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HomeMy WebLinkAboutProduct Approval 712RI2(]15 d Florida Building Code Online ! - —---- -- ---- --- --- - --- - ----- — - ' i z d r Mrs BCIS Home Log In User Reglstration { Hat Topics Submit Surcharge Stats&Facts Publications FBC Staff i BCLS Site Map Links search ProdProfe5si �= USER:Pub Approval USER:Public User. &,.. .• Regula'Alon Product Aoeroval Man >Product or Aoolication search>Aoollcation List>Application Detail FL# FL1850-R10 - '-- _ Application Type Revision -Hit 0,,! Code Version 2014 Application Status Approved Z);f Comments Archived [ Product Manufacturer American Shutters stems_Ass•c'a Sys G Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407At ! (561) 209-8263 bfeeley@easterninetal.com ' 'Authorized Signature 8111 Feeley irodriguez@easternmetal.com'., Ir .Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a:Licensed Florida Professional Engineer:. Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter,A.Tlllit,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 Ddf Referenced Standard and Year(of Standard) Standard. Year TAS 201,202;203 1994 Equivalence of Product Standards, Certified By Sections from the Code I , Product Approval Method Method 1 Option D 29/2015 Florida Building Code Online 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 185011 Bertha HV Accordion-Blade 3 Extruded aluminum blades folded together thrill knuckles and (HVHZ) Drawing#15-081 retained by tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ;Yes FLIS50 RIO II A.S.S.A. INC. drawino DRWQ.15-081.pdf 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 ls.12'-7"for 35 psf FL1850 R10 AE A.S.S.A.INC. P,E.R DR\qG.15-081,P_d positive ASD load and IT-O"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 V Accordion Shutter Extruded aluminum interlocking blades retained by tracks -HVHZ-Drawing#15-079 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 R10 11 A.S.S.A. INC. DRWG.15-079.pd Approved for use outside HVHZ:-Yes Verified By: American Test Lab Of South Florlda,Inc. Impact Resistant.Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Level'D". Max.span is 13i-2"for 30 FLIB50 R10 AE A.S.S.A. INC. P.E.R. DRWG.15-022,pdf psf positiveASD 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 oWschedule,#1,sheet 12.And 15'-5"for 30 psf positive ASD load w/o window blade and 18i-0 for 30 psf negative ASD load for HV2 blade w/o window blade. See sheets number 12, 25,28and28A of installation drawings for other spans and pressures. I '1 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.r)df 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, NIA Evaluation Reports other. Large missile level.'D".Max,span is 16'-0"and FL1850 R10 AE A.S.S.A.INC, P,E.R DRWG.15-080.r)df 14'-9"for 30 psf ASD negative load depending on Created by Independent Third Party: Yes centermates and locking rod configuration for the HV1 blade, 8'-0"for+64,-72 psf load for HV blade for Keystone mountings 7i-0"for+75,-75 psf for metals stud mountings and 8'-0"for 110 psf. for HV1 and HV1A working In unison. See sheets 7,11,20 and 19 respectively of installation drawings for other spans and pressures. Contact Us 1940 North Monroe Street,Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AAIFED employer.Copyright 2007-2013 State of Florida,:;Privacy Statement;z 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 850,467.1395.*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 emaft provided may y 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 heLe. Product Approval Accepts: f LC � t oCe WALTER A.M-LIT,JR.,P.E. tilteco@aol.com FLP.B.License No.44167 FLE.B.License No.0006719 PRODUCT.VALUATION RCp�G�`� (REPORT NO., 15-0415,02:. , LATE: April 15, 2015 PRODUCT CATEGORY: Hurricane.Shutters ' PRODUCT SUB.-CATEGORY. Accordions PRODUCT MAME: Bertha H.V. Accordion Shutter System HV Blade 1 W1 orW O HV Window Blade a ' SUBMITTED BY; Arherican Shutter Systems.Association, In' (ASSA) 4268 Westroads Drive -West halm Beach,Flo.dda33407 1. PURPOSE OF EVALUATION: ION: This is a Product Evaluation.Report issued by Walter A., Tiilpf, Jr., P.E. (System ID .# 1.906) as.a Revision.to FL 1850.1 to the American Shutter Syste"ms Assocla!tion, Inc. (A;S.S.A.), based on Rule Chapter No. 6IG20-3, Method 'lD -of the Florida. Departmen of:Business and Professionals Regulation. This product is being_issued an. Evaluation Report as described,herein', and',has been verffied for compliance'lri accordance with.the 2014 fifth edition 'of the;Florida Building Code, and to verify that the product is for the purpose intended at least eguival'ent to that required.by the Code. This Product Evaluation: Report shall be subject to review and' revision in case of a Suiildin� Code change that may affect its firnitations and conditions. 2.1. PRODUCT EVALUATION DOCUMENT (P.E.®.), �f Drawing Mo. 15080;titled "BERTHA H.V.ACCORDION SHUTTER S` STEM",HV Blade #1 VIII or W!0 HV Window Blade, sheets 1 thru 20 of 20, prppared':by Tilteco, Inc.; 'signed and sealed by Walter A.Tillit, Jr,; P.E.; dated wing is;an integral part of this Evaluation Report. soa� g ��� - .. Oto•�4M .'°' ' •• iso A. 6355 N.W. 36th Street, Suite 306,N i.anai.,Florida 333166-Phone;°(365)_��V .-- Vax: (305) 371-1531 ]PRQDUCT EVALUATION REPORT NO.15-0415. 2 22, TEST REPORTS: For HV Blade I Large missile impact and cyclic Loadings under ASTM E 1886 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 'Hatten, P.E., jointly With ATL Reports 9 I004.01-06 dated. 1'1/16105, 'signed and sealed by William R. Mehner, P.Eft.1.214.0 1-'05 dated 12120105, signed and seated by Henry Hattem P.E. per protocols TAS 201,202 and 203 completed with ATL 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. I I CM-223, dated 0316412011, signed and sealed by Frank E. Grate Jr.,P.E., per ASTM E-8, as well as Reports # I OFM-71 8, dated June 22, 2010, and Report# I ICM-233, dated 030412011 signed and seated by Frank E. Grate Jr. P.E. as per ASTM E-a Additionally, Report No. 0210.01-11, dated 02/1112011, 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 I with testing of HV Blade 3 weaker) for, Keystone mountings. For HV Window Blade'1A Largo missile impact and cyclic loading under ASTM E-1886 and E 1,996, 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 Test 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 polycarbonate Bayer Makrolon 3103 for fire burning characteristiop, per sections 2601, 2602, 2607 and 2614 the. Florida Building Code, per ETC Laboratories report# r--TC. -07-1095-19015.1, dated 12114107, signed and sealed by Joseph LaboraDoldan P.E. Testing for Polycarbonate Bayer Markrblon 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 12/14107, signed and sealed by Joseph LaboraDoldan P.E. I ensile 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 Sabib,: 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) propertip. W '%. P1 n LRODlf7CT I,VAL J'.�7C1~iON 1 EFQDRT 15-0415.62 3 2.3n.STRUCTURAL ENGIINEERIMO CALL LAUQ1 , C)n Bertha !l.tf. Accordion .Shutter Systernfor maAmum shutter span ys. design wind load, as well as maximum arichor spacing vs. design wind load and shutter spam based on rational and comparative analysis, and in accordancetrith section 1616 of the Florida BuildingCode. Calculations prepared byTilteco, Inc., July 31;2006, May;23, 2008, July 1; 2011; October 27,. 2010 April 27; 2011 and.August 8, 2011 signed and sealed by Walter A.Tillit,.Jr., P.E. 3. MISSILE I M PACT ESOSTAMCE: ; Larges missile impact 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 1 and I-IV blade 1 qualified thru HV3 Blade, Weaker Slade For Keystone,Mounting)And per ASTM E 1886 and E 1996(for glade 1A). 4s NICD LOADS RESISTANCE Accordion Shutter. Syst6m has been verified to sustain wind pressures. Maximum Shutter Span for HV Blade 1 shall- be as indicated on sheet.' 11 of 20 of product Evaluation Document. (P.E:D.),.Drawing No. 15-080 at detail "W".. on Sheet 7 (far Keystone Mounting W"), 20 (for metals studs) and 12,13,1 ,15 of;,20 of Product Evaluation Document(P.E..D.), Drawing NO. 15-080. Maximum shutter Span and anchor spacing for Window Blade 1A shall be as indicated on sheet 19 of drawing Mo..15-080. 5. 5NST1ALLATIOlt R For HV Blade .1 Shall be performed strictly in accordance with the details indicated on sheets 5; 6, 7, 8, 9, 10, 16, 17, 18, 19 and:20 of'.20 of Product .Evaluation Document (P.E.D.), ..drawing No. 15.000. Minlmuni, separ6 ion to glass shall be as ,indicated on sheets 11 of 20 of Product Evaluation Document (P.E.D.), drawing No.15-060. Requirements for use of locks and/or locking roots.. shall be as.indicated on Notes Sof 20 and note 10 on sheet 1 of 20 of Product Evaluation Document(P.E.D.), drawing N '.15-080. The HV Blade Working in unison with Hv Blade 1A, shall.be performed strictly in accordance with llrritatlons included on shoet 19 of drawing N8. 95-080. Minimum separation to glass shall be as -indicated on sheet 19 of drawing Mo. 95-080 Shall be,strictly in eccordance with general litotes and ComponQnts indicated on: sheets 1 through 4 of 29 of Product Evaluation Document (P.E.D.), drawing_No. 95-0,80. Anchor specifications for HV Blade 1 shall be as indicated on sheets 13, . 15, and 20 of 20 of Product Evaluation Document(P.E.D a4mQ Y w i o bE.. .y lil.l.♦ � '� ts" d M R siil ,f 4 ]PR6I➢VCT EVALUATION REPORT NO.nS-0415.02 4 7° LifflTATIONS AMID CCON©qTIONS OFF 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 No. 15-080 prepared .by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product Mgy 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 Blade HV1 USED in unison with blade HVV1A shall be as per sheet 19.of 20 of drawing No. 115.080. Product Evaluation Report prepared -by Walter A: Tillit3 Jr., P.E. (Florida L11cense No. 44167), President of Tilteco, Inc. (Florida EB-0006719). ��®dd3o=jPD��p?o r m @QQ�+� °•°.ars°ate°°� g9 �'� +pqnTj t • ����� �4�� Eft a GENERAL MOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DCCUMENT.(P-E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2D74{5th EDITION) p c �+ •7'•T- Tt+ OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM MAY Be INSTALLED AT WGH VELOCITY HURRICANE ZONES, TABLE OF I.rON I l:N I J 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 DIRECTIONAL"FACTOR Kd-0.85,USING ASCE 7-•10 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) , DESIGN PRESSURE RATINGS INDICATED ON.SHEETS 11 THRU'15,19&20. - - AREA I' HV BLADES(1)LIL IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PERASCE7-10 SHALL BE FIRST REDUCED TO A.S.G. