. CONCRETE ANCHORS MACHINE SCREWS --,!..- FOR CONCRETE ANCHORS 17 8 OR SA EYS ONE(SEE MpONnxc®ON SNEE 7) (SEE SCHEDULE ON I W/ 1/4'-20 (SEE SCHEDULE ON SHEET 13) }` { SHEET 13) I NUTS• 12'O.C. Min .-.-1/4'0-20x3/4" S. I Min. EQ- -EQ r MACHINE SCREWS - EQ Ir EO -.I i - _:-. ( .. �✓ USING 1/4" 20 TS .-�9) -13) E. D.* 4 .250'Max .250'M C'ID.• i l•' / 1' I t l a C.D.. max. 1 i11 II.� 13 5 250" OPTIONAL M MN mvawaanal 1 , {'l L11 EBADE®__' 11 -._.(1,)OR I ' EXISTING _ __.._._ MIN. SEPARATION TO GLASS _ _ • Iy `J w sNFtT 19 rOR I , I (SEE SCHEDULE ON SHEET 11) 8 EXISTING ' CL45S—i g �aLI II-- i MIN. SEPARATION TO GLASS r , ____. 7 GLASS I 1 JJJiii __i I I 88 .. - ...._.. .�_.__ -11.._. ..'L.... ... .I. '-(SEE SCHEDULE ON SHEET 11) EX NG HV WALL HEADER INSTAL LATION .__ __ __.__. _._ - _._�.�_.. _._.L�... ©HV WALL HEADER INSTALLATION © L. OS! + LerV- ONE .. a.__..-_,. ._._.._.._........ ..-. _...I I. !.... _ .-..- I �. MIN.SEPARATION TO GLASS EXISTING -._...__..__.-... _ _ _ . .. GLASS—tMIN.SEPAPAMON I ! I I ,.� ,�R �• ,I III _...___..( E%I G� (SEE SCHEDULE ON SHEET 11 I o O o(YE I I I MIN.SEPARATION TO GLASS LASS h I 94 11 i R ESLADE(DAND d i`(SEE SCHEDULE ON SHEET 11) I ON SHEET 19 FOR I r t i t i I�A�maLiA I 9 EXISTING OPTIONAL. I CUSS--I I I I !!!+ ! + {{+ [o _ IHII \ I ilE.D i I I i 1/4' ' DIP I , rI/4'Max. . NMax. �_oOPTIONALonAL E0 � 1 ,1 ! 13 pRO E D• D _ - �; /2 ._ EO /✓ 6 �3�pR Q i Ep.) _` T 1 --CONCRETE C ` Fl� @OR �---I/4'0-20x3/4'S.S. , M n. -EQ�Ep_ PHILLIPS TRUSS HEAD 1/4'0 Ox3/4'S.S. PHILLIPS {1 21 0R 1 4 I 1MACHINE SCREWS USING , CONCRETE ANCHORS- ETE AN HORS )8 I`7^ 1/4'-20 NUTS® 12'O.C. 1, (SEE SCHEDULE ON I '--W HEAD MACHINE SCREWS (, W 1/4'-20 NUTS®12'O.C. (SEE SCHEDULE ON SHEET 13) Min. POURED CONCRETE - SHEET 13) POURED CONCRETE_.: - -' � CONCRETE BLOCK OR CONCRETE BLOCK !.CONCRETE ANCHORS RE ]RED WALL REQUIRED Up HV WALL SILL INSTALLATION (SEE SCHEDULE ON POURED CONCRETE .� SHEET 14) F HV W SIL ST 10 OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION NOTE-EQR-CQM9INATION-OESECBQNS: INSTALLATION DETAILS W/ 1- SEE SHEET 4 FOR TYPICAL SHUTTER * E.D. - EDGE DISTANCE ASSEMBLY • SEE E(BON S OF USE FOR 1,,1,.' H V BLADE 2-MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEEP 13) BLADE A ON SHEET 19 IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone \7�\7)�illlill �kxxA 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. KH BERTHA HV,. 111�1 E�co o ®�®�® Accordion Shutter System a No.441 7 - _ ItV. S.ADE q1 W/OR W/o RV.WINDOW BIAOE TILLIT TESTING h ENGINEERING COMPANY American Shutter $ySteR1S EV.N DESCRIPTION DATE DRAWN BY: M.P • � ww 8355 N.W.361h.SL,Ste.305,VIRGINIA GARDENS,FLORIDA 3318 Association, Inc.. 1 OLD 17-107 7/2/202 DATE: 7/2/2020 ' o STATE 0 — Phan.:(305)871-1530,Fox: 305)871-1531 4268 Westroods Drive 2 ��D'•, F e-moil:UltecoccoLc m West Palm Beach, FL 33407 3 DRAWING No cA-0006719 20-164 F ''•,....,.. 4 � \ WAITER A.TILLR JE.P.E. '''',a TONAL R AAA'\"SEAL/SIGNATURE/DATE FLaRIDA uc.y a4167 6 SHEET OF 20 CONCRETE ANCHORS SEJ4AAGONaN.SEPARAY 0. POURED E Al�OR EXISTING TO GLASS CONCRETE (SE SCHEDULE ON SHEET 13) TO GLASS(SEE J�TSCE SCHEDULE ON 11 FOR BADE SHEET 11) REQUIRED SCHEDULE 014 CLASS EDGE or WSW is SLAB IF '09 FOR D.' APPLICABLE EXISTING aim(1)&(to on SHE.1.1 i it GLASS- 7 ALTERNATE IIIEXISTING / III III I'IANCHOR CLASS "Ed IV I I ED LOCATION -#lOx3/4"HEX WASHER HEAD OR R(I 5) TEK SCREWS 0 12"O.C. EDGE OF SLAD IF ANCHORS APPL UE (SEE SCHEDULE ON SHEET 13) .IqD EDGE OF :V SLAB ir EXISTHI EDGE OF A' APPUCABLE i'..'"I . EDGE OF GLASS I: SLAB jr SLAB IF r APPLICABLE 'T POURED FLAT HEAD CONCRETE ANCHORS IIN SOPAIAGGH11 E TO CIAS!;(SEE APPLICABLE POURED ' CONCRETE-, , CORONET (SEE SCHEDULE ON SHEET 14) 11 PUT ELACE Zz.'�'� __1Z__,'': _-: REQUIRED I FIAT HEAD CONCRETE ANCHORS REQUIRED POURED L SCHEDULE ON CONCRETE M SHEET 19 FOR OR . O._.. a.— (SEE SCHEDULE ON SHEET 14) ETADIS(D&0 REWIRED @) TRENCH INSTALLATION VALID ONLY FOR UP TO +70, -75 PSF A.S.D. 01)BY WALK.—OVER INSTALLATION DESIGN PRESSURE RATING & FOR SPANS PER HV FLOOR INSTALLATION t SCHEDULE#3, SHEET I I 0 14Y CEILING INSTALLATION CONCRETE ANCHORSEIDGTUSS TO 0—S (SEE—MUI15 ADVANCED THREADFORNA EXISTING TECHNCL=OR 1/4'0 S EXISTING G1 AS 11 %_ FASIEHERS I—ER.ANCHORS W/ MAX. i T (SEE SCHEDULE ON 0'SHEET TO SHEET 15) 1/4'0 flV1 MILM TAFCON W/ EXISTING CLASS GLASS Ian. 'e" I 3/4"LIAN.EMSEDIOU 0 G' M—E..'Dx O.C.' P To'._0'SPAN AND 4' .FCORFOR SPANS LARGER THAN ; j MAX. Ir,11(SEC NOT 0 TET I 1/4, ZR.S IT A,Ei T Plox3/4^H IRE CONI SEALA`fT OR n15 R .'AD`ir L�121 Y I F L IGN. TEK Q 12' 14.3/4" HEX READ1/4 -2093/4 SE IRS 1/4 USING 1 4e-20 NUTS -CREWS 0 9'O.C. 0 12,O.C. OR -0 CONCRETE ANCHORS a 9,a. C. R 1/4 -20 S.S. M.S. W/ NUT o 9-D.C. (SEE SCHEDULE ON q EX15TING NON STRUCTURAL t2 00"MIN. WALL.TRIM(DECORATIVE -1 -OOF"DM SILL) 7)-H 7TCSHEET 14) l..' EDGE OF #14x3/4"F.H.5D.S. MIN. POURED CONCRETE IF SLAB I REQUIRED CONCRETE ANCHORS SIFF NOTE 13(b -SEE NOTE 13(b) APPUMLE' r 7/8 E 0 (SEE SCHEDULE ON ON SHEET IPOURED CONCRETE- POURED CONCRETE N SHEET I OR CONCRETE 13LOCK SHEET 14) OR CONCRETE BROCK REQUIRED REQUIRED KEYSTONE-MOUNTING INSTALLATION OPTIONAL POURED HY WALL FLOOR INSTALLATION HY WALL � MAXIMUM&S.O DESIGN PRESSURE:+64.-72 pat_ALALK—OVER INSTALLATION CONCRETE laiGMUM SHUTTER SPAN W-O' REQ W16GUARD INSTALLATION t NOTE, THIS INSTALLATION SHALL BE E.D. - EDGE DISTANCE t REMOVABLE WHEN PERFORMED SE UMITATIONS OF USE FOR STAN ADJACENT AN OPERABLE EXIT SHEET 13) To I-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON OR ENTRANCE BLADE.O�ON SHEET 19 INSTALLATION DETAILS WZ (1) HY BLADE ASSEMOLY"I 2- MOUNTING SECTIONS CAN BE IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE NonHigh Velocity Hurricane one (d)2020 EASTERN METAL SUPPLY, INC- 111�111 i�jp 02020 TLIECD.INC. 11% 10 BERTHA HVTM \\CEN Accordion Shutter System 11LIEC0111,11C. A.S.S.A. H.V. BLADE#1 W1 OR W/O H.V.VANDOW RAM No.44 67 American Shutter Systems 3M N. DESCRIPTION DATE DR AWN 3Y. M.P TILLIT TESTING & ENGINEERING COMPANY Association, Inc. CLOIC, DATE: STAods Drive "55 N.W.36M St.,Ste.303,MRGTNIA GARDENS.FLONDA 331W ZC F Phone (,�05)871-1530.Fax:(305)B71-1531 4268 Westro 2 DRAINING No e-mail tillecoVall-com West Palm Beach, Ft. 33407 3 —164 CA-0306719 4 20 WALTER A.TILLIT Jr.P.C. FIORIDA LIC.#44 1 67 5 SHEET L/SIGNAfURE/DATE 6 7 OF 20 1 SEE END WALL CON N ECTIONDETAILS ON SHEETS 10 & 16 SEE NOTES ON LOCKING RODS INSTALLATIONS Wf �11 HV ®� ET LOCKS®n,® IN EXISTING GLASS - AND ALTERNATE HV LOCK®ON SHEET 5. BLADE 1.DETAIL HVF IS VALID FOR ALL BLADE W HV CENTERMATES CENTERMATES APPLICATION WITH BLADED Qo9®ox©��®°p10 .Q3m OR / SEE END WALL CONNECTION (rEXISTING GLASS DETAILS ON SHEETS 10 & 18--', oii ----o-- -----------------L--- --- --- ---- ---------- ) —� 2'x2'z1 x0'-2' __ .. _ ..__� _ .__.__ _ _ -._ _ _. __ 6 1/2 7• (6063-T6 uLoy) ALUM. ' OPPOSING - --- ANGLE W/(2) ,/4'0 TAPED I SYMMETRYCAL ,! ANCHORS 0 CONCRETE (TOP/BOTTOM)h CENTERMATES CENTERMATES MIN. SEPARATION (4)#IOv1/2"S.M.S.TO TUBE . Y10x3d4'S.M.s.0 12' I I W HV LOCK (� or * To 13L SS dC.FULL LENGHi. 1 W AV r AT EACH ANGLE.(TYP) ` (SEE SCHEDULE 35* I —_ ON SHEET 11) 1 ; ex 1 ` _ �L + ® HVB ou HVA ��®w©.Om®� .>3� HV EXISTING L S r POURED CONCRETE OR ©'O+©°"©'O+ •._. �, ) 10 1 3°R 1©+©w REQUIRED CONCRETE OLOCK WALL EXISTING SYMMETRICALGLASS MIN.I� ry J MIN.SEPARATION , i ®'©°e09+O3oR1s+�5 � `cins" CENTERMATES I Q+1$oR1©+1�°R®•1�7w TOGvsS !rJ ' �) & (SEE SCHEDULE \`! 1 r �' WLtt�LOCK OPTIONAL l ,1_ —�w©�®—— # m (INTERIOR) +� ON SHEET 11) .i MIN. SEPARATION'. ® w ®` /�� ---- TO GLASS (SEE SCHEDULE C I N OPTIONAL .' __-_—__________._..__ _—__-.-___ _.—._-..___.___.. ON SHEET 11) '1 '—. (INTERIOR) Q—.—T GH \ VARIES: 16-o � i CDI VARIES ^•� w 31) �.._:� _ —_ __ ._...(� w ® C7 .. - .