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HomeMy WebLinkAboutProduct Approval • • . . . 17. 2fO),T.1*15' 701meociie nottollitoo wrogrufmt Kis Home Log In ,User Registration Hot Topics • Submit Surcharge Stets S Facts Publications FOE Staff BC'S Site Map • Links Search; hid-a r: Product Approval USER:Public User Product Approval Menu>Product or Application Search,Applicator,,List>Application Detail Rec Sep FL# FL389-R9 (9 PP/yr, Application Type Revision Code Version 2017 Sts Application Status Approved vo,,•97) ftle Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phorie/Emall 4268 Westroads Drive 13 West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.Com 0 Authorized Signature Bill Feeley Irodriguez@easternrnetal.com Technical Representative 44fito 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 La Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Waiter 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 12/31/2018 Validated BY John Henry Kampmann Jr. ai Validation Checklist-Hardcopy.Received • . . Certificate of Independence FL389 R9 COI.AMERICAN SHUTTER SYSTEM ASSOC.INC. DRAWING 17-107 .CERTIFICATE OF INDEPENDENCE.PDF FL389 R9 COI'AMERICAN SHUTTER SYSTEMS ASSOC..-INC. DRAWING 17;406 CERTIFICATION OF INDEPENDENCE(1).PDF FL389 CO! AMERICAN SHUTTER SYSTEMS DRAWING 17-108 • CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By • Reck.. Sections from the Code SeP 28 Pe cy/Ki eDe.2Q,� Pot Co4nt�ent Product Approval Method Method 1 Option D Date Submitted 09/18/2017 r• ':� • Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 - • Date Approved 12/12/2017 Summary of Products I FL# Model,Number-or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 17- (top and bottom)for storm protection 108 Limits of Use Installation Instructions Approved for.use in HVHZ:No 'FL389-R9 II.AMERICAN SHUTTER SYSTEMS DRAWING Approved for.use outside HVHZ:Yes 17-108•BERTHA HV ACCORDION SHUTTER SYSTEM,PDF' Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by-Independent Third Party:Yes 'Other:Large Missile Level"D".Max span is 12'-3"for 40 psf Evaluation Reports .positive ASD load and 13'-0"for 35 psf negative ASD load FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING the HV3 blade w/o window blade,5'-2"for 110 psf ASD load 17-108 PRODUCT EVALUATION REPORT,PDF for HV3 blade w/o window blade end 8'-11"for 62 psf,9'-11" Created by-Independent Third Party:Yes for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o wlndow'blade for installations into Metal Stud walls is 79"for max.ASD -pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. • 389.2 Bertha HVAccordlon Shutter-Blade Extruded,aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 17-107 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9' II AMERICAN SHUTTER SYSTEM ASSOC.. Approved-for use outside HVHZ:Yes INC. DRAWING 17-107 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes 5YSTEM:PDF ' Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large.missile level"D".Max.Span is 16'-0"for 30 Created:by Independent Third Party:Yes p.5.1 negative ASD load depending on centermates and Evaluation Reports locking rod configuration for the HV1 blade,8'-0"for+64,- FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC.,. 72 p.s.f,A.S.D.load for HV blade for Keystone mountings JNC. DRAWING 17-107 PRODUCT OF EVALUATION 7'-0"p.s,f.for metals stud mountings and 8'-O"for 110 p.s.f, REPORT.PDF for HV1A workingin unison,See sheets 7, 11 and 20 Created by Independent Third Party:Yes respectively of installation drawings for other spans and pressures. \.................____ 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks. COMBO-(Non-HVHZ)-Drwg 17-106 (top and-bottom)for storm protection • Limits of Use Installation Instructions Approved for use in HVHZ:No FL389'R9 II AMERICAN SHUTTER SYSTEMS ASSOC.. INC. Approved for use outside HVHZ:Yes DRAWING 17- 06 BERTHA H A ORDI•N S UTT ; ' Impact Resistant:Yes SYST.PDF Design Pressure:N/A • Verified By:American Test Lab of South Florida Inc. Other:Large missile.Max. 16'-0"span at 30 p.s:f ASD load Created by Independent Third Party:Yes for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Evaluation Reports -12,25 and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC.. .INC. -DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created.by Independent Third Party:Yes 1 back Name Contact Us::701 Blair Stone Road.Tallahassee FL 37399 Phone:850.407.1824 The State of Florida is an AA/EEO employer.Corn/dont 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 950.487.1395."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 emalis provided may be used for official communication With the licensee.Ifowever email addresses are public record.If you do not wish to supply a personal address,. please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here . Product Approval Accepts: c. 1; ra X31 GENERAL NOTES: 1. BERTHA M.V.ACCORDION SHUIILN SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017.(64, 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 7-10 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 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA 1: HVBLADES n&. GSA BY MULTIPLYING THEM BY 0.6:IN ORDER TO COMPARE THESE W/1AAX:(A:S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11.THRU 15, 19 &20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D-,AS TLSILD,WERE NOT OVER STRESSED,A 33 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS ME USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CD=1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER SYSTEM COMPONENTS 21-37 SHEET 3 ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL :-ITV BLADE(�1 #0214.01-03„#0715.01-03,#1004.01-05, #1214.01-05, #0317,02-06,#0609.01-10 AND#0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1865 AREA 2: HV BLADE O AND HV WINDOW BLADE C7(b AND E-1996 STANDARDS(MISSILE LEVEL 5,.WIND ZONES I. 2&3)&#1220.01-10 AS PER TAS 201, 203&203 PROTOCOLS LARGE MISSILE. - ,(WHERE APPLICABLE) -NV WINDOW BLADE©.#0505.01-08 AS PER ASTM E-1886 AND E-1996-(MISSILE LEVEL D.WIND ZONES 1, 2.3) BASIC PROTECTION ONLY AND#0725.01-BB AS PER TAS'202 PROTOCOL. TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 2.HV BLADE 1 AND FN WINDOW BLADEINSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 O e 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#14e2.75"AND#14x1.75'RESPECTIVELY, 410-HT MINIMUM SERIES CENTERMATE DETAILS NV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 Est YIELD STRENGTH AND 180 ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA NV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY.APPROVED CENTERMATE ALTERNATING DETAILS NV SHEET 9 COATING APPUCATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM. EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM WELD STRENGTH FOR 6063-T6 ALLOY IS 30,0 ksi.AND 35.7 ksi FOR END CONNECTION DETAILS 1-6, CONCRETE/BLOCKSHEET 10 6005-T5 ALLOY. - MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 12 S.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ATS1 SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ES MIN:YIELD STRENGTH AND-90 ksi MIN..TENSILE STRENGTH: ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 14 6. BOLTS TO BE ASTM 5-307 GALVANIZED STEEL,OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 KAI MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE : 12,13,14,15 AND 20 INSTALLATION DETAILS M-R, WOOD SHEET 16 HV BLADE &® WORKING IN-UNISON 12, 13& 15 INSTALLATION DETAILS S-X, WOOD SHEET 17 8.THIS,BERTHA H.V.ACCORDION SHUTTERSYSTEMBEARS A U.S. PATENT#6779,582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT#5'458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12&X, WOOD SHEET 18 METAL.SUPPLY;INC. B.