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE TFIESE Wj MAX,.(4,$.0)DESIGN.PRESSURE RATINGS INDICATED ON SHEETS 11 7HRU 15. 19&20; GENERAL NOTES SHEET 1 'SYSTEM COMPONENTS 1-20 �' SHEET 2 H.H.V.RDERACCO DI VE SHUTTER THAT ANCHORS ON THIS FoR IN 11ND IE.WERE NOT DYEiRSTRES5E4,A 33 E INCREASE IN ALLOWABLE WITH FOR WINO TAADS WAS 1W USED IN THEIR ANALYSIS.BERTHA SYSTEM COMPONENTS - 21-37- � .. .SHEET 3 .ACCORDION SHUTTER SYSTEM'S ADEQUACY`FOR WIND.AND LARGE MIs51L.E'IMPACT LOAD HAS BEEN VERIFIED IN ACCOR6ANCE WITH sECTON 1626 OF THE ABOVE MEN ZONED CODE As PER ATL 'TYPICAL SHUTTER ASSEMBLY 36-44 SHEET 4 REPORTS: � • -HV BLADE Q 1}0214,01-03, 90715.01-03,,#1004.01-05,#1214.01-05, #0317.D2=06,#0609,01-10 AND#0210101-11 AS PER TAS 201,TAS 202 AND TAS 203 PROTOCOLS RADE&#1220.01-10 AS PER TAS 201,TAS 202&TAS 203 PROTOCOLS TARGE MISSILE _ .AREA 2- HV BLADE n AND HV WINDOW CiA -HV WINDOW BLADE ®#0505,01-08 AS TAS 201,202&203 PROTOCOLS AND 0725.01-08 AS PER TAS 202 PROTOCOL (WHERE.APPLICA, & - 2 HV BLADE Q ANp HV WINDOW BLADE I@. ME ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS SHUTTER ELEVATION NOTES ON TACKS SHEET'5ONS OF USE INDICATED ON SHEET i9. INSTALLATION DETAILS A-F,CONCRETE/BLbm SHEET 6 INSTALLATION DETAILS G-M.CONCRETE/13LOCK SHEET 7 3.BERTHA H,V.ACCORDION PINS(HV SCREVIS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE-#.14X275 AND#101.75 RESPECTIVELY,410-HT MINIMUM CENTERMATEDETAILS HV 5HEET.B SERIES.STAINLESS STEEL SCREWS WITH 135.0 ksT YIELD STRENGTH AND 180 k.1 TENSILE STRENGTH,PINS SHALL BE COATED WITH BERTHA HV OACRDSHIELO COATING SYSTEM AS MANUFACTUREO'BY APPROVED COATING APPLICATORS,REGMERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD, - .CENTERMATE.ALTERNATING DETAILS HV _ ,. SHEET 9 4,ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS,INDICATED ON SHEETS2 AND 3.MINIMUM YIELD SrREHoTFi'FOR,6063-TES ALLOY is 31.7 ksl AND 35.7 kA END CONNECTION DETAILS 1-6. CONCRETE/BLOCK SHEET'10 FOR 6005-T5 ALLOY. - MAXIMUM SPAN TABLES SHEET'11 5.ALL SCREWS TO BE STAINS STEEL.304 OR 316 AISI SERIFS OR CORROSION RESISTANT COA7E0 CARBON STEEL AS PER:DIN 50018 WITH 50 Iml JAI N„YIELD STRENGTH AND g0 ksl MIN;'TENSILE ANCHOR SCHEDULE-.CONCRETE SHEEP 12 ' LES STRENGTH AND SHALL Wj FLORIDA BUILDING CODE SECTION 2452.3.3.4, _ ANCHOR SCHEDULE--CONCRETE SHEET'13 6.BOLTS 70 BE ASTM A-307 GALVANIZED STEEL,09 AAS!304 OR:316 SERIES STAINLESS STEEL WITH 35 k.1 MINIMUM YIELD STRE3NgM. ANCHQR SCHEDULE-CONCRETE SHEET 14 ANCHOR SCHEDULE- CONCRETE BLOCK SHEET 14A 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE Q I2,13,1,1614A,15 AND 20 w ANCHOR SCHEDULE-WOOD SHEET 15 HV BLADE Q&ID WORKING IN UNISON:12, 13&15 INSTALLATION DETAILS M-R,WOOD SHEET 15 INSTALLATiON DETAILS S-X,WOOD SHEET 17 8,THIS BERTHA H,V.ACCORDION SHUTTER SYSTEM BEARS A U.S-PATENT 'f6'779,582 COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT#5'498,179 ISSUED TO END CONNECTION DETAILS 7-12&X,,WOOD SHEET 18 EASTERN METAL SUPPLY.INC. 9.IT SHALL BE THE RESPONSIgILRY'OF THE CONTRACT94 TO VERIFY THS SOUNDNESS OF THE STRUCTURE WHERP,^SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO , -SEVCALlLk ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THr2U FASTENING IN CONTINUOUS CONTACT•WDH THE BUILDING TO PREVENT WIND/RAN INTRUSION. AREA 3. HV WINDOW BLADE SETA 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 'tYPlCAi SHUTTER ELEVATION SHEET 19 HV AND HD CENTERMADES AND,ENGAGE OR LOCK:ALLHV AND HD.LOCKS. ' 11.SHUTTER MANUFACTURER'S LABEL SHAW BE LOCATED ON''tt,,A,.READILY VISIBLE LOCATION-AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710-8.3 OF FLORIDA 13UILDING CODE DINE LABEL §I*ALL BE PLACED FOR EVERY OPINING.LABELING r0 COAy;tY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE - _ - ®..11 -___�_ __�_ _.._.___...__ AREA 4, HV WINDOW BLADE C1�ONI_y 12,BERTHA KV,ACCORDION SHUTTER SYSTEM'S INSTALLATION SHAD.COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZCNING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT Is APPLIED TD. INSTALLATION DETAILS, METAL SCUD WALLS SHEET 20 13.(a)LINTS P-ED.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;Le,WHERE THE SITE CONDITIONS DEVIATE FROM THE P-ED. (b)CONTRA CTDR TD BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT;BASED ON THIS P.F-D.,PROVIDED HE/SHE DOES-NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT:CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. - (c)THIS P.ED.WILL BE CONSIDERED INVALID IF ALTERED 8Y ANY MEANS- THIS DRAWING SHALL.ONLY BE.USED;•(O OBTAIN PERMITS iN THE STATE OF FLORIDA (d)SITE SPECIFIC PROJECTS'SHALL=ESE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O•R.)EOR THE PROJECT AND WH0 WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P,ED.ENGINEER OF RECORD,ACTING AS A DELEGATEDENGINEER TO-THE P,ED.ENDINEER-SHALL_SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e}ORIGINAL RED.SHALL BEA%THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. - - - - _ - FLORIDA BUILDING GODE(High:Wo'elty Nurriaane Zone, £ - ,4044,\@ r,IC p1�, �rj'j^ �• _ - Q 201155 BERTHA METAL SS/U�PPLY.tNC. -' •- - _ ... - qb5 ^S �V6i0 4C'•.,i ._+ BETi71!'i T�f' A Gt�'11'!TM �..:. /�> _ A c,cordion S1autter SystemLT GT` i ET H.V.6LdDE�j�i W�OR Wf0 N.V W t ID6�1'8L40E' f t,: American Shutter-Systems REY.N. DESCRIPTDH DATE DRAWN BY. ILL. v! 4 TiLLIT TESTING & ENGINEERING COMPANY � ••.,_ <.• Association, inc. 1 OLD 11-193 4/10/1s DATc 04/1 D/1s J��1t4iC} 6355 NIV.36th SL,St.705,VIRGINIA GARDENS,FLORIDA 3316 4268 West fZoads Drive d Phono:{305)872-•1530.FOX:(305)872-5831 2 ±` e•nnN�NT-��� � e-maik URaao®aol.com � West Palm Beach, FL 35407 CgItTAWINGI�Td° Ali EB-0006719 Phone: (800)432-2204 Fax: (561)209-8380 4. !of^{]LIQ WALTER A TILUF Jr.P.E. P.E SEAL%SIGNATURE/DATE 7� FLORIDA Uc.#44167 i 5 SHEET' 6 4 OF 24 a "p -1 FaR VnNDMI BLNE�A . VARIES y Cdr 1.918• 1.491' mZaA �< s° R rn Max. 1.00` 4.454" .09 rl I._ 4.371 a5s�' 4.365" yg'L \r]4 S• " .3 5" Nx°v AUD� .. ®1�V UNIVERSAL FLOATER' \ gUElEO OR tJSEY COV UNDER US PATENT# 5458179 ° r:w '`'�' T- If A U QUAUFIEp FOR USE W/ HV BLADED ¢., 1� G HV BLADE_11 TA _HV WINDOW ®LADE' 6005-T5 ALLOY AND TEMPER UA FIED FOR USE Y7/ HY 6063-T6 ALLOY AND TEMPER 'SEE LIMITATIONS OF USE OF BLADE®ON SHEET 19 6D63-Ts ABLoD A 1D TEMPER .37 " 6063-T5 ALLOY AND TEMPER- 3.226 1.500" _124" (TYP) o,'r. o' bg 2.670` - 3.556" .1370" 2.226" p72 � 842' o a 4.697" o n o�rx, �., .875" .092• ~o.D7z 0.07° �-HV Ai)J AI)APTERTW,fLIP• .4.436' 12° 1.375` 322s --_. -QUALIFIED=EPR USE W/ NV ,,$: „ E 7 WVz _ �u INTi -TRACK 6063-T6 AALAUEQ"EQUAUFIED_FOR USE- LLOY AND TEMPER ERHV /-AV �Q.: HV- iRCHI RAI�'FC` ,55" 3J50" `Y/� BLADE(5) QUALIFIED FOR USE W/-HV TQ ��EILADE01 . 6063-T6 ALLOY AND TEMPER BLADE(D ONLY. ® HV RAINGUARO 6063-T6 ALLOY AND TEMPER "' VARIES M 1 936" 60537T6 ALLOY AND TEMPER QUALIFIED FOR UE W1 HV 1" 1.915• BLADE 1 1517" Atax. VAR16 7.936" 6063-T6 ALLOY A D TEMPER 083" 083" - .083" .083 d' ou, G .ax. w .100" .093" .060' "060" 0 670 N. .093" .093"o 670 1.686" 02tA 670 '°-�r 3.52 3.529" 70 i}iVGEtL=tNG�HEADEt 9{ FADSILL 3 Q FOR USE W/ HV BLADE 1 ONLY 13 'HD CEIIaNG HEADER/SILL• q UFlED FOR USE W/`AV BLADE 1 ONLY, 6063-T6 ALLoY AN TEMPER QUALIFIED FOR USE W/ HV BLADE 1Q 14 HD WALL. HEADERfSILL SEE SECTIONS FOR VALID SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND-TEMPER 6063-T6 Af-IAY AND TEMPER BLADE(DONLY. 6063-T6 ALLOY AND TEMPER t COMPONENT A B T1 J0.192" MN.XMNYMN.t X Y t r t' D.Osz" 17 z"' s"MAY- 1/6' r z" a.tzs" 3" iB 2" 5"MAX. 0.192"SIDE ANGLEQUALIFIED FOR USE W/ W ALUMINUM ANG ES 19 2.5" 7"WX. 0.190" 0.190 2q CpRNER POSTS BLADE(1) QUALIFIED FO USE W/ HV QT)ALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADE81 ONLY, ® 2' 5"MAX. 0.139" 0.131" BLADEQI 6063-TS ALLOY AND TEMPE�t 6063-T6 ALLOY AND TEMPER " M1ooOaaassi4Q� _ FLO DA BUILDING C Ri h 99elocity Hurricane `Done y0�a.,1� "• ... ©2011551� Et�A.STT�EERIN&METAALLWSUPPLY, INC. (� fu: S Accordion Shutter System >, OL �ca Lt7 c. p Gl. BLADE 7#1 W/OR W/o KV.WINDOW BLADE American Shutter Systems REY.Na DESCRIPTIOH DATE DRAWN OT: M1I.L /S. OF TILLIT.TESTING ¢c ENGINEERING COMPANY �` sass N_%368,.St,,Ste.3a3,'ARQMA GARDENS,TLOMM 3316 ASSOCl,a'tlO Pl, Inc. 1 OLD 11-193 4/10/15 DATE' 04/10/15 Phone: (Z05)871-1,93a.Fax:(305)871-1531 4268 West Road, Drive 2 ^{�s ''••nt...1. G'`�\ 6-mgH:tit...9-1- West Palm Beach, FL 33407 3. DRAWING No s'®nIAL t-` 1hone: (800)432-2204 Fax: (561)209-8380 WALTER A.TILIITJr.P.E.P.E. b Y 5-080 P_ElSLAL/SIGNATURE/DATE FLORIDA Ua_jl 44167 s SHEET 6 2 OF 20 Knoll - 1/4'-20K1/" 1/4'•-2R IE CAST 2.293° .745' •7 2295" m.334• .. FIAT HEAa THRENIEO NOUSI(tG SWAL 714"-za 5-S.M.S ONC80 FAINTED THROZED DIE OAST •s4Oe 2A� 'm`,h (2 T(P5 HOUSWR ENAMEL tl - o Q �- m m BNSEa PANIEO o :F p • ` A 6 • ro ' CRESS TURN- IT oat. .062": - u> a M Ja m lull," g1Jj 875' t.32b" 6e _ 318. BNASS GYI.INOQT BRASS CfllNDER ¢ RqJ - T S KEYS[CNftOME (CHROME PIA1E0) 21 -c ay o - v P'"TP°3 �� AUF R USE W/.HY BLADEQ&_ 1Q ONLY {2 O C s. Eao.` °so, t 32s' a a , 6063-TES ALLOY AND TEMPER QUAt7F1ED FOR.USE V1 HV BLADE 1 Bc 1 ONLY _.•w3:d2a" .67s" mR qU ED FOi2 ti5E YJ/ HV A1� ED�F'OR'U5E"W-" 'V - 6063-T6 ALLOY AND TEMPER 2 RN RM,� BLADE 11 & ONLY.- BLADE 1(Q.& ®ONLY. zs7c 0ALIFIED FOR USE W/ HV BLADE 1 ONLY . z5o"0.0. t6" 6063-TES ALLOY AND TEMPER pt.MOLO HERO I .756" 923., 3Z" MO SCRETO W d n N Li2,79" 1.758' tom",, 'a ogti a - .. .8 ' ri�( ,,t1 seb"AFTER RIVETING "a25 11479-20 �( JJ'6•" BEFORE ftVVET7N0 e 2.S_ THUMBSCREW 114"9-26 RIVNUL --I- xfA 9Q'I' *SERIES 6444 ALUMINUM(2424-T3 ALLOY)LARGE FIANGE THIN 2.758 I ,H vso• I : " 4 .. SHEET NUTSERT,PART a4 0(120,AS MANUFACTURED BY AVOEL ' PUN FRONELEVATION se - -822" CHERRY TDOORN,PARSIPPENY.:NEW JERSEY 07054 OR EQUAL HV MALE T" LOCK'CENT( MATE 4sss LOCKER FOR ""j" I OCK CENTERMAfE _ QUALIFIED FOR USE W/ HV 13LADEQONLY- (� HY FEMALE "T°'•LOCK CE6�TERMATIE. ® HV— "T" LOCK � HV ALTERNATIVE 'LOCK , 6063-TES ALLOY AND TEMPER QUALIFIED FOR USE QUAL9ED FOR USE Wf HV QUALIFIED FOR USE LO HV BLADE 1�ONLY QUALIFIED FOR'USE LO HN'BLADE 1 ONLY W/HV BLADE 1 ONLY. - BLADEQONLY. 6063 TES ALLOY AND TEMPER - - � 6063-TES ALLOY AND TEMPF� � • 1.917 I. 4931! 0 063' y 3 - u THUMSTURN _ e ' � .063" v OR �CIER OER - .545' .. %a0.675"Mln."� n 00 m 1 .125"Max. 31 C CE R ROD o e g 0 O s QUALIFIED FOR USE W/ HV BLADE.1 & i QUALIFIED FOR USE W/ HV BLADE(D&& 1 6063-TES ALLOY AND TEMPER .- : R - -804' HD C o 5063-TES.ALLOY AND TEMPER � VARIES,tz"'MlN, QUALIFIED FOR USE W AV BLADE 1 &�' - ? . 