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HomeMy WebLinkAboutProduct Approval (2) ` b S H U T T E n C OR P OR AT l ON 12980 SE SUZANNE DRIVE. HOBE SOUND, FL 33455 PH: (772)-545-3300 FAX: (772)-545-3297 Property Information Building Information Owner: Laura Hardin Wind Zone: 160 MPH. Address: 12358 SW Harbour Ridge Blvd Exposure Category: D Palm City,FL 34990 Minimum Building Dimension: 45 ft. Mean Roof Height: 30 ft. Risk Category: 11 Design Pressure Calculations Opening ILLocation IFDevice Device Device Max Positive Max Negative Number Zone Width(in) Height(in) Elevation (ft) Pressure(psf) Pressure(psi 1 Int 41 69 7 43.8 -47.7 _... ...................--------......._..................----_.............__....................._..----_....................._....._._ ._.__ ........._--..____....__....._.....__............_......__ ..................------...._.... .............._..._..._....----.._..._...._..........._................. 2 Int 44 45 7 44.9 -48.8 Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.61h Edilion(2017)Florida Building Code. Page 1 of 1 Florida Building Code Online Page 1 of') ... zi- BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links . Search b _ I Product Approval i 9 apps,USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail #r FL# FL389-R9 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561)209-8263 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 12/31/2018 Validated By John Henry Kampmann Jr. : Validation Checklist- Hardcopy Received Certificate of Independence FL389 R9_COl,_AMERICAN SHUTTER SYSTEM ASSOC„--INC_DRAWING 17 107 CERTIFICATE OF INDEPENDFNCE_PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC._INC._ DRAWING 17..106.._CERTIFICATI-ON OF INDEPENDENCE 1 .PDE EL38939„_COI,,,AMERICAN SHUTfER._SYSTEMS__DRAWING 17.108_ CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By https://floridabuilding.org/pI-/pr_app_dtl.aspx?param=wGEV XQwtDgvYYF[H2vJvx53 Mws... 1/3/2018 Florida Building Code Online Page 2 of 3 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products FL At 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:NoFLS89 R�II AMERICAN SHUTTER SYSTEMS DRAWING Approved for use outside HVHZ:Yes 17,-108,..._BERTHA,_HV,_A000RDION_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_R,�AE_AMERICAN_SHUTTER SYSTEM SDRAWING 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 and 8'-11"for 62 psf, 9'- Created by Independent Third Party: Yes 11"for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Nan-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 SYSTEM.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.s.f negative ASD load depending on centermates and Evaluation Reports locking rod configuration for the HVI 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 INC. DRAWING 17-107 PRODUCT OF EVALUATION 7'-0"p.s.f.for metals stud mountings and 8'-0"for 110 REPORT.PDF p.s.f. for HV1A working in 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- (top and bottom)for storm protection 106 Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC., Approved for use outside HVHZ:Yes INC..,.DRAWING 17-106 BERTHA HV_ACCORDION_SHUTTER 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 REPQRT.PDF Created by Independent Third Party: Yes Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida ::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: httpsI floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53Mws... 1/3/2018 Florida Building Code Online Page 3 of 3 ® 91 MA Ford Credit Carr: Safe https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53Mws... 1/3/2018 GENERAL NOTES: I. BERTHA H.V. ACCOPOION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.O.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th 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 WINO 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 THC ABOVE CONDITION, ULTIMATE OESION WINO LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.O.DESIGN WINO LOADS AREA 1: HV BLADES n & BY MULTIPLYING THEM BY 0.6 IN ORDERIO COMPARE THESE W/MAX. (A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 71 THRU 15, 19 & 20. GENERAL NOTES SHEET i IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D., AS TESTED,WERE NOT OVER STRESSED,A 33 F INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS to USED IN THEIR SYSTEM COMPONENTS 1•-20 SHEET 2 ANALYSIS, HOWEVER,A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD, SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEOUACY FOR WAND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE(D 00214.01-03, #0715.01-03, #1004.01-05, #1214.01-05, #0317.42-06,#0609.01-10 AND#0210.01-11 AS PER TAS-201, TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886R9 EA 2: HV BLADE IPI AND HV WINDOW BLADE tA, 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 Af EUCABLE) -HV WINDOW BLADE Q #0505.01-08 AS PER ASTM E-1886 AND E--1996 (MISSILE LEVEL D,ONO ZONES 1,2,3) BASIC PROTECTION 014LY AND#0725.01-86 AS PER TPS 202 PROTOCOL, TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 2. HV BLADE(' AND HV WINDOW BLADE (9 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL UMITATIONS 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#141,2.75"AND#14x1.75"RESPECTIVELY, 410-HT MINIMUM SERIES CENTERMATE DETAILS IIV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ks!TENSILE STRENCTH,PINS SHALL BE COATED WITH BERTHA HV DACROSHIF.LD COATING SYSTEM AS MANUFACTUREO BY APPROVED CENTERLIATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION,PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL -175A ALLOY.EXTRUSIONS SHALL BE ALUMINUM ASALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM STRENGTH FOR 6063-Tb ALLOY 1S 30.tl ksi AND 35.7 ksi FOR ENO CONNECTION DETAILS I-S, CONCRETE./BLOCK SHEET 10 b005-75 MAXIMUM SPAN TABLES SHEET 1! ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 5,ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 kv1 MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 14 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR ASI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FDUCWI14G SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE(): 12.13,14.15 AND 20 INSTALLATION DETAILS M-R, WOOD SHEET 16 M+BLADE O&6 WORKING IN UNISON: 12. 13& 15 INSTALLATION DETAILS S-X, WOOD SHEET 17 8. THIS BERTHA N.V. ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT#6'779,582.COMPONENTS OF THIS APPROVAL ARE COVERED. IN WHOLE OR IN PARI BY U.S.PATENT #5'458.1 79 158UE0 TO EASTERN END CONNECTION DETAILS 7-12 & X, WOOD SHEET 18 METAL SUPPLY,INC. AREA : HV WINDOW BLADE L1 ONLY 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS Of THE STRUCTURE WHERE SHUTTER 1S'O BE ATTACHED i0 INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CAULK All SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET L 10. EACH UNIT MUSTBEAR 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 NO C£NTERMATES AND ENGAGE OR LOCK ALL HV AND NO LOCKS. AREA 4: HV WINDOW BLADE )ONLY 11. SHUTTER MANUFACTURER'S LABEL.SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE INSTALLATION OETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 12, BERTHA M.Y.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS AN'BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13. (o)THIS P.E.O.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE.SPECIFIC PROJECT:i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.£,D..PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT,CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c) THIS P.E.D.WILL BE CONSIDERED fWAUD IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E,D.ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SMALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVILY1. (e) ORIGINAL P,E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AMD SIGNATURE OF THE PROFESSIONAL ENGINEER CF RECORD THAT PREPARED IT. =I;"t'IT!'-', FLORIDA BUILDING CODE(Non High Velocity= Hurricane Zone; 11M';� r'0.. 1�„aV C 2017 EASTERN METAL SUPPLY, INC. 11 ~ ,^.2017 TILTECO.INC. �.• "..''� - BERTHA HVTM! "ss A +� A Accordion Shutter System iL E c o ITN.. ' rtu eLapE#1 w/OR w/o ftv wlr4cax RAM } TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems EV.N DESCRIPTION DATE DPAW1 BY: L.C. T, ITA-APAssociation, Inc. I OLD 15-08517/27/1'. DATE; 07/27/17 #`x%ti e3ss++.w.3E`.n.sv.,sl,.Sas,wxc..0 diaDx�s.nart 331s 4268 WestroDcls Drive 2 tam.:.' ;*'' Proe<:!3Ds)6r,-!S3p.Fo.:(3D5)Bn-1531 DRAWING No _ -i mcll;t;uecoaoo-.cam West Pelm Beoch. FL 33407 3 j.�_,�b.7 •"`rV/+ T•}}e K, M1141 .vst TER iLhi,.n.E. 4 �if14 FLORIDA Lic. 44167 5 SHEET P.E. St'.AL/SfTif4t�URE/DATE 6 1 OF 20 t • •'3-C fCR KY'.aC'N 6lME N •ARIES 5. 18" 1,;491___ -X2iti'u,•. U. oma'' ariZi I _.�..__ 1.91-.;,5,�• _. 4.385 1`HV SOLID BLADE HV 9O'/1&0' STARTER (3HV UNIVERSAL FLOATER CGVEP.E ° X456+.79 9" QUALIFIED F\OR USE W/ QunuFlED POR USE w/ HV BLADE i HV DIRECT MOUNT HV BLADE{`: IZ� HV WINDOW BLA�DE' 6005-T5 ALLOY AND TEMPER QUALIFIED FOR US ;V 6063-T6 ALLOY AND TEMPER 'SEE LIMITATIONS OF USE OF BLADE �'.�Y ON SHEET 19 ` I .373[ o 6063-T6 ALLOY Alb TEMPER6063-T6 ALLOY AND TEMPER ;_.....3226 ._ .1��4_`.., 1==:'-�-=-c_=1 t (TYP•) ,.(i7�� n. 2 670'...._._._ a 99 I-AAAA.___570 1.0"0 t 670" 2.2 1&a2 26' r re n - i ) of € ..-••—�o' •'I 072 � �� I 1.897"..—_n_ ni � r'��t• c 1815" 2.09<"' 7� -�. vg L—. --------...._.........' �;HV ADJ. ADAPTER W/LIP -- ,�'�...._ 0. 7i" � .J.420 ' QUALIFIED FOR USE W/ HV C\!HV WALK—OVER TRACK ,--. - - -- . 6)HV ADJ, FLOOR TRACK BLADE(,t_`j QUALIFIED FOR USE IN/ Hv l 9?HV TRENCH TRACK j 6063-TG ALLOY AND TEMPER BLADE t};6 QUALIFIED FOR USE Yr/ HV -� QUALIFIED FOR USE W/ HV 5063-16 ALLOY * TEMPER BLADE.71 (10 HV RAINGU,ARD BLADEi1) 6063-T6 ALLOY AND TEMPER QUALIFIED FOR UzE W/ HV 6063-T6 ALLOY Af(D TEMPER VARIES _ , -5 6063-T6 ALLOY AYJD TEMPER Ic 2.436 BLADE:1: I /AR 1.435 o �........_.__� •m t' of of r._._ -�e34 .T_..._"'��..F 083" C93• , .tGO" — vl _AAAA-_YT iu ;670 60 0. 0. 40.2 I I67 .0 _Cy 1.686" 0 4th$• :670' I .x,5.20".....-._..._ AAAA.—_.,.-,3 .4:. � ._.._.:5.529 11; HV CEILING HEADED? (t 2 ,k1V HEADERISILL t`- HD CEILING HEADF,R�$tL -­3 - 9=.13' t QUAUFIEO FOR USE W/ HV BLADE. ,ONLY, QUALIFIED FOR USE W/ HV BLADE(I)ONLY EADER SILL ,- ND WALL 6063-T8 ALLOY AND TEMPER*- y QUALIFIED FOR USE VI/ HV BLADE t 1; {i 4: H 1 SEE SECTIONS FOR VALIDITY. SEE SECTIONS FOR VALIDITY. UALIFiED FUR 6063-T6 ALLOY AND TEMPER 6063-76 ALLOY AND TEMPER, E,II ONLY. x 6063-T6 ALLOY ANO TEMPER TA Y COuPONENi A 9 it T2 i Y. t AfK X MK Y MN.( 2 2 ;0.12 rj " ' " 5" 15"MAX.: 1/8" j 1/8' � 3" i_., 1:0.040" (1-1k, ! 2- 5`MAX:0.192-;OA92" y I I.16; SIDE ANGLES M 1 011ALIFIED FOR USE W' HV ALUMINUM ANGLES s� 2s" L+Ax.iD.;9o' o.+9D" 124'' CORNER POSTS i ) QUALIFIED FOR USE W/ HV BLADE 11': QUALIFIED FOR USE R;/ HV ---I-•----i— 6pE t�, 6063-T6 ALLOY AND TEMPER BLADE v ONLY. !�, 2" 5"VAX• 0.139' ;0.131" 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER aasarsfsr-, FLORIDA BUILDING CODE(Non High Velocity Hurricore Zone; }}I}}It'°{ T i��p`µ'"r•, *2017 TILTECO,7NC. x'2017 EASTERN METAL SUPPLY, INC. - ,}s,�� •.'ti�crv -" BERTHA HVTM �` 2 A.S.S.A.S.S.A� Accordion Shutter System t•.,, q q „ ate i L E—co ,V N G. N.V. BLADE#1 W/OR W/Q H.V.WINDOW MADE TILUT TESTING & ENGINEERING COMPANY American Shutter SySfemS Ev.—VNOCSCRIPTION DATE I CRA,,,v 6r: L.c. 'Si f )f. d53i tl.tM.SNI,.Se,Ste.365.Y.=Gt:'u C+.R6F:+5,rlORt'+3116 Assoc oflon, Inc. I OLD 15-085 7/27/11 DATE: 07/27/17 "• ---=�= Plmn,:(305)817-5530.ro.:(3o5)s71-+s37 426& Rrestroads Drive 2 DRAWING NO .• r}W •- at:ea}o�a-000fine c�o).co West Polm Becch, FL 33407 s 17-107 ••.. ... �� i5Ee — WALT A. PLOT 3r,PPX. 4 q T RGitOA LK.#44167 5 SHEET P.E�`SEAI jSjG Jv�'i`�2E/DI.TE 6 2 of 20 a._660'__._. /A'20 13 DaEfDED'l -20 E HOUSING ENIMEL 11 10 P1111111 5 EE Lmss C_,Or S=I," ERSN"NOCR &KEYS(CRvvc Sr PLATED) z"'SG) '?2) HV FLOATINC HV LOCK OUALIFIE E HV B & 0,\'LY CENIQMAJE 0 HV EGRESS LOCK 600-T6 ALLOY AND TEMPER ED FOR USE W/ HV BLADE(I)& QUALIFIED W/ HY IE ADEM E IA:ONLY g z FOR USE OU'ALIF 0 FOR USE W/ Fiv 6063-76 ALLOY AND TEMPER BLADE F_1)& , I a -k !:A)ONLY. BLADE J ONLY HV CORNER CENTERMATE 0'U FOR USE W/ HV BLADE;I)ONLY O'n, 6063-T6 ALLOY AND TEMPERPL40VOL • _51 F g.HE�D _L ',"360-ArTER RIVEtIW; V1/4"0 SEFORE '�IVETINC, -20 x 3/4 S.S. THUMBSCREW 1/4"0-20 RIVNUT* *SERIES 9444 ALQIANUM(2074-T3 ALLEY)LARGE FLANGE THIN VHE;7 N'U1SERT -Oio, TURED By ANDEL .ur CHERRY __4V-Y - FRONT ELEVATION rz& HV MALE-.-T- LOCK CENTERMATE C PPETIT.-Te� �,�.070.54 OR ED 'i7') LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FORUSE W/ HV BLAa,rn;6NLY HV-FEMALE "T A�IAV ALTERNATIVE)LQ_C�1, LOCK CENTERMATE HV -T- LOCK QUALIFIED FOY? USE W/ HV BLADE 170 ONLY 6063-T ALLOY AND TEMPER QUALIFIED FOR USE W/ FiV BLADE t,T'IONLY QUALIFIED FOR USE L QUALIFIED FOR USE'AV/ FIV 6063-T6 ALLOY AND TEMPE,R 6063-T6 ALLOY AND TEMP,R�, WIR-1 BLADE 1;ONLY. j)Gllly � 1 1.9.41 17' 3.161 .061, 7 JPT �--TI-iUMPtURN —1-PA CYLINDERap Key CYLUICIER _j 875-0. L .405 s ,3i HD CENTERMATE W/ NO LOCKING ROD HD CENTERMATE wz , 1i m �-C, 5� LOCK ROD QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADE,'I fLIA, HD CENTERMATE'S INSERT 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 12"MI . QUALIFIED FOR USE W/ HI/ BLADE`&. 14,-20 ELS, 1.130' 6063-T6 ALLOY AND TEMPER J_ rT1iUMBTk,RN (S�f DET.LS) I CYLINDEr OR KEY x1s. ........... LOCKING L-1/4. -'�4) HD LOCK 'j'LJi1F15ELr- HV BLADE-��, -3- -1:1Y -6 AcETA 'j_75 HV 1/4' 0-20 AIS 6f RECENT HARDWARE MORTISE LOCKS SERIES :3�I3 HOOK SOLT CK. 6063-T6 ALLOY AND TEMPER (__]3_§,� V 3/8"0-1 -1 304 0 TALLATION WILL REQUIRE A 7/16" HOLE THUMBSCREWS 'SERIES S.S. THUMBSCREWS QUALIFIED FOR USE. W1 HV 1.3LADEC1/,&- .7(�. DRILLED AT TRACKS FOR PROPER EMBEDMENT U't _ Q1 QUALIFIED FOR USE W/ HV BLADE 1 BLADE�D Higfi Velocity Hurricane Zone' FLORIDA BUILDING CODE(Non 011 "2017 PLTECO,INC. X2011 EASTERN METAL SUPPLY,INC. BERTHA HVTM 11LIECO .Nc. A.S.S.A. Accordion Shutter SystemRV. BLADE #1 W/OR W/O H.V.WINDOW BLADE American Shutter Systems REV.N, DESCRIPTION WE DRAIVII 8v: L.C. TILLIT TESTING & ENGINEERING COMPANY Assoc lotion, Inc. OLD I9-O85 7/37/17 GATE; 07/27/17 --05,'Rou.,cw"z.S.PCRID'M,u TATE OF SO Pholl (105)671-. A 0 51 71-1530.Tom: 1531 4268 Westroods Drive 2 -0 - DRAWING No ­­�I:Ult—e....... Wes', PLIm Beach, FL 33407 ...... 5� —107 _7 t—00067Ie 17 CR A.TILLI1 J,P.E. .._...._f,.__ .... P.E. f 4�1167 5 SHEET 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE HY_Q_H_V P .0625' TO SLADE T bo A5 ill ED ( cE D HV SLADE , Ent BLADE . ' 067.1 .06,25 .0615" HV BLADE 1A HV LONG RECESSED NYLON BUSHING _411 KNUCKLE — 39 (Typ) (I 0,G6 RECESSED NYLON RLISWNG HV SHORT RL ��PORTIOII HV NYLON HAT WASHER .0 (DOR SLADE—- 3750' @0 X 302-303 SERIES .01 HV WHEEL CARRIAGE AiS1 400 Li l x q�.870"x3/i6" THICK NYLON WHEEL. @- @ MIN WINDOW 2 7/8 CLEAR SEPARATION OJ188"O AIS! -3.or 302 SERIES S.S. RIVETS ULADE HV 1 3/4" ACCORDION PIN N/ #8 HEAD EXTERIOR /;:E t T. OPENINGS lI 10 ON E 47ERS 9'T F0 — CI -7 Do @ HV 2 3/4" ACCORDION PIN W/ #8 HEAD 41 01 '0, ELEAJP AND POLYCARBONATE IMPACT RESISTANT HV WINDOW 6MVEEN TYPICAL HV WINDOW BLADE Aes iPOLYCARBONATE HV WINDOW DETAIL -C L • 38) P (DOR (B or (SEE, OTE FOR TS) HV N .REQUIREMENTS) (D OR EC&�ARQNAT�F IMPACT RESISTANT Wi QCj BAYER MA*<ROLON 3103 POLYCARBONATE RESINS, UV-STABILIZED GRADE OR SASIC 0x {-»•••---=',--.