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR.TO SEAL/CAULK AREA 3, HV WINDOW BLADE 11W ONLY ALL SHUT[LH COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO-PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME,OWNER, TENANT, OR OTHERS,MUST PROPERLY CLOSE ALL HV AND MD CENTERMATES AND,ENGAGE OR LOCK ALL HV AND HD LOCKS. AREA 4: HV WINDOW BLADE Cid ONLY 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUT TEN 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. LABEUNG TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING COOS 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 APPUED TO. 13.(a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND.DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.O. (b) CONTRACTOR TO BE RESPONSIBLE.FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING UFE SAFETY OF THIS PRODUCT.BASED ON THIS P.E.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c)THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. OBTAIN PERMITS IN THE STATE OF FLORIDA (d)SITE SPECIFIC PROJECTS SHALL-BE PREPARED.BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR.THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.L.O.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE PEI):ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL.AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. ,el)''',k 71,A,"" FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone; 'c 11L1�,\.R `t/� D 02017 DLTECO,INC. IS 2017 EASTERN METAL SUPPLY, INC: 0 0 •?. ��CAENS., 4', lk BERTHA HVTM ILI �' ? : c. /_IILIECOINC \ AIUS.S AccorShtterSystem RV. #T w/0R w/o RV.Ydt�Ow aAnE b� d American Shutter Systems RLv.Na DESCRIPRON DATE DRAWN 9r LC. v ,d; v' TICCIT TESTING & ENGINEERING COMPANY c 3 ,\ 63551 LW.36th.$G.Die DS,%RTSW GART,'JIS,RORCA 33166. Association Inc. '1 OLD 1$-D$$ a7 27/17,DATE: 07/27/17 ce IZ "—1 �Q'' P 'I Phone;(x06)671 1530.Fos:(3051871-1531 4268 Westroods Drive s / N E :�� .�t7R�U: \'�1ia1 a—maT ell,com West Palm Beach, FL. 33407 2 DRAWING No �1(� E8-0006719 17_107 Q -'V_V/O11a� ,6' WALTER A 11WT Jr.P.E. 4 P.E. SF.At,'SStCYNATURE/DATE FLOROA La. #44167 5' SHEET 5 1 OF 20 • 4/ 3'0 TOR 55555 6 of IQ VARIES roY Y 0s�, 1,91: 1:4.1' o. 1D ,p 4J p' 0.d 4' O 01 •MOS. N IY 1ll p. ,_ 4:371I -1.). RY5a .--- 4:J6S' J 4. 1 11 4.057' _,4.999__ 0 iti r; N .375' ry COHV SOLlD. BLADEt. ®HV 90'/}80' STARTER ®HV UNIVERSAL FLOATER ; COVERED UNDER US PATENT # 5458179 " QUALIFIED.FOR USE W/ QUALIFIED FOR USE W/ HV BLADE® ®.HV DIRECT MOUNT HV BLADE.01 'IA HV WINDOW BLADE* 6005-T5-ALLOY AND TEMPER QUALIFIED FOR USE W/ NV 6063-T6 ALLOY AND TEMPER 'SEE LIMITATIONS OF USE OF BLADE ®ON SHEET 19 BLADE(i 6063-1ES ALLOY AND TEMPER 1.500' 6063-T6 ALLOY A TEMPER .373E 1-o I 124" , O i ��� ^l-, :670' .. 2-670' -��, 3.556' 00 670" 2.226' ry `o _994' - m� .o L // Ir .. 1 1111116 4.897'. 1 L /, K �� 0.072• j 10.072" HV ADJ. ADAPTER W/LIP 4.436" -_-- 125" Ill 7,- VO QUALIFIED FOR USE W/ NV 1)HV WALK-OVER TRACK � '920 L� �HV ADJ. FLOOR TRACK BLADE® QUALIFIED FOR USE W/ NV ®HV TRENCH TRACK I ,o5s 6063-TES ALLOY AND TEMPER (��; 3.7 0' QUALIFIED FOR USE W/ HV BLADE T( QUALIFIED FOR USE N!/ NV BLADE QI 6063-T6 ALLOY AND TEMPER BLADE 10 ONLY. 1 HV RAINGUARD 6063-T6 ALLOY AICD TEMPER NI VARIES ^1' 1.936• 6063-T6 ALLOY AND, TEMPER QUALIFIED FOR USE W/NV -I. 1c' 1.915' o BLADE( 1917, M VARIES L1-936• 6063-T6 ALLOY ANO TEMPER p m Di. • - F Mox. ..__1•-083° 083" 1;063' $ 1 � 09J 093" 0 7n 52 ... ITT^ o .100 ''L..•:-..:= I IT, o `'j .125' ____T ��,1; _060" .+,I 670 -'93• n,„.�1' 1_'1 1 i �� ' � 960_1J ".�y `CI-_ ofl !. P I 670. 1.686" 7 0;:'7" , ) ) {. it 3:520" ; 2g 3.529', I 1670 !y. 1 HV HEADER SILL �____. 11 HV CEILING_ HEADER � / 131 HO CEILING HEADER/SILi, 3528 0 LIFIEO FOR USE W/ NV GLAD, ,ONLY, QUALIFIED FOR USE W/ HV BLAI DONLY SEE SECTIONS FOR VALIDITY:- 6063-TES,ALLOY AND TEMPER QUALIFIED FOREUSE W/ NV BLADED HO WALL R-USE W/SI`L 6063-16 ALLOY AND TEMPER SEE SECTIONS FOR VALIDITY. QUALIFIED FOR W/ NV 6063-T6 ALLOY AND TEMPER BLADE OI ONLY. 6063-T6 ALLOY AND TEMPER T COMPONENT A :BTI 12 Y M^LXMNYMNt ' i X' V ( `. 1' 1' 0.062' i7 2' 5•MAX.1. 1/9" 1/8• 2 2' 10:125: _ 3" 3" 10.090 (1::6) 2 r MAX-1 0.192" 0.192" :1 SIDE ANGLES - ..,. QUALIFIED FOR USE W/'NV ALUMINUM ANGLES 19 - - 2.5- r MAx. 0.190" 0.190^ % CORNER POSTS BLADE 0 QUALIFIED FOR,USE W/ NV 1 QUALIFIED FOR USE W/ I1V .6063-16 ALLOY AND TEMPER BLADE W.ONLY, 1. 2" 5-MAX.{!�0.139" 10.131" 6063-T6 ALLOD ANMD TEMPER. 6063-T6 ALLOY AND TEMPER "ofrsuios FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) tl .'0,L•�A. r`, '• 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY, INC. `,,t" -!• �"�CEN�i" BERTHA HVTM A.S■A.S.S.A. Accordion Shutter System - r I ECO IN Y ` T! ' ? N.v. BLADE.it, w/OR w/0:N.V. WINDOW BIADE .,/tetii, {* • TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REv`Ro- DESCRIPTION .DATE oW7WN 87 L.C: - ' TA Association Inc. : `Op. • 6355 rLw 36th 5t.,sto 305.NNGWU GMDENs,FLORID,33161 >' OLD 15-085- 07/27/17 DATE: 177/27/17 I.(as: 7t •Q',,i Phone.(305)871 1530:Fox (305)871-1531 4265 Westroads Drive 2 'ORl01';�.1' �/ , e-m T. 0006719 0m - DRAWING No' moi$' ��'t�, aEe-0006719. west' Palm Beach, FL 33407 3 ....//- 17-1 am} -SJ` E10`,111 WALTER A,TLLUT Jr.PE. S I/-�O7 ' FLORIDA Lic.0 44167 P.E. D�YLA�E DATE SHEET Of 20 - . .. - 4.660* 4,5.76. I - • 1 1/4-20x1/' 1/4,70 OE CAST 74 2.93 FUN SUNS ,- THREADED liCuSTIO NAVEL 1/4,20...... 3. -745-I. 0 i !-- r-- lie.31_41! S.SALS. ' , a.KLD'I)IfflEtI THREADED r DE CAST to! ...It BAKHQUErl GPNUtrEjL .:. i,... j elf I .11 4) (2 VP) 61 4 1... .*?,. lo.ol f.1-. 8 I • ...intim .:o5Ns * :1 tor i n =1 I i `,0 L!all '1,), l'?' 69035 TURN 1 I / 1.325 1 '--s? Erni av- . - „ ,,I I 1..4 Alk. ,...1 I 1 , ••,-•,.., ...• .i _•...e._.., \ ,1 .1 - • :2, . 7.1, I I_T ti- , spin b ' [.875*i =1 i IOW" ---.: 1 - .., ' I I .3ur = 6'. d°.q' I •-. 41/.'.o. , L ,,,,,,i MIR ------- BRASS on 1 . Ii ,..! 2049000BR &KEYS(CHROME NM ASS 0572209 (CHROME PLATED) . ' ) * WAWA b" - . WM ,-, PLATED) NV EGRESS LOCK 21, NV CENTERMATE .,,.., 0 ;I 7.. 'Imiel1111..1 qi NV LOCK CI QuAuFiED FOR USE W/ NV BLADEO3c ql;I:9 ONLY (9 HV FLOATING CENTERMA E 0:r ••••••, .. LIA?g".....1 -- i 6063-T6 ALLOY AND TEMPER OU IED FOR USE W/ HV BLADEQ),&04 ONLY 4/ iiR3.:,.....-.1 8751 QUALIFIED FOR to W/ HV QUALIFIED FOR USE W/ NV 6063-T6 ALLOY.AND TEMPER HV CORNER CENTERMA„E BDELA01 & to ONLY. BLADE 0 Se 0 ONLY. T .... 2 574" Q AUFIED FOR USE W/ HV BLADE()ONLY 6063-T6 ALLOY AND TEMPER .515;„ PLASTIC READ 111 ., e.0113- _1258' _022:1 4.045. , -1-. I ..i0" 1 7 r t'• CI I W III! r... .1 LOCO'I ! ,, "g 04 . ,1 OT /1. ,- r•TIT ..1 e, Is/s4:"0T-14213014 THUMBSCREW EIEFORE RwEnNG 825,1 n. - Y360"AFTER RIVETING p ;, .0 . I. -04... E &I ''', 6 12 ., suit ^-- UM 1/4"0-20 RIVNUT* ., xi . -........),...4 ,a:„1 . -,,A1 \-. .9 t •4',.. IR,1 III 1 ..; .1._ '‘.4 'II P-ii *SERIES 9444 ALUMINUM(2024-T3 ALLOY)LARGE FLANGE NON .oft -.1 . .822-: SHEET NUTSERT.PART 1 0820,AS MANUFACTURED BY AVDP1, CHERRY TTNTORN,PARS,PPENY.NEW JERSEY 070.54 OR MAL PLAN FRONT ELEvAnON 416, NV MALE "T" LOCK CENTERMATE - 4.585:' LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADEOONLY 0 NV. FEMALE "T" LOCK CENTERMATE 0 NV "T" LOCK ig NV ALTERNATIVE LOCK 6063-T6 ALLOY 1‘1,10 TEMPER QUALIFIED FOR USE QUALIFIED FOR USE W/ NV QUALIFIED FOR USE W/ HV BLADE@ONLY QUALIFIED FOR USE VW NV BLADE()ONLY 01/NV BLADE '@ ONLY. BLADE 0 ONLY. 6063-T6 ALLOY AND TEMPE 6063-T6 ALLOY•AND TEMPER ....1.1I71,81'_ 455 II 3.161 • , 116 I \-THUMEDURN ,,,,,C) ' 063- ti ......... L113..._ - 0101 i -I 214. 011 ., ,„, Ci33 .25r I '5' 1 9 .64' 1 re CYLINDER OR KEY CYLINDER 1 oe 1-1 '' _.. -,I', -1 .214- ...,1, 1 '5 --i ' a., j*. - .:31-.___-' , .. 111111111111111111 ifi 1 ii :4f." II ' * •1 I. 