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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 Zik....,....:`za.,=as;...,.<x.. .�. :.«.,wwR.''�`x.,.2...x.......,,:....<,.r,M ....�..._.....,u..zn.....a.�ax.�,.,,z....._ ...g,.;€.. A .�.. # 5'~. : ;: Ronda De..,.. ,;( BCIS Home Log In ; User Registration , Hot Topics 1 Submit Surcharge Stats&Facts ; Publications FBC Staff BCIS Site Map'^ Links Search -)s,f UusineS ' Product � '? �- Professi fila l �� }USER:Publics UserApprOVBI e un cgiY�Li3Li,. Product Anoroval Ment!>Product or Application Search>Application List>Application Detail k FL# FL3 -RS Application Type R sion Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category ZAccordi:o ) Subcategory Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer iA Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,Jr. P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W. Knezevich, PE J' Validation Checklist-Hardcopy Received Certificate of Independence FL389 P,8 COI HV ACCORDION CI NONHVHZ.odf 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 Sections from the Code littp://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 9/20/2015 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 086 Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 II A.S.S.A.INC DRWG.15-086.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 FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG..15-086.odf positive ASD load and 13'-0"for 35 psf negative ASD load Created by Independent Third Party: Yes the HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-6" for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pr rating of+72,-72 and 84"for+64,-64 psf.See ee fo other spans and ASD pressures. Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 15-085 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use i V :No FL389 R8 II A.S.S.A. INC. DRWG.15-085.119 Approved for use ut id HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistan :Yes Created by Independent Third Party: Yes Design Pressur : N/A Evaluation Reports Other:Large mi ile leve ". Max.Span is 16'-0"for 30 FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG. 15-085 HV.odf p.s.f negative ASD epending on centermates and Created by Independent Third Party: Yes locking rod configuration for the HVl blade,8'-0"for+64, -72 p.s.f.load for HV blade for Keystone mountings 7'-0"for +75,-75 p.s.f,for metals stud mountings and 8'-0"for 110 p.s.f.for HV1 and HV1A working in unison. See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 084 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A. INC DRWG.15-084.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.Max. 16'-0"span at 30 p.s.f ASD load FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG.15-084.Ddf for Blade 1 and 18'-0"for Blade 2. See schedules on sheet Created by Independent Third Party: Yes 12,25 and 28 respectively Back Nezt 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-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: 3oCut'itysi;rxrcr http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 9/20/2015 GENERAL NOTES: 1. BERTHA H.V.ACCORDION SHUTTER SYSTEM WITH H.V. BLADE X13 W/ OR W/O H.Y.WINDOW BLADE 83 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 SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED WITH A DIRECTICNALnY FACTOR Kd=0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 5, 6, 7, 8& 18. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS TABLE OF CONTENTS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX. (A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 5, 6, 7, 8& 18. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D.,AS TESTED, WERE NOT OVER STRESSED,A 33 % INCREASE IN AI.LOWABLE STRESS FOR WIND LOADS WAS NOT:USED IN THEIR AREA 1: HV BLADES Q & �1A1 ANALYSIS. HOWEVER,A WIND LOAD DURATION FACTOR CD=1.60 WAS USED FOR VERIFICATION OF FASTENERS SPACING IN WOOD. BERTHA H.V.ACCORDION SHUTTER SYSTEM WITH H.V. BLADE 83 W/OR W/O H.V. WINDOW BLADE B3 ADEQUACY FOR WIND AND IMPACT LOADS HAS BEEN VERIFIED IN ACCORDANCE GENERAL NOTES. SHEET 1 WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS: SYSTEM COMPONENTS. 1-21 SHEET 2 SYSTEM COMPONENTS. 22-36 SHEET 3 - 10H.V. BLADE 83 80403.01-08 WITH ADDENDUMS 83&83A DATED 4/30/14,AS PER PROTOCOLS TAS 201,202 &203 AND ASTM E-330,ASTM E-1886 AND E-1996 STANDARDS (MISSILE TYPICAL SHUTTER ASSEMBLY. SHEET 3A LEVEL D. WIND ZONES 1,2,3&4),0825.01-10 (WITH ADDENDUM 82, DATED 4/30/14), 1220.01-10, 1209.01-10 &0422.02-14,AS PER PROTOCOLS TAS-201,TAS 202&TAS-203, LARGE MISSILE -1H.V. BLADE 83 WORKING IN UNISON WITH®H.V. WINDOW BLADE 83 80829.01-DS WTTH ADDENDUM 82. DATED 4/30/14,AS PER PROTOCOLS TAS-201,TAS 202&TAS-203 AND ASTM AREA 2• HV BLADE(1)AND HV WINDOW BLADE (11A E-330,ASTM E-1886AND E-1996 STANDARDS(MISSILE LEVEL D, WIND ZONES 1,2. 