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HomeMy WebLinkAboutProduct Approval 4/4/2019 Florida Building Code Online t e _ g -- BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us �` BCIS Site Map Links 4 Search d F'O,c € Product Approval--- USER:Public User RECEI tl ED ar�t*'ss Product Approval Menu>Product or Application Search>Application List>Application Detail : k FL# FL389-R9 DEC 2 3 2019 Application Type Revision ST. LUCIe County, Permitting Code Version 2017 Application Status Approved Comments Archived CD 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 I �� Technical Representative Address/Phone/Email I Z �p����� REVIEWED FOR Quality Assurance Representative �+ Address/Phone/Email CODE COMPLIANCE ICE Category Shutters ST. L UCIE COUNTY Subcategory Accordion B O C C Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tillit,Jr. P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By John Henry Kampmann Jr. 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 17-106 CERTIFICATION OF INDEPENDENCE(1).PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-10 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 Qr �cs https:Iitloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8%3d �l� 113 4/4/2019 Florida Building Code Online 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# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks(top 3-(Non-HVHZ)-Drwg 17-108 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING 17- Approved for use outside HVHZ:Yes 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 the FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING 17- HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 108 PRODUCT EVALUATION REPORT.PDF blade w/o window blade and'8'-11"for 62 psf,9'-11"for 55 psf Created by Independent Third Party: Yes 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 1 Extruded aluminum interlocking blades retained by tracks(top Only-(Non-HVHZ)-Drwg 17-107 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 p.s.f Created by Independent Third Party:Yes negative ASD load depending on centermates and locking rod Evaluation Reports configuration for the HV1 blade,8'-0"for+64,-72 p.s.f.A.S.D. FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC.,. load for HV blade for Keystone mountings 7'-0"p.s.f.for metals INC. DRAWING 17-107 PRODUCT OF EVALUATION stud mountings and 8'-0"for 110 p.s.f.for HVSA working in REPORT.PDF unison. See sheets 7, 11 and 20 respectively of installation Created by Independent Third Party:Yes drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks(top COMBO-(Non-HVHZ)-Drwg 17-106 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC.,ZINC. Approved for use outside HVHZ:Yes DRAWING 17-106 BERTHA HV ACCORDION SHUTTER j 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 for Created by Independent Third Party: Yes Blade 1 and 18'-0"for Blade 2. See schedules on sheet 12,25 Evaluation Reports and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC. INC. DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party: Yes Back F---E Contac -- Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::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 sendlelectronic 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.lThe 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.,pleaselclick here. Product Approval Accepts: https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8%3d 2/3 -- ENERAI - 1.BERTHA N.Y.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.O.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(Oth EDITION)OF THE FLORIDA _ BUILDING CODE.THIS ACCORDION 51JUTTER SYSTEM SHALL NOT BE INSTALLED AT NIGH VELOCITY HURRICANE ZONES. BDESIGN INSTALLED WITHSA SHALL CTIONAtIIY FACTOR'KdBE DETERMINED AS OBS USINGSECTION�ASCE 7-620 OF�IOE ABOVE AND SHALL MENTIONED NOI'EXCEED THE MAXIMUM (A.SA DESIGN PRESSURE RATINC$RED BY SNDICATED WHERE SHUTTER 447t3. TABLE OF-CO R3TENT5 ON SHEETS 11 THRU 15,19.&20, A 1: HVA D fi(17 & f(� IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WHO LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.&D;DESIGN WIND LOADS AREA BY MULTIPLYING THEM BY DA IN ORDERTO-COMPARE THESE W/MAX(A.S:O)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20, GENERAL NOTES SHEEP 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.O„AS TESTED,WERE NOT OVER STRESSED.A 33 S INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NU USED IN THEIR SYSTEM COMPONENTS 1-20 SHS 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 N.V.ACCORDION SHUTTER SYSTEM'S ADEOUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44SWEET 4 All.REPORTS: TYPICAL WINDOW BLADE &WINDOW DETAIL -HV GLADE 0 ¢0214.01-03,10715.01-03,11004A/-05,112/4.01-DS, 10317.02-06.10609.01-10 AND 10210.01-11 AS PER TAS-201,TAS-202 AND TAS-203.PROTOCOLS AND ASTM E-1686 AREA2:.W BLADE(T)AND W MNQQW- BLADE TAA AND E-1996 STANDARDS(MISSILE LEVEL D,WINO ZONES 1.2&3)&11220.01-10 AS PER TAS 201,.203&203 PROTOCOLS LARGE MISSILE. (WHERE APP (CL ABLE) -HY WINDOW GLADE Q 50505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D.WIND ZONES 1,2,3)BASIC PROTECTION ONLY AND 1 0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION& NOTES ON LOOKS SHEET 5 INSTALLATION DETAILS A-F.CONCRETE/BLOCK SHEET 6 2.HV BLADE(D AND W WINDOW BLADE Q 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 DETA3.BERTHA N.Y.ACCORDION PINS.(HV-SCREWS).USED AT BLADES X14UCXLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE$14x2.75'ANO 114X1.75'RESPECTIVELY.410-HT MINIMUM SERIES C£NT'ERMATE CENTERMATE ALTER A NV SHEET B STAINLESS STEEL SCREWS WITH 135.0 W YIELD STRENGTH-AND 180 kill TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED NATING DETAILS HV SHEEP 9 COATING APPLICATORS.REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARLING ON THEIR HEAD. 4.ALL.ALUMINUM EXTRUSIONS SHAM BE ALUMINUM ASSOCIATION Ai1OY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30,0 ksT AND 35.7 ksl FOR END CONNECTION DETAILS 1-6,CONCRETEfBLOCK SHEET ID MAXIMUM SPAN TABLES SHEET It 6405-75 ALLOY. 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 60 ksl MIN.YIELD STRENGTH AND 90 k0l MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY Wf FLOR1QA BUILDING CODE SECTION 2411.3.3:4. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 14 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 k5i MINIMUM YIELD STRENGTH, ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HY BLADE(D: 12,13,14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 IW BLADE d&�i WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 END CONNECTION DETAILS 7-12&X,WOOD SHEET 18 B.THISBERTHA KV.ACCORDION SHUTTER SYSTEM BEARS A U.&PATENT 16'779,582,COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S,PATENT 15'458,179 ISSUED TO EASTERN METAL SUPPLY,INC. 9.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO.RE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAWCAULK AREA 3. WINDOW BLADE ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIM 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 HY AND HO R 4' HV WINDOW ���/ ONLY CENTERMATES AND ENGAGE OR LOCK ALL NV AND HD LOCKS. �� - BLADE M ONLY 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION.SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUDDING CODE.CNE LABEL SNAIL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION W1iERE PERMIT IS APPLIED TO, 13.(c)TAS PCD,PREPARED BY THIS ENGINEER IS GENERIC.AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT:Le.WHERE THE SITE CONDITIONS DEVIATE FROM THE P,E.O. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.E.O.,PROVIDED HE/SNE DOES NOT OEVWTE FROM THIS DRAWING SHALL ONLY BE USED TO j 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 ITWAUO IF ALTERED BY ANY MEANS. R SR'E 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 F.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REYJEW. (e)ORIGINAL-P.&D.'_S1NAi3.BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED ft. FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone ILII 4 A?"'�".y 402017 TILTECO.INC. (5S 2017 EASTERN METAL SUPPLY,INC. ;. CNS .:...=1 BERTHA ZTUEE n ■ . A.S.S.A. Accordion Shutter.System KV a AIX#1 Wj CR W10 KV.YYi WN RAX I 6PTILLR TESTING & ENGINEERING COMPANY American Shutter SyBt®TITS Lv.II DESCRIPTION DATE DRAVIN W. Le. A' 4 Association, Inc. I OLD 15-085 7/2711 OATS: 07/27/17 r� e3ss uw.ss ,st,su.aa5.vRanA woLNs,rtDANSA ansa 4268 Westroods Drive Phone:(.305)871-1570.Fom:(305)871-1531 2 DRAWING Na .fi R ­61: WlecoQCAlcvm West Palm Beach, FL 33407 3 17-107 7`107 _ ti +L Es-aLw67,9 -�`�S�dNA4ti 1''' WALTER A TILUT Jr.P,E 4 rLOROA Ue.i 44157 5 SHEET P.E.Itfxt�St�rtSA`i'tJRE/DATE 6 OF 20 _ __ • _. - � u—-_ — VARIES .