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HomeMy WebLinkAboutProduct Approval' rtullua 6ullumg t oae unane https://www.floridabuildmg.org/pr/pr app_dtl.aspx?param=wGE. BCIS Home j Login i User Registration ; Hot Topics ; Submit Surcharge ( Stats&Facts y �Publications 'i Concoct Us j BCIS Site Map Links I Search !. bHolida File d1pr ra `Product Approval USER:Public User Copy Product Anamval Menu>Product or Application Search>Application Llst>Application Detail _ RECEIVED FL# FLvision 0 NOV1 2 2O2q � - IV V I s� Application Type Revision Code Version 2020 '1 Application Status Approved St.Lucie County Permitting Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL'33407 (561)209-8263 bfeeley@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 Walter A..Tillit,Jr. P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence FL389 R10 COI COI ASSA BLADE1 11..pdf FL389 R10 COI COI ASSA BLADE112.odf FL389 R10 COI COI ASSA BLADE3.' df Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2012 ASTM E-1996 2012 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code 1 of 3 i _,,,,.++y,iiuius�.vuov111lliG https://www.floridabuiiding.org/pripi app dtl.aspx?param=wGI 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 SummarV of Products i FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 3-(Non-HVHZ)-Drwg 20-165 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No F1.389 R10 II DRWING'IASSA_BLADE3.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 12'-3"for 40 psf FL389 R10 AE_PER &SSA BLADE3.Ddf 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. i 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 20-164 (top and bottom)for stor' protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R10 11 DRWING IASSA BLADEi.Ddf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida,Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:Large missile level"D".Max.Span is 16'-0"for 30 FL389 f110 AE PER ASSA BLADE1.Ddf p.s.f negative ASD load depending on centermates and Created by Independent Third Party:Yes locking rod configuration for the HVi blade,8`--O"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. i 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 20-163 (top and bottom)for storm protection Limits of Use Installation instructions Approved for use in HVHZ:No FL389 R10 H DRW ASSA BLADEI 2.Ddf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida,Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:NIA Evaluation Reports Other:Large missile.Max. 16'-O"span at 30 p.s.f ASD load FL389 R10 AE PER ASSA BLADEi_Z.pdf for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Created by Independent Third Party:Yes 12,25 and 28 respectively B.c Next Contact Us::2fiO 1 Blair Stone Read.Tallahascee FL 32399 Phone:8S0-487-f.824 The State of Florida is an AA(EEO employer.Co right 2 07-2013 State of Florida.::P� nt Stateme ;:A celssibili!Statement r_Refund Statement Under Florida law,ema7 addresses are public records.If you do not want youre-mail address released in response to J public-records request;do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one_The emaus provided may be used for official communication with the Licensee.However email addresses are pubric,record.ryou 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 R you are a licensee under Chapter 455,F S., please click here. Product Approval Accepts: 2of3 - - GENERAL NOTES: I.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WAFT THE 2020(7th EDITION)OF THE FLORIDA BUILDING CODE.THIS ACCORDION.SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES, DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-0.85,USING ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-18 SHALL BE FlRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA 1: HV BLADES n do dAl BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX.(A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 &20. GENERAL NOTES SHEET t IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED.WERE NOT OVER STRESSED.A 33%INCREASE IN ALLOWABLE STRESS FOR ONO LOADS WAS=USED IN THEIR SYSTEM COMPONENTS 1-2D SHEET 2 ANALYSIS.HOWEVER,A WINO DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER SYSTEM COMPONENTS 21-37 SHEET 3 All.REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 — —TYPICAL-WINDOW-BLADE-&.-WINDOW-DETAIL — - -HV BLADE 0 00214.131-03.#0715.01-03,01OD4.01-05,01214.01-05,00317.02-06, 00609.01-10 AND#0210.01-11 AS PER TAS-201•TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2: H I BLADE(0 AND HV WINDOW BLADE 6% 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 0 00505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D.WIND ZONES 1,2,3) BASIC PROTECTION ONLY AND 5 0725.01-BB AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION &NOTES ON LACKS SHEET 5 INSTALLATION DETAILS A-F. CONCRETE/BLOCK SHEET 6 2.HV BLADE Ot AND NV WINDOW BLADE © ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3, BERTHA H.V.ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#14x275"AND#14x1.75"RESPECTIVELY, 410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 LOT YIELD STRENGTH AND 180 kei TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS.REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THEIR HEAD, 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 kG1 AND 35.7 Icsi FOR END CONNECTION DETAILS 1-6. CONCRETE/BLACK SHEET 10 5005-T5 ALLOY.ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION III-6 OF THE 2015 ALUMINUM DESIGN MANUAL. MAXIMUM SPAN TABLES SHEET 11 5.ALL SCREWS TO BE STAINLESS STEEL 30 OR 316 SERIFS CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WfTFi 50 ksi MIN.YIELD STRENGTH AND 90 ka1 MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE& BLACK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDINGG CODE SECTION 2411.3.3.3.4. 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 0: 12.13,14.15 AND 20 INSTALLATION DETAILS M-R.WOOD SHEET 16 HV BLADE 0&® WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 B.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT#6'779,SB2 COMPONENTS OF THIS APPROVAL ARE COVERED. IN WHOLE OR IN PART BY U.S.PATENT 95-458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12 &X,WOOD SHEET 18 METAL SUPPLY,INC. 9.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHURER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK AREA 3: IN WINDOW BLADE l/I� ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT.OR OTHERS, TRUST PROPERLY CLOSE ALL HV AND HD CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. AREA 4: HV WINDOW BLADE M ONLY 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.92 OF THE FLORIDA BUILDING CODE 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13. (a)THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;I.B.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D..PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO—] THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS'THE CONTRACTOR'S RESPONSIBILITY. (C)THIS P.E.D.WILL BE CONSIDERED INVAUD IF ALTERED BY ANY MEANS. I OBTAIN PERMITS IN THE STATE OF FLORIDA (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW. (a)ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE(elon High Velocity Hurricane ZOne, 02020 TILTECO•INC. ©2020 EASTERN METAL SUPPLY, INC. VTE�A BERTHA HV EN, r��' �L �N� Accordion Shutter System ® ® H.V. BLADE#1 W/OR W/0 H.V.WINDOW BLADE No.44137 American Shutter.Systems EV.N DESCRIPTION DATA ORAYM.l1Y: NP TILLIT TESTING & ENGINEERING COMPANY *; * 6355 N.W.36th.St.,Ste.305.VIRGINIA GARDENS.FLOMDA 3316: Association, Inc. t OLD 17-107 18L2M GATE: 7/2/2020 STATE C F Phone:(305)871-1530.Fax:(305)971-1531 4268 Westroads Drive 2 �'•, a-m tl:t6taco®ool.aam West Polm Beach, FL 33407 y DRAWING No ��'• �CORI aCA-0006719 \ WALTER A TILLIT Jr.P.E. It 20-164 �,,"&L/SIGNATURE/DATE FLORIDA Lie.g 44167 6 SHEET I 6 1 OF 20 FORW.BLADE VARIES M... 1.200- tn t .0 o: 05� 0.454 0 4.371 4.857" _9 9------ r(:D HV SOLID BLADE 311 !' — / j/ STARTER ®HV UNIVERSAL FLOATER 9 CQUALIFIED FOR USE W/ COVERED UNDER US PATENT # 5�4 179 QUALIFIED FOR USE W/ HV BLADE(D ®HV DIRE "'2 V 00 B --MOUNT HV BLADE(j) H N 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W1 HV ALLO ER •S S BLADE ALLOY EE LIM�1 ��z ON SHEET 19 6063-T6 A2 TEMPER 6063-T6 ALLOY AND TEMPER 3.226" 1.500, 1-2 .085' .670' 2,226' �11 T-51 .815" Z-0.9-2, V2' HV ADJ. ADAPTER WAIP 4.436" 12 1 �O07 ..072! 1 1,375" 0.072 3L.2 2 Ir QUALIFIED FOR USE W/'HV 20 2- 8 HY WALK—OVER TR K ©HV ADJ. FLOOR TRACK BLADE(D -- - QUALIFIED FOR J5XI HV (�)HV TRENCH TRACK QUALIFIED FOR USE W1 HV 6063-T6 ALLOY AND TEMPER BLADE QUALIFIED FOR USE W/ HV ZI 2.r BLADE(D 6 BLADE(DONLY. HV RAINGUARD 6063-T6 ALLOY AND TEMPER t2l VARIES 6063-T6 ALLOY AND TEMPER QUAUFIED FOR USE W/ HV 10 BLADEA� VARIES 1.936" 6063-T6 ALLOY D TEMPER o. ,083" 41- 083, .083" .083' Ow R .125: L _L_ U Ij :.701 Q9 3: U 1 19' 'eL 16770"l 1 .686' 670'.520- 6�70 91 HVL—CEILING HEADER jl� MY HEAD/ER/SILL .3.S29. QOALIFIED FOR USE W/ HV BLAD ONLY. QUALIFIED FOR USE W HV BLADE ONLY HD CEILING HEADER SILL 6063-TS ALLOY AND TEMPE QUALIFIED FOR USE W1 HV BLADE0 14 HD WALL HEADER/SILL SEE SECTIONS FOR VAI IDIP ', 6063-T6 ALLOY AND TEMPER SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W1 6063-T6 ALLOY AND TEMPER BLADE(1)ONLY, 6063-T6 ALLOY AND TEMPER Ti COMPONENT A 6 Ti T2 2- 1 2' 10.125'�j MAX..5 1/8 1/8 I L-------1 3" 18 2' 5"MAX. 0.192"10.192' 16 SIDE ANGLE QUALIFIED FOR USE W/ HV ALUMINUM ANGLES is 2.5' 7"MAX. 0.190"�0.190" 0.CQRNER POSTS BLADE(1) QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W1 HV 6063-TG ALLOY AND TEMPER BLADE(DONLY. BLADE(D 6063-T6 ALLOY AND TEMPER 2 5"MAX. 0.139" 0.131" 6065-T6 ALLOY AND TEMPER - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone: I "qgilkl j J44'v*'� 02020 TILTECO.INC. @ 2020 EASTERN METAL SUPPLY, INC. . i � - I ......... �/. BERTHA HV,m V\C,E N Accordion Shutter System ZIMME cM,N�- A,S X Or% No.441 7 WAN KV. MADE#1 W/OR W/O KV.WINDOW BLADE( . = America TILLIT TESTING & ENGINEERING COMPANY n Shutter Systems T—EV.—H, DESCRIPTION DATE DRAWN BY: M.P Association, Inc. 63M N.W.36th.St,St.305.MRGINEA GARDENS.FLORIDA 3316, 1 OLD 17�107 F/2/2020'GATE. 7/2/2020 STATE Of 12119 lzf�) Phone (305)B71-1530.Fox:(305)871-1531 4268 Westroads Drive 2 --DRAWING No e-moll:tiltee-Gool.corn West Palm Beach, FL 33407 3 "4 0 R I CA-0008719 — WALTER A TILUR'J,P.E. 4 20-164 4/110NAL, FLORIDA U..j 44167 SEAL/SIGNATURE/DATE 5 SHEET 6 2 OF 20 4.660_ .9 /4.576° '745" 2 2_93'---I __ 1/4'-2Oz 2: _ 1/4'-20 -DIE CAST .7-�5' ._�0.334• FlA7 H THREMED NEUSINO ENAMEL 2.29} I `S.M.S. /4°-20- 4p V-- f-- _ ___,.__ �JNOI ' 4 2 TIP. I BMEO PAINTED THREADED .-DIE CAST a I I - m> a1 + m'ryF%_' 03�$ 9� - II earn P N°uu''TEDa a0. - -_��1Al EGRESS NRN..�:, LJ!