1.130" 6063-TES ALLOY4D TEMPER .THUMBTURN IES,5S Ofl 3/6'0-16 C' rALErAt'IWtMeSCREYtS. �If2" rr(( _ CYDNOER (sEE OETAIIS} Lia OR KEY w_ - 157.Min. CYLINDER -- �•- - -- - ---- -- -H 1.78'Maw L1 I) LOCK 37540 t UAUF FOR USE W/HV BLADEQ 8.al fT TA 3 .I3Y- 1/4" d-20 AISI 304• BY REGEI4T HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. 063-TES ALLOY AND TEMPER :THUMBSCREWS RISS S.S, THUMB�C Rk1NS QUALIFIED FOR USE W/HV BLADE & I�A L1` $ INSTALLATION WILL REQUIRE-A 7/1'8" HOLE QUALIFIED-FOR'USE W1 HV.BLADEa) QUALIFIED-FOR USE W/ HV BLADE1Q D1tIH ED AT TRACKS FOR PROPER EMBEDMENT --- " _. - 0 �� 0 High Weloci Hurricane 'done . .-1 tT 4 A946-0(1R'4,VR A. y'�/•,"fes - '--- -- 20C15�EtA�S[EFYNl1ME1fA.rI:iRSlUTPPLY: INC. --—- -- --- ---_ --- -- - - - 4L W.--'• ZTM�`�.a n�ac, w t•..+ q r.v,Y v� Aecordion Shutter-SySt= i ,u57 Hv. BLADE,k1 w/OR w/o Hv.1MNDOW BLADE o-p? 1 }} TILLIT.TESTING & ENGINEERING COMPANY AYYSePICGt2 SI11t4f8P ysfEstrss REY.Na OESCRIPna14 DATE DRAWN BY M.L. 'ti =. -.S-TA "` am HBf.360,.5t,Ste.505,VIRGINIA GARDENS.FLORIDA 3316 Assoe(QfIoITy Inc. t OLD 11-'163 4/10/15 DATE Q4/10/is Phone:(305)671-1530.Fax:(305}871-1531 4268,West Roads Drive y (ORID� "• Ai a-mai;UILamo®_aol.com West Palm Beach, FL 33407 3,, DRAWING No /''-�,,•••..•�•�,('� 1 WALTER A.'l1UJT Jr.F.F. Phone: (800)432-2204, Fax, (561209-8380 - 15-080 ,Dn ��(� d P SF ( SGI�11t1�kE/DATE FLOR IA Um:P 44167 s SHEET Q OF 20 rgljTTER' ASSEMBLY' SCHEDULE FOR HV T, HV A C I Z'MIN. LE�S�Nrg 41 40 TO BLADE TO 625" HV BLADE 1 1,- NV WI DOW BLADE- S- —`R HV BLADE IA &\ wam X-X j%ADE.,S-\ 1175" Y W-LONG RECESSED NYLON BUSHING G. o I (TYP) 39 0625 HV SHORT RECESSED NYLC)N,BU$HING 3 40 HV NYLON 'HAT WASHER (D OR 137507 (L HV WHEEL CARRIAGE AISI 302-303 SERIES i7 115%2. .9 4D 0.870"x3/16' THICK NYLON WHEEL. C14 2 7/B"MIN. WINDOW _ 1 LEAR 0.138"0 AISI 302 SERIES S.S. RIVETS �ek SEPAPAXION BET)YEEN .0625" 0825" BLADE (p HV I 31,V ACCORDION PIN W1 #S,HEAD EXTERIOR OPENINGS 7� 'ON ='-w—. 7500' 14V 2 3/4-.ACCORDION PIN W/ #8 HEAD v �POLYCA 2B.NATE IMPACT RESISTANT HV WINDOW TYPICAL HV WINDOW BLADE . 1 - - F-7 _2 AND c 1�-(p 3 POLYCARBONATE HV WINDOW DETAIL 4r, (D OR.(a @ I I .-n (SEE EE.NOTE FOR OR PQ RE�ONATE IMPACT REstsjAw HV WINDOW EQ SAYER MAKROLON 3103 POLYCARBONATE 127 MIN.c�EA ' RESINS, UV-STABILIZED GRADE OR SABIC , V PI REQUIREMENTS-__ AT EXTERIOR FILADE K.NUCKLE FOP, TO BLADr wl, INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE "17" ON SHEET 19). HV rl)HV (1) fiv PIN (9 SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D OR OCrERIOR POLYCARBONATE 9OURdn FOR APPgMULE HV BLADE. TYPICAL SHUTTER A �EMBQY TYPICAL PITOPERRES wm�m 14V PIN @ AT AT] SULT (2) HV PIN I@ MAY BE USED IN LIEU OF (9 AND ONLY AT PIN OR I, SLAVE'S KNUCKLE. EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D (SEE FOR M.,3 lb'J., (SEE:NOTE FOR SPECIFIC GRATITY =J 0792 0.043 IbA�' J_ _NTS BLADE WHEN CORRESPONDING TO INSTALLATION "ll", SHEET 7. REQUIREMENTS) TENSILE YIEW SMT=l AM 0338 1.40q p-L V.Sao".1. FLMM SMdNGIH ATOEW Asn;D790 12ACo Pat. 13.40) P__`L (3) HV PIN @ OR @ W/ 1/2" O.D. 1/16" THICK S.S. WASHER FLEWRAL 110DOM ASDL 0790 Z101000 P...L 345,00 p�ImL SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, IWPA no Asml=5 TO Fr-lbA. 17 Fr-lbt,. SHEET (a =:MjQOCWRA=9MOS, SItCM DENSITY mg t�pe 47.2,5 04.5 9 uA WHEEL CARRIAGE DETAIL ASSE•MEILY I.AYOLFf RATE OF OURNING ASTM DMS- c-i CLAM 0-1 CLASS N.T-9. SELF IGNITION ASIN 01922 1040*F pea,-f MEMMM: . =I GISS M43M SMENOM AFMR V=HERIHO ASN-013.2 p.vL 094.PaL HV BLADE SOLID A HV WINDOW BLADE DETAILS TOWLE SPIESS BQF.OnE WEAINEAM .To .4.1 P..4. . 0800 A.L N.T.S. FLOR111 A.BUILDING CODll h Vty H elociurr7ccne Zone _71E(O 5 4P 201� EASTERN METAL SUPPLY,INC. SMITH& HwTM Accordion Shutter System H.V. BLADE#Ll W/OR WIO KV.WINDOW BLADE ' American Shuffer Systerns HEY.N. DESCRIPTION DATE DRAWN By-- hLL .,TILLIT TESTING ENGINEERING COMPANY Assaqlailon, Inc. 1 OLD 11-193 34/10/IE DATE: OVIO/IS WATE017 5t..Ste 303,VIRGINIA RNmQ15.FLORRN 3316 4265 West Roads Drive -1530.Fox (305)B71�1531 Phan. (.305)871 .. ...... Wast Palm Beach, FL 33,W7 DRAWING No r4NT�E Phone: (800)432-220+ FOX.- (561)209-8380 -080 "1 0 WALTER A.*nLUT df.P.E. 4 15 FLORIDA fJc.1 44167 fig, rsSHEET 4'OF 20 NOTES ON Fav LOCKS AND CENTERIvA. TES. 1. MANDATOIWCONDITION 171:ONE 14V"LOCK®'ar @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN 15 OR 12"ABOVE 01, B OW 2 OF SHUTTER SPAN FOR SPANS UP TO.105',AND FOR INSTA TIONIS T ANY A e c u - �* 'to n s r u ras°R�+� ELEVATION.HV:LOCK or .MAY 8E USED AS AN INSIDE OR OUTSIDE L0O1G ATTACHED TO t OR CEN' ATE 1/✓�-2D x 1/2"LONG FLAT HE4D S.S. M.S.LOCATION OF LOCK SHALL BE AS ittt���iCATED ON TYPIOAL'SHUi7ER ELEVATION. _. 2, LIMITED MANDATORY O CONDUION#�1 NAY FOR 5i� � 13(29B CETi i JBIlON HY LOCKS OR OR ONE HV LOCK. OR w/7W0 .a,L 1°a ' LOCKING RODS AT TOP & 807TOM SHALL 6E" SED F�SPAN AND IN ALLAC AT ANY EIFVATION. HV`LOCK OR,0 SHALL BE'ATTACHED TO "OR.(g CEN1ERMATES W/SAME SPECIFICATIONS. _PER �d MANDATOR CONDITION J11.LOCATION OF LOCK/LOCJ(S AS APPLICABLE SHALL BE'AS:INDICATED ON TYPICAL v ��fJjyF SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE aJ3 ON SHEET 12. o�g=Kpva-- 3. • IF DESIRED,FOR BETTER PERFORMANCE OR FOR SECURIiY PURPOSES,'UP TO TNO HV H - p LOCKS OR MAY BE USED AS AN INSIDE OR�OUTSIDE LOCK.CONNECTION OF LOCKS TO GENTERMATES � Oft SHALL BE AS INDICATED ON NOTE (1)ABOVE v m d oaiZ6 OR B o oR l'.:l °n.� LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 4 92 MUD ONLY WHp1 OR LIMITED MANDATORY COblDlT1DN ?. f�USD yy/�]�p H.V. LOCK51: LOCKING RODS ARE N07 REBUIRED AT URRICANE POSITION. BUT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE LOCKING RODS OR AN ALTERNATNE DEVICE 9 �W� MAY ALSO BE USED AT STACKING POSffiON {NON HURRICANE POSITION). 'HDC-Hvc .�z 5, h�pID�TI�[�ri,ILTtiON fl ONE HV LOCK 0�o (a SHALL.BE USED AT CORNER GENTERMXTES FOR ANY SPAN a g AND INSTALLATIONS AT ANY ELEVATION.HV LOCK Wit' or Q SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, 2 ATTACHED.TO 1 CORNER CENTERMAT'E W/(2) 1/9.0-20 x 1/2"LONG FLAT HEAD S.S. MS.Two LOCKING RODS g8 �? ' AT TOP,& BO OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON'TYPICAL SHUTTER ELEVATION. 1 9i ,7a =.9 - MAXIMUM SHUTTER SPAN-SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. .' 1 NRD» _ 9 �D_Hyp o b• - • ONE A(.TERNA7E HY LOCIS MAY BE USED IN LIEU OF HY LOCK or FOR ANY SPAN AND 1 si!2 ;F� TA LIONS AT ANY ELEVA77oN.ALTERNATE LOCK. MAY BE USED AS AN N5(DE OR OU1StDE LocK.ATTACHMENT v lob T/4"0-20x3/ ALUM. IVNUT AS SHOWN ON SECTION HVE,SHEET 8.ONE LOCK SHALT BE USED AT 1j2 of SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER.SPAN. 7. MANDATORY coNDTODN 43 FOR ICEY5TOm MD LNTING•INSTALLATIONS, ONE HV LOCK®or or @ SHALL BE SEE ENP _ , USED A7 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE Ol BELOW 1/2 OF SHQT ER sPAN FOR SPANS.UP CONNECTION. TO de,AND FOR,INSTALIATIONs AT ANY ELEVATION HV LOCK Q or(5 or @ MAY BE 115ED AS AN INSIDE OR SHEETS S ON D F E N i K t• t! P a rt Y W X ,.. SHIiE15 tO& � � - .- � I -- OUTSIDE LOCK,ATTACHED 70 Q1'or 0 SYMAiE1RTCAL D7�17ERMATES�N/(2) 1/4^-20 x 1/2" LONG FIAT HEAD S.S. 18 TYP.FULL tt _ MS:'LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION, USE OF LOCKING RODS t�W/ HEIGHT. OF CORNER OR 0 TOP AND BOTTOM IS COMPLETELY MANDATORY NUMam Ya . CEJTERMATE *'NOTES ON HV "T" I-nClKs AND C Qon®an©+,Don®oa10+13 1, SECOND A=NATE CON _n — VALID ONLY FOR NV-"i" GCt(�i AND CENTERMA7ES in AND ONE ALTERNATE HV"T"LOCK tMAY BE INSTALLED IN LIEU OF HV LOCKS 0 OR®FOR ANY 5P}W AND 1 5TALLATTON AT ANY I EVATTON.AL TE LOCK A Y BE USED AS AN INSIDE ORO IDE LOCK ATTACHMENT - H + 7 0-0.0+18 OF"LOCK 6 INCLUDES USING REINFORCING LOCKER C A5 SHOWN ON SECTION HVG,SHEET 9, WHICH MUST BE O a CONNECTED TO CENTERMATES AND Ig W/ 1/4"0-20 x 1 1/2"LONG S.S.THREADED SOLS W/7/8'0 X 3/32" WINGNUT OR MA M W/ 1/4"0-20x1"S.S.M.s. INTO A'1/4"0x 5/8"RNNUT. LOCK MAY BE INSTALLED AT•MIDFIQW -)TOP Awn $pAN OR 12" + (8 at©9+QGrt19+aaR�9aaQ+® *NOTES ON HD LOCKS & CENTERMATES:_ r1,pp -1. - - - - ONE-ALTERNATE HD LOCK-3 MAYBE USED BV LIEU OF TYPICAL (f) HV BLADE SHUTTER ELEVATION HV LOCKS OR 5 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK®-MAY-BE"USED -_ N.T.S. AS AN INFORNSIDE OR OUTSIDE LACK.ATTACHMENT OF HD LOCK 3t di TO 9 IS W/3#8 x 3/8"F.H.SS.M.S.,AND INCLUDES -.- - -- - ---- - - - 'g, - A7 p0➢�dpp/e/dsooa, ,P_. �SPASICOROT2'I MAXIMUM BELOWAS WN ON SECTIONS ORABOVE hiTOSPAH OUSE OF OCIQNG RODS&15�COMPLETELY OPITON1il. s1D N.7$ epP�: _ — - O V ih elocity urricane one 9g1A. � ,.•�� ,• .eaf s O 2 AL SUPPLY, INC.'- - ` - " 016 EASTERN MET p tt L fLt� H_V. BLADE:Ac o di on o w�o H v.wlltter mrnv BLADE txa UIL EC� IIC�c• Lrz1C] stem - F!'J' E7 C1<Mw G1 p` OF TICCIT TESTING ea ENGINEERING COMPANY American Shufler Systerns REv:H° meRLPnun DATE DFWIU ar. hLL Association, Inc, 1 OLD 11-1D3 4/10/15DAtr• 04/10/15 a, lr�0 IV,""•' 8755 tL%36th.St..St°.30.4,wRGDRA aARDIN5,FLORID&'3316 Phone;(305)877-1b30.Fax:(305)871-1537 4288 West Roads Drive. z DRAWING No " +'• a-mail:tuteaovaai.mm Wast Palm Beach, FL 33407: r,!' '.��.• ES-0005710 Phone: (800)432-22044. Fax: (561)205-8380 t '~r�'rrr.".rr"rr""�'•• WALTER A.TILLIT Jr.RE P•I-SEAL/StGNATURE/DATE FLORIDA 11c.111 44167 5 H OF 20 POURED CONCRETE AINCHORS MN.SFPAag71rN i i i ---LJ OR ®� - CONCRETE (SEE SCHEDULE ON SHEET T3) TO CLAM(sE REQUIRE SOP�I3F DV I i l I Mut S ctass . EDGE OF 11 FDR OULEft]/tm I i ; 7S cuss ��rr I IAIN�.SEPAMt10N I I 1 .. SLAB IF W 9ifEi'19 R I I I I �'(SE£sCRT 11)a 1 I fff la GLASS I I f I D. APPUCABLE EXISTING 6lADF5 1Qdt® { i \ IXISTING� SxFET 17J `i i• (SEE SCHEOUIE air i i ffIj I{ I SHEET 11J I 3 . G I I I I I I GIJSS I fid• I t I l I1I1I! ANCHOR• it I `yASHF-/R4HEAD " 1 LOCATION I TF]C SCREWS® - 3/a MIN.- 12"O.C. EXISTING / { Q� I GLASss�� " N ©+ 7 3/8 FII. (SEE SCH j E 0 II 8 - EDGE OF SHEET 13) - E E IF EDGE OF LAB EDGE aF I SLAB IF - APPLICABLE GLASS I I IF SLAB IF I 1/2 1 EDGE OF APPLICABLE WR WWIcH i •i i i - APPUCABLE E.Q. E0. APPLICABLE D, �II to DAS9(sE I I I '110 altos I ANo .POURS i I 4i sHFEi'a19 PoR i i i 1 OR ®¢ CONCRETE *_� CONCR E U. FLAT HEAD CONCRETE ANCHORS ettfs3 tQh® i { REQUIRED E. D. - E-D. REQUIRED POURED FIAT HERO CONCRETE'ANCHORS CONCRETE (SEE SCHEDULE ON SHEET 14) (SEE SCHEDULE ON SHEEP 14) REQUIRED (C]1�f�7 iCtN�rIfiTS'i41L;?iTC1�N �l d�/ I R__1NSTAJ TION .�' d U WAL-iCR-+0V�,R_IXSTALL�4Tl£AF°i. 1�1 TRENCH R INSTALLATION T IO �//j(�/�J ,�-„fr,.� 11) ONLY FOR UP TO A -75 PSF A.S.D. V DESIGN PRESSURE RATING &FOR SPANS PER SCHEDULE#4, SHEET 11 -CONCRETE ANCHORS Mm.SFPnIw1oN r 1 - r t 1 (SEE-SCHEDULES ON roS .