�"s""---`� o 0•�A. ' 0-4 4' eS a 4 1. II i HV SQT TQ BLAT}E 3HV UNIVERSAL FLOATER Ot1AL€� =4' �?J HVQ'/1 ft0" STARTER COVERED UNDER US PATENT 6458179 " O / QUALIFIED FOR USE W/ HV F3LAQE�1,� � HV BLADE USE W ,�U" WINDOW �3LA E* 6005-T5 ALLOY AND TEMPER QUALIFIED FOR U�E W HV 6063-T6 ALLOY AND TEMPER -SEE L€ ONS OF USE OF BLA ON SHEET 19 BLADE Ct} .373' 6063-T6 ALLOY'ANU TEMPER .124% 086` B D' 26` w n'+ 72 0 4342. •a In .81 6 2' Q HV ADJ. ADAPTER.W LITS '` " .12 920 137' r O.7 �......». ._..._. nS1� 920— � 226' QUALIFIED FOR USE W/ HV $�J{V WALK—OVER TRACK L�/�ADJ. FLOQ� TRACK BL`DDYE� QUALIFIED FOR U E W/ HY HV TRENCH TRACK ass 7 n. BLADE 1 QUALIFIED FOR USE W HV � QUALIFIED FOR USE W/ FIV 6063-76 ALLOY A 0 TEMPER BLADE(D ONLY. `.'.:' HV RAINGU,RD BLADEt } 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 63-76 ALLOY A_�,jL R VARIES i6` "+ 1.9'6' BLADE NIA VARIES. 1:936' 6063-T8 ALLOY A 0 TEMPE 083. , _ 093'o 'wm '"�•� .100 R I "wE .125' D' err o ,ryry o v 3, �_ •oI no�. 670 1� 0' 670. 5€ 1.686' o P. 670. 3.5 9' PP 67 Tidy. HV OILING HEADER i HEADEWILL '1-3) G HE QUALIFIED FOR USE ALLOY FN BLADE ONLY OUAUFIED FOR USE W/ FN BLADE(�1')ONLY, 6063-T6 aLLdY aN0 TEMPEF1� QUALIFIED FOR USE W/ HV ET 14 111) WALL HEADER/SILL SEE SECTIONS FOR VALIDITY" ECTIONS ITY. QUALIFIED FOR USE Wj HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE(D ONLY, 6 TEMPER COMPONENT A D T1 T2 X Y t )AK X MK Y MN.I 1• €' o.a6s' -------�=-�� 17 2- 5'MAX. 1/6' 1J6" 2' 5'MAX. 0.192• 0.192- 19 .192"1 b SIDE ANGLES ALUMINUM �� 0' ORNER POSTS QUAUFiED FOR USE Wf HV ALfI411NlIM ANG ES i9 2:5' T`MAX. O.s90' ALIFIED FOR.USE W/FIV BLADE QUALIFIED FS USE w/ HV BLADE -T6 ALLOY AND BLADE I ONLY. E1 2' S'MAX. 0.139, 0.131' 606 LLOY AND TEMPER 6063,-T6 ALLOY AND TEMPERL7 I t f1urr�i� FLORIDA BUILDING CODE(Hon High VelocityHurricane tang I;FFs'� 7/ ' . 02017 nLTEca, +c. 02017 EASTERN METAL S4PPLY.IND aa �i ' `tBERTKAH Accordion Shutter Sy stem— —' ■ ■- -Li . KV. BADE#1 wf DR W/o KV. e�pif i� T(LUT TESTING & ENGINEERING COMPANY American Shutter Systems x DESCRIPTION DATE DRAWN fir; LO • }. Association, Inc. I OLD 15-085 7/27f1 DATE: 07737/17 • /AT OF• Y fins N.W.S61h.SL.Sic 305.NRGC:(A GARA7iS,iLMiptA 7S1Q Q', f (308)871-1530,ren:(305)871-1531 4268 Westroads Drive 2 4-1,04;0140pc01.eoe, West Palm Beach, FL 33407 3 DRAWING No .np'•..,.�5� ..•'��'({rt tttl WALTERA000LU71Jr,P.E. 4 17-107 FLORIDA Uc 1 44167 5 SHEET P.E: � ATt/fE/T1ATE 6 2 OF 20 4 6$0' UZ CAST GUSINO ff"O. SSU. I Csy 29 I F_V_? c p HOUSNa EL unc p ED L Iin S I ORES,NPA MW 3 ti J'O. BR4^s5 Cnom P(ATED)(CHROV (CKRour VIAIED) 21 Hy rxmgmm — !t�' 32:5j rA To 0 Hy Loc FIV EGRESS LOCK UALIFI '.2 ED FOR USE W/ HV BLADE I LY UF't) HV FLOATING QUAI E 6053-16 ALLOY A TEMPER 'ED FOR USE V11 RV BLADE I & I ONLY -IFIED FOR W/mv OUALIFIEDeR USE W/ HV 6D63-T6 ALLOY AND TEMPER 2 H CORNER CENTERMATE ONLY. BLADE & gN ONLY. O IFIED FOR USE Vel W BLADE Q)ONLY —r-1250,010, '5181 6063-T6 ALLOY ANA TEMPER PL4F11C HEAD — 13 VOLDED TO 4. 2 SCREW 11,60'AFTER RIVETING 4 rs6BEFORE RIVETING, 1/4"0--2'0 x '3/4" 4 uM13SCgEW I I4"O-20 RIVN SERIES 9444 ALUMINUM(2024-13 AILOY)LARDS FtANOE THIN n SHEET RVISERT,PANT 1 0820,AS,MMUFACTUREO BY AVM 4 CHERRY MaOFM,PARTAPENY.M JERSEY 07054 OR EQUAL �--L-4 � PLM FR=EUVAnON HV. MALE "T" LOCK ENIERMATE HV ALTERNATIVE LOCK LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W HV BLADEC"ONLY HV LOCK ENTERMATE Hy "T" LOCK LE @ QUALIFIED FOR USE QUALIFIED FO ALLOY / 6063-76 JO TEMPER ONLY %V/HV BLADE CV ONLY. LADE I USE W/ HV OUALIFIED FOR USE W/ HV BLADE ONLY. OUALIFIED FOR USE W/ HV SLADE(DoNLY 6063-T6 ALLOY AND TEMPI 6063-T6 ALLOY AND TEMPER .917 3.161 -ILIHUMITTUR .432 1 CYLINDER OR OSA 062* 6 KEY CYLINDER ry 114" 2 HD CENIERMATE W/ NO 69CK 1jr) CEN RMATE Wj 11MING ROD QUALIFIED FOR USE W1 HV BLADE(D& QUALIFIED FOR USE W/ HV BM & OA 6063-T6 # HD CENTERMATE'S INS9111 ALLOY AND.TEMPER 6063-TS ALLOY AND..TEMPER QUALIFIED FOR USE: RV BLADE(1)& to m 6063 -TO ALLOY NO TEMPER SAN *1/2* L* FEMALE "T" OW �a I S­ .2 I(SIS OVAU1.5 OR _='N V 4 AuSasca AXICOI&Azvla DIN UO OR KEY IF .57 MNDER '.78'Mo., LOC TNG ROpL� - ;EY/4-0 HA LOCK QUALIFIED FOR USE W1 HV DE�T Err REGENT'HARDWARE MORTISE LOCKS,SERIES 2333 NOOK BOLT LOCK, THUMBSCREWS 5 INSTALLATION WILL REQUIRE AR/I HOLE "kEIES-S,S, THUMBSCRQNS QUALIFIED FOR USE W/ HV BLADF(D& OA C6 -TO ALLOY AND TEMPER C'I HV 3/8"0-16 ACETAL 20 AISI 304 \�DVALLED-AT TRACKS FORPROPER DMENT UALIFIED FOR.,V,%,&_HV a QUALIFIED FOR USE W/ HV BLADE(D FLORIDA BUILDING CODE(Ron High Velocity Hurricane Zone] 02017 Turco,INC. 02017 EASTERN oxr&SUPPLY,INC. ........ VIIt - BERTHA HVTM EN wt� Accordion Shutter System 11LIEF6 A.S.S.A KV.a"#1 W1 OR W10 H.V.WNDC)W BLADE American Shutter Systems AM V. CESCRI"011 DATE 95KINN BY., La. TIWT TESTING & ENGINEERING COMPANY AssociationInc. I OLD 15-08$ NX,nSt,St.._16S,MROMA C�Mr.UFLOROA SN" , 07/27/17"TE: 07/27/17 STATE m wPa.:(3DS)B71-1531 4268 Westroods Drive 2 —DRAWING No % Vit-00.1,_ West Palm Beach, FL 33407 3 RIID�i"' WALTE M-0006710 4 17-107 ...... R A.71LUT 4(.P.E. NO rLOR4A U.#44167 5 SHEET .E. 'SEAC ... R D 6 3 OF 20 C T o -c c •'F3�p u x s T o `t9"t�°1'L$'" i, Matij13ji1RY CONDITION fit:ONE HV LOCK IS Cr SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SEAN r Q • � '' 10°# OR 12'AST OR B OW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 105", AND FOR INSTA TIONS 7 ANY ELEVATION.HV LOCK arsr MAY B£USED AS.RH INSIDE OR OUTSIDE.LOCK,ATTACHED TO OR{ CENT£RMATES W/(2) 1/4'0--20 x 1/2'LONG FLAT HEAD SS. M.S.LOCATION OF LOCK SHALL BE AS INDICA r---- r SHUTTER ELEVATION. 2. OPTIONAL CONOITION J1:IF DES' R FOR SECURITY PURPOSES, UP TO TWO HV LOCKS;j,W OR¢§MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES dl '" t♦ r LO SHALL BE AS IND LOCATION L BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. oe-xve x - � — LOCKING RODS ARE NDi REQUIRED AT URRICANE POSITION, BUT MAY 4.aA5'oa96 d9opy4� ^tBE USED:IF D !R€D TO EN1iANCE 5HtTRER.FERFD MANCE. LOCl4lNG 8465 OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING F6STHON {NON HURRICANE POSiTtON). q, •ONE HV LOCK BE U5E6 AT CORNER R ANY SPAN AND INSTALLATIONS AT UT51pE OR INSIDE LOCK, ppp6555 ° AT7ACHE0 TO 'CORNER CENTERMAT£Wf(2} tj4 0-20 x i/2'LONG FLAT HEAD SS. M;S.TWO LOCKING,RODS 0 III AT TOP{c BO M SHALL BE USED. LOCATION OF LOCK SDNLL BE A5 INDIGATED ON TYPICAL SHUTTER ELEVATION. trot—Rva MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. + s7pf 'S. ONE ALTERNATE HV LOCK q MAY 6E US tN LIEU OF HV LOCK orU FOR ANY SPAN.AND ! 2 INET T10NS:,AT ANY ELEVATION.AL RNATE-LOCK MAY BE USED AS AN H$t0E OR OUTSIDE LOOK.AT'TACNA4ENT 41'liTTT���__���111TTT OF 1/4"4-20x3/4-S.S.THUMBSCREW TO a OR�CENTERMATES SHALL BE MADE W/ 1j4'o-20%314"ALUM. / x S RIVNUT AS SHOWN ON SECTION HVE. SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO b _V11 LOCKS AT 1/3 OF SHUTTER SPAN. 1 .�agg�r 6. j dATORY CON0.ON(,3 FOR KEYSTONE MOUNTING INSTALLATIONS: ONE HV LOCK Q,$or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 36,AND FOR INSTALLATIONS.AT ANY ELEVATION.HV LOCK(8 or 03 or 0 MAY BE USED AS AN INSIDE OR OUTSIDE LACK.ATTACHED TO @ or 0 SYMMETRICAL CENTERMATES W/(2) 1/4'-20'x 1/2'LONG FLAT HEAD S.S. SEE END M.S. LOCATION OF LOCK SHALL.BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/(J, CONNECTION i OR @ TOP AND BOTTOM 15 COMPLETELY MANDATORY. DETAILS ON d F C H I J x L � Y F 0 8 V W 7R a TTYYa FULLL + *NOTES ON HV "T" LOCKS AND CE T� ERMATES• HFJGHT. OF CORNER 1 -,:xuuom aw CENTERMATE +, .• ONE ALTERNATE HV•T' LOCK MAY BE INSIA�LL.EO IN LIEU OF HV LOCKS dal OR FOR ANY SPAN AND (N`Ty ALTRTI AT ANY ELEVATION.ALTE LLAT€LOCK pQO AAY BE USED AS AN INSIDE OR CU IDE LOCK.ATTACHMENT OF LOCK rD INCLUDES USING REINFORCING LOCKEEFF��,,,7�, AS SHOWN ON SECTION KVG, SHEET$, WHICH MUST BE CONNECTED TO CENTERMATES 0 AND 4&W/ 1/4'0-20 x 1 1/8'LONG B.S.THREADED DOLT W/'7/6'0 x 3/32' ''✓ WINGNUT OR Wj 1/4 C-20x3'S.S.M.S. INTO A 1/4'ox 5/5'RNNUT. OCK MAY BE INSTALLED AT MIDSPAN OR 12' (8)- 7, -f@-@)-0,7 -@- MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS S TOP AND SOTOM IS MANDATORY. , 0D.@8 *TOTES QN HD_LQCitS ENJERMATES: tS i HD LAK W,(NZd -.,,,y,!