3&4). - 1QH.V. BLADE 83 AND Q 18.H.V. WINDOW BLADE 83 ARE ENCINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE WHERE APPLICABU INDICATED ON SHEET TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS. SHEET 4 2. BERTHA ACCORDION PINS©3 ,®,35 OR ALTERNATE©.SHALL BE AS INDICATED ON SHEETS 3& 4, USED AT BLADE'S KNUCKLE.ACCORDION PINS 32 USED AT HV DIRECT MAXIMUM SPAN TABLES. SHEET 5 ANCHOR SCHEDULE- CONCRETE SHEET 6 MOUNT SHALL BE AS INDICATED ON SHEET 3.PINS SHALL BE 410-HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 173.6 K51 YIELD STRENGTH AND 187.4 KSI TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE& BLOCK. SHEET 7 PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED 8Y APPROVED COATING APPLICATORS, REGISTERED WITH ANCHOR SCHEDULE-WOOD SHEET 8 AMERICAN SHUTTER SYSTEMS ASSOCIATION. INSTALLATION DETAILS 1-6 -CONCRETE&BLOCK SHEET 9 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-T6 ALLOY AND TEMPER,WITH Fy= 27.1 ksi MINIMUM (UNLESS OTHERWISE NOTED). INSTALLATION DETAILS 7-9 -CONCRETE&BLOCK SHEET 10 4.ALL SCREWS TO BE STAINLESS STEEL.304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 AND SECTION 2411.3.3.4 OF THE FLORIDA INSTALLATION DETAILS 10 -METAL STUD SHEET 11 BUILDING CODE 2007 WITH 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH. INST. DETAILS W/HV CENTERMATES®&® SHEET 11 5. BOLTS TO BE ASTM A-30 GALVANIZED STEEL, OR AISI 304 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. INST. DETAILS W/HV T'LOCK CENTERMATIS & SHEET 12 INST. DETAILS W/HD CQTTERMATFS®,®&� SHEET 12 6. SEE SHEETS 6 &8 FOR ANCHORS SPECIFICATIONS ON DIFFERENT SUBSTRATES. END CONNECTION DETAILS 1-6-CONCRETE&BLOCK SHEET 13 7.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT 86779582. COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT INSTALLATION DETAILS 1W-6W-WOOD SHEET 14 85458179 ISSUED TO EASTERN METAL SUPPLY, INC. INSTALLATION DETAILS 7W-10W-WOOD SHEET 15 8. R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. END CONNECTION DETAILS 1-6-WOOD SHEET 16 CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WMI THE BUILDING TO PREVENT WIND/RAIN INTRUSION. AREA 3- HV WINDOW BLADE 6Al ONLY 9. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT, OR OTHERS. MUST TYPICAL WINDOW BLADE&WINDOW DETAIL SHEET 17 PROPERLY CLOSE ALL CENTERMATES AND ENGAGE OR LOCK ALL LOCKS. TYPICAL.SHUTTER ELEVATION SHEET 18 10.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE. 11. BERTHA H.V.ACCORDION SHUTTER SYSTEM WITH H.V. BLADE 83 W/OR W/O H.V.WINDOW BLADE 83 INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 12. (a) THIS P.ED. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D., PROVIDED HE/SHE THIS DRAWING SHALL ONLY BE USED TO DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (a)THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (F-C.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. (6) ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) (ERA. T�'%, ©2015 EASTERN METAL SUPPLY, INC. ?• <<�T BERTHA HID" �� `►c� A S S A y L E C O i N 7. . A Accordion Shutter System �yp '= KV B" W Ge w/o KV.WNDM BLADE .-a� / J/S •1 = American Shutter Systems REV.Ne DESCFUP71ON I DATE DRAWN BY:M.L. TILLIT TESTING & ENGINEERING COMPANY p: TA Tc ;7f Associction, Inc. , OLD 13-031 4/13/15 DATE 04/17/15 oR,: F. E pF 6353 N.W.351h.St.,Ste 303.W LINA GM ENS•F R104 3318 4268 Westroads Drive 2 .�-•--AAA..-• Phone:(305)871-1530.F.:(305)871-1531 DRAWING No ��f vAYIDP -dl:tilt-O.W.- West Palm Beach, FL 33407 3 /'••.......••'�l(,`�.` wALTEEB-4=67 0.�LLIT19r.P.E 4 �J•-086 NAL ENG` ` FLORIDA U.a 44167 5 SHEET P.E. S?At'%SfgMx1URE/DATE 6 I F 18 -D IT. ---III' 5A 371 297" .083�r- $3, - a(�) f:5� — —--------- r M 34' 34 M OR, OEr A AE 9 .060 2. q is %0 _2'ODO 0.168" -• 072" 'n 4 L 14 i L .67(r LI-i_1.4 BLADE#3 1.66r 666 14ELA USE H INDOW BLADE3rl---�] (D.@ ALUMINUM ANGLES SEE LIMITATIONS OF I * HV HEADER 3B.Q.TRACK HV HEADERISILL U4A MV B.O.HEADER/SILL QUALIFIED FOR USE W/ HV FOR BLADE IS ON SHEEP 18 OUALIFIED FOR USE W/ HV QUALIFIED FOR V 0 BLADE(1) BLADES(�SE W/ H QUALIFIED FOR USE W/ HV AunED FOR USE W/ HV 1A BLADES@.( 10 BLADES 01 BLADE(D 670- Y .670' 2.226* J-.063" 1491" j.o72q Y 662' Y N, 1.522 2.092' ,072' A A" 3,226..072 4.436- tis HV DIRECT MOUNT 10 HV 90 1180 STARTER HV ADJ.FLOOR TRACK HV ADJ.ADAPTER W/UP HV TRACK @QUALIFIED FOR a 8 SIDE ANGLES (D BLADES UV HV QUALIFIED FOR USE W/ HV G CORNER POSTS QUALIFIED FOR USE W/ W QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W1 HV 13LADES UI Qy BLADES BLADES 01 ,@ BLADE 0.7S*x1.4S'X0.125*THK. QUALIFIED FOR USE W/ HV BLADES B NEOPRENE SPACER EERVEEN BLADES ------------4.6 CENTERIARS/aS PLATE 1/4-204/2' ISIS" 745' 2.293'— THK.304 ASI as. 11 (2)1/4-0-20 HOLES FOR ZAT HEAD IIIREADED 11 CAST 20 FLAT OAR S..S HOUSINQ ENAMEL /4 ..74 (2) S.S.U.S. BAKI PAINTEDE CAST HOUSING ENAMOL 0 BAKED TWINED a 700' .875" 1.940 GRESSOBTU KN . 5/1 0-16 ROLE FOR(1)/16'0-16.1 5/8* • 0. 1 T 0.615, 454- (1) 1 0.0) N.V.SS.THHEADED THUMB SCREW W/ACETAL HEAD &KEYS(CHROME BRASS CYLINDER 13 CENTERIMATEHV FLOATING CENTERMATE S.S.SALT WATER LOCK .492* .984-1. (CHROME PLATED) Q LIFIED FOR US W/ HV G QUALIFIED FOR USE W/ HV S QUALIFIED FOR W/ HV BLADESBLADES(D.0 BLADE 1.875* 2.874 753 041 .321' H.V.LOCK H.V.EGRESS LOCK —1. .1 1= QUALIFIED FOR USE W QUALIFIED FOR USE W/ HV BLADE BLADES 6y tV C6 06 7. 