�(sg scrymols ae I I. I EXISTING - . III III -. SHEETS 14&14A) .MIN: SEPARATION I I I I Ewsnec EXISTING I I I ,. GLASS—{ .TD GLASS i i i i /^� EXISTING .. CLAS-� u�to cL snON GLASS----I ' i I i (SEE SCHEDULE O i { t i�J G1 MIN. SEPARATION i i I 1 I---(SFE SGIIEDU .�” , I I I 1 TO GLA99 ,T; I ON smr Ii) I I I 1/4'm fDY BUILOIX.TAPCOM W D i;{i illi I SHEEP 11 i i I 1/4" - I—(SEE SSCH HEET 1 b 7EaIN0L0tY OR 1/4'0�Pori�Dts11 MAX-. i FASTENERS TAPPER+ANCHORS W/ MA% I Iq 1111 '� I {� 0.0.FOR UP Ta7 NIN.�-0•M AHD I I. WASHE/R HEHA.( I i i i 4'ac.FOR 5PANs IARGBL THAN I•I i 0'-0"UP To a'-O"MAX APPLY ( . 1•{x3 4 HIX WEAb I i - 1 D" ®2-D.C. 8 i{ I {I I (sE.E NOTE tt MqAg AT&M ONNsf�ILET 1t 5 7/2" /" I . . i Sn CONT FDR UMRA1111N5) 3/e Max, TEK SCREWS'® 9"O.C. ___ ®1 Bx3/O4"C S.D.S. 1/4 sFcomr.- . OR 1/4"0-20 S.S. W.S._ I I CONCRETE ANCHORS 6 4 7) 3/a I W/NUT 0 9"O.C. I (SEE SCHEDULE ON SHEET•74) c/t` 1', 1•::}. �:•5 O 1/2" 1" / ;. --- 17OR 1 S ' ;• r! I:•'�'' • usING 1/4"0-20 NUTS I 17R18 :A'-.>`l+.; Imo'..: D 1Y o.F _ #14x3/4•F.H.S.D.S. -.'•'•i CONCRETE ANCHORS SEE NOTE 13(b) ® 9"O..C. •°' •.•.• +'' EltlsnNG HON STRUCTURAL ED pOURm CONCRETE (SEE SCHEDULES ON ON SHEET 1 • ..•2.Do"•MIN.-•a vuW.TRU(DECORATIVE p, OR CONCRETE BLOCK 'SHEETS 13& 14A) %EE NOTE 13(b) ..�. •:,•1 y,• ED, ;�L SILL) REQUIRED POURED CONCRETE ON SHEET 1 _ OR CONCRETE BLOCK '., {:..-.:,;,s'" POURED caNOREtE - OPTIONAL POURED EDGE OF ® HV WALL FLOOR INSTALLATION REQUIRED �' - - _ REQUIRED CONCREf $LA0 IF - - - J•...+••,'••ti..: �. )' .. REQUIRED APPLICABLE © HV WALL WALK—OVER INSTALLATION ' ' • 'BY RAINGUARD ANSTALLATION t _ — — — — — --- Qv1 trt=ySTONE It-0OlD1dTING 9NS1fALLAT70N --_ Ei - - - NAXRAUM AB.O.DESIGN PRESSURE`+6, 2 uT .T. MN(IMUM SHURLTt SPAN e'—O• NOTE FOR COMOINATION OF SECTIONS: - - 1 THIS INSTAUATION SHALL BE *E.D.=EDGE DISTANCE REMOVABLE WHEN PERFORM-EO - 6 SEE LIMRATIONS OF USE FOR p S�.A LAS'!®� DETAILS 11Ql © d' D��D 1-SEE SHEET 4 FOR TYPICAL SHUTTER (SFE SPECIFICATIONS ON:SHEEr 13) ADJACENT TO AN OPERABLE IXR BLADE 1A ON SHEET 19 ASSEMBLY _. _ _ OR ENTRANCE__. _ - _ _ _ _ __ _ 2-MOUNTING-SECTIONS CAN-BE-COMBINE ------- - "- - - - IN ANY WAY TO SUIT ANY INSTALLATION. - r««�^ - - -- - U �Qfli h�Deloci Hurricane.Zone -- 201155 EASTTERRNMErA.TL SUPPLY,INC. °�'� SPG SE� LJIER7tll A NV TM Accordion Shutter- steno - Q s H.V. BLADE JAI W/OR W/0 I-LV.W1NDC1tN BLADE Arnsdaun ShuffOr Systems REV.N. DESCRIPTION DATE DRAWN BY: ILL. m V� TIWT TESTING & ENGINEERING COMPANY Association Inc. 1 OLD 11-193 4/10/15 DATE: a+/10/15 "-� 8355 NAT. SL.St..305,VIRGINIA GARDENS,FLORIDA 3316 ' % 'til C? 4266.West Roads Drive -2 DRAWING No - •• Phone:(305)B71-1530.Fax:(305)877-1531 Wes{Palm f3e0chl FL 33407 . s., a-Melt:Ult.O.Caol.com �A 2 0 ......Itz' WALTER A.11LUT1Jr.P.E. Phone: (800)432-2204. Fax; (561)209-8380 6 7 A�E�8o P. FLORIDA Ltc I}44167 B 7 OF 20 ZEE END, WALL-CON EGTION DETAILS ON SHEETS 10 ..��S �'�SEE NOTES ON LOCKING RODS D,RV LOCXS(aar Y© FIN �1 /—EXISTING GLASS INSTALLATIONS yy f� Y / �p 1P �r AND ALTERNATE W LOCK CO OM SHEET S. OUT 90 I j) BLADE SLACK DETAIL HVF IS VALID FOR All C3 LADE V 11 HV CENTERMATES CENTERMATES APPLICATION WITH 9L10EQ7 1 QaR®a©+ 7OanOaa,O+©°R OR SEE END WALL CONNECTION 1 D+j 5 on©+O3 an Q+1©an EXISTING CLASS - OO © OO 6 + + on 6 + + aR az----^---^--------^--^-- ------------------'-----'— --� � DD © 000 2'x2"xi/6•x0'-2" O I ®+©aR,9+QaR,9+�oRO9 3 ,/4 - ,- 7" 6.1/2" 7" (6083-Te ALLOY)ALUM. I OPPOSING SYMMETRYCAL ANGLE W/(2) 1/4'0 TAPCON 1/2" °n @+® ANCHORS TO CONCRETE CENTERMATES (TOP/BOTTOM) E #1 x3/4"S.M.S.0 12^ CENTERMATES MIN.SEPARATION (4)f10xl/2'S.M.S.TO NDE I O.C.FULL LENCHT. W/ HV LOCK OT Or IL`Jl TO GLASS AT EACH ANGLE(ttP) W/ HVHV LO (SEE HEEr1SCHEDULE) ON 5 35 IN } ® =L: Av -------- --- -- 0 5 O 90' m + + art 3 + m � I 0 Q°n®ars©+O°n,®m+�0+QaR O m ``gip AUT, m ,D+@°rs0 0-0 Orn HVA I-I 9 L� p/' ® 0 0 0 0 0 1 �,r� v ort oa 6 + 7 ort 8 oR 1 0+ 3 an POURED CONCRETE OR �-. 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BLADE/p W/OR W/0 HV.lh1NDON(BLADE �o`•� °f ' ' American Shuiier Systems REV-N- ' DESCRIPTION DATE DRAWN BY: M.L • F QP•r•� TILLIT TESTING & ENGINEERING COMPANY O,� �OR�,.. ��, s35s N.W.]elh-se„sl..005,VRCINW CAAOENs,Fl➢Rn11 3076 A330Cii7�iOn� Inc. 7 —OLD 11-190 4/10/15 DATE: 04/10/15 Phan. (305)871-1530.Fax:(305)871-1507 4268 West Roads Ofive 2 a–molt:IIILacO®nal.cam West Palm Beach, FL 33407 3 DRAWING No '�f„•",,,,,,•• EH-0006719 Phone: (800)432-2204 . Fax: (581)209-8380 4 15-080 'N/ALTFR A TILLIT J. P.I- P.E.SEAL/SIGNANRE/DATE FLORIDA U..�441R7 5 8 SHEET OF 20 R " ALTERNATE E '[ .?TALLLA t ION W. FIV '9J 8" LOCK U IFi V MALE FEMALE T" LQQKS CENTER .TES Lg• KERS at W V BLADE SEF END CONNECTION..12ErAILS ON S„EMa to & 9s INSTALLAN (-[V- B-LADF - .. . .. V U!- R 1tY r��L7IISONC CLASS ��t �(,/ 'tin CENTER TER /�p•ry- �� . J eUDE(Ds AClt cUAL HW.DIDICAMO ON SHEEC YVy/ i Lf tt�iV f GLY MN94 C� AS WELL AS UNNERS/S,FLOATIHa BLADE®DEFAIL HDD-HVO. - • .. iNOICATm ON TNIS sHEEii:MAY BE USED WITH THIS A.TERNA I 10 0al0+Q-0-0 � INSFALLATID pEFAR,HVO SHGWN IN THIS SHELT. SKE END AAL t�AtNECr§Oi5 DETAILS ON SHEEFS 40 A An (8067 78 AiLOY)tlli}F.. j _ .• NLa NICNaZRyS To46roNwn,NE ' a/a• ( .. 3 ) "Q 35�. (mP/BDIIa40 tk ! L-. --:- .--.-----.—.----_--..--..--------.--.- � -- --- _-- --- O� -- — (pPno ( ON (4)110xi/z`s.Us m Tule - giar3 x so,Ls-m III — '- C FULL LENGM.. AT EACH PRGLE 0YP) r IN (4)H.V. IN (4)N.V. . ,r3" 3 30THV "T° I._ PINS(tYp.) — ♦s s• a • PINS(7YP.)" 4 s (sem evsa°�iltr:, LOCK.(INSIDE) — ----------- - _- F 1 28 29 1 1 I, 1 n' yz• 5 3 OUT 31 OR2 33 31 GR 32 31 GR 32 31 Q2)] 2 1/4" 1d-20 x 1 11/2 S.S.M.S. 35�` D 35 4 (PRDNAL) .SEE NOTE'S t`pR HY LOCK a®, w/ 7/8°°>ff X 3/32'° wINGNIIT. (pPDOtiw.)HDB—HVR OUT HDC—HVC r Lvcc ON sHEE S. YMMETRICAL HD CENTERMATES ©D HV "T°° LOCK (OUTSIDE) 2 SYMMETRICAL HD CENTERM'ATES � f'sER�ss+LaAwuwuu _ _ ['[V�yk W * LOCK (EXTERIOR) W/ LOCK (INTERIOR) - (20z4-T3 A.Ln11 LVG nANc£THIN PARE LF DB20, AS MA , Q`\•;l a' AS MANUFACUFAGn7REt}BY hYDE1.CHERRY TE=RI.PARSIPPIRY.NEW JERSEY D7054 GR EQUAL 6 + + 6+ __.-_-.---_..—_ 3 - x NOLes mL Lmm.RDv s IF too=S an EHW B nWTNG BL/aEQ 6E'!AL Hoo-M is . VAUD Mq ALL UVOOOV19VE"UCATOM VOI BIADE('D 4pQd➢�fPOrsPrrsssr. _. �'LOATIRI�'STACK - -qo R l.'=p) '��� =_.. _ -_' — NG MEMO Velocit Hurric6ne gone tgl-- .. - - g49o�� �•••��CJ��[SS�•'.,�' - d-2015 EASTERN MEFAL SUPPLY,INC.- - - - A. A. Accordion Shutter.System- 11V. - 6W)E ff1 w/OR w/O H.V.wlrDDw BLADE >� y7ri rC OF T d American S{offer System M.N. DESCRFPHON DATE. ORAYtN E: M.L 0.1JT TESTING (k ENGINEERING COMPANY''•. QRt� 4+ NC sL s°.aa5 v apINA ant OEHs ELVRmA axle Association; Inc. 1 OLD 111-193 4/to/t DATE: 04/10/15 A..'�r sass N W.aDLtA Phan.:(305)871-1530'.Fax:(305)8711-11531 4268 West Roads Drive 2 DRAWING No S��RLp1"{G� o-mo1L Nltcco®ooGcom West Palm 6avch, FL 33407 31 p tVtLF EB-vOtle7t9 Phone_ (800)432-2204. Fax: (561)209-838Q �; 15-080 •" WALTER A TILUr Jr.P-E. P.E.SEAL/SIGNATURE/DATE FLDRIM U..p 4167 6 SH OF 20 POURED CONCRETE OR POURED CONCRETE• POURED CONCRETE POUREII CONCRETE CONCRETE BLOCK WALL OR CONCRETE OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL REQUIRED BLOCK WALL RE4U(RED BLOCK WALL REQUIRED E)QnNG GLAS=SC EXISTING GLASS CONCRETE ANCHOR IXIsnNG GLASS -T—`— J 2" MIN. EXISTING GLASS ®16"O.C. __ ( MIN.SEPARATION JJJ --�j 1'• / -T—S� ro GLASS(SEE MIN.SEPARATION G i TO GLASS(SEE 2"MIN. MN.SEPARATION SCHEDULE ON SHEET TO GLASS SEE i i TO GLASS(SEE li FCR BLADE(DAND SCHEDULE ON SHEET EQ EQ BCIiEC7Jl.E ON SHEET ON SHEET 19 FOR : SCHEDULE ON 511Ef 11 FOR KADE�Pm T/16"x3" MAX. ESQ&® it FOR BLADE QAND t 71 FOR BLADEQANR ON SHFEf,9 FOR (6063 76) CONT. ON SHEET 19 FOR 1 2" ON SHEET 19 FOR (LOCATE AT •� .. 6tAOfs CLOSER BIADtS®& / _ BLADES(i?& EITHER s[DE MATE.{LOCATE 1/2' OF 6) _ AT EITHER SIDE MIN ,-., t -^ Q 1 - O 7/2°MIN- OF 4) /I (LOSE L OR 2"MAK I _ #40x1/2" M.S.S. (AS•APPIJCABLB)x2"xT/6"xD'-Z" f�tOxl/2"S.Ms. _ AG is O.C. ALUMINUM CLIP ANGLE ® 76'O.C. ` (6063-TB ALLOY)AT M1DHE1GFIT i / -¢ (1) #1 Ox1/2'S-M-S.TO�& 4 (2)1/4'0 TAPCONS ANCHORS TO r� SEE DETAIL,X FO WALL AT 1"O.C, (LOCATE AT SIDE CONNtT7RON 1 OR EITHER SIDE OFE)) 1 OR i t 1 OR ®r SEE DETAIL X FOR 1 OR"®° I TO 7RACf(S SIDE CONNECTION 0SEE DETAIL X FO°`�mt✓"�'.�°;d O+�m ,SIDE CONNECTION 0.9. A67Q �+ me +Qon TO TRACKS m6+Qm6 a+ o+QED 10+�5m©+Q3m @d. TO TRACKS 10+ 5 , mv✓+QED©t�m - t0*>��Q+�a.�+©m ©+Q+�s,6{, +�7}+�m O+O Q+07 +©a.Q+f)+0aa R.J+®az +�B•m�6'�+©s+ ©t�miQ,.(�emQB+�w END CO PIECTION DETAILT DETAILEND CONNECTION DETAIL �I_ET� END CONNECTION NBfi,LL 1 T�REQUIRED ONLY FOR SPANS..CREATER THAN 12'-0" POURED CONCRETE OR EXISTING ...,..., .� [(. CONCRETE BLOCK WALL —J `z(�EX-tSTI—NG1T GLASS REQUIRED iv¢N.SEPPRATrON �Ei T/z"s.M. Lm SEPP,iZ SON TO GLASS(SEE 67 75 .C. To GLASS(SFE SCHEDULE ON SHEET SCHEDULE ON SHEET _ B OR@OR0 OR Ii FOR"50ANO CONCRETE T/2" MIN- Tl FOR BLADE pAxo ___ -ANCHOR ON SHEET 19 FOR ANCHOR 0 O3 = 1 Drs 3 GR 1 oR 1 oRQ 1 CONCRETE GLADES Cl)&(9 12"O.C. 76' 1/2'MIN. 4 0 �— -1 K MIN. OR 2"MIN 2"MIN. P SEE UM ATIONS OF USE FOR ftp BLADE 1T ON SHEET 26 t7R@OROR� VIEW 5 eoR /Zr PLAID DR(o I4R �r � ©�®�p.Q�a©�ta.®� DETAIL ?C ' p0UREO CONCRETE Dft U ®m©«�m�m10+QED -•-- t0+y3Jm©+�m�+��a -EN® I� �.� ION CONCRETE BLOCK WALL Tp��nc �aa ©+Q7 *,7m®*7U+ m REONRt:TI LII IBB BLAD.-.' VYi I G�YV WINDOW BLADE IIVTI•f © Q °° .�jml®J QED d+Q°�QtQm�+QED CONCRETE OR CONCRETE BLOCK WALE_. END CONNECTION DETAIL Q cJ+QED®+®«�+QmOmC � s. O NECT DETAIL(A) °p+® FLORIDA G C(} Hi h Velocity DQurr=ne Zone 9967_\. /4 ©201 15 EASTERN nMETAL 7 SUPPLY, INC. UTM :( ' 'Accordion Shutter System. L O n u� E� o In n M. BLADE rT W/OR W/o H.V.)MMM BLADE f American Shutter Systems REV-Na DESCRIPTION DATE 'ORWIN W. ML v TICCIT TESTING & ENGINEERING COMPANY '9,C Q�• Association, Inc- 1 OLD 11-193 /10/15 DAT& 04/10/15 .