`d�_�1 QR 3t 1 NZ 133: ONE ALTERNATE HD LOCK I&MA�YBE USED IN UEU OF TYPICAL M HV BLADE SHUTTER ELEVATION HV LOCKS�I OR 4 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HO LOCK(B MAY BE USED AS AN INSIDE OR,OUM0 LOCK.ATTACHMENT OF HD LOCK TO P_IS W1 3#8 x 3/6'F.H.S.S.M.S.,AND INCLUDES N.T.S- REINFORCEMENT 1NSYRT AS SHOWN ON SECTIONS HD8—HAND HDC-HVC,SHEET Iii,LOCK MAY HE INSTALLED AT MIDSPAN OR t2'MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS -i5 COMPLETELY OPROWL - 1JTJFliArrrr"„�yr'i I on High Velocity Hurricane one 11+ Q`- /�•^��, 07017 TILTECO,INC. 02497 EASTERN METAL SUPPLY,INC. 1 --ERT—HAH TM ;` '°'•'. IL �CO >NC. ,A,.S„S.A,. Accordion Shutter System H vBLADE t w/OR w/o H v.t�tTmax BLA> /f' r; American Shutter Systems EV.x orscal of UATC ORMIN BY. Lc. ! / , TILLIT TESTING & ENGINEERING COMPANY �:; R +Y 6355 H.p.Sam st 5 c.JG6.UlGxrx FaRDCrts rxdRtA S3i6 Association, Inc. 1 OLD 15-085 17/27/1, DAM 07/27/17 1tti Phase:Uos}a71-ss o.ro::Csos)dn-+sal 4268 Westroods Drive 2 DRAWING No ��/•�.,,,,,,,...•1� ttt c-m uloai9.tom West Palm Beach, FL 33407 j —1d� r� t)Wial ��► ,IllWALTER A TILUf Jr.P.E. P.E. SEliLJ51(r`I r1iURE/DATE FLnaaA Lk- N s+1st 6 SN 6 ,OF 20 POURED CONCRETE ONCRETE ANCHORS OR CONCRETE BLOCK POURED (SEE SCHEDULE ON REQUIRED 1/4.0-20x3/4'S.S. POURED CONCRETE SHEET 13) CONCRETE ANCHORS MAG#itNE SCREWS CONCRETE REQUIRED F' t % (SEE SCHEDULE ON 1Y/ 1J4'-20 REQUIRING CONCRETE ANCHORS 17 18 Sw—NE(SEE MOUNRNG®ON SHEET 7) '-SHEET 13) NUTS O 12'O.C. (SEE SCHEDULE ON SHEET 13)`'•� Nin, 1/4"m-20x3/4"S.S. Mt^. OR(D0 Ea, MACHINE SCREWS USING 1f4-20 NUTS © 12.O.C. Min .250-Mag. I' ----. 13 0R 15 L_ 250' 1 I .250'Max. I E D'x Max. i T E I H i E.D.' t L t f OPTIONAL i I I 'I 4. - �OP170NAL I i i �•�I I spMem ( roH yI 1 I 1 a"B 1 .'-,AOR H^1♦ j ,r MIN,SEPARATION 70 GLAEEVT 1 1 �!4H¢T HV H r ,V,' pOLASO (SEE SGhEOULE ON SHEET 11) H i EXISTING ( RAtXS tOk� i MIN,SEPARATION TO GLASS ( 1 GLASS GRASS---i r-(SEE SCHEDULE ON SHEET ti) XISTTNC H 1 GLAss—' O HV WA(,L HEApER iNSTALLATiON HY WALL S B� ,ALV WALL HEADER INSTALLATION + K SEY IDNE EXISTING ...._.- L , ) MIN.SEPARATION TO CLASS s GIAS 11 ` 1 /:,OR �♦ j I I 1 1 EXISTING I {SEE SCHEDULE 0.14 SHEET SI) r 1 „SC41'sAE OHist'Et ( .i 61L4.SEPARATION TO GLASS GLASS----! t1 frR 11 EE SCHEDULE ON SHEET i T} I ON SHOT 19 fOR `'] • EXISTINy ( gAGSmh� t1 �I} g G ' i H j OPTIONAL r I 1(C,ii(t{ GLA55 E.D.• I I I i I N f Ox. r 3. I i IliI I �'E.O. •__ I ! L�OPTIONAL 13 aR 15 i t E.D.' i i i i •- E.D.- ILA'i r1/2 g LL E E. ' f2- --- 13 OR 1 y I M,t' 12 ORC4)j I _ 1/4'0-20x3/4•S.S. f Uin. 1 - \ "'FO.-:M PWPSTRUSSHEAD I : if4'0-20x3f4'S.S.PN1LLtPS MACHINE SCREWS USING - :J,,.'' cONGfiETE ANCHORS TRUSS HEAD MACHINE SCREWS ^^CONCRETE ANCHORS 1 1/4'-20 NUTS 0 12'O.C, -•(SEE SCHEDULE ON W/ 1/4"-20 NUTS 0 12'D.C. (SEE SCHEDULE ON SHEET i3} 1 Ilia. POURED CONCRETE— SHEET t3) POURED CONCR[IEl1 OR CONCRETE BLOCK CONCRETE BLOCK ANCHORS REQUIRED W REQUIRED fn"1 N_V�IgAIs� I INSTALLATION (SEE SCHEDULE ON HV WALL SILL INSTALLATION �.,/ RED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED HV WALL SILL INSTALLATION TOTE FOR COIARINMION DE SECTIONS: .—. INSTALLATION DETAILS W/ I-SEE SHEET 4 FOR TYPICAL SHUTTERF(;E� rEDGE DISTANCE ♦ SEE ULDTA TIONS OF USE FORH Y BLADE ASSEMBLY SP€CIFICARBLAto ONS 014 SHEET 13) DE ON SHEET 19 M. 2-MOUNTING SECTIONS CAN BE COMBINED _ IN ANY WAY TO SUIT ANY INSTALLATION. i iii FLORIDA BUILDING CODE(Non High Velocity Hurricone Zama '•U`�� ✓ 42077 TILTECO,INC, ®2017 EASTERN METAL SUPPLY.INC. ti� sF '. BERTHA VtVTM •4Accordion Shutter System 11. E C O i m c, ■ ■ ■ ■ KY. BLADE#1w/OR w/o Fl v.xlrnow BLADE American Shutter Systems Rty.N piscinprial, OATS ORA&N ay: L.e. j} @ TILLIT TESTING & ENGINEERING COMPANY Association Inc. 1 OLD 15-085 7f27f1GAtA 07127f17 ,�`'•.• (�' �'�`'�`' "''—' -j4<-» sss Nr. v , .atinxw cu . cwA na D 4268 Westroads Drive:(305)871-1530.Fay:(305)871-1531 : DRAWING No s .E�G HRH a-m z:E9U1staCUo.<a West Palm Beach, FL 33407 3 J�NAi 70 I,tI -0006719 4 17-107 A xixAlA WALTER TILUT Jr.P.E. P.E. SEAL/SIGNATURE/DATE FLORIDAuu 44167 6 SHEET 6 6 OF 20 ._ -- --- NCREI£At3CLi0RS Kx SEPAAAco+ f @___—fl ESR4 i tcs,scvvunw+ PDt)REII (SEE SCHEDULE ON SHEET 73} to a+as(#7[ r EXISTING I r } i. TO BLISS CONCRETE GpEDUI ON GLS t(SEE. aN xx REQUIRED EDGE OF i1 S w 440i�AND un.UFAR"I'A" + 9 '� 1 E:D*. ✓ MPU CLASS 6 EXIS HIOCS(11m Q„N -� [aros �) 1 e 4 - /' '" f ✓ i N3ERNgE .� ' EXISTING AFIC14OR i ,' ° f✓EQ E f s ✓ i TION ` Z • #100/4-HEX WASHER MEAD iiS �� }'� OR OR 15 . 3f9•MW. TER SCREWS 0 12'0.C_ 8: ,. , EDGE of CONCRETE ANCHORS LAD IF 1+ i {SEE SCHEDULE ON SHEET 13} I• EO `� r + ✓APPLICABLE n ` t 1 + "."' ✓F 'f ECGE'OF EXISTING L i -•--i:✓ i ? '1( SLAB GLA s SSLLABE 4 c 1 t J2 -+�+, E01E OF APAtlGABLE APPLICABLE SLAB N ' F o + -E 0 -£Q APPLICABLE P RED CLASS(SEED.4 CONCRETE POUREI FLAT HEAD CONCRETE ANCHORS u + �, POURED.....,... +' COt RM REQUIRED (SEE SCHEDULE ON SHEET 14) 11 PCR D114:iDAtO , '- 'R U4tED FLAT HEAD CONCRETE ANCHORS ON sari,14 Pus 1 Q CONCRETE ( HiA4LsQisiT9 REQUIRED E.D, E.D,• (SEE.SCHEDULE ON SHEET t<) 11 TRENCHINSTALLATION ALIO ONLY FOR UP TO +70, -75 PSF A.S.D. a1 HV FLOOR INSTALLATIONBYWALK-OYER-INSTALLATION DESIGN PRESSURE RATING & FOR SPANS PER NV CEILI ISG INSTALLATION SCHEDULE#3,SHED T, �,... EwsTRtD etic TSM+ 1.. CONCRETE ANCHORS D + TD 1Mwts +---"---tstc-,44 II) v uaa SEPARAT�pi L 1 U � {SEE SCREDULE O.N an,.;�¢ar l y ro awss --� SHEET 15} tj;•e rM I k I ate+ iY EXISTING--i 1 ' EXISTING T..._.._,_._ TVI04LODY OR 1 jvo Poea+s I f EXISTING ur+.SWwwTa+4a crag _____ ��} GLASS--� FASTCNERS TAPPER*ANOiO S At 1 A GLASS-^^-; GLASS 1EFf.6aiWC cR sew'I) `X l!J ' uxc urw.ma 14' 131e Krt.DAIML04T d 6. ' i i i 4 - i 0C.FOR UP TO 6'•XO'SPAN AIS! D It �'O.O..Sp.4 L/JKA.'N TWJ+ i / }.SERANI AT E4'thi'FASXElIOi I+V.:1 0lp- (OqE-=t CN k/2` 8 1 • 11,0x3/4`tIEXL tPE 0 s.: 9GEC et ttXY t)w1+,,KrrS 3j8" t"MA)L. 3 DR S5 i 1 WASHER HEAD TER SCREWS t < 8"/ a 12'O.C. {L 8 11453/4' HEX HEAD L� 1 TEK SCREWS 4 S'D.C. +' F.L. I t 3!e DR 1/4'4-20 S.S.M.S. I CONCRE(E ANCHORS +m +(� 3j $i4M3f4"S.D.S. X - 14 Sf4' 'I f tr50.°O.ij[•a.3D NUTS W/NUT 4 9`Q.C. v ®8 Q.Cr I MoY. �'r. •• d I (SEE SCHEDULE ON r P) d - " 1j2 ✓..r j SHEET 14} f " EM:It NON STRUCTUP/L -- / 17 GR 18 1/2' ! w` -17 R� 1 I 2.Do"�dIN. WALL Thlu(DEcaR T s°iAED '� E a eL",_1 f $T4M3j4' MIN. POURED Ca+CRETE APPLICABLE1 coNCRETE Nc+loRs SEE NOTE ,s{c}. � _ 6NOTE ka{o} IREeLa4E4 POURED CONC ( SGtfEOUt£ON ON SHEET 1 POURED CONCRETE ON SHEET 1 ,a Dom" OR CONCRETE OC% 511EEi YA) OR CONCRETE BLOCK —i '" KOUIRED REQUIRED KEYSTONE M0U TING INST T10N PHONAL POURED K F QQ S Q G w.M4ALIM AS.C.DES�+N PRESSURE'"e.�7' "�� CONCRETE Q HV WALL WALK—OVER INSTALLATION "=Uf.1 51WTTER SPAN W-D' REQUIRED _ ! D' INSTAL ON t f1m, HALL NOTE fog 4 « R£4AALE WHINSTALLATION PERFORMED - E.0.-EDGE DISTANCE ADJACENT TO AN OPERABLE EXIT M SEE L+MRATIONS 8F USE FOR T SEE SHEET 4 FOR TYPIC SHL,r1£R (SEE 5P£I�Q�TIaNS ON�NEET , ) OR „�E BLADE SHEET,s INSTALLATION DETAILS W1 d) HV BLADE. ASSEMBLY 24-MOUNTING WAN70 SUIT MY-N5TBALLnnOiiINEU t#1i7 p5 h � �P FLORA BUILDING CODE(Non High Velocity Hurricane Zone, P n• 02017 EASIER N MEAL SUPPLY,INC. `11 •'"taG�lys.�;•.,�/.�=w 02017 m7Eeo.INC. 13E FFITNA N TM 0.4 �; "'—'—'"` A � Accordion Shutter System ■�■S■ A H.V. r #1 W/OR W/O H.Y.WINDOW IAADE TILLIT TESTING k ENGINEERING COMPANY American Shutter Systems Ev.N DESCRUR1oN DATE DRAW14 Sr: LC. Association, Inc. 1 OLD 1s-Qas 7t27J1 DATE. 07/27/17 6si5 ttw,i6ur.St-Ste 3a5,NRG4a4 6•ADi.4+5,iEORRdA Jiia " 1s 4268 Weskraads Drive x DRAWING NO Phone,(3os)671-,530.roM:(aDs)671-ts3t rt?AiJ�( it ��4 LLT o_m:a 1XI'ao`4.0-1.4M West Paim Beach, FL 33407 3 -�- 17-107 WALTCR A,TAUT Jr,P.C. 4 �'"•�"'Ar'r r FLORIDA U.144167 5 SHEET P.E. SEAL/SIGNATURE/DATE D 7 OF 20 POURED CONCRETE POURED CONCRETE _POURED CONCRETE ED­C&4CAaE OR R N OR CONCRETE CONCRETE BLOCK WALL OR CONCRETE BLOCK ILL REQUIRED BLOCK WALL REQUIRED REWIRED BLOCK WALL REOUIRED EXISTING GLASS 1I GLASS CONCRETE ANCHOR 2'MIN. E)OSTING GLASS EXLSTIFIG CLASS 1 0 —/— M .�2' WN, To Q.Ass(SM Mil.SEPARAIM 5040DI ON SHEET To am, TO MASS(SEE Ea TO wm(SEE MAY it FOR ELAVEOAM SCHEDULE ON SHEET EO I t ----TrTMI SCHEOLLE ON SHEET ON StW 19 FOR '�%AM I I FOR (D&6) 19 1 I MR BADE On,* NT, SWEEP _ 1/2' ON SHEET 10 FOR (LOCATE AT ON SHEET is FOR (6063 M.CLOSER: i &ADES(D 8 EfREIR SIDE SIDE MIN "LATE ILOCATE 1/2' T EIjtt' 5 A �R go\ OF A,USE I'OR 2'1 1/2'MIN. (AS APPUCA8LE)x2'xI/8"x0 -—----- up ALUMINUM CUP ANGLE S,M.S__/ R7W 0 16 16,O.C. (6063-T6 ALLOY)AT MJDHEI (1)pDAI/2-S.M.S.To p4 1 04 Q71/4-0 TAPCONS ANCHORS TO i SEE DETAIL X F WALL AT I-D.C. (LOCATE AT SIDE CONNECTI 14 I OR & EITHER SIDE OF@) Q OR & 1 OR & SEE DETAIL X FOR (1)OR 4 TO TRAC SIDE CONNECTION SEE DEUTAJI.X FO SIDE CONNECTION 00 TO TRACKS 6- 8 TO TRACKS 1 0 0.9 7 L (D-0 0.