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Home My WebLink AboutProduct Approval Opening 1. Accordion Shutter (Front Window) �v C Jo O a Ur M LL m O U Ctv ?� y c a. j C) LL W o O COPYRIGHT E-TENPEGT.CON SCALE: NOT TO SCALE DATE: Sep 25,2017 PAGE DESCRIPTION: Site Plan PAGE: OF 1 1/2Q12015 Florida Building Code Oniine - f� 4-,tAt T i 1 t r.• { j t} i7 z t. za� _ �1._.+-cam •"„J'�=. X. .. M f . --- ^':err r�_d_�ss�:..a i 1��rn+�.•+*.:<.,.a BCI.S Home Login Registrations I Hot Topics Submit Surcharge f Stats&Facts Publications FBC Staff { BCIS Site Map Links Search { POO,DeDaVeot_p�° i Product Approval PCOfessi ti 'R USER:Public User Regulation -" - Product Approval Menu>Product or Application search>Application List>Application Detail FL# FL1850-RIO Application Type Revision 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 Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Regis t�red Architect or a Licensed Florida Professional Engineer .d: 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 Validation Checklist-Hardcopy Received Certificate of Independence FL1850 R10 COI HV Accordion CI HVHZ.pdf Referenced Standard and Year(of Standard) standard Year TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code I ;r Product Approval Method Method 1 Option D fDs:/twvm.loridabuiidina.ora/r)r/pr app dii.aspx?param=wGEVXQwtDgs9%2f%2ffCOhpJQoeIShOCDrfdBDPfc3iFpHgWr4gNQInQa%3d°/pad 112 /2015 Florida Building Code Online t Date Submitted 04/26/2015 Date Validated 04/28/2015 Date Pending FBC Approval 04/29/2015 Date Approved 06/23/2015 Summary of Products FL# Model,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 Rio II A.S.S.A. INC drawing DRWG 15-081 Ddf 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 R10 AE A.S.S.A.INC. P.E.R DR%VG.15-081.Ddf 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 H A.S.S.A. INC. DRWG.15-079:Ddf 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 FL1850 R10 AE A.S.S.A. INC. P.E.R. DRWG.15-079 pdf psf positive ASD load w/o window blade, 16'-0"for 30 psf Created by Independent Third Party: Yes negative ASD load for HV1 blade w/o window blade 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 other spans 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 R10 H A.S.S.A. INC. Drawing 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 FL1850 RIO AE A.S.S.A. INC. P.E.R DRWG.15-080 Ddf 14'--9"for 30 psf ASD negative load depending on Created by Independent Third Party: Yes centermates and locking rod configuration for the HVI blade, 8'-0"for+64, -72 psf load for HV blade for Keystone mountings T0"for+75,-75 psf for metals stud mountings and 8'-0"for 110 psf. for HVl and HV1A working in unison. See sheets 7, 11,20 and 19 respectively of installation drawings for other spans and pressures. Sark idext Contact Us::194D 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 mall.If you have any questions,please contact B50.487.1395.*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: $CCUTItC.'•Ti.i.�.F'S '/wwwAoridabuildino.Dro/Dr/Dr ago dtl_asnx?naram=wC PVXC)x& fnncA"/?FD/9nr.nhnlr) alChnrnrrfiRnr>f TH-11-I11T TESVIID31 cG cow J bUMV WALTER A.TiLLI'T,JR,P.E. tilteco@aol.com FL PR License No.44167 PLER License No.0006719 PRODUCT EM LUL IT IO IM REPORT REPORT NO.: 15-0415:02 DATE: April 15, 2015 PRODUCT CATEGORY: Hurricane Shutters PRODUCT SUIS--CATEGORY: Accordions PRODUCT NAME: ' Bertha H.V. Accordion Shutter System HV Blade 1 W/orWID HV Window Blade SUBMITTED BY: American Shutter Systems.Association, Inc. (ASSA) 4268 Westroads Drive West Palm Beach, Florida33407 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Tillpit, Jr., P.E. (System ID # 1906) as a Revision to FL '1850.1 to the American Shutter Systems Association, Inc. (A:S.S.A-), based on Rule Chapter No. 6IG20-3, Method 1D of the Florida Department of Business and Professional Re9lulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2014 fifth edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions. 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT (P.IE.D.):_ Drawing iso. 15-080, titled "BERTHA H.V. ACCORDION SHUTTER SYSTEM",HV Blade #1 W1 or W/O HV Window Blade, sheets 1 thru 20 of 20, prepared; by Tilteco, Inc.; signed and sealed by Walter A.Tillit, Jr., P.E.; dated 4115 91§7 N9, signed is an integral part of this Evaluation Report. till /11, 11L.11 • @.J ` ..��° °saw 76 6355 N.W. 36th Street, Suite 305,Nlia3ni, Florida 33166-Phone;;(30 J A ax- (305) 571-1531 ]PRODUCT EVALUATION R]EFORI T iINO..15-0415.02 2 2:2. TEST REPORTS: For HV Blade I Large missile impact and cyclic Loadings under ASTM E 1856 and ASTM E 1996 as well as Protocols TAS 201 .and 203, as per section 1609.1.2 of the Florida Building Code. Uniform Static loads in accordance with Protocol TAS 202. Test reports prepared by American Testing Lab of South Florida, Reports No. 0214.01-03 and 0715.01-03, dated June 27, 2003; and January 21, 2004 respectively, signed and sealed by William R. Mehner, P.E., and Henry Hstten, P.E., jointly with ATL Reports # 1004.01-05 dated 11/16105, signed and sealed by William R. Mehner, P.E.# 1.214.01=05 dated 12/20/05, signed and sealed by Henry Hattem P.E. per protocols TAS 201,202 and 203 completed with RTL Report #'0317.02-06, dated 05123106 Signed and Sealed by William Mehner P.E. also per Protocols TAS 201,202 and 203. Tensile test as per QC Metallurgical Report No.3DM-388 dated May 20, 2003; signed and sealed by Frank E. Grate Jr., P.E., as per ASTM E 8. Report No. 11 CM-223, dated 03104/2011, signed and sealed by Frank E. Grate Jr.,P.E., per ASTM E-8, as well as Reports # 10FM-718 dated June 22 2010 and Report# I ICM-23 20 p p 3, dated 034 O1 11 signed and sealed by Frank E. Grate Jr. P.E. as per ASTM E-S Additionally, Report No. 0210.01-11, dated 02/11/2011, signed and sealed by Henry Hattem, P.E. and # 1220.01-10 dated February 1, 2011 signed and sealed by Julio E. Gonzales P.E., qualifying stronger Blade 1 with testing of HV Blade 3 (weaker) for Keystone mountings. For HV Window Blade 1A Large missile impact and cyclic loading under ASTM E-1886 and E 1996, as per section 1609.1.2 of the Florida Building Code. Uniform Static Loads in Accordance with ASTM E-330 per Section 1710.5.3 —lest reports prepared by American Testing Lab of South Florida, report# 0505.01-08 signed and sealed by William R. Mehner, P.E. , and Henry Hatten P.E. Testing for polycarbonafe Bayer Makrolon 3103 for fire burning characteristics, per sections 2601, 2602, 2607 and 2614 the Florida Building Code, per ETC Laboratories report# ETC -07-1095-19015.1, dated 12114107, signed and sealed by Joseph LaboraDoldan P.E. Testing for Polycarbonate Bayer Markrolon 3103 for Weathering /(UV exposure) per ASTM G-155 and ASTM D-638, per section 2614 of the Florida Building Code, per ETC Laboratories report # ETC-07-1095-19015.1, dated 12114/07, signed and sealed by Joseph LaboraDoldan P.E. Tensile test as per QC metallurgical Report#8GM-693, dated July 21, 2008 signed and sealed by Frank E. Grate P.E. as per ASTM E 8. Qualification for Sabic Innovative Plastic Polycarbonate with resin 103, equivalent as per letter issued by Sabic, dated 7/17108, addressed to Eastern Metal Supply Inc, to approved #9034 sheet grade with Miami Dade County Approval addressing the burning characteristics, weathering and structural (mechanical) propertiflo-Off ora„000 a Fin o t v > 4 _ 1 • � a -__--_-- _ . ' PRODUCT EVALUATION REFORT NO.15-0415.02 3 � 2.3. STRUCTURAL ENGWEERIMG CALCULATIONS: On Bertha H.V. Accordion Shutter System f(?r maAmum shutter span vs,. design Wind load, a~well __ maximum anchor -,a_n~ vs. design h section 16 161 of the Florida o"/ rational and comparative analysis, and - accordance -t Building Code. Calculations prepared by Tilteco, Inc., July 31, 2006, May. 2008, July � | 20/1Gictober 2' 200 Au'x 2' 20/ / and August 8, 2.1 ' signed, 3. MISSILE IMPACT RESISTAMCE-0 Large mTs—sffWi7mpact under section 1609.1.2 of The Florida Building,Code as per ASTM E 1886 and ASTM E 1996, as well as Protocol TAS.201 ( for Blade I a d HV blade I qualified -�thru HV3 , Weaker Blade For Keystone � and E 1996 (for Blade 1/\L 4. WND LOADS RESISTANCE. � ' ~~.~...~. S.~^.. _/---.' has -__ verified to sustain wind pressures. Shutter Span for HV Bla.de 1 shall be as indicated on sheet I I of 1 20 of product Evaluation Documprit (P.��.D.), Drawing Mo. 15-080 at detail "M" on Sheet 7 (for Key�tone Mounting "M"), 20 (for metals studs) and 12,13,14,15 oi'��20 of Product Evaluation Document(P.E.D.) , Drawing Mo. 15-080. Ma)dmum shutter Span and anchor spacing for Window Blade 1 A shall be as indicated on sheet 19 of drawing' No. 15-060. ror HV Blade I Shall be perf6rmed strictly in accordance with the details Evaluation Document (P.E.D.), drawing No. 15-080. Minimumisepar6tion to gla!�s shall be as indicated on sheets 11 of 20 of Product Evalu .,ioh Document (P.E.D.), drawing No.15-080. Requirements for use of locks and/br locking rods shall be as indicated on Notes 5of 20 and note 10 on sheet 1 20 of Product Evaluation Document(P.E.D.), drawing No.15-080. o�l The HV Blade Worki'ng in unison with Hv Blade 1A, shall be perf8rmed strictly in accordance witth limitations included on sheet 19 of drawing No. 15-080. Minimum separation to glass shall be as indicated on sheet 19 bf drawing Mo. 15-080 6. MATERIAL CHARACTERISTICS AND SPECWICATIOMS.- is Shall be strictly in accordance with General Notes and Componan indicated on 08 --._--- ' through_- ' of_- of Production Document_- `' '_' 15~080. Anchor specificationsfor H\/Blade I shall be as indicate I d on sheets 13, 15, and 20DF20OƒProduct Evaluation Document/PE [] 041 N.TILQ . ~"=rn=- «v` -�_� - 1 �� PJl ODVCT EVALUATION REPORT NO.15-0415.02 4 7. U ATIOMS AND CONDI IOMS OF USE. 7.1. Shall be strictly in compliance with General Notes No. 1, 2, 9, 1.0, 11, 12 and 13 Indicated on sheet 1 of 20, of Product Evaluation Document (P.E.D.), drawing ®. 15s0�0 prepared b T'ilteco Inc. and signed and sealed b Walter A. Tillit N P p Y � 9 Y Jr., P.E. 7.2. Product M2,v be installed within HIGH VELOCITY 'HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, wood framestructures, and Metal stud walls. 7.4 Limitations of use BladQ HV1 USED in unison with blade HV1A shall be as per sheet 19.of 20 of drawing No. 15-089. Product Evaluation Report Prepared -by Walter A: Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida EB-0006719). mm, GENERAL NOTES: 1.BERTHA H.Y.