/ s .06�2' ,,,EGRESS 75� C 4 95q. + inl .318' .BRASS CYLINDER I. '�BRASS CYLINDER 21 HV CENTERMAT \" -RD'' — r " KEYS(CHROME (CHROME PLATED QUALIFl OR USE W II & ONLY HV FLOATING CENTEij ATE s. �;• ' ��> — - ® L C HV E LOCK 6063-T6 ALLOY AND TEMPER QUA ED FOR USE W/ HV BLADE(1)& 1A ONLY m,� _875_m QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV - 6D63T6 ALLOY AND TEMPER— QLIFIED FOR USE W/ HV BLADE 1 ONLY BLADE-01�-&-®-ONLY. 250'O.D. BLADE-(-&-®-ONLY.-- .2 PLASTIC HEAD 874' 6063-T6 ALLOY AND TEMPER _-_ '518" 518' 1.756° 922' T4.045- 32 —� NOL SCREW 079� 7.753•` I 1ADo•I 81 ^I n 01 it N{ �a�{•O6A. of �� i•1l 1�4 �,-205X�.� Q, ETINC TER RIVETING 1Doo� / u / n BEFORE RNEIINC n( S.S. THUMBSCRE�1 /�4"0-20 RIVNUY� '_o! *SERIES 9444 ALUMINUM 2024-T3 ALL LARGE FLANGE THIN SHEET NUTSERT.PART j 0820,AS MANUFACTURED BY AVOEL PLAN `Y FRONT ELEVATION ® HV MALE "T" LOCK CENTgRMATE m 4.566° CHERRY TEWORN,PARSIPPENY,NEW JERSEY 07054 OR EQUAL ® LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE 1)ONLY _ FEMALE "T" LOCK CENTERMATE ® HV "T" LOCK ® HV ALTERNATIVE LOCK 6063-T6 ALLOY AND TEMPER DE(I QUALIFIED FOR USE QUALIFIED FOR USE W/ HV QUALIFIED 6063-TS ALFOR USE LOY AND TEMPEROONLY QUALIFIED 6063-T6 ALFOR USE LOY AND HV TEMPERY ONLY W/HV BLADE @1 ONLY. BLADE 1Q ONLY. 1.917_' 03 063' ._I '�m -� - :53;?.}_ 1�0. L I THUMBTURN ER OR .214' ml .063 _,062' , _. I 1A6�' I KEY CYUCYLINDER .214' m I - !.� II v1. .545' 0.875"Min. c .405 "I ^I n: 1 .125'MGz. 31 HD C WI-NO-LOCKING NG RO ® HD CENTERMATE W/ LOCKING ROD e e O°° To " QUALIFIED FO W/ HV BLADE(1)&- QUALIFIED FOR USE W/ HV SLADE.1)& (1liJ �— fi0 6 ALLOY AND TEMPER - ®3 HD CENTERMATE'S INSERT 6063-T6 ALLOY AND TEMPER - m� 'm� _VARIES, 12"MIN. QUALIFIED FOR S V BLADE 1O&� m 41 4 0-20 S.S.OR 3/8'o-16 I i'30" 60 Y ND -_t ACEGL THUMBSCREWS. . (SEE DETA S) T—L t1/2' + CYLINDERTMU �� It15' rl _-.j—� DD COR K YLINDER AN tFo i— I I 1.57 Min.l •H� -- 1.78'Maz. J ® LOCKING 130130NO LOCK _ 1/4"0 QUALIF6063FTT6 ALLY AND TEMPEROR USE W/ HV ED © HV 3/8"0-167 ACETAL ® 4" - C AISI 30 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. 5 INSTALLATION WILL REQUIRE A 7/16" H��11 THUMBSCREWS SERIES S.S. THUMBSCREW QUALIFIED FOR USE W/ HV BLADE 1O& 0 LLED AT TRACKS FOR PROPER EMB IcfENT QUALI)FI{END FOR USE W HV BLADE6) QUALIFIED FOR USE W/ HV DE(� FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone 02020 TILTECO,INC. ©2020 EASTERN METAL SUPPLY. INC. G BERTHA H M TM Accordion Shutter System No.44,67 �1 I L E c® �rac. r� - H.V. BLADE#1 W/OR W/o KV.WINDOW BLADE * x c TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EV_No DESCRIPTION DATE DRAWN BY: M.P �'. STATE F �/ ►/�do/Lo 6355 N.W.36th.St..St.305,YIRGINIA GARDENS,FLORIDA3310. Association, Inc. 1 oLD 17-107 7/2/2020 DATE: 7/2/2020 s 0�•, F�DRI p k� �`/ Phone:(305)871 ir530til .Fox:(305)871-1531 4268 Westroads Drive 2 DRAWING No A�S•, .... ,.\ `'`: e-ma�_0006719 West Palm Beach, FL 33407 3 WFL° 46 E. g E�64,"JINIAR P SEAL/SIGNATURE/DATE FLORIDA 4167 SHEET E 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV I 12'ToMIN, 11 AS INCE 625' 10, . DE TI E GE .1875- HV BLADE 1 38 r--r_ 3 HV WIRDOW BLADE .0625" .062P 0625" HV BLADE 1A gFON X-X BLADE'S "95 OPENIN .1875" Y HV LONG RECESSED NYLON BUSHING KNUCKLE i, .0625� (TYP) 0.0625" 3 HV SHORT RECESSED-NYLON BUSHING I RI 7510-FLAT PORTION HV NYLON HAT WASHER (D OR --O�BLADE 3750" b" --HV-WHEEI:--CARRIAGE-,MSI-.302=303=SERIES— C44 0.870"x3/16" THICK NYLON WHEEL. 2 7/8'MIN. HV WINDOW i 0.185"0 AISI 302 SERIES S.S. RIVETS CLEAR SEPARATION 03,01) -4 03.7500" @ BETWEEN 0625 0625 BLADE 5 3/4. HV 1 3/4" ACCORDION PIN W1 #8 HEAD OPENINGS 1 5ECUQIL=- EXTERIOR L J. ON C 14TERS .7500' HV 2 3/4" ACCORDION PIN W/ #8 HEAD 2-1/4 WROR FfUMON 1,4715" , - CLEAR POLYCARBONATE IMPACT RESISTANT HV WINDOW BETWEEN TYPICAL FIV WINDOW BLADE AND -.T.A.PS PO RBONATE HV WINDOW DETAIL OR Or NTS1 0, (SEE NOTE FOR OR REQUIREMENTS) M POLYCARBONATE IMPACT R S NT HV WINDOW- SAYER MAKROLON 3103 POLYCARBONATE 12" 1 CILEAlAqCE RESINS, UV-STABIUZED GRADE OR SASIC TO BLADE B(TT3M INNOVATIVE PLASTIC LEXAN 103 RESIN HV PIN REQUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR (SEE NOTE "F" ON SHEET 19). I I g 6 0 BY 6)HV(1 R (9 i oar (1) HV PIN @ SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D OR 38 I POLYCARBONATE SOURCES FOR 44 HV (9 BLADE. EXTERIOR APPLICABLE TYPICAL SHUTTER SSEMBLY pi TYPICAL PROPERTIES STANDARD RESULT N.T.S. HV PIN @ OR AT REFERENCE(2) HV PIN @ MAY BE USED IN LIEU OF (9 AND ONLY AT EXTPRIOR BLADE'S KNUCKLE. EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W1 HVO 00.324"-", (SEE NOTE * FOR SPECIFIC GRAVITY ASTM D792 0.043 lb/N 0.043 lb/0 BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. REQUIREMENTS) TENSILE YIELD STRENGTH D.0 9.40 p..J. 9.400 P'J. TYP. FLEXURAL STRENGTH AT VELD ASRd D79D 12.5.P..1 13,400 (3) HV PIN @ OR @ W/ 1/2" O.D. 1/16" THICK S.S. WASHER FLEXURAL MODULUS AM D790 340.000­1 345,000 p.a.i. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, IW= SHEET (DaN� �M Ono 10 FT-16/Ia 17 Pr-In/In WHEEL CARRIAGE DETAIL SMO`a:DENSn ASTM 02843 47.2 a 04.5 9 MAX N.T.S. REMBLY LAYOUT RATE OF BURNING ASTM D05 C-I CLASS C-1 CLASS SELF IGNMON ASTM 01920 1040 T qw,r A51M G155 T TENSILE STRENGTH AFTER WEATHERNG1 ASTU 63: 9302 p. W40 p..1 ( ) HV BLADE SOLID & I A HV WINDOW BLADE DETAILS TENSILE STRESS SEFORI 11EATHIRINI I ASTM 63 ' 1 Mal .:.,I. I Mao P.'J. N.T.S. FLOPJDA BUILDING CODE(Mon High Velocity Hurricane Zone, 02.020 TILTECO,INC. 0 2020 EASTERN METAL SUPPLY,INC. o'-Tv 14 1' BERTHA HVTM aqL dqk \�\GEA Accordion Shutter System #%w*M%,"A,Am H.V. MADE#1 W1 OR W/b H.V.WINDOW BLADE American Shutter Systems REV.Na DESCRIPTION DATE DRAWN BY, MP.44 6 1.- 7 TILLIT TESTING ENGINEERING COMPANY 635,N.W.36th.St.,Ste.305,VIRGINIA GARDENS,FLORIDA 33WE Association, Inc. I OLD 17-107 7/2/202C DATE: 7/2/2020 STATE Ph... (305�871-1-530.F.�:(305)871-1531 4268 Westroods Drive [F mail:tilt—cool.com DRAWING No West Palm Beach, FL 33407 3 CA-0006719 20-164 WALTER A.TILLIT J,P.E. 4 U.. FLORIDA 11 44167 5 ',dA SHEET 10 L/SIGNATURE/DATE 4 OF 20 ®+®CR 2:3, 1 13:03 NOTES ON HV LOCKS AND CENTERMATES; A D rc c 135� i M n t i V 1 MANDATORY CONDITION/1e ONE HV LOCK®or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE ORB OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105",AND FOR INSTALLATIONS�T ANY I I ELEVATION. HV LOCK�or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO©1 OR n I n CENTERMATES W/(2) 1/4"0-20 x 1/2"LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. O�4or =— @ oxIzq- y L2.OCKS IF,DESIRED, FOR ER PERFORMANCE FOR SECURITY PURPOSES, UP TO TWO HV OR MAY INSI BE USED AS AN INSIDE OR OUTSIDE LOCK.K. CONNECTION OFLOCKS TO CENTERMATES® OR @ SHALL BE AS INDICATED ON NOTE (1)ABOVE. --�11C-77/• LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. / 3. a ' #2 IS USEDyyJTWO H.V. LOCKS): LOCKING RODS ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY - 4JoR 25 R96-9 oR g �"-r' i_a°A® BE USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE. LOCKING RODS®OR AN ALTERNATIVE DEVICE 1 I f' MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). $�? 11F v ! 4. MANDATORM CONDRIQN i2: ONE HV LOCK® ®SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN 'o _,. 1 _ _,.,T AND INSTALLATIONS AT ANY E ATION. HV LO K 2 or SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ,o ..,. TION LEV C HAL v ATTACHED TO®CORNER CENTERMATE W/(2) 1/40-20 x 1/2'LONG FLAT HEAD S.S.M.S.TWO LOCKING RODS --- - «o - _ - - - NDD-Hvc - --- I - - - - - - - - -- I --- - - -MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS'PER SHALL BIAS INDICATED H TYPICAL SHUTTER ELEVATION. . TOP & BOTTOM SHALL BE USED. LOCATION OF L R SCHEDULES SHOWN ON SHEET 12. v o N93p °So 5. FIST ALTERNATE TO MANDATDRY CONDITION 01 ONE ALTERNATE HV LOCK q6 MAY BE USED IN LIEU OF HV LOCK or FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE LOCK® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT 1 HD i , g y3S OF 1/4"0-20x3/4"S.S.THUMBSCREW TO©OR®CENTERMATES SHALL BE MADE W/ 1/4"0-20x3/4"ALUM., x&o-1(�, � H.,op-fio 3 RIVNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL,BE USED AT 1/2 OF SHUTTER SPAN OR TWO i CE�mol 'd" LOCKS AT 1/3 OF SHUTTER SPAN. 6. MANDATDRf CONDBION #,j FOR KEYSTONE MOU ONE HV LOCK®or®or®SHALL BE II I USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 06'.AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK 0 or 0 or 0 MAY BE USED AS AN INSIDE OR Ul OUTSIDE LOCK,ATTACHED TO©or®SYMMETRICAL CENTERMATES W/ (2) 1/4"-20 x 1/2"LONG FLAT HEAD S.S. SEE END- I M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS®W/ CONNECTION i , Sfi OR®TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS GN D F E H I J K L N 1 0 R y w X SHEETS 10& ` HEIG18 HT. FULL i I' 4+_{�gr �+ OF CORNER *NOTES ON HV "T" LOCKS AND CENTERMATES' - 1. SECOND ALTERNATE TO MANDATORY CoNnITION#11 VAUD ONLY FOR HV'I' MID CENIIIERNATES 0 AND 1 CENTERMATE ONE ALTERNATE HV"T"LOCK ®MAY BE INSTALLED IN LIEU OF HV LOCKS®OR FOR ANY SPAN AND QoR®oR I STALLAT1ON AT ANY ELEVATION.AL MATE LOCK Y BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF LOCK 0 INCLUDES USING REINFORCING LOCKER , AS SHOWN ON SECTION HVG,SHEET 9, WHICH MUST BE 10+15 0©+Q m�+Q aR — 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' WINGNUT OR W/ 1/4"0-20x1° S.S.M.S. INTO A 1/4"Ox 5/8' RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS®TOP AND BOTOM IS MANDATORY. *NOTES ON HD LOCKS & CENTERMATES: 1. ND�LOCK(34�/HD CENTERMATES(3) OR(34 W/(3$ ONE ALTERNATE HD LOCK D MAYBE USED IN LIEU OF TYPICAL T HV BLADE SHUTTER ELEVATION HV LOCKS(2�OR(�5 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK®MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK®TO®IS W/3#8 x 3/8'F.H.S.S.MS.,AND INCLUDES REINFORCEMENT INSERT®AS SHOWN ON SECTIONS HD13-WB AND HDC-HVC,SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS®IS COMPLETELY OPTIONAL FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone II III } 02020 TILTECO,INC. - ©2020 EASTERN METAL SUPPLY, INC. ♦\\♦ �. f��+iBERTHA HVTm q As P ��CEN� ''• %- /TIL ® ea�c ® e ® � Accordion Shutter System H.V. BLADE#1 W/OR W/0 KV.WINDOW BLADE a No.441 7 — American Shutter Systems EV.Nc DESCRIPT ON DAIS DRAWN eY: MP *; TILLIT TESTING & ENGINEERING COMPANY 305,YIRGIMA GARDENS. //Association. Inc. 1 OLD 17-107 7 2 202 DATE //7 2 2020 FIAPoDA 3316 STATE 0 QC� Phone:(305)871-1530.Far:(305)871-1531 4268 Westroads Drive O z DRAWING No y'• ;�G -mall:tote.. .l.eom West Palm Beach, FL 33407 s 20-I CA's���� .��ORID .•�` � V/ALTER A TLLR18r.P.E < �� S'••••••••• ♦ FLORIDA U. 44167 5 SHEET EAL/SIGNATURE/DATE 6 5 OF 20 0NAL �•2\♦``S nu A. CONCRETE ANCHORS POURED CONCRETE POURED-, CONCRETE POURED i (SEE SCHEDULE ON OR REOU REDRETE BLOCKr+� 1 4'0-20x3/4'S.S. CONCRETE REQUIRED �\ SHEET 13) __ _, _ CONCRETE ANCHORS y MAC HINE SCREWS _-�� -P— 1 REQUIRED f y > -CONCRETE ANCHORS -� ! \ L I 1 7 'I 8- F0&ONE(SEE MOUNTING ON SHEET 7 i%^/ / f _„,(SEE SCHEDULE C W/ I/4"-20 (SEE SCHEDULE ON SHEET 13) / i` OO ® ) ;' j`'i% %l j SHEET 13) NUTS 012"O.C. �`•-!',_!_ .-�JOR® /i Mtn.I 1/4"0-20x3/4"S.S. Iii / r �/� l Mln. f`"'.• ` / r��' tl - -EQ._-EQ�-�• MACHINE SCREWS li��' r EQ1 EQ� % /// / (, 1/2• .