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HomeMy WebLinkAboutProduct Approval STRUCTURAL ENGINEERING PROFESSIONALS, INC. Structural, Mechanical &Civil En ineerin8 Consultants 8 TO: Mr. Bill Snow, Manager Island Beach Club Association 9800 S. Ocean Drive N � Hutchinson Island _ ,� ` u Jensen Beach, FL 34957 - ill S'1. Lucie count;!) FL Re: Wind Loads, Unit 214 Mr. Snow, This is in response to a request from the owner of Unit 214 for wind design loads for new doors. Wind loads for Unit 214 are as follows: +50.4 PSF -55.0 PSF These loads are the same values sent to you a few months ago and are good for most of the csnits in your building, EXCEPT units on the south end. Also, any new doors need to be Large Missile Impact resistant OR shudders have to provide impact resistance. Please let me know if you need any further assistance. ResOctfully, oil leg g,. SU:� �- _., 751 Northlake Boulevard,Suite 2C ♦ North Palm Beach,Florida 3108 Office (561)8444060 ♦ Facsimile (561)844-1001 www.struc-engineers.com SI'PTEhtI'Lr1"fE-FILE Page 1 of I z x3drxx a EMS Home I Log In i User Registration I Hot Topic I Submit Surcharge I Stats&Facts I Publications I FBC Staff I BCIS Site Map [Inks I Search Florida 31- Wj Product Approval tas — \ USER:Public User d 'U r Product Approval Menu>Application Detail N °) t`ai4t,01 y FL# FL1850-R10 , br a . Application Type Revision - Code Version 2014 St. Lucie I ounty, r=i_ x ' Application Status Approved Comments COP-Archived, (� Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (5 y, a - 61)209-8263 " bfeeley@easternmetal.com r x Authorized Signature Bill Feeley Irodriguez@eastemmetal.com Technical Representative Address/Phone/Email N Quality Assurance Representative Address/Phone/Email Category Shutters , 1 2 Subcategory Accordion A, F� Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 3 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit,Jr.,P.E. f z � , the Evaluation Report Florida License PE-44167 _. W-1 Quality Assurance Entity National Accreditation and Management Institute y Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W. Knezevich,PE �S; Validation Checklist-Hardcopy Received Certificate of Independence FL1850 R10 COI HV Accordion CI HVHZ.Ddf Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEV...%2f%2ftCOhpJQoeIShOCDrfdBDPfc3tFpHgLNr4gNQ1pQg%3d%3d 3/21/17, 9:52 PM Page 1 of 3 Equivalence of Product Standards . Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/26/2015 Date Validated 04/28/2015 Date Pending FBC Approval 04/29/2015 Date Approved 06/23/2015 - gummary of Products FL# Modei,Number or Name Description 1850.1 Bertha HV Accordion-Blade 3 Extruded aluminum blades folded together thru knuckles and (HVHZ) Drawing#15-081 retained by tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 R10 II A.S.S.A.INC. drawing DRWG.15-081.odf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: Large Missile Level"D". Max span is 12'-7"for 35 psf FL1850 RIO AE A.S.S.A.INC. P.E.R DRWG.15-081.pdf positive ASD load and 13'-0"for 35 psf negative ASD load for Created by Independent Third Party:Yes one specific condition shown in span tables.See additional loads and spans on engineered drawings. 1850.2 Bertha HV Accordion Shutter Extruded.aluminum interlocking blades retained by tracks (Combo)'-HVHZ Drawing#15-079 (top and bottom)for'storm protection' Limits of Use Installation Instructions Approved for use in.HVHZ:Yes FL1850 R10-II A:S.S.A.INC. DRWG.15-079:pd .Approved for use outside HVHZ:Yes Verified By:American:Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:,Yes Design Pressure: N/A Evaluation Reports Other:Large Missile Level"D". Max.span is 13'-2"for 30 psf FLIS50: R10 AE A.S.S.A,INC. P.E.R. DRWG.15-079.Pdf positive ASD load w/o window blade, 16-0".for30 psf Created by Independent Third Party:Yes- negative ASD load for HVI blade w/o.windowblade.for conditions indicated on schedule#1-,;sheet 12.And 15'-5"for 30 psf positive ASD load w/o window blade and 18'-0 for 30 psf negative ASD load for.HV2 blade w/o window_blade.See sheets number`12,25,28 and 28A of installation drawings for otlerspans'and pressures 1850.3 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only(HVHZ)-Drwg# 15-080 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 RSO II A.S.S.A. INC. Drawina_DRWG.15-080.odf Approved for use outside HVHZ:Yes Verified By:American Test,Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: Large missile level"D". Max.span is 16'-0"and FLIS50 RIO AE A.S.S.A,INC. RE.R DRWG.15-080.p_df 14'-9"for 30 psf ASD negative load depending on Created by Independent Third Party:Yes centermates and locking rod configuration for the HV1 blade, 8'-0"for+64,-72 psf load for HV blade for Keystone mountings 7'-0"for+75,-75 psf for metals stud mountings and 8'-0"for 110 psf.for HVI and HV1A working in unison. See sheets 7,11, 20 and 19 respectively of installation drawings for other spans and pressures. 0 https://www.fioridabuiIding.org/pr/pr_app_dtl.aspx?param=wGEV...%2f%2ftCOhpJQoeIShOCDrfdBDPfc3tFpHgLNr4gNQlpQg%3d%3d 3/21/17, 9:52 PM Page 2 of 3 Equivalence of Product Standards Certified By { 'Sections from the Code ly' Product Approval Method Method 1 Option D t Date Submitted 04/26/2015 M y. Date Validated 04/28/2015 Pending Date g FBC Approval 04/29/2015 Date Approved 06/23/2015 �``: � .t�°;,. Suinmary_of Productrs .,, - .+ ,.:;��._..},... . •. ...._ - Y r FL W%* Model,NumberDescription 1850.1 Bertha HV Accordion-Blade 3 Extruded aluminum blades folded together thru knuckles and � (HVHZ)Drawing# 15-081 retained by tracks to provide hurricane protection. z Limits of Use Installation Ynstructions �d Approved for use in HVHZ:Yes {z PP F 850_R10A.S.S.A. INC. drawing_DRWG.15-081.odf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. f .. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports i Other: Large Missile Level "D". Max span is 12'-7"for 35 psf F�.18�0�L4 AE A•S q_A IACs 3 DBWG.IS-08�,p positive ASD load and 13'-0"for 35 psf negative ASD load for Created by Independent Third Party: Yes one specific condition shown in span tables.See additional loads and spans on engineered drawings. 1850.2 Bertha HV Accordion Shutter Extruded aluminum interlocking blades retained by tracks �$r< (Combo)-HVHZ-Drawing#15-079 (top and bottom)for sfo'rm'0rotection �! •' �� �'t ' 1111 r 4� limits of Use Installation Instructions Approved•for use.in HVHZ:Yes FL1850. R10 II A S.S.A:INS DPWG_L5&,Z2,p_df J9 Approved for useoutside HVHZ:Yes Verified By American fest Lab of SouthFlorida,Inc. I Y P ;Impact Resistant:Yes Created b Inde endent Third Pa s P Party:,Ye --sign-Pressure: N/A Evaluation Reports Other:Large Missile Level"D% Max.span is 13'-2"for 30 psf u positive ASD load w/o window blade, 16 O':.,for.30,psf Created'by Independent Third Party:Yes; i ` .......:J negative ASD load for HVi blade.w/o windowblade for 'j, conditions indicated on schedule#1,.sheet'Y2:And'15'-5"for 30 psf positive ASD load w/o window:blade and 18'-0 for 30 psf negattve,.ASD load for HV2 blade w)o window blade.See sheets numtier'12,25, 28 and 28A of`installation drawings for other spans and pressures`. - . 1850.3 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks Sri 4 1 Only(HVHZ)-Drwg# 15-080 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:Yes F�,J$5S2_R1Q_II_A S }��NC. D1a.�rjIl9_D��IGSSL$1Lp1 bF ?iM• Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: Large missile level"D'. Max.span is 16'-0"and FL].850 P.10 _� S•A•I LC, f?E.R��yUG.15-080.r df 14'-9"for 30 psf ASD negative load depending on Created by Independent Third Party: Yes centermates and lockin rod configuration for the HVi blade, 9 9 8'-0"for+64,-72 psf load for HV blade for Keystone mountings 7'-0"for+75,-75 psf for metals stud mountings 1. E and 8'-0"for 110 psf.for HV1 and HV1A working to unison. See sheets 7, 11, 20 and 19 respectively of installation a °., drawings for other spans and pressures. d,. + 40, 1� e hit t(;;/;„,;rm.f!oridalwddinry.org/lirjpr app dtl. spz?par2m=wGFV...>f,2Y�2ftCOhpJ�loeIShOCDrldBbPIcStFpHyt.tJrdytlr�IpCJy7i,3d'i63d 3/21/17, 9;52 PM Page 2 o �C L f MJF Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 w <u 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 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 ' ?r >f Chapter 455,F.S.,please click here. Product Approval Accepts: Pik N 1- eCheck Credit Card' Safe ly https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV...%2f%2ftCOhpJQoelShOCDrfdBDPfc3tFpHgLNr4gNQIpQg%3d%3d 3/21/17, 9:52 PM Page 3 of 3 GENERAL NOTE5• 1. BERTHA H.V.ACCORDION SHUTTER SYSTEM WITH H.V. BLADE p3 W/OR W/D- H.V.WINDOW BLADE 53 SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014 (5th EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE. FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED WITH A DIRECTIONAIJIY FACTOR Kd-0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (AS.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 6, 6, 7,8& 18. IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN MND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM 13Y 0.5 IN ORDER TO COMPARE THESE W/MAX. (A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 5, 6, 7, 8& 18. IN ANALYSIS..AA WIND R TO IFY THAT LOAD DURATIONRS ON THISFACTOR CO-1.60 WARS USED F'.WERE NOT OVER OR VERIFICATION OFFFFASIENE S SPACINGESSED,A 33 Z GIIN WOOD.ALLOWABLE STRESS FOR MND LOADS WAS TABLE OF CONTENTS BERTHA H.V.ACCORDION SHUTTER SYSTEM WITH H.V.BLADE 53 W/OR W/0 H.Y.WIDOW BLADE 53 ADEQUACY FOR WIND AND IMPACT LOADS HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS: AREA 1. HV BLADES(1) & - 1QH.V. BLADE 53 80403.01-08 WITH ADDENDUMS 53 &53A DATED 4/30/14,0825.01-10 (WITH ADDENDUM 52, DATED 4/30/14), 1220.01-10, 1209.01-10 &042202-14 , GENERAL NOTES. SHEET 1 AS PER PROTOCOLS TAS-201,TAS 202&TAS-203,LARGE MISSILE SYSTEM COMPONENTS. 