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HomeMy WebLinkAboutSUBMITTED PAPERSDATE: /1 _ RECEIPT. PERMIT NO: A PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION M_M� � 2300 Virginia Avenue -91 Fort Pierce, FL 34982 772-462-1553 Scq��/ �4 ey F® APPLICATION FOR STORM SHUTTER PERMIT Cie C 1. LOCATION/SITE ADDRESS: (o (8 Tb w. eSoN 9®�`►'r (za OUn� 2. PARCEL ID NUMBER: 321 - -I c� - © O I ko -(2)9 - 3. DESCRIPTION OF PROJECT: r 't�Y'o 1 J A e c ono : o.-j 4. TYPE OF STRUCTURE: SFR: /- MOBILE HOME: OTHER: 5. OWNERS INFORMATION NAME::Y a k cy j' ' .► ^��'�°" ADDRESS: Site TZP sci.� +6-Ii" Ca CITY: 7�) SL- STATE: �F_L ZIP CODE: 3,11-19 PHONE: 7-14 gCS% EMAIL: Type of Surface attachment: Wood Frame 6. CONTRACTOR'S INFORMATION FL REGISTRATION/CERT #: e & C O S5 a i'� COUNTY CERT #: ZED S K 3 BUSINESS NAME: PHONE NUMBER: ZS -7 EMAIL:�A•+ Concrete --.X Masonry Other PRODUCT TYPE`' PRODUCT DESIGN PRESSURE 'PRODUCT APPROVAL # REMOVABLE PANELS ACCORDION ROLL -UP FABRIC OTHER I I ATTACH 2 COPIES OF THE PRODUCT APPROVAL WITH DETAILS TO THE PRODUCT BEING USED. ALL PRODUCTS SHALL BE LABELED FOR DETERMINING IMPACT RESISTANCE FROM WIND BORNE DEBRIS. **SEE FINAL INSPECTION PROCEDURE FOR EXISTING RESIDENTIAL STRUCTURES ON BACK. 7. VALUE OF CONSTRUCTION: $ IS s� 4 3 = PERMIT FEE: $ OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in compliance with all applicable laws regulating construction and zonin PRINT NAME OF OWNER OR CONTRACTOR/QUALIFIER I NATURE OF OWNER OR CONTRACTOR/QUALIFIER STATE OF FLORIDA, COUNTY OF ACKNOWLEDGED BEFORE ME THIS ZS-V— DAY OF �, 20 IZ BY, �� L • () yb -i '' WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED AS IDENTIFICATION. !� '�SIGNATURE OF NOTARY TITLE: NOTARY PUBLIC Y-4406_1rw A - TYPE OR PRINT NAME OF NOTP COMMISSION NUMBER ' ; v<aA ^ KENNETH R. KING t tir. MOMMISSION#0803187 -W EXPIRES: November 3, 2012 %fi qf,I Qe Bonded Thru Notary Public Underwriters NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENT: TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. SLCPDSD Revised 4/10/2012 JC JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3709957 OR BOOw '395 PAGE 1597, Recorded 06/04/2012 - ,19:47 AM Gut s rsIt em CL um rtum mRNHBI Corp. 3001 SE Gran Park Way Stuart FL 34997 772-287.6476 PERMIT NUMBER: NOTICE OF COMMENCEMENT The u» dersiyned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice orcommencement. 3321- 10H - d0 1 b- ppO-C� 1. DESCRIPTION OF PROPERTI' (legal description of the property k street Address, iravoilable) TAX POLIO NO.: SUBDIVISION OT60104aW 00IA4-..-.-- I' a 3 ' e.rt * 00 A-r GA' V ; \ L a-r- IS' 2. GENERAL OESCRIITION OF Ib1PROVEbtENr: I 1. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT. Gow-&. gwp, TOr�St..s (�;...4 to p51- Imo- 3Af98Fo R Innren in proper. - tJ l A c. Name ama kw or fee simple lhteholder (ifdiRerere lion 0"" lined Above): N,A 1 e, a.CON1'RACTOR'SNAMEs Gmwxt,en A A.,,, S6,A-t a .- Canuana's.6dmts:300l -gE L.yn 4P rvr, L.a.fawf 5}t,,,s,..) FL b,Phonenumb": -7-J2- Z97- fo-fTlo 7 34997 S. SURETI'(lfsppllaahla,acopy ofl1he p+Ymem hob lu haeMJ): n.' A. Nnard.ddeas: _ " \ A b. Phan.number: c. An—arked: S 6. o. LENDER'SNAME.- 1J \{\ Lande'c.dNear, b. Phone number: 7. Persons within the State of Florida designated by Owner upon wham llolices or other documents may be served as provided by Sec tion 713.13 (1) (a) 7., Florida Statutes: L Nam ... d adk.u: N\A b.Plona arnbenerdatwudpe—r- NIA E. a. In addition to himself or herself. Owns designates _ N A of to receive a copy of the Licoor's Notice as provided in Section 713. 13 (1) (b), Florida Slotules. b. Phone awmbnorp,,.n or Artily designated by 0wur:- "1% 9. Expiration date of notice of commencement (the expiration date may not be before the completion of construction and final payment to the contractor, but will be I year from the date of recording unless a difrerent date is specified): , 20_ Under penalty ofperjury, I declare that I hove read the foregoing notice of commencement and the, the facts sated therein ere true to the best army knowledge and belief. X l� car~ x_��rv�r4, a �>Y�l (bignallure 010wneror f.Assee, orOwner's or Lessee's Authorized Orpeer/Dimclor/Pariner/Monager) )Print Name and Provide Signatory's Title/Oface) Stateof T1La/IL;a A County of % l,_..e.:E The foregoing Instrument was acknawledgcd heroic me this, 1� day of�� 2p (Z. . by C �Pt -A G1..r_� sJ4.rt for (name of person) , as e�4f (type of aulhalty,,.,e.g. officer, trustee, attorney in fact) (name of party on behalf of whom instrtutient was executed) Personally 1(naam � or Produced Identification_ Type of Identification Produced L- - e KENNETH R. KING t MY COMMISSION # DD 603187 (Signature of Nalory Public) 0..r I Y•(d tidinsEXPIRES: November 3, 2012 (Print, Type, W Stamp Commissioned Nome o otary Public) '%a q� ^M•' 8mdan.,, Notary PAI: Undemrilers STATE Of FLORIDA ST. LUCIE COUNTY THIS IS TO CERTIFY THAT THI S IS A TRUE AND CORRECT COPY OFTHE ORIGINAL. . JOSEPH S ITH, ERK Y. _ pate: (a- Lf` al) Property Appraiser - St.Lucie C-luity, FL Page 1 of 1 Cynthia Gonce Record: 1 of 1 Property Identification Site Address: 8618 Tompson Point Rd Sec/Town/Range: 27:36S:39E Map ID: 33/33N Zoning: PUD PROPERTY RECORD CARD <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print WCIE�OG�f ParcellD: 3327-704-0016-000-9 Account #: 154136 Land Use: SF Res Q� City/Cnty: A St;Luc ie Countya, Ownership and Mailing Legal Description Owner: Cynthia Gonce Jerry Gonce TOMPSON POINT PUD AT PGA VILLAGE (PB 43-10) LOT 15 (OR Address: 8618 Tompson Point Rd 3331-735) Port St Lucie L 34986 Sales Information Assessment 2011 Final Total Land and Building Date Price Code Deed Book/Page 2011 Final: 334200 Land Value: 70000 Acres: 0.23 9/28/2011 380000 0001 WD 3331 / 0735 Assessed: 334200 Building Value: 264200 5/17/2010 350000 0001 WD 3199 / 1425 Ag.Credit: 0 Finished Area: 2669 SgFt 5/31/2005 498100 00 SP 2267 / 0222 Exempt: 2/15/1999 1600000 01 WD 1205 / 0853 Taxable: Taxes: 6799.52 BUILDING INFORMATION Exterior Features View: - RoofCover: CT - Conc Tile RoofStruct: HP - Hip ExtType: HA- - HA- YearBlt: 2005 Frame: - Grade: A- - A- EffYrBlt: 2005 PrimeWall: BS - CB Stucco StoryHght: 0010 - 1 Story No.Units: 1 SecWall: - Interior Features BedRooms: 3 Electric: MX - MAXIMUM PrmintWall: DW - Drywall FullBath: 3 HeatType: FHA - FrcdHotAir AvgHt/FI: 1/213ath: 0 HeatFuel: ELEC - Electric Prm.Flors: CT - Tile -Ceramic %A/C: 100 %Heated: 100 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBlt. No. Land Use Type Measure Depth DWBP - Drive-BrkPav Y 1 765 AV AV 2005 1 0100-SF Res N -Unit 1 SWAV - RES POOL AVG Y 1 574 AV AV 2005 PA01 - POOL DK-AVG Y 1 923 AV AV 2005 PHTR - POOL HEATER Y 1 1 AV AV 2005 ENC2 - POOL ENC-AVG Y 1 1497 AV AV 2005 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED http://www.paslc.org/pasle/Prc.asp?prclid=332770400160009 5/26/2012 PROPOSAL - Page No. of Pages ALUMINUM & SHUTTER CORP Since 1979 Phone: (800) 244.4143 Residential/Commercial Fax: (772) 287®9740. 3001 S.E. Gran Park Way World Wide www.gulfshutters.com Stuart, Florida 34997 License # CRC058017 Proposal Submitted to Phone Date Street /p p� �Cgity State Zip Code III 16Mpn DO NOT SIGN THIN CONTRACT UNTIL YOU READ ALL CONDITIONS OF THE AGREEMENT. We hereby submit specifications and estimates for: � ffi e ow -'--�, 6 - mi A x!a ALL bL,-> 4e-r, 5 5L � �.� ,�l...t_.A`4h ,eln i t`j::) TOTAL DEPOSIT BALANCE ON COMPLETION , . ONE YEAR WARRANTY MATERIAL AND LABOR I I 0 if.is' understood that there are no verbal agreements and all items discussed are covered by this written contract. This is a proposal until signed by an officer of the corporation at which time it becomes an.exec uted`contract. Acceptance by owner must be:within 30 days of proposal date. Buyer may cancel this contract within 3 days after signing. No changes in measurements will be allowed'except at prices mutually' agreed upon, at the time these changes are made. Any physical or verbal changes after signing must be approved in writing by both parties. All agreements are ''contingent upon strikes, lockouts, accidents, acts of God, weather, fire, carrier delays, delay, or failure to receive raw material deliveries, or by other causes, whether of like or different nature beyond 'ou'F66ri rol. Owner to' carry fire, tomido'and'oth6r necessary insurance: Ourworkers are fully covered by Workman's Compensation Insurance. All material is property of Gulfstream until final ;payment and can be removed if not paid: , Electr�c� Buyeragreesthat any necessary electrical, connections will be made at the closest source of power. Any changes or variations will bean additional charge. *Iet.est= Bweragreestopay 11/z%permonihinteirestonanyunpaidbalances. Costs otCollection -Buyer agrees to be responsible for seller's attorney's fees (both trial and appeal) and all other costs of collection in the event full payment as outlined herein is not made within '10 days of completion of the workoutlined herein. Acceplance o/Proposal - The above prices, specifications and conditions are satisfactory and hereby accepted. You are authorized to do the work as specified. Cancellation Fee 50% of contract. Payment will be made.as outlined above. SIGNATURE f SIGNATURE I� DATE OF ACCEPTANCE. " C. e l) AGENT 11061 1 6 3001 S.E. Gran Park Way, Stuart, Florida 34997. (772) 287.64761 • (800) 244.4143 FAX (772) 287 e 9740 E-Mail: jobrien@gulfshutters.com www.gulfshutters.com Lic. #MC00231, SL 1211, PB# U-17051, CRC58017 .Since 1979 C LAYOUT SHEET Page ) of 8 Key Storm Panels - SP Rollups - RU Accordions -& Windows/Doors - WD Bahamas - BA Retractable Awnings - RA Colonials - CO Ultra Lattice - UL Special Instructions: 6;-C tt'ar ZjV n\�j -A- llvo S,)A'�'f cky N` tiLJ n.:ir x AW- Vc'rxu 02--iN0' AZT �� +i � �a�� � p �- P316 Signature. ; `dz Date Salesperson ulfsFream Aluminum and Shutter Corp Floridd Building'C'od.e. Online ..' Page j of 3 , } �� .y, ! �" P �. � �•1,�,.' dm�t'w7� Y ] � ' 3ii ' °,� � i i 5 "iS'� . ��s7i{`�� 1?�rrftslili BCIS Hgme t Log. In' user, Registration Hof Tapics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Slte Map Links Search 1, I r t ._LJ��II.IJ``, t a ,• c ce '+ A dT Product Approval': Professib al USER Public User Product Auoroval Menu Product or Aoolicatiori Search >Appll[atlon List >Application'Detail FL #`.. FL389 R5 ; ` 'Application Type '. Revisio� Code Version. 2010 - 59. Application Status pproved :.. 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 Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report ; Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Vaiidated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Bill Feeley Irodriguez@easternmetal.com Shutters rd(on. Aceo '' a Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer dk Evaluation Report - Hardcopy Received Walter A.. Tlllit, Jr. P.E. PE-44167 National Accreditation and Management Institute 12/31/2013 JVIIII Ha11Iy Karr. lPrllarin Jr. Validation Checklist - Hardcopy Received FL389 R5 COI ASSA certification of independence drwa 11- 192. pdf Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201, 202, 203 1994 Florida Licensed Professional Engineer or Architect FL389 R5 Equiv EQUIVALENT LETTER_ ORIGINAL.pdf htto-//www.floridabuildine.ora/nr/nr ann dtl.asnx?uaram=wGEVXOwtDcivYYHH2vJvx53... 