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P-ED-)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(5th EDIDON) -�•�+ OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT NIGH VELOCITY HURRICANE ZONES. TABLE OF CONTEN I S 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 DIRECTIONAUTY FACTOR 10d0.85,USING ASCE 7-10 AND 5HALL NOT EXCEED THE MAXIMUM(A.S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15,19&20. AREA 1• HV.BLADES(1)1tc (fAl IN ORDER TO VERIFY THE ABOVE CONDITION.ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BF,FIRST REDUCED TO A.S.D.DESIGN WIND LOADS ' BY MULTIPLYING THEM BY 0,6 IN ORDER TO COMPARE THESE W/MAX.(A$0)DESIGN PRESS('1RE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20._ GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 IN ORDER TO V17ZIFY THAT ANCHORS ON THIS P.ED.,AS TESTED,WERE NOT OVERSTRESSED,A 33 X INCREASE IN ALLOWABLE LOADS FOR WIND LOADS WAS= USED IN THEIR ANALYSIS. BERTHA SYSTEM COMPONENTS 21-37 SHEET 3 N.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND CARGE MMSILEf IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38^44 SHEEP 4 -HV BLADE(D 60214.01-03,#0715.U1-03.#1004.01-05,#1214,01-05. #031742�06.#0609.01-10 AND#0210,01-11 AS PER TAS 201,TAS 202 AND TAS 203 PROTOCOLS &((1220.01-10 AS PER TAS 201,TAS 202&TAS 203 PROTOCOLS LARGE MISSILE. AREA...2: HV BLADE(1)AND HV WINDOW 15LADE -ITV WINDOW BLADE (ED X0505.01-08 A9 TAS 201,202&203 PROTOCOLS AND 0725.01-08 AS PER TAS 202 PROTOCOL (WHERE APPLICABLE) TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 2.HV BLADE O AND HIV WINDOW BLADE (9 ARE ENGINEERED TD WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19. INSTALLATION DETAILS A-F.CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS G-M,CONCRETE/BLACK SHEET 7 J.BERTHA H.Y.ACCORDION PINS(HV$CREWSa}.USED AT GLADES KNUCKLE AND FOR DIRECT MOUNT CONjJECTLON TO TRACKS SHALL BE#14X279 AND#14X1.76 flEsPECTIVELY.410-HT MINIMUM CENTERMATE DETAILS HV SHEET 8 SERIES STAINLESS STEEL.SCREWS WITH 135.0 ke1 YIELD STRENGTH AND IBD ksi TENSILE STRENGTH.PINS SHALL-BE COATED WITH BERTHA HV D,ACROSHIELO COATING SYSTEM AS MANUFACTURED BY SHEET 9 EA APPROVED COATING APPUCATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BR THE HV MARKING ON THEIR HEAD. CENTEftMATE ALTERNATING DETAILS HIV 4.ALL ALUMINUM EXTRUSIONS SHALL SE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-TES ALLOY IS 31.7 ksT AND 35.7 kei END CONNECTION DETAILS 1'-6,CONCRETE/BLOCK SHEET 10 FOR 6005-TS ALLOY. MAXIMUM SPAN TABLES SHEET 11 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ASI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 W MIN,YIELD STRENGTH ANP 90 M MIN.TENSILE ANCHOR SCHEDULE- CONCRETE SHEET 12 STRENGTH AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 241t.3.3.4. ANCHOR SCHEDULE--CONCRETE SHEET 13 6.BOLTS TO BE ASTM A-30T GALVANIZED STEEL.OR ANSI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ka,MINIMUM YIELD STRENGTH. ANCHQR SCHEDULE-CONCRETE SHEET 14 ANCHOR SCHEDULE- CONCRETE BLOCK SHEET 14A 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS%HIV BLADE Q: 12,13,14.14A,15 AND 20 ANCHOR SCHEDULE-WOOD SHEET 15 HV BLADE 0&® WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS M-R,WOOD SHEET 16 INSTALLATION DETAIL$S-X,WOOD SHEET 17 8.THIS BERTHA HV.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT J'G'779,582 COMPONENTS OF THIS APPROVAL ARE COVERED. IN WHOLE OR W PART BY U.S.PATENT#5'456.179 ISSUED TO END CONNECTION DETAILS 7-12&X,WOOD SHEET 18 EASTERN METAL SUPPLY,INC_ 9.IT SHALL BE THE RESPONSIRIL.ITY-OF THE CONTRACT98 TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHETS SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAQL9 ALL SHUT(ER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT'WDH THE BUILDING TO PREVENT WINO/FAIN INTRUSION. AREA 3: HV WINDOW MADE A ONLY 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DURING'PERIODS OF HURRICANE WARNINGS HOME OWNER.TENANT, OR OTHERS.MUST PROPERLY CLOSE ALL TYPICAL SHUTTER ELEVATION SHEET 19 HV AND HO CEN1'ERMATES AND ENGAGE OR LOCK ALL HV AND No LOCKS. 11.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 BURRING CODE-�- -„ ,•__-.,_++__ .. _ ._ $TEA A� HV WINDOW BLADE 1 ONLY 12 BERM RV.ACCORDION SHUTTER SYSTEM'S INSMA11ON SHALL COMPLY WITH SPECS INDIGATEO IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT 15 APPLIED TO, INSTALLATION DETAILS, METAL SND WALLS SHEEP 20 13. (a)THIS PX-O.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE 5AFE1Y OF THIS PRODUCT, BASED ON THIS P.ED.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON 11415 DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY, (a)THIS P.E.O.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEW. THIS DRAWING SHALL.ONLY DE USED TO I OBTAIN PERMITS IN THE STATE OF FLORIDA it (d)SITE SPECIFIC PROJECTS'SHALL BE PREPARED BY FLORIDA REGISTERED ENGINEER OR ARCNRM WHICH WILL BECOME THE FNOINEEI OF RECORD UOMrr) FOR THE PROJECT AND WHO PE WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.. ENGINEER OF RECORD,ACTING AS A OE GATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMNT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. , (a)ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. �QigtT @Pelacit HUrdcane Zone 1tJ` 1:J0-2011�5-F-STERN-METT�AtL77 SU _. PPLY.-INC._:. - \(jENSs, '. E1113U11TEMLFW& V TM ZTrur-= uti�c. n S.B.Am .Accordion Shutter System N.V.BLADE#1 W/OR W10 H.V-V&DOW BLADE r American Shutter� Systems REVA4. DESORIPTION DATE DRAWN BM.L. YL M. . � •4 TILLIT TESTING & ENGINEERING COMPANY Y t Association, inc. I OLD 11-193 4/1011' DATE 04/10/15 �' ��•• 6355 MW.30th.SL.St.305,VIRGMIA GARDENS•FLORIDA 3316 �,,-- phare: 305 871-1530,Fax:(S 871-1531 4268 WnsL Ronds Drive 2 ` t } DRAWING No .-Mail:Bltec06a01.0arR West Palm Beach, FL 33407 3E1 SIQNAI: EB-0006719 Phone: (800)432-2204. Fax: (561)209-8380 4 15'-OPO WALTER A.TILLR Jr.P•E P.E.SFAL%SICWATURE/DATE FLORIDAUn.#44167 6 SHEET 0 1 OF 20 VARIES h" 7./FOR WINOON GIME® gs @ r ' 1.910° 1'QO±- l e' zgM1 o 'b'�iri R rn Max. N An .09 4.371 gs54' 4.385' dh$B' - 1 FIV SOLID BLADE .375• mkvSTARTER O �HV UNIVERSAL FLOATER QUALIFIED FOR USE W/ COVEREDUNDER US PATENT # 5458179 gUAL1FIEp FOR USE W/ HV BLADE 1O 'G.HV DIRECT MOUNT HV BLADE 1Q 'IQ HV WINDOW BLADE 6005-TS ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADE'1 .37 ' c *SEE LIMITATIONS OF USE OF BLADE ®ON SHEET 19 6063-T6 ALLOY AND TEMPER .124' 6063-T6 ALLOY AND TEMPER 3.226" .085" 70" y� 2.670• 3.555" •994• T.9.2al " ry 670' 2.226" �2• "b .o 'bv 411 o 815' .0o.o7z 0.07• HVADd. ADAPTER W/LIP 4.436• ry 375- 3.226' QUALIFIED FOR USE W/ HV ®HV WAS,K-OVER TRACK ©HV AN. FLOOR TRACK BLADE 10 QUALIFIED FOR USE W/ HV 9O HV TRENCH TRACK r 3.750" 6063-T6 ALLOY AND `TEMPER KkE(1 QUALIFIED FOR USE W HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADE1�ONLY. @ HV RAINGUARD BLADE Q 6063-T6 ALLOY AND TEMPER QUALIFIED FOR U E W/ HV 6063-T6 ALLOY AND TEMPER VARIES .938" BLADE 1 1.9 5' VARIES 1.936" 6063-TG ALLOY A D TEMPER h Gx. 1 ax 1917". o 083" 083" ,083" .083` r .100" .060" ^� .060" rmi fi70 •� N .093" .093'o r G70 1.666" �Ztb 6703.529° 3.520" •o 3.5 70 �o 1 HV HEADER.SILL 11 HV CEILING HEADER ® . / � 13 'HD CEIWNG HEADER/SIL L• q�LIFIED FOR USE W/ HV BLADE(1 ONLY, gUALIFIE6D63RT6SALLoY ANpBEMPEROONLY QUALIFIED FOR USE W/ HV BLADE 1� 94 HD WALL HEADERfSILL SEE SECTIONS FOR VAUDr[Y. SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-Tfi ALLOY AND TEMPER 6063-T6 AFLOY AND TEMPER ' BLADE0 ONLY. 6063-T6 ALLOY AND TEMPER COMPONENT A B T1 T2 MN%MNYMN.t X Yk 1" 1' 0.062` 2" 5"MAX 1/8• 1/8' 2" 2" 0.125' 77 3" 3" 0.090" �,�., 1B 2" 5"MAX. 0.192" 0.192" (I OJ SDE ANGLES Q ALIFIED FOR USE W/ HV ALUMINUM ANG ES 19 2.5° 7^MAX. 0.190" 0,190" 0 CORNER POSTS BLADE(1) QUALIFIED FOE,USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADE 1 ONLY, ® 2" 5-MAX. 0.139" 0.131" BLADE01 6063-T6 ALLOY AND TEMPE�i6063-T6 ALLOY AND TEMPER bl �BIOCIty Hurricane pone Qp000PA ii°Ji mop FLORIDA BUILDING Il 0 .•�°G • _ 22015 EksfERNMETAL SUPPLY, INC. EQ15�ITHk bVTIM A. pis Accordion Shutter Systems. o 6J LS © u da c. . -. 0 D o H.V. BLADE#1.W/OR W/6 H.V.WIMM BLADE a "5 ❑ Shutter Systems REV.N° DESCRIPBON DATE D .� American DRAWN BY. ALL. Y d �I TICCIT-TESTING ¢t ENGINEERING COMisANY D STAssociation, IOC. I OID 11-193 4 10 15 GATE 4/lD 15 .DF ,G6 6I aMGEN9FLORIDA 331O / F / S 6155 N.W.]fiw.SL,71 .VIR NIA FlA ��'v 4268 West Roods Drive z _ Phone:(705)071-1530:Fax:(305)871-1531 DRAWING No West Palm Beach, FL 33407 9 5-080 e-mgil:tilEaco®oai.cam S �ss•..."" •'•�\ EB-0008719 Phone: (800)432-2204 . Fax: (561)209-8380 4 /®AIAL ti� WALTER A.nLLrr J.P.E. P_Ef 5'IX/SIGNATURE/DATE FLORIDA U.H 44167 2 SHEET G OF 20 • I a.676" 4.660" .929" . 2.293" .74$"� .745' 2793' 1/4-20 IE GST 33' THREADED K }A ia 6tCtFiMEV42f/4"-Z0 THREAD® i- � 'ED CtsT 'S4pn o yp0 •� M (2 TTp) " SING FJIAMEL ROI o a "o o a' ED N 1$ g m Ea PAINTED TURN JKNa875' U(- 1.325" y� .316 0 _.__ _ • _ ��4¢'Ro, •— "''o v NDER ✓t KEYS(CHRSPASS OME (CHROME PLATED) 2f NV CERTERMATE PLATED) QUALIFIED FOR USE N!j 4V BLADE ,O@ & ONLY C s. yao sp. ,.3zs HV LOCK HV EGRESS LOCK 6063-T6 ALLOY AND TEMPER QUA�ED FDR USE Wj HV GLADE t & ONLY .--3:Q23" s7s" m QUALIFIED FOR USE Wf }iV QUALIFIED FOR USE W/ HV ��^--��,,, BLADE 1 & ONLY. BADE 1 & ONLY. 6063-T6 ALLOY AND TEMPER R RMA O _ Q AUFIED FOR USE Wj HV BLADE 1 ONLY 254 O.D. t6" 2•�" 6063-T6 ALLOY AND TEMPER PLASTIC HEAD "moo ,� 1.56' 7T_ 2. MOLDED TO h_p 5" SCREW r 9.:979' .53' .^•' y o 2 µ 360"AFTER RIVETING 1 f 4"-20 6 x 3/4 BEFORE RIVETING sem; THUMBSCREW 114"0--26 RIVNUT* ID Og^ *SERIES 9441 ALULNUM(2024-T3 ALLOY)LARGE FLANGE THIN I 275D2.780' I " o SHEET NUTSERT,PNS¢0620,As MANUFACTURED 6Y AVDEL PLMFRONT ELVAnp" }jV,•MALE "T" LOCK CENTERMATE � 566 .822" CHVW Tr7CfORN,PARSIPPENY.NEW JERSEY 07054 OR EQUAL. I �K C_ ERMATE QUALIFIED FOR USE W HV BLADE 1 ONLY HV FEMALE T LOCK CENTERMATE ® HV ALTERNATIVE LOCK Q LOCKER FOR "T" FN / " "' "THV� OCi< 6063-T6 ALLOY/ TEMPER QUA FLED FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADE tOONLY QUAL(F(ED FOR USE W/ HV @L.ADECI�ONLY W/HV 6LADEQONLY. BL.ADEQONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPS 1.97 1.97" S" ro 3.161 .0 ' ��111QQQ �1HUMSTURN KEY CYLINDER tmO lie » K m n n N 0.675'Min. ' .3� t`i o �3 iy • o m , .125"Max. CE ROP QUALIFIED FOR USE W/ HV BLADE I &I& QUALIFIED FOR USE W/ HV BLADE 1 &QA) ' R 844 6063-T6 ALLOY AND TEMPER 6063-TG ALLOY AND TEMPER HD C3J // � VARIES 12"MIN. 1.30" QUALIFIED 3FOR USE W4 TEMPER HV E 1 &0 � TNUMTRURN —,;,C $+-2a S.S.DR 3/6'+-15 ADET%AMDSCRL,YS. *1/2" '� w-DER {SEE DEOVLS} go OR KEY tf5 m 1;57,Min. CYLINDER '44OC ]LKING ROD Is 75"m HD LOCK QUALIFIED FOR USE Wj HV BLADE(D C1 HV 3/8"4)-1 B ACETAL 3 HV 1 f 4" 4) 2D AISI 304 BY REGENT HARDWARE MORTISE LACKS SERIES 2333 HOOK BOLT LOCK. 6063-76 ALLOY AND TEMPER THUMBSCREWS - RIES S.S, THUMBSCREWS QUALIFIED FOR USE Wj HV BLADE TO& LOA --- �d_ 5,iNSTALLATlON_YtEli REQUIRE'A 7 16"-HOLE QUAUFIED-FOR USE.W/ HV BLADEQ _QUALIFIED FOR USE W/ HV BLADE Q D ILLEp AT TRACKS FOR PROPER-EMBEDMENT - FLORIDA BUILDING Hi h Uelocity Nurriaane Zone, 4 9ael ��Vc..» .ry`� ns S7111ITln A L{"LI I7 TM AcY.