1-21 SHEET 2 -(I)H.V.BLADE 53 WORKING IN UNISON WITH®H.Y.WINDOW BLADE 53 50829.01-08 WITH ADDEMDUM 52, DATED 4/30/14, AS PER PROTOCOLS TAS-201,TAS 202 &TAS-203, LARGE MISSILE SYSTEM COMPONENTS. 22-36 SHEET 3 -QH.V. BLADE 53 AND 8 H.V.WINDOW BLADE 53 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE TYPICAL SHUTTER ASSEMBLY. SHEET 3A INDICATED ON SHEET Ia. AREA 2. HV BLADE QD AND HV WINDOW BLADE hAl 2. BERTHA ACCORDION PINS 33 , Q OR ALTERNATE @,SHALL BE AS INDICATED ON SHEETS 3&4, USED AT BLADE'S KNUCKLE.ACCORDION PINS @, USED AT HV DIRECT (WHERE APPLICABLE) MOUNT SHALL BE AS INDICATED ON SHEET 3.PINS SHALL 13E 410-Hr MINIMUM SERIES STAINLESS STEEL SCREWS WITH 173.6 KSI YIELD STRENGTH AND 187.4 KSI TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA FN DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS, REGISTERED WITH TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS. SHEET 4 AMERICAN SHUTTER SYSTEMS ASSOCIATION. MAXIMUM SPAN TABLES. SHEET 5 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6053-T6 ALLOY AND TEMPER,WITH Fy- 27.1 ksi MINIMUM (UNLESS OTHERWISE NOTED). ANCHOR SCHEDULE- CONCRETE SHEET 6 ANCHOR SCHEDULE- CONCRETE&BLOCK. SHEET 7 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 AND SECTION 2411.3.3.4 OF THE FLORIDA ANCHOR SCHEDULE- WOOD SHEET 8 BUILDING CODE 2007 WITH 5D ksi YIELD STRENGTH AND 90 W,TENSILE STRENGTH &SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4, INSTALLATION DETAILS 1-6 -CONCRETE &BLOCK SHEET 9 INSTALLATION DETAILS 7-9-CONCRETE&BLOCK SHEET 10 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR AISI 304 SERIFS STAINLESS STEEL WITH 35 W MINIMUM YIELD STRENGTH. INSTALLATION DETAILS 10 -METAL SND SHEET IDA 6.SEE SHEETS 6 &B FOR ANCHORS SPECIFICATIONS ON DIFFERENT SUBSTRATES. INST. DETAILS W/HV CENTERMATES 0&(B SHEET 11 7.THIS BERTHA H.Y.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 86779582.COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT INST. DETAILS W/HV'T• LOCK C84MMATES & SHEET 12 55458179 ISSUED TO EASTERN METAL SUPPLY, INC. INST. DETAILS W/HD CENTERMATES a®&� SHEET 12 END CONNECTION DETAILS 1-6-CONCRETE & BLOCK SHEET 13 S. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 70 VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE A77ACHED TO INSURE PROPER ANCHORAGE. INSTALLATION DETAILS 1W-6w-WOOD SHEET 74 CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN.THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. INSTALATION DETAILS 7W-10W-WOOD SHEET 15 4. EACH UNfi MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HUMS OWNER,TENANT, OR OTHERS, MUST PROPERLY CLOSE ALLCENIERMATES AND ENGAGE OR LOCK ALI,LOCKS' END CONNECTION DETAILS t-8-Yf000 SHEET 16 AREA N HWINDOW BLADE ID ONLY I SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1770.8.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE PLACED FOR fYQTY OPENING.LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE. TYPICAL WINDOW BLADE&WINDOW DETAIL SHEET 17 11.BERTHA H.V.ACCORDION SHUTTER SYSTEM WITH H.V. BLADE 53 W/OR W/O H.V. WINDOW BLADE 53 INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS TYPICAL SHUTTER ELbYAT10N SHEET 18 ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED T0. 12(a)THIS P.E.D.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.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. USED TO THIS DRAWING SHALL ONLY 8E U (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. OBTAIN.PERMITS IN THE STATE U FLORIDA (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA'REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(EO.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE e,9gW;P AL ENGINEER OF RECORD THAT PREPARED IT. FFOL k T11 I FLORIDA BUILDING CODE (High Velocity Hurricane Zone ,L1�Q. ................. cl ®2015 EASTERN METAL SUPPLY, INC. INc. BERTHA H1/TM A■S■S■A■ Accordion Shutter System 11LIE C 0 H.v RaDE#3 w oR w/o H.0 VnnooN BLAL7E 'o w. y 7( 4 American Shutter Systems R 110 DESCRIPTION DATE DRAWN BY:ML 9'•� TILUT TESTING & ENGINEERING COMPANY �y F 1{ =5Nw.ash.St.Ste.a6,vRCINu cwtoLT s.nnR CA a710 Association, Inc. 1 as I-= ./ra/A5 DATE:04/10/15 Phone:(30.5)971-1530.Fa.:(M)1171-1531 4268 Westroads Drive 2 �SS'�............— �- a-moI�G19(.com West Palm Beach, FL 33407 3 DRGAWINGppNo WALTER A TUJT Jr.P.E. 4 S—Op P.E. SEAL/SIGNATURE/DATE FLORIDA Li..5 44167 5 SHEEP 9 1 OF 18 .100' •O!%• n t.RO' 7.91ri' .125' S .371'- 297' .083' m --IA62' .•0 ry -`:125.O 1234' it im RCW I.Ib yy - • 990' AB3' ^ as N to x.348' 2.000'max S .100' .06!' 60' 0.1 1• 7 49' 9.334' .594' `� .670' %72• .3 W1' 9 .080' O HV BLADE#3 °y0� 1.164- ry.� •670 .670' .960• 1.864'-- 0'�• 1.164• 1.716• 1.161' x114' 5.000'MAX. ODa 670• to HV W BLADE#3• 3. 1 2207 3.093 1.e8G' szo' 5 ,(q ALUMINUM ANGLES SEE LIMITATIONS OF USE 2O HV HEADS HV B.O.TRACK O HV HEADER/SILL 4A HV1"S.O.HEADERISILL QUALIFIED FOR USE W/ HV FOR BLADE ON SHEET 18 BLADE 01 QUALIFIED FOR US W/ Q FlED FOR USE W/ HV QUALIFIED FOR USE W/ HV QUALIFIED FOR U E W/ HV 3.996• BLADES Q,b c BLADES 1Q,® BLADES(j),(0 BLADE(j1 .670• 2.226' 3.226' •`'iF yp.670• Ess' a9oo=wuc 3 .tee' �J'� • c �0t'7 2' •) 'om b r 1.4 ! x Y t "�• �a Jr• A72• e g N IV 2" 0.125" 4fN.%MPL Y I11N.l o �y va 3' .072' .072 3.352' 1.522'- 2.097.• °Y 3' 0,090' 11' 1• .062' 3.228' .874• .436• 19th' 0 •rY. �x I "'1f HYADJ.FLOOR TRACK O7 HV ADJ.ADAPTER W/LIP O 9 HV DIRECT MOUNT 10 HV 90°1180°STARTER -j 12 SIDE ANGLES 6 8 HV LK-OVER TRACK O QUALIFIED FOR US W/ HV UAUFIE D FOR USE W/ HV QUALIFIED FOR USE W/HV QUA FlED FOR USE W HV BLADES Oi QUALIFIED SOUS® HV 11 CORNER POSTS QU FBm!)ES OS�W/ HV BLADES 0,® BLADES 10,® BLADE 01 0.75'.1.95•.0.125'Tull. QUALIFIED FOROUS®W/ HV ty 11EOPRENC SPACER BETWEEN BLADES 1 .576' .660 0.79'x1.9510500' CUaM1ATES/SS PLATE 1/4'-20.1/2' 1/4'-20 745' 12.29 THK.304 MT�• 2.293'-.745' FLAT 046 (2)1/4.6-20 NOIFS Fq2 TUT NFAD i6prJ�DE7) CAST (z)1/1'0-2%.1/02•SS.MS. SS 1/4'-20 ilP.) IiNFADED C EL •510• 8 N('I S c 1.940 PAINTED �. o a^ a.7 F 00,016E .318' 40" •3ES5 111 875• rA • 0,615' 045'. (1)5/16 8 tIOIE FOR(1)/16'0-78.1 S/8' •318' r10/ H.Y.SS 1NTffMm TH MO SCREW W/ACEI&KAD @ 1.is (CHR91NE DER 13 HV CENTERMATE 14 HV FLOATING CENTERMATE S.S.SALT WATER LOCK .4ez' 984.1.419• PLATED) (CHROME PLATED) UALRED FOR USE W/ HV QUALIFIED FOR USE W/ HV 15 QUALIFIED FOR W HV BLADES 01 ,� BLADES Q,Q� BLADE 1 �c�'a• 2974 .045 z�. 875" 16 H.V.LOCK i7 N.V.EGRESS LOCK t.756' e v J l .321• 7753' QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV (9.D.) rosu• BLADES10,(g BLADES(j),@ 0� N /.� Qp n ti t'N h O g � :i •� 7.000'1- "�� ^' - - 1 COMPONENTS O 6063-T6 ALLOY AND TEMPER HV MALE'T"LOCK 586' 822• SCALE 3/8•=1" 18 CENTERMATE 19 HV FEMALE"r LOCK L-L-2750•-•-•� 1--2.750'--� 21 HV"T'LOCK QUALIFIED FOR USE E HV CENTERMATE III off PLAN FRONT ELEVATION BLADE 1 QUALIFIED FOR USE W/ HV II IP FORT'LOCK CENTERMATE QUALIFIED FOR USE W/ HV O SLADEOt I� F, IFIED FOR USE W HV B 1 BLADE10 FLORIDA BUILDING CODE (High Velocity Hurricane Zone a4,� �jEt�� ®2015 FASTERN METAL SUPPLY,INC. BERTHA Hi r"° Accordion Shutter Sys temLCIN . A. S.A. •�i. Amarlcan Shutter Systems REHY,W.K ADE�RiPTION W/OMRRW 0 DDAATTEE I DRAWN MADE L � TILLIT TESTING & ENGINEERING COMPANY ••••.•1oR'0.:•'�� eau N.W.360.S,.,Sl..373.VIRGI10A GARDENS.FLCRID4.7710 Assoeletion, Inc. I OLD 13-M /19/15 NTE:04/10/15 • Pham:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No CONAL a- ift tm-0%%1.- West Palm Beach, FL 33407 3 1 5 08'( EB-DOD8719 4 '+ •••,•••''' wa1313T A.Hoar Jr.P.E. � P.E. SEAL/SIGNATURE/DATE FLORIDA ua g 44187 6 SH OF 18 a�1917-� I ~ 12'MIN---.- L- THUMSTURN MIN .I .214' OR .12 Ittl'NDER Cri1N0ER 27 7 Off. 0.875'Min. 216• t+5• 1 .126'Mox. s75".sos• i n o 0 0 o r m I 28 12"LOCKING ROD L 6"LOCKING ROD 22 HD CENTERMATE 23 HD CENTERMATE 24 HO CENTERMATE'S *1.6,- o QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV W/LOCKING ROD W1 NO LOCKING ROD INSERT aas• g o BLADE Q BLADE 1�QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADE(11 BLADE( BLADE(D 7HUMeTURN CYLINDER 6 66 INSTALLATION WUl REQUIRE A gooR xEE / .HOLE- DRILLED AT TRACKS FOR PROPER CY11NDER EMBEDMENT 1.70"Max. BY REGENT HARDWARE MORTISE LOCKS 25 HD LOCK SERIES 2333 HOOK BOLT LOCK. *1/2• 1,,3D• QUALIFIED FOR USE W/ HV s 31wo s BLADE Q7 jo.3*24 s/ta•:7/s P _ .479' .475• .sSD•a•375'P ELEVATION A .320.0 27 HV 174"0-20 AIS1304 SERIES 7&V 318"H-16 ACETAL 28 HV LONG RECESSED29 HV SHORT RECESSED 30 HV NYLON HAT 31 HV WHEEL CARRIAGE S.S.THUMBSCREWS THUMBSCREWS NYLON BUSHING NYLON BUSHING WASHER AISI 302-303 SERIES QUALIFIED FOR USE W/ HV QUALIFIED FORUSE W/ HV BLADE Q BLADE OO .385'0 .365'0 .400'0 .365 O 500'0 .n N 0201• � .153.0 .153' .204• - COMPONENTS o n- 03 �_ (CONTINUED) pO UOp U - N.T.S MY 3P HV DIRECT O HV PIN A BLADEO HV PIN 31 O HV PIN MALE KNUCKLE 36 ALTERNATE PIN MOUNT PIN t5 +6 is 22 23 • [R BLADE& (ate)31 . #14-14x1 3/4' W/ #8 HD, 910-18"x2 3/4"W/ #8 HD, #10-18"x2 3/4" W/ #8 HD, W/ HV HD MARKING H'/HV HD MARKING W/ W/ HV HO MARKING W/ #14-14"x2 3/4' W/ #8 HD, #10-18`x3" W/ #8 HD, (SEE DETAIL %, SHEETS 13 & DACROSHIELD COATING DACROSHIELD COATING W/ HV HD MARKING W/ W/ "4" HD MARKING W/ DACROSHIELD COATING DACROSHIELD COATING 16) W/ DACROSHIELD COATING I0 1c9l,A-Tliy FLORIDA BUILDING CODE (High Velocity Hurricane Zone '4411c1 ®2015 EASTERN METAL BERTHA UHLVT"' !L ECO ,LNt. A■S.S■AI. Accordion Shutter System I RV.BLADE 40 W OR W/o IRV.WIHUOW BLADE 43 '�• �IIW l ARIe�ICOn $Il Utter Systems REv,Na DESCNIPIION DATE DRAWN BY:M.L 71WT TESTING do ENGINEERING COMPANY A98o01atlon. Inc. 1 OD 13-010 4 90�•L•�� P•�••�4 6355 N.N.36U.SL.SW 303,YIRMNIA GARDENS,FLORDA 3316 /10/16 GATE:04/10/15 Pho :(305)871-1530.Fax:(3os)s71-1531 4268 Westroods Drive 2 DRAWING No S/ONAL.., a-m EBll000677D1�m 5—U8'L West Palm Beach, FL 33407 s '' WALTER A TILUT Jr.R.E.E. 4 .... • FLORIDA U.,,44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 3 OF 18 r— ffe OR II II II II II I'1 ® O.® i p.® p,® EXTERIOR EXTERIOR EXTERIOR EXTERIOR 1 1'I O® I'I ('( 00 III I'I Q, .