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HomeMy WebLinkAboutProduct Approval 6%22J-2021• Florida Building Code Online BCIS Home Log In User Registration j Hot Topics Submit Surcharge Stats&Facts Publications ( Contact Us BCIS Site Map i Links ( Search j �loYit�a {/�► a Product Approval :USER:Public User. Product Approval Menu>Product or Application Search>Application List>Application Detail $ a y 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 bf.eeley@easternmetal.com Authorized Signature" Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tillit,Jr. P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence FL389 R10 COI COI ASSA BLADE1 .P f. FL389 R10 COI COI ASSA BLADE1 2.Ddf 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 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYH H2vJvx53MwsXdCOtOXPGxaL8B7ZZg%3d 1/3 6/22/2021 Florida Building Code Online 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(top 3-(Non-HVHZ) -Drwg 20-165 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R10 II DRWING ASSA BLADE3.pdf Approved for use outside HVHZ:Yes Verified B Y: American Test Lab of South Florida Inc. PP 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 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. 89.2 Bertha HV Accordion Shutter-Blade 1 Extruded aluminum interlocking blades retained by tracks(top Only-(Non-HVHZ)-Drwg 20-164 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R10 II DRWING ASSA 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 p.s.f FL389 R10 AE PER ASSA BLADEI.pdf .negative ASD load depending on centermates and locking rod Created by Independent Third Party: Yes configuration for the 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(top COMBO-(Non-HVHZ) Drwg 20-163 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in.HVHZ: No FL389 RIO II DRW ASSA BLADE1 2.12-df 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.Ddf for Blade 1 and 18'=0"for Blade 2. See schedules on sheet 12, Created by Independent Third Party:Yes 25 and 28 respectively Hack HYext Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 - The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privaa 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 Departmentwith an email address of 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: ® eOJresk M Credit Card `Safe https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXPGxaL8B7zzg°/a3d 2/3, 6/22/2021 Florida Building Code Online https://floridebuilding.org/pr/pr_app 3/3 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 2Q20(7th EDTImN)&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.85. USING ASCE 7-18 AND SHALL NOT EXCEED THE MAXIMUM (AS.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 ASIDE 7-16 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS - 'AREA 1: HV BLADES C7 & d� 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 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS Mn USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS. HOWEVER,A WHO DURATION FACTOR C0-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE&WINDOW DETAIL , -HV BLADE(D 00214.01-03,#0715.01-03.#1004.01-05, #1214.01-05, #0317.02-06. #0609.01-10 AND J0210.01-11 AS PER TAS-201.TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2: HV BLADE(D 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.®005D5.01-08 AS PER ASTM E-1686 AND E-1996 (MISSILE LEVEL D.WIND ZONES 1.2, 3) BASIC PROTECTION ONLY AND/ 0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 _ INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 2.HV BLADE(D AND FIV WINDOW BLADE e ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMETATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M. CONCRETE/BLOCK SHEET 7 3. B H.V.ACCORDION PINS(HV SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 114x2.75'AND#14x1.75'RESPECTIVELY.410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 ERTHA STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL.BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-76 ALLOY IS 30.0 ksl AND 35.7 ksi FOR END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 6005-T5 ALLOY.ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERIALSSHALL COMPLY'WTIH SECTION III-6 OF THE 2015 ALUMINUM DESIGN MANUAL MAXIMUM SPAN TABLES SHEEP 11 ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 3 OR 316 SERIES-OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 kal MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDINGNG 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 SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE 1) : 12,13,14.15 AND 20 INSTALLATION DETAILS M-R.WOOD SHEET 16 HV BLADE 4&Q WORKING IN UNISON: 12. 13& 15 INSTALLATION DETAILS S-X. WOOD SHEET 17 ' 8.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT#6'779,582.COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT 05'458,179 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 IAA ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. I 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 W AND HD LOCKS, AREA 4: HV WINDOW BLADE n 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 DErA1LS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE I - 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 RED. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT.BASED ON THIS P.E.D.• PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED"TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED 13Y ANY MEANS. (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OfgHE 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 BEM THE DATE AND ORIGINAL.SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE Hon High Velocity Hurricane Zone; 62020 TLTECO,INC. � ©2020 EASTERN METAL SUPPLY. IN C. BERTHA HVw Accordion Shutter System' s /T,.L LC�. �Nc. � � �A� H.V BLADE#1 W/CR W/o FLU.IMNDOhY MAX No.44137 American Shutter.S stems - TILLIT TESTING & ENGINEERING COMPANY Y cv N DESCRIPTION... DATE DRAWH.IY: M.P ASBOCIOtt0T1' Inc. , OLD 17.107. /2/20z DATE: .7/2/2020 fiJ55 N.W.3611.St.Mo.705.VIR6-GMOENS,RORIDA JlI6 _-a' STATE.F r� Phone:(705)871-1530.Fax:(305)871-1531 4268 WestrQ. Drive 2 z 9•. �` a-mail:tilloco0aol.com West Palm Beach, FL 33407 3 -DRAWING No i 0,o•'.,'`CORI ,�: CA-0006719 4 2L-1 64 WALTER A TILLIT J,P.E.•••••••: - Cj �o FLORIDA Ue.g 44167 S .SHEEP /ONAL �,4EAL/SIGNATURE/DATE:. __..._.. OF 20 .fi FOR WW06W BLADE® .. .. VARIES _ . 1 918 200 � o. i i o •4, :. .................<$`���__, ).. R;4.�.13�.._...._.....,,,... _-I N.. IMF 1 HV SOLID BLADE - 37`* �N 6A 5 HV 90' 180' :STARTER O 3OxV l�NIVERSAL FLOATER COVERED UNDER US PATENT # 5468179 0, QUALIFIED FOR USE W/ QUALIFIED FOR USE W/ HV BLADE tO ® . R_C - - HV BLADE Q US HV WINDOW BLADE t 6005-T5 ALLOY AND TEMPER QUALIFIED FOR E W HV 6063-T6 ALLOY AND TEMPER *SEE LIMITATIONS OF USE OF BLADE ON SHEET 19 BLADE07-® 6063-T6 ALLOY ANNUD TEMPER 6063-T6 ALLOY AND TEMPER .„�3,4 ,_. 1.500" 124-, oaj 1 _.__...__. Y ��...._ TYP) 670 _..2.67 ..... 3 556 ..........._i _. r.. (... y .1 9 00 N 670 2226' '•'7. 84 INIn . 84 •7 I I 443.. HV ADJ. ADAPTER WILIP M....._w..,,. ...:. 0 07,E 11 0.07,$;, .... .... Y I 3 3 226" # QUALIFIED FOR USE W/ HV ®HV WALK—OVER TRACK •••920 r BLADE 10 ©HV ADJ. FLQOR TRACK gUALFIED FOR usE w/ HV �HV TRENCH TRACK zss ..... a i 6063-T6 ALLOY AND TEMPER BLADE 1 gUALIFIED FOR.USE W/ HV -..- '-�---" QUALIFIED FOR USE W/ HV 6063-T6 ALLOY A TEMPER BLADEQONLY. HV RAINGUARD BLADE N ,1 - - 6063-T6 ALLOY.AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY A D TEMPER n1 VARIES n 1 g313•,,, ........1415 VARIES L936" 6063-T6 ALODYEA D TEMPER - L I —�� °83 ....4; 125_.. _....... oO60 ..._._......_ 81 i . .. nnI :670� _ SPIN .686' 1 q 3,5.$9.•.,. 3529... ! 1 .... _. 3530 #. ... ..... 1670 y 11 HV..CEILING HEADER (i� HV HEADER/SILL O 13 HD CEILING HEADERJSILL Q LIFlED FOR USE W/ HV BLADE(11ONLY, QUALIFIEDo6�RT6SALL0Y AND BTEMPERI ONLY QUALIFIED FOR USE W/ HV BLADE 1� 14 HD WALL HEADERJSILL SEE SECTIONS FOR VALIDI SEE SECTIONS FOR VALIDITY. I QUALIFIED FOR USE W% HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE_l)ONLY, X _ 6063-T6 ALLOY AND TEMPER T1_ - . - .. Y. COMPONENT A B Ti T2 MN X MN Y MN,t 1• i• 0.062" 1 2' #5'MAXI 1/8" 1/8" 3• 3 0090' . 2 3 5 MAXI 0.192 0.192 SIDE ANGLES. O - COCORNER POSTS. QUALIFIED FOR USE W/ HV ALUMINUM ANGLES 1s z,s 7'MAX. 0.190•' o.19o" QUALIFIED FOR USE W/ HV - BLADE 1 QUALIFIED FOK USE W/ HV •...Imo---:-- BLADEND 1 - 6063-T6 ALLOY AND TEMPER BLADE 1)ONLY, ® I, 2' i'8"MgX,1 0,139• 0.131' 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER ! ? .1 FLORIDA BUILDING.CODE(Non High Velocity Hurricane Zone, 11 ILL .:02020 TILTECO INC`\`�,,,�ytt }•Ifj�/,/'/, , -,. ©2020 EASTERN METAL SUPPLY,INC. Wim V�CEN Accord on Shutter� ystem �rmECO �N� .. . ! No.441 7 American Shutter Systems H.V BLADE#1 W/. 0 H.V.WINDOW BLADE oR W/ TILLIT TESTING & ENGINEERING COMPANY DESCRIPnOt1. DATE DRAWN BY. MY _ EY N �:• SM N.W.-36th.St..Sta 305.MRGWIA GARDENS.FLORDA 3310 AssOOIatIOrl� Inc. 1 OLD 17-107 �2�202 DATE: 7/2/2020 STATED ; ?.tJ Ph—:(305)871-1530.FAx:(305)871-1531 4268 Westraads Drive z ��•, � DRAWING No .� •'OZDRIE a-naCA-00000719oLcom West Palm Beach, FL 33407 3 20_F c '.,�Fs •......... \� ..... - WALTER A.PUT Jr.P.E. 4 .. ------ 1 V 4 'A7AI /ONQL � FLORIDA U..f)44167 5 -..._._�.�.. SHEET' 77,F, 1�' SEAL/SIGNATURE/DATE' - ; 6 _ 2 OF 20 _ a 600 / ..................... a576•. .74 229.E - .... .. PINT H0 1/2 ..,..I THREADED 4"-20 .. -DIE CAST 79. 2. 9 743. .o I ( �- SS.NS� J BM(ED HOUSING ENAMEL 1TI BEADED^ ;'DIE GIST . ..r`Sg0 ^m^ mg401 I (2,YP.) 'g, _..— HOUSING ENAMEL POINTED O O I p Gj \�,•Q i mi PEIPvI , EGRESS TURN"^.._ 4' MS Knoe. �5'.Ii J !n ..... BRAS'CYUNOER SS CLINDER _.-.-� 54" .. &KEYS(CHROME" (CHROME PLATED) , �1.IPATm) QUALIFIED FOR USE W/ HV BLADE 1U& ®ONLY E�J s• 4ypOl '60 ( ® NV LOCK ® HV EGRESS LOCK. 6063-T6 ALLOY AND TEMPER QUALLIIFFIED FOR USE W/'HV'BLADE(1 & 1 ONLY ma's/., 3.ozs' _; e75` QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-TS ALLOY AND TEMPER (..' BLADE O1 & ®ONLY. BLADE & ®ONLY. .F, Q ALIFIED FOR USE W/ HV BLADE 1 ONLY 250 oD �_- 2.874'_,__.•., 6063-16 ALLOY AND TEMPER PLASTIC HEAD 1.756_ .92•, - MOLDED . a.oas 2 .. SIC t o .061 m; m I 5 1,� - AFTER RIVETING 4os •i.. 1/4-0-20 x 3 4" . BEFORE RIVETING G - 2� n THUMBSCREW 1�4"0-20 RIVNUT* Y m *SERIES 9444 ALUMINUM(2024-i3 ALLOY)LARGE FIANCE THIN }...- Z24 .._.__; :1•.5._.-._....-._. .... ..� A..- SHEET NUT9ERT.PART#0820,AS MANUFACTURED BY AVDEL " " LOCK 1 822 CHERRY TEMORN,PARSIPPENY,NEW.JERSEY 07054 OR EQUAL. PLAN FRONT ELEVATION V MALE ® CENTERMATE :—._.._....... "T" ® LOCKER FOR "T" LOCK CENTERMATE OUAUFIED FOR USE W/ HV BLADE 1 ONLY 2@ HV FEMALE T" LOCK CENTERMATE HV LOCK HV ALTERNATIVE LOCK R� QUALIFIED FOR USE W/ HV BLADE 1QONLY 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE MONLY QUALIFIED FOR USE QUALIFIED USE HV W fiV BLADE 1 ONLY. BLADEE Q 1)ONLY., 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPE / i .._ a :4321 .032 ?.;:THUMBTURN .063 __---_7 -f;- a- 063? ;062 I C ',nI- CYLINDER OR .214• .. .