( 6355 N. 38th.St,Sla 305,%IRGR,�i1 CAROMS,71ARIDA 3318.Cy West P Wast Roads 2 ---- 'P�'." , Phana (305)871-1530.Fax:(305)(171-1531 DRAWING No s-maR:tRtacaOm:Loam West Palm beach, FL 33 33407 s `f��AL'� �;.'''1 WALTER OBUTT P.E. Phona: (800)432-2204. Fax: (561)209-5380 a 1,5-080 P.E.sFALj�tt;IdAit4tRL'j'dAiE FLORIDA Ua if 44167 6 SHEET OF 20 8 SCHEDULE1 SCHEDULE 2 :. SCH U - 3 SCHEDULE F4 NO ES: --- (1)L}:MAXIMUM ALLOWABLE SPAN FOR A q SEPARATION TO GLASS_REO�IIREMEMS MAXIMUM SHUTTER SPAN* MAXIMUM SHUTTER SPAN*"L+' AX)MUM SHUTTER SPAN*"L•{•" GIVEN POSlTiYE ASD.DESIGN PRESSURE-MAXIMUM SHUTIt7t SPAN L+" OR °L-° (ft) 6 "L- ft_ INSTAUATIONS R °L° (ft) INSTALLATIONS RATING. ALLOWABLE SPAN FOR A GIVEN (1) SEE BELOW FDA MINIMUM SEPARATION TO FOR INSTALLATIONS W/ ".L+"-OR "L-" (ft) FOR ) CLASS SCHEDULE FOR SHUTTERS INSTALLED WITHIN ® & or pr W/ONE INSTALLATIONS W/ G 1 j W' NEG4RVEASO.pESGN PRESSURE RATING CENTERMATES. ?i & & W/TWO.NV OR &' W/ ONE HV LOCKS THE FIRST AT BO"OM ELEVATION TT BUILDING FIV LOCK or pr or HO LOCK WJ OR LOCKS OR TWO OR W NO LOCKING (2J`PROCEOURE TO DETERMINE MAXIMUM MEASURED AT BOTTOM OF SHUTTER. No LOT ftOD CFJNTERMATES� & ONE HV LOCK OR I SPAN FOR WALL MOJNRNGs DR W/ ONE HV LOGK W/TWO LOCKING RODS OR Wj NO OCKING, OCKING RODS ®TOP/8OTTO ODS FLOOR/COLING: (2) MINIMUM SEPARATION TO GLASS FOR SHUTTERS Wj ONE HV LOCK� OR (VALID FOR MOUNTING(9 1NSTALLm ABOVE 30'-D"ELEVATION OF BUILDING. TOP & BOTTOM 0 SEE NOTES t,tO RODS 0(SEE NOTES t,fi i GIVEN A POSITIVE AS.D.DESIGN PR MEASURED AT BOTTOM OF SHUTTER IS 3". ( - DR 6 SEE NOTES t. sH6r_T 7) CONCRETE&WOOD CONCRETE&WO8n RATING,DETERMINE MAXIMUM SPAN"L+" uAwuUM - NAxInNM 1 it oM CONGREIE FROM SC}1EDUM , CONCRETE a:WOOD INSTALLATIONS(S o� INSTALLATIONS() 061CN INSTALLATIONS O p6icR INSTALLATIONS GIVEN A NEGATIVE A.S.D. OESiGN PRCMRE WRL MOUNTINGS PROs URE PRESSURE FlRORJCErUNG MOUNTING PR[SSURE RATING,DETERMINE MAXIMUM ILS S AR CLAS `; HEb ' to w JCEIUNG G RARIG PARIM OR SPAN 1-'FROM SCHEDULE a �� Ep�A'Rr W S ..!'.-_ LIMING :(p..1a FLOOR/CEMINc MOUNTINGS (p.a.G) BOOR/CEIUNO MOUNINO 0ir.- FMOR WALL MOUNTING "'Rt+OUT OCKING ROnS RaalcE WAIL MDIJMINCp (+OR-•) .(+aR) (}Oft) Lt OR-) L+ (R)" Lu(8) L+(Ii) L-t0) -L+(ft) 14(7 L+ R) L-(6) L+(n) L-(- * FINAL MAXIMUM ALLOWABLE SPAN IS EOUA To THE}dTNIM_U.A+OIiiERMiNm SPAN lNSTALtATiON Wj 2NSTALL8TION Wj 30 13'-2" 16'-0" 1_3'-2" T6'-O'•, 30 .T2'=3" 14'-9" _ 30 13'-7" 16•_0" 30 13,_2" 16'_p• BET1VEEtJ,L}»AND"L_" SHUTTER y MME1RICAL OPPOSING 35 12'-8" 14-10" i2'-e 14'-t O" 35 t1'-9" 13'-e" 35 i2'-Y' 15-7 35' 12*-e 74-ia. SPS 4ENTERMATES -CENTERMATES 40 12'-3" 13'--14" 12'73" 13'-10" ..40 11'--4" 12'-9" 40 12'-2' .15 40 1T-3" 13'-10"• (3).PROCEDURE TO DETERMINE MAXIMUM 105' . 45 it'-11" 13'-1'.: Tt"-1 t' 73'-f" 45 N'-1" - 12'-D" 45 /7'-9'. 14-3" 45 ll'-11" 13'-1" SPAN FOR COMBINATIONS IN BETWEEN 3 3/eb, 4" 50 71,-7" 72'-5" 1 " 12'-5" SO 10'-9" 11'-5" 50 '- 116" 13'-7" :50 1T'-7' f2'-S' WALL.W/FLOOR/CDUNG MOUNTINGS: O 1'7 1 LESS >105"70 MAX. 3 7/81. ¢" 11-10" 55 Aw-6" 10'-SI' 55 11'-3" 12'-il". 55 11'-2" 11'-10' MR A GIVEN POSITIVE A.S.D.DESIGN ALLOWED 11'-,V 60 10'-3" 10'-5' 60 11'-D" 127-47 60, 10'-2" 10'-11" PRESSURE RATING: DETERMINE USE 2 7/2'FOR HO LACK® pR alp. 65 10'-10„ 'tO'-TO" 10'-7" 10'-10": 65 :TG'-0" IO'-0" 65 10'-9" 17'-tt" 65 - 9'-$" 7p`-t" Ls--MAX.SPAN FOR WALL MOUNTING USE INDICATED VALUES FOR HV CENTERMA7Ps, 70 10'-B" 70'-6' f0'-2" 10'=6" 70 9'-e" 9'-e" 70 10'-7" 17'-5" 70 - 8'-9" .9-4" INSTALLATIONS. . 75 10'-1" 10'^7' 9'-•10' fo`-7' 75 9'-4'- 9'-4` 75 10'-k" 1t'^Y 75 - -gLg" LZk= MAX SPAN FOR R.00R/CEIUNG MINIMUMRATIuN TO GI ASS�5-HFI]IL-^ MOUNTING INSTALLATIONS. �t m'F'R W!ONEJ OCK&TWO`TQC NC RO S OR s0 9'-10' 9'-9" 9'"-7' W-10" 66 9'-0' 8,-0" D0 10'-0" 10`-9' I WITH ONLY TWO LOCKS -6" 9'-3' W-5• 85 B'-9' B'-9" 85 W-9` td-5" FOR A GNEN NEGATIVE A.S.D.DESIGN ' PRESSURE RATING; INSTALLATION W INSTALLATION W 90 9,-3" 9'-•3" 9'-0" 9'-3" 90 8'-6' B'-6" 90 9'-5° 10•_1» DETERMINE SHUTTER j / 95 B'-3" B.'-3" 95 9'-2" 9'-10' Li--MAX.SPAN FOR WALL MOUNTING SPAN ENTFRMSYMMETICAL D G tO0 8:-9' 8•-4» 8'_6• 8,_e• 100 W-1" B•-1° 1D0 .9'_0» 9.-7» INSTALLATIONS- GENT$RMATES. GENTERMATES L2-;--MAK SPAN FOR FLOOR/CF]UNG 105 - e'7" 7'-17`.. B'-•4' 8'-4' i05 7`^71' 7`-11' 1p5: 8`-9° 9'-4" MOUNDNG lNSTAILASTOj45. LOESS 2:3j,1•om 110 8'-4" T 7" 8'-2° 7'-11" 110 7-B 7-7` 110 B'-7" g'-;?," O MAXIMUM SHUTTER 115 B'-2' 7'-3" W-0' 7-7' -115: 7'-6". .-7'-3` 115 6•-4• 8•_ti" FINAL MAXIMUM ALLOWABLE SPAN IS ED AIDS°D 3 7 f¢"mm 3 1/'¢° SPAN"L+'Otj"L-"FOR 70 THE MINIMUM BETWEEN Li+"."L2}". ALLOWED f20 8'-D'. 5'-:ii' T-10" T-4" 120 T-4" 6'-11" 120 B'-2" B'-9° INSTALLATIONS INTO WOOD �Lt_AND"L2-' - USE'2 15/16°FOR HV"f"19CK Q W/ 125 T-10" 6'-B" T-B" T-p" 125 T-3" 6•-B" 125- 8'-0° e'-5" Si'tAi-L•8E LIMITED TO 105 ,4� 130 7'-8" 6'-5" T•.6' 6'-9" 130 7'-1" 6'-5" 730 7'-10" B'=1° Paf. DESIGN LOAD. M),GO TO ANCHOR SCHEDULE,WITH FINAL �**'USE 4 1/8'FOR HV'T'LOCK p WJ(2 735 7'-7' 6'-2" 7'-4' 6'-6" 135 6'-N" 6'-2" 135 �Y-9" 'T-9' ,. MAXIMUM ALLOWABLE SPAN AND NEGATIVE USE INDICATED VALUES FOR HV,CFJ•fTERMATES. ASS..DESIGN PRESSURE RATING TO t40 7--5' 5'-11" 7'-3' 6'-3" 140 W-10" 5'-11" 140 7'-7" 7'-B" DETERMINE MAXIMUM ANCHOR SPACING, INSTAL LATIOL LEGEND 145 7 7 7'-3' 5'-9' 7'-1' 6'-0" 145 W-8' W-9" 145 7-5" 7'-3" 750: 7,-2• .5'-7" T--0" 5'-t0" 150 6'-7" 5'-T 1S0 .-T-4° .w 7,-0° CONCRETE&MANSORY WOOD 155 7-0' 5'-5" W-10" 5'-B". 155 6'-6' B'-5' 155 7`-2" 6=9,' •Q• H.V. CORNER CF.NTERMATE(j3 MAY BE ' ' 160 6'--11" 5'»2" 6'-9" 5'-6" 150 6`-5" 5'-2" TSO___ T-1" ..6'-7" WALL A, 8, C, D�E, M•N,Q P.O.R. USED AT ALL MOUNTING INSTALLATIONS,,LOCKING s&V. 165 6'-10' S'-1" 6'-B" 5'-4' t65 6'-3" 5•_i•• 165 _7'-C" ••6'-4" SPECIFICATIONS SHALL BE AS INDICATED ON MOUNTING F I( & L 770 6'-9' 4'-17' 6'-T - —170-= 6'-2' 4'-11" 170 W-11" 6'-2' MANDATORY CONDITION#2 NOTE 45,SHEET 5, FLOOR/COLING 175• 6'7" V-9' 6'-5' 5'-0' �. 175 6'-t"• 4'-9" 175 6'-9" -6'-O" .p, -- MOUNTING + H, I. 11 }J. T. U,•W &X. 180 6'-fi' 4'-8", 5'-4"- 4'-10" -.180. 6'-O"_ 4'-8" 180 6'-B" 5'-19' 1 ;T;THAT wxhi 1M SHU1TETt SPAN"Li•"OR"t-"-AND M4XIMSIM+CS.D- } M. DESIGN PRESSURE fWTING FOR INSTALLATIONS INTO CONCRETE OR 0ONCRF7E 185 6'-5" 4'-6" 6'-3' 4'-9" 185 W-Ti" 1 4'-B' 185 6'-7' 5'-8' BLOCK SKA L BE LIMITED AS FOLLOWS: - -- '190 - -- 6`--¢`- 4-5'_ - 6'-2' 4'=7" ISO 5'7f0' V-5" 190 6'-8" 5'-B° 1-• GONNEC11ONS TO KEYSTONE MOUNTING LIMITED TO +64,-72 P.e.f. �� ���®�. .. 195 6'-3' 4'-S' - 6'-1' -¢•-6" .� 196- - 5,-9»- - 4'-3" _ _ __195- .. _ 6'_-5•__ .5'-5•. AND s`-D"�SPAN - - _ 200 6'-2' 4-2" 6'-G" 4-5' 200 5'-9" 4'-2'- 200 6'-4 - - '5'-3' SEE'MOUNTING SON SHEET 7.- 205 6'-0' 4'-7" 6'-0' 4'-3" 205 5--e' 4'-.Pllt Ne,Rg 6--3" 5'-1` 6 [,' (', High Ue)od . I�Iuricone Zany _ ��L'�In©yI20115�EASTERN('TFRN METALRSUUPPLY. INC_ L"?�1 - TEA 4!TM nn 22 �a r�'. ` SEA A�c� a � � tt system Q!_L, t5 �,Q Qa C. 17 T El ° a Q ITV_BLADE#1 W/OR W 0 KV.WINDOW BLPDE 'U z`•'��`' •*-� 1{ Ampilcagt Shutter Systems REKNn DESCRUMON paTE OPAVm er: M.L "� '�QF mum TESTING, ENGINEERING COMPANY AssociafbD�T, IPTG. 1 OD:i2-193 +/10/15 DATE 04/10/15 w O,,'•,•�" l�" 8355 N-W.38W,St»51".3a9,VIRGIN&CAROMS.FWwoA 3316 4288 West Rdads Drive 2 - _ Pham:(305)871-1'330.Fax:(305)871-1531 West Palm Dea°h, FL 33407 DRAWING No . -m I:fiT------eom 3 /(�A1q�� � " ED-0006719 Phone:(800)432-2204.Fax: (561)209-8380 4 '��� .. 7-, 14N WALTER A'RLur dr.P_E. P.E SEPCJS(GRA1l1RE/DATE FLORIOA U.A 44167 a ___LLRF m 20 BAR. YIA"UM ANGHOR4 SPAGING�Jn 1 SCHEDULE FOR A GIVEN MAx rHUSTEtSPAN AtfCNORS 5 �{ LEGEND DESIGN C MOUNTING TYPE FOR CONCRETE INSTAL 1 NUONS TAPCON Wn1i ADVANCED. EE (SMDutinNcs A,D.c,a AND F 9H'SHj:Er B) THREADFORM TECHNOLOGY / BLUE TAP POURED CWO TAPPER+ Kk h WALLfRR ERR G. A WALL HEYArDE MOUNTING ©{ypLL HEADER MOUNTMG �0 .AjL�-W' OUNTiNG" D WALL Y BUNTING C F MOUNTING AS.D.DESIGN NEGATNE LO AS.D.DESIGN NEGATIVE LAAO p ) A.S.D.DESIGN NEGATIVE LOAD w .D.DESIGN NEGATIVE LOAD .BES! N A AS.D.DESIGN NEG41iVE LOAD 0 js4 205 30 40 00 75 So 120 100 205 3D 40 60 75 y0 120 160 205 30 Go 75 90 29S 30 40 124 160 205 30 40 £0 75 9D 220 140 245- Jy,^Dn 14 12 10 9 a 8 a 6 14 12 10 9 6 B e B 14 12 70 9 a B a 0 14 12 10 9 8 0 0 - 74 12 79 A a 6 e 5.5 8 8 8 6 8 8' 7• 5.5 LE56 li 12 10 9 8 8 5 14 12 ,0 9 0 8 6 8 14 12 10 0 8 a a a 14 12 10 9 e a 0 3 ,4 12 10 9 8 6 a 8 8 8 H a 0 8 DS 14 12 10 9 a 8 5 6 14 12 10 9 6 8 6 6 14 12 12 9 8 8 8 6 14 12 to 9 8 8 a - 14 72 f0 9 8 8 9 0 B H H a 8 8 8 7. #,_G. 14 12 10 9 8 8 e 4 14 12 10 9 6 B 8 e 14 l2 70 9 8 0 6 8 14 12 10 8 8 7 - ti 12 10 8 8 7 54 _ 8 8 8 8 H 7 6.5 4 14 1z t0 0 8 9 4.5 - 14 12 10 9 a 6 6 4 14 12 10 9 a 6 8 6 14 12 10 .B 8 8 i4 12 10 9 a a a a a a a a 8 6.5 5 SEE ANCHOR 14 12 10 9 a 8 8 4 14 12 10 8 6 8 e B 14 12 10 9 e 6 e 6 14 12 10 0 a a - - 14 12 10 9 8 a, 6' - a a 'a a a 6 7:5.5 SPECIFIGATIONS - :5'-B" 14 12 10 9 6 8 45 - 14 12 10 9 6 B 8 35 14 12 10 9 B B 6 6 14 12 10 9_75 -� 14 12 10 9 74 5.5 - - 8 8 B 8 7.5 5.5 4 3 ON SHEET 13 14 12 10 9 a 5,5 - - 14 12 Itl '8 8 8 45 ^ 14 72 t0 9' 8 8 6 5 14 52 10 9 a 3 - - 74 12 10 s a 7 - B 8 8 6 8 7 5 4 74 12 10 9 8 a' 4 - 14 12 10 9 8 8 6 as 14 12 10 9 a 8 6 6 14 12 10 9 8 - - - 4 12 10 9 a 7.5 8 8 8 8 7.5 5.5 4 14 12 10 9 8 5S_3 - 14 12 10 9- 8 5 4.5 - 1+ U. 10 9 B 8 6 a 14 12 9S 7.5 4 114-112 95 7S 95 3S - - 8 9 S 7.5 6.5 4S SS - 14 12 10 9 8 3 - 14 12 i0 9 8 11 - 14 12 10 0 e a S5 3.5 {} 12 t0 0 4S - - -' 14 12 10 9 7.5 4 - B H 8 8 7S 55 4 3 14 12 10 9 6 5 14 12 10 9 0 a 4 - 14 12 10 0 8 8 s15,511-till 10 9 5 - 14 12 10 9 a 45 - - a a 8 8 6 6 4.5 - 7,-Q. ti 72 10 9 8 4 - Ik 12 10 9 B 65 3 - 14 12 10 0 a a 6 - 24 12 a kS - - - - 1+ 12 8 6.5 S.$ - - 8 a It 8.5 6.5 4 3 - 74 12 70 9 4.5 - i4 12 10 9 B 4 - 14 12 10 9 8 7 4 - 14 12 10 5S 14 42 10 II a.5 - - fi 8 a 8 85 6 3S - 14 12 10 'a 75 3.75 - - t4 12 /0 9 8 6 •- 14 12 70 9 8 H G - 14 12 10 6 - - 14 12 10 85 7 - - 0 8 8 8 7 5 4 $,_D. IT 72 l0 a 55 3 = - 74 12 10 9 8 4`5 = - 14 12 10 9 a a - - 14 .11 7 - - _ - 14 11 7 BS 3,S _ - - 8 8 7 55 4S 3S - = 14 12 IB 5,5 3 -, 14 12 10 9 8 - 14 12 10 9 e SS - - 14 12 a5 3 - 14 i2 95 7 .4 a a 8 7 5.5 4 3 td 12 la 9 5 - - Id 12 10 9 8 4 - - 14 12 10 9 B 8 - - 14 12 9S - - - - 14 12 9.5 T5 ¢S - - a a a 4.5 a 45 - - .03 LIMRAT10N5 OF USE FOR 14 12 10 8S 4S - - 14 12 10 9 7.S - - �^ 1+ 1.2 to 0 8 - 13 aS 4 - - - - 13 9.5 &5 5 - - - - 8 H 65 5 4 3' - - HWDE ON SHEET 19 14 72 8S 4 - 14 12 10 9 4S - - 14 12 10 9 7.5 - - - 14 11.5 45 - - - 14 11.6 7.5 6 - - 8 8 75. a 9 4 - 14 12 10 8 4 - ti 12 70 9 7 - 14 12 10 9 8 - 4 i2 5 - - - - 14 T2 B BS - - - - 8 B 8 0.5 5.5 4 - 10�-0° 14 12 8'6 5 35 - - - 1} 12 t0 9 5.5 - - - 14,12 to 9 8 - - - 15 8.5 - - - - 2S 55 RE - - - B 8 5S 1,513.5 14 12 £5 3 - 74 12 10 6 3 - 14 12 10 9 6 - 14 10.5 3 - - - 14 10S 7 3.5 - - - a a 7 5.5 4Z13.5 - 14 12 9 4S 3 - 14 12 10 9 5 - 14 T2 10 0 B - 14 11 - - - 14- 11 7.5 - - a e 'TS 6 a - - - W-W 14 12 7 - - - - 14 12 10 - - - ^ ti - - 105 8 - - - - 10,5 6 5 - - - 8 8 5 4 3S - - 14 12 10 - - 14 12 10 - - -- - 25 95 - - - - - - 25 85 6 - - a 8 6 5 4 3 14 12 HS - - 14 72 10 - - 74 12 to - - - - - 35 l0 - - - - 14 10 7 - 11 a T 5S 4S - 12'-0`14 12 5.5 - - - - 14 12 10 - - - - 14 121-11 - - - 94 7 - - - - - - 6.5 7 3S - - - 8 7 45 35 3 14 12 3 - .24-12 B 1i 22 10 - 15 85 - - - - 11S BS 4 - - - - a 8 55 4,5 4 14 72 6 - - _ 14 12 70 - _ - 4 72 t0 - - - - 725 BS - - - - t3S 95 4.S - - `a 8 -.6 ,5 + - ' i2 - - - - - 14 12 - - - - 14 12 - _ - _ _ 9 4.5 - - - - - 9 &5 - - - - 8 6.5 4.5 3.5 3 - - t4 1. - - 14 12 - 14 12 - - 9S 5-5 - - - - 105 a - - 8 8 5 4 3.5 - 14 12 - - - - - 74 12 - - 14 22 '• - - - ,.8 6 - - - - - 11.5 a5 - - - - B 8 5.5 46 2$•-0. i# 12 - _ _ - t4 12 - - - _ 14 72 - - - H 3 - _ - _ - e a - _ - - - 8 6 4 4 7 - - 14 12 - - 14 12 - - 10 4 - - 10 7.5 - -- H 7.5 5 4 3 - j�p�j BLADE ('7, �'1�y (/y^�7 j\) BLADE�1 14 175 - - - - 1+ 12 - - - - tk 12 - - - - 0.6 4 - - - - 10.5 a - - - - - a a 5 4 - - 1 Y V 63LADE OR \!1 H V DL.ADE 1s-0'14 - - - - - - t4 - - - - - _ ,4 - - - - - - TS - - g1-1 =7_5 - - - 7.6 8.5 3.6 314 - :4 - _ g _ _ 8 _ 45 3.6WjNV WINDOW BLADE 14 _ _ _ _ 14 _ - _ _ _ 1p _ _ - _ 8 7S 5 4 _ _ _14 - - - 8 1_5 4 3WOI�I: TNG IN UNISON1} - - 14 - - 6 - - 6 8.5 4 3S - 1+ - - 14 - _ - - - - - 1} - - 9.5 - - - - - 8 7 FLORIDADOUG Q NI 1'1 Velocity flurdeape ZopE ©2015 EASTERN METAL SUPPLY,INC. 9 �' n p Gs. Accordion Shutter� ster, n tl p P9 c. ° [7 Cl 8(ADE#1 W/OR W/o H V WiN00{N RIME American Shutter Systems REY.N. DESCR1F719H I DATE I DRAWN W. M.L TTLLrr TESTING &ENGINEERING COMPANY Association, Inc. 1 OLD 11-193 4/10/15 DATE: '4}J16/1£ qa 4 P355 N.W.36th SL.St..305,WGI A calmcNs,cwPoot 331 4268 West Roads Drive 2 L=-�? Ph.D.:(3'05)871-1530•Faz:(305)871-1531 DRAWING N9 �9 -m il:1Rm..Q..L.DI West palm Heach, (i 334Q7 3 WALTER A T1L R1Jr.P.