('J 1i w (•)•1� (OUT] SLAC_K..._...._-._. OUTS/ (EXTERIOR) HVE HVF** HVD FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, 02020 TILTECO,INC. ©2020 EASTERN METAL SUPPLY, INC. /44/r`0,,, BERTH/ H TM \,\r-EN A Accordion Shutter System No.44 67� � ® ® o ® H.V. BlADE#1 W/OR W/O H.V.WINDON MADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY: M.P "a' STATE F 202o W55 N.W.36N.SL,So.30.5,MRgNN GARDENS,FLORIDA 3316 Association, Inc. 1 OLD 17-107 7/2/202 DATE: 7/2/2020 Phone:(305)671-1530.Fax:(305)871-1531 4268 Westroads Drive z DRAWING No ��0�•. F(pR{ P `` �� °-moll:LIIee=°o°el.°°m West Palm Beach, FL 33407 3 ��. �'•••...... ,.••'\s CA-0006719 4 20-164 isONAI E Axe` WFFLLORIDA u wd 44167E s '717SH11111L�'L`� SEAL/SIGNATURE/DATE 6 SHEET OF 20 ALTERNATE INSTALLATION W/HV HIT" LOCK C OI HV MALE/FEMALE 'IT" LOCKS CENTERMATES LO �DE SEE ENO CONNECTION DETAILS ON SHEETS 4O & IR INSTALLATION (1) HV BLADE ouT - T� IN ` °°rn""AB` W/ HD CENTERMATES Bv_: BLADE 0 SLACK DETAIL HVF,INDICTED ON SHEET S. IN WELL AS UTHIS SHE FLOATING USE WITH T H&OTERN . I 6• J a 6 a 10• INDICTED ON THIS SHEEP,MAY BE USED YADI iM5 ALTERNAI- 1�l O•®a©• ©•©w INSTALLATION DETAIL HVG SHOWN IN THIS SHEET. END WALL -ONN CTION-----; i ©•O•©�'©•O•®°A DETAILS ON SHEETS 10 h 1e 10 (60G3-T6 A1DY)AAN. I © _ ANGLE WA2)1/4',TN'CON , yam• ® ((—J* ANCHORS To CONCRETE -�-- • ONAQ (TOP/BOROM)A, I �.. I-------- --' ---------I�-----_D4 m1 35 (Qe10xAT EACH ANCILE.1/2.6.1L6.TOITU6E ' ` a oa Fi LL UE GHT. ------- 3D HV �T"----------� --------PINS(ttP.) 'r\ --- I T a.. PINS(TYP.j''�i1-�I —I- -- ..__...� „ )I I ' , * I N (4)H.V. PI H.Y. _ -I--- NM.SfPAunaN 5 L� LOCK (INSIDE) r- 1 1...-3 3/e ........__�-. ..._ ... _ �e e 0.saH`�mt41 y... .. I L,- ---— - _ .I _ ----- ------ ------- -...I 6• ( .-_. � I ,, �5 ( 28 -2g lO �. .0 C3JOI132 31 OR(3 - 1/4" 0-20 x 1 1/2" S.S.M.S. �q). 35*- (w•nDNA*i) SEE NOTE 6 FOR HV LOCK , w/ 7/8"0 x 3/32" WINGNUT. (oPnoNu)HDB—HVB OUT HDC—HVC r LocK,ON SHEET 5. * 5YMMETRICAI.-HJZ QEXTERMAT-ES ©0 HV "T" LOCK (OUTSIDE) SMET�2ICAL HD CE I�ERMATES I-��(: yJL�3 y'' )LOCK_(EXTERIOR) '—LO�K_(lfsl t SERIES 9444 ALUMINUM u=* (2024-T3 ALLOY)LARGE FIANCE THIN ®w®�©,OwOw 10•®o, SHEET NUTS RT'TUR TURE PARE/ID AS MANUFACD BY AWELEL CHERRY ,PERSIPPENY,NEW JERSEY 07054 ©•OJ •©a©•O•®� TEXTO OR EQUAL J ..303 ..© SEE NOTES ON LOCKING RffOD��S®h NO LOOKS ON SHEET b UW<RSLL ELGATI NG BLADEQ DETAIL NDD-M'D 15 VAUD EDR AL CEMERMATES APMU NS WITH GUIDE IJ7 HDD-HVD** FLOATING STACK FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone it 02020 TILTECO,INC. ©2020 EASTERN METAL SUPPLY, INC. rJ —� A S A BERTHA terHVTM S �'�''••�'`�ENS ...y IL E C® ,��. Accordion Shutter System - ■ ■ r ■ H.V. BLADE#1 W/OR W/O H.V.WINDOW BADE NO.441 7 _ American Shuffer Systems IEV. Sk DESCRIPTION DATE DRAWN BY: M.P .' ��?� TIWT TESTING & ENGINEERING COMPANY c*: * Associafion, Inc. 1 o(n iJ-1oJ /2/z6z DATE: 7 2 zozo &S33 N.W.36th.S.,61e.309,VIR6INIA GROENS.FLORIDA 3316 // o'•, STATE C Phone:(305)B71-1530.Fox:(305)871-1531 4268 Westroads Drive 2 DRAWING No -m.a:UR.O.O.W.— West Palm Beach, FL 33407 3 D FCOR4 ��'�� CA-0006719 �� .G� WALTER A.TIWT Jr.P.E. 4 2O— 64 FLORIDA Lic. d 44167 5 SHEET ' S/ 1,5``SEAL/SIGNATURE/DATE 6 9 OF 20 ._.__._••.� --._._ -____-___ _ E _- CONCRETE n -POURED CONCRETE OR i / E - - BLOCK WALL REQUIRED - -- LOCK WALL REQUIRED --POURED CONCRETE _ _ _ _ OR CONCRETE POURED CONCRETE OR CONCRETE CONCRETE BLOCK WALL OR CONCRETE r-. I "� B REQUIRED /' BLOCK WALL REQUIRED EXISTING GLASS EXISTING GLASS ^I�. 2"MIN.' - CONCRETE ANCHOR- 1 r r -7 EXISTING GLASS EXISTING CLASS T 6C {6 O.C. �I _ I MIN.SEPARATION r 7 2"MIN.` .' TO GLASS(SEE MIN. PRAAON C i.I : MIN.SEPAFtAAON EQ. UK SEPARATION. EQ TO GLASS(SEE •� SCHEDULE MADE®D TO (SEE , SCHEDULE 0 SNEEf TO LASS(SEE .•� ,', SCHEDULE ON SHEET 1/16"x3"MAX. ON SHEET 19 FOR 11 FOR BIAD QAMU )?� I 11 FU BABE ON SHEET I 1 1 11 FOR BLADE QANO (6063-T6) CONT. BLADES & j ON SHEET 19 1/2"' - I ON SHEET 19 FOR -J ON SHEET 19 FOR ALUM. CLOSER �_ _ j BLADES m& 1 RADES m&QL� (LOCATE AT _ —_---_ BLADES @&Q) PLATE. (LOCATE. 1/2"1_i i ` �__�_� --_. EITHER SIDE I AT EITHER SIDE MIN./ _4 ;US I"OR 2"MAX. OF SU) L-.. OFQ) %1 1 I "1/2 MIN. '^—_�_1�'-....I I ---_-.-_1..: A I LICCLIP ANGLE "x0•-2" #10x1/2"S.M.S. I I� --- ALUMI M CLIP ANGLE I h�- #104/2"S-M.S, _____-� 16,O.C. I; _ ;` (606J 6 ALLOY)AT MIDHEIGHT,,- M 16 O.C. __ :.I �{ 1 �-� ° ----'I (1) ®1 x1/2"S.M.S.TOO& Nt ¢ ` 'Py (2)1/d 0 TAPCONS ANCHORS TO r / SEE DETAL X FO fJ--_- WAIL 1"O.C. (LOCATE AT I• -_. " • j SIDE CONNECTION )In DR �� EITHE SLOE OF O) ORI � --i O OR ® SEE DETAIL X FOR Ll DR ®� TO TRACKS an®m©•Qm© 10`®m SEE DETAIL X FOR;•®-�) 6+7 B 10 SIDE CONNECTION _n _� SIDE CONNECTION �°'O Om�mO ®'• l:/• 7Oay8 m10•®m TO TRACKS i�m'LT� V © 1Q•®O1 10•®m®•®mp•®•* TO TRACKS i 10v®m©•®m®•®m t`10•®m©•�m©•®"' ( 10•®m©'�®•®°' ©•0•®m©•O•®m ",f©�•�j •©m,t©('��•�_/Oj�•®m ©.O.@_&(D•®m ©'Oj •©"'©•O`®' ®'®m®•®m�•© C7•®O1�`u.:l"Ll'©m ®•®m©.®mO8•®m ®'®m®'®mO6.�m O.®m(�9•®..®• .. a. BO•®m® ®mom Om� ®'®m®'®"�'®mom ODE IL�3 E D 10 D END CONNECTION DETAIL 01 AND CONNECTION DETAIL 2Q f REQUIRED ONLY SPANS GREATER THAN 12-0" POURED CONCRETE OR EXISTING , -- -EXISTING GLASS CONCRETE BLOCK WALL - ------- REQUIRED GLASS 4 -5----- _ ____ _______------------- EAN.$EPAPAAON )J19F1/ I /„c• ,--ccc _ 1 IN G1EPAASS(SEE :- a 16"O.C. MAN.SEPARAA I r�•L____ SCHEDULE ON SHEET --- --'- ©OR®O @ OR 11 FOR BLADE OPND CONCRETE 1/2•'MIN. SCHEDULE ON(5 EET iW'"?-''`- ----- --_� ------ �ORO ON SHEET 19 FOR ANCHOR 6 __ 11 F SHEET OR BLADE AND OR I S 0 CONCRETE- __-- BU�m&Qb 12"D.C. 'EO' .� .. O 9.PDE5 mh Q� �_ OR � ANCHOR I r_1____ •...1/2"MIN._."-'�-' D a ti 6' _.. _1 2"MIN. -,�`.�-- _.! --_'— Ea�.� —�.--..___.. '©OR®OROOR 2"MIN. : 2" MIN.; ♦ SEE LIMITATIONS OF USE FO VIEW / '�_ —.--- BLADE IA ON SHEET 19 �ORQOR�OR�OR� E �_'- DETAIL X 1D OR p' I —_____ m®m©Om©m1D•®m END_INSTALLATION POURED CONCRETE OR --- ®p1©'U°"©°110•®°� 10•®�'©•�^®•®m CONCRETE BLOCK WALL 10�®m©•Qp•®m ©•O•©m©•O•®m �) HV BLADE OR (I HV WINDOW BLADE INTO REQUIRED ©•O•©m©•O•®m ®•�mC •Om0•®m G CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 50 O ®m0 ®m�`®m®'® END CONNECTION DETAIL© m®•® FLORDA BUILDING CODE(Mon High VeIOCRy Hurricane Zone 1t�111)( 02020 MLTECO,INC. ©2020 EASTERN METAL SUPPLY.INC. �'��W .: tl '' BERTHA HVTM T ''' Accordion Shutter System �. \CE SF' ��'i No.44 6 L = o L EGO eac. ■ ■ ■ ■ H.V. RAnE#1 W/OR w/o Kv.WMM eLAM do;• yY TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems ry•N DESCRIPTION GATE DRAWN BY: M.P : �/ esss N.W.sem.St..St..soy.VpGtNLA WDIENS.MORI9A Js16" Association. Inc. I OLD 17-107 7/z/202 DATE: 7/2/2020 'd•• STATE F 4268 WestrOOds Drive z Phan.:(30.__,15J0.Fax:(JOS)671-16J1 DRAWING No FOR) .-man:Ult.cobaal.wm West Palm Beach, FL 33407 s 20-1 64 Ste---- WAITER A.ALIT Jr.P.E. a SHEET �0NIAI��`1��SEAL/SIGNATURE/DATE FLORIDA Lic. 44167 6 to of zo Ix , SCHEDUll- S_G.N_w-LILE- 2 SCHEDULE 0 MAXIMUM SHUTTER SPAN' "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" MAXIMUM SHUTTER SPAN*"L+" (ft.). FOR INSTALLATIONS W/ OR 1-" (ft.) FOR OR "L-" (ft.) INSTALLATIONS 1NSTALLA7IDH IFGEND !199IES; CENITERMATES. ® & or or INSTALLATIONS W/ OPPOSING W CENTERt, CONCRETE & W/ ONE H.V. LOCK or or or WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN HD LOCK ®W/ NO L®KING®ODS� or ONE HV=LOCE�K -�o�® ® & W/ ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. CENTERMATES @& ®W/ ONE HV "r W/ NO LOCKING RODS ® OR W/ NO LOCKING WALL A, C, D, E. M, N, 0, P. 0, L-: MAX.ALLOWABLE SPAN FOR A GNEN NEGATIVE LOCK ® W/TWO LOCKING RODS ® TOP & (SEE NOTES t.ft) CODS MOUNTING UK & L R. S, & V. A.S.D. DESIGN PRESSURE RATING. (VALID FOR MOUNnNG 11 BOTTOM SEE NOTES t 1t SHEEP 7 (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR //�� ) FLOOR/CEILING G, H. I, 11, J CONCRETE&WOOD INSTALLATIONS V CONCRETE&WOOD MOUNTING T. U, W & X WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: uanWu ugrluuM ,P w. CONCRETE & M ASA DrSGN A. DESIGN 15 TI � as.D.DESIGN INSTALLATIONS GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING. PRESSURE WALL MOUNTING FLOOR/CEILING PRESSURE WALL MOUNTING PRESSURE DETERMINE MAXIMUM SPAN "L+"FROM SCHEDULE. RATING MOUNTING RAnNG & RATING FLOOR/CEILING MOUNTING(P.,-O (P P.I.) FLOOR/CEIUNG MOUNTING (P.