-0-0.6- 64-6-64.6i. @- , 0. -@QT- - I END CONNECTION DETAIL ND CONNECTIQK-NJAL END CONNECTION END CONNECTION DETAIL (j) 2 A REQUIRED ONLY FOR SPANS GREATER THAN 12'-,0-1 /­EMUAR NCRETE OR EXISTING V CONCRETE BLOCK WALL CLASS 4 ExiSnNG 7 REQUIRED Z— GLASS > -------- ?M.SEPARATIOrl To am(q-x OA@OR OR Ctt TO WND CONCRETE �1/2r*LAIN. SCHEDULE 00 ------- 4. OR@0�1(90R(q qtL SVw I ANCHOR 0 11 FOR SADE(Dow ELAM(D 12" ON SHEET 19 FOR CDNCRE7E I @-"i ED D.C. -—-—- -e L 1/2-0-114 OFI OR 2"mitt, ♦ SEE:LIMITATIONS Of USE FOR BLADE ON SHEET 19 @"@cR(9GR(5aR(9 5 60 R &NJ PLAN DETAIL 1 OR POURED CONCRETE OR — END INSTALLATION CONCRETE BLOCK WALL EQU[RED 8-3 0- -0- 1 HV BLADE OR 4_4 BY WINDOW BLADE INTO CONCRETE. 0R CONCRETE BLOCK WALL. NttO -END CONNECTION DETAIL 5 ' "RONNECTIN DETAIL@ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, . ...... 02017 02017 EASTERN METAL SUPPLY. INC- '41V�% -z- SEWTHA R—VTm Accordion Shutter System /TiLEANSA ' KV.BILVE#1 W/OR W/O N.Y.WNDW WX Z67,7\ . . n 'a i American Shutter Systems OtSCRIPTIO" DATE DRAWN GY- L.C. ..'4cir Z TILUT TESTING ENGINEERING COMPANY Association, Inc. OLD 15-085 07/27117 DAM- 07/27/17 8333 tLW.M,SX.St,.30.MWM CARDEM.AORGA 3316t 1%_x1, P". 4268 Westroads Drive —3 t'!530.fox!(305)671-tMi DRAWING No L 33407 3 West Palm Beach, F '141 0006719 4 17-107 WALTER A lILUt'I,.P.E. ........ nOW4 Ul-It 44167 SHE S S IG RE/DATE 6 IIS OF 20 EAL/S SCHEDULE-�! SCT3EOULE2 - _ MAXIMUM SHUTTER SPAN** L+-' OR "L-" MAXIMUM SHUTTER SPAN* "L+" AXIMUM SHUTTER SPAN*"L+" L cN LI ATION t .ND ' ((t.). FOR INSTALLATIONS Wj $im OR -L-'(ft.) FOR OR "L-" (it),INSTALLATIONS _ CizFuTERMATFS..� & ® or -or INSTALLATIONS W/ � W CONCRETE & WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK or Q or or CEgj �,&I�9 gt W/ ONE HV LOCKS MANSORY POSITIVE A.S.O.DESIGN PRESSURE RATING. HD LOCK W/ NO LOCKING RODS or ONE HV LOCK pr or L MAX.ALLOWABLE SPAN FAR A GIVEN NEGATIVE CENTERMA�, 28 29 W ONE W/ NO LOCKING RODS h2 OR Wj NO LOCKING WALL A B C, D. E. M. N, O, P, 0. A.S,O.DESIGN PRESSURE RATING. t@ / `�' ODS MOUNTING F. K & L R, S, & V. `o"T' LOCK 30 W/TWO LO(©NG (SEE NOTES°t:tt) O (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR ��,/ (VALID FOR MQUNSlNG t RODS 35 tM�TNrOIP GG&**�B�O�TTOM EE ryn SHEET 7) FLOOR/CEILING G, H. i, 11. 1 T, U. W & X WALL MOUNTINGS(TOP/BOTTOM) OR FLOOR/CEILING: CONCREI�.&hO INSTALLATIONS 0 CONCRETE&WOOD CONCRETE MOUNTING uAxmUM #L'X' u - No`s INSTALLATIONS & M GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, AAA DESIGN .Lao:DESIGN A.S.O.DC51GN DETERMINE MAXIMUM SPAN 'L+'FROM SCHEDULE. PAEMK WALL MOUNTING FLOO CEILING PR VRr WALL MOUNI44 rmFLOOR/COUNG MOUNTING RJ PAI NG & RA71NG GIVEN A NECATM AS.O. DESIGN PRESSURE RATING, 1 1 MOUNT NG (asA,y FLOOR/COLING MOUNTING "tl OR DETERMINE MAXIMUM SPAN 'L-' FROM SCHEDULE. (+.CR_) (+aIN-y (+OR-) FLGDR AL1,.MOU14IUNG � MAXIMUkd SHUTTER SPAN 'L+'OR"L-*FOR L t (IO L-{0) t t (A} L-00 L t {d} 16- t t (3O t-{p} INSTALLATIONS INTO WOOD'SHALL BE.LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL.TO THE 30 QR LES 16'-0' 16'-tl' }6'-0" 16'-0 30 16'-0' te'-D' 30 t6'-0" le'-O' 105 psf.A.S,D.DESIGN-PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN "L+"AND'L-`. 35 14'-t0` 14'-t0' i5`-7` 3$'-0` 35 #4'-10' 14'-10' 35 t5'»2' le'-10' 44 13'-f0" t3'-IO' 14'-2" _57-2" 40 43'-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'-I" 45 13'-4" 14'-3' 1' HV CORNER CENTERMATE#3 MAY BE USED AT ALL COMBWATIOtiS IN BETWEEN WALL MOUNTINGS 50 t2'-5' 12'•-5' 12'-8" 13'-7" 50 12'-5" 12'-5' 50 12'-3' #3`-1' MOUNTING INSTALLATIONS. LOCKII40 SPECIFICATIONS W/FLOOR/CEIUNG MOUNTINGS: . ' 55 11'-10' I1'-10' 12'-1' 12•-11' 55 11'-10' If'-10" 55 11'-1' I1'-11' SHALL BEAS INDICATED ON MANDATORY CONDITION #2 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 60 1l'-4- 1V-4` 11'-7" 12'-4" 60 Ti-4` 11'-4' 6D IV-2' 10'-1i' NOTE#5,SHEET 5. RATING: 65 IO'-f0' t0'-10' 11'-1' 11'-11' 65 10'-10' 14'-10- 65 9'-5' 10'-1' DETERMINE: Lt+= MAX.SPAN FOR WALL.MOUNTING'INSTALLATIONS. 70 I -6- 10'-6' IO'-9' 11'-5' 70 10'-6' i0'-6" 70 8'-O' 9-4' tS+= MAX.SPAN FOR FLaOR/CfiUNG MOUNTING 75 10'-1` tD-1" 10'-4" /1'-t_" 75. t0`-i' 10'-i' 75 0'-9` `'t'EXCEPT'THAT MWGMUM SHUTTER INSTALLATIONS, 60 g-10' 9'-10` 10'-O" to*-9' 80 W-10' W-10' SPAN%+"OR i.-'AND MAXIMUM AS.D.OESING FOR A GIVEN NEGATIVE A.S.O, DESIGN PRESSURE 85 W-6" 9'-6^ 9-0" I7-5' 85 9'-6' 9'-B' PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE RATING; 90 9'-3` W-3' 9'-5" i0'-1' 90 9•-3' 91_3" OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS DETERMINE: i- CONNECTIONS TO KEYSTONE MOUNTING Li- MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 95 9'-0" 8'-0' 9'-2" 9-t0' 95 9"-0^ 8'-9' LIMITED TO +64,-72 p.s.(. AND B•-O' SPAN, SEE L2- MAX.SPAN FOR FLOOR/CEILING MOUNTING --g�..9 '•-8'='� -0 9- 100 8- MOUNTINGM(�DN SHEET 7, INSTALLATIONS. 105 8'^T T-it' 8'-9" 9'-4" 105 V-7" 7'-11' --8,,�`.._ -7• FINAL MAXIMUM ALLOWABLE SPAN 15 EQUAL TO THE 115 $-2" 7'-3' 8'-4` W-11' 115 8'-2' 7'-3' SEPARATION T4 GLASS SCHEDULE MINIMUM BEty'IEEN `L1+', 'L2+', `Lt-'AND'U-" 120 8'-0' W-11" 8'-2' 8'-9` 120 87-0' 6'-11' (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7•-10' 6'-8' 8'-0" 8'•-5" 125 7'-10" 6'-8" ALLOWABLE SPAN AND NEGATWE A.S.D.DESIGN 130 7'^8" 6'-5' 7'-10" 8'-I" 130 7'-8" 6'-5' INIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 r-7' W-2- 7'^9` 7'-9' 135 7'-7" 6'-2' WIND ZONE SPACING. 140 7'-5' 5'-11" 7'-7' T-6' 140 r7'-r 5'-11, ASTM E-1.996 SEPARATION 145 7'-3- 5'^9" 7'-5' r-3' 145 6'-9-9' Tt} GtA55 150 7'-2• 5`-T T-a' T-0" 150 S-7155 7'-0' 4'-5` 7'-2'- 6'-9' 155 -5" ) TNRU 1a160 6'-t1' W-2' 7'-1' 6'^7" 160 5'165 6'-10' 5'-1' 7'-O' 6'-4' 165 V-1170W-2' 170 4'-11' 175 W-7' 4'-9- 6-0 8-0 175 4'-9' Tao 8'^6" 4'^8' 6'-8" 5'-10' 164 '6'-6' 4'-8' 1 / H V BLADE 185 6'-5` 9'-6" 185 6'-5' 4`-6' .."-.� 190 f1'-4` 4'-6' 6'-6` 5'-6` 190 6'-4' 4,-- 16-5— '-5`195 6'-3" 4'-3" 6'-5" 5'-5" T9.5 6"-3- 4'-3• _ 240 -6'-2° 4'-2' 6'-4' W-3` 200 6`-2` 205 6'-r' 4'-I" 6'-3" 5•-r 205 6•-1 1N "r�� FLORIDA BUILDING CODE(Nan High Velocity Hurricane Zone S 02017 MTECO,INC. 02017 EASTERN METAL SUPPLY, INC. !'' ""• $ A Accordion Shutter System z L *Vr.V iHC, ■ ■ ■ H.V. BLADE#1 W/OR W10}LV.UNDON BLADE t American Shutter Systems TILLIT TESTING'& ENGINEERING COMPANY DL.N scaNvnar DATE oRAwN eri M MY.N G. ASSCGiCtiOnr Inc. I OLD 15-085 7f27Ji 051E: 07/27/17 .r `'• 1� tN 6355 N.w.36th,51,SN.3G9•NRGGflt GMNIIFS,FLLfY41A.331H I— univ- A% Pha"a:(3ps)a71-isw.fa.:(3osy67t-Ns3t t Po W Beach, Drive 3 DRAWING No £�S��M...... \tltttl o-n d�ulOte�6719Lcam West Polm Bench, FL 33407 ; 17-107 ,rI WALTER A TR1dT Jr.P.E. A"' FLOIRDA Lk:1 44167 S SHEET P.E. SEALf$iGl�it(t)RE/OATS. D OF 20 YI'i4-ANGNOR�`�A�,j'(=`(t�-),_SGFtEDtLE-F,�R A A�SN�tt'Tt•'R SPAN' ASD DES19N hEGA7�tc P-$W!RE IjATI�C� Ni3 �OaRESPONt31s f°O� �[0{SAN Et�C1R CGN(�tRE ANCHORS SSPACING LEGENb POURED COtiCRETE 17DUNnMS�,e,C,0 AUD oN Syler a POURED CONCRETE BLOCK TAPCON OR (DWALL HE'D -MOUNTING-- - A WALL HEM MaUNRNC 0 Wil4.l.'Sll,l HUNTING D WALL SILL tlUNTINC C 6c WALL HEADER/SILL TAPCON WITH ADVANCED WALL. MOUNRNG W W. MOUM1RiNG. THREADFORM TECHNOLOGY SPAX SPN {tt) ASO,11fSt0t tiSg15E 11�ASK 9Apt0 AS1L OFA7at iQG{TM1E FF.E99.6E ASO,IY o N[p7lME PFFT3"AlR[ROM x58,CES701 NErJOSE�P�WJRE R51N0 ASA 0E'SCIt If1:00E PRES'WrI WM ASA.DMO Mum Mff..4"'d9E M11Wy ALL POINTS SOLID-SET 30 40. So 7S" 90 120- 205 30 I40 80 75 90 t2q 180 2115 30 40 $a 7S 9q i20 Too 205 30. 40 -80 7S 90 120 t60 2275 30 +0 60. 75 q0 720 160 205 3o k0 68 7S 9q,t20 iSq 26S BLUE TAP 14 72 t0 9 a a- 8 8 14 12 10 0 "8. 6 14' t2' 1 9 8 8' 6 S 14 12 10 '9 8 8 -• 14 12 t0 9 a 8 6 3,5 8 '8 8 8 3'^D" f4 t2 70 9 a 8 8 8 r# 12 t0 9 9 a B 6 1i 12. 10 8 5 a B 6' it 12 t9 9 $ 9 6 6 li 12 10 9 9 a B 9 B a 6 $ TAPPER+ flR 14 12 10 9 8 8 6 5 14 .12 10 8 8 '0 6 8 14 12 10 9 8 8 6 6 14 12 10 9 8 $ 6 14 12 10 9 8 8 a a a a a a 8 8 8 6.5 1# 12 10 9 $ a 6 8 /4 12 10 9 fl a 6 6 ti 12 10 9 a a 8 8 1< 42 10 9 8 8 8 - 14 12 10 9 8 a 8 9 8 a a 8 8 8 8 T 14 12 10 9 6 .a a i, 1412 10 0 8 8 0 6 14 72 to 9 8 e 6 a 14 12 10 0 a 7 - - 14 12 '10 9 '8 7 2.5 - a B D a a 7 5.3 4 4'-a• '14 1a .f0 9 8 8 8 4 14 12 10 9 6 8 6 5 54 12 to 0 5 8 6 6 14 '12 W. ,a 8 8 5.5 - 14 12 10 9 8 a 8 6 8 0 B a a a 8 8 14 12. 