-INCL ----- =ut � ' e� cordion Shutter System ,O} y� $ A t7 q d Q Gi HV. BLADE JP1 Wj OR W/0 KV. WLNDCryV BLADE SYu TiLLIT TESTING & ENGINEERING COMPANY '4 �YIcOtY S$Uff�Y Sysf©PTtSs REv.Ho OcscRIPCLaN DATE DRAWN et: N.L. ' &T sass N.W.35SL,.ssfe Sas»VIRGINIA GARDENS.cnRaENs,F DR3319 Assoclaftoh, Inc. 1 OLD 11-193 h/,D/ts OAT[ 04/10/15 AT- Phona:(305)671-1530.Fox,(305)671-,531 4268 West Roads Drive 2 »"((��I�P+,,•' i —M.11;UILeca0ao6com West Palm Beach, FL 33407 3 gDRAWING NO ;• <y t E6-0005719 Phone: (800)432^2204. Fax: (561)209-8380 4 `5-080 /yn �,`�,, •�•, WALTER A VUJr Jr.P.E, �P 'SOiI Gl�A9 LEpLDATE FLORIDA U.d 44167 3 SHEET 3 OF 20 SHUTTER ASSEM^BLY' SCHEDULE FOR HV `y, H V 12°MIN. CE 1HV BLADE 1 tD 41 40 TO BLAGE T P I 8625' lA I675" 1g) HV BLADE 1A \ FIV WINDOW BLADE °62 ax x .D625R 0625' BLADE'S .1675• ;au Y HV LONG RECESSED NYLON BUSHING r KNUCKLE OM OPENIN 0625 I 39 a 3 (TYP) D,a62s` .. ® HV SHORT RECESSED NYLON BUSHING i a 40 HV NYLON HAT WASHER (DOR ® c.•N y Fur eDArsnoN E TLTUDR Rt,7 Dpi 41 HV WHEEL CARRIAGE AIS( 302-303 SERIES I + N 4 40 n / 3750" .�_ A4 /mz.Iso" n 0.870"x3/16" THICK NYLON WHEEL. 3 I�I I @ a 2 7/6^MIN. FIV WINDOW CLEAR 0.188"0 AISI 302 SERIES S.S. RIVETS I ' ' 315"0 SEPARATION d3'00 ~ 3,7600• ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD x` EXTERIOR � PNIN BETWEEN f 5 3/4"25^ °625° To OPENINGS ON G S_KpoN T-Y ®3 HV 2 3/4" ACCORDION PIN W/ 8 HEAD 41 �4 „�0 �4 r PmFamp°F°Pvpnnx 2 1/4” POLYCARBONATE IMPACT RES STANT HV WINDOW 'i cLFal1 ® 1. I I BEEN TYPICAL HV WINDOW BLADE I�AI AND j 39 3 POLYCARBONATE HV WINDOW DETAIL ®3 @OR (B ® or@ N.T.S. - (SEE NOTE FOR REQUIREMENTS) OOR ® I rRFIN NATE IMPACT RESISTANT HV WINDOW ROLON 3103 POLYCARBONATE 12•MIN.CL CE -STABILIZED GRADE OR SABIC 1JV PIN REQUIREMENM AT EXTERIOR BLADZ KNUCKLE FORY TO BLADEB M PLASTIC LEXAN 103 RESIN �F,aI "F" ON SHEET 19). (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR3® NRO I Lx BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W 1 3 / HVO OR ® POLYCARBONATE SOURCES FOR HV ® BLADE. TYPICAL SHUTTER ASSEMBLYEXTERIOR APPOCA&E RPSVLi TYPICAL PROPERTIES gr/Npq�p N.T.S. HV PIN 42 OR 43 AT RffDLE110E /s®.s rvmma''� (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT EXTgIOR wypuN=m '+W� EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1D 00.32h" BLADE'S KNUCKLE. EkDBrL (SEE NOTE * FOR SPECIFIC CMNN1f ASTM WB2 (3.04I Ib/In 0.073 Ib/In BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. D4 ^ 3 REQUIREMENTS) TENSILE YIEi.sinmenl ASW Dna. 9,400 pat 9,5(30 pat FLEXURAL S1RElND11 AT YLE2D ASRl DI90 12•SOU pal. 13.400 P.J. (3) HV PIN © OR ® W/ 1/2" O.D. 1/16" THICK S.S. WASHER 0 5 FLEXURAL NODULUS lSTMBTDU 340,000 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, e> 9 (Beam vet 3u,a(3D P1.1. SHEET O NDLCHEO BOD ASTM D" ID FT-Ib/ia 17 Fr-IbAh FlRE PIIRNIND(`HAa1GmN6T1C$• , WHEEL. CARRIAGE (DETAIL SMOIz DENSITT Amt C7e/3 4729 04.9 S MAX A$SEMPLY LAYOUT RATe OF BURNING ASIM VMS- C-1 CUSS 00.1 CUSS N..S_ SELF IGNITION ASW 01929 1040 T 900'F N'MpTUE9 . ASTM 6155 TENSILE(AR S 13EMRE WFATHIEnNg ASTM 0 0 M.I vaA. a o mat Us 11302 8640 p-L M1 HV BLADE SOLID & � HTV WINDOW BLADE DETAILS N.T.S. Fmy�iaaaAf/ FLORIDA.BUILDING HI h Velocity Hurricane Rona 50,4. /21 a ©2015 EASTERN METAL SUPPLY, INC. [� C�® o Accordion Shutter Sys�term Y H.V. BLADE J,.1 W/OR W/0 H.V.WINDOW BLADE TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems REv_Na DESGRIPf10N DATE DRAWN BY: ALL � :,•� a7�OF /� Association, Inc. 1 OLD 11-193 4/ta/1 DAre D7/1D/Is /t A N.W.36th.sl•,.1.30.5,VIRGINIA FN ..FLORIDA 3316 q/ k Phan.:(305)871-1530,Fax:(305)871-1531 1 4268 Wast Roads Drive Z s p e-moll;lilt—O.O.aam West Palm Beach, FL 33407 3 DRAWINGNo s70NAl i\�,,f�`l WALTER A TILuT jr.P.E. Phone: (800)432-2204, Fax= (561)209-8380 4 15-080 P.E.SEALJ310NATtdRQdfiE FLORIDA Ua.&44157 5 SHEET 6 4 OF 20 (5-0 ex NOTES ON Hy LOCKS AND CIENTERMAIM @.@ P69 G 1. WNUATQpX CONDMON_#J�ONE HV LOCK @ or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN @ @ OR 12*ABOVE OR 13UW 62 OF SHUTTER SPAN FOR SPANS UP TO 105',AND FOR INSTALI-ATICINSOT,ANY 6,1> (TI> (U,,D, Q ELEVATION. HV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,,ATTACHED To U, OR 5 aTE, CENTERMATES W1,2LI *.,'�-20 x 1/2"LONG FLAT HEAD S.S.M.S.LOCATION OF LOCK SHALL 13E AS ON TrPI.ALMA T T T T r SHUITTER ELEVATION. hnl I ji I I n I I I 1 11 n ma 0 1 in RNLY FOR I ING JNSIAI I AXIONFiig iq.0 OR ONE HV LOOK OR )W/TWO IV, AT ANY ELEVATION. MOIRIODS q9 AT TOP & BOTTOM SHALL BE JS ANY SPAN AND It' Al'" CENTERMATES W/ SME SPECIFICATIONS AS PER OR @ SHALL 13E ATTACHED TO )R MANDATORY I N # R 'J(S AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL _4v� SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE#3 ON SHEET 12. R S . OR MAY IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO W LOCKS . OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES RVI_- 9 4.g LOOR SHALL BE AS INDICATED ON NOTE (1) ABOVE 44— ! - it 6 0 ORION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. B 4, OPTIONAL CONDMON 92 MUD ONLY WH #11 OR LIMITED MAUDATORY CONDITION v 12 IS us LD= LOCKING I DS ARE NOT REQUIRED AT_�URRIGANE POSIIION, BUT MAY : NOT N CKIN, R DEVICE BE us HE ENHANCE SHUTTER I"MANCE. LOPKING RODS 0 OR AN ALTERNATIVE RODS 12, RPE F1 MANCE.MI 4E �7 MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). live-14vo sp� IV11— ONE NY LOCK a 8 ANY HV P ED R�LAN AN Y 5 OR CENTERMATES 'A 5. MANDATORY CONOTRON-0, E USED AT CORNER CENTERMATES FOR ANY SPAN S L AND INSTALLATIONS AT ANY ELEVATION. HV LOC or SMALL BE USED AS AN OUTSIDE OR INSIDE LOCK, 6 ATTA(CHED.T0n CORNER CENTERMATE W/(2) 1/+0-20 x 1/2'LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS AT TOP & BOT110M SHALL BE USED. LOCATION OF LOCK SHALL 13E AS INDICATED ON TYPICAL SHUTTER ELEVATION. Oil 11 MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. BE L 5.TMFFA LOCK MAY LO,I VALID ONLY FOR 4L MCIMMATES ONE ALTERNATE HV LOCK M BE USED IN LIEU OF KV LOCK I FOR PAN AND INSTA TIONS AT ANY ELEVATION. NATE LOCK MAY-BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT HVF, 10 LOCKS AT 1/3 OF�HUTTER,SPAN. OF 1/4"0-20.3/+"S.S.THUMBSCREWTo @ OR CENTETIMATES SHALL BE MADE'WI 1/4'0-2Qx3/4!'ALUM. RIVNUT AS SHOWN ON SECTION SHEET 8.ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO L 7. MANIDATIDRY (STONE MCUNTIN6-INSTALLATIQNS.• ONE KV LOCK @ or @ or @ SHALL BE SEE END _j USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE 00 BELOW 1/2 OF SHUtrM SPAN FOR SPANS UP CONNECTION V/(2) 1J4"-20 x 1/2" LONG FLAT HEAD S.S. DETAILS ON TO#15", AND FOR INSTALLATIONS AT ANY ELEVATION.114V LOCK 0 6r 0 or 0 MAYBE U90 AS AN INSIDE OR SHEETS 10& OUTSIDE LOCK,ATTACHED TO @ or @ SYMMETRICAL CENTERMAT Is TVP. FULL. N M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/0 HEIGHT. OF CORNER OR®TOP AND BOTTOM IS COMPLETELY MANDATORY. NUMffFD Y9 CENTERMATE *'NOTES ON FIV "T" LOCKS AND CE TERMATM. 1.SECOND AL7ERNATE MANDATORY CONDITION 4 YALIQ ONLY FQ[t HV, AND & ONE ALTERNATE HV *17" LOCK T(R MAY BE IN 0 IN LIEU OF HV LOCKS 0 OR FOR ANY SPAN AND A AT ANY ELEVATION.AL NATE LOCKKER UAY 13E USED AS AN INSIDE OR OR LOCK.ATTACHMENT OF LOCK�5 INCLUDES USING REINFORCING LOG ,AS SHOWN ON SECTIONSHEET 9. WHICH MUST BE 0 CONNECTED TO CENTERMATES 1/4"0-20 x 1 1/2"LONG s.s.THREADED BOLT W/7/8.OMx 3/32" WINGNUT OR W/ 20XI S. IlLs iNTp A 1/4*ox 5/8' RfVNUT. LOCK MAY% AT M A14 OR 12' nvr Ow TWO I OCKWO RQ123 AND J=�Cj�� 'NOTES ON HD LOCKS & CENTERMATES—, 1, D LOCK Hp CE=Rtd. ONE'ALTERNATE HD LOCK(31 MAYBE USED IN UEU OF TYPICAL J) HV BLADE SHUTTER ELEVATION W.LOCKS OR o FOR ANY SPAN AND INSTALLATIONS ANY ELEVATION.ALTERNATE HD DOCK @ MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK TO 13 W/3#8 x 3/fl"F.H.S.S.M.S.,AND INCLUDES REINFORCEMENT INSERT(9 AS SHOWN ON SECTIONS HDB-NVB D0HVC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN DR 12" IWIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS @ is compi-ErELY OPTIONAL, fl R-OR111 ARIWING COD- igh elocity urric0ne ono . ....... 0 zoiIs EAsTE:RN METAL SUPPLY.-iNc.- 0 ng[ERITNa HIFTM A Accm&on shutter System hL�k C 0 H.V. BLADE#1 W OR W10 KV.WI=N EWE OF American Shutter Systems RET.R.1 DIESCRIMON DATE DRAVIN Ur: 14.1- :v/,W- OF LLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 11-193 34/10/16 DATE. 04/10/15 =5 RN,URN Sb St.005,MRMIA QlAVORS.FLORIDA 3316C 4258 West Roads D&- .......... . Phone (305)871-1530.Fax:(:305)B71-1531 DRAWING No .-Mail:tilt..0001—M West Palm Beach, FL 33407 P ED-0005719 Phone: (800)432-2204 Fox; (561)209-8380 15-080 WALTER A.TILLIT Jr.PZ P.E.SEAL/SIGNATURE/DATE FLORIDA U..If 44167 5 SHEET OF 20 POURED CONCRETE POURED OR CONCRETE BLOCK POURED E CONCRETE CONCRETE ANCHORS REQUIRED ETE ANCHORS T/4'0_2W/4"S.S. CONCRETE REQUIRED CONC? MACH E SCREWS UIREE' CONCRETE ANCHORS f_��E��SCHMULE ON SCHEDULES'S W"1 N -20 RED EEP 131 (SEE ON W 11/4:' (SEE SCHEDULE ON SHEET 13) SHEETS 13&14A) NUTS(D 12*D.C. Min _ 11/4"61_2.43Z/4�'S.S. 17 OR FQ--Eq- MACHINE SCREWS EQ EQ- @ r USING 1/4'-20 NUTS a 12"D.C. 19 E.D.* .250"Max. OR,15 @ OR 15 C=4 0 D.* I,II11 1 %".250'Max. F_ E. OPTIONAL OPTIONAL MIN.SEPARATION MIN, SEPARATION 70 GLASS(SEE TO CLASS SEE SCHEDULE 0 SC I NA I I --CDR I&. MIN.SEPARATION 1:xI 11 "IMO-1 F SHEET 11) EXISTING NE` 1 1 1 CLASSj BLADES 7O&0 T I a TO CLASS -(SEE SCHEDULE ON- EXisnNGSHEET 11) GLASS-i HY WALL HEADER INSTALLATION HV WALL HE HV WALL HEADER INSTALLATION AQER INSTALLATION EXISTING EXISTING GLAS GLASS-,UK SEPAPATION MRLSEPARATION EXISTING TO GLASS TO MASS(�EE OR 13LASS -(SEE SCHEDULE 0 SCHEDULE ON SHEET SHEET 11) 11 FOR BLADE MIN.SEPARATION ON SHEET 19%r TO GLASS '__ I 0 EE SCHEDULE 0 OPTIONAL IXA)ES & SHEET 11) U Max OPTIONAL 3 @ i'll",luli F D. Eq --EQ 13 all _1/4"0-20.3/4�'S.S. Min �Q EQPHILLIPS TRUSS HEAD 1/4"0-700/4"S.S.PHILLIPS MACHINE SCREWS USING CONCRETE ANCHORS SS HEAD MACHINE SCREWS ONCREVE ANCHORS 1. 