4/5/2012 -------- .._._.._.,_..._.___......_.._..__­._._..... _.... ..... _..... _............... ... __.. _-.-. _ Summary of Products'-- L> FL # Model. Number or Name '. - _, Description` - 389.1- .-', . ,• Bertha HV Accordion Shutter,:, Extruded aluminum interlocking blades "retained by tracks_ Blade 3 - (Non-HVHZ) ,- Drwg '. (top and bottom) for storm protection i Limits of Use •: Apprive d ftr e i . Y-IIA`�. n�lp YYr 2 uoc i •', ,Approved for use outside HVHZ: Yes, . , Installation Instructions „ J.... 1 LJu7 R_) 11 drwcj 11-17V ASSA.pdf " 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'-0" FL389 R5 •AE product evaluation drwq 11-190.Ddf i Created by Independent Third Party: Yes for 40 p.s.f. ASD negative load the HV3 blade w/o window blade, 5'-6" for 110 p.s.f ASD load for HV3 blade w/owindow blade and 9'-6" for 62 p.s.f for HV3 blade w/ window blade working in unison and 84" for 72 p.s.f. ASD load for HV3 blade w/o window blade installed into metal studs. See sheet number 5 of installation drawings for other spans and pressures. Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks r77_1Drwg Blade 1 Only- (Non-HVHZ)- (top and bottom) for storm protection 11-192 Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R5 11 ASSA drwa 11-192.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 is 16'-0" FL389 R5 AE ASSA ProductevaluationreDortdrwaII192.Ddf for 30 p.s.f negative ASD load depending on Created by Independent Third Party: Yes centermates and locking rod configuration for the HVS blade, 8'-0" for +64, -72 p.s.f. load for HV blade for Keystone mountings 7'-0" for +75, -75 p.s.f. for metals stud mountings and 8'-0" for 110 p.s.f, for HV1 and HV1A working in unison. See sheets 7, 11 . and 20 respectively of installation drawings for other spans and pressures. " i 389.3. Accordion Shutter-_ Extruded aluminum interlocking blades retained by tracks EBertha Non-HVHZ)- Drwg. . (top and bottom) for storm protection Limits of Use . _ Installation Instructions i Approved for use in HVHZ: No FL389 R5 II ASSA DRWG 11-194.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. Max. 16'-0" span at 30 p.s.f . FL389 R5 AE ASSA Product evaluation report drwq 11- 194. df j ASD load for Blade 1 and 18'-0" for Blade 2. See. schedules on sheet 12, 25 and 28 respectively Created by Independent Third Party: Yes Bach Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, e-mail 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 mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions regarding DBPR's ADA web httn-//www flnrirlahrtilrlino nror/nr/nr ann ritl acn-y9narnm=wCTRVYOutf)nx7VVT4N7vT-%7vrsI d/S/')f111 - l,++t,•//xxrnxnxr flnrirlahiiilrlina nrov/nr/nr ann rltl asnx?ncram=wCTF.VXOwtDavYYHH2vJvx53... 4/5/2012 - GENERAL N01:a '1. BERTHA H.Y. ACCORDION 'SNIG;ER SYSTEM SHOWN. ON THIS PRODUCT EVALUATION DOCLIMERT �:P•E.O.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2010 EDITION OF THE FLORIDA BUILDING,CODE.E THIS ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. ' • RESIGN WIND LOADS, SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOkE-MENTIONED CODE, FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS _ BE INSTAL LED •WITH'A DIRECTIONALITY FACTOR-Kd-0.69, USING ASCE 7-10FOR INSTALLATIONS UNDER 2010 FBC AND SHALL NOT EXCEED THE MMUUM (A.S.D.) - DESIGN PRESSURE RATINGS INDICATED ON SHEETS 12 THRU 17., 25; 26.' 28 & 211%. IN -ORDER -TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS OETERMJNED PER ASCE 7-10 SHALL BE FIRST REEDUCm TO A.S.D. DESIGN WIND LOADS AREA J: W BLADES M AAIAE _ BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAIL (A.SD) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 12 TARSI 17, 25. 26, 26 & 2SA. - - - GENERAL NOTES - SHEET 1 IN ORDER TO VERIFY THAT ANCHORS ON THIS P.F.O., AS TESTED. WERE NOi OVERSTIRESSED. A 33 %INCREASE IN ALLOWABLE.IDADS FOR WIND LOADS WAS N0I USED IN THEIR ANALYSIS. BERTHA SY ;TEEM COMPONENTS 1-20 SHEET 2 . .H.V.. ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD H,S BEEN VERIFIED IN ACCORDANCE WITH SECTION 1620 OF THE ABOVE MENTIONED CODE AS PER ATL SYSTEM COMPONENTS 21-37 SHEET 3 . REPORTS: _ . • .: - - .- _ - -HV BLADE l@00214.01-03.'E0716.01-03, 11004.01-05. 11214.01-05, 80317.02-06, IGE09.01-10 AND #0210.01-11 AS PER TAS 201. TAS 202 AND TAS 203 PROTOCOLS. TYPICAL SHUTTER ASSEMBLY 38-43 SHEET 4 - tiV WINDOW [OAOE ® 9050501-OB AS TAS 201, 202 & 203,PROT000LS AND 0725,01-Ce AS PER TAS 202 PROTOCOL _�Ee 2 W SLADE n AND HV WINDOW BLADE LW HERE APPLIGBLEI • HV BLADE 2O#O422Di-0 AS PER TAS 201, TAS 202 AND TAS 2O3 PROTOCOLS • - - .. hV-SLk6E&ND'ifV'"E@AAE ,ENGINEERED TO WORK IN UNISON WITH EACH OTHER IN AREAS WHERE THE DESCH PRESSURES TRANSITION FROM ENO ZONE 5 TO INTERIOR ZONE 4. EACH TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION -DETAILS A-E, CONCRETE/BLDCK SHEET 6 ! _iWND, ZONE MUST BE CLEARLY IOCNINFIED IN ACCORDANCE WITH CHAPTER 30, OF ASCE 7-10 STANDARD. ALL MOUNTING CONDITIONS AND FASTENER TYPES SCHEDULES MUST BE APPLIED TO THE - CORRESPONDING WIND ZONE. THIS SHALL INCLUDE REQUIREMENTS FOR MIN. SEPARATION TO GLASS, DELIMITATION OF WINO 20NES 4 AND 5 AS WELL AS VAUDTY OF COMPONENTS FOR HV BLADE 1 INSTALLATION DETAILS F-L. CONCRETE/BLOCK SHEET 7 .' & 2 ACCORDION SHUTTERS SYSTEMS FOR EITHER WIND ZONE SKILL BE PREPARED AND CERTIFIED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT BASED ON BUILDNO CONFIGURATION AND CEQTERMATE DETAILS HV SHEET 8 ASCE 7-10 STANDARD. AND BE SUBMITTED TO THE BUILDING OFFICIAL AT THE TIME PERMIT IS APPLIED FOR. CENTERMATE ALTERNATING DETAILS HV SHEET 9 -SHALL HV BLADE tOAND AV""DOW BLADE ® ARE ENGINEFAm TO WORK IN UNISON I M EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 28. CE'TTERMATE DETAILS HD SHEET 10 END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 11 3. BERTHA USER AT BLADES KNUCKLE AND FOR DIRECT MCUNi CONNECTION TO TRACKS SHALL BE Y 14X2.75 AND / 14X1.75 RESPECTIVELY, 410-HT MINIMUM ' MAtiMUM SPAN TABLES SHEET 12 SERIE SMINLESS STEEL SCREWS WITH 1350 k.1 HELD STRENOM AND 180 Lai TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST, BEAR THE HV MARKING ON THEIR HEAD. ANHHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 . 4: ALL ALUL.9NUM,EXTRUSIOkS SWILL BE�ALUUNUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD Sff£NGM FOR W63-TS ALLOY IS 31.7 kal AND 35.7 bt AN':HOR SCHEDULE- CONCRETE &BLOCK SHEET 14 FOR 6005-TS ALLOY.. - AN:HOR SCHEDULE- CONCRETE &BLOCK SHEET 15 • 5: ALL SCREWS TD SE -STAINLESS SIM �'304, OR 318 ASI SERIES OR CORROSION RESISTANT CCATE_I CARBON STEEL AS PER DIN 50018 WITH 50 keI MIN. -YIELD STRENGTH AND 90 kcl MIN. TENSILE SCHEDULE- WOOD SHEET 18OAR SCHEDULE- WOOD SHEET, 17 ANOR BTRDNCTH, & sHau coMPlx w/ FLORIDA-BUILDING CODE sEenoN 2411.3a.4. ,304 INSTALLATION METALS M-R, WOOD StIEET"18 ' 6: 13OLTS_TO BE ASTM A-367 GALVANIZED STEEL: OR AISI FOR 316 SERIES STAINLESS Sim: WITH 35 k+i MINIMUM YIELD STRENGTH. INSTALLATION DETAILS S-X, WOOD SHEET 19. 7. SEE THE FOLIDWING SH S FAR A`LCHOR SPECIFICATIONS' HV ELATE 1 .'13,141S 1817 do 28A - = - - . -. ENO CONNECTION -DETAILS- 7-12 X. W000 SHEET 20' 6 1•-, - ... - HY BLADE 26' 'HV - - - _ 6LADE�3 &.®.-WO'MNO IN UNISON. $3, 14.& I6 AREA 3: HV BLeTJE ®ONLY B. THIS BFRTIA HV. ACCORDION SHUTTER SYSTEM .BEARS A U.S. j6'779.582. COMPONENTS. OF THIS APPROVAL ARE COVERED, IN -WHOLE OR IN PART BY U:S. PATENT J5'458,179 ISSUED TO TY-ICAL SHUTTER ELEVATION & NOTES. ON LOCKS SHEET 21 'PATENT EASTERN METAL SUPPLY. INC, .. - - - R.ITALLATIOW DETAILS AA-GG, CONCRETE SHEET 22 9. IT SHALL BE THEE-RI3PONSIBILfIY OF ME CONTRACTOR TO VERIFY THE,SOUNONESS'OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHE] TO INSURE PROPER ANCHORAGE. CONTRACTOR TO - CENTERMATE DETAILS HD SHEET 23 SEAL/CAILK ALL SHUTTER CowaNENT mGEs WHICH REMAIN, THRU FASTENING IN CONTNUOJS CONTACT WITH THE BUILDING TO PREVENT WAND/RAIN INTRUSION. ENS CONNECTION DETAILS 1-6 & %, CONCRETE/BLOCK SHEET 24 - -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 MIJ(INUM SPAN TABLES SHEET 25 _ HV AND HD-CENTERMATES AND ENGAGE OR LOCK ALL HV AND HO LOCKS. - ANCHOR SCHEDULE, CONCRETE SHEET 26 I. SHUTTER ` MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE' LOCATION AT =RTON SHUTTER IN ACCORDANCE WITH SECTION 1715.8.3 OF FLORIDA BUILDING CODE. ONE LABEL - - - SHALL BE PLACED FOR. EVERY OPENING. LABFIING TO COMPLY WITH SECTION 1715.8.2 OF THE FLORIDA BUILDING CODE. - AREA 4• HV WINDOW 19LADE S ONLY ' 12,' BERTHA' H.V. ACCORDION SHUTTER SYSTims INSTALLATION SHALL COMPLY WITH SPECS INDIC\TED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION • WHERE PERMIT IS-APPL®.TO. - TOPICAL WINDOW BLADE & WINDOW DETAIL SHEET 27 11 (a) THIS'P.ED..PREPARED 6 THIS ENGINEER_ IS. GENERIC AND. DOES NOT PROVIDE NFORNATION-FOR A SITE SPECIFIC PROJECT; I.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. TY-ICAL SHUTTER ELEVATION SHEET 26 (b) CONTRACTOR TO, ERE RESPONSIBLE'FOR THE SELECTION. 'PURCHASE AND INSTALLATION INGLUDING LIFE SAFETY OF THIS PRODUCT, eASEO ON THIS P.E.D., PROVIDED HE/SHE DOES NOT DEVIATE AREA 5; W WINDOW BLADE ntl ONLY i - FROM THE, CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE I9 THE CONTRACTOR'S RESPONSIewy. SHEET 28A w THIS P.E.D. WALL E CONSIDERED INVALID IF. ALTERED BY• ANY MEANS. INSTALLATION DEFIALS. METAL STUD WALLS - . (d) SITE SPECIFIC_ PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (F.O.RJ FOR THE PROJECT AND WHO WILL - BE RESPONSIBLE FOR THE PROPER USE ,OF THE P.E.D. ENGINEER OF RECORD. ACTING AS A DELEGATENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC ED ' DRAWFOR RENEW:_ • .. - INGS ,SIGNATURE (e) MIS P.E.D. SHALL -BEAR_THE DATE AND ORIGINAL SM:,AND OF THE PROFESSONAL,EHGINEER OF RECORD THAT PREPARED IT. fLOIiIDA BUILDING CODE. Hon High Velocit • Hurricane Zone LRRp. rIL ' 0 /TJ9 0 2011' EASTERN METAL SUPPLY, INC, BERTHA HVT- P � IL EC O A■S■S■fik■ Accordion Shutter System ti liN.. H.Y. BLADE it W OR VI/0 H.Y. WINDOW BLADE & H.Y. BLADE N. N DESCR PITON DRAWN BY: M.C,V. A.G el2P ' AmoFldan Shutter Sysisms * a OF •� . TILLIT TESTING ,& ENGINEERING COMPANY 6355 NW. 3EeL SL, Ste. 309, WRONIA MROO+S Etma,nA 331<b Aeaoatallon, Inc. , 0L0 OB-152 12/O2/11 ! T'E: 12 02/11 2 pRA,NO No TA'(� Q Ph"* : (305)871-1530 . F r : (305)871-1531 42fi8 Westroads Drive .ALD O ```��{4,`' ••TL\ m®Laa6emi9'com West Palm Beach, FL 334p7 11-194 %N S' •• •• 111 WALTER A. TOLT Jr, P.E. ue. / 4416E SHEET a P.E. 5�.j�Ar�yyN�}R��DATE+Ia . - r. TOO;Moor MAM CS • 4. 