3-S Do— .267.000' o e COMPONENTS 6063—T6 ALLOY AND TEMPER 2 SCALE 3/V11' 4.566' HV"T"LOCK NV MALE"T"LOCK HV FEMALE"T"LOCK L—Z760— I 18 CENTERMATE 19 CENTERMATE PLAN FRONT ELEVATION QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W1 HV QUALIFIED FOR USE W1 HV 0 ­J"CLIP FOR'"MOCK CENTERMATE BLADE(3) BLADE BLADE(D QUALIFIED FOR USE W1 HV BLADE 1 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 0 2015 EASTERN METAL SUPPLY,INC. ."O\kX BERTHA HT" BENS p<.s , AAccordion Shutter System 11LIEC011mc. . .SAIIIII RV.aADE jhX93 W/OR KWIN V. DOW aADE S American Shutter Systems ax N, DESCRIPTION DATE DRAWN IW-.M.L k T TESTING & ENGINEERING COMPANY Association, Inc. I OLD 13-031 D4/13/15 DATE.G4/13/15 STATE OF KIT.36th,SL.St.=.VIRGINIA GARDEHS.FLORIDA 3316 Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 DRAWING No West Palm BeachFL 33407 .e-mail tilt.. , 3 15-087 ......... EB- 6719 SIONPA- WALTER A.TILUT Jr.P.E. 4 44167 IDA Lic.111 5- SHEET P.E. b6jiIVMffURE/DATE FLOR6 2 OF 18 255' 1917- F-12, 7 THUMEITURN —12"MIN—- --B'MIN 383* CYU DER OR .06 .12 KEY"CYLINDER ..a .21V 8 .545' QQ2 - _11 14 6 115 =7=j 675'Mil. _T 0- 1 A25'Mo. IFIVI-Al .1 �.o 12"LOCKING ROD L 6"LOCKING ROD Z�, 22 HD CENTERMATE HD CENTERMATE HD CENTERMATE'S ED FOR USE W1 HV QUALIFIED FOR USE W/ HV @ S QUALIFIED BLADE(D 13LADE W1 LOCKING ROD W1 NO LOCKING ROD INSERT Soa QUALIFIED FOR W/ HV W/HV QUALIFIED FOR USE W1 HV QUAUFIED FOR USE BLADE 13LADEO BLADE Q \rg�UMBTURN N ER INSTALLATION WILL REQUIRE A QO OR EY ?/I A6 OLE DRILLED AT TRACKS FOR PROPER - CYLINDER*5M MIn. DER EMBEDMENT 1.78"Mo.. BY REGENT HARDWARE MORTISE LOCKS 25 HD LOCK SERIES 2333 HOOK BOLT LOCK. QUALIFIED FOR USE W1 HV BLADE(:E) .475*Z� .475' NYLON WHEEL M. 1/4-0 ELEVATIOSNS A W'0-20AIS(304SEPJES (B)IHIV318"11211-116ACETAL 320'0 27 HVI @28 SED 2@9 HV S RECESSED HV NYLON HAT 31 HIV WHEEL CARRIAGE S.S.THUMBSCREWS THUMBSCREWS NYLON BUSHING NYLON BUSHING WASHER AISI 302-303 SERIES QUALIFIED FOR USE W1 HV QUALIFIED FOR 13LADEO BLADE 1j W/ HV 1 .365"0 .365'0 .500"0 I-I 0.204-L COMPONENTS 0 �o (CONTINUED) N.T.S 32 HV DIRECT 33 HV Pit Cad BLADEa &V PIN(&-(3-1) 35 HV PIN* MALE KNUCKLE ALTERNATE PIN (13 MOUNT PIN gi) & #14-14x1 3/4"W/ #8 HD. #,0-18•'x2 3/4"W/ #8 HD. #10-18-x2 3/4-W/ #8 HID, ), (22),(23). (@_BLADE�& 3i W1 HV HO MARKING W/ HV HD MARKING W/ W/ HV HD MARKING W/ #14-14"X2 3/4" W/ #8 HD, #10-18"x3" W/ #8 HD, DACROSHIELD COATING DACROSHIELD COATING W/ HV HD MARKING W/ W1 -4- HD MARKING W/ (SEE DETAIL X. SHEETS 13 & 16) W/ DACROSHIELD COATING DACROSHIELD COATING DACROSHIELD COATING FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) A 7, 0 2015 EASTERN METAL SUPPLY, INC. .N N ........ Accordion Shutter System MIL ECOmc.' BERTHA HW A.S.&A. H.V.BLADE#03 W/OR w o H.V. WINDOW MADE#3 American Shutter Systems REV.No DESCRIPrION DATE DRAWN SY,M.C. S ATE TIWT TESTING & ENGINEERING COMPANY 055 N.W.3M.St.Ste.=,V�M GqMM FWWA 331Association, Inc. I OLD 13-03i 4/i3/ia DATE:04/13/15 fA Pho-:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 DRAWING No N __Jj:tift-0-1— West Palm Beach, FL 33407 3 ED-0006719 1,3" 101W� "05-086 4... tt'%k WALTER A.TILUT 4,P.E.px� 4 FLORIDA U..#44167 5 SHEET P.E. WVATLIRE/OATE 6 3 OF 18 I I 11 @ OR III III 111 III 111 III III III p. A p,® 0.9 0 ' 0.0 -A EXTERIOR �. EXTERIOR EXTERIOR EXTERIOR I I I I f I I i I10,® I i i .0 l l I'I o,® I'I ;1010 II II II I ASSEMBLY AT 3,. ASSEMBLY IN BETWEE.N(n. ASSEMBLY AT�. ASSEMBLY IN BEMEENs1 . (@GO EVERY OTHER INTERIOR KNUCKLE) ((DGO EVERY OTHER INTERIOR KNUCKLE) TYPICAL SHUTTER ASSEMBLY TYPICAL SHUTTER ASSEMBLY WHEN " LONG NOMINAL PINS ARE USED* WHEN 3" LONG NOMINAL PINS ARE USED SC&LE 1/4'a I- Sf'•'c' *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. uuun FLORIDA BUILDING CODE (Hon High Velocity Hurricane Ione) 0 2015 EASTERN METAL SUPPLY, INC. ENSF-' 9 '- —INC. BERTHA HV` A p Accordion Shutter System 11L1E 0 ■ ■ ■ ■ RV.anoLjJfXP3 W/DR w/o KV W1NDON MADE 7ILLIT TESTING & ENGINEERING COMPANY American Shutter Systems RLv.P. DEw"noN DATE DRAWN HY:M.L . -O'•, $TATS~OF 4wg 6755 N.W.3fiM.St,Sle.30.wtGD:A GSRDEHS.RDRVA 33116C Association, Inc. t oln ta-oat /tn/r DATE:oa/ra/Is • •-••may-•$- Phono: 305)871-1530,rax:(305)871-t531 426$ Westroads Drive z GG`�.`� ( e-mail:01teme.1.mm West Palm Beach, FL 33407 3 DRAWING No oiva� mail: 4 15-086 ��TIII II 11\l\1\ WALTER A.TIUJT J,P,E. P.€. SEALf �NATURE/DATE FLORIDA ua.l+44167 6 S 3AET OF 18 7 s B � 0 mQ�®m®ma.pm0.�NOTES ON HV HV "T" AND HD LOCKS AND CENTERMATES: VALID ONLY FOR INSTALLATIONS Wj HV (L) BLADE j APPLICATIQN W/ HY LOCKS AND CENTERMATES: 1.WANDAIM COMMONf-U ONE HV LOCK 15 or ,b or )@ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY tS-0�oR ltd+ OR 0+0 i4 SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 156'.AND FOR INSTALLATIONS AT ANY 12 II I I 1 ELEVATION EXCEPT FOR INSTALLATIONS INTO METAL STUDS. IW LOCK @ or I@ or @ MAY 13E USED AS AN INSIDE OR 0 2,m@m�m o OUTSIDE LOCK,ATTACHED TO�I or�CENTERMATES W/(2) 1/4"-20 x 1/2'�LONG FLAT HEAD S.S.M.S.LOCATION OF 17 lm© LACK SHAM BE AS ANIMATED ON IYRCAL SHLRTIIR D.EVATION.t15E OF LOCKING RODS`EJ W/Q+WO t�7A 1S COMPLETELY O1}fIONAt.. 