'co P.1 1,91 b 0675"Min. Ii iI; 8 0 82 2 . ' .it' ND CENTERMATE W/ NO LOCKING1 125Max. ROD q---g, ND CENTERMATE W/ LOCK NG ROD .. ti 6 a 0 .,; . QUALIFIED FOR USE IN/ NV BLADE 1 & .A„) QUALIFIED FOR USE W/ HV BLADEO& (! )6063-16 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER # ND-CENTERMATE's INSERT VARIES, 12-MINI QUAUFIED FOR USE W/ NV BLADE03&@, - ,,-' --' --__=_--,111:ff-ila 8 1/4 4-20 5.S.OR 3/8 10 i 1 130' 6063-T6 ALLOY AND TEMPER I - gp, _ _J-THUMINURN ACTTAL THUMBSCREWS. IP *1/2'(scr 001223) ai r 1 O. .... CYLINDER e - OR KEY SII , 1--- - ..._. 1.57 Min. CYLINDER I.! lg 1.78.Mon. g LOCKING ROD d -11,..%. i!',D HD LOCK QUALIFIED FOR USE W/ NV BLAOECIIc-L, 6063-T6 ALLOY AND TEMPER f.j) HV 3/8"0-16 ACETAL NV 1/4" 0-20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. COINSTALLATION WILL REQUIRE A 7/16 HOLE THUMBSCREWS SERIES S.S, THUMBSCREWS . QUALIFIED FOR USE W/ 1-1V-BLADET& eI, DRILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR4.A6#141V BLADE 0 QUALIFIED FOR USE W/ HV BLADE(3) ' FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) k rei" --- 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY.INC. \OEN oti 0.................../7 ;„,. BERTHA Hifim .- .4r15-t. ' Accordion Shutter System It7 fiLIEC 0 INC.\ ANISMISIIIA. 11.V111. . NIANCOW ELME ; ....• . ; 1 /z i *!-e-r,4, 1 . American Shutter Systems REV.N* DESCRIPTION DATE' DWINT:IN: L.C. s : :*I 'MUT TESTING & ENGINEERING COMPANY ..4, 1 1,, STA • i• 5305 NW.BM SL.sw.309,ywaym CAROB:S.FLoINTA.3.3NE Association, Inc. 1 01.0 15-085 07/27/17 DATE: 07/27/17 . s - .• 4: Pnene;(305071-1530.fox o(305)571-1531 4268 Westroods Drive 2 ' . Pi OR.0:'• •' ' ''...,•itse:**.. I ...'44, e-m00:UltecoOnoLoon: ER-0006719 West Palm Beach, FL 33407 3 .--DRAWING No 17-107 ',..,94.i............ ,to WALTER A.MUT Jr.P.C. 4 P.E. 566.6),4944ReDATE FLORIDA Lie.#44187 _,,.,L.5 _ SHEET 6 3 OF 20 . . SHUTTER ASSEMBLY SCHEDULE FOR - HV 0), HV 14 3/8-tz.. r--- - .0625" (:), HV BLADE 1 (1)) .-MIN...L •UNICE 1 TO BLADE P el_A n E,:, ..0 1,to,. N. FIVNERADE .062bL. ErrE WINDOW .1875" •--J--'.-_,-.7,=_•-_—_-_c--_. "" -1 -- e HV BLADE to -:ii411 43-\ I Ili ili , '1 -1875" Y .0625 .0625" - --........ , • NV LONG RECESSED NYLON BUSHING KNUCKLE . ' .0625 * -- -' e - ' 1,§i '''''' • 0,,,) 0 NV SHORT RECESSED NYLON BUSHING il . &\II 'il ‘ic84.F, FLAT PORTION CO HV NYLON HAT WASHER 0 OR (a ti I%E i I: : 0:241-41ellr'R1/..."111111111111\75 ,,‘ .,L. ........ .375.. i ... x 0 HV WHEEL CARRIAGE AISI 302-303 SERIES i i , D./4"f„. cr, 1 : --••... .. 0.670x3/16 MICK NYLON WHEEL. ' _)- I , I © r- Ulla .1.' 'i —(..„043±N c5c , , ' IF 0.188"0 AISI 302 SERIES S.S. RIVETS NI 2 yr M1N, NV WIN00:13/7/.ERc;s2;740,6_25:illik\,h4L7 0001, ., CIXAR SEPARATION 1,3,oros * 1 BETWEEN , BLADE ...... ,3.7,500. Cg) HV 1 3/4" ACCORDION PIN W/ #8 HEAD * EXTERIOR I= L =. ri,---7: OPENINGS . .--__.-.-......- 411 — . la NV 2 3/4. ACCORDION PIN W,1 #8 HEAD * rzil: 6— 4"f-13 „...147FT,_i4 sECLEAR7 faRMR fl EVATION • POLYCARBONATE IMPACT RESISTANT FIV WINDOW i '0 'I " , . I • .I"' TYPICAL HV WINDOW BLADE q__. AND i . i -1 c, . - I--3POLYCARBONATE HV WINDOW DETAIL 11)fII ®OR !„,---C:0 or EauiREmENTS)0 ' NT. - l ..5. - (SEE NOTE FOR I i ©OR 0) e *POLYCARBONATE IMPACT RESISTANT NV WINDOW li.R 11 BAYER MAKROLON 3103 POLYCARBONATE I I 12"MIN.CL CC TO BLADE BOTToINNOVATIVE PLASTIC LEXAN 103 RESIN HV C) HV 04 m RESINS, UV-STABILIZED GRADE OR SABIC I * }V PIN jctEOUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR sommumumuri nil .., . . 3* .WI IIII ,.1'..c' , , I 1 c)OR g I ........... (SEE NOTE r ON SHEET 19). ...0 (1) MV PIN 0 SHALL ALWAYS BE USED AT ALL EXTERIOR CO T "ME ---p• BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ FIV 0 OR 1 (3 ----......., EXTERIOR POLYCARBONATE SOURCES FOR 0 HV (3 BLADE. TYPICAL SHUTTER ASSEMBLY 4.-1-. , MC&PRVEfillES APPUCAIDS MOLT srmakko N.T.S. OM WV MYC (2) NV PIN (9 MAY BE USED IN LIEU OF 0 AND ONLY AT i HV PIN(g)0:xgitTR" I I BLADE'S KNUCKLE. REmenct *Ex../99. PM= so*.ams ......s.... EXTERIOR BOTTOM KNUCKLES OF NV ACCORDION SYSTEM W/ FIV 0 00324' ot; 1 (SEE NOTE * FOR SPECIOD GDMITY ASTO 0792 0043 lbf Di. 0 043.04 BLADE WHEN CORRESPONDING TO INSTALLATION "Ir. SHEET 7. REQUIREMENTS) ierBANrx. .048.4-1/ W ,1 I 3004047 MD 311:00004 WU Dna 9,400 p.94. 9/00 p.r.i. _ .a,,,,--"... ,...7 0.1D9URAL 51E0,010 497 VOID ASDi D790 12.590 pal 13,403 f,SI (3) HV PIN 0) OR Ow/ 1/2" 0.D. 1/16 THICK S.S. WASHER ...- 1,),..--," ii II FLEYDRAL DOOMS MTN D790 340.000 1,..;. 30,000 pal. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. 4.,5>. SHEET 0il i I 0010,090 VD 4001 0256 ID rt-fbAn i7 97,5/41 WHEELWOKE CARRIAGE DETAIL iXer 4# SEE-60202.42.536ACIES5= DERSOY 4584 02842 4720 64.5 0 MAX N.I.S. .SEMBLY LAYOUT RATE OF 01.190011 00144 OM 0-I PADS 0-1 CC/OS 0.0 0003 10811105 1404 51020 1040'1 900'I , /FF.401ERtta WM 0155 TOWLE MEMO 0181 MOW= WS 630 6302 pal 0040 t,,15 (1) HV BLADE SOLID & (A HV WINDOW BLADE DETAILS TEUSII-t 510955 17EFOIE V.F.A0tED00 0061 638 e+0,i,...1 8800F N.T.S. A. 11/ „..17-4.,. FLORIDA BUILDING CODE(Nonr, High Velocity Hurricane Zone) ...... +7 1... . NI, '"............' vf•PT" 02017 111E00.INC. @2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM I I \ A.S.S.A. Accordion Shutter.System : .A.-i — • / iiLIECO inc. RV. BLADE ft W/OR W/0 H.V.IMNID0N BLADE -: :.• : ,,,, -0 T. :,,,,,„. American Shutter Systems 1:4 . frigOff.) :el; TILLIT TESTING & ENGINEERING COMPANY ' REY.No, DESCRIPTION DATE DRAWN BY: LC. Association, Inc. t OLD 15-085 07/27/17 DATE 07/27/17 .. ... ›,...A.1SC 635844W.MP,St.,519.305.010050.CAROMS,FLORIDA 33400 4268 Westroads Drive 2 ,"........ ...,c3.7,,o Phons:(305)871-1530.Fox,(305)871-1531 0-0103:01teco0001.00rn West Palm Beach, FL 33407 3 DRAWING No -,viONAt.t.7 ,'' EB-00067{9 -_, .....ere•,'. ' WALTER A.'DWI Jr.PC. 4 17-107 RS/RIM Lk,p 44167 s 6 SHEET RE. SEAL/SIGNATURE/DATE — OF 20 3 w F-8(t°}1' *NOTES ON HV LOCKS AND CENTERMATES: ("1' 1 D �:!' Cj' CO �!' �J' "1 9.@.o. „'0 i,MANDATOR, OR BEON+it ONE NV LOCK 03 or SHALL BE USED AT 1/2A OF SHUTTER SPAN INSTALLATIONS FOR ANY SPAN (3`S'1/-„1 OR 12'ABOVE ORBELOW 2, OF SHUTTER SPAN FOR SPANS UP TO 105`, AND FOR INSTALL�ATIONS AT ANY I ELEVATION: HV LOCK or E MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO E)OR g Tr 'i�. "- _ 1 lAn. CENTERMATES w/(2) 1/4.0-20 a 1/2'LONG FLAT. HEAD S.S.M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON 1 V �'1 II I IIP, TYPICAL SHUTTER ELEVATION. ©a`=J"° ,(��J, , 2. OPTIONAL CQNDITIQS 41• IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV I6 m' N ' LOCKS Qj ,5S OR Q6 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES j 1 I rr I � r LO SHALL O AS SHALL BE ON NOTE(1) ABOVE. r LOCATION OF LOCKS INDICATED BE AS INDICATED ON TYPICAL SHUTTER ElEVATIDN. NDB-X 3. OPTIONAL CONDITION e2"0/ALJD ONLY WHEN•MA ATORY CORMOn'41 ORIIMITED MANDATORY CONDITION II /2 IS USED W/TWO H.V. LOCKS .LOCKING RODS ARE NOT REQUIRED AT URRiCANE POSITION, BUT MAY II d r oR 43,,Rg6��� O"Q� BE USED-IF DESIRED TO ENHANCE SHUTTER PF.RFO MANCE..LOCKING RODS OR AN ALTERNATM.-DEVICE. //// MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). .1"--• 4C- ---- /. 'I 4. MAPOATORY CONDITION 42:ONE IN LOCK 4 y 03 SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN d ' 111/ AND INSTALLATIONS AT ANY ELEVATION. HV LOCK(Z or��SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK. $6q I O ATTACHED TO CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2- LONG FIAT HEAD S.S M.5. TWO LOCKING RODS i�9 Py�q AT TOP& BO OM SHALL BE USED. LOCATION OF. LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION, 5 .6 0DCC-Nvc I MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. V-- t a2 & 3X1!