57 4.657 i - �1 HV SOLD I� 02 HV BLADE. ' COVERED t1N0ER OS PATENT `5458179 - to UNDER US PATENT # W8179 . HV WINDOW B sDE*. " 6005-TS ALLOY AND TEMPER -SEE LIMITATIONS OF'11 lb SE.OF;BLADE ®ON SHEET 28 6063 T6 ALLOY AND TEMPER 2 6 ,5, , _ < O oa72 I 226_ o.0 2 17HV ADJ. ADAPTER W/LIP QUALEFIED-FORR-USoV/ HVJ �:IV" AD 1 4FlOR ' iR11GIC BLADE 6D63-T6"ALLOY AND TEMPER Q Alf URED F0& USE W/ HV, - BLADE & p 60fi3-T6.ALL0Y AND TEMPER p `.OfiO- - O60' - - _ 1L 11 Hv- '1'+N _' ADZE 0 IFIED FOR USE W/ HV BLADEM'ONLY; SEE SECTIONS FOR' VALIDIII 6063-Tli ALLOY. AND,TEMPER r. x MN •Y MIN. t 1: o5z Ig 7 1�6'51DEiNGL�S -ALUMINUM QUALIFIED FOR USE W/ Hy -,QUALIFIED FOR USE W/ HV o o •� I .365" 4 999" OHV UNIVERSAL FLOATER QUALIFIED FOR USE W/ HV BLADED&@ 6005-T5 ALLOY AND TEMPER N g 8 5' .092" 4.43". ' ®HV WALK —OVER TRACK QUALIFIED FOUS&W/ HV BLADE 1 & 2 6063-T6 ALLO AND TEMPER 9 093" 970 • A, 529'. 13 ND GEILINO HEADFwILL QUALIFIED FOR USE W/ HV BLADE 1O SEE SECTIONS FOR VALIDITY. 6063-76 ALLOY AND TEMPER COMPONENT A B Ti T? GLADE UALIq EC ' 17 2' 5' MAX. 1/8' 1/8' ' HV 10 18 2' 5' MAX. U.192' 0.192" FIVO 25 7' MAX. 0.190' 0.190' W BLADED,& © BLADE (SEE SCHEDULE) 4663=T6 ALLOY :AND TEMPER " 6063-T6 ALLOY AND TEMPER t'1;11 Li1A r". "Q \,ENSF ,A. a ` STATE OF - '0 R1 •._ 9/0 �.. 4� tt11 P.E S`Jt XIQHA1§JrRE/DP TILLIT TESTING & ENGINEERING COMPANY 55 N.W. 36t5. Sy R4. 305. YV10.9A W2019, nCWDA 33185 Peen. ; (305)871-15W . F..: (305)871-1531 e-m.5: t2tem04ol.eem ®-0006719 1ULTER A. DLL1T Jr. P.E. FLOR10.4 Ue. 0 44167 ®HV DIRECT MOUNT _ QUAUFlED FOR USE VI/ HV BLADE 01 & Q 6063-76 ALLOY AND E:MPER 2.670" .994" 842 � o 12 .920 �9 HV TRENCH TtIALCK QUALIFIED FOR USE W/ HV BLADE (D & (g) CNLY. 6063-TG ALLOY AND TEMPER VARIES 1.936, e.. In 1 .12 ' 'a •0 � l£3: el (4 HD WALL FILADE RILL QUALIFIED FOR USC- W HV BLADE p1 ONLY. 6063-T6 ALLOY AND 1.EMPER x Y t' 2' 2' 1L125' 3' 3' oso' CORNERPOSTS UALIFIED FO USE W/ W BLADE I & 20 6063-TS ALLOY AND TEMPER FLORIDA BU Atn�rican Shutter Systoms Association. Inc. 4268 Westroods Driva West Palm Beach, FL 3.M7 . .200' , gM1 O HV 90' f 18 •STARTER QUALIFIED (WR USE W/ HV BLADE 1 & M 6063-76 ALLOY AID TEMPER 10 HV RAINGUARD QUALIFIED FOR _IJSE W/ HV BLADE 1 & 2. 6063-T6 ALLOY AND TEMPER 140' p 6]a • fQgO. 3.581 tU5 SHD CEICINQ HEADER f SILL QUALIFIED FOR USE W/ HV SLADE 1)&(I 6063-T6 ALLOY AND TEMPER 40- CODE (Yon High Velocity Hurricane Zor 02011 EASTERN METAL SUPPLY. INC. BERTHA HVTM Accordion Shutter System RUDE 1 W OR W/O H.V. WINDOW BADE & H.V. BLAU N. OESCRIPPON I CAT[ I DRAWN Sri M.C,V. , o1010-152 12/03/11 CATE.- 12/02/1 DRAWING No 1'I-194 1.325 4- A) 7Tv 7X: R ttL*/, QUALIFIED, kV-13tIDE­&i-(g ONLY �ft'HV FLOAT114G CENTTAa .606i-'T6' ALLOY.ANO TEMPER QUAtMED FOR USE W/ HV BLADE I & ONLY 6 3 0,6 -.T6 ALL9Y.ANO TEMPER. 2 71 . . ­ -4 PLAN ELEVATION: "r QCK Q LOCKER R" MCIENTERMATE QUALIFIED FOR USE /KV BLADE Q)ONLY �Zff W .0UAUFIED FOP :USEV/;W, SLADE (DONLY, 6063-T6 ALLOY AN. TEMPERLAD 6063-T6 ALLOY AND. TEMPER F— .214" 9'-HD S&URMATE W/ LOCKING RO us�,w -w-BLAD 1 1 QUALIFIED FOR USE QA) &2 OUALinED FOR W/ HV BLADE(j). '60GS-ZT6 .ALLOYTEMPER '6663-T6- A-L'.L'OY AND TEMPER YAIaES 12 MIN. 1/4' 0-20. S_% c rAL THumEs( 1.13a" 7A MA E MOET" LOCKING NIQ Q. FIED -FOR'- USE kV 8L , A 375"d Uk 6 le"o-16 AcErAL . 606*tr' 'Y AND TEMPER 5 INSTALLATION_ rQURE A7 16'"'HOLE' 3W MOM ILLED ATJRACWS-FOR PROPER,EMBEDMENT, - QUALIFIED FOR, AZrAV0.kp_ BLADE 0 It f\. ;It i-r— TATE 1.: 04A P E S sl QUALIFIED FOR USE W/ MY BLADE (j)ONLY 61363-T6 ALLOY AND TEMPER VALIFIED FOR �UUSE�LAVE 1 p 6063-[6 ALLOY TEMPER 11A*o TILLIT TESTING' & ENGINEERING COMPANY 1(4 %% 63-5 N.W. Wtt,. St.. St4. DOS. VIRGtilk GROINS, FLORMA, Mt Ph".: (305)871-1530 . FO. : (305)871-1531 .-M.*d: ut..O.W.-M EB-0008?tg WALTER A. IILLn Jr. P.E. RRE/DATE FLORIDA U. 1 44167 DIE CAST KOUBIM ENAMM to VXED PANTED TURN rh KNOIL &RAmSS CYNOER (SCAHMROCEYLPOLATW a (atpmNE MO) PLATO "HIV LOCK HV EGRESS LOCK 75' FIED-FOR-USE-W/ HV QUALIFIED FOR USE W1 HV BLADE (D& 0 ONLY. BLADE (1) & (0 ONLY. -250" O.D. PLASTIC HEAD 32L:- - MOLDED M-P. - rr SCREW AFTER RIVETING = BEFORE RIVETING —1 4.! —20—x-3/4"-- 14�7 18umBaggix if AnO-20- RIVNUTO in SERIES 9444 ALUWNUM (2024-T3 ALLOY) LMOE PLANGE THN SKEET HUTSERT, PART j Gala, AS U"FArTURM BY A4EL CHERRY TWORII, PAR%PPEff, NEW JERSEY 0704 OR EQUAL Hy "T" Lo K - HV ALTERNATIVE LACK 40. QUAUFIEO FOR USE QUALIF.Ha�O E& USE W/ HV W/HV BLADE (DCNLY. ONLY. AVil- a THUMSTURN CYLINDER OR KEY CYLINDER O.B78* Win. .126' No.. *THUMSTURN I CYUNOER I OR REY 5 Min CYUNDER .. m .4.7 mm HE) LOCK 13Y REGENT HARDWARE MORTISE LOOKS SERIES 2333 KOOK SOLT LOOK. 1. 0UALIFiED FOR USE W/ HV BLADE 0. @ &(g) ' & 0., A.S.S.Am American Shuttir *slams Assoclation. Inc. 4268 Westroods Drivut West Palm Beach, FL 33407 Ii EASTERN METAL SUPPLY, DRAWING No 11-194 SHUTTERASSEMBLY SCHEDULE FOR HV:tM. L-,HV, A•" AND HV (Z BLADES .:•t0' '•HV:BLAOE.9.• :. ' �> HV BLADE 1A 22 HV:BLADE'2 ® HY LONG=RECESSED NYLON BUSHING. 39 : • HV?SkRT -.R C' ES§'ED NYLON BUSHING 40 HV,,NYLON`:HAT. WASHER. ' .,® ` . 1 HV' WHEEL ,CARRIAGE AISI 302•--303; ' SERIES. , 0- 870 x3/16 THICK NYLON WHEEL, 0.188 AISI 302 _SERIES S.S RIVETS HV. 1 3/4";-ACCORDION,`PIN, W/ #8. HEAD - „43r HV ,2 3%4" ACCORDION PIN, W/. #8 "HEAD POLYCARBONATE IMPACT RESISTANT.HV -WINDOW (SEE SHEET ,27) . r i (1) NVuP1N ®SHALL ALWAYS BE• USED AT ALL EXTERIOR - BOTTOM KNUCKLES ;OFHY ACCORDION SYSTEM W/ HV 10 OR • HV--( BLADE - - - _ .(2) HV PIN ®:"MAY BE- USED IN LIEU OF ® AND ONLY AT = ` 'EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION 5YSIFM W/ HVO2 .. .BLADE '1MEN CORRESFONDINO TO INSTALLATIONS 'CC•' AND DD", - • "SHEET "" - -- •' 22; (3)HV .PIN ®OR'®,W/,1/2' 0 D 1/16° THICK S.S. WASHEi.' - •'` . SHALL BE USED FOR DIRECT MOUNT INSTALLATION, PER DETAIL X:.--• . -sHEETs. it ae 2a_, a — Wia 5 J �. STATE OF - F �••' \t''c t1 1 s"TONAL EN�,',II' . SE%�C'/�t(Gt�IATURE/D, 1 EXTERIOR TYPAL SHUTTER 'eSSEl1/@LY' SCALE: 3/8" 0 1" 90,324" •�=1r WHEEI. GAR1jIAGE DETAIL ° N:T.S. IL" t C lOINc. �I TILUT TESTING; Ai ENGINEERING COMPANY 55 KN. J6M. S4. S1 3 . MGM 6Waem ROWM 33166 Ph— : (305)871-ISM . Faa : (305)871-1531 E e-maal.eem B-CON7008719 ' SALTER A T6JIT Jr. PS "RIDA U. J 44167 A.S.S.A. Amerlcoe' Shutter Sysisins Assoclatlohe Inc. 4268 WestroaL Drive: West Palm Beach, FL 33407 EXTERIOR HY PIN ® OR ® AT EXTERIOR BLADE'S KNUCKLE. (SEE NOTE 4 FOR REQUIREMENTS) 2011 EASTERN METAL Accordion Shutter System DRAWING No 11-194 ®a Q a Y 7 OR -NYC NvL - j `j ' t SEE I CONNECTON 1 i DETAILS ON D4V— +NOTES ON HV LOCKS Awn CENTERMATES; 7. MWOATORY fY1N0I110N :1. ONE HV LOCK (a al 0 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ABOVE OR BE}�OW (g2 OF SHUTTER SPAN R SPANS UP TO 105", AND FOR INST TIONS T ANY ELEVATION. Hy LOCK {'� or MAY BE USED AS I,N INSIDE OR OUTSIDE LOCK, ATTACHED TO 1 OR Q3 CENTERMATES W/(2) 1/4-0-20 x'1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON t TYPICAL SHUTTER ELEVATION. - - LOCKS OR IFDESIRED, USEDASASEOR AN WS CE OR OUTSIDE LOCK. CONNECTIONCE OR FOR OF LOCKS TO CENTERMATEUP TO TWO S OR ® SHALL BE AS INDICATED ON NOTE (1) ABOVE LOCA7l110N OF LOCKS SHALL. BE AS INDICATED ON TYPICAL SHUTTER ELEVATION, gig j OF CORNER CENTERMATE • LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY E USED IF O SIRED TO ENH E SHUTTER PEHFO MANGE. LOCKING RODS d OR AN ALTERNATIVE OEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). ' 4.LG!?tiG1nD!! C SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND�INSTALLATIONS AT AN EL NATION. HV LOCK (r2 or 13 SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO QS CORNER CENTERMATE W/(2) 1/4'0-20 x 1/2' LONG FLAT HEAD S,S. M.S. TWO LOCKING RODS AT TOP & BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN 'SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. - INSTALLATIONS AT ANY ELEVATION. ALTERNATE LOCK ® MAY BE USED AS AN`INSIDrOR OUTSIDE LOCK. ATTACHMENT OF 1/4'0-200/4' S.S. THUMBSCREW TO ® OR ( CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4' ALUM, RIVNUT AS SHOWN ON SECTION HVE, SHEET 8. ONL LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. . *NOTES ON' NY "T" LOCKS AND-C'ENTERMATES: 1. SECOND ALTE7aJ,l7>: 70 LLYn1TOriV CdJ1fI}ION �. �_ ONE ALTERNATE ITV 'i.' LOCK MAT BEINSTALIED IN- UEU OF HV LOCKS OR FOR ANY SPAN AND INSTALLATION AT ANY ELEVATON, PLINATE LOCK 11� AY BE USED AS-A.N INSIDE... R OU IDE�LOCK. ATTACHMENT OF LOCK ®INCLUDES USING RQNFORGNQ LOCIfEr' , -AS-SHOWN AN SECTION HVG, SHEET B, WHICH MUST BE CONNEctED TO CENiERMATEs ®'AND W/ 0-20 x 1 1/2" LONG S.S. THREADED BOLT W/ 1/80 x 3/32' WINGNIIT OR W/ 1/4'0-20x1' S.S.M.S. INTO A 1/i'0x 5/8' RNNUT, LOCK MAY BE INSTALLED AT MIDSPAN OR 12" MAXIMUN AB AND BELOW MIOSPAN. USE OF TW(I LOCKING RODS f 1 TOP AND BOTOM IS MANDATORY, *NOTES 1• HD I DON Nh yg 110 CENTMAYn FERN IUM : ONE ALTERNATE HD LOCK (9 MAYBE USED IN UEU OF TN LACKS Q5 OR Qy FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE HO LOCK @4 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHMENT OF HD LOCK ® TO ® 15 W/ 3 p8 x 3/8" F.H. S.S.M.S., AND INCLUDES REINFORCEMENT INSERT ® AS SHOWN ON SECTIONS HOB-HV8 AND HOC-HVG, SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' MAXIMUM BELOW OR ABOVE MIDSPAN USE OF LOCkING RODS ® IS COMPLETELY OPTIONAL. 37-L7T-E7C70,tic. TILLIT TESTING & ENGINEERING COMPANY 55 N.W. Ultt St- SW 3". VMMI" MOMS. FLOMA MI PW4 : (30s)E71-15J0 . Fax : (305)871-1531 •-iTa7: UI"C40t.Le0M ES -106712WALTE. TIr. P.E. FLORIDA Ue. 0 44167 American Shutter Sytrtema Association, Inc. 4268 Westroads Drhe West Palm Beach, FL 23407 1 EASTERN METAL SUPPLY, INC. DRAWING No 11-194 11f.250" - NaM. 1 OPTIONAL •1RL ScYM�1W To EXISTING ax (De, G1J55—i. - 1 MIN. SEPARATION TO GLASS r(SEE SCHEDULE ON SHEET 12) _ -EXISTING •;. 1 "LASS— `. . �: (J ,.: HU VIALLx'HEAb-ER-1N5TA .►�'(ON `. ; .. - 1 I = ®"HV. WALL HEADER INSTA 1 eTION {I m ce i FOR . MIN. SEPARATION TO GLASS .. ' 1 m i r� •1 _ I"`(SEE SCHEDULE ON SHEET 12) i s m. EL— a• D7STING 1 - }21...GLASS---� .. OPTIONAL EDP: ii 13 OR e 12 OR - -- -- -.. t CRETE ANCHORS.---F11ETE EO EO PHILMPS TRUSS HEAD MACHINE SCREWS USING .r .. ' (SEE SCHEDULE ON SHEET 13) 1" 1/4"-2D NUTS ®12" D.C.POURED CONCRETE - ' OR CONCRETE -BLOCK -MtO• '' -- ._ wALL I:FQuwm eTtON � I3V SIL INSTA I (SEo E oN '• POURED CONCRETE SHEET 14) '- OR CONCRETE BLOCK, XALL REQUIRED ... (p_ HV WALL SILL INSTALLATION ,t �tE roR mu�j nNA dN OF rccnon ; .. _ t- SEE SF@ET'4 FORi1PICAL'SHLTTTER. _-' ASSEMBLY_ 2-. MOUNTING BECKONS CAN BE COMBINED • E.D.' EDGtt DSTANCE . ♦ SEE LIMFA71ONS OF USE FOR (SEE SPECIFICATIONS,ON SHEET 14) BLADE Ill ON BNEt7 2B M ANY WAY TO SUIT ANY INSTALLATION. - °'L} ram ........... �✓ ` �, ; • STAjE OF \� TILLIT TESTING g ENGINEERING COMPANY � \\ 93_-5 N. 399L SL. Sw 305. MR" 0ABOa15. ROROA 33IN i CS1 . ...••.•• �` 111 Phone : (308)071-1530 , Fa. 1 (305)871-1531 o-ma0: G11x00aol.com 2� -ems'NIAL F•� wALTEN IW TT Jr. PS P.E::iE4L7S`(diSiIURE/DATE FLORIDA ue / 441e7 S C ' POURED CONCRETE OR CONCRETE BLOCK REQUIRED CONCRETE -ANCHORS (SEE SCHEDULE ON SHEET 13) MIN. SEPARATION TO GLASS 7-(SEE :TCHEDULE ON SHEET i'. 