& Phone: (800)432-2204. Fax: (561)ZOO-8380 4 . P.E 5FartjSlGNATURE/DATE FLORIDA U.Try 44167 U n S SPEI;IFICAl10N5 ON ANCHOR REG1UlREMENT5:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES DESIGN NEQATrVE (SFE MOUNTINGS E,G,&H ON SHEETS 8&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS _ - POURED CONCRETE _ lA41OHUU E WALL SILL MOUNTING (A) TO EXISTING POURED CONCRETE(Min.fa-3 kaQ O H RE vT(DBI3T�PTCa� -1/4°A TAPCON WNH ADVANCED THRFADFORM TECHNOLOGY ANCHORS,AS.MANUFACTURED BY I.T.W.BUILDIX.(Min.(o>3 k9l) SPAN ANCHORS'SPAGINO LEGEND 1 4'0 x 3 (0)" A.S.D.DESIGN NEGATIVELOADpaf A.S.D.DESIGN NEGATNE-LOAD Psf) AS.D.DESIGN NEGATIVE LOAD pef" _ / /4"ALL POINTS SOuO-SET ANpHORS,A5,DISTRIBUTED BY ALL POINTS SCREW,BOLT&'SPECNLIY COMPANY.(Min.f'c=.3"Mai) 39 40 60 75 s0112011601206 30 140160 75 SO112011601205 30140 169175 90 120 tbd 205 TAPCON WITH ADVANCED 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min,f'a=2 Mei) 4 THREADFORM TECHNOLOGY -1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS.INC.,AND DISTRIBUTED BY ALL,POINTS SCREW.BOLT&SPECIALTY 74 1z tv s B e e ss 14 12 1a. a a e e B 14 tz 10 a B e. 6 B CoMFANY OR ANY OTHER APPROVED LICENSED OR AUTHORREO VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. - - - - - - - - - - - - - t+ 1z t0 s e e s e ALL POINTS SOugEr (Min.}'o=3 Ian ON 74 72 1v s e e a B 14 12 to s 6 B 6 6 14 72 10 9_ 9 B s 5 "BLUE TAP W/CAP NOTES: - 14 112110 e a a 6 7 14 lz fa 9 B e e .B 14112 10 9 B B s B A1)MINIMUM EMBEDMENT INTO POURED GoNCJREIE OF TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ANCHORS IS TAPPFR4 1 12 10 91 0. 7 5S 35 14 12 10 9 8 .8 B B 14 12 1D 9 8 B B 5 - 1 3/4".AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 4'-0' - - - - - - - - - - - - - - - 14 12 '10 JHAB B a 5.5 " 74 72 to a e e e 4 1+ 12 10 B a a e +.5 14 1z 10 6 4. 34 A2)MINIMUM EMBEDMENT OF 1%4'B.x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8'INTO'DIE POURED,CONCRETE NO EMBEDMENT 14 12 10 a e 'e B 45 14 12 10 B a 8 6 6.6 14112 10 a e 4.5 - INTO STUCCO SHALL BE PERMITTED.7/4"0-20 SS.'MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOOED STUCCO EXIST.-AND 74 12 iD 9:7,5 55 35 - 74 12 10 a 8 B 6 5' l4 12 10 7 35 4 SEE A7IaN5 OF USE FaR 1"MINIMUM FOR WALLS:WITH No STUCCO. : - - - - - - - _ - 14 '12 10 8 6 {,5 'e1FDEaN SHEET 70 5'-D'' .1+ 12 10 D. a 7 4 - 14 12 10 9 B 65 5 3s 7+ •1 10 6 35 3 .. A.3)IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. _ 1+ 12 10 g 8 75 45 - 14 Iz 10 a, s. e a ss a az to s 4s 3.7s - ANCHORS SHALL-BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID-WALL FINISHES:ANCHORAGE SHALL BE AS INDICATED ON 14 12 9s 75 B5 4.5 - - 74 12 tD 9 B 75 55 4 1+ 12 10 6 45 .7 NOTES A7)&A2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR YRTHOIIT METAL STUDS CONSULT THIS ENGINETF.FOR 119 LLA IT INTO EIFS PATH METAL STUDS SEE.SHEET 28A, - 6•-0" _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 14 12 10 8.5 5 3S .. 14 12 1O 9 7.5 SS 3 - 14 12 f0•BS 7 b5 4 3 14 12 B + 3 - "(B) 7D EXISTING CONCRETE BLOCK.`(ASTM C-90) 14 12 1v . 9 B - - 14 12 10 s B 65 5' .75 14 12110 5 4 - -1/4'0 TAPOON WITH ADVANCED THRFADFORM-TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEK. p 14 12 0 '85 55 3 - - 1' 12 1a 9 8 B5 45 u 14 12 110 B 7 $4 - IDS 3 -1/4"0 x:3/4'ALL POINTS SOLID-SET ANCHORS;AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY'COMPANY_ 7•.p" _ - - - - - - - - - - 1+ 12 10 9'75 3 -:1/4'0 BWE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.TNG • 14-112 10 8 6.5 + LL - 4, 72 9 75 a 4.5 3.5 - 1+ TOS 7, 5s 4S - -1/4"0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS.INC.,AND DISffRI6UTm I3Y ALL POINTS SCREW BOLT&SPECNLTY 14-112 10 a:6 7 4 - - 74 12 To 9 7.5 bs 4 74 12 9 7 7S - COMPANY OR ANY OTHER APFAOVEO LICENSED'OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTMS ASSOCIATION,INC. 14 - 7 6.5 - •- -•14 - - 9 7, 55 4 - 14 12 9 7 8 - - 8'-0' _ _ _ _ _ _ _ _ _ _ _ •. _ _ _ _ 14 12. 10 a 6.5 NOTES: 14112 8.5 7 SS 3' -, - 14' 12 B 64 55 �N' 3 - 25 91 6 5 4 - "" B.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF BLUE TAP W/CAP,ANCHORS AND TAPPER+ANCHORS IS 1,1/4"AND TAPCON WITH 14112 95 75 6 - - - 14 12 9S a B5 5 - - 14 12 a 5 a.5 _ ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. - 13 85 85 5 3. - - - 1+ 12 To B BS 5 - - 14 12 8 (I5 6 - - 9'-0' - - _ - - - - 9.2)MINIMUM EMBEDMENT OF 1/4'0 x 3 4 ALL PONES SOUO-SEr ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO - 14 12 9.5 7 6.9 /' t4 17.5 7-5 6 4 - - - 14111 7 55 5 35 - - 71 8 5.S.4.5 35 - - EMBEDMENT INTO,STUCCO SHALL BE PERMITTED. 1/4•A-20 S.S.MACHINE SCRAP USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUQCO 14 12 9 ss 45 - - 14 12 Bs 7 5.5 4 - 14 1OS 7 6.5 s 45 - E005T.AND 1'MINIMUM.FOR WALLS WITH NO STUCCO. _ 115 85 55 4 - - - - 1+ 12 9 7 6. q;5 - - 14 11 7 5.5 45 3S - - - H0•_p' - - _ _ - - - - - - - - - 74 72 6 8 5 4 - ;E3)IN CASE THAT.PRECAST STONE PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON T}I-EXISTING WALL OR FLOOR. _ 14 Eos 7 5 3s - - - 13 9s 6.5 5 + 3 = - 10 75: 5 4 3 - - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 it 7.5 55 - - - - 14 115 9 6 5 4 - - 725 ss B' 5 -4 4 - - - NOTES B.7}&B.2)ABOVE FOR'INSTALLATIONS"ON VINYL SIDING'OR EFS WITH OR WfIHOUT METAL STUDS CONSULT THIS ENGINEER. -- 10.5 e 5 - - - - 1+ 12 B, 65 5.5 4 - 13 10 6.5 '6 + 3 FOR INSTALLATION INTO EIFS WITH METAL 57t1DS SEE SHEET 284, - - - - - I4 los 7 b.5 4.513.51- - (C) ANCHORS SHALL BE 1NSTALIFD FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFlC(ARONS OF THE ANCHOR'S MANUFACTURER. 125 9.5 5 - - - - 72 9 B 45 4 3. 9 7 4.5 35 3 _ - 14 10 7 - - - - - 14:TOS 7 5.5 45 - - - 15 BS 5-9 4:5 3.75 - - - (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 95 14 115 73 6 5 - - - 12 9 B 45 4 - - - 12•_0° - - - - - - - - - - - - - 13 10 65 5 4 - - - EDGE•DISTANGE VERSUS SPACING SCHEDULE FOR ANCHORS, 11.5 0S {.5 - - - - - it a 55 4 13 - - - e 6 4 3 - - MAXIMUM ANCHOR SPACINGS ARE VALID+DR EDGE D5TANCFS INDICATED BELOW.FOR E D.LESS 7H4N THE INDICATED.REDUCE 3.510.616 - - - - - 13 (1S 85 5 - - OS 0 5 4 - - - - ANCHOR SPACING BY MULTIPLYING'SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FALTORS. 9 6.5 - - - - - - ih IDS 7 SS - 71 85 55 4S 3.5 - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE e _ _ _ _ _ 12 a e 4s. + _ - - FACTOR10: 7S 5 { - 7,5 5.5. 4 3 _ ACTi1hL ApvN W/ADVANCED TRRENDFORI1.TECH TAPPER0.5 - - - - - 12 9 8 4.5 - BS 7 5 4 - - - - mGE All POIIQT'sOUD sLTBLUE rAP w/GAP - - - - 95 s5 5 - - O5 7.5 5 4 - - - - I'IV OR DICTANGE MIN,SPACING MIN.SPACING - - _-_ - - - - - - 1l 8S E_ 45 - - - 9 E.D. 3'. 4' MIN•SPACING 3 1/2' MIN.SPACING-3' 3 3/4' 4' 10-73.-_ ___ _ _ 0...7 4.5 3S ,.. -7.-_5_3"q._3_- ____ _ _ _ IAI_ -___- fXlIh7FD CDIWREIE GONCRERE"BDDC _ & P. R RETE&_ POURED_CONCRETE- _ OU EO CONC Pq� ED��R"115 8 - - - - 11 a 5S 4.5 - - 9 .6.5 4.6 - - - - - N � - IAN.E0.-3117" MR ED. OONCRErE BLOCK- CONCRETE BLOCK MN EB-31 2"6417.ED-2 1 7.5 - - - - - 12 9 a - - - - - 9.5 7 4.5__ _ _ _ _ TAN.E.0.-3 1 2` ABN E0.=3° / 0" - - - - - - - - - - - - - - Ds a -5 - - - - �L..AI]� WQRIQNG 3' MSO 1.0 0.7B 1.0 0.84 1.0 9.6 65 A - _ _ -I-.- _ 65 5 3 I AI U�IIe-Qe./O 2 l/2' b.61 1.0 - - O.B7 1.0 10 - - 0.5 8 5 as 6 4 - - - _ - RV UNISON 1V 2• 0.71_- •• 0.51 f.5 8.6 5.5 6.5 4.5 - - - _ _ _ _ _ _ 10 75 5 -1 /4 cCECnomlcs caD B e a__4 a +.5 3 1 1/2' 0.35 95 - - - - - - - 9.5 7 5 - - - - e B 1 4 1-J.1401- - FLORIDAUI G CO 'Nigh Veloc)t G'iIWTICOne Zone' _.. 1,y4 1��•-T..... �.1..- _ _ - _ _ _ _ - __ __- -__ _ - __ _ - -©222D.vi r5E�AAs�rERN��'ME��TAAI1LSUPPLY,INC_: _ -- .... --z---` - i. QL5W1111l�1 WVTM .- C�" cap. tiq �, Accord Shutter Systems. i 7 •3"1t KV. BLADE#1 W/OR W/O H.V.N7'tf00W BLADE Amerlean Shutter Systems pLy.No ' DESCRIPTION GATE DRAWN eY 'M.L. fes_ TILLiT TESTING& ENGINEERING COMPANY AS90C1a�iop. Inc. 1 otn ti-1s5 +/1a/ts DATE-- 04/1o/1s Y A9 6355 Y.W., 30th.SL,Ste.3D5,VIRGINIA GARDENS..FLORIDA 3316 Q FIAbTA',•' -gPfionO: 365871-1536 Fo%: ( ) (365)671-1531 4268 West Roads Drive y o-InoIH Ultoaa®noi.com: West Palm Beach, FL 33407 3 DRAWING No OPJA F WALTER A TIWT1Jr.P.E Phone: (600)432-2204. Fox: (561)209-0350 + 15-080 P.E 5Ed1�9 NR1�RE/DATE FLDRIDA D. 44167 s . 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(ry) D.DESIGN NEGA77VE LOAD Oat ASD.DESIGN NECAIIVE LOA17 ASO.O55tGN NEGATIVE LOAD A_S.D.DESIGN NEGATIVE LOAD psf AS.D.DESIGN' EGATIVE LAAO of AS.D.DESIGN NECA77VE LOAD put 30 40 60 7 90 120 760 105 JO 40 60 76 90 720 164 205 30 SU 80 75 90 120 154 2(!9 30 40 8O 75 BD 126 t6Q 2t 3tt 40 60 '75 8X11'120 160$OS 30 40 80 75 90 120 160 20 TAPPER+ 3'-On 14 12 1Q 9 8 7S �- - I4 12 10 8 8 S 4 4 14 12 t4 9 a 7S H5 48 8 8 a 8 8 7Hl' SS 4S 1''4 12 10 9 8 7S SS - 14 72 0 a a'7S 5.5 . OR LES.' 12 14 9 8 8 8 -7 14 12 f0 9 H B' a' a 74 12 10, B fl a B 35 S H a 0. fl a 7.5 6 14 12 10 8 8 9 0 3 74 12 III0 9 .8 8 8 14 72 la 9 -d a 6 - 74 12 10 9 8 8 d B 1+ 12 10 8 8 B 6 r a 9 B e 8 B 8 7 14 12 10 9 B '9'6 - 14 72 Q 9 a 8 121Q 9 7S a5 - - 14 t2 14 8 7S 5S - t4 72 70 9 7.5.5.5 a ^ e e 8 8 7.5 5.5 # - 14 12 10 B 7S 5S - - 14 120 B 7.555 4,qY_O" 74 12 10 B 8 7.5 - - 14 12 70 9 i 7.5 b - 14 12 10 B .5 5S - 8� aaa8 75 S.s i.5 t4 12 10 9 8 7.5 - - 14 12 0 9 e 7S a14 12 10 e a a - 14 12 10 '9 8 8 6 - 14 12 10 e e -e s 4S a: a a a aa'7 s. 4 i2.10 a a a - 172' D B' 8 s B - 5t?ECITlCAT10N5 14 12 8 7s 8 - •- 14 12 9 75'6 45 - - 14 12 a 7S a 4-9 6 a 8 74 a 4.6 - - 14 12 B 7S 0 - - - 1+A- s 2 9 7S 8 45 - ON SHEET 13 5-0" 14 12 10 9 8 - - 1+ 12 10 9 8 6 - I4 12 70 B 8 8 4 -• 8 B B 8 8 8 S 3.5 14 12 10 9 a 0 -• 14 12 10 9 6 14 12 10 9 B - 14 12 10 a rS - 14 t2 t0 9 a 7S'45 -8' 6 a 8 8 7S 5.5 4 14 12 10 9 8 - - 14 12. t0 j7' - _ 74 11S 75 B - - - -#- 14,11.5 7.5 9 5 - - 14 115 7S 6 5 7.5 8 "5 - - - 14 111.5 7.5 8 4 - - 14 175 7.5W-0 14 12 10 a •4 - - 14 12 t0 e 7 + - - 14 12 10 e 7 8 B a 8 7 S 35 1+ 12 10 .e 45 - t4 12 10 14 12 10 35 - 14 12-109 8 45 - - 1a 12 10 9 a D - 9 B a 8 a e 4S - 14 12 10 B 5 - - 14 12 10$2 J,6 10 - 3S 0 OS 5 -45 - - 3S 0 6.5 5' S - - .a 8 8S 5 4S '- 3-510O5 10 6.57.D" 14 12 B 6, - - - I4 12 •9 7 fi - - 4 72 3 7 8 3.S - 8 8 8 7 a 43 •- - 14 12 0 7 - - i+ 12 3'14 12 70 fi - -. 