>g& V.. 5:PSS ALTERNATE TO MANDATORY OONOYION 41 VALID ONLY FOR HV LOOK W/SYMMETRICAL CENTFRMATFS.ft 99 OR•P� ONE ALTERNATE HV LOCK.2'f6ERMAY BE USED IN LIEU OF HV LOCK or(45 FOR ANY SPAN AND _ _�� 6Ai§_Po0 I -57.E - INSTA LATIONS AT ANY ELEVATION,AL NATE LOCK 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT / - \L1. � :=: I S- -OF'1/4'o-20,13/4'S.S.THUMBSCREW TO Ji OR 0 CENTERMATES SHALL BE MADE W/ 1/4"B-2013/4"ALUM. �. E, NNV OD- D g5, RNNUT AS SHOWN ON:SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED Al 1/2 OF SHUTTER SPAN OR TWO �" I £igg 5`° LOCKS AT 1/3 OF SHUTTER SPAN. s' J •' .6:MANDATORY CONDITION 13 FOR KEYSTONE MOUNTING INSTALLATIONS ONE HV LOCK 0 or or SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW'1/2 OF SHUTTER SPAN FOR SPANS LIP TO 96',AND FOR INSTALLATIONS AT ANY ELEVATION. IN LOCK 0 or 0 or 0 MAY BE USED AS AN INSIDE OR _ - I-v— I _ —' :I II�i OUTSIDE_ " LOCK, ATTACHED TO 0 or,�3 SYMMETRICAL CENTERMATES W/(2) 1/4"-20 x 1/2,'LONG FLAT HEAD.5.5. SEE END---'� M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL..SHUTTER ELEVATION, USE OF LOCKING RODS g.W/g CONNECTION OR 0 TOP'ANT BOTTOM IS COMPLETELY MANDATORY. DETAILS ON 0' ( (� -O, O� (> m 0' / CPD � 0> ©' I`_ 18 TTYYPS,FUL m I *NOTES ON HV "1" LOCKS AND CENTERMATES: HEIGHT, I I OF CORNER 1 ...,I, 17:c..I .A ..CII I,. I r a.; .1 hl . Ma,lla:...IA- .... --- /,,"' .�-��-' \ CENTERMATE ONE ALTERNATE NV 'T'LOCK MAY BE INSTALI.FD IN LIEU OF HV LOCKS 0 OR 8 FOR ANY SPAN AND 0 DR@ DR®-U 0A10.Q O •,00. 'INSIALLATIO (S�AT ANY ELEVATION. ALTERNATE LOCK Y BE USED AS AN INSIDE OR- OU SIDE LOCK. ATTACHMENT \ . OF LOCK QII INCLUDES USING REINFORCING LOCKER , AS SHOWN ON SECTION NAG, SHEET 9, WHICH MUST BE 10•L51c.©.r37DR ite*''a!'DR — CONNECTED TO CENTERMATES 03 AND W/ 1/4.0-20 x 1 1/2"LONG S.S. THREADED BOLT IN/7/8"0 x 3/32' WTNDNUT OR W% 1/4'0-2001"5.5.MS. INTO A 1/4'0x.5/B'RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12 ©•(� .63,./.)-(t)•©0R MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS 0 TOP AND'BOTOM IS'MANDATORY. OD,.@DR to• cR T9:6:",010•�� *NOTES ON HD LOCKS & CENTERMATES: 1,HD=is(31 /HD CENTERMATES C1 OR 132 W/(33: ONE ALTERNATE HD LOCK 0).MAYBE USED IN LIEU OF TYPICAL (.71") HV BLADE SHUTTER ELEVATION. IN LOCKS(2i DR s FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK 14 MAY BE USED AS AN.INSIDE OR OUTSIDE LOCK.AITACHMENT OF HD LOCK p4)TO 0 IS W/3 98 x 3/6"F.H.SS-KS..AND INCLUDES M.S. REINFORCEMENT INSERT 33)AS SHOWN ON SECTIONS HOEI-HM. AND HDC-FVC;SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW DR ABOVE MIDSPAN.USE OF LOCKING RODS'`i' I IS COMPLETELY OPTIONAL 111 I,001111/1.,,.,......- FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' 111 pt-•,... .,£/r..- 02017 TILTECO•INC. OO 2017 EAS1172N METAL SUPPLY. INC. 1, �' ,;NCIENS Vy i. BERTHA HV1M A S S A •` ' / I'L'E C O 1 N C \ ■ ■ ■ ■ Accordion Shutter System H V.BLADE#1 W/OR W/0 RV. W 1COW BADE ', / / . * ' TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems- ,Ev.-Nq DESENII'UDH OAIE _,DRAWN.eI' LC. ' 'O -�IF �� Association, Inc. I OLD 15-085 07/27/17 DA1E 07/27/17 \' 4]55 NA 361,SI.,Ste.305.NR61NN 0•PD_NS.RAR+33,64 .© F \ 4268 Westroads Drive 1 C/� '.(QRS©q.•� 111 Phone:(ios)en-,UII .FDx (3Ds)87.1-1551 DRAWING No 131 „ ,- ,�� 1 e ril:WElEI 00671 d.cam West Palm Beach, FL 33407: 3 -/ s/ONALEN�?IIIj11 WALTER n.mut 1Jr.P.E. 4 - 17-10 FLORIDA 0e.i 44167 s ..SHEET PESEAL/S1MfQTUBE/DATE -6 5 OF 20 _ ______ — t-CONCRETE ANCHORS POURED CONCRETE POURED (SEE SCHEDULE ON OR CONCRETE BLOCK REQUIRED 1/4"U-2043/4 S.S. POURED RUSHEET 13) CONCRETE ANCHORS I-MACHINE SCREWS CONCRETE REQUIRED ttt (,i r (SEE SCHEDULE ON W[ 7/4-20 REQUIRED �`\y I ._CONCRETE ANCHORS t / (ersTaNE(SEE.WOUMWG®°N SHEET r) SHEET 13}, NUTS® 12"O.C. :` (SEE SCHEDULE ON SHEET 13) ,` 1" _1" \ / `� I Mtn. a° t2 aa� ,r � r. Min. ._t/a n-zax3/4^S.S. i I `1 l EO---EO. MACHINE SCREWS _ EG EO <s,. = ii 1 USING t/4"-20 NtJI'S 1 1r. -"4-?) E.0.4 .172., #` .250"Max. __ !� •�_m. ,11,, • —13 °R 1 S _ ` / �RIM 11� IE DL77 iN j x'!<3 °R'o. 290"Mox, E.O `"' - ' 'ill., C{''* -.2 I I �E.[ iIi 1 kii ,�^ E.D.. i 10 Ill I I OPTIONAL. -.1I ,1 ! r 1 I' . PTiONAL M91 51T'AR4TIW1 �. i .. Iil (( MlN.SEPARATION TO GLASS 0 EXISTING `1 s MfEr 19 y d �OR �♦ t"-(SEE SEPARATION TO GLASSI .+II `O1 E GVSNS ---(SEE-SCHEDULE ON SHEET 11)-"".' GLASS--i IL..�... .. EXISANG EE SCHEDULE ON SHEET 11} i. GLASS--i_ -.. :.L. HV. WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION + KEYSTONE • EXISTING ,--' — I - --. ii,N.:EPARATTON TO GLASS t�of GLASS--• gy,ApinQ1 1' OR 1�'`� 0 E%ISRNC�1111 .�(SC HEDULE ON:SHEET 11) Egli! 0i0 p�(SFE i � MIN.SEPARATION TO G1A55 GLASS �,sc,Eaur;.CN SHEET `"-(SEE SCHEDULE CN SHEET Si) 11 FOR WEE ORO CO DELI 19 WV I r OTIONALUJEEg(pk+ EXISTING asn�GLA55•—i 1 E ((l Npp I/4r.1 ti. jic.:,D,,:i ` __t C"``. N..SS Max. �1 1I / / /� .OPTIONAL. !hi" } 1 I�r-7 7 ..•--1.3 aR t$ k� !D 6A✓ i' ` -111 P'I i. /z'a'` t,9 ..t., ,____ , EO E0 ,r(., , . a 3 i 1 ,.,,_,.., t 1L,..,.. .. -7-7' ` t/4"a-20x3 4"5,5, ' 0m,' t`7*--- i �OR to ; l-EQ-DEQ-• PIIILUPS TRU55 NERD I� f 1/4"0-20x3/4"S.S.PHILIJPS f tdACHINE SCREWS USING + a CONCRETE ANCHORS TRU55 HEAD hWCHtNE SCREWS L .. `Y \'--CONCRETE ANCHORS (IP() 1" 1/4'-20 NUTS 0 12"0.c. (SEE SCHEDULE.ON W/1/4"-20 NUTS L2"q.C. }__...._..: (SEE SCHEDULE QM SHEET 13 I *� POURED CONCRETE— SHEET 13) fJf } - J Pin.' OR CONCRETE BLOCK POURED CONCRETE�t i .^'l ��„L„ REQUIRED OR CONCRETE DLOCK 1 Sd)NCREiE.ANCHORS WALL REQUIRED A .HV WALL SILL INSTALLATION J (SEE SCHEDULE ON (DHV "WALL. SILL INSTALLATION POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED 0 HV WALL SILL INSTALLATION }tOTF FOR...COMBINATION OF SECTIONS: - INSTALLATION. DETAILS W/ AS SEE 611EET 4 FOR TYPICAL E SHUTTER *E.D.=EDGE DISTANCE ♦SEE UL ATiONS OF USE FOR H V BLADE. ASSEMBLY - {SEE'SPECIFlCATIONS 4N--SHEL'T 13) BLADE to ON SFIEET 19 1) 2-MOUNTING SECTIONSA .CAN 6E COMBINED IN ANY WAY TO SUIT ANY R4STALiATION. ,Lid"<"^"'2. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) 40 N , .. .. T`'tl M► U5 2017 EA§TERN METAL SUPPLY, INC. "" X`1,4 :•'\ E1rs� ..{/'n"'� 0201'7 TILTECO..INC. V ./ BERTHA H'V,M 4 a ' ' . /—4. IIM Accordion Shutter System INC.fttE QA A .V. #1 W/OR W/O W.V.WINDOW BADE -• American Shutter Systems REV.No OESCUIP110N DATE DRRAVA4 Br Lc " - j '',„.(4/r[ �+` 'GLUT TESTING & ENGINEERING COMPANY .1 Ct JOI}14� 1t1� ssociation, Inc. I oL.D 15-085 07/27/17 Doc 07/27/17 6366 N.W.N.w.36th.S1 Ste M OND IARD_'N9.FLOP414 33166 4268 Westrood5 Drive 2 y j. Phan (300171-1530.for I(369}871-1531 DRAWING No �ti,1L :laLeeoCoa.eom West Palm Beach, Fl 33407 3 sS/Q�lAL'L� ,.d EB-0006719 4 17-107 ',>�y.t'i,x,'. WALTER A.DLUT Jr.P.E. 5 SHEET - FLORIDA Lie./44167 P.E. SEAL/SIGNATURE/DATE- 6 6 OF 20 . . ... ; • T. CONCRETE ANCHORS tax swarm . IAN. EPARATION 1 . POURED 0 OR g• . o TO SMASS 1 0 : i--11 CONCRETE (SEE SCHEDULE ON SHEET 13) TO OA=or r BGHEARE oN SWEET ',.., uusrms I 'TI 'CS&SCKEDLRE Ds-, REQUIRED GLASS.--; 1 SHEET i i) 11, EDGE OF -''&.IFC6 III Far 1 q' i wm,sr:PARAGON .. Of .• /,,- . + ,' '.' -.7,-4 0.*-.4-..- APPLICABLE EXISTING EstoeSES•8 ; ii 'ZI,* • [T-($66 SORIZAS #BEET Ti) ,t , to P •,... ... ALTERNATE ; II;• EXIST / 4 ING t ANF.HOR G ' — LOCATION[T9L ilf-7-- . pH #1043/4 HEX WASHER HEAD 74114- 1#11.1-111111‘.\\ MI . , 111171.1 'W ® - -'10Elt.'CSRCERTEtWASNT0 CO1R2S'0.C. 8 ii HH , EXInnto $$$ culss-- 11SLAB IF ED ' r • / , - APPUCABLE Not SERA/Una/ E POURED FLAT HEAD CONCRETE ANCTIOn lo csAES(sTE 1 i CONCRETE E D.* CONCRETE (SEE SCHEDULE ON SHEET 14) **1 rfatuEsiOtREQUIREDs'LONA 8L1 ': RE°U1RED FIAT HEAD CONCRETE ANCHORS • EN INEET IS RR 0 OR WCONCRETE ; EtrAEs(94,ell • '. REWIRED C.O.* • E D.* (SEE SCHEDULE ON SHEET 14) (DI TRENCH INSTALLATION VALID ONLY FOR UP TO +70, -75 PSF A.S.D. 0 HV WALK-OYER INSTALLATION DESIGN PRESSURE RATING &FOR SPANS PER' (,,R HV FLOOR INSTALLATION t SCHEDULE#3. SHEET 1 i 0 HV CEILING INSTALLATION -0 6'T'c'l :CeCaC:::::m,l'4HBujU:),:jil;TTAPc°:IP°:LZTThswl 71:4 scwM3:/:tenoulnoir lo it TV:V:1 1 , mrs.CiASS is n, 0 CQ(SEENCREMSCHEDANU'CLEH8ORSN7 SHEET 15) cm SHEET 10 / ADVANCED THREAD' POF11 .-----(FEE soslasE , , 1 EXISTING ot omsT to .0. DUSTING--; t t \. GLASS—; WIENERS TAPPER+ANCHORS W/ EXISTING__., 1 GLASS -1(g.'"".1.1"Grio. • a I.1/4*Let 13.18150MENT O.ts" GLASS ' ;Ix it(1.---...'