10 a. a 8 43 - 14 t2 i0 9 8 8 6 4 14 12 iq 0 8 b 8 8 t+ t2 10 9 8 8 - i4 2' t0 4 8 8 8 8 'a 8 $ 8 8 55 ,4 12 1D 9 a $ 6 4 14 12 10 9 a a 8 6 14 12 10 0 a ,8 6 6 14 12 10 9 8 8 - l4 12 t0 0 B 9 '8' - 8 8 a a 8 6 7 5,5 14 12. -TO- 9 '8 8 45 - it 12 10 9 a a a 35 14 12 t0 0 8 a 6 6 14 12 10 9 75 - i4 12 10 0 7.6 5,5 - 8 a_ a a. 7.5 53 4. 3 *SEE ANCHOR 5'-0` 14 12 10 9 a 9 #5 - 14 12 1D 8 8 a 8 ].5 14 12 f0 9 8 6 6 6' 14. 12 10 9 a :7 - 14 12 10 9 a 8 6 -' 8 8 8 a 8 $ e 8 SPECiFICAT10N5 14 12 10 9 a 55. - - _4 12' t0 9 e a +.5 - 14 12- 10. 9 8 8 6 5. 14 12 SO 9 8 3 - - 14 12 10 0 8 7 - 8 8 8 e 7 S 4 ON SHEET, 13 i4 12 70 9- E a i 14 12 10 9 8 8 6 3.5 14. 12 / 9' a a 6 6 14 12• 1O 0 a - - 14 12 10 9 8 73 - - a 8 e �8 8 7.5 S.S. i 14 22 10 9 '8 5.5 3 - 14 12 10 9 '8 - 14 12' 10 9 8 8 6 6 14 2 05 75 4 - - 14 12 0.5 7.5 85 8 a 8 7.5 6.5 E5 3.S - 6'-a" 14 t2 10 8 8 S,S - - 14 12 itl 9 8 8 4. - 14 12 10 9 a 8 6 8 44 12 70 0 8 t - ti 12 t0 9 a - $ 9 8 8 8 8 8 7.5 4 12 10 -9 8 3 • 14 12 10 9' B -9- - 14 12 10 0 8 a 5.5 3.5 14 12 /0 0 4.5 - - 11 t2 iD 9 7 - - 8 8 8 8 7.5 SS 4 3 14 12 16 9 -IF 5 - •- ti 12 i0 9 5 8 4 - 14 12 10 a a 8 5 5.5 14 12 10 .9 5- - - - 14 t2 10. 9 8 4.5-- 0 a 8 $ 8 6 45 14 12 10 9 e 4 - - 14 1 t0 9 '8 65 3 - 74 12 l0 8" 8 0 6 - 14 12 8 4.5 - - - 14 12 1 85 55 - 8 a 8 6.5 55 4 3 •- 7,-D• 14 12 f0 0 a 4 - - 14 12 10 9 b 5 3 - 14 12 10 9. B d d - 14 12 ID 9 8 - - /4 12 10 9. B 7 - 9 8 8 a e. a 75 0 i+ 12 10 9 4.6 - t4 i2 t0 9 ..a 4 - ti 12 70 9 5 7 4 - 14 12 10 5.5 - - - ii /2 70 6 85 - 8 8 6 $ 6.5 5 '33 - 14 12 t0 9 7.5 73 - ^ 14 12 10 a a :6 - - 14 12 10 9 8 8 8 - 14 12 10 6 - - - t4 12 10 $ 7 - 8 s '8. 5 7 S "4 - 14 12 10 9 5.5 3 - - is 12'-iq 9 8 45 - 14 12 1Q 0 a 8 - - 14. it 7 - -' - 14: 1t 7 55 1S - 8 8 "7 5.5 45 S - - _--•. 14 72 10 9 55 - - 14 12 .t0 9 s 4p5 _ - 14 t2 ra s a $ - ti 12 t0 7 + - to 12 1a 9 8 3 = - s' a- -8 6 a 7.5 7 �_ *SEE WldITAT10N5 OF USE FOR 1#_-12- 16-8.5 3 -- - 14--12 to 9 8 = 14' t2 10 9- 8 5 - 14 12 6.5 3 - - 14 12 9.5 7 4. - 8 & 8 7 S,5 4 3 -_ Ot.ADE AA ON SHEET 19 14 12 f0 0 5 - 14- 12 10 9 8 4 - 14 12 f0 9 9 a - ii 12 9.5 - - - - 14 12 0.5 7,5 45 8 8 a 7.5 8 4.5 14 12 10 8,5 4.5 - - - 14 i2 10 0 7.5 - - 14 12 10 9 B - - 13 95 4 - - - - 13 .S 6.5 5 - - 8 8 db 4 3 - - 8,-D. 14 12 10 B.S 4 - - ti t2 -10 9 7.5. - - 14 12 10 9 B - - - ti t2 10 S - - - ti t2 iD 9 3.3 14 12 &S 4 - - t4 12 10 9 4.S - - }4 12 10 0 7.5 - - 14 11.3 4.5. - - - 14 It.5 75 6 8 8 75 6 S 4 14 12 10 8 4 - t4 12 10 9 7 - 14 42 10 0 8 - 1 12 5. - - - - - l4' 12 8 A5 - - 8 $ s a5 55 + 14 12 95 5 3.S - - 14 10 9 S.5 - - - 14 12 10 9 8 - I L5 85 - - - 11.5 8.5 S. - - - - 8 6 5.5 4,5 35 - 10'..D' 14 12 el$ 5 3.5 - - - 14 12 10 -9 5.5 - - - t4 12 10 9 a - - - fa 12 7 - - 14. 12 10 7.5 5 e - a -a a a. a 7,5 i$ - 14 12 S,S 3 ^ IS 12 10 8 3 - 14 12 10 a 6 - 14 to's 3 - - - 14 tO3 7 35 - a 8 - 14 12 9 4,5 3 - - - 14 12 10 9 5 - 14 12 1 9 $ - 14 11 - - - - 14 11 7.5 - - 8 - t i2 7 - 14- 12 10 - - - 14 12 70 - ^ - - 05 a - - - - tO.S 8 5 - a e 5 i - 12 7 - - 14 12 10 - - - 14 12 t0' - - t# 12 5 - - - - 14 12 10 - _ - 5 8 6' _a. 8 7 .5 14 12 + - t+ 12 !D - - - ti :12 10 - - - 123 05 - - - 125&5 8 - a a 6 5 4 3 14 12 6.5 - - 4 17 ID - - - 14 12 l0 - - - 133 10 - - - - - 14 t0 7 - - - 8 B 7 5.5 4,5 - 14 12 5.S - - - t4 12 /p - - - 14 12110 - - - OZ 7 - - - - - 9S 1 33 - - - 8 7 4,5 S 3 - ^ 12'»D' t4 2 55 - - - - - 14 12 t0 - - - 14 12 10 - - - 74 72 4 - - _ - u 12 to - - - - 8 a 8 8 8 8 3 It 12 3 - - - _. I4 '12 a - - - - - 14 12.. 10 - - - 13 6.5 - - - 14.5 6.5 # =- - B 8 5.5 45 4 BLADE (� /��j BLADE � j�('�[' 14 12. 5 - - - - "ia- 12 16 - - - - - 74 12 70 - - - 12S 05 •• - - - 13.5 9,5 45- - -^ 6 $ a 5 4 - - HV BLADE 0[S 1 HV BLADE 14 12 - - - - - 14 1z - - - - - 14 12 - - - - 9 45 - - - a 6.5 - - - - a 6.5 4e 3.5 3 - - t3'-D` 14 12 - - - 14 1 - - - _ 74 12 - _ - t{ 12 _ - 74 42 - - - a a e 4 a 45 W,/ 1A HV WINDOW BL/�DE T4- 10 - - fi t2 - - 1+ t2 - - 10.6 S5 - - 105 a - 8 6 5 4 ].b - r t�+/� 14 12 - - - a Y2 - - - - - 14 t2 - - - - - 115 6 - - - - 1S 0,S - - - - - 8 6 4 43 - WORKING �N UNISON 14 12 - - - - 14 12 - - - - 14 12. - - - a 3 - - a 6 - - - $ 6 4 3 - - .rte 14 12 - - - - - H 12 - - - 14 12 - - - - 14 0 - - - - la t2 - - - - a a 0 0 7.a 4 - 74-0� 1i. - to 12 - - _ - _ ifi t2 - _ - _ 10 i _ _ - - 10 7.S - - - - e T5 5 4 3 _ - 14 115 - _ - - - 14 12 - - - - ii 12 - - - - 10.5 # - - - 10.5 a - - - - B 8 5 - 14 �• - _ _ - 14 - - - - - - 14 - - - - 7.5 - - - - - 7.5 - - -f-613 3.5 'a - - - - 1$-a. 14 - - - - - t{ - - - - 1{ - .- .. y4 - - - - - 14 = - - _ 8 8 $ 7 1 33 - - 4 - _ T4-1-:- _ 14 - - 8 - 0 8 7 4.5 3.S 3. 14 - - t0 - - #0. '^ - - - a -`+ a 4 - - T$ .01 14 - - 14 _ - - - - 1; _ - _ - - - 14 - - - t1 - - - - 6 a 8 73 6 14 14 - - 8 - - e - - 8 65 4 35 - 14 - - , - N S - - - - 95 - - - e 7 4.5 - - - - - FLORIDA BUILDING CODE{Non Nigh Velocity Hurricane Zone 0 2017 EASTERN METAL SUPPLY,INC. �f�Z 02017 TIL7fCO3 INC. 111 •xi ``�;icivs;',.� BER HV; HV A.S.S.A. H.vAa #1 W/CR WW/O KV.WI Systemrdin Sutter ` American Shutter Systems y LY.N O[SC0iPt10N DAT[ D9AWit 8Y: LC. ' 71LLI7 TESTING,& ENGINEERING COMPANY ASSOCtattOnr Inc. t QLD t5-A85 7f27ft aAlE 07f27 17 016 U.W.36th.S1.514.305.NRMA G OOM ROW04 3314 Ow° 4268 Westroada Drive 2 Plwne:(30.5)_8 I;530.0001(3a5)a7r-1531 DRAWING No f,S ............. ' 1111, a-moo:5OW67tm.t0A1 West Palm Beach, FL 33407 3 .- A1 �� 1111 WALTER A,ILLU J,.P.E. 4 17-107 P.E. SEAT RE DATE FLORIDA L #447x7 6 SHEET OF 20 ;oAk,hJUAJ ANCHOR+ SPAC C`-[(yyL,�{� ;I�' FE OR a GIVEN-ma 5HU'(TFR- PAN - - (SEE.UOONDNGS 1,J.K&L ON SHEET 7) POURED CONCRETE POURED CON LbNCREM BLOCK ,ANCHORS SPACING LEGEND 1 WALX-OVER.& 1 TRENCH J@'MNGUARD MOUNTING QWALL/FLOOR MOUNTING 1(9)WALL/WALK OVER MOVNTYNG TAPCON OR YASPANXSAYY tJau _ . TAPCON WITH ADVANCED OE9tt1 NtG116E PROOIIPE PAf9,Yr.(PJ D.,0€921 hE0A15C PAW iq LS1L DRKN PROt1Y,E iFESSttiE R,YG#i(p! 0.DESIGt IIE84TT1E FfSSSURER1Nx.(P»t 30 4a 00 75 9O I2C 160 205 30 40 60 78" 90 120 160 24S 30 40 SO 75 90 120 160 20S 30 40-00 �75 90 120 160 205 THRFADFORM TECHNOLOGY 14 12 10 -8. a In 6 8 12- 12 IIZ- 12. 12 t1618,5 6.5 7 7 1 T 3 7 17 S. 5 5 5 5 5. 5 ALL POINTS SOLID-SET 3,-0' 14 12 10 9 6 a 0' 6 f2 12 f2 12 t2 12 9.5 7 7 7 7 7 7 7 7 7 5 S $ 3 5 5 5 $ OR USS 11 Y2 10 '0 6 8 6 6 12 12 12 12 0.5 a 8 43 7 7 7 7 7 7 7 0.5 5 5 5 5 S 5 5 5 BLUE TAP M ,12 10 9 8 a $ 6 12 12 12 12'12 to 7.S W8 7 7 7 ? 7 ? 7 5 S 5 5 S 5 5 S TAPPER+ t4 12 10 9 a 8 e 0 12 12 12 12 11.3 63 B.S. S 7 7 T 7 7 33 4 5 5. 5 5 S 5 5 4 4,-0` 14 12 10 9 8 12 t2' 12 Y2 12 9.5 7 53 7 7 7 7 7 7 - 7 S S 4'5 S 5 5 5 14 12 10 6 a 8 0 A 12 i2 12 93 6 8 4.5 33 .7 7 7 7 7 7 &S. S S 3 5 S S 9 S 5 14 d2 1q 9 B 8 6. 8 12 12 12 12 10 7.3 53 4 7 7 J 7 7 7 r 5.5 S S 5 5 5 5 5 5 t{ /2 f0 9 a 8 8 6 t2 12 12 11 9' 7 5 4 7 T 7 7 7 S3 4 3 5 S $ $ 5 S. + ] 5-O" N 12 10 9 8 6 '8 0 i2 12 12 12 f0 7.S S5 4 7 1 7 7 7 $4.515 7 S '3 5 5 5 5 S 5 IAN f4 T2 !0. 9 8 8 8- 8 12 12 $A 73. 6 4.6 33 - 7 7 7 7 7 3.S 5 14 12 10 9 8 B� 0 6 f2 12 12 93 8 a 43 7- 7 7 7 7 4 5 S S 5' S S 3 4 * SEE ANCHOR if 2 la 9 a 8 0 6 12 Y2 t,5 9 7.5 93 4 3 7 7 7 7 7 S 3 5 5 5 4.5 33 - $PECIFICATlDNS 8'-0. 42o 9 8 8 9' 8 t2 12 12. 10 8 8 4.5 33 ? 7 7 T 7 7 S $ S S S5 5 5 {)N SHEL7 13 14 1210 9 8 8 0 8 t2 12 B e S 4 3 - 7 7 7 7 7 S 5 5 5 S 5 4 314 12 10 9 8' 8 6 6 12 .12 10. a 6.6 3 .75 - 7 T 7 7 7 - S S5 9 S S 43 - 14 12 10 9 8 8 8 A 12 tt 10 a 5$ 5 1.S - T 7 7 &5 3.5 5 S 5 b 5 4?,_0, 1412 f0 9 $ "a 8 b t2 12 12 6.S 7 3 4 J J 7 7 7 7 9 5 5 ' 3 S 6 51412 10 0 8 b" 'S a 12 10- 6.5 5 43 3 - - 7 7 7 T 63 5 5 6 5 1 5' S 3.5 3. 14 12 10 1 9 8 8' 9 9 12 t2 5.5 7 5, - 7 7 7 T 7 -S - s 5 3 5 5. 5 4 - 0 VALID ONLY FOR UP TO +70, •-75 14. 72. t0 9 8 8 6 - 12 12+a.$ 7 3 .{ ^ - 7 .T 7 53 43 1 - -� b 5 3 S 416 33 - - PSF A.S.D DESIGN PRESSURE !4 Y2 to 9 a s 6 i t2 12 -5 T.5 6 3 - T 7 x 7 7 7 4 5 5 5 5 s S s 5 RATING& FOR SPANS PER -. 1♦ 12 10 9 8 -8- 9 - 12 �:9- 6 4.5 4 3 - - T T- 7 -7 53 + - 5 S S 5 4 3 •^ SCHEDULE S, SHEET TT 14 12 10 9 a- a 8 - t2 it 7.3 6 5' 75 - - 7 i 7 7.5 6 14.51- - 5 5 $ 5 $ 4.5 - li 12 10 9 8 0 - 12 1.5 7 6 3 38 - - 7 7 0.3 5 4 - - - S 5 5 9 4 1 - - 9,-0. 14 12 10 0 8 8 - 12 12- 9.5 6.5 33 4 3 - 7 7 7 T 7 7 6 3 $ 5 5 5 5 5 5 5 14 12 ttl 9 a a - 0.5 8 S 4 !.S - 7 7 7 8 S 35 - - 3 5 5 5 5 a 3 t{ 12 t0 9. a 6 - 12 10 8.6 5 45 - - 7 5 5 4 - - ,4 12 i0 tr 8 8 - - 12 03 7 5.S 43 3,5 - - 7 7 S3 4.5 33 - - - 5 5 S 43 35 - - fO,-D`14 12 t0 9 8 8 - 12 Ti-0- 6 $ 3JY -- - 7 7 7 7 T 7 4,5 - 5 S 5 9 S 5 $ 4.5 74 12' 10 .9 8 0 - 9b 7 4.5 33 S - T 7 T 5.5 KS. - v 9 5 S 9 4.3'3.5 •- N 12 10 9 a 8 - 12 9 6 5 + - - 7 7 T 6 S - 5 5 5. 