15 15 m@m m 2. M�ATORT COINDMN j'FOR INST r1aT10tiS WM�r¢riL STUD& ONE LW LOCK(D or 0 or @ SHALL BE SHUTTER SPAN i�m� USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP (SEE SCHEDULE 18 18 ° TO 156',AND FOR INSTALLATIONS AT ANY ELEVATION EXCEPT FOR INSTALLATIONS INTO METAL STUD, HY LOCK 15 or ON SHEET 5) @ or @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO©or®CENTERMATES W/(2) 1/4"-20 x 1q i4 1/2"LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL_SHUTTER ELEVATION. USE !/ OFSHUTTER SPANOF LACKING RODS f fi W/0 OR( TOP AND BOTTOM IS COMPLETELY MANDATORY. 1fi i FOR INSTALLATIONS W/ 3. &„FOR KEYSIDNF NOL�NTINO INS?L4i10NSt ONE HV LOCK 15 or 16 or 17 SHALL BE CJ (1)HV OR HD LOCKS OR USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP MAY BE INSTAUED 12°ABOVE TO 66',AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK 15 or 16 or 17 MAY BE USED AS AN INSIDE OR T OR BELOW G4DSPAN OF OUTSIDE LOCK,ATTACHED TO 13 or 14 SYMMETRICAL CENTERMATES W/(2) 1/4"-20 x 1/2'LONG FLAT HEAD S.S. \ 1 M.S. LOCATION OF LOCK SHALL.BE AS INDICATED ON TYPICAL SHUTTER ELEVATION.USE OF LOCKING RODS 26A W/27 OR 27A TOP AND BOTTOM IS COMPLETELY MANDATORY. ITY PURPOSES, P TO TWO W LOCKS 1 1 OR l'.J WA BE USED IF RAS AN FOR INSIDBETTER E ORPOOUUTSIDR LOCK.CONNECTIONMANCE OR FOR ROF LOCKS T4 UCENTERMATES D SEEENO OR®SI4AU BE AS INDICATED ON NOTE (1)ABOVE CONNECTION DETAILS ON 2 4 5 5 8 9 044201,1103 LOCATION OF LACKS SHALL BE AS INDICATED ON'TYPICAL SHUTTER ELEVATION. s T�YP.FULL QDRO3 1111(6-W7 DR$ ! * APPLICATION W/ BY "T” LOCKS AND CENTERMATES' HEIGHT. 8 (a)OR 4^OR8 Q� 4 �1 5 DR �I 1.SEMD A;TERtt:TE TD IC4rnitp{y CMITIN fjYAW o1lY FDR NV�'i"IrCt a.A10 CQJTEItYAl15 Ift AND 2 5 DRI W+I�V OF CENTERMATES ONE ALTERNATE HV 7' LOCK CIC,M�AY BE INSTALLED IN UEU OF OTHER LOCKS FOR ANY SPAN AND INSTALLATION AT ANY ELEVATION.ALTERNATE LOOK�/MAY DE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF LOCK .,NUMtiE0 WID — INCLUDES USING :1'CUP @,AS SHOWN ON SECTION 15, SHEET 12, WINCH MUST BE CONNECTED TO CEMERMATES ®AND @ W/ 1/4"0-20x1"S.S.M.S. INTO A 1/4'0 x 5/8'RIVN.UT.LOCK MAY BE INSTALLED AT MIDSPAN OR 12' MAXIMUM A13OVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS or 4g4 TOP AND BOTTOM 15 MANDATORY. TYPICAL(IH V. BLADE #3 SHUTTER ELEVATION : APPLICATION W/HD LOCKS & CENTERMATES: N.T.S. �1�Thr-e'ate.�+i^ATORY MMM,0 1 VALID FOR HD L=0 W1�)-RD CEMFAMAIM a OR oR SEE UM ARONS OF USE FOR p WTTE LOCK 0 MAYBE USED IN UEU OF OTHER LOCKS FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. BLADE ON SHEET 18. ALTERNATE HD LOCK®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF NO LOCK®TO @ 6 Wj(3) ¢8 x 3/8"F.H.SS.MS..AND INCLUDES REINFORCEMENT INSERT @AS SHOWN ON SECTION 1B,SHEET 12,LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR.ABOVE MIDS"PAN. USE OF LOCKING RODS @ or r&IS COMPLETELY OPRONAL. FLORIDA BUILDING CODE (Non Nigh Velocity Hurricane Zone) \\\1111111111111//IAA @ 2015 EASTERN METAL SUPPLY,INC. BERTHA HNTM �fJ A S AAccordion Shutter System : 11 LTE C O I N C. ■ ■ ■ ■ H.V. BJDE#3 W/OR w/0 N.V.NANOW RADE S No. ��{ = American Shutter Systems REV.16 DESCRIPTION DATE DRAWN BY:M.4 .* TESTING ENGINEERING COMPANY GSM SJ N.W.W.Jelh.SL.5k..3W^,YIHGINN GVRDFMS,IlAROA 3316 Association, Inc. 1 an 13-01 4/13/1 DATE:04/13J15 Phone:(305)871-1530.Fox:(505)871-1531 4268 Westroads Drive DRAWING No p. aTft7E 8F a-mall:Ultwoftol—m West Palm Beach, FL 33407 3 Ft0410t -0006719 15-086 i'., �. WALTER A T¢uT Jr.P.E. 4 Ess.�....•• \ �� FLORIDA Uo.#44167 5 SHEET IIS' I 2t'1URE/DATE 6 4 OF IS NOTES; MAXIMUM SHUTTER SPAN "L+" OR "L-"* (ft.) MAXIMUM SHUTTER SPAN "L+" OR "L-"* (ft.) (t)MItwc.MAXIMUM ALLOWABLE SPAN FDR A CNFN POST rVE AS.D.DESIGN PRESSURE RA FOR INSTALLATIONS W/ HV BLADE, e , FOR INSTALLATIONS W/ Q HV BLADE. a L--wucwuM ALLOWABLE SPAN FOR A MEN NEGATIVE lSo.DESIGN PRESSURE RATING. (2)PROCEDURE TO DETERWIC MAXIMUM SPAN FOR WALL MOUNTINGS(1OP/BarTOM)OR POURED CONCRETE,CONCRETE BLOCK 'I' FLOOR/CSUNG. MAXIMUM AND WOOD INSTALLATIONS 4 MAXIMUM FOR METAL STUD IN INSTALLATIONS ■ GIVEN A POMM AS.D.DESIGN PRESSURE PAT04 DETERMINE MAMUM SPAN 1.+' 0.S.D. FRCM SCHEDULES A.S.D. GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING.DEfEWNE VAMUM SPAN 9•-• FLOORtCEIUNG PRESSURE FLOORl TING G FROM SCHEDULM PRESSURE WALL MOUNTING MOUNTING MIN.SEPARATION TO GLASS RATING WALL MOUNTING MOUNTING MIN.SEPARATION TO GLASS RATING ..