1/40�-20 NUTS 0 12"O.C. (SEE SCHEDULES ON W/1/4�-20 NUTS Q IV D.C. (SEE SCHEDULES ON Min.- POURED CONO SHEETS 13&14A) �o POURED CONCRETE�z SHEETS 13&14A) OR CONCRETE BLOCK OR CONCRETE BLOCK ORS REQUIRED (:��HV WALL REQUIRED @ HV WALL SILL INSTALLATION (SEE SCHEDULES ON WALL SILL, INSTALLATIOM POURED CONCRETE SHEETS SHEETS 13 & 14A) OR CONCRETE BLOCK WALL REQUIRED (g) HV WALL SILL INSTALLATION OF SECTIONS, INSTALLATION DETAILS W/ I-SEE SHEET 4 FOR TYPICAL SHUTTER E.D.- EDGE DISTANCE ASSEMBLY (SEE SPECIFICATIONS ON SHEET 13) 4, SEE LIMEATIONS OF USE FOR Z-MOUNTING SECTIONS CAN BE COMBINED SLADE UA ON SHEET 19 01) H V BLADE IN ANY WAY To SUIT ANY INST&L,\noN- -8fil.""104F I I Ill.- TIU,- FLORIA BUILDING CODE(High Veloct Hurricane Zone] ............. ©2015 VSTERN METAL SUPPLY, INC. SMITH& HUTm QTE c_(6 , AwSwm Accordion Shutter System .SAH.V. BLADE jkI W/OR W10 H.V.WINDOW MADE American Shutts)r Systems REV.R. DESCRIPnou DATE DRAWN DY: M.L.a TILUT TESTING & ENGINEERING COMPANY AssociatInc. I OLD 11-103 14/10/lE DATE: 04/10/15 o 0355 36th.St.St,.303,VIRGINIA GARDENS.FLORIDA.3316 4268 West Roads Drive Phone (305)Q71-163D,Fax:(305)VI-1531 West Palm Beach, FL 33407 GATE: No -0 8 Oj EB-0000779 Phone: (800)432-2204 Fax. (561)209-8380 15-080 C-M.11:tilt...GO.I.C.. WALTER A_OTILUT Jr.P.E. SHEET 6 P.E. CNATURE/DATE FLORIDA U.- 44167 SHEET 6 OF 20 i POURED CONFRETE ANCHORS I I I O CONCPETE (SEE SCHEDULE ON SHEET 13) Xy(751Ep£a r , 1 OR REOVIRET) SCA¢nU.E a'1 I I i i I tnx.smnnAnox EDGE OF it Esa gz(tEfO I t ' I i i 1 r—•—• —•SLAB IF ON SNRT i9 PoR F(sEEsart i MIN.S_mwAtiaN • U. APPLICABLE EXISTING MIDI&a i I I `y NET, 117 � I � i�� r TO OlMS EXISTING I I I• , ;'(SEE sCRE0UIP or; I I I I ALTERNA I i LI 1 SORT 11) 1 i t ANCHOR #11x3/4"HEX LOaATiaN t WASHER tEi( SCREWS NI t °R i oft •5 t S/6 MIN.. 12"O.C. I EXISTING, I I1 1 t 3/6 NI, CONCRETE ANCHORS I DESS t # •�"L_ -� + 7 (SEE SCHEDULE ON ' 73 SHEET 13) EDGE OF XI,STINc I, I I—�' APPLICABLE GLg55--•--t j ' i I EDGE OF ' I SLAB F LAB IF I ro 61A"S{sFE I I JILL 1 f2 1 APPLICABLE APPUCA13LE I MIN.SEPMNRaIt I I I ' APPLCABLE Q, �O! 'R{€DtRS tAt Si£FS r 17 Fat 9IAtE tQD i i i 4 POURED D I (Xi 91EkT 19 twt I I I 1 POURED OR POURED F%ADF'(1)k t I I CONCRETE CONCRETE E D. REQUIRED .O. E,D.* REQUIRED FLAT HEAD CONCRETE ANCHORS CONCRETE (SEE SCHEDULE ULE bN SHEET ANCHORS4) ( SEE SCHEDULE ON SHEET 14) REQUIRED © HV CEILING INSTALLATION ® HV FLOOR INSTALLATION t (Ji HV WALK—OVER INSTALLATION, 11 TRENCH 1145TALLAi ION ALiD ONLY FOR UP TO+70,-75 PSF A.S.D. DESIGN PRESSURE RATING & FOR SPANS PER ' SCHEDULE#4,SHEET 11 UX Ic I �r i I 'CONCRETE ANCHORS EXISTING I -SCHEDULES�---�—� I (SEE•SCHEDULON EXISTING i 10 X GLASS---4 MIN. SEPARATION t r X' SHEETS 14 do 14A) 'GLASS O ' I i (sTO GLASS •QIXgG I I N6 Kro cusT ",G EE SCHEDULE 0 I , , MIN. SEPARATION rnt sNEFY tt) 11 i i i t i SHEET 11) I I I 1'0 GLASS i i 1 (sEL scxe6u , 7 7 Hij4a 8N�(sEcHmuLE TRDWOZ V I I I I 1fh" SHEET 11) I I TWiNOLACC OR 1/4'0 POWERS i 4' �MA- FASTENERS TAPPER+ANC14I Wj / 1 3/4'MIR EMBEDMENT O 6• � MAX. i W i 3 DR 1'j i 1Dx3 4"HE( 4 I O.Q.FOR UP 7D 6'-O'SPAN AND t i MIN. ASHI I HEAD I 4'O.C.FOR SPANS LARGER THAT t TEK SCREWS ' s'-D'UP To e'-a`MA` APPLY '#14x3/4' NIX HEAD t 1 8' ' ! �' ' ® 72'•O.C. t S61lAM AT EYESd'FtSi M NEAR lEK SCREWS® 9"O.C. 'I $ r I It 'I I {tTT3.)(SEE ttDtE t1 ari SNrET 11 1/2. OR Sf4"0-ZO S.S. W.S. I CONL`RETE ANCHORS - 6 +M 3/O #14x3/4"S.D.S. 1 D" POR UMRAMONS) S 3/5 J MA t, W/NLIf�9"O.C. � (SEE SCHEDULE ON n 1 ®9"•O.C. ___ t j4 SFN�- �_ SHEET 14) - Max. -17 oR 18 1/2: t" t .,; •wi • i'.•,'s•:111 1/4'0-2017/4"SS MS 17 R 73 I; : USING 1/4"0 20 NUTS a '.�':., 8" CONCRETE ANCHORS 14x3/4'F.H.S,D.S. •.'r .' D SEE NOTE 13(b) 64 9" O..C. •, . ., -. EM571NG NON STRUCTURAL POURED CONCRETE {SEE SCHEDULES ON ON SHEET 1 .�:+::':.+2.00'M1N.35 WAS.TRIM R STRAITU 1 B 1 7°�•,D• -- OR CONCRETE BLOCK SHEETS 13& 14A) SEE NOTE 13(b} REQUIRED POURED CONCRETE ON SHEET 1 1w^ EDt Slit-7 OPDONAt POURED EDGE OF Hy ' ��(�+ INSTALLATION TIO1 REQUIRED OR CONCRETE BLOCK s;;;•.:.'AQN::r: ,.;.• POURED CONCIUM CONCRETE SLAB IF REQUIRED REQUIRED APPLICABLE �J HV RAINGUARp INSTALLATION t Q HV .WALL WALK—ave INSTALLATION --" a KEYSTONEh4QUIa`[ING INSTALLATION MAXIMUM A.S.D.DESIGN PRESSURE+64.-72 p"1 NOTE-EOR COMBINATION OF SEL`TION,^; "—"—"" MAXIMUM SIMTE7i SPAN 6'-O' * E.D.=EDGE DISTANCE t THIS INSTALLATION SHAG.8E ASSEMBLYI- SEE 4 FOR TYPICAL SHUTTER (SFE SPECIFICATIONS ON SHEET 13) ADJACENT C NT TVABLE O AN OPE�RFAOBLEfEfrT O BEE UM ON OF USE FOR O i�..11 CT A A L A'4'I�O i1 B DETAILS ETI Il I i S QA1Z T H\I BLADE L 61 D iE ---2-_MOUNTING SECRONS_C4N_0E._COMt3tNE0 - --OR ENTRANCE BLADE TVA ON SHEET 79 V.3 9 P i L M Y V I V PJ IPG L V(1 1 1� rl V (-16J(� IN ANY WAY TO SUIT ANY INSTALLA710N. ---- - - - FLORIDA M _Hi hNDlocit.--aGurlicone Zone' s9'AV��, .. •"+ �0 2201155 SEARS(TLE.(RN�ME(TAArL��S�U/PPLY, IND. �AS� L97L1tLi tl LCI IG{1 U tt 1l TM Aeeo rdion Shutter system vccLSA. it C9 c. Et L7 E7 H.V. BLADE#1 W/OR W/O RV.WINDOW BLADE APYiC•Srican Shaffer Systems M.N. DESCRIPTION DATE DRAM W. M.L m TICCIT TESTING Sc ENGINEERING COMPANY 36th.St;'Sts.]05.VIRGINIA GARDENS,PLORIaA 3]76 Association, Inc. 1 OLD 11-193 4/10/15 DATE 04/10/15 • � 4268 West Roads Dews �7 Y , Phone t(305)871-1530.Fax:(305)871-1531 z DRAWING No _ ,,h� rLaop p� a-mall•ttltec°0°61,c°m West Palm Beach, FL 33407 3 WALTER A TiLLR19 P.E. Phone: (800)432-2204. Fax: (561)209-8380 4 15-08 0 P.' &,4"pMA CWIDATE FLORIDA U..e 44167 5 SHEET s 7 OF aj SEE END VAL GTION DETAILS ON SHEETS 10 -F. L ��G SEE NOD=S ON LocKNG RODS 3® IN LOcI(5 E�orAND ALNATE RV (Z� ON sHEEr s. CK OUT 90' DIN—] I EXISTING GLASS INSTALLATIONS W f Y-Y V �•r BLADE STA K DETAILLOHVF IS VALID FOR Ali. BLADE W HV CENTERMATES CENTERMATES APPLICATION WITH BLADE( 0oR®aR©+Q7 DnOon10+®ars (20 QR $EE ENA WAl1. CONNECTION I 1p+IS CR©+O3oa1©+1©an ----------- IXISTINGcuss DETAILS ON SHIM 10 & I Oo © oo ---——————— ----------------- '----- �j 00 O © 000 z'xz'x1/B'xD'-2'. O 8 + g as 9+ I as 19+ 5 Da 9 3 1 4"•--- _ .. >' 6 1/2" 7• (6063-T6 ALLOY)ALUM. 1 OPPOSING SYMMETRYCAL ANGLE W/(2) 1/4.0 TAPCON 1/2" on®+® ANCHORS TO CONCRETE CENTERMATES CENTERMATES (Top /BOTLOMI 8 t fitax3//4 SM...-® 12' ,�-',• ,-. MIN. GLASS 71oN (4)910x1/2'S.M.S.TO TUBE I d.C^PULL LENGH7. W/ HV LOCK I Or lGb) W/ HV L0� 2 To cLAss AT EACH ANGLE(TYP) 3 3 (SEE SCHEDULE ON SI-IEEr 11) 5 ® GR 35 I N 5 90' + I z' S --- �°"®ort©+Oort�m+lp+Q as O m OUT. ® o' HVQHVY POURED ONCRETE OR 0�- HVA IXISnNG GLASS CONCRETE BLOCK WALL - REQU ED Exlsnrlo +®aRQ+ L8 oR®+17 m t SYMMETRICAL > IN * + * " MIN.SEPARATION GLASS -��.Q�y�-O � r-------- ®+®� I9+©aR1®+QmOg �ExlspN 1 CENTERMATES 6 Os+®°"�+®°"®*�°" To cuss 5 _ _-J CLASS 1 ��r� * (SEE SCHEDULE ON an + rn J HV LOCK OPTIONAL g + 8 oR 9* 3 oa 1 9+ 5 as 9 SHEET 12) SEPAMINRATION © ®® wl ®* 3 (INTERIOR) TO GLASS OPTIONAL -� + (SEE SCHEDULE INTERIOR) ON SHEET 11) IN ( ----------- -—-—-—- --- —_----- CONCRETE - - - . OUT -' •� VARI ANCHORS L 16'O.C. 3 VARIES La m © `t'J 'z w I�•/I OUT s 1/2"MAX.SLACK (EXTERIOR, H V IG. `�3' HVF** OUT r 5 1Q7oPPiOR� TI U R Ri h Velocity Hurricane Zone ©21115 EASTERN METAL SUPPLY.INC. �0 C3GE4CNUTM 4416! o � E] v Accordion Shutter Systemstem /17oLTZE qa P6QnH.V.BLADE {j:1 W/OR W/0 H V. WINIDOW BLADE ••� TILLIT TESTING & ENGINEERING COMPANY American Shufter Systems REY.N° DESCRIPrtON DATE DRAWN BY: M.L. Association, Inc. 1 OLD 11-193 4/10/15 DATE: 04/10/15 • � 6355 N.W.36111.St.,51,.305,VIRGINW GARDENS.RaRMA 3316 F Phan°:(305)871-1570.Fax:(305)871-1531 4288 West Roads Drive 2 DRAWING ND '�,. "Jlp a-mail:Ult°c°ao°I.com West Palm Beach, FL 33407 3 r1 WALTER A n0071LUT Jr.P.E. Phone: (800)432-2204 . Fax: (561)209-8380 4 1 q 5-080 P.E.SEAL/SIGNATURE/DATE FLORIDA Ua.Y 41167 -9 8 SHEETOF 20 ALTERNATE INSTALLATION,.W HV "T" LOCK 0 HV MAALE FEMALE "T" LOCKS CENTER .TES i LO KERS W V BLADE '•� SEE END CONNEG110N nETAIIS 014 21EM to a, is " INSTALLATION n HV BLADE OUT G f N fl i�FJf1571NG CtA55 SLADE(D SLACK DETAIL HVF,INDICATED ON SHEET B. I• 'Y I' W/ HD CENTERMATES AS WELL AS UNNUSA•,n.OATINO BLADEODE(AL HOO-NVB, ' 6•7 m 8 ca 10+ m INDICATED ON THIS SHEEP,MAY BE USED Wrm THIS ALTERNA tNSTAt,1t.710 OETIS SNOWN NI THIS Er. SEF. IEND WAIL CONNIEMIOid 1�5��*!� DETAILS ON SHEETS 40 Rc A8 i AW-9. (a9s3-Te ALLrn) . ucw TAPCON ' o a• °"�•® 35 IK 35 ODP/soI10M)k ( L--------..-- -. - {OPRGFt+t.} A. COPt{DNALJ {4)prDA/Fx s.us ) i F1oad4•S.M.S.a 1z• --•^------------'----.------^ ---------.-' -'-^- ^-------L-----^- -'-- -^ UN ANGLE. .L FULL LFIiGHL * ((� (4)N.V. fi`l 3 wx. rMliwi $ 3 30 HV "T" � PINS OYP.) s e^ s r 2. PINS ow.) s (SEE CLAM E LOCK (INSIDE) 1 on 67Er 1) 1 -rL - - ---- ----------- - s --- 1 5 1 28 29 1 fl A sr: 5 OUT 31 oR'�2 33 31 DR 32 31 oR� 31 0R v�`J 35 SET:ND1E D FOR HY LOCK . 2 W/ 7/8"0 x 3/32" WINGNUT1/4" 0--20 x 1 1/2" S.S.M.S. 4 '35�` LOCK,ON SHEET S. {oPRway.I •T' Xa . (O-OWL)HD®—HV0 OUT HDC!—HVC ©0 HV "T" LOCK (OUTSIDE) �JG SY /"aMMETRICAL HD CENTERMATES SYMMETRICAL HD CENTERMATES 4. W * LOCK (EXTERIOR) W/ 4& LOOK (INTERIOR) 1 SERIES 9444 ALUMINUMH V G (2024-TS AIXSERI. ARr 1 FLANGE THIN SHEET NUrsERR PAAF A�D. AS MANUFACTURED BY AVOEL CHBLRr TEOIDID7054 O PEQUAL ETSf.NEW JERSEY WD54 OR EOU/,L, 6 + 6 + 6+4Jm�*QmCi*�°^O 3 O ''�SFE HOns;oil LOWNG RDOS(D k I10®LOCK6 ON STIFFS 6 UNNUISA.LIOARNG RLME(D DErNL NOo-{ryG IS VAUD FDA Nl CeNBRMEES(PPUGTIONS TM BLADED HDD•-HVD= F'LOATINO STACK - oaQspE,Aaaoarri��a Di Hurricane Zone� elocity �v�°° .•'�\.... 7x015 EASMRN METAL S0PPr:Y,INc---— p ,Accordion Shutter System a l ? H V. BU1DE ff1 W/OR W/0 RV.WINDOW BLADE OF r'0- Am9rlaan Shutter Systems REY.Nn DESCRIPRON DATE DRAWN BY: ILL TILUT TESTING 8E ENGINEERING COMPANY •' R/ORIDp. [ ` Association, Inc. 1 OLD 11-193 4/10/T DATE:- 04/10/T5 /C L F�.•'q�W ` 6355 N.W.30lh.SL,St..305.VIRGINIA GAAD819,FLORIDA 3316 �'"s•• 1=-+*a-rs•-=-> 5--•` Phase:(305)671-•1530.Fax:(305)671-1531 4268 West Roads Or)va 2 DRAWING No a-male UILe..Q-1 Dom West Palm Beach, FL 33407 3 -^s/O A�-�`Y Es-oo0a719 Phone. (800)432-2204. Fax: (561)209-8380 4 15-080 '• WAITER A.TILLIT Jr.P.E, P.E.SEAL/SIGNATURE/DATE FLORIDA LID.111 44167 5 SHEET 20 POURED CONCRETE POURED QONCRETE OURE6 CONCRETE CONCRETE EBLOCKE OR OR CONCRETE OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL BLOCK WALL REQUIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED R�gUIRED EXISTING GLASS EXISTING GLASS CONCRETE ANCHORVIX EXISTING GLASS Z'MIN EXISTING GLASS 0 16"O.C �( MIN.