4.5 S - ,4. 12 t0 9 8 8 - 12 93 5 a 4 3 - 7 7 5 5 5 $ 4 5 - 11"-0'14 Y2 10 9 8 a - - f2 10 7 53 4.5 3.3 _ 7 7 7 7 7 7 3,5 5 5 3 S 5 5 _ 4 ^ j , 14 12 10 9 9 8 - MI"-8 4 J4 3 - - T 7 e- 5 4 - - 5 5' S S 4 ] I M V BLADE N LY 14 12 10 0 8 9 - N 8 S.S i - - 7 7 7 5.5.4.5, - 5 5 S 5 1.5. - 1 1 14 12 10 9 a - - - 1,510.3 6.5 4.5 33. - 7 7 4 - 5 5 43 3:5 3 - - ^ 12,-0'14 12 12 9.5 8.5 5 4 3 -- - 7 7 7 7 7 6 3 - 5 S S- 5 5 5 4,5 3.5 14 ,2 10 "9 8 8 0 4 ] - - 7 7. 5.6 4,5 3.5 - - 5 3' 5 4.5 4 ] 12 t0 9' e - t0 1.5 5 4 - - 7 7 9 5 - - - 5 S 5 7- 7- T4 - - 44 12 10 D 6 - 0.3 8 $ 4 3.5. - - 2 $.5 43 3.5 - - - - 5 S f3 3.9 ] - 13'-0"1 4 12 10 9 8 ^ - LS a3 6 +3 1.5 1 7. 7 7 7 7 45 - S 5 3 5 9 4.$ 13 54 t2 /0. 9 8 7 55 3,S 3 - - - - T J -5 { 3. - - S 3 '$ 4 3. - 14 12 10 9 8 9 7 4.5 .75 - - 7 7 5,5 4:5 - S 5 9 45 4 14 12 10 9 - - - 10 7.5 5 4 3 - - 7 e. .4 3 - - - 5 5 4 3 - - - - 14,-0°14 12 f0 9 - 0.5 8 6.5 4 33 - - 7 7 7 7 7 4 _ - 5 5 5 S 5 S 4 ] 14 t2 TO- 9 - 8.5 5 3 - - - 7 7 5 3.S - - - 5 S S 4 - is 12 10 9 - 6.S 0.5 4 7 7 $ 4 - - 5 57 5 4 1- - - - 14 12 10 - - - 9 7 4.5 3.5 3 - 1 53 3.5 - - - - - 5 - 0, ti l2 TO - - - - 10 7.5 5 ; 3 - _ - 7 T 7 7 7 3-5 - - 3 S 5 5 S $ 4 3 I{ ,2 10 - 6 43 3 - - ] 7 4.5 3 - ,4 12 10 - - _ - - 8 fi 4 - - - 7 T 6 - - - 5 - 4 12 YO - - &S 9.$ 4 3b - - - 7 5 5-3- I - - - - T{'-0„14 12 t0 - _ - - 9.5 S.S 3.5 1 = - - 7 7 7 7 6. 3 - - 5 �S S 5 5 4.5 ]_S . I 12 TO-T-71 - 9 43 3 - - - 7 9.5 4 - - 5 3 4 3.5 -_ tf...12.t0..'- - - - 73 63 5 - ^ - - - 7= , .6,ti - - - S 3 a - - FLORIDA BUILDING CODE(Non Nigh velocity Hurricane Zone 1111 p,� 1� A..•� 02017 TILTECO.INC. Q'�26��EASTERN THAV7. - C Accordion Shutter System > H.V. MADE#1 W/O s W10 KV. MADE IL E C Q >I NC. A.S.S.A TIU IT TESTING & ENOINEERMNG COMPANY AmeYICOn Shutter Systems E9.H ESCMPOON DATE oRawN ar_ Lc. 6M N.W.35N,St,S1r,309,V'RwM 6+FoGA RO£iu]St Assoctotlan, Inc. Y OLD 1s-oss 7/27/1 a17w o?f2?jtx ' Ph*":(305)S71-1530.Fa.:(3D5)671-1531 4268 Westroods Drive 2 DRAWING No 111 0--R;t1,ec00001'. * West Palm Beach, FL 33407 3 Y ^»Mry�1�ry "• 1 E6-0005719 17-107 u�i,/�pt •� �11/1tt WALTER A:nw7 Jr.P.E: 4 P.E JSitCJ3t�NAfiURE/DATE rtoaloA Uc 1 44187 5 SHEET14 OF 20 MAXIMUM A.S.D. DESIGN PRESSURE RATING SIRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE FOR W AND I Q N kAX. SHUTTER SPAN. NEGAIWE A AND A ORRESPONDING MQUISTINQ TYPE, - (SEE MoUN't-ING-S,ON SHEETS Is I?). IEE3 L_J E=3 !S3-I-F;Z! SPRUCE PINE SPRUCE PINE SOUTHERN PINE No. 2 W1 MIN. 0-0.55. SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" LAIN, COX 2,W/MIN,0-055. FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G-0:50 W/ MIN, G-0.43- W/ MIN. 0-0.36 PLYWOODMD%Ll 15,101W/ W/ MIN. G=0.43_ Vl/ MIN, 0-0.36 UMN U SPAN(It) WALL MOUNTINCS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M, N, 0 & R FLOOR MOUNTINGS Lt, N, 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS WALL MOUNTINGS B.O. WALL MOUNTINGS B.O.WALL MOUNTINGS B.O.WALL MOUNTINGS W &x W & x W & x P & 0 S&V S&V S&V I% at WAIM KUL WC(4 =WXKKFAN(14 M MP WM OMM WC 04 CLIX MM KWX ITE99 NM W UZ DM"GaL KM FaC M ma00tNecrTRISIOD00M=A am Manx F%WJ-E WIC W W Zwm flEsm" M atem -PMKFAX.6.1 _3 _4 - - - ---r- F --N-1-1-1- ---F-1_6 - _9 - F_ --I ST90 05 30 40 60 75 901,056140160175190 105 30 40 60 75 90 05 30 4o Go 5 9- oB 751 --IT 75 go has 3o 4a oF a as o a FooT751.o Fospo a Lo 7s so 6 3.T40 OF1570105 30 40 F601 30 .0160 7 5­4 4 4 12 12 12 12 12 12 12 2 12 2 2 LW 12 1 10 j_ $ j_ 6 6 -, 1 6 12 to 10 9 R I a 'fi Il- a 6 6 6 12 to 10 9 a 8 6 a 6 -6 6 is a - 3 12 12 - - 12 t2 i2 4'-0' 12 1 _LO 9 8, a 6 6 6 A-A 12 1. 10 9 a a 6 6 6 1; 6 12 10 10 9 8 8 6 6 6 6 6 6 .6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 1 12 1 12 12 1 12 10 10 9 8 a 6-'F 6 6 6 5.5 12 10 10 9 8 8 6 -6 6 6- :6 5 12 10 1 9 8 7, 6 '9_ 5 4 4 4 :5 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10.51 'T15- r2 12 IZ 12 12 12 12 12 12 12 12 12 12 10 8.5 o'-O* 12 10 10 9 8 6,5 - _r 6 5 5.5 T5 12 10 97YT 6 6 6 .5 5 44 12 10 TO 9 6 15 6 6 6 5 4,5 6 5 4 4 3.5 - 12 12 12 -------------- 411 1 J�l .9 I to 4 _ I I 1. 6 B To *6 [2 s IT To. "5 2 4 To 5 S 10 10 7 15 T-_li­7-6- 34 6 5 4 12 12 12 12 12 12 12 12 12 12 12 to..'12 12 12 1115 8.5 7.5 i-2-To--To--7 ZK7i-V T--6 5.5 44 4 12 10 7_0_i­V y-i-7-6 -47 Ks-12 !0 5 -j-7- -i-7 6 5 4 - - -T_ 12 12 _C2 IT-11 9.5 12_T-2 i_14_9 7.5 6.5 V­r- .5 3. 3 12 10 10 4 5 TS S T��222 72 12 12 IF T _r T- -To-7-5 TE 6 6 6 5 4 315 12 10 10 6 3.5 - V 5 ------- 2 1 3_ , " To "V Y 7- 3 3 12, 10 4 3 1- 6 6' 44 4 3 16 5 &S- 12 Y2 12 12 12 10.t 12,12 12 }k 9.5&5 12 112 10 8 6.5&S i2 S IS - s 6 5.5 .5 TS 7 2 35 3 i-2 I 'T V T .5 12, 1 _L5 4 - - 12 12 10 3 6 6 5 4 13 1- 10 613 __.M_ - 6 6 4 3.5 3 6 5 12' 12 12 12 1.5 9,5 12 12112 10-18.5 7.5 12 12 9 7 6- �6 4 L2 - T5- K5 4.5 _1 12 10 5- 6 5.513.51- 10 S. 12 10 5�5 6 6 14.51 - - - A _To - r, �5=4 12 12 12 12 12 12 ln� 12 10 4.5 6 6 12 10 - 5 12 12 1_2.�2 11 5 6 -5 4 I 12 1( 5�5 4.5 4 6 12-7.5 6 4,5 6 4,5 12 10 TO 14*-0" 2 TO - 7- 54 4's 6 12 12 12 S S 4 3 j sz 12 7 12 5 12 - 6 19 5 4 6 5 1 5 4.5 3.5 @ HV BLADE OR HV BLADE W 9& HV WINDOW BLADE WORKING IN UNISON* twiiE�A OR S"M to + NOTES ONANCHORSREQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS To W"FLOOR OR SCUD SOOD SOFFIT SHALL BE AS FOLLOWS: 3,SUBSTRATE SK-a CONSIST OF THE FOLLOWING; -SOUTHERN PINE W 2 W/0-"S(N.MS) "/4�0,�rfil ANCHORS" AS MqIUFACTURED By I.T.W.BUILDEX W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR IT/0-0,50 01�­) ,ON SHEETS IS&17. -SPRUCE PINE FIR NoRtIt W/0-0.43 EXCEPWIt SEE NOTE 2 00,M -SPRUCE FINE FIR SOM W/G-0.36(Na.S.) -MIK 1/2'COX PLYWOOD(1886APA) Z ANCHORS 10 HOLLOW CEJUNG SKULL.BE AS PER MOUNTING TYPE 1),SHEET 17 AND SHALL CONSIST OF LAO SCRONS AS PER NOS 2015 SPEcInCAlloNS- 4.ANCHR'S ORMS'SWANUFACTUU BE INSTALLED FOLLOWING ALL OF THE RECOMMEND&TIONS AND SPEOFFICAPONS Of THE ANCHORER. FLORIDA BURDIHG CODE(Mon High Velocity Hurricane Zone 02017 RLTECO,INC. 0 2017 EASTERN METAL SUPPLY,INC. ............. BERTHA -HV,- Accordion Shutter System =iL Eco ,...'\ A.S.S.Aft H.V.MADE#1 W/OR W/o KV.WINDOW MADE American Shutter Systems REV.,W DESCRIPTION DATE ORAV4N BY. I.C. TICCIT TESTING & ENGINEERING COMPANY Association, Inc. I DLO 15-085 D7127/17 DAM 07/27117 0355 tLW.Mm SL.Sto. 0,0404.FLOROk 3316f PhD- (305)871-1530.rot:(305)071-1531 4268 Westroods Drive 2 DRAWING No tS1 "•.,,••• •••,•';'• o West Polm Beach, FL 33407 3. 17-107 ,ItES-00067 9 4 I WALTER A.TAUTTr.P.E. FLORIDA Vc-,#44167 5 SHEET P.E. S RE/DATE 6 15 OF 20 ---INSTALLATION- -DETAILS—ON--EXISTI'N-G—WOOD BUILDINGS FOR �& a HV+ BLADES AS APPLICABLE MAX, SHUTTER SPAN L+ OR L— FOR INSTALLATION:§-INTO WOOD WITH HV BLADE(1) ONLY SHALL WALL FINISH BE LIMITED- TO 105.0 12sf; A.S.D. DESIGN PRESSURE RATING-. SEE SJ 19"TOW MAX SEAN & 1 4 11 1APCCN OR A.S,Di OESIGN ERESS RATING FOR INSTALLATIQN WITH BLADE Q)& (W WORKING IN UNISO TW N N WITH ADVANCED THREADFORM TECHNOLOGY t/4-0 TAPCON OR PENETRATION TAPCON WITH ADVANCED THREADFORM TECHNOLOGY V T1.1114'."A". VW 1 1 2 ,PENETRATION OF THREADED AREA TO EXISTING AREA TO MIL SEPARITION CXISTRIG WOOD HEADER SCHEDULE ON SHEET 15) I TO MASS(SEE I OR (SEE SCHEDULE ON SHEET 15) I 1/4'0-20.3/4"S.S.MACHINE SCHEDULE ON SHOE 18 SCR- 1/4--20 NUTS I I MR BLADE(DAlb 014% 0 12'D.C. ON SHEET 19 FOR Z 1.M;n, EXISTING E E = CLASS---4 j L.-4pTIoUAL �77 �l fill 1, EXISTING Mi ­WALL �;JF FINIS,MIN. ORO r.4*WOOD ♦ L MIN. HEADER REOUIRED 1 OR 1 I 2194 W430D IT4*0 TAPCON OR TAPCON WITH ADVANCED I HEADER REOURED ),I TECHNOLOGY EASTING I THR F W1 1 1/2' GLASS---I �b Min.MPCN TION OF THREADED AREA,TO UN.SMARAMON v, TO MASS(SEE ON TO GLASS EXISTING WOOD HEADER r GUILE ON SHEET i1) (SE 014 SHEET 15) 2*x4*CONT.SILL GLASS---I EXISTING oil SHEE!"19 FOR BLADES(D&(g) PLATE REO'D. &HV WALL HEADER INSTALLATION @HV WALL SILL INSTA � I TIO ) N L ®HV WALL HEADER INSTALLATION r-T EXON' MIN.SEPARATION TO GLASS I IAIN.SEPARATION TO CLASS ON' —(SEE SEE SCHEDULE Oil SHE LASS—" SCHEDULE ON SHEET 11) MiN. SEPARATIC14 TO CLASS CLASS EXISTING 2*x4 CC (SEE SCHEDULE ON SHEET 11) t WOOD P s.. REO'D. 1/4-0-2093/4-S.S. S'R�'S '1 1, T MACHINE SCREWS W/ USING 1/4--20 NUTS WALL 0 12'D.C. P. 1/4"'^20 NUTS 0 Q D.C. FINISH if OR 2.4'CONt--/ r E (ll. d5!7OF WOOD PLATE LE4L4'. LEO Nki I' REO'D. 1/4-0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY IY/ 1 1/2- S�4'PLATE NT, _ TE Min.PENETRATION Of THREADED A-REA TO 1/4-OVAPCON OR TAPCON WITH ADVANCED EXISTING WOOD HEADER rt TAPCON OR (SEE SCHEDULE ON SHEET 15) THREADFORM TECHNOLOGY W/1/2" 0 ADVANCED 1-SEE SHEET 4 FOR TYPICAL ! 