-) OR GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, I.OR-) I.OR-) I.OR-) FLOOR/WALL MOUNTING DETERMINE MAXIMUM SPAN `L-'FROM SCHEDULE. L i (ft) L (ft) L i (R) L-(Xl) L f Il L-(8) (,; (ft) I L (p) O MAXIMUM SHUTTER SPAN "L+"OR"L-"FOR 30 OR LESS I6 0' 16 0 16 D 16'-0- 30 1W-O' 16'-0" 30 16'-0 i6'-0" INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE ----- - ---15 -` "-- --'— -- -'---- ----- ---- - 105 psf. A.S.D. DESIGN PRESSURE RATING. IM NIMUM DETERMINED SPAN BETWEEN "L+"AND "L-". 35 14-10' 14-10" 15-2" 16'-0" 35 14'-10" 14'-10" 35 15'-2 16'-10` 40 13 ,10 13 10_ 14 2 5' 2 40 13 10" 13 10 40 14'-2 15 2' 0) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR _ _ _ NTINGS 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 MOU 50 72'-5' 12 5" 12 6 13'-7° 50 12'-5' 12'-5" 50 12'-3' 13'-1" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: .__ _..-. ___-_._....._ _- _._ 55 IV-710" 11'-10" 12'-1' 12'-11" 55 11'-10" 11'-10' 55 11'-1' 1V-11" SHALL BE AS INDICATED ON MANDATORY CONDITION #2 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 60 11'-a' 11'-4" 11'-7" 12'-4' 60 11'-4' 11'-4' 60 10'-2' 1o'-11" NOTE}]5, SHEET 5. RATING: 65 -_ -10',-10'.,-,10'-10' 11'-1' -11'-ti" 65 10'-IO" l0'-10' 65 9'-5" 10'-1" DETERMINE: - __..-.._. ._._ __,_�___.__.__,.— .,__._.—_._.________ LI+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10 6' 10 6 -10 9 11' S' 70 0 6 0 6` 7D B'-9 9_4" L2+- MAX. SPAN FOR FLOOR/CEILING MOUNTING 10 1 10 4 11' 1" __75 __ 10_1 _10 1" 75 tt EXCEPT THAT MAXIMUM SHUTTER SPAN"L+"OR INSTALLATIONS. 9 10 _10 0 _10_'_9'_ __ _8Q 9 1_0'_ 9 1p`____ "L AND MAXIMUM AS.D.DESING PRESSURE RATING FOR FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 9-6' _ 9-9" 10' S" 85 _ 9 6" 9 6' "L-'AND MA INTO CONCRETE E OR CONCRETE BLOCK RATING: 90_ _., 9 3" 9 39 5 10' 1 - — 90 _ 9 3 9 3 SHALL BE LIMITED AS FOLLOWS: DETERMINE: - - -' 1- CONNECTIONS TO KEYSTONE MOUNTING Li-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 95, 9 a' 6 s 9 2 9'-t0 95 s o e s "-' LIMITED TO +64,-72 p.s.f. AND 8'-0' SPAN, SEE 100 6—gm 6 4' 9 0 9'-7" 100 B 9" 8 4 L2-= MAX. SPAN FOR FLOOR/CEILING MOUNTING -- -- - _._ MOUNTING MOON SHEET 7. 105 8-7" 7-11" 8-9 � �9-4"�- � -- _ 105 8-7` 7-1 t" INSTALLATIONS. _ 8 4' 7 7" _ 8 7 9'-2' 110 _g 4" 7' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 8 2 7 3 e a 6-11 115 8 2 7 3 MINIMUM BETWEEN "LI+'.'L2+", "LI-'AND `L2-" iz6__ .6 Q' -6 „ -6 2. ` 6--9 .. __ ,zo -.- 6 -- _. 6 „ SEPARATION TO GLASS SCHEDULE __ l 125 7 10" 6 6 8 0 6'-5 - _ 125 7 10" - 8 8 - 4 GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM --- ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 7'-8" 6'-5' T-10" 6'-1' 130 T-8" s'-s'' MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 T-T• _. .6-2'- .7T-9'- -7•_9"- .__13s ..._..7-T ..._6•-=2---- WIND ZONE SPACING. ?.4R_-- 'V-5 5'-11" T=7" i-8'._ - 140 -7r-5: 5-,i- ASTM E-1996 SEPARATION 145.___ 7'-3•.. 5,_9.- .7_5" ._ .- --- ias_ 7,_3. -5,-=9.-- TO GLASS 150 7'-2° 5'-7' 7'-4" 7'-0' 150 7-2: .._..5._7-"_ 155 7 0 s-s 7 z s-s 155 7 0 -5 5-- 1 TH R U 3 " 160 6 11 5 2 7 1 6'-7' 160 6 11 - 5 2 - ._. 165-- 6 10._. 5 1 - 7 0 6'-4" — 165 -.. 6 10 ....5 1 —. 170 6 9 4 11' 6 11 6'-2` - 170 - - 6 9 _. 175 6 _7,..- 4 9 6 9 6'-0 175 185 _._. 6 6 4 -e 6 a 5'-10 180 6'-6" 4-B- �1) H V BLADE I,. 185 6 5 4 6 .5 7 5-8 _-_ 185 6-5' 4 fi... __ _ _ . ..-_ .._ 190 6'-4" 4'-5" 6'-6' S'-6" 190 6'-4" ._ _. 6'-5" 5'-5" 195 6'-3" 4'-2" 6'-4' 5'73` 200 6'-2' 4'-2' .. ._.__._— ._... .._ ..174 . _.____ 205 s'-t'• a'-1' 6'-3' W-T' - -zos-----e•-1 "<`Ji'- FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 111 I IT111 P7j4 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY.INC. ...•• ••.../r BERTHA HVTM �� No `'� 1L E C 0 ,q- A.S. �,I�,s Accordion Shutter System No. 1 - - H.V. BLADE#1 W/OR W/O H.V. WINDOW BLADE TILUT TESTING & ENGINEERING COMPANY American Shutter Systems / EV.N DESCRIPTION DATE DRAWN BY:MLCW.L.G. —ENS.RDRIDA 3]f6 Asaocloflon, Inc. I OLD 17-107 /2/202 PATE: 7/2/2020 "o Ph-:(305)871-1530.F..:(305)e71-1531 4268 Westroads Drive 2 STA OF y90. F k a-mail:LiltecP¢PPl.com DRAWING No •. �0 IDP.•'a`� G-0006719 West Palm Beach, FL 33407 3 � WALTER A TILAAE Jr.P.E. 4 20-164 4/1",0N J�,EE 1/SIGNATURE/DATE FLORIDA U..y 44167 o SHEET 6I 1 OF 20 MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GIVEN MAX. CMITITER SPAN n D DESIGN NEGATIVE PRESSURE RATIN AND A CORRESPONDING MOUNTING TYPE FOR CONcRETE OR cONcRETE #TAPCON PAGIN E.END POURED CONCRETE SEE MOUNTINGS A B.C, �0 _ ON SHEET 8 POURED CON CONCRETE BLOCK CON OR w1xIYU (A)WALL N W� MOUNTING (A)WALL HFADER(i a'OUNTING WALL HEADER MOUNTING (U WALLS I!{OUNTING O WALL Sys(PUNTING (� OF WALL HEADER/SILL ITH ADVANCED SPAN (1 C141 OUNTING (ft) ASA,DESIGN MATNE I'll E RATING(ysl,AS.D.DESIGN NECATNE PRESSIRE RATING„pl ASD.Ol9C_N.., .,, MiRX.(Psl A.S.D.DMGN NIOATNE PRESSURE RATING el A50.DESCN NEGAINE PRESSMY R7JMG AS,O.OE9Q7 NEGONE PNFSSU RATING ,1 -C -'-- OLOGY.- " `�"' -- SOLID-SET JO 40 1 80 75 BO 120 180 205 JO 40 60 7S 190 120 160 205 30 40 160 75 B 120 180 205 SO 40 60 75 90 11201160 205 SO 40 60 75 9D 120 I60 20S 30 40 60 75 90 12 160 205 UE TAP 14 12 10 B B_ B 6 6 14 12 10 B B B 8 8 14 12 10 9 8 8 fi e 14 12 10 9 B B 6 - 14 12 10 9 8 8_ 6 5.5 e 6 B 8 B B 7 I5.5 74 12 10 9 8 �B 6 6� 14 12 t0 9 B E 6 6 /4 12 10 8 6 8 6 6 14 I2 10 6 6 8 e 6 14 12 10 B B -8 8 8 B 8 8..81 B B B B TAPPER4 OR LESS 14 72 i0 9 6 1 e 6 S 14 12 10 9 8 B e 0 14 12 10 9 e B B 8 11 12 10 9 8 8 6 ] 14 12 10 9 0 e 6 8 6 6 E B 6 8 8 6S 14 12 10 9 e e B 6 14 12 ID 9 8 0 e 6 14 12 10 B 6 B B 8 14 12 10 B e e 6 - 14 12 10 9 B B 6 8 B e e B B e 8 7 14 12 10 9 B e 6 1 11 12 10 9 6 8 6 6 14 i-fi- 12 10 9 8 8 B_ B 14 12 10 9 0 7 - 14 12 10 9 e 7 SS _ It B B 8. 8 7 5.5 4_ 4'-0 14 12 10 B B 8 6 4 14 12 10 e 8 B 6 8 14 12 10 9 B 6 I-e7 6 6 14 12 10 B B B Sb __14 12 10 8 _8 8 6 6 8 e e B 8 8 8 _8 14 tI f0 B B 8 45 14 12 10 B B 0 B 4 14 12 10 9 B B 6 6 14 12' 10 9 B 8 - 14 12 10 9 8 6 8 B 8 8 B B B 8.5 5 14 i2 10 9 9 6 8 4 14 12 10 9 8 5 6 5 14 10 9 Et B 6 1ii 12 10 9' If 6 1♦ 12 10 B 8 6 6 8 e 6 B B 8 7 5.5 14 12 10 9 B B 4- 14 12 10 9 8 B 8 J.5 14 12 10 9 B B 6 8 14 12 10 9 7.5 - - - 14 12 10 B 7S 5.5 e 8 e B 7 6 3 6 4 3 5'-0 14 12 10 9 e 0 45 14 12 10 9 a8 6 35 14 12 10 B 8 8 6� 8 14 1210 B 8 7 �-_ - 14 12 10 9 8 6 8 8 8 6 6 B B BB SEE ANCHOR 14 ,2 1D 19 B SS 14 12 10 9 8 BJ 4S /4 12 10 e 6 8 6 5 14 12 10 B B 3 - 14 12 10 9 8 7 g 8 y 1 _B B 7 5 4 SPECIFICATIONS 14 12 10 B 8 B 4 - 14 12 10 9 6 8 6 JS 1412 10 9 B B 6 6 14 12 10 9 6 - - 1{ 12 10 9 18 7,5 8 8 B B 8 75 5-5 1` ON SHEET 13 14 12 10 9 B__5-5 3 14 I12 11 9 B B 4S 14 12 10 9 8 B 6 6 14 12 95 7.5 4 1 - 14 12 9b 75 ES SS 8 8 8 7S 6.5 45 3.5_- 5.-Q 14 12 10 9 8' S3 - 14 12 10 B 5 B 4S 14 12 10 0 8 8 6 6 14 12 10 9 B 4 _ 14 12 10 9 B B 4 8 8 B 6 B 6 B 7S 14 12 10 9 e 3 _71 14 12 109 B e 14 12 10 9 B B 5.5 j5 14 12 t0 9 4.5 - 14 12 10 9 73 4 B' a 88 7.5 S.5 3 14 12 10 9 B 5 I- - 14 12 10 B B 8 4 - 14 12 10 9 8 8 B 5S 14 12 10 9 5� - 14 12 10 B 8 4.5 - 8 6 8 0 B 8 4.5 - 1{ 12 10 B 8 4 14 12 10 B B 65 S 14 12 10 9 8 8 8 _ 16 12 B 45 - _ 14 12 B 85 55 8 B B 63 35 q } _ 7'-0 14 72 10 9 e { 14 12 10 9 5 6S 3 14 12 10 .9 8 8 6 _ 14 12 10 9 8 - 14 _12 _16 9 B 7-I ti _6 _B B B 8 7.5 6 14 12 10 B 4.5 - 14 12 10 9 8 4 - 14 12 10 9 e 7 4 14 12 10 55 - 14 12 10 a 65 - 8 8 B 8 65 9 .3.5 -_ _._.. .. _ _ _.... ... ., _ ___. .._ _._. ._._ f __ _- _.i 14 12 10 B 7S 1-5, - - 14 12 10� 9 8, 6 - - 14 12 10 9 B B 6 - fi 12 10 6 - `- � 14 12 16 R.6 7 � B .e e B 1 7 4 14 12 70 B 55 3 14 12 10 9 B 4S - 14 12 10 9 6 6 -__- 14 11 7 14 11 7 55 35 - 8 8 7 5.5 45 S 714 12t0- B 56 - 14 12 10 9 B 4.5 1412 109 8 _ - 7{ 12 f0 7 4 -_ _14 12 10 9 B 3__ 9 8 a _E BI757 4,4 12 70 55 3 -I _ 14 12 11 e B - 14 12�10 B B 5S - 14 12 8S 3 _ 1 14 12 B.5 7 4 B e I B 7 55I 4 3- *SEE LIMITATIOBLADE @ON NS OF USE FOR _. .._ _ _ .._ _ .. `` - 14 12 10 e e - (- - 14 12 110 9 8 4 - - 14 12 l 1D 9 8 B - - 14 12 9.5 - 14 12 9.517.5 4.S - 6- 6 7.5 B 4.5 - - H 14 12 10 6S 4.5 14 12 10 _9 7.5 - - - 14 12 10 9 8 - 13 9.5 4 - - 13 95 6.5 5 - I- B B 6.5 5 4 3� 9'-0 14_ 12 10 BS 1 - 14 12 IO 9 7S - - - 14 12 10 9 B = - 14 12 10 5 - - 14 12 10 9 5b - B B 8 8 8_I 6S 6 _3 _ . - _ 1 14 12 BS 4 - r - 14 12 10 9 4.5 - - _ 14 12 10 9 75 - - 14 11. 