--. (Psi) YYINDLONEa BETA MAVMUM ALLOWABLE SPAN IS EQUAL 7D THE MINIMUM DETERMINED SPAN 'NINOI(or) L`(FP) L-(FT) l(FT) L-FT) �3oN. m W - (+or-) I F0 U Fn L+� V(� '.c 3 s BETWEEN E T AND 1-•. �NtElI m NEA (3)PROCEDURE T/FLOOR I EI MAXIMUM UNS FOR COMBINATIONS IN BEI1Vffl1 HALL 35 12'-7" 13'-O" 12'-T' 13'-0" 1" 411116" 5 12" 64 7'-0" T-(r - - 1" ' 3 7116" 5118" FOR A GIVEN POSITIVE A.S.D.DESIGN PRESSURE RATING 40 11'-t0" 12'-3" 4Y-1Q" _12'_3" 1" 411!16" 542" 1 DETERMINE 45 111-91, 11'-11" 1 t'-9" 11'-11" 1" 411/16" 512" — u+=WAY SPAN FOR FUOO/C9UNWALL IG MOUNTING I N T 50 1t'-5 11'-6 11'-5" 11'-6" 1^ 411116" 512" 72 6'-7" 6"-7 L2+�MNL SPAN FOR BOOR/CE UNG MOUN RVG R15fALUT ONS 11'-4" 11'-4" 1" 411/16" 512" 1" 37116" 5178 FOR A GIVEN NEGATIVE ASLO.DESIGN PRESSURE RATING. 60 10`_611 la-61 la-61 0'-6" 1" 411116" _5 12" Li—MAX SPAN FOR WALL MOUNTING INSTAr.utxiNIL 65 8'-8" 8'-8" T. 35/8" 51/9, •SEE SECTION 10 ON SHEET IOA. L2--MAX-SPAN FOR FLGOR/CEILING MOUNTING RLSTAUATIONS. 7D 9-3" 6'-3" S'•3" 81-31 1" 3 5/8' 510, FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN It+:12+, _ 75 T-9" T-9" T-g, .P-9, 1" 3 518" 5 i!8" tr'AND 1r' 80 T-3" T-3" T-3" T-3' 1" 3 51W 5 1/8" (4)06 70 ANCHOR SCHEDULE ON SHEETS 6-&7 FOR CONCRETE AND BLOCK SHEET 8 85 6'-1G" 6-10" T_10" 6'-10" V 3 518" 510 FOR VVOW AND TO SECTION ON SNET:T 10 FOR tWrONE MOUNTINGS Arra SHEET ROA FOR METAL STUDS WITH FRUL MAVMUM ALLOWABLE SPAN AND NEGATIVE DESIGN 90 S-7" 5'-T' V-7" S-T' 1" 3 5f8" 6 /8" LOAD TO DETERMINE MAZ4UM ANCHOR SPACING. 956-6" S-6" _5'-6" V-6" 1" 3518" 5la, (5)MINIMUM SEPARATION TO CLASS SHALL BE THE GREATEST MEASURED FROM M LID 00 51-61, 5'-5" 5'-5" 5'-5" 1° 35/8" 51/8" REAR OF KNUCKLES OR RFAR OF LOCKS CU ERLATES AS MPU CLASS. GL . 178" AXIMUM SHUTTER SPAN "L+" OR "L-"* (ft.) FO 1 5'-2" 5'-2" V-2" S-2" T' 1 35/9' 1 511x" INSTALLATIONS W/0) & (f� *HV BLADES. e A INSTALLATION LEGEND APPLICABLE FOR 1 HV AND a NY BLADES UBSTRATFS EXCEPT THAT MAXIMUM SHUTTER SPAN "L+" OR "L POURED CONCRETE,CONCRETE BLOCK CONCRETE &AND MAXIMUM AND WOOD INSTALLATIONS OUNTINGS MASONRY METAL STUD WOOD MAXIMUM AS.D. DESIGN PRESSURE RATING FOR INSTALLATIONS INTO A.S.D. CONCRETE OR CONCRETE BLOCK SHALL 8E LIMITED AS FOLLOWS: RESSu FLOOR/CEILING 1 2 3 1W, 3W, 4W I- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO WALL MOUNTING MIN.SEPARATION TO GLASS RATING MourarlNG WALL & 9 10 7W, 9W & IOW +64"-72 s.f. AND 7'-6" SPAN, SEE SECTION 9 ON (P4 wvezaea SHEET 10.P (`°F•) L`(FTIL'(Me(FT) I:(FT) I"+1NDmxEs_. 1.2sa IxxlxwF LOCCFNXEiAiATR FLOOR/CEILING 6, 7 & 8 --- 2W, 3W, SW _ 55 V-6" 9'-6" 9'-6" 91-6. 1 4 3B" 41/4" & 8W 62 8'-11" 8'-11" 8'-11" 8'-11" 1" 4378" 41W 'f EXCEPT THAT MAXIMUM SHUTTER SPAN "I.+" OR'L-" AND MAXIMUM A.S.D. DESIGN PRESSURE RATING FOR -SEE UM ATIONS OF USE FOR BLADE QA ON SHEET 18. INSTALLATIONS INTO WOOD SHALL BE LIMITED AS FOLLOWS: 1- CONNECTIONS TO PLYWOOD LIMITED TO 762 p.s.f. AND 8'-11" SPAN, SEE SECTION 5W ON SHEET 14. 2- CONNECTIONS TO HOLLOW CEILING LIMITED TO 762 p.S.f. AND 8'-0" SPAN, SEE SECTION 2W ON SHEET 14. t1Tp,LL11"'RRthA FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) �i 0 2015 EASTERN METAL SUPPLY,INC. • ENSe' - -S BERTHA HW mr c O ,N,. /I�.S.S.,A,. Accordion Shutter System H.V.MADE#3 W/OR W H.V. WNDUW BLADE American Shutter Systems RL,Y,No DEMIUFRO14 DATE I DRAWN BY:M.L. ,q�r•. $T ^• TILLIT TESTING & ENGINEERING COMPANY "!1 r, ©�•,•'.��`` ASSOCIGtiOnF Inc.6355"N.ss U,.Sc.Ste.305,VIRGINIA GARDENS,FLORIDA 3716I 1 ILD X3-Ost a/ta/t DATE4/ts/ts :o '�-g�-.;.,-•t4}R1 yL3 Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroods Drive z DRAWING No WALTEEB-A. 671UT 9 P.E. West palm Beoch. FL 33407 ; ,� —086 P.E. SEAL/SIGNATURE/DATE FlORDA uc.d 33167 5 SHEET 6 5 OF 18 •SpECIFICA110N5 ON ANCHOR REQUIREMENTS;'POURED CONCRETE OR CONCRETE BLOCK SUHs7R6iES raFmrR� MAXIMUM ANCHOR * SPACING On. SCHEDULE FOR A GIVEN MAX. SHLInM 1.uaaaRS TO WUL s+ut BE AS Foua+.S. >SfO A.S.D. DESIGN NEGATNE Pte' SSURE TARMAC AND A CORRESPONDING (A) TO EXITING POURED OONCREIM, -1/4"4 TAPCON OR TAPCON W/ADVANCED TNEMFDRM TECMOLOLY,AS MANUFACTURED B(I.T.W.B ILDEX,(Min.fc=3 ka'). DIUE TM wOH CM MOUNTING TYPE FOR CONCRETE OR_CONCRETE BLOCK INSTALLAMONS -1/4'0 x J/4'ALL POINTS".DUD-SET ANCHORS AS DISTRaUTEA Be ALL POINTS SCREW,Ra.T&SPECIALTY COAPAW(Me,fc-3 Nei). (SEE MOUNTINGS 1,2.3,4&5 ON SHEET 9) -1/4"0 BLUE TAP CONCRETE ANCHORS WITH CAP,AS MANUFACTURED BY FLORIDA.FASTENERS DIRECT,INC.(lin.I'c-2 km). I/4'0 TAFPER+ANCHORS AS 141NUFACRXED B(POWERS FASTENERS.W.(Min.fc-3 IVT),AND DISTRIBUTED BY ALL POM SCREW.KBS&SPECTALTY COMPANY OR POURED CONCRETE ANY OTHER APPROVED LICENSED OR ALM40ROM VENDOR REG517EAED W/THE AMERICAN SHUTTER 361EMS ASSOCIATION,INC. (D&(g)WALL M%MINGS & 4 WALL yM��OUNTING 5 WALL StLL MOUNTING MAN(It) W/O,®GR® W/D+lJ W/©+ SPAN Ql) At)MI MUM EMBEDMENT INTO POURED CONCRETE OF TPPGON OR TAPCON W/ADVANCED T1TiFA17FtIRM1 IE0INODIrYAND TAPPER+ANCHORS 5 1 3/4".AND 1 1/2'FOR ASA. TM1E LOW(FSB ASA.OEM N ALINE LOUD Od) ASD Cam kECAK I=(F4) BLUE TAP WfTH CAP ANCHORS, 30 40 5Y 80 90 100 170 30 40 501 601 701 60 90 100 110 30 40 50 60 70 80 90 100 110 A2)MINIMUM EMBEDMENT OF 1/4"0 x 3/4"ALL POINTS SOUD-SET ANCHORS SHALL BE 7/8"INTO THE POURED CONCRETE NO EMBEDMENT INTO STUCCO SHALL BE 9 9 q-9' 9 9 9 9 3 9 9 9 3 4 9 9 9 9 9 9 9 9 9 9 9 9 4 PERIATEED.Ile 0-20 SS MACHINE SCREW USED SHALL BE 1 7/2'LONG MINIMUM SHOULD STUCCO EXIST,MID 1"MINIMUM FOR WALLS WITH NO STUCCO. OR HESS 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 1 9 1 9 1 9 10)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE COSTING WALL OR FLOOR.ANCHORS SHAM.BE LONG 9 9 9 9 9 9 9 9 8 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 ENOUGH 70 REACH THE MAN STRUCTURE DOW SAID WALL FiNISHM ANCHORAGE StLAtI BE AS INDICATED ON NUIES At)&A2)ABOVE FOR INSTALLATIONS ON VNYL SIDING WITH OR WITHOUT METAL STUDS OR DFS WITH WOOD STUDS CONSULT THIS ENGINEER.FOR INSTALLATIONS CIAO On WITH METAL STUDS SEE SHEET 10. 