® I ,II 1 I+I I R A fill J11111 ASSEMBLY ATA. ASSEMLY IN BEiWEENR, ASSEMBLY AT6D ASSEMBLY IN 13E11YYEEN0, ((9GO EVERY OTHER INTERIOR KNUCKLE) (®GO EVERY OTHER INTERIOR KNUCKLE) TYPICAL SHUTTER ASSEMBLY TYPICAL SHUTTER ASSEMBLY WHEN 2" LONG NOMINAL PINS ARE USED* WHEN 3" LONG NOMINAL PINS ARE USED SCNE`1/4•-1• SGLB 1/4•-1• *THE HV PINS &BUSHINGS ARE PRE-ASSEMBLED.TO KEEP BUSHINGS ON THE PIN A NOMINAL 0.275' O.D. x 0.130' I.D. x 0.072-THK. RUBBER RING IS PLACED OVER THE END OF THE SCREW,THE RING IS LEFT ON THE PIN WHEN INSTALLED INTO THE KNUCKLE'S SCREW BOSS. FLORIDA BUILDING CODE (High Velocity Hurricane Zone ER A. ®2015 EASTERN META.SUPPLY. INC. � v�•••••w�`= BERTHA HVA' v A■S S■A■ Accordion Shutter System Ar_•• Hv.BADE X W CR W10 KV,N9NDI71N BLADE TILUT TESTING do ENGINEERING COMPANY American Shutter Systems r".w, n1x9IP WN DATE DRAWN tom:a • 6733 N.W.36th.51.Ste.393,V61(ilCil GAWOFNS,nnaw 331 Association, Inc. 1 ato,J,Q1D 4/10/17 OATS 04/10/15 Phmro:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 DRAWING No ic`'•.,� pp^^ ( a-malr.mtaooea.emn West Palm Beach• FL 33407 s •o11�M�.•'•v 00-00057195`�Opp WAITER A PWT Jr.P.E 4 � P.E.• 16TIA E'�ATE FWRDA U..9 44167 5 SHEET 6 3A OF IS �1 •SPECIFlCATIONS O9 N ANCHOR REQUIREMENTS: POURED CONCRETE OQ CONCRETE BLOCK SUBSTRATES mA�uB LFIsI„0 T PCMI W/AM=TH UIFWI IEaEagGY MAXIMUM ANCHOR • SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER 1.ANON TRs m wail SHALL BE AS FOUDWS ALL POINTS SOLID-SET SPAN. AS.D DESIGN NEGATIVE-PRESSURE RATING AND A-CORRESPONDING W To FJDsnNG POURED CCHCRLTE. IH uE TAP NTRH GAP CUNNING TYPE FOR CONCRETE INSTALLATIONS -t/4'r TAPCON w/ADVANCED nDfJ0FO81 TECHNOLOGY,AS MANUFACTURED Br Lrw.BUILDEOO.(Mm.rc-3�} TAPPat+ -1/4.0 x 3/4'ALL POWs SC -SET ANCHORSAS DISR4aUIED BY All.FOM SCRIN.Bd7&SF£ON.TY COA�N+-(K.rc=3 IED). (SEE MOUNTINGS 1,2,3.4&5 ON SHEET 9) -1/4.0 BLUE TAP CONCRETE ANCHORS WITH TAP,AS MANUFACTURED BY FLC861 FA wan DIRECT,INC.(Mai 1'c-2 IaQ. -1/4.0 TAPPER+ANCHORS AS MANUFADIURED BY POLIES FASTENERS,INC.(Wi rc-3 Ami),AND DLSIWBUID BY ALL PONS WZY.BOLT&WMUY OOM•94Y OR POURED CONCRETE ANY OTHER APPROVED UODISED OR AUTHORIZED VENDOR R OMSTSIEERED W/THE MERICAN SHUTTER SMEMS ASSOCIATION.INC. 1 &2 WALL MOUNTINGS g&04 WALL MOUNTING (9)WALL SILL MOUNTING SPAN(ft) W'OO r®�® WI D+OO W/0+0 NOTES: 1MNLWLN EWBEDMENT INTO POURED CONCRETE OF TAPODN W/AO1'ANCED RREAEF M TEDNDLOcr AND TAPPER+ANCHORS IS 1 3/4'•AND 1 1/2'FOR BLUE TAP A5D.11EM N ZQK I=RPR) ASA GESM NMMK DIAD 04 ASO.DMM xEYATAE LOAD W) WITH COP ANCOPS. 30 401 Sol 601 70 60 90 100 110 JO 40 501 601 701 80 90 100 110 301 40 50 60 1 701 BO 1 90-LO-0 770 A2)MNIMIUM ENJEDMW OF 1/4.0 x 3/4'ALJ.POTS SOLID-STET ANCHORS SHALL BE 7/8•INTO THE POURED CONcREm NO EWBEDMEw INTO SRRxO SHALL BE 9 9 9 9 9 9 9 1 9 1 9 9 9 9 1 9 19 1 9 9 9 1 9 9 1 9 9 e 9 9 9 9 9 PEWITTED.1/4'0-20 SS.M4CMNE SCREW USED SHALL BE 1 I/2'LONG MFOMIM SHOULD STUCCO EGST,AND 1•VNWM FOR W74L5 WITH NO STUCCO. _ OR LESS 8 9 9 B 9 9 9 9 9 9 9 8 9 9 9 9 9 9 9 B 9 8 9 faq 9 9 A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS.PAVES OR ANY VENEER BE MIND ON THE COSTING WNL OR FLOOR,ANCHORS 9RALL.13E LONG B 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 ENOUGH 10 REACH THE WJN STRUCTURE BEHIND SAID WALL FINISHES ANCHORAGE SHALL BE AS INDICATED ON ROTES Al)&A2)ABOVE.FOR INSTALLATIONS ON VINYL SONG WITH OR WITHOUT METAL STUDS OR EFS WITH WOOD STUDS CONSULT THIS ENGINEER.FCR INSTNLA7OIS INTO OFS WITH METAL STUDS SEE SHEET TO. 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 4'-0' - - - - - - - - - - - - - - - - - - - - - - - - - (8) TO M-TNG ASTM C-90 CONCRETE BL=WALL 9 9 9 9 9 9 9 8 6 9 9 9 9 9 9 9 9 9 9 9 9 9 9 B 9 -1/4.0 TAPWN W/AINANCED TH 0010IN TECHNOLOLY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEC 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 B _1/4'0 BLUE T CONCRETE ANCHORS WITH CAP.AS MANUFACTURED BY BY FLORIDA FASTENERS DIRECTBY ALL POINTS SCREW.DOLT&�tt��. 9 9 9 8 9 9 9 7.5 B 9 9 9 9 9 9 9 9 B 9 9 9 9 9 9 9 _1/4'0 TAPPER+ANGORS AS MANUFACTURED BY POWERS FASTENERS•INC..AND DISTRIBUTED BY ALL POINTS SOTEN.DOLT&SIVnAUY COMPANY OR ANY OTHER APPROVED 5'-0' M04SEO OR AAUTHORRID VENDOR REGISTERED W/THE AMERICAN SI UMM SYSTEMS ASSOCATION,NG 9 9 9 9 9 8 S5 4.5 3.5 9 9 9 9 9 9 9 9 9 9 9. 9 9 9 9 9 9 9 9 9 9 9 8.5 7 5.5 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 IL)N WANIM ELOODh Nr INTO CONCRETE BLOC(OF TAPCON W/ADVANCED W ODFUW TEMMOLY ANCHOR 13 1•AND 1 1/4FOR TAPPER+MO BLE TAP WITH C P 8 9 9 9 9 8.5 65 5 - 9 9 9 9 8 9 9 9 - 9 9 9 99 9 - NNUTi0R5, 6•-0• _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 9 9 9 9 15.5 4.5 4 3 - 9 9 9 9 9 9 9 9 - 8 9 9 9 9 9 9 1 9 - 9.2)MMMUM EUSEUMENT OF 1/4'0 x 3/4'ALL PIN SCUD-SEr ANGORS STHALL.BE ENTIRMY EAAIEODED INTO THE CONCRETE BLOCK.NO EMBEDYMIT INTO STUCCO 9 9 9 9 9 75 55 45 - 9 9 9 9 9 9 9 9 9 9 9 9 8 9 9 9 SHALL BE Pm4nED.1/4'0-20 SS MACHINE SCREW USED SHALL BE 1 1/2'LANG MINIMUM SHOULD SNCL)DEIST.AND 1'MINIMUM FOR WALLS WITH NO srucco. 9 9 9 9 9 9 - - 9 9 9 9 9 9 9 - - B.3)N CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE DUSTING WALL OR FLOOR MGM SNAIL RE LONG 7'-0• ENOUGH TO REMOTA THE MAN STRUCTURE OORO SRO WALL FINISHES.ANCORFGE SNL.BE AS INDICATED ON NOTES at)&87a IDOIE FOR INSTPllAn@S ON NNYL _ 9 9 9 85 4.5 35 3.5 - 9 8 9 9 9 9 9 9 9 9 9 9 9 SIDING WITH OR WITHOUT METH.STUDS OR EFS WITH WOOD STUDS CONSULT THIS ENGINEER,FOR NSTALLATONS WD ETFS WITH METAL STUDS SEE 94FT 10. 9 9 9 9 7 5S 4 - - 9 9 9 9 9 9 - - 9 9 9 9 9 8 9 - - (c) ANCHORS SHALL BE INSTALLED FoLum G ALL OF THE RHCAMMERDARcNs ANO sPEctnem0Ns OF THE ANChOWS MANUFACTURER. 9 9 9 QS B 45 - 9 9 9 (9 9 9 - 9 9 9- 9 9 9 8-O' - _ _ - _ _ _ _ (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(F-Dj VERSUS SPACING RELATIONSHIP FOR ANCHORS 9 9 8 4.5 3.5 - - - - 9 9 9 9 9 9 - - - 9 9 9 9 9 9 - - - EDGE DISTANCE VERSUS SPACING SCHEDULE EOR ANCHORS: 9 9 9 7.5 5.5 4 - - - 9 9 9 9 9 9 - - - 9 9 9 9 9 9 - - - UkX3 M ANCHOR SPACNGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E 0.LESS THAN THE INDICATED,REDUCE ANCHOR SPACING BY UMTIPLYNG 9 9 9 65 45 - 9 9 9 9 9 8 9 9 9 9 FOR EACH ANCHOR SCHEDULE B(THE FOLLOWING FACTl1RS.REDUCED SPADING OBTAINED USING FACTOR SOUL NOf BE L65 TINTER YINWUY SPICING NOICAlEO 8'-D• _ _ _ _ _ _ _ _ _ _ _ FOR EACH ANCROA TYPE 8 9 55 J5 - - _ 9 9 9 9 9 - - - - 9 9 9 9 9 - - - - FACTOR 9 9 8.5 5.5 4 - - - 9 9 9 9 9 - - - - 9 9 '9' 9 9 - - - - ACTUAL TAPCON WITH ADVANCED THREAOFORM TECH. ALL POINTS SOLID SET BLUE TAP WM CAP TAPPER + 9 9 7.5 5 4 - - - - 9 9 9 9 9 - - - - 9 9 9 9 9 - - - EDGE MIN.SPACING f0'-D' - - - - - - - - - - - - - - - - - - - - - - - - - - - OICTANCE 3' 4' MIN.SPACING=3 1/2' MN.SPACING- 3" 3 3/4' 4' 9 8 4.5 3 - - - - - 9 9 9 9 9 - - - - 9 jq _2_2- - - - - ED. 9 9 7 4.5 - - - - - 9 9 9 9 8 - - - - CRETE 9 9 9 - - - - PCIt�CONCRETE LSE MOO( P Cu�RETE CCNBLOCK& POURED ONCRETE 9.00K& � �O 9 9 6 4.5 J.5 - 9 9 9 9 9 - 9 9 '9 UK M=3 I/Y NN.ED.•2 1/2' MEN.E0.,J t MN ED.=3' 19K ED.-31/! IM E.D.-21/! 17•-0• - - - - - - - - - - 3' 0.90 1.0 0.78 1.o 0.84 1.0 9 9 9 9 9 9 9 9 9 2 1/2' 081 1.0 - 0.67 1.0 9 9 55 4 9 9 9 9 9 9 9 9 r 0.71 - 0.519 8.5 5 3.5 - - - - - 8 9 9 9 - - - - - 9 9 - - - - - 7 3/4' 0.91 - - - 0.43 1 1/2' - - - 0.355999 99 7,5 t - - - - - - 9 B 9 9 - - - - - B99 9 - _ - - 1 HV BLADE 3 OR 1 HV BLADE 3 W 9 - - - - - 9 9 - - - - - - - 9 9 - - - - - - • SEE FOR BLADE L ADE OF R3'-0' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ OSE FOR BLADE(9 _- -_ 9 9 - - - 9 - - - - - - - 1 HV WINDOW BLADE WORKING IN UNISON♦ °"SHEET 18. 9 6 9 9 9 9 #0tl ""'��� FLORIDA BUILDING CODE (High Velocity Hurricane Zone 1 T=s ®2015 EASTERN METAL SUPPLY, INC. y'�:•�vcrausF•.�� _ BERTHA HNT"" t L E C O N c. A■S■S■A■ Accordion Shutter System :* H.V.RADE#3 W1 OR W HUK WSNDOW MADE 43 TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.N, DESCRIPTION DALE DRAWN M:M.L % : 4 Association, Inc. 1 POA 13- 4nDA1D DATE 04/10/s = 00N.F �(/ 1737 N.N.36UL SL Ste.306.VIRG=GARDENS.FUNIM M16 It Pham:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive z DRAWING No SJ•.....••�_4p a-moa:HGLaaaoad.aoa, West Palm Beach, FL 33407 3 5-081 DNAL l'�� WALTER A�LLR1Jr.P.E. 4 '•�••, FLORIDA U.. 44167 S SHEET P.E. SEAL/§IGNATURE/DATE s 6 OF 18 .a �000a000��o®aaaaaaaaa®aaaaaaaAaAaaaa aaaaaaa a000000a000�e®a®fly®®oaaaaaaaaaaaaaaaa�°Aaaaaaa =O�0000��000®�9o0C®98��®®oaaaaaaaaaAAAaaaaaaaa 'o a0000000000�00000aoo®®o®ea®®oo�o®®ocoaaaaAaaa - .������� O��D0000000000O9aDo0Dp�Do®�BAACAB9008®8D©aaaa ' o "DDDDOO��oo��o0000009LiooEl000009�0®®0©���©aaaaa • = = . - ' • B000C�DooD000�o�ooC�ooWaoo09o�0®oDoo09oOCoo®o ' - - oo�loDooD00000�o���oCQooOD00000000O�o�o90��®0 : .. : w_ - oa000a000a�Baaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa 0000�00000aofl000000000aoa0000a00000000a�a0000 - - � ooa000a000a000a000aooaa�ooao®Da80Aa©oaaaaaaaa : .ooa000a000a000a000a000a000aoB�a�®®a000a®�aaaa . :, - "��A���aAA�1Al�AaA�Qa�AOaO��A��Da9OCla099A�®AaaA.. � '' DOAO��a��00�Da��AO��DA0�A0A��oA�GlaCl�lAaO�DAO� . 0�aoo�aoo�a�ooa000a000aoDOAOO�ao�oaooDao�oAoo' ' �0000000Q0000aaaaaaaaAAaaaaaaaaaaaaaaaaaaaaaa o00000000000000000000aaaaaaaaaaaaaaaaaaaaaaaa � ' � _ .o:a00000000000c000000000000aaaaaaaaaaaaaaaaaaaa ' a0000000000000cooc0000000000000000000aaaaaaaa -r = a00000000000000000c000000g00000000000g000aaaa / - : o 0000000000000000000000000 00000Q00000 000aaai — �. Doo�0000�Ad�A����Ofl�Q�A��000AGl�O�D��AAAAA��A� - •• 0000Q0000000000000000000000000a000000Q0000000 .. -:* . �ea000a�o©a�oaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa , ooaoo®a000aoo©aoo®aooaaaaaaa�aaaaaaaaaaaaaaAA .