4.5_- - - 14 11S 7S_I`6 - e e 7.5 8 5 4 - 14 12 10 6 -4_ 1- - 14 12 16 B 7 - '-- - 14 12 f0 9 B - - - 14 12 5 - - - - - 14 12 9 7BS - --9' 8 8 6.5 5.5E 4 - 14 12 BS 5 ]-1 - 10 9 1551. 14 12 10 9 B - - 1.5&S - _ 1 115 8.5 5.5 7.1�Prk - B _ 54.514 12 95 5 35 - I 1412 10 - 12 109 6 '7 I 14 12 10 5 - 8 8 e 8 8 7S 4.5 10-D 1412 35 3 _- 1 I - 1{ 12 IO fi�3 14 12 10 B6 I 14 10b } - 14 f05 7 - 8 8 7 SS IS JS - 14 12 9 4.5 3 - I((1- - 1{ 1] 10 915 - 14 12 10 a811- I - - 14 11 - - - - 14 11 7.5 - - - ..8 �8 7.5 6� 5 - 13 7 10 11•-014.. �2...4141210,- �12�f0 _ `. �.. 05 1Z5 10412�te .- 1 8i B�8 B 85� 73.5 = 14 12 7 _ 14 12 10 - 14 i 12 10 -- - _ _ __ 2 9S � _25 B5_ __ j i e B fi 5 4 3.._-.. _ _ ._.- 5- -4 - 14 12 BS - - - - - - - - - - 3.5 10 14 10� 7 8 e 7 5.5 4.5 14 12 5S - I{ 12 10 - I _ - - 14 12110 - - 95 7 - 9S 7 35 _- 12'-0 11 12 55 - 14 12 10 - _ 14 12 10 - - - la t2 4 t4 12 - 14 12 J - 14 12 6 _ - 14 12 10 115 85_ jI 11.3 85 4 _ 8 8 5.5 45 4 - - 11 12 5 - 11 12I10 - - 1♦ 12110 25 D I --f39 B3 49 - 8 B 8 5 _{ - 13,_O 144 12. _ __ I_ ;4i;i- l-- -12 = - i 1z-. I -��' „ ;? - - -a-fea Bq1 B5. 45 = _ (1i DE OR � HV BLADE - _ .. .. ,4 T2 10_5 S �_ 1-_ - IDS B 6 B 5 4.i 5.5 - f. 14 10 _ 14 12 1js 0.5 - - -B8 s.5 Isf- - 14 12 _ _ _ _ .=.. 14 1OW 13LADE 2 _ _ _ _ _ _ 14 12 1- .-- _ - _ '1 5 6 - 14 12 - - 14 12 - - - 14 12 - - B 3 1 B 6 - 6 6 4 3 - 14'-0 ,4 12 - - - 14 1] - _ - -_I. 19 ._14I - _. J, ,4 9 - _I- .B. Be_ 9..75.4 KING INDUNISON 14 7 - _ 14 12 - - i 1� 12� _ = 10 4 _ I .._ _ _. 10 7.SI - - 1i. -7.5 5 4 J - r WORKING 14 11S - - - - 14 12 - - - - 12 - - - - 0.5-4 - - D.5 6 I- BB 54 14±�- - 1 - 11 1 - 14 - - 75 - 75 15'-0 _. 14 _ I 14 4 - 144I e 14 - 14 - - -7 - 10 _..._ - _ 10 I S 5 J.5 3 e BB7 75 14 _ _ _ _ _ _..__ ._. 4_ _ -f e is ; a. _- I - ]4 - - 7 _ 7S516'-0 1{ _ _ 14 __ _ _ " B75 8 14 _ _ __1 1- 14 _ _..I_1-�_ - - 11 _�_.. - 9 5 _.- - I- _ - - 615, _ _ 1- 6 .'f _� 3.5 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, u111J111w � +''/,' 02020 TILTECO,INC. ©2020 EASTERN METAL SUPPLY, INC. ....... BERTHA HVTM ''�CCEN J9,= �s�� Accordion Shutter System fir.. '_ IL EC® TNT. No.441 I '/_ I{v. MADE yl w/OR w/o Hv 1MNDWJ BLADE %TXg_7�L�rf� TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems c,,N DESCRIPTION DATE DRAWN BY: N.P °*'• TdC yYY// Ass elation, Inc. I OLD 17-107 /2/202 DATE: 7/2/2020 o' STATE 63S N.N.36 h.51.,file.305,VRGINA WADENS.F ORID4 JJ16' t Phone:(305)871-1530.Far:(SOS)871-1531 4268 Westroods Drive 2 F <4`�C 0:Dlta=ooaw.co West Palm Beach, FL 33407 3 DRAWING No ,O C 0 R lC ` a CA-0006719 ... .. \`��r WALiTER A.0 LN Jr.P.E. S 20-1 64 ,1-1,E. SEAL/SIGNATURE/DATE 6 SHE 12 OF 20 SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES gc D DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUONG TYPE FOR CONCRETE OR CONCRETE B11V7f I'^r 1 I AlT •S (SEE MOUNTINGS E C,&H ON SHEETS e&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED WIICREIEJtoflCRIETE BImC POURED (A) TO EXISTING POURED CONCRETE:(Min.Vc-3 Kai) MAXIMUM E@WALL SILL MOUNTING ©CEILING MOUNTING @ FLOOR MOUNTING - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER.(Min.rc 3 Mi) 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. ro-3 la) (R) .OEGN NMATME PRESSURE RADII` pal AS.O.DESIGN NETAINE PRESSURE RANG SD,OEM KUwK PRESSURE RATING W - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min.f c-2 NaQ .. ..- - ....-_ _ - - IAPCON OR 30 40 60 76 BD 720 180 20S 30 40 601 75 BO 120 160 205 30 40 60 75 BO 120 160 205 TAPCON WITH ADVANCED - 1/4'0 TAPPER+ANCHORS 0.5 MANUFACTURED BY DEWALT,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECW.IY COMPANY OR ANY 14 12 10 B B e 6 5.9 74 72 10 9 B e 6__8 1a_ 12 10 9_ e _8 6 6 TITHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. Min.Vc-3 ksi THREADFORM TECHNOLOGY ( ) J•-0' 14 12 10--B B 6_ 6 6 14_ 1_2 10� 9_ B _14_ 12 10 9 8 B�-6� 6 ALL POINTS SOLID-SET NOTES: OR L65 i4 12 10 -B' B 8 e 6 14 12 10 9 B �8 e 6 14 12 10 B__B _8 6 6 BLUE TAP W CAP 0.7)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREFDFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 1Y 10 9 B' 6 8 7` 14 12 10 f8B E 8 14 12 10 B B B 6 8 / ANCHORS IS 1 3 4,AND FOR BLUE TAP W 1{ 12 10 9 8 7 5.5 3.5 14 12 IO B B B B 8 la 12 10 9 8_ B _6 5 TAPPER+ / /CAP ANCHORS IS 1 1/2'. -..__.._ ___.__ --___.._____.__. ._______.-_ _ 14 12 10 9 8 B 6 _6 _14 12 _10 9 B B 6 6 14 _12 _10 __9 _6_ 8 6 F. 4•-0' T4 12 to B -6 e a 4 I 12 16- B - 6- 6 4.6 14 12 111 9 0 6 3.5 A2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SCUD-SET ANCHORS SHALL BE 7/B'INTO THE POURED CONCRETE NO EMBEDMENT -- -- -0 ---IF INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHDULD STUCCO EXIST,AND 14 12 t0 B -e 6 4614 12 10 8 e 8 B 55 14 12 10 9- B B e�4.5 1'MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 B 75 5.5 SS 14 12 10 9 8 B 6 5 14 12 10 9 B 7 5 4 •SEE UY�AlI0N5 OF USE FOR 14 12 10 9 B 8 8 6 14 12 10 B 8 B 6 5.fi 14 12 10 9 8 8 6 4.5 BV E t(y, ON SNEEf 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 6 7 4 14 12 10 9 e 6S 5 35 14 12 1D a 6.5 S J.5 3 ANCHORS SFWl BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON - NOTES At)&A2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 i2 10 9 B 7,5 4.5 - 14 12 10 9 8 -6 6 4.6 14 12 f0 B 6 e 4,5 J.75 14 12 9.5 7.5 J�A- 45 - - 14 12 10 9 8 7b SS a 14 12 10 e 8 6 4.5 J.5 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. _.___ _.__.__..__. ___._._.._...._.___._____,_-_ 6•-0' 14 12 10 9 8 8 6 - 14 12 10 9 8 B B 5 14 12 10 9 8 6S 5 JS 14_ 12 10_ 6 7S 5.5 3_,_ 14_ 12 10-8.5 7 5.5 4' J 14 12' 8_6.5 5S 4_ J (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) to 12 16 9 B e - 14 12 10 9 18-es 5 3.75 14'-12 10 B.5 B 5 { - - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREAOFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUHDEX. 14 12 8 8.5 5S 3 - - 14 12 10 9 8 8.5 4.5 J.5 14 12 10 e 7 5 r3�- 3 - 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 7,_0 14 t2 t0 9 6 e - 14 12 TO 9 B 7 5 4 14 12 10 6 i 58 31/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 14 12 l0 a 6.5 4 14 12 O 7S 8 0.5 3.5 - 14 10.5 7 5,5 4.5 J.5 - - 1/4'0 TAPPER+ANCHORS Ras MANUFACTURED BY Df:YlALT,INC.,AND DISTRIBUTED BY ALL POINTS$CREW,BOLT&SPECIALTY COMPANY OR ANY ---_, 9. -'-` 0 - --' ------__ OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 12 10 BS 7 4 - 14 12 10 9 7S SS4 14 12 9 7 7.9 •.514 11 -7 55 4.6 - 14 12 10 a 7S 5.5 4 14 12 9 7 6 !4.5 J - NOTES: 8'-0 14 12 10 8 B 65 14 12 -10 6 e B _474_12 60 6.6.8y 6-35 B.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPGON, BLUE TAP W CAP ANCHORS AND TAPPER+ANCHORS IS 1 1 4 AND TAPCON /4 12 B.5 7 S.5 3 14 12 a BD 9S 4 3 2S 9S fi 3 4 WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. / / 14 12 9.5 7S e - 14.12 BS 8 8.5 5 - 14 12 a 8' 8.6 4 13 9.5 6-5 5 3.5 - . - 14 12 70 e_6.5 - 14 12 8 8.5 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 8 - - - 14 12 1U B 7.6 5 - 14 12 8.5 7 SS 49'-0' ------ -- - ---- ------------ -1�5 - ----.------_-.______ EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 5.5.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO SS S J,S - - 118 5.5 4.5 3.5 - - EIST.AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 14 _____._._.