-_m i _ *=; 87t' KEY CYLINDER .214 0.125'Min..12,b05 m is $ OO m nk 1 5'Mox. 3� HD CENTERMATE Wj 0 LOCKING OD ®.HD CENTERMATE W/ LOCKING ROD D o m QUALIFIED I�- FOR USE W/ HV BLADEQ)& A QUALIFIED FOR USE W/ HV 8 6063 T6 ALLOY AND TEMPER ® G S I 6063-T6 ALLOY AND TEMPER VARIES, 12'MIN. QUALIFIED FOR USE W/ HV BLADE 1 & 1� m! ml 4 1/4 0 20 ss OR D/eo fe t,.130 63- ALLOY AND TEMPER i - --'.7� _..__ 60 T6 ACETAL THUMBSCREWS I-THUM RN I. (SEE DETAILS) t ! Qo i OR KEY _ 1/2 �*15• '� " _ 157 Mn. CYLINDER .......,... ...... qi _.:......_._..� LOCKING RODD QUALIFIED FOR USE W/ HV BLADE 10 - --•37s'm - HV 1 /4" 0-20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. Hp Lox 6063-T6 ALLOY AND TEMPER © HV 3f8 �-16 ACETAL 1 ' I5 INSTALLATION WILL REQUIRE A 7/16" HOLE THUMBSCREWS. SERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE iQ& DA . LLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR USE W' HV BLADE1i QUALIFIED FOR USE W/ HV BLADE 1Q FLORIDA BUILDING CODE(NQn High Velocity Hurricane Zone, 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. BERTHA HVTM IL Eco �N�. . Accordion Shutter System - No.44 67 ': ' ? ® :�. � �. H.v..BLADE yt w/OR w/o H.v..vnND(xv� American Shutter Systems'* "T}"•_ y Ev. DESCRIPTION DATE DRAWN BY: M.P TILLIT TESTING & ENGINEERING COMPANY o ,. Association, Inc. . T—I OLD n ,07 /2/202 DATE 7/2/2020 STATE F KJ 4(/ 6J50 N.W.36th.St.SU,.305,VIRGINIA GARDENS,FLORIDA 331 Phone:(305)871-1530.Fox:(305)871-1331 4268 Westroads Drive 2 DRAWING No e-mo(I:tillnco0col.com West Palm Beach, FL 33407 s fill Ai`YL�fA .� WROER A.um 8 ia,P.E. s 20-1 6 5v SEAL/SIGNATURE/DATE c I SHEET OF 20 i FSHUTTER ASSEMBLY SCHEDULE FORM -L HV-Q HV :dA .. .. 3/8•P - 112" IN �. CE p65 41 1 40 TO BLADE T�.-16.. P 1675.L.:.. )Y10 HV BLADE 1 j'! / � i B ADE 0825 _ 825'2 ..............._............_ ........„ ._.. ...... _ ' �.:/ \ CIION X HV BLADE 1A ® HV LONG RECESSED NYLON BUSHING I I z ' nj N KID v' a !! 062 01. Y 1 `�<4 \\ —__—_. ....................-.............., _._..._ '_ I. a, (TYP) .f ® HV SHORT RECESSED NYLON BUSHING ill s -'�iI€ 0825 . .. .. .... a$o i I FLAT PORTION R1.5 7 Y i ® HV NYLON HAT WASHER FOR ® ;'' Nfi r c> } xIEgICfl / 3'75D` ® HV WHEEL CARRIAGE AISI 302-303 SERIES ,� I I L_)41L U 40 n , //A2 50 1 x 0.870"x3/16" THICK NYLON WHEEL. �i'- I I � 2 7/8-MIN -` NV r'NDOW CLEAR f_..___.__ }. —',.315 0 III 03.LDy 0.188"0 AISI 302 SERIES S.S. RIVETS I h g SEPARATION k -03.7500• .. BETWEEN _ 3.O o25 -._0625" ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD EXTERIOR j Ll OPENINGS �fi ON LFN(CRS•;00N Y Y .75D0�' . € ... 2 1/4•i ExlEmoa EIFVAl10N le ®3 HV 2 3/4 ACCORDION PIN W/ 8 HEAD * (------ t ` - f('` ._,-.-----' �.._. 1 I ( 1 I CLEAR BETWEEN TYPICAL HV WINDOW BLADE AND ® POLYCARBONATE IMPACT RESISTANT HV,WINDOW I I oIT— TApS r _.. I r POLYCARBONATE HV WINDOW DETAIL OOR ® ® or(SEE EFOR OOR i � NL .,. (RESISTAT HV WINDOGUIREE NOTENTS) p ( tM1' a - BAYER MAKROLON 3103 POLYCARBONATE I� :._..L... i ,2"MIN. CLE ICE RESINS, - 2 D C 1k L.. . IF- ...._ .. TO BLADE EI TT M INNOVATIVE PLASTIC LEXAN 103 R RESIN OR 0I I _ �^� (SEE NOTE F' ON SHEET 19). OE (1) HV PIN (g SHALL. ALWAYS BE USED AT ALL EXTERIOR / W „ a BOTTOM KNUCKLES OF HV ACCORDION SYSTEM VJ/ HV 1Q OR I j I POLYCARBONATE SOURCES FOR 44 Hv BLADE. �'pICAL SHUTTER ASSEMBLY ! I.I ; EXTERIOR >PIIGV3LE RESULT TYPIGV.PROPaTa1s STANOA9D T.S. :)�HV PIN OR 4 AT aa7J1vREEax ,�,,,,�, (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT ExT RIOR. EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV ' BLADE'S KNUCKLE. F PtD6G61: 1Q m0324'- 1 SPECIFIC 4RANY ASTM 0I8P O. Ib/' O. Ib/N � (SEE NOTE FOR BLADE WHEN CORRESPONDING TO INSTALLATION "11 SHEET 7. �'�J v3: REQUIREMENTS) .04ki-II-' 0. TENSILE STR ENGIN ASIM D6.`8 9,400 Ps1 0."0 FLE Rk.STR-a401N AT YIELD ASTM 07W 12"0 P+L 13.400 P•ei (3) HV PIN OR ®3 W/ 1/2" O D 1/18" TRICK S.S. WASHER TYP ® a. ! ! i FLMRAL MODULUS ASTN 0700 34 0,000 P.ac 345,0001- SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, - SHEET O I j I NOIQOD RDA Or—W_-- AS1t 0256 18 FE Ib(a 17 FT-W/m "IPP'Mf**`W'44 � fla:R�aN Na �+IHEEL CARRIAGE DETAIL SMOKE DENSITY ASTM Dx543 4.2.2 X 0.5 X MAX YrT.s. ASSEMBLY LAYOUT RAZE OF OURNING AS1M on$ C-1 CUSS C-1 CLASS ,5, SELF IGNIIXXR ASOI 01929 1040 7 950'F S4TdIllEI1EIG: ASTM 9155 7M E SIREN=AFOJt mAri mNG Asru 1:]i3 9302 pal. 8840 p.eJ. 1 HV BLADE SOLID & 1 HV.. WINDOW BLADE DETAILS ""�" D°°°E"� ° ° �'" N.T.S. .. FLORIDA BUILDING CODE(Non high Velocity Hurricane Zone 02020 TILTECO,INC METAL. ' 11 III � IIJ �'�ttafA, ?� C. BERTHASMMLY `��''- /.711LIE' ' pI� ® Accordion Shutter System y•' �10E1 F':eg C V­77•i.m7 c. A s.�.A. H.V. BLADE.#1 W/OR W/O H.V.WINDOW MADE No,44 LF ------. TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems u.N DESCRIPTION DATE DRAWN BY: M.P 7k Association, Inc. , oLD 17 1a7 /2/202 DATE 7/2/2020 76' (� 6355 N.W.35th.SL,Sta.303,VIRGINIA WIDENS.RCR10A 3316t o srarE Phone:.(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 G� e-man:Iltoao6aoLmm West Paln Beach, FL'33407 s oCRAWIN NCA-0006719 — WPLTERATILLIT J7.P.E. 4 FLORIDA uC.g 44167 5 AL/SIGNATURE/DATE SHEET OF 20 uuul. *NOTES ON HV LOCKS AND CENTERMATES- ( A B C C �} 't7'•`tJ M N� 5' 7 U ^LJ°•®�® 't .,• ' 1. MANDATORY CONOfnON it: ONE HV LOCK or SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN yt i f EL 12"ATI ABOVE OR BF,I�OW �2 OF SHUTTER SPAN FOR SPANS UP SI 10O AND FOR INSTALI,�TIONS�T ANY ....... ...:_.... ., 1 .. 7 .. _ ...___.. ELEVATION. HV LOCK 12� or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED 70 0 OR "-- CENTERMATES W/(2) 1/4'0-20 x 1/2'LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK_ SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. - E I P 2. IF DESIRED, FOR BETTER PERFORMANCE OR,FOR SECURITY PURPOSES, UP TO TWO HV 1 16^^ I ! . LOCKS OR �Y BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES v SHALL LO1) ABOVE. CATION OF LOCKS BE AS SHALL DICATED N HALL BE AS INDICAT NOTE ED ON TYPICAL SHUTTER ELEVATION. 3. OFTIONAL CONDITION #2 (VAUD ONLY WHEN MDMFZY ('ONr1MQN 01 OR LIMITED MANDATOBY CONDITION N'+- a #2 IS USED W/iW0 H.V. LOCKS): LOCKING RODS 0 ARE NOT,REQUIRED AT URRICANE POSITION, BUT MAY 4'R S R( ox i�0'a+® I -.-: „4' Q BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE, LOCKING RODS Qp OR AN ALTERNATIVE DEVICE _ / y V a j MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE.POSITION). i 4.MDAATORY CONDInON i2: ONE HV LOCK ®SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOOK I2 or @ SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, II ATTACHED TO®'CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2' LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS �g x6c-xvc ( AT TOP & BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION ® MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. f. ML OF2 22.. ONE ALTERNATE HV LOCK'04-MAY BE USED��IN UEU OF HV"LOCK or FOR ANY SPAN AND 1 ffi=��$ � - INSTALLATTONS 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"0-20x3/4'ALUM. N IS ' °- I. $Ez RNNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL.BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. 6. MANDATORY CONDrnON f3 FDR KEYSTONE MOUNRNO INSOU.lA7I0Ns: ONE HV LOCK®or®or® SHALL BE I ;USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP .- .. j.-- ;; ( 11 IH TO 98', AND FOR INSTALLATIONS AT ANY ELEVATION: HV LOCK a or 0 or 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO©or 0 SYMMETRICAL CENTERMATES W/ (2) 1/4'-20.x 1/2' LONG FLAT HEAD S.S. SEE END :? ; " ! - `� •.; M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION,_USE OF LOCKING RODS®W/ CONNECTION:_,. 1 { J 4 OR @TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON D E H 1 ;L 0> )t P W . x. "I�7J (j *NOTES ON_HV "T" LOCKS AND CENTERMATES: SHEETS 10& 18 TYP. FULL GHT. i . L OF CORNER I. CENTERMATE ONE ALTERNATE HV'f' LOCK SC0 MAY BE INSTALLED IN LIEU OF HV LOCKS OR FOR ANY SPAN AND ©°R®°fl©+�] oa Ooft lQ +�oR 15TAU_A710N AT ANY ELEVATION.AL RNA7E LOCK® Y BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT 'D+ © ©«� OF LOCK 50 INCLUDES USING REINFORCING LOCKER ,AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE CONNECTED TO CENTERMATES @ AND®W/ 1/4"0-20 x 1 1/2" LONG S.S.THREADED BOLT W/7/8"0 x 3/32" WINGNur OR W/ 1/4'0-200" S.S.M.S. INTO A 1/4'0x 5/8' RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" QoR©+1y+®°fl MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS®TOP AND BOTOM IS MANDATORY. OR (�•t 8 �•t 3°R s•0s«0+® *NOTES ON..HD LOCKS & CENTERMATES:.. 1. F •� (& NONE ALTERNATE HD LOCK Q MAYBE USED IN LIEU OF TYPICAL ( HV BLADE SHUTTER ELEVATION HV LOCKS t4 OR(4 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK®MAY BE USED N.T.S. AS AN INSIDE OR OUTSID LOCK.ATTACHMENT OF HD LOCK TO IS W/3#8 x 3/8'F.H. S.S.M.S.,AND INCLUDES REINFORCEMENT INSERT(0 AS SHOWN ON SECTIONS HD8-H ®AND HDC-HVC, SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS®IS COMPLETELY OPTIONAL __.. FLORIDA BUILDING CODE Hon High Velocity Hurricane Zone` 02020 TILTECO.INC. NC it III o2D20 BERTHAMETAL SGHLVTM ._ ` _ Accordion Shutter System IL r H.V. BU W/ 1DE#1 W/OR 0 H.V. WINDOW No.441 _"- = TILLIT TESTING &.ENGINEERING COMPANY American Shutter Systems qtv.He DESCRIPTION. DATE DRAWN BY: M.P . Association, Inc. 1 OLD 17-107 /2/202 DATE: 7/2/2020. fil60 N.W.Jfilh.S)Ste.JOS,VI.Fax GARDENS.FLORIDA-153 JJl6 4268 Westroods Drive 2 STATE O Phone:(30.5)871-15b0.Fax:(!05)871-1531 DRAWING No _moil: 0006Oaol.com West Palm Beach, FL 33407 s o,�•, F� ca-DoaenD 20-1 64 �,�FS.,• GRID• ,,•� . WALTER A TILUT Jr.P.E. SHEET._ i FLORIDA Lic.B 44167 6 ..... . ����i`S��NAL �• ��`�EAL/SIGNATURE/DATE 6 5, OF 20 POURED CONCRETE POURED ! .CONCRETE ANCHORS POURED" (SEE SCHEDULE ON OR CONCRETE BLOCK `"� CONCRETE-; SHEET 13) REQUIRED _ I-1/CHIN20x3/4'S.S. CONCRETE � �� CONCRETE ANCHORS I MACHINE SCREWS REOUIRED 'p REQUIRED 5 - pi" ;"' __CONCRETE ANCHORS ,^' �F�DR� � `j (SEE SCHEDULE ON W/ 1/4'-20 -I / (SEE SCHEDULE ON SHEET 13) !p l�Fy ,✓ ! 18 R@(EYSTONE(SEE MOUNTING®ON SHEET 7) 7/ 'SHEET 13) NUTS® 12'O.C. / r 1•. I r 1 ___ i7.,.R(D ( �_.,4,� y. MIn. ,-1/CHIN SORE'S.S. Min. Fs' �-! r--EQEQ-.;{! 'MACHINE SCREWS _ E01'Eq �: �' 1r IIIIII ®IN2 G 11 O.C•-20 NUTS / 1/�" :dr. v /2 iI1 � 15 I /f E.D I I�...:250'Max I f �' t -{' i _..,. -13 DR iI. ___._Q OR }i I I 111 `E.D •1 f�,e'� I r;.250'Max. D'F'` y�`-,€ \ Y� I "MDo.1. r'E/' OPTIONAL ' III ..... !i �I ,E :t OPTIONAL. I,I . TO LASS(SEE I I I yIl .: I'- SHEEY 11 FOR FMADE HELUILE a1D I I 1 �.QR t�i♦ I` EXISTING .I. MIN. SEPARATION TO GLASS I ... / EXISTING i w OR 19 Fat I.I I I 1 '"' GAS"-"•) (SEE SCHEDULE ON SHEET 11)— BLADES z ' I 04<® I ' I MIN.SEPARATION TO CLASS GUSS—! •.__, t r '.. (SEE SCHEDULE ON SHEET 11)- r - ' EXISTING I I A I G"55 I....... ©HV WALL HEADER INSTALLATION OA AD 1�0 - - ---- '---._..._. - BO HIV WALL HEADER.INSTALLATION + KEYSTONE, EXISTING I--.:.:.:.:--- _....._............._....................... .�._1�....,...___.______„f..�-. � MIN.SEPARATION TO GUSS I I Y MN�ARATtaN r.