° ooaoo�a000aoo®a®�©aAaoA�Qaaa AAaaaaaaAaaaaAaa • ' : o �aoa000aooaaoo�aooOaAo©aBa9aoADao�aa�®aaaaaaaa - R - �aoa000a000aoo®aDa9aaA®a®d©aDo0a000a®baa©caaaa .. ooa000a000a000a000a000a000aoo®a®ooaaoQao®aaaa ei ,� � DOaOQQaaCOaaaaaOaQaO�BADa®aQaQADa©a9a®a®ooao� - 0aaa�DaaaAaDaaaOaaaE��aaaAaaaa�aaABaaa®a000aoo - :�ea000aeooaaoaaaaaaaaaaaaaaaaaaaaAaaaaaaaaaaa =ooaoo®a000aoo©aoo®aooaaaaaaaaaaaaaaaaaaaaaaaa - .,= o�aoo�aoo�aoo®o®o©aecoa®oaaaaaaaaaaaAAaaAAaaa _ _ _ . ° aoa000a000aooeaoo®a®�©ago®aoada©�Aaaoaaaaaaaa . ° �OQa000a000ao�oaoaoaooQa�o�aoa®ao ©a��a©oaaaa . � . ooa000a000a000a000aoo�aoo®acooa®�oamommaaaA ► r - O�IaODOa�aOaaaDaaaaa�DaaaDaa89aDa�a9aaa�9a00 a. - oa000a000a000a000a000a000aooca000a000a000aon _ - oaooaaoaaaaaaaaaaaaaaaaaaaaaaaaaaaaoaaaaaaaa • =aoaooaa�oaa©aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa - =ooa000aoo®ao�aaaaaaaaaaaaaaaa�aaaaaaaaaaAgaaa -� -aoa000a000a000a�aaaaaaaaaaaa aaaaaa�Aaaa aaa - ' ooaocoa000aoo©ago©a®caaaaaaAaaaoaaaa aaaaaaaa :. : © �aoa000a000a000a000ao®®aa®aa©aaaaaaaaaaaaaaoaa aoa000a000a000a000a000aeo©aooaao�aaoaaaaaaaaa o � �o�0000©000�c�ooa0000000aoaooa0000000000000a .; :ooa000aeoaaAoaaacaaaaaaaAaaaaaaaaaaaaaaaaaaaa - � =0oa000aooaaooaaaoaaaaaaaAaaaaaaaaaaaaaaaaaaaa -:. :aoa000aoo®a8oaa©oaaaaaaaAAaaaaaaaaaaaaaaaaaAA ©�ooa000a000a000a©oaaocaaaoaaaoaaaaaaaaaaaaaaaa ooa000a000a000AooaaeaaaooaaaoaaaoaaaoaaaaAaaa o ODaDaaaaODaDaaADaaa�aaa�aaa�laa©aaa©aaaaaaaa© - aoA000000aa000A000a000a000a000aao�aoaoa�oaa©o MAXIMOM ANCHOR-+ SPACING (in.) SCHEDULE FORA GIVEN MAX SHUTTER SPAN ASD DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING M UNTYING 'TYPE. (SEE MOUNTINGS ON SHEETS 14& 15). B l-_J B B T RAT E SOUTHERN PINE No. 2 W/ MIN. G=0.55• SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2-MIN.CDX DOUGLAS FIR W/MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD UA)M M SPa'(R) WALL MOUNTINGS CEILING MOUNT 3W WALL MOUNTINGS CEILING MOUNT 3W WALL MOUNTINGS CEILING MOUNT 3W WALL 1W, 4W, 7W, 9W & 10W FLOOR MOUNTINGS 1W, 4W, 7W, 9W & 10W,'- FLOOR MOUNTINGS 1W, 4W, 7W, 9W & 10W FLOOR MOUNTINGS MOUNTING 6W & 8W 6W & BW 6W & 8W 5W ASD.DESA!NDATK LOAD(p•t) ASD.DESM NECr9NE Who(pa!) ASD.DESIGN NECAThE NOD(pat) ASD.DESIGN NEWK LAW(pat) ASD.W.M NEGUNE LMD M Aso.DESIGN NEMTK LOAD W dA MO MIX IN M 30 40 SO 60 70 80 90 100 110 30 40 50 BO 70 80 90 100 110 30 40 50 60 70 80 90 100 110 30 40 50 60 70 80 90 100 110 30 40 50 60 70 80 90 100 110 30 40 50 60 70 80 .01100 110 30 40 50 62 '-0'OR LESS_2 9 9 9 9 9 9 9 9 9 9 9 9 9 8 716.516 9 9 9 9 9 9 9 9 9 9 9 9 9 8 7 6 5.5 5 9 9 1919 9 9 9 9 9 9 9 917.516.515.51 5 4,5 4 9 9 9 9 4'-0• 912 9 9 9 9 9 9 8 9 9 9 8 7 6 5.515 .5 9 _LLS 9 9 9 9 9 9 9 9 8.5 7 6 5 4.5 4 3.5 9 9 919 9 9 8 5.514 9 8.5 7 5.5 5 4 3.5 3.5 3 9• 9 9 9 9 9 9 9 9 9 7.5 5 4.5 9 9 8 6.5 5.5 5 4 4 S 9 9 '9 9 9 8 9 8 8 9 8.5 6.5 5.5 4.5 4 3.5 3 3 9 9 9 9 9 5.5 4 3 2.5 9 7 55 4.5 4 3.5 3 2.5 2.5 9 9 9 9 6'-0' 9 9 9 9 9 8 5 4 3.5 9 8 6.5 5.5 4.5 4 3.513 3 9 9 9 9 6.5 4.5 9 8 9 7 5.5 4.5 4 3S 3 2.5 - 9 9 9 8 4S 3 2.5 - - 7.5 .5 4.5 3.5 3 8 2.5 2 - 9 9 9 4.5 7'-0• 9 9 9 9 B 4,5 - - 9 7 5.5 4.5 4 3.5 - - - 9 9 9 9 4.3 3.5 - - - 8 '6 4S 4 3.5 3 - - - 9 9 9 4.5 3 2.5 - - - 6.5 '5 4 3. 2.5 2.5 - - - 9 9 6.5 25 9 9 9 8.5 4.5 4.5 - - 8 6 5 4 25 3' - - - 9 9 .8 8 3,5 2.5 - - - 7 5 4 3.5 3 2 - - - 9 8 5.5 3 2.5 - - - - 5.9 4 3S 25 2 2 - - - 9 9 3S 2 9 6 4 3.5 - - .5 5 4 3 2.5 - - - 9 8 5.5 3 2.5 - - - - 5.5 4 3 2.5 2.5 - - - - 9 5.5 3 2S - - - - - 4.5 3.5 2.5 2 2 - - - 9 4.5 2 9 9 6 4 - - - ESS 5 4 3 - - - - 9 6 4 2.5 - - - - 5.5 4 3 2.5 - - - - - 9 5.5 3 - - - - - - 4.5 .5 2,5 2 - - - - - - - - - 11'-0' 9 9 4.5 3. - - - - 6 4.5 3.5 2.5 - - - - 9 6 3S - - - - - - 5 3.5 3 2 - - - - 9 4 2.5 - - - - - - 4 3 2 - - - - - - - - - - 12'-0' 9 9 3.5 - - - 5.5 4 3 - - - - - 9 4 2.5 - - - - 4.513-512.5 - - - - - - 8 3 - - - - - - - 4.25 - - - - - - - - - - - 13'-0' 9 5.5 3.5 - - - - 5 3.5 3 - - - .5 4 0:1,1 NOTES ON ANCHORS REOUIREMENTS: MOOD SUBSTRATES, 1.ANCHORS TO WALT,FLOOR OR SOLID WOOD SOFFR SHALL BE AS FOLLOWS: TKREADF BY I T.W.BU�EX W/ INRNMOFENEMTIONMOF THREADED ARTA AS INDICATED AT EACIRROLOGYANCHORS.AS CH SECTION ON SHEETS 14&15. 10 H V BLADE #3 OR HV BLADE #3 WV EXCEPTION:SEE NOTE 2 BROW. 2:ANCHORS NS HOLLOW G SCR SAS E AS PER 12 SPECT TYPE S. SHEET.T4 AND ® H V WINDOW BLADE #3 WORKING IN UNISON STIFLE CONSIST OF LAG AS PER NDS 2012 SPECIFICATIONS.TY IONS. 3.SUBSTRATE SHALL CONSIF OF THE FOLLOWING: -SOUTHERN PINE No.2'W/G-0.55(N.DS) -DOUGLAS FIR W/C-050(N.D.S.) +SEE LIMITATIONS OF USE FOR -SPRUCE PINE FIR NORTH W/G+-0.43(N.D.S.) BLADE©A ON SHEET 18. -SPRUCE PINE FIR SOUTH W/G=0.36(ND.S.) -MIN. 1/2'COX PLYWOOD(1986 APA) 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS PER NDS 2005 FLORIDA BUILDING CODE (High Velocity Hurricane Zone) ,EI • tv%n. jil�__ ®2015 EASTERN METAL SUPPLY, INC. - �'��,-............. AccordionBoShutter HVTN stem A.S.S.A. p TLV. E4" W/OR W/0 TLV.WINDOW BLADE .9y/.� American Shutter Systems TREY.No DESCRIPTION DATE DRAWN BY:M.L. 13 s Cf TILLIT TESTING& ENGINEERING COMPANY 1-5 Q 6745 N.W.36th.5L•Ste.305,MRGD&A GARDENS.FIAROA 3318 AasOCratlOhe Inc. 1 au I:-010 4/Ions DATE:tM/t0/ts Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No o-ma R:uIT«o®ca.mm West Palm Beach, Fl 33407 3 ~�VV/OTVAL 1•��\A E8-0006719 ,�5-081 4 WALTER A TLllf Jr.P.E. FLORIDA tic.8 44167 s SHEET P.E. SbZ73rGNATURE/DATE s 8 OF 18 POU /CONCRETE CONCRETE ANCHORS POURED CONCRETE O NCRETE BLOCK (SEE SCHEDULE ON SHEETS 6&7) OR CONCRETE BLOCK REQUIRED EXISTING WALL REQUIRED '`• GLASS • ! CONCRETE ANCHORS 1/4'0-20x3/4'S.S. BOLTS W/ • (SEE SCHEDULE ON SHEETS 6&7) &WASHER®9'D.C. ESN.SFPARAl10N TO I 1, •: (SEE Sp1mU 1 ON SHEET 6) I I I I or®or } / E.D.* , 2 E.D.4 �.. ) ♦• .�� 5 I I E.D.* ,�.'' 8 i I 4• •i� I _ 1/Y I I 1 `I MIN.SEPARATION TO I I (D .•••• NYLON COVER MW.SEPARAMN,0 CLASS (SEE SQIEW i '.'',:. 5)/1/4-01.3/4- 2 1/2 SEE sa+Eprts m,s1aEr 1! ®� oN sNt>:r 51. i' .•'i:;.: 1/4'0.3/4"F.H.S.D.S. RW EXISTING I i -•{,,�.:.•.•:,:,;t BUILDER TEK SCREW®9.O.C. EXISTING 1 I G COPOURED RETE NCRETE ANCHORS ALLBLOCK (SEE SCHEDULE ON SHEETS 6&7) WALL OUIRED ( WALL MOUNTING INSTALLATION 03 WALL MOUNTING INSTALLATION 05 WALL MOUNTING INSTALLATION EXISTING ExISO i I I GLA55 GLASS i 1aN.SFPNt,11aN to CTAS".. NTN.SEPM%ON TO 1 I MIN.SEPARATION 70 , (SEE SCHMMFS ON SNFEC a) i I: (SEE SCNEDU 5 SFE rr 5) ON SNEET 5) III i 1 ON SNEF.T 5) I O GLASS a i 1/4'MAX. ,/+•NAA' g8 I .,., 'I' ' ,.•MMC :� -';.�. 5 �; I ' !. E D.* I I E.D.* r.t•...' 2 EDGE OF ._ SLAB IF ..j .�. . EDGE OF 1/2' 3 or®Or® 1/2• 1'wtL— APPLICABLE - ,FQ AP%LJC48E 20x3/4'SS. BOLTS W/ POURED ' <4�. NUT&WASHER O 9'D.C. CONCRETE ar CONCRETE ANCHORS •'''..`•.( REQUIRED v '•• (SEE SCHEDULE ON SHEETS 6&7) POURED CONCRETE D• E D. POURED CONCRETE OR CONCRETE BLACK CONCRETE ANCHORS CONCRETE ANCHORS OR CONCRETE BLOCK WALL REQUIRED (SEE SCHEDULE ON SHEETS D&7) (SEE SCHEDULE ON SHEET 7) WALL REQUIRED 02 WALL MOUNTING INSTALLATION ® WALL MOUNTING INSTALLATION © FLOOR MOUNTING INSTALLATION NOTE FOR COMBINATION OF SECTIONS: *ED. EDGE DISTANCE (SEE NOTES&SCHEDULE ON SHEET 71 INSTALLATION DETAILS I-SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY 2-MOUNTING SECTIONS CAN BE COMBINED SEE LIMITATIONS OF USE FOR IN ANY WAY TO SUR ANY INSTALLATION. BLADE©A ON SHEET 18. SCALE 3/8"=1 FLORIDA BUILDING CODE (High Velocity Hurricane Zone ®2Dis EASTERN METAL SUPPLY, INC. ,'.Yi�ER.. .71, = BERTHA HVTm vow ' v A S S A Accordion Shutter System •� IL ECO imc- •• FLU.BADE#3 W1 OR W/O FLU.NAND(7N MAX ass / American Shutter Systems REV.R, DESCRIPTION DATE I DRAWN Em.M.L. /f—; TIWT TESTING & ENGINEERING COMPANY/ ASSOCIOtIOn, Inc'. 1 as,a-a» ,pD/,a DATE:as/to/u i 6747 O N.W.38th.St.,Stn.303,WRIA GAROOM RDROA 3716 es 4268 Wtroads Drive z' PRone:(30.5)871-1530.FOINax:(305)871-1531 DRAWING No ' elf•.•• e-Inai1:l ltetO®aal.aort West Palm Beach, FL 33407 3 1 5_081 .,RID A,.••'��(AQ: EB-0006719 4 WALTER A TRJIT Jr.RE s SHEET P. ./ � I� /DATE FLORIDA 44167 6 9 OF 18 CONCRETE ANCHORS POURED CONCRETE (S'EF SCHEDULE ON SHEET 7) REQUIRED CONCRETEANCHORS(EXCEPT6- „ EDGE OF ALL POINTS SOLID SET)O 6' SLAB IF •.�.:' ••.D'.'t' APPUCABLE O.C.(SEE NOTE R LI SHEET ) .. POURED CONCRETE OR .t• •.,;'„ FOR UMRARONS I� •'::: I^•`' CONCRETE BLOCK 1 1/4.0-20.3/4'-S.S. t' REOUIREDINE SCREWS USING% ,-J c :� •' 1/z• 1/4•-20 NUTS 0 12'O.C. �1/4•MAX. 3.00' 2 E%ISIING �'MIN. E.D.;? 1/4'MAX. G ICL S,AN`Q0N M CLAM SCHEDULES— ON SKEET O' I Ol aR ®♦ I I i EXISTING O GLASS- --- LAS I I Nw S7PARA1 w _(SM (2) CEILING MOUNTING INSTALLATION EXISTING I I 1/4' l, 1/4"0 UW.SUILDEX TAFCON W/ADVANCED THREADFORM I I MAX. 4'N.WARANON• I I TECHNOLOGY OR 1/4'0 POWERS FASTENERS TAPPER+ ro GEM ANCHORSy..W/1 3/4'MSN.EMBEDMENT 0 G'O.C_FOR I I suEi s) I I iO oR ®• UP TO W-O'SPAN AND 4'O.C.FOR SPANS tARGr: —® lTW1'6'-0'UP TO 7-6'MAX.•APPLY SEALANT AT EXISTINGI I mw FASTENER HEAD OYP.)(SEE NOTES t nEE5 1/z' GLASS I I 1/4•MAX CONT.SEALANT I j 1_T #10.3/4•HEX WASHER HEAD - SMAX. 1T:K SCREWS®9"O.C. ALTERNATE INTERIOR ' 1/4-0-20x3/4'SS MS ANCHOR LOCATION a/C ERIERIOR CONCRETE ANCHORS a- j tUSING 1/4'0-20 HUTS ® M 7 (SEE SCHEDULE ON SHEET 7) y1 ®12"O.C. I.. .• °• \1 EXISTING NON STRUCTURAL EDGEOF •�•'' I •" •` 2.00'MIN. 547.500- WALL TRIM (DECCRATNE SLAB r :I' ••:1/2' •1's EDGE OF . APPLICABLE •}•- �: •• ••t i E SLAB IF E:D� 7` 51LL) APPLICABLE .MIN; POURED CONCRETE POURED - •��' REQUIRED - CONC v REQUIRED F in E.D.-- (b .(b FLOOR MOUNTING INSTALLATION 0 0 NOTE:THIS INSTALLATION SHALL BE REMOVABLE 9Q KEYSTONE MOUNTING INSTALLATION WHEN PERFORMED ADJACENT TO AN * ED.=EDGE DISTANCE MAXIMUM A.S.D.DESIGN PR URE:+84,-72 Psf , OPERABLE OOT OR ENTRANCE (SEE'NOTES Gc SCFIEDULE ON SHEET 7) MAXIMUM SHUTTER SPAN 7'-6' NOTE FOR COMBINATON OF SECTIONS: ♦ BLADE®ONSHL:FT 18.STFOR INSTALLATION DETAILSD EE timiTATis OF U (CONTINUE 1-SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY SCALE 3/8"=f" 2-MOUNTING SECTIONS CAN BE COMBINED) IN ANY WAY TO SUTI PNY INSTALLATION, //////ii1 FLORIDA BUILDING CODE (Nigh Velocity.Nurricone Zone • ©2015 EASTERN METAL SUPPLY, INC. .A`'aa�::�jcENSF:% BERTHA HV"' IL ECO inc. �,■S■S■A■ Accordion Shutter System RV elm#3 W1 CR W KY.H1NDW BLADE 43 TlLlli TESTING, do ENGINEERING COMPANY Arnakeon Shutter Systems M.Ra DFSpUPnGH DATE DRAWN BY:ILL. 