4� I WALL FINISH VAIP ON WITH 1.11q, PENETRATION OF THREADED AREA,INTO PLYWOOD G� 1/2�lilt). t THREADFORM TECHNOLOGY SHUTTER ASSEMBLY Ll i (SEi SCHEDULE ON SHEET 15) EXISTING MIN 2'.4* PLYW DI RI 5' Min,PENETRATION OF 2-MOUNTING SECTIONS CAN BE STUDS 0 16 O.C. A. W COMBINED IN ANY WAY TO /2"U,N Cox PLYWOOD REVD. AL'Fill$ Z.AREA INTO PLYWOOD REM PLYWOOD 3E (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. HV WALL SILL INSTALLATION tISTINa MIN' Swas*l; 16'D.C.MAX. REO'D. ATTACHED TO STUDS IN PLYWOOD TO'BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH *_SEE UIATIOUS OF U E OF B 0:4 WITH SECTION-2308 OF THE F.B.C, SECTION 2308 Of THE @ HV WALL SILL INSTALLATION ILL INSTALLATION F.B. LAD SHEET FLORIDA BUILDING CODE Mon Mob Velocity Hurricane Zone, ,IIIW- IR A 02017 EASTERN METAL SUPPLY,INC, 02017 TILTECO,INC, — IA IV BERTHA FIV Accordion Shutter System i L�Ec 6�,m c, A.S.S.A. FM BLADE#1 W/OR W10 N.Y.VWMW ftAX American Shutter Systems EV.N' DESCRIPTION DATE DRAWNBY. TILUT TESTING & ENGINEERING COMPANY __LC Association, Inc. I OLD 15-085 07/27/1-, WE- 07/27/'17 St.St..30.MRMM GWOEIM FICROA 331E Ph— (305)871-1530.Fa,:(105)871-163i 4268 Westroods Drive 2 ——DRAWING No ­0�4 vitw0aaCco. West PcIrn Beach, FL 33407 3 ED-ON ...........RIB WALTER A.11LU61TI11".P.E. 4 17-107 FLORIDA U.1 44167 5 5H16 P. 1) 6 16 OF 20 —IN-S-T-ALLA-TION—DE-T-A-ILS—ON—E-X-IS-TING—WGOCr-BUILDIN-GS—FOR—(l-)_HV—k - JW HY*_BLADES JAS APPLICABLE) MAX. SHQTT9R SPAN L+ OR L— FOR INSTAUATIONS INTO WOOD WITH HV BE KDE CI)ONLY GSHALL BE, LI ITED- 0 105.0 psf. :S.D. DESIGN PRESSURE 8 IN2. SEE SH ET 1-9 FOR M WALL FTIL' "11 O aPAN & DESIGN LOAD FOR INSTAULATION WTH BLADEC1)& OA) WORKING IN UNISON 1�4�1.TA%.ICO."OR FF-EQ ED—, 2'MIN— [, 4'Xlr In.)EXISTING Ir EDGE (IF APPLICABLE) MIN.--- .,.;; ADVANCED WOOD=REQUIRED. STRUCTURAL ADEQUACY PENETRATION 2WIS4;S.S. OF WOOD BeATA THREADFORM TECHNOLOGY AREA TO PS TAU HEAD q OF Ml !�I;EIMIAZ PHILLIPS TO BE CERTIFIED BY EXISTING WOOD EXISTING WOOD HEADER ;nl MACIII/N.1,�!�O.Pcws RE04SIERED ENGINEER OR TRUSSES OR W/ I (SEE SCHEDULE ON SHFiT 15) FM NUTS ARCHITECT PRIOR TO Ot. SHUTTER INSTALLATION. 1/2RAFTER 0 2e 0 t O.C.REQUIRED ,t;t` Z-0 FEOt O 12 TAPOON OR yamr T ORQ�) EX15VNG SOFFIT VAtCON WITH ADV94CED 2w THREAVOIRM TECHNOLOGY 3/4'Mo.714K� OF THREADED AREA TO Mo., W/ 1 1/2'min,PE14EMY04 J EO E -1'x4'xI1e CONT.ALUM,TUBE Eli�E. -T�ALLOY)W/ S (6063 EXISTING.WOOD HEADER. F PHORAL I, /,.I . V 0 LAG REWS (SEE SCHEDULE ON SHEET 15) a a,O.C. I or f�j3 or 15 9)csdIRAFTER OR SCTRUSS.TO r U3 or @ LOCATE LAI;SCREWS AT MIDWIDTH Or EXISTING WOOD MEMBIER.(2"MIn.NOMINAL EXISTING MIN 2'14" OPEN HOLE AT EACH or EXISTINC---q HEADER REITO 2'Min, CLASS I MIN.SEPARATION 10 sum EXIS71NG STUD TO ACCEPT INIT"" ON OF THREADED I — / 'gA. AREA VAUD FOR (SEE SCHEDULE ON SHEET II) CLASS CIE6 G'SCREW t AS I TUSE. 4 INSTALLATIONS WON 72p6t ux SWARxIm 11 MAX,-A.S�O.DESIGN I=ANO EXISTING I &M SWARQUI IY-O'MAX.SPAN,THIS GLASS INSTAL�AVCN IS ONLY MO BY WALL HEADER INSTALLATION 11 101 RAMMAN) FOR WOOD W/MIN,SPECIFIC *1 SIM 2 (DOR W 11 FOR 11"090 Foto GRAVITY or 0.50 As DOUGLAS 'SH FIR OR SOUTHERN PINE No. 1. ii-OSILCIE'SHEET 4 MR rIP"SHUTTER AnEMBLY (DOR OR EQUAL, 2-MOUNTINO SrORONS CAN BECOURM J)HV CEILING INS-TALIATION _0U .8 RM ANY W, two (SM OR r— I MIN. MIN.SEPARATION'10 So 04 Tw SEPARATION CLASS EXISTING I H IV TO CLASS (D EC SCHEDULE ON SHEET I;)— OLASS\�11 CN �ve (SEE SCHEDULE 014 SHEET 11) ALTERNATE_ I L`0&.`oN EXISTING ti WALL uUi- HEX CLASS-1 2"xS'MIM mCC (�� 3 =`HEAO TEX DECK REQUIRED Ma.. SCREWS 0 12 (NO FINISH OR 2-.6-MIN.WOOD I UUx FM O.A)e 4w DAM DECK REQUIRED (No ALLOWED) FINISH ALLOWED) ED EDGE OF'DECK 2 OF EDGE Of DECK yrA�tlllt 19 IF APPLICABLE - CECK F IF APPLICABLE 1/4-0-2 S.S. APPLICABLE OT161 1. 1/4 HI PS H -.4114 A�TAPCON OR Or HEAD G MACHINE SCREWS 1/4-0 TAPCON OR TAPCON WITH ADVANCED 2*x4'CONt. N WITH THREADFORM TECHNOLOGY W1 le4--20 NUTS t/4-0 TAPCON OR TAPCON WITH ADVANCED THREADFORM THREADFORM TECHNOLOGY SILL PLATE Vl/ 1 1/2'Min.PENETRATION MIN— PENETRATION OF THREADED t 4 a 12 olc� REOD. k OF THREADED AREA.TO TECHNOLOGY W/ 1 1/2'Mim PENETRATON OF THREADED AREA TO EXISTING%V003 HEADER,(SEE EXISTING WOOD"MIR. AREA TO EXPSnNC WOOD HEADER. (SEE SCHEDULE 09 SHEET 15) SCHEDULE ON SHEET IS) (SEE SCHEOUUE,09 SHEET 15) (W)HY FLOOR INSTALLATION HV WALK—OVER INSTALLATION OV.HV WA INSTALLATION FLORIDA BUILDING CODE Ron High Yetocity Hurricane Zone' ....... 02017 TILVCQ,INC. 0,2017 EASTERN METAL SUPPLY,INC BERTHA HVfTM Accordion Shutter System /75[NEE76 ,7 A.S.S.A. KV. BLADE#1 W/OR W10 KV.WINDOW RADE American Shutter Systems IEV.0. VESCRLPTIOR DATC DRAWN By-. _c_ ILLIT TESTING & ENGINEERING COMPANY L 6M fix.16', Association, Inc. I OLD $5-085 77/27/17 ITAM� 07/27/17 5L,St.!05,vRONA CAF&DIS.RMOA 33161 k Poon. (105)571-15:A.To.:(3D5)871-I$4I 4268 Westroods Drive 2 —DRAWING No '11w-.- "V.7 ............ West Palm Beach, FL 33407 3 NAL ENED-000 710 17-107 ;10 SN 6 WALTER A.TILUT J,,PX. 4 P.E. SEAL/MNATU'RE/DATE rLOROA UP 1 44167 5 $ HEE7r 6 17 OF 20 END INSTALLATIONS (r1`) HV BLADE OR WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 2'.e int.vaso 5105 arn'a 7•.e YW..113tH 2'x!•ose stuns arab. 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FE1ikTIUit0.v o"2`OS. ♦ To GAM Cm 4 ♦ SEE LIMITATIONS OF USE FOR Ift UPS= 1J2•MN` s4sT 4 BLADE 1A ON SHEET 19 a 9 LAW lo +'' E IN xrr,9 FCA at a, �n W ffFf � ) 6^x..Cp�OR t�la? a -t - 't0-073313P t�`�, ;DOR 6 (DORZ 6 w 8�ap i��ne 4 s.f *i�J O+ a �t„ wru re* T.: uu+.xoco '�� 'QII�O fs- �3aer�i5 SRIAN EW Y 0•')'77L . 0:0 0- 310 C- DETAIL END CONNECTION DETAIL Qt ,END coNNECTION DETAIL t2 FLORIDA BUILDIFIG CODE Non High Velocity Hurricane Zone 4�11��Q`r•,. .•. rj- 02017 TILTECO.IKC. 02017 EASTERN METAL.SUPPLY,010, '♦h .•'tit i,� :T = �_ BERTHA HVTm *"751 L C N G. �,,,�,,�, .S.A. Accordion Shutter System KV. �E it'w/CR w/o KV.WIND(W RADE ' American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY Y rv.a CESC5-08/ DATt DRaxTY eY: L.C. 9�c �i 3155 rcw Tcu St,s,., as.uncm+auoers nam 3s,a Association, in0. 1 0La i5-oe5 7/21h DATE: 07/27/17 Phos.:(3a5)E71-1530,row:(3D5)871-1531 4268 Westraads DAve 2 ' 14.t o xi;h talccattootu West Palm Beach, FL 33407 3 ORAWING No 7aNAL E��'1 ` WALTER.I.ED-�LUTiJ,P.E. 4 17-107 P.E.,SELL/SIGNATURE/DATE Meat,,V.•!44167 s SHEET 6 IS OF 20 I —. ( RKfNG IN p�y� I��,�� •t, "33"" •GEN d IMITATIONS gyD coNtt flIIL..i1F USE FORBERTHA T ',,!" 1 t.NAK.AS,%DESIGN PRESSURE RATING:+110,- 110 P.e,E, 2.MAX SHUTTER SPAN:06` 3,ALLOWED MOUNTINGS;A D..D&H ON SHEETS 6.7;AS WELL AS MOUNIINGS M,0.T,U&W ON SHEETS 16&17. ,y RIM. Y�CEENTEFHATE'-ST�*�^'A (80TH OR W d OR 2 ARE ALLOWEDWITH 1.,��a ORizSk cE MUST BE 114CLU�ON Y ATEHGIN CASE RI ACCESS SIDE Of [Y- • • ♦ x / -♦ ♦ • 5.(A)W WINDOW QLAOE f SNNLL ONLY ALLOW A MAYIMUM OF 5 OPENINGS TYP.F!END + ( a+ 1 r ++ iiiiii {3'4 HOLES)ft7R�d P£R?1ADE AT SPACINGS SHOWN ON SHEET 4, MAY.5 WItND014S r ♦ s ♦ r i (e)MIN.CLEARANCE FRO TOP OR BOTTOM EDGE OF IT!WINDOW BLADE Q t+ + OF ANY 3`0 HOLE FOR�SHALL BE I r. ALLCYWED AT HV oai ♦ +x + WINDOW BLASE m + ' �+ (G)FIRST 0R BLADE COMING OUT FROM STARTERS AT ENDS MAY BE W j WINDOW BLADE i! . ♦ ♦ ♦ ♦ ♦ •' ++ 3S" (0)HV WINDOW BLADE"a'MUST BE USED ALTERNATE TO A SOLID W BLADE 33�..,!!` (7EH}NOUCHOVT SHUTTER'S.WIDTH. r� ♦ r • • ♦ ♦ s ,ffi Ax+ `+ +, {,'I + BI,pCE 1 AT EDHER SIDE AL THEM.WAYS E INSTALLED ADJACENT TO A SOLA?W I r'••. 8 gA , , YG # (F):POLYCAROOTUTE W WINDOW-9 SHALL BE INSTALLED SO MM FACE SEE +v Y ti xt THE INTERIOR OF THE OPENING BEANO PROTECTED,HV WINDOW WST BE CONNECTION r s ! ♦ 3 ONLY INSTALLED AND LOCKED USING A W SETTING TOOL PROVIDED BY ASSA, DETAILS ON SHEETS �*� N •� +♦ INC. 10& to TYP.��' jib;, FULL HEICHT.- 6,SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRWH Kill BUILDINGS ON'SHEET'15,AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 5 P P .