1/Ci-20k3/4" S.S. MACHINE SCREWS W/ 1/4'-20 NUTS ® 12" D.C. ©IM WALL HEADER INSTALLATION IN TO CLAM ON SHEET V OPTIONAL OR 1/4' Mo.. 13 oR- f5 CONCRETE ANCHORS 1 1/4'0-20.3/4' S.S. PHIWPS 1-(SEE SCHEDULE ON TRUSS HEAD MACHINE SCREWS SHEET 13) W/ 1/4'-20 NUTS i9 12' O.C. INSTALLATION DETAILS W/ HV KADE a.SmSzAm Am�riaan butter Syutems Assoafation; Ina. - 4268 Westraads DrKe West Palm Beach, FL 33407 Accordion DRAWING No 11-194 i EDGE OF SLAB IF APPLICABLE KhQUIRL31 LFLAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 15) G HV �(ALK—OVER INSTALL &JON 014-0 4 - HEXwHEAD M3 - - I / J., MIN. _ 104' HEX WASHER J r i 8'Pff FAD TEK SCREWS-Q TIX SCREWS e, 9 0 C I ' ' 'OR T/t m 20SS M.S .CONCRETE ANCHORS ;., - --- 14.3 4" S.D.S. SHEET ON I 17 �® 1/2'� 1• i EDGE-OFSLAB IF' - 1 APP �� CONCRETE ANCHORS SEE NOTE I3(h) PCURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 OR CONC ETE BLOCK SHEET 15) oanGNtt POURED) ® HV WALL F nna lucre a erenN r - .~••CONCRETE . REOUIREO RAINGUARD INSTALLATI tv, t DEL 1�- N01F FOR COMB�NATOh OF C CTIONc '1' THIS INSTALLATION SHALL BE • E D °•EDGE DISTM'CE�. REMOVABLE WHEN PERFORMED I- SEE SHEET 4 FOR. TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 14) I� ADJACENT To AN OPERABLE EXIT• SEE LIMITATIONS OF USE FOR ASSEMBLY " OR ENTRANCE BLADE &ON SHEET 28 2- MOUNTING-SECTIONs CAN EE COMBINED . IN ANY WAY TO SUIT ._. ..ANY, INSTALLATION. : TILLIT TESTING k ENGINEERING COMPANY 6= ? - sraT= a,f `�� N.W. M0. SL, Ste. 304 W MWA CARUENS, RLACA 3315e Phone : (305)871-1530 . Fax : (305)871-1531 F, RID 4, 1 • ..\%,611 US'/ L• P.E.'': &RA,IRQDATE WALTER TILUT1Jr. P.E. fLORIOq U. p 44167 m CLASS 6D+uunoH STE Soimml: CH SHeer nl /O FLAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET-26} V11 TRENCH -INSTALLATION ALID ONLY FOR UP TO +70, —75 PSF PRESSURE RATING k FOR SPANS PER SCHEDULE 03, SHEET 12 @ HV WALL WALK —OVER INSTALLATION INSTALLATION DETAILS W/ HV BLADE A,.S.S.A. , American Shutter Syst®ma Association. Ina. 4268 Westroods Drive' West Pob Beach, FL :53407 EASTQiN METAL SUPPLY, INC. Accordion Shutter DRAWING No 11-194 ■ SEE NOTES ON LOCMG RMS HV LOCKS FEX'MMG' GLASS INSTALLATION A-40 ALTERNATEALTERNATEHV LOCK 0 mt sKmr 5. 17N S W/ HV SLADE 'SLACK onn 4 ri YALD FOR ALL BLADE )YZ HV CEINTERMATES CENTERIMMES APPLICATION WTH SLADECD ar SEE END WALL CONNEM101 @RRL8- f—EMsnNo GLASS DETAILS ON SHEETS 11 A -------------- ------------------- CENTER &_0 — --- — — — 3.1/4- 1 7- 6 1/2' 7- r OPPOSING SYMMETRYCAL RILLATE 4NPffr. W, MIN. SEPARATION (S TO GLASS v Lo EE SCHEDULE IN ON SHEET 12) F .Tj INA IOUTI -HVQ FOURM . CONCRETE 0 EXISTING CLASS F� OR CN WAI 7 SYMMETRICAL L + 6 T !MIN. SEPARA770N CENTERMATE$ I =N OR To =E + ON SHEET' 12). (INTERIOR) --77 -- — - — - -- — - — - — - — MONCRETE M MRS 0 a, D.C. OR 3 ES I've N 8 1/2- MAX. SLACK OUT HVE Jw. —VF FLORIDA BUILDING CODE Non High Velocit 01irriCarie Zone) .............. 02011 EASTERN METAL SUPPLY, INC. BERTHA ffVim Accordion Shutter System H.V. ME 41 W/ OR W10 H.V. WINDOW BLADE & H.V. BLADE 1: Wi REV M. DESCRIPTION DATE DAWN ay.- MmCLV,/AoG Artiorican Shutter Spitems TILLIT TESTING ENGINEERING COMPANY 055 Mw ft. SL. A- 30, VMWOA MVM!L FLORAM 33165 A330010fl011. Inc. I OLD ca-IS2 12/02/11 DATE 12/02/11 ph -re (305)VI-153a . Fa. : (3C5)971-1531 4268 Westroods Driim - 2 DRAWING No ........ 13407 3 .-Td, ut—fta FL -I West Palm Seach ONCE WALTER A. TILUT Jr. P.C. 4 11-194 P.E. URE/DATE SHEET FLORIDA U� 44167 -8 OF 28 • r SEE CONNEr� ' ALTERNATE MALE/FEMALE INSTALLATION WZHV " " LOCK HV, "T" LTES yi & _8 LOCKERS W/ in HV BLADE i 0UT, s0' EXISTING GLASS _ IBLADE Q SUCK DETAIL HYF, INDICATED ON SHEET S, - I •"- aG n,(D 70- AS WELL AS UNNERSAL FLOATING BLADE Q DETAIL HOD -WO INDICATED ON SHEET 10, MAY BE USED WITH THIS ALTERNATE - - I - tO • �a+©� �„'©rQ c" INSTALLATION DETAIL HVO SHOWN IN THIS SHEET. OR CONNECTION DETAILS ON SHEETS 1-1 20 (as3-rs; AL M ALUM: ANGLE W/(2) .1/4'0 TAPCON:. _ . `l•/2.- 7 ANCHORS TO CONCRETE ' (Top/BOTTOM)g .�- I - - L- _ _.—________________ ____ __ _ — ' -- — — — — — — _ y — (4)g104/2 S IS..TO NSE . AT EACH ANGLE (T BE I g10z3/4' S M S ®12' 0 C -FULL LENGHT. — I 71t FIN HV - hit 5` �I 3 30 T" LOCK (INSIDE) 1 3 30 HV T' LOCK (INSIDE) (SEE scHmuLE _ - ON SHEET 12) 29 28 t ® z g 3 2 1 /4" 0-20 x 1' 1 /2" S.S.M.S. NYLON SCREW HEAD :-, W/ 7/8"0 x 3/32" WINGNUT. SEE NOTE 6 FOR HV LOCKQ Q HV-,'"T LOCK (OUTSIDE) 2® 1/4" 0-20 x 1" S.S.N.S. "T" T' LOCK, ON.SHEET 5 W/1 /4"0 x 5/8" RIVNUT t, 0 HV LOCK (OUTSIDE) .•. - '''-SEPoES 9444 ALUMINUM - " . - VG* .. . (2024-T3.'A=Y)1LUtgE-F G—E THIN• - SHEET:NUTSERT_.PART_g 0820,AS - _ - MANUFACTURED. BY AVDEL-CHERRY TEXTORN, PARSIPP&k. NEW, JERSEY - • - - _ . 07O54 OR. EQUAL' _1 -1 _ ' _ FLORIDA BUILDING CODE Non High Veto CR Hurricane Zoi TI(1 �T� 02011 EASTERN METAL SUPPLY, INC. IUff A,` �, BERTHA HVTM Accordion Shutter System ` H.V. BIADE 1 W OR W O N.V. WINDOW BLADE & H.V. BIRD • : 11r TILLIT TESTING ENGINEERING COMPANY American Shutter System® Aasoolation. Inc. DESCRIPTID CAM DRAWN ft M,C.V. , OLD os-182 17/02/11 a1E: 12 02 1 ti "STATE 0 r ++ — F r-++ "' F,,, a.W, us. sL, sm om, nRaoaA Gwaa+s. rwa M aT,so Pnone : (ws)en-s30 . Fat , (Sos)en-1sa, 4268 Westroads Driw: a DRAWING No -� �ORID: ++� ........... \�e'1D a-meR: cTtacRmaALcom WALTER A. TWJT1 Jr. P.E West Palm Beach, F1. 3,5407 s 1 1 1 —194 ` P.E~t�Pd`' 1t/ ATE FLORIDA uG g u,s7 a SHEET scn LNI) -WALL. LMISINE o DETAILS ON -SHEETS • 11 a1 20 --� E%ISTI1,G GLASS OUT. 9P` IN`. INSTALLATION C17 HV BLADE �071 W/ HD 'CENTERMATES � _ ,o•®gip.:®ap.®� �B �mtO?©,.1 ---_ —_---- L EXISTING GLASS ------- pip @�O - — — — — — 25Qt1/s 02 _ - - ' (6083 T6 ratan �LUY ti ., 35 " MGLE W/ (2) MIN. SEPARATION TO GLASS *) _ TAPCON ANCHORS , AID t"3/4 S.61S .Q 11 (SEE SCHEDULE ON SHEET 12) (OPTIONAL • CONCRETE' (TOP/s0Tit1Y). I a o.: _ I - . - I N TO TUs- AT EACH.. u+cLE cRm> 5 _ , Eli oe 20 ,FDA—HVVA. RODS� & HD ® COCKSGNSHEET 5R; EUONLOCKING ALLY CENTERMATIES APPLICATIONS 'WITH ,BLADE,Q yTt r rt. _ - - vo 411 j ATE Of - •: r -� - 0)VALE ? P.E. 'SEAL%�f�isai�URE H t ( . (4) H.V. (4) 1 PINS. (TYP.) 4 5 8e 6. 1/2" PINS at_l�r- `� '`J �D9-HVB (DPnoNAL) 0 UT SYMMETRICAL HD GENTERMATES W/ LOCK (EXTERIOR (OPTION&) HDE-HVC SYMMETRICAL HD CENTERMATES;L3 W* L0.4K- (INTERIOR) Q r e. ♦ aN ! aR ©• 70 r®°R©•O•®m as HDD—HVD** FLORIDA 9U (�, �1all ✓9 0 67L E C O IqC. • A.S®5:��. Am.rican ShYtt�f Sy®tema TILLIT TESTING ENGINEERING 8 COMPANY Aa$ootaflon, Inc. .355 N.W. 3a1h. 54 Si.. 305. "Wah WRDUM F=OA Mlas Phan.: (305)871-1530 . Fat 1 (305)871-1531 4.268 Westroods drive e-mail;ut.09001=m West Palm Beach, FL 33407 WALTER A. TILLIT Jr. F.E. /f ATIT FLORIDA U. A 44167 - t EASTERN METAL SUPPLY. INC. Accordion. Shutter DRAWING No 11-194 c 7 _ - GUTTED CONCRETE POURED CONCRETE OR �V POURED CONCRETE POURED CONCRETEOR CONCRETE OR CONCRETE CONCRETE BLOCK WALL . _ / - / BLACK REWIRED BLOCK WALL REQUIRED /v / / BLOCK WALL REQUIRED REQUIRED / - - EXISTING GLASS EXISTING GLASS -� — 2` MlN EXISTING GLASS -CNCRETE ANCHOR 7._; EXISTING CLASS r �r J/� { 2 MIN. _ MIN' SEPARATION 7 MIN. SEPFRAiI@7 TO GLASS (SEE - SCHEDULE ON SHEET YYN. SEPARATION MIN. MAACN Ea J - TO GLASS (SEE 1 12 FOR BIDE®APO W t_%E O (SEE - TO GLASS SEE . /�`• .'�:. iSC F ON SHEET 1/16•x3� ON SHEET 28 FOR / 12 FaR�BIAaDEmANO / / SCHEDUUE ON ftAOE® (6083-TG) CONT. BLADES(Dh 3 ON SHEET 28 FOR 1 12 F1>tt BLApEOAND FOR (LOCATE AT..1 - �AOESm"SHEET 28 � - PLATE. -( oCAIE' 1/z• .. j `/j" i ON SHEET EITHER SIDE OF©) 'AT EITHER SIDE MIN 1/2 MIN - _ OF 4O), I b USE 1' OR 2' MAX. {tocll2 s.Ms jJtOxtJ2 SN.S. _. _—_-- (AS APPUI>BLE)x2'xt/8'x0'-2' _—_-- w 1 fi , O.C.- 6 18 O.C. - _ — _ — _ 4 ALUMINUM CUP ANGLE 1 Y'� ^_/� (6083-T6 ALLOY) AT MIDHEICHT _ ' f (1) f10x1/2' S.N.S. TO (3) ' ` (2)1/4"► 'TAPCONS ANCHORS TO WALL AT ' • O.O. (LOCATE AT `5 ''1 OR - SEE •DETAIL X. FOR'�6R SSIDE CONNECTIONEITHEE DETAIL X FOI/ ER SIDE aFQ) 1 QRTO TRACKS SEE DETAR. X FO SIDE CONNECTION - "�w©•O7"8 •®® a w(�(6) Ou g 1o�p .. TO TRACKS " w g • 8 w SIDE CONNECTION 1°®'°tl" O� O1V"l'�J •®" �•®.--`lJ ©•® f0 • Ow 0,�{ ® w0'0-®'0w TO TRACK S �•�w©•®y©.�w :•.©•,rO,r��-�,®w©•O•®w O•O'©�'O.0" ®'®"®•®"'L!•�©_°' ®a®"©•OuOB •©m � ._.®•mow"°.®•,®wO8 .©°: _ ®•®w®•®�Qg'®°" O.®°:®•®w®"V"'O9 8O•®w®•T�a®•®nO " 03 END CONNECTION DETAIL Q NNkCTIONO O 4 REQUIRED ONLY FOR SPANS GREATER THAN 12•-0' J POURED CONCRETE OR s- — �EXISTINC GLASS REQUIRED CONCRETE BLOCK WPI,L /—GLASS /4� G ..4 - I - - - - JAR�TIOPL - #1 1/2• S.M. ---------- TO GLASS SEE / 'a 16` MIN. SUARATIONa b—_—__—_---- 12 FOR FBLNwEmMID 'cohcRE7" °� (� ---- - ------------ ---- N aR�,oR D 1/2' MIN. eg�� ON SHEET _ 0V SHEET 2B FOR ANCHOR m SCHEDULE ONE AND @OR®OR(qOR@ "18•.,OC EQ 1/2 MIN I. - -- / --- - --- 4 ' . • _ 1 2'_MM• _ 6 OR®O6OOR 2 1MM -` _ I r _ 2• MIN. ♦ SEE DM ATIONS OF USE FOR f ` BLADE IA ON SHEET 28 ©0 R©OF,(qOR6 5 { C) OR POURED CONCRETE OR w®"©.pw B ,o •Qla - - END IN TALLAiION CONCRETE' BLOCK WALL®'�®'®w .. �'®01©•Q�°1©'®'" - REQUIRED ©'O•®w©•O•®w ©•O•©"©•O•®w ��,i HV -BLADE OR HV WINDOW BLADE INTO CONCRETES OR CONCRETE BLOCK WALL. END _CONNECTION DETAIL 5000NNECTION DETAIL 6 ®�®•®a� ®"OO ,•+� 0 FLORIDA BUILDING CODE bon High VelocI Hurricane Zone yloil' w, /4I - 02011 EASTERN METAL SUPPLY, INC. \CEIysF %p _ j� BERTHA.IHWTM �� ■ �1"'t� U�i(h0 ll StBIriE IL E C JAcc ri shutter f f T} 1 H.V. 6[ADE 0 H.V, WINDOW o ; f American Shutter System! . N OESCRIPTION Our I DRAWN BY: M.C.V./AG TILLIi TESTING dL ENGINEERING COMPANY STATE Aasoalatfon, Inc. 1 OLD as 1s2 ,2/D2/u DATe: 12/02t 1 7F Qp ..` eus n W. Rem. s s". cos, HRONw uxea,s rLracA 31,ee F..,.: (305)871-1330 . Fax : (303115171-1631 4268 Westrcads Drive z DRAWING No .-mall: Wtao9o.l.wm West Palm Beach, FL ;i3407 3 '•s/�111AL ENrc ''11' EB-ooDeng i 1 1 — 194 A WALTER TILLU. R P.E. .. P.E.SEI�C%31Yd(dA'TURE/DATE Flaw°A U. r a.,a�, 6 SHEET MAXIMUM' SHUTTER4SPAN "L+' OR 'L-" . (ft:)c, FOR .INSTA'•lATIONS' W/ or or W/ ONE H V LOCK . ® or ®,or' or. HD: LOCK (DW/; NO COCKING RODS or CENTERMATES ®.4 @' W/ ONE PIV "T LOCK I® W/TWO LOCKING RODS ® TOP k BOTTOM: SEE NOTE 1 fwm CONCRETE- & WOCD` INSTAL An0`!s. WNl MOtiYiING . -'FLOOR/COUNG MOUNTING . 30 OP.•LES .1WV 35 to 10' 14-ID' is 2' 40'•' 13-IO" _13-10' 14-2'. 15'-2' 45 13 rI' ' 50 '. 12'-•5.' . 12'-5- 12'-B' 13'-7' '55 •.-:_ ' t�60RM� ' 65 -1.L,-f 8'_ , �iJ�4".,F�4. )}t•t57aw'i F@t2s<;a,�. . 70 �..75.:: i• - •. ,10'-1".' 10 -4' 11'-1" .' � 9'-10".10'-0'• 1o'-9'105.' I.F= ""7'-1.1' �B'-9' ' T10-, •. :-8'-4'.: •.:.7'-7". ,121L7- 9• 2- t T15 =,., .. 120.E -`.130 ,.T-8'• 7 6'-5' 7'-10' 13'-1- 140; ` . 7'-5' 5'-11" 7'-7° _ 7'-6', • T45 ..._ ..:7'-3'.:•_5•_9'.. T-5" T-3' 50 155 : 7'-0" X-5' 7 -2' 6 -9" 165.' ,e'-10'- '�=5'-1" 7'-0' ' 170' 6=919'-11" . 175 .• 6'-7"• '4'-9'. Br -`4'-5' .6'-6- y_6. L___21 - 6 -2" .4,_2�. 6'-4° . 6,_7• MAXIMUM, SHUTTER SPAN* 'L+' OR "L-"-(ft.). FOR INSTALLATIONS W/ Of ONE HV. LOCK or (ror® W/ NO LOCKING' RODS h (SEE NOTE t) yNL ASA PRESUME aAte c • 1') CONCRETE k W000, -.1 5T - TIONS U . WALL'MOLNTING & RDOR/CEIUNG MOUbITNG L+ (A)• L -(tQ 30 - 40 13'-10' 1T-10" _ 45 13'-I' 13'=1' - 55=7. 11'-10', 11'-10" 11'-4' . 1I,- K 65 10'-f0' 10'-to- 70. 10'-8'.. 10'-8' r,75' BQ B5 W-6' 90 -95 - 105 . 110- 115..- 120 = 125- 7'-10'. 