„T•11'9,) O.C..FOR UP ID 6,0*SPM AND I 'qii ,4, - [I' li . a*DC.KR SPANS 1.MOER THAN ilgyl 0 Iti • / . MAX. II S t i TN MAX ,,,,. @ OR , =),. ll!f____To , _wilArH344.HEAKXD [E-.-'1'./-:r•‘:, ,:irk Com.SENA7,IT --:..1."----rfliit ' .L...ii i ,BN TEX SCREWS , I 3,/ic./ ,•,,V 0 le 0.O. -••'„ / , -" •- ...•/,,,,•/..`r • 040/4 HEX HEAD...."' g . r-I 3/8/ lint, ...,.. ' .... • it , '.. •:"/,141;,::'•I' ,,1 . '• :1-t)'ts.;;;,•" \t_t/4"0-20,,,3/4'SS MS 'MK SCREWS 0 9*0.C. I #1444/4"S.O.S. • f " CONCRETE ANCHOR'S k 1111 , N, 4d 0.0 -i-yi, -.----- . --. ,...,-1---Lr:-----;' Ain" a . . , I .. . .. ,../.../....:„ USING.1/4 A-20 Nurs OR 1/4.0-20 SS.M.S. t 1 2 1; _ 0 9 O.C. ; :,•••:-tt":?tt•' o 12 O.C. -(SEE SCHEDULE ON .4 IVO' ,'• r* I Z. ' _\ '''' ". • 111/NUT 0 9"0.C. ......-.............-..............-„,...-,.. zi.‘,..SLIE!...._,T 14) 1. ,. 7-- , ..........-..... .......--.......--.....---.. • .. . - 7/' EXISTING NON STRUCTURAL ----- 47,.P. ) • 1 I/ 1 e0R0 1/2"-I-1- 1. • ` 2.00"MIN, WALL IRIN(DECORATNE.' ' .' _.•• 4.14.1 7/8. ' ..1 7/8---4, / .- „t• .., ' APPLICABLE • CONCRETE ANCHORS EE NOTE 13(b) •I'------- -\''S / , •\< , C>0 "..1‘).\_ .\\..11443/4"F.H.S.O.S. 0 9"0.C. ED POURED TC CRETE (SEE SCHEDULE ON ON 51:0/ 1 ' POURED CONCRETE SEE NOTE 13(0 ON SHEET 1 . % ' . .: I OR CONCRETE BLOCK SHEET' 14) OR CONCRETE BLOCK ---Th -- REQUIRED REQUIRED0 KEYSTONE MOUNTING INSTALLATION OPTIONAL CONCRETE POURED 0 HV WALL. FLOOR INSTALLATION IQ HV WAL WALK-OVER INSTALLATION s•Axtuum A.S.D.DESiGN PRESSURE:+64.-72 pal sammum SKITTER SPM Er-0* REQUIRED 01 HV RAINGUARD INSTALLATION t ib . "t ROL TOZ INSTALLATION SHALL trfaasatemnas_agimpla C.D. EDGE DSTANCE , ,V,1E1;)R5. • SEE UM1TATIONS OF USE FOR ADACENT TO AN OPERABLE BAT ASSEMBLY (SEE SPECIFICATIONS OH 511151OR F.NTRANCE 13) BLADE'03 ON SHEET 19 1-SEE SHEET 4 FOR TYPICAL SHUTTER INSTALLATION DETAILS W/ T HV BLADE ., 2-MOUNTING SECTIONS CAN EE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 0141:0,P tC3( A. Tke-;--.., FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone," e 4.......;„"c6E-N-8"'l••::,,...:wk 02017 1lLTECO,INC. IID 2017 EASTERN METAL SUPPLY, INC. BERTHA HVBA ti i t‘ ...e- •:..s. Accordion Shutter System -- --:.... -Iiilk: fILIEC 0 INC. ' A,. SA , . : H.M. BLADE#1 W/CR W/0 H.V.WINDCW BLADE „ American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY: LC. ....:--,,,A.,. ' ' .0,. ict, ,t MUT TESTING 14 ENGINEERING COMPANY Association Inc. I OLD 15-085 07/27/11DATEt 07/27/17 I \I.wr."0„,:" 000,‘„,... :... ‘t,S. 0355 N.TY.36o,.St.stA.so.MONA GARODiS,FlOtoDA 3310C .%14151;.......... (NIT, ,s... Phone (305)871-1530.Fox,(3552871-1531 4268 Westroads Drive West Palm Beach, FL 33407 2 DRAWING No 1°Ne-,n&/tOcoOOod.com 3 AL tl‘x7it'l.' EL1-0006719 17-107 WALTER A.TILUT 5..P.E. 4 ...........‘'''' FLORIDA 134.#44187 5 SHEET RE. SEAL/SIGNATURE/DATE 6 7 OF 20 - . • . . .. SEE END WALL CONNECTIO DETAILS ON SHEETS 10 & 18 —lc 551 NOTES ON LOCKING RODS e,.1111 LOCKS e or® '11._ -II 'INSTALLATIONS W/ 0 HV AND ALTERNATE TIV LOC*6 014 SHEET 5. OUT 90' 41) I N —EXISTING GLASS t.._ V BLADE W/ HV CENTERMATES **BLADE SLACK DETAIL,AVIS VALID FOR ALL CENTERMATES AFFIXATION WITH tiLTDEO ' ! j 0.c4.®.0.0.,0.(3. aj . # OR 3 SEE END WALL CONNECTION\CI•0'0'C.)"C *0" /---EXISTING GLASS P tii 4. 0 •,qi . 4, 1 ____ ......._ _ . 2%2*•1/8"x0.-2 1 04.-.)m1)"(>@'() I I 3 1/4" . 7" 6 1/2" (13063-76 ALLOT)ALUM. ' PPPQSING .-7 ANGLE W/(2) 1/4"O TAPCON ''‘, t 1/2" 06 ID"0,9 i SYMMETRYCAL ANCHORS TO CONCRETE ' 1 — — CEN ERMATES i (Topieorrom)& , i CENTERMATES MIN.SEPARATION ".., t /r. o4R-s..s.. 72- (...,p.„1/r s.m.s.TO TOSE W V • . a or 44 W/ HV LOCK 10 TO GLASS 0.C.FULL LENGTH. (SEE SCHEDULE \ AT EACH ANGIE MP) 1 I "...‘, I i . 1 C3)' ON SHEET 11) @ ' @4 fa* IN i 0 -..,-'. , , , iIIIIII _ _ __ . i al, '', r-011 .111M111111111.Pr , — Illr III —0 --cok ---. .(EG, ••••, illim-----ss. . 6 . . / 1 IIIMIIIIIINW . , ilINIIIINN ____ 10 -- 0 1 r-zor --- "--0- 0 ' OUT ,,:::4 * ‘,..N 0.3.0 HVA HVB (3 T0-®.0-0-0.0. HVC .-POURED CONCRE7E OR 0*(--) '0°0.0+W" 0.@NT 3+(>0.0 o• [-EXISTING GLASS 1 CONCRETE BLOCK WALL .,) REOU ED / EXISTING "043".(t)'''C).©'411), N r ,Q1 ,. _ --SY-M-ME-TRTQA1- — ———-- IN -r,;(2.„.. p.::-(2,;-5:,.--f--:-.,- ------,- r----- 11,111•(. .„0.0.0•6:-) ,\_cx..3.... CENTERMATES* re 1 v.„:.-.9*K2,/' 4 mz-9"1/42....'"',....fi" '(.'siNE.TE:EsGcPLAHARAEsosulp: 5 \ ..@.0 * '-- - w./ ITV LOCK a I OPTIONAL (INTERIOR) 1 0.°WI OF 00•0•0 00 51,551 11) . , , IAIN. SEPARATION if JI att --\ \ ../{) — TO GLASS \ \ / o•@•@ (SEE SCHEDULE \ I. opuoNAL _ _,...,_,..x.----- ON SHEET 11) \ ' (INTERIOR) \ l IMIIMINEM=111FI t.—----—- ,C9*:„—._-———_—- ,...:#1 ,, [ OUT rAi,i-L, /AA _ .... 16, A ' ,''' / i , . CONCRETE' "----- -____Inh_______ -__ ..\ ______,.? '\00---__ * - , , ANCHORS I - ci) ./' 1 / @ • ' :'" ..._jp.."). z 400 ' • VARIES I t Zi. 4,41110, 4P 0' ( ' 1 * \I ..4-••-•-:-* 0)/ 41- tr . (---3-) ,,, 1 , . ____. .,,,,,,,„ _. c4 ' , _ 6 1/2'W,X. SLACK k* \ -..*"---- * . 424 L' \-0' OUT , ,' 7 (EXTERIOR) HV D ---:*. OUT pyr----\-* HVE HVF** ,..q.„..„,„ . 404W A,tiQ . FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone. ..'............... ...... 02017 T1LTECO,94C. It)21317 EASTERN METAL SUPPLY.INC. Z' I. • __ _O INC. ll III Ill A • / IILIEC \ AS S BERTHA HV * Th Accordion Shutter System • KV. BLADE#1 W/OR W/0 li.V.WINDOW RASE .", : . . I,-v,I 4746..> ; *' American Shutter Systems ;" .EV.Net pescRuntriN DATE DRAWN sr Lc. I,„-P'.. ..: . i. TiLLIT TESTING 2C ENGINEERING COMPANY - 0 .• CAROMS,FLOROA 33(66 Association. inc. I OLD 15-085 07/27/17 0o<0: 07/27/17 ' ?..'"iontoN,"<4, t 435547.;„3:%osi:77:36v7, :0.)..., 4268 Westroads Drive 2 *(Stc.;.. 0 o-rnaii:tiltettoCIaoLown West Palm Beach, FL 33407 ' 3 DRAWING No 17-1 07 wALIER A.'MUT Jr.P.E. 1 FLORIDA Llc.2 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 , 8 OF 20 ` ALTERNATE INSTALLATION W/HV "T LOCK130, HV MALE/FEMALE "T LOCKS CENTERMATES @ t 0 & . LOCKERS 0 W/ (I HV BLADE .* SEE END CONNECTION DETAILS ON SHEETS 10 & 18 INSTALLATION 017 HV BLADE OUT 'p41 [1w] �/j-TH05Nc.a.SS *Bpi OStACK /W.DETAIL 1 .INDICATED ON SIRET B, W/ HD CENTERMATESI70) , ® . 0 • I' A5 WELL/S UNIVERSAL FLOATING BLADE CJ DETAIL HOD-NVO, ®a )0 0.0 6 .O"' INDICATED ON THIS 5HEET,MAY BE USED WITH THIS ALTERNATE '©°",10'((5'©'®m©.©,; INStA1UDONDETAIL IWOSHOWN INTHIS SHEET. SEE END WALL CONNECTION. A ©.0•0"a0.®„ DETAILS ON SHEETS 10 & 14 V ®♦©a0•®aO10w Tr ® Ow O.@@".O CE063-76.u14n NLy INCH CDNCRF.I[ -- (TOP/6OTTOV) - L - -..-__ (OPTIONAL:) c�* (O (4)/10,1/2"S.LLS.TO WEE r /10+3/4'S.N.S.O'1-. -.-- f-' -- ) AT(0000 0050L(IVP) D.C.FULL LETiGHT. * ( •.-- I -. 1 So 3D HV "T" IN (4P1NTH.V, I L�. j PINS ®` MK I_ ® �� cf/ LOCK (INSIDE) 0 M= p „hi' —— v 3/. _(>YP.) MI SCGLASS HEMEI il. �_. 0-v-t- "_-- ,_v --__-- I _—_c---- .9.V):4:11='4,... is l I'3 u;� ; IL u_ �• al ,_n_ 2 ',�� AP v-29 , IiiiiQ—' _1+, �S.a1nam se/a�p/B. ® ® a� �� I �r���� p.. �G• Amilim —_ ly a ,';iki� i i"11.4 L.� r �� P e . �_ S1 OUT oR32J 31®OR DR 310R iz * ® (/ 1/4" 0-20 x 1 1/2" S.S.M.S. SEE NOTE 6 FOR HV LOCK 4 Pm, W/ 7/8"A x. 3/32" WINGNUT. (anew) ,COPnaNAL) T LOCK,ON'SHEET 5. .* NDS—HVB OUT 1•110C—HVC ©0 HV 'T" LOCK (OUTSIDE)- @ SYMMETRICAL HD CENTERMATES .YMMETRICAL HD CENTERMATES, • W/(B)* LOCK (EXTERIOR W/ el' LOCKJ[1TERIOR) t MIL'S 91-1A ALUMINUM RVG* (2024-73 ALLOT)URGE FLANGE MN SHEET 01)15ERT.PART)0820.. 0.0-(D.0-0 10'r©- 05 MANUFACTURED BY AVDEL CHERRY TE%TORN,PARSIPEOM.. IIY,NEW JERSEY 7--0.9.9'9.9'0'9 c'' 07051 OR EOL, _- / 0.0 ©-0.0..®a *SEE NOTES ON LDCNIN0 ROOF®A Ho®6004 ON SHOOT s Ir. 1 / -I -0- **UN1Eft51.1 RAMC rR1DE®OOTA'L 905-11V0 IS MUD TDR All CENTERIAiLTLS APPLCADONS MTM*UDE 0 .W HDU-HVD** FLOATING STACK )FAIuuvi,ro ft' 11 A. 774,--„, FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) '�`,\11 4`V EA,S f�.. 02017 TILTECO,INC. B 2017:EASTERN METAL SUPPLY, INC. `` BERTHA HVTM i• a g 3 . 1 L: ECO w.m 1 ��Accordion Shutter System A.S.S.A. c /QR /o RV.N9NDOW BLADE ��'• !