-- TO BLADE BOTTOM INNOVATIVE PLASTIC LEXAN I03 RESIN .UIREMENTS AT EXTERIOR SLADE KNUCKLE F R (SEE NOTE ON SHEET 19). HV M)�Ul (1)OR (9 q0 (1) HV PIN SHALL ALWAYS BE USED AT ALL EXTERIOR BOT101M KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O OR POLYCARBONATE SOURCES FOR(a IAV (9 BLADE. EXTERIOR .Mlc-3LE RESULT TYPICAL SHUTTER ASSEMBLY r L H11 PIN OR T -IV LIEU OF (9 AND ONLY AT T? (2) 1 PIN IMAY BE USED IN EX RJOR UIERIOR OF it%' ACCORDION SYSTEM 'W1 HV SLADE'S KNUCKLE. BOTTOM KNUCKLES (D CE NOTE * FOR AST,,0712 Cow;'* 0',3 BLADE WHEN CORR ESPONDI 1,10 TO !PISTALLATION "IT", SHEET 7, 4 REQUIREMENTS) TYP �!U D750 17.1c� (3) HV PIN @ OR @ WI/ 1/2" O.D. 11/16" 'THICK S.S. WASHER -4 V '.> .71. A� !1z SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, V_ 19 FT-"LA, 11 IT-1.1il. SHEET AQ) WHEEL CARRIAGE DETAIL 5-"E MIIGTY ."2 7, cl.5 �REMRLY LAYOUT PATE w Rupl,.No 1—OL ss C-1 CUSS ELF 019]1 -,r ie. WE -an,, C155 TE'VIC STRF1W.1"ERE—ANG.. 638 9M2 p.:J. 89.0 J) HY BLADE SOLID QA' BY WINDOW BLADE DETAILS N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone', 0 2017 EASTERN METAL SUPPLY,INC. 111117 TILTICE),INC, - BERTHA HVTtj Accordion Shutter System 41 #1 W/OR W/O N.V.'WINDOW BLADE A �11 T7 LTE C Omc, A,S,S.A. RV. SLADE Shutter Systems ON DWE I DRAWN GY: L.C. American cc TILLIT TE c REV.N� DESCRIPTI STING & ENGINEERING COMPANY � 5 LvR�33 u Asso Icffon, Inc. I CID 15-085 D7 7/1 DATE: 07/27/17 "`, 1 42.68 Wes(roods Drive 2 DRAWING No West Palm Beach, FL 33407 3 17-107 WAITER A,,T!LLIT J,.P.E.P.E 5 I.. P.E. SFAL/SIGi,,IATURE/DATE FLD ROA 416_ SHEET 6 4 OF 20 NOTES ON HV LOCKS AND CENTERMATES 1, MANDATORY CONDITION JI:ONE HV LOCK;�R or f!�'SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN C3 OR IV ABOVE OR BELOW 1/ r 2 OF SHUTTER SPAN OR SPANS UP TO 105". AND FOR INSTALL.�DONS AT ANY ELEVATION. HV LOCK(2„4 or tS MAY BE USED AS ANINSIOr OR OUTSIDE LOCK, ATTACHED TO 2t7 OR-'.t'2 in n nA I n I f I r n n CENTERMATES W/(2) 1/4"0-20 x 1/2' LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SMALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. ;160,20•,+ 2. OPTIONAL CONQTTION i1: IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV I USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES OR Q�SHALL QE AS INDICATED ON NOTE (1)ABOVE. LOCAYION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. U17 $. OFMONAI CONDITION #2 (V!ID ONLY WH QMRY CONDITION Al OR LJMITED MMDATORY CONDITION USED WITWO HV. LOC&%- LOCKING RODS 65 ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY I ENHANCE ALTERNATIVE DEVICE 1'E2 5 F DESIRED TO ENH SHUTTER PERFORMANCE. LOCKING RODS �3j OR AN ED MAY ALSO BE. USED AT STACKING POSITION (NON HURRICANE POSITION). 4. MANMOFrC LQ8=X-&- ONE HV LOCK'ZV 9,,!B SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION, HV LOCK(24-61 f�SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ENTERMATE VV/(2) 1/4'0-20 x 1/2" LONG FLAT HEAD 5.5. M.S. TWO LOCKING RODS JS ATTACHED TO 23 CORNER C AT Top BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. it, 0 33��o�r� 1.".� � aQ 5. E]RST ALTERNATE TO MANOAA�CONDRION it VAI 1D ONLY FOR HV LOCK.,Z§ W/�METRI.uI GEMfFRMn 5 2k 58$"�04 r;~I u5� Qa:22,� ONE ALTERNATE HV LOCK 2L`t MAY BE USED I+J LIEU OF HV LOCK Q4;or 25 FOR ANY SPAN ANO d ` OF 1/d"C-20x3/4"S.S. THUMQSCRET TO�j,GR� CENTERIdATES SHELL BE MADE VJ/ 1/4"e-20x3/4"ALUM.R LOCKS AT 1/3 OF SHUTTER SPAN. 4!oiq 9 v, ONE HV LOCK�Z4 or 6 or SHALL BE 6.nj�j / U 0 "? ,I D 1, E 1, USED 0 12 LOIN 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96*,AND FOR INSTALLATIONS AT ANY ELEVATION. HV or @ or 1� MAY BE USED AS AN INSIDE OR I ..........-J— F. LOCK�ij OUTSIDE LOCK, ATTACHED To g or @ SYMMETRICAL CENTERMATES W1 (2) 1/4"-20 x 1/2" LONG FLAT HEAD S,S, SEE F N�'jl'IV M.S.'LOCATION 0 LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 35 W/:E6 35 OR 3_7 TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON SHEEIS 10 11 o' 1 8 TMP. FULL HEIGHT. *NOTES ON HV "T" LOCKS AND CENTERMATES: OF COR14EP S MANDATORY CONDITION #1 VAUD ONLY FOR RV LOCK 60 -AND CENTERMATES .......... CENTERMXTE I. LOCK 36 MAY BE INSTALLED IN Lf V OF HV LOCKS 24 OR 25 FOR ANY SPAN AND %�AVION AT ANY ELEVATION. ALTERNATE LOCK jb.MAY BE lZI)AS AN INSIDEOROUPSIDE LOCK. ATTACHMENT 6 7 OF LOCK 66 INCLUDES USING REINFORCING LOCKEF�'�I-. AS SHOWN ON SECTION HVG, SHEET 9,WHICH MUST BE "4 -k . / 7/8"o . 3/32" 60 o, CONNECTED TO CENTERMATES 29 AND�2-W/ 1/4-0- 1 1/2'LONG S.S.THREADED BOL:,-Nv '.S�; Ql� IS, 11:q� WINGNUT OR W/ 1/4"O-20xl"S.S.M.S."W10 A 1/4*Ox 5/8" RlvNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12- MAXIMUM ABOVE E AND BELOW MIDSPAN. USE OF TWO LOCKING RODS 35'TOP AND J30TOM IS MANDATORY. @8 l -(t 8 v@)-C7 @191• CS I:L-41-@ *NOTES ON HO ENIERMATES: v, 1. HD LOCK Iii W/NO 2mj��OR i3i W/5� : ONE ALTERNATE HD LOCK i44 MAYBE USED IN LIEU Or 5 FOR ANY SPAN AND INSTALLATION'S AT ANY ELEVATION.ALTERNATE HD LOCK k��j MAY BE USED TYPICAL -J" HY BLADE SHUTTER ELEVATION HV LOCKS t��OR';�, AS AN IN-SIDE OR OUTSIDE LOOK.ATTACHMENT OF HD LOCK jEj'TO 0!IS W/3#8 x 3/8"F.H. S.S.M.S.,AND INCLUDES N.T.S. REINFORCEMENT INSERT t33i AS SHOWN ON SECTIONS HDB-HVB'AND HOC-HVC,SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAR OR 12 NAXIMUI.i BELOW OR ABOVE AIIOSPAN,USE OF LccKNr RODS-'35'IS COMPLETELY OPTIONAL. IlJJ- FLORIDA BUILDING CODE(Non igh slaa3ty urricane Zone• 1% A @2017 EASTERN METAL SUPPLY. INC. ........ 02017 U-TECO,INC. E - BERTHA HVTM Accordion Shutter System �IL g ECO �," A.S.S.A. KV. RADE#1 W1 CR W/O H.V.\M1,WN RIDE J * " o American, Shutter Systems REV.NDESCRIPTION DATE OR".El. Lc. ILLIT TESTING & ENGINEERING COMPANY — -20 ATE OF Association, Inc. t OLD 15-CSS )7/77/17 04E: 07/27/17 M-th.Si,S..505.NRCIHIN r490EM,FLORID.2316f :(305)871-ISZO.Fo.:(305)871-1531 4268 Westroods Drive 7 DRAWING No —41 West Palm Beach, FL 334()7 ........ R� I' ' 17-107 111-0005719 4 'ONALO V-ALTER A, TILUT Jr,P.E. FLORIDA Lk. 4107 5SHEET P.E. SEAT"75=&'URE/DATE 6 .5- OF 20 CONCRETE ANCHORS POURED C'-(SEE TO'LAME vK SUPI—TION L------C, OR '�:o EXISTING 0.1 CONCRETE (SEE SCHEDULE ON SHEET 13) TO COLE a, d Lol"'OR fLA:IE SKET 11) 51-.8 IF �w is P.: A- GLASS APPLICABLE EXISTING SLAOSS IT, ggg x __j S0XILE a, L REOUIRED GLASS---� .......... ALTERNATE""! E AN EXISTING -#100/4"HEX WASHER HEAD 1 OR CREV6 0 12"O�C. 3 3 TEK S _EDGE OF It GLASS to^, N St IF �CONCRCTE ANCHORS (SEE SCHEDULE ON SHEET 13) 170 I I , EGGE Or SLAB IF GLASS----- EDGE or—, 1/2%,4 EDGE OF SL48 IF APPLICABLE APPUCASI E SLAB 17 APPUCASLC pn POURED., FLAT PLEAD CONCRETE ANCHORS f ---E.D..' CC) A CLASS CONCRETE= 14) n im a NCRETE (SEE SCHEDULE ON SHEL OR f_A'*cGNCRETE ........................I REQUIRED FOUIRED LFLAI HEAD CONCRETE ANCHORS REWIRED I_—E, D.-_ (SEE SCHEDULE 01,SHEET 14) L I (!�, TRENCH INSTALLATION OURED-4 VALID ONLY FOR UP TO +70, -7$ PSF A.S.D. HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING & FOR SPANS PER HV CEILING INSTALLATION HV FLOOR INSTALLATION t SCHEDULE #3. SHEET It C—"11_ CLASS CONCRETE ANCHOR§_ A SEE SC EDULE ON -LITE SHEET IN '/..o IT,emax A' 5) 10­�ED "!� f. THI;DUI/l EXISTING EXISTING EXISTING OR 1/4'0 POI.SRS GLASS GLASS— FASTU.En TAPPER,ANCHORS W/ I'M IA AX GLASS 100P TO 6:-W SPAN AND 4'D.C.OCFOR SFAIIS VPGER TRA" ill /A I,To a'-O"PAX.APPLY ILL SEIANT A,fl/LK,FASIE-ER�-IAO (TYP)tSIE NOTE t ON '/2 #to-1/4'HEX _Mt I FOR L',-.T.TLCN Y "k] MAX. ......... (05 NCA' ;E. VAI. 7 SCREVIS a 12,O.C.#14x.3/4" HEX HEAJ_..