--� + j USING 1/4"-20 NUTS r� 19 ,/ �h ir-�— I ® 12'D.C. /�. / L ' L E. D? - .250'Mox. r� -T/- H --13 OR 15 15 1 / , E/D* f' 250" I .250'Max. I IFy I I I I 1 E.D: j: * f� j + r I�Max. / i _ZZI - I I _ I � -�f—.--OPTIONAL -- ui _ _ .. Ii il� In- 1 I I A°L SED)KVIOVTO GLASS M I i SaenxE a+s�Er 11 I i I 1 11 FOR ELA0E®Pre +�I I Cl)OR �♦ i i I EXI571NC �_-- MIN.SEPARATION TO GLA55 I 1 I 1 I I I +(— GLASS--I (SEE SCHEDULE ON SHEET 11)-` I•+II EXISTING rn SIET7 I9 FOR I I 11 I i I•I /; I BIAUS@&6) I I I MIN.SEPARATION TO GU55 'I i O I "I GLASL ( t ,I 1 (SEE SCHEDULE ON SHEET 11)--I -'---- -- _ -.�..-.-.. EXISTING I AO HV WALL HEADER INSTALLATION cuss I --- ©HV WALL HEADER INSTALLATION © HV WAL,�_FADER INSTALLATION + KEYSTONE EXISTING _ _ ON SHIFT 19 """`--- —"- I MIN.SEPARATION TO GLASS G1A55—i MN SEPAR-M --'r - ♦ I I I P`(SEE SCHEDULE ON SHEET 11 I { 1 ' (SEE ' I -CiOR I 1 I I 1 —U EXISTING I )�^- Sa��ILE ON s�LT I I I ` MIN.SEPARATION TO GRASS i i GLASSJ 11 FOR SLADE Mph- I I I (SEE SCHEDULE ON SHEET I1)`-t I I i Ir I ® EXISTING I I I I L9Mr5mk FOR ILy I EXISIN� - i i I I !��I((/ OPTIONAL ''//j, i // II 11 11111 I i I�I I'•'E.ti° ,d/ . r ^ I 1 Max. i OPTIONAL li i Ii li r1/4'Max.F[ 14k i ! I i 11 I /I; EO.° I I =:": -19 -ED.I-EQ 1/ILLIPS RUS S.S. ' 5 -1A'n. I EQ EO-1 PHILLIPS 1R SS HEAD ' ;,' 11 1/4"0-20x3/4'S.S.PHIWPS / ) / \ �-17 0R 1 8 MACHINE SCREWS USING _.,C-' % 1.�._ CONCRETE ANCHORS L_TRUSS HEAD MACHINE SCREWS -._CONCRETE ANCHORS i 1/4'-20 NUTS 0 12"O.C. Y -'. �-(SEE SCHEDULE ON 1'_� W/ 1/4'-20 NUTS 012'O.C. / (SEE SCHEDULE ON SHEET 13) I - Min. - POURED CONCRETE K SHEEP 13) POURED CONCRETE v,� 1 OR CONCRETE BLOCK OR CONCRETE BLOCK 1(7 -� I:CONCRETE ANCHORS REQUIRED WALL REQUIRED OD HV WALL SILL INSTALLATION (SEE SCHEDULE ON POURED CONCRETE__/ SHEET 14) ®HV WALL SILL INSTALLATION OR CONCRETE BLOCK WALL REQUIRED (� HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF SE0QH5. INSTALLATION DETAILS W/ 1- SEE SHEET 4 FOR TYPICAL SHUTTER * E.D.- EDGE DISTANCE �q' ASSEMBLY ♦ SEE UM DNSS OF USE FOR I,g,i FIV BLADE 2-MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) BLADE A n SHEET 19 IN ANY WAY TO SUTr ANY INSTALLATION. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, 02020 TILTECO,INC. ©2020 EASTERN METAL SUPPLY,INC. BERTHA HV Accordion Shutter System e i L E C�6 , ' ar ® ® H.V. MAX#1 W/OR W/o H.V.WINDOW&AM No.441 i7 American Shutter Systems *':• *• Niel, . TILLIT TESTING & ENGINEERING COMPANY Y Ev.N DESCRIPTION DATE DRAWN BY: M.P STATE 0 � 5353 N.W.35tA•SL,Ste.305,VIRGINIA GARDENS,FLORIDA 331 Association, Inc. I OLD 17-107 /2/202 DATE. 7/2/2020 • Phana:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 v-map:lllteeo®vol.com DRAWING No %�O'•, F " West Palm Beach, FL 33407 3 %.,�n . �ORID .•�`y cA-TILL719 a 20-164 •'•••••, 'Cjc' WALTTR 0.TILLIT Jr.P.E. SEAL/SIGNATURE/DATE FLORIDA U.y'a1G7 s SHEET S OF 20 POURED __CONCRETE ANCHOR I Mrt sTPNunav r 'I O I CONCR , (SEE SCHEDULE ON SH 13) roaAKIII -41•)OR 3 I MR.wMIATION I t RED D 'tA- s]R E ON SSIEE7 I I I IXISTINGI -U I m clAss I I r l l O OF laJFOR 91EII 1B 0.FOR I I I / GLASS-1 s@R+AnoN i I i(SEE 9iEHE7D IlE ON- EDGE r / ,p _� I I io cuss ICJ, AP CABLE EXISTING �'�0)e® 9111 GLASS II on�sTiU i �i iO ii �./ r�/f//f/�i•/:L%E`/i i/// %'//• / Ii ALTERNATE '• • . i ii ii III IX 1/ GILOCATION #IOx3/4"HEX WASHER EADr S AS I DR 13 OR 1$ i J/D'MiNn11 TEK SCREWS 0 12" .•'.:./• / ,. _EDGE OF II 3/8'NIN. ,.' �-CONCRETE ANCHOR '-"�8 ' !J,. I / •`r/ SLAB IF ( (SEE SCHEDULE O SHEET 13) APPL(CABLE IXISnNG li II II II_.�--..1 ./r// / /,r / t r II r 1 .`Y,' .� : EDGE OF ,I I EDGE OF� �' i r'=' : III% t r / i / SLAB IF GLASS-ti I It' IIII . - /. ;� / / r L. I' /A'I 1 2 i l %.i. APPUCA LE APPLICABLE / / ti,.=�/ ,�/i. l /. -.STAB IFI �L-Cf l=./ -✓/ __ /H1_�G:_.:,�.-f,. 0 -f -- Nrt 5'9AWnQ'J / 1 ' 0 .r r pp - L - To dA35(SEE I I I % ; / APPLICABLE POURED I POURED-) I I / / i _ � FLAT READ CONCRETE ANCHORS n FOR BLADE®A`a I'1•I �.� POURED-' 1 ! i / r:(� _ i CONCREfE_J / CONCRETE (SEE SCHEDULE ON SHEET 1M1 ON SHEET 79 FOft I I --Cl,;\ OR CONCRETE REQUIRED FLAT HFAD CONCRETE ANCHORS REQUIRED ) �— 0. (SEE SCHEDULE ON SHEET 14) 19 TRENCH INSTALLATION I -`T REQUIRED ---E D.•--- E.Ds` �I WALK—OVER INSTALL ON VALID ONLY FOR UP TO +70, -75 PSF AS.D. (D BY FLOOR INSTALLATION t DESIGN PRESSURE RATING &FOR SPANS PER G HV CEILING INSTALLATION SCHEDULE/)3, SHEET 11 '( ---- I EXISTING N .. ---',�f_T. I ETE ANCH GLASS _TAMTo@@ __.__......._.._ ..I..I TO aAss r'I I•IlI---O ._'_� - -_ Tt�_-_ (SEE SC ONE . --.-'.-'.'.•(SEE SC`.0U,s----'-^ (SEE SCH£DUIE—I I 1 t I - 'I- ON SHEET 11 I t{ SHEET 15) / 1/M1'0 fIW BULDIX TAoCON W/ > I I ON SXFEr 1Q I)I t o I 11 1 I I EXISTING If I EXISTING I I EXISTING 1._...._._. ADVANCED 71NEAOFCRM i I I _--.I Ow.s@NUIWN f0 c1A55 I I GLASS .� • , r�' TECHNOLOGY OR 1/4'e FW1'lFAS GLASS I �I GLASS --�(�SCNmuIE aN SNCCr lI) 1 I' —...—_,_O —I I I I FASTENERS I 1 1I� IIIIIII I,I II i II' JIM TAPPR+ANCHORS 19/ II I -14 EN@HU To 1 3/4MMW - 10 ouEE ON PS EMBEDMENT I., O.C.FOR UP TO 6-0'SPAN AND I I I I 4'D.C.FOR SPANS LARGER THAN v4" I h j 1 C-0'UP TO 8'-0'MAX APPLY rTAAX. 1 SEALANT AT EVETt(FASTENER HFAD� I i-( I 1 ! I (TYP.)(SEE NOTE tt aN SHEET 11 ,^ {{_ CIt Y• _.. 13 Dg O IF.'D.*: / fJ10x3/M1"HEX E,D A•;' rr t 1`{ FOR UMITAnDNsy `9- 3/8" _ 1 2" 15 t I -/-: i i _ { t WASHER HEAD �- lLr i t Ft I {MAX. !!! CONT.SEAIAN7--!� —� I ,-TEK SCREWS -" Q14x3/4" HEX HEAD.-, • t_I�3J 8"j' ;- nl /• 0 12"D.C. i,� / j .� III 41 i � :7' ///• -- TEK SCREWS®9'O.C. I ' _ r ( .i.t'e �a%/�/ CONCRETE ANCHORS O O 14x3 4'S.D.S. I/4'0-20x3< 55 MS OR 1/4'9-20 S.S.M.S. : '_A- '_-_ 6 + 7 L J/B / I I �/4.. .. I :5 ///:;•/ '__.USwC 1 /. W/NUT®9"O.C. I -(SEE SCHEDULE ON n 1�/1� \ ®9'a.C. Moz. "'I ' :'.i��i'�' v tz'Dap-2o NUTS SHEET 14) ) y1/� IS- i••, -------T,J��.____._I -I i "\ 17 OR 18 1/2" 1' /; 4. is I •• 4:i%i `� EXISTING NON STRUCTURAL ' -.�.. 17 }8 , s:c12.00 MIN.:..• /--EDGE OFSLAB F i/ ': /: I / ; i' / L�aO 1-,. •.'T•1",,.. Ep •"wLL TRIM(OEcoIUTNE '%•vi i` -1 7/B8�-_..t'.r r' APPUf:PHLE. •1y'%_..-i i4 •♦ r , -r`74x3/4"F.H.S.D.S. a. 1 / J'/ CONCRETE ANCHORS LL,t 1:__:{ \ FD 9"O.C. -_POURED CONCRETE -SEE NOTE 13(b) / •� REQUIRED t i j• j' r<E.D POURED CONCRETE-• (SEE SCHEDULE ON - ON SHEET 1 -SEE HOTS 13(b) r f i i f .i POURED CONCRETE- ON SHEET 1 fc.D�f-; OR CONCRETE BLOCK SHEEP 14) OR CONCRETE BLOCK 4.._._.!_.,.-± REQUIRED OPTIONAL-1 POURED f REQUIRED CONCRETE�•� IC HV WALL FLOOR INSTALLATION © HV WALL WALK—OVER INSTALLATION O MAXIMUM SHUT DESIGN P'-0' EN.•�E40N2 ps}AL REQUIRED MAXIMUM SHUTTER SPAN 8'-0' QJ H RAINGUARD INSTALLATION t NOTE-. NOTE FOR COMBIMA'RON OF SECTIONS: ,p 'r THIS INSTALLATION SHALL BE INSTALLATION DETAILS !N E.D.= EDGE DISTANCE REMOVABLE WHEN PERFORMED 1-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) OR ENTRANCE ADJACENT TO AN OPERABLE EXIT BLADE MAAONNSHEEFUS9E FOR ASSEMBLY ,/ C� I-GV ®LADE MOUNTING SECTIONS CAN COMBINED IN E7 T1 �p IN ANY WAY TO SUIT ANY INST,LLATION. FLORIDA BUILDING CODE Non High Velocity (Hurricane Zone 1 III IIII)�f(!�a 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. P BERTH Q HVTM _.`"� `\cEN Accordion Shutter System FQ �� ML Ec4 ���. No.44167, _ American ShBIP(er Systems H.V. BLADE#1 W/Of:W/0 H.V.%IN=BLADE .` rlO B TILLIT TESTING & ENGINEERING COMPANY y EV.No DESCRIPTION DATE DRAWN BY: M.P -O'• STATE F 6355 N.W.JSih.St.,Ste.305.VIRGINIA GARDENS,FLORIDA J31 Association, Inc. I OLD 17-107 /2/202 DATE: 7/2/2020 9�•, F /� Phone:(305)871-1530.Fax:(305)871-1531 4263 Westroods Drive 2 �`'•. �ORI � -matt:tilteca(9mol.cOm DRAWING No P `ems a West Palm Beach, FL 33407 3 � CA.TILUT19 ss�ONAI Nt�`�A�SFAL/SIGNATURE/DATE VI FLORIDA UG p 416E 4 20- �� 5 SHEET E 7 OF 20 SEE END WALL CON NECTIO LS ON SHEETS 10 & 18 INSTALLATIONS ,A/ YYr (� H`I SEE NOTES AT LOCKING R005 N ET LOCKS®or OUT 90'.1 l�'ty� I N EXISTING GLASS * AND ALTERNATE HV LOCK®ON SHEET S. `w BLADE SLACK DEtAIL HVF IS VALID FOR ALL BLADE W HV CENTERMATES CENTERMATES APPLICATION WITH BLADE(2) QoRoR7K..:.+US OR °Z OR U SEE END WALL CONNECTION QS°R Q+Q3-@+©OR I11/—EXISTING GLASS DETAILS ON SHEETS 10 & 197 z^xzxl/exa-2' I ®+®a©9+OoR19+�5 I 3 t/a° �' s t/Y 7• (6083—T6-xl/8'AWM. — .______.__.___..__.�—.._.--_.�_._ ALLOY) -- ANGLE w/(2)-,7a^m-TAPCON-- -'---1/2•-oR@+® �— _ _OPPOSING SYMMETRYCAL ANCHORS TO CONCRETE I- - CENTERMATES i CENTERMATES (TOP/BOTTOM)& I r. 810x3/4•S.M.S.0 12" I — MIN. SEPARATION 1 (4)810AT EACH S.M.S.TO TUBE O.C.FULL LENGHf. ' W HV LOCK or 25 I W HV LOCK or To cuss AT EACH ANGLE(TYP)1 I I — (SEE SCHEDULE OR 035I 3 * ON SHEET 11) I I OR OR QoR®an©r Oon®aR 10+O3 OR ° O ` --� °R o ® 1O+IS°R©+�oRQ+Q°R HVA HVB QOR®GR©+Oon®ORO 7 IO+ POURED CONCRETE OR @ oR Q+@o.&1©OR EXISTING GLASS I REDUt�,EO BLOCK WALL �15+18 oR Q+®oRO+OoRI ,`• ------------- 6 7 1 oR 6 + — 7— -- IXISTING —1 ———— �I— �r GLASS ' SYMMETRICAL * IN r�+O+© O ®°R MIH.sEPARAnoN I �! ®+©GRO9*�3a 19+�5 �ExlsnN CENTERMATES �� ©+®oR on To cuss i _j GLASS m, - W V LOCK -6* JT OPTIONAL (SEE SCHEDULE MIN. SEPARATION}\ OR®+® * I J 1 (INTERIOR) I ®r®oR O+©oR 19+� ON SHEEP 11) TO GLASS t -- (SEE SCHEDULE I N ®TION©�`� '_© °A©+ / . ON SHEET 11) 1 (INTERIOR) j— — — — .. y. I I •'a O L ANCHORS®O UT ETE ,r 16-O.C.ox y_I i I' i' / /I `Xk �� 90' * on ® C%� �✓ I`-1'/"D ^^ ('/"/I OUT _ O �....— E ,/Z"MAX.SLACK UT (EXTERIOR) �J "CCS7" HVE HVF** HVD FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' S�I�T///// 02020 TILTECO,INC. ©2020 EASTERN METAL SUPPLY.INC. 4 ��CEb/II J�' BERTHA HVTM Accordion Shutter System No.44 67C:L4 �- ��i e►ae. A. SAW H.V. RARE#1 W/OR W/O H.V.WINDOW BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EV.W DESCRIPTION DATE I DRAWN BY: MP STATE F Association, Inc. I OLD T7-107 7/2/202D DATE: 7/2/2oz0 i.�•', 2O2o 6355 N.W.36th.St.,Ste.305,VIRGINIA CAROMS,FLORIDA 331b i ••• Phone:(305)871-1530.Fox:(305)071-153I 4268 Westroads Drive z O�•. F(QRi P •:'` �� °-m°IT:mee°°®°cl.mm West Palm Beach, FL 33407 3 DRAWING No A sS/iUAi IE���SEAL/SIGNATURE/DATE 006719 W�RIDA u Uff 44166E s SHEET 6 8 OF 20 ALTERNATE INSTALLATION W/HV "T" LOCK 90 ,HV MALE/FEMALE "T" LOCKS CENTERMATES It&�� & LOCKER�W/ (1) HV BLADE SEE END CON NECTIONN, DETAILS ON SHEETS 10 & 18 INSTALLATION n HV BLADE OUT ✓•I]ki IN /��EYJ9RNC GLASS *BLADE�SLACK DETAL HVF.INDICATED ON SHEET S. W/ HD CENTERMATES •°C-"'� ^ If" AS WELL AS UN"B SAL FLOATING BLADE©DETAIL HOD-NVD, ®oA©•O7 m$�°x 10•O°B INDICATED ON THIS SHEEP•MAY BE USED WITH THIS ALTERNATT 10• on ®w©•©°i INSTALLATION DETAIL HVO 5110WN IN THIS SHEET. SEE END WALL CQNNECTION-----I DETAILS ON SHEETS 10 dk 1® 1 —ANCICW/(2)1%4o TAPCOn (TSO.M.S.• T I " g//0- Ncx To m ' ;30 IN ) (0'no NAL ( * D�N—LI) P/BOTRR ( --_--- T _� f _— ? --(-4 (D-P7n (QdIMI/2' TO _ / D.C.FULL �7UBE S.U.S.S.M.S.012 ATAANE( P)I H.V. � TPONS(T PINS o '/4' •� oiE¢miLOC 5HV "T( ) .t�r O H �j --- -_ 28 5B / �J OUT 31 aR 32 ��* 3�3 \ 31 OR 32 31 OR 32-'I `35 31 oR©2 a4 27-^'� -•1/4" 0-20 x 1 1/2" S.S.M.S. (oPnoNu) SEE NOTE fi FOR ET IDL'K 3�, "1yJ x 3/32" WINGNUT. (oPnoNu)..HDB-HdB OUT ,IjDC-ttVC T LOCK,ON SHEEP 5. * i� ©0 HV "T" LOCK (OUTSIDE) 26 SYMMETRICAL HD CENTERMATES SYMMETRIC H_D ENTERM9M —VG W/W/ 2' LOCK (EXTERIOR) Wf " LOCK (INTERIOR). 