'a '$TATE OF Association, Inc. 1 0U)13-6Ta 4/1a/15 DATE 04/10/15 ID ••• •� •6355 N.W.361h.SL.Sf..3Q5,VIRGPM GARDENS,FLORIDA 3316 ^� /, / phone:(305)071-1530.Fox:(30.5)871-1531 4268 Westroods Drive 2 DRAWING No _ ;•= \r a-mall:tilteco0aoLmm West Folm Beach, FL 33407 s Fss�ONAI E 4 15-081 WALTER A.TILUT Jr.P.E. SHEET I•� 187 P.E. SEAL//S(GN21"fbF2E/DATE FLORIDA Ue.B 44 6 10 OF 15 •Min REQ'0.MIN 6'.1 1/2'x YARIt?Se F``S QUM DOUBLE 0.035•THICK Min.ASi1L :1ti T{p, MLTAL SND A-653 GRAVE 40 Min.0-60 _ _ 3� 3 OR OR(4D GALV.STEEL METAL SMOS 9 - :s-,' AT 16'O.C. E705TING CLASS � ® 6" O.C. -�- OBD.MIN.1 3/4'.6 1/4". 37c 37a l' I dm'THICK Min.CONT. •LV. 10 6.O r• .C. ® O.C. I .•xA>< �i�:•K%+:•'.;?nT'•�� :'.:I STEEL TRACK CHANNEL.ASIA A-6531 VAfOFS '*4_ OWE 40 Min.G-60 GALVANIZED �I CPUC BLE I i •••.. -J FASTENED TO STUDS W/(2) ' 1 16.1/2'TEK SCREWS ON INIAOR , AS UFl� h EXTERIOR FACE MEN.SUArwnN TO GLASS — --- EXISTING CLASS (SEE'SLE ON 51t�T 5) I _—__ 9 It / I ) SEE DETAIL X FOR 1 j ROWD.MIN.1 3/47.6 1/4•. I I SIDE CONNECTONJ 0.035'THICK?An.CONT.GALV. EXISTING'FINISH TO TRACKS ON STEEL TRACK CHANNEL ASMA-.53 AS APPLICABLE I I' SHEET 13(TYP.) GRADFASTENED TO sty°w(�� 7c 7 I I ,• O OR OR 16x1/r ILK SCr ON iNIEWDR. A EXTERIOR FACE 6'O.C. 0 6'O.C. QUIREO DOUBLE Or . o ML7AL � EQUONED DOUBLE 1 ..� 1/2' 1/4-0 TEH SCREW NE7AL SND L 1 3 NOR 4�OR 4A f 0 6.O.C.TO I �/ I DOUBLE STUD REQUIRED MIN.6'.1,1/2': w .•.�. 7b , 0.035'THICK W-ASTM -' ": 1' EJGSTINO CLASS A-653 GRADE 40 Min.G-60 =c " a 6" O.C. MIN. -�E)fIST1NG GLASS -- GkV. I73 SIMETAL STUDS AT76' E 0 1'Min. 10 B.O.WALL MOUNTING INSTALLATION °"°� '^ "I `` 1/16•x3x3'MAX. qj•O.- 2_000• 3210' (6063-T6) CONT. z ALUM.CLOSER o PLATE. (LOCATE AT EITHER SIDE OFQ3 37 37 114"0 NOMINAL 19'0-20X3"BOLT ...... S — — — —— ALUMINUM SLEEVE 110x1/2'S.Ms. #10.1/2•S.M.S. ® 16"O.C. 0 16'O.C. 1a,,-. ' .250= 1/4. �7HREADS ' / 9 I �7c 1/4"f3 ELCO CONSTRUCTION 3 OR 1,q I OR PRODUCTS FAB-LOX HD \� END INSTALLATION INTO METAL STUD WALL INSTALLATION DETAILS (CONTINUED SCALE 3/8"=1" SCALE 3/8"=1" ��u�����..�� FLORIDA BUILDING CODE (High Velocity Hurricane Zone _ ' ' @.2615 EASTERN METAL SUPPLY, INC. 4I ............ '. BERTHA Hir 1���JpENSF���_ Accordion Shutter System L E C O �Nc. A.S.S.A. H.v.el.aoE 0 w/OR W/O H.v. WItm1v RACE American ShafferSystems lay.N. nESG6PTpN DATEDRAWN BY_M.L. STATE Of TICCIT TESTING k'ENGINEERING COMPANY Association. Inc. 1 Ow 13 4/,0/,5 DATE:04/10/15 '•. 6355 N.W.36th.St.,St.305.VIRGINIA GARDENS,FLORDA 3316( 4268 WestrO0d5 Drive 2 Phone:(305)871-1530.Fax:(305)871-1531 DRAWING No Q�•.., ti �\ —.1C®Ult- +Cl d.com West Palm Beach. FL 33407 3 .........n -0006719 1 5"US 1 =FSSJB�AL�� WALTER A TLLIT Jr.P.E. 4 FLORIDA U.1 44167 s SHEET P.E Sl RC'�st6NATURE/DATE s 10A OF 78 SEE END WALL CONNECTION F , INSTALLATION WITH.. DETAILS ON SHEETS 10A. 13 & 16 so I * SEE NOTES ON HY LOCKAND 10 OR @• HV -BLADE W ALTERNATE LOCKS®OR� HV CENTERMATES & ON SHEEP 4. OUT L EXISTING GLASS SCALE 3/8^=I„ SEE UM ATTONS OF USE FOR SEE END WALL N BLADE 0 ON SHEET 1 B. CONNECTION DETAILS ON SHEETS 1 OR j 10A. 13 & 16 ' -- ---------- -- --------------------- -------..--r 2 OROORQ+]DOR $ ----- 1 — I OR OR + OR B 1/2' MIN.SEPARATION TO GLASS ® ® O 2 "� ARATION MIN.SEPARATION (SEE SCHEDULES- MIN.SEPARATIODE LOCK TO W/OUTSIDE LOCK TO ON SHEET 5) ®OR@ TO�S 9OR4.a OR + [��SEE SCHEDULE GLASS(SEE SCHEDULE _ (SEE SCHEDULEEHEET 5) ON SHEET S) (INTERIOR) ON SHEET 5) f I SEE END WALL CONNECTION 13 DETAILS ON SHEETS 10, 1 OR7, 3 OR 1 OR@)�� 1'.4 9 * OR * 60R i OUT (EXTERIOR) (EXTERIOR) I i 0 SECTION AT END SECTION AT. OPPOSING 0 11 SECTIO AT SYM ETR AL (DIRECT MOUNT) CENTERMATES W/ LOCK � OR � MI aD Rau 27.2'.1/8'0'-Y90- I NTERMATES W LOCK OR 1 :'FDETAILS ON SHEM CONNECTION (6063-Ts A1LA»ALU M.ANGLE ------------- -- I W/(2)1/a"o rAvcaN ArvaalsI �/2 --------�OROOR 6 7 OR $ --- — --- -- ---�--- 10A. 13 & 16,' TO CONCRETE(TOP/BOTTOM) O O O Oto ----- (4)�10xi/2'S.TAS.TO_.TUBEI .;IIM3/4'S.M.S.0 12' OR [a. OR $ t 5 OR 2 5 MIN.SEPARATION MIN.SEPARATION ' AT EACH ANKLE.(np) O.C.FULL LENGtR. MIN.SEPARATION MNL SEPARATION TO GLASS TO CLASS TO GLASS W/INSIDE TO BASS W/OUTSIDE (SEE SCHEDULES (SEE SCHEDULES IN OR®OR®+® LOCK(SEE sCHEDUIEs LA(Y((SEE SaitvutFs 6 W/®7 ONLY FOR.SECIION 10 SHEET 5). ON SHEET 5) N ON SHEET 5 ON S3gET 5 BOTTOM —_—___—_—_—.__ --- ._—.—.—_ _—__ - - _ __. _ _—_� 1 1.3 1OR O14R 15_ 11, B 1/2- SECTION AT SYMMETRICAL (Typ.) 03 SECTION AT OPPOSING15* CENTERMATES W LOCK 1-l* CENTERMATES f © SECTION AT CORNER POST OUT W LOCK 1O* FLORIDA BUILDING CODE (Nigh Velocity Nurricane Zone ••"G T1 L7rE INC. 2015 EASTERN METAL:SUPPLY,INC. V• c, asE• BERTHA HVm A S A' Accordion Shutter System 1 L COC O 1 N C. ■ RV.BLADE W/OR W/0 KY.W1t�ON MADE ■ ■ ■ T American Shutter Systems REV.Na DESCRIPTION DATE DRAWN BY:M.L-, TILLIT TESTING It COMPANY Association, inES: , O1013-DIP 4/mp5 DATE:04/10/15 /�••. t•nGtO�'_CA 6335 N.W.36M.31.,711 30.9. .Fa GARDENS, -153ORZA 3376 Phone:(J0.5)871-1530.Fa (705)871-,53I 4268 Westroods Drive x DRAWING No _p;Lift-0.0— West Palm Beach, FL 33407 3 °FFSS104��� FSI-00061,9J,P.E. —081 ^'^. ••"• WALTER A TILP.E.P.E. SEAL/SIGfJAfURE/DATE FLaREu u`•g aa,s7 a 511 OF 16 SEE END WALL INSTALLATION WITH t SERIES 9444 ALUMINUM *SEE NOTES ON HV T•LOCKS©1 ON CONNECTION DETAILS ON (2024-T3 ALLOY) LARGE FLANGE THIN SHEET SHEET 4. SHEET'S OA. 3 1 B O H V BLADE W/ NUTSERT,.PART 19 0820.AS MANUFACTURED BY HV "T" LOCK CENTERMATES JERSEY CHERRY OR TORN, PARSIPPENr, NEW OOR(a) © OR® JERSEY 07054 OR EQUAL '�� I EXISTING cuss - - -- SEE-END WALL. OR 4. OR $ + 5 OR 2 5 -SSUUBSSTNRATE INIVAI & 9 CdJNECTION DETAILS ON o o-o oo I SCALE 3/8"=1" 3 OR@ OR®+ I -- -------------- ------------ ---- ---- — — ---------=— ------------ I 20 6 7 OR $ ---- �i---- T---- �---- �IsaNc crfss 1/2•_ MN.SEP IARATION MN.SEPARATION MIN.SEPARATION OR®OR®+O OR `L 5 TO GLASS W/'OUTSIDE TO GLASS W/JNSIDE TO GLASS MIN.SEPARATION 9LOCK(SEE SCHEDULES LOCK (SEE SCHEDULES (SEE SCHEDULES TO GLASS OR®OR®+® IN-] L T T/4. ON SHEEP 5) ON SHEET 5) ON SHEET 5) I N (SEE SHEET 9 ------------------ —— ------- 27 —--27 :—————— ' 1 VARIES 1 9v }g 19 9 VARIES 26 26 10 20 W. OUT 14 SECTION AT END CUT t/4"m-zo. r „ 1/2• MAX.SLACK - Q W/1/4.0 x ® SECTION AT HV T LOCK. 6 SECTION AT SLACK DETAIL (IF APPLICABLE) {DIRECT MOUNT l 5/8•"MUT T. 21 . EXISTING r MIN.SEPARATION TO GLASS CENTERMATES W./'-'LOCK I�--- (SEE SCHEDULE ON SHEET 5) ---------- --------------------- ------- ------------------------------ Z ORO OR 6 7 OR $ ---- I---- O O O O O 1/2" MIN.SEPARATION TO GLASS. R [)r OR $ + rj OR `L +• (SEE SCHEDULE ON SHEET 5) a 5/B• •IN INSTALLATION WITH. R®OR®+® IN 1/a• 5/8• HV BLADE W/ HD CENTERMATES ----------------- —— -------- —- — ----------— 901 ' SCALE 3/8"=1" 9 23 23 22 I 22 11.1 OR OR **SEE NOTES ON HD LOCKS®ON SHEET 4. OUT ** 25 24 22 ** 25 24 2OUT 17 SECTION AT END (DIRECT MOUNT) ® SECTION AT SYMMETRICAL HD LOCK 0 """" C RMATES W D .LOCK FLORIDA BUILDING CODE (High Velocity Hurricane Zone ,,1P_.( •cu �� ®2015 EASTERN NETAL SUPPLY,INC. ' a,,y>V•-�j�F1'sF`'••. BERTHA Hi r1,' A■S■S.A. Accordion Shutter System *.• H.V.MADE#3 W1 OR W O H.V. N1ND(N!BLADE ;• ENGINEERING COMPANY American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY:M.L TIWT TESTING Association, Inc. 1 on1T—OV 4/10/19 DATE:04/10/15 '9i�'•. nert�P:•��, 6M5 NW*3M.SL,St..3W'VROMA ma's'nm oall 4268 Westroads Drive 2 Phone:(505)671-1530.Fox:(30.5)071-1531 DRAWING No -_`�CS,S••....•^��C� n mnR:mteco9a"Isom West Palm Beach, FL 33407 3 15-081 I 5_O$o EE-0006719 ZONAL waTER A TIL Jr P.r- A s SHEET FLORIDA"':r•- IDA Lia 0 44167 P.E. SEAL/SIGNATURE/DATE 6 12 OF 18 END INSTALLATION INTO CONCRETE OR CONCRETE BLOCK WALL* CURED CONCRETE SCALE 3/8-=1- OR CONCRETE POURED CONCRETE BLOCK WALL REQUIRED OR CONCRETE POURED CONCRETE BLOCK WALL REQUIRED .t POURED CONCRETE ORLI _ OR CONCRtTECON ETE BLOCK WALL BLOCK WNL.REQUIRED .i CR 2"' DUSTING-GLASS IXISfING GLASS y� REQUIRED i- *ANCHOR NG GLASS2'MINc' IXISTI df(ISTING GllSS ; - 9F.R@�(6063-T8) CD_( ERSDE ALUM. CLOSER *USE 1.OR 2MAX.PLATE. (LOCATE AT � ` (AS APPDCABLE)x2'x1/B1 1�) ERHER SIDE OF®) ALUMINUM CUP ANGLE�- I 1 (6063-T6 N10Y)AT MIO --."---" '-"-- -—— W/(1)#10x1/2'S.M.S.(`10x1/2"S.M.S. _-_-_-_ #10x1/2"S.MS. I _ _-_-_-_-_ &(2)1/4"0 ANCHORS TO.C. ® 18"O.C. I AT 1'O.C.(LOCATE AT , 'OR® 1 I SIDE OFQ9 SEE DETAIL X FORD / ® SEE DEI'NL XSIDE CONNECTION 1 0 �� OR SIDE CONNECDa TO TRACKS SEE DEFNL X FORD TO TRACKS OOROOR©+OOR® 1 0R ® SIDE CONNECTION TRACKS OOROORO+COR $ OR®OR®+O OftO-FOOR®OR®+® 2 OROOR©+OOR® OR®OR®+COR `� j OR®OR®+® OR®OR®+O ORO+O OR®OR(" ,END CONNECTION DETAIL ® END CONNECTION DETAIL O 0 END CONNECTION DETAIL 0 END CONNECTION DETAIL R REQUIRED ONLY FOR SPANS GREATER THAN 12-• .::.......'•:::!•t.•..,.:... : D CONCRETE OR x . :EXISTNG GLASS EXISTING GOCK WN1 9 GLASSJREQUIRED as .a D ---- - OOROOR OR 1 2-MIN. ijomSLiraC>?>LE'• f/a'm:eoftcrzEiB.`•;; / - ©OR® OR® W.Q+�t:�,1 ..D.c ANCHOR La'14 o.t:' ��- 1 (2) (2y{� N u. C7 pk '`2"MIN. ! f•. OORQOR®OR •' IIIEWPLAY 10 ,: eOR ®oft®OR® DETAIL X 1 OR POURED CONCRETE OR CONCRETE BLOCK WALL �ODROOR 6 7 OR $ SEED ON EE USE FOR REQUIRED O O O � ( E i ON SHEET 1 H. OR [� OR $ + rj OR 2 5 OR 4 OR 4 0. END CONNECTION DETAIL 6 „ „CONNECTION DETAIL FLORIDA BUILDING CODE (High Velocity Hurricane Zone 0 ,1E,{ER /�J�- 0 2018 EASTERN METAL SUPPLY, INC. BERTHA HNTm A S S A Accordion Shutter System • f L E C O I N C. • H.V.RADE W OR W/o H.V. ■ • • NDOW BLADE r TIWT TESTING & ENGINEERING COMPANY Amertean Shutter Systems KY.N. DESCRIPnON oA°E DRAWN 6Y:M-L n Os: �%:6355 N.W.36th.SL.Ste:jus.MRMMA GAMENS,FLOE MA 3316 /�lSaOtatiCn° Inc. 1 alD 1]-WO Vto/ts DATE 04/10/ls 4 4268 Westroods Drive z Phone:(705)871-1830.Fax:(705)871-ISJt DRAWING No D'•• \ a-ma8:88acu®aol.cmn West Palm Beach, FL 33407 3 1 5-081 �•Pn•.......•.••�\� ES-0006719 4 Jr.�.CC��1775/ONAV ``. WALTER A 7.