• ♦ I r—(SEE SCHEDULE ON SHEET 11) I -`) GLA55—+ TO GLASS(SEE I i I -if OR I ___._. IX MIN.SEPARATION TO GLASS I C 0: GLASS I , SMiENAE ON SHEET (SEE SCHEDULE ON SHEET 11)" 11 FOR BLADE dDAND` MAOLsm�� r I I' EXISTING—i I I , I + I'--OPTIONAL' I 0 CLASS � � Y.} ,r1M x.:_l. i `1/4'Max. I/_OPTIONAL i i i _ :�F,E O OR 1$ �L! J F 13 OR i � 1 LEq..,E0� PHIWPS TRUSS HEAD F �f � 1/4'I-20x3/4'S.S.PHILLIPS 1F- � +"�• °" 1]OR 18 MACHINE SCREWS USING. Lr.'_""._.=:..J ''. CONCRETE ANCHORS _. / 20 NUTS 2 O C-^(ANCRETE ANCHORS I �" i O O �1' 1/4'-20 NUTS® 12"O.C. r `-(SEE SCHEDULE ON it / _ ag° L_..._.,.TRU55 HEAD MACHINE SCREWS- . (SEE SCHEDULE ON SHEET 13) "MIn.� POURED CONCRETE-N SHEET 13)- W 1 4' ® 1 POURED CONCRETE- �° OR CONCRETE BLOCK OR CONCRETE BLOCK _--- WALL REQUIRED Op HV WALL SILL INSTALLATION 1 _ i(SEE SCE ANCHORS REQUIRED (SEE SCHEDULE ON �,,HV..WALL.SILL. INSTALLATION E POURED CONCRET SHEET 14). OR CONCRETE BLOCK WALL REQUIRED O HV. WALL SILL INSTALLATION - NOj�FOR COMBINATION OF SECTIONS INSTALLATION DETAILS W/ ' 1-SEE SHEET 4 FOR TYPICAL SHUTTER. # E.0. - EDGE DISTANCE - _ ASSEMBLY ♦ SEE Uh1RATI0NS OF USE FOR \� ,N V. :.B.LA DE 2- (SEE SPECIFICATIONS ON SHEET 1 EET 19 MOUNTING SECTIONS CAN BE COMBINED 3) BLADE©A ON SH , IN ANY WAY TO SUIT ANY INSTALLATION. I .. 9 Y FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone II III (((7 02020 11L7EC0,INC. 02020 EASTERN METAL SUPPLY, INC. g :.: 41�`'�%,� BERTHA. ®� Accordion Shutter System R m S®loam V BLADE#1 W/OR H V N1NlXXN BADE It . o A Shutter Systems W/ z*; TILLIT TESTING & ENGINEERINGVCOMPANY American Shu er e Y EV:N..., DESCflIP.TION. ,. DATE DRAWN.BY: M.P. 5�. •.c..•.F/ 6355 N.W.36tN.St.Ste.305.Y�RMNU GARDENS,FLORIDA 3318 , Association. Inc. , OLD n-1o7 /z/zor DATE: z/z/zozD STATE O - �• Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 DRAWING No i�0�•, F(ORID �.4 e-mall:tilteco®ool,eom West Palm Beach, FL 33407 3 a ; GA-0006719 20-164 ,FS .. ..._....... WALTER A.TIWT Jr.P.E. 4 o`1Q9/0NAL �p�`�SEAL/SIGNATURE/DATE noRIDA Uc.d 441e7 s SHEET e. ..... . OF 20 POURED .. ..CONCRETE ANCHORS i nq, � I is..::� }-^^--••----^^ -.._�b___.__ I CONCRETE, 1 (SEE SCHEDULE ON SHEET 13) ' f ® Mrt+.�CLASS •P_--••' ' I 6 REQUIRED y�TCa (�T 'r.I t 1.OR EXISTING i Id —L!7 t EDGE OF I 11 FOR 11.AOE NANO i GLASS—i :t: .. j^(SFE SCHEDULE ON k / 6 "-y' / '�•'-•SIAB IF I ON 9 19 FOR 1 I ��HION.SSlR4110N9NFET Ifj. 1- APPLICABLE EXISTING EeNYS(DeO I )i l I To aAn ttt I 1 F0 - �, GLASSY I 1 r ON—t :I LLLvvv // -r- / .,,• I(<` .JrF' .s'ft I I, I TI°'//Id/F ,,•'r/"'*'. '� I ALTE " EXIS T ANCHOR I CLIN LOCAT i ASSG #iOx3/4 HEX WASHER HEAD I1 I E/ NINE �TEK SCREWS 0 12'O.C. i f�`' EDGE OF �I l. 11 N I ..'�� 3le uir7 .,✓ -CONCRETE ANCHORS I __':�8 J ::, SLAG IF (SEE SCHEDULE ON SHEET 13) `I., FO..�; -I .1 £/: I APPLICABLE EXISTING :..EDGE OF GIA55 i I 1 .III SLAB IF Y I I I EDGE OF^ t l' :1 AP�BGIF .` i !/�1:2 �1 .,.• .' EDGE Or f y''! APPLICABLE I YN SD'+A A1KN I '• SLAB If APPLICABLE _.. ..... POURED--? c'I yr_u 0/URRED /� I E.D.* � CONCT t_Z: - (SEE FAD-CONGR HORS I It RR RAGE Om I �q'� POURED (SEE SCHEDULE 0. rn NRE7 is crn I I --(D OR @*CONCRETE ' ��'' REQUIRED ETE + FLhT HEAD CCNCRLTE ANCHORS RE RED I G)•�A91 I REQUIRED 4�----E. D.t--' �. E,D.* '(SEE'SCHEDULE GN SHEET 14) 6'IJ TRENCH INSTALLATION. VAUD--ONLY FOR UP TO +70, -75 PSF A.S.D. (I NV FLOOR. . INSTALLATION t 0 HV WALK-OVER .I.NSTALLATION. : DESIGN PRESSURE RATING & FOR SPANS PER . ..... ...... ............ CGS HV CEILING INSTALLATION LE$3, SHEET " I ILO.m•wawmn-.. CONCRETE ANCHORS ............. T _.»._... . I To cwn ': 1 -'.•,^,Q .. _.:... (SEE SCHEDULE ON'f F—(SIE S'9f�a£ "' '`-'—£ - ....... 7•�. f - i/4-9 fIW REMOTE!TACCoN W EET ff) ON sff9i 11) I: i t- I I EXSTING SHEET 1 f) - ADVAN=THRFA➢FO:i 0 EXISTNG__� EXISTING---i . ..... ...._. TECHNOLM OR 1/4'o pawEs 1 4 CUSS I + CLASS Y4t.SmIKaTLN is .., GLASS-1.__ j I FAM04M TAPPER+9401ORS W/ I / �(uE EG¢—ON viT lU 1 i�.,...._- 'I I 1 MAX • - I I I �ll ` NUTq,TC Q, I E t F3//4'MN.EMDEEWNT 0 6` I 1 I i(sm•Sf Y AZ ON S it) t F; I D i i I _f' I I I I �, OC. UP TO 6S LA SPAN AND -I ! I 4 0'FOR SPANS LARGER 1/4- i I 0-0-UP TO 0'-0'INx A➢PLY I 'r1I I I i f 1 i Mom. i I I iY SEALANT AT FASIFNER NEl'1 8 7""I .,- I ,I I I i ./ ' 1 (T*P (SEC NOTE$CN 54£E't I lJh7L 1/2 R It t• _::._.: 13 .oR 1$ i O;s _ f f �1OX3 4 HEX * FCR IiNRA110.yS 3 9,r _ rMAX. Y , tF s i _ I �` I IV-71 WASHER HEAD .. ..... / I ) La+L I ..�;..TEK SCREWS I r f I CA I� t ._ -fy,'-, 777 :P Nr SFA,NR #'14x3/4' HEX HEAD,..,_,f 12 OC i TEK SCREWS 0 9.O.C. T ....1/a'9-2oc7/C 55 lu / ONCRETE ANCHORS L O �r•'814x3/4'SUS y{ ___ I f t q- t � 4/ OR 1 4`0-20 B.S.SSM.S.MS i m 6 + ] 3/ , I I }1 I 1� �j /' "-`USING t 4 a 20 NUTS ' SEE SCHEDULE ON h � ... ... 1 M.. .t`. ...0 9'O. C. s !t Mo.. .`.' , j<. /i`• B t2'OC. W/NUT 0 9 O C I ..,' I SHEET 14 n -!- �- I. OR T8 I'r g ExjSnNG NN STRUCTURAL t T] t/2-.. Y_. / R t 8 2 00-MIN WA TRIM(DECORATIVE y I,a^" 1I I ✓' ,EDGE OF O �� *' y 1 E.D SRt '--SLAB IF 3 �'__'l ° ,! \/ ..,..#14x3/4-r.H. S,D.S. a MIN. ri=1 7/8 1 7/9 APPLICABLE q i_ `p,e�'' X .i 0 9-O.C. ,�,�. rauRe`0 CONCRETE �.} /'' i '—CONCRETE ANCHORS SEE 4 13(b) V ,ls REOVIREO L DF ..J' '^ POURED CONCftETEt ) (SEE SCHEDULE ON ON SHEET 1 >; NOTE 13(b) EE /*• i-D: - -- - OR CONCRETE BLOCK SHEET 14) POURED CONCRETE'-' ON SHEFi 1 i •' �/ "� ' REQUIRED OR CONCRETE BLOCK 1 OPTIONAL--: POURED._1 REQUIRED, CM EYSTO[ MOUNTING INSTALLATION CONCRETE`- OK .HV WALL FLOOR INSTALLATION HV WALL WALK—OVER INSTALLATION YAXMUM A5.0.DESIGN PRESSURE•464,-72 Pet MAX REQUIRED -._._._. .. ..,.... ...... Ulm:MUM S!iUTTEA SPAN 6'-01 . (J HV RAINGUARD INSTALLATION t > NOTE FOR COMBINATION tTHIS INSTALLATION SHALL BE OF SE ... .... 4ILQNS' * E.0.�+ EDGE DISTANCE REMOVABLE WHEN PERFORMED SPECI(SEE FICATIONS ON SHEET 13) ADJACENT TO AN OPERABLE EXIT SEE LIMFEATIONS OF USE FOR 1- SEE SHEET 4 FOR TYPICAL SHUTTER - _ OR ENTRANCE B'_AOE®GI4 SHEET 19 :INSTALLATION.....DETAILS W;/...C� HV. BLADE ASSEMBLY L .. 2- MOUNTING SECTIONS CAN BE COMBINED MANYWAY FLORIDA L/� ---- ANY WAY TO SUIT M71'INSTALLATIOW. FLORIDA BUILDING CODE(Non High Velocity elocity Hurricane Zone, _... .. ...... 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. Accordion huutter System /T1 EC + �N�. �{ No.44 67 � MADE `2-0 TILLIT TESTING & ENGINEERING COMPANY Am 0 ems EV.N �DESCRIPTION� /ODATE YORA�AY American Shutter Systems ram` •• STATE: F �'u N.tY.36tN.Si,Ste.MS.VIRGINI GARDENS.FLORIN 3316 A$$calaticn, Inc. 1 ,..QLD 12-107 /2/202 'DATE: '7 2/2020 Z j0'.• Phone:(305)871-1530.Fax 1 (305)871-1531 4268 Westroods Drive 2 -- ?O�•, Fz0RI Q ,•c��` .-Mail;ClLacaOaol.com West Palm Beach, FL 33407 s DRAWING Na i J �• CA-0006719 //�cs ''"•••••,' \ YlALTEr1 A IILLn'Jr.P.E. 4 20-164 i/S�ONAL 1 \``SEAL/51GNATUREJDATE FLORIDA U.. y 44167 s SHEET 6.._ OF 20 .. ....... . ... ........ SILE END .. _ ....((`` / SEE ND1E5 ON LOCKING RODS® FM LOCKS 0 or 2© OUT 90 I N I EXISTING GLASS INSTALLATIONS .W/ t l/. HV **AND ALTERNATE HV LOCK ON SHEET 3. BLADE SLACK DETAIL HVF IS VAUD FOR ALL BLADE W : HV CENTERMATES CENTERMATES APPLICATION WITH BLADEo OR SEE END WALL CONNECTION 1 a a+ r m EXISTING GLASS DETAILS ON.SHEETS 10 do t -- ------------------- -- t 1 w®«® j ------ - 2',1/B'x0 .-3..1/4. -......_:......._ 7• 8 1/2 _._....... ..._ ... ._._. _7.. _ I (5083-T6 ALLOl�ALUM. I Y OPPOSING _ _.... .. .. .. .. SYMMETRYCA�..............._._ AND LE W/(2) 1/4•P TAPCON I t/2• p+®«® •!' I ANDih NS 0 CONCRETE r CENTERMATES N (TOP/BonOM)aL I' y,ow3/a•s.M.s.® t2• CENTERM��E;-S- MIN. c ATI (4)810,1/2•S.M.S.TO TVBE� i O.C. FULL LENGHT. .W/ HV LOCK o } Wf HV LOCK Q4)"or 2`a ; _ I I (SEE SCHEDULE .� AT EACH ANGLE.(TYP)(( ; * � ON SHEET 11) 111 \I. 1 IN `-� '` 1 t r ( _ - - _ _711 lie, _ I j 2. 12, i A ® HVB HVC 10«Qaw©'©°fl©.©aR HVA �C7 EXISTING GLASS CONCREfEO'LOCKTE DR WALL REQUk9ED _ ©«O © OO © -- - _ GLASS gaR 1 « goR g « owl ##..: SYMMETRICAL �« 70'�°R�'0`®°^ — ' — GLASS E * I N MIN. ESES PARATION �eXISNN CENTERMATES r . aR aR « 7 oR To GLASS 5 ...— :.————————J GLASS � ... 1 qc i .- i ©.® �«® ® O (SEE SCHEDULE O• � i 7r— bl WJ HV LACK lrLry61 OPTIONAL ` ON SHFLLT 11) r (INTERIOR) L.®'®°n O�©a+�.� . MIN. SEPARATIONi TO GLASS (SEE SCHEDULE�. I N OPTIONAL 1 `-1 ._" .. .. .. •-,-°A®•® --.;,;.f,—_.._.—._ ON SHEET 11) (INTERIOR). t , I _—_ _ --_—I ;OUT -- --- ......_ I- :FAN CHOIRS® i � m . ... - ... ..... .. 35 * VARIES ...._._..........6.1/2• MAX SLACK_ (EXTERIOR). HVE - - HVF** OUT„ HVD FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' �L�f�ll�llli Stu,,, 02020 TILTECO,INC. ��'y�Q����CEr� _ ©2D20 EASTERN METAL BERTHASUHV;N F rpp ® Accordion Shutter System r AIL5i1l.aS.A■ WNDOW MADE No.44 67 - ---> H v. a AOE1 w/ o H v __ .. American Shutter S stems c71r: 71r �c � TILLIT TESTING & ENGINEERING COMPANY Y EV.N DESCRIPTION GATE DRAWN BY, M.P -o' STATE F +� 6355 N.W.36M.SL,St,.305,VIGIA1A GARDENS,ITDRIDA 3316 Association, Inc. „OLD 17-107 /2/202 DATE: 7/2/2020 (305 Phone 871-1530.Fax:(305)571-1531 4266 Westroods Drive 2 $�'• e DRAWING No %O,(•. F(p P -ma0:NIMcoOa°Lcom West Palm Beach, FL 33407 3 4 20.-164 Ems• WFLORDA I.Z. 44167E 5 SHEEi ��"suN11l,E1 Alt,ASEAL/SIGNATURE/DATE 6 g OF 20 ,ALTERNATE INSTALLAT ON W HV "T" LOCK ` .O HV ,MALE,/FEMALE " LOCK S CENTE MA ES, _8 & LOCKERS W ` 1 HV' BLADE SEE END CONNECTION DETAILS ON SHEETS 10 & 18 INSTALLATION In HV BLADE ` EXISTING`IN BLADE DETAIL HYF, NDTE o SHEET S. - HD CENTERMATESOUT . 3 .:.... AS WELL AS UNNFitSN.FLOATING RUDE(I)DETAIL HDD-HVD. . li ]w 8 a 1 D• INDICATED ON THIS SHEET,MAY BE USED WITH T141S ALTERNATE fr�� INSTALLA71ON DETAIL HVG SHOWN IN TH&SHDET, SEE END WALL CONNECTION----•, ' 0-'__®•©tlx DETAILS ON SHEETS 10 & 18 I (6DM-T6 0° At10'Q uNu. I 1 35 :35 ANCLE w x)�>!o•corTi N - e�°• I©•® (oPnowi) - (OPTIONAL) Iy. Ca/1W/2-S.Y,S.TO 1UBE y,Du a SM--L O,2• --/ _________________ —____ __—__ AT EACH ANGLE.(7YP),I( I r;, 0.0.FULL LfNGHf. * IN 4 H.V. IN 4 H.V..._I uN.skPuunoN { Ei' '� /5 '•` I ft,3G HV "T" PINS(TYP) f1 a 9 e I T]4. PINS(TYP)i 5 9 '4 I i (SEE GLASS $aEDUI) LOCK (INSIDE) 1--/ ; — —'— v. �._I ON SNea ) I t_ © © OUT 31 DR ;t i' 4,g L 31 OR 32 31 OR 3�2: ' I I t 31 oa 32 1/4" 0-20 x 1 1/2" S.S.M.S. �"l 35* (OPTIONAL)SEE NOTE D FOR HV LOCK 3�. * W/ 7/8"0 x 3/32 WINGNUT. tOImLiNa)HDB-HVB OUT ;NDC-HVC -r LOCK,ON SHEET 5. " 3O HV "T" LOCK (OUTSIDE)=" SYMMETRICAL HD CENTERMATES. SYMMETRICAL HD CENTERMATES 1 _ HVG* W./`& LOCK (EXTERIOR) .. W,L L_0S S_(ETERt9R1 1 SE38E5 LLOT ALARD F O1® Or O°'O O•®� .. (20x4-T3 ALLOY)VJ4GE FLANGE THIN .SHEET NUTSERT, FPLTUR A BY PART 0820, /�,.....IQ.®a®•®a®r®a AS NANUED VD CHERRY OiO ®aO.O•®G IIXfORN,PARSiPPENY,NEW JERSEY :O7oS4 OR EQUAL � .®m@4 .. - _(D *SEE NOTES ON LOLTONG ROD$@ t NOg leas ON sNF7 5 'k*uNNER9IL FLOAImG eIAOE®DETNL NDD-NVD a VALID FOR ALL LIIRaaLtTEs APPLICATIONS WRH RUDE(T7 HDD=HVD�e FLOATING'`STACK, FLORIDA BUILDING.CODE Non High..Velocity Hurricane Zone 0 II;IIIIII11141 ®zozo nLTEco,INC. Ir1p ._ ©2020.EASTERN METAL SUPPLY BERTHA HV;>:; �`�ENS 1'L E:C 1H(:. Accordion Shutter System ■ . a ■ : H.V. BLADE#1 W/OR W/0 RV. WNDOW BLADE N0.441 7 _ American Shutter Systems TILLIT TESTING do ENGINEERING COMPANY EV.N DESCRIPTION- DATE DRAWN BY: M.P . . Jt :: / Association, Inc. , ow )�-To7 /z/zoz DATE �/2 2020 *C A'D/ 6799 N.W.]61H.SL,Ste.303.VIRGINIA.GARDENS,FIARIdI J]18 i-o'•, STATE,.: . PHODe:(305)87,-1530.Fox:(305)R71-1531 4265 Westroads Drive 2 z c�, e-mail:tllteco000.com West Palm Beach, FL 33407 5 DRAWING o o .,F[oRi .,•. aA-A.00DB7,B _.. 