'r SERIES 0444 ALUMINUM (2D24-T3 ALLOY)LARGE FIANCE THIN ©°i®°A©• SHEET NU SERT,PART d 0820, AS MANUFACTURED BY AYDEL CHERRY -1O•®°°©•�e1©•®p1 TEKTORN,PARSIPPENY,NEW JERSEY 07054 OR EQUAL ©•O•©°^©•O•®a° —_—_—_—_—_—_—S•®emO9•®w119°°°°1®+® % 0 *SEE NOTES ON LOOKING RODS®O NO®LOCI'ON SKEET 5 UNNER54.FLOATING BIME®MAI-LSD-KVD IS VNLD FOR ALL CFNTERU.TES APPUCMIONS WITH BIME(D iDD—HVD** FLOATING STACK FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 02020 TILTECO,INC. ©20 SUPPLY, INC.BERTHAHVTM i ENs �� ® � ® ® Accordion Shutter System N0.441 7 H.V. BLADE#1 W/OR W/o H.V.4NNDOW BLADE TILLIT TESTING & ENGINEERING COMPANY Amerl00n Shutter Systems _ �` Y EY.Na DESCRIPTION DATE DRAWN BY: M.P L*• * •:=4/ r� 63W N.W.36th.St,St..305•NRGINU GARDENS,FLORIDA 3316 A38Oclutiofly INC. 1 OLD 17-107 /2/202 DATE: 7/2/2020 's o'•, STATE / Phone:(305)871-1530.Fox:(3D5)871-1531 4268 Westroods Drive 2 DRAWING No FCOR4� , ��' e-mot:NReeo®eDl.eam West Palm Beach, FL 33407 3 2�-164 �� CA-OOOfi719 ```�y WALTER A TILLR Jr.P.E. 4 �//// ONA �\r� SEAL/SIGNATURE/DATE FLORIDA Lc. 44167 s SHEET 6 9-OF 9-OF 20 ----POURED CONCRETE _ POURED CONCRETE .POURED CONCRETE :. POURED CONCRETE AL j / '\ __ OR CONCRETE %� _ _ _ _ OR CONCRETE _ .. i , _ ,-POURED CONCRETE --- CONCRETE BLOCK WALL r" - -' - '-"y""'";'f" BLOCK WALL REQUIRED """' '"' '--'! !- ---r `j �_ ?�/ REQUIRED � ,/ J' J•, BLOCK WALL REQUIRED r�'•y� � i I �- ,.`! BLOCK WALL REQUIRED L-. f,f // —EXISTING GIA5S5 i r-' EXISTING GLASS 1 J' / r CONCRETE ANCHORi EXISTING GLASS ' 2"MIN.��- EXISTING GLASS ® 16"O.C. 1 ; TO CLASS(SEE ,., ���111 _.� - r'• �i7'--2•,MIN.. - - r'' %r MIN.SEPARATION "%. r r-;7"--(L/�1" -�i. G,•,. �fi' 1 SEPARATION `~ / SCHEDULE ON SHEET ( MIN.SEPARATION 7/ N�i r I r : / TO CLASS(SEE I ICI r MIN.SEPARATION EO-pl EO TO GIJL55(51E 11 FOR BLADE®AND I / r TO I;qS$ SEE SCHEDULE ON SHEET 1 16"x3"MAX.- ON SHEET 19 FOR SCHEDULE AC SHEET I y r- I I !/ r� 11 FOR BLADEOANO 60 3-T6 CONT. BLADES I // 71 FOR BLADE(t'�AND i' F I SCHEDULE ON SHEET ( ) 1"� � � 11 FDR BLADE QPND (LOCATE AT��, ON SHEET 19 FOR ALUM. CLOSER �BI.AD�FS m&FOR 1/2" ON SHEET 19 Fat EITHER SIDEO7 1 6�&Q� PLATE. (LOCATE 1/2" ` T� I BLADES G)&QI) AT EITHER SIDE MIN. y 1 OF 0) 1 2"MIN. OFO) r/1 - _Ii i I �- •A USE 1"OR 2"MAX. - - - .- - - - /-- .._ _. - - - _-- __ AS APPLICABLE)x2"x1/8"x0,_2"• I �, 1. #1Gxl/2"S.M.S. ---- #t°xa 6"D.C.-._.' I 1 I,; ( ------�': _ ALUMINUM CLIP ANGLE :� ® 76"O.C. r ------ (6063-T6 ALLOY)AT MIDHEIGHT•% K 1 10x1 2 S.M.S.TO 4& WALL AT 1'O4-0 CCN(LOCATE AT S ANCHORS TO 1 r SEE DETAIL X FO�gifJ O OR ®e EITHER SIDE OF®) 0R SIDE CONNECTION f OR ®� SEE DETAIL X FOR ) OR TO TRACKS SIDE CONNECTION ® w®w©.O7 m BO •®w SEE DETAIL X FOR_/. ® ©®(�Im© OwOm10+®m �m 6 rQj m8�m10:®w '' - TO TRACKS ._ - ���. 7 w 8 1 .®�+ 10•���. SIDE- TO TRACKS 1p.®w©.®u©+©m _ 1Om ©•®°"©•®°" 10•Q"©'�°1©•©`" Q•Q•©mO.O.®w I ®•®°'©+®°'0`®"' ®'QED®•�m©•®m,{�,, O.®m O9•®m�.�m®r® 8 9 1 END CONNECTION DETAIL END CONNECTION DETAIL 2Q END CONNECTION DETAIL® END CONNECTION DETAIL �-'POURED CONCRETE OR +REQUIRED ONLY FOR SPANS GREATER THAN 12'-0' / 1pd1 2"S.M, CONCRETE BLOCK WALL G _ EXISRNG GLASS r ., ,./- ! GLASS ® I O % A REQUIRED j i { MIN.SEPARATION r # / c. _—_—_ 1---------- SC - . r' .:•y ♦ TO C (yg ;' m 16 /0 `., MIN.SEPARATION D 1 r' rr LE ON SHEET / TO CLASS(SEE -_--"_ _'_ ©OR®OR�1 OR ...,,,._rR_______ _" _ 11 BLADE QPND CONCRETE 1/2°MIN. SCHEDULE CN SHEET '- ------------- _ ON SH 19 FOR ANCHOR 0 , r ^ 11 FOR BLADE AND '-1 __j__-____ OR)J OR(BOR(3 COJJCRETE / i BLADES & 12' D.C.,,,' i ON SHEET 19 FOR ANCHOR iE0A/9'.L i,O I BLADES O&(D '�-16" -- pR� O.C. ��1--� 1/2' MIN. -I,'Ir . - _ EOM <�J I'©OR®OROOR / '2'MIN. /' \ r'2•MIN.� \ � SEE LIMITATIONS OF USE FOR VIE 5 / �/ ---= B toLADE ON SHEET 19 0ORQOR(BORI9OR� W / i )OR �� PLAN r Q OR DETAIL �- X ! ®m®m© w®m ro.®m POU D CONCRETE OR .0 ®w©•O7 mow 10+®m CONC BLOCK WALL 10•%Sm©.®m®.©m END INSTALLATION REQDIR °'gym© ®°©'©m —4+07 •©m©•O•®w HV BLADE OR hA HV WINDOW BLADE INTO ®•Omp•®w©•®m Vim® ®w� © CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL® Q.®m®•®w1®+pmp«® END CONNECTION DETAIL© m®.® FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ��O�'11e LUr 6f n�• f1/�;`�7 02020 71L7EC0,INC. 02020 EASTERN METAL SUPPLY, INC. BERTHA i"?9 S/TM AL Accordion Shutter System —_� H.V. BLADE 1 W OR W/o HV.1MNDON BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems !Eye He DESCRIPTION DATE DRAWN BY. M.P d STATE F c'�//� 8355 N.W.36Lh.SL.,6a.305, CINA GARDETiS,FLORIDA3716: ASSOciation, Inc. 1 OLD 17-107 7/2/202 DATE: 7/2/2020 W ' sn'•, Phone 1(305)871-1530.Fax 1(305)871-1531 4268 Westroads Drive z ' P .• West Palm Beach, FL 33407 3 DRAWING No e-meC t00OB®aol.wm 20-16�4 s•••..... `♦ CA-0008719 4 L V 7 S'/ ` --- WA.TILL#Jr.P.E. /'71Tb�111111�'Li FLORIDA��SEAL/SIGNATURE/DATE FORI Lic.#441 e7 s SHEET ,I 6 10 0F 20 SCHEDULE #1 aCHEDULE N2 SCHEDULE 0 MAXIMUM SHUTTER SPAN* "L+" OR I-" MAXIMUM SHUTTER SPAN* 1+' MAXIMUM SHUTTER SPAN*"L+" (ft.). FOR INSTALLATIONS W/ OR "L-" (ft.) FOR OR I-" (ft.) INSTALLATIONS JNffALL6DQbI LEGEND '!NLOZES- CENTERMATES.® &® or orra INSTALLATIONS W/ M W •$YIAMETRICAL CENTER S CONCRETE & W/ ONE H.V. LOCK ® or ® or�or CENTF_RMAT�, t &(�' WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN HD LOCK ®W/ NO LOCKING RODS or ONE HV LOCK�+ or®or® & W/ ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. CENTERMATES & W/ ONE HV '7" W NO LOCKING RODS OR W/ NO LOCKING WALL A, B, C. D. E. M, N, 0, P, Q. A.S.D.MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE ® ® / ® A.S DESIGN PRESSURE RATING. LOCK® W/TWO LOCKING RODS ®TOP & (SEE NOTES t,tt) ODS MOUNTING F. K & L R, S, &V. BOTTOM SEE NOTES t1') (VALID FOR MOUNTING ID �� (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR SHEET 7) FLOOR/CEILING (5G H.Q I1, J T. U. W & X WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: CONCRETE @WOOD CONCRETE&WOOD INSTALLATIONS pp(( CONCRETE MOUNTING & M ND.DESMUM AW(Q DESIGN I :TAT 110 5 V �F'R'U A6 RA DESIGN A.S.D.SURE as.0.SURE INSTALLATIONS GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, PRESSURE WPLL MOUMING FLOOR/CEILING PRESSURE WALL MOUNTING PRESSURE DETERMINE MAXIMUM SPAN "L+"FROM SCHEDULE.RATING MOUNTING RATING h RATING FLOOR/CEILING MOUNTING —(P•s1J- .. -—(P•°•rJ--FLOOR/cE1ONc`MOUNRNG- tP•°•1a- _ Oft -GNEN,_A-NEGATIVE-A.S.D.-DESIGN-PRESSURE-.RATING,—- (+OR-) (a OR-) _- (+OR-) FLOOR ALL MOUN9NG DETERMINE MAXIMUM SPAN"L- FROM SCHEDULE. L+ (ft) L-111) L+ (R) L--(ft) L+ (R) I L-(11) L+ (R) L---(R) MAXIMUM SHUTTER SPAN "L+"OR 1-"FOR 30 OR LESS 16'-0" 16'-D' '16'-0" I6'-0' 30 _ 16'-0' 16'-0.. 30 16'-0" 16'-0" INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 105 psf.A.S.D. DESIGN PRESSURE RATING. MINIMUMDETERMINED SPAN BETWEEN "L+"AND "L-". _35 14'-10' 14'-to" �15'-2" 16'-0" _-- 35�- 14'-10' 14'-70" 35 t5'-2"_T_- IC-10"_ 40 - 13'-10" 13'-10 _14'-2" 15'-2" �40 13'-10" 13'-10" _40 14'-_2" 15'-_2"_ (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 13'-1" 13'-1" 13'-"-_ 4'-3° 45 _13,-1" _ 13'-1" _ 45 _ 13'-4" _ _14'-3`_ 'I' HV CORNER CENTERMATE g3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5" 12'-5" 12'-8" 13'-7 _ 50 12'-5' 12'-5' 50 12'-3' 13'-1' MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/ FLOOR/CEILING MOUNTINGS: '• ---' SHALL BE AS INDICATED ON MANDATORY CONDITION._ 11'-10' 11'-10" - 72'-11" 55 11'-10" it'-10" 55 11'-1' 11'-11" -_ - - �2 - FOR-A GIVEN POSITIVE A.S.D. DESIGN PRESSURE - __--,-.� .-_�- -.-_._ ,_.._.. - --... NOTE$5, SHEET 5. 11'-4" 11'-4" 11'-7" 12'-4" 60 11'-4' 1_T 4' _60 -1Y__i 10-11" RATING: __65_ 101-10' 10•-10" -_1 V-1" _1V-11" -_65 _ 101-10"- _10'-10" _65 -- 9--5_ 10'-1:-` DETERMINE: 70 10'-6° Io' 6" 10'-9'- 11'-5' 70 10'-6'T 10'-6 _ 70 8'-9" 9-4' L7+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. -- ------ - L2+= MAX. SPAN FOR FLOOR/CEILING MOUNTING 75 10'-1' 10'-1" 10'-4' _11'-1- _75 _ 10'-1" - 10'-1" 75 --__. _ B-9"T tt EXCEPT THAT MAXIMUM SHUTTER SPAN"L+"OR INSTALLATIONS. BO 9'-10" 9'-10" 10'-0" 10'-9' _ 80 _ 9'-10" _ 9'-10'_ "L-`AND MAXIMUM A.S.D.DESING PRESSURE RATING FOR 9'-9" 70' -_6'_ INSTALLATIONS IMO CONCRETE OR CONCRETE BLOCK FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE _ _ SHALL BE LIMITED AS FOLLOWS: RATING: 90 9�3°_'.9�-3"-_8�-5'— 70'-1"_ _ 9O._-. ._9�-3"..__- g'-3y DETERMINE: 1- CONNECTIONS TO KEYSTONE MOUNTING 95 _ 9'-0 8'-9" 9'-2" 9'-10" -95 - 9'-0" 8'-9"_ Li-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. - LIMITED TO +64,-72 p.s.f. AND 8'-0" SPAN, SEE 100 8'-9' B'-4" 9'-0` 9'-7" -�100 _ B'-9" 8'-4° LE-= MAX. SPAN FOR FLOOR/CEILING MOUNTING MOUNTING MOON SHEET 7. INSTALLATIONS. _105— 81_71,_ ��T-11" ._9'-9" 9,-4,� 105_ 8'-7" T-11" 110 8'-4' 7=7"- 8'-7° 9'-2" 116 8'-4" T-T FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 8'-2" T-3" 8'-4• 8'-11" 115 8'-2_ T-3' MINIMUM BETWEEN "L1+","L2+ "L7-'AND 'L2-" _ SEPARATION TO GLASS SCHEDULE 120 �fi'-a" fi'-11" 6'-2" --6-9" 120 6'-D"_._s'-n° 125 7'_-10)w fi'-8' 8'-0" 8'-5` _ 125-__�7_-70'_ 9-8" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 7-B" 6'-5' 7'-10" 8'-1" _ 730 _ 7'-8° _ 6'-5'^ �IINII�UL® PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7" 6'-2" 7'-9"- 7'-9" �,s6 17_ 6•-2" WIND ZONE M SPACING. —140 T�s" 5-v'--7-r' -i=s= l40--�'-s_ _ -i - ASTM E-1996 SEPARATION 145 _ 7'-3"� 5'-9" 7'-5" 7'-3" 145! 7'-3" TO GLASS _ 150_ 7,_2" `--'5,-7• 7,_4" 7,-0" - 150_--__7-2:- 5,-7_ . 155 7'-:F 5'-5" 7'-2-2'^ 6'-9' 155 ^_7'-0' 5'-5" 1 THRU 3 1" 160 V-11" 5'-2' _7--1 6'-7" --160___ 6'-111" 5-2" 165 6'-10" . 5'-1"F 7'-0'- 6'-4" 165 6'_1 D"..- 5-1" 170 6'-9" 4'-11" 6'-11" 6'-2" 170-^ `6'-9" 4'-11" _;75 "-8._7" 4,_9.- 8•=9—_ -fi•-d" —175 6'-7= 4'=9"_ H i/ BLADE 4'-8" 6'-8"- 5'-10' 1 BO _ 8'-6" -- 4'-8 185 6,_5„ 4:_6 -s:_7""- 5*-B— 185 6,_5. 4:_sa 190 6-4._ 4'-5" -6'-6" 5'-6" 190 6-4.__. _4'-5" 6—_3"- 4,_3" 8._5. _- 5,_5,,._. _.195 200__._ 6 5•-3 200 _ 6-2' 4'-2 -. zos s-r' 4'-1' fi'-s°-s-I" 205 6'-I" _a=i="' - FLORIDA BUILDING CODE Non High Velocity Hurricane Zone yf +(+' 02020 TILTECO,INC. ©2020 BERTHA MMEEIAL SUPPLY, INC. i�i ERH�DA ITTIT Y'TM ' �L E G® 'm Accordion Shutter System No.4 1 American shutter Systems- H.V. BLADE#1 W/OR W/0 HV, WINDOW BLADE *' TILLIT TESTING & ENGINEERING COMPANY A !Eva N° DESCRIPTION GATE DRAWN BY:MLCW./LG. _ °4- 6355 N.W.J6N.St..Ste.303.NRGNIA GARDENS,FLORIDA 3316E M9�®CiatiOne Inc. 1 OLD 17-107 7/2/202 DATE: 7/2/2020 FVV STAI OF � Phan.:(305)871-1530.F..:(305)871-1531 4268 Westroads Drive z 4C .- .-matt:Ult.c.0.O.c.m DRAWING No FC0 i�P CA-0006719 West Palm Beach; FL 33407 3 WALTER A.TIUfr Jr.P.E. 4 FLORIDA Li..i)44167 2®-1 s4 fk��/SIGNATURE/DATE, e SHEET 4. 