#J 7 5 SHEET P.E. SEAL/'�PBWPt�CJRL/DATE FtoRDA ua.y aatw 6 13 OF 18 WALL FINISH E EO— 2'MIN. V 1/4.0 TAPCON W/ADVANCED E WOOD(BEAN REQU RED. THREEADFORM TECHNOLOGY W/ 1 1/2' (IF APPLICABLE) STRUCTURAL ADEQUACY i Min.PENETRATION OF THREADED AREA EXISTING WOOD OF F70mNG WOOD TO EXISTING WOOD HEADER(SEE /-TRUSSES OR BEAM TO BE CERTIFIED . _. __ .y:,,_ SCHEDULE ON_SHEET.B)._ _ _. _ __ _ BY REGISTERED 112• 1/2' - ORAFTER-0-24' C.ER-0-2REQUIRED --ENGINEER"OR_' ARCHITECT PRIOR TO SHUTTER INSTAlATION. ON W1 ADVANCED THREADFORM TECHNOLOGY W/1 3 OR ®OR ® EXISTING SOFFIT 1/2'Min.PENETRATION OF THREADED AREA TO EXISTING WOOD 3/4'Max.THK BEAM.(SEE SCHEDULE ON SHEET 8) 2' 1/4' T I BUODEIX4• - MN •x118'CONT.ALUM.TUBE .t` MAX. TEC (6063-76 ALLOY)W/(3)5116"0 LAC SS. SCREWS 1D EACH RAPIER OR TRUSS. Z LOCATE LAG SCREWS AT MIDWIDTH OF I EXISTING WOOD MEMBER, (2'Min. PEI N 114• OPEN HOLE AT EACH �J I NOMINAL.WIDTH)W/2'Min. MAX. • .w.J. I I ♦ STUD TO ACCEPTIle IXI n I I EJOLASS STING MIN.2•x4 OR ® 5/16"0 LAD SCREW MAX. PENETRATION WITH ED AREA. TJ WOOD HEADER I I AT CENTER OF TUBE. i FISTING REQUIRED i i I A.S.D.DESIGN LOAD AND 8'-0'MAX. I 1 SPAN.THIS INSTALLATION IS ONLY VALID SCHEDULES EXISTING I I FOR WOOD W/MIN.SPECIFIC GRAVTIY OR ®♦ NH.so ToOF 0.50 AS DOUGLAS FIR OR S1EETw I I GUMS I I SOUTHERN PINE No.2,OR EQUAL. I; MN.SEPARCION TOMN.SFPwiATIDN ro ESQ�SMEET>Sf]IELM6 , i ♦ CLASS(SEE M55Q11VULE, 1 OR ® L © WALL CONNECTION AT TOP 1 OR �♦ FOLLOW CEILING MOUNTING INSTALLATION ® SOFFIT MOUNTING INSTALLATION MAXIMUM DESIGN PRESSURE:162 psf MAXIMUM SHUTTER SPAN B'-0' I EXISTING NPI.SEPARADON To mwSs ; (4E SCHEDULES aN SHEET 3 I I C1A56 1V1.50>/.PATION To C]ASS I I Mx SmE 9:2D0 ro ; I f OR ®♦ 2'x4'CONT. MEMO ON SI¢ET 5) sass(SFE S ) EXISTING I I WOOD PLATE I I i •1 aN SH Er N I' GVSS I f I REO'D. WALL ! 1 OR FINISH I 1 EXISTING (SFE NOTE 1 !ON SHEET 5 GLASS I I FOR UMITATIONS) I t 14•MAX. M WAIL 114' AL7ERNp FINISH i h; ',I 1 4' ANCHORHDI I ,:'a: -`:'r•. I •� I i MOx. 6 LOCATION �W1A.9�1REK 4H 7 s!e' HE AD T 3 OR (!)OR EO 1/2' , 3 OR 4 OR 2•x6"MIN.WOOD SCREWS 0 9"o.e DECK 1/4'0 TAPCON W/ADVANCED 1 ® REOUIR EQ1/2' 1/4'0 TAPCON W/ADVANCED THREADFORM (NO FINISH ALLOWED) 1 2. t' 1HREADFTMFAI TECHNOLOGY W/ 1 1/z' ( ?` TMHNC AGY W/112 W.PENETRATION OF TTHREADED 1 _+•< Min.PENETRATION OF THREMED AREA :.�. TO DOSTING WOOD PLATE(SEE ' AREA NO PLYWOOD.(SEE NOTE 1 !ON SHEET 5 EDGE OF SCHEDULE ON SHEET 8) FOR`LIMITATIONS) IF APPU�LE DECK IF 2'x4'CONT.SILL _ t/2'MIN,COX PLYWOOD REO'D. _ APPLICABLE PINE REQ'D. EXISTING MIN.2"xe STUDS 0 16'D.C. 1/4'0 TAPCON W/ADVANCED THREADFORM 4©WALL CONNECTION AT BOTTOM MAX.REQ'D.PLYWOOD TO BE ATTACHED TECHNOLOGY W/1 1/2'Min.PENETRATION 2'MIN. To STUDS IN ACCORDANCE WITH OF THREADED AREA INTO WOOD DECK.(SEE SECTION 2308 OF THE F.B.C. SCHEDULE ON SHEET B) , SEE' SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY WALL CONNECTION AT BOTTOM 6W FLOOR CONNECTION 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY MAXIMUM DESIGN PRESSURE L62 psf TO SUR ANY INSTALLATION. MAXIMUM SHUTTER SPAN 8'-11' ♦SEE UM�ATIONS OF USE FOR INSTALLATION DETAILS SON 3EXISTING WOOD BUILDINGS LORIDA BUILDING CODE (Nigh Velocity Hurricane Zone) BLADE A ON SHEET 18. STERN ppLy,INC. JI1'j4CER q T ®20BERTHA RE THA UHVrm % filL E C O Me. A■S■S■A■ Accordion Shutter System Kv RAM JZ W/OR W/o KV NINWN BLADE#3 TIl1IT TESTING & ENGINEERING COMPANY American Shutter Systems RLv.n. DESCRPnom DATE DRAWN BY:M.L 5135 N.W.351R St..St.305,VQi4tMA cJJmDS.FLORIDA 3310 A$SCCiGtiGn� InC. 1 OLD 13-WO 1/10/14 DATE:D4/10/is % 4268 Westroads Drve 2 —r 3} Phone:(305)871-1530.Fax:(305)871-1331 DRAWING No �'•. (0 f• o-man:hMO67aol.rnm West Palm Beach, FL 33407 s 15-081 S •. RIDA•.•' �M`� ®.TILUT19 4 '•........ �(Lv;•• WA1.11:R A nLU1 Jr.P.E `` FLORIDA Lia.&44167 s SHEET P.E:SfAI/ TUBE/DATE I I 6 4 OF 18 ALL FINISH 1/4'0 TAPCON W/ADVANCED "" THREADFORM TECHNOLOGY W/ t 1/2' Min.PENETRATION OF THREADED AREA '-'• TO EXISTING WOOD HEADER.(SEE MRL SEPARATION TO SCHEDULE ON SHEET 8) oN(SEE SCHEDULES- 1/4"0-201x3/4"S.S:BOLTS W/ -_ --- -- NUT do WASHER 0 9'O.C. M61. EXISTING ISTING I .I 1/4'MAX. Z 2 I 2•x6•MIN.WOOD MIN. 5 •_twc DECK REQUIR (NO FINISH ALLOWED) EDGE OF DECK EDGE OF IF APPLICABLE DECK IF ::."•+..-�:.• EXISTING MIN,2APPLICABLEWOOD HEADER 'x4' I i O REQUIRED I! I! 2'MIN. 1/4'0 TAPCON W/ADVANCED EXISTINGMW.SEPARATION TO I I I THREADFORM TECHNOLOGY W/ 1 1/2' (NTE TION T Min.PENETRATION OF THREADED AREA SREEr 5) SWOOD DECK.(SEE SCHEDULE ON SHE EP 8) 1-2. MIN. -I ® WALL MOUNTING INSTALLATION 8© FLOOR CONNECTION EXISTING O EXISTING I'S— GLASS— !, MIN.SEPARATION TO 1 NN.SEPARATION TO !I I I (9EE Y (GTE SQimll O OPI .YS) ET SJ I ..i oN sNLEr s1 i, 4 WALL I,I WDLL I! FINISH 2 ti 8 EQ ti+ t'WN EQ II 1/4'0-20x3/4'S.S. BOLTS W/ EQ UT&WASHER 0 9'O.C. 1/4'0 TAPCON W/ADVANCED 9 2 t/2' THREADFORM TECHNOLOGY W/ 1 1/2' 814x3/4'F.H. S.D.S.0 9'O.C. - Min.PENETRATION OF PLATE.(SEE 1/4'0 TAPCON W/ADVANCED SCHEDULE ON SHEET 5) THREADFORM TECHNOLOGY W/ 1 1/2' L2'x4'CONT.SILL WALL FINISH 2•x4'CONT.SILL Min.PENETRATION OF THREADED AREA PLATE REQ'D. PLATE REQ'D. TO EXISTING WOOD PLATE(SEE SCHEDULE ON SHEET 8) p® WALL MOUNTING INSTALLATION 9© WALL MOUNTING INSTALIATION I-SEE SHEET 3 FCR TYPICAL SHUTTER ASSEMBLY 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS TDSUDT ANY INSTALLATION. SCALE 3/8"=1" FLORIDA BUILDING CODE (High Velocity Hurricane Zone ®2015 EASTERN METAL SUPPLY, INC. ��•��'�: ucEnis �T�9 -BERTHA HIP Accordion Shutter SystemA■S■S■A KV. B.ADE ip w/OR W/O KV.WINDW BIDE :w American Shutter Systems REV.H. DESCRIPTION DATE DRAWN B!:ALL -O r TIWT TESTING & ENGINEERING COMPANY Association, Inc. 1 dolti-TDl OiIIW DATE:04/10/15 9355 N.W.36th.St.,Sta 705,MRGWA GARDEN$FLORIDA 3316 S QL �� Ph* :(305)871-1530.Fbx:(305)871-1531 4268 Westraads Drive 2 DRAWING No S/ ...—.:t ap 6-m9a:6I1ec9O..L m West Palm Beach, FL 33407 3 O••••• ,,4� EB-0006719 4 15-081 HAL ,,� WALTER A- Jr.PZ FLORIDA Ui j 44167 s SHEET P.E. SEALJSIG� {URE/DATE 9 15 OF 19 END INSTALLATION INTO 2"x4" MIN. WOOD STUDS SCALE 3/8"=1' 2'x4•MIN. WOOD rx4'MIN.WOOD .2•x4•MIN.WOOD �V� DS REQ'0. STUDS REO'D. a 2•x4'MIN.WOOD -��. STUDS REO'D, s 1/410 TW=OR TAPCON IN so. STUDS REO'D. 1/4'0 TAPCON OR TAPCON W/ S v� y A00CID 1Hf6ADFCIN TE09XI= : ADVANCED THREADFORM AN010R a 6.ac.W/1 1/1011N. CHNOLOGI ANCHOR 0 fi O.C. TION INTO STUDS OR W/ W/1 1/r MPI.PENETRATION 1/E•PTDOMILIN To 1/2•COX +M: INTO STUDS OR W/MIN. 1/2' "C E?aSTING 't PENETRATION TO 1/2'CDX ?�: EXISTING P016000 ff NO 5M5 MT.GLASS 1/2•MIN. ^ yl PLYWOOD IF NO ST UDS EXIST. .`. GLASS �sr EXISTING - ---- PLYWOOOD.D. IX�S 1/2.1017.COX 'i' _ 1/2•MIN. O .1: -"-_-S.."' � y •n -S Y�ai4� -�`"� h:'����cc;a::��3 -?-S ..i„y�: ':x.1,1:._�.:.r•'.:�:C •Jr. u.Ft `• 1/16'x3' _ ¢USE 1'OR 2'MAX. cl / 1/2•MIN.COX , / 1- (LOCATE AT (6063-T6)CONT. { (AS APPLICA&LE)x2•xi/8'x0'-2' PLYWOOD. A'E'I' I l EITHER SIDE ALUM-CLOSER ALUMINUM CLIP ANGLE 1 1 FINISH I OF 10 ) PLATE (LOCATE 'z (6063-T6 ALLOY)AT MIDHEIG��I 1AT ERHF12 SIDE (1) 81ox1/z'S.M.S.TO 90a� I _—_—_---------- N OF®) 9 1 $toil/z's.Ms ------._ 1 1 (2)1/4'0 TAPCONS ANCHORS TO / \ / 0 16.O.C., (10x1/2'S.M.S. I WALL AT 1'O.C. (LOCATE AT 11 ®18 O.C. 1 � ----"----- EITHER SIDE OF 09 �\ �OR SEE OL7AIL X FO 1 Q SEE DETAIL X FO SIDE CONNECTION 9 \ / - SIDE CNECTION TO TRACKS `` / ' OR TO TRACKS �OOROORU OOR® 1 OR ® SEE DETAIL X FON � S SIDE CONNECTION O O OR®OR )OR®+O OR 2 rj TO TRACKS2 OR 3 OR 6 7 OR END CONNECTION DETAIL O2 END CONNECTION DETAIL oR®oR�oR®+OoRO+O Q O END CONNECTION DETAIL 1/4.0 TAFCON OR TAPCON --•EXIrnNG GLASS 2'x4•MIN.WOOD ® END CONNECTION DETAIL W/ADVANCED THREADFORM J STUDS REO'D. �•EXISTING -------_ TECHNOLOGY ANCHORS W 1/4'0 TAPCON OR TAPCON W/ ------------- •F REQUIRED ONLY FOR SPANS GftEATETT THAN 12'-Q' 1 1/2'NIN.PENETRATION ADVANCED THREADFORM #10X7/2'S.M.S. SEE UM ATIDNS OF USE FOR TECHNOLOGY ANCHORS W/1 1/' 076 O.C. BLADE�ON SHEET 18. MIN.PENETRATION®12.O.0 1/2' - 9 I ' 1 -___ 2 OR OR®OR ----- - c� -------- - ,+' _�2?_MIN._—_ --_— -- ©ORO 1 D .x ' 4 (2) (20 MIN. MIN. ;: •� 1 OR 1 OR ® WALL ,;b.;r: 1�YS�"Y, A-.,ar5yrvy:�YF FINIS H +•; OORO OR®OR :. . -7n_x -r =(r,•. VY �, >< PLAN VIEW Y 2'x4'MIN.WOOD WALL - OR $O DETAIL X STUDS'REQ'D. A. OOROOR 6 s 7.OR® .`, 5O END CONNECTION DETAIL oR®oR®oR®j1l5D�o R2S ©_END CONNECTION DETAIL FLORIDA BUILDING CODE (High Velocity Hurricane Zone ®2015 EASTERN METAL SUPPLY. INC. BERTHA HV" Accordion Shutter SystemLECOINC. A S S A■ Kv elanE03 w/OR W/O KY.WINDOMACE 0 W � * TILLTT TESTING & ENGINEERING COMPANY American Shutter Systems W.No 0E5GRIPnON DATE DRAWN BY:M.L qr 8355 N.W.38th.SL.Ste.305,VIRGINIA MMS,FLORNA 331 Association, Inc. 1 51L 13- 4/,0115 DATE 04/10/15 n� Phone:(305)871-1530.Fex:(305)871-1531 4268 Westroads Drive 2 DRAWING No C�+ ..... a mw7 eilte..0"— West Palm Beach. FL 33407 3 •S/ObAI3 Eta-0006e.Y 719 . 15-08i WALTER A TILUT Jr.P.E /J 1 ' FLORIDA U 44167 5 SHEET P.E. S tf J16NATURE/DATE 6 16 OF 18 Florida Building Code Online Page 1 of 3 r. f[ o Fivida Department) y BCIS Home Log Out User Registration Hot Topics Submit Surcharge Stats&Facts i Publications i FBC Stag 505 Site Map Links i Search Business Professibrral 105',productApproval USER:Thomas Sotos,Lawson Industries,Product Manufacturer Regulation Product Approval Menu>Manage Applications>Application Detail FL W FL15441-112 Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived ❑ s Product Manufacturer Lawson IndustriesFAIR 7% Address/Phone/Email 8501 NW 90th Street LE Medley,FL 33166 I, (305)696-8660 EXt6 � �tom@lawsonwindows. m Authorized Signature Thomas Sotos tom@lawsonwindows.com Technical Representative Thomas J Sotos Address/Phone/Email Lawson Industries 8501 NW 90th Street Medley,FL 33166 (305)696-8660 tom@lawson-industries.com Quality Assurance Representative Steven Bailey Address/Phone/Email 8501 NW 90th St. Medley,FL 33166 (305)696-8660 Ext 287 steven@lawsonwindows.com Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Mlami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A https://floridabuilding.org/pr/pr_app_dtl.aspx?param=WGEVXQwtDgtep%2bDh VRQZHB... 