� �I TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.No DESCRIPTION DATE DRAWN 00 L.C. `'rf,' Q• �� • Oro-'`\` 6355 N,W.38/N:St,se.Sas.*ROMA GARDENS,FLUILLN 53106 .Association,, Inc. 1 OLD 15-085 07/27/17 DATE: 07/27/17 A Phone:(305)871-1530.Fax.:(305)671-1531: 4268 Westroads Drive 2 t51 AL 4 t ,(1 '�\ 1 t '-/ONM =-n=1 Llee"oOOI OS EB-0006718 West Palm Beach, FL 33407 3 -DRAWING No � 1` WALTER A MUT Jr.P.O. 4 7—' 07 • IiIIIT� FLORIDA Us.#44167 5 .:SHEET RE. SEAL/SIGNATURE/DATE 6 9 OF 20 PO D PO RED .� .. POURED CONCRETE OR i �' '"r. POUREDOR CONCRETE �. T ORUCONCRETE RETE r*ORUCONCRETE RETE ' _ CONCRETE BLOCK WALL !-f '"� BLOCK WALL REQUIRED I - "- �' --- j BLOCK WALL REQUIRED REQUIRED - BLOCK WALL REQUIRED �.' ` i . ;''� .ESiISTING GLASS r ,r-E%ISTING GLASS i f-' ,1:;,_2•MiN. EXISTING GLASS 'L CONCRETE ANCHOR---) r� ,--E%i5nNG CLASS • t _- v JJ( ,� E' �' B I6 O.C. ✓_�._ �_,...L MK sEPuaTpN } ` 171 1--,1' /_ ._r.-. ,t-.... _ 2'MIN 1 10 CRASS(SEE :,• `jr,, 110 GLASS(SE N r 1 i I MIN.GLASS SEPARATION {I IAN.SEPARATION f•' SgfEDULE ON 5HEEi TO was(S�. t , 7O SEE EQ ' I EQ 10 G1ASS(SEE. /t •_ 11 FOR BADE EDAM - SCFiQ1JIG CRI SLEET ' 1 { 7 1 LE ON SHEET SC HEIXLE Uv.SHOET 1/16.03•MAX.—... ON SNE£T 19 F I r II FOR BLADE°AND r t I• CLEDORR BLADE 1 ANG I1 FOR BLADE®AND (6063-TR)CONT. BLADES ED dr�, / . ON SHEET 19 FOR 1/2^/-y f II"''`' FOR BL 19 FOR ION SHEET'i4 FOR ALUM.CLOSER /- ill ` �j ( ` I OIrDES(1}&IS 1 ' BL/DES ICD&() (ELOCATE SIDE ! BIADX.S ID&0 PLATE. (LOCATE 1/2 ! ` '. I OF.S) AT EITHER SIDE®) MIN , {5� 1/2 MIN, - OF 4�}) I 1 I _ �1+USE T OR 2 MA%. I I I t #Tox1/2's.11.s. I I� l 1 t` -_ (A5 APPLICABLE)2x1/8"xo'-2" l y e� ALUMINUM CUP ANGLE __7,„--'' #1041/2"S.M.S��' �'3 ----7"-<- 0 16'0.0. _____7,-- ._....-�.i \ 0 16'O.C. , —� ��(' ` t �� (6063-T6 ALLOY)Al MIDHEIGHT J` E Q r 3 f11#1051/2^S.M.S.Tap& • (�;. �, �I(�II: _ f (2)1/4"0 TAPCONS ANCHORS TO . 1 / __J \� �� SEE DETAIL X FOR./ \. I WALL AT i'0.0. (LOCATE AT 1 ��,/ • I SIDE CONNECTION 0 OR ( i EITHER SLOE OF®) 0 I 0 OR ( ' II 0 OR 0'4 I SEE.DETAIL X FOR j(p• ( TO TRACKS ,6 � °:(:)..© O'O 6.l' 1 OR `� SEE DETAIL x FO-SIDE CONNECTION \ LiFt"&"'®'®`<)`"0 SIDE CONNECTION 7°'$"'10'im¢�w{3•pa{3ata,�� To TRACKs tc O E►w(Dm 0 Ta Q«®-�'®`0' TO TRACKS 1a•0'0'0'0'0' 0.0.6 mo.o.0" ®•0 oR®-o•O''' 0-0‘.a•6-0.6 .- 0.43.@.4...o.,,Q.43. a•4).^c '1-.).0.63- 0.0-0.0-0.0.. 0'® 0.13-0.0^•6 •6 0-0-0"0.0.0a6+ 0,0..0-0.0;0-0.E9 0.0 0.0.0'0 aa-it) END CONNECTION DETAIL END CONNECTION DETAIL END CONNECTION DETAIL Q END CONNECTION DET IL 2( 4 REQUIRED ONLY FOR SPANS GREATER THAN 12'-0"I. ,.-POURED CONCRETE OR CONCRETE SLOCIR WALL EXISTING �--•EXISnNG GLASS REQUIRED GLASS a �. fL _,.._ __.. f / ',, __.___._.._.- Mt1 SEPARATION �` # 1 - �,.^ / TO GLASS{SEE -0 i6 O.C. _ SAN AFA740N [>) y.• __TO%' '©OR®OR0OR r TO GLASS 9P �er�nry .' SCHEDULE ON SHEET ( _ _`__ j 11 FOR BADE°ANO CONCRETE .`1/2"MIN. SDIEDRLE'ON SHEET � i -_ ` r ti�'}OR{t:i}OR�OR0. ,ON SHEET 19 FOR ANCHOR fL ‘ YM - 1 11 FOR BLW)EOAND /�' V i ON SLEET 19 FOR COANCHOR -- IL I a➢ 12 0 C. E ':a ._ /a 6tALE5;Q&�t I ------ i 1 ORO I }( .l�__ Cd i i ®01C u- 1/2`MIN- - .s J I -�>r _ --•`'' r -EQ l - .�OROOR(�1 OR L Y z'MIN. 2 MIN y� + SEE ul�noNS of USE FOR VIEW Y GLADE 1 ON SHEET 19 i OR 1'3 ori 1 OR COR J 1 OR PLANDETAIL ?� doR ( /�1 0°®,�ap'0.a� END INSTALLATION Z-POURED CONCRETE OR G.,0. 70°',v,. 0.' 0.0.‘0. CONCRETE BLOCK WALL , Q.O.O'0.0-Q•Is,�' a 6 7 as 6 7 REQUIRED 0'0.0 O'O'®a 1 HV BLADE OR HV. WINDOW BLADE INTO \ 0,0•Qm®'C 'OR o `0:3`0::F CONCRETE OR CONCRETE BLOCK WALL. a.6�.,0•'63-0•'a p.0-0;ama. END CONNECTION DETAIL® ®'0.0.0,0'0-9, 3' 0�" II N CT 0 i E • 6 "O'O FLORIDA BUILDING CODE(Non High Velocity 'Hurricane Zone; ,'t.•-- v- * • 'r`tT`t 920,7 TILTECO,INC. 192017 EASTERN METAL SUPPLY, INC. ,. L\CEN, ,.;ill.: , A BERTHA HVTM / I I L I E C O inc.\ A.S■S,A■ Accordion Shutter System yE _ RV.BIADE#1 w/OR W/0 H.V. WIStOW EltuaE 2..a d 4 American Shutter Systems 'REv.Ho DESCRIPTION DATE DRAY r BY: L.C. TILLTT TESTING & ENGINEERING COMPANY 1 ,.+� O� Association, inc. I OLD 15-085 07/27/17 DATE: 07/27/17 '- V F •�/ �, 5355 N.W.3614 St' Ste 305.VIRLINN c.W0DAS,ELORCA.33166 ,C'•,• 4268 Westroods Drive 2 3) i'ltL 1�4 Phone:(305)671-15St}.P.0.{3o5)9fii-Tsai DRAWING No � `S�a�11,41 04C'1.+11.1 e111 w Ra L ew4's+.cam West Palm. Beoch, FL 33407 4 17-107 .r ;�'t WALTER A Sniff Jr.P.E. 4 "rrrr/r///'" FLORIDA 5 ' SHEET P.E. SEAL/SIGNATURE/DATE 5 50 OF 20 SCHEOUE 111 SCHEDULE #2 SCHEDULE #3 MAXIMUM SHUTTER SPAN* "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" MAXIMUM SHUTTER SPAN*"L+" * NOTES: ft. . FOR INSTALLATIONS W/ ,3` {MET t CAI, OR "L-" ft. FOR ,, .:7 r ar* -' { ) (3� �C { ) OR "L {tt:) INSTALLATIONS CENTERMATES (0 & 11�' or or A2J INSTALLATIONS W/ °PPO NQ ' W 7t a gmI di ;,.t ` CONCRETE & WOOD (I)L+:MAxIMUM ALLOWABLE SPAN FORA GIVEN , W/ ONE N.V. LOCK ( or e) or a or � �QF � 8c +n W/ ONE HV LOCKS "'^^� MA.NSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. HD LOCK W/ NO LOCKING RODS or ONE HV'LOCK or 6or • L-:MAX.ALLOWABLESPANFORA GIVEN NEGATIVE CENTERMAT� ?.$� 29 W ONE W/ NO LOCKING RODS OR ' W/ NO LOCKING WALL A,8, C: D. E. M, N, D, P. 4, A.S.D. DESIGN PRESSURE RATING: I gf RODS rr? MOUNTING F, K & L R. S, & V. t OOS LOCK 30 W/TWO L.0(QNG (SEE NOTES 1.'tt) (VA ID FOR MOUNTING (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 35 II�UT��O77PFF&FBOT`TOM 1(iSEE 0 SHEET 7) FLOOR/CEIUNC G, H, I, 11. 4 7, U, W & X WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: CONC ITEEI 1IWO)INSTALLATIONS CONCRETE 0 WOOD MOUNTING !AVIAN - INSTALLATIONS CONCRETE NA%INW twouuN GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, A50.DESIGN ASD DESi4N A9.D.DESIGN INSTALLATIONS DETERMINE MAXIMUM SPAN "L+' FROM SCHEDULE. PRESSURE PRESSURE WALL MGUNSNG PRESSURE RAT WALL MOUNTING FLaTRfCFILJNCy & RANG ttaaR/cE1uNG MOUN7tNG GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, ball MOUNTINGCAFLOOR/CEILING MOUNTING 0/4.1') OR DETERMINE MAXIMUM SPAN"L-" FROM SCHEDULE (i OR-) (o OR4-) (..OR-) FLOOR/WALL MOUNTING L+ (ft) L-(10 L+ 00 L-(R) 1+ (0) L-(Jt) 1 t IN l-(R) 6 MAXIMUM SHUTTER SPAN-L+"OR"L-'.FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 30 OR LESS 16'-0" 46'-0' 16"-0" . 16'^D" 30 16'-0" 16'-0 30 16' 0' 16'-0" 105 inf.A.S.D. DESIGN PRESSURE RATING. M1N,MUM DETERMINED SPAN BETWEEN "L+'AND "L-', 35 t4'-101__14'-10 i5'-2- 16'-0' 35 14'-.10 t4'-10" 35 ^».t5._.-•2" i6'-10` 40 13'-10" 13'-1T' 14'-2" 15-2" 40 15-10' 13'-10" 40 _ 14'-2' _ 15•-2_ - (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-•1" 13'-1' 13'-4" 14'-3 45 13'-1" 13-1" 45 13'-4' 14'-3` f NV CORNER CENTERMATE B3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALLMOUNTINGS 50 12'-5' 12'-5' 12'^6' 13'-7" SO 121-5^ 12,..,5* 50 12'-3" - 13'_1"� MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/ FLOOR/CEILING MOUNTINGS: 55 11%.10" 11"-70' 12'-I' 12'.-11" 55 11'-10' 11'-10" 55 it'-1' 11'-11` SHALL BE AS INDICATED ON MANDATORY CONDITION (12 FOR A GIVEN POSITIVE A.S.U. DESIGN PRESSURE ' 60 11'-4' t1"-4P 60 11'-#" i -4 60 10.-27— NOTE#5,SHEET 5. RATING 10'-i1" DETERMINE: 65 10'-10"-.10'-10't 11'-1" 11'-11" 65 _l0'-10" 10'-10" 65 9-5" 10'-1"� _ LI+m MAX.SPAN FOR WALL MOUNTING INSTALATIONS. 70 _ 70'-6" 10'-6' 10'-9" i f'-5' 70 10'-9" 10 8" 70 87-9' 9-a 1.2+= MAX. SPAN FOR FL00R/CEIUND MOUNTING 75 1(r-1" 10"-1' 10'-4' 17-1" 75 10"-1 10-1" 75_ 8,-9" tt EXCEPT THAT MAXIMUM SHUTTER INSTALLATIONS. $O 9'-10" 9'-10' I0_'-O' IO'-9" BO 9'-10 9'-70' SPAN'1+'OR'1.-"LOAD MAXIMUM-ASO.DESING FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE µ-^ 85 9'-6' 9'-6' 9'-9' 10'-5" 85 9'-6• 9'-6" PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE RATING: 90 5'_3' 9'.3' 9"-5" I0"-7" 90 9'...3' 9'-3" - OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: DETERMINE: 1- CONNECTIONS TO KEYSTONE MOUNTING LI-. MAX. SPAN FOR WALL MOUNTING INSTALLATIONS, 9 -' 95 6'.