�PRATION� _ N7 --7 TD GLASS(SEE MIN�A'RATfINI� (�1„ MIN.SEPARATION MIN.SEPARATION SCHEDULE CN 5HE177 ETO GLASS(SEE 11 FOR BLADEIDAND TO GLASS(SEE iTO GLASS SEF SCHEDULE ON SHEET ON SHEET 19 FOR SCHEDULE ON SHEET 17 FOR BLADE(E)AND(E)AND7/16'x3° MAX. BLADES m& A 11 FOR BLADE LDAND SCHEDULE ON SHEET ON SHEET 19 FOR (6063-T6) CONT. ON SHEET 10 FOR 11 FOR BLADE QAND (LOCATE AT 1 F4ADFS & ALUM. CLOSER ! ` BLADES©84 7/2" ON SH&Ef 19 FDR EITHER SIDE PLATE. (LOCATE 1/2' �� -- BIAD6�&� , OF 5) AT EITHER SIDE MIN ---, I 1/2JWN. OF®) I dpUSE 7'OR 2"MAX. I _ /)10x1/2"S.M.S. _—_—_ (AS APPLICABLt0x2"x1/8"x0'-2" -_-__({10x1/2"S.M.SZIO 16"OC ALUMINUM CLIP ANGLE 0 16'O.C. ------ ` (6063-76 ALLOY)AT MIDHBGHT -0' (1)(jtOx1/2'S_M-S.LOQ&4 (2)1/4"0 TAPCONS ANCHORSTO SEE DETAIL X FO 1 OR ®o WALL AT 1"O.C.©)CATE AT ()RS1DE CONNECTION EITHER SIDE OF®P SEE DETAIL X FOR 1 OR ®o- TO TRACKS SIDE CONNECTION m 6 SEE DETAIL.X FO 6«Qm 8 a10.pa TO TRACKS 6 e © ®c:Q« 7�mQm 0+®m .SIDE CONNECTION+ ® TO TRACKS 10•5m 0 ®m©+®a®+©m 10.0+©a©«O+�m ©+O+pm©+O+®m 8+7 + 6+7+ + 6.0+©a©+Q+®m ©� @`@°1(9+ 0°rt 0+@q,®+®mY®+�5aO9 m1©+® O8 e�a.�+®mp+®mO9•n�+® D+@m p+pm19+q. mp•® END CO NECTION DETAIL(j) END CONNECTION DETAIL END CONNECTION DETAIL® END CONNECTION DETAIL POURED CONCRETE OR EXISTING 1 REQUIRED ONLY FOR SPANS.GREATER THAN 12'-0" ————�IX GLASS REQUIRED CONCRETE BLOCK WALL 4. MIN.SEPPRATLNJ �}1 i/2"S.M. MIN.SEPARATION -, ----- TO GLAtS(SEF ® 16" .G. To GLASS(SEE Y y-----_ =a-- SCHEDULE ON SHEET SCHEDULE ON sHEEr s OR®OROOR 11 FOR BLADE(�AND CONC ETE1/2" MIN. 11 FOR BLADE�AND —_— --- = ON SHEET 19 FOR ANCHOR ® ON SHEET t9 FOR 1 OR 1 3 OR 1 OR(5 OR 1 CONCRETE BLADES Q&® 12"O.C. EQ 1 rJ BLADES G)&® O ANCHOR -- - ®o O.C. -- 1/2° MIN. _ -- 4 .. EQ 6 OR®OROOR ONSH 2"MIN. 2"MIN. BLADE i SEE ANFEfS OF U26 FOR @OR OR*(90R(D VIEW Y 5 1 OR ®' PLAN GRID �OR �o- pa®"n©.�aBQmtD+®m DETAIL X CONUREDCRE CONCRETE OR ©m®m©«Oj m 8Qm70+©m -•--- 10+®m©+®m©+©m CONCRETE BLOCK WALL END INSTALLATION REQUIRED 10+®m©+�3m©+©m ©•Q.p°n©+7O+�m ©+�•pa©«p+pm `®m0+®m©+®m 9 HV DLADE OR U HV WINDOW BLADE INTO ®,®ap+pm©+®m p+Gap+©mp+pmn CONCRETE OR CONCRETE BLOCK WALL. ENDCONNECTION DETAIL op„ 0 NECTION DE IL °gyp+® _ O 1 A BUILDING CODF(High Velocity Hurricane Zone Appplp •,.�C�, � + ©2015 EASTERN METAL SUPPLY, INC. p� % � �co �� `" ;"ir � o�G°T�Y i�Cil'Q I:fLI lJ TM B) d [ u Q, R o o, o Accordion Shutter System H.V. BLADE#1 W/OR W10 H.V.WII DOW BLADE '� American Shutter Systems REV.N. DESCRIPr1oN DATE 'DRAWN By' M.L "7f]f TILLIT TESTING & ENGINEERING COMPANY OF Association, Inc. 1 OLD 11-193 /10/1s DATE. 61/tD/L6 •• 6755 KY7.]6th.St.Sl".30'5•NRGNA GARDENS,FLORIDA 3310 _ Phone (305)071-1530.Fax:(305)871-1531 4268 West Roads DrIve 2 _ a-moil:tilt a..U..Lcom West Palm Beach, FL 33407 DRAWING E ` "��1 • EI-0006719 Phane: (800)432-2204. Fax: (561)209-8380 4 1,5-080 !� WALTER A.TIMM Jr.P.E. P. 5E4L%SYcwAatiRe/dAiE FLORIDA U.. 44167 5 T SSHEEE 20 SOHEDUT__#1 SCHEDULE #4 *BDIM. (1)L+: MAXIMUM ALLOWABLE SPAN FOR A 0 SEEMM MON TO GLASS MAXIMUM sHUR SPAN OR "L-' (ft.) MAXIMUM SHUTTER SPAN* IMUM SHUTTER SPAN*"W" MUM SHUTTER SPAN*"L+" GIVEN POSITIVE A.S.D.DESIGN PRESSURE FOR INSTALLATIONS W/ I "W' OR "L-" (ft.) FOR "L-' (ft.) INSTALLATIONS R "L-" (ft.) INSTALLkIONS* RATING, L-:MAX.ALLOWABLE SPAN FOR A GIVEN (1) SEE BELOW FOR MINIMUM SEPARA11ON TO &@ or(r.11-118 W/ INSTALLATIONS W/ SYMMETRICAL QEffl:QMATES CEWERMATES NEGATIVE&S.D.DESIGN PRESSURE RATING CLASS SCHEDULE FOR SHUTTERS INSTALLED WITHIN ONE THE FIRST 3CV-G' ELEVATION OF BUILDING V LOCK 'a a HD LOCK ia W1 OENIERM 21 & g_W/ TWO HV 0 OR- &* E HV LOCKS (2)PROCEDURETO DETERMINE MAXIMUM MEASURED AT BOTTOM OF SHUTTER. ';NTE 8� ' W/ ONE LOCKING ROD 14 09 RMATES (0 & ONE W LoR�#DR OR(0 LOCKS OR TWO OR �G No LOCK[ OD - W/ TWO I OCK DC' 'D SPAN FOR WALL MOUNTINGS OR W1 ONE HV LOCK LOCKING RODS OR (0 W/ NO OCKING; OCKING RODS (0 TOP/130TTat D FLOOR/CEILING: (2) MINIMUM SEPARATION TO GLASS FOR SHUTTERS �z Top & BDT-rom 0(SEE NOTES -r.to RODS *(SEE NOTES t," IN/,ONE KV LOCK (:3 OR 0 (VAUD FOR MOUNTINGO INSTALLED ABOVE 30'-0"ELEVATION OF BUILDING, OR 00,(SEE NOTES +4-A SHEET 7) GIVENA POSITIVE AZZ.DESIGN PRESSURI MEASURED AT BOTTOM OF SHUTTER IS 3�. MINU14 RATING, DETERMINE MAXIMUM SPAN 'L+- ASA CONCRETE&WOOD INSTALLATIONS 0 AXWM CONCRETE_&WOOD CONCRETE&WOOD Kwuw M SCHEGULF_ AS.D. INSTALLATIONS CONCRETE FROM DES" DESIGN DESIGN iNslALLAiToNs 0 AS.D. INSTALLATIONS PREMRE F.E=RE PRESSURE7 DESIGN GIVEN A NEGATIVE A.S.O. DESIGN RATINO WALL MOUNTING FLOOlICERING WALL M.,NTINGS PRESSURE FLOOR/CEIUNG MOUNTING PRESSURE MING,DETERMINE MAXIMUM M. NoRAnxG RATING RATING I GLASS SCHEDULE' FLOOR/CEIUNG MOUNTING OR SPAN'L-*FROM SCHEDULE. SM11""�Tffolllcljj� FLOOR/CMUNG MOUNTINGS FLOOR MOUNTING WITHOUT LOCKING RODS L+ (5) T L-(fl) L+ (a) L-(ft) L+ (9) L-(11) L+ (ft) L-IN L+ (10 L-(n) FINAL MAXIMUM ALLOWABLE SPAN is EouAi 30 13'-2" 1 1 Ix-21 :30 zo 13-l" 1 6'-D" 30 13'-2" 161-0* 1 TO THE MINIMUM DETERMINED SPAN SHUTTER INSTA4ATION W1 INSTALLATION W/ 35 121-81 141-10, 12'-8- 14*-10' 35 3-5 -". SYM I 2,-r IV-7" 35 W-5" 14!-1 0* BETWEEN"L+"AND*LMEERI 0 SPAN PPOSING 40 12!-3" 73l-10" 12'-rOENTERMATES CENTERMAXES 131-10, 40 11'-4" ue-q" 40 121-2" 15*-2" 40 12'-.3' 13'-io" (3) PROCEDURE TO DETERMINE MAXIMUM . .4.5 111-111, 131-11 111-11" 13--1" 45 11'-111 121-0* 45 lV-13" I4"-3" 45 11"-111 13"-I" SPAN FOR COMBINATIONS IN BETWEEN 105 33/8'. 4" so 1 V-7' 12'-5' t1'-7" _72_'-_5r 50 101-9" 111-1. 50 11-6. 13'-7" 50 1 V-7" IV-5"— LL W/FLOOR/CEILING MOUNTINGS: OR LESS - 55 1 V-47 11'-10. I t1'-4' 1 it'-10' ill-,.. io'-Il' 5-5 11•-3'• 12'-I1' 55 111-21 ll*-Io* FOR A GIVEN POSITIVE A.S.O.DESIGN A>105"TO MAX 37/81. 4"LLOWED 60 W-1, 1 V-4" t1'-0" 71'-d" 50 1 '60 11'-01 12'-4" so 101-2I 10`_71" PRESSURE RATING: 65 lo'-Io" 101-10" 10'-7" lo'-io^ DETERMINE. E%LUR L -11 MI ��, 65 9 lo-O" ID'-o' 65 101-g" W-11" 65 9 U USE 2 1/2*FOR HD LOCK(J)'i 70 1 ia-w. -T07_—P to"-6" 70 1 v-8, 9,-5, 70 10'-7" 11"-5" 70 W-S" 10, Ll+=MAX.SPAN FOR WALL MOUNTING USE INDICATED VALUES FOR W c _Pa!j� I INSTALLATIONS. 75 10'-7" 10'-11 91-10" 10--1 75 7-5 110'-4�" 111-1" 75 Er-g- L2+- MAX.SPAN FOR FLOOR/CMUING MINIMUM SEPARATION TO GL&'jS SCHEDULE' so 91-10, 9,-9, It-7- 9'-10" so W-o" V-D* Be lo'-or 0-9- MOUNTING INSTALLATIONS. 2HU711ER W/ONE LOCK&TWO LOCKING 1300S OR 85 9'-6' 9"-6' '-3 W-6- 85 85 11-91. 10'-5" FOR A GIVEN NEGATIVE A.S.D. DESIGN M ONLY TWO LOCKS 90 -3. . 9'-3" go 8'-61 al-V so 9'-51 10'-Il PRESSURE RATING: INSTALLATION W/ INSTALLATION W/ 9�0" —95 a,-3, w-7- 95 I.-W. DETERMINE. SHUTTER SYMMETRICAL OPPOSING 95 — 91-10" LT-_MAX.SPAN FOR WALL MOUNTING SPAN loo. S'�gl W-4!* 8*-6* W-9. Do '._I. 100 V-0" 9*-71 INSTALLATIONS. CENTIERMATES CIENTERIMATIES 1. • - B'-4" 105 105 —w-g- MOUNTING INSTALLATIONS. 2 3/4� 105 W-7' 7'-Il' 7'-1 1" 9._'V 1.2— MAX.SPAN FOR FLOOR/CbUNG f05, Ila W-4" 1 7'-7' 7'-11Ila r-a" 7*-7' Ila 8-7' MAXIMUM SHUTTER OR LESS 115 8'-2' 11-1. 7'-7- 115 115 81-+" "L+.OR"L-"FOR FINAL.MAXIMUM ALLOWABLE SPAN IS EQ >105"TO MAX 3 1/4:* 3 1/4!' 'AN ALLOWED A 120 6,1111 T-10" 7`-4" 120 7'-V 6'-11' 120 a,_zl TO THE MINIMUM BETWEEN *Ll+'.'L2+', INSTALLATIONS INTO WOOD " l25 7'-11" 7'--9" 7'-O" 125 125 W-01 8. SHALL Li-'A140 -U-" USE 2 1 BE LIMITED To 105 5/16" FOR 14V-r QOCK W/(9 7- 130 -l' IS._'. 7--6' 6,-9" 130 7--l' 1'-5" 130 7'-IW PSf. DESIGN LOAD. 1(4)GO TO ANCHOR SCHEDULE WITH FINAL *** USE 4 1/8'FOR HV"T"' LOCK W/ 135 6'-2" 7'-4" W-a" 135 W-11" 6-2" 135 7--9" 7'-1" — MAXIMUM ALLOWABLE SPAN AND NEGATIVE USE INDICATED VALUES FOR HV GENTAI ATES. A.S.D.DESIGN PRESSURE RATING TO 140 7--l' W-11" 7'-3' 6'-3" 1-40 V-10" 51-11m 140 7'-7" 7'-6' DETERMINE MAXIMUM ANCHOR SPACING. IN 145 7*-3' W-91 7'-I' W--G' 145 W-81 W-9. 14.97'-5" 7-311 150 7--2' 51-7" 7'-1' 51-10, 150 6'-7- 5'-7' _150 __ *_5-::;F' -_7_':;0" CONCRETE&MANSURY WOOD 155 7--l' 5'-5" 5-10" 155 51-9, Iss 7-2" W-97 160 61-11" 51-21, ISO 5'-2" 160_ Z71" 6'-7" t H.V. CORNER CENTERMATE fi3 MAY BE WALL A. 8, C, D, E, M.N.0 P. Q,R, 51-11, - USED AT ALL MOUNTING INSTALLATIONS. LOCKING MOUNTING F, K & L. S V. 165 61-10" W-S* 165 5�_I" 165 7'-0' e`.� SPECIFICATIONS SHALL BE AS INDICATED ON i70 6'-9' 'V-11" W-7' 17 1'-2- dv-111 170 W-11. 6'-2" MANDATORY CONDITION #z NOTE 15, SHEET 5, FLOOR/CEILING 1713 6 G H 1 11 + J. T, U, w & X. 175, W-7" jV-S' 6'-S* V 175 '�_J. 41-9. MOUNTING 160 61-61 4'-8' 6'-4" 41 w-- i7— ""EXCEPT THAT MAXIMUM SHUTTER SPAN "L+"OR'L M. -10.1 ISO 61-0 ISO 51-10" --�AND MAXIMUM A.S.D. 185 6'-S- 4'-S- 6'-3- 4-9 185 5'-1i" 4!-6' las V-7- 51-0. DESIGN PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE 1._'. 11-5. BLOCK SHALL BE LIMITED AS FOLLOWS: 4�-7' 190 61-4" -5- ISO. 5'-10" 190 61-6* 5,-6" 1- CONNECTIONS TO KEYSTONE MOUNTING ILIMITEO TO +51�.-72 P.S.f. ISS 6'-3- 41-3!1 .-1. 5 195 W-5' AND W-O' SPAN HV r8LA Q E ±-2"- 4'-5!- �i5-1 5'-3- SEE MOUNTING nM ON SHEET 7. 6*-Q 201) 5--g- __200 6!-74:*__ 205CODE(H UUrricane Zone' ______FL0R1QA_BU1LD1NG igh Veloci�y ... 2015 EASTERN METAL SUPPLY. INC. .... ...... INOa IENTINA HWTM f hutter System �TRLT�Rc (p a�., Accordioll s M.BLADE JAII W/OR W10 Kv.WINDOW BLADE 99: S American Shutter Systems REY.N. DESCRIPTION DATE ORMYN BY. M, T1 TESTING & ENGINEERING COMPANY 0, ass TEST Doli~st,sm.30.5,WRGINiA GARDENS,F1GRtM sats Association, Inc. I OLD 11-193 34-/10/15 DATE: 01,/10/15 0,268 West Rdads Drive Ph.no (305)871-1530 Fax (2105)871-115311 DRAWING No Wad Palm Beach, FL 33407 Phone: (800)432-2204 . FOX. (551)209-6380 —4 — 15-080 WALTER A.TILLIT Jr.P.E. — P.E.11E�j�%tWj/DATE NDFJOA Ua 9 44167 — SHEET' I a .•" 4 l� u:a a 11 :r ■r: 1.. r r •r 11a� u:.a ■ J�1 :t r 1 ♦ Stli. •tr :�r •i: "*►r 1 u• aR► �' •. •t 'aai' t,9: •� �!