6'-8' 120 7'-.W _ 6'-5' 135 . ;. 7'-7' 6'_2".. • -140 7'-5'. .. 5'-11" 15o '. T-2" 5'-7' 155 7'-0' S'-5• . 1BO_ 6'-11' 5'-2' . 165 ..6'-10' 5'-1' 170 ' 175 ISO 185 . 6'-5' +'-6' 190...- 8'-4'- ' 4'-5' . - 195 - .6'-3" 200 SCHEDUt E AN . MAXIMUM SHUTTER SPAN* "L+" R "L-" (ft.) INSTALLATIONS MED2I .A1 -ENT RM & W/ ONE HV LOCKS OR W/ NO LOCKING ODS yet:• ASA CONCRETE DrE= INSTALLATIONS R�AtING FLOOR/Emmo MOUNIWC ON OR ( NOL ( -N)0 30 16'-0 I I W-0' 35 40 45 13'-4` 14'-3° 50 12'-3` IN -I; 55 11'-I' IV-11" 60 10'-2' 1o'-11" 65 0'-5` 10'-1" 9-4' 75 g'-g• CONCRETE,-, . NSORY, WOOD SWALL am -a.. (A B. C. (0. E, ir" F, K & L M. N. 0, P. Q, R. S, & V, FL•60R%CEILING MOVNTIN G, I, 11 & J Cd T, U. W & X V MAXIMUM SHUTTER SPAN:"L+' OR 'L-' FOR INSTALLATIONS INTO. WOOD SHALL. BE LIMITED -TO '1a5 psf. A.S.O DESIGN PRESSURE RATING. 'I' NV CORNER CENTERMATE 13 MAY BE USED AT J'J2 MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION NOTE 15. SHEET 5. - SEPARATION TO GLASS --SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1 " g. (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN AS.D. POSITIVE DESIGN PRESSURE RATING. L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE AS,D. DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS (TOP/8OTTOM) OR FLOOR/CEILING: GIVEN A POSITIVE A.S.O, DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN 'L+" FROM SCHEDULE. GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, .DETERMINE MAXIMUM SPAN "L-" FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM DETERMINED SPAN BETWEEN 'L+" AND 'L--. (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL MOUNTINGS W/ FLOOR/CEILING MOUNTINGS: FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE RATING: - - - DETERMINE: LI+- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+R -MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING: DETERMINE: LI MAX. SPIN FOR. -WALL MOUNTING INSTALLATIONS: L2---MAX.-SPAN FOR FLOOR%CE[UNG-MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE. SPAN IS EQUAL TO THE MINIMUM- BETWEEN 'Lt+", "L2+', "LI= , AND 'U-" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE A.S.D, DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR P PA C! NG.. 1� HV BLADE -FLORIDA I1: E C INe. A.S.S.Jto TILLIT TESTING & ENGINEERING COMPANY Amrldcan" Shutter SyMems Assadatlon, Ino: v ILW. mh. u. 5a 2m, vuwp A w„=m nofu A 33m Phana : (3n71-1530 . F. I (305)871-1531 4268 Westroads Drive e-M.a tu".04.I.eom West Palm Beach, FL' 33407 A. WALTER A mu TWi,lr. P.E - FIAFIIOA Uc / 44187 t EASTERN METAL Shutter DRAWING No 11-194 ' _ .. - •• _- 1. _ SPAN ,(QQ„ •. ' Q4 A WALL N.ADER-MOUNTING .uW ^; A WALL HEADER W MOUNIINC .: COAL! CO HEADER .MOUNTING b�WAI<SILL-.; MOUNTING 1 '± A5.0. 30 I 14 14 w. 12 12 12 ES CN 60; 0 10 10 NEGATVE i5 9 9 9 90 8 8-. B LGAO 120 .B 8 fi 6 8. 160 0 8 8 f 205 0 0 5 6 4 A. 30 14 14 14 14 14 J4 40 t2 11 12 11 12 t2 12 DESIGN 60 n0 10 10 10 11 10 10 10 f0 10 10 10 1 10 10 10 NEGAIIVE 75. 9 9 9 9 9 9 9.. 9 9 9 4 9 9 B 9 90 B -B 8 a 8 8 8 8 0 8 8 fi' 8 8 8 8 LOAD 120 8 8 8 8 8 B 0 8 B e 8 8 B 8 B 8 160 8 8 8 B 0 0 B fi 6 fi 4.5 fi 4.5 4.5 4 of 205 0 0 8 .8 8. 0 4 B ]�' ]31 - 39 - - - - AS-0- 30 14 14 14 14 14 14 I4 IS 14 it I4 14 14 14 /4 14 DESIGN 40 12 12 12 12 12 I2 12 12 12 i2 12 12 12 l2 12 12 .60 10 10 10 t0 10 10 10 10 10 10 10 10 10 10 10 10 NEG1 176 B B 9 9 9 9 9, 9 9 B B 9 9 9 9 9 190 8 8 B 6 8 8 8 B 8 8 8 8 B B B 8 LOAD 120 8 8 8 8 H 8. e B 8 B 8 8 B- 8 8 8 180 6 6 8 6 8 0 e 8 B 6 8 8 55 B p6f 205 6 0 6- 0 6 6 8. 6 8 5 8 3Ji S.5 AS 30 14 14 14 14 14 1{ 14 14 11 14 14 I4 J4 14 D. DESIGN 40 11 11 11 12 12 12 12 12 12 11 12 I1 12 11 'fi01 10 10 10 1JO 10 10 IO 100 10 I0- IO- 10 10_ NEGATIVE 79 9 0 B 0 B 9 9 B 9 90 8 6 6 0 0 B 7. 0 4.0 5 LOAD 120 6 8 8 0 8 8 e 7 - pnf 160 20 6 - 8 6 6 ] 8 - 55 = - - - - 14 14 12 12-/t0I .t0 e. B e: 8 0 .0 .. _ 14 12 10 9 8. 8 8 4 14 12 10 9 8 8 45 - 14 14 12. 10 -9 .a 6. 4 14 12 ,..,.. - 14 12 10 9 0 8 4.5 - 14 11 I2 12 11 12 t2 12 12 14 12 10 9 e a 45 - 14 14 14 14 14 14 14 12 .12 12 12 12 12 .10 .t0 110. f0 10 10 9 9 9 9 9 98 8 8 8. 8 8 5.5 B SS 3.5 a S - 4 3 - - - - - - - - 14 14 14 14 14 14 �. 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SL. 514. 305. VIRGNN GARMS. F OWA 33166 AAA Phone : (305)871-15M . F.. 1 (305)871-1531 e-moEE topLram �IIA EB -00067008719 VULTER A TIWT Jr. P.E. FLORIDA lie. 8 44167 Iu1LvJLx®a �aaUO o v""Mol nmm"10 MdU Ei ilOC anrtm�o �mmoo v©aae� �®coo �QID®C �i©aaC v�OOC �odoe� a0000 �oaoeo voaao mu 0 E7aaa� atm000 voaao vaoosa voaao DldadO voaao MEN ool 0 swww� TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP TAPPER+ * SEE ANCHOR SPECIFICATIONS ON SHEET 14 ♦SEE UM TATIONS OF USE FOR BLADE 1 ON SHEET 26 AuSmSNA■ American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FIL ;i3407 ® 2011 EASTERN Shutter- DRAWING /�No 11-194 :#TITTER SPAN. 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' mmmnppnmmmmpOOn©mmm OmOm mmmnmm©mmmM1119 ppmM • 11ap0m R9®mpi)si�C�LammmpOEEiF7�➢fClmm - OOpO mmom®�7mmmm�mO�tm®mmm onmo ' ®Mmmao��®oEAnMmaHUMMA aammvap®ommo®mpomn m mmmffi ®m®M"moomm®moonoomim�im mmmMMEEN I UM p mA mmmmf�mmmmomnoommm MummQmEa-ip©p'fEi- m �Oioo �m®pmlOp®mmmpmF�AfammO OpO�i m�np�mm mmmnmQtlmamMEM I9ti>tmm m®mnp®ommmom©mmf:amnm ®mtao m®61GiF?<7®®mmi�70E�lOpplmll�3p KOM== �m©piQmmmmmmoommofmmo ravmm ' mmmom®oo mmral©©omffimmn rapoo m[mlF7©®mfla®�mmHmmKN=O0m0 ©mmm f a1UU9MzM KI/0O0TM- m0 epee �v©m®®mmmmommpvommm pnmm mmiLl®®®mpmmOMAMM 1==[MU MA ®Emlife ®mf�ffif�®f�li®nnmf�f�ffa®ffaffa® f�mmfli mlang"M ii0�O f00?<i0m®GOO Qim® ®®�70 ES®��®p�pa��pmmomm000mmEN Avoo MUM= dCIKEIMM 0O�0© OSEE Ommmlii0R�0m01cTOm®p000�f� ®miimmmmmm®mlfiHmmO®np l�fifii0fi>t ' povO ffAmC#0®®m®m®O92 mMENEU ip mmm ®ma®®Ffa�lomonc�©moomvo Ivmoo Omm®mm000mmE>fOiivQU m0 mmom ®miimmm6�mm�OFlmmmOlmmm mmmm mmomm®mA00m®mmmffav©® mmmm OEitiv00®mOla d]IO®mOiimOOm® mmm0 mommmmomfanvmmom m®m mmmm ,mmommmom�mmmmmmo�i�o® omtammmmmmmprammmmm©© ammo mmmm U1mli®nffioo �ipfF7gm0oClmOp mOOO omea®mm®m �immmmillmmullam mmom ' mmF7MMMMMlIDmpmmmmd nmmmmmmOmnpmmmmli�®® m© mmmm mmmm fhlp®ply®flaffamovffimflaffaflwva ofsaF�daf SNCHORe CPACRJ c.tTl[ TAPCON OR TAPCON WITH AOVANCEO THREIDFORM TECIWaLOGY PLL FOUNTS soup-5(T BLUE TM W CAP TAPPER+ rATA1xx15 a' 25 FTxi aA7E� ON SFIEET 20 I\■ ■ 1 ; Il r x 7A I \I liaar *SPECIFICATIONS ON ANCHOR REQUIREMENTS' POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES 1. ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: (A) TO ESISTING-POURED CONCRETE: (Min.'I'c - 3 kx0 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS. MANUFACTURED -BY I.T.W. BULDEX. (Min. Fe 3 ksi) 1/4'0 ■ J/4' ALL POINTS SOLID -SET ANCHORS, -AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. (MIn. ('c . 3 ksi) - 1/4'0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIOA FASTENERS DIRECT, INC. (Min. t'0 .2 kel) TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENSRS, INC., AND DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED 'MIN THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. (Min. T c . 3 k3q NOTES: AI) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THFEADFORM TECHNOLOGY ANCHORS ARID TAPPER+ ANCHORS 15 1 3/4', AND FOR BLUE TAP W/ CAP ANCHORS IS 1 1/2, - A.2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4' ALL POINTS SOLD-SEr ANCHORS SHALL BE 7/8' INTO THE POURED CONCRETE NO EMBEDMENT INTO STUCCO SHALL.-BE.PERNIriEO. 1/eo-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, AND I' MINIMUM FOR WALLS WITH NO STUCCO, A3) IN CASE .THAT PRECAST'SFONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STR-JCTURE BEJGND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES -At) & A.2) ABOVE. FOR INSTALLATIONS ON VINYL SIOINO OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER, FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 28A. (8) TO EXISTING CONCRETE BLOCK: (ASTM C-90) - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THRFAOFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BuLDEX. ' 1/4'0 x 3/4' ALL POINTS SOLD -SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. 1/4"0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. - 1/4'0 TAPPER+ ANCHORS AS MANUFACTURED SY POWERS FASTENERS, INC., AND DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED LCENSED OR AUIHORREO VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. NOTES: 8.1) MINIMUM EMBEDMENT INTO CONCRETE -BLOCK OF TAPCON. BLUE TAP W/ CAP ANCHORS AND TAPPER+ ANCHORS IS 1 1/4" AND TAPCW WITH ADVANCED TMREADFORM TECHNOLOGY ANCHORS IS It 8.2) MINIMUM 0ACOMENT.OF 1/4'0 x 3/4'.ALL POINTS SOLID-F,ET ANCHORS SHALL BE ENTIRELY EMIUMDED INTO THE CONCRETE BLOCK, NO -EFABEDMENT INTO STUCCO SHALL BE PERMITTED. -1/4" o-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EAST, AND I'-MlNRAW1 FOR WALLS WITH No STUCCO. .. 0.3) IN CASE THAT PRECAST STONE, PRECISE CONCRETE PANELS, PAVERS OR ANY"VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. ANCHORS SHALL BE LONG ENOUGH la REACH THE MAIN STRJCRIRE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES B.1) & -8.2) ABOVE. FOR INSTALLATIONS ON VINYL SICING OR EIFS WITH OR WITHOUT" METAL STUDS CONSULT THIS ENGINEER. FOR INSTALLATION INTO EIFS WITH -METAL STUDS SEE SHEET 28A (C) ANCHORS- SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMIIENOATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER.' MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW. FCR- E. D. LESS THAN THE INDICATED, REDUCE ANCHOR SPACING BY NULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS,_2EDUM SPACING OBTAINED USING S G FACTOR -BE LESS TIJAN MINIMUM SPACING INDICATm FOR EACH ANCHOR TYPF, • FACTOR �� ACTUAL DIM TMCON TAPCON wRH.ADVAWCED THREADFORM TECHNOLOGY X.11. POINT SOLID- SET ewe TAP w/ CAP TAPPER MIN. SPACING + E.O. MIN. SPACING . 3' MIN. SPACING . 3' MN. SPACING = 3 1/2' MIN. SPACING . 3' 3 3/4' 4' POU D CaN1gimf & CONCRETE BLOCK PORED CYSPETE UN. EC. 1/Y MOUE HEDGE ILK EA•2 1/2 Iia-R-EF-Cova-laE & CONCRETE BLOCK POURED CONCRETE & CONCRETE BLOCK Rwa MNOCIE MN E6.3 1/2' COOTIE GAOL MR EA-2 1/2' 3' 1.0 0.78 1 A 0,84 1.0 2 1/2" - 0.81 1.0 - - 0,07 1.0 0.71 - - - 0.51 - 1 3/4• - - al - - - 0.43 - 1 1/2' 1 0.35 0.35 f ��` tilGcl�lgtr T� •'.. �� TILL] T TESTING & ENGINEERING COMPANY 1 " 't t D J• Q' \\ 0.11E N.W. SBtn. SL. 51 305. WRG@GA GMi0OI4. FLOMOA 331 30 5)87 Phone ( 5)871-1530 . Fox (30 1-1531 5 -`I ''•• -;� L111 ONgL'E� e-mail: GLeeo6ad.e0m WALTER •� IIIL' P.E.` SEAL'j3}C1VdTURE/DATE A TINT Jr. PE FLORIDA ue. 44157 Amo&iin Shutter Systems 'As®oatailon, Inc. 4268 Westroods DrVe West Palm Beach, FL 33407 02011 EASTERN METAL SUPPLY, INC. Accordion Shutter DRAWING No 11-194 r;L eo. � Ili .f:! .� : As s. ;d,, ,,. , .� .11. ►1 ds- e, ��I ,.' 0mQ0[>♦O[>•[)S] aDaaaa m®m K nnn�m®iogan IMIGN - p�vvvvoE [0®000i7t4[7®�®®17Ei0m F70a"ImmmulL ODfs00 DE aam0a400®it7m®�Ei31E7 a000FM00ES ' �®0E>•IF7t7[�0®[©O7mOq© 0 Opii00m0iE M EEV 0000o ®�F�DOI[t1a 0 ®m67 NAM "p®t] EX [0®Q700[1♦pIIl7®m®0t7pp p MMEOC ®EEI Opp p KEES vv®E as®m MEN tea©o© MM EUMMMMMn ®®mlmanono�mm�®oraea ®mlmnnCl[fn®®01 ®Llaa �1sail"M [D�Q704p[la mmaomm ®m000M0®Opl&i[!