14 12 10 B-6 7 4 t til 8.5'7 + - - B• 8. a 9 7 614 12 10 6 - i4 73 i0 - 1S8S 5 - - - - 158.5 5.54.5 - - - .59.6 5.5 4.5 •- - e a 5.5 45 t- - 1.5 a5 &5 - - - 11.5 as 5.545 - - - $•-0" 74 115 7S __- 14 tib 7.5 a' - 4 TIS T.5 8 5 - - 8 8 7.5 6 S 3S - - 14 115 7S a - - - 14 715 7.5 fi 5 - - 14 12 9.5 - - - - 14 12 95 7.5 45 - - - 5 7. a - - - 8 8 0 7.5 6 4S - - 14 12 95 - - - - 14 12 B.5 7�5 45 - 4,SEE UM,ATiONS OF USE FOR OS 7-5 - - - - - - 105 7.6 5 4 - - - OS .5 5 L - - - a 75 5- 4 - - - - 0575 a' - - - 05 73 5 4 - - - BLADE LA ON SHEET 19 9'-0" w ID-5 4 - - 14 10.5'7 aS - - - 4 f05 5 35 - - a 8 7 55 45 34 - - 14 SDS 7 - - - - 14 12 5 -• 14 12 9 6.5 - 8 5 - - a 8 a BS 55 4 - - 14 12 5 - 9 7 - - - - B 7 45 - - 6'' S _ - - - 8 7 d5 - .. _ _ e 7 - - - - 0 714.51 - 10'-0,12S 9 - - - - -• 12S a 6 - - - - 5 9 0 4 - - - 6, 8 a 5 4 - - 12.5 9S '3' ih 11 - - 14 11 7S - - - - fl -a 75 8 5 - - t 11 -^ - - - - - 14 •11 7.5 - -6.5 6 - - - -• HS 6 4 _ _ _ _ _ _ 0 0 4 - - - a5 6.44 - - - eS a. 17•-0" tt BS - - - - - - tiS 65 BS - _ _ _ - - _ 8 H SS 4S 3.5 - - 1.5 aS - - - - 11.5 a.5 aS 3.5 10 - - /4 ICI '7 - - 8 8 7 -5 {S - - 13-B 10 - - - 14 10 - 75 5.5 - - -• 7.5 55 - _ _ _ _ - - - 75 S.S - - - - - 7.5 5.5 ^ - - - 7.5 SS .j2LD" 05 7S -- - - - •- 05 7S a - - - _ _ H 7S 5 4 3S - - 05 7-5 - - - OS 7.5 5 i2S 9S - - 3S 9S 45 - _ _ - _ 'S e 8 fi 4 - - 25 9.5 -• - - - 35 9S 4.5 _ .. _ 13•-�°9S 5 - - _ aS 7 -' - - OS.8 _ - _ 0 7 +5 3S - - - 9S 5 _ 1S 8.5 - - - - 12.5 aS _ _ - _ _ _ 0 8 55 45 - - - - 11.5 8 - - - - - •- ib 8S - 9.5 - - aS 5 - 7 55 _ _ _ _ 65 a - - - - 6S 5 14•-O" 9 35 _ - - - 9' 6.5 - 8 \( [ (� .L�' �y (/�"\) j,�\ BLADE p /�j'y[' .. OS 4 e 05 4 -' - - - 10.5 •a ..• - - - - .� Y 67�M�1� �1\ u/ fl V CJ LIY LJ C. I5'-0" fl - - - - - B - - - e - _ _ _ _ d 6 4 - - - - - a - - - - - - - a. - - - - - W/ I-4VWiNI�OWBL,4DE B 75 s 4 - ^ 10 - - - - - •- 70 - - - ._.ry . 5S - - - - 5S 4 - - - 5•' .. _ - _ - 5.5 - _ - - - - 5.5 .. _ .. _ _ 6 .- ... - - - N UNISON S+ N - 16'-O"7S - rS - - - - - TS - - - - 75 - - - 75 - - _ - - 7S - --- _ - - _ ---.-------WORKING IIV l3iV(JOl1Y 4 'BS - '_ - '-• - - 9.5 - - ._ .. - ... _ ._ .:"8'_7-4b - - 9S •_ - - - - 9S - - - - - lAopappfat<oosid„�� ____ A-aulw- Q4igh lelocit--Hurricaanti Zene k. .•;.tiG nj, =_ - 0 2015 EASTERN METAL SUPPLY,IVC. - 000a V 1USdr' ��" B[IRRITctA HUTU o r 3 �, Q G cis a .8 'ApQ A.ceord�on Shutter S stem . } Y H.V.BLADE g•1 W/OR W/O H.V.V7 NDDW ET M TICCIT TESTING &'ENGINEERING COMPANY American Shutter Systems REY.N. DEsciamat1 Daft ORAWN BY: it...L ? a ss N W.36m.5L,s1..sQfi,v saNw cAa40 s E10RL4 x316 A9socTatIon, Inc. t am 11-19s 4/10/7 oATE o4/iolt5 . ".''�.(a••;L�Pd lP)p...�.G�'a -4268.West Rogd9 Drive y .. A� it Pho90 1(305)871-1530.Fax 1(305)871-1537 West Palm Be4ch,FL 33407 DRAWING No �N... �"- 'I e-moE BRoe0000l.wm 3: 4 eln / `� EB-ta.60 s PhonB:(600)432-2204.Fa>G (587)P09^6380 4 t J'-I}Ov 'r ....,..:r�•• WALTER A'Uff Jr.P.E. 5 SHEET' P.E SFAL�SICPW7URE/DATE FWRtDA Ua:#44167 _ 6 1bA OF 20 MAXI SIM bESIGN PRESSURE RATING (P.S,f,) AND CORRESPONDING MAXIMUM , ANCH00' HIMULE FOR A GAN MAXSHL177EWSPAN, RATING AND A-CORRESPONDItJGMOUNTING TME, (SEE'MOUNTINGS ON SHEETS 16&17). SOWUTYERN PI E N.. SPRUCE PINE SPRU E 2 MIN. �,O�55- FIR NORTH FIR SOUTH SOUTHERN PINE No. 2 W/MIN, C;�: SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTIT 1/2" MIN. COX DO G )ff/MIN Gapo R DOUGLAS FIR W/MIN. G=0.50 W/MIN. G=0.43 uAwuuu Mj� W, PLYWOOD MIN. G=0.43 W/ MIN., SPAN(n) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL M9UNTINGS CEILING MOUNT T M. N, 0 &- R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS WALL'MOUNTINGS B.C.WALL MOUtPNGS B.Q.WALL M0UNTlNrS B.C.WALL MOUNTINGS W & x P &4 S&v S&v S 30 40 1 60175 91)1*0 30 40 60 75 190.1145 30 40 GO 75 JR0 405 30 40 60 75,90 05 30 40 60 7,9 90 105 30 40 60 7S -90 105�)() 40 60 7S go 0 0 0 60 75 90 30 0 40 LO 75 90 105 ii--O'OR-S 12 12--Lo--S -a -8.-6.-6 -6 6 rL 0' 12 IC 10 9 'B. 6 6 6 6 6-16 6 112 10 1019 8 8 5 6 1 6 J&.1 6 1 5 6 5 1 414 4 4 12 12 12112 12 12 12 12 IZI,12112 12 12 12 12 12 12 12 4'-o' 12 10 10 9 8 8 6 E; 6 -67-6--r 12 10 10 9 8 8 a 6 6 5 6 6 12 10 1019 8 5 v 6 6 JO, 6 6 6 5 4 14 4 3 1Z t2 12 12 12 12 12 12 12 12 IZ 12 12 12 12 12 12 12 - r_W__i _W_ 7_--i- 7--g--F- 9 6 6 S 6 5 -F--- .-6-V 5,-Q* 12 lo -1-0 s a 8 6 Z 12 o w 12 10 1019 8 7 a 8 rfr 5 414, 4 3. L2_12 12112 12 12 12 12 12 12 IZ'12 L? 12 12 12.12 L04 So-," 12 10 _jo Q 8 G.� 6 6 6 6 5.5 4.5 12 10 10 9 8- 5 & 6 -5 5.5 5 4.5 12 10 10 IS 6 3.5 6 6 6 16 5 4.5 6 Z 4 4-3.5 - 12 12 12 1Z 12 12 12 12 12 1 12 12 12 12 to 8.51 7''O* 12 10 16 SS T- B 6 6 5,5 4.&74 2 ID 10 5 3 6 6 6 5 4 3.5 12 10 1017 3.S - 5 5 5 5 4 3-5 6 - 12 ll� 12112 12 12 12 12 W-1212 LD:"12 12 12 10.5 3,5 7.5 N:3- 12 10 10 7.5 4-.5 3 6 6 6 5 4 3.5 12 10 la 6 3.5 - 6 6. 5 44 3.5 3 12 10 1014 - 6 6 5 +.* 3-9 3 6 5 4 - - - 12 12 12 12 12 12 12 12 12 1.2� 11 9.5 2 11.5 7.59-51 0 B r S 4 S L-13 .112 B 1 4 2 '45 '2 'a a *9 C - 2 6 l 1 2 1. .5 T?-W 70- 5 3.5 - 5 6 5.5 .5 3.5'3 12 10 9 4 - - 6 6 4.5 4�. 3 3 1 -=- 11Z I 10 413 - - 6 4.5 4 6 5 �S- 12 tz 12112 12 102 1 T2-1 1,5 9.5 2 12 10 .6.5 5�5 10'-0" 12 10 7.5 4 - - 6 6 5 4 3 - 12 110 6 3 - - 6 6 4 3.5 3 2 10 3 - - 5 G 4 3.5 3 - 6 5 - - 12 12 12 12 11. 9S 12 12 12 %CX 8-5 7.5 12 12 1.-a - - 12 10 - - 6 5.5 3.5- - - 12 10 - - - - 8 5.5 4. - - - 6 5 - - I. 12 12 12 12 10 8�9 12 12 12 945 111 7 k12. 1.2 B 6,5 5.5 4.5 - 1 2 - 6 5 zi.5- - - 12 10 - - - - 5 5 3.5- - 6 5 - - 12 12 12 11.59.S 8 12 K _r 7.6 B 6 4 5. 12'-0" 12 10 4.5 6 0 4- z,- i 13' 12 1 7- -0 B - 6 6 - - 6 4,Sg- 12 .S - - - - 6 4-.5 - 6 TS 77 2 12 To. 8.5 75 12 12 7 $IS 4Z 4 4' -.5 - 12 7 - - 12. 12 lz 9-5 a 6 12 12 5 4 -a' 112 101 6 5,5 12 7 4 .5 6 3 6.5 3 - 5 - 12 5 S L2 12 11 9 7.5 S 12 12 15, 12 is,-o' As 12 HV BLADE OR n HV -b-LADE W g&-HV WINDOW BLADE WORKING IN UNISON" + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. i.ANCHORS To WALL.PLooR OR SOLID wocD s6mr SHALL BE As FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF 7HE FOLLOWING: -SOUTHERN PINE No.2 W/0=0.55(NAS) T-rON ANCHORS,AS MANUFACTURED e(I.T.W.13UILDEX W1 MINIMUM EMSEDIAK AS INDICATED AT -DOUGLAS FIR'W/0-0.50 BECKONFACN ON SHE=16&17. -SPRUCE PINE FIR NORTH W/0-0.43 EXCEPTION.-SEE RM 2 EMM. -SPRUCE PINE FIR SOUTH W/0=026 imd--) Z ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF -MIN.112'COX KniCOU(1966 APA) LAC SCREWS AS PER NOS 2012 SPECIFICATIONS. 4.ANCHORS SHALL BE INSV%l.LED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. I tl *k A FLORI A BUILDING CODENigh Uetocity Hurricane Zone opo " ............,, 0 2015 EASTERN METAL SUPPLY,INC. 'N WE H& NWTM Arp cordion Shutter System /--!T-!EC 0 Ky.fILODE#1 W/OR W}O H.V.VSNDOW BLADE American Shaffer Sysisms R2L".IDESCRIPTION DATE DRAVIN V, M.L TE OF TILUT*TESTING.&ENGINEERING COMPANY M x'- s =3N.W.Z.lh.S,.�k,. ,WGINIA CRDEN5,FLeRm l BE Ass'aclailon. Inc. 1 11-193 okm .0+/I Vis Ph (365)871-1530.F...(305)871-1531 4208 West Road- Dive z 49,St.. 4 DRAWING No ft.t F.Im Beach,h, FL 33 07 31)209_8380 15-080 ,-01VAL Ph.D.- (800)432-2204 Fox: (5( 4 WALTER A.TILLD-Jr.P.C. P.E.SFALfSrGHA 0IATE. FLORIDA L..9 44167 SHEET 15 or 20 INSTALLATION DETAILS ON EMSTING WOOD BUILDINGS FOR HV AH'VO BLADES (AS APPLICABLE MA)( SHUTTER SPAM L+ OR L FOR iNSTALLATIONS iNTQ WOOD WITH HV SL.ADE 01 0MLY'Si-fALL SE LIMITED TQ 165.0 12sfi A.S.D. DESIGN 6 EZESSURE ATB SEE SHEET 19 OR MAX SPM dPc A.S.D" T'w mREADea "TWITH EcNn orGY'0E8 . DESBGi�I PRESSURERATING QR AlSTALLATlaN iT DE 1 & QR G NlS4?N "�••�, ;:•- W/f 1/2"Min,PENEI IATION — lZE0 FANRUN WnH LOGYADVANCED OF TING WOO AREA TO "1„ THREADFDRM TECHNOLOGY I 1 OR � EXISTING WOOD HEADER. ``= W/11 Mtn.PENETRATION (SEE SCHEDULE ON SHEET 15) - ^+. OF THR 1�AREA TU _ p 1 ( I EX7571NG W000 HENIFR, - MW.SEPAPAn, I t ` (SEE SCHEDULE ON SHEET 15) Q =g, (SEE i tii 1 `✓' :C' = Y 75111/4'0-20x3 4'SS.MACHINE SCREWS EXISTING ON SF 19 FOR ' 17OR18 0 GLASS--v" gypppSV�i 7N W/1Id"-zNuts m IZ'OZ- 8 I i 1 i 5 II WALL« OR • ' G flNISH N •of -0 ~.. x EXISTING 111 MM. II Ii 1 - Fl� WOOD2'x4' OR �p A1HEADR REQUIRED Q t2xWO0D I7aswo IAN.SfPA9AT10N I I _ 1/4"4 TAPCON CHN LOVANCED O HFAOfR REQUIRED I I ` I ( :�. TWREADFORM TECHNOLOGY GLA5 I0 7XtSS{SLP Q" I T x4 CONT Slit WJ 7 T/2"Aon.Pt?tEHWITON SCHEDIp,E�0µS�EE1' MIN.SEP ! 1 F" t.1 OF 7HREAOGD AREA e BL7bE(}) I ;p1 TO GLASS PLATE REQ'D. MIDYflOiii OF W000 PLATE LOON i911)AND I I EXISTING OSEE HEEr 1) I i I a4M, {SEE SCHEDULE ON SHEET t5) . EiADE5�7'de� - . @HV WALL HEADER INSTALLATION OHV WALL HEADEF iNSTA 1.;4TIAN O HV lnfALL SILL INSTALLATION .. . EXGLiALN55--p8 .y O�SHCI 7E.) I" I. T 66 , Mill.SEP7MA�ARyCATHp�O'N MIN..SEPARTON GLASS MIN.SEPRATON (SEE (NDU LASS TOGI EKSRNOSHI:T 2"4CONT. ON SHEE'11) WOOD N oi3REQ� 2Ws MA =ECs 3I ~. 1' W! \ Q USING 1J4"-20 NUTS I I ,'7S�-, �r j•-:; 1/4=213 NUTS WALL 0 12"D.C. FINISH 7-1 if 18 1 OR 15 � 2"x4`CONT. �' w WOOD PLATE i � Q__ _ - -(4!'0_7APCON-WMi-ADVANCED- - +;t i/4"0 TAPCON VM ADVANCED cUTIN - "THREAIIFORM TECHNOLOGY 1J4"0)FbHlA CHN LOVANCED Min.PENETRATION OF IHREADFORM TECHNOLOGY I'Zt +=• 11TRFADFORM TECHNOLOGY THREADED AREA INTO PLYWOOD. ;;`^ WJ i/2'Min.PENETRATION OF. �"�w'!-";P ONT, .ct W/1112"Min.PENE RAT1ON 1-SEE SHEET 4.FOR TYPICAL. - OF(SEE SCHEDULE ON SHEET 15) L. RED AREA INTO PLYWOOD. SHUTTER ASSEMBLY . - -� ALL ""MIDWI{fi16W0 0PL.ATE_SEKiFUiG MIN.2"x4"S=S ., {SEE CHEDULE ON SHEET 15) 2-MOUNTING SEORONS CAN BE _ fFpdISN (SEE SCHEDULE-ON SHEET 15) ®76QC..MAX.RED'D. COMBN DJN:ANY WAY TO Ile Mlkf._GDX PLYWOOD REQ'D - --.._. _ - _- _ _ _- SUfr ANY INSTALLATION. ' PLYWOOD TO BE ATTACHEO-TO 1/2'MIN.CD% YALL FINISH SNNG MIN.2 x'v STUDS a ie"d.C.MAX.REXD; STUDS IN ACCORDANCE 4fiH PLYWOOD REWD. ®HV WALL SILL INSTALLATION PLYWOOD TO BE ATTACHED'TO STUDS IN ACCORDANCE SECTION 2372 OF THE F.B.C. O SEE UMIrAM.N5 OF USE OF -WITH SECTION 2322 OF THE F.B.C. 118!