____......-___.__S-__..._ -__-.._ _. 14 12 a 6.5 4.5 - 1{ 12 8.5 7 SS 4 - 14 f0.5 7 5.5 B 4.5 - 115 85 SS 4 - 14 12 B 7 8 4S _ _ 14 111 7 55 45 3S _ B,3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 10'-D 14 12 10 B 7S - li4 12 10 Ie 66 5 14i12 8 6 3 4 - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES:ANCHORAGE SHALL BE AS INDICATED ON 14 1oS 7 s 3d - - i7 e5 655 4 S 10 17S 5 4 _] - NOTES B.1) &B.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 14 11 75 56 - - - = 14 11.5 B 6 5 { - P.6 9b 6 5 4 4 FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. AO.5 8 1 5 -_ - 14 12 IS.5.5 4 - - 13 10 6.5 5 4 3 - - 14 12 10 - _ - - 14 12 8 7 6 4b t4 18.5 7 fi.6 4.6 3,5 -__- (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 11, 12.5 9.6 5 - - ( 12 B 6 4.5 4 3 -_ -- 9 7 4.5 35.3 14 10 7- - _ --!�- 14 tliSl 7 5.5 4.5 - - - i.6 B.5 5b 4S 0.75 - - - (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS, 9.5 7 4.5 - - -_- i_ .-, 14 1IS 7.5 B 5 - - 12 B B 4.5 4 - 12-° 14 12 io = - - u 12 a s5 5S - 13 10 ss s 4 _I=_ EDGE DISTANCE VERgUS SPACING SCHEAS)lE FOR ANCHORS; 1.5 BS 45 - - - I- 11 8 5.5 4 35 - - 8 6 4 3 l MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E.D.LESS THAN THE INDICATED,REDUCE ANCHOR SPACING J.S 9S 6 - - - - - 13 9.5 6.5 i 5. 4 j- - - 0.5 8 5 4 - - -::-I- BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY 1ME FOLLOWING FACTORS. B BS - - 14 10,5 7 5.5 4.5 - - 71 H.6 55 4.5 J.6 - - - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. -14 11.5 .s_ _ 12 B FACTOR 195 e - .) - 1 10 7.-9 5 -a 3 - _ 7e ssj(--a' 3 - - ACTUAL TAPCON WITH ADVANCED BLUE TAP W CAP TAPPER + 25 8.5 I '12 9 a ss 4 9.5 7 5 a" _ = EDGE TAPCON EADFORM TECHNOLOGY �'POINT SOLID SET e e - _ - 1J 95 85 5 L __ -_10.5 75 S 4 D Q DICTANCE MIN.SPACING 14 12 - - - 14 10.5 7 5.5 - - 1T 8.5 5,5 4.5 - _ = E.D. MIN.SPACING-3' THR MIN.SPACING-3' MIN.SPACING- 3 1/2' MIN.SPACING-J' 3 3/4' 4' 14•-0' TO 7,6 -. __ ___ ______._9 7 ♦.5 3s =.7..5 3.5 ...J- -.'--__ DE POURED CO BETE& ��E WNC:7E SlOoK P URED CONCRETE BLOCK& POURED CONCRETE E B ETE&POURED 11 --e 5.5 4.5 _ _ _.___B 05!� _ ._.._____ MNED•31/2' MIN.ED.•21/2' MN.F.D.CONCRETE EZ-Ir 75 - 95 7 14A - 15'-0 ib .. - - --_ JS t0 65._- tas e 5 _ _ E----ii2 _.._ 090 1.0 __ __ _ ..- _ 084 _ 1.0 -._. - - B S 6S 4 - _ - 8.9 6 3 - .. ..-_ - �A -- 0.B1 , 1.D - 0 6T. .1-0 '- HY WINDOW NN.E0. J' MN.ED=3 1 Y MN ED S LADE WORKING '° o.7e 1 0 10_ - - -_`IO.5.B.6.. - - 8.55 a 'a - 1N UNISON ♦ oil_18555 - B BS 46 - -._ _.__ .. __._ _8 !. _IB6981 _ 11 45 3OJ5_ ___ -. _ 0.351 0 91-- -_.. _ 9.5 _ _ _ _ _ D.5 7. -5- _ _ _ _ 6 i 6- 4 - -I_ I_ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' /7 t,01 111)II �ils",A7j' 02020 TILTECO.INC. 02020 EASTERN METAL SUPPLY, INC. �?''�.cEr .No, S 4 67F' ® A BERTHA HVTM Accordion Shutter System ' �° C ® ENc. e ■ s RV. BIanEt w/OR w/o RV.wlNoow BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems 1 CV.N DESCRIPTION DATE DRAWN BY: N,P a' STATE F =5 N.W.360 .St.Sto.303.MRGINIA GARDENS,"MDA 3315 Association, Inc. I OLD 17-107 7/2 202 DATE: 7/2/2020 Ph-:(305)871-1530.Fox:(305)871-1551 4268 Westroods Drive 2 DRAWING No ."ZORI P..'�`� .-II:tittee-00 .com West Palm Beach. FL 33407 3 ;' ��NA �A VK`• WRORROA Le. 44167E D 20 �� YIUf1IIt1 L Rt&?1iEAL/SIGNATURE/DATE 6 SHEET OF 20 MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GIVEN MAX SHLJTrro SPAN, AS D DESIGN NEGATIVE PRESSURE RATING AND A CORR PONDING MOUh^TN TYP FOR CONCRETE OR CONCRETE BLOCK IhSTM I AMONS (SEE MOUNTINGS I,J.K&L ON SHEET 7) POURED CONCRETE POURED CO CONCRETE BLACK µM (I)WAUK OVER& 11 TRENCH U RAINGUARD MOUNTING (9)WALL/FLOOR MOUNTING ANCHORS SPACING I FGFND - I._ .,.I, .._. _I...,._ i OVER MOUNTING DESIGN NEGATIVE PIIFSSURE RAI01G I ASD OmcN NEGITNE mE4,7RE RuuNc A.SD OE9aN 10GTNE PRFSSURE RABxc AS.D.DESIGN KEG1TIVE TAPCON OR (N) J0 40 60M0n 1 90 7zo 1eo 2a Jo 4D s0 75 s0 Izo,60 205 so 40 flo 7s Bo tzo I80 z0s 0 a 7 R�TRG TAPCON WITH ADVANCED 5 so lzojiflO 2a5 THREADFORM TECHNOLOGY to tz T. B e B 6 6 1z 1z _72__I2 ,z_ ,,5 as s. 7 7 7 7 7 ss 5 5 5 5 5 5 I s 5 ALL POINTS SOLID-SET 3-0 19 12'-10 -B` B' 6^! 6 12 12 12 12 12 12 9.5 7, 7,.7_ 7_ 7. 7 7 7_'7 5 6- 5- -5 5- "g 5_.5_ ___.___.._____ ._..___._.___.___..___.__.___..._ __ 7R LESS 14 12 10 B e fl 6 s_ 12 t2 tz 12 10s e 6 b.s 7 i 7 7 7 7 7 sas 5 s s-s-s 6"S BLUE TAP t4 12 10 -9- 8- 8- 6_ 612 12 12 12 12 10 7.5 5 7 7 7� 7 7 7 7 75- 5-.5.._5...-5 `s...5.5- TAPPER+ 14 12 10 9 8 e 6 e 12 12 12 12 1.5 e.g B_.5 5 7 7 7 7 7 7 3.5 4 5 5 5 5 5 5 5 4 4'-0• 14.,_2 10 B 6 e 6 _6 12 12 12 12 12 9.5 7 55 7 7 7 7 7 7 7 7 5 5 S 5 - 5 5 5 14 12 10 9- 8 8' 6 �6 12 12 12 95 6 B 45 SS 7 7 7- 7 7 7 6.55S 5 5 g_ 5 .g 5.._,.5... 14 12 10 9 8 8 6 8 '12 12 12 12 10 7.6 5.5 -4 7 -7 7- 7 7 7- 7 6:5'_5..."5`-'6--'6"_5"-'5-'S`5- 14 12 f0 B e 8 6 6 12 12 12 11__B_ 7 5 _4_ 7 7 7 7 7 SS 4 J 5 5 5 5 5 5 { J 5•-0. 14 12 10 B B_ e 6 6 12 12 12 12 f0 7.5 5.5 4 7 7 7- 7- 7 77-7-- -5 5 -5 _5' S 5 `5_g`_ 1{ 12 10 B B 5 6 8 12 12 9S 7.5 6 4S 3.5 7--7 7 7 14 12 10 B B 8 e 6 I2 f2 12 9S B 6 43 7 7 7 7 7 7 5.5 q S S S I S S 5 5 4 14 12 10 9 8 8 e 8 12 12 1.5 9 75 55 4 3 7 7 7 7 7 45 S.g 5 5 6 5 6 45 35 - 14 12 10 B B 8 66 12 14 12 10 8 6 45 JS 7 7 7 7 7 7 7 755 5 f 5 5 5 5 5 E ANCHOR SPECIFICATIONS ----- ON SHEET 13 14 12 10 B B 8 6 -_5 12 14�B 6 5 4 3 7 7 7 7 7 55 4 3 5 5 5 5 5 4 3� 114'_1 127110 9 6 fl 6 6 12 12 10 B 6.5 5 .75 - 7 7 7 7 7 8 4.3 g 5 5 5 5 _5 4.3 14 11 10 B_ B B B 6 12 12 10 B &S 5 ]5 7 7 7 63 3B 4 - S 3 S S S 4 3 _-_ 14 12 10 9 B 8 6 _-6 12 12 12 6.5 i -6 4 J 7 7 7 7 7 7 "7 5 5 5 19 5 _5 f S ,5 7 7•-0" 14 12 10 9 B 8 �6 6' 12 10 e.b _5 4.5 S 7 77 7 6.5 SI 3 5 5 5 5 5 5 35 3 1i 12 10 a _8 B �5 s" 1s 12 a5-i bs` a 7 7 7 7 7 s 1" s" 5`_s 5 _5 s 4- 0 VAUD ONLY FOR UP TO +70, -75 1{ 12 10 9 B fl 8 - 12 12 6S 7 55 4 3 7 7 7 5.5 45 J 5 SS -_ 14'-12 10 9 e e 8 - 12 12 i6.S 7 6 6 4.5 3S 7 7 7 7 7 7 7 4 5 5 5 S 5 5 S 5 8 0 14"1i 10 a '8 8 0 = 12 a s 45 4 a _�_ 7 i 'i 1}y e s 4 - RATING PSF S& FOR ISPANSGN EPERRE 14 12 10 9 8 8 6 - 12111 7S fl 5 ,75 - - i 7 7 7.5 6 4S - 5 5 !5 3 5 4.s - SCHEDULE 3, SHEET 11 14 12 10 9 8 6 - - 12 1.5 7.5 6 5 3.5 - - 7 7 G.5 5 !4__. _-- - 5 5 5 S { 3 - - 9,-0, 14 12 16 8 8 8 __ 12 12 9.9 I6S S.S 4 J 7 7 7 7 7 7 8 J 5- 5 5 5 51 5 5- 5" 14 12 10 9 8 8 0.5 B 5 4 3.5 - 7 7 7_ 8_ 5 3.5 - 5 5 S5 5 4 3 - 14 12 10 6 8 Si - 12 10 6.5 5 4.6 - - 7 7 7 6.5 3.5 - - g 5 5 5 5 4 - - 14 12 I10 9 e e - - 12 05�7 55 45 3.5 - 7 7 5.5 4.5 39 - 5 5 5 t4S J.51 10 0 14.12 IIO B B B - - 12 11 85 e b 3.8 7 7 7 7 7 7 4S 3 5 5 S, 5 5 S 1.5 14 12 10 9 B B -_95 7 L4.,S S5 3 _ _ 7 7 j_BAS 4.5_ - 5 S 5 5 4.5�3.5 1412 1012 B I B 5 4 - I- 7 7 7 8 5 5 5 S 4S 5 14 12 10{9 I a 11 1 - 12 6.5 8 S 4 J I 7 7 5 4 3 -1 5 5 'A, 4 J.S - 11 0 14 12 10IB14 12 .f._8. 8 &5 BS 4 SS 43 35 _ _, -7 7 6 3 4 7 J9I S 5i5 S {- J �5 �4_ 1412 ,a9B6 - 77 ; 35bs _ 553651 HV BLADE ONLY 14 f0 9 8 1b 85 5.5 {9 3S - 7 7 45 JS_ - S_ 9 4S SS J - 12�-0•'14�12 _11 10 9 B._ I-_ - 12 B.5 8.5 5 4 3 - - 7 7 7 7 7 6 J - b 5 5 5 S 5_4D J3 14 12 f0"9 B B 6 4 S - - - - 7 7 5.5 4.5 JS - - 5 5 5 1.5 {_ 3 - -_ 14 12 16 B 8 - - 10 7.5 3 4 7 7 6 5 5 S 5 5 4 1{ 12 To B_ B OS B S 4 3.5 I 7 65 4S 3.5 1 - 5 S �4S JS S 13-0"�4 12 10 B B _ 15 Bs 6 45 JS I J_ 7 7 7 7 7 {45 5 3 9 5 _3 3 �4S 33 14 12 10 11 9 6 7 35 3.5 J N _ 7_ 7 14 12 10 -a B - - - 9 7 4.5 .75 - - - 7 7 SS 4.5 14 12 10 B - 1017.5!5 4 3 1- '- I- 7 8 { _3 - H 12 11 B - OS 6 5.5 4 J.5 - ri- 7 7 7 7 7 4 14.