��MM,,(�_'�'��,�'' iii11Yr1Yi�r1{r •t• r • r• a■ • r ,�Q�I ♦ � • �r Q ♦ 1� ��IIf:7lilas�IC+L.111�� QQ R "�;�Illylli � 1��fr♦p'•Q� �: �il r • mim¢�mmrm ¢�:EM3 MOMMM mmmMMOmmmmmm maammm�i-M:®®m rarmmoe�uraramr momtcacaca� al�a1"U"" m®mv[maomimlm7®®�OQaDO� �'mmwAmmarmil31u1m10101 comm olvor�m�mmcac MMINlnnvoro;mpmQacams�Fei ' fZf®00�am HHAMMOlA�©O=�m00d"0[Box IM /d 0�O��a��'�ITI�OOQ��i r in XM w�r�s,mmmmml�a©r,��mMENIM NIUMN IMNoPiazam� dt tNr�ro�uc=oolumo ME cnQrEMMMomiQnmaio'�mml ��:�i®��1�®o�io�®mMNFOM Flo ®lain Op MMMIM bMEM, mmIM IM MINIM 91mA' add�FAE i©'' I®®103IN =?J='Km IM IN IM 10 �000Q�o�mmpmol # �PMMIMIM a'in 101000M MIER"OLm7�6®7®m1Ealcacummc�oranWOMB mmmooao i u�mmoQr�clioraamQalQlot�Eaoimmmavu©o��lmmc�cNo1 m•mlmfo�c�la�e�rmr�,rumIcaaad� ®90 1 0 11111 9 0 G1�®KEN"IM i®I�WDOODCf;6�®rte®md rra ora;ouooWIMENM 9090909090€vers,!'I�mimla�dcne�o'1�®m>�momo�lma�c>iolo 1rsanlmnrslmm»m>n �mmmmoIM911 ='mmmpp�pppp»a)I ®mmmimommommmmQmmoomia mm�mmmtmllmmEEIMM lG R7®®MENZW=M IMEM "gumd! , 90m900iENUI orIm�0©�CI; ®®mmnl"mel�mm�mnvomo{H®maadM'10 �oaMIMMIN lm1.�omimm"MWIMmo ®. . mm¢�pw MUMMMMMM= MENE�OdC706E1�iMM eal�aMMMIM �mvo�rara�c��mmm 1iLfi EE7vo0OiLl liL#Q�7QCla6��iL7 [�ls7m>�6l� i�moC�ME31137�3M�Qo0oR7E,1i�®1�1M3=>� iL1190ooMIM10Ie�lo,9090900©camdim90mwvvol'wm�mOm0mulmF�OmCil©djQ90®ollam o; »90M0== MUMIMEN MM on 1MMMM ' m��0�90dO�m QOd0a0mm0A�M0'am MMO�AO�iIIE�R�R7C��1E�i�L1��©�� 909090 cava m>za�aoomM II1E �iB mm omm>nrQwMMmmdaom a�oimomo�mlam>amotz:ME"" ®momom csiAm©mm � m�lvommaommoaQmmmmmmoomm ; Mov�valmr� MoamiAo a�"M�n� 6lmOooiiaoNAM=iao�C�=�112!111131= ma�r+"MMM VOL7manOAE�iL�mom�; �m MMM �00 E MM go M MMO�,iGim��AR.a�' A�OHo®® gQ� �� o�ao ME r r Y .a ®iil�7O 0.90913= C�CfO ®ipgdAOmCli��d =AAppM.7 a ! ! r '�®onlz'v»aHIRED HOME!in miaaooat�trz:vaomilo aec�IN MmMvomoacmmrmmm�lo mAol ps�v mm� • �,as�oim�eamoioMomoiQm�rot'mmowamc�o�mmmr�Qs�m,maz�momm>�m,�>�©>n �MMUNoM 00=10=0e�� R�7AomiO Oddm00�mama0oopp; ; M00�� s�®�7i� L�OOdm� I American Shutter Systems p�909 G a!"TSO ,• r 01 14265 West Roaft ©-MOMI ■IA�• I. FLORIDA JIM Drriva phone:C3135)1171-1530.Fdx.(305)VII-11531 Eu-OU6719 Phone: (600)432-2204 FLORIDA I �. I SPACING An-i SCHEDULE FOR A GM MAX, SHUT'rER SPAN, A.S.D SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED GONCREi'f_�-'OR CONCRETE BLOCK SUBSTRATES (SEE MOURDNGS E G,&H ON SHEETS a&7) t.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS; PDUi¢D CONCRITE (A) TO EXISTING POURED CONCRETE:(Min.I's-3 k5I) MWNUN (9)WALL SILL MOUNTING ©CEILING MOUNTING FLOOR MOUNTING - 1j+•0 TAPGON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,As MANUFACTURED BY I.T.W.RUILDEX(Min, ea-3 Iter) ryµ A.S.D.DESIGN NEGATIVE LOAD AS,D.DESIGN NECATNE tDAb st AS.D.DESIGN NEGATNE LOAD py1 AN HORG GDA-iN� LEGEND - 1/4"0 x 3/4"ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. (Min.i's=3 k0i) 3a 40100175 90 120 160 205 30 40 50 75 80 120 160 205 3a 40 60 7b eo 120 Iso 205 TAPCON WITH ADVANCED -If4`0 BLUE TAP CONCRETE ANCHORS W%CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,lNC.(Mtn.Is=2 kai) THREADFORM TECHNOLOGY ^ 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS.INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 74 1z to s 8 @ s 55 14 12 to 9 a @ 5 e 14 12 t0 9 a a 6 a COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. OR R LES - - - - - - - - - - - - - - 1h 12 10 9 a a s 6 ALL POINTS SOLID-SET (Min.fa-3 k1.1) - t4 12 1 t0 I a e a q 6 14 12 10 9 8 e s 6 14112 10 1 0 a 5 6 S BLUE TAP W/CAP NOTES: 14 12 tD 9 5 6 7 14 i2 t0 9 a e e a 14112 10 1 9 8 a s .e TAPPER-F- A7)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ANCHORS IS 112 10 9 8 7 5.5 3.5 14 12 10 9 a 5 a a 14 12 10 9 8 8 6 5 1 3/4',AND FOR BLUE TAP W1 CAP ANCHORS IS} 1/2". 14 #111.0 B e q s 4 14 12 '10 B 8 e 0 4.8 14 12 10 D 0 6 4 35 A2) MINIMUM EMBEDMENT OF 1/410 x 3/4"ALL POINTS SOitO-SEC ANCHORS SHALL BE 7/8"INTO THE POURED CONCRETE.NO EMBEDMENT 14 0 9 8 8 8 45 14 S2 10 8 8 @ 6 5.5 14 12 10 D a a fl A5 INTO STUCCO SHALL BE PERMITTED.1/4"0-20 S.S.MACHINE SCREW USED SHALL BE I 1/2`LONG MINIMUM EiHO,ULD STUCCO EXIST.AND 14 9 75 5.5 3S, - 14 12 10 9 a a 6 5 t4 12 10 0 0 7 5.5 4 SEE UMjjATtONS 01'OSE Faa 1'MINIMUM FOR WALLS WITH NO STUCCO, - 5'-0'' ••' "- - - _ _ _ _ _ _ _ _ _ _ .. •- 14 12 t0 9 e s s i.5 SLADE ON SNEET to 14 12 10 B 0 7 4 - 14 12 t0 8 8 6.5 5 3.8 14 12 t0 8 6,5 5 3S 3 AL3)IN CASE THAT PRECUT STONE.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. 14 12 10 9 _67.5 4.6 - 14 12 10 9e 8 6 4.5 14 12 10 9 8 6 4S 3.75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATEO ON 14 12 95 758_5 45 - - 14 12 10 9 a 7.5 5.5 4 14 12 to 9 a 6 4.5 33 NOTES A7) &A.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EFS WITH OR WITHOUT METAL SNOS CONSULT THIS ENGINEER• FOR " - _ T - - '- •' - - - -- - - - - 14 12 10 9 8 8.5 5 3.5 INSTALLATION INTO EIFS WITH METAL SPUDS SEE S14M 28A. 74 12 la 9 75 55 3 - 14 12 10 85 7 5S 4 3 ]4 12 8 6.5 6,5 4 3 - (0) TO EXISTING CONCRETE BLOCK:(ASTM C% 14 12 10 8 8 a - - 14 }2 is 9 8 6.5 5 .75 14 12 10 8.5 8 5 4 - -1/4"0 TAPCON WITH ADUPNGED THRFADFORM TECHNOLOGY ANCHORS,AS IMANUFACNRED BY 1.7 W.DUILDEX. 1h 12 q 'qS ESS 3 •- - 14 12 10 9 B 95 46 3S 14 12 10 8 . 5 3.5 3 - 1/4"0 x 3/4'ALL POIMS SOLID-SE7 ANCHORS,AS pISIRIBLTEO 8Y ALL POINTS SCREW,BOLT&SPECW.TY COMPANY- - 14 T2 14 D 7.5 5.6 4 3 CQNCREI');ANCNOfiS Wf CAP AS MANUFACIUE2FD 8Y FLORIDA FASTENERS DIRECT:INC. - - .. - - - - - - - - -1j4"0&UE 7AP • 74 12 10 s 6.5 4 - - 4 12 9 7'0 5 4.5 3.5 - 1+ 10.0 7, 5.5 4.5 3.5 - - •-1/h"0 TAPPER+ANCHORS AS Mp,NUFACIUREO BY POWf]i5 FASTENERS, INC.,AND DiSiR18UlED BY ALL POINTS SCREW, BOLT&SpECttAALLTY S4 12 10 85 7 4 - - 14 12 IO 9 7.5 55 4 - 14 12 8 T 7.5 4.5 - GOMPAI4Y'OR ANY OTHER A?PROVEQ LICENSED OR AUTiQRIZEA VENDOR RFS.ISTEREO WITH THE AMERICAN 6HlTITER SYSTIO,IS lSSOCIAW.INC. 14 11 7 5.5 4,6 - -• 14 12 14 9 7.5 5S 4 ^ 14 12 9 7 8 4S 3 8'...D^ - 1�4 - - - - _ - 14 12 10 6 8.3 5 & - NOTES; 14 12 8.5 7 .5 3 -, - 0 d- 5.5 4 3 - 25 9.5 6 5 4 3 - 8-1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF BLUE TAP W/GAP ANCHORS PND TAPPER+ANCHORS iS 1 1/4"AND TAPCON WITH 14 12 9S 7S 6 - - 9.5 a e.5 5 ^- - 14 12 8 6 0.5 4 - ADVANCED THREAOFORM TECHNOLOGY ANCHORS IS 1'.13 9.5 85 5 3.5 - - - 10 5 9,5 5 - 14 12 5 q.5 a d - - 1- - q 4 - - 7 - 5 - - ^ 1 8 5.5 45 35 4 - B.2)MINIMUM EMBEDMENT OF 1/4'd x 314'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDD�INTO THE CONCRETE BLACK.ND EMBEDMENT INTO STUCCO SHALL BE PERMITTTED• 1/4"0-20 S.S. MACHINE SCREW USED SHALL.BE 1 1 2 LONG MINIMUM SHOULD STUQCO 14 12 9 6.6 4.5 - - 8.5 7 5.5 4 - - 14 toS 7 5.5 0 4-5 - EaST,AND 1'MINIMUM FOR WAW^WITH NO STUCCO. 11.5 8.5 5S { - - - 9 7 6 4 - 14 11 7 5.5 4.5 3.5 - - - - - - - - - - - - 14 12 a 6 5 4 - 13.3)IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON 7H-CXISTING WALL OR FLOOR14 10.5 7 5 35 - - 6.5 5 4 3 -• - 10 75 s 4 3 - - ANCHORS SHALL.BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14. Tt 7,S 55 - - - ib 175 9 6 5 4 - -• 325 9.5 0 5 4 4 - - NOTES B.1)&8.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR INSTALLATION INTO EtFS WBH METAL STUDS SEE SHEET 284 0.5 @ 5 - - 14 2 U. 6.5 5.5 4 - 13 10 0.5 5 4 3 - i - 5 - _ - - 0 - _ - 14 t05 7 5.5 4.5 - ANCHORS SFW1 BE INSTALLED FOLLOWING ALL OF-THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 12.5 9.5 5 - - - - 12 9 8 4.5 4 3. 9 7 4.5 .5 3 _ . 14 10 7 - - - - - 14,110.5 7 5.5 4.5 ^ - 115 8.5 55 4:5 3.75 - - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9.5 7 4.5 - - - - 14 115 7,5 6 5 - - 12 9 6 4.5 4 - 12'-0" - - - - - - - - - 13 10 S.5 6 4 - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS• STS 85 4+5 - - 11 6 5.5 4 3.5 - - a 6 4 3 1- - - - MA}OMUM ANCHOR SPACINGS ARE VAUD-FOR EDGE DISTANCES INDICATED BELOW.FOR E D.LESS THAN THE INDICATED,REDUCE 13 19.5 6.5 5 4 - - 10.5 a 5 4, 1- - - ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDLRE BY THE FOLLOWING FACTORS. 9 65 - - ib 105 7 SS 4.5 - - it 8.5 5S 4.9 3.6 - RFYTUCED SPACING OBTAINED USING FACTOR SHALL N07 BE LESS THAN MINIMUM SPACING INBIGATED FOR EACH ANCHOR TYPE. 13"-O" _ - - - - - ••' - - a 4.5 4 - - - FACTOR 105 a - - - - - 10 75 5 4 3 - - 7.5 6.5 4 3 - - - - ACTUAL APcoN W/ADVANCED 7HREADFDRM no" + 12.5 as - - - - tz 9 a 4s 4 - - B5 7 5 4 - - - - EDGE ALL POINT SOLID SET BLUE TAP W/CAP s @ - - - - - 1s 95 s5 5 - - 0.5 7.5 5 4 - - i V LADE OR DTCTANLE MIN.SPACING MIN.SPACING 14!-0• - - - - - - - - - _ .• 11 5,5 5,5 4.5 -. _ _ EIn HV BLADE W/ .D. 3" 4• MIN.SPACING-3 1/2' MIN.SPACING=3" 3 3/4" , 4" 10 7S - - - - 9 7 4.5 3.5 - - - 7 S 3.5 3 - - POUFiEO CITE aONOTETE B.Ogt POURED CONCRETE& POURED CONCRETE•& pp, p CONatE'atEiE COItY.iE-fE 6LDGC 11 a 5S 45 - - - 0 .,6.5 4.5 - - - - WINDOW NIR Eb.=3117 MN.Ed"21/2• CF9N�L`0.301 2'K COIR-p.B30CK WN Ed"3112" MR E0.=21/2' 7.5 - - _ _ - - -- - - 9.5 7 4.8.- _ _ _ - - - - - - - - - - - 0.5 a `s - - - DLADE WORKING 21/21 n.HD 1.o 0.7a 1.D o.o� t.o 6 - - - _ - ITS 6.5 4 - - - 6.5 5 3 _ IN i1t31SON 4 _ _ _ 1_0 - 10.5 8 s - 5.5 5 4 •2" 0.71 0.51 7 - - - - - S5 8.6 5.5 - - - - - 9 5.514.51-• - - - 1 3/4" 0.91 _ _ •.. OM3 -^ - 1 S a WAN.T tlN} 07.50 4.5 3 1 1 2" ff11 {{�� h Co_ V U� V o High 118(OCit Hurricane Zone] E n'.." ��w � � fl 2019 EPSTERN`METAt-SUPPLY,INC '-'-- : > 7797MV t � G. .Accordion Shutter System g Y1{ .moi/l j"r w , n a N.V. BLADE#1 WJ OR W10 H.V.WNMW WADE American Shutter Systems REV.ND DESCRIPTION DATE IDRAWN BY: M.L. t STATE OF ,> TILLiT TESTING dX ENGINEERING COMPANY ••-,•rC A9 6755 N.W.3864 SC.,Ste.30.5.VIRGINIA GARDENS,FLARIDA 3716 Association, Inc. 1 OLD 11-193 +/10/t DATE: 04/10/15 4268 West Roods Drive Phone:(305)871-1530.Fax-(305)871-1532 2 DRAWING N- - s•••'1•l•�•••'" Q�•�'+ tt4 a-mull:UIt9u0mcal.cam West Palm Beach, FL 33407 3 �� r0/0NI°ii'-�Fr{PITT WALTER OOTiiSiTlJr.P.E. Phone: (800)432-2204 . Fax: (561)209-8380 4 P.E.stow i6l 4SRE/DATE FLORIDA Ua.#44167 MAXIMUM ANCHORS SPACING (tn.) SCHEDULE FORA IJIVEN MAX 'SHUTTER SPAN, A.S.D. DESIGN NEGATIVE LOAD AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE INSTALATIONS (SEE MOUNTINGS 1•J,K do L ON SlIEET 7) ' POURED CONCRETE ANCHORS SPACING LEGEND WXMUM 7 WALKOVER& 11 TRENCH OJ RAINGUARO MOUNTING ®WALL/FLOOR MOUNTING ©WALL/WALK OVER MOUNTING SPAN A.S.DDESIGN NEGATIVE LOAD(P1) AS.O.DFSIGN NEGATIVE LOAD TAPCON WITH ADVANCED (R) (ped ASD.OFSIGN NEGATIVE LOAD(psf) A.S.D.DESIGN NEGATIVE LOAD(psf) THREADFORM TECHNOLOGY 30 40 1 60 75 190 112011601205 30 40 6D 75 90 120 160 205 30 40 BO 75 90 120 160 205 30 40 60 75 90 120 180 205 14 12 10 9 a 8 6 6 12 12 12 12 12 17.5 B.5 0,5 7 7 7 7 7 7 7 .5 5 5 5 5 5 5 6 6 ALL POINTS SOLID-SET 3•-0" 14. 12 10 9 8 8 6 5 12 12 12 12 12 12 9.5 7 7 7 7 7 7 7 7 7 S 5 5 5 6 5 5 6 BLUE TAP IR LES5 14 12 10 B 0 6 6 6 72 12 12 12 a5 8 9 4.5 7 7 7 7 7 7 7 6.6 6 5 5 5 5 a 8 6 TAPPER+ 14 12 10 9 8 0 6 6 12 12 12 12 12 10 7.5 6 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 70 9 8 B 0 B 12 12 12 12 11.5 8.5.6.5 5 7 7 7 7 7 7 5.6 4 6 5 5 5 5 5 5 4 4.