�' 8 `' i&2 ABOM. h E 7.SEE ANCHOR SPACING SCHEDULE FOR)NSTP:IJL?IONS INTO POCKED iN Q CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12&13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). U.MINIMUM SEPARATION TO CLASS SCHEDULE.PER ASTM E-10861 SEETP6qI FOR OP&ROTTONDUIREMENT5) H #�' C�W -1'� .04 OR0$ -(2D WIND ZONE NNIMUM SEPARATION TO GLASS p, —•-UNLIMITED WIOTH 1 t THRU 3 i' EXISTING GLASS ELEVATION IAN.SEPARATION TO CLASS (Vd y—y 625' SEE'SCI'1DIA,E CAN STMT 1/FT:R F3H1E —I ` ALU ON TMs SNIEM NTJN ELAks tT)&,Q�A .0I; CENURMATES Iiia W1&q=RIOR ONLY) 'I Yp C � , / I12QI TYP. SYNAMEIPo CE'NTERMATESt }�,,,�` W/�I OR. 5 AND VT/O 3'{�S(SE NOTE d AtfCYtj PLAN TYPICAL c1� HV BLAQE WORKING IN UNISON WITH HV WINDOW BLADE I I SHUTTER* �'----_—�/ LLATTTAAA FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane '*�'• V /Y q� 020EASTERN METSUPPLY, INC .02017 TILTECO.INC. �E � H TLI stem/ Accordion Shutter Sy TLrEco',mc- ■ ■ ■ ■ . #1 W/OR W/o KV WINDON7 MADE Amer1con Shaffer Systems E1'.N OESCRIPRo11 DATE DRAWN BTI LC. 175 TAUT TESTING & ENGINEERING COMPANY Assoclafion, Inc. i atU 15-085 7/27jt WTE: .7/27/17 . •+'•, ; �y Ae :^ti 6au.R.x.36a.sc sIx los 4uN6iuA Gu 0LT15,ftOROA 3316 4268 Westroods Drive 2 + IW Ph*":(305)671-1530.Fox:(705)871-1531 DRAWING No RAL �� + —1.01=900-1— West Palm Beach, FL 33Afl7 s 17-107 t ALWALTER A.TILLY Jr,P,E. A xx" fLDwA Uc.It 48167 5 SHEET P.E. SEAijiIGNATURE/DATE 6 19 OF 20 ---LN�STALG TrQNS- 31L�H�V RMATES 0 —Aw/ —ADE & HV CENTE -I Z000'Mex. NOY 4 11-653 CR'TICE VARIES M;.0-60 GALV.STEEL 2"w0g. METAL STUDS AT 16*G.G. 45 INTO METAL STUD WALLS I;0-- j— . ......... _i 0 6 D.C. 40 P I JA"p NOMINAL 1/247s- 3a- I GENERAL LIMITAMNS AND CON ALUMINUM SLEEVE FOR f3ERTHA(1)HV BLADE ACCORDION SHUTTER 6063-T5 ALLOY 1 3/4*.s 1/4'.0035`THICK M41 I C SYSMM INSTALLATION TO METAL SWQ WALLS Co.%t MV STEEL TRACK CHANNEL,16'6'Oc� 0 6,O'C' 3.000 =A E SEPARATION TO GLASS SCHEDULE , "'.' 1 -'0 1 EXISTING FINISH 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) -r—Mox. .;ED F=Ea"TOLASJOS T W 11"(2)RIG.1/2-TOK SCREWS ON I bmiolt FACE AS APPLICABLE f 2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM ASTM E-1996 SEPARATION IJ(g)LENGTH + I'F MINjISEPARATION 3. ALLOWED MOUNTING:(9 ON THIS SHEET. TO GLASS ;'Y EXISTING GLASS GLASS A (SEE SCHEDULE) 114"9-20W BOLT 4A 4. ONLY TER!MATE 21 W/ 24 HV LOCK ARE ALLOWED I THRU 3 1. a 41E N OYP-) WITH H 21 ARRANGED Q A METRICAL LAYOUL MUST PENETRATE(g I- U USE 0 I USE 0 (2)n35 (6' LONG, MINIMUM) MUST ALWAYS BE 4 4. EXISTING FINISH INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF 373' .250.��l 1 3/4'.6 1/4-.0.03.5'THICK r 4_.050" 7- u OUT.GALV.STEEL TRACK C1 AS APPLICABLE CENTERMATE. -----T., &SIM A-653 GRACE 40 MUL QED FASTENED 10 STUDS C, '77. W1(2)06XIM,TEK SCR 014 43c 0 C.C. 1/4-0-20 THREADS NTERIOR& XTEfUOR ME BLADE SLACK DETAIL HVF IS ALSO VALID FORI C31 le-0-ELCO-CONSTRUCTIM 1 .1/2. 12 38 C.ENTERMATE 21 APPLICATION WITH BLADE 1D PRODUCTS FAB-LOK HD 0 J 1/2-.0.035"THICK 0 6 D.C. ASTM A-653 GRADE 40 COMPONENTS Min.G-60 CALM.STEEL WALL HEADER SILL_INSTALLATION —EXISTING F1NrSN AS APPLICABLE SCALE, 3/8"- 1" METAL STUDS AT 16'D.C. if (TTP.Top&BOTTOM) I3/4 1'4*n 0.013V THICK Min. "I STEEL TRACK CHANNEL. EXISTING GLASS `I AS M- L' -Z I- A�ssi GRADE 40 Win,G-60 CALVANMO FASTENED TO STUDS SY L 2:1 I�ETRYCAL TER SCREWS ON MIN.SEPARATIONINTERIOR&EXTERIOR FACE TO CLASS CEN ERMATES WZ CENTER ATES TAT M LNTERIOR ACCESS SIOU"' (SEE SCHEDI ILE) EXTERIOR ACCESS Slgt:-'� "' I ' "A(2)#60/2' --------------- - ----- ------ ------------------------- IT------ --------I T----- ---- - ---------- --- ----------------- 6.(TYP.)— IN Min.) I ---------------- ------ ... ------- 1Z4 Al 2) ----------- -<y =------------------- ---- ------ - --—--------- —------ -- -- - -- - -- ------ --- ---------- -- - - 2)42 21 21 21 LOCATED AT 12 I %L Hwv 4EADER/Surbios - I ------- ---------------i ---- I VIEW Y V------ A 2 NO LrA @-/ y SIDE CONNECTION TO TRACK 1_3 1/4'(Typ,)— I I (Cont.) 6 If- VyiLj —6 1/2*MAX.SLACK ** I HYA "V RI-ADE SLACK DETAIL HVE HYC FLORIDA BUILDING CODE Non High Velocity Hurricane Zone: ItY e. 02017 TILTECO.INC. 02017 EASTERN METAL SUPPLY.INC. k T1 �lT BERTHA RVTM I.Y Accordion Shutter System 11L1EC0imc. \ A.S.S.A. H.V.BLADE#1 W/OR W/O H.V. WI1lWW BLADE Shutter Systems TV.01 DESCRIP1011 DATE DRAWN BV' LC. • TILLIT TESTING & ENGINEERING COMPANY AmertCah Association. Inc. OLD 16-M DATE. 07/27/17 zft.5L.st.�Z M CARDErs,floF10 3316f 1 Q nP 4268 Westroads Drive 2 DRAWING No :p West Palm Beach, FL 33407 3 1530-r*x:(30 e-me"f;tt� "... 17-107 ES-0006719 WALTER A.TW Jr.P.F, 4 SHEET FLORM Mr-1 44167 P.E. S 20 OF 20 BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSORE FOR COMPONENTS & CLADDING (P.F.) FOR ASCE 7-11`0 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET BASIC WIND SPEED - 170 mph RISK CATEGORY If.BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) PEAK L••LESS THAN 7'-9' L••GREATER OR EQUAL THAN 7'-9'AND L••GREATER OR EQUAL THAN 12'-J' ROOF LESS THAN/2'-3• DEC 2 9 2019 HEIGHT POSITIVE NEGATIVE POSITIV[ NEGATIVE POS TIVE N[GATIM (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.O. ULTIMATE A.S.D. ULTIMATE A.S.D. UL It A.S.D. ST.Lucie County,Permitting * DICATEDESIGN10 INE D PRESSURES END 0'- 15' 76.4 45.8 102.4 61.4 7J.0 43.8 95.5 573 68.5 41.1 86.4 51.8 CORRESPONDZONE AND INTERIOR ZONE LM ITIONS END > 15'-20' 80.4 48,2 1076 64.6 76.8 46.1 100.4 60.2 72.01 4J.2 90.8 54.5 AND FOR ALL ROOF SLOPES. >20'-25' 83.6 50.2 111.9 67.1 79.8 47.9 104.4 62.6 74.8 44.9 94.4 56.6 )K*L-STORM PANEL LENGTH, >25'-30' 86.2 51.7 115.5 69.J 82.4 49.4 107.7 64.6 77.3 46.4 974 58.4 ACCORDION SHUTTER BlAOE LENGTH OR BANAMA >30'-f0' 90.7 54.4 121.9 72.8 86.6 52.0 113.3 68.0 81.2 48.7 102.4 61.4 SNUFFER HEIGHT. >f0'-50' 94.3 _ 56.6 126.2 75.7 90.0 54.0 117.7 70.6 84.4 50.6 106.5 63.9 �c#* pR000CT5 WN/CN BEAR A >50'-60' 973 5B.4 1 1 JO.3 1 78.2 1 92.9 1 55.7 1 121.5 72.9 872 1 52.J 109.9 65.9 MIAMI-DADE COUNTY OR A STATE OF FLORIDA APPROVAL BUILDINGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P.S.F) FOR ASCE 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FEET)K BASIC WIND SPEED - 170 mph RISK CATEGORY 0 BUILDINGS _ RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) - PEPpf Loo(30 PEAK L••LESS THAN 12-5' L••GREATER OR EQUAL TNA f2'-3' ROOF HEIGHT POSITIVE N£GArNE POSITIVE NEWT" (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULRMATE AS.D. F> so'-70-1 91.5 54.9 167.7 100.6 \84.3 50.6 148.4 89.0 BUILDING SCHEMATIC I > 70'-80' 93.6 56.2 171.6 103.0 86.2 51.7 151.9 91.1 >60•-9o' 95.6 574 175.2 105.1 88.0 52.8 155.0 93.0 >9O•- too' 97.3 58.4 178.4 107.4 B9.7 53.8 1579 94.7 1E'l�Z` - 6q1- � > too'- 120• 100.5 60.3 184.2 110.5 92.5 55.5 163.0 978 REVIEWED FOR > 120'- 140' 103.2 1 61.9 189.2 113.5 95.1 57.1 167.4 100.4 cc••'A.T'I •'r CODE COMPLIANCE > 160'- IBD' 107.8 64.7 1976 118.6 99.3 59.6 174.9 104.9 - IO��IP'�4 „�•... /���+�� ST. LUCIE COV )' .,, > ,BD -200' 109.8 65.9 201.3 .120.8 101.1 60.7 178.1 106.6 ,`����; JCEN$F'., . ; BO >200'-250' 114.1 68.5 209.2 125.5 105.2 6J.1 185.1 111.167 >250'-300' 117.8 70.1 216.0 129.6 108.5 65.1 191.1 114.7 ; o >300 -350 r2r.o 72.6 z21s 133.1 x11.5 66.9 fss. " t17.aSnTATEOF 'Lj 74.3 22Z I IJ6.J 114.1 68.5 >400 -150' 126.4 75.6 231.8 139.1 116.5 59.9 205.1 123.1 �y 0�•••..;`�R�OP.' , /� >450'-500-1 128.8 773 236.1 141.7 118.6 71.2 208.9 125.3 I�FSS/ONAL���,��`F File COW A 1.)THIS CERTIFIED SIGNED AND SEALED WIND LOAD CHART,PREPARED BY THIS ENGINEER,BASED ON ASCE 7-10,FOR A BASIC WIND SPEED OF 170 MPH,AND 1017(6fh EDITION)FLORIDA BUILDING CODE- BROWARD, PALM BEACH, MARNN,ST.LUCIE&INDIAN RNER COUN77ES APPLICABLE RISK CATEGORY BUILDING&EXPOSURES IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMA770M FOR A SITE SPECIFIC PROJECT. ASCE 7-10/ WIND PRESSURE CHART L.C. 2.)THIS WIND LOAD CHART MUST BE SIGNED,SEALED AND DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE TIME BUILDING PERMIT. STORM PANELS,ACCORDION&BAHAMA SHUTTERS DRAWN BY J.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELEC77ON OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. RISK CAT. 11 BLOGS 08/09/17 WIND PRESSURES ARE ULTIMATE AND ASO.PRESSURES DATE 4.)TMS WINO LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. I ECO e x c. WIND PRESSURE CHART BASIC W/ND SPEED 170 mph 1/LL1T TESTING t Ell," ti COYPAHY EXPOSURE D,Kd-0.85 17-X 94 3.)DES/GN WIND L610 SELECTED O TER CONTRACTOR OR ET.OP HOLDER FROM TMS WIND LOAD CHART SHALL BE 7N0/GATED ON A SEPARATE DOCUMENT PREPARED BY usa rew..rau.se.sa.0 - wI rt.orae THE CONTRACTOR OR PERMIT HOLDER(e.g.,SPREADSHEET.OPENING SCHEDULE/TAKE OFF SHEET,ETC.). Pno..:(Joa)a7i-rasa,719 pw)eTr-rasr DRAWING No EB-0006719 WALTER A TILLIT J.P.E. oro ra-rm �rtU 'ia• FLORIDA Lk. 44167 SNEE1 1 OF 1