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 9 4•_0` (B) TO EXISTING ASC-90 CONCRETE BLOCK WALL 9 9 9 9 9 9 9 8 ff 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 -1/4'0 TAPCON OR TAPCON W/ADVANCED ITRADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BLILDEX. 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 9 9 -1/4'0 x 3/4'ALL MINTS SOUD-^.SET ANCHORS AS 651RMUTD BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 9 9 9 9 9 9 9 9 8 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 -1/4'0 BLUE TAP CONCRETE ANCHORS WITH CAP,AS MANUFACTURED 13Y FLORIDALOFASTENERS DIRECT,INC. 1/4"0 TAPPER+AN04OFS AS MANUFACTURED BY POWERS FASTENERS.INC.,AND DISTRIBUTED BY ALL PENIS SCREW,BCT&EPECATY COMPANY OR ANY OTTER APENI vED 5-0" - _ UCPNSM OR AM40MZED VENDORREGISTERED W/THE AMERICAN SHUTTER BMW ASSOCIATION.INC. 9 9 9 9 9 8 5.5 4.5 3.5 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 NATES. 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 9 9 8.1)MINIMUM WMIfENT INTO CONCRETE BOCK OF TAPCON ANCHOR IS 1 1/4'AND I'FOR TAPCON W/ADVANCED THRFAADW TUNOLM ANCHOR,AND 1 1/4'FOR 9 9 91 9 9 8.5 6.5 5 9 9 1 9 9 9 9 9 9 9 9 9 9 9 9 1 9 9 TAPPER+AND BLUE TAP WTH CAP ANCHORS. - Iz6'-0" - - _ 9 9 9 9 6.5 4.5 4 3 9 9 9 9 9 9 9 1 9 9 9 9 9 9 9 9 9 8.2)MNIMUM EMBEDMINr OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANORORS SFWl BE ENTIRELY U43EDOM INTO THE CONCRETE BLOCK NO EUBEDMENT INTO STUCCO 9 9 4 9 7,5 5.5 4.5 - 9 9 9 9 9 9 9 9 9 9 9 9 8 9 9 9 SHALL BE PETWITIED.1/4'0-20 S.S.MACHINE SCREW USED SPWL BE 1 1/2'LONG MIMMUH SHOULD STUCCO MST.AND 1"MRNI.UN FOR WALLS WTH NO STU= 9 9 9 9 6 6 4S - - 9 9 9 9 9 9 9 - - 9 9 9 9 9 9 9 - - 92)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS ES PAVOR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR.ANCHORS S ALL BE LONG 7'-O" _ ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SVD WALL FINISHES.ANCHORAGE SMALL B. L BE AS INDICATED ON NOTES1)&8.2)ABOVE FOR INSTALLATIONS OR MNYL 9 9 -i-At 4.5 J.5 3.5 - 9 9 9 9 9 9 9 9 9 9_ 9 9 9 9 SOINC W1Tt OR NR}IOUf NEEW,.STUDS OR EFS WITH WOOD STUDS CONSULT THIS ENGINEER.FOR INSTALLATIONS INTO EFS WITH META.^RPU^s SEE SHES 10. 9 9 9 5.5 4 - - 9 9 9 9 9 9 9 - - 9 9 9 9 9 9 9 - - 9 9 9 8.5 4.5 - 9 9 9 9 9 9 9 9 9 9 9 9 (C) ANCHORS SHALL HE INSTALED FOLLOWING ANL'OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MAIAJFACIUfER. _ _ _ _ - - -_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ (D) SEE SCHEDULE DHOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. _ _ 9 9 8 4.5 3.5 - - - - 9 1 9 9 9 9 9 - - 9 9 9 9 9 9 - - - EQGE DISTANCE VERSUG_SPA('ING c_gHEDULE FOR ANCHORS: 4 9 9 7.5 3,5 4 - - - 9 9 9 9 9 9 - - 9 9 9 9 9 9 - - - M4XHMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E.D.LLSS THAN THE INDICATED.REDUCE ANCHOR SPACING BY MULTIPLYING 9 9 9 6.5 4.5 - 9 9 9 9 9 9 9 9 9 9 SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS.REDUCED SPACING OBTAINED USING FACTOR SHALT.NOT BE LESS'DAN MINIMUM SPACING INDICATED -0, _ _ _ _ _ _ _ _ _ - - FOR EACH ANCHOR TYPE 9 9 55 3.5 - - - - - - - _9 9 9 9 9 9 9 9 9 9 FACTOR 9 s 8.5 5.5 4 - - - - 9 9 9 9 9 - - 9 1 9 9 9 9 - - - ACTUTAPCON WITH ADVANCED TAPPER + 9 9 EDGE 7.5 5 4 - - - - 9 9 9 9 9 - - - 9 9 9 9 9 - - - - �- TAPCON THRFADFORM TECHNOLOGY ALL POINTS SOLID SET BLUE TAP WITH CAT' MIN.SPACING - - - - - - - - - - - - - - - - - - - - - - - - DICTANCE MIN. SPACING- 3" MIN. SPACING-3" MIN. SPACING- 3 1/2" MIN.SPACING- 3" 3 3/4" 4' 9 8 4.5 3 - - - - - 9 9 9 9 9 - - 9 9 9 9 9 1- - - - E.D. 9 9 7 4.5 - - - - - 9 9 9 9 9 - 9 9 9 9 9 - - - - POUREDCONCRETE BLOCKC & N CONCRETEFCLREB ATE 1/2 POURED CONCRETE BLOCK& CONCRETE CeL�CK& Pam 000CRETE CONCRETE am 9 9 6 4.5 3.5 - - 9 9 9 9 9 - -- 9 9 9 9 9 - MON EO=3' •EO"3 1/2" MIL EA.=2 i/2' MON.ED.=3 11f MR.ED.=3" ATFL FA=31/1 MN.E0.=2 I/Z" - - - - - - _ 3' 1.0 0.90 1A 0.78 1.0 094 1.0 9 6 3.5 - 9 9 9 9 9 9 9 9 9 9 2 1/2' - 0.81 1.0 0.67 1.0 9 9 5.5 4 _ - - - 9 9 9 9 9. - - - - 9 9 9 9 9 - - - - e - 0.71 - 0.51 9 9 9 9 9 - - - - - 0.43 3/4` - 0.91 - - - 0.43 - 12'-0" - - - - - - - - - - - - - - - - - - - - - - - 1 1/2" 0-5 - - - 0.35 9 9 9 9 9 9 9 9 9 9 9 - - - - 9 9 9 9 - - - - - 9 fl4fl j- E 9 9 - - - - - - - 9 9 - - - - - - - 1 HV BLADE 3 OR 1 HV BLADE 3 W SEE LIMITATIONS OF USE FOR BLADE to8 - - - - - 9 - - - - - HV WINDOW BLADE WORKING IN UNISON. ON SHEET 18. 