20-164 WFF FLORIDA Lic LLIT 44167E 5 SHEET YA, S�ON ._... SEAL/SIGNATURE/DATE 6 9 Or 20 i 4 t F-POURED CONCRETE POURED CONCRETE OURED CONCRETE ':--- OR CONCRETE BLOCPOURED K WALLOR CONCRETE _ ""'" BLOCK CONCRETE E ----� i OR CONCRETE .,-. _ __ � ��.e!-- f REQUIRED ! BLOCK WALL REQUIRED 1� 1 � IXISIING GLASSREQUIRE •' - BLOCK WALL REQUIRED OR EXISTING CLASS y NCREIE ANCHOR- EXISTING GLASS .S`,�.�`� P :'• ---- — .,,• -'2'MIN,. EXISTING GLASS MIN.SEPARATION ,ter*'.. �''' ...:J—— — �h E .t"' •'�. L_— -[ 2 MIN/-:- 1 ? MIN. If I _ TO GLASS(SEE EoA�(i MIN.SEPARATION ,F?.. SCHEDULE ON SHEET // t r I SEPARAnON f EQ _' 7D MASS(SEE ':i d' ... 11 FOR BLADE QAND ? / � to 17a GLASS�. SCHEDULE ON SHEET - 1/16"x3' MAX..-.-.,._ ON SHEET 19 FOR '� i 11 FOR BLADE®AND (6063-T6)CONr- `: BLADES &Q� It FOR E31ADE®AND ✓ .1 A ���&FEL<f ON SHEET 19 FOR ALUM. CLOSER :" 1 2" / ... ............ONFSHEETT 9 FOR ON SHEET 19 FOR � 1 (LOCATE AT '.. BLADES m&Q� EITHER SIDE L.7.... ®& PLATE. (LOCATE 1/2! .._... _ ._ ` I &® . j AT EITHER SIDE MIN. OFQ) 1/Y MIN. :.......:.. .... OF®) I I I �,•4 USiiiE 1'OR Z'MA%. I -` �IOxI 2`S.M.S, QIOx1/2"S.M.S.. i I (AS APPLICABLE)x2'x1/8"x0 2 .....__.._. / .....J -�:.✓' ® I6'0.0. > ALUMINUM CUP ANGLE (l a ' ® 16"O.C. -� mil= � i ----{-'"� `1 (6063-i6 ALLOY)AT MIDHEIGHi ��� A rcel 'o )'#10x1/2"S.M.S.TO®& �1 (2)1/4"4 TAPCONS ANCHORS TOI SEE DETAIL X FOF WALL AT 1'O.C. (LOCATE AT I �^" f SIDE CONNECTION R EITHER SIDE OF®) Q QR I O OR ®� SEE DETAIL% FOR OR _.. __..L. TO TRACKS SIDE CONNECTION ® I. «®«©•7O«BQ 10,.®« SEE DETAIL X FOILA'1 4}-.1 ®«©,O«O'10•®« 1 ww 6• 7 a 8 10.®o- TO TRACKS « «6..7 9« .®« 10•05«©.�«®.©o- SIDE TO TRACKSONNI ON \J I tow 0«020.0« 10.0.0.@-0.0°' ©•O•®o-©.O.®o- Lfel-.:O•©«©,O•®« . ®«®ETAIL( CONNECTION DETAIL «�® END CONNECTION DETAIL 3 END CONNECTION DETAIL 4 END CONNECTION pETAIL 01 END CONNECTION DETAIL 2Q O � - 4 REQUIRED ONLY FOR SPANS GREATER THAN .. .. :.. ... r....POURED CONCRETE OR _ ._.. .. .. . ... - '. IXISnNG GLASS CONCRETE BLOCK WALL EXISTING REQUIRED If ( _ 4 l € LAN.SEPARATION #10x1/2`S M. : TO MISS(SEE �. � - MIN.SEPARATION I t ____ 1 SCHEDULE ON SHEEP TO GLASS(SEE Dt _ M "r -- ©OR®OROOR 11 FOR BLADE®A1QD. CONCE �\I/2 MIN. Ep 0P1 SHEET ________ ___ `}" .014 BLADES ON SHEET 10 MR �g FOR ANCHOR a3-.._ - _ I FOR BLADE AND �...�J.. (__— -1- —__ I�OR©OR(qOR(3 a_......-.._�. 11 CONCRETE f 12"0C .�. S EIADES m&(F) OR'I D.C. 1 -- MIN." 1 2"MIN. .. -- / I. - EQ.... I OR®ORQOR '2°MIN. '- - ........' ^'�` 2 MIN. SEE LIMuATIONS OF USE FOR w VIEW `• H i. BLADE 1UA ON SHEET 19 0ORQOR(qoR�,OR(g Y f 1 5 �... ... OR y DETAIL .-- PLAN OR - POURED CONCRETE ORCONCRETE END INSTALLATION. REQUIRED BLOCK WALL �•®«©,�®,®« -,.�.\\ ® O'®«©`O•®« © O.©«© O ®� i HV .BL.ADE...OR tI A..HV.._VINDOW BLADE INTO .CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL O O.0«0.0«0•®«" END CONNECTION DETAIL© «®® FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' �VIP )+ 02020 EASTERN METAL SUPPLY INC. y, 02020 TILTECO,INC. se •� C O / ` BERTHA HY AccShutter System No.44 6 - /777 ., !""irr �I L>r . Hv BLADE#1 w/OR W/o H.V.WINDOW BLADE _ America Shutter TILLIT TESTING & ENGINEERING COMPANY Association,nSYstertl N )..17B 10..._ DATE. DRAWN 8Y: M.P Ei s o'• STATE F 6355 N.W.36ID SL Ste.305.VURGNIA GARDENS.FLORIDA 3318 Inc. , DLD 17-1D7 1/2/202 DATE ,7/2/2020... -0% Phone (305)671-1530.Fox:(305)871-1531 4268 Westroads Drive 2 O •• P • k � e-mail:tilleco0aol.com West Palm Beach, FL 33407 3 DRAWING No s /C R�ORt .�.� CA-0008719 20-164 S/ONA E S�%` WELTER A TILLR'J,P.E. /r SL FLORIDA L•c.8 44187 5 : _SHEET rrrrr(rEEEE1SEAL/SIGNATURE/DATE - --- - 10 :0F....20 e SCHEDULE_E 41 SCHEDULE 0 MAXIMUM SHUTTER SPAN '"C+"OR "L-" MAXIMUM SHUTTER SPAN* "L+" MAXIMUM SHUTTER SPAN*"L+" (ft.). FOR INSTALLATIONS W/ OR `L-" ft. FOR " 1NSTAL1077ON LEGEND �lQTES; CENTERMATEc, ® & ® or or ( ) R L-" (ft.) INSTALLATIONS INSTALLATIONS,W/ OPPOSING =W SQMETRICAL CIFINITERMATES CONCRETE &- 1 W/ ONE H.V. LOCK ®.or ® or�or ®, MANSORY W000 PO POSITIVE MAXIMUM ALLOWABLE SPAN FOR . GIVEN HD LOCK W NO LOCKING RODS or ONE HV LOCK or or "O W/ ONE HV LOCKS POS THE A ALLOWABLE DESIGN PRESSURE RATING. CENTERMMAT S/®& ®W/ ONE HV -T" W/ NO LOCKING RODS @ OR W/ NO LOCKING WALL A, B, C, D, E. M. N. 0, P, 0, A.S.D. DESIL­ MAX GNOPRESSURE RATING.GIVEN NEGATIVE LOOK ® W/TWO LOCKING RODS ® OP & (SEE NOTES t,1'Y) 005 MOUNTING F. K & L R. S, & V. . T (VALD FOR MOUNTING Q PROCEDURE i BOTTOM.(SEE NOTES 1t) SHEET 7) FLOOR/CEILING G,H, 1, It, J WALL MOUNTINGST(T P DETERMINE OR FLOOR/CEILING: ' CONCRETE h WOOD . T, U. W & X CONCRETE.&WOOD INSTALLATIONS uAwMuu MWMUM MOUNTING CONCRETE & M GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, ASD.DESIGN .. .. AS.D.DESIGN TI S AS.D.DESIGN INSTALLATIONS ......_.... ... PRESSURE WALL MOUNTING FLOOR/CEILING PRESSURE WALL MOUNTING PREssuRE DETERMINE MAXIMUM SPAN °L+'FROM SCHEDULE_ RATING RATING RATNIG FLOOR/COUNG MOUNTING MOUNTING GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, (P.-J.) � � (v.v.l.) FLOOR/CPUNG MOUNTING � (w•.t) OR . (+OR-) ... ......_ -_.m".-............:...•....... (+OR-) _.. ., I.OR-) .FLOOR MOUNTING .. - DETERMINE MAXIMUM SPAN 'L- FROM SCHEDULE. L+ (ft) .:L-(N L+ (II) L-(fl) ,L+ ft) l-(ft).-- l+ (R) MAXIMUM SHUTTER SPAN "L+'OR'L=FOR ' 30 OR LESS I6 0 `16 0 18 0" 16•-0' ...."30' 10 0 -16 0" - JO YES'-0" 16'-0" INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE — ...._.. - ..__._ ...._._.._ .,_..,,_______.... ..._....._,...._,_. ..._.___ _"- 105 psf.AS.D. DESIGN PRESSURE RATING. I DETERMINED SPAN.BETWEEN 2+"AND 'L- ... 35._ 14'..10 14'-10 -15'-7 16'-0" 35 14'-10 14-10' 35 15'-2" 16'-10" - _..._. ..... ...-. . .... 40_ 13' 10 13'-10.. ...14'-2 15 2" _ 40 13'-to° _13'-10° 40 14'-_2' 15'-2' [NOTE _, _ - - (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1' 13'-1-.wl3'-4 '14'-3" 45 13,-1" 13 1 45 13'-4` 14'.-3_ HV CORNER CENTERMATE a3 MAY BE USED AT ALL' COMBINATIONS IN BETWEEN WALL MOUNTINGS 'W/ FLOOR CEILING MOUNTINGS: 50 . . . 12 5 12'-5" 12'-8" IS-7` -"' '50 - 12'-5' 12'-5' - 50" 12'-3' 13'-1' OUNTING INSTALLATIONS. LOCKING SPECIFICATIONS /_. 5 _ HALL BE AS INDICATED ON MANDATORY CONDITION 121.1' 10° 11'-10`. 12'-1" 12'-11' ..t 11 10 11'-10' S5 17'-1' - 17'-11' FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 55 __......_.__—.__._ .. ,......-.__ __"_"..._....___.__._ #5, SHEET 5.60... 11-4. ..11•-4'.' 1 V-7' 12'-4" 60 11-4' - 1 V-4` 60.. . 10'-2' 10•-71" .. .. RATING: ....... ... .. ............ -_-'-'- " DETERMINE; 65 10 to 10-10 ft 1 tY 11' 65 10 10 10'-10" 65 9 5" t0'-1" _ _. ..._..._........_ - t+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10 6 10' 6 10'-0' 11•-5 70 10'-6' 10"-6" - 70 8'-9' 9-4' ._..._ ....., .-75 Is+= MAX. SPAN FOR FLOOR/CEILING MOUNTING 75 10 1 10'-1 10'-4' 11'-1" .. 75 10•-1' 10•-1' 75 8'-9" f f EXCEPT THAT MAXIMUM SHUTTER SPAN "L+•OR INSTALLATIONS. 80 9 9`-10 10 10'-0 10'-g` 80 9' 1,0" g' 10' 'L-"AND MAXIMUM A.S.D. DESING PRESSURE RATING FOR '...... _.. ..�_ ._.._._.. _........ 85 g' 8 9'-9 10'-5' 85 9'-6" 9'4" INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE SHALL BE LIMITED AS FOLLOWS: RATING: _._._. `.. 9'-3" g'-_3 9 5 10 ....._. 90, 9-3 9-3` DETERMINE: 1I CONNECTIONS To KEYSTONE MOUNTING 95 "-a. 8-9 9 2' 9-10' 95 9 0 8'-9` Lt-=MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. LIMBED TO +ON SHEET T 7. AND 8'-0' SPAN, SEE L2-- MAX. SPAN FOR FLOOR/CEILING MOUNTING 100 e' g 8'-4 9-0' 9'-T _ 000 8 9 6`-4' MOUNTING MQ ON SHEET 7. INSTALLATIONS. 105 e'-7" T-11"_ g•_g• g•_q• 105 e'-T T-tt" 110 8'-4' T-7" 8'-7` -g'- . ...._ 115 - -t3,•.-2',..._. 7'-3 8'-4 8-11" - 115 8 2 7 3 SEPARATION TO GLASS SCHEDULE. MINIMUM BETWEEN 'Lf+', 'L2+", "Li-'.AND "L2-• '-' - 120 8'-0" 6'-11` B'-2" B-g" 120 8 0 6'-11` 125 T-70` 6'-8' 8'-0' e'-5" 125 7'_I0 6'>8', AL W TO ANCHOR SCHEDULE WITH D. DE MAXIMUM - ALLOWABLE SPAN AND NEGATIVE AS.D. DESIGN ....130 .7'-8— 6'-5` Y-10` 8•-1" 130 T-8'�: --6_8" ... MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 T 7 6'-2 T-g' T-9' 135 .7' 7 s z WIND ZONE SPACING. T-T 7-6 Rao T 5 s'-It- . ..... ASTM E-1996 SEPARATION ..._..........1...._........- _.. __......_._.. _ 145 7'-3' 51-g 7-.'8'_ 7--3'-... 1.45_........_._.7,-3—_ 5 9 ._.. .. .TO GLASS 150 7'-2' 5'-7' 7'-4' 7'-0' 150 7'-2" - 5'-7' 155 . -___ _ ... 1 THRU 3 160 W-11" 5'-2" 7'-1' 8'-7" 160 6'-11 5.2' ............___.._._._.... __...._........... . ..... 165 8'-1 D' S'-1' -T-O'.-. 6'-4' :......165 61-101. 5'-1' .._.. 170 ..6' 9, 4'-11 6'-11 W-2" 170 6'-9' 4'-11". (/.. 175 67 49 69 60 175 ., 67 49 - �I ) I"'IV BLADE.. 180 6 6 a 8 6 8' I S 10 180 8 6 4 8 185 fi' S 4 6 6 7" 5 8' 185 8' 5 4 6 i 90 6' 4 4'-5 6_8' 5 6', 190 - 195 6'-3:7..4'r3"_ . 6'-5' 5'-5• 195 6,-3° 4'-3" 200 6'-2°, 4'-2'. 78•=4" 5'-3' 200 205 ... . 6'-1`.. ,4'-1`- . 6'73'.... 5•-1- .2os FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone _ ((''((('�'Lff 02020 TILTECO,INC. INC.A rr C ©2020 EASTERN METAL SUPPLY, uc Ns '..��; / Accordion Shutter System LE'C-_ ® 1 N C•. rroDW BLADE ® ■ ■ ■ g i No.q 1 American .Shutter Systems EvL NDEscRIPn/ W/ou�V:y1EoRaWN BY:MLcw.L c,. c*: TILLIi TESTING & ENGINEERING COMPANY '� � 0355 N.W.36th.SL,Se.305,VIRGIN.GARDENS.FLORIDA 3318 A890C(Otr,On� Inc. 1. t OLD 17 .107 7/2/702 DATE .7/2/2020 STA OF Ph..:(305)871-1530.F..:(305)871-1531 4268 Westroods Drive z DRAWING No 9'• F w D—mcn:O6nGomGGLGcm West Palm Beach; FL 33407 3 CO ILIA �.�.� CA—D005719 20—1 64 WALTER A TILT J,P.E. 'S'S,O.. FLORIDA U.d 44187 :' 5 :. _ , qq ..N1/SIGNATURE/DATE'- SHEET e 11.0E 20 MAXIMUM MICHORIO SPAGING (in.) GGHEDLILE FOR A G0.1EN MAX, SHLT!TER SPAN. --' A S D DESIGN NE GAME PRESSURF RA71NGAND A CORRESPONDING MOUNTING TYPF FOR CONCRETE OR CONCRETEANCHORS SPACING LEGEND .. . ... . .. POURED CONCRETE. _-_.SEE MOUNrmGS A B,,c;n-ANo gN SHEET a .POURED CON CONCRETE BLOCK TAPCON OR U A WALL HEAD MOUNTING A WALL HEAD MOUNTING ®WALL HEADER MOUNTING .D WALL SILL OUNTINC -.D WALL SILL OUNTING C h WAIL HEADER/SILL TAPCON WITH ADVANCED 9P W/', .W/ W W/ MOUNTING THREADFORM TECHNOLOGY (ft) AS.. RE.RVI ASA:�FSGN t¢0471VE P _IWINO,(pal AS�A.,DERGN NEGUK PRESSURE RACING(p1f A5.&DESIp1,NE07!TNE PRE911RE RATINO.. ... AS;D.DESIGN NFS.47ME P(t I1NE TWG Aso.Dmcx.lactilry>:Pscss!me It1nN0 ALL POINTS SOLID-SET i- .. ., ._ 30 I nu 3 90 120 180 205 30 401y80 75 90 120560 205 JO 40 60 75 901120T1g0 205 JO 40 80 IJS 9.0 1120I780 205-30 40�60175190 12011601205 }0 40 6D 75 90 120 160 205 BLUE TAP 14 12,. e g 8 .8 6 14. 12 10 9 8• 8 8 6 14 .12.: 10 9 8 !B fi e 14 12 10 9 6 8 6 - 14- I2' 10'I-B ,B 8'" g" 58 B 8 B 8 g 8' 7 5.$ 3•-0°'14 12 10 9 0 '8 6 6 14:12 f0 9 ,,,B,,,,e 6 6 14 12:10.'9 'a •e'8 '6 14 12 10'.