-0_14 14 10 B - -_ 65 5 !] I-, - 7 7 5 1S rf{ 5 5 5 4 l4 12 10 9 - - - - 8.5 6S 4 - - - I- 7 7 5 4 I- 5 5 5 4 14 12 10 9 7 45 35 S 7 5 JS - - 5 5 (35 3 _- 15 0 14 12 10 - 10 75 5 4 J - 7 7 7 7 6 5_ 5 5 5 5 4 -J 14 12 10 6 45 3 -" --- __ 7 7 45 J 5 5 45 _43.5' - 14 12 70 - - 7 7 5 6 5 5 1 14 12 10 - _ _ BS 6S_4 3b - 7 55 3.5 - - - - - 5 5 35 - - - M - 16 0 14 12 10 I _I - 9S 7 4.5 J3 3 = 7- 7 7 7 5 11 12 10 - ii 5 {.5 3 - 7_B 5 4 - - - - S 5 4 J_5 - -14 12 10 - - - - - 75 S.5 ,75 - - - - 7 7 45 - ilT1 +r 02020 TILTECO,INC. FLORIDA BUILDING CODE ®0 02 High ASTE VeRN METALySUP Hurricane Zone BERTHA HVTM � fT5L E C�.c A.S.S�A, Accordion Shutter System ' No,44167�- H.V. BLADE#1 W/OR W/O H.V.WINDOW BADE * American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY y Ev.N DESCRIPTION DATE DRAWN O1': M.P STATE F 6355 N.W.36th.St.Ste.305,VIRGINIA GARDENS.FLORIOA 3316 Association, Inc. 1 OLD 17-107 z/zaz DATE: 7/2/2020 %'f1••• Phono (305)871-1530.Fa::(305)871-1531 4268 Westroads Drive 2 F40R1 a .V:WO-0-1- West Palm Beach, FL 33407 3 DRAWING No //j//ss/•••••• "�E`" '�` 0005719 WALTER A TIU.R Jr.P.E. 4 Z C1-1 64 7j'VFF1F 011 A11 LIR �A�SEAL/SIGNATURE/DATE PLaRIOA Vic. 44167 a SHE OF 20 MAXIMUM A.S.D. DESIGN RESS R ATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING ) SCHEDULE FOR e GIVEN MAX. SH TrrFR SPAN, NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE. (SEE MOUNTINGS ON SHEETS 16& 17). ZES; U B !EE3TRATFEE- SOUTHERN PINE No. 2 W/ MIN. G-0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH SOUTHERN NE No. SPRUCE PINE SPRUCE PINE DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G-0.36 1/PLYWOOD DX pp2 W��MINFlR W/5, FIR NORTH FIR SOUTH MAIUMUM MI'tY G-0.0 W/ MIN. G=0.43 W1 MIN. G=0.36 SPAN(n) 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, O & R FLOOR MOUNTINGS WALL MOUNTINGS B.O. WALL MOUNTINGS 13.0. WALL MOUMINGS B.O.WALL MOUNTINGS W & X W & X W & X P & Q S &V S&V S &V .... _._ _....... _..-- _._.... _ .. _ ..__ ._. lSU Oml RMIAE It164R RUID(QQ SA MM 10AAE PWK ROER(y1Q SO.®t WAIT ITMK Tanta(A SO OW NW E FOM Mph(P4 kSO MnI®oM R44IE.. ....- _._LME _ s0 tl®1 RMdX HQgIYd RDNG(p� Sa av;1 NTAM R}1VIE R1BC(paJ D.D9d I�WM Rtm11E PA16 54®01 Rf#WT ra9)E B6N6 _ _ _ RUMN(4 gym.n7471 I%nR IFitVIS Dmx(yiJ 30 40 60 75 90 OS}0 I40 60 75 90 OS 30 40 60 75 90 __30 40 160 75 90 05 30 40 60 75 190 05 30 40 60 75 90 405130 40 60 75 1901105130 I40 60 75 90 05 JD I40 60175 90�05 30 40 60175 90 05 70'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 10 9 8 8 6 6 fi b 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 .___....__._. ____r__, ..._ 10 10 9 8 8 6 6 6 fi 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 72 12 12 12 1212 12 12 12 12 12 12 12 14 12 10 10 9 8 8 6 6 6 6 6 5.5 12 10 10 9 8 B 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 Ti 12 12 12 12 12 12 12 12 j2 j2,12- 0.5 .__ ._Ti- ____..___..__ ___._. __.. __._ __. 12 10 10 9 6 65 fi 6 6 6 5.5 Z'! 12 10 tO 9 B 5 6 6 6 .5 5 4.5 12 10 10 9 6 3.5 E 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 1Y 12 12 10 8.5 .. __. ... _ _,.__._ �.. __ ._._.. _..._.___.- . _._ _ ___ __ _ 1_ .__. _ 7'-0' 12 Ri 10 9 6.5 4 6_ 6 6 .5 4.5 4__12 10 ,10 9 5 J 6 6 6 5 4 3.5 12 10 10 7_3.5 - 6__6_ 6 5 4 },5 6 5 4 4 _- - 12 12 12 12 12 12 t 2 12 12 12 _12.10. f 2 12_12 0._5 8.5 7._5 8 0 12 10 10 7.5 4 5 3 6 fi 6 5 4 3.5 12 10 10 fi 3 5 - 6 6 5 LS 3.5 3 12 10 10 4 - - 6 6 5 '.5 S 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 J.5_ 6 6 5 5_S 3_5 3 12 10 9 4 _ - B 8 4.5 4 3 3 12 10 4 3 - 6 8 4.5 4 3 3 6 5 3.5- 12 12.12 12 12 0.'12 12 12 11.9.5 8.5 12 12 j0 _B 6.5 5.5 12 10 7.5 4_. -_ .B_ 6_..5.4._ 3 _ 12 10 8 3 -_ 6_ 6 4 _5 3 - 12 - ,3 _ _ - 6 6 4 ,5 3. 6 5 - 12 12 72 12 1.59.5 12 12 12 ;0. 8575 12 12 9 7 6 5 _. 10. 55. -..., .fi_ 6, 4,5-, __ 12 10 4.5__. ,._ 6 55 35 - - 12 10 --_- 65:5,4 6,-_-5 - 12 12 12 12 10 e.5 j2 12 12_5.5 8 7-12 12 86.55.5 4.5 72-0' ifil 4.5 - 6 8 4 _.. - _ 12 10 35_ - 6 5 3.5- - - 12 10 - - - 6 5 3S B S 12 12 12 1. 9.S B 12 ;2 11 85 7 6 12 �1. 7.5 6 5 4 - - 6 6 - - - - 12 10 - 6 4.5 - - 12 II75 - - - - 6 45 - fi 45 - 12 12 12 f0 6_.5 7.5 12 72 10 8 6.5 5.5 12.0. 75.5 4.5 4 - - 655 _ =12 7 � 5 - - 12I7 - - - 5.54.5 - - - - 6 3 - _ 1212 12 958 6 12 12 857.5 6 4512 9.565 5 4 3 12 6__ 12 12 11 9 7 5 5 2 12 6 5 7 6 4 12.- - - 6 - - - - - 12 12 10._8.56.5 4 j2 12 8 6.5 5 311.58.516-0' - 6 _ _ 14 _ _ b - - It. - 5 - 10 HV BLADE OR In HV BLADE W/ HV WINDOW BLADE WORKING IN UNISON* ♦Sa:Uw----S OF u5E FOR BLADE fly/ON SM 19 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL,FLOOR OR SOLID W000 SOFFIT SHALL BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PONE No.2 W/C-0.55(N.D.S) -1/4'a TAPCON ANCHORS,AS MANUFACTURED BY I.T.W.BUIIDEX W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLS FlR W/G-a.50(N.D.S.) EACH SECTION ON SHEETS 16&17, -SPRUCE PINE FIR NORTH W/G-0.43(N.D.S.) IXCEFTON:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G=0.38(N.D.S.) 2.ANCHORS 10 HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHAH CONSIST OF -MIN. 1/2'CDX PLYWOOD(1906 APA) LAG SCREWS AS PER NOS 2018 SPEcincAT1ous. 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, ((T+ ' 02020 TILTECO,INC. ®2020 EASTERN METAL SUPPLY, INC. �� ...... .C., �9� BERTHA HVTM =�P: EN _ A.S.S,A. Accordion Shutter System 44 67 _ H.V. BLADE#1 W/OR W/O FLY.WINDOW BLADE American Shutter Systems icv.n DESCRIPTION DATE DRAWN BY: MP TILUT TESTING & ENGINEERING COMPANY 53M N.W.36th.St.Ste.305.YTROMIA GARDENS.FLORIDA 331.. Assoclatlon, Inc. 1 OLD 17-107 /2/202 DATE: 7/2/2020 's a. STATE Phone:(305)B71-1530.Fa.:(305)871-1531 4268 Westroods Drive 2 DRAWING No �IDR P.•'•\ °-mpl6ppa°®71B'eOT West Palm Beach, FL 33407 3 •... 4 20-164 gsslON e1��EAL IGNpTURE/DATE WALTER A.7UIT Jr.P.E. FLORIDA Uc.N 44167 5 SHEET 6 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & if HV* BLADES AS APPLICABLE MAX, SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV 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 & BA WORKING IN UNISON TAPCON WRH ADVANCED THREADFORM TECHNOLOGY '-' i!-- 1/4"m TAPCON OR Wj 1 1/2'Min.PENETRATION 4• -VA WITH ADVANCED THREADFORM TECHNOLOGY OF THREADED AREA TO W/ 1 1/2'MI..PENETRATION OF THREADED AREA TO EXISTING MN SEPARATION EXISTING WOOD HEADER. . -- WOOD HEADER. (SEE SCHEDULE ON SHEET 15) I TO GASS(SEE OOR CAI (SEE SCHEDULE ON SHEET 15) 1 II � 1/4'0-2Ox3/4'S.S.MACHINE G SCHEDULE ON SHEET _ SCR W/ 1/420 NUTS 11 FOR BLADE maND i x ®12'O.C. ON St¢Ef 19 FOR SC "- I s' A V 1"MITI V. BLADES(D k 7 x EXISTING I < X1ff GLASS—fl I 1 I- 111 pR�$) n FINISH', NSFl - IZ FINSH •a}tt{ t11t1t}ISTING MIN. !t R(q�-2'x4`WOOD I I -Cl) R 1 - 9 EXISTING MIN. 1 1 HEADER REQUIRED O O -2`x4"WOOD 1 ` 1f'0 TAPCON OR TAPCON WITH ADVANCED p G HEADER REQUIRED IL! ,'1 �•I1 ,I,I' +It �� THREADFORM TECHNOLOGY W/ 1 1/2' EXISTING 8 MIN.SEPARATION l I i 9 } }11 V Min.PENETRATION OF THREADED AREA TO GLASS--I IN qps(TIFF I I I I - 1 1 ! f EXISTING WOOD HEADER. SCHEDULE �. I I MIN.SEPARATION TO GLASS I �I ` (SEE SCHEDULE ON SHEEP 15) (_—11 FOR BL 0AS0 _ -_ EXISTING '-(SEE SCHEDULE ON SHEET 11) p I GLASS—jl ! �. ....I� - 2'x4'CONT,SILL Wl SHEEP 19 FOFi I I! -_ _._._ , ,_._____ ..______ PLATE REO'D. fl BIASES m&® -_--- ------ ._---- ON HV WALL HEADER INSTALLATION ( HV WALL SILL INSTALLATION OHV WALL HEADER INSTALLATION a 1' _ I I MIN. SEPARATION TO GLASS _ . - .... p ._ ... 4SEPARATION TO GLASS _ I I III EXISTINGGLASS I 1XISTING (SEE SCHEDULE ON SHEET S - --' `t� (SEE SCHEDULE ON SHEET 11) I z ,1 EXISTING MIN. SEPARATION TO GLASS I I - Cl) GLASS- ' GLASS-J 2"x4"CONT-t SEE SCHEDULE ON SHEET 11 ( I F 1 11+( ) 1, 1/4"m-20x3/4'S.S. c WOOD PLATE I: : I 'a I MACHINE SCREWS REO'D. 1 1j4'0-20x3/4`S.S. I 1 USING 1/4'-20 NUTS .I,' I 1—•—�' MACHINE SCREWS W/ 12"O.C. ' WALL I 1/a'-20 NUTS® 12" O.0 FINISH :1y)OR® d 2 x4"CONT. 1 I 1ti I - .. °1 _. 1N ti-EQ? tUlt\U WOOD PLATE EO- - --- CO . I Min If:! 1 LI ,1 !! j( 1/4"0 TAPCON OR TAPCON WITFI ADVANCED t\7 1- r' ' OR® 1 I �I 1 t I I I III THREADFORM TECHNOLOGY W/ 1 1/2' 11 I 2 x4'CONT. l Mi..PENETRATION OF THREADED AREA TO 1 L SILL PLATE I EXISTING WOOD HEADER. 1/4.0 TAPCON OR 7APCON WITH ADVANCED I}I! I ! �1. 