3 6 9 9 - S 9 p FLORIDA BUILDING CODE Hon High Velocity Hurricane Zone) Nix`"7GpA A.TI(�AA/A(, 8 2015 EASTERN METAL SUPPLY, INC. BERTHA HV M Accordion Shutter System /1L Eco -.,. A. .AH.v.RADE w aR W/D H.V.wlr�RADE American Shutter Systems REV.No DESCRIPTION I DATE DRAWN BY:M.L TI LUT TESTING & ENGINEERING COMPANY 'fl'• STATE OF •4� i355 N.W.361,•SC.Ste.3p5,MRGRNN GARDENS,FLORIDA 337 Association, InC. 1 ORD 13-031 4/13/t DATE:oa/ta/ts �Y Phone:(305)871-1530.Fax:(305)871-1531 4268 WOStroods Drive 2 DRAWING NO %y �C� c-moil:Bfteco®ool.mW West Palm Beach, FL 33407 3 `�''�•,s�/ON ALE� •`` WALTZ. P.E. 4 15-486 P.E. 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BOLTS w/CONCR£E ANCHORS GLASS (SEE ON SWEETS 8 &7) - UT&WASHER®9'O.C. MIN,SEPARATION TO (SEE SCHEDULES— ON CHEDULE ) ON SHEET G) i or or E.U. r - 2 I I C D.* I I l -rac 5 I l 1/a•ult. E.D. ,. ,'-� $ I I T/2•—GLASS S + i iaa.SfPAwTroN TO GLASS I 1 I 1 EE SCHEDU MN.(SEPARAnONN I ! I ) �' NYLON COVER Sff SCNEnUCGN War S) I (. ON SHM 5} I $ 2 1/2. O ®� 1/4"0:3/4•F,14.S.D.S.RW EXI EXiS7LNG STING I I BUILDER TEK SCREW®9"O.C. CLASS— POURED CONCRETE CONCRETE ANCHORS OR CONCRETE BLOCK (SEE SCHEDULE ON SHEETS 6 &7) WALL REQUIRED 10 l OUNTING INSTALLATION WALL MOUNTING INUALLATION lel WALL MOUNTING INSTALLATION EXISTING EXISTING 1 I GLASS— (t GLASS uN SEPARATttW TO GLASS EPN,SEPARATION TO !I i MN.SEPAPARON TO (5£E spmxm oN%w 5) I i I L/&S�SHEET S) I I I ,( LASS(SEE I I ON SHEET 5) EXISTING I I A•" I I 1 »At " ,. i/a•».v. GLASS i 1/1'we _�J 8 1 E.D.* .. lJ EDGEOFW. SLAB IF "i; EDGE OF 1/2" 3 or®of ___ 1/2" 1'MIN. APPLICABLE SLAB IF .t APPLICABLE f4.4-2(3x3/4•S.S.EIWf POURED . NUT&WASHER®9°O.C. CONCR( .. '.'� •' r CONCRETE ANCHORS REQUIREDti• j. (SEE SCHEDULE ON SHEETS 6&7) POURED CONCRETE D. D.* POURED(-FE OR CONCRETE BLOCK CONCRETE ANCHORS OR CON( OCK WALL REOUlR(:D (SEE SCHEDULE ON SHEETS 6&7) CONCRETE ANCHORS WALL RE (SEE SCHEDULE ON SHEET 7) LL MOUNTING INSTALLATION ® WALL, MOUNTING INSTALLATION d FLOOR MOUNTING INSTALLATION NOTE FpR MMBINA110N OF SEC70NS: ED.-EDGE DISTANCE * (SE£NOTES&SCHEDULE ON SHEET 7) 1-SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY INSTALLATION DETAILS 2-MOUNTING SECTIONS CAN BE COMBINED + SEE UMLTATION5 OF USE FOR IN ANY WAY TO SUIT ANY INSTALLATION. SEE CA)ON SHEET 18. SCALE 3/8"=1" FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone d 2015 EASTERN METAL SUPPLY, INC. CEN T--. _._,,. BERTHA HVTM Z:T[LrE C O iNc, Ili.S■S.A■ Accordion Shutter System L.v.SLanE 19 w az w/o RV.vIrmowE L3 TIWT TESTING & ENGINEERING COMPANY American Shutter Systems ELY.Tao oEaBPRBY.,DALE DRAW»B;M.L. Q'• STA E OF :�4 asss N.N,Wo,,SL.Sto.=,VIAQ au GAWSNS,FLORIDA 3316 Association, Inc. 1 OLD 13 031 4/13/1 DATE'04/13/15 Phone:(305)871-1530 .Fox:(305)971-1531 4268 Westroads Drive z DRAWING No �r�c� \``�4 EB-��79 West Palm Beoch, FL 33407 5 //A 0IONA1 E�,.11 WALTER A TILLIT dT.PE 4 —086 P.E. SNCT'1 Iii}ZRE/DATE FLORIDA u�.g 44,67 6 SHEET OF is CONCRETE ANCHORS POURED CONCRETE (SEE SCHEDULE ON SHEET 7) REQUIRED EDGE OF CONCRETE ANCHORS (EXCEPT SLAB IF ALL POINTS SOLID SET)a 6` APPLICABLE .;... - .. O.C.(SEE NOTE t ON SHEET 5 POURED CONCRETE OR •' FOR UMITATIONS) E011.E•: CONCRETE BLOCK:,,•,.4...' 1/4"0-20x3/4'S.S. REQUIRED Q CHINE SCREWS USING t j1" t j4'-20 NUTS 0 12'D.C. .2. v.. '� 1/4'MAX. . Si iI 3.OD•r EXISTING T ..^_-.1 .. "MIN. ED..'�,� - 1/4`MAX. SS— ro LAA."5 s � ON":r 5) 1 I 1 oR ' '♦ 1 I EXISTING t (D CLASS `1 I GLASS 1 v I YN.SEP.UkNION _—_— AW (2) CEIUNG MOUNTING INSTALLATION EXISTING ----(°"s5Oii - GUS 1 1 f4" 1/4"0 ITW BUILDLX TAPCON W/ALUM CED THREADFORM I I MAX. TECHNOLOGY OR 11470 POWERS FASTENERS TAPPER+ I TO qAR ANCHORS W/1 314'MIN,EMBEDMENT 0 6'O.C.FOR i I 5¢ 1 I i --Q oR �" UP TO 6'-0"SPAN AND 4'O.C.FOR SPANS LARGER oNsaT9 i T}i4P1 5'-0'UP TO 7'-6'MAIC AnpLY SEALANT'AT EVERY FASTENER HEAD(TYP.)(SEE NOTE t ON SHEET 5 5 EXISTING GLASS {, 1 1 I 1 f4"MAX. FOR MITATIONS)I 1/2- GLASS CONT.SEALANT— I! #t Ox3f4"NIX WASHER HEAD ALTERNATE INTET60R yro TEK SCREWS®9"O.C. ANCHOR LOCATION 3/E"• —EXTERIOR CONCRETE ANCHORS \ 1/4'0-20x3/4'SS MS +r� (SEE SCHEDULE ON SHEET 7) - _ USING 1/4"4-20 NUTS •... .. r. .. STRUCTURAL EDGE OF ..,":: .. 'i 1'.'.:� f' 'IIi,1. 7; 00 .'- ''•' EXISTING NON 2' (9STG OF :a�` 2.00",MIN. ,5 WALL TRIM (DECORATIVE APPLCABL,ESTAR IF 1.000�' E.9; SILL) =EO� ^—EQ+r APPLICABLE MINI POURED - POURED CONCRETE CONCRET REQUIRED REQUIRED— D D. FLOOR MOUNTING INSTALLATION 0 n NOTE:THIS iRMM44PON SwuL BE RT3dovAffiE M KEYSTONE MOUNTING INSTALLATION WHEN PERFOR AN *E.D. EDGE DI MAXIMUM A.S.D.DESIGN PRESSURE:+64,-72 p0 OPERABLE EXIT OR ENTRANCE (SEE NOTES h SCHEDULE ON SHEET 7) MAXIMUM SHUTTER SPAN 7'-6' NOTE FOR COMB4NATION OF S,F=ONS: SEE UM®TIONS OF USE FOR BLADE ON SHEET 18. 