� a/8- TEK SCREV,*S 0 9 O.C. SS ms -TS OR /4-0-20 S.S. M45, (SEC SCHEDULE ON I CONCRETE ANCHORS O.C' M... a 12'OC. CONCR S.D.S. W/NUT a 9'O.C. SHEET CXISIRIG GON STRUCTURAL / , .;"' f@OR 108 ­.uu.TRIP(DE'ORAUs- A A I 2.00'AIR N. L. ,J EDGE or S'LL) z / " 1 11 , -#14.3/4'F.H. S M N. a RECUMED • A -SEE NOTE I-',b) -SEE NOT (t') 1 718 pp -4 -1,\ -J 9"D.C. UCALAB kIE C ONCRETE ANCHORS POURED CONCRETE_� (SEE SCHEDULE ON 014 SHEET I POUR '13 14) ED CONCRETE- ON ON SHEEET ___..+._.._...._::_.__r.0.-.._...._......_:_._._....._._. OR CONCRETE BLOCK SHEET OR CONCRETE 61 Ocy, REOUIRED REWIRED �q)KEYSTONE MOUNTING INSTALLATION OPTIONAL-: POURED Q COf.'CRCIE— Cl��; HV WALL FLOOR INSTALLATION HV WALL WALK—OVER INSTALLATION M�­k5o, +64.-72 Pif REOUIRED VAX=.V SHUTTER VIM W-C- ,DJBY RAINGUARD INSTALLATION t NOTE- f This INSTALLATION SHALL BE TL OVARLE ViHEN PIERFORM hQjE_LQ _CQYJ Wl�LTQj._QE_3jXjQNj REM ED 'NC_ ADJACENT TO AN OPERABLE EX 11 L IIIIIAT�11,'Il 01 USE FOR I- SEE SHEET 4 -OR TYPICAL SHUTTER OR ENTRANCE i A' SHEET 113 ASSEMBLY INSTALLATION DETAILS WZ (1) HV BLADE 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION, FLORIDA BUILDING CODE{Non High lifetocity Hurricane Zone, 02017 EASTERN METAL SUPPLY,INC, .11, 02017 TILTECO.IHG. BERTHA WTI, 0?.44 1 y Nc. H.V. RAX#1 W/OR W/O KV. WINDOW BADE Accord'on Shutter S stem IECO , A.S.S.A American Shutter Systems EVNDESCRIP R . . TION M IT'; L.C. TILLIT TESTING & ENGINEERING COMPANY DATE CRA A05. 3316t I OLD 15-085 37/27117 VAT-, 07/27/17 As ocictlon, Inc. 4268S Westroods Drive 2 Ph- (30S)S71-1530.Fo, (3051871-1531 DRAWING No U West Palm Beach, FL 33407 3 17-107 _C0 ,,0NAL Ea VIALTER A,TIL It Jr.P.E. FLORIDA 04167 5SHEET P.E. SEAL/SIGNATURE/DATE a 7 OF .20 SEE END WALL C IN C I SHEETS 10-& 18 SEE tK)TES ON LOCKING RODS TION Q TAILS ON 94D ALTER HV LOCK ON SHEET 5, G GLASS INSTALLATIONS WZ Ot HV OUT FIN EX IS",IN TERMATES lEI4CRlS�LTk.CK AEP)ETL;"C'LAT"tQWN BLADE WZ HV CEN SEE END WALL CONNECTION —EXISTING GLASS DETAILS ON SHEETS 10 & 1 0.0-0.0- -, -(115) 4'. ........ .......... ...... 2 L T-6L . ' .............. 7- (11,063- Y) QRF�QSINQ ANGLE W/( I -t TAP N 1/2- fl SYMMETRYCAL .ICHO NCR E CENTERMATES CENTERMATE MIN,SEPAW110N t 6C EACH ANGLE.(r(p) GLASS .5, T ;10.3/- S.hf�S�Q 12 �WY ZI=HV LOCK K d24 U.G. -:H—� L(Car�-1 -5) 10 TBUTicM)k_ i (SEE SCHEDULE 014 SHEET 11' A 5 r 20 5 /2 00 2� .............. C -00 OUT C4� @ C2) C2) HVB , @)!� HVIC POURED CONCRETE OR HVA 0-0"@ EXISTING GLASS 0 s C�/ so an '5' F 2 0-a6i) (3 CONCRETE 21OCK VIALL RE-"UR�ED 6 6 --�xwjr�G 7105 SYMMETRICAL 0— N. SEPARATION is 5 I EXISTING OoR© OoROTO GLASS RMATES I . ...... -J GLASS 1 0 r'LASS CENTE -C6* z C, OPTIONAL HV CK 6 ON SHEET 11) UR "'Cro 11 I.IIN' SEPARATIO 10 TO GLASS (SEE SCHEDULE =IN OPTIONAL ONI SHEET ii) (INTERIOR} OUT -CONZiETE O.C. ( VARIES 3) -991- MAX. SLACK C51 2 6 -T-1�u /2 L TErtDR) HVF** EX HVE v Hurricene Zone: HVQ FLORIDA BUILD111 CODE(Non High Velocit', WECO,INIC. 2017 EASTERN METAL SUPPLY,INC. 4 BERTHA HVTl Accordion Shutter System L E�CO mc KY. a-AM #1 W/OR W10 RV.WNVW RADE T-7 l A.S,S.A Shutter Sysfe 1M No DESCRIPTION American m DATE OP-wv By. L.C. )7127/17 O�TE: 07/27/17 TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 6355 N.M.36.0.S1.S-305.-RG--OkRDVNS,RCRO�33i6f 4268 Westroods Drive(30'.)871-1530.Fo.:(305)VI-*31 2 ORAWING No West Polm Beoch, FL 334017 3 -- ED-000671V 17—107 WALTER A.TILLIT Jr. FLORDA Lit.1 44167 5 — SHEET P.E. S /SIGNATURE/DATE 6 8 OF 20 ALTERNATE INSTALLATION WV "T" LOCK _. HV MALE/FEMALE "T" LOCKS CENTERMATES �8 49 & LOCKERS �1 W/ (1) FIV BLADE - SEE END CONNECTION DETAILS ON SHEETS 10 & 18 INSTALLATION J) HV BLADE ,-��V,asana IF. CIN SHCET 6, W HD CENTERMATES �D, [�U�T F71N (3)OCIS4 'I.SLADZ BE USED-1- &T'R'ATY NIS S"En. SEE END WALL CONNECTION--i &Q)-@-(D-0-@- 01 305 7, tT' A, M C. CI'. a) /VHV T 7 3/.- LOCK (INSIDE) I-0 5 0 L z Vr (Do R 301 j 31 OR 302 301 R@� • 31 OR 32 OUT FU 1/4" 0-20 x 1/1/2" S,S.M.S. 35* W1 7/8"0 x 332" WINGNUT. HD HDC-HVC SEE NOIE 6 FOR K 7 13-HVB OUT 't'LOCK.ON SHEET-- SYMMETRICAL,HD �LENTERMATCS SYMMETRICALSYMMETRICALHO CEkTERMATES 1 1@0*HV "T" LOCK (OUTSIDE} W/ XTERI XT IQRJ W/4Zf-LD-QK_ IY OR) t SFRIUS 91-1--­ HVQ* -CE�-ER- (2024-T3 AIIor)LARGE FLANGE VVJ -0-Q-0-(9)-& SHEET fa�,�Svtr.PApt It 0320. AS'.IIIWICTURED A'IDE CK.1 pw TEXTORN.PARSIPP"'t,NEv JERSVf -Q• -Q -0-0 07054 OR EQUA� (D -(D 1 - -p-@-0.@-@.07- 8 - -(D :1 2M1 1-1,'OR HL CE-A-zl AFPI,- %!o fi-f G) -03 1 !40111 c.,— 1113 N v- HDD-HVD FLOATING STACK 'A FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone', . ........... C20t7 TILTECO,INC, 0 2017 EASTERN METAL SUPPLY.IM. BERTHA HVTM Accordion Shutter System14 0 A,S,S.A. RV. MADE#1 W/OR W/0 RV. WIMM MADE American Shutter Systems REV.Na DESCRIPTION OA7( DRAWNPY: L.C. Y, TILLIT TESTING & ENGINEERING COMPANY OLD 15-085 Association, Inc. )7127/17 DATE: 07/27/17 '••`0. 4268 Westroods Drive 2 .......... Pao- raw:(305)871-1531 DRAWING No V --N!t4t.-O-L.- West Palm Beach, FL 33407 3 ?-Coo 712 1 17-107 ILTERTA.'-IL6 P.E. FLORIDA VC. 44157 SHEET SEAL/SIGNATURE/DATE 9 OF 20 ...... .......... . ......POURED CONCRETE POURED CONCRETE /_-POURCO CONCRETE POURED CONCRETE OR OR CONCRETE OR CONCRETE ........... OR CONCRETE ................ CONCRETE BLOCK VIALL BLOCK WALL REOUAED BLOCK WALL REQUIRED REQUIRED BLOCK WALL REGUIRED EXISTING GLASS -EXISTING GLASS -----2^KIM- EXISTING GLASS CONCRETE ANCHOR DIOR EXISTING GLASS O.C. -�I•- ­/...- - 7. PAN.SEPARAII-N < TO CLASS(SEE V14 SU f 1APATION MIT.SEPARNTIC" SCHEDULE ON S}T.rl TO GIASS(SEE PAN.S°PAR4TON 11 FOR B-ADE(DAND 0 ED TO CLASS(SEE Sr_,ZDULE ON SHEET I�i SCHO GLASS(SEE SCEOULE 91 SHEET MAX—__ ON SHEET 19-0i FOP,SLAM.'O.W3 tD�,.S ON SHEET 77 FOR SLADE(DAN[) {606,�16, CONI. 6,ADES 0 (D 1I FOR SLACIE(D AND ON SHEET 19 FOR AIU'A. CLOSER ON SHEET 19 FOR 014 SHEET 19 FOR (LOCATE AT S G&G EITHER StOE cf.;L:'S(1)& PLATE. (LOCATE 1/2'7 "OEs(D&Q) p OF, AT EITHER 4-- OF 4 USE 1'OR 2"MAX. SM (AS APP'ICABLE).2'x1/8".O*-2" I Ox 1/2" M�S ALUMINUM CPU INGLE P A 0.1/2"s,s ------- (I If.*O.C. (6063-T5 ALLOY)AT MIDHFGHT 0 16' D.C. 4 TAPCONS AN CHO 10 7E WALL AT V O.C� (LOCA AT, SEE DETAIL X F Rj EITHER SID CONNECn,0)N OR SIDE OF(3) OR (D SEE DETAIL X FOR OR\3 OR TO TRACKS SEE DETAIL X FON 4 SIDE CONNECTION SW CONNECTION I TO TRACKS TO TRACKS L (D-0 8, (D. _9*0 END CONNECTION DETAIL END CONNECTION DETAIL END CONNECTION DETAIL(D ENO CONNECTION DETAILq) A REOUIR-O ONLY FOR SPANS GREATER THAN 12'-0- -POURED CONCRETE OR EMSTINt; ISTING GLASS CONCRETE BLOCK WALL 4 REQUIRED _x GLASS .. ...... .......... MN SEPARATION #10.1/2,SALS....... ID.GLASS(SEE 0 16-D.C. wN.-z-A.-AT-ON y F iff ., !-(DOR(�)OROOR SD_DQLE ON SI�Cq ICE TO CLASS S� ii TO,',BLADE(D -D CC-14CPILT /2,PAIN. _Ii2DJLE ON SHEET TE ON SHEET 19 FO ANCHOR 11 FOR ELA-E(DAND OR@OR(90R(3 O.C.0. ON SHEAT Is FOR A14C OR(g KADES(D 9 12'D.C. CO.NCREIE­ rO SLArEs(D&6) HOR O.C. L 1 f2- MIN. I(D OR@)OR0 OR ED 2"utL 2"mlm� SEE LIMITAPONS OF USE FOR OR@OR(qOR0R(g VIEW BLADE 13 ON SHEET 19 @ 5 - (01)OR 13 PLAN DETAIL X (I)OR END INSTALLATION POURED CONCRETE _ 3 @_@.@_0-@ 0 C CIE BLOCK WALL REQUIRED 1 , HV BLADE WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL ON DETAIL FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone', �y" 02017 TILTECO,INC, C2011 EASTERN METAL SUPPLY, INC. lyyti3BERTHA HVTM Jt '�'',�� �'''—/"►—�` ASAccordion Shutter System Ly . .S.A. RV. BLADE#1 W/ CR W/0 H.V.WINDON BAT American Shutter Systems RE.N� VESCRDESCRIPTION DATE DRAWN By. LC. TILLIT TESTING- & ENGINEERING COMPANY Association, Inc. I OLD 15-085 07/27/0 DATE, 07/27/17 r. iS".Zas�IRV-C,-Rtu�,A.�OA 33151 '355 MAI;.!611.S-)871 4268 Westroods 06�e 2 ....... ikkk` Ph-t(10, -1530.Fc.:(305)871-1531 DRAWING N .—A Ot..1..