®a01 ppppppp E01®m0000a®Q100I®3rFiaa DOpmMOC RIVER Q!®m00[7Ci1�®0Fi®O©ma® ApOO®aC ' o111m M Om000vo ®®f110001aaEf1Q1�0�aaa ®mvoranooeoiavmaaa gm i70ppI00p 000 rsa®rmonosao©ma�I®mvv OMMMa0 . �mliMa0[laa®m1EOF3smaii Iv®r�mvvo ta= ins vvovomo ©D®DFE =0 �mooFFins Eaaon on DOM a0 I,mlloloaaoamlKAM "caa m vvavaao ;omuulvasa®II7i7�®®a® OF,DMM 0 !m[1naalsat 7[3�Qm©a0m EiOdKm= a RUN =I==0[�MIN mmmm OFF®®aaCl ■0aamf��©LF�mlOao[ HOUR[ Om®vOO via MEN=" lfi pppMM ilung01 ®�IMIM 1"M mid 011 E0010a00I�i�©©®olpa Ffi[i�7®aaaCl KID700o1®am�QI�mOCfo IBM nvovsavmmvvo�v� t7t7pF7®o1C1 �a©v©Qvo emllvoealossemo®Mra a v©MEN= �mvmlvo�a�®IFa©®�aoe® ollvC�aoea tmioiotoleaea�Eama®alvv �oQr�Ivvo a0000rmE,>,Ivo�vaaao vA�laavo 000lloam�l©aa�a®o mi© man= ��oraolrasa ®®®QOolo m®atavraol mum iOoeCeaa�n�vaotaaa rY�aaaao 1�®l0silvO�F���s� Oisca ®mavol0ME �m®omeavmv®111m ovvv©oo ��Iv®p omolaQnaov mmoaodo IIL)evaAC1��FAmmm waC� sll�e F co s OF P E aEAL%fS�Gr(��llll OVER M0UNTING DEC v©a MID EN El ME a MM= aoo Emma masio voa vvo ssa '"HUoN[lvaC f7 "I'Mmmo vvvvo �oaao �©©K4© vvovo Ewma1m= avvoo D1aaaC aoamvo IL ECOINe. TILUT TESTING & ENGINEERING -COMPANY !\� 5355 N.'N. 3@h. SL, Ste 305, VRMNIA 0AR0EN% FLOAIOA 33168 Phnne : (305)571-1570 . Fm : (30S)871 -1531 EB-00067190U5719 tvxrER a nwr Jr. P.E. nn'rr FLORIOA Ue. # 4.4157 - �P10HORS SPACING LM= TAPCON OR • TAPCON WITH ADVANCEO THREADFORM TECHNOLOGY ALL POINTS SlUD—SET _777—_ GLUE T.aP TAPPED + * SEE Al ICHOR SPECIFIC., "S ON SHELT 14 O VAUD ONLY FOR LIP TO +70, —75 PSF A.S.D DESING PRESSURE RATING & FOR SPANS PER SCHEDULE #3, SHEET 12 , 1 HV BLADE -ONLY FLORIDA BI S.a MAN American Shutter Systems A9&OC10tI0A, Inc. 4266 Westraads Drive West Palm Beach, FL, 33407 CODE (Hon High Velocity ® 2011 EASTERN METAL SUPPL BERTHA H ccordion Shutter DRAWING No 11-194 18 & 1 t1UUIHERNPINE.No; 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH OOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 MAXIMUM _ SPAN WA1 -CEILING' MOUNT 'T CEILING MOUNT T WALL MOUNTINGS M; N, O & R FLOOR MOUNTINGS M, N. 0 & R FLOOR MOUNTINGS '� &., x w & x .D. NEOATfVE DESIGN LOAD (psf D. NEG4TIYE'DESIGN LOAD (psi ,0, NEGATIVE DESIGN LOAD (Plf kS.D. NEGATIVE DESIGN LOAD (p 30 40.160 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 6 -0° OR 12- 10 10 9 e. 8 6_ 6, 6 6 16 5 .12 10 10 9 8 8 6 6 ( 12 10 10 9 8 8. 6 fi 6 5 4.5 4 12 10 10 9 8 8 8 6 a 10 1.0 9 8 8 fi .6 .5 4 3,5 3 12 10 10 9 8 8 6 8 4', 12 10 10 -9 8 6,5 6. fi 4.5 3:5 3 :?.5 12 10 10 9 8 4.5 6 5.5 3, T=0 12 10 10 9 6:5 4 6.5.5- 4 3 2.5 2 12 10 10 9 4.5 3 6 S 8'-0 .. .12 10 10 7.5 4.5 3 6 5 3 2.5 2 2 12f7'- 5.5 3 - 5.5 4 2, g 'j9'-0'"• 12 10 10 5 3.5 - 6 4.5 3 2 2 - T2- 5 3.5 2. 12 10 7,5 4 - - 5 4 2.5 .2 - - 12 3 - - 4.5 3 11•'--07 12 10 5.5 - - - 5 3.5 2- - - - 12 - - - 4 3i2'-0' '- - 12 10 4.5 - - - 4.,5 3 2 - - - 12--- 3.52.5 13'-0', ..12. 10 - - - - -4 3 121210--4• 3 - - - - 12 - - 15'.-0', ' 12. - - - - - 3,5 - - - - - - - - 3 - - - 7 F4,0 12 - - - 3 - - - - 12 - I 1 12.51 - t - - - - 'F'NOTES=ON'ANCHOER OIIR LIFNTC WOOD CIIlacraerc _ 1 ANCHORS TO WALL, FLOOR'0R SO SOLID WOOD SOFFIT SHALL SE AS FOLLOWS ;1J+9 TAAEON •OR TAPCON WRH ADVANCED THRFAOFORU.TECHNOLO6 jt4CHO1R; AS MANUFACTURED BY "I.7.W.:SUILOEX'W/'MININUM THREADED PENETRATION AS INDICATED AT EACH SECTION ON SHEETS IS & 19, a EXCEP110N SEE. NOTE E SELOW. �I. i 2.<ANCHORS 70 MOLI.O'N CDLLNG SHA1J. BE.AS PER MOUNTING TYPE U,. SHEET 19 AND SHALL CONSIST OF _ 'LAG SCREWS AS PER H D % 2005 SPECIFICATIONS ,. 3:'EUSSTRATE 4G01 CONSIST OF THE FOLLOWING: - -SOUTHERN PINE No. 2:.. W/• G-0.55 (N.DS) OOUGLIS FIR W% 0.0.50 (N.D,S,) -SPRUCE PINE FIR NORTH W/ 0.0.43 (N.D,S.) SPRUCE PINE FIR SOUTH .W/ C-C.38 (N.D,S.) F MRL, 1/2'.CD•X PLYWOOD (1988 WA) - 4" ANCHORS SML BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATI0:95 AN" SPTIONS OF THE .AYCHOWS MANUFACTURER•, - - 11I°j°�•��R.R. r 1 /2" MIN. CDX PLYWOOD WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS & Q W & X _ iA. NEGATIVE DESIGN LOAD (p° S D. NEGATIVE DESIGN LLAD (pafjkS.O. NEGINIM DESIGN LOAD i�0000 ©00 ��®0000 00000 000 ��0000� vvvoii©vOCs eaoea�ave�ea ♦ SEE LU9ATIONS OF LEE OF SIADE ON SHEET 28 AAAA \ ViG�I�t �ww fUo§ �LMECOiN�. M������� �4 American $t1UttEP Systems TILUT TESTING & ENGINEERING COMPANY Sm HISeftW309f Association, Inc. - `n'r• .'-'•�--'••r :'�T-AAA 1'•.�RIDA,:• t��(rAAAA , PficM : (305)871-1570 . Fca : (305)671-1531 a meJE13t70C6O��Ol.tom 4268 WestrOads Drive West Palm Beach, FL 33407 f^j j'dd••11.••••nn��ty\ I WALTER A. TDllT Jr, P.E. FLORIDA Lie. 6 +4167 U METAL SUPPLY, Shutter DRAWING No 11-194 wo MAXIMUM d-:SPANr= SOUTHERN PINE No.. 2 •W//. MIN.' G=0.55, DOUGLAS FIR W MIN., G=0.50',% ' SPRUCE PINE FIR NORTH W/ MIN G=O.43 ,SPRUCE PINE FIR SOUTH W/ MIN. 13=0.36 E.O.' WALL MOUNTING-,-'. B.O..'`'WALL MOUNTINGS-:- 8,0. WALL MOUNTINGS . AS.) NEGATIVE DESIGN LOAD (psl ,D. NEGATIVE OE53GN LOA) (p,l ASA. NEGATIVEOESIGN LOAD (ps! 30 40 60 175 90 105 30 140 60 75. 90 105130 40 60 75 1 90 105 3'-0" OR. LESS 12 12 12 12 12. 12 12 112,12 12 12 12112 112 112 112 12 12 4'-C' -:'• 12 12. 1.2 12 12 112 12 112 12 12 12 12112 112 112 112 12 12 12 12 12 12 12 12 12- 12 12 12 12 12 12 12 112 112 11.5 TOF 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 P 1.5 9.5 8 " `7'.-0':._ 12 12 12 12 12 12 12 12 12 12 12 10 12 12 12110 8 8 12 12 12 12 12 12 12 12' 12 12 0:5 9 12 12 11 8:5 7 7 :. " 91-0"...:. T2- jU 12 12 12 10. 12 12 12 11 1 9 - 8- 12 12 9.5 7.5 6.5- 6 :IG'=0"- i 12 12 1112 12 11.5 9.5 7:2. 12- 12 10 8- 7 12 12 8.5 7 1 6 15.51 12 _12., 12 12 10. 8.5 12 12 11.5 9 7.5 5.5 12 12 8 6 1 5 1 5 12'-0"•. "' 12, 12. 12 11.5 95 8 12 12 10.53 -8 ' 7 6 12 17 7 6 . 8 4.5- 12' 12 7.5 12 12 9.5 7.5 .6 5,5 12 10 6.5 5 4.5 4 a_14'.-0"= . 12 12 e 6 12 t2 97 6 4:5 12 9.5 B 5 4 3.5 IT-0"'-<. 12 12 L2).8.5 7.5 5 12 12 8: 6.5 5.5 3.5 1.5 8.5 6 4.5 4 3 I' W-G"- 12 12 6.5 4 1.5 12 8 6 4.5 3 11 8 5,5 4 3 - fA _ H V B.LA D E . ON LY` �t - jJrl/JJJJ per. IVA ,G: SiA7F�p r kj NAL E� oaf P.E. SEALjS1GlRE/ - - + NOTES ON ANCHORS REOUIREMENTS• WOOD S 18 T 1. ANCHORS TO WALL, FLOOR OR SOLID WOOD SOFFIT SHALL BE: AS FOLLOWS: - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREAOFORN TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX W/ MMMU_ D M THREADED PENETRATION AS INDICATED At EACH SECTION ON SHEETS 18 G 19. EXCEPTION: SEE NOTE 2' BELOW, 2. ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U, SHEET 19 AND SHALL CONSIST OF LAO SCREWS AS PER NOS 2005 SPECIFICATIONS. . 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No. 2 W/ 0-0.55 (N.D.S) ' -DOUGLAS FIR W/ G-0.50 (N.D.S.) -SPRUCE PINE FIR NORTH W/ 0=0.43 (N.OS.). -SPRUCE PINE FIR SOUTH W/ G-0.36 (N.D.S,) ' -MIN. 1/2" COX PLYWOOD (logo APA) 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS. AND SPECIFICATIONS OF THE 9m 1 IL E A.S:S.A. AmarTcan Shutter SysteMs 14 TILLn TESTING ac ENGINEERING COMPANY Association, Incl. H.W. 30t11. St, Up. ,lay W20uw 6WOQ15, M1AftOA 31188 PI ­. I o .: (30 e)871-11530 (305)871-1531 4268 Westrood9 Dnve `111e\ iMt C West Palm Beach, FL 33407 WALTER A TIwT Jr. P.E. ,.�.� FLDRIDA Lie. 8 44167 (Mon -Nigh 'Velocity Runic 1 EASTERN METAL "SUPPLY, INC. I' ' BERTHA HVTm I Accordion Shutter System DRAWING No 11-194 INSWOOD . Bl SAU1TER SPAN � _M" 61M T 0 5 5 U 5 28 FOR MAX SPAN a ; '1/44-TA PCON'OR ail- j 1 C TAPCON WITH+ADVANCED THREADFORN TECHNOLOGY - 1/4-0 TAPCON OR `-•W/• 1 1/2 Min PENETRATION _ TAPCON. ' NFORM T,7 TECHNOLOGY OF THREADED. AREA TD - �.• .., ER �• W/ 1 1/2' Min. PENETRATION .. '. (�' 1 OR EXISTING WOOD HEADSEPAROON _ .,.(SEE SCHEDULE ON SHEET. IS) - .t.. �'. OF 1Hfl E0 AREA TO T MTO - ,1 EXISTING WOOD HEADER, - - -; CLASS SEE -IT (SEE scHEDUIE ON SHEET 16; (g�+F�7T N'— 112 f� ' .'. ll)0.ND :. -'11' Min. 114'f-20x3/4' S.S. MACHINE SCREWS' EXISTIM7 - 1 0 -Ea -I+• W/. 1/4"-20 NUTS O 12 OC, GLASi-^-0 EKES1 W Q_.. - _ ''• y _ FINISH I r a = FlNISH _ • .�i.� ry s s 4tO PTI 0 ' 1� OR -. EXISDNG I .' •- { FINISH 1 "2'x4 WOOD=°>0 '` 11FADFR REouIRED... I 1 OR ®O - i DOSTING MIN. 4_.` s, t,: , � . • .. ! T OR .. . .,, .'.t "., :. y,'...-...r --2 . ..' .. :. ._ •�:, ...•, •, .r ...:-.. _ 1/4f TAPCON wsnNG ' gpA :� ; -� k.:. ,.T 2 -- HEADER REOUIREO _ TAPCON WITH ADVANCED I f y �. ). .. TO (U3AQ (SFE > : + -8� I 1 THREADFORM TECHNOLOGY e.a S :a SS��EE�ET( :MIN.�N - I I 2'x4 CONT. SILL - W/ 1 1(2° Min. PENETRATION 12 TOR BUOE(I AND �DtIStING` , T I PLATE REO D. OF iHR ED AREA O t. W 2B Fgaii _ G (SEE SCHEDULE w, NIOWIDTH OF WOOD PLATE. LASS -I" - ON SHEET 12) -; wok (SEE SCHEDULE ON SHEET 16) - OHV WALL HEAbER 1w��A CATION ON H_ AL HEADER INSTALATION �tiY WA L SILL INSTALLATION t r r ,, .L -' MW SEPARATION EXISTING ... g'. MIN. -SEPAIIATION .. T' c • TO GLASS • 1 GLASS--�> MU1 SEPARATION ,. TO GLASS TO GLASS 7 - } T �" (SEE SCHEDULE 1 `E105TING" u2) _.� t 2 x4 Ca14i i,. EXISTING - ° ON SHEET �`--(SEE SCHEDULE _ I GLASSY- ON SHEET 12) WOOD PLATE F S ON SHEET 12) ` c ; I I. s 9¢ .. 9 1 4"f-20x3 4" S.S. - I/4b-20x3/4'-S•S. MACHINE SCREWS W/ � � . 8 - SCItE115 _ /4'-20 NUTS I I, WALL, NLnS O 4 �s .;r ♦ O 12° O.CIIV. I .. 3,C a1 ` 12"0:00 s� I 1 Da O8 • 1 i.r • , 1 Tie . Y.. W s Eq 0 W000 PLATE "MIn. I Cam. ; - ' Min. ... l 1T1. 1/45+TAPCON'rOR - ? TAPCON"WITH'.AOVANCED'- i _ j t - ' . ° .. f 4°► TAPCON OR p: • 1 4'IL TAPCON ORN WITH ED t 4L ' 2'x4' CONT, l• . TNREADFORM TECHNOLOGY,. THREAOFORM TECHNOLOGY . _ IAPCON WITH ADVANCED ypg; i 'W/ 1/2° Min -PENETRATION OF _ .� THREADFORM TECHNOLOGY 1-SEE SHEET 4 FOR TIPICAL - .1HREADED AREA INTO PLYWOOD ; 4;. 1 2'- SILL PLATE '- .W[ 1 1/2 Min. PENETRATION OF SHUTTER ., ASSEMBLY z n..PENETRATON RE 3 - RE00 ALL' tTFF.THRFADEO AREA O - .. -.(SEE SCHEDULE ON SHEET, 16) TWI'I/R INTO PLYW000. ' 2-MOUNTING SECTIONS CAN BE fi,. EILISTWO MIN 2 x•1. STUDS -:MIOWI OF WOOD PLATE. - - Y .,. (SEE SCHEDULE .ON SHEET 16) COMBINED W ANY WAY TO FINISH (� SCHEDULE ON SHEET IS) - - O.C. MAX. 'Rr�D� . 5 - r 1J2 MW�`COX PLYWCOO REDO -O.16- a ATTACHED TO" I/2' MIN. COX WALL FlNISH SUIT ANY INSTALLATION. 4 ,-PLYW000-TO-BE NG TdIN"%3 x4'.%51U05 O 1e O C: MAX READ STUDS IN ACCORDANCE WITH - PLYWOOD-RIDWO. . r FLYW000 10 BE ATTACHED TO STUDS IN ACCORDANCE : SECTION 2322 OF THE F.B.C. -c_IN�'I'AL e71ON. SECH0W 2322 OF THE FBC. ;:$• i. <-♦B MITATIONS OP tI�E OF , - .. -: . P aay WAL-'SI��N_.A� eTfON " ®HV WALL SILd IN$j��TION 1A ON FLDRIOA fBUILDIN 0 CODE Yon' Nih VelocityHurricane ions ®2011 Ea1iTERN METAL SUPPLY, INC. . BERTHA VT- `L4L>;��IER;A ` IIC r /7TI E O Aw!i AccordiOn.Shutter System o)¢ I N e • V, 9LADE 1 W OR W/O 'H.V. WIND0T1 BLADE & H.Y. BLADE - ; N oEsealPlwN -ORAm1 Br. M.C.V. AI C AmsrICOA SI1Wff�Y Sy91iR19 - l ° TIWT TESTING &ENGINEERING COMPANY 6196 N.W. 3816, 303. W GMA RAWK-33146 Asseelatlonx Ina -. 1 OLD 06-132 12/02/LI GVEI 12 02 11 • t ,p - sL, S1e. OARDWS, Phone : (305)871-1530 . Fox : (30S)571-1531 4268 Westrodds Drive - 2 DRAWING No 3 {`d' �AIDP' L` a-mml: mteeooem.ecm West Palm Beach, FL 33407 S a sJQA,pU'��Y1t11/ WALTFA AWTI Jr. P.E 6 :. SHEET - ILOR DA Ua A 44167 .. aOF S,If4pV}TdgE/DATE 26 4 `y= NSSHEET r :MSTING I t i- (SEE SCFI3'TUL� 12) OUSS\ eras(D* I i i I ALTERNA I ANCHOR , FN)SH 19 (� LOCATION ., ©� 7 I Max. 3/e #I OK3/4' HE WASHER HEAD TEK ^'•{ .t- z'xe• MIN. w000 I T SCREWS ® 12" o.e `- c ..' ,-' •.