9 OF 20 MAXIMUM ANCHORS SPACING fin.) SCHEDULE FOR A GMN MAX, SHLmER SPAN, A.S.D. DESIGN NEGATIVE PRESSURE MIN A CORI ING TYPE FOR CONCRETE OR CDNCREIE ANCHORS SPACING LEGEND ^FRD POURED CONCRETE SEE MOUNTINGS A.B.C.D AND F DN SHEET 6) POURED CONC CONCRf:Tf BUOCR TAPCON OR MU ,WALL HEADER MOUNTING {A�WALL HEADER MOUNTING (3 WALL HEADER MOUNTING D WALL SILL MOUNTING OWALL SILL OUNDNG U&IFOWALL HEADER/SILL TAPCON WITH ADVANCED SPAN W/G' W/U W/N W/ 1 MOUNTING THREADFORM TECHNOLOGY (R) A.S.D.DESIGN_NEL_t_TVE PRESSURE RATING�1,ASD.DESIM N6A7NE PRESSURE W6UQ x ASD.DESIGN_NEGAI_NE PRESSURE BRING(Ul AS,D,D61G_N N_EOgM PRESSURE R7TI11C(Es/AS.D,DESIGN NEGATIVE PRESSURE WRING__ 4.5.0.DESIGN NECATNE PRESSURE RATING(p;l ALL POINTS SOLID-SET 30 40 60 75 190 120 IT 205 30 I.40 60 75,90 120 160 205 30 40 60 75 190 120 160 205 30 40 BO 75 190 1201,60 205 30 40 60 75 90 120 160 2D5 30 40 r60 75 90 120 160 205 14 12 10 9 B 8 8 B 14 12 10 9 B 6 6 6 14�)1�2 1D 9 B__8 fi 6 14 12 10 9 a B 8 - 14 f120 0 e B 8 6 'S5 e e 6 e 9 8 7 5.5BLUE TAP 3'-0° 74 12 104 12 10 9 a 8 IS 6 14 10 8 8 8 6 6 14 12 10 9 B t3 e 6 14 9 0 0 6 0 B 9 8 8 B 8 80 TAPPER4 OR LESS 14 12 10 9 e 8 6 5 14 12 12 9 8 B e 8 7p 10 8 8 e 8 6 14 12 12 9 B '8 8 3 14" 9 B 'B 8 5 5 8 a 0 8 8 B 6S14 12 10 9 B e e 6 14 12 10 B 8 B B B 1410 9 8 0 6 6 14 12 10 8 0 a fi 14 0 9 8 e 6 6 8"8 0 -B 8 B B 7 14 12 10 9 8 6 6 4 14 12 10 9 8 B fi 6 14 12 10 9 8 B 8 6 74 12 10 9 8 7 14 0 9 0 7 5.5 - 0 B 8 B 8 7 5.5 4_. _.____..__ ______.�____.__ _ - _...__._._ ,___-_.--._.__ 4'-0" 14 12 10 9 8 8 6 4 14 12 10 9 e 8 6 6 14 12 10 9 0 8 6 6 14 12 10 B 8 8 5.5 - 14 9 8 8 6 6 B 8 e 9 a a 8 0___..�__ .-__ .___.___.__.__-____-_ ___..______.-.__ .- _._._.._-. ___._.-__ 14 12 10 0 8 a 45 - 14 12 10 9 8 B e 4 14 12 10 9 e e 6 6 14 12 16 9 8 8 - 14 9 0 B fi" e 0 8 8 8 8 6.6 5_-_._.. ___ - ___ _ _--_ ...__..__-_______._..- ___ .__._._ _ _ _ .__ 14_12_10_ 9_ 6_ 8_ B__4_-14__72_ 10__9__8__B__fi__6_-14__,2_-10__9__B__8__8__6_.74__72__10__9__8__e____-_14- --9-- g__g_._g_ _g_=g__g__g__a__g__7_6.6 14 12 f0 9 a a 4.5 - 14 12 10 .1 8 0 6 3.5 14 12 10 9 B 8 6 6 14 12 10 0 T5 - - - 14 0 7.5 5.5 - - US 8 8 7.5 5.5 4 3 5'-0 2129 e8 4.5 Vi 12 10 9 a B- 6 3.5 t4 12 is s 9 e s -s'-ia ii" fD 9 8 7- - 74 e' a -s s __ I s a e e a a SEE ANCHOR ---- 9 a 5.5 - - 14 12 10 9 8 8 4.5 - 14 12 10 9 B 8 6 5 14 12 10 g 8 3 - 14 9 B 7 - - a '8 B 7 5 q SPECIFICATIONS B 88 4 - 14 12 10 9 0 8 6 3S 14 12 10 9 18 8 6 6 14 12 10 !1 8 - - - 14 9 9 7S - 8 8 8 7.5 5.5 4 ON SHEEP 13 14 12 10 9 8 5S 3 - 14 12 10 9 e B 4.5 - 14 12 10 914 12 8.5 7.5 4 - 14 12 9.5��j 6.5 3S - - g 8 a 75 6.5 4.5 3.5 - 6,-0° 14 12 10 9 8 55 14 12 10 9_ a 6_4S _ /4 12 10 9 B �8 6 6 14 12 10 0 8 4 - = 14- 12' 1088 4 _ B 8 9 9 B 8 9 7S14 12 10 9 8 3 14 12 1D 9 14 12 t0 9 8 8 5.5 15 14 12109 45 - - - 14 12 10 7.5 4 B 8 8 B 75 5.5 4 3 14 12 10 6 e 5 I- - 14 12 f0 9 8 8 4 - 14 12 10 9 8 8 6 S.S 74 12 10 9 5 14 12 10 B 4.5 - 8 B e e e 6 4.5 14 12 10 9 8 4 - - 14 12 10r 8 6.5 3 - 14 12 10 9 8 A. 8 - 14 12 B 4,5 - - - 14 12 B 0.5 5.5 - - - _8 0 _8 6.S 5.5 4 3 __.. _._ 7,-0 �14_. 1_2 12 _9 B." 4 74 12. 10 _,0 65 .1 - 14 12 10 9 8 8" 6 14 12 10 9 e 14 12 10 9 8 7 - 8 B e g 8 B 7.56 -___ __4 12 10 "B 4.5 - 14 12 10 9 4 14 12 10 9 e 7 4 14 12 10 5.5 - - _ 14 12 10 IS 5 - - 8 ._ _ ________ ___ .14 12 10 9 7.5 3.>5 - 1a 12 10 a 6 - - 14 12 10 9 8 8 6 - 14 12 1D 6 - -I - 14 12 10 S. 7 - - B e 0 B" 7 5 4 ,4 12 10 9 5.5 3 - - 14 12 10 9 a 4.5 - - 14 12 10 9 8 e - 14 11 7 - - _ - 14 11 7 5.5 3S - - - 8 8 7 5.5 - 14 12_10 99 5.5 - - 14 12 10 9 6 4.5 - - 14 12 10 8 8 B - 14 12 10 7 4 -� /'4 12 10 9 8 3 -6 0 e B 9 7,5 7 4 _.__ 14 72 10 5.5 3 - - - 14 12 10 B 8 - - - 14 12 10 8 8 SS - - 14 12 85 3 - - - - 14 12 B.5 7 4 _- - g 8 "B 7 65 4 3 - SEE LIMITATIONS OF USE FOR _-._...__. _ __ .._ ___...__.--..._- t- _.�._____ .r___._,.._ _ _ _ _ _._-- _ _ ___8 _..._._._.. BLADE(BON SHEET 19 14 12 10 e 6 - - - 14. 12 10 9 8 4 - - 14 12^1D 9 8 8 - 14 12 9.5 - 14 12 9.5 7.5 4S - 8 8 a 7.E 6 4.5 14 12 10 - 4.5 - - --14 12 10 9 7.5 - - - 14 12 10 9 8 - - - 13 9.5 4 - - - - - 13 9.5 6.5 5 - - - - 8 0 6.5 5 4 3-__ .�-_ ____ __ -.___._..-__ .� 9-0° 14 12 10 6S 4 - - - 14 12 10 9 7.5 - - - 14 12 10 9 8 - - - 14 12 10 5 - - 74 12 10 9 5_5 - - - B 8 0 8 8 6.5 6 3 14 12 0.5 4_ - - - - 14 12 70 g 4.5 - - - 14 12 10 _9_7.5 - - 14 11.5 4.5 - - 14 11.5_7.5 e 0 8 7.5 6" 5 4 14 12 1 G 8 4 - - 14 12 12 8 7 y- - 14 12 10 9 9 - -- 14 12 5 - ---- - 14 12 8'8.5 -- B B 8 8.5 5.5 14 12 9,5 _5 35 - - - 14 72 10 a_5.5 - - 14 12 10 B 8 _�I1_5 8.5 - - - 11S 8.5 5.5 - - B 0 5.5 4.5 3.5 - - - 10'-0° 14 12 B.5 5 8S - - - 14 12 10" 8 5.5 ___ 14 12 10 9 0 __ 14 12 7 _ - __ 14 12 10 7S 5 - 8 g 0 g 8 _7.5_._.__-_-_ ___ _ 14 12 5.5 14 1122 10 6 3 - - - 14 12 10 9 _6 I- _ 14 10.5 3 - - 14 10.5 7 35 -T~--_'8 8 7 5.5 4.6 J_5 14 12 8r4-. 3 - - - 14 12 10 9' S - - --74 12 10 9 B i- 14 11 -_ -- -14'11 7.5 - 8 B -6 6 5 14 12 7 - - - - 14 12 10 - - - - - 14 12 10 - - - - 10.5 8 - - - - - - 105 B 5 - - - - - 6 8 5 4 3.5 - - 11,-On 14 12 7 - - - - - 14 12 10 - - - - - ,4 12 10to 12-5___- _ ___ 14 12•10 8 8 14 12 4 - - - - - 14 12 10 - - - - - 14 12 10 - - - - - 11S 9.5 - - - - - 72S 8.5 6 - - - - -- 8_ B 6 5 4 2 - 14 12 B.5 - - - - - 14 12 10 - - - - - 14 12 10 - 7,5 10 - 14 10 7 9 B 7 5.8 -- 14 12 5.5 - - - - - 14 12 10 - - - - - 14 12 10 - - - _-_ -_9.5 7 - _ - - - 9.5_ 7 3.5 - _ g 7 4.5 3.5 3 14 12 5.5 - _______ 14 12 10_ T_ _-_ t4 12 10' - - - - -_ 14 12 4- - - _ - - 14 12 10 - - _- - g""8 12,-0^ 14 12 3 - - _ - -_ 14 12 8�_- - - - 14 12 10_ - - '-_11.5 8.5 '- - - -__-_I I.S e.S'4 -� 0 8'_59 45_4_ - _-_ -- _ _ _ _ __ _ 14 12 5 - - - - 14 12 10 - - -_ 14 12 10 - - - - 12,5 8.5 - - - - 13.a 9.5 4.iT - - - - - 8 8 8 5 4 - - - 14 12 - - - - _-'.14 12 - - - - - - 14 12 - - _- - - - 0 4.5 - - - B 8.5 - - - - B 15 4.5 3,5 3 - - - HV BLADE OR n HV BLADE 14 12 - - - 1M1 12 - - '_ - - - 14 12 - - - _-_ - -_ 44 12 - _ _ - -14 12 - - - - - B 8 8 a - 13'-On 14 14 Ti'- - - 14 12�,.=� _ - 0.55.5 - I - __10.5 8 ____ _ 8 B 8 4 3.5 _= W BLADE r _ _ _ _ _ _ _ _ 1 HV WINDOW LA 14 12 - - - - - - 14 12 - - - - - 14 12 - - 11.5 a - --t- - - 11.5 g.5 - - 0 8 5.5 4.5 - 14 12 _ _ _ _ _ _ 14 12 - - - - - - 14r12 _ _ _ _ - _ g 3 _ _ _ _ _ _ g g _ _ _ _ _ _ -8 6 4 3 _ _ _ _14 12 _ _ 14 12 - - - - - - 14 - - - - - 14 9 - - - - - 14 12 - 0 8 B7.514,-0°1a_ 7 .-___ -..._._ _ 14 12.-v..__- ' - - t4 - - - - - t24 - - - - 10"7.S- - - - - - "B-7,5 5 4_ _ - W®RKING IN UNIS®N 145 - - - - - - 14 12 - - - - - 744 - - - 0.5 4-- -- - tOS B --- g g 5`q -- 14 - _ _ - _ _ _ 14 _ _ 74 _ _ 7.5 _ _ _ _ _ _ _ 7.5 _I- _ _ 1741 5.5 J.514 _ _ _ _ _ _ 14 _ _ _ _ _ 74 _ _ _ _ _ _ ' 714 _ _ ____14..__{._._ ___ . 35 3iq _ _ _ _ _ ig --j07.5 5 414 - I .t _ - - 14 - - - - - __ 7 - 14 _ - _ BB I7S 6 316,_O.14 - - - �;.____ 114 - - 14- '-_----- - - 14=I._ -14 _ iq � _ - _ _ _ _ 14 _ _ g _ _ 0.5 4" - - - - - - - 14 - - - - --- 14 - -- - - - - - 95 - - -� - 51- - - '4.5 - - - = FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, '�y11IliIy.1 ¢74A�o // 02020 TILTECO,INC. ©2020 EASTERN METAL SUPPLY, INC. BERTHA KVTM EN,( AIR Accordion Shutter System No.441 ' H.V_ BLADE#1 w/OR W/O H•V.WINDOW BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter $ 94®R1S Y EV.No DESCRIPTION DALE DRAWN BY: M.P 6355 N.W.361h.St.,Ste.305.VIRGINIA GARDENS.FLORIDA 3316: Association, Inc. 1 OLD 17-107 7/2/202 DATE: 7/2/2020 -o'• STATE C Phone (305)871-1530.Fez:(305)871-1531 4268 Westroads Drive 2 '�Oc ORI� a-moil:Nit eco®eol.com West Palm Beach, FL 33407 3 'C�. CA-0006719 DRAWING No �i7�Fsn'••••••',Ni' •\ WALTER A.11LLIT Jr.P.E. 4 20-164 �n77 1i q'ONAl. ,�%SEAL/SIGNATURE/DATE FLORIDA Ue. 44167 5 SHEET 6 12 OF 20 MAXIMUM ANCHOR* SPACING (10,) SCHEDU E FOR A GIVEN MAX, SH UIER SPAN_ SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES AS D DESIGN NEl`Ix11TNE PRESSURE RATING MD A CORRESPONDING MOUNIIING IYEE FOR CONCKEE OR COKCREIE HIM INSTALLATICNS (SEE MOUNTINGS E.G.&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED OMMEWCMICRETE an CONCIMIE (A) TO EXISTING POURED CONCRETE:(thin.Yc=3 Imi) MMMUM ®WALL SILL MOUNTING @ CEILING MOUNT( ®FLOOR MOUNTING 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEC.(Min.VC=3 ksi) SPAR - /4°0 x 3/4"ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. (Min. r•O-3 ksi) (PU kS.D.DESIGN NEGATIVE PRESSURE TIMING Evl S.D.OESIIN NEGATIVE PRESSURE IWEiG - S.D.OEM NESATNE PRESSURE RATING psO 1/4°0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min.Pc-2 ksi) '-'-'- TAPCON OR 30 40 60 75 90 120 160 205 3O 40 60 75 90 120 160 205 3O 40 60 75 eo t20 160 20 TAPCON WITH ADVANCE) 1/4"0 TAPPER+ANCHORS AS MANUFACTURED BY DEWALT,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY OR ANY to 12 t0 e 8 B 6 5.5 74 12 9 e 0 6 s t4 12 f0 9 e e 6 6 Al TECHNOLO OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED lVffH THE AMERICAIJ SHUTTER SYSTEMS ASSOCIATION,INC.(Min.f'C=3 ksi) 3'-0" 14 12 10 e 8 8 6 _6 14 12 10 9 B 8 6 6 14 12 10 9 8 B 6 6 ALL POINTS SOLID-SET NOTES: OR LESS f4 12 10 e e 5 8 5 14 12_1888_ 8 8 6 14 12 10 9 8 0 6 5 BLUE TAP W CAP A.1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ f4 12 10 B 8 8 B 7 14^12 10 9 8 @J 8 6 14 12 10 9 8 8 6 6 / ANCHORS IS 1 3 4 14 12 10 e e_ 7 5.S_3.5 14 12 10_ 9 8 8 6_ 6 14 1_2_10 _9 8 8 6 _5 TAPPER+ /`,AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2-. 14 12 10 B 8 8 6 6 14 12 10 9 8 8 6 8 14 12 f0 9 8 8 6 5.5 4'-0° - - A.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4"ALL POINTS SOLID-SEr ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE NO EMBEDMENT 14 12 10 9 8 8 6 4 14 12 10 9 e B 6 4.5 14 12 10 0 B B 4 35 IWO 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__Tg__g__g__g__6-4.5..14__12__10__9__g__g__6-5.5._1h__12-_1C__g-_g__g__g_qg 1•_MINIMUM-FOR'WALLS'WfTH-NO-STUCCO. 14 12 10 9 7.5 55 3.5_- 14 12 10 9 8 8 6 5 14 12 10 9 B 7 F5 4 O SEE UVIONS OF USE FOR 5'-0' RIME ON SHEET S A.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 12 109 8 e 8 6 14 12 10 9 8 e 6 5.6 14 12 10 9 8 8 8 4S 14 12 1D 9 8 7 4 - 14 12 10 _9 a_6.5[51 3.5.14 12 10 8 6.5 5 D.5 3 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES,ANCHORAGE SHALL BE AS INDICATED ON 14 12 10 9 E4 7.5 4.5 - 14 12 to 9 a e4.5.14 12 10 9 8 6 4.5 3.75 NOTES A7)&A.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 12 9.5 7.5 6S 4.5 - - 14 12 10 9 e 7S 4 14 12 10 _g 8 6 4.5 15 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 14 12 10 9 e 8 8 - 14 12 10 9 8 B 5 14 12 10 9 5 8.5 14 12 10 9 7S 5.5 b - I 12 10 65 7 (Si5 e 14 12 8 e_5 5_5 4 3 (B) TO EXISTING CONCRETE BLOCK:(ASTIR C-90) 1d 12 l0 9 e e 14 72 10 8 0 8.53.75 14 12 10 B.5 e 5 4 - 1/4°0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX. 14 12 I 0.5 5: 3 - - 14 12 10 9 8 6.5 J.5 14 12 10 B 7 5 3.5 3 - 1/4'0 x 3/4"ALL POINTS SOLID-SEr ANCHORS,AS DISTRIBUTE)BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 14 12 10 9 8 8 - - 14 12 9 8 7 4� 14 12 10 9 7.5 5.5 4 3 - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. - -'"-"In --"""' - `----- 1 4 0 TAPPER+ANCHORS AS MANUFACTURED BY DEWALT•INC.•AND DISTRIBUTED BY ALL POINTS SCREW BOLT&SPECIALTY COMPANY OR ANY 14 12 10 a 7 4 - - 14 12 9 7S 6 4.5 - 14 105 7 5.5 4.5 3S____ OTHER APPROVED LICENSED OR AUTHORIZE)VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 12 10 8.5 7 4 14 12 l0 9 7.5 5.5 - 14�12 9 7 7.5 1s14 11 7 6'S 4.6 - - - 14 12 10 9 75 5.5 - 14 12 9 7rL4 45 3 - NOTES: 14 12 10 e B 8.5 - - 14 12_10 e e B 4 74 12 10 8 �5 3.5 B.