-M Wes, Palm Beach, FL 33407 _3 ON�L ,ItEVGNI17-107 WALTER A.ILIA Jr,j,r,E. FLDR,,:)t LIE. SHEET P,E. /DATE 10 OF 20 -$CHEOULE #1 SCHEDULE 42 S-QHEOULE-13 MAXIMUM SHUTTER SPAN* 1+" OR _L-` MAXIMUM SHUTTER SPAN* "L+" MAXIMUM SHUTTER SPAN*"L+" NOTES: (ft.), FOR INSTALLATIONS W/ OR %-- (fQ FOR OR "L-" (ft.) INSTALLATIONS Ih06LL6iQN_LL"hR CENIERMATES, @ & VM-9r INSTALLATIONS W/ W ";YM CENTERMATFS CONCRETE WOOD (1) L+: MAXITAUIV ALLOWABLE SPAN FO�Z A GIVEN INA ONE HN, LOCK 0-or @ or r C��%d)`Wl , Ip W/ ONE ),IV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. HD LOCK (��W/ NO LOCKING RODS or ONE HV LOCK ,,orb-,or & W1 NO LOCKING L-: 1.44X. AL.LOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMAl@ 250 29 W/ ONE W/ NO LOCKING OR WALL A, e, C, D, E, M, N. 0, p, E. A.S.D. DESIGN PRESSURE RATING. G R ROOS MOUNTING F, V & L R, S, & Y. Vo*'T- LOCK 30 W/TTTIO LONG (SEE NOTES t.tt) 1 (2) PROCEDURE TO DETERMINE MAXIMUM SPA14 FOR RODS 35 TOP & BOTTOM it VA FOR 14OU14TING @ SHEET 7) FLOOR/CEILING G. H, 1, 11, J T. U. V" x WALL MOUNTINGS (TOP/BO-17CM) OR FLOOR/CEII-ING: 40 CONCW4CFR'1:00d INSTALLATIONS CONCRETE&WOOD MOUNTING & MI GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, INSTAILAnons 0 A, CONCRETE SO.OESt--1 SO.MIG11 INSTALLATIONS PRESSURE TYALL MOUNTING FLOOR CEILING PRESSURE WALL HOUNTING PRESSUREFIATRICLOOR/COUOR NG MOJNTI�G_ DETERMINE MAXIMUM SPAN • FROM SCHEDULE. R,.. MOUNTINGTunrvG GIVEN A NEGATIVE A.S.O. DESIGN PRESSURE RATING, FLOOR/COUNO MOUNTING FROM SCHEDULE. P_qqR&Atj DETERMINE MAXIMUM SPAN "L- L;_(_101 I-(0) 1+ (1) 1 L-IT) L-(ft) 0 MAXIMUM SHUTTER SPAN _L+_OR %--' FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM AILOWACILE SPAN IS EQUAL TO THE 30 OR LESS 16'-0' 1 W-0- 16`0" 1 16'-0' 30 W-0, 30 _1_6�__D" 105 p-M.A.S.D. DES1014 PRESSURE RATING.. DETERMINED SPAN BEIViEEN "I.+"AND 'L-". ­Tvl:?�-. _O" 35 15'-2- 1 16'- 10" 10" ___A___14��0' 13-To 13,-1 a" -0 14'-2• (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-'" 13'-1" 13'-4" 14'-3' 45 IX-1, i3'-1" i3,_4 14*-- 1• HV CORNEA CENTEFTMATE b'3 MAY BE USED AT ALL 66MBINAVONS IN,8MVEEN WALL MOUNTINGS T MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS FLOOR/CEILING MOUNTINGS: 12*-3" 13'--1" 55 i'-t0" I I'-IQ* 12'-1 55 W-10, ii-10" 55 i'-i' I V-1 j, SHALL BE AS INDICATED ON MANDATORY CONDITION #2 FOR A GIVEN POSITIVE A.S.O. DESIGN PRESSURE T -- NOTE#5. SHEET 5. RATING: 60 1 —6 ED 10'-2' W-1 I" I •s.._—._.__ .......... DETERMINE: 7*_-,_o_--10-_ 65 f;5 _10,_17 i 65 W.-W W-10, L!-- MAX. SPAN FOR WALL IAOUNVNG INSTALLATIONS. i0'_6" W-9" _Tl"7_-_5- 70 10'-0' 1b"-6"— 70 10,_6" I L- MAX. SPAN FOR FLOOR/CEILING. MOUNTI14,� -7:-F D ttEXCEPT THAT MAXIMUM SHUTTER 75 10' 1 l_9'_10,---- LOL-�: 75 -10'-l' "o.-1, 75 8'-9" INSTALLATIONS, 9,-;0- "*, 10*-0" W-91- 80 _ 9'-10" 9'-10' SPAN 1+"OR"L-'AND MAXIMUM AS,D.DESING FOR A GIVEN 14EGATIVE A.S.O. DESIGN PRESSURE 9-6, 1 9*-6, PRESSURE RATING FOR INISTALLATIONS INTO CONCRETE ........ 815 9,-6, 9,-6* RATING: R ETE BOCSHALL BE UIED AS FOLL kFTCrVr,: 90 9*-3 9'-3" 9-1. 10''i" 90 -3. 9,-3" OCONCRLK DE;ERMINE: I- CONNECTIONS 10 KEYSTONE MOUNTING L,­� MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. -2�.. ..To- 95 LIMITED TO +64-72 0­f� AND 8'.-0" SPAN, SEE 1_2- MAX. SPAN FOR rLOOR/CElL!NG VOV14TI14G J�_ L, ­....... 100 W-0- too MOUNTING @ ON SHEET 7, -ISTALLATIONS. r�i —,__ N It 9-4- 105 W-7- V-11, 10 -4. i_;�z P.zi� NAL MAXIMUM THP 110 1.— FT' ALLOWA&E SPAN 1S EQUAL TO 11AND -9 -2 8, EV —, 8,-11- 115 V-2- MINIMUM BETWEEN 'L,+'. %2+'. "Ll-" _2- SEPARATION TO GLASS SCHEDULE 120 8,-C" 8*-2' W-9, 120 a,_o. W-11" 125 a, __ — — 1 (4) GO TO ANCHOR SCHECUIE VATH FINAL MAXWUM 125 7'-19.' ALLOWABLE SPAN A14D NEGATIVE A.S.O. DESIGN 30 6'-5- 7'-10" 8'-1- PPESSURE RATING TO DETERIANE mAXIMUM ANCHOR N, V-5- MINIMUM SRA 135 7'-7' 6'- 9 135 7'-7 6'-2* WIND ZONE ASTM E-1996 SEPARATION 145 7--3._ 1 5'-9- 7'-r,- V-3- 145 7'-3' 5*-9" TO GLASS -2 7 150 7'-2- -7. 7'17 �F7-_2' ——--­- 155 1�5 155 71-0 5'-5" . .•...... I THRU 3 160 6'-ii' 165 6'-10- 1 6'-4- 165 6,-10' 5'-Y' t7D ,-I"170 170 W_g, 4,-Il, .......... 1756'-°^ ,'1 '-9' 6'-9" 6-0" 175 8'-T A.-g- 6,8_ _,O. is W-6, 8� 185 W-5. 185 I.-i. 4'-6" ClH V BLADE, 5" W-6, 5'-6- 4'-S- 195 6'-3^ 4""3" 6'-5" 200 R'-C V-3, 200 6'-2" 4'-z" ..........2iD5 6,-1" FLORIDA BUILDING CODE(Non High Velocity Hurricone Zone,* (9 2017 EASTERN METAL SUPPLY,INC. ....... t2017 TILTECO,INC. BERTHA HV7v ML Accordion Shutter System E—` Mc o A,S.S.Aw N.V. &ADE #1 W/OR W10 H.V. WNWN RAX American Shutter Systems RcV.N. DESCRIPTIOtl DATE ukwu EY.MtMY./L.G. V tiA TICCIT TES Association, Inc. I OLD 115-085 37/27/1; DATE: 07/27/17 -0 TESTING AT ENGINEERING COMPANY 6365 N.W. S..30S. C.�J.S,TlORZ,3316f 4268 Westroods Drive 2 Ph— (305)671-1630.Fe.:(305)871-1631 DRAINING No rit- -1— West Palm Beoch, FIL 33407 3 t11 E0-0DOG71c 4 17-107 AL ILTZR A,7 LUI Jr.VX. FLORIDA tic. -4!67 5 SHEET P.E. SEAL IRC DATE 1 1 6 11 OF 20 A1AsXIMUM ANCHOR" SPACING (in.) SCHEDULE FOR A GIVEN MAX. 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Accordion Shutter System H.V. el SDE#T w/OR W10 KV WNDav RAM yy/ TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Dv.Nor OCSCRIPTION DATE M-SY: LC. Association, Inc. t OLD 15-085 7f2Jjii DATE: 07/27,117.... 6356 N.w.John. 3Ds, c RDas,;LIDO Js/s 4268 Westroodfl Drive t ,•?-+: rs r --�j-}S Phone:(305)871-15DQ.rc.:(305)871-15,31 ._ .. DRA`7IN, NO e-m�10ue006719 noln West Palm Beach, FL 33407 J� - 1_7-107 1 vtALTER A. ILUl Jr.P.E. 4 rtaRTOA Lt..@ 44167 5 _ SHEET P.E. SE�L`Y43iGiTATURE/DATE s 12 OF 20 MAXIMUM ANCHOR! SPACING (in.) SCHEDULE FOR A GIVEN MAX. ySHUTTER SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES &S.D. DESlr'NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRIM OR CONCRETE BLOCK IWA L ATION (SEE MOUNTINGS E.G,&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL.BE AS FOLLOWS: POURED CONCR£TEJCOHORERE BLOCK POURED co"a Ere (A) TO EXISII14G POURED CONCRETE:(Min,f'O - 3 ksi) woOMUN E@WALL SILL MOUNTING @CEILING MOUNTING @FLOOR MOUNTING - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY LT.W,BUI.DEX. (Min. f0 3 Rai) SPAN ANCHORS SPACING IEGEND - 1j4"o X 3/4'ALL POINTS SOLID-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. (Min.f'c 3 tai) (ft) kso.OESC4 NERtTAf NTTSSiL#RATO;C T4i S6.OF5T.9i NEGAW,PFMRE RiiCiG axP)ASDL OE»4Oti kEGtMc F6F55v6E_PAmIG EPIC) TApcoN OR - IJ4"P BLUE tM CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. (Min.f'c 4 2 ksi) JO dO s0 7590 120 INC,205 JO 40 60 75 901120 160 205 30 a0 60 75 90 120 160 205 - t/4"o TAPPER. ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW BOLT &SPECIALTY TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. it 12 lO 9 18 8 6 5.5 to 12 10 9_.8 8 6 b 14 12 t01 9 6 8 6 fi THREADFORM TECHNOLOGY (Min. Fc = 3 ksi) 3'-0" 74 12 10 9 8 8 6 E 14 12 10 9 B a 6 6 14 12 10 9 B 8 6 6 _....., ..-._R. ................. _,..-._ ,_»._ ALL POINTS SOUR-SE? OR CESS 14 t2 14 „9 t 8 8 _b 6 t+ 72 t0 9 8 8 6 6 it 12 t0 4 8 8 6 S BLUE TAP W/-CAP NOTES: I4 12 10 9 8 B' B 7 14 12 H) s B I 6 8 14 112 t0 9 B 8 E 6 A.1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON CR TAPCON WITH ADVANCED THREAOFORM TECHNOLOGY ANCHORS AND TAPPER+ 1arf22 8 7 SLS J.5 14 L2 10 9 $ 8 6 6210 9 8 8 6 5 1ArPER+ ANCHORS IS 1 3/4•AND FOR BLUE TAP W/CAP ANCHORS iS t 1/2-. 4'-0" 10 9 8 R 6 6 14 10 9 8 8 6 fi 14 12 10-'9 B B 6 5.5 14 10 9 8 B 16 4 14 12' 10 9 e B 6 1.5 11 12 l0 9 $ 18 t 3.5 AL2)MINIMUM EIABEOMENT OF 1fIb x 3f4'ALL POINTS SOUO-•SET ANCHORS SHALL DE 7j8"INTp THE POURED CONCRETE.NO EMBEDMENT H t0 9 8 8 5 a,5 a(t2 La 9 8 e 6 S.5 14 12 t0 9 8 8� s 4.5 INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO 11 12 10 9 ].5 5.5 3.5 - 14 12 10 9 a 8 6 5 f1 12 10 9 8 7 5.5 4 •`SEE uM:rnrp�+5 OF VSE fc6 EXIST,AND 1"MINIMUM FOR WALLS WITH NO STUCCO. 