5/22/2015 i Florida Building Code Online Page 2 of 3 Date Submitted 05/19/2015 Date Validated 05/19/2015 Date Pending FBC Approval Date Approved 05/21/2015 Summary of Products FL# Model,Number or Name Description 15441.1 9000 Aluminum Sliding Glass Door- 9000 Aluminum Sliding Glass Door-Heavy Reinforcement Heavy Reinforcement XX,OX,XO,XXX,OXO,OXXO,XXp,pXX,pXXX,XXXp, pXXXX,pXXXXp,OXXXp,pXXXO Configurations Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL15441 R2 C CAC 9000 SGD Heavy Reinf-14-0908- Approved for use outside HVHZ:Yes 05.pdf Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure:+77.8/-110.1 08/26/2017 Other:Glass lites wider than 36"shall have two setting Installation Instructions blocks per FBC requirements. FL15441 R2 II 9000 SGD Heavy Reinf-14-0908-05odf Verified By:Thomas J.Sotos,P.E. 55225 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 15441.2 9000 Aluminum Sliding Glass Door- 9000 Aluminum Sliding Glass Door-Light Reinforcement XX, Light Reinforcement OX,XO,XXX,OXO,OXXO,XXp,pXX,pXXX,XXXp,pXXXX, pXXXXp,OXXXp,pXXXO Configurations Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL15441 R2 C CAC 9000 SGD Light Reinf-14-0908-04 Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 08/26/2017 Design Pressure:+77.8/-99 Installation Instructions Other:Glass lites wider than 36"shall have two setting FL15441 R2 II 9000 SGD Light Reinf-14-0908-04 odf blocks per FBC requirements. Verified By:Thomas J.Sotos,P.E. 55225 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 15441.3 9000 Aluminum Sliding Glass Door- 9000 Aluminum Sliding Glass Door-Without Reinforcement Without Reinforcement XX,OX,XO,XXX,OXO,OXXO,XXp,pXX,pXXX,XXXp, pXXXX,pXXXXp,OXXXp,pXXXO Configurations Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL15441 R2 C CAC 9000 SGD No Reinf-14-0908-03 odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 08/26/2017 Design Pressure:+64/-89 Installation Instructions Other:Glass lites wider than 36"shall have two setting FL15441 R2 II 9000 SGD No Reinf-14-0908-03.pd blocks per FBC requirements. Verified By:Thomas J.Sotos,P.E.55225 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 15441.4 9200 Impact Aluminum Sliding 9200 Impact Aluminum Sliding Glass Door-XO,OX,XX, Glass Door OXO,XXX,OXXO,XXXX Configurations including L,R,& Double Pockets Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL15441 R2 C CAC 9200 Impact SGD 14-0908-02.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/13/2018 Design Pressure:+76/-85 Installation Instructions Other:Glass lites wider than 36"shall have two setting FJ-15441 R2 II 9200 Impact SGD 14-0908-02 Ddf blocks per FBC requirements. Verified By:Thomas J.Sotos,P.E.55225 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: back Nett Contact Us::1940 North Monroe Street 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-mall address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questlons,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: https://floridabuilding.org/pr/pr app_dtl.aspx?param=wCEVXQwtDgtep%2bDhVRQZHB... 5/22/2015 MIAMF MIAMI—DADE COUNTY,FLORIDA • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov1econom1 Lawson Industries,Inc. 8501 NW 901 Street Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County RER— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"SDG-9000 Dry Glazed"8'0"Aluminum Sliding Glass Door w/o Reinforcement—N.I. APPROVAL DOCUMENT: Drawing No. L9000-0901, titled "Series SGD 9000 Aluminum Sliding Glass Door (M)", sheets 01 through 08 of 08, prepared by manufacture, dated 03/18/02, with the latest revision"B", dated 04/23/15, signed and sealed by Thomas J. Soto,P.E., bearing the Miami—Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING:None. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami—Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of airy product,for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA., ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 12--0127.04 and consists of this page 1 and evidence pages E--1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon,P.E. NOA No.14-0908.03 MIAMMA®uNTY S Expiration Date: August 26,2017 4 Approval Date: May 07,2015 Z''tlt� Page 1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOAAIs No.'s 99-0517.05 and 09-0706.07) 2. Drawing No. L9000-0901, titled "Series SGD 9000 Aluminum Sliding Glass Door (N.I)", sheets 01 through 08 of 08,prepared by manufacture, dated 03/18/02, with the latest revision`B",dated 04/23/15,signed and sealed by Thomas J. Soto,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked—up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-09 2534 and HETI-08-2176, dated 05/05/09,both signed and sealed by Candido F.Font,P. E. (Submitted under previous NOA No. 09-0706.07) 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202----94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Forced Entry Test, Type "C" sliding door, Grade 10, per FBC 2411.3.2.1,TAS 202-94 and per ASTM F 842-04 along with marked—up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-2019, FTL-2021, FTL-2023, FTL-2024, FTL-2025, FTL-2028, FTL-2029 and FTL-2030, dated 01/04/99, all signed and sealed by Gilbert Diamond,P. E. (Submitted under previous NOA No. 99-0517.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated 04/28/15, signed and sealed by Thomas J. Soto,P.E. 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Technical data sheet of flexible vinyl compound FPVC 7267-75 (White) & FPVC 7200-75 (Black), published by Team Plastics. Inc./Bayshore Vinyl Compounds, Inc. a division of Mexichem SAB de CV,LLC. Jaime D.Gase-OvY.E. Product Control Section Supervisor NOA No.14-0908.03 Expiration Date: August 26,2017 Approval Date: May 07,2015 E-1 Lawson Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 51' Edition (2014), issued by manufacturer, dated 09/02/14,signed and sealed by Thomas J.Sotos,P.E. 2. Statement letter of conformance, no financial interest and compliance with the FBC 2010 and with the HAMA 101/ I.S.2--97, dated 01/25/12, signed and sealed by Thomas J. Sotos,P.E. (Submitted under previous NOA No. 12-0.127.09) 3. Laboratory compliance letter for Test Report No.'s HETI-09-2534 and HETI-08-2176, issued by Hurricane Engineering & Testing, Inc., dated 05/05/09, signed and sealed by Candido F. Font,P.E. (Submitted under previous NOA No. 09-0706.07) 4. Proposal No. 08-0591, issued by Product Control, dated 07/15/08, signed by Renzo Narciso. (Submitted tinder previous NOA No. 12-1204.12) 5. Laboratory compliance letter for Test Reports No.'s FTL-2019, FTL-2021, FTL2023, FTL-2024, FTL-2025, FTL-2028, FTL-2029 and FTU-2030,-issued by Fenestration Testing Laboratory, Inc., dated 01/04/99, all signed and sealed by Gilbert Diamond,P.E. (Submitted under previorts NOA No. 99-0517.05) 6. Proposal issued by Product Control,dated 04/14/98,signed by Jaime D. Gascon,P.E. (Submitted under previous NOA No. 99-0517.05) G. OTHERS 1. Notice of Acceptance No. 12-0127.04, issued to Lawson Industries, Inc. for their Series "SDG-9000 8'0" Aluminum Sliding Glass Door w/o Reinforcement — N.I.", approved on 04/12/12 and expiring on 08/26/17. o Jaime D.Gasco�i,P. Product Control Section Supervisor NOA No. 14-0908.03 Expiration Date: August 26,2017 Approval Date: May 07,2015 E-2 243 1/4' y .. DOOR Y11DiN CLUSTER OF H 4 RS p IB'M. AT ANCHO SERE ENDS pmp 4 Z e'MAX.TYP. 6' 1 H HEAD/SR.L CORNERS /4 HERO/SILL �_ _ H t B o O oqq � O 5/8•TEMP.INSULATED GLASS z V R 3/16•TEMP.GLASS ON 4XW PANELS OR SMALLER 3 u m m C7 0 cAI a C D E F G a o a o a a � GO p I GO 5r sr 47 J/8' sr O.L.OPG OL UPS. D.L OPG. Dl OPG. 4 3 g 61 7/8' 621/4' PANEL WIDTH 61 7/B' PANEL WIDTH 81 7/8' p H �8 PANEL WWTN PANEL Wm1H TYPICAL ELEVATION TESTED UNIT (OXXX) S ,gpy 3 9 SGD-0000 ALUMINUM SLIDING GLASS SEE SHEET 2 FOR DESIGN LOAD CAPACItt OF DESIRED PANEL SIZE. d1 d r y �RODUCTRRVISBU SSd1i! THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE Plying+dY+WoT•1oRda //77 2.� REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE 5th EDITION NON—IMPACT UNMI^gNde -� "'7 D� O3 WITHOUT UINFORCING M^`0 ew I��/•'.JL y,Ts1s�T1'e"" WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER •��1�.1Y ,li ��7�•;, LOADS TO THE STRUCTURE. 6�••••' •••�� I ANCHORS SHALL SE AS LASTED,ALL BE AS SHOWN ON DETAILS. STUCCO, E/ABEOMEM TO&15E MATERIAL SHALL BE BEYOND WALL DRESSING OR SNCCO. DOORS NOT RATED FOR IMPACT. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS INSTALLATION OF THIS PRODUCT REQUIRES THE USE OF APPROVED •� O"'• ARE NOT PART OF THIS APPROVAL SHUTTERSOR EXTERNAL PROTECTION DEVICES COMPLYING WITH HVHZ REQUIREMENTS. ty'•,•,, ,AAAAA7TIT111••1L\.• •,F 6 f] Ira/ PART QUANIM DESCRIPTION MATERIAL MANP./6UPPL®!1 DESIGN LOAD CAPACITY- PSF 1 -- L-900i 1 FRAME HEAD(2 TRACK) 6063-70 ALUM. PROFILE x PANEL WIDTH DOORS WITH 2 PANELS ONLY(9/10"TEMP.GLASS) 2 L-9002 1 FRAME SILL(2 TRIO() 6063-T6 ALUM. PROFILE NOMINAL DOOR HEIGHT 1-3/4"SILL 2-1/4"SILL 2-1/2"SILL S" S)(,(, s L-9013 2 FRAME JAMB(2 TRACK) 6063-T5 AWM. PflOFlLE C .•. ' m� p ••+ FT./IN. FT./IH EXT. + IM. 4 L-8001 1/PANEL PANEL TOP MAIL 5063-T5 ALUM. PROFILE C v O (-) Exr.(+) wr.(-) Exr.(+) INT.(-) Exr.(+) INr.(-) 5 L-9005 1/PANEL PANEL BOTTOM FAIL 6063-75 ALUM. PROFILE 2/0 W401O9.3 Sfi.7 69.3 53.3 89.3 64.5 89.3 6 L-8006 AS REDD. LOCK STILE/FIXED SIRE 6063-15 ALUM. PROFTIE2/6 56.7 753 63,3 75.3 64S 75.3 7 L-9007 AS REDD. SINGLE INTERLEICI(SIVE 606s-TJ AWN. PROFILE c3/0 6/8 56.7 66.2 63.3 66.2 64.5 66.2 a L-000a AS REgO. ASINASAI.SmE eoe7-ifi ALUM. paoFl1E E4/0 55.4 55.4 55.4 55.4 55.4 55.4 B L-8047 /S RE00. J/ie'Gu2wG aom10. TFnM PLASTICS Ino. See wmnol ComPos;Son aq5/049.9 49.9 49.9 49.9 49.9 49.9 10 is-011 4/PANEL PANEL ASSY SCREW o TOP RAY /10 x 5/8'P.H.