-9 6 14 12 10 t 9 �e-�a rr6 18 B 8 8 B 8 e i e 9 TAPPER{„ , ...._ ,. ......-...._. _ ._....._ OR l4 12.'70' 9 B e 8 :S 14 12 i0 '9 _9 gee ;8 14 12 10 :9 8 g: 9 .8 14 12. 10 B B B 8 .5 14 12 10 :9 B B. 8 6 68 .6 B g8�I8 BS' '- .e..e e e 14 12 10 9 8 e 8 6 14 12 10 9 8 a B 6 14 12 f 0 9 e e e - 1{ 12 10 9 a 8 6 8 B"8 g B 'B .8 :e 7 14 72 10 9 e' 8' { 14 12 '10e a 8 "8" 6 14. 12 10 9 8 8 B -e 14, 12 10 9 e 7 l4' 12 10 '0 'e 7 5:5 - 8�g e 0 a 7 5.5 4 ..............._...._. ._.... 4'-0° 14. 12. 10 8 4' 14: 12 TO 9 e 6 8 B 14 12 10 9 B g 8 B 14 12 10 9. e e 5.5 - 14 12 10 8 B B 8 8 B B B a e B E B .14. 12 10. 9 B 6 13 _ 14 12 10 9 B 8 B 4 _14 12 10 '9 B 8 8.:6 14 12 10 9 8 8 -- - 14 12 10" 9 a B 8 - e 8 e 8 8 B 14 12 10 9' g 8""6 4' 14 12� 10' 9' B B B 6 14 12 10 9- B 'B' B -8' 14 12 10 9 B B � 14 12 10 9 B B 8 B B 8 a B a 7 6.b 14 12 10 9 8; 8 4.S - 14 12 10 9" B B 6 3.5 14, 12 10 9 8 8 6 6 14 12 TO. 9 7.5L,.�- 1-: 14 1 12 .10 0 7,S 5.6 - 8 8 8 8. 7.5 5.5 d 3 :._._. _ .W.__ _..__.._ ..:...........t.12........... .. �.- _ * SEE ANCHOR 14 12 l0� B. a 8 4.5 14 12 10 9 a g B }.S 14 12 10 9 B 8 6 -6 14,12 1019 B i 7 - 14 12 10 9 8 8 '8- ' a g-"a"8: e B B' 8- 5-0° 14 1z. 10 9 8 5.5: - 14 12 10 9 -e e-4s '1a 12;to,9 a B B s -- 1`2 10 9 g. '3 - 1a. 12 1.9L 9 1 e s e i B a S 7 s a SPECIFICATIONS 14 12 10 ..e.: 8. 8..:{. - 14 121. 9 9 B 8 3s 14.12 l70.7 B I 8 i 8-;.8.. 14..12. 10.-9 .8 € - 14 12 10,1,,,9 t1�7.5 - - 8 8 8 8. 8 7$'ss'..t ON SHEET 13 14 12 10 9 8 55�.,3 I4 12 10 9 B 8 4.5 - 14 12110 0 8' 8i6'1'6 14 112 95.75,4 - -14 1219.57.56.5 Jb '- '8 g 75-B.5 Y.63.5 - .... 14 /2 10 9 B 53 14 12.110 1 9 li 8 41 14"1 12 1 10 9 I ii 9 g':6 14 12 70: 9 B 4. 14 '12 10 .9 8 B 4 t. 'B 1 8 14 12 1C '9 9 3 I:, ... I4 .12-)f0 l_9., 5 e - - 14.112,10 9 16 a SS J.S 14 12 10�-9 4S - - 14. 12 10!9 75 4 - B 1 B 8 B 7.S 5.5 4 3 ...............14 12 10 e B 1.5 - 14 12'i 10 9 a B { - 14 1 1212'10`e''i-e--T a"i-6 ss'1"4`12 10 5'�5 - - - 14 12' 10 9 e 4.5 - '--74 -�6 e 0 g 6 4.5 14 12 10"0 a - - 14 12 10 '9' a-6.5 3 - 14 12 10 9- 8 i 8 8 14 12 B 45 - - 14 12 _B 6.5 5.5 - B' 8. 8 6.515.5 4 3 - ..___-,,..,_.,,_..,,_,.,,,,....__.._. .....__- �.-0. 14.12 10 9 8 4 _ _ 14 12 10 9 B 6 5"1} 14 12 10 9 e a 6 - 14 12 10 9 8..:-...-__- 14 .12.,,.10.,,9 8 7 - B e 8 e 8 -6 7.5 'e ,_9 __ ._.t.___._.___ ___....,.,...._.......,, _..._ 14 12 to 9 4S 14 12, 10 9 8 4 1- 14 12 10'S.5 14 12 10 B 64' - - B 8 8 B 85 S` ].5......... .... ........__.. .. ,.:. .. ,_. ....._. __..._.,_._. .. ............1 _ T4' 12 10 9 17.5 M - - 14 12 10 9 a 6 i- - 14 12 70 9 'B g '6' - 14 72 110 8' - 14 12 f0 &5 7 - - e.',8 ..a 4,, 14 12 _10 '9 rl S.S J 14 .12. 10....9 .8.45!.-. 14. 12 10 9 -B 'a - 14 11 17 - - - 14 1W7.54.6 8 e 7 5.614.5 3.5 - - f{112 IO 9 55 - - 14 12 10 9 0 4S - - 14 f2' f0 9 -B g I4 12'•10.74 - 14 13 a ''BB�'B e- :75 7"4� SE B'-0° 1412 t101S5�7` - - 14,12. 10 .98 -'1-" 14 12 10 @ :9..54 14 12 85�3 f� 14:18�SEE EMRAONNS EETS OF U14 12 I 9 5 - - - 14 12 10 9 8 4 - - 14 12 10 9 8 8 - - 14 12 9.5I - I- -!- 14 i 1 - D 1A H1412 10 .545 - - 141121097.5 -1'- 14121098 - 139.54i- - `'- - - 13'9i-12 8.5 4 14 12 10 9 7.S 14: 12 10 9 a - - - 14 12 10. S - - -. 14:.1 - - B 8 B B g 6b 6 3 _ -., 4„12.B5 4 14. 12. 10 9 �!$ 14 /2 f0 -9 7.5 ,., - 14 11.5 4.5 - - i- - - 14 11.5 7.S 8 - - 88- >.5 6 S 4 - - 4 12 10 B 4' - 16' 12 f0' '9"'7 14 12 10 9 B - - 14''12" S - - 14 -12 819.5 - - -"i'- B 8 8 5.5 SS 4 - '14; 12 9.5 5 35 -. 1a 12 11].. . - - - 14 12 10 9 '8...._ - -: 1.5 83 - - - - 11S B.5 59 - - - - 1- 8. 8 5.5 4.5 3.5 - - - ._-... .__... ........._. ..............._..... .. ........,._.__ .,___A __. _... - ne 14. 12 19.5 5. .J5 - - 14 12 10 9 6S - 14 12 10 9 B - - - 14 12 7 .......,. .., 14 12 10 75 5,,,r- - '8"'!'8 8 8 8 - -0° 14 12 S5 '3' - - I4 12 -10' 6 3 - - .1412 10- 9 '8-'"' -.'14 1@5 J _ - 14 10.5 J 3.5 - - B' 14 12 9 4.5 J - - 14 1210 9. 5 -.,-. 14 .12 10 8.,�81"-'1- E- 14 11 - - 14 11 73 - ..1- -B� B75; 6 S - 14...12-.,7 - - - - 14 12 10' TO -.t0.5'8 - - - - - �' 0.5 e'-'B - e! �B� �5 !4 ,JS t4 12 7 14"12 1J- 74 12 10 1%T2 5 l-'14 12 i0''- -8' B 0 88 B 1 Jb 11'-0°14 12 '4 _- 14 12 f0 - _- 14 12 f0 - '- TS 95-'_ i' '2.3 9.3'0 - i - - - e e e S 4 3 .. _ jj _ _ .......... 14 12 6.5 - --1- - 14 12 10 - - I- 74 12 10 3.5 10 - 14170 7 - i- g '87.5.54.5 14 12 5'S-"" ,i,.„ 14 12.i 10 - _ - 14 12 l0- - - - - - 957 _ - 0'w-I 7 3.5 - 14 12 SS 1..- _ 14 12�10 - - - - - '14 12 ,10.,.. _--` 14 12 4 - _14 12 10 - 8 8 B tf -g 6 3 12'-0--44 12 ] - 14 12 e - - - - 14 12 10 - - - 15 8.5- - I - - I1.5 &5 4'' a 8 55 45 4 -i--- - 14 12 .3 '1 14. 12 10 14 12 10 - 125 9.5 1}.5 95'45 i B B 8. 5 4 u 12 j _- 4'112 1a112 - - u 1 t a 8z = e t 6.5 e:B.._e i as - _ - P1, H HV BLADE OR : V BLADE. 13-0 14' 10 .....- ]"•- - _ '14112 _ _ l 14 _ _ 05�5.5 _ _ _ _ _ 10.5 8 r _ _ _ _ .8_ 8 5..�.4.'}5 - - W Ate) 14 12 -.. r 1.- _ 14112 - _ i.c. i.-.... - 14 , - !. - L3.:6. _- - - - t1'.5 g.5 - - - -- .g. B 'S.b:4.3- "- � 1 HV WINDOW_ BLADE: 14 12 - [14 12 14 ...' .9 7.. _ .--.- a' 8 _g. 8 CIS - 14 12 �i-C 4 12 !- I4 '� +)- 14 9 - - 14 12 W - - g a a 1 8.i7.5 414'-W 4 74 12 -+{ 1410 4 10 7S -14 113 _i_ - _ 412 - -'i'-1- - 14 _ _.,_. 0'.54 _ - _ _ _ D B_ _ e B 5 41a14 - 14 7._ 7b __ _ _ _ 7.g 7S S5 3S 3. - 14 - 14 1- t 1I i !_ 14 14 9 B B 7 7 , 15 0 '14 - 14 - - 14 1- j} I i'- 9 _ _ _ g B 7 45 3.5 Y3 3 - III s 8 7.5 5 4 14 _ _ _ _ _ _ 74 _ _ _ _ _ _ 14 ......! -1- - 10 ....- - 10. _ _ _I _ 16'-0° 14 - - '14 - - �_ 14 _t_.,. 14 r 14, _ 8.. a51 B575 14 14 __T,- -- 14 - - - B _j _ g.. IT-4 - a 8 166 4 J 5 ._.._.._._. .. 14. H. ,j- - - - - - FLORIDA BUILDING CODE(Non High .Velocity Hurricane Zone ltllltw'04y77 .' 02020 TILTECO,INC. ©2020 EASTERN METAL SUPPLY..INC. EN TLE C 0BE BERTHA HVTM A 1 ,a�. ccord on Shutter System No.441 =-� /�.: r '�N i RV RAM#1 W/OR W/o H,v.WINDOW SLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter 5 stems *. * Y EV.N DESCRIPTION DATE DRAWN BY, N.P IT ?'a�� 63W N.W.361h.SL,St-.305.MCINU GARDENS,FLORIDA 3310 Association, Inc. 1 OLD 17-107 /2/202 DATE 7/2/2020 o'• STATE 31� Phone:(305)g77-7530.Fax:(305)871-1531 4268 Westrood5 Drive Z 'p a- 0:It 11000fi o0o L-n DRAWING No F�ORt ����` CA- 1 West Palm Beach, FL 33407 J �/�Fs ri••••.•• ��`��t WALTER A.TILUT Jr.P.E. ZOO 6 �7i� /ANAL .• FLORIDA Uc. ®44167 S SHEET.. f�4f tE. SEAL/SIGNATURE/DATE 6 12 OF 20 MAXIMUM ANCHOR* SPACING (jjj;) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES . A.S.D. DESIGN NEDATNE PRESSURE RATI •AND A CORRESPONDI •MQUI11ING TYPE FOR CON RETF OR If)NCRPTt R fYJE INcr LMONS (SEE MOUNTINGS E,G,&H ON SHEETS 6&7),. 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED cwl:l=ELM POURED CONCRETE .. (A). TO EXISTING POURED CONCRETE (Mtn.f'c J kaf) MAXIMUM E@WALL SILL MOUNTING ©CEILING MOUNTING QH FLOOR MOUNTING - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W. BUILDEX.(Min.1'. 3 WI) 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. 1". 3 keQ (R) S.D.DESIGN.NETAINE PRESSURE RAIBJG. O..DESIGN HGAME.PRESSURE kW.pa ,SA DESIGN-NEGATIVE,PRESSURE RA11NG $1 - 1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC.(Min.f e - 2 ksi) .... ....... r 30 40 60..75 901120 I80 205 }0, 4a 601 73.1.80.{120 ifi0 2a5 30 40 60 75 90 120 160 205 TAPCON WITH ADVANCED -TAPOON 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 8 8: 6 6:5 la 12 10;9 8 -8 6 6 14 12'10 9 8 8 6 6 THREADFORM TECHNOLOGY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMFRIG4N SHUTTER SYSTEMS ASSOCIATION. INC. (Min,f'c }ka{) ._.,........ _...._...._, .,„...6, _ 3'-0° 14. 12' 10 B B B _e...m8... 14,..12_,10�_9 �6._. 6 ,14„ 72 10_9.'�8' B .6.....8. qLL POINTS SOLID=SET_ NOTES: OR .. 12 10�A 9 8 8 6 6 14 f2 i 10 9 B 1 8 8 6 14 12 10 9 e e e 6 -'BLUE TAP W/CAP A.1) MINIMUM FJA13EDUENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 1D' 9 e 8 e . 14 12 10 9 8 1 8 6 6 14 12 10 9 8 B 8 6 ANCHORS IS 1 3 4 AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2. 14 12 ID e e. 7 55 35 11 12 10 9 8 0 e B 14 12 10 9 e B e 5 TAPPER+ /•' 14 12 10 9 8 0 8 6 14 12 10 9 5 e 8 '6 '14 12 10 '9 8 8 6 3:5 4'-0' - --- - - •- - ---- . A.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOUD-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE NO EMBEDMENT 14 12 10 9 B -8 6 -4 14. 12 tag 0 B e 45 t4 12 10 e B �5 s 35 INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND -- 14 12 10 8 B 5 8 49 -14-if 10 V,8" 'B B 56. 14 Ti- 10 9 8 18 1 8 C6 1°MINIMUM FOR WALLS WITH NO STUCCO 14 /2"'10' 9 7S AS 3.5- 14 12 10 B 8 5 ,6.. S 14 12 10 9 8 7"S,S 4 •SEE Uu mws OF USE FoR 14 12 10 .9 8 8. 8 6 14�12 f0: 9 8..B 6.5S 14.).12 YO e e B 6' 45 9LtDE 1(UaY ON"SHTET t9 A.3) IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 5-0' -- '--. _ :A_..__ .._ J-_ - ._ .... .. ,4 12_ 10 .9 8 7 4 i- 14 112 10- 9 e 16.51 5 13.5 114'12 ID, 5 6.5 5 121.51 3 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 10 9 8-7.5.46- - '.14- 12 l0 9 B e "8"'4S N l2 f0 9 e e {.5 3,75 NOTES A.1)&A2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR_WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 A2 9.5'17.5 6.5:4.5 -'I. 74 12 70 9."8 7.5 S.S.:4: 14 12 10' 9 B B 4.5 35 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. -io .........___. _:.... 14 12- 10 9 e .-1.:.6�_. .4 .12 .10 9 8 B B 3 14 12 10' 9 e 6.5 5 3.5 ' 6'-0' 14 12 10 B. 71 5A 3 14 12 10 8S 7 55-4' 3 14 12 8 6.3 5.5 4 3 (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) "" Ti ""' "" " '"-"'--- - 1 4 0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY'I.T.W.BUILDIX. 14 12 16 9 5 s 14 12 10, 9. .B '6.5 5 .75 14 12 10.85 8 9 4-. - / 14 12 8 85 55 3 - 14 12 10 9- 0 &5 4.5 34 14 12 10' 8 7 5' 3.5 '3 - 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. `'T'"Y' 1/4.0 BLUE TAP CONCRETE ANCHORS W 7,_0. 14 12 10: 9 8 8 14 12 10 9 e 7 S 4 14 12 10 B ...S S.. 4 3" - W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 14 -02 12e a 85 4 - - 14 .12 0 17.5 8 4.5 A - 14 10.9 7 S.5 4.5 35. - - - iT4'0 TAPPER+ANCHORS AS MANUFACTURED BY DEYfALT,INC.. D DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPEC[ COMPANY OR ANY _ 11 OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTEREDWITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 12 10 6S 7 4 - 14 12 10.9 75 .5 4 - 14 :12 9 7 7.5'4S - 14 it-I.7.'L 55 4.5 - I- - 14 12 10 9-75 55 4 14 12 9"'7 6 4.5 3 NOTES, 8'-0' 14 127'10 9 8 B.5t- - 14 12 10 1 9 B 6 4 - 14 12 f0:_8 BS .6�3S 1 B.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON;BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPOON 14 72 8.5 7 5.5 3 14 12 e'63 I SS 4 3 - .....9S 8 B - 3 1- WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS IS 1'. 14 12 t9.5175_...8_ - 14"12 9S 8.165 5 - 14 12 6 6'6.5 4 .- 13 0.5�6S 5 35j 14 12 10 8_ 65 5 - 14 92 8 6.5. 