5,-O.. /4 f2 10 9 8 8 6 6 14 12 10 9 8 8 6 5.5 14 12 t0 9 8 8 6 4.5 14 2_10 9 8 7. •4 - 14 12 t0 9 B 6.5 5 3.5 14 12 10 8 6.5 S 3.5 3 A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OP.ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, T4 12 tD.9 B 7.5 1.5 - 14 12 10 S 9 8 6 4.5 14 12 10 9 6 ,6 4.5 .75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAD WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 9.S 75 6.5 a.5 - - 14•'72 70 9 $ 75 5.51 4 14 12 t0 9 8 6 4,5 3.5 NOTES A.1) &A.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR -""9 " --" '-`- -_ s - INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20, 6•-0" 14 12 10 9 a 8 6 - It 12 10 9 $ 8 6 5_ f4 12 10 9 Ti$ 6.5 5 3.5 14 t2 10 9 "1, 10 8.5 7 5.5 a 3 IA 12 8 8.5 5.5 4 J - 14 12 10 9 8 6 - - 14 12 10 9 a' 6.5 5 3.75 14 12 10 $.5 6 5 4 - (B) TO EXISTING CONCRETE BLOCK:(ASTM DTH 14 12 IT 6.5 5.5 3 _ 1{ 12 10 9 8 6.S a.5 3,5 14 12 10 8 7 S 3.5 3 - 1/4"e TAPCON OR TAPCON WITH ADVANCED ORS,A'FORM TECHNOLOGY ANCHORS,A5 MANUFACTURED 3Y LF.W.BUILOF.X. -------•---- ---- - 1/4'a x 3/4"ALL POINTS SOUD-SL ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. t4 12 t0 4 8 8 - is t2 t0 9 8 7 5 1 t4 t2 10 9 ].5 5.5 4 3 7-"0" 14 t2 io B fi.5 �^i - - - -�- - 1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. t - - 14 12 9 7.5 6 t.S 3.5 - 14 10.5 7 5.5 4,5 3.5 -- -- - - - 1/4-0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW, DOLT&SPECIALTY t4t2 10 8.5 7 t - - u 12 to 9 7.5 5.5 4 - i+ 12 4 7 75 4.5 - - COMPANY OR ANY OMER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. 14 11 7 5.5 4,5 - 14 12 10 9 7.5 5.5 4 I4 12 9 7 6 4.5 3 14 L2 10 9 8 6.5� - to 12 f0• 9 8 6 + - 11 12 101 8 6.5 5 3.5 - NOTES: 14 t2 8.5 7 5.5 3 - - is 12 8 6_.5.5.5 4 3 2.5 9.5 6 15 4 3 - - 6.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON, BLUE TAP W/CAP ANCHORS AND'TAPPER,ANCHORS IS 1 1/4'AND TAPCON 14 12 9.5 7.5 6 - - 11 12 9.5 B 6.S 5 - I- 14 12 8 6 6.5 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. 13 9.56S 5 �T-44- - 14 /2 10 $ 6.S 5 !a 72 $ 6.5 59'-0' 14 12 10 9 _ _ = I4 12 10 9 7,5 1.5 - - 1{ 12 $5S.5_ ___ B.2) FONIMWA ELIBEDrMENT CF I/4"e.3/h'ALL POINTS SOLID-SET ANC140R5 SHALL HE ENTIRELY EMBEDDEDMSO THE CONCRETE BLOCK.NO 14 tt5 7.5 6 - - - )4 tt 7 5.5 5 3.5it 8 55 4.5 3.5 - - - EMBEDMENTINTO STUCCO SHALL BE P£RMLFTfO, tjs'4-Ztl 5.5.MACHINE SIREN @SEG SHALL BE 5 1/2-LONG MINIMUM SHOULD STUCCO TI 12 8 6.5 14 12 s.5 7 5.5 a - f4 IO.S ») 5.5 6 1,S - EXIST.AND I'MINIMUM FOR WALLS WITH NO STUCCO, 11.5 B.5_5.5 4 14 12 9_ 7 6 a,5 - 14 II 7 5.5 A. 3.S - - 10'-0" i< 12 to 9 7.5- - _ i4 12 Is 8 8.5 5 = __t4 i2 8 �b 5 < - 8.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, R 10.5 7 5].5 - 13 9.5 6.5 S 4 3 10 7.S 5 4 3 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED att _._ _-�--.__» _.-..__.__ - W_.____..___ _.....__.- 14 I) 7.5.5.5 - t♦ tt.5 9 6 5 4 2.5 9.5 6 r& 4 + NOTES BJ)&6.2)ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS vaTN OR WASHOUT METAL STUDS CONSULT LAPS ENGINEER 10.5 B 5 - - - - - 14,L2 8 6.5 5,5 a - - 13 10 6.5 5 1 4 J - - FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 14 12 t0 - - - - - I+(12 9 7 6 /.5 - - /4 i0,5 7 5.5 4.5 Is - T -- - -----.------- -- -- _n - (C) .ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE ItECOtAMEHOAZIONS AND SPECIFICATIONS OF THE AtIGHOR'S MANUFACTURER. 72S 9.S 5 - - »,- 12 4 b 4S 4 J' - .. 7 ♦.53.5 3 - - ...._ _ _.. ..,._ _�.__._._. ...._......_. ._._,.....- .,- 14 10 -i­-`:- - - - - 14 10.5 7 5.5 4,5 - - - 11.5 8.5 5.5 4.5 3.75 - - - -S 7 45 - - - - - 14 ii5 7.5 9 6 4.5 t - - SEE SCHEDULE BELOW FOR EDGE DISTANCE(f.D.}VERSUS SPACING REU:TtGNSNP FOR ANCHORS 12•-0".14 t2 to - - _- _ 14 12 8 6:5 S.S,,,•-� _ 13- 10 6.5 5 4 - - EQf, QI,$AN. RSUS SPACING SCHEDULE FOR ANEH_QRS: 11.5 8,5 t.5 - _-_ _ It a S.5 4 S.S - 8 «6 t 3 - - - - MAXIMUM ANC14OR SPACLNGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR C D.LESS IRAN THE INGIcATF.O,REDUCE ANCHOR SPACING Id,S 9.S 6 - - 13 9.5 6.5 S 4 - - - 10.5 8 15 4 - - - BY MULTIPLYING SPACING SHO',VN 014 SCHEDULE BY THE FOLLOWING FACTORS. ��t'2-5 IO,S5.5�a. REDUCED PA^WG OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINiMUf.l SPACING INDICATED FOR EACH-14CHoR TYPE. - _ - 14 11.5 7.5 6 S - - - 12 5 6 45 4 - - - FACTOR 1 - - - - - t0 7.S 5 1+ 3 - - - 7.5 5.5 4 3 - - - ACTUAL1 -- - - 12 9 6 a:S t - --�9.5 7 .5 - - ._-_ - EDGE TAPCON ALL POINT SOLID 5£T BLUE TAP W/CAP TAPCON WITH ADYPNC TAPPER + 1 HV BLADE OR THREADFORM TECHNOL _ _ MIN.SPACING [14 13 9.5 6.5 5 - )- - - 10.5 7.5 5 14 - - - - DICTANCE "IN.SPACING *3' Mal.SPACING =3" LAIN. SPACING m 3 1/2" MIN.SPACING :5- 3 J(4' 4' 7 5.5 -Y - "�11 8.5 5.5 4,5-- 7.5 - - _ _ 17"1 IONS a.5 3.5 - - - T 5 35'3 - --_ - HV Bt,.tt�}E W POURED CONCRETE& armor,RL= POURED ETE CRETE& POURED CONCRETE&Faso w4up ER g� CONCRETE BLOCK MR ED.3 1/2- MH ED.-2 1/2. CONCRETE BLOCK CONCRETE BLOCK MN.ED.-3 1/2'MR CO.-2 1/2' s - - _- - 9�ss <5 _ ,_ - I- - 1 HV WINDOW IGB.E0.-3• MN.Ea.-31 2' MCL E0.•3•- � - _ 135 10 6.5 - - - - 1- 05 e45,-�- - - BLADE WORKING 3" �0 D.9D 1.0_ 0.7 _ 004 .0_.-. ».. ._ -... - - - 2 7/2• - _...� 0.87 ..._1.0�� ..�_ - ..___ _..._...__-_.._....._ --'0,67_.. -...,..1.0_ _ _ _ _ _ ft54 _ _ _ _ - 6,S 5 J _ IN UNISON ♦ -- - --' .. -__ -_Io.5 8 5 8.5 6 d 2" _ 0.71057 - 8.5 55 - - - - - 9 6. .5i 1 3/S' - 0.91 - - - 0.43 _ "'- - _ _ - PENS 95 6 - - - - _ 10 7.5 5 t--O� . _ _ _ _ _ 8 6 i _ _ _ _ _ 6 a,5 3 _ _ _ _ _ 0.357 9.s 7 s - - - a 6 + :- - - - -7 FLORIDA BUILDING DC7 (Nan High Velocity Hurr cane Zone, 77I1P h //`•p=" .20n nuECG,INC. b 2017 EASI'ERN METAL SUPPLY,INC. 4,1+, TEE ._ /� �a �+► BERTHA HVTM L'"1 �? A �ccordian Shutter System 0. ' O 1 N C. ■ ! ■ ! }{•V. BLADE#1 W/OR W/0 H.Y.WINDOW BLADE .. _ _.. .. $'S1: Q !Tr•z�- tTICCIT TESTING & ENGINEERING COMPANY American Shutter Systems EV.N4 PESCRIPR0f1 OarE PRAWN BY: I.C. TArt nr :• x365 r1:v.Zfi•».s: sib.305,NFGI!."/.GIADO:s,nc.012316 Association, Inc. I _ OLD i<_-O$5 P717711-fl Due: D7/27/17 (305)871-i530.FPx:(305)871-1531 4268 Lestroads Drive 2 .... DRAWING No 7jy •-(JJ31DIs,•.-:'`-4 kyk a-mo;,:Lnro�senol.�o�-. West Palm Elecrh. Ft. 33407 3 _. t �1/nAfj.�.�....• �1\pi�y11L4 ViALTEP.B.OTI�L.i1 Nr.P.E. t I��1 O7 P.E. SCV'Albr/,SjG�y1bTY`t9t�EjDATE FLORIDA U..p 4t167 6 .. ,- SHEET OF 20 �_ ...� MAXIMUM ANCHOR! SPACING (10.) SCHEDULE FOR A GIVEN MAX SHUTTER SPAN A S n DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FQR CONCRETE OR CONCRETE BLOCK INSTALLATIONS (SEE MOUNTINGS I,J,K&L ON SHEET 7) POURED CONCRETE POURED CONCRTE CONCREtE BLOCK ANCHORS SPACING LEGEND 1 WALK OYER& 1 TR NO" Oj RNNGUARU MOUNTING QK WALT/FLOOR MOUNTING I:VWALL/WALK OVER MOUNTING 14AKIMuu tfO.UNT!NGO.�_..._. _. .. .. .. .. TAPCON OR SPAN AS.O.DESIGN REGAolt PnS9M RM%G(pe AS.D.DE9p1 ATXAINE PtIrM t RATI%G(pst ALO.DEWA NETAWE PRES'Sa.c R47ING(Pei ASO.OEM NEGAtl1'E Fr45M PAII:G 40 ....._... _ -_.. __ __._ .._ __...... ___ .......... _._ TAPCON RM ADVANCED JO 40 60 75 900120 760 205 30 i40 60 75 90 120 160 205 JO 40 60 75 90 1120 160 205 JO 40 60 75 40 120 160 205 THREADfORM TECHNOLOGY 14 12 Ito 1 9 6 a 5 6 12 i 1 12 ii2 12 1.5 0.5 6.5__7 ] 7 7 _7 7 ] 5,5 5 s 5 5 5 5 5 5 ALL POINTS SOLID-SET -�_ 14 12 10 0 8 8 6 6 12 12 12 12 12 12 9.5 7 7 7 7 7 7 ] 7 7 5 5 5 S 5 5 5 5 BLUE TAP LESS 14 12 t0 9 8 8 fi b i2 i2 12 t2 0.5 8 8 {.5 7 7 7 7 7 7 7 6.5 S 5 5 S 5 5 5 14 ,2 10 9 a B 8 6 11 r12 12 12 12 10 7.5 6 7 7 7 7 7 7 7 7 5 S 5 5 5 5 5 5 TAPPER+ t4 12 1,0 t 9 a 8 6 6 12 112 12 12 1t.5 8.5 6.5 S 7 7 7 7 7 7 5.5 4 5 5 5 5 5 5 5 4 14 12 10 9 8 H 6 6 Q 12 72 72 12 9.5 7 5.5 7 7 7 7 Y 7 7 7 5 5 5 5 5 5 5 6 14 12 10 9 a a 6 6 12 12 12 9.5 B 6 4.5 3.5 7 7 7 7 7 7 6.5 5 5 5 5 5 5 5 5 5 14 72 10 9 8 8 b ff��t2 i2 12 t2 70 7.55.3 4� 7 7 7 7 T 77 ,5.5 5 "5 5 5 5 5 5 5 14 12 70 9 A 8 6 6 12 12 12 I I 9 7 5 «4 7 7 7 7 '7 5.5 4 1 3 5 5 5 5 5 5 1 3 _.._._.