1/4"0 TAPCON OR NQIE: I REOQ 1 (SEE SCHEDULE ON SHEEP 15) THREADFORM TECHNOLOGY W/ 1/2- �-- �` \\ 1APCON WHH ADVANCED 1-SEE SHEET 4 FOR TYPICAL 1 ! ,._ III 1 Min. PENETRATION OF THREADED AREA INTO PLYWOOD ! I/2"MIN CDX� THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. WALL FINISH (SEE SCHEDULE ON SHEET 15) EXISTING MIN.2'x4" ' PLYWOOD REO'D W/ 1/2"Min.PENETRATION OF 2-MOUNTING SECTIONS CAN BE \` STUDS® 16'O.C.MAX._'� WALL F1N1 THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO } 1/2"MIN.CDX PLYWOOD REO'0. REODD.PLYWOOD TO BE (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. ®HV WALL SILL INSTALLATION 1-EXISTING MIN.2'x4"STUDS 0 16'O.C.MAX.REO'D. ATTACHED TO STUDS IN PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WITH SECTION 2J08 OF THE F.B.C. SECTION 2308 OF THE ©HV WALL SILL INSTALLATION •SEE LMyLanoNs OF U§OF F.O.C. BLADE 1 ON SHEET 19 ©H; WALL SILL fNSTALLMI N 02020IILTECD,INC. FLORIDA BUILDING CODE Non High Velocity Hurricane Zone ©2020 EASTERN METAL SUPPLY,INC. ullut�JFt %T BERTHA HVTM yaQ •Y�t�\�CNENS '•.'p Accordion Shutter System No.441 _�__, �• C ® �wc. ■S ■ ■ H.V. BLADE#1 W/OR W/O H,V.WNDOW BLADE TILLIT TESTING do ENGINEERING COMPANY American Shutter Systems Ev,N DESCRIPTION-10 DATE DRAWN BY: 2 CJSS N.W.361h.St,Ste.3D3,VIRGINIA GARDENS,FLOMOA 3316' A'BOCIOt1On� Inc. , OLD 17-107 /2/202 DATE: 7/2/zozD -O'• STATE 0. 4268 Westroads Drive 2 Phone:(J05)B71-1530.Fax (305)871-1531 DRAWING No "tORID \�' __ij:rlt_Q_j._. West Palm Beach, FL 33407 3 r� CA-OD06719 4 20—1 64 c\ HEET �iX�FS '"••••" '�a�` � WALTOR A.nWI'Jr..P.E. 6 SF�ONIA�1��`�SEAL/SIGNATURE/DATE FLORIDAFLORIaa m.R 44167 6 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR JD HV & g HV+ BLADES AS APPLICABLE MAX SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV SIME n ONLY SHALL BE LIMITED TO 105.0 sf. A.S D. DESIGN PR SSURE RATING, SEE SHEET 19 FOR MAX .-WALL FINISH SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 i 1/4"0 TAPCON OR 4"x8"(Min.) EXISTING �}jT - '- EO E - - 2 MIN.— .EDGE IF APPLICABLE 7 TAPCON WITH ADVANCED WOOD REAM REQUIRED. _ ,II THRFAOFORM TECHNOLOGY STRUCTURAL ADEQUACY ( ) - _ 1 W/1 1/2'M'n. PENETRATION 1 4"0-20x3 4"S.S. OF EXISTING WOOD BEAM ' I i OF THREADED AREA TD PHILLIPS TRUSS HEAD TO BE CERTIFIED BY '- C - - -- �'i i I EXISTING WOOD HEADER. - 1'- i 1 _ _i _ _ _ iv MIn. MACH NE SC REGISTERED ENGINEER OR'. (SEE SCHEDULE ON SHEET 15) WJ 1/4--20 NUTS ARCHITECT PRIOR TO .EOJ T" ED- /f I I 2 -' Yr ✓ 1/2 TRUSSESO24ENSTING D i3 7 IIJ/!/l!Y i EO-I-'Ell EQ-l- '-- ® 12"D.C. SHUTTER INSTALLATION. .,,_ ••' O.C.REQUIRED ( 1/4'0 TAPCON OR - ` TAPCON WITH ADVANCED EXISTING SOFFIT l -' y -3/4"Max.THK. ) - ,257• THREADFORM TECHNOLOGY ,��, 11 !•+ I I I( .L I,-1 Max. W/ 1 1/2'Min. PENETRATION EO Ed / 014x3/4 .G EQ EO - __ ,_. .1'x4k1/8'CONT.ALUM.TUBE OF THREADED AREA TO '' S.M S. - IF. -- II (6063-T6 ALLOY)W/ I ' OPTIONAL "-1 EXISTING WOOD HEADER. r' !I/ I ® 6 O.C. (3)5/16'0 LAG SCREWS TO I t I (SEE SCHEDULE ON SHEET 15) I (� - '11 Of 13 Or EACH RAFTER OR TRUSS. _. � {. _... ..;__� 1 I �•� 1. - -._._..>1 or 1©or 15 G, !3�1 LOCATESCREWS AT MID D H OF EXISTING WOOD �.EXISTING MIN 2`x4' - -" CJ I ) I I,.I OPEN HOLE AT EACH. t )! I WIDTH) MMin. NOMINAL EXISTING--i[ 1 ' GLASS (._ HEADER REO'D MIN.SEPARATION TO GLASS ____ I II E7115TING STUD TO ACCEPT I P TION OF THREADED '(SEE SCHEDULE ON SHEET 11) ` I GLASS—� I I X 5/16'0 LAG SCREW I AREVALID FOR E it 1 + �4 A7 CENTER OF TUBE. I W TIO S WITH 72psf I t ( I II MAX.AS.D.DESIGN LOAD AND Nut SENPA➢CN 1 EXISTING MN.ssaRADW+ 9'-0'MAX.SPAN.THIS �S HV WALL HEADER INSTALLATION I SQTO GLASSN(FORET 1_ I GLASS TO�(SEE 1 4, INSTALLATION IS ONLY VALID tt MULE BLADE mMD I508D144 a+96E7 I FOR WOOD W/MIN. SPECIFIC • I ON SHEET 19 FOR _1Q OR ® 'I 11 1rn -mAND GRAVITY OF 0.50 AS DCUGLAS .�_ex6ma®.I__ .I. I WSDIS(D&8 I ♦ON SHEET 9 FOR OR EQUAL. SOUTHERN FINE No.2. 1-SEE SHEET 4 FOR 1YPICAL SNUTTEN ASSEMBLY OT b,V CEILING INSTALLATION -- '1Cl)OR ® OR EQUAL. 2-MOUNRNO SECTIONS CAN BE COMBINED U 'HV CEILING INSTALLATION IN ANY WAY TO SUIT AJIY INSTALLATION, , NH SPMN W f _ _mil OR l f DABS ON SH { 11{ `'.J ® II MIN. I I _ MIN.SEPARATION TO GLASS r '1 t EaADE(D I -"{ TO SEPARATION �, EXISTING I w S&19 1tR I (SEE SCHEDULE ON SHEET 11) � GAS\\' era k� (SEE SCHEDULE {rt�1I I \ ION SHEET 11) EXISTING I CLASS 8 + I I I I I I 11 ALTERNATE.. y l ANCHOR 'LOCATION p WALL I(i- _-_-1 3/e"I Mwitlt ?.- #10x3/4'HEX CLA55—I I-2"x6"MIN.WOOD FINISH; I I I` I „"_I ©tt\7�-I ---- �.,; aJel ua7. -_.._....—WASH"cR HEAD TEK DECK REQUIRED (NO FINISH •. - -?' ---�310R 2'x6"MIN.WOOD I--�--� SCREWS® 12'o.c - _ ALLOWED) ,,III DECK REQUIRED(NO I - a! ;I FINISH ALLOWED) _ Fl I - - IJ2"I-- 1 N^ OF ..EDGE OF DECK WI -_•=5\lU\\\U\ 1l C -' 19 I i, EDGE OF DECK- --- ° _. -ED -fU J I = - DECK IF IF APPLICABLE o; -I . ,I IF APPLICABLE - _ - EO- Ed- _ _ APPLICA13 1 4'0-20xS tr'S.S. -' -- ,' - J TAPCON OR '- 1'_�. PHILLIPS TRUSS HEAD --2 MIN i .. ._ ,.. _ 1 I .. 2 MIN... .. Mtn. -' - 1/4'0 TAPCON OR TAPCON"WITH ADVANCED I TAPCON WITH ADVANCED MACHINE SCREWS ✓ L t 2"x4 CONT.�I 7µREA0FORM TECHNOLOGY W/ 1/4"-20 NUTS 1 4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM-' THREADFORM TECHNOLOGY W/ 1/2'Min. SILL PLATE W/ 1 1/2"Min.PENETRATION ® 12'O.C. / - -2'MIN. PENETRATION OF THREADED 'SILL ! " TECHNOLOGY W/ 1 1/2"Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER.(SEE --- I I I :I OF THREADED AREA TO AREA TO EXISTING WOOD HEADER.(SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) i 'IL,1 EXISTING WOOD HEADER. � � (SEE SCHEDULE ON SHEET 15) ♦SEE LIN TATIONS OF USE FOR �HY WALK—OVER INSTALLATION �V HV WALL SILL INSTALLATION BLADE�ON SHEET 19 OW �V FLOOR INSTALLATION FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY,INC. I - BERTHA HVTM\ZEN S A Accordion Shutter System �'� � E ® 1 H c. ■ m m w H.V. RAM#1 W/OR W/O H.V.WINDOW BLADENo.447 = , American Shutter Systems TV.N OF.SCRIPVDN DATE DRAWN BY: M.P TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 17-1D7 !/2/2D2 DATE: 7/2/2020 i o• STATE 0 V�� BXss"'W'3B1^ gL,s�.3os,vRcwu cARDEHs nauw 33te` 4268 Westroods Drive 2 Phony:(305)871-1530,Fax:(305)871-1531 DRAWING No --��0�'• "tow , ��y��` a-maI ICA-II West West Palm Beach, FL 33407 ` 20-1 64 �4'S'•....,..• WALTER A TILLIT Jr.P.E. g SHEET /2NA� iy\\�+'`�SEAL/SIGNATURE/DATE FLORIOA DC.R 44167 6 17 F 20 END INSTALLATIONS HV BLADE OR WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS -2'. IR WOOD STUDS REDO. 2.4'MIN.WOOD 2*x*MIN. SIM REO'V. 2W MIN. • (AS�LJCAULE) 0"'SMM WOOD MOS. (AS�PLJCABLE) W&1 1/2- ETRA111".17.. .M1 MOS OR W/MIN.I/ 0U. FINISH J 1 21 F`ENi:TRA11ON FINISH EXISTING GLASS TO2 Cox J. PLYWOOD IF MOS MST NO EXISTING CLASS MISTING GLASS MSTNG GLASS "LT 1/2'M Cox PLYWOOD a.MN. 1pl suff4m --I COX I/V MIN.COX TI,-F�L CLAM' TO�(ME FILYINDOO. • To G"SS(SEE s�.9w 7,t� E ON 11 FOR OLACE(DANG I FORT ttAGI my"GO). ONSHEET Is FOR --j 91 l"'FOOLLEa�O MID IT FOR RADE(CAND ON SIM 19 FOR (,EC.X;")CCNT. =-;'1"/2-4H.C. ON SHEET 19 gR amas a)&0 ER, 111DOO. RADICS 0&(D ONSHEEr OFOR eLAGEl(j). Fl_ALUM.a W`JU. L LA.(L1=1mk 1712'MIN. AT.S* '41'2 I 01.012' S. 4'` YtoTO AT I�0 Cirurs n AT 4 -J SEE OLIAL 9 F04 R SUE CONNECTION LLL T To SEE M&L I FOR .IN 1.110.1 MOE SIDE COON TO TRACKS ON To TRACKS 9.9 3' END CONNECTION DETAIL(7) END CONNECTION DETAIL(A) END CONNECTION DETAI END CONNECTION DETAILM.F. • REOURED MY FOR VANS GREATER 14N 12'Q'I 2'.4' 0 MOS 1/4-1 TAFCON AN 1/4*0 W �,CON ANGNIO #1 1/2'SMa W/1 6 O.C. SUWV" M 127 D.C. p .0 ENETRATION 12: TO Cuss ♦ INS OF USE FOR 1/2-MIN. .V.0 OR SHEET 19 11 FOR�ODAND SCRARO'C'M , r _I �IsEE ON�19 FOR, n=:I. sNEEr C6 'LL__.I D'I > ;P)OR 080n 31ON I WTO Orr I --- -- 4 ---_' 4 , QpR JA 5 1 (4), (6':.08ORCJ)CR Vn------ bo,@-R(9*9 VIEW ,IALL nNw 2,4 VV00D/ WALL STUDS REQD. .