-0. 1i 12 to 9 8 e e 6 12 12 12 12 12 9.5 7 5.5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 9 B B 8 5 12 12 12 9.5 5 6 4.5 3.8 7 7 7 7 7 7 8.5 5 5 5 5 5 5 5 5 5 14 12 10 B 0 8 B 8 12 12 12 12 10 7.5 5.5 4 7 7 7 7 7 7 7 5.5 5 5 5 5 6 5 5 5 14 12 10 9 0 8 6 0 12 12 12 11 9 7 5 4 7 7 7 7 7 5,5 4 3 6 5 5 5 6 6 4 3 5r-0" I4 12 10 9 8 0 5 0 12 12 12 12 10 .7.5 5.5 4 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 1d 12 1D 9 D 8 8 8 12 12 8.5 7.5 6 4.� 3.B - 7 7 7 7 7 7 5 3S 5 S 5 5 5 5 S 4 T 14 12 10 9 0 6 6 6 12 12 12 9.5 8 6 4,5 - 7 7 7 7 7 7 5.5 4 b 5 6 5 5 5 5 4 SEE ANCHOR 14 12 ,10 9 0 B 6 6 12 12 11.5 9 7.6 5.5 4 3 7 7 7 7 7 4.6 3.5 - 5 5 $ 5 5 4.5 3.5 - SPECIFICATIONS 6,-0" 14 12 10 9 6 a 8 6 12 12 72 10 It 6 4.5 3.5 7 7 7 7 7 7 7 7 5 6 5 5, 5 5 5 5 ON SHEET 13 • 14 12 10 9 8 •e 6 6 12 12 8 6 3 4 3 7 7 7 7 7 5.6 4 5 5 5 5 5 5 4 3 14 12 10 9 6 8 8 8 12 12 10 a 66 5 .76 - 7 7 7 7 7 6 4.5 - 5 5 5 5 5 5 4.6 - 14 12 10 6 B 5 0 B 12 12 10 5 6.5 5 3.3 - 7 7 7 6.5 5S 4 7.-0n 14 12 10 9 8 B 6 fi 12 12 12 8.5 7 5_ 4 3 7 7 7 7 -!--L 7 fi 5 5 5 5 5 5 5 5 14 12 10 9 B 8 6 0 12 10 65 6 4.5 3 7 7 7 7 6.5, 5 3 5 5 5 5 5 5 3.5 3 .14+1'. 4 12 10 9 8 a '8 6 12 12 8.6 7 5.5 4 - - 7 7 7 7 7 5 - - 5 5 5 5 5 5 4 0 VALID ONLY FOR UP TO +70, -75 1.4 12 10 9 8 B fi - 12 12 8.5 7 5.5 h 3 - 7 7 7 5.5 4.5 3 - - 6• 5 fi 5 4.5 3.5 - - PSF A.S.D. DESIGN PRESSURE 14 12 10 9 B a 0 - 12 12 05 7.5 a h.5 3.5 - 7 7 7 7 7 7 7 4 5 5 5 5 5 5 6 5 RATING & FOR SPANS PER 14 12 10 9 B 5 :e - 12 9 8 4S 4 3 - - 7 7 7 7 55 4 - - 5 5 5 5 5 4 3 SCHEDULE #4, SHEET 11 14 12 10 9 8 8 6 - 12 11 75 0 5 .75 - 7 7 7 7.5 6 4.5 - 5 5 5 5 5 4.5 - 14 12 10 9 8 8 - 12 11.5 7.5 8 5 3.6 - 7 7 6.5 5 4 6 5 S 5 4 3 9r-0+ 14 12 10 9 B a - - 12 12 95 6.5 55 4 3 - 7 7 7 7 7 7 8 3 5 5 5 5 5 5 5 5 14 12 1D 9 8 8 0.6 8 5 4 35 - 7 7 7 6 5 3.5 74 12 10 9 8 0 12 70 6.5 5 &5 - 7 7 7 6.5 5.5 - 5 5• 5 5 5 4 14 12 10 9 8 8 - 12 0.5 7 5.5 4.5 3.5 - 7 7 5S 4.5 3.5 - 5 5 5 4.5 3.6 - 1 -0'14, 12, 10 9 S 6, - - 12 11 6.5'6 5 3.6 - - 7 7 7 7' 7 7 h.6 - 5 5 S 5 5 -!F- D, fi 45 .•14 12 10 9 B 8 - 8,5 7 4.5 3.5 3 7 7 7 5.3 4.5 - 5 5 5 5 4.5 3.5 'd412 4 12 10 9 8 8 12 9 8 5 4 ,7 7 7 6 5 5 5 9 A5_ 5 14 12 10 9 11 B - 12 95 6 5, 4 3 7 7 5 4 ,3 5 5 5 4 35 11 r-0. A 12 10 9 8' 8 - - 12 10 7 5.5 4.6 3.5 - - 7 7 7 7 7 7 3.5 - 5 3 3 5 5 5 5 4 14 12 10 9 8 a - - 11 8 4 4 3 - - - 7 7 6 5 4 - - - 6 5 3 5 + 3 - - BLADE ONLY '. p q ` ' 14 12 10 9 9 B - - 11 B 55 4 - - - - 7 7 7 5.5 4.6 - - - 5 5 5 5 4.5 - - \\ ��vN I1011y V 14 12 10 9 8 - IIS 8.5 5.5 4-5 3.5 - 7 7 4.5 3.5 - 5 5 4.5 35 3 12,-0'14 12• 70 9 12 95 05 6 4 3 - - 7 7 7 7 7 e 3 5 5 5 5 6 5 45 35 14 12 10, 9 B - - - B 6 4 '3 - - - - 7 7 3S 4.5 3.5 - - - 5 5 9 4S 4 3 ' 14 12 10 9 a - 10 75 5 47 7 6 5 5 5 5 5 4 14 12 10 9 0 - 10.5 5 6 4 3.5 - 7 6.5 +.5 3.5 - 5 3 4.5 35 3 13r-0"14 72 10 9 8 - - - 11.5 8.5 0 4.5 3.5 3 - - 7 7 7 7 7 4.5 - - 5 5 5 5 5 5 4,5 3.5 14 12 10 9 0 7 5.5 3.5 3 7 7 5 4 3 3 5 $ 14 12 10 9 8 9 7 45 .75 - 7 7 5.5 4.5 - 5 5 6 4.5 4 14 12 10 9 - 10 7.5 5 h 3, - 7 0 4 3 5 5 4 3 14•-D"14 12 10 9 - - - - 0.5 a 65 4 3.5 - - - 7 7 7 7 7- 4 - - 5 fi 6 14 12 10 9 - 8.5 3 3 7 7 6 3.5 - •5 5 5 4 14 .12 10 9 - 815 6.5 { 7 7 5 4 5 5 4 14 1Z• 10 - _ 9 7 4.5 3.5 3 7 5.5 3.5 - 5 5 3.5 3 1br-0'14 12 10 - - - - - 10 7.5 5 4 3 - - - 7 7 7 7 7 3.5 - - 6 5 5 5 I- - 4 3 14 12 10 - 8 d.5 3 7 7 4.5 3 5 5 4.5 3.5 14 12 10 - - - - - 6 . h - - - - - 7 7 , - - - - 5 5 . 410 - B.5 7 5.5 3.5 - 5 9 3.510 - - - - - 9.5 7 45 35 3 - - - 7 7 7 7 8 3 - - '6 fi 5 6 3.51D - 0 4.5 3 7 �jp 5 5 + J.5f .5 6 5 4.5 - - - OR!VI UQUINQ D Ofll h ('Velocity hurricane Zone Jf5 e ©2015 EASTERN METAL SUPPLY, INC. ISERMA NUT, Accordion Shutter System H.V. BLADE JAI W/OR W/0 H.V.WINDOW BLADE American Shutter Systems REY.Na DESCRIPTION DATE DRAWN W' M.L -lye p� '(� a TILLIT TESTING ffi ENGINEERING COMPANY "O••••,•/C� ' W�L� 055 N.W.36th.SL,Sb.305,VIRGINIA GARDENS.F MGA 3316 Association, Inc 1 OLD 11-193 4/10/15 GATE: 04/10/15ND- (l 49 Phone (305)871-1530.Fox:(305)871-1531 h268 West RaOds Orive 2 na��n G ,4 a-mall:tEltocea7eel.wm West Palm Beach, FL 33407 3 gDRAWING ND-- Phone EB-('005719 Phone: (800)432-2204 . Fax: (557)209-8380 + 1 5-030 U ...i•14' WALTER A.TILLIT Jr.P.E P.E.SEAL/SIGNATURE/DATE FLORIDA Lia R 44167 5 SHEEP s1 14OF' 20 u Z FX1 14 Uj a W.11►.•S: \.JeNj rjW Ep .al �i /.► US:. 111 :► .?• \ \ 511/ •:� :�. �:: '�►� \ u�.►11►. 11' �: �� :al � ►7: _:1�► mmlm vv®aW1 ®moa1IMo®mmM13 M00013MMMO®®Mdo®molmmmmm��i 'm®mrraor�®n .,. �mmm�oovn®mmoouivo;m�am000©o;n00000aommmo � o�®mw000aiol ! mmm000vn®mmoonvo,® ao�� m®m000�om®mo ®®n�m�llommnoor�e�,anono��®mmmnoonommmon000 mm o®ae00000 ®0mmmlumo�ommmo0®vn �mmm000��o;®®mao®oo®®moo®�I�;��no�®�©�mmonvvo,®mmoowo, • ,��®IDO�QOOm®moo®vvmmmoo0de000000�ommmo©oojrxmmvo�oo! �maoovnol®®mm©moon�m�©save'nomoaoon!�m�©onnn:�maa�onoI MMMMMM00®®ME00v0i®®m ��oOI OOO�D©0m®m000vO,®®mr"v0O aim©nOOnO'�m��Onnnlli�i��n�aaaann�m©OOn��®nnnOn,®� nSEI m��®�O�o®m�®®voo� ��i�oseeoon®o®oopm�ovvvo!�m� ®voo, mm ��mon0000��oonoon��© aaas;o®©oonoo�®ovnoon,�a©oonoo! : •. m , m�©onnno®�omoonnm�m�am�®aaa000ma®on;mwononnaaw®onoo mm©onnoommomononlmane�e�aaaa;oon�®oona�m©0000n,®momoeoo i ®O oonon000wo®nnonnos�eeeaaaaooaonolon��©000vo��omoon , ®n000000. �aoononor�onileasaa0000noon iLlmOnOnOn,�m®nnnnORlii�i7� iaa�aOOt�i�Onn�mOCanOnnnm®® SE o� Z®onoononmoovoovor:�anaaaaa,al ono��o®oaonl�a©avvoo mmoov000,6mmmnoovnlar:��asae;o��®sono®m000nooi��o�no ; �mnoonnn;®mono onvse�eriaasase000�®o�ao®mononno,mma ®�nnnOnOW®OOnnOoC� MMMMsaa®®on0000ml�OnnnnoWOMIM no :�mvov000:�m�00000i M. nes®es oao©no��w IMI adol�m111 vonoonoov©0000 sasaaeo©noQnnrraw=nnlMaIM M©nnnono� oov0000;�mv000�o�'® esesesonmmoor��ovvovoo�MMMMUMMim� �omA00000�� 000000rai�s®iesesseo©�a0000v©ovoovn'aEHM' o! �©nnnOnn�OnnOnnO,IelAf7esMMse!��i7lnoo�D000Mum!`000non; � �0000vomv000voo ®000nono.mvv00000l�se�se�seseesesnm©000nIn-®nn�anHOMMoonoo, oHUMEMM ®00000MIvMvMMI � � ► �.� ! oonnnoo, � moov0000.®oo voo,�essssssem��000n©kamm no�onoonoo �`L k411 ��non0000;�on�®non�n�asesase oo®000no wvon000!�oon�000n' American Shutter Systems i I ' 2353 N.19.301 �(L.St.NTS.11TGIVIA C4701M.-70111t 4268 West Floods Driwe 531 1 Oi i FIL 33407 _ :• FLORIDA Uc.#44167 ©�� MAXIMUM DESIGN PRESSURE RATING (n.s.Ej AND CORRESPONDING MAXIMUM ANCHOR+ SPACING ('1n.) SCHEDULE FOR A GIVEN MAX, SHUTTER SPAN, NEGATIVE A.S.D. DESIGN PRESSURE RATING ANQ A'CORRESPONDING MOUNTING TYPE, (SEE MOUNTINGS ON SHEETS 16&17). , :EE�3 u• B _-T- F=:;Z SOUSOUTHERN PINE No, 2 W/ MIN, G A.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH T PINE No. SPRUCE PINE SPRUCE'PINE 1/2" MIN. ODX 2 w M1N..c.=0 55 FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOQD DOUGLAS PR W/ W MIN.'c=0.36 unwuuu MIN. G=O. D W/ MIN. G=0.43 SPAN(rt) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT•T M, N, 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS M. N, 0 & R FLOOR MOUNTINGS WALL'MOUNTINGS B.O.WALL 12OUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS W & X W & X W & X P 8; 0, S&V S &V S &V IL1a Burl aLcenT 1Tmw16 nacu(�ASa aural l6ME REEm➢➢d nms(laQ ASIL acm rmJn�11ESLUI€Itms�Asn.amaNaslmE RFS9aa:nmu(prj Asa mnl Ifi77M1E nmlc 4d1 xsn.Deal IasunE RE>9�6Ga(�un.aEstll IIGURE�AACD(�,Lw.8901 I7L6hE Nm511E atms(la)AS0.116DI name ITESSVIB Tamm(�un BSaNFTM[d RFsvu¢IUND(� 30 40 60 75 90 05 30 40 60 75 90.105 30 40 60 75 90 105 30 40 fi0 75 .90 OS 30 40 60 74 90 105 30 40 60 75 90 105 30 40 60 7.5 90 05 30 40 60 75 90 105 30 40 6075 90 105 30 40 60 75 90 105 •-0^OR LFSfi 12 10 10_L_6 8 6 6 6 6 6: fir 12 10 10 9 '& 8 8 fi 6 6 6 6 12 1D 10 9 6 8 e 6 6 6, 6 6 8 5 h 4 4 3 12 12 72 12 12 12 12 12 12..12 12 72 12 12 12 iZ 12 12 4'-0' 12 10 10 9 8 8 6 6 8 8 6 fi 12 10 10 9 B 8 6 6 6 6 B 6 12 10 10 9 5 B 6 6 6 6� 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12,J2 1Z 12 12 12 12 12 12 12 '•=.p^ 12 10 10 9 8 8 6 6 6 6 6 S 2 10 10 9 8 B 6 6 fi b 6 5 12 10 10 9 87 6 6 6 fi fi 5 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12' 12 12 12 12 12.12 0.5 12 10 1 O R 8 6.5 6 6 6 6 5.5 4.5 12 10 70 9 B 5 6 6 6 .5 5 4.5 12 10 10 9 6 3.5 6- 6 6 5 4.5 6 5 4 4•3,5 - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 1.0 8.5 7'=0" _ 12 10 1O 9 6.5 4 B 6 6 .5 4.5, '4 12 10 10 9 5 3 6 6 6 5 4 3.5 12 10 10 7 3S - 5 6 6 5 4 3.5 6 5 4 4' - - 12 12 12 12 12 12 12 12 12:12. 12 10. 12 12 12 10.5 8.5 7.5 W-O 12 10 10 7S 4.5 3 6 6 6 5 h S 12 10 10 6 3.5 - 6 6 5 S 3.5 3 12 10 10 4 - - 6 6 5 .5 3S 3 6 5 4 - - 12 12 12 12 12 12 12 12 12 12 11 9.5 12 12 1.5'9' 7.5 65 9'-0" 12 10 10 5 3.5 - 6 6 5.5 .5 3S '3 12 10 9 4 - 6 6 4.5 4, 3 3 12 10 4 3 6 6 4.5 4 3 3• 6 5 3.5- - - 12 12 12 12 12 IO 12 12 12 t1. 9.5 8.5 12 12 10 8.5.5 5,5 10'-0" 12 10 7S 4 - - 6 5 5 4 3 - 12 10 6 3 - 6 6 4 .5 3 - 12 10 3 - - - 6 6 4 .5 3 - 6 5 - - 12 12 12 12 11.59.5 12 12 12')4. 8.5 7.5 12 12 9 7, e 6 11'-0" 12 10 5.5 - - - 6 6 4.5- - - 12 10 4.5- - - 6 5,5 3.5- - 12 10 - - - - 6 5.5 4 - - - 6 5 - -.12 12 12 12 10 8.5 12 12 12 '9.5 8 7 12 12 8 6.5 5.5 4.5 12'-0" 12 10 4.5 - - - 6 6 4 - - - 12 10 3S- - - 6 5 3.5-, - - 12 10 - 6 5 3.5- - fi 5 - - - 12 12 12 11,5 9.5 8 12 12 11,BS 7 6 12 1.5 7. 6 5 4 13'-0" 12 lb - - - 6 6 - - - 12 10 - - - - 6 4..5 - - - - 12 7.5 - 6 5.5 - - - - 12 7 - - - .5 4.5 - - - - 12 7 S 4.5 - - 6 :5 - - 12 12 12 9.5 8 6 12 12 9.5;7.5 6 4.5 12 9.5 6.5 b h 3 0" - - 12 - - - - - - - - 16'-0" - 12 - HV BLADE OR n HV BLADE W,/ .(2-HV WINDOW BLADE WORKING IN UNISON* A SFE LW ADDNS aF USE Fap ' Buz ON SHEET 19 +NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL.FLOOR OR SOLID WOOD SOFFlT SHALL BE AS FOLLOWS: 3.SUBSTRATE SWILL CONSIST OF THE FOLLOWING: • -SOUTHERN PINE No.2 W/G=0.55(N.O.S) -1/4•,TAPCON ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER W/MINIMUM EMBEDMeq AS INDICATED AT -DOUGLAS FlR'W/0-0.50(N.D.S.) FACH SECTION ON SHEETS 16&V. -SPRUCE PINE MR NORTH W/0=0.43(N.O.S.) EXCFPTON:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/C=0.36 2.ANCHORS TO HOLLOW COLING SHALL BE AS PER MOUNTING TYPE U,SHEET 17 AND SHALL.CONSIST OF -MIN.1/2"CDX PLYWOOD(1956 APA) LAG SCREWS AS PER NOS 2012 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. rR oploaleArrirro.