5 4 i 4'0 x 3/4'ALL POINTS SOUD-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK NO '14 Ti,�'16, 9 e.,l...... 14 12 1019 76 45 - - 14 '12 8.5 7"5,5 4 I B.2) MINIMUM EMBEDMENT OF 1/ 9-D• T4-11S-5., 8 4 I id 11 7 155 5 3.5 _11....5...S.5"ds"5.5 T -' EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4.0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 12 1 e ®.5 rs.51 - _ EXIST,AND 1-MINIMUM FOR WALLS WITH NO STUCCO. .. _.. _.. .. .. ....... ,. ._... .._. _._ _ .. - 14 12 &5 1 7 SS 4 14 10S 7 5,5, 0 145 ts 8.5 5.5 �4 � 1��= - 14 12 9- 7.1 B 4.5 - 14 11 7 5S 4S SS�- - B.3) IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, to 12 10 9 75 i-. ""� 14 12.,10 a 6.9 .S - 14 12 i 5 18'1 5 1 4 f� ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES:ANCHORAGE SHALL BE AS INDICATED ON 14 105 7 5 3.51-'- - 17 95 6.5' S' 4'1 3'-'- 1- 10 17'" 5-,4 y S 1- 1- NOTES B.1) &8.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIF9 WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER, .,_..._......_....__...,.......___-__-„___._,...._..1._..._....._..,.S...I.4.i..4...•_..- ... FOR INSTALLATION INTO EIFS WITH.METAL STUDS SEE SHEET 20. 14 117.555 - - 1411.596 5 �4 -? 25.9516 106 8 5 - .- - - - i4 :12 8.6-9 5.5 4 - 1-. 13 t 10'6.5`'5 413 - - 14"12 10 --' _ "-' 14'.12 9""7"6' 4.6 -i 14 LOGS 7 5.6 4.5 35 -'" (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. -12595 5 12 9 _e. .5 4 ;3 - 77 9 7 4.5 3.S 3._-_ - -_ _ 14 10 7�� -- -.'14 LOGS '7 5.6 4.6-��"- -' 1.5 8.5 5.5 4.55.75 - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9.6 7 4.S " - 14tLS 7.5 '8 S' 12 e a 4.5 4 - - - ' " _ 14 12 8 6.5 5.5 - - - 13 10 U 5 4 - - - EDGE DISTANCE VERSUS SPACING SCHEDULE-FOR ANCHORS;, 1.5 8.5 4.5. - -- - - 11 0 5.5[41' 3.5 - - - 8 B 4 3 - - MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW. FOR E.D.LESS THAN THE INDICATED,REDUCE ANCHOR SPACING 3,5-&5 6 - - - - 13 015 BSS. 4 - - - 0.5-8 S 4 - - - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. - 9 B5 - 14 tl0S 7 4.5 .r 11 85 55. 4.5 3.6 - - REDUCED SPACING OBTAINED'USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 13--0'74..t2 - - ="14 ILS 7.5- 5 - .12 9 a 4.5 "4' -"- FACTOR .. .. .. ... - 10.5 8 ---' - - - - 10 75 5 3 - - - 7.5 5S 4 3 - - - ACTUAL - 2.5 85 _ _ _ _ 1'2'..-9 6- 4 .= .=`.- 9:5 7`"5 '4 _- - 1" EDGE TAPCON GY ALL POINT SOLD SEr, BLUE TAP W/CAP TAP - 8 6 - - -"13 9.5 B5 - - - 10.5 7S S 4 DICTANCE ...----�- .. � TAPCON WfIH ADVANCE PER..+�- HV BLADE OR .; _... THREADFORM TECHNOLO MM"SPACING14 12 - - - - 14 LOGS 7 - 11 85 55 45 1 E.D. MIN_SPACING�3' MIN.SPACING a 3' MIN.SPACING 1 3 1/2' EON.SPACING-3' 3 3/4' 4•10 7.5 - - - 9 7 4.9 7 S 3 6 3 I 1 V D W' POURED CONCRETE h Eq�OONREIE CONCROE a= POURED CONCRETE&"POURED CONCRETE&Ppp�p C0�CONCRETE E4Oryi ..._.. ,,..._. CONCRETE BLOCK pMU oL E0.•J 1/2' MN.E0..2 1/2' CONCRETE BLOCK CONCRETE BLOCK L4H ER•3 1/Y MN.E11.2 1/Y 11.5 e - -- - - (�- 118 S.5 4.5' - B &5 4.6 - ' Hv t DOW MN.EA-3- NUJ.F11.•31 2' 12 9 8 - - - 9.S 7 4.5 - - - . -- -- 10_ a:6 B` 6 - -i- BLAQLAORKING0.84 15•-0°-19 -••:.. ._._ 5,5 65 46' = ;-..-_ _- 8.55--3 2 1/2 ..... O81" ..1.13 _. ... - .... ..._.. - 067 __ _._1 O 1 0.7B 1 0 :10.- - - ? - 0.5 B 5 - - - - - 8.58 .4.. _ _ 1N'..UNISON.. _...:2': - _..................... _.v. ......_ 0.7;` __. .-._ - - - - osl` _ _... 11.5 B 9 BS 4 6 - 1- 1 3/4'.14 _.... 26 95 B _'1 to ].5 5 1 -._- 18 OT... - .. .... _>.M. _B� 8. 4..� . 13'.'.�4S J I __L...�..� � 1 1/2'� 0.35 _ _ .. .:.:.:� � ......... ... -_-.......-. - 0.35 1 - 6 - - ---t"" I___ ss as 7 6 - 1- - - - a 16 4 . FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 02020 TILTECO.INC.INC 02020 EASTERN METAL SUPPLY, INC. "' ••. T % BERTHA HVT.M Accordion Shutter System r ■ w,1�'♦Lm H.V. BLAME#1 W/OR W/o RV WNDOW BLADE _ No.44 67 �' Am Systems TF: 7y i TILUT TESTING & ENGINEERING COMPANY BftCCn SFfUHBf Sy3tEt EV,N DESCRIPTION DATE . DRAWN BY: U.P a' STATE F �� Association 1//zo - � - e]SS N.W.SBIh.6L.St..303.MRCWN GARDENS.FIARIOA J31fi � Inc.• ..:OLD 17-107......., /2/202 DATE: 2 20 , �- •. 4z, Phone (305)571-1530,Fax:(305)871-1531 4268 Westroods Drive 2 - DRAWING No tilt...®am.com West Palm Beach, FL.33407 a CA-0006719 20-1 64 %A,,FS '••.... .. -� - - WALTER A.TILUT 4,P.E. 4 NIA' `� FAL/SIGNATURE/DATE FLORIDA Lie.g 44167 5 SHEET 6 "__13 OF 20" MAYIMUM ANCHOR" SPADING (in.) SCHEDULE FOR A MEN MAX. SHUTTER SPAN, A c D DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS I ATIONS _(SEE MOUNI!NGS 1,J.K&L ON SHEET 7) .. ...... .....CONCRETE. POURED.CO ODNCREIE BLOCK WALK ovER& n TRENCH ANCHORS SPACING LEGEND y QJ RAINGUARD MOUNTING (g)WALL/FLOOR MOUNTING ©WALL/WALK OVER MOUNTING -' "•' .............MnuNntic. 4 ............................„... ...„.. _ �... S.D. ESIGN MEMTNE PR=RE PANIC 15.9.DESIGN 1✓ECa1ME P(tE=RE RATING _ DESIGN NErAME PRESSURE RATING({iw TAPCON OR (R) _..._. �_ _.:.:.. .. ........ ..___ .,._.. ...._ •._..w -.. TAPCON WITH ADVANCED So 40 7s 9D 126 180 zas so 401 s0 75 9D 120 1e0 zos So ao sD 75 sa 120 1so gas ao 40 60 l 7s so 12o tso 2os THREADFORM TECHNOLOGY - 14 12 9 6 8 0. fi 12::2.112 12 12 1.5 85 65 7.. 7 7 7.. 7. -7.-5,5 5 6 5 5 5 5 5 S' "-' 94 12 10 '9 B 8-�e 8� 12 112-12 '12 12 12 95 7 7 7 7 7_ 7 '7 7 7-: 5 5 5 "'S'"5--'�3 S 5' DINTS SOLID- _._ . f_.... _ _.._ _ ^� P SET R U35 14.12 10 9- 8 18 6 6 12 12. 12. 12 0.5 a s. <s -?'_-7. 7 -7 7 77F 7 e s sM s..!s_ 5. s 13, B_ ,.5 BLUE TAP.-_ , Ti- 12 10 9 B,.-i B :6 8 12 12 12' 12 12.. 10 7S' 6- 7 17 .7 7. .7.. 7. 7.,.7 63 16 3 5 5 5 S - TAPPER+ 14 12 10 9 B' B 8 B 12 12 12'•'12 11.5 e.S 6.5: S'' 7' 7 'J-"7 7" 7' 5.5.1 4 S- AAA-'S 'S' S 3"4 �. ...... ___..W.... 4,-0' 14 12 10 9 8 B 8 e 12 /2 12' 12 12 e.S '7'- 7" 7 7 '7 7" 7. 7 7 5 5 S b 5 b. 5 5 14 12 10 9 8 8 8 8 12 12. 12.9.5 8 6 4.6 35 7 7 7... .7 7- 7 8S I S S_ 5 5 3 S S 5 5 -_. ___._.._............ ..__ m.._._._._-__._ _ - _ _. 14 I12 10. :1: B,.B B 8 12 12 12.Ti12 10 7.6 6.8 4 7 7 7 '7 '7"'7 7 5.5. 5 S' 5 5 5 5"5; 9' 14 12 10 9 8 6 8 8 12 12 ,2 11 9 7""5, 4: 7 7 7 7 7....eS 4 3 5 5 5 :5 5- S 4 3 14 12. 10 9 8 8 6 a 12 12 12 12 10 I75 53 4 7 7 7 7 7. 7 7 7 5 5 5 1 5 5 5 ]W5 1 5 S'-p 14 12 10 9 B a e I e 12 12 9,5 75 8 45 SS '7 7 7 7 '7 "7" '5 35 5: 5 5- 5 5 5 rS-""4 14 '12 10 9 e„ 8 e'''8 12 12"'12 9S 'B 6. 45 7 7 7 7 7' _7 5S 4. 5.. 5 :5 5 5 5 IS. 4, * SEE ANCHOR - 14 '12 10 :.B' B 8 8 'e' 12 _12 R 1.5 9 75 55 4 J 7 7 7j 7: 7.4.5. 3.$ 5'. 5 5 5 fi .4S 3.5 SPECIFICATIONS 14 12 f10 9 8 _8 e 6 12 12,12 10 6. 6._,45 3S 7 7 7 7: 7 .7 7" 7' 5.._ 5 S 5 S I S 5 5 ON SHEET 13 . 14 12 10 9 e 6 6 `8 12 12 B a 3:.4: 3 '7 7 7 7. 7'S.5 1 4 I 5 5 3 3 5�5, 4; 3: ..� _ -._.._._. ....._ 9-.____ 14 12 10 '9 8. B B .6. 12 12 108 83 3 ' 79 7...7 7 ,7. 7 '.e 4.SI- 5 I5 5 5 '5 5 {S' - 14' 12 ,O 9 8 B B 8 12 112 10 8 8.5 5 ,3.5' _ 7 17 '7 6.6 5.5' 4 _ !- 5 S' S" - 14 12' 10"..9 E B 8 'B 17.•12.,,12. ES 7 5' 4 3 7 7 7 7 7 7 7 8 S b 5 :'S 5 S S $' -p 14 12 10 9 5 8 8 8. 12 10 EY: 5 T. -3 - - l7 7 7 7 65j S 3� 5 5 3 13 S 5 ......: 14 12;10 9 B B 8 8 12 12 8.5 7 5.5 4 I- - 7 7 7 r.iTs 5" 5 s` s -s Q VALID ONLY FOR UP TO +70, -75 14 12_YO -9 8 _B_JL 12 12 8.5 7 5.5 4 3 7... 7 7 15.5 4.5 3 - 5 5 5 5 4.5.35 P D DESIGN PRESSURE 14 12 10 -9_ 8_ a :8_v t2 Y2 0,5 7.5:.:6 4.5 35 7 7 7 7 17..i 7' 7 4 5: 5 5 5 5 5 S s SF A.S. 8•-p _. _....._..._ ._...____.,.�.,_.,„._.-__. ..__ RATING & FOR SPANS PER 14 12 10 9 8 8 0 - 12 9 8 4S .4 3 - - 7' 7 7'1 7 6,5 4 5. 5 S.15 'S' -4. J' - ___ ._. ..____ 75 H._...�._ 7 7~i7s s 4s' - - 'S 'S s 's s 45 - - SCHEDULE (�3, SHEET 11 14 72 0 9 8 e 6 -' 12' IT 7S' 8 5 14 124 8 e - 12 11.5 7.51 8 '5 35 - - 7 7 B:3 -5 4 .-.: - 5 5: 5 5 { 3 - - 9,-p. 14 12 9- 8 8 - I12 12 9.5 BS S.5 4 J -� 7 7 7 7 7 7:-8' '] S 5, 5 -5 5 S' 6 5' .......,..._..._... ...._.,„...�. .,., ..,. 14' 12 10 9 8 a OS 8 5 -4 3.5 - 7 7 7 e B 355" d 5 5�5y 4 3 r 14 12 10 -9 e 8 -. - 12 70 8.3 5 4.5 - - 7..:7 7 6.5 5.5 - - - �5' a S 3 3 4 - - 14 12 10 9 -8 6 12 OS 7 5.5 4S 3.5 7--7- 6S 45 35 - 5 5 'S 4S-35 14�12 10 9 8 B '- - 10'-0� -q r 12 i1 8S 8 3.5 I 7 7 7 7 7 7 45 - ,5 S 5` 3, 5 ,5, 5�4.8 .. ....._....- I 14 12 '10 8 fi B -„9.5. 7 4S'S.5'3 7.. 7 7 SS i5 -. 5 5 5 5 4.5 35 -LL ... 14- 12 10 '8 8' 8 - - '12 9 16 5 !4 - - - 7'. 7 7 8 3 - = 5' S 5' 4,55 - - r-4 14 12 :10 '9 - e a 12NI-7 4 J' 7- 7 S 4 3 3...: r i. 5 5 5 4 3.5 14... 12 10 :9 0 8 12 4 S 3S 7 7- 7�7, 1.7., 3S 'S 5 ,. y 5 8 14: 12 10 9 .5 8 --eS 3 �7 8 5 4 .- - S 5 ..S,15 {� 3 - 2 _ - ........ 14 1210 9 e e '= T.5 7 7, 7 6.545 _ _ 5 6._s_:15 4.5 - - ,1 HV BLADE ONLY 14 12-10 -9 B 1 b J.S - 7 7 4 5 3.3'_ - I'S S 5 4S 35 J - 1{ 12 10 B B - - - 12 4 J - - 7 7 '7 '7 7 8' J' b 5 5 B 5T5 4.512'-0" --- -__ -. ..Y.._,.... 14 12. 10 9- B I- B 6 4 3 - - - 7 755 45 JS - - 3 S'4.5 4 J - 1{ 12.10 9. B- -'.-= -- 10 7.5 5 4 - -.. 5 5 3 S 4 „- - 14 12 10 9 B 1- -_'_ 0.5 8 5 4 SS 7 BS 4.5 3:5 - - 14 9 .8 I-_ - 1S 8.5 `0 45 1_5 3 7 7 (��_ _ 17 :T 7 4SI5 I S 5 5 5 5 45135 13'-0 14 12 i i0 9 8 I- - - ;7 8.5.35 3 7.. 7. S:_s. 3 - H.T.K.+5 5 4 1 3 14 12 10 9. B 7 7 3S 4.S - 7--- .9 5­ B 4S t'4 14'12' 10 9' "'. 10 7S 5 4 3 _-' - 1� 7 6 '4 3 5- 5 { 3 44 12 10 9 - O S 9 SS 4.Jf SS - - 7 7.7. 7.. 7 4 5 5 5 5 d 5 4 3 14 t2 10 9 7 7. 5 3.5 - 14 12 10 B' - 7-8.5 8.5 ;4 - 7 7 5 :s 5 S 5 4 v-( - 14 12 10 - - - I :9 :7 4S SS S' -.- ,- 7 55 16 I - 5 5 JS J - - - - ' 14 12 10 10 7 5 5_4 3 - - - 7 - - 15'-0" Ti- �5 7 J 7�3S -.. b 5 5 5 "5. 5 4 3 ' 14 1 -10 �' B'45 3 4.53.5 ......_. .._ _ -...... _.__...:.�...__ 1v - ` 14 12:10':...__._ _.. -.. '.8 e.'14 - - -..i'-..-_ 7... 7: 5-�-. .- - .6 5 5: 4. - 14 12 10 I - - &5 8S 4 35 7 55 SS :-- S S 3S - _ 16'-O 9.5 'T 4.5 3S '7 I ._ 7- 7 7' 7 a 3 5 5 5 5 45 3S ,4 12. 10 T - 8 3.8 7 85 4 I 5 5 4 35 - - I - 7S 5.5 =75 _ -_..7 7 45 T- _ 5.....5. 4 ,a 1Z 10 - - FLORIDA BUILDING CODE Non High Velocity Hurricane Zone, ` • ```u�>�1UIII �)/ �G 02020 TLTECO.INC. 02020 EASTERN METAL SUPPLY, INC. � \,\CEN 9' BERTHA HVTM F •' /7,LrEcoAccordion ShAutter System -� INt. Am�■S��i H.Y. V WINDCAV BLADE No.44167 - BLADE#1 w/DR w/o H . TILLIT TESTING & ENGINEERING COMPANY American. tter Systems CV.N DESCRIPTION DATE DRAWN BY: MA Shutter STATE F r - i 9355 N.W.3ath.5L,Ste 3W,MRGIWA WDENS,FLORIDA 3316 Association, Inc.- , OLD 17-107.. /2/202 DATE: 7 2 2020 R..• .' Phone:(305)871-1530.Fax:(105)871-1531 4268 Wes{roads Drive 2 DRAWING No %O�•, 0R1 e-mall:Blteo.O.W.cam West Palm Beach, FL 33407 3 '•...... •, � CA-0008718 WALTER A. { 20 164 11NA FLORIDA FLORIDA u g 44167E 6 SHE 14 OF 20 MAXIMUM A.S.D. DESIGN PRESSURE RATING (n s•f•) AND CORRESPONDING MAXIMUM ANCHOR SPACING (tn.) SCHEDULE FOR A J GIVEN MAX. SHUTTER SPAN. NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE. (SEE MOUNTINGS ON SHEETS 18 k 17). . 'EE;; U B �S3TFZ E SOUTHERN PINE No. 2 W/ MIN. 0=0.55, SPRUCE PINE FIR NORTH' SPRUCE PINE FIR SOUTH SOUTHERN PINE No. SPRUCE PINE - SPRUCE PINE 1/2' MIN. COX 2 W/�MIN.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 QjQtQcG=0.550 W/ MIN. G=0.43 W MIN. 0=0.36 MAXIMUM 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, 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 & 0 S &V S&V 5 &V ....... _.........._............. ........................... _ _.. _ _ _-. _>. _ ....._,._._.......... _ S8 m3x RwK R®EE R81C((4 k5A 0{901ISM 103M INN L4 A Mm NL M IAwK wx(4 50 am wm MMK un(➢!I ku_.'OM STGE HOW ROTC(p Q LIM S'SIX ROM UK M �_ OM NCAIE RIB WX(p4 MIN WM MMA WOp M k%"M MIX RWX WN1G(4.'.06171 CM Mmm RIIIG X 30 40. 