-PH9.uP5 11 FS-034 2/PANEL PANEL ASS'Y SCREW 0 GOMM RAIL - /10-24 X 1'P.N-PML/ 2/0 40.7 722 56.7 722 83.3 72.2 64.5 722 12 FS-028 6 FRAME ASSEMBLY SCREW - J8 X 7/16'P.H-PHn-/SMS [.D '3 O a I 2/6 40.7 60.4 5fl7 60.4 60.4 60.4 60,4 60,4 IJ 7518-6001-7 AS REDD. PILE WfS7.o JAMB/ASTRAGAL 6/0 - (0.187'w.x o2011'A)-saNa9a1 3/0 403 525 529 525 52.5 52.5 52.5 525 14 7524-6001-e AS flE00. RIE WIPP.o TOP RAILS (0.187'...0.250'n)-Salgd � y�O W 15 7529-6001-7 AS REDD. PRE WISP.a BOTTOM RAILS (P1075..x 0.300% co""""� .i 4/0 40.7 43.0 43.0 43.0 43.0 43.0 43.0 43.0 - }sduegel p W 2/0 40.7 54.3 54.3 54.3 5f.3 54.3 54.3 543 IS 7520-5001-7 AS.RE0. PILE WISP.0 INTERLOCKS - (0.187 w..0.2108)-S.M g.1 � ] 9/0 17 AS REDD. SILL RISER 6063-T5 ALUM. SWOONED IN PLACE 2/6 40.7 91 44J 44.3 443 44.3 44.3 44.3 44.3 18 L-9016 3 OR 4• FIXED PANEL JANE CUP 5057-T5 ALUM. GW-27153 go 5/8"TEMP.INSULATED GLASS MAY BE USED IN 4X0'PANELS OR SMALLER. 19 FS-029 I/CLIP FDOD PANEL CUP SCREW - /8 X 5/6'PK-P"/SDS ® 4 C 20 AR-001 1 F INTERLOCK ANGLE 6053-T]ALUM. T.1 1/7'x 1 9116'.1/8' 2f AR-002 1 MOWNG INTERLOCK ANGLE/CUP 6063-T5 ALUM. 1 I/2'X J/4'X Y X 1/e' 22 L-9022 1ASTRAGAL REIMER CUP 6063-T6 NOM. AF-10796 �' O DESIGN LOAD CAPACITY- PBF 27 • OPTIONAL SCREEN JAMS ADAPTER 6063-Te ALUM. - 0 CLA95"TEMP. DOORS WITH 9 OR MORE PAN$15 9 l028 L-9028 1 FRAME HEAD(3 TRACK) 6083-TG ALUM. - P� PANEL WIDTH (/ ) 29 L-8029 1 I FRAME SILL(3 TRACK) 6003-TB ALUM. NOMM DOOR HEIGHT 1-3/4"SILL 2-1/4'SILL 2-1/2"SILL S.SILL 3O L-9030 2 FRAME.Awa 7 rn ( TRACK) 6063-TS ALUM. 99 ".AN. FT./W. p((.(}) IM.(-) EXT.(+) IM.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 31 L-9031 AS RED0. DOUBLE INTERLOCK SIZE 6063-Te ALUM. OPTIONAL y J2 1071. pAHEL PANEL TOP RAIL NYLON GUIDE SI901 Nylon 6-6 Malted Nylon-Raela,dl M scale:79 /6 40.7 61.{ 56.7 61.4 61.4 61.4 61.4 61A 1072. 2/PANEL PANEL.BOTTOM RAR WnjoN GUIDE S1601 NI..6-6 Ilolded Nylon-Rxkwell M scale 79 3/0 6/8 10.7 Sf.O 5f.0 54.0 54.0 54.0 54.0 54.0 J4 ITX4-WHL 2/pANF1 PANEL SINGLE ROLLEIE a ca1IPONFY4r- ASSY 150 4/0 40.7 453 453 453 45.7 45.3 45.3 453 35 HC-036 AS REOb. DOOR LOCK ASSEU13LY - SID.h F3ET.PULLS,CAM.KEEPER R ' 5/0 40.7 40.9 40.9 40.9 40.9 40.9 40.9 40.9 36 LE-109A 1/PANEL 5/8'INSULATED PANEL TOP RAE 606}Te ALUM. PROFILE 8 2/6 6/U 40.7 49.2 49.2 492 492 492 49.2 49.2 J7 LE-11aA 1 PANEL 5/a'INSULATED PANEL BOTTOM RML 6063-15 ALUM. PROFILE , 3/0 40.7 429 429 1 429 1 .429 42.9 42.9 429 38 ul-108 1 PANEL 5 a'INSULAlEO PANEL LOCK STILE 6067-76 ALUM. PROFILE 39 UI-062 1/PANEL 5/e'NSULAIED PANEL INTERLOCK 6063-T6 ALUM. PROFILE 4/0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 40 ul-163 1/PANEL 5/0'INSULATED PANEL ASTRAGAL GOW-T6 ALUM. PROFILE 5/0"TEMP.INSULATED CLASS MAY BE USED IN 4X0'PANELS OR SMALLER. 41 AF-10403 AS RE". POCKET DOOR JOB HOOK 6053-78 ALUM. PROFILE }31 42 L-9045 AS IRO'D. 5/8 INSULATED GLAZING CHANNEL FEW PLASTICS Inc. Sea Motedal Comia'Sion O Shsel B a x x t 43 872-251-357 AS REO'D. YrvSeal'Dam Seal Bsig9le Space Black-1/4'/Fr Sparo @2 • ] GLASS CAPACITIES ON THESE CHARTS ARE BASED ON 4 ON 9/0 KICH DOORS ONLY �a7 ASAI E1300-98(60 SEC.WIND) 3/16'TEMP.CLASS 3/10•TEMP.GLASS THIS APPROVES DOORS USING TWO (2) OR THREE(3),TRACK FRAMES WITH ANY NUMBER OF PANELS THAT CONTAIN THE STILE CONFIGURATIONS m SHOWN ON SHEETS 4 AND 5, I.E. XX,OX,XO, XXX, OXO, OXXO, s I a? Al,space ' AND THE FOLLOWING POCKET DOOR CONFIGURATIONS: m 3 Ii 9 y 42 PRoDucrRrVISED XXP, PXX. XXXp, PXXX,XXXXP. pXXXX,PXXXXp . ea Fkdd4 OXXXP, pXXXO oyfiiaMh D.naweA 08.03 EMS ` o1a pa :. BY a :. .43 ADam1 oda Na uc1C a .:;y.. D/t0 TEMP, GIA21NO DETAIL 5/8 TEMP INc rtATRD GLAZING DTT a '��+'%'••.....•' pT A TYPICAL ANetoRS IN pAn SFE' Em.FOR SPACING TYPICAL ANCHORS PACf(Ki IN PAIRS METAL `YPIm ANCIKIRS IN PAIRS STRUCTURE ^ SEE ELEY. S SEE M. SPACBIG a ri .z. �- •IBr P.r. y .4 wooDevcK n°i (N.L GIDF.0)'S/1B''• Y'MN. .. •d1/4' •,. •..d :Q e n O YIN ..TP:• (YDl EYBFD.) .. •f 1 •.I'.' d i.•. e- O V3 SK �N O RS IN PAIRS 6 EI EIEV.FOR SPIGNG < `T Yfi !I !I I WOOD BUCKS AND METAL STRUCTURES NOT BY LAWSON IND. MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND IC„I Ca VEEii TRANSFER THEM TO THE BUILDING STRUCTURE. I 1� i I F (Yw.'i/usa13 3 o TYPICAL•ANCAORS: T I I li ! .1.� T(4'DIA TAPCONS SEE ELEV.FOR SPACING v 1 0 !i INTO 2BY WOOD BUCKS OR WOOD STRUCTURE IC O 1-3/8'MIN.PENETRATION INTO WOOD (qs col" N e THRU 1BY WOOD BUCKS INTO MASONRY OR CONC. �` m 1-1/4'MIN.EMBED INTO MASONRY OR CONC. N Q ttt DIRECTLY INTO CONCRETE OR MASONRY c J O kM i! 1-1/4'MIN.EMBED INTO CONCRETE OR MASONRY Y dA. J"II-RADE COUNTY APPFM WlL10N j S G1 W II SEE SEPARATE N. 414 SMS OR SELF DRI IN- HEWS Fy ,i INTO METAL STRUCTURES u 1 ii 1 'e..�a`A" STEEL:12 GA.MIN.THICK-0.105•(Fy=36 KSI MM.) 9 jl li ALUMINUM: 1/8'THK.MIN.(6063-TS MILL) iC i 1 i� 7 P Mn. INTI O MMIA 11-DAOE COUNTY APPROVED MU—NS(MIN.THH.- 1/8") R $ l i! 1! I! Se TT (NO SHIM SPACE) 1 SRL RIS ER AOIIFAED TOTYPICAL ANLTtlRS d PAIRS TYPICAL E SRL WITH SWOONS SEE EIEV.FOR SPACING EDGE DISTANCES I I� i� INTO WORM ' afR/2 OS4I INTO WOOW . SHOWN) d IT !! p 17 INTO MEIN_STRUCTURE-3/4'MIN. z z I 5 4 3 OSEALANTS: ;1 m (j 12-1/4'4•_3/ jJ OPIgNs ALL FRAME AND PANEL JOINT,INSTALLATION SCREWS AND 2 E%T.BRAD[ 22 2-312 HEADS OF ANCHOR SCREWS AT SILL TO BE SEALED WITH SEALANT. PERIMETER IS CAULKING I y511/1:%"',•f• L1'0 CLr�•�n�. •2'.YM:' dY � ��x,014?y N U_L�iy yy 114• • '�.G) � V �'. PRODULTRBWSPD _ • $)�'� M (i'i :.. .. VlybITWlh Om F•n.ld. Nan-SIiMk Non-Yeto.k TYPICAL ANCHORS A f _ cmut oWO — IN PAIRS s Kei ZO.L R �• '�' ''•... ... �� SEE BEN.FOR SPACING TWO (2) SECTIONSECTION iB^ '�RD^ ' "" A it x x TYPICAL ANCHORS 7 mcAL ANCHORS IN PAIRS IN PARS SEE ELLV.FOR SPACING SEE DEV.FOR SPACeA 1/4•SH � O O O O 1/ N b O z UAX 18 1 MAX 51 1 OS Qi INACTIVE PANEL ACTIVE PANEL a 55 6 ACTIVE PANEL 7 ACTIVE PANEL o e O0 L7 19 6 ��. o05a CD O OR OCx g 008 SI u 16 _ Q' 13 O' t4 o 16 22 G _SCIEFFS OPtq ® •Z (HHUA E/�D) _ _ ___- ____ DL OPO. PERTII�T RE ' W X10%1-1 4'SNS X10 x 1-1/•SES FAlILK02 I,1/4• E" ` a / OR 3/16'ACDNS /10 54S Ofl 7/IB'TAPCONS p/CUP PANEL Npr O Z/CUP 2/CUP, 4 c) OXXX CLIPS m Be LOCATED o'sua E. CUP AT IN FRAME HEAD AN SILL SILL END ONLY EXTERIOR AT TOP @ BONNE OF GDERLOCxS Ll m DOOR WHOM In 18 x 5/8'SCREW 3 FOR 8/0 ODORS 4 FOR 9/0 DOORS 1/4'NAIL.• rig O O 1/4'NA)C TYPICI ANCHORS IN PAIRS R R E §$ sM1L, SEE REV.FOR SPA@IC A 51EN B 5 O 7 a• 8 S9 e1 )$ qxE —_—_— -U,TNBCNro SCREENS O•`NE `'fJ D.L.OPG. PETAL �'� 1 .4 1 V.• PnoDULTREVhm" OXO PANEL Wmm d s:. ISA weRn.) ^EirA�OYhI,n/MdC node. Q 9 EXTERIOR noeSCd l N,No 1'I�O9OCJ.O3 F �'iy�'L' •'�,O' DOOR SWmH :• m I!G A .. DI TWO (2) TRACK SECTION �oeuu G /,A iA'1hFcpF"��� a TYPICAL ANCHORS . IN PAIRS SEE EIEV.FOR SPACI(C TYPICAL ANCHORS IN PAIRS YEfAI R 1]'Mie. SEE ElEV.FOR SPACING qe L SEE ELEV.NDA SPACING SCNRE w ', 1RY nm y � q waoD Rua � •.• 'n '�R� � SW (vcYl/(uaol. .4tiJ •a% I I/•• 'd :J A r^o u v O zAl B tuw.TUITG.) •: Q iii 1 1. p ..1 O Y dS d1-OAOIAPPWD YUWON TYPCAL ANCHORS IN PARmm wZ sd jARC ZEJ Id SEE SEPARATE NOA p F GmO1 SEE ELEV•FOR SPACING 0 In II II II Xe � OR N000 em 11 li G Ij 1 Oro• STRUCTURE pTYPICAL AN—IN PAIRS ii 11 IA SEE EILV:TOR SPACING p di CO � iA tl p4 V) y 0 i! gig a -' ay ri d p � I ii u i LL I I f it I l/5• D EBBED- POCKET JAMB HOOK I 1 3/4 TAPCON i 19ir E Ij Ij f SILL RISER ADHERED TO 1 (SR ANCNDR NOTES) • g9 e i SILL WITH SILICONE , n Yg.w° 9 3 5 x m I 31 4 3 ______ 1 ejj'j m k 77• O t-��•• HOVING PANEL .709 i 9 R-1/d'OPTIONS R2 16 RG 2,/R• P RIRETER I �` L y9(iLa1:;.rfi I, •, ' POCKET DOOR JAMB ANCHOR DETAIL (161 � d;'• .: •.YAR;.• • "� . •'.•d + *>• ••' PuftODUCfI(HVLRGD i Q•. • mlµdTlogwAD l6u FloYldA q 'r j" G—t dnk,Non-N tank TPI ANGIORS DUDEIag Codd //�I Q Craut oT Yin(mum 5 NA IN PAIRS 8aaPlmco Nl 14� O 8-0.3 � �'+v/ SEE E{ .FOR SPACING 9Z�2 �• F THREE(3) TRACK SECTIO SECTION qAM"ENE F"pa ADmdodm oeu rcmdm e 0 TYPICAL ANCHORS. TYPICAL AN. IN PAIRSNS Ri SEE EIEV.TOR SPACPIG SEE ELEV.FOR SPACWGPAs h i C 1/A'SqN m Z O 5'. z to INACTIVE PANEL ACCIV6 PANEL ----- s ACTIVE PANEL i e W -. m o 18 D 21 —— --- 27e � o Na.9ED. 10 sus D.L.OPO. / /10%1 •sus -SCREENS O -- — --- --- m[l I SMS 2/CUP Ofl J/16'TAPCONS vtnr /10 X OR J/I6'TAPCONS [11a, PANEL MTH 2/CUP 0 2/CLIP WN•�J s [[[fi..' Q CLIP AT CLIPS To BE LOCATED SILL END ONLY NOIBY P.T. �I W BOTTOM HFI AND INT03ERLOCKS EXTERIOR AT TOP h BOiION OF DIIEflIDCxs Naoo�� oaoR xlDrx 1/4'NAL 1/C NAX sRw O O O T ©]s sNw •A INACTIVE PANEL IDr a s D PANEL .. ACTIVB PANEL 8 SEE EL ANCHORS YI PAWS IL $$$ �.' .. .. .... .. .... .. SEE ELEV.FOR sPACDIG •F 3i X 21 PItU Beyond Hetol lhk)vuas I] 1J fi O—O .Cg a a�Ni7�r m 11/{. OXX SIRUCNHE •' _ w DPN.D®ED.I PRODDCTReY15ED EXTERIOR ^'PhmaoilA,M�!l7oNda p.•.� �.• ,� DOOR YOOIH paid '].�'1"O�J05.03 TYPMAL ANLHORs IN PAIRS 111{ sEE E1EY.FOR sPAarlc THREE LM TRACK SE I0 9MI.1 &I" A INTERIOR 810E v°•sNw WOOD SUMS NOT Or LAWSOI 1101 HOST SUSTAIN UNPOSED LOADS o ti J TYPICAL ANCHORS 5/8'TEL-TEMP.GLASS 5/0'LG.-TEPP.GLASS 'v m 'RIn PAIRS v t1 • SEE ELEV.FOR SPACWO 9 O 40 O 39 O © I'III11I NOVING PANEL ROVING PANEL OO "d IB 5/e'i.4-TEIP.GLASS z • fD20 PANEL ii%EO PANEL • Z 4 •o- 35 x0 1.�1I�1 •-•.C}� to y 11II � 11�!�1 J ' • i. ADE -----. - 1 � SCREEN DOW PAN--EL-_- SCREEN 0062 PANEL •... ® , z" OOW WIDTH 2 1 WI. EXTQOOR SIDE I9Y P.T. 1 a• O F NOOO DGCIf O ° • TYPIGL ANCHORS Q PAIRS 1 1 4• •4•� ° SEE EIEV.FOR SPACING e (uH.F�9m) •4 Nplm �. E INSULATED O PANELS APPROVED TO BE USED rn 6 V,•WAX IN ANY CD PANERATION APPROVED TO THOSE AS 1'4ty SHIN SHOWN ON SHEETS 4,5.k G.. r -�l ' PAlm.faP,BLL4 1 5/9'L1-TEMP.GLASS EXTERIOR RIDE INTERIOR SIDE PANEL TOP CORN ni S 9 eim ommn au p B m L, I SILL HER AOHEREO TO 11 d .5 /e I SILL NI1H SILICONE 1 17 2-1/4.OPOOnS /10%1•SNS _,.... ../'!�/•:.• • INTO ROLLER HOUSING .�,. -•••.•• PRODUCTR IVI3FD 11%ar"-•Y •'4 �p1yiR9NNh0onulWa , a Dpnal�Np 4-0908.03 � �:-;>;•.. •°�: PANEL DOTTOM CORNER�,,,,�� /Ep2. �• • (Nul.tpcE msi.) pdaNNun Cantron G L7 3625 2500 1-000 1AL00 .060 iYP1.M094. •�0 IAN 3 76 b96 1219 5. 97 IIe 462 TTA 1.10 n6z FRAME HEAD(2)TRACK LOCK STILE zAO 390 11 U69 .062 462 TW. 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