-_._._ ._.2-._..... .-..._.._.. ._.-_..,._. _.. _.._.._.... 14 t2 10 9 8 8 6 fi t2 12 i2 12 70 7S S.S 4 T 7 7 7 7 7 J 7 5 5 5 5 5 5 5 5 1412 t0 -9 0 8 6 6 12 t2 9S 7.5 8 4.5 3.5 7 7 7 5 J.S 5 5 5 5 5 S 5 4 _ __. 14 12 10 9 8 8 6 6 12'12 12 9,5 e 5 4.5 - 7 7 7 7 7 7 5.5 4 5 5 5 5 5 5 5 4 SEE ANCHOR 74 i2 t0 4 B a 6 '6 12 12 t1.5 9 7.5 5.5 4 3 '7 7 7 7 7 4.5 3.5 - 5 5 5 5 5 14.5 3.5 - SP-LC)`ICATiONS < S B 5 5 S- ON SHEET 13 14 12 1 I 9 8 8 6 6 12 12 1" 10 8 6 4.5 3.5 7 7 7 7 7 7 7 7 5 S 5 ,4 12 t0 -4 A 8 6 6 i2 12 8 6 5 4 3 - 7 7 7 7 7 S.5 { - 5 5 5.,»S (5. 5 ♦ 3 14 12 ,0 9 8 8 6 6 12 12 10 8 6S 5 .7� 7 7 7 7 1 6 4,5 5 5 5 5 1 5 4.5 _ 14 12 10 9 It 8- 6 6 12 12 10 8 6.5 5 3.5 ^ 7 7 7 6,5 5.5 4 - - 5 5 5 5 5 4 J- a < S 7 7 7 7 7 7 7 6� 5 5'� 5-B'" 55 -7 5 7'-0" 14 12 18 9 8 8 6 6 12 12 12 8.5 7 5 ,, ,,, ,,,,,, ,_, 14 12 10 9 8 8 6 6 12 10 6.5 5 4.5 3 7 7 7 7 6.5 5 J - 5 5 5 5 J 5 5 J.9 3 14 12 10 1.9 '8 6 6 6 12 12 8.5 T 5.5 • 7 7 7 7 7 5 5 15 'S 5 5 5 4 VALID ONLY FOR ()? TO }70, -7�j 14 12 10 9 8 e 6 - 12 112 e.5 7 5.5 .a 3 ^ 7 7 7 5.5 4.S 3 - 5 5 5 5 l5 3.5 - PSF AS,D DESIGN PRESSURE _....__.- _R. -..,......_..._ .._....... _._..., __..___....._ 9 8 8 G 12 12 10.5 7.5 6 a,5 3.5 _- 7 7 7 7 ) 7 ? 4 5" 5 5 5 5 5, 5 S RATING & FOR SPANS PER, 14 ti3O 9 8 e 5 If-=9 6 4.5 4 3 - - J 7 7 7 5.5,4 - - 5Y 5 5 5 1 5 a 3 N IZ to 9 e' 6 6 - 1z" 11 7.5 6 5 11.75 - 7 7 7 7.5 6 4.5 - 5 5 '5 5 5 4s - SCHEDULE �3, SHEET 11 14 12 t0 9 9 8 12 i.5 7.5 8 5 3.5 - 7 7 6.5 5 4 5 5 5 _5 } 3 14 12 10 9 A 8 = - 12 12 9.5 a.5 5.5 4 3 - ] 7 7 7 7 7 6 3 5 5 5 5 5 T4-t7 l0 9 8 s - O.5t 8 5 4 3.5 - - - 7 7 7 6 5 3.5 - 5 5 TIE 5 4 -J -_ 14 72 t0 9 A 8 tZ' 10 6.5 S 4.5 -� 7 7 7 6.5 5.5 - _ 5 5 5 5 "5 4 14 12 f0 9 B 12 0.5 7 5.5 a.5 3.5 - - 7 7 5.5 4.5 3.5 - - 5 5 5 4,5 3.5 _ _ - .._ __...._ .._._........ _.._ -....-.._.... .-_."._ _.__. t4 t2 t0 9 8 8 - - 12 11 fi8� 6 5 3S - - 7 7 7 7 7 7 4S - 5 s 5 5 5 5 5 5 4,S I4 12 10 9 8 B - 9.5 7 4.5 3,5 3 7 7 ] 5.9 4.5 - 5 5 5 5 4.5 3.5 - _.- _._ .._ _ - - ..... - - - _ - - 14 t2 10 9 8 8 - t2 l� 6 5 i' J 7 7 6 S' t- I-« 5 5 4.5 1 5 14 12 10 12 1.'_ 6 5 4 3 - 7 7 5 4 3 - 5 5 5 4 3.5 - - 11 12 )O'4 E 8 - - 12 10 7 5.5 4.5 3.5 - -v 7 7 7 7 7 7 3.5 - 5 5 5 5 5 5 5 4 ti' 12 10 9 8" 8 - - 85 6.5 4 3.5-3 - ^-� 7 7 6 5 4 - - -5 5 5 5 4 3 - - -a- 12 10 9 6 8 - - „ I B 5.5 4 - - - 7 7 7 5.5 4,5 - - - 5 5 5 5 4S - I H V BLADE V i • LY 14 t2 t0 9 8 - - - 1,518.5 5S 4,5 3.5 - Ai-� 7,., 7 '4.5 3S - - 5 S 4S 3.5, 12 10 9 8 - - - 1 9.56.5 S 4 3 7 7 7 7 75 5_ .�.�. _. __..... ._....-,.-.- ._I412 10 9 B - B 6 4 J - 7 7 5.5 4.5 J.5 - - - 5 5 $ 4,5 < 3 - is 17 30 9 A 10 7.5 S 4 7 7 6 t3 5 $ 5 <^' 14 12 10 9a .0.51 9 5 4 3.5 - 7 6.5 4.5 J.S - 5 5 4.5 3.5 14 12 10 9 8 - - 1.5ia9 6 4S 3.5 3 - - 7 7 t 7 7 T 4S - I- 5 5 5 5 5 5 i.5 3.5 F3'-O"i4»';12 to A 8 - - 7T5.5 T5 3 - - -7 7 5 4 3 - 14 12 10 9 I B - - - 9 : 4.5 O.J5,- - - -- 7 7 5.5 ^_ - _ 44,5 - 5 5 5 4.S 4 14 1 2 10t0 17.< 5 4 3 - - - 7 i 6 4 3 - - - 5 5 4 3 - - - 12 f0 9 - - - _ 0.5 8 5.5 A 3.5 - - - 7 7 7 7 7 _4_ - - 5 5 5 5 5 5 4 3_' 1 7 5 J.S 7 7 5 4 5 5 4 14 12 10 - - - - 9 :7 4.5 3.5 3 - - 7 5.5 3.5 - - - - _ 5 _5 3.t5 3 "-- _......�..... ...._ ,---- -_ - 14 t2 t0 - - - - - 10 7.5 5 4 3 - - 7 7 7 7 7 s - 5 5 5 S S -!F 4 3 14 12 10 - - - 6 4.5 3 - - - 7 7 4.5 3 5 5 4,5 3.5 - it 12 70 - 9•••i fi } - }_ 7 7 S 5 5 5 4 _ 14 12 10 - 8.5 16.5 4 3.5 - 7 15.5 3.5 - - ! 5 5 3.5 1. 9.517 7 7 5 !.51J,5 14 17 70 - i- - 6 .4.5 3 - - - - _ 7 6,5 4 i- - - ^ 5 5 4 3. - - _ - (�7�'(� (yrr11 ( E� i4 112 10 - - - - _ 7.5i5.5 .75 - - - - 7,•lf7 I.NPtY'- - - 5 5 4.5 - r- - - FLORIDAVRUri BUILDING CUUE�NOET High Velocity Hurricane Zone .. ,` 3,� G+2C17 EASTERN METAL SUppL.Y, INC. I �w 2017 11LTECC,INC. ' tc , E'S •'wy BERTHA HVTIA a�' n rTl ' tom` A Accordion Shutter System E C707, C. ■ ■ ■ ■ H.V. BLADE#1 W/OR W/O H.Y.WINDOW RADE American Shutter Systems REVO Ne DESCRIPTION DATE DRA'NN By'. LC. TILIIT TESTING & ENGINEERING COMPANY Association, Inc, t 01-0 15-085 7/27/17 D-TE: 0-7/27/17 6355 N.S.36.,St.,st,305,-Gi"---GNi0EN5,ROR:OA 3316 a Pno^-:(305)871-'1530.F..:(305)871-1531 4268 We=_kroods Drive 2 _ DRAWING No ,: -;e:Ne<O.W.rom We=t Polon 8eoch, FL 33407 3 A) ••' (`y t E8-0006719 4 17-107 �(3(1glC E ,,Irt WALTER A. TILUT P.E. Uc. FLORIDA €44167 5 SHEET P.E.YSc�ACjSH�s3AfURE/i}ATE 6 14 OF 20 II I MAXIMUM ASD DESIGN PRESSURE RATING (p s f) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) CHEDULE FOR A GIVEN MAX, SHUTTER SPAN, NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE. (SEE MOUNTINGS ON SHEETS 16& 17). l--J E= -- F.d.T F:=-SOUTHERN PINE No. SPRUCE PINE SPRUCE PINE SOUTHERN PINE No. 2 W/ MIN, 0=0.55. 1/2" MIN. COX 2 W/MIN.G-0.55, FIR NORTH FIR SOUTH DOUGLAS FIR W/ M(N. G=0.50 4!/ MIN. 0=0.43 Wf MM. G=0.36 PLYVt000 MNUOL 050 vt/ W/ M(N. G=0.43 V41 MIN. G=0.36 MA1(i!Y..3M WALL MOUNTINGS CEILING MOUNT T WALL, MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M. N, 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS M, N. 0 & R FLOOR MOUNTINGS WALL MOUNTINGS 8.0, WALL MOUNTINGS 8.0. WALL MOUNTINGS B.O. WALL MOUNTINGS W & X W & X W & X P & 0 S&V S &V S & V --_...�_......--._._............`..._..-........_.._.._.-. ....___..._........._._........._ _......___.................._.__.�.�__.,...._..__.....�......._.__.......__._...___.__.__.._...__._._..____..............._...._..__.,.....�.................__.......... _ _. '-' . Si.D✓A 1£VS,E IAF w:LIN W)_D.ESA,won!RMF FKW(�ma IL-71 rswt Kum Mw(Pry S&"217Hcb^ BE=r.1R6 IM)45^.xm r w-i ice'!RAR,(yJJ MM rfl,.f:A MWO WX(yi)sa.M'W9-J.PMR5 itr�, c,t .... .. .. R -. W _. ....,... __-_. ... .. (yry ... 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EACH SECTION CN SHEETS 16&t7- -SPRUCE PINE FIR NORTH W/G-0.43(NAS.)EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE nR SOUTH W/G.O.36(N.D.S.) --MIN. 1/2-COX FLYWOCD(1986 APA) 2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U,SHEET 17 AND SHALL CONSIST OF LAG SCREWS AS PER NDS 2015 SPECIFICATIONS. a.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS ANC SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER FLORIDA BUILDING CODE{Non High Velocity Hurricane Zone i \ r p� 0 2017 EASTERN HETAI, SUPPLY,INC. •\;�E.ry 57774 �A.� .....'�G�L+a, 52017 TILTECC.INC. 4;''• 'W � BERTHA HVTM p ' Q & Accordion Shutter System R Y •'1"�Y T`i-r' } ' E C 0 1 N C. ■ ■ ■ ■ H.V. RADE#1 W/OR W/O KV. WINDOW BLADE American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY Y N.N DESCRIPTION ATC GRAfrt:BY: L.G. Association, Inc. i gLO 15-C65 37/27/1; DATE: a7,2z/17 6355:1.15'.36th.St,Sic.3G5,NRGI;IA GAR.MS,FLV=:IP 3316 ,t • I --.-" ti• Phot:(305)671-;530.vox:(305)671-1531 4263 Westroods Drive 2 DRAWING No La! ,-mmr cnttaaoa.�o�, West Palm Seoch. FI_ 3340? 3 11fi 1-'LTER A 7ILLTt gr.P.E. 4 �` O7 ` FLORIDA l.k.If 44167 5 ShtcET P. .^S£ACt3i t4t,16RE/DATE 6 15 OF 20 END INSTALLATIONS Q1 HV BLADE OR f -A WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS STUDS REO'D. STUDS RECD. rwcin S*0. (IS mew co� EW-a 'M=It ST.05 WST. 0,AZ X, % ELIS-3 CLASS A EXISLIG CLASS `V1111 CD1 vviul: .1. it �. s Pb, f S4 V 1/2- O;,1RAnW4 A. iU ZA5(SM So—. SC'MIX,011 �wPtYZgSea rs(SEE D,1 C63-16)cow. S,-."11 Im I S�19 -A 'N.(=,E RAM s A,fg AT CIT.Vt rt-I i or Ie D.C. /1,S..S. % OCT, S:cE Lowrccmp J)OR•-f4-* SEE%TNL TO MAC- SCE E 011D. r. U,Hi U 4-1 • w. TO M—S 156 TRACKSfs -5 �1911-1:_,_@-fg-!1. jj_­1�,,'F�. 6.' &_�. 