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON 14 12 8.5 7 5.5_3 - - 14 12 8 6.5 5.8 4 3 -.1Y.5 9.5If{fi 5- VlfM ADVANCED THR(i1DFORM TECHNOLOGY ANCHORS IS 1". 14 12 9.5 7.5 6 - 14 12 9S 8 6.5 5 -'14 12 1 9 8 (4 13 0.5 6S_5 3.5 - - - 14 12 10 8 6.5 5 - - 14 12 B 6.5 5 4 _- - B.2)MINIMUM EMBEDMENT OF 1/4"0 x 3/4°All POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 12 10 14 12 f0 9._7.5 4.5 - - 14 12 8.5 7 5.5 4 - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-2D S.S.MACHINE SCREW USED SHALL BE 1 1/2-LONG MINIMUM SHOULD STUCCO 14 11.5 7.5 e 4 - - 14 11 7 5.55 3.5 - 11 8 5.5 4.5 3.5 - - - EXIST,AND 1"MINIMUM FOR WALLS WITH NO STUCCO. 14 12 a 1.5 45 - - 14 12 85 7 6S� 4 - 14 10.5 7 5.5 6 4,5- 11.5 8.5 S 4 - - - - 14 12 9 7 b 4S - - 14 11 7 5.5 4.5 3S - - 9.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 10�-0" 14 12 10 9 7S- = 14 12 10'B 6.5 5= 14_(12 9-6 5 ,4 _ ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES,ANCHORAGE SHALL BE AS INDICATED ON t4 18S 7 5 35 - - - 13 55 6.5 5 4 3 -_ - 10 75_5 4 e -__- - NOTES B.i)&B.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 14 11 7.5 5.5 - - 14 11S 0 6 5 4 - MIS 95 B 5 4 4 FOR INSTALLATION TWO EIFS WITH METAL STUDS SEE SHEET 20. T0.6 8 5 - - - - - 14 12,8 6.5 5.5 4 - - 13 10 6.5 5 4 3 - - 14 12 10 - - _ - =14 12 B 7 6 4S - - 14 10.5 7 5.5 4S S5 = (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTl1RER. 11'-0'_- _ - 125 - - - 12 0 6 4.5 4 3 - - 8 7 4.55 3.5 33 - 14 70 7 - -I- 14 10.5 7 5.5 4.5 - - L5 g.5 SS 4.513,75 _ _ (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.O.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. [-2 7 4.5 - - 14 11.5 7.5 8 5 12 9 6 4.5 4 _ 12 10 =-_ 14 12 B 6.5 5.5 -_ 13 10 BS 5 4 EDGE DI$SANCE VERSU$ PACING SCHEDULE FOR ANCy0R5• 12'-D° 85 4S __ - _ 11 g 55 4 3.5 - - - 8 6 4 3 - - - MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW.FOR E.D.LESS THAN THE INDICATED,REDUCE ANCHOR SPACING 9.6 6 13 9.5 6.5 5.. 4 - 10.5 B 5--4 BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. - 14 10.5 7 5.6 4.5 - 11 8.5 55 4.5 3.5 - - REDUCED SPACING OETNNED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE-I� I FACTOR 12 - - - - - 14 115 7.5 8 5 - - - 12 T3-0' 8 - - -{- 10 7.5 5 4 J - - 7.5 5.5 4 3 - - AGTIJALTAPCON WITH ADVANCED BLUE TAP W/CAP TAPPER + 8.5 - - - - -6=` 12 9 6 4.51 4 - _ --99-5 7 5 4 - _-- EDGE TAPCON THREADFORM TECHNOLOGY �-POINT SOLID SET MIN.SPACING - - - - - - 7.5 s 4 - - - - I'1N BLADE OR DICTANCE MIN.SPACING 3° MIN.SPACING®3° MIN,SPACING m 3 1 2 MIN.SPACING=3• 3 3/4' 4' 1_ - - - - 14 1_0.5 7 5.5 _ - - 11 6.5 5.5 4.5 - - _ - E.D. /7.5 _ - -_ - - - 9 7 4.5 3S - - _- 7 5 3.5 3 _-__ - BLADE POURS)CONCRETE& pWn CAE CCL, jE LLOCK POURED CONCRETE& POURED-CONCRETE&pCCL�CC E COMl77ETE E400C F.- B - - - - - 11 a 5.5 4.5 - - - B 65 4.5 - - - - - '� I„I I Do CONCRETE BLOCK MR E0..31/2'MN.ED.=21/2' CA4NCEIX=ETEJ 10CI( CO MN FD TE B3Clt TAN FIX-31/Y MN EO..2 1/27 7.5 - - - - - - - 12 9 6 - - - - - 9.5 7 4.5 - - - - - 3' 1.0 0.90 1.0 0.78 1.0 0.84 1.0 ts._D. ==_u-s 10 ss--- -1o.5 e 5 BLADE WORKING 21/2'_.- -_ `.o.e`7- -��.o -_ -- ---_ -- osi---io-- 10'..�-._..._�- - _ _ B.5 6.5 4 _ _ _ _ _ 6.5 5 3 _ _ _ _ _ __ ____..___ __ __ _ _ _ _-. __.._._ _ =-io.5 a 5 - - _ - as 6 4 - - __'= IN UNISON 2- 0.71' - - _ - 7 _ _ _ _ _ _I._ 11.5 8.5 5.5 - - - - - 9 6.5 4.6 - - _ - - 1 3/4" 0.43 _i 0.51 _. - 12.5 9.5 6 - - - - - 10 7.5 5 -16._0. 184 - - 1 B 4 = - - - e aS 3 - - - - 1 1/2"..-� 0.35 -- -' _ ---"_-- -- .'� 0.35 - 9-5 e 'e a __ -- - FLORIDA BUILDING CODE(Ron Nigh (Velocity Hurricane Zone �11IIIII1�(!" 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. S B'RY HA H V®'TM P BOE F' Accordion Shutter System No.44 67 "- 1 L. E C 0 I m c. ® ® H.V. BLADE#1 W/OR W/O H.V.WIRM BLXX ezp TILLIT TESTING & ENGINEERING COMPANY American ShutterNo®P Systems EV. DESCRIPTION GATE I DRAWN BY: Up STATE F ;� 6355 N.W.36tn.SL,Sta.303.VIRGINIA GARDENS.R-ORIOA 3316 Association, Inc. 1 OLD 17-107 1/2 202E DATE: 7/2/2020 '�• Phone (305)871-1530,Fax:(305)871-1531 4268 Westroads Drive 2 %��c'• FIORI F \`� a-moll:Utfi 0-I.- West Palm Beach, FL 33407 3 No DReA�WING p 64 'No S ON1A ({1E! EAL/SIGNATURE/DATE W�RIDA #44167E s SHEET 6 t3 OF 20 MAXIMUM ANCHOR* SPACING (j0,� SCHEDULE FOR A GIVEN MAX HATTER SPAN A.S D DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CGINCREM OR CONCREIF BLOCK IN,STAI 1 ATIOI� (SEE MOUNTINGS I,J,K&L ON SHEET 7) POURED CONCRETE POURED CON CONCRETE BLOCK ANCHORS SPADING LF"FN 1'IAIK R 11 TRENCH 0 SPAR UNDIIO�_- _ORAINGUARD MOUNTING ®WALL/FLOOR-MOUNTING_©WALL/WALK OVER MOUNTING TAPCON OR (H1 ._ DESIGN NEfA1ryE PRESSURE RA18:G(a!ASD.DF51(NJ NE6UNE PRESSURE RATING(Dst GSD.OFSIGN NEGATNi PR611RE iRh G ASD DIEM NEG4TNE PIBSSURE FUOPNG(1d TAPCON WITH ADVANCED �30 40 6 75 so 120 160 2os 30 40 60 75�I 90 120�0 205 30 40 60 75 so 120 teo 205 3-I-- 160 75 90 t20 t6O 205 THREADFORM TECHNOLOGY 14 /2 10 9 B e fi 6 12 12 12 12 12 11.518.5 6.5 ALL POINTS SOLID-SET 3'-0" 14 12 10 _9 8 B_ 6 8 12 12 12 12 12 12 9.5 7 7 7 7 7 7 7 7 7 5 5 5 5 5� 5 5 5 R LESS 14 12 io 9 8 6 6 5 12 12 12 12 10'S 5 B 4.6 7 7 7 7 7 7 7 &S 5 5 5 5 5 5 6 5 BLUE TAP 14 12 10 9 B e 6 6 12 12 12 12 12 10 7.5 6 7 7 7 7 7 7 7 7 6 5 5 -!5-: 5 5`5 5 TAPPER+ 14 12 10 9 8 B 6 6 12 12 12 12 11.5 B.5 6.5 5 7 7 7 7 7 7 S.5 4 5 5 5 5 S 5 5 4 4'-0" 14 12 10 5 B e 6 6 12 12 12 12 12 9.5 7 5.5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 - 6..__._. -. _._..., __._ _..---_ 14 12 10 9 8 8 6 6 /2 12 12 9.5 8 6 4S 3.5 7 7 7 7 7 7 6,5 5 5 5 5 5 5 5 5 5 14-12-10--9-�8--8--6--6- 72-12-'12-'12-'10-7.5 Sb--4 -7--7-'7-'7--7--7--7- - 74 12 10 e 8 e 6 e 12 12 12_ 11 e 7 5 4 7 7 7 7 7 5.5 4 3 6 5 5 5 5 5 4 3 14 12 10 9 8 8 6 6 12 12 12 12 10 7.5 5.5 4 7 7 7 7 7 7 7 7 5_ 5 5 5 5 5 5 �5 14 12 f0 9 e e 8 6 12 12 95 7-5 6 4S 3.5 - 7 7 7 7 7 7 5 3.6 S 5'S 5 5 5 5 4 14--12 10 9 e' 8- 8 B 12-72 12 9.5 e 6 4.5 - 7 7 7 7 7 7 5-s 7 5 5 5 s 5 5 5 4 1SEE ANCHOR 14 12 10 9_ B__e B 6 12 12 7S_9 7.5 5.6 4 _3 7 7 7 _7_ 7__4.5.3.5 5 5 6 5 5_4S 3.5 - SPECIFICATIONS 14 12 10 9 9 e 6 6 12 12 72 10 B e 4.5 3.5 7 7 7 7 7 7 7 7 5 6 5 5 5 'S 5 5 6'-0" - _ _ _ ON SHEET 13 14 12 10 e 6 9 66 12 123' 4 5 5 5 5 6 5 4 3 14 12 1 9 8 8 6 6 12 1210 B 8.5 5,75 - -7' 7 7 7 7 6 4.5 - 5 5 5'5 5 5 A$ 14 12 10 9 B 8 6 8 12 12 10 B B.S 5 3.5 - 7 7 7 6S 5.5 4 S 5 5 S 5 4 3 .-__.._-.._. ._- --_ __...._ 7'-0" 14 12 10 e 8 8 6 6 12 12 72 8.5 7 5 4 3 7 7 7 7 7 7 7 B 5 6 5 5 5 5 5 S - 14 12 to 9 8 8 6 6 12 f0 8.5 5 4.5 3 7 7 7 7 6,5 5 3 5 3.5 3 14 12 10 8 8 6 -6- 5 12 12 B.5 7-5.5�-4 - 7" 7 7 7 7 -55 - 5 5 5 5 5'5 a- Q VALID ONLY FOR UP TO +70, -75 14 12 10 9 B 8 s - 12 f2 8- 7 5.5 a 3 7 7__7 5.5_4.5 3 - - s s_ s s a.5 3.5 - - PSF A.S.D DESIGN PRESSURE 14 12 70 9 e B 6 - 12 1210.57.5 6 4.63b- 7 7 7_7 7 7 7 4 5 6SS 5 5 5- 5 is 72 1`0-6 a'e_ e - tz 9 6 as-s a -3 - -_ �s 4- - 5 56 s '6 a 7 RATING & FOR SPANS PER 14 12 70 9 8 B fi 12 11 7S 6 5 .75 - 7 7 7 Ti fi 4.5-- $ 5 5 5 5 4.5 - _ SCHEDULE #3, SHEET 11 14 12 10 9 _8_ B - 72 1.5r fi 5 3.5 - - 7 7 6.5 5 4 - 5 5 5 5 4 3 - -_ 9,-0" 14 12 10 9 8 B 12 12 6S 5.5 4 3_ 7 7 7 7 5 7 5 5 55 5 1 5_ 5_14 12 10 9 8_ 6 - - i0.5 B a 3.5 - - _ 7'7 7 8 5 3.5 - - 5 5 5 5 5 4 314 12 10 9 8 8 - - 12 10, . 5 4S - 7 77 6;5 5.5 - 5 5 5 5 5 4 14 12 10 fi e_ e - 12 0.5 7 5.5.4S 3.5 - - 7 7 5.5 4.5 35 - _ 5 5 5 4S 3.5 - 10'_O"14 12 10 B 6 11� 5 _ 7 7_ 7 7 7 74b _5 5 5 514 12"10 8 8 - - 9.5 7 4.5 3.5 3 - 7 7 7 5.5 AS 5 5 5 5 4.5 3.5 14 1210 8 8 - 12 B e '5 4 - - - 7 7 7 8 5 - - - 5 5 5 a5 5 - - - 14 12 10 a B I B - - 12 9.5 6 5 4 3 - - 7 7 15 4 3 - - - - _ - 14 12 10 9 8 jp70 7 5.5 4.5 3.5 - 7 7 7 7 7 7 3.5 - 5 5 55 5 5 5 4„•_°-__ - (1� HV BLADE ONLY 14 12 10 9 I B B -_ - B.5 8.5 4 3.5 7 -_ - 7 7 B 5 4 - - - 5 5 5 6 4_7_ - 14 12 10 9 B 8 S.S 4 - - - - 7 7 7 5.5 4S --- 5 5 5 6 4.5 - - - 14 12 10 9_+8 - - 1.5rl�5 55 4.5 3.5 - - - 7 7 a,5 J.5 - - - - 5 5 4S 3.5 3 - 146 4 5 7 7 7 7 7 6 3 5 5 5 6 5 5_4_8 3S2'-0" _ __ 7 7 SS 4.1 35 - - = 5 5 5 4.5 4 3 14 12 19 9 9 - - - 6 4 3 - - - - _ _14 12 109 B - - - 105 4 - _ -7 78 -5--- 5 .5 �5 5 4 14 12 10_ 9 -!L - - D.5 8 5 4 3S -__) 7 6.5 4.5 3.5 - - - - 5 5 49 J.5 3 - t- ^- 13•-0'•14 12 10 9- 8 - __ 1.5 6.5 6 4.5 3.5 3 _ 7 7 7 7 7 4.5 - _ 5 5 5 5 5 5 45 3.5 14 12 10 9 8 - - - 7 $.5 3.5 3 - ,- _�_ 7'7 5 4 7 - - 5- 5 5 14 12 10 9 8 - - - 9 7 4.5 .75 t= 7 7 5S 4.6 - 5 5� 5 4.5 4 14 12 70 9 - - - - 10 7.54 5 4 3 _� - 7 8 I q 3- - - - - 5 _5 _4 3 - 14 12 10 9 B 4 7 7 7 7 j` 4 14'-0"14 12 10 8 -- 7 - - B- 5 3 - 7 7 5 3.5 _5 -5 4 - - _�- ----- ----- --- - -_.�... -- --._ 14 12 10 9 - - 8.5 BS 4 7 7 5 4 5 5 5 4 14 12 10 - - - - 9 +74, 3.5 3 - - - 7 5,5 3.5 - - - - - 5 5 3.514 12 10 - - - - - 10 4 3 ___ 7 7 7 7 7 3_5 5 5 65 5 4. J 14 12 10 - - - - - 6 - - - - - 7 7 4.5 J _ 5 5 4514 12 iD - 8 ----- 7 7 $`- -- 5 5 5 4 -- -- 14 12 -10. - _ - 8S 6.5 4 3S - _ 7 5.5 3.5 - 5 5 3.5 - 14 12 10 - _ - - =_9.5 7 4.5_3-5 3 - - - j 7 7.7 6 3 - - 5 5 5_ 5 5 0.5 16'-0"t4 12 10 - - - - - 6 4.5 3 - - - - 7 8.5 rr 4 - - - - - 5 5 4 15 - 1a`i2 5.5 .75 - - - - - 77fas - - -_ =6 5 4.5 -- -- _-== FLORIDA BUILDING CODE Non Nigh Velocity Hurricane Zone oil 02020 TILTECO,INC.°°°°°��•t'•1.•f.�•r•< ©2020 EAST ERNBER METAL SUPPLY,INC. pMETAL °SAP' \CEN F' ;p' Accordion Shutter System No.44167 - American shutter Systems H.V. BADE#1 W/OR W/O FLV WINDOW RADE 7br TILLIT TESTING & ENGINEERING COMPANY ® !Eve N DESCRIPTION DATE DRAWN BY. M.P a' STATE F j 6355 N.W.36th.St.,Ste.305.MRGINIA GARDENS,FLORIDA 3316 Association, Inc. 1 OLD 17-107 DATE: 7/2/2020 Z Phone;(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 0<N" F[ORI P \\` ems e-mail:tiltecocool.corn West Palm Beach, FL 33407 3 DRAWING No CA-GCS'••...... ••'F?\\`i WALTER A oTILUr J.P.E. a 20-964 1 � SEAL/SIGNATURE/DATE FLORI°A U.g 44167 5 SHEET 14 OF 20 MAXIMUM A.S.D. DESIGN_PRESSURE RATING (p.s.fa AND CO RESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE FOR A GNEN MAX. SHUTTER SPAN. NEGATNE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE. (SEE MOUNTINGS ON SHEETS 16& 17). SOUTHERN PINE No. 2 W MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH SOUTHER PINE No. SPRUCE PINE SPRUCE PINE DOUGLAS FIR W MN. G=0.50 W/ MIN. G=0.43 W MIN. G=0,36 1/PLYWOOD DX 0 1WlG�NnR W/5, FIR NORTH FIR SOUTH / / MIN.G=0.50 W/ MIN. G=0.43 W MIN. G=0.36 MAXIMUM SPAN(N) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T FLOOR MOUNTINGS M, N, O R FLOOR MOUNTINGS M FLOOR MOUNTINGS WALL MOUNTINGS B.O.WALL MOUNTINGS B.O. WALL MOUNTINGS B.O.WALL MOUNTINGS M, N. O & R W & X & W & X , N. O & R W & X P & Q S&v S&v S&V a i�EE4dd1 rswcE P�1f 6aur,(� R471 ttammLa Rasvea 606G(� .B9cm M1WT£Rt�1LS EUeC(p) s0.ravel BrnM IR6111T!E"�Even(y�uo omal IaWt,E IlasvaE nueD(P;n sn Low 1EwnD FB19LE ReNc Ey1) n.Da_n rErm,E Hmsea R69c t�) D.