` -,. _ O 1.3 OR - FlNISHUTALLOYYED) ECKEOGE 'R1 2' -1/4"0-2CX3/4" S.S. OF DECK _ 1° '-'I/4'o TAPCON OR -.': ,.-TAPCON WITH ADVANCED 1° . IRUn HEAD ' IF APPLICABLE Odin. PMACHINSE SCREWS - 0 ..,.. TECHNOIDCY - W/ 1{4"••20 NUTS- - 2" MIN. _�. 2- MIN. r /REAOFORM SBL PLATE =' 0 THR /EAOW IqR� ETRATON REgq t NIDWTDIN .' ®12 D.0 1/4°9 iPPCON OR TAPCON WITH ADVANCED THRFAOFORN TECHNOLOGY W/ 1/2 Min. PENETRATION OF THREADED AREA INTO WOOD DECK. D A (SEE SCHEDULE ON.SHEET 17) :. - (SEE SCHEDULE ON SHEET 16) -E Nf�A1 `�Ay Q HV WALL �IL'.INSTALLATIQN ". ®HV FLOOR INSTALLATION r LL I1 }STALLATION DETAILS : ON EXISTING WOOD BUILDINGS FORM HV & 'r MAX.' SHUTTER SI�4N L+ OR L— F' R INSTALLATIONS INTO WOOD WITH HV LIMITED TO 105.0 G S W�`L"'� RESIGN; PRSURE RATING FOR INSTALIJ110t�L WITH Bt enF a 1/4-0 •TAPCON OR I -TAPCON .WITH ADVANCED f ' THREADFORN TECHNOLOGY - ,4"x8' (Nfn.) EXISTING , W/ 1 1/2' Mn PENETRATION .. 1 W0013 TEL REQUIRED. _ OF 1N2FJ�OEO AREA TO - STRUCTURAL ADEQUACY n� O EXISTING WOOD HEADER. 1/4"a 2Ax3/4 5.5OF EXISTING WOOD BEAN (SEE SCHEDULE ON SHEET 17) PHI LUPS TRUSSHFAD TO BE CERTIFIED BY i t'Min TINE SCREWS REGISTERED ENGINEER OR/4+E(/-ARCHITECT PRIOR TO FA --Ea-•W/ I/4 -20 NUTSSHUIIER INSTALLATION.1 eR� TON WITH"ADVANCED 4THREAOFORM TECHNOLOGYn � eI Maa ^ ..' OFF0 AREA TETRATIONF�E�EO - �14x3/4° E' �.\ -1 ,OPTIONAL EXISTING W000 BEAM , S.N.S. k. a „NII (SEE SCHEDULE'ON-SHEET 1fi) O fi' O.C.ICE I or EXlmtic=l EXISTING MIN 2 GLASS; II HEAOF1t REQTO. NINT05f4ARAT10Nt I 1 OPEN HOLE AT EACH f 1 (SEESCH('OULE ON SHEET 12) f I - EXSTUD 'TO ACCEPT GLAMISTING —I 5/1fi 0 LAG SCREW AT CENTER OF TUBE. SQ HV WALL H eno r )N4ZT I eTtnr�`A i m 1 la NA EXISTING . -I `dF3aE aN :. r <. I twsspa Qy I CLASS-1 t s� as TSn Y - 1 E MEET 4 FOR TYPICAL SHUTTER ASSeTIBL i OR W L amaOm4�1 2-MOUNTING SECTIONS CAN BE COMBINED �> - - IN ANT WAY TO SUIT. ANY; INSTALLATION. ' L t .. ..c>. ( HV CEILING INSTA I ABON I OU HV CEILING NG •• MIN;SEPARATION 7- - ! W I T GR'®� - IWIN. SEPARATION TO GLASS ''(SEE.-SCHEOULE ON SHEEP 12) I I` EXISTING I. GLASS---, I CE (IF APPLICABLE) EXISTING WOOD —" TRUSSES OR RAFTER ® 24' O.C. REWIRED. EXISTING SOFFIT 3/4" Nnw. M CONT. ALUM. TUBE (6063-TB ALLOY) W/ Or ©Or O ECM /1MFTER OORI S TO ®+ RR f OR f I 1 I � , I, I Im U DECK RAN. WOOD(NO FINISH ALLOWED) IF APPLICABLE —� 1/4"0 Rh. TAPCON OR F.N. TAPCON WITH ADVANCED THREADFORN TECHNOLOGY F 1, W/ W/ 1 1/2' Ntn. PENEn1ATON ABLE I -2" MIN. OF THREADED AREA O MIOWIQTH OF WOOD PLATE DF USE OF � (SEE SCHEDULE ON SHEET 16) EET 2B ® HV WALK -OVER INSTALLATION FLCIR16A_ BUILDING CODE (Non Nigh Velocity Hurricane Ion s - 1 Q 2011 EASTERN METAL. SUPPLY. INC. rv` t x Q IL E C ®ZINC. AwSwSAl. TIll1T TESTING ENGINEERING COMPANY "ar10C11 Shuffe� Syitilins i ?7 STA 0 ss x.W. 3eX sw sa. xs, NRdNA rw0os RarouA mloa A8®OOIOffan. Ine e : (30s)s71-Is3a . Fax (�gs>871-Le31 4268 WestrOods Drive Penn West Palm Beach, Fl 33407 e-mail: Wtaeellaol.eem I E55�'� 1'`'4 FLORIDAAAIER u � 14416iE P.E.' Srkyr51GDJ¢t}JMYDATE DRAWING No 11-194 _7T CLASS WL = (SE 'sDsFT INSTALLATIONS (f)HV & - END LLAT HV 0 BLADES INTO 2 x4" MIN. WOOD STUDS. A7APCCN OR TAPCCN Ail; WIM ADVANCED THREAOM 2.4' NUN. WOOD IEY:TINOLOGY. nw GU3.0 ANCHORS a 610 C. SMOS RED W PENEmpON TO 1/2" Cox PLYWOOD IF NO SITLIDS Daft. —EASTINO GLASS /21 CO Cox �1/2- wK Cox PLYWOOD, .12 FOR EUVE(DANDFRTYTO (SEE CN U4X S-W 28 FOR Mir= IN SHE 12 FOR IIADEQ — f r r t a X, O\ X: '7� . . . . . . . . . . . . . ...... ... 2'.4' MINT WOOD STUDS REDO. ­4 /-E)OSCNC CLASS MN.SEPARWI To GL40 (SEE Cox — SCHEOLU SHOET FOR -T61 CONT. 1/2 NUN. COX AM ON 12 — 1/2 CLOSER pLym= ON SFMET 28 ON SW 25 N & VN.: PLATE. Tr BADS (Da RIO AT ElliInr of iWINI PIP aibw-r S.M.S. VIT 2. al I ir C., loxllr. SIM IQ O.C,1 IJWTH=. C4 7.. SEE'DETAG�K L MR DECONNECTM TO MvKs OR (D-0 -0-0.0-@- fij. �0 :E- D -CONNECTION END.CONNECTION-DETAIL (A % TO WIL AT i'&C. OR w a'. 9E.Oww(i)1 OR go SEE DEVYL X FOR gar CONNECTION TO TRACKS NO CAI END COHNWI10 DETAIL* Emnho N GLAS�j�,­ /4'0 TAROM OR TAKON I CR TAP �Ikllll ADVANCED THRENDFoRm, w;,iNfp&kkEO-TH Q OW READFOR TECHNOLOGY ffW BUILDEX TEONNOWdy ANCHORS V/ -M ANCHOIRS, W4 THIMADED Alooff SAL.- ww-STUDS a 32-.O.C. I..", .-TO STUDS,C. Ir D.C. IS FOR SAVO ON SfET 211 DES (Da 0, NANO CN SHEET 211 OR WALL 2" WALL -0-M. Z, MUDS Iwo. FINISH F m nV�TA -END C ON DUAL R Remolmillemlow, p, IFIA 11111 Wdw"M LEI 71 /TT 1� E C 0 INC. TILLIT TESTING ENGINEERING COMPANY 8M5 H.W. 35th. St., SI; ]5186 kSpA = MROINLA GARDENS. FWMQA 30 ( 5)87i 1530 . F.. : (30SWI-1831 Ut Q.."­ ........ ma: .. ED-0008719 WADER A. TILUT Jr. P.E. FLORIGA Ur 0 44167 ORC8)OR8CR L OROGROGRI5 YMA RIM Ar *Accn SWtar Systems . Association, Inc. 4268 Westroods Drive West Palm Beech, FIL .3.5407 1" WIN. 0 STUDS. APPLICABLE) MSTING GLASS MN. SUIARM To CLASS SMIMU MMU 12 FOR MADE al SHEET U MAXS(D&F END CONNECTION DETAIL 66 .1 +1EQUIRED MY FOR _SFM-9 0MOM THAN 12.-0. SEE' UMjjAT1ONS -OF USE OF BLADE &,ON SHEET 28 1 Q22011 EASTERN METAL SUPPLY, INC. BERTHA HVTm Accordion Shutter System BLADE it W/ OR W/O H.V. VANDOW BLADE & H.V. SLAD N DESCRIPTION !I&TE1 DRAWN ISYI M.C.Y./ OLD CB-152 21,1DAM 12/02/1 DRAWING No 11-194 - �r - t -Yi F 1 ti t ( t .r. ... _ --'�I--T�n .gin t ER A: TJt Q 1" S7A7E (?�� j P E . Sb94 Sf_ !!TARE/DATE Y t � z a a C� c o * NOTES ON HD `LOCKS AND CENTERMATES: 1. MANDATORY CONDITION i 'L ONE 34 H.D.. LOCK SHALL BE USED, FOR ANY SPAN AND INSTALLATION AT HEAVY DUTY SYMMETRICAL CENTERMATES, ( 1 OR 3 +� AND AT ANY, ELEVATION..3��34 HA LOCK MAY BE USED AS AA INSID OR`OUTSIDE LOCK, ATTACHED TO. 3 HEAVY,DUTY SYMMETRICAL CENTERMATES WITH (3) #0 r, 3/8" LONG FLAT HEAD S.S. M.S. LOCKING RODS, -ARE NOT MANDATORY, i.e. THEY ARE.COMPLETELY OPTIONAL. 2.CONDmoN Z; LOCATION OF H.O. LOCK SHALL BE AS INDICATED_ ON SHUTTER ELEVATION, i.e., FORS UTTER SPANS UP, TO 105". (3� H.D. LOCK MAY BE. INSTALLED 'AT MID HEIGHT OF SHUTTER OR 'AT 12" A'SOVE OR -BELOW MID -HEIGHT OF. SHUTTER. FOR SHUTTER ,SPANS GREATER THAN 165", ®H D ' LOCK SHALL BE • INSTALLED AT MID HEIGHT OF. SHUTTER POUEm_ CONCRETE ANCHORS C NC TTEQUIRED t F(6EE SCHEDULE ON 1/4 9 20x3//4 •S S - .. - ) ( SHEET 26) MACHINE SI:REWS USING { .I , ,.. :. 1/4'-20L NUTS Q 6 0 C `. POURED C CONCRETE ONC ANCHORS C CONCRME (SEE SCHEDULE ON SHEET 36) j 1` REOUIFED _. _ f N *' •� MuL 3 ' ' EDGE OF - I SFP/RA7gN -' , 2 SLAB IF TO Glt1! I ` iB E O• - APPLCASLE fEPAARRAIION , ^O - - i (5PE SCNEOUIE LS1E SOaDUt6 - a� ax mf n- `fr9NSHlI:T25)$ - EXISTING! - 7 l CLASS EMSTIGLASN +�OFTIONAL - —._O .,EDGE OF . i I cuLss APPUOAe�(E . / EDGE Oe Y.• f zt s�. L1Xi d , MIN;, APPLICABLE S* !." - 1t 9.7 <�S. 1•� }DG !Y� �1GAIWSN.. - _ - onsrtNc (^it AS 2si I TON S POURED { POUREp CONCRETE CONCRETE ' FLAT HEAD CONCRETE ANCHORS REQUIRED FIAT MEN -CONCRETE ANCHORS _ :.•, - REQUIRED (SEE SCHEDULE ON SHEET 26) (SEE SCHEDULESHEET 28) 4 HD WALL HEA9ER IN�aALoT10Pi v.® jj j�NCkj 5� TION HD- WALKm-QVER INSTALLATION ® Hb OILING INSTAtwLATION D r . IXISTING - MN. f TAJLSSf� , _Y m OO ' SEPMATION i O2 >r s it (SEE'$-. +[nne i (SEE3ldiE0lNE _ ti To GLASS _ CN SNFET 15) - (SEE SCHEOl2,E _ EXISTING - - - ON SHEET-15) 4 k 1 - I - OlASS EXISTING GLASS—_J' - • : .. l .. a _ ' ALTERNATE OPTIONALS'. I i I , A14%3/4° HEX i LOCATIONN, y14%3/4' HEX WASHER - .. "WASHEEAR• HEADHEAD , scma ® . - I I I , tqc fy o n a ° TEN SCREWS. 8'' O:C. ONCREfE"ANCHORS - (SEE SCHEDULE ON - t t. x3/4 }1EX HEAD � SHEET 26) • • ° ` --' r i 8 tEH. SCRElYS (9 7 0 C - OR.Tf49-20,513 N5 EDGE Of:—.' l ' CONCRETE ANCHORS,{ 1•. . W/ NUT p...S O C (SEE SLAB SCHEDULE ON APSLAB IFPLICABLE E�/ I '. .1; 2'MOE OF I/4 o-200v-4 S S 1 - ' SHEET 26) - APPLCABLE , 1!j 1 - PHILUPS TRUSS HEAD _ - :p a ,� �:.ICANCRETE_ANCHORS MA.CHINE"SCREWS `y , . POURED USING 1/4 -20 _ ' " ' - CONCRETE - - - - r pOIIRED CONCRETE ,(SEE SCHEDULE ON ; I EDGE OF E. D. E. a. * - CONCRETE ITS ® 6 .O.l: c + REQUIRED - -- -a. - APPLICABLE a GG HD FLOOR INSI ALLATION . H®: WAl } "SILL INSTAL! aTION , co�cisEr a o�m :r s NOTE COR GOMSIN TON OF E�OON ., - .. ' ®i RAINGUA D INSTALLATION' TA S�+ `.` x x ,t- SEE SNEE1' 21 �Ok TVPICPL SHUTTER -. D�OAL1 Q 3L8 1 ")r� ' AS6ENBLY , �.E.D ,EOCE,OISTPAIL'E �, . INSTALLATION ®HV BLADE' ,2 MOUNTINC'SECTIONS CAN BE COMBINED `. (SEE SPECIFI6nONS„CN, SHEET 26) s - I - A. G` FWRIDA BUILDING CODE Won High: VeiocitHurricane Lone 62011 [:ASTERN METAL SUPPLY, INC, . ft��r R TM .� Accordion shutter System a IL E "O �K�. A.S.SuA' ' f Lt js� H.V. BLADE 1 W OR W/O H.Y. WINDOW BLADE dl H.Y. BLADE " + 4 �nij TILLIT TESTING ENGINEERING COMPANY Amorfcan ShuHnr 5stema ' IF o D DRAwN er: M.C.V. A.o tm a s "• "t7 "S7q bsss N.W 36W. St.. s.. =. V&GM rMD13, FLOFWA 33165 Aesooiailoe, Inc. I OLD 0e-152 12A2/11 GATE, t2 02/I I ' Phmt i (305)871-1530 . Fax : sos�e�l-tsar . No 4268 Westrotlds Drive 2 - wA(s 11L a maM 0006eoel,pm West Polm Beach,FL 33407 s .OfIJ R, �xx WALTER A TILT Jr. Pi • ` DRAWING nA ` t11 19 P.E.' SE7FE $ , . • G BATE FLORIDA u SHEET r x - 2 - l - - SEE NOTES'ON LOCWNG RODSF LOCKS 0 �e W IIIIIIII ®P= WN MW . . I . . . . I . . INN- - -, _ '- A 201 U 'OR V33 R I (TR 7 YA DA M —ff 64 --HDC HVC� 7, NG CLASS OUT SYMMETRICAL TERP ATr (o ON&),. HD CENTERMATES '7 7-7, -7 W/ M�*- LOCK (lt4TER[dR-)' W LOCK (EXTERIOR '? Ullf.SEPARATION To ON,,SHEEr 25) (SEE SCHEDULE X CONiREiE/ /ANCHORS C. -7 AR Wr 6,1/2 MAK.- S K JHV kit % POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CABC lu.. N;.k V.i—lf. n1mr. A, 2011 EASTERN METAL SUPPLY, INC.. e/A BERTHA HVTm —q- Acc 6rdioii Shutter System H.V. 8 il Wl OR W/o H. WINDOW SLADE & HA&U C TILLIT TESTING & ENGINEERING COMPANY DMC OPAW14 Ekylj�,CV A.0 L American Shutler Silo erns OLD 4*5 N.W. JIM. St� Ste. M. %9ROM GARDENS.FUll" 3310 Fax AllllioaTotlani, Inc.. 4268 We strands Drive 2 is (305)871-15M 71 (3M)B -1531 s-nall! tilta-ft"I.CO West Palm Beach, FL 33407 DRAWING No 3 871, il-yi 194 WALTER A T111IT " P.E FLGIWA U. 111 44167 I SHEET IP 23 OF 28 6 V V, "N 2. 3 . 2. POURED CONCRETE OR I� POURED CONCRETE CONCRETE IV 7/ p /_ PR RED CONCRETE BLOCK WAIL OR CONCRETE O CONCRETE REQUIRED BLOCK WALL REQUIRED / BLOCK WAIL REQUIRI:D EXISTING GL -S • /-t711STiNG GLASS `CONCRETE 6 CHDOR•-4.- EXISTING GLASS MIN NIN. EO GLASS TO MINT SEPARAS ON ,. I. .MINA SEPARATION 1/16 x3 MAX.- - SEE SCHEDULE TO GLASS ,-, _ (SEE SCHEDULE ( / (LOCATE ATi (SEE SCHEDULE -6°ABLUM 6CLOOSER ' ' ON SHEET 25) / \ ON SHEET 25) 1/2" EITHER S1DE s ON SHEET 25) PLATE (LOCATE. , 1I2° AT EITHERSIDE MIN. \ ♦USE 1"OP 2`MIN OF MAX. < p141/2`'S.lA 1 _ •. 