-R' _8'-9"� 9'-2' 9'-70" 95' 9'-0' tl'-9" LIMITED TO +04,-72 p.s.f. AND B'-0" SPAN, SEE L2-m MAX. SPAN FOR FLOOR/CEILING MOUNTING W 100 -9' 8'-4' 9''-0" 9"-7" 100 8'-9' 8'-4" MOUNTING MOON SHEET 7. INSTALLATIONS, 105 8'^7 7-11" 8'-9' 9'-4" 105 6'-7' 7'-11" 110 8'-4" T-7 8'-7" 9'-2' 110_ 8-4" 7'-7" FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 8'-2 Y-3' 8'-4":. 8'-11" 1.15 6-2" 7'-3" SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 'LI+'.."la+". "Lr-'AND "L2-" 120 8'-0^ 6'-11" 8'-2" 8'-9- 120 8'-0' 5'71 I" SEPARATION (4)%GO TO ANCHOR-SCHEDULE WITH FINAL MAXIMUM 125 7•-10' 8.-8- 6'.-0" 8'-5' 12_a 7-10" 6'-8' ALLOWABLE SPAN AND-NEGATIVE A.S.D. DESIGN 130 7'-8' 6'.-r 7-10" 8'-1- 130 7'-8-_,,,• 6'-5" WIND ZONEMINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR SPACING. 135 7'-7" 67F- 7'-9_'_ 7'-9" 135 7'-7- 6.-2" ASTM E-1996 SEPARATION 140 7.-5' 5'-11" 7.-T T-6" 140 T-S 5-11" TO GLASS- -_'- 145 7-3" 5-5- 7•-5- 7'-3' 145 7,-3` 5'-9" 150 7'-2' 5'-7' 71-4" -7-0' ISO 7"-2" 5-7' 155 7'-O 5'_5' Y-.! s"-9" , 155 7.-0. 5'-5" 1 THRU 3 1" _-160 6-11" S"-2" 7'-1" 6'-7" 160 61-11• 5•-2• .1.65 6:-t0".'.` 51-1" 7.-0" _.5.-,47._. —165 - 6'-10" 5,-1". 170 s-s' 4-11•-.-6-11 s-z 170 6'-g' 4'-11' - � 175 6'-T 4'-9" 6`-9'-__6'-0"_ 175 6'-6" 4 9" H V BLADE 180_ _6'-6" 4'-8' 6'-8" 5'-lc 180 B6-6' A-8". (11 185 6'-5" 4'-6" _ 6'-7" 5'-S` 185 6'-S' 4'-6" 190 6'-4' 4'-5" - 6'-6" 5'-6" 190 6'-4' 4'-5" .195 6,-3" 4,-3- 8.-5. 5-5- - .. 195r 6"-3' 4'-3" 200. 6'-2' 4'-2" 6"-4' 5'-3 200 ftf FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) ' 205 6'-i' a'-t` 6'-3' s'-1 205 s'-1' J� ,� 7. • ' WI \L '2 '! 172017 TILTED°,INC. @ 2017 EASTERN METAL SUPPLY, INC. •''', ' Ng)ENS - 1 BEFITHA HV TM - • c c A A■S■S1.A■ Accordion Shutter System Tr f ;: I f L I E C V INC. RV, RADE#i W/OR W/0 KV.WI D3W BLADE Y "4 � : i TILLIT TESTING & ENGINEERING COMPANY American 'Shutter-Systems REV.No.... DESCRIPIJON I DATE DRAWN BY:Mt&Y./t"I._ �ry �- ;++C.'�"\\ Association, Inc, I OLD 15-085 07/27/17 GA1W '07/27/17 J"• " ci \ 4355 IJ W.StIth St,S! SOS WART.CAREENS,.FLOR(U 33166 F \ 4268 Westroods Drive 2 en'oNA�.•r\Sti`4 Phone 005)871-15306®9Lc(43a5)e71-tsa/ West Poim Beech, FL 33407 DRAWINC No ••• Iit1 WALTER -C00AL 57$9 .P,0. 17-107 ,r,' FLORIDA Lic.S 44167 5 SHEET PI, SEAL751d4,g1TURE/DATE E 11 OF 20 MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, A.S.D. DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE eNGHORS SPADING F(Fnm BLOCK INSTALLJONS POURED.CONCRETE (SMI MOUNTINGS A.e,C,0 AN ON59 r 6) POURED CONCRETE/CONCRETE BLOCK TAPCON OR �AtMtUM ®WALL H AU MOUNTING ®WALL HEADER MOUNTING CO.WALL,HEADER MOUNTING (nWALL 200.OUNTING @WALL SRL MOUNTING ©&O WALL HEADER/SILL. TAPCON WITH ADVANCED /'( W/ ICS W/u$ MOUNTING THREADFORM TECHNOLOGY ot.) ASA.DE=MIME PRESSURE W88G ty4AA.SA.NSEN IEFAIDE Pfd RATING(p9AA5.0.DEGGN MGM RESSURE RAM(6A115A,OMR NEGONE'%�SrtEr MOM Psi)ASD.1111GN AEGINE_PRESSURE MK(p0AAS0 DE9l7fTh ATNNE PRrSARZ RAMC(740 ALL POINTS SOLID-SET 30 40 60 75 0 10.1 0 205 30 40 60 75 ,90I 0 160 205 30 40 60 5 0 1 01.110.205 30. 40 6075 90 120 160 205 30 40 60 5 90 120 160 205 0 4 60 75 -9 120 160 205 BLUE TAP 14 12 ID 6-s-74 12 10 9 6 14.'12:'10: - 6 6''14 12 10 9- 6 8 .6-- 14 X12 10 '8 '8.5.5 8 7 55 3,-0" 14 12 10 .. 6 14 12 10 9 6 .14 12 10 8 '6 14 12 10 9 8 8 6 0 14 12 10 8 6 6 8 8. 8 TAPPER+ OR LESS,14 12 10 5 14 12 10 9 6 14 12' 10 6 6 14 12 -10 9 8 8 6 3 '14 12 10 8 6 '8 8 8 6.5 14 12 10 6 14 12 10 9 6 14 12 ,0_ 6 6 14' 12' 10 9 8 8 6. - 14 _12 10- 8 8 6 8 8 7 14 12 10 4 14. 12 ,0' 9 8 14 1210 6 6 14 .12 10 9 8 7 - - 14 12 10 7 5.5 - 7 5.5 4 4,-O• 14 12 ,70 - 4 14. 72 10 9 6 14 12 10 6 6 14 12 f0 9 8 8 5.5 - 14 12 10 8 6 6 - 8 8 8 14 12 10 4.5-7- ,412 10 9 4 14 12 10 8. 6 14 12 10 9 8 8 - - 14 12 10 8. 6 - 8 6.5 5 14 12 10 6 4 14 12 10' 9 6 14 12 10 6 6 I4' 12 10 9 8 -8 - - 14 12 70 8 6 - ._ 8 7 5.5 14 12 10 4.5 - 14 12 10 9 3S 14 12 10 ' -6 16 74 12 X 10 9 7.5 - - - 14 12 10 7.5 55 - - 7,5 5.5 4 3 *.SEE..ANCHOR 5,-0" 14 12 10' 4_5 - 14 /2 10 9 3.6 14' 12 10 6 6 14 12X10 9 8 7 - 14 12. 70 9 6 6 - --- 8 8 8 8 14 12 '10 5.5 - 14 12 10' 9 4.5 - 14 12 10 �6 :5 14 12 10 '9 8 3 74 12 10 8 7. - - 8 7 5 -4 SPECIFICATIONS 14 12 10 8 4 14 12 ID 9 . 6 3.5 14 12 101 6 '6 14 12 10 9 8 - - - 14 12 10 6 75 - - �.._.-:..8.7.5'5.5 4 ON SHEET 13 14 12 '10 5.5 3 - 14 12 10 9 4.5 14 12 IS 6 6. 14 12 9.5 7.5 4 - - 14 -12 9.5 75 8.5.3.5 - - I 7.5 6,5 4.5 3.5 - 6,-0. 74 12 ,0' 5.5' - - 14 12 10 9 4.5 - 14 12 10. 6. 6' t4.'12' 10 9 8 4' - - 14 12 10 9_ B 8 4 8 8 8 8 7.5 I4 12 10 3 - - 14 12 10 9 - - 14 12 10 5.5 3,5 14 12 10 9 4.5 - - - 14 12 10 9 7.5 4 - - 8 7.5 5,5 4 3 14 12 10 5- -14 12 10 9 4 - 14 12 10 6 5.5 14 12 10 9 5 - - - '14 12 10 9 8 4.5 - - 8 8 6 4.5 - • 14 12 10 4 - - 14.12 10 9 6.5 3 - 14 12 10 a 14' 12 84.9 - - 14 12 8 6.5 5.$ - 83'55 4 3 - 7,-0. 14 12 10 4 - - 14 12 10' 9 '6.5_ 3 - 14 12 10 6 - 14 12 10 9 6 - - - 414 12 10 9 8 7 - - '8 8 8 7.5_6 74 12 70 4.5 - - 14. 12 10 9 4 - - 14.-12 10 4 -• 14 12 10 5.5 - - - 14: 12 10 8 6.5 - 8 63 5 3.5 - I4 12 10 7.5.3.75'- - 14 12' 10 9 6. - - 14 12 '10 6 - .14 12 10 6 - _ - 14 72_- 10 8.5 7 - - 8 -7 5 4 14 12 10 5.5". 3 - 14.'.12 10-9 4.5'. - - 14-12 .IO -- 14 11 .7 -- - - '14..'11 7 5,5 3.5 - - 55 4.5.3.5 - - 8,-0• 14 12 10 5,5 - 14 11 10 9 4.5 - - 14 12 10 14 12 10 7- 4 - 14 12 10 9 8 3 - - 8' 8 7:5 7 4 ♦SEE LIMITATIONS OF USE EOR 14 12 10 5.5' a - - 14 12 10 9 - - - 14 72 10 55 - - 14 12' 85 3 - 14 ,z 85 7 4 "7-5.5 4 3 _ 1A BLADE ON SHEET 19 14 12 10 9 5 - - - 14 12 10 9 4 - - 14 12 '10 73 6 45 - 14 12' 10 6.5'4.5 - - - 14 12 10 9' 75 - - - 14 12 't0' - - - 13 9.5 4 - - - - - 1J 95 6.5 5 - - - 6.5 S 4- 3 - - 9•-0. 14 12 10 6.5 4 - - - 14.12'10 9 7.5 - - - 14 12 10 - - 14 12 10 5 - - - - 14 12 10 9'5.5 - - 8 8 8.5 6 3 14 12 8.5 4 - - - 14 12 10 9 45 - - 14-12 1p, 7.5 - - - 14 77.5 4.5 - - - - - 14 11.5 7.5 6 - - - - - ,4 12 10 6 4 --- - - 14 12 10 8 7 - - 14 '12 10 8 .._-- -1- 1412 5 - - - - 14 12 8 55 - - - 8 6.5 5.5 4 14 12 9.5 5 3.5 - - - 14 12 10- 9' 5.5 - - 14. 12 10 8 - - -1t 1.5'85 11.5 8.5 5.5 - 5,5 4.5 3.5 - - 10,-0•14.12 9.5. 5 35 - - - 14 12 10 9 5.5 - - - 14 12 10 8 - - - 14 12 7 - - - - 14 12 10 7.5 5 -- - - 8- 8 8 7.5 4.5 14 12 55.3 - - - 14 12 '10 6 3 - - 14. 12 10 14'71Y 14 ,2 7 - - - - - '74�12 10 - - - - -• 14 12 10.' - - - -A0.5�8 - - - - - 70.5 e 5 - - - - 5. 4. 3.5 _ _ _ 11,-0„ 14 12 7 - - - - 14 12 10 - - - - - 14 12 10 - - - - - 14 12 5 - - - - 14 12 10 - - - : 8' 3.5 8 -8__7 - 14r12 4 - - 14 12 10 - - - - - 14 12 70 - - - - -.12.59.5 - - - - 12.5 9.5 6 8 S 4 J - 14- 14 12 5.5 14 12 5.5 - - - - 14 12 10 - - - - 14 12 10 - - - - -,14 12 4 - - - - 7 4 12 f 0 8 8 8 6 .3 12'-0".- - -- ___ - - - - 14,12 3 - - - - -- 14 72 8 - - - -. - 14 12 10. - - - - - 715 6.5 ' 11.5 8.5 4 E HV BLADE OR CD HV BLADE 14 12 8 8 8 45 - - 14 W/ * HV WINDOW BLADE WORKING IN UNISON � _ 4 3 -:-14,-0• 14 12 14 12 - - - - I4 12 - - - - - 14 B - - - - 14 e B 7.3 4 - 5 14 11.5 14 12 - - - - - 14 12 l - 14 15'._0^ 14 - _ -- _ . _ 14 .. 8 45 3,5 3 - - i/ - 74 - 16'-0• 14 _ _ _ _ - t4 ^ FLORIDA _ ,� //,</e/=-„,... B 7 4.5 - - - A BUILDING CODE(Non High Velocity .Hurricone Zone) 11i1y,,Q`' ... 02077 T7LTECa,INC. (9 2017 EASTERN METAL SUPPLY, INC_ • '\NC ENSF 4y BERTHA HVTM i . /_IILIE:COINc. \ A■'S, �A, Accordion Shutter System H•V. BLADE#1 W/OR w/0 H.V. WIDOW BUM -6 i (T/C) *�� TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems U V.Ne DESCRIPTION BATE : DRAWN BY: LC. 0; A61H "` � ` 6355 5.6 36th.Bt..5le 355 5790766 CAROMS,FLORIDA, 33166 Assoctatlon, Inc. 1 OLD 15-085 07/27/17 5415: 07/27/17 c,T �' Phone:(305)871-1530 Fax;(305)871-1531 4268 Westroods Drive -2 IDK..•', 11 o-rrma. ueeo0uol.cOrn DRAWING No =s �� •,� 111 EB0006710 West Palm Beach. FL 33407 3 -- /QNAL Eta''..'I WALTER A.MLR Jr,P.E. 4 1��' 0� FLORIDA Lie.e.44167 P.E. SFA1f9iQNAi(JREJDATE 5 SHEET 6 12 OF 20 . MAXIMUM ANCHOR' SPACING (j17.