60 75'90 SOS 30 L40 60 75 90 OS 30 40 60 75 90 :OS 30 40 60 75 90 OS 30 40,1 60 75 90 I105 J0�40 160 75 i90 .05 30 40ry 80 75 90 05 30 T40 60175190 005 30�146 11 90 Y05 30 40 60 75 90.IDS '-0.OR LESS112 10110 9 6_1:8 6 1 6' 6" 616 16 [12 ID 10 9 8 6" 6"'6 6 fi 6- 8'12,10,10 9 Y8 8 6 i- b- 6 6 6 6 5 "4' 4""-4 3 12'12 12 12:12-112.12 r12' 12112:12 i12 12 12 12 12�112 12 - - 4'-0` 12'10. 10 9 *8 1 8 6 6 6 6 6 •6 10 10 9 6 8 6 •6 6 6. 6 6 12 10 i 10 9 '8 8 6 ,6 1 b 8 6 6 8 5 � 4 4 4 3 12 12 12 .12',12 12 12 112 1.2 12 12 12' 12 12.12 12 '12.12 . 10' 10 9 :B 18 6 6 6 6 6�5. 10 10 9 8 8 6 6 B 6 8 5 12 10 10 9 8 7 6 6 6 6 6 5 6 5 C4 4 4 3 12 12 12 12 12 121 f12 12 12 12 12 12 12 12 12 12 0.._...___. ___...._... ..._.._._ __._..._,._._-0`...,.12_10 10 9. 8 6.5 .6,. 6.,..6 6.,.,55 10 10 9' 8 _5 0 6 .a. .5 5::4.5.12. 10 10 9 6 3.5 0" 8. 6 6 5-4.5 8 ,5.... 4 4. 3.5 - 12' 12� 12'1212 12. 12 12 12. 12 12 12 12 12.12 12. 10 8.5 -0 12 10 10 9 6.5 4 6 6 6 .5 4.5 1;0 10 9 ,5., 3 6 6",„8 5 4 3S 12 1,0,. 10 7..3.5 � 6 6 6 5 (4__335 8.., 5.."4"..4..... - 12 12 12 12 12 12.�12 12 12 12 12 10„12 12 12 0_5 8 5 7.5 12 10 10 7.5.45 .3 8 6 8 5 4 }J510 10 6 35; 8 6 5 .5 3.5 3 12 10 10 4 - - B 18 5 .5 3"5 3 8 5 4 - - 12.112 12 12 12 12 12 12 12 12 11 9.5 12 12 K1.5 9 7.56.512 10 10 5' 3:5 - 8 6 SS .5 3.5 3 10 9 4 - 6 6 4.5 4 3 3 12 10 4. 3 - 6 16 4"5 4 3 3 6 5 J.5 12 12 12 12 12 0 12 17 12 11. 9.5 8.5 12Y 12 i 10 8 F 6.5 5.5 ..._ __.....__ ._».,..__......... ..._ _....' _ _..... .12;10 75 4:.-. - 6 6 ..5 4:. 3.��. 10' 8 3, - - 6 6 4 .5 3 12 10' 3 - - 6 f 6 4 .5 3 - 6 5 !- 12 12 12:12,1.5 9"5 12. 12 12 f0. 8.5 7.512 12 t9-7 8 S ii-0 12 d0 55 8 845- j 10 4.5- 6 5.5,3.5- 12 10 - - - - 6 15.5 4 - - - 6 5 - - - - 12 12 12 12!TO-8.512 12 12 9.5 8 7 12 i1218 6.55.5 4.5 12'-0 12 10 4.5 - 1 8 6 4 - -j- 12 10 35 6 5 3.5- - - 12, 10 - - - 6 '5 3.5 - - 6 5 �i L�12 12 12 1.59.5 8' 12 12 11 S. 7 6. 12 1.517.5 6 5. 4 ..........,_. .___�...._. .___ _. _ 13'-0`. 12 10 - _ 6-,. 6._._ .__.__1_ 12 10 ,_... _ .6 45-- 12;75 6 45 - - 6.45 -(- 12 12:10585 75 1212 10 865 55 12. 057 55.45414'-0• 12 1p -„ - 6 5.5 12 7 - - 55 45 - - - 1Y 7' - - - 5;45 - - 6 3 12 12 9.5 8 6- 12 12 95 75 6 45 12 95 65 "5`. 4 3 _ _ 1P2 ._ _ 5 _ _ fi - 12 11 9i7.5 5 12Y 12 8.5 7 6. 4 12 9 6 5 4 _ 5 - - 6 - 12 I10.`8.5 6.5 -4 12 12 8 6.5 5:.3 11. B.5 5.5 4.5 3.5 5. - - - I1.5- - -HV BLADE OR D) HV BLADE WZ A� HV WINDOW BLADE WORKING IN UNISON+ ♦SEE LIYf(A�I0N5 OF USE FOR 11 AGE IV/l ON SNEEr 1D + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL.FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 3.SUBSTRATE SHAG.CONSIST OF THE FOLLOWING: -SOUTHERN PINE No.2 W/C-0.55(N.D.S) - 1/4`0 TAPCON ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGlAS FIR W/G-0S0(N.DS.) EACH SECTION ON SHEETS 16 do 17. -SPRUCE PINE FIR NORTH W/G-0.43(N.D.S.) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G-O.36(N.D.S.) -MIN.1/2`COX PLYWOOD(•1986 APA) 2.ANCHORS TO HOLLOW C 1UNG SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF LAG SCREWS AS PER NOS 2018 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED,FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ' ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE("on High Velocity Hurricane Zone \\\11111t1111 /bAA 02020 TILTECO,INC. ©2020 EASTERhI METAL,SUPPLY, INC. Th A: .. ... ,,, BERTHA HVTM V. \cEN /�� Accordion Shutter System. 's': !-IL. E C'0 i w c. A■ . ..A. H.V. MAN#1 W/OR W/0 FLY.W M W BLADE 44 61 ' N0. = American Shutter Systems Ey,N DESCRIPTION DATE DRAWN BY: M.P = * _ 35 N.W.LITTESTING . ENGINEERING COMPANY Asscclatlan, Inc. I OLD 17-107 /2/202 DATES 7/2/2020 * C 8353 N.W 78I( 5)Ste.303.WI F..:(305.'9.RDRIOA 3718 A'.. STATE r Phono (SOS)871-1530.Fav:(30S)871-1531 4268 W65trOpdS Drive 2 DRAWING No maIGu0006®191.com West Palm Beach, FL 33407 ; '20-1 64 /, F•, .. - WALTER A TINT Jr.P.E. . .. �\` SEAL/SIGNATURE/DATE FLORIDA U..@ 44167 8 S 15 OF 2a INSTALLATION.. _DETAILS ON EXISTING WOOD BUILDINGS FOR HV & & HV*. BLADES AS APPLICABLE S U E A + OR L— FOR I S INTO WOOD',' H E 0 r WALL FINISH /� RE LIMITED TO 105.0 asf, A.S.D. DESIGN PRESSURE RATING,.. SHEET 19 FOR-MAX SPAN & r �1/4'¢TAPCON OR A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE '� & A WORKING IN UNISON `" .:� ✓ ' TAPCON WITH ADVANCED j THREAOFORM TECHNOLOGY '""'rfi'"" I 1/4'0 TAPCON OR r - j W/ 1 1/2•Min.PENETRATION "• / .. APCON WITH ADVANCED THREADFORM TECHNOLOGY OF THREADED AREA TO .� ii ) W/ 1 12'Min.PENETRATION OF THREADED AREA TO EXISTING - T F"�:Y ( F, EXISTING WOOD HEADER. �.=...•....�p '� j' WOOD HEADER. (SEE SCHEDULE ON SHEET 15) SEPARATION# MK TO SEE OR pr €\ (SEE SCHEDULE ON SHEET IS) ! •j ` 11//44•0-20x3/4'S.S.OMACHINE SCHEDULE ON SST .... .. ty+^• {'^'"' 1 FOR MADE(DAND o 1 1 !, \ 1"Min. ✓ ® 12" C/ 1/4'-2 NUTS tON SHEET 19 FOR ._. r. f /.. EXISTING & BLADES O .f r Y •,.l U1 VRtt ,- -F.O..E6-? GLASS-1 \ WALL., 0R) c�i R FINISH i1 tIfn� 1 1 ( l ( t OPTIONAL . .WALL _ I I I i� ` i ..I EXI5TWG MIN. I : T _> : J .... �11k1 E.. 9�OR� 2 x4 WOOD ♦ f,,,,,,, .'"�` EXISTING MIN. .. I I I HEADER REQUIRED OR ® U -z x4 waoD ° ilgl I I HEADER REQUIRED . i.,,.7HREA0 ORMN TECHNOLOGY OR TAPCON WW/ LITH AD%ANCED EXISTING I MIN.SEPARATION I III I I __;..: t GLASS---I TO MASS SEE I 51 t{yS 5 11 Min.PENETRATION OF THREADED AREA TO SCHEDIAE ON SHEETI ] MIN.SEPARATION TO GLA55 (.I I t tt t! fy y EXISTING WOOD HEADER. �—11�FOR��1919 '- I I E7C FORGI; NS�Ir—(SEE-SCHEDULE pN SHEET 11)�� I5 1 I S{1 1i � (SEE SCHEDULE ON SHEET 15) BLADES m& > •. ... L 2 x4 CONT.SILL 1 �E.:3i.. 1 ., SI t ....—_ _}p__ .: l_ !...____ .. .. PLATE REO'D. ON bV WALL HEADER INSTALLATION OO HV WALL SILL INSTAL ®HV WALL HEADER INSTALLATION I. _. _................_ a- EXISTING - 'F"' I MIN SEPARATION TO GLASS I 1 I, MIN. SEPARATION 70 GLASS '6�"''"-`-'........: .. ....._ 1- .{ .. __.�'�`� (SEE SCHEDULE ON SHEET 11)... I GLASS 1 ' pfISTIryO (SEE SCHEDULE ON SHEEr 11) -"� / MIN:SEPARATION TO GLASS -I j I lJ' GLASS x EXISTING I WOOD PLATE (SEE SCHEDULE ON SHEET 11) -� h 1 •1 I f G��e _ RE D'�i iI - o ,_ ..�n I < I MACHINE SCREWS S.S. h I I '¢-20x3/4'S.S. \ I SCREIYS W USING 1/4'-20 NUTS r y /-WALL .. \ 1/4•-20 NUTS 0 12'-; ® 12'o.c. FINISH :.II:I •..,• r,✓'`f ( j'D.C. OR 18 1oR 18 . t oR y 1 OR:1 2'x4•CONT. / t... €„ I woo PLATE ... .1 5_ _„•,� >�' .. :EO {:0 REQ'D. 1 c'�""`_'I, EO-+€ - I _ 1 "^-1'Min. '`,l"' a, N- i M n s y = 1 11t ---.. ry OR 1 1. y t i l - }}S ,r; i i Yit\ 1/4'¢TAPCON OR TAPCON WITH ADVANCED 1 1 Xf 2'x4'CONT 5 \^ THREADFORM TECHNOLOGY W/ 1 1/2- y3. { I_ Min.PENETRATION OF THREADED AREA TO 1/4•0 UPCON OR TAPCON WITH ADVANCED ilk '1 5.,_, I -{SILL PIATE E 3, EXISTING WOOD HEADER. 1 I5 1 i THREADFORM TECHNOLOGY W 1/2' .y I1/4'¢TAPCON OR t 11 / �•i ia{ TAPCON WITH ADVANCED 1-SEE SHEEP 4 FOR TYPICAL } iREO D, y 1 1 (SEE SCHEDULE ON SHEET 15) t `. �1 1 ` Min.PENETRATION OF THREADED AREA INTO PLYWOOD -t t } t /I I Z•-WALL FINISH .LL_. (SEE SCHmULE ON SHEET 15) EXISTING MIN.2 x4 � 1/2'MIN.CD THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. L_..._..L_S_t L ._. STUDS® 16-O.C. MAX. ,PLYWOOD REQ D. W/ 1/2'Min. PENETRATION OF 2-MOUNTING SECTIONS CAN BE 1--1/2'MIN.COX PLYWOOD REQ'D. WALL FlNtS THREADED AREA INTO PLYWOOD' COMBINED IN ANY WAY TO .r REQ'D.PLYWOOD TO BE (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. ®HV WALL SILL INSTALLATION k-"EXISTING MIN.2'x4'STUDS® 16'D.C. MAX.REO'D, ATTACHED TO STUDS IN PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WITH SECTION 2308 OF THE F.B.C. SECTION 2308 OF THE ®HV. WALL SILL. INSTALLATION •SEE uM TONS OF il INSTALLATION F.D.C. BLADE�ON SHEET FLORIDA BUILDING CODE(Hon High_Velocity Hurricane Zone ``kwg111)LPtf �Y/ e2020 TILTECO.INC. 02020 EASTERN METAL SUPPLY, INC. �IV"`. . BERTHA /7T7,L Accordionotter System No.441 _ Kv BLADE#t W/CR W/O KV.WINDOW MADE _ -c TILLIT TESTING & ENGINEERING COMPANY American Shutter S StemB Y CV N DESCRIPTION DATE DRAWN BY: M,P o'• STATE 0 � 6355 N.W.36th.St.,Ste.305.'ARMNIA GARDENS,FLORIDA 3316f Association, Inc. 1 OLD 17—.107_ /2/202 DATE: 7 2/2020 Phone (305)871-1530.Fox:(305)871-1531 4268 Westroods Drive 2 ... ._ ����0'•. F( e 0:eltoco®aoLcom DRAWING No ;��,��(� ORID •.,C���``� CA-0008719 West Palm Beach, FL 33407 s WALT TILLIT Jr.P.E. 4 2O-164 FR A ONLALI SEAL� SHEET $IGNATURE�DATE, FLORIDA U. 44167 5 _. 6 OF 20 .INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 1' HV & HV1 BLADES tAS -APPLICABLE. _ MAX, SHUTTER SPAN L+...OR ..L- FOR INSTALLATIONS INTO WOOD WITH HV OME't ONLY MALL FINISH SHALL R' MAX SPAN & DESIGN LOAD OFOR f INSTALLATION WITH BLADE' AAAAA) WORA.S.D. DESIGN PRESSURE RATI[NO.--SEE -KING SHEET UN 0 ..:. + 1 4`0 TAPCON OR / r 4`x8• Mn EXISTING r-, r6E0- EOISON ,2'MW I "T WITH ADvaNOED ( ) - --1- 7 WOOD BEAM REQUIRED Jf --- ---��-"- -__^.,i., _ EDGE(IF APPLICABLE) THREADFORM TECHNOLOGY STRUCTURAL ADEQUACY //J :I� W/ 1 1/2"Min,PENETRATION 1/4"0-20x3/4'S.S. OF DTISTINC WOOD BEAM } j' ii OF THREADED AREA TO, 1• PHIWPS TRUSS HEAD TO BE CERTIFIED BY `{{JJ(( �' '•1 EXISTING WOOD HEADER. -i REGISTERED ENGINEER OR / Is 'MACHINE SCREWS EXISTING WOOD H MIn (SEE SCHEDULE ON SHEEP 15 { �• , ' j I W/ 1/4'-20 NUTS ARCHITECT PRIOR TO EO -f---EO .. "':':�K - TRUSSES OR , 'Ep: EQi1i +r^`'® 12'O.C. SHUTTER INSTALLATION. j •; I I/2 �. 1/2 " RAFTER 0 24' . ,rf l !~ I O.C. IRED ff 1 4`0 TAPCON OR '.., jjj .. ."' REOU_ R�,iICON WITH ADVANCED J`* r. ; .. -. EXISTING SOFFR.257- THREADFORM TECHNOLOGY -3/4'Mox.THK. Moz. W/ 1 1 2'Min. PENETRATION ` =rEO EQ.(�.. OF THREADED AREA TO EO Ea��� $14x3/4 I!I "1 `. .,_,.....,. ..._..____,1'z4'x1 8'CONT.ALUM.TUBE I OPTIONAL: -.. I 7 1 EXISTING WOOD HEADER. S.ftffl� pN65.OC I _" ,t.xr xxi ^(6063-T6 ALLOY) W/ (SEE SCHEDULE ON SHEET 15) Of Q Or 1© .1Or O3 Or 1© ( H 1RARER ORCREWS Tp I .L. E LOCATE TAG SCREWS AT.. L_IXISRNC IN 2'x4' __,,,__. j. I. I / MIDWIDTH F EXISTING WOOD EXISTING—d HEADER REO'p 1 I .1 ._.I. .-: 1 MEMBER, (2`Min. NOMINAL GLASS V_ _......_. MIN.SEPARATION TO GLASS I OPENSTUD TOAACC PT� ....._ .' WIDTH)W/2'Min. -----(SEE SCHEDULE ON SHEET 1Q - EXISTING I - II _ GLASS ) G�• 5/16`0 LAG SCREW LLL���fff}}} PENETRATION OF THREADED _..._... I —) i AT CENTER OF TUBE. INSTTAALLATIONS FOR 72psf - -...I %/_" p. Mal'6EPMATIW II I MAX.A.S.D.DESIGN LOAD AND .. .. QS HV WALL HEADER INSTALLATION I ro°"ss<stE :N EXISTING GLASS I wN sFPlruna+ 9'-0'MAX SPAN.THIS _ cuss—. TD aAss(sLE II FUR B'AD 9LEt _ _ INSTALLATION IS ONLY VALID -I l I I MR E CN 51EE7 11ON SHEET I9 FOR ODR @6 11 FLA HIDE OM0 I` 0.5 MIN.FOR WOOD SPECIFIC _ BLI065(D@0 --'`- W sli<E7'19 FOR FIR O1'OF HER AS DOUGLAS 1-SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY I """" L "'-`"-'�(T�' I BI060@ I 1 1 OR 1 FIR OR SOUTHERN PINE No.22 T's 2-MOUNTING SECTIONS CAN BE COMBINED U.HV CEILING_.INSTALLATION -.L_._..... :: - �;`.- 0 OR EQUAL IN ANY WAY TO.SUR ANY INSTALLATION. ... ...... __..___,._.r LATION . , G IN JAN.SEPARATION TO OLASS(SEE OR MIN.SEPARATION TO GLASS _-v�-- .•r _"J 1 dOE IiEET 0 ! SEPAARATION I I 1 (SEE SCHEDULE ON SHEET 11) j E GLASS I ON SHEEP IS FUR '( -.IT TO GLASS OV EXISTING I [ I B/DES0 9QJ (SEE SCHEDULE tI I C GlASS� M.