- FHGMI BAN DETAIL.X END CONNECTION DETAIL (0 END CONNECTION DETAIL 12 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) 02020 TUECO,INC. 02020 EASTERN IALfAl_SUPPLY,INC. BERTHA HV,. No.4416 Accordion Shutter System 11LIECO .Nc. A.S.S.Aw RV. MADE#1 W/OR Who RV.WNDOW MADE z American Shutter Systems ?M N. DESCRIPTION DATE ORAWN BY; MP STATE OF TtLLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 17-107 DATE: 7/2/2020 0355 N.W.3ah.St,St..303.W INIA GARDENS,FLMDA 331W (305)871-1530.F..:(305)871-'1531 4268 Westroods NeFive 2 -DRAWING No e-mail:tilt...C..I.— West Palm Beach, FL 33407 _3 q� "0 CA-0006719 20-164 WALTO 0,'n 4r,II.E. 4 0 FLORIDA L!cLU#T 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 16 OF 20 MA�� pAy� Ill bI 3 I5� ©-g • CENERAI LIMITATIONS AND GONDRIONS OF USE FOR IR RTHA ( HV PLADIF ACCORDION SHILITEM Fm WORKING IN A O © Y `Y Y Y `1 135"7 1.MAX.A.S.D.DESIGN PRESSURE RATING:+110,- 110 pa.f. + 2.AIAX.SHUTTER SPAN;88" 1 3.ALLOWED MOUNTINGS:A, D.G&H ON SHEETS 6,7;AS WELL AS MOUNTINGS M.O,T.U&W ON SHEETS 16&17. E � ONLY CENTERMATES 21 '2(7�(BOTH W/ SI OR VI ARE ALLOWED WITH �21� 4 OR 5 (}7�AR ED IN A SYMMEiWCAL OR OPPO NC IA`y+0"Ur.IN CASE OF Opp IN. IAYCUT,N¢/C5�)MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF J CENTERRMATE. TYP.EA.ENO 5.(A)W WINDOW BLADE 1@ SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS • ° ,' (3"0 HOLES)FOR®PER BLADE AT SPACINGS SHOWN ON SHEET 4. ,b41- n nn nn /� n TOP OR MAX.5 WINDOWS .a - _ ♦ / 1 ! 1 ! 1 OF ANY 3"0 HOLLECFOR•�SHALL BE02'. EDGE OF HV WINDOW BIPDE 1� ALLOWED AT ITV U u U WINDOW BLADE© (C)FEET OR l9iT BIP➢E COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW e(A0E i ' 'V • (D)HV WINDOW BLADE @ MUST BE USED ALTERNATE TO A SOLID HV BLADEO7 I THROUGHOUT SHUTTER'S WIDTH. s (E)CE�[(ERMATES SWILL ALWAYS BE INSTALLED ADJACENT TO A SOLID HY I 3¢ 3 U BLADE(1JAT ERHER SIDE OF THEM. (F)POLYCARBONATE HV WiNDOW®SHALL BE INSTALIID 50 TABS FACE SEE END 9 THE INTERIOR OF THE OPENING BEING PROTECTED,HV WINDOW MUST BE CONNECTION _ •• °� 2 I,"1 1,"l 1,"U U I,-U 1, 1 NNCLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROD BY ASSA. DETAILS ON SHEETS M 1./ VV V t/ 1J ll To&16 TYP r` - — ling FULL HEIGHT. - $ 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONSINTO W000 FRAME BUILDINGS ON SHEET 15,AS UNITED BY SPAN AND DESIGN LOAD(SEE NOTES i ® YP �- f44 C'a 2 g Wry 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED 1v �a CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12&13 AS LIMITED BY 1 SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). L_._.. B.MINIMUM SEPARATION TO GU55 SCHEDULE,PER A511A E-1998: (SEE PLAN FOR REQUIREMENTS) 1 �1 WIND ZONE MINIMUM SEPARA7ION TO GLASS D H l3$ TIP TOP&BOTTOM IN -�,)21 oR®O6) "VJ --- .. _._-_ _ ._.. -_ _ .. _ UNUMITED WIDM-__.__._ ___.__.___..___.__^.______.._ _.__.._____i 1 THRU 3 1" M.N.SEPARATION TO GLASS ` ' EXISTING GLASS ELEVATION� I 4 6.25" .(SEE SCHFDLAE ON SHEET 11 FOR 91DEm —.-— ! AND ON MS SHEET FOR BLADES O&�A T{2 "© \ AND W/ Q TPP. A 2 OICAL 5 EP1TD MATES 21 ® W/O (SEE NOTE 4 ABOVE) PLAN�` TYPICAL 'L HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE JA SHUTTER* ---- ' N.T.S. FLORA BUILDING CODE(Non High Velocity Hurricane Zone' , 02020 EASTERN METAL SUPPLY,INC. ,/,,,,, 02020 TIL,EGD.INC. BERTHA HVTM :00`�P\'��CEN `•.��-, S a7 A Accordion Shutter System No.441 7 c� 1 L E C ® INC. tg e f s H.V. BADE#1 W/OR W/O H.V.NINDOW BLADE * * - can Shuffer Systems EY,N. DESCRIPTION DATE DRAWN BY: MP �.. TILLIT TESTING & ENGINEERING COMPANY STA 0 � ssoclafion, Inc. I OLD 17-107 T/z/z0z DATE: 7/2/2020 6JS3 N.W.J:( 5)71 JOS.Mfl R. GARDENS.FLORIDARORIOA]]161 Phone:(J0.5)871-15J0.Fax:(305)871-1531 4268 Westroads Drive z DRAWING No e-nwl1:❑110-9ue1— West Palm Beach, FL 33407 3 %�TFS.... ..D �� CA-0006719 A 20-164 Sj•' •G WALTER A.71LLIT J,P.E. 5 SHEET SEAL/SIGNATURE/DATE FLORIDA Lie. N167 6 19 OF 20 INSTALLATIONS Wf n HV BLADE & HV CENTERMATES ' -1 2.000"Max.�- .6•x 1 1/2•x 0.075•THICK --I 1 .. .,. - - • •'Min.ASTM A-653 GRADE 40 -I(Ain.. .<_;VARIES. I Min.G-60 GALV.STEEL I 2',�M.px.•; O O83" g METAL STUDS AT,6.O.C. wl _ 43b INTO METAL STUD WALLS * ya _-_I. 0 6 D.C. 40 41 p-Do wl W% INA 1/2 GEE 0 R. AND CONDITIONS OF USE 3a ALUMINUM SLEEVE i2 FOR BERTHAO HV BLADE ACCORDION SHUTTER 6063-TS ALLOY (., 3//a x 6,/a x 0.035 THICK Min.; a3c 43a �I _� N 5 SYSTEM INSTALLATION TO METAL STUD WALLS CON7 I ®6"O.C.n �.. __ Si .3 000•.---_ ASTM A-653 GRADE 40 Min.G-60 i ; --%,, .,---- -'- SEPARATION TO GLASS SCHEDULE r----- Max• CALV.STEEL TRACK N 1 0 6.O.C, _ GALVANIZED FASTENED TO SNDS �� I� i I_ W/(2)B6z1/2•TEK SCREWS ON E%1511NG FINISH L.J-� �, 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) INTERIOR&EXTERIOR FACE AS APPLICABLE + ; Q1 2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM 1� ASTM E-1996 SEPARATION MIN.SEPARATION .�; ?� 3. ALLOWED MOUNTING: MS ON THIS SHEET. TO GLASS EXISTING GLASS---(-_..._..._. TO GLASS _._.._..- , (SEE SCHEDULE) 4, ONLY ENITERMATE 21 W/ 24 HV LOCK ARE ALLOWED 1 THRU 3 1^ ® tI4 -20X3 BOLT •) < WITH 21 ARRANGED A S METRICAL LAYOUT. — ---- MUST PENETRATE 43c 1" � USE OF (2) 35 (6- LONG, MINIMUM) MUST ALWAYS BE 4 4" 1 3fa•z 6 1/4•x 0.035•THICK Min.I .-EXISTING FINISH -OO INCLUDED AT�ERIOR OR INTERIOR ACCESS SIDE OF 1.373'-+ 1 1 � + i CONT.GALV.STEEL TRACK CHANNEL I AS APPLICABLE „, I CENTERMATE. eI 250 _ I- oso" ASTM A-653 GRADE 40 Min,G-60 !! _.I,..., __....1 x FASTENED TORSTUDEWS ONIT — GALVANIZED �e 'INTERIOR&EXTERIOR FACE E 1®6•D.C. ��.®s"o.c. I ;L I-1 j4"0-20 THREADS 0 o'I ^,.1 �� ** BLADE SLACK DETAIL HVF IS ALSO VALID FOR 43 t/4"0 ELCO CONSTRUCTION 1/2" 12 '' 38 CENTERMATE 21 APPLCATION WTTH BLADE 1t� PRODUCTS FAD—LOK HD o -----; -43b .6'x 1 1/2•x 0.035"THICK w VARIES._ COMPONENTS Min.ASTM A-653 GRADE 40 I-I- -- `;Za;,Ma%;•.,� ® 6" O.C. Min.c-60 GALV.STEEL ,• 1 MS WALL HEADER/SILL INSTALLATION METAL STUDS V.STEEL O.C. 1 in. •:;,:.•' EXISTING FINISH AS APPLICABLE SCALE:3/8"= 1" 11 (TYP.TOP&BOTrOM) )__------- ,cat T.GA.Lv.1 STTEEL TRACK THICK Min. ZEXISTING GLASS ASTM A-653 GRADE 40 Mn.G-60 GALVANIZED FASTENED TO STUDS - 1 SYMMETRYCAL } I W/(2)#150/2"TEK SCREWS ON SYMMETRYCAL I- MIN SEPARATION VARIE5 INTERIOR&EXTERIOR FACE 43a 436 43c ; < I I To GLASS 2 I CENTERMATES W/ C�ERMATES 1�J1 ;•? (SEE SCHEDULE)'.'.'Max'. 1 1..,.1 1•', . + I (.'.EXTERIOR ACCESS_SIDE:.,..I I ...I I.:.INTE E ' ; ; 1•.',I RI R ACCESS SID ; -- ------—-------- ----------------------------- ------- ------ -----—------------------ ----- =--= --- --=-=--=----' -----b ------ ----- -------------- - .-_.__----"6"(IYP.).. __-I I_N f-�(6,Min.) EIN _-(� --------- - _---------------- ----------- 24----------------------- --------_-- -- ----_._�-- ----- ------ ----___" _'-- ------- --------- ------- -- --- --- ---- ----------------- ---------------- --------- - --- - ----- -- -- - --- _-- -- --------------------- - __, -<- r -� - -------_-----� a --------------------- ---»---- — --------------=--- ------------ ------ ------ ------- ----=-- -------------- Y —I CO._ j 21 - - 21 - i �.... 21 21 LOCA D AT 1 2 1 ---- ---------- -_ ------- -- HV HEAD /IL END ER 5 S VIEW I - — �r--------- ---- (41 1 2 _.' =3 (6"Min.) 24 SIDE CONNECTION TO TRACK �✓ J —_3 1/4"(TYP_)_-Is 1/2"(TYP•) - 7" -----..i 7 —�� - 6 1/2"MAX.SLACK L..___..___�___.. .____ —_.-_-..___._.- (coat.) BA BLADE SLACK DETAIL HVF }PVC FLORIDA BUILDING C0DE(6an High Velocity Hurricane Zone, 02020 DLTECO,INC. 02O20 EASTERN METAL SUPPLY,INC. BERTHIA HVTM • AnSSwA. Accordion Shutter System I i. E G O I„cNo.44 6 Hv. 1 w/OR w/o H.V.H.v.WINDOW BLADEAmerican Shutter Systems U.H. DESCRIPTION DATE DRAWN BY: M.P J 55 N.W.TESTING . ENGINEERING COMPANY Association. Inc. I OLD 17-107 /2/202 DATE 7/2/2020 Z•O•• •� �� 6755 N.W 36th.St.,file.305,MRGPM CPROENS,FLORIDA 331 'r 9. STATE F Phone:(305)871-1530.Fax:(305)871•-1531 4268 Westroads Drive z DRAWING No p F p . w� e-mail:lill4coma4l.rom West Palm Beach, FL 33407 3 20-164 ;� < C0R1 t1.• aA-0008719 �i FS•'••••••• `' WALTER A TILLR Jr.P.E. 4 FLORIDA Ua 8 44167 5 SHEET /�/�uTTTNIIT Llasi!\\\\\SEAL/SIGNATURE/DATE a 20 OF 20 I.