[PSGI Ia1a7hE REmaE RED(� s0�IdaVRC eamTE Enux(Adj ASD�11WNE Ratm°E MRD 30 I40 60 75 90 OS 30 40 60 75 90 05 30 40 60 75 90 OS 30 40 60 75 190 05 30 40 60 75 90 105 30 40 60 75 90 1105 30 140 I BO 75 9D f05 30 40 60 75 90 05 30140 60 75 90 05 30 40 60 75 90 OS 3'-0'OR LESS 12 tO 1019 8 8 6 6 6 5 6 6 12 10 10 9 8 8 6 6 6 6 6_ 6 12 10_ 10 9 B 8 _6 6 6 6 6 6 _6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12.12 12 4'-0" 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 B 6 •6 6 6 6 6 12 10 10 9 8 B 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 17, 12 12 12 12 12 Ti-12 12 12 Ti-12 12 10 10 9 e B 6 6 6 6 6 5.5 12 10 10 9 8 8 6 6 6 6 6_ 5 12 10 10 9 B 7 6 6 6 fi 6_ 5 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 0.5 6'-0" 12 10 10 9 8 6.5 6 6 6 6_5.5 4.5 12 7O 10 9 B 5 6 6 8 .5 5 4.5 12 10 10 9- 6 3.5 8 6 6 6 5 4.5 6 5 4 4 3.5 12 12 12 12 12 12 12 12 12 12 12 12 1272 12 12 10 8.5 7'-0' 12 10 70 9 6.5 4 6 6 6 .5 4.5 4 12 10 10 9 5 3 6 6 6 5 4 3.5 12 10 10 7 3.5 - 6 6 6 5 4 3.5 6 5 4 4_- - 12.12 12 12 12 12 72 12 12 12 12 111..12 12 12 10.5 8.5 7.5 12 10 10 7.5 4.5 3 6 6 LL6 5 4 3.5 12 10 t0 fi 3.5 - 6 6 5 1.5 3.5 3 12 10 10 4 6 6 5 :,5 3.5 3 6 5 4 - - 12 12 12 12 12 12 12 12 12 12 11 9.5 12 12�1.5 9 7.5 6.5 __ .r... .��.._...- _ ___-_ _ 9'-0. 12 10 10 5 3.5 - 6 6_5.5 .5 3.5 3 12 10 9 4 - B B 4.5.4 3 3 12 10 4 3 _ _8 6 _4.5_4 3 _3 6 5 3.5- -_12.12 12 12 12 10. 12 12 12 71. 9.5 8.5 12 12 70 8 8.5 5.5 Io'-0' 12 10 7.5 4_V 6 fi 5 4 3 - 12 10 6 .3 - 6 6 4 .5 3 - 12 10 3 - - 6 6 4 .5 3 6 5 - 12 12 12 12. 1.59.5 12 12 12 10.58.57.5 12 12 9 7 6 5 11'-D'. 12 1O 5.5 - - 6 6 4.5- - - 12 10 4.5- -__ 6 5.5 3.5- _ - 12 10 - 8 5.5 4 - 8. 5 _ - 12 12_12 12 70 _8.5_i2 12 12 9.5 8 7 12 12 8 6.5_5S 4.5 - 12'-0'-12 10 4.5 --�-- 6 6 4 - 12 10 3.5- _ 6 5 3.5- - - 1 10 _ 13'-0'-12 10 --_- 6 6 - - 12 10 - - 6 4.5 - - 12 7.5 - - 6 4.5 - 6 4.5 - - 12 12 12 10.5 8.5 T. 12 12 10 8 6.5 5.5 12 0. 7 5.5 4.5 4 14'-0• 12 10 - - 6 5.5 - - - - 12 7 - - - 5.5 4.5 - - 12 7 - '.5 4.5 - - - 6 3 _ - 12 12 12 9.5 8 6 72 _12 8.5 7.5 6_4.5 12 9.5 6.5 5 4 3 15'-D' 12 - --- - 6 - - - - 12 - - -� 5 -- - -_12 - - -- - 5 ---- 6 - _ - 12 12 11 9 7.5 5 12 12__8.5 7 6 4 12 9 6 5 4 - 16'-0' 12 - - -�-- 6 - - - 12 - --- - 5 - -� 11.5 _ - - 5 - - - _ - 6 - 12 12 10._8.5 6.5 4 i2 12 8 5,5 5 3 11.58.5 5,5 4.5 3.5 - 10 HV BLADE OR n HV BLADE W,/ 41A HV WINDOW BLADE WORKING IN UNISON ♦SEE UMfjATONS OF USE FOR BLADE A ON SHEET 19 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL.FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No,2 W/G-0.55(N.D.S) -1/4"0 TAPCON ANCHORS.AS MANUFACTURED BY I.T.W.BUILDEX W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/G-0.50(N.D.S.) EACH SECTION ON SHEETS 16&17. -SPRUCE PINE FIR NORTH Y!/G-0.43(N.DS.) EXCUMON:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G=0.36(N.D.S.) 2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF -MIN.1/2'CDX PLYWOOD(1986 APA) LAG SCREWS AS PER NDS 201E SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone Tf i1°0j0j°mo 02020 TILTEC0•INC. ©2020 EASTERN METAL SUpPPPLY, INC. BER TM _3?. V EN IL� o��. Accordion Shutter System H.v. BLADE#1 W/OR W/O H.v.WlNWW BLADE ND•44 87 _ American Shutter Systems EV.Nc DESCRIPTION DATE DRAWN BY: UPTILLIT TESTING & ENGINEERING COMPANY Z : * 53M N.W.36th.SL,Ste.303.VIRGINIA GARDENS,FLORIDA 3316 Association, Inc. 1 OLD 17-107 7/2/202 DATE: 7/2/2020 ? o. STATE r � Phone;(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 DRAWING No e-mail:ttltecoCoaL- West Palm Beach, FL 33407 3 �O FLOP :'\ CA-D006719 y eil2 �`S.. ••( � tvALFLORIDA L e T J,P.E. s �0-1 6� °jh° 10N 1$►r�EAL/SIGNATURE/DATE e S 15 of 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (L HV & 64 HV* BLADES AS APPLICABLE MAX.' SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE�1) ONLY SHALL -WALL FINISH BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING SEE SHEET 19 FOR MAX SPAN & 1/4"0 TAPCON OR A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1 & A WORKING IN UNISON TAPCON WITH ADVANCED THREADFORM TECHNOLOGY I i�`—�J�� 1/4"0 TAPCON OR W/ 1 1/2°Min.PENETRATION �/` TAPCON WITH ADVANCED THREADFORM TECHNOLOGY I _�__...__.._ t OF THREADED AREA TO %` - I-W/ 1 1/2"Min.PENETRATION OF THREADED AREA TO EXISTING A 'T `t� i EXISTING WOOD HEADER. + CI MR SEPARATION -.♦ I" (SEE SCHEDULE ON SHEEP 15) �— I WOOD HEADER. (SEE SCHEDULE ON SHEET 15) ( TO GL>,45(SEE I I III -'�OR g I,! 1/4"0-20x3/4"S.S.MACHINE SCHEDULE ON SHEET I I I /t141i;.it�X1S� -I OR I ` /� `1 r f 7� �R 18 w SCREWS W/ 1/4"-20 NUTS 11 FOR BLADE(DAND-"-' I � ®" J` f 7 �' ® 12"O.C. I ON SHEET 19 FOR 1tl s1t17.Yttl A��= 1°Min. -� EXISTING BLADES 0&Q� K -- !I -�EO- ! H Ir /� WALL-• I, `Y_ �1L J� �J3 OR 1� ' ALL Tq �` , N r [ i I r f I,N I�PTIONAL -WALL ``,•l`EXISTING MIN. FINISHL2"x4"WOOD -� ♦ ._.. II - "J EXISDNG MIN. I I 6t ./ N ..12 OREADER REQUIRED �J OR I v-2ISTI G MIN I `'� I.i ;: .HEADER REQUIRED I I 1f"0 TAPCON OR TAPCON WITH ADVANCED EXISNNGMIN.SEPARATION I I 1I I I —T �t .+I'; '.THREADFORM TECHNOLOGY W/1 1/2" GL SS-'{I TO tlJSS(S„EE I I IIII1,,44 {:.: Min.PENETRATION OF THREADED AREA TO SCTIEOR E ON Sd)ANDHEtT___ IAt EXISTING I'^(SEE SCHEDULE ONON GLASS SHEET 11 I I I l!1l 1, i{: SEEN CHE ULE ONG WOOD NASHEET 151ONSHEET 19 FOR IGLASS---II ) I' '11 ( ) BLADES m&® — a— ___ _ [ Lv- ;_;� _2"x4'CONT.SILL t"` PLATE REO'D. ®HV WALL HEADER INSTALLATION O HV WALL HEADER INSTALLATION o OO HV 4WALL SILL INSTALILh i __. EXISTING - — I r r -.y---MIN.SEPARATION TO GLASS •.- g-^---- --1, •--- - IN.SEPARATION TO CLASS I I ) GLASS I I-- EXISTING �I�-(SEE SCHEDULE ON SHEET 11)--"-I —("� (SEE SCHEDULE ON SHEET 11)-" 2"x4"coNT. MIN.SEPARATION TO GLASS 1 1 1 .O GLAGy" I x ��5� I I o (SEE SCHEDULE ON SHEET 11) I I I f I WOOD PLATE e I I 9 1/4"0-20x3/4"S.S. I d REO'D.-I p. I II x II�'�I� 1/4°0-20x3/4"S.S.5.5. I.. \ C MACHINE SCREWS MACHINE SCREWS W/ III 1 USING 1/4°-20 NUTS :1/4"-20 NUTS® 12" i ,I I--� Q a 12"D.C. FINISH I I j \, I :q O.C. _ I II I—I , I `.... !1 )OR B j, /1�' �' ! -{ OR® 73OR15 2"x4"CONT--'1) �I I y�`;• '•✓ WOOD PLATE ` 1 t l �'' ^.. I E.- REO'D. i/ EQ- o LRL£SSU•11Ct EQ-I-EQ I ty -I'Min. I ` N - 1"Mi.. 1/4.0 TAPCON OR TAPCON WITH ADVANCED I 1 •I THREADFORM TECHNOLOGY W/ 1 1/2" I f Min.PENETRATION OF THREADED AREA TO 11,f I 1/4"0 TAPCON OR TAPCON WITH ADVANCED _ ,'s__. THREADFORM TECHNOLOGY W/ 1/2" L_ '(aL,1��_.IIIJ, . L° 1/4"0 TAPCON OR NOTE; 'SILL PLATE <^',( EXISTING WOOD HEADER. i REQ'D. Min.PENETRATION OF THREADED AREA INTO PLYWOOD TAPCON WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL 'I '=•�� (SEE SCHEDULE ON SHEEP 15) (SEE SCHEDULE ON SHEET 15) EXISTING MIN.2°x4" V2 MIN.CD�, THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. h!.S.L.'I, -"`il �'-WALL FINISH 11-1/2"MIN.COX PLYWOOD REO'D. STUDS® 16"O.C.MAX._` PLYWOOD RWAIl FINIS W/1/2"Min.PENETRATION OF 2-MOUNnNC SECTIONS CAN BE REQ'O.PLYWOOD TO BE THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO �-EXISNNG MIN.2"x4"STUDS® 16"O.C.MAX. REO'D. ATTACHED TO STUDS IN (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. BY WALL SILL INSTALLATION PLYWOOD TO BE ATTACHED TO SUDS IN ACCORDANCE ACCORDANCE WITH WITH SECTION 2308 OF THE F.B.C. SECTION 2308 OF THE &HY WALL SILL INSTALLATION 6 SEE UM ADONS OF USE OF F.B.C. BLADE to ON SHEET 19©HV WALL SILL INSTALLATION Q FLORIDABUILD] O H Velocity Hurricane •� 02020 TILTECO,INC. FI BUILDING CODE(O 202�iEAASTE N SUPPLY. . Zone: BERTHA HVTM e c Accordion Shutter System No.441 7 -.—= ® ® a H.V. BLA D E E1 W/OR W/0 H.V.W1N00A/BLAB _-L TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Z�T ^�� y Inc. V.!f oES17-10 DATE DRAWN BY: 2 =-o'• STATE 01 LC/ 6335 N.W.36lh.St..Sle.305,NRGINIA GARDENS,FLORIDA 3376f A9S0('.latlonp Ci 1 OLD 17-107 /2/2020 DATE: 7/2/2020 Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 1 2 0 ' FLORID `� e-mail:tllte 0-1.— DRAWING No West Palm Beach, FL 33407 s EAL/SIGNATURE�DATE WFLOORDA U Lg 44167 a SHEET20-1 6� e16 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n FiV & && HV+_ BLADES AS APPLICABLE MAX. SHUTTER SPAN L"F OR L— FOR INSTALLATIONS INTO WOOD WITH HV.BDCDE In ONLY WALL SAL BE LIMITED TO 105.0 sf. A.S D. DESIGN PRESSURE RATING. SEE SHEET 19 FOR MAX 1/4-0 ,T SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & A7 WORKING IN UNISON TAPCON WITH ON OR r. ITH +I/ ✓/ I ADVANCED 4°x8'(Min.)EXISTING -I�'- EO�--EQ- 2"MIN, THREADFORM TECHNOLOGY WOOD BEAM REQUIRED. / / / ,-EDGE(IF APPLICABLE) / W/1 1/2'Min.PENETRATION STRUCTURAL ADEQUACY ��/ I+1� OF THREADED AREA TO 1/4"D-20x3/4"S.S. OF EXISTING WOOD BEAM r`•/�` / -`—'—"" —`^� EXISTING W000 HEADER. _1' PHILLIPS TRUSS HEAD TO BE CERTIFIED BY Min. MACHINE SCREWS REGISTERED ENGINEER OR/ _ ._.__P ____T_ -EXISTING W000 (SEE SCHEDULE ON SHEET 15) W/ 1/4'-20 NUTS ARCHITECT PRIOR TO /ED'-'-,(--EO--f ,_— -.Y-'- _ -`--- �� EO--E��- -®12"O.C. SHUTTER INSTALLATION. 7 1/2' 1/2�._. _—,- RAFT R®SES 024- Jf/ O.C.REQUIRED 1/4"D TAPCON OR � -}-- 1 OR 1 _ F — -L__-- V}�S1 �- � TAPCON WITH ADVANCED ---- ' .257" THREADFORM TECHNOLOGY �f✓ r I �,r",: ,/ EXISTING SOFFIT r 3 4'MDx.THK. I t I F Max. W/1 1/2"Min.PENETRATION / J/ 1 1 11 z Ih\ ( { OF THREADED AREA TO i E0 EQ / A14x3/4" EQ- EQ _ _ `OPTIONAL -' EXISTING WOOD HEADER.• S.M.S. -I _ T `(6 63-T6°ALLOY) M.TUBE I (SEE SCHEDULE ON SHEET 15) L9 6'O.C. O uv } =11 r Or (3)5/16"D LAG SCREWS TO -•—il Or Q Or 1B I EACH RAFTER OR TRUSS. LOCATE LAG SCREWS AT _ I _ EXISTING MIN 2"x4,,' _ I _ - ) _ MIDWIDTH OF EXISTING WOOD _.- _ EX __ -_HEADER RED _ _ ___ __ _ _ ____ __ _ _ ___� _ _ __ _ I - - _ _ _- __ __ I_ _ _ _ e.. --_ - MEMBER. 2'Min:-NOMINAL - 1 -I- ---} -- OPEN HOLE AT EACH -� I GLASS III_— MIN.SEPARATION TO GLASS I I - WIDTH)W/2'Min. —(SEE SCHEDULE ON SHEET IT)--- EXISTING STUD 70 ACCEPT —I• PENETRATION OF THREADED I GLASS— I I I 5/16"0 LAG SCREW I I AREA,VALID FOR _ - _ I_.I I I I 1 AT CENTER OF TUBE. I I I I INSTALLATIONS WITH 7 gf L1��, I AUF1 SEPARATION I I I 11. MAX.A.S.D.DESIGN LOAD AND ®J7V WALL HEADER INSTALLATION I 10 (SEE I I ! EXISTING I 'SEPARATION -0"MAX.SPAN.THIS -I � SREET ry GLASS j aAA(� I INSTALLATION IS ONLY VALID II FOR BLADE(DANO I `' ON 9�T FOR W000 W/ I ON g1EET 19 FOR Q DR ® 11 FII2 TEPEE mAM1MIN. SPECIFIC fAADFSO&QA I I -- oN SHEET 19 FGR GRAVITY OF 0.50 AS DOUGL7S 1-SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY �_..V --fir- - I BAOFS m&® I I 6 FIR OR SOUTHERN PINE No.2, 1..'-�OR IN ANY W YGTSECTIONS SUIT NY INSTALLATION.oN° THY CEILING INSTALLATION — ; --1'r—•-' OR EQUAL SFPARAIENHV CEILING INSTALLATION MIN.SEPARATION TO GLASS I I I SC�0ULE OON(S T I �. J f1;yII I MIN. (SEE SCHEDULE ON SHEET I I I I I Y EXISTING 1 1B 1 -y 0 RATION GLASS EXISTING I 1 GLASS BVDE50& D I a (SEE SCHEDULE GLASS O I I II i ON SHEET 11) ( ALTERNATE. I LFj I I 1 _.� ANCHOR I LIT I ® LI I I I WALL- - I LOCATION �` EXISTING FINISH O 3/8"MW. -_ #10x3/4"HEX GLASS 2"x6"MIN.WOOD 1/4' . y - -'' Mo.. 6 7 1---- she•MR1• -WASHER HEAD TEK DECK REQUIRED —`(1�3 OR 2'x6"MIN.WOOD--41 `\�•,,� SCREWS® 12"o.c (NO FINISH �:•:);.,lY.`(`,4` LO o�T7 i"if,• I( DECK REQUIRED (NO AL WED)_ -- t III. I4I FINISH ALLOWED) -EDGE 1{1'11t31t1S� '''-I 19 EDGE OF DECK_ -j72' t 1"� -._=� OF EDGE OF DECK 1, r IF APPLICABLE EU.;, -r E•,Q=- - DECK IF _ __ _ T APPLICABLE F APPLICABLE 1" 1/4°D-20x3/4"S.S. -- _` �_ _ - _ r 1/4"0 TAPCON OR PM�HILUPS TRUSS HEAD I I .tt 11 Mtn Y-.