1-SEE SHEET FOR TYPICAL SHUTTER PSSEMBLY INSTALLATION DETAILS (CONTINUED) 2- MOUNTING SEE CTIONS CAN BE COMfltNLT) IN ANY WAY TO SUIT ANY INSTALLATION. SCALE 3/8„=1” FLORIDA BUILDING CODE (Non Nigh Velocity Hurricane Zone) A_Tl(��r,,,� C9 2015 EASTERN METAL SUPPLY,INC. L /7rr\CENs �i�'`=A� BERTHA HVTm "' A� Accordion Shutter System -oE-L--�''' KV.SUM#P3 Wf OF2 W 0 H.V, NANDinN HNJE#3 American Shiner Systems REV.Ik DESCRIMON DATE I DRAWN BY-.M.L. _*; �y TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 1}0.71 4/13/15 DATE"oajt3/ts 's +T STATE OF :cr 831 N.W.36U.St.6 J05,VIRGINIA GMDENS,FLORIDA 3316 Phone:(365}871-1530.Fax:(395)571-1531 4268 WestrDads Drive z DRAWING No �ORICI - H:OlteCOOCI CON, West Palm Beach, FL 33407 3 r�r''�fisS/ONA4���``' WALTER A.niUT JI, PA $—O$6 4 P.E. SEAYC'f�+X17RL'fDATE FLORIDA u..y 4x167 6 SHEET 6 10 4F 18 SEE END WALL CONNECTION DETAILS ON SHEETS 110A. 13 Ii INSTALLATION WITH SEE NOTES ON HV LOCK OR (f�* HV BLADE W/ ALTERNATE LOCKS OR ON SHEET 4. HV CENTERMATES 0 & INSTALLATION N WITH V BLADE W S� & �AT� 0 R CENTERMATES 3/'3 1 V VOGSTING G-LASS SCALE 318-=l- SEE LIMITATIONS OF USE FOR Fo-u-11 F-IN-] ON SHEET 18. SEE END WALL BLADE CONNECTION OR DETAILS ON SHEETS ANO X(I) 10A, 13 & 16 -- -------- ——--—-•-•.--•----_---_-•----_—_ 7--- ------------- 7. 1/2 MIN.SEPARATION OR(�)OR(�)+(�)OR&(�) TO CLASS IARATION .1-SEPARATION (SEE SCHEDULES MIN.S 0 SEP W/INSIDE LOCK 10 W/OUTSIDE—1 TO ON SHEET 5) r-@ OR TO QAS OR(@ OR(R+(R I.!;(SEE SCHEDULE CLASS(SEESCHEDULE @(SEE SCHEDULE �o ON SHEET 5) ON SHEET 5) (INTERIOR) ON SNEETS5) --- SEE END WALL CONNECTION DETAILS ON SHEETS 10, 13 16 T@ OR -0 �@OR 0OR@ OR1 13 14 9 OR 0OR rRIOR) (EXrERIOR)OUT D(TE SECTION AT END SECTION AT OPPOSING (DIRECT MOUNT) fl) SECTION AT SYMMETRICALCENTERMATES W/ LOCK OR ME END 2"x2".1/8'xO"- 1 Cz CENTERMATES W/ CK n16 09 CIDIM-00H (6063-RI AAL110"Y)ALLUM. OR(�)OR&00R(�)—----- TAILS OR SHMS W/(2) 114e'O VMM-WN ANCHOR 10A. 13 16 ANGLE 'flo.3/4-S.M.S.0 12' SEPARATION MIN.SEPARATION OIC.FULL LENGHT. 0 CLASS TO GLASS 0 OR OR @+(g TO CLASS W/INSIDE TO GLASS W1 OUTSIDE (SEE SCHEDULE$ (SEE 5 EDULES F-1 N-1 LOCK(SEE SCHEDULES W/ ONLY FOR SECTION ID ON SHEET 5) ON SCHHEr 5) (4)#10xl/2-S. S.TO OR(2)Ha) _T AT EACH r TO CONCRETE(Mwp/�wff -1/2 OR OR(a)+ I MIN MIN.SEPARATION MIN.SEPARATION —- -—-—-—-— 11--/--- --—-—-—-—-—- 1/2- 13 14 1 OR OR 6—A 15 1_U SECTION AT SYMMETRICAL SECTION AT OPPOSING 'W @ SECTION AT -CORNER PO OUT CENTERMATES WZ LOCK CENTERMATES Wj LOCK 6`• --- FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) A. 2015 EASTERN METAL SUPPLY.iNc. BERTHA HVA" Accordion Shutter System 71 71L7 R-7C70 , AS.S,A. H.V. h3 W/OR W/O H.V. NDON BADE 43 American Shutter Systems REV.Re, DESCROFMO DATE I DRAWN BY-N.L. R TILLIT TESTING & ENGINEE ING COMPANY STATE OF Qz z- 6=N.W.35th.SL,%o.JW,VL%I"QARD�.FLORM M16C Association, Inc. I OLD 13-MI 4113/15 DATE:04/13/15 Phone:(305)871-ISM.Fax:(305)871-1531 4268 Westroods Drive 2 — DRAW o7 ING No West Palm Beach, FL 33407 a ES-00067 9 S WALTER A. 11LUT J,P.E. 4 15-086 P.E. S a�DATE FLORIDA U..j 44167 5 SHEET 6 11 OF 18 END INSTALLATION INTO CONCRETE OR CONCRETE BLOCK WALL* CURED CONCRETE POURED CONCRETE SCALE 8"-1 OR CONCRETE OR CONCRETE URED CONCRETE BLOCK WALL REQUIRED BLOC Po 'K WALL REQUIRED 7:" OR CONCRETE POURED CONCRETE OR BLOCK WALL REQUIRED -1 0 CONREIE-1�TNG GLASS 14 C CONCRETE BLOCK WALL EXISTING GLASS -ANFHDR,P O-C: • 11> EX MIN... ISTING CLASS FEKISTING GLASS k 1116.3 MAX, (LOCATE AT '=tV (6063-TS)CONT. 4-USE 1-OR 2'NV (LOCATE , K EITH IDE ALUM. CLOSER (AS APPLICABLE)x2",,.X�,,-.'- OF(g PLATE EITHER II)m 2 Usk ALUMINUM CUP ANGLE (6063-76 ALLOY)AT MIOHEIGHT -—"—'----------- w/ —-—-—-—-—-—- #10x1/2- M S 111,11/2* IW/(1) #lDxI/2*S.M.s�TO(V --—-—-—-—- -—-—-—-—-—- &(2)1/4"0 ANCHORS TO WALL 9 0 16"'O.C. *1 AT I-OX. (LOCATE AT EITHER OR@ SEE DETAIL X fad 9 SIDE OF(9) TT L O.C.V SIDE CONNECTION OR@ SEE DETAIL LNECTFO CO .V(0) TO TRACKS SEE DETAIL . d- SIDE TO TRACKS 0 OR(3)OR@+ 1 0 XR9 SIDE CONNECTION 0OR@J 0 TO TRACKS OOR(�)OR@+OORV OR OR @+(�)OR(1��OR OR(P)+(g 2 OR(�)OR(��)+(DOR@ OR R@+(5)OR(D+(�)OR(gOR(p+6�) OR OR(�)l 5 OR (A) (�)- 5 5 OR (�) END CONNECTION DETAIL END -CONNECTION DETAI END CONKICTION DETAIL END C9114NECTION DETAIL REQUIRED ONLY FOR SPANS GREATER THAN 12'-0" POURED CONCRETE OR EXISTING ----------/--EXI"NG GLASS CONCRETE BLOCK WALL REQUIRED -- --------------- 9 16 Od. �) OR OR -1/470.,CONO3EIE,! /2'MIN. y C%---------- (4)OR( 1/4"9 e0z?Ek OR(�)OR(g ANCHOR Q-46' (2) (2 -—----—-—- MIN. j "-2., OR(�)OR(�)O VIEW 10 PLAN OR OR�OR DETAIL X D OR POURED'CONCRETE OR ( CONCRETE BWALL OR(I) LOCK REQUIRED OR(�)tT OR • BLADE Q!q SEE UMJEATIOONNSSHEET OF U18.SE FOR OR OR @+O OR 0+O OR OR(+50 i END CONNECTION DETAIL END CONNECTION DETAIL FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 0 2015 EASTERN METAL SUPPLY, INC. BERTHA HV`m EN 4 1 LTECO Inc, KV.SLADE',pe W maw DAM 0 Accordion Shutter System A' S.S.A #3 W1 OR W RV.W American Shutter Systems RV.K, 0 M.L r!% T TESTING & ENGINEERING COMPANY _ESQnMON DATE DRAWN BY, TATE OF M15 N.W.33-n St..sto.305,VWM"GWOENS,FLORA 3316C Association, Inc. I OLD 13-031 4/13/15 DATE 04/13/15 Ph.r. (305)871-1530.Fox:(305)871-1531 4268 Westroods Drive 2 —— DRAWING No West Palm Beach, FL 33407 3 03-005711? 4 15-086 .S .... WALTER A.TiLar Jr.PX. FLORIDA Llt-�0"187 5 SHEET P.E. E/DATE 13 OF 18