-.......:0. N .I ON SHEEP 11) 1 I I I ALTERNATE.., I � I I 0 �1 ANCHOR I. I (D8 I I WALL.... LOCATION \ : } EXISTING FINISH f I I I.I-_"._..___I 6 t 7 I.:....._.. 3/6I utN. - 10x3 4'HEX C1A55--1 I I ,...� I'-..2'x6`MIN. WOOD 0 '... MI...^. O �qU �:. .__.-WASHER HEAD I - Max. - DECK REQUIRED 2`x6'MIN WOOD s NO FINISH DECK REQUIRED(NO ALLOWED) FINISH ALLOWED); "- .. 2.. _:.1 5 oK 0 EDGE .. SCREWS® 12' yl1'L�t111111 j} T• 9 . 1 EDGE OF DECK-' :-- S -EDGE OF DECK EQ IF APPLICABLE - f�L. 'EQ __ DECK IF IF APPLICABLE xUL ✓. hl '�._ 1/4'0-20x3/4`S.S. APPLICABLE �._ ...... :y ;�)i 1/4'0 TAPCON OR -MIn. ...PHIWPS TRUSS HEAD 2 L.N x,- �-( -� .'" _ � e TAPCON WITH ADVANCED MACHINE SCREWS �` ' _. T I iS 2 4'CONT I I """-"""- -'"; 1/4'0 TAPCON OR TAPCON WITH ADVANCED'Y j "I ` SILL PLATE I Y THREADFORM TECHNOLOGY W/ 1/4'-20 NUTS 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM 2'MIN. THREADFORM TECHNOLOGY W/ 1 1/2 Min. t .'r'W2 MIN.--••-i I (' W/ 1 1/2''Min. PENETRATION 0 12`O.C. - PENETRATION OF THREADED REQ D. 11 1 Il OF THREADED AREA TO TECHNOLOGY W/ 1 1/2'Min. PENETRATION OF THREADED ._ .._.... j EXISTING WOOD HEADER. AREA TO EXISTING WOOD HEADER.(SEE SCHEDULE ON SHEET 15) AREA TO EXISTING WOOD HEADER (SEE -SCHEDULE ON SHEET 15) '?I (SEE SCHEDULE ON SHEET 15) SEE UN A71ONS OF USE FOR OX HV WALK-OVER INSTALLATION �V HV _WALL SILL INSTALLATION BLADE BON SHEET I9 ®HV FLOOR INSTALLATION ---- - FLORIDA BUILDING CODE(Non High Velocity..Hurricane Zone 1(iRIII1�)MJJ _ 02020 11LTECO,INC. 02020 EASTERN METAL SUPPLY, INC. Sa...•' �CENS ��': BE THA HVS ���.. ,�; `,, Acc r on Shutter stem No.441 7 ' KV. MADE U d%DR w//0 RV.WINDOW BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Ev.H oEscRlPnoN DATE DRAWN BY: M.P i o'• STATE 0 �� 6355 N.W.3SUL St..Sb.305,YIRGINU GARDENS,FLORIDA.1. Association, Inc. 1 OLD 17-107 /2/202 DATE: 7 2/2o2O Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 FC 10 e-mall:tiltaco0aol.com West Palm Beach, FL 33407 3 DRAWING No O R p\ . CA-0006719 FS•......•. �a-c? WALTER A TIUff Jr.P.E. 4 20-164 SIONAk. FLORIDA ua. a167 - a SHEET 0F 20 END INSTALLATIONS 1: HV BLADE OR WINDOW BLADE INTO 2"x4" MIN WOOD STUDS 214 Y!!1 -,; .-1 \ V. _.. I - 3IU09IPKE�WOWU ' z ♦ ux WOOD t STUDS REO'D. W000 STUDS { ,/�"I TARTAN - ✓ '�pI k .. 1 .. . (AS wPUGeI� M111.T o 6' 1 W//7 1/x'YIN. i iL f �. /'i t o-. A p S. ".IPENEIRAl10N 11f10 LE) - I / \„ �MPfl°RiE NATION 1 '1 / 1. I �, 11 i •.y) \ , 1 I EwsnNc cuss +-Ih -}' 1 z•cPL �DxND Iy r t y 1 .,1� , z �M1•1 \./ >v MISS Ew. i EVON0 GLASS CpSiINO GLASS "1 •'' I } , / \ ••i FXISTINO GLASS I I r /2 YN cox . I r wl= A, EUK%QM ,N,<I - YN.SD/RUIW RINOQT / \I'll 4 TO MASS(ME 'L ..�: ;::.v ``1/x'PiW/0O0°XD. ! C,y.Y .. :1 :! 7°4U55(SFE WN SEPARXROi ._ k wLL TO 1SCHEDULE II�OI°NDEm WI�1L-. SOEOR AC FEAN +s r .. e. �UIOEsa SHEET P t1VOD.CO%.✓ e a ffi . 1/lass It wI RACE mAw r w. �' 7'4>,r ON SHEET 19 RN g: (aDa3-16)CQNT. EINLSN- :-1/2•wN.GO x W 9HFFS 19 Fxi - .. .. f 1 1O2 RJDE mDO 1/2.. �, "—� 11 fiR 9NZ mA'D HA(6mk® " AWY.CLDSU PLYATgD. HAD6 mAi� (N BID 19 RaR ... 1. PUTS.(1DGTE 1/2'(".: _ R ALL �, H/O6m k� A7 EfMFA Si4E ULNA�(AJ) 1 11o:1/z•S.U.S. USE /1 l __ ter' •W PWIIwal)a1f/a1a'-1' Ola O.C. Jtor,i/2 SY.E.•..x --- (4rf )1yy OR 01 SEE DECAL x FOtLI ,,LL,, • DINED 5LLE aF 1) (E� ( • SIDE CONNEGIION OR® _i SEE DECAL x FOR..... :t)OR® y' TO TRACKS I� SEE DEUL%FOA - ..... � -�-©'OO tl��'®^ SIDE CONNECTOR TO SIDE CONNECTION "f 7 r a r �•®-�J•®°'©•®- - TO TRACKS .." I TRAOSS Y4�'�-Q�i'�'©•®- OB O•p ©-O•p t9- END CONNECTION DETAIL®: END CONNECTION_DETAIL 08 END.CONNECTION DETAIL(k END CONNECTION DETAIL DUSTING • RDL`tfi ONLY MR SPANS CAGTER TITAN 12'-0• /—GLASS 214'"M WOW rl/4'P TAPCGN ANCHORS STUDS REV� i W/i ,/Y YN. /4••TAPCON ANCNgiS i /f0.1/Z'S.YS ; E]OSLNG CLASS 1 !PENETRATWN O I2'O.C. W/,1/2•wN. Ote O.G .. _. 1 PENE'IRATI°v o 12•O.C.� �SEPA°A'DON uN s '' ' I 1 Z t/Y YIN. TOE�°nMg¢T � 1 ' ♦ SEE LIMRATIONS OF USE FOR . -- _ .,. - - ' 1 r-- 11 1TR MADE mAND 4 r BLADE OA ON SHEET 19 it r t1 EH,,°NDEm t..... I \1 t `\' �. '�. s S,J 9�mti ON SHEET 19 fCR 1 2 LII�: \ - SM HAGSm_h,1L�1-. / ( ) .� l f ry 1 I �`..( �i 1 I �S, J t :�' QQR'w: .10,1 s ij f / i "`'/2..1Yw\ j / I I,. Ql OR Q3.OB TO-a0-0®' wuL VIEW MASH z.4•uR Woo0/ 'Ww r/^E -�-©OT a0.1�9•®- ca ca 1 oa 1 ®®�c•®-®•�-©®- STUDS DOb. flNUN O.O•©•©•©•®• l �•Os�-©©�- PLAN END CONNECTION DETAIL © END CONNECTION DETAIL 12 MAILX H• V FLORIDA BUILDING CODE(Non- Igh Velocity Hurricane Zone 1 /��/, 620T0 TILTECO,INC. 02020 EA51ERN_METAL SUPPLY, INC. \,\r,ENs T.y- BERTHA p Acco on utter e No.4416 - (� E C w c. >� A System • ': �. KV. a-AM#1 W/OR W/0 H.V.-WINW J SLADEm :r' TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems STATE OF yX.�.�A� y EY.N DESCRIPTION GATE DRAWN BY: UP 0335 N.W.361h.SL.Si..305.VMGIN14 GRRDLTHS.F1AaIDA 7J1 Association, ;Inc. 1 OLD 17-107. /z zoz DATE: .7/z/zozo '- �''••. �OR19� Rhona (305)871-1530.Fax:(305)871-153, 4268 WestfaaC151wive x.. - S.�••..... G\� 0- 0:tiItCA-�eDa7c-L.— West Palm Beach, FL 33407 3 - - DRAWING N0 19 will NA1 LE \pp\ WaTEn A nuUT a..P.E. 4 ZO- 64 P.E. SEAL/SIGNATURE/DATE FLORIDA Uc.®44167 5 SHEET I--j��15 I�`7J�Q4 •,��ERAI_ IIMRATONS AND CONDMONS OF USE FOR BERTHA ' (23{@ . ......... 1.MAX.A.S.D.DESIGN PRESSURE RATING:+110,-110 P.J. _. .. .. ., _........ ... -. - .. q 2.MAX.SHUTTER SPAN:88" . 3.MOWED MOUNTINGS:A D.G&H ON SHEETS 6.7;As WELL AS M GS M.0.T.U&W ON SHEETS 16&17. j .. IT OUNRN ^y . ONLY CENTENMATESY 2�7�2 BOTH W/(2�4 GRuC2§IUARIEN CJSYE�OFWO�PPOSING I J 4 0R $ INCLUDED OR O T EXTERIOR R CEMER MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF OrnF 1 v _ J f 5.(A)HV WINDOW BLADE 1®SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS TYP6 EA.END ♦ ♦ ♦ ♦ f / /' (3'0 HOLES)FOR®PER BUDS AT SPACINGS SHOWN ON SHEET.4. (B)MIN-CLEARANCE FROM TOP OR BOTTOM EDGE OF HV WINDOW BLADE 1Q ♦ ♦ i , OF ANY 3'0 HOLE FOR�SHALL BE 12'• ' MAX.5 WINDOWS ALLOWED AT HV N 1+ WINDOW BLADE® (C)FIRST I TOR 1�BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WIN' f (D)HV WINDOW BLADE 1Q MUST BE USED ALTERNATE TO A SOLID HV BLADE 1): ' THROUGHOUT SHUTTER'S WIDTH. �+ i (}�� //•�� (�C TES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID FIV c ; 4 ♦ ♦ ♦' 2 '�3BLADE 1 A7 EITHER SIDE OF THEM. 8 33ff L - f (E)POLYCAR13ONATE LTV WINDOW®SHALL BE INSTALLED$O ABST FACE -SEE END i I �y -,�• �` THE INTERIOR OF THE OPENING BEING PROTECTED.HV WINDOW MUST BE i U CONNECTION 1 �� 2 ONLY INSTALLED AND LOCKED USING A W SETTING TOOL PROVIDED BY ASS+M DETAILS ON SHEETS 2ffi INC. /- 10&HFJGHTP""'"`� 1* D� 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME f"� L 5 BUILDINGS ON SHEET 16,AS LIMITED BY$PAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). . zTYP P ✓4 ` ���" I ! 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12& 13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 1 At 2 ABOVE). 8.MINIMUM SFPFFATION TO CLASS SCHEDULE,PER ASTM.E-1996: N fr?, O�(SEE PLAN FOR REDUIREM[?1TS) J �., WINO ZONE MINIMUM SEPARATION TO G1A55 1. t+„an'7YP TOP&BOTTOM .._ ._ .. _._...._...._._... ........'__..............__.LHUIERED WIOTii.�.,,•__.___.___�_...._...,. � 1 THRU.3 1" MIN.SEPARATION TO ajhw .�..._...�.•_. .. .. .. EXISTING GLASS ,�LEVATION :(SEE S�uE ON SHDET II FOR MADE(D — ` AND ON THIS SHEET FOR BLADES CD& - L___- d 7 _—_— -- __----_-___..._ �.. ._ ___. f TYP ;C� ,• � ©Q T•(P• SYM RICAL CENTERMATES l`.i` 2� / (a'� MST � j .. �:.,....-, r....y......,.,�,.._. (2 ��� - W/(2�OR V.J AND ............................/" `� / - ...,...._....._,......_..._.._..-._..._.. 1 W/O Sv5(SEE NOTE 4 ABOVE) LAR 4 / TYPICAL J! HV RADE WORKING IN UNISON WITH HV WINDOW BLADE 4'A SHUTTER* N.T.S. FLORIDA BUILDING CODE(NonHigh Velocity Hurricane-Zone"EASTERN � fil" 02020 TILTECO.INC. ©2020 QQYERTaIA H�d/TM �10EN �� Accordion Shutter System No,441 — +'` 7ME: ® �Itc. As ■�al•�■ RV. BLADE#1 w/OR W/O KV WNDDW EtADE • STATE* ` _. &USLH'W.3 US SSNB to&J ENGINEERING TIRINGGAROO 5,no ANY 7T American SF1U�'IB Systems —10 : GATE DRAWN BY: 2 *' 1' PAone:(30) ( ) Association, Inc. 1 _ .,..OLD 17-107 7/2/202 OATS 7/2/2020 _ 7 r S st® 3316( ��•, D 4268 Westroods Drive Ev2N GE§cd DRAWING No %n< OR10 �C�': �-ma8:UloroOoal.wm West Palm Beach, FL 33407 3 P6719 20-1 64 ♦ CA- --- Sjs `•..••.• •G 7:_ ...... WALTER A.00 IT Jr-P.E. 4 ION AL ���� FLORIDA TILL g-I67 5 SHEET YYYT1jlnuunu P��. SEAL/SIGNATURE/DATE 19 OF 20 i 6-x 1 I/2-x 0.035'THICK -20D0'Max. M,n'�GAW357E�E 40 M, A _.! INSTALLATIONS W,/ 'HV BLADE & HV CENTERMATES 2�1 I . r EL -MEEAL STUDS AT 16.O.0 a ... ; ':.ass - INTO METAL STUD WALLS * - • DB3' g]— - 1 1® s D.C. 40 al ttvB 1 1/2'. 1, 3® f 4"o NOMINAL GENERAL LIMITATONS, AND COND I f=43c` 430 0 r2 I o t FOR BERTHA 1 HV BLADE ACCORDION' SHUTT R ALUMINUM 6063-TS ALLOY 1 3/4 a 1/4 x 0035 THICK 1611-1 , 63- cONr.GAIN.srEEL TRACK cNANNEL 0 a-o.C./` a 6 O.c. SY_GTEM-_INSTALATION TO Iv1ETAl CTOb.._WALLS ASTM A-653 GRADE 40 Hin.C-60 { .. ._ •o CALYANIZED FASTENED TO SR1DS / 1 11' !i `-�--3 SEPARATION TSL. '!Ar` '.'. '1�SE :. W/(2)g6x1/2•TEK SCRM ON .�EXIsnNc FINISH : 1. MAX, A.S.D. DESIGN PRESSURE RATING: +75. - 75 (psf) MTEfBOR$EXTERIOR FACE AS APPucaBLE CO, H 2. MAX. SHUTTER SPAN: 64" ' WIND ZONE MINIMUM ' MIN.SEPARATION ,i ASTM E-1096 a3o LENGI}I+ 1 EXISTING GLASS To cuss -_.�._ .1 3. ALLOWED MOUNTING: MS ON THIS SHEET• SEPARATION (SEE SCHEDULE) +• q31'. N 1;/4�yf-20X3" 60t�J,' i KI 4. ONLY ENTERMATE 21 W/ 24 HV LOCK.ARE ALLOWED 1 THRU 3 1' ' ) ,* 43 MUST PENETRATE 43c 1• m WITH 21 ARRANGED A METRICAL LAYOUT. --- .... ' D USE 0 (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4' 1 3/4•x a 1/4•x 0.0351'THICK din. EXISTING FINISH ' f INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF CONT.GALV.51FEL TRACK CFWJNEL. As APPucaBLE CENTERMATE. .. _. .�I 25p".. I-• oso, ASRA A-653 GRADE 40 Min.'C-60 1 t GALVANIZED FASTENED TO ENDS W/(2)f6x1/2 TEK SCREWS ON 43c c ;43a „ INTER109&EXTERIOR FACE ( _o Oe'O.C. 1 i®B•O.C. I BLADE SLACK DETAIL HVF IS ALSO VALID FOR " 1/4"0-2D THREADS w 1/2 f.38' 43c .f f 4 E!CO CONSTRUCTION ( I. f2 CENTERMATG 21 APPLICATION WITH BLADE 1Q PRODUCTS EA13-1-OK HD 6"x 1 1/2•x653GRADETHICK WI VARIES' 436_ COMPONENTS Nin,ASOd A-653 GRADE 40 J7. 2 MbK"'� ® O.C. MET.L STUDS S LY.AT STEEL 1' :? MS WALL HEADERISIL I STAL TION METAL SNDS AT 18'O.C. in.': ..EXISTING FINISH AS APPLICABLE SCALE: 3/87b 1" (TYP.TOP&BOTTOM) LExis-nNG GLASS — — - t �4 ONT.t GALV.i/STEEL TRACK CHANNEL, SYMMETRYCAL ! ; rzE�D3FasrR'E°N�To siuos60 1 , ,1 .MIN. SEPARATION VARIES I s�" W/(2)06xl/2•TEK SCREWS ON - ! , , i , I INTERIOR&EXTERIOR FACE, CENTERMATES, W� ,CENTERMATES W ro cuss .: z' 1 XTERIOR ACCESS SIDE ! :iINTERlO ACCESS I (SEE SCHEDULE):`. --- ------ ----- ------ -------------- ----------- ------ -- RSIDE , 1 I :J • Y !N - (6"Min.) 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I. „ OLD,17-107 /2/20 DAT@ 7/2/2020 s�'•, Phana:(3a5)871-1630.f aM:(303JB71-1531 4268 Westroads Drive 2 DRAWING No '40�F:•*110RI P,.•'�aw��` a-moil;0lteca4Daol.com West Palm Beach, FL 33407 3 /x��i/sis�,••••• Ai` CA WALTER A�OLLITT Jr.P.E. 4 20-164 ','VI UONA LALJSIGNATUREfDATE FLORIDA LIa.B 44167 5 SHEET a 20 OF 20 I