//Os ii GLACE to ON SHEET is _ - - --- ��•� BY—MALL SILL (NS�j LOTION +LOT. �l _. BUILDING Hi h Vjelocity Hurricane Zone t •" 0 2015 EASTERN METAL SUPPLY,1140.C. "• AaF BER5TA NVTAccordion Shutter System V - HN.».AAE#1 W/OR W/O N.V.WINDOW LCE • ? 0 Americcin Shutter Systems REV.?(* DESCRIPTion DATE ORAWN 71f, M.L 'TILLIT'TESTING & ENGINEERING.COMPANY LO,ggpClQtiori> IriC" i OLD 1t-is3 4Jto17 DAIC 04/SoJ15 1¢�'Tt' 6355 NxL 3511,St.,Stn.305.MROMIA GMEN5.PLOODA=lot 4268 West Roads Drive z =zr- ' }4 Phone;(308)871-1530.Fox t(3(75)871-1531 DRAWING No. West Point Beach,FL 33407 q n f Qi W%7FRM-A.0IoW[9".t: Phone: (800)432-2204. Fax:(561209-8380 4 6 5-a8V P.E SEAL/SIGNATURE/DATE FLORIDA L;.$44167 s SHEET s 6 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR MV arc I-LV4 BLADES (AS APPLICABLE) MAX SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WQOD WITH HV BLAi)E •1 ONLY SHALL BE LIMITED TO 105.0 Pat A.S.D. DESIGN PRESSURE RATI G SEE SH T 19. FOR MAX SP- WA.LL FINISH ASD DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE' I 8c A WORKING M UNISON 1/4"0 7APCON WITH - EQ- E0— AOYANCED THREAOFORM EDGE(IF APPLICABLE) 4zS"(Min.)EXISTING - := TECHNOLOGY Wj Y tj2 Min. Wool)BEAM REQUIRED. �_— =� PENETRATON OF TF{BEADED STRUCTURAL ADEQUACY _ AREA TO ERISTiNG WOOD OF IXtSiiNG WDOD BEAM - HEADER. - 1/4"0-20x3/4`S.S. TO DE CERTIFIED BY _/'--EXISTING WOOD `(SEE SCHEDULE ON SHEET'15) PHILLIPS TRUSS HEAD REGISTERED ENGINEER OR EO E _ _ TRAFTER o RUSSES OR y: ACHME so SS At2CHlT!'CT PRIOR TO 1/2" 1/2" O.C.REQUIRED "-20 NUTS SHUTTER INSTTALLATION. "I 1/4"0 TAPCON WITH 1 oR 7 ADVANCE75 7HRFAOFORM EXISTING SOFFIT .257" TEOINOLOGY W/1 1/2"Min- 3/4"Maxi 71-11Ciy 5•� PENETRATION OF THREADED M°x• AREA TO EXISTING WOOD a Eq q r14x3j4: EO O. (1"11 21 1."ALLOY} M.TUBE L-OPrIONAt (SFJ;SCHEDULE ON sNEET 75). ®h6"O.C.( ti Or f,''�or QS (3)Sf1G"s LAG SCRCWs 70 1 or(g or 15 I y1 LOCATELAC;SCRE11 WS AT MIDWIDTH OF EXISTING WOOD p ;.�• I ! MEVI/MBER.(2"Min.NOMINAL WIDTH) EXISTING MIN 2"x4" 1 EXISTING- HEADER REQ'D MIN.SEPARATION I I I I OPEN HOLE AT EACH _ THREADED Min.PENETRATION OF . CLASS SIVD TO ACCEPT 7HflEA0ED AREA.VALID FOR ' p (SEE SCHEDULE ON SHEET"11) I EXISTING ( 5fi6"0 LAG SCREW I INSFALLATIOI WITH 72 Pa[ GLA55— I I i AT CENTER OF TUBE. I I MAX.A.SA.DESIGN LOAD AND hs}L W-0' MAX.SPAN.THIS INSTALLATION Is ONLY VALID S HV WALL HEADER INSTALLATION— 15o�I�t 'I I `�. EXISTING -1 sNax+.e oN s xr FGRAIATY OF 0 AS DOUGLAS OR WOOD W/MIN'.SPECIFIC I cr7 stm'1a Yaa° i ! GLAss---I tt ecn euuefitutu I IFIR OR SOUTHERN PINE Na.2, I e wTsO?® I I I c 1p'u® I 1 OR NOR EQUAL om: 1 OR 1-SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY, 2-MOUNTING SECTIONS W BE COMBINED IN ANT"WAYTD suer ANY INhTA1tATICXL OHV CEILING INSTALLATION 4yy J CEILING I STALLATION OR1611N.�EPGAION I 1 p ULE MIN.SEPARATION I i —N LOBS ,71 c mu 7L". ,i aN�sHEEr 1) ( I 1 1 TO GLASS EXISTING I IXi sEf is IbR �_--(SEE SCHEDULE ON SHEET 11) I I \I {� EXIsi1Nc ! 'I �'•� Y I I rI I I ( ! I w •GLA55 I I .t ;A. NI LTE A - IXISDNG exa-MIN.woo d WALL I LOCATION 3/a'MIN. G � I DECjC REgUIREDD . �'^1+ 7 3/8 µ {110x3/4'HEX ) FlNISN i k' ti.l rrASHER HEAD TEK I (NO FlNISH.tLL.OWED 1�I� �z'31vi"2• 2"x6"MIN.WOOD I SCREWS® 12' .c EDGE OF DECK DECK SHALAu REQUIRED(NQ _... .-. `� ORQa � FINISH -awED) - - IF APPLICABLEi - q E tf4'0-2Ox3/4"S.S. EDGE OF DECK 2 J - �.- �- 1/4°0 F.H.TAPCONWITFI w ''•v 1/4"0 TAPCON WITH T" PHILUPs TRUSS HEAD IF APPLICABLE - GE -- ADVANCEO THREADFORM ADVANCEO THREADFORM Mtn- MACHINE SCREWS -'• TECHNOLOGY OFVl/t 1f2"MGrt• x"e TECHNOLOGY W/1 1/2'Min- W/1/,V-20 HGTs 2� N' - DECK IF PENE�RA7ION 9F 7HREAOEO Si[L^PClAE "SST; PENEf1tATI0N OF THREACED a 12"O.C. APPLICABLE "MIN. A 0 MIDWIDTH OF WOOD • AREA Q ME OF WOOD .1/4"0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY PLATE. 11 1 1/2"Min.PENETRATION OF THREADED AREA INTO WOOD DECK. -0 5EE U ATIONS OF USE OF n�STr LEE SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) BLADE ON SHEET 7s O HV WALK— ER ILI LGbTIDN QV HV WALL SILL INSTALLATION AaaAaanaerr.� ®HV FLOOR IMSTALLATION FLORIDA BUILDING I$T h Velocity .Dgurricsne Bone 6p - IIngaIIlo�� ©©2011.9EASTERN METAL SUPPLY.INC. 3oRTA HTM� LL G C C� I r4 Q» a � o Accordion Shutter System " H.V.BLADE 91 W/OR W/0 KV.WINDOW BLADE i sed. i American Shutter Systems It M. DESCRIPTION DATE DRAWN Br M.L. STfiI TILLIT TESTING & ENGINEERING COMPANY Assocla4lon, Inc. i OLD 11-193 4/10/15 DAIS D4/1D/15 93&9 N-W.36th_St.,Stu 3a5,VRGNt6 WDENS,ROMEA 33151 4268 West Roads Driva 2 _ Phone:(30,1571-1530.Fax:(305)871-1571 DRAWING No mole tilt—oaol.aam West Palm Deaeh, FL 33407 3 4 - ''�••"C"�"".........""' Es-0006716 Phone: (800)432-2264. Fax: (561}209-•8390 h g 5-080 AA��: . WALTER A TLN Jr.P.F 5 yP.E'SEALf i',24AT,UREYDATE FLORIDA LE,f 44167 6 .SHE 20 . GENERAL I IMrrATTONG AND CONDITIONC OF USE FOR BERTHA :�HV BLADE ACCOR WORKING IN UNISON WITH Mr WIMffir A ®+� 1.MAX.A.SA..DESIGN PRESSURE RA1I1461.+110,–110 pa.T. G 5 2.-MAX:SHUTTER SPAN:Be". . 3.ALLOWED MOUNTINGS:A D.c&H ON SHEETS S.7:AS WELL AS MaUNRNG5 M.0,T.U&W ON SHEETS 16&11. ONLY CINIQIMATFS 1 (BOTH W/ 4 OR PAE ALLOWED WITH 2�1 - R9 ARR!�fLED IN A S11E1RIC4L OR OPPONG IAUi IN CASE OF OPPOEWG S OUT,(�s)MUST BE INCLUDED ONLY AT EX1ERIOR ACCESS SIDE OF CENTERLIAATE . 15.@1— 5,(A)HV WINDOW BLADE 1O SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS TYP.EL ENO (3"0 HOLES)FOR®PER BLADE AT SPACINGS SHOWN ON SHEET 4. - r (B)MIN.CLEARANCE FROM 70P OR BOTTOM EDGE OF HV WINDOW BLADE to -'MAX'S WINDOWS OF ANY 310 HOLE FOR®SHALL BE 12". ALLOWe7.AT HV H '� - WINDOW BME® ' , (C)FIRST'OR BLADE COLMIG OUT FROM STARTERS AT FLANS'MAY BE W WINDOW BLADE 1 ,� 7 • (0)W WINDOW BLADE 0 MUSE BE USED ALTERRMTE TO.A SOLID W BLADED 7HR000HOUr SHUTTER'S WIDTH, (E)CE MATES SHALL ALWAYS BE WSrALLED;ADUAaENT 7O A SOLID HY 4 ' ,ELPOE 1 AT ETNiER S(OE OF THEM. R X SEE END o � (F)POLYCAREONATE HV WINDOW 4nF SHALL BE INSTALLED 50 THAT TABS FACE CONNECTTGN 7HE INTERIOR OF THE OPENING B NG PROTECTE0.HV WINDOW H4)MUS(BE DETAILS ON SHEETS i ��2 ONLY INSTALLED AND LOCKED.USING.A HV SETTING TOOL PRONTO-TEDD BY LSSA, 10&18 TYP. '4 INC. FULL HEIGHT. 1 1giR 6.SEE ANCHOR SPACING SCHEDVLE FOR INSTALLATIONS INTO WOOD FRAME g 'x gi1 BUILDINGS ON SHEET 15,AS LIMITED ITT SPAN tND DESIGN LOAD(SEE NOTES9K 1&2 ABOVE). g E _ 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLgiONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12&13 AS UMT6 O BY SPAN AND DESIGN LOAD(SEE NOTES 1&2 AB0011. (gOD 7YP TPP&ORTLREQUIREMENTS) p 8.MINIMUM SEPARATION TO GL Aee SCHEDULE H SHUTTER SPAN MINIMUM SEPARATLDN Ta,GLASS NUMfiEO 1(1 ' BES"M- 5" ' ELEVATION NON.SEPARATION.TO C/w EXISTING GLASS SEE SCHEDULE ON SHEET 12 FUfi Efg' L- �— Atm ON INS SHEET FOR BLM6(D&� . ------------------- ------- ----�� ------ 5 1 i1 1 W`, ..Yp- G S d 5 TTY. SYMM ICAL CENIERIAATEi z1 2 -- w/ aR 5 AND Q® 0 (SfNOTE 4 ABOVE) .. PLAN) - - - - - \--2 TYPICAL In HV BLADE WORKING IN UNN°ZOT--9• HV WINDOW BLADE' 2 SHUTTER* ---- --- - - - –' --- - -- - - 7-F-ch igh-�elDci -M—r4cane-lZOne e\o\\6��:: -;&���s� _ _ _ _ EASTERN FAETAL SUPPLY.INC. _ � /MLM 6 O oca�. f '. "'o o-o - - - n Shut-r-S stem I `� I /OR W/O H.VWINY BLADE / � TILLI7 TESi1NG'& ENGINEERING COMPANY AmerTcan fS�utter Systems REV.NGATE ORAyN Bfd M.LG]59 N.W.36 h.9E.51a 3G9,VRGWA GRG[NS,ELGHOq 331b As$OCIalIODj [nc. 1 4170/1 DATe w/1n/1s V3 7 5 Ph—:(305)87I-1530.Fox:(305)871-1531 4268 West Roads Drive 2 VV 7L IY .—ILDlt000®ool.eom West Polm Beach, FL 33407 3 DRAWING, No '+•._, ,,,.r•' EES-0006719. Phone: (800)432-2204.Fax: (581)209-8380 9 5-0730 WALTER A TILLR Jr.P.E., 4 P.E.SEAL/SIGNATURE/IiATE FLORIDA Ma p 44167 - 6 SHEET 6 1'9 01' 20: END INSTALLATIONS (In HK &c 5-hIV O BLADES INTO 2"x4" MIS WOOD STUDS 2,.r MIN. WOOD SND9. 7/4'A TAPCON WITH ti (As APPL1CAOtE) v 1 I VANCED Y RIM BUIL M - in Z*.4"MIN.WOD. Yak4"MIN. ANCHORS RW BUIIDIX STUDS REQ'.. .... ..'] WOOD aP STUDS. 116 iO,%Y MIN,THREADED ST as REQ p QO \`� � " (as appucADLq E„FlNISH ;"S PE7RA11. INTO STUDS OR iF'� vr/MIN.t/z'THRFa95. \ / 'EX/St1NG GLASS Y PENETRATION T°7//2'C.% IRISH L / \ PLTWro00 IF NO ZW`ENS7: '•{�' EXISTING GLASS F EXISTING GLASS fit: EXISTING CLASS MN.S£PARAnON '� �. IX ifa'MIN.CG% t f / \ nl dAss(SFE '�j .. 1 C PLYYrOO. ,. SC1idLR.S IX•t SHEEC $:• =•T`:ydy d••`�'`...i -..;.«` /z'MW.O.X �..n �.: IAN.SEP/RA71aN tAPL SEPhAAnCN t`G WN.SFPARNIav Y7 FGR T9AOE M9 PLYvt000. ,.�;, :+_�%-,.� .s�+,•t z;�:,>;,c1;r Ta aAss(SEE m aAss(SEE it2"MIrL cDz _ f Ta a, (SEE ifl6'x3' SCf1FlN q.E qJ 9iEET �.?�n Sgf.D 1R 4Y 5Li� .>Yro.."'�v�sah �•%I: SL7+FDLCEW SFFET Nd sH--r 79 FOR WAL_ PLYWODO. �.�& (6.53-T6)C.NT_ RNLSN 1/27 ADN.CD%•11 FOR RUDE FJP7R1 I7 FOR rA/DE(TfAW. 1/2 • 71 FOR ET IE�AYO ON 19 FOR 0.4 511EFS i@ FOR - CtJ_9 WET l@ FDR 1 x'&OIL - PU E'10CAT.E 7/z• PLYWOOD. aleEsoxp FINISHevDls(F7ca .AaEsp�dA} AT,ERHER SIDE MIN CFO) /'f W umuanr.7.t.I/o d-a• ,,_/� twLamonuaat nm uxrr p —°°.. .IS oc.sl.ls. At.xy/2'S.M.S. ---•- b)%imt/x6aYs'PmJart `- miB a.G. _ Q• (Nr{T�c�un. 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F OLD 11-193 gJ1.ft5 DATE .gf10/15 •• ' Phone:(305)871=1530.I-:(305)877-1531 4268 WB91:RoadG Drive 2 • ""`•t• ' tit..0-1- WeGk•P.Itn Beech, FL 33407 DRAWING NO U+13 �Iy AL\'" E8-OD06779 phone: (800)432-220¢. F.%:(567)209-8380 q Co l7 ^^`✓..�..-'rr�''�• WALTER A.TILLIP Jc P.E. 4 1�^'Ol7V P.E.SEAL,�SIGNAril1RE/DA71: FLORIDA U..9 44167 s SNDEF S 18 OF 20 ' : REQUIRED MINIMUM .:;.'� INSTALLATIONS WZ n H1/ RLADE8c H CEN 0 EY\tlV A ES �. � '-12000"M=f- 6'x 1 1/25c 0.035'THICK 1.. 1/� 083' Min..GSfAIAr-653 GRADE 40W 4.�b INTO METAL STU® WALLS Min.'G-60 V.S1EEL o •:'•y'+' �!, O METAL SR1D5 AT;16"O.Q. I 1 "'+'•:-' -4D 41 W 9 Xo NOMINAL . 38LIMITAT S.AND CONDMONS OF USEFORALUMINUM SLEEVE REQUIRED MINIMUM Min. E T V' LA CC S ° 6063-TS ALLOY 1 3/ax s /14•x o.03a'THICK ME- a s•Q.C. - -SYSTEM INSTALLATION TO METAL STUD WALLS o CArLrCflLv..s1EELTRACKcHANNE7. 43c , ,-� - SEPARATION TO GLASS SCHEDULE N. 3.000• A57M A-653 GRADE 40'11 G-60I ' - 4 1. MAX- AS.D. DESIGN PRESSURE,RATING: i75, = 75 p.s•f. 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',• �'�. 6]55 N.W.35th.SL,Sto.305,VIRGINIA GARDENS•FLORIDA 3316 _ Phona:C. - 4268.Weat Roads Dryz DRAWING NO (305 871-1531 D 1 3 -P1.�••,p:..�.q,nn.11••DD•,'• °-mall:Ftltaa"®aol.com West Palm Beech, FL-33407 C-SSID1v C+t'� WALTER A.TILLfTJr.P.E Phone: (800)-032-2204_Fax: (561)209-8380 4 1;5—QHS P.E.SFhL/SIGNATUQDATE FLOI DA uo• 44157 5 SHEET 20 OF 20