=2=MMIf / _ -- -•_._, .+ TAPCON WITH ADVANCED y CHINE SCREWS - -' 2°x4'CNT. 1� 7HREADFORM TECHNOLOGY 1/4'D TAPCON OR TAPCON WITH ADVANCED IJ 'r SILL PLATE W/ 1/4"-20 NUTS 1 4"D TAPCON OR TAPCON WITH ADVANCED 7HREADFORM /"p� THREADFORM TECHNOLOGY W/1 1/2°Min. + •.--2'MIN.---- a W/1 1/2"Min.PENETRATION / �" ' N _ TH EADFON OF THREADED 1REQ 0. ® 12"O.C. -2°MIN. _� 1 11 OF THREADED AREA TO TECHNOLOGY W/1 1/2"Min. PENETRATION OF THREADED EXISTING WOOD HEADER. AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) AREA TO SCHEDULE EXISTING WOOD HEADER.(SEE SHEET 15) (SEE SCHEDULE ON SHEET 15) O SEE LIMITATIONS OF USE FOR OX HV WALK—OVER INSTALLATION �V HV WALL SILL INSTALLATION BLADE®ON SHEET 19 I ®HV FLOOR {S q 02020 TILTECO,INC. FLORIDA BUILDING CODE(©0 02 HI�EVeMETAL sup Ly.INC. Zone, EN /T � �E�ii'T�I F��/ a Accordion Shutter System 7 r No.441 �'' American shutters ale H.V. BLADE#1 W/OR W/o RV.WINDOW BLADE TILLIT TESTING & ENGINEERING COMPANY y EV.N DESCRIPTION DATE DRAWN BY: M.P war+ 6355 N.W.35th.SL,Ste.305.VIRGINIA GARDENS,FLORIDA 3316 Association, Inc. 1 OLD 17-107 /2/202 DATE: 7 2 2020 o'• STATE 0 Phone:(305)571-1530.Fax:(305)871-1531 4266 WestrO0d5 Drive 2 // p'', F(OR1p 'tj�� / e-mail:Ulteco®ool,com West Palm Beach, FL 33407 3 DRAWING No I'll, S '•I. \`J? WAITER A TILER Jr.P.E. Y/F ONA1- �yL*` SEAL/SIGNATURE/DATE FLORIDA Uc,A"157 5 SHEET // u,11 nIL ` 6 7 OF 20 END INSTALLATIONS �Hi-iV BLADE OR WINDOW BLADE INTO 2B9x499 MIN. WOOD STUDS 2'W I.N.WOOD �-�^ r STUDS REDb. 2'x4'MIN.WOOD '4'\ ' \\ \ V •' - ! l / J-STUDS REOb. 2'x4'MIN. �.�"'�j'�'-j'-T"�/Y 2•x<'EfIN• WOOD ST DS. f/4'0 TAPGON / ./ /` - ._AS(AS APPNGAfiIE) SN05. (AS APPLICABLE) ✓ ` /J\ / ANCNERNTON IMD I / f I - \` /1,, i ! ''1\\ % t ( \ / w�i t/z•um' \ WALL 1\� i w''STUDS OR W j5 IF NTD / IXING CUSS MISTING ; \ - .')IlI1/\!/ /-T\I �FT1Ni'NI6JLN(S RNO GLASS STUDS MST. NO _L EO IEN.56 P—' 1 -1/2'MIN.COX TD 49A55(SEE MN�na+ _ TO CUSS m IXA55(gE .�` •A ^s' PLYtI000. •'y;':'••i:�%•'ld SCNTXSE CN 9 EF ., m f31S5(`3E f�NWOD.�Xf': -'l:Ste' ARE ON(SIEFT 11 F0.R W/E1E mNJO .N'n.: .. -. AT¢fAIIE GN E M Ut 9ffET i9 Fdi ,1 F>rR HOOE®NA t(2• 1. 11 E0R Be— (6003-Tfi)COM. F1N,SN /2'EON.CO% BLADES W 9NEE7 19 FAR CW SHEET 19 FOR CLOSER PLrimOD.l WALL Y. I f91D6 Q h 9ADFS mG QP� � ATETT(LOCATE 1MIN ' —� FlN@I 1 1/2'MIN. AT ETIIIER 910E MIN �__.. OF®) /' .92 1'OR 2'NAY ' /—"-._...'- ^._._� IFS.VPU��11/E10._2. _�_". ./ _ 016 QG Y1Dx1 QIP N(G1E J 1 "To O.C. I _ _ l�aW-Ta AUIn'I AT umnOWR - i _ _ (:)tH'e TAIwNs ulwoa TO I s/ 0 SEE DETNL%F0.'?, ,:Y oR®e DfxER xoc ar(J7 e �1 OR® SIDE CONNECTION JJJ,, SEE DETA,L X F , ,:.1)OR®0 TO iRACK9 I ^-l�� SEE UE CONNECTION ..! (' ®-®-©•Q«�'�,®« SLOE CONNECTION ®«Q'V_V-OO'®1° TO TRACKS QD•®«©•�.®•®+ O O O«O• To TRACKS I «®«t4)•O-s0«®•®« `��®"©•®«�•©- s ] o O®«®•®-®® 1 D CONNECTION DETAIL Q9 END CQN ECTIQN DETAIL END CONNECTION DETAIL Q END CONN CTION DETAIL IXISDNC • REDN1Rm ONLY FOR SPAN9 GRFAIER WAN 12'-O' /--ta4 2Y4'MIN, WOOD 1//V TAPCON MINORS _- —/-- _ --� SIDD9 REO'D rl9 1 1/2'MIN. 1/4'0 TAPCON MCI-I 9-• Yi0x1/2'SN.S.- w/1 1/2'MIN.1 Ol6 O.G MN 5]0.RM1RCN IXISDNG CLASS PENETATON 0 12"O.C. PENETRATION 0 IY D.C. `'v m GLASS(� /} SEE LIMITATIONS OF USE FOR L�_. -_ . `..1/2'MIN. .0IOX C a1 SNET (Q)--' {4lr BLADE IS ON SHEET 19 E9N SEPARATION :.�' • '�. • .' / / J /' It I ILFI DE1. mAN1 ' 574DlAE ON(SEET 1 N F]+.,4 BADIEie. ----_I- ' IT 61 gILFT 16 FOR 1(2'MIn-,r,l ,-I , l - 1 D/ / -_ {' _©OR®OR(DOR mADEsoe�z• _i\aT�tT \\ �ur)JJuGF r}��� ulo. 01 1 R ItA;? 11¢,(}, � ( � MM:l f / V OR�r-J __.—_.I i42' i � tea, ,{�, �OR®OR�OR� VIEW Y 1 vY«®«©•O«O�•®« ALL FINISH 2.4•MIN.WOOD.• VIA.I. «�'®" ELM Ai STUDS REO'D. -' 11I" (J•Q.�+®•®'«©•®« ELM END CONNECTION DETAIL ® END CONNECTION DETAIL 12 FLORIDA BUILDING CODE(ikon High 'Velocity Hurricane Zone ``�\ •• •, :I/ ij<i 02020 T7LTEC0,INC. 02020 EASTERN METAL SUPPLY,INC. No,4416 �, C 1��, ® Accordion Shutter System * H.V. MAM#1 W/DR w/0 FLV WINDOW BLADE SII Arnerlcan Shutter Systems EV.N, DESCRIPTION OATS DRAWN BY: UP "a'• STATE OF TIL>-IT TESTING & ENGINEERING CGMPANY p�soclation, Inc. I oL0 i7-107 7/z/zo2 LUTE: 7/2/2020 Z •• •�ah '��� 0355 N.W.36N.SL,St,.305.VIRGINIA GARDENS,FLORIDA 3316 e��•,je40R1DP•,�' ems' Phom (305)871-1530.Fax:(305)67t=1531 4268 Westroads Nf9Mive z DRAWING No �x:e — wuTEa a nDwrl�r aP E.om West Palm Beach, FL 33407 4 20—'64 ///Y/Ilppp11H1 \\ FLORIDA Lic.#44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 8 OF 20 � pe,��0a GENERA n1 IMRp71DNS AND CONDONs OF USE FOR HEMA 13�1_7 f I L MAX.A.S.D.DESIGN PRESSURE RATING:+110,-110 ps.f. I _ I _ 2.MAX.9HUfTER BPAN:e6" 3.AIIDWED MOUNTINGS:A D.C&H ON SHEETS 6,71 AS WELL.AS MCUNRNGS M,0.T.U&W ON SHEETS 16&17. z )( ONLY CENTERMATES n�2(BOTH W/2�4 OR(2�1 ARE ALLOWED WRH 21 + �ARRAyCED IN A AL OR OPPOSINO lA 0llT.IN CASE OF OPPO LNG Qun®� N I r 4 GR 5 LLL�����YYYYYY MMppAA''(h(h�)OIIT, MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF 16 mlZ�t--•��._.- 1 �! j EN ME - • • • /,T�) /�n� 5.(A)HV WINDOW BLADE 1�SHALL.ONLY ALLOW A MAXIMUM OF 5 OPENINGS - to 1 (3.0t 3'0 HOLES)FOR®PER BLADE AT SPACINGS SHOWN ON SHEET 4. li �L, lS / (B)MIN.CLEARANCE FROM TOP OR BOTTOM EDGE OF W WINDOW BLADE 1� MAX.5 IWNDOW5 _ • • o ('1, l \ ' OF ANY 3'0 HOLE FOR TSHALL BE 72'. ALLOWED AT FP/ y • tJ WINDOW BLADE® f (C)FIRST OR LOST BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV \ WINDOW BLADE 1 • • s o_- '.'.1f' I '1l l.t' (D)HV WINDOW BLADE 1�MUST BE USED ALTERNATE TO A SOLID HV BLADE 1Q II5 THROUGHOUT SHUTTERS WIDTH. L c , • CFrAINA7ES SHALL ALWAYS BE INSTALLED ADJACINT 70 A S011D HV I BLAOEVI AT ERHER SIDE OF THEM. I� fi i5 (F)POLYCARBONATE HV WINDOW®SHALL BE INSTALLED SO T§TABS FACE SEE END 3 9 j� �f� �f� J THE INTERIOR OF THE OPENING BEING PROTECTED,HV WINDOW t�MUST BE cONNECTLON _ 1 a • e 2 (,") l--I (,-1 (, I ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVIDED BY ASSA, DETAILS ON SHEETS ° f ,f8 1 111111 V 1! INC. 10&18 TYP.-...1' - 8 FULL HEIGHT. �'a 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS 1NT0 WOOD FRAME z 1� F �� r4�1yy„ BUI&2N B SHEET 15,AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES TYP 61 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED iv CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12&13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). �- 8.MINIMUM SEPARATION TO GLASS SCHEDULE,PER ASTM E^1996: I (SEE PLAN FOR REOUIREM-TS) ( r^ ® � D H T'P TOP&BOTTOM W L-C,Q'!oR aR 6 7 WIND ZONE - MINIMUM SEPARATON TO GLASS --.-._-..r-....-.__.-_..._.�..__._UNUMRED WIDTH--_—_ __-_ .___. 1 THRU 3 1' r MIN.SEPARATION TO GLASS EXISTING GLASS !-LEVATION --------- (�r1I1I ON am 11 FOR B-AOE� 4 _,r -` AND ON THIS SHEET FOR MADFSQ&�A ------------------ ---------r ------ :-- ---------------- IjAI �/ (22DI \\ TYP. W/ RICAI.CEMERMATES 21 2® W/2 OR®5 AND _._... W/O (SEE NOTE 4 ABOVE) PLAN �� 4 /I TYPICAL (1) HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE Ul SHUTTER'S -- N.T.S. FLORIDA BUILDING CODE(Non High 1/T9locity Hurricane Zone `eOifT I!1 '/ffff 02020 TILTECO,INC. 492020 EASTERN METAL SUPPLY,INC. q�p� � E '4i ® HV TM Y,\CEN Accordion Shutter System No,441 7 = 1 E C 0 9�0 c. ® . H.V. MADE#1 W/OR W/O H.v VONDOW si.ADE American Shutter Systems F.Y.U. DESCRIPTION DATE DRAWN BY: MP 7f 35MT TESTING & ENGINEERING COMPANY .. � Association, Inc: , OLD 17-107 Uz/202 DATE: 7/2/2020 STATE 0 - 8335 N.W.36t(.St.,71 3U5,NRGINIA G(305),1-15FLORIDA 3316/ 4268 Westroads Drive z Phone (305)871—:Sift,Fox:(305J871-1531 DRAWING No '©.c •,FjpRID ��.� a—mail:t0006®aol.com West Palm Beach, FL 33407 3 2 0_ 64 �''''rVrys/ANAL �.�```r WALO�RDA A.TILU 44167 6 SHEET fffhun111p P,):. SEAL/SIGNATURE/DATE 6 99 OF 20 HV BLADE & HV CENTERMATES 6"x 1 1/2"x D.0355 THICK Mi ASTM A-653 G E 40 Min- INSTALLATIONS W/ (1 -12.000"Maxj- Mi'�:G-60 GALV. - METAL STUDS AT 16"D.C. INTO METAL STUD WALLS c' w o---------- 0 6 OCo ----- 112" .47 1 f4"@ NOMINAL ONS AND COMMONS OF USE 12 GENERAL LIMITATI UMINUM SLEEVE Li 6063-T5 ALLOY THICK I.. a FOR BERTHA )HV BLADE ACCORDION SHUTTER 4 35 CCW"GXAL6V.. L CHANNEL. s-O.C. O.C. SYSTEM INSTALLATION TO METAL STUD WALLS ASTM A-65 GRADE 40 n.G-0 DS SEPARATION !Q—GL—ASS SCHEDULE .1 3 000" GALVANIZED FASTENED TO _1 W/(2)#6 2 0 1 STING FINISH 3 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) M,.X. INTERIOR& 0 E /A'�';'APPUCA13LE @1 _@ 2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM —1—MIN.-SEPAPJITION— _AsTm_E�1996_ SEPARATION- EXISTING-GLASS­1 1 1 _ _-3.-ALLOWED-MOUNTING' -ON-THIS-SHEET TO GLASS i TO GLASS (SEE SCHEDULE) 4. ONLYqIENTERMATE 21 W1 24 HV LOCK ARE ALLOWED 1 THRU 3 1. (jqo 114"0-2QX3' BOLT WITH U1 ARRANGED(Q A S METRICAL LAYOUT. MUST PENETRATE 43c 1" USE OF (2)n35 (6" LONG, MINIMUM) MUST ALWAYS BE 4" 1 3/4'x 6 1/4'x 0.035'T EXISTING FINISH INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF "1111T-A�ItZ'6 STEEL TRACK H'Cl(.ME'I'. AS APPLICABLE 1373" GRADE 40 MI.CHGM CENTERMATE. GALVANIZED FASTENED TO GS 60 E%W(2)#60/2 TEK SCR IOR&EXTERIOR FACE a 6"D.C. O.C. 1/4"0-20 THREADS 1 2' CENTERMATE _Z& BLADE SLACK DETAIL HVF IS ALSO VALID FOR 43 114"0 ELCO C TRUCTIOM 1 21 APPLICATION WITH BLADE _HD �6"x /2'x 0.035"THICK 1 1 1'.VARIES'.' - @ 61, O.C. Min.ASTM A-653 E 40 Min, GRAD G-60 GALV.STEEL COMPONENTS METAL STUDS AT 16'O.C. "I An. @ WALL HEAD R/SILL INSTALLATION EXISTING FINISH AS APPLICABLE SCALE:3/8"= 1" yn I (TYP.Top&sorrom) -ZE—XIST—ING—GLA—SS 1 3/4"x 6 1/4".0.035"THICK Min IZONT.GALV.STEEL TRACK CHANNEL, 6 ASTM A-653 GRADE 40 Min.G-60 �mi W/(2 RIES CENT IOR&EXTERIOR FACE ALVANIZED FASTENED TO STUDS YCAL #6xl/2"TEK SCREWS ON �4 MIN: SEIPARATION',.�.YA "CENTERMATES W INTER TO GLASS 2 i ERMATES IN (SEE SCHEDULE)` i"-EXTERIOR ACCESS SID INTERIOR A ! i :'. .11:.:'M t ': /7N E': 4 CCESS SIDE ------------ --------- -6" T--------------------------- ---------- - ------------ ------ T--- .. ...... IN I N ----------—- __?0 A --------—------- <jy ---------- -----—-------—---- ------—- ------ --—-------—--- ------ --- -- —yam.,., 112 T LO CATEDAT -- ------- - -- /S - ------ ----- --- KV HEADER I PLENDS 40 &2 (r,"Mir.) VIEW Y _ 3 1/4-.(Typ.)— \-(24) SIDE CONNECTION TO TRACK (Cont.) /2"(Typ.)---. ----7"--- [ ---- 5 1/2"MAX.SLACK **---j ffiVA BYR BLADE SLACK DETAIL HVF VC FLORIDA BUILDING CODE(Won High Velocity Hurricane Zone: _ 02020 TILTECO.INC. @2020 EASTERN METAL SUPPLY, INC. "0" BERTHA HVTM \,%G EN, li'lli-C 0 INC.1011 Accordion Shutter System No.44 6 f H.V. BLADE#1 W/OR W10 H.V.WINDOW SLAM TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems TE_V ?1' DESCflIPTION DATE LA M Association, Inc. —1 OLD 7/2/202[ DATE: 6355 N.W.38th.St..St,305.VIRGINIA GARDENS,FLORMA 331V 17-107 7 2PO20 STATE )F Phan. (305)871-1530.Fax:(305)871-1531 4268 Westroads Drive —2 t I... —3 —DRAWING No "ZORIP' -•', � West Palm Beach, FL 33407 0 N CA-0000719 19/ ­­ \A- R A.TILUT J,P.E. 4 20-164 ONAI"�' FLORIDA Uc.#44167 — RbPN3%EAL/SIGNATURE/DATE 5 SHEET 6 20 OF 0