��o� O IWi O p h 19eiacl Nurricone Zone e0� " ,'•�C�fTIp's. ••"I�jv.'A 0 L� C�00 0��c. o ` '• ©2015 EASTERN SUPPL Y, INC.Shutter System xiSS15ER% ALRTM Accordion H.Y. OLADE#1 W/OR W/0 Ii.V WINDOW BLADE ' American Shutter Systems RLV.Ha "DESCRIPTION DATE DRAWN BY: M.L. �p OF TILLI7 TESTING & ENGINEERING COMPANY Y ^ �� 6155 H.W.30th.SL,St".3a5,VIRGINIA GARDENS,FLORIDA 331a Association, inC. 1 OLD 11-183 4/10/1 ATE: 04/10/16 • 1A, Phan.:(305)671-1530.Fax:(3D5)071-1531 4268 West Raads Drive 2 a-moll:tilt a..0--sour West Palm Beach, FL 33407 3 DRAWING No EB-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 4 15-080 L7 WALTER A TILUT Jr.P.E. A,Arr P.E.SEALjS�G(ATi4YIJ�E/DATE, FLORIDA uo.p 44157 fi 15H OF 20 END INSTALLATIONSn WV & (P1, VIVO BLADES INTO 2"x4" MIN WOOD STUDS. 2'x4'MIN. �j'4; \ ih W000 snios. INCOD STUDS. \ / 1/4'0 TAPCON WITH p:. (�APPUCAO� /-ADVANCED THREADFORM Yxa°MIN.WOOD \ / ( LE) TECHNOLOGY TIVl BUILDIX =D".REQ•O. 2'x4°MIN.Wool) AS APPLICABLE) FBF \\ / ANCHORS 0 a"D.C. STUDS REQ'D. WALL 2' \ / W/1 1/2'MIN.THREADED �' _I \ / •"ip Fl)IISH FINISH PENETRATION INTO SN05 OR y%r' THREADEDr. 00STING GlAss 'C I' PENEIRAnON TO 1/2"CUX L\ "'- LIN yy,, PLYWOOD IF NO SUDS EXIST. EXISTING GLASS x\ E%TTWC GLASS / jq. IXISTINC GL/SS / \ / \ MIN.gPARAnON yX X 1/z'MIN.CO7f '•.y1 N G1A55 STE '$\ PLYW00 IML SEPARARCH .( AEN.SEPAfLNION ANFLULE ON(BHFET '� it''h':ilvhP':+'s 1/2'MM.COX IAN.STFAMnON To ULE CI(SFE i.+ir •'ET' PLW1000. 'Ar`+'? ?�:'v'+a^C'�.:3'Q{ i:[a? TO MASS(SEE ;� l0 QASS(Sf:E 1/2'MRL COX ?`j:�,4!.''i SCHEDULE CN SHEET 11 FOR SLADEOAND 1/16'x3' 'W SMEDI11E ON SHEET �u d:f%^'•-Com'+`)�iy�: °2„"',10 19CHFD'.IlEB�WE� PLYWOOD. 1/2••" 71 FOR H 10 OFOR ON SHEET 19 FOR (G093-Te)CONT. FINISH 1/1'MIN.COX 111 OR LAD9)A D ON SHEET'10 FOR DMFS0 BLADES ALUM.CC T. PLYWOOD. [lALY:SO9 WALL BLADES Q) 1/2•MIN. PLATE((LOCATE 1/2' FINISH I ug 1-an r wa. AT POTHER BIDE MIN IAv Nvuvngt.1/aN-i• IN+IBNMIM a1P Nk ij OFQ) wm-m AUaO Ar w aR Q10x1/Z'S.MS. �n)(a)1/4'E•YM�NS 6x ' p16 O.C. $10x1/z' T- Wrm AmAxem pts D.D. 4 1xaTxomrolTEwxwnar 11 m $ 4 EL—TE A.WALL�FITIER ixc OF©) UR ®O TZ SEE DETAIL X FO 1 OR(W SIDE CONNECTION SIE DETAIL X FOR SEE DETAIL%FOH 1 OR®� TO TRACKS SIDE CWINECTION 4 ®^'®w©•O�Q..10.®a' �m®m eQE Oj aQwl�•®� SIDE GONNECIAIN ©m®m©•7Om8O••10•®•+ TO TRACKS QO•Q31w®•®w©.®m ®®w®•®m©®m TO 1RACR5 ®v •QmQm10•®m O.®m®.�w®.®m ©.0.©„O.7•®w O.O•©ml)0•®w I O a®°+®.�3 m©'®°' ©'Qj '®wQ0'O.®°' ®•®e'�•�.Q•Q�" ®•®w� ®wO ®m ©`Q7 •©v©.7�.®°' ®•®ml®•®w�6s®m al)•®o®.®wl�•® END CONNECTION DETAIL SND CONNECTION DETAIL Q7 O END CONNECTION DETAIL 9Q • END CONNECTION DETAIL 8 EXISTING >F REQUIRED ONLY FOR SPANS GJLEATFA THAN 12'-0' baSRNG GLASS 1/4.0 TAPCON WITH 1/4'0 TAPCON WITH �OLASS ADVANCED THREADFORM ADVANCED THREADFORM TECHNOLOGY TRY BUIIDIX TECHNOLOGY RW BUILOIX 2'xa'AarL waoU ANCHORS W/1 1/2't+IN. ANCHOgs w�1 1/z•MIN. G SEE LIMRATIONS OF USE OF THREADED PENETRATION THREADED ENERWOON #lox1/2'S.MS. MR.SEPARATION BLADE to oN SHEET' 18 MIN.SEPARATION SPUD$REq•0. INTO STUDS®12'D.C. INTO MUDS m 12"D.C. 0160 BGG (SEE �• SCHEDULE ONTO CLASS SHEET "• 1/2'MIN. 11 BLADE OAND 4' 11 FOR MADEOW ''y O 8 FOR __--- ON 90-7 19 FOR f :.1 5 BI/l6(D&0 ---.-- BLADES(1) 1/2•MIN I`.. 4R FTT= - =q ©DR©dRO OR -- J.f. 7•MIN IN. 'rt O R • T 5 ,sk G)OR @±J4 ®OROOR ,. '.a%r.::rte:. .1r ,y'>i.�:r4�.�I tc^c�;�V�;.ny7;•+�y @OR(gOR(BORVIEW „®w©•Qm@m10•®m LWALL FINISH 2'x4'MIN.WOOD,. WALL w®wO♦OmOwO.®m � Y STUDS PLAN ©♦O.®m©•O'�m Q•Q�®wO.O�®w .E.._Y DETAIL X - Em-P.9NNECTLON DETAIL © END= _ _ 6*�. I 0 G_ Hi h=Velocit-Nurricane_8one_ ----- ©2015 EASTERN METAL SUPPLY. INC. SERUM NI WTM Accordion Shutter System >0 j),l!JJ�LL voa. .—�.... - -- - �� ® 9417�.. •._".L]�`-✓IDDl�p H.V. BLADE#1 W/OR W/0 H.V.WDDYJ BLADE American Shutter Systems RE!-No DESCRIPTION DATE DRAWN BY: IA.L e .� STATE OF :'� TILLIT TESTING ENGINEERING COMPANY Association, Inc. I OLD 11-193 4/10/15 DATE 04/10/15 �� ••.�•AC Or�'.]�• BOSS N.W.36th_SL.SFO.305•VIRGINIA GARDENS.FLORIDA Z316t 4266 West Roads Drive 2 Phone:(305)871-1530.Fax:(305)871-1531 West Palm Beach, FL 33407 3 DRAWING No -ma p (�pL c ell:tlltaco®aol.com --.��0 SFA��IVF1{.�,A•'+. EB-COCS719 Phone: (800)432-2204 . Fax: (561)209-8380, 4 r WAITER A.TT-Ur Jr.P.E. 5 SHEET P.E.SEALJSIGNAfI)RE/OATS FLORIDA Uo.#441157 a 18 OF 20 °S,ENERAL L1tt�FTATIONS AND CONDITIONS OF USE FOR BEFUHA A G ®�® M `Jud (A�, 1.MAIC.A.S.D.DESIGN PRESSURE RATING+110,-110 p.a.L 5 `'."'y y/7 y7 2.MAX.SHUTTER SPAN:96". 3.ALLOWED MOUNRNGS.A. 0,G&H ON SHEETS 6,7;AS WELL AS MOUNTINGS M.0,T, U&W ON SHEETS 16&17. ONLY CINTERMATES AMo (BOTH W/ SI OR 2(0'1 ARE ALLOWED WITH(21) z ARRA�JC�ED IN A SYI or OR TIPPO NG lA OUT.IN CASE OF OPPO WC g YOUT,p5)MUST BE INCLUDED ONLY AT EMERIOR ACCESS SIdE OF Om®e6 N 440R 5 CENTERMATE. 16 ai 5.(A)HV WINDOW BLADE 0 SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS TYP EA END A (3.0 HOLES) FOR®PLR BLADE AT SPACINGS SHOWN ON SHEEP 4. (B)MIN.CLEARANCE FROM TOP OR BOTTOM EDGE OF HV WINDOW BADE 1A OF ANY 3"0 HOLE FOR®SHALL BE 12". MAX_5 WINDOWS ALLOWED AT v: (C)FIRST OR BLADE COMING OUr FROM STARTERS AT ENDS MAY HV 0-0Y BE WINDOW BLADHV E® WINDOW BLADE 1�A 2 (D)HV WINDOW BLADE(9 MUST BE USED ALTERIIATE TO A SOLID HV BLADED THROUGHOUT SHUTTER'S WIDTH. (E)CE MATES SHALLALWAYS BE INSTALLED AOJACENr TO A SCUD HY ,4 , � a� BLADE 1 AT IIRiER SLOE OF THEM. 8x ' , (F)POLYCARBONATE;HV WINDOW g SFW1 BE INSTALLED 50 THjIj TABS FACE SEE END THE INTERIOR OF THE OPENING B NG PROTECTED.HV WINDOW F-iE4) MUST BE SEE EN NON 9 ,� ONLY INSTALLED AND LOCKED USINO A W SETTING TOOL PROVID D BY ASSA, BE ON SHEETS aa INC. FULL HEIGHT. h32� 6. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME lA 1 ffgN BUILOINGS ON SHEET 15,AS LIMITED BY SPAN AMD DESIGN LOAD(SEE NOTES P 1 &2 ABOVE). CL9~ 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLA710N5 IMO POURED CONCRETE OR CONCRETE BLACK WALL ON SHEET$ 12&13 AS LIMBED BY SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). e,MINIMUM SEPARATION TO GLASS SCHEDULE (SEE PLAN FOR REQUIREMENTS) q� � D I{ TYP TOP&BOTTOM W ) aB®a6t��Vl SHUTTER SPAN MDIIMUM SEPARATION TO GLASS •• "NUMUTD WID 96•Max. 5. ELEVATIQN LAN.SEPARATION To Cuss FXISIING GLASS SEE SCHEDULE ON SHEET 12 FOR BUDE(D AND ON THS SHEET FOR BLADES()& 5 EYP. 1 \\ 4Q ITP. WSIMM oICRAL BCEENTERMATES 21 22 \ � �_ �ea w/o �NOTE 4 ABOVE) �PLAN / TYPICAL In HV BLADE WORKING lid Ui`9MOWIHV WINDOW BLADE SHUTTER* --- a9 �• FLQRIQG O E High Velocity Gtulricanel�One Ln�p • m 2015 EASTERN METAL SUPPLY, INC. p3A �• -`•CjLIVa7$••••• C�2ny��tf�n NUT �7��/ -- ao0 V• MgM D UlIA L'fll IJTM —r D ► OO U o�o �A a��, o Accordion Shutter System F : H.V. BLADE#1 W/OR W/0 H.V.WINDOW BLADE American Shuffer Syst®ms REV-11.1 DESCRIPTION DATE I DRAWN BY, M.L. TIL IT TESTING & ENGINEERING COMPANY F OQ• �L'' Association, Inc. 1 OLD 11-193 4/10/1 DATE. 01/m/1s O 0355 N.W.36th.SL.Ste.305•YI6GINIA VADENS.FLORIDA 3716 • 4268 West Roods Drive 2 ,'�.}T^�®AInL Phana: (305)B7I-1530.Fax:(305)871-1531 DRAWING e—mail: 0 -• •J [[VV II''�3��- UlLc000aoLeem West Palm Beach, FL 33407 3 „•_ „r•R EB-0006719 Phone: (800)432-2204 .Fax: (561)209-8380 [ 1 5^•�� WALTER A LIT TILJr.P.E. P.E.SEAL/SIGNATURE/bATE FLORIDA Ua ff 44167 5 SHEET c 1'9 OF 20 RINSTALLATIONS W � HV BLADE & HV CENTERMATES ® 12000"Max f '•:''VARIES•': d 8'x / EOUIREO MINIMUM 1 "2A THICK Min.ASTM A-653653 GRADE 40 ':•MQ%•:" bOJ�JL Mln.G-6a pAL.V.STEEL w 43b INTO METAL STU® WALLS 5 METAL STUDS AT 16"O.C. I -- ®fi•QO. -¢0 41 OO 3® �./4°D fJ NOMINAL W ;``;:4';LL`j Ir—II 38 AN S ALUMINUM SLEEVE 1" 12 o x FOR BERTHA 'HV BLADE ACCORDIQN SHUTTER 6063-T5 ALLOY PEOUIPEO MINIMUM Min• 43° '�� - _ SYSTEM INSTALLATION TO METAL STUD WALLS o 1 3/4'x 6 1/4'x 0.035'THICK Min. ®6.0.0•R 3000' co CALV.STEEL 7RACN CHANNEL 43c I SEPARATION TO GLASS SCHEDULE ��LENGTH ASTM A-653 GRADE 40 Min.G-aD 1 0 6'D.C. 39 z 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 p.s.f.GALVANIZEOFASTENED TO ST11p5 EXISRNG FINISHw/(2)¢6x1/2'TEKSCREWS ON AS APPL��INTERIOR&EXTEIMIOR FACE • 2- MAX_ SHUTTER SPAN: 84" �+ I" EXISTING GLASS MIN.SEPARATION I TO GLASS TD GLASS (SEE SCHEDULE) 3. ALLOWED MOUNTING:(@ ON THIS SHEET. 43b 9/4i�—?_0X3" BOLT ¢3 P 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED MUST PENETRATE 43c 1" ISRNG FINISH I ) As APPLICABLE E I I..i WITH 21 ARRA GED A SMETRICAL LAYOUT. REQUIRED MINIMUM ® s'a.c. I' 'i 1 USE OF 2 35 6" LONG, MINIMUM MUST ALWAYS BE 1.373' 1 3 4'x 0 1/4°x 0,035'THICK Min. I ( ) ( ) 250° f- 050" coNr.GN_V.STEEL TRACK CHANNEL 43c 430 I, I INCLUDED AT ERIOR OR INTERIOR ACCESS SIDE OF L— ASTM A-k53 GRADE 40 Mln.G-60 I I GALVANIZED FASTENED TO STUDS 1 ®G"O.C. CENTERMATE m' W/(2)�L6x1/2- SCREWS ON `1/4"16-20 THREADS INTERIOR&EXTEH OR FACE 1" +a 1111 M. `.1., `"• BLADE SLACK ETAIL HVF IS VALID ALSO FOR 430 C U, 0 �I�j w ,� ':_ 1/2" )'2 38 CENTERMATE 21 APPLICATION WITH BLADE(!) PRODUCTS EA13-LOK HD Ut REQUIRED MINIMUM COMPONENTS `� I� I,�' {�� 6'x 1 1/2"X 0.035"THICK ® 6' O.C. CO M 11 ONE NTS ;64.ASPM A-653 GRADE 40 •:;;?L+: �✓<1', Min.0-60 GALV.STEEL WALL HEADERfSILL INSTALLATION EXISTING FINISH AS APPLICABLE SCALE: 3/8"= 1" METAL STUDS AT i6O.C. (TYP.TDP&BOTTOM) .035'THICK Min. __ _ 10 T.G 6 1/4'x OTRACK CHANNEL. �j 013.GALV_STEEL _'_ _ _ T-EXISTING GIASS - - - - - - - - ASTM A-653 GRADE 40 Min.G-60 =.1•= ' +t 7^I: •• ',141 •I• GALVANIZED FASTENED TO STUDS ,: .'1 _ :I'•I' -':) W (2)§6x1/2'TER SCREWS ON c I •S� �METRI'CA I I YM •S� YC L' � Yki•M ETR A �IFS:': // 'I• I - .MIN.SEPARATION YAR INTQiIOR&EXTERIOR FACE ••430"43b�'43c�' .�� :I I' CENTERMATES W/: I•' I-i'CENTERMATES W/_ TO Goss z• I. ''i• I' 'SEE SCHEDU 'Max„•:.. I- it 4 I•Iv _ _ S5�5 DE I. RIOR CCE I D :�IN E A EXTERIOR ACCESS SIDE.. T XTERI R �t s• (TYP,) MIN.SEPARATION TO GLASS I N 3 — MIME SEPARATIGN TO MASS IN 4 W/INSIDE LDa< gL sa�DaEj 6' In W/OUTSIDE LOCK(SEE SC=4 _—_—_--_ 2 -- — 24 Q--- — -- --- - -- Y _ 2•� I --I 2 t 21 LOCATED AT 12 D ^— - + HV HEADER/SILL ENDS VIEW Y 4 2 3 1/4” (TyP) IRY (6"Min.) 24 SIDE CONNECTION TO TRACK s 1/2'(ryP) 7- � 7' s 1/2' MAX. SLACK �>I (cont.) V1AA HVO oAOpppAsaaoir��DE SLACK DETAIL HVF- �/C - high Velocity Hurricane Zone: v u C 0 2015 EASTERN METAL SUPPLY, INC. — SO p�, C� 00 0 Accordion Shutter System o° ? H.V. BLADE#1 W/OR W/0 H.V. WNDCW BLADE AITl®PICan SI1U4tas SyStOPPTS REV.N°I DESCRIPTION OATS DRAWN BY, M.L ' TILLIT TESTING & ENGINEERING COMPANY g�pD s„ Assoclatlon, Inc. 1 OLD 11-193 /10/15 DATE: 04/10/15 :• �j . 6]55 N.W.36th.SL,SL.3G5,VIRGINIA GARDENS.FLORIDA 3316f 4268 West Roads Drive 2 Phone: (305)871-1530.Fax:(305)871-1531 _ DRAWING No .-.all:WEn°a®aal.cam West Palm Beach, FL 33407 3 Ee-0006719 Phone: (600)432-2204 Fax: (561)209-8380 4 15-080 WALTER A.TILLIT Jr.RE 5 SHEEP P.E 5EAL/SIGM7d9E/DATE FLORIDA U..#44167 6 20 OF 20