1 Dr-,f 11. END CONNECTION DETAILEND CONNECTION DETAIL END CONNECTION DETAIL ;fb END CONNECTION DETAIL(,f!' PEOU'RED OI+Ly FOq SMS CQFATiP, 7-1..--S,, f.."2,5,11�s %,mariv,a wDe -1a, 0 SEE LIMITATIONS OF USE k FOR GLADE OA)ON SHIETT 19 ! "t—ET r,FOP 4 0 L7 Z,IT'p VIEW Fit- 11, '"v3 Ko 0. '[37,•v PLAN fA-A_t DETAIL END CONNECTION DETAIL END CONNECTION DETAIL 12 FLORIDA BUILDING CODE(Hen High Velocity Hurricane Zone' 92017 TILTECO,INC. 0 2017 FASTER(.METAL SUPPLY, IN'C. BERTHA HV,,i Accordion Shutter System 11. E C 0 ,,.. A.&S.A. KV, RADE #1 W/OR W/O KV- WINDOW KADE American Shutter Systems EV..4 DESCRIPTIO„ 0PAI'M eY, L.C. TILLIT TESTING & ENGINEERING COMPANY DATE OLD IS-OP5 7/27/1-1 DATE. Association, Inc. 07/27/17 -pm..S�15.T`I.Di`.A 23 (305)871-1531 4268 Westroads Orilve I DRJAY�ING No 7� TIP West Palm Seacii, FE 33-07 3 S EH-6106'719 /0AfAL 04�, R A,1ILUT Jr.P.E. vL6NVALTE ITs SHEET P.E. SEAL/SIGNATURE/DATEDA LID�1­67 +IIJV N AD +MiTATIONWORKING IN F USE FOR BERTHA �a,, 1 - UNISON WITH HV NN IC%R 1 0) i L MAX.A.S.D.DESIGN PRESSURE RATING: 4110, / 2,MAX.SHUTTER SPAN:96' sl 3.ALLOWED MOUNTINGS:A,D.G&NON SHEETS 6, );AS WELL A5 MOUNTINGS M,0.T.U &W ON SHEETS 16& 17, � � �`+l i f 4 ONLY CENTERMATES 21 RIC(BOTH W/ S1 OR Y AAE ALLOWED WITH(at \ 4d 0?;25� ARRA ED 1H A SYU ET AL OR OPPO`i{'NO LAAYO�UT.IN CASE OF OPPO`SSNG v YOUT,(y��)ixUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF '�61 mI jD�-��. -' CENTERMATE. TYP.EA.END 3 ♦ ♦ ♦ ♦ S,(A)HJ WINDOW BLADE la SHALL ONLY N10W A MAXIMUM OF 5 OFE14INGS ♦♦ ..��"// (3'e HOLES)FOR 4P PER BLADE AT SPACINGS SHOWN ON SHEET 4. ;n, (B)VIN.CLEARANCE FROM 70?OR BOTTOM EDGE OF NV 151NOOW BLADE Liq' AIAX. 5 WiNOOWS a JVI ALLOWED AT tN ♦ 4F ANY 3'¢HOLE FOR 44 SHALL DE 12'. WINDOW BLADE 10 a G � ' (C)FIRST OR [T BLADE COMING OUT FROM STARTERS AT EN45 MAY RE M/ WINDOW BLADE i A}j ♦♦ ♦ ♦ ♦♦ (0)!N VANDOW BLADEMVST BE USED ALTERNATE TO A SOLID HJ BLADEQT THROUCHOUT SHUTTER'S WIDTH. Ap� ♦ ♦ ♦ ♦ Y tri t•�1 (E)CE ERMATES SH,'lll ALWAYS BE INSTALLED NJACENT TO A SOLID NV '� ♦ 1.� 11L1 LV/ BLACE r1 AT ETHER SIDE OF THEM. SEE ENO ' '$ (F)POLYCARBONATE H•f WINDOW 744 SHALL 6E INSTALLED SOT j TABS FACE CONNECTION M". I ♦ ♦ ♦ ue / � / � THE INTERIOR GF THE OPENING BEING PROTECTED. HV WINDOW 44)MUST BE DE'i'AllS ON SHEETS ♦ _ Lf 7 it 1, ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVIDED BY ASSA IO& 1B TYP, f) - $} '¢� 331111 lL V INC. FULL HEIGHT.—"' q•• 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME _ PP �T j �, ad'. BUILDINGS ON SHEET 15,AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES YP $� 1 &2 ABOVE). .' 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK YfALL ON SHEETS 12& 13 AS UMFfEO EY ? SPAN AND DESIGN LOAD(SEE NOTES.I &2 ABOVE). _I B.MINIMUM SEPARATION TO GLASS SCHEDULE.PER STM E-1996: ( (SEE PLAN,FOR REOUIRDAEITS) 1 T)P TCP&BOTTOMW !..�1 o,(g) ' WIrlC ZONE II MINIMUM SEPARATION TO GLASS r^. UNLIMITED MI TH----.. ..._._.__----...._....---.�_...........___"__..__.._.........�._\._J_.1 1. I TH RU 3 ELEVATION IAN.SEPARA00!TO GLASS --- --.--_,_ EXISTING MASS--iF(SEE SC1x'oUS.Ohl SHEET 11 FUR B;A:x.(i; ,.._„•- AYO aN TMS SHCF.T FOR GLJD.S L.&,iA� �'—"•... OPP IN TERMATESd W s( XTERIOR ONLY) siF.BdAIE G GEN 22 Qv d AND W •4 OR f5 NOT BOV ) � t ~ A`-" :I:``v .,- .. \ ! TYP. SYI.IIAETP.ICAt CENTERMATES`r<� /\ /"r-�..__.___u..^_-_-..••___..,- Wj t2 OR .AND --�. s Njo?Sti(SEE NOTE 4 ABOVE) PLAN~ 21 •�3r 1 \ '2d'�A251 f TYPICAL (1 HY BLADE WORKING IN UNISON WITH HY WiNDOW BLADE tiA SHUTTER* ---- 'r iT pr:rJ T s FLORIDA BUILDING CODE{Non High VBtocit)' Hurricane Zone, '•.._"" J*" 02017 TILTECO,INC. LQ 2017 EASTERN METAL.SUPPLY,INC. ��Gti(VSLr ,'�3 BERTHA HVTM F _ n` IIL.IE C O SNC. Accordion Shutter System H.V. BI-ADE#T Wj OR W10 H.V. WNIM RADE 'a ��� � T American Shutter Systems EY.N OESCRIPTION DATE DRA.v.I:Er LC. TILLIT TESTING & ENGINEERING COMPANY ' s<, Associafien, Inc. DLD 15-085 3'rj27/0 wE: 07j27j17 .s..''•. .•' sass:+,+}'.as:e.ss.,s:4.Jas,I1u^:-:(305)8DCIS.1-15.5•ate Pnwe WDs)a7T-16a0.FaA (3as)6n-,531 4208 R'estro4ds UriVe 2 DRAWING No .µ< 1-,•........••• Via'• ,_ 0:Lareecrar:o-.eor*, West Palm Beach, FL 33407 3 EB-0008719 4 17--107 WAITER A.TLUT Jr.P.E. FLORf_•A U.�44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 19 OF 20 /6" ./2-,0035"THICK VARIES INSTALLATIONS WZ (D HV BLADE & HV CENTERMATES (?1 Min ASTM 15 GRAD 10 Min G_0 'I STEEL 2"M... ALv. T UV ErAL STUDS AT 16'D.C. INTO METAL STUD WALLS 1 2" I / �47 GENERAL LIMITATI �qF) I Z4"o NOMINAL rj� ALUMINUM SLEEVE QNS AND CONDITIONS OF USE 12 FOR f3ERTHA(1)HV BLADE ACCORDION SHUTTER 6053-T5 ALLOY LI 3/4, O.G36"THIC9"in I 43a CONT.CALY.SIZE,TRACK CKANNEL,':a 6- LCj 0 6'O.C. SYSTEM INSTALLATION TO METAL STUD WALLS ASTM A 03 GRAPE 4C W,.0�60 1 SEPARATION TO GLASS SCHEDULE C"AtOZED FASTENED TO STUDS W/(2)16,112'TER SCIRD'IS ON I EXISTING FINISH MAX. A.S.D. DESIGN PRESSURE RATING: +75, 75 (psf) tUTEMOR A,EXTERIOR FACE -AS ArPLICABLE 1-0 2. MAX. SHUTTER SPAN: 84"I MINIMUM ZONE MINIMUM GLRATIOIN ASTM E-1996 SEPARATION D3� LENGTH f I MIN,SEP, 3. ALLOWED MOUNTING:(9 ON THIS SHEET. EXISTING GLASS S 4"1 TO CLASS 70 (0-3 1/4-0-2OX3" DOLT (SEE SCHEDULE) n- 4.5 - 4. ONLY ENTERMATE 21 W1 2Q4,HV LOCK ARE ALLOWED I THRU 3 1 MUST PENETRATE n3c -i Uyp-) WITH'21 ARRANGED( A S METRICAL LAYOUT. USE Or (2) 35 (6" LONG. MINIMUM) MUST ALWAYS BE 4 4" ;/4', T,IICX in -EX;STiNG FINISH INCLUDED AT XTERIOR OR INTERIOR ACCESS SIDE OF CONT.CAVA STEEL TRACK CHARNEL t As APPL _050- CENTERMATE. ASTM A-653 GRACE 40 Mil.0--(30 1 GALVANIZED FASTENED TO IT 1./(2)16.1/2 ,!NIERIOR h EXrFRIOR FACE 6-O.C. tt a 6" -1/4**0-20 THREADS BLADE SLACK DETAIL HVF IS ALSO VALID FOR -t (:4 D3O I Z4"0 ELCO CONSTRUCTION 1/2 CENTERMATE(2i�1,APPUCAMON WITH BLADE 12 PRODUCTS FAR-LOK HD rul'.45'. 1 1/7.-,0.035-THICK Min.ASTM A-6.93 GRADE 11 6 O.C. Min.G-60 CALV.STEEL COMPONENTS METAL STUDS AT 16'D.C. w MS WALL HEADER/SILL INSTALLATION _EXISTING FINISH AS APPLICABLE SCALE: 3/6"= I' (T-p.TOP ti 8070M) 2� ...... "k 0.035'THICK Min, 1 .3/4 6 1/� EXISTING GLASS 'totT.Uv.STEEL TRACK CHANNEL �71 AL .;ASTIA A-6553 CFADE 40?/in.G-6.G r CALvANIZED FASTENED TO STUDS SYMMETRYCAL SYMMETRYCALw/(2)#6,1/2'TER SCREWS ON 43Q 5=317 43C MIN- SEPARATIO14 VARIES I114TERIOR 7 F)(TERICR FACE a2 CENTERMATES )yz !ZENTERMATES W/ (SEE TO GLASS SCHEDULE) hi.., .EXTERIOR ACCESS SIDE RIOR_ACCESS SIDE% -------- ------ --------- ------- ----------------------------- ------ ------- ---------------i r--- --------- IN t�(6-Min.) 40 ----------------- --- A2 ------------------------ ----------------------- ------ --------- 2 4 ---------------- ------------------------- ------ --------- EH----- -------------- <�y --------- ------------------- 01� -------------- -- ------------------- -------------------- ---------------- -- -- -------- ---- -----I ---------- - A ::_ijl ---------------- �A2 (2) _0 I 21-- 21 01 1 a I \v 2 11 (12 D -------- J- AV HEADER/SILL ENDS VIEW Y ............. ...... i 1/2-MAX. SLACK ......... SIDE CONNECTION TO TRACK 1/2"(Typ)-­--i ....... .......... (Cont.) HVA !LVB BLADE SLACK DETAIL HVE HVC FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone', i"'. 0201'TILTCCO,IN6 C'2017 EASTERN METAL SUPPLY,INC. BERTHA HVTIA Accordion Shutter System 11L IE C 0 mc. A.S.S.A. RV. MAX#1 W/OR W/O KV. VIANIDOW BLADE American Shutter Systems REV.14. DESCRIPTION DATE GRAIIN a,! L.C. TILLIT TESTING & ENGINEERING COMPANY Association, Inc. OLD 15-085 G7/27/1; DATE: 07/27/1- $j�355_N.w.Zen,S..St..3¢5.VIRG....,RD- ,p--m.3315( )8 -1530.Jr..:(305)9 1-1531 4268 Westroads Drive 2 DRAWING N OR.0-L-1 West Palm Beoch, FL 33407 -3 ;7 WALTER A,Tull Jr.P,E. FLORIDA U" 14167 SHEET P.E.E. sc�� 0 OF 20