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.S.D.DESIGN NEGATIVE FRE UREJAING_ND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS 1,ANCHORS TO SUBSIR?I SHALL BE AS FOLLOWS: (SEE MOUNTINGS E,.G,W H ON SHEETS 6 k 7) POURED CONCRETE/CONCRETE BLOCK POUTED CONCRETE (A) TO EXISTING POURED CONCRETE(Min. Fc -•3 ksi) mamma °WALL SILL MOUNTING ©CEILING MOUNTING `I FLOOR MOUNTING - I/4'o TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY 1.1.W.BUILDER.(Min.Pc= 3 Ici) AN.CHORS SPACING I FGFND - I/4A:3/4•ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. (Mln, f'c w 3 Lsi) 00 D..DES'7I,NI.MAE PRESSURE RATING__i SD.0E9174 NEG16'E P15551WE,011515 5.DE9UI.AEralh(P115 RARXG(•.1 - - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURE BY FLORIDA.FASTENERS DIRECT.INC.(Min.Fc 2 kni) TAPCON OR 1/4"m TAPPER+ANCHORS AS MNAIFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW, BOLT&.-SPECIALTY 30 4D 60 120 160 2D5 3D 75 BD t20 155 ZD 60 75 ,60.205 TAPCON YlITH ADVANCED COMPANY OR ANY OTHER APPROVED-LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION;INC. 14. 12 10�� a '6.5.5 44 9 a -8 6. 6,� 10 '9 •' :Y 6 6, THREADFORM TECHNOLOGY (Min.f'c= 3 ksi) 3'-0" i4 II mEI e Ori ie 6 IlA= t 010100 ALL POINTS SOLID-SET OR HESS ; _9a ��������0 ��� BLUE TAP lY/CAPNOTES: 50Al) NININUM EMBEDMENT IMO POURED CONCRETE OF TAPCON CNi TAPCON WITH AWANCED 7HREAOFORM TECHNOLOGY ANCHORS AND TIPPER+ 9aTAPPER+ ANCHORS IS 1 3/4PND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. �m1331111311131313 ODA© tMm0 r A.2) MINIMUM EMBEDMENT OF t/4.0%3/4'ALL POINTS SOUR-SET ANCHORS$HALL BE 7/6'INTO THE POURED CONCRETE.NO EMBEDMENT � ���®®®������ ®� IMO 57UCC4 SHALL BE PERMRAED. 1/4.0-20 55 MACHINE SCREW USED SHALL BEH 1/2'LONG MINIMUM SHOULD STUCCO �ff� a t,1N� N •SEE UHR ric GF 115E FOR MST,AND I MINIMUM FOR WALLS WITH NO STUCCO. t�IL' UU IYtUQ]DR ® a1 V.V1E 111 CN SHEET 19 5'-0"E �� �� ® , Q M" ®��• g�©®© A3)IN CASE-THAI PRECAST STONE;PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOD„ ®®95®���a � ; a��m�� 17 B ' ®� ANCHORS SHALL ) LONG ENOUGH 10 ATICH THE MN STRUCTURE STEW I SAID WALL FINISHES.ANCHORAGE SHALL;BE N(NEO ON �L7 ©© FFF��7 iiLL„ NOTES'Al)h A2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WISH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER FOR ppp INSTALLATION INTO ETES WITH METAL STUDS SEE SHEET 20. B'-D"I IIMB IfIWEIF�1 B ® ` INELMill�B a s:s-- HBO C1�m�00Qp01® OMF7F3t7 t0.BS (B) TO FASTING CONCRETE BLOCK:(ASTM C-90) ®®Q� ®® Q®�©®mp�®10 a Wit - I/4"0 TAPCON OR TAPCONPOINTS SOLID-SET ASE CED ORSAS S TECHNOLOGY ANCHORS,AS MANUFACTURED& EC LTV.OMPANY. 7-0" -w �� m®BB[7if��iBk7�EH i0 55 C p® - 1/4'0•UE4T ALL POIRET SA /ANCHORS.AS DISTRIBUTEDMANUFACTURED BY ALL POINTSIDA SCREW,.BOLT IR SPECIALTY COMPANY. 14 ® O - 1/4•9 BLUE TAP CONCRETE ANCHORS W/CAP AS wWUFACTUREO BY FLORIDA FASTENERS DIRECT, INC. 1s-���f;�+ ® 0® E� ® 0- - ,/4'0 TAOPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS. INC.•AND DISTRIBUTED BY ALL POINTS SCREW, BOLT k SPECIALTY ®®��������� ; ®® ���� 9 � ®® COMPANY OR ANY OTHER APPROVIII LICENSED OR AUTHORIZED VENDOR REGISTERED W1M THE AIAFFC0.N.SHUTTER SYSTEMS ASSOCIATON.INC. 8'-Op NOTES: ME ®�Q ilipm. Pi 1111 Q 1Eftt� RI) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TA PER+ANCHORS IS I 1/4•AND 1APCON ElliiE*HEI iEl® ` MN B®���11BR1 WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS T. ® 14 ® B,2) MINIMUM EMBEDMENT OF 1/4•c x]/4'ALL POINTS$OLIO-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 9-U"�r �y®��[[[�� O ��m ®II - 4.5®� EMBEDMENT INTO.STUCCO SHALL BE PERMITTED. 1/4.0-20 S.S. MACHINE SCREW USED SHALL,SE 1 1/2"LONG MINIMUM SHOULD STUCCO 14 ���® �N�� I�®��I�03 5 465 EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. IILS �N 6 ©0 SE 8.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS,PAVERS CR ANY VENEER BE FOUND ON THE EXISTING WALL OR MOOR, 10 O� 14 3,5 t3 9S ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES..ANCHORAGESHALLBE AS INDICATED ON 103 H�®e -14 112 ae�����no����a� NOTES B.N A LATI ABOVE.FOR ON VINYLEESIDING OR IDES WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER 1 54 © FOR INSTALLATION INTO CPS WITH METAL NSTUDSONSEE SHEET 20. 11,_D.14 mmtTri �0 I�•7 10.5 ER©DO COW �a (C) ANCHORS SHALL BE INSTALLED.FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. a3 Nall le■o11EIIMM e®aB ��orio (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(EA:)'VERSUS SPACING RELATIONSHIP FOR ANCHORS. 0011111 ©®O� EDGE DISTANCE VERSUS SPACING $CHEDVEE FOR ANCHORS: 12.-0.1'�.. OiaO�� entgass Q ,nq AT MUM ANCHOR SPACINGS ARE VALID FOR EDGE°STANCES INDICATED BELOW.FOR E.D.LESS THAN THE INDICATED,REDUCE- ANCHOR SPACING �wq���O�®�,•. © r =um 101©Q�m p BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. E A®��OO®05©�®© 01pII�®O��Q��a REDUCED.SPACING°BURNED USING FACTOR SHALL NOT BE LESS THAN IAIN8A114 SPACING INDICATFX FOR EACH ANCHOR TWE. 0 4 OEl Il.5 ©g®O .- FACTOR. .. 1S-0- ��•.� O�a © 4 .3 0 Q ACTUAL TAPCON TAPCON I'M ADVANCE° ALL POINT SOLID SET BLUE TAP W/CAP TAPPER + ee . ®aaea + 4 a 0 ■V B _ R OICTANCE THREPDN.SP TECHNOLOGY MIN.SPACING IIIIIIolvIMPII® I00111a11t�t� MO.SPACING=3 MIN.SPACING m 3 NTN.SPACING= 3 112 MIN,SPACING -3" 3 7/4' 4' 14'-0• ® ■■ m BIJ4D_ POURED CONCRETE h Run 057E COtKFE7E gyOC POURED CONCRETE A POURED CONCRETE kµxy�p arga7E WNgtE7E gWC ID® ©Q 000©©� '�, QO _.7� CONCRETE BLOCK 1d1�•3 1/1•LTH,E0,2 1/2CANCRETR BLOCK CONCRETE STOCK MN ED..]I/2.MN ED.•21/2• 1.5Illw• a®e®� �aa���B�e� l4.' V A I �.} LIHEto lL0.E0.7131!2• Mti ED•]• ,r T (®� L© BLADE WORKING 3' ,•o _._090 T o o.�e ,.o o.B4 ,,o 15,_o'®0 roma©©q m 0 m0 2 1/r o.e, 1.0 - - o.a7 1.0 OVABAO MI 9.5 a i�OB�©D B IN UNISON ♦ - - ®M®�eG D,5 mmeeea �e gall® 2' - 0.91 - 0.43 15 .` 5 I.3/2" - 0-91. - - - 0.63 = _.M. 12 t Iti•�071nt�0 5 11:11112111111M , 1/2• 0.35 0.35 I -o" olv-- - 13111:311131111111111:11 - - LAM 5 - 000 _ - IRAfilly7 _ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 5iiiF AN�c• Ti/.= 00017 TLTECO.INC, ©2017 EASTERN METAL SUPPLY, INC. 0a - .• /j� BERTHA HVTM L1GEIyS+�v9A•S•S A Accordion Shutter System *;!l O?Di T / I I L I E C O I N C. • • . ■ i tv ata.#1 ww/oR w/o H.v. wr�ow DI XE. -�� TIWT TESTING & ENGINEERING COMPANY American Shutter Systems- .' ,E .DESORPTiON DATE DRAWN BY: LC. •p'" 4TA1E OF ;•*. 6355 11w.Demm sc.sl 305.155 0"GARDENS,FLORIOS 351.: Association, Inc. © OLD 15-085 =091St 07/27/17 4266 Westroods Drive �N � .:�.0% 0-.0: Phone (S05)871-1530.Fox:(sos)B7 t-153+ DRAWING No •., pRlpp 4y 11 a G0067ROI.com West Palm Beach, FL 33407 17_107 LS' 1 Ee-noos719 ��[[11 .1. HT1 WALTER A.TILLS Jr,P.E. 4' V/QWNG\�H� FLORIDA Tic./44167 5 SHEET P.E. ST1 ATL7ff[ DATE 6 13 OF 20 MAXIMUM ANCHOR' SPACING Un.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, AS,D DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE QR CONCRETE BLOCK INSTALLATION$ (SEE 65005055 L J.K&L 014 SHEET 7) POURED CONCRETE POURED CONCR CONCRETE BLOCK ANCHORS SPACING LEGEND I WALK OVER& 1 1 04011 muum U 0RAINGUARO MOUNTING ©WALL/FLOOR MOUNTING ©WP11/Y7ACC OVER MOUNTING TAPCON OR SPAN MOYNTAG 8 .._._..-_SE. (N .S.D.Of&PI SPINE PRESSURE KWIC(Tc1 S.O.OESIGM At ATNF PREST Sc R41D6 ASL.D61a1 REGADVE PREWIRE RAM -:ASD.OGS/31 NEG1m4 Pfd RE WING(Rd TaPCON WITH ADVANCED 30 90 30 40 X120 760 205 4o uo 100 . 30 40 -6o as THREADFORM TECHNOLOGY 14 ���6 ���12 12 ®®1.5 0.5 e7 7 ®� 7 7 5 5 5 'S ®®� AU.. 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H11,00 N RACE .�1 /1J TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems RLy,NoNo DESCRIPno11 DAIS DRAM 501 LC ` r ,' `P•• 0355 H.W.365 Sl.Sta.365,HR555 51003,$,ilORW]vbE Association, IOC. 1 OLD 15-085 07/27/17 0A1E 07/27/17 0,,•�.� Phone:(305)971-1530.fn.:(305)871-1531 4268 Westroods Drive 2 DRAWING Na ET.'•:. 0-moa:mw<oaaa.<om West Palm Beach. FL 33407 ;8-0006719 17-107 7_1 07 s'ONAL ENG�111' WALTER A. LL1T Jr.P.E. RORIDA Lic.44167 s SHEET P.E. SEAV316NAYURE/DATE 6 14 OF 20