14x1�2. S.M.S,- - I ---- - (AS APPLICA:JLE)rtY xx1/9°xO'-2` ® O C 18 0 C ALUMINUM CUP ANGLE t- i} (6063-T6 A.LOY)-AT MIDHEIGHT 1I'I" S.M.S. ® TOO& t,4 (2)1/4°0 TAPCONS J �1 - - SEE DETAL X FO -ANCHORS TO WALL AT I" O.C, , - • SIDE CONNECTION ® - (LOCATE AT EITHER SIDE OFQ4 ) t = SEE DETAIL X FOR (� TO TRACKS - SIDE CONNECTION SEE DETAIL X FOi3J i TO TRACKS. .. SIDE CONNECTION ` � O QH_ ®°R 6 r OOR OR + A--r,) + � OR TO TRACKS Y t 4 t EXISTING CLASS Z � MIN. SEPARATION TO GLASS --) (SEE SCHEDULE j ON SHEET 25) OR n� . °_ s �+ ® _ _ V N_`i' - END CONNECTION DETAIL END C1aNNECTION ,DETAIL 2Q END CONNECTION DETAIL �3 END CONNECTION DETAIL 40 ♦ REWIRED 014IY FOR SPANS GREATER THAN-12'-0° ' I K PWRED CONCRETE OR c POURED CONCRETE OR _- i CONCRETE BLOCK WALLS - CONCRETE BLOCK WALL ' x REQUIRED REQUIRED _0 {{ EXISTING GLASS - LNG I �— EXIST XE :SDQOR laMIN. SEPARATION /v (1/2" (SEE SCHEDULE TO TO ;GLASS- CONC MIN ;.,. SEE SCHEDULE. - ANCI.OR 41 . ON SHEET 25) 4Z ., CONCRETE ONSHEET 25) -T2 O.C. - ----- - - a ANCHOR ®:. 5 s 6 OR ORi§ Y �- z" 1 2" Mom_ . x:, i f 2 MIN +: ,.� -'•` - VIE 2 MIN-- .DETAIL� w END INSTALL,00H } HV B Q°R® s +:O°R O°�O�®+�°� (2� LADE 'INTO CONCRETE OFF { +� OR CONCRETE BLOCK .WALL, ®Q� r END CONNECTION DET IL` 5 -END CON m C DE I © Nfli h Val aci rn Hurrica FLDRIDA BUILDING CODE (Non 32011 EASTERN METAL SUPPLY, INC. re=6 IL ECOIN1. j STATE `TILLIT TESTING & ENGINEERING COMPANY s �!' $sss 13 , 305, 11RGNA CAFMI S. FIOROA all [, RID Phone : (305)871• 1530 . FOe t (305)871-1531 e-mot: GlleeoAool.00m' _ \4 1 .' WALTER A. TILUT Jr. P.E. f FLORIDA u� a a+1s7 P.E: SEAL%Si(3PtRa2fRE'%DATE A-11111S.&A. -Accordion Am®rioan Shlitt�r Syst�me' Association; Inc: 4268 WestroM Drive West Palri Beach, FL 33407 men H.V. RAN1 W OR W ( EY.II OESCRIPi ON 1 OLO Qe-fen 2 a DRAWING No 11-194 - doer MAXIM LIM SHUTTER SPAN k INSTALLATIONS tN/ _�Q$�; , :, © OjR , NO tW� OLOCK LOCKING RODS ®♦ ` wv0i+ut calsslac jpa�.�t j. CONCRETE: d< CONCRETE BLOCK, -..INSTALLATIONS �.. . FALL MOUNTING CONORIONS 30,,OR LESS . t4 10 ::-18'-10°.• •✓" 115 20 I V-2 7-777777777 )y6r�L erte�ED e , _ POUREO CONCRETE (ELT 22) [FLnOOR/60UNG AA & EE 88, CC, DD, Ff de GG WIND ZONE . ASTDd" E-1996 MINIMUM - .:.SEPARATION TO 'GLASS 1 THRU 3. TI' 4 x FLORIDA BUILDING CODE (Non Nigh :eloei[y Hurricane Zoi 0 2011 EASTERN ,METAL SUPPLY, INC. _ �> t�: r BERTHA HV P y 113 T , •, ... 7 4 %� S: ■ j� Accordion Shutter System FIN I3iADE fI W OR W O H.V. WINDOW GUIDE h H.V. BIRD American Shuttai Syatama dt aiPno o T MWN By: M.CN. . TILLIT TESTING a ENGINEERING COMPANY nxma:caaoExs, AOwOe 33,e5 A0aaa16Non. Ina._ I OLD OO"f52 12/02/11 GATE. 12/02/1 Ph na . (305)8T'1-1530 , Fox : (305)en-:53t 4268 ,Westroads Drive 2 1 a-mc2: NtecJ®ooLcom West. Palle Beach, FL .33407 3 Ee 00o57tD WALTEA A P.LLrr Jr. P.E. WI D No ,., t �lFLORIDAllc. i 44157 5 D SHEET 4 ATE L Rd couri+o eraue =. MAXIMUM ANCHOR*ySPAGING tin.)- SCHEDULE FORA IV .a rAPWN MAX.- SHUTTER 'SPAN. 64AxIA!LM A:S.D. DESIGN PRESSURE ' 5 a TAP00 XL '.RATING AND. A C`l)RRFCPt)NDING' MOUNTING TYPE �QR GONGRETE IN$j&sTION - ' a POURED CONCRBSE MAXIMUM ALL MOUNTINGS. -AA THRU, G, (SHEET' 22) ,SPAN (ft) ,.USE MAXIMUM VALUES.,-'_BETWEEN`.POSINE AND NEGATNE A.S.D. DESIGN LOADS 50 OR;lESS ,, .:>50.,TO '90,. 120.. >120 TO 160 >160 TO 195, s 8 4 1/2 3 8 1/2 9 - OR kLE55 Y 12 8 6 4 3 3/4" >8 -9 UP TO r x TO 6 4 4 p L 4 3 1j2 - t UP TO t t8 0 7 i/2 5 1/2 4 f *SPECIFICATIONS ON. ANCHOR -REQUIREMENTS:- POURED CONCRETE SUBSTRATE, (A) ANCHORS TO WALL SHALL BE AS FOLLOWS: A.1) TO EXISTING POURED CONCRETE: (Min, f'c = .5192 psi) - 1/4"0 TAPCON ANCHORS, AS MANUFACTUREJ BY LT,W; BUILDEX - MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON IS 1 3/4% - A.2) TO EXISTING POURED CONCRETE. (Min. f'c 28B9 pal) 5/16."0 TAPCON XL ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX. MINIMUM EMBEDMENT INTO POURED CONCRETE OF 5/16" TAPCON XL ANCH13RS IS 2 1/4 - - A.3) IN. CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS,. PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR; ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTE A.1) ABOVE, FOR INSTALLATIONS ON VINYL SIDING OREIFS CONSULT THIS ENGINEER - (B) ANCHORS SHALL BE INSTALLED FOLLOWING ALL Cf THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ` ANCHOR'S MANUFACTURER (C) SEE. BELOW FOR MINIMUM' REQUIRED EDGE •DISTA14CEf FOR.ANCHORS. MINIMUM REQUIRED EDGE DISTANCE- FOR ANCHORS- . _ MAXIMUM ANCHOR -SPACINGS ARE VALID FOR 3 EDGE DISTANCE FOR 1/4 .0 TAPCON AND 3,5/8", EDGE DISTANCE FCR5/16"0-TAPCON kL' ' HV -BLADE'' ONLY V l'10ine of w n1uiri rtnnr rY _ N: 6 f_ rn j 1 1@ NS R27TI 7L 7EC b //�� /ylr��lr��� H.1 Amellican Shutter Syntelins �� STy OF TILLIi TESTING & ENGINEERING COMPANY fi355 lLW. 36 h 8L St..305. eRaoaA aARDTns FIDNDA Inc .,` �y--Ty^.- �(�t') MISSAn6clatIon� Phana : (705)871-15,M , Fa. 1. (305)871-1531 4268 W6stroods Dfr\a 4 �14 p`' a-maEItBlOtaaOae=eam WALTER A TRUT Jf. P.E West Palm Beach, FL 33407 i I i ALBA P.E_ SIGN DATE FLORIDA Uc. 9 44167 a DRAWING No 11-194 SHEET ' I. I i2 MIN CLEARANCE ! 1875" . .: ------- -- Tr----------- .0 R 625, To eaoe.Toq 625 .0625 o j EXTERIOR I LOGE ' ! l A ,' _ 0625" .. I MY WINDOW BLADE SECTION X-X SCALE: 1" - 1" eIADEs - r t! 310 OPENING.= 1875 Y 4 POLIYCARBONATE IMPACT R . 19611T HV WINDOW 0.0625"�� BAYER MAKRO_ON 3103 POLYCARBONATE ` i-- Eo { Ea # s RESINS, W-S ABILIZED GRADE OR SABIC " # TTAT`PORnoN :" INNOVATIVE, PLASTIC LEXAN 103 RESIN �, I (SEE NOTE F. -ON SHEET 28). > ; 4" txr>:RIOR 1.3750" HV WIN001Y iI / I f /I f53/4 rl f 27/8 MIN - - ± 2 1/4' _ `�' ' SEPA{LV10N y u - I CLEAR x BETWEEN > ..BETWEEN I V •. OPRimGS 'I ;'.•I 0625 yj 03,0000 03.7500 0625" Y SECTION Y Y SCALE:' 1 1 .7500" / EXTERIOR ELEVATION i SCALE: 1" = 1" P01_YCARBONATE SOURCES FOR 4 - APPLICABLE RESULT TYPICAL PROPERTIES STANDARD G\WA S•AM INNoalft . REFERENCE NATO- /. - 3103 LLGN.xAOI°rI ]10.1 I TO IEFAN Io] AE9N SPECIFIC GRAVITY u r HAN A . ASTM_0792 - 0.043'1E/In' 0.043 IE/il? TENSILE YIELD STRENGTH.: ASTM D53B ®,400 p,s.l. 9.500 P.S.I. FLEXURAL STRENGTH AT YIEW ASTM D790 12,500 p.e,l, 13.400 pa.l, FLEXURAL. MODULUS ISdPACI ASTM D790 340.000 p,c.l. 345,000 paj. NOTCHED IZGD ASTM 0258 16 FT-lb/In t7 FT-lb/in FIRE SURNING CHAR T-RIsrCS1 SMOKE DENSITY _ ASTM 02043 47.2 R •64.5 1i MAX RATE OF BURNING ASTM D835 C-I CLASS C-I CLASS SELF IGNITION ASTM 01929 1040 'F 980 'F ASTM 61!i5 TENSILE STRENGTH AFTER y:FATHERINC ASTM 638 9302 p.a,i. 88 40 p.➢,I. TENSILE STRESS BEFORE WEATHERWC ASTM 638 8461 ps,1, 884D P.I.I. ESE T�`PICAL HV WINDOW BLADE _ .. '.--..�Pt)LYC. _ AND i.' SCALE.3/8 ARBONATE HV WINDOW DETAIL FLORIDA BI ' 16 EC O A®S.S./�. i1 p g' : Amaricch Shuttlrr Syime e TAtX TILLIT TESTING &ENGINEERING COMPANY si9s N.w. ]aIA se., W. 365. NRlatnA GWttFNS. FlAN04 ]]186 %lOOlOf1I0T1. Ina. - - rBilq �-L, Pnene : (3o5>a7I-Is3D . FA■ : (305)87I-I531 4268 Westroads Drive' Qi411 .-man: wM000°oleom West Palm Beach, FL 33407 WALTER A. TIILLUT P.E. ® 2011 EASTERN METAL SUPPLY, INC. Accordion Shutter DRAWING No 11-194 ELEVATIO T 'EXISTTNG GLASS Ll MIN. SEPARATION To GLASS _ _ _ _ _ _ _ - .1 ON SHEET 8 FOR 1HAOE5 m ® . _�__ QyyENIE�n t'A-ORD10N au fi1rR averDRIKINGI IN UNhII]N WTTFI NV WINDOW AI EDF BD 1. Max. A.S.O. DESIGN PRESSURE RATING; +110. - 110 P,e.l, 2. MAX. SHUTTER SPAN: 9B" .. 7. ALOWED MOUNTINGS: A. D. 0 & H ON SHEETS 0. 7; AS WELL AS MO N, O, T. U k WR®KO'PN1. SHEETS IB @ 19. ERMATES ARE ALLOWED WiTH UYOJTY CAM IN A S11ETINCLUDED ONLY A�1NOroOUT. IN CASE O 0 PObNG R ACCESS SIDE OF CENTS 5. (A) HV WPIDOW BLADE 1 SHALL ONLY ALLOW A M.VGMUM OF B OPENINGS (3.0 HOLES) FOR © PER E AT SPACINGS SHOWN ON SHEET 27, (S) MN. CLEARANCE FRQ`Q TOP OR 60T1'0!1 EOOE OF HV WINDOW BUOE OF ANY 3"0 HOLE FOR. SWLLL BE 12" (C) •IRST OR L§ BLADE COMING OUT FROM STARTERS At ENDS MAY BE HV WINDOW SIADE 1(�1 (D) 4V WINDOW BLADE Q MUST- BE USED ALTERNATE TO A SOLID HV BLADE lO THROUGHOUT SHURER'S WIDTH. (E) GE TES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID NV SLADE I AT EITHER SIDE OF THEM. (F) POLYCA.RSONATE HV WINDOW 9 SHALL BE INSTALLED SO T TABS FACE THE INTERIOR OF THE OPENING BEING PROTECTED, HV WINDOW B4) HUST BE ONLY INSTALLED AND LACKED USING A W SETTING TOOL PROMO BY ASSA INC. 6. S:Y ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME SUIWNGS ON SHEET 16; AS LIMITED BY SPAN,ANO ASJJ DESIGN LOAD -(SEE NOTES 1 A: 2 ABOVE), 7. SIX ANCHOR SPACING" SCHEDULE FOR INSTALLATIONS INTO POURED ':CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 13 at t4 AS UNTED BY SPAR AND A.5.G DESIGN LOAD (SEE NOTES 1 @ 2 ABOVE), B: MNWUH SEPARATION TO .GLASS SCHEDULE. PER ASTM F1000: YAW 20NE NItLA1UM SEPARATION TO GLASS 1 THRU 3 1' 4 6,25' 2Raw — TYP 6 P . ~SYMMETRICAL OMERMATES 1 W��GR' 9 AND ®� W/O (SE NOTE 4 ABOVE) > PLAN TYPICAL 1 Hy BLADE WORKING IN UNISON WITH HV WINDOW BLADE (1A SH ITTER It'1 nbinA bl lll'nnVn AAA! Au U. U U d� IL ECO uac. TILLIT TESTING h ENGINEERING COMPANY 6355 N.W. 36N. SL. Ste. 3G5. MFIGBBA GARDENS, FLORDA 331BB ,T�--1.5 Ph— : (3D5)B71-1530 F01 : (305)871-1531 e- a: GItmo..1.a EB-OWB71B WLTER A TBUT Jr. P.E. rn.Tr FLORIDA Lk. # 4-167 ' AwS wSnAm American Shutter Sptems Association, Inc. 4268 Westrocds Drive West, Palm Beach, FL 33407 1 EASTERN METAL SUPPLY, INC. D RAWING No it-194 /f1pURED 4ANDJUM ^.:., �: ' .. VARIES-• _'I .: �iLLAI _ . 6.. 1/2 a 0.035 THICK_ - - Mi ASOd A-853 ORAOE,40 Mox.;- ':. ��" „ ' . . '• tan. 0-60 GAY. STEEL METAL STUDS At 16 0.C:: c 6 O.C,/ 40 41 ' 1/2 ' -I w 430 12 • AEOWRED NIMutAd. nun. '_ 1 3/4'x 8 I/4'x 0.035'_7"C'K. w1r. l� 8' O.C. r, • CONf. aAY. STEO- TRACK'Hwlix, I 430 I ASN A-653 GRADE 40 tan: c-8o� p• g^ - CA ZED,FASTETIED To rim �"p I - w(?l P6a1/2• Tqc scl>EY5 off , • 39 1EKIETING FINISH 7d INTER6..R^ & EXTERIOR FACE I - AS APPLICABLE - I FASTING til/1SS=--� MIN. SEPARA710N� . TO GLASS (SEE SCHEDULE) - �'• _ • �. , .-: i'EXISTING FEGIAREO FINISH APPLICABLE ,m. a6nlulan 1/4'x 0.035 TFECK MI I �,. , .-/ CONT. STEEL TRACK• CKWE41 • 43C ' 43v - . , I GRADE 40 L6n. C-60 , , I - FASTENED 10 SNOS... I' 0 6' o.C. —I 1/2' TEK S RM ON - 1° - 1' EXTEROR FACE - r Min, o. 1/2'12RED _ MWLVLIM' .•-..o fib.. . INTO METAL STUD (MALLS * FOR BERTHAMW BLADE ACCORDION SHUITER SYSTEM INSTALLATION TO METAL STUD WALLS 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 p.s.(. 2. MAX. SHUTTER SPAN: 84" 3. ALLOWED MOUNTING: @ON THIS SHEET, 4. ONLY NTERMATE 21 W/ 24 HV LOCK ARE ALLOWED WITH 21 ARRA GED .7 A S METRICAL LAYOUT. USE 0 (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT XTERIDR OR INTERIOR ACCESS SIDE OF CENTERMATE. BLADE SLACK DETAIL HVF IS VALID FOR CENTERMATE(21 APPLICATION WITH BLADE 10 6•x -1 1/21. 0.035'.THICK vAwEs ® 6' O.C. - Min.-AMM'A-653 GRADE 40 Mn. c fiD caR Y, STEEL I MS WALL.HEADER,.51LL INSTALLATION '1•fETAL sruDs at IV D.C. A. LEXISTING QASS l Min.) -1 2,000' Max. m• oP NOMINAL ALUMINUM SLEEVE 6063'-T5 ALLOY WIND ZONE MINIMUM ASTM E-1990 SEPARATION TO GLASS I THRU 3 )" EXISTLyG -FINISH AS APPLICABLE v(TYP. TOP S&--BOTTOM) ::'< ^I SYMMETRYCAL I' ;CENTERMATES—VY/ INTERIOR ACCESS SIDE';+ ' - a.L.r..7z .eaex .R IL EC O , mr. `1&7 x TILUT TESTING & ENGINEERING COMPANY {�•^•..A URI N.W. 2n, St. SW. 30, V A OATHS, FIDROA 331e6 Ph4ne G (305)871-1530 . Fex : (]OS)871-1531 e-meEB-0008191.com 4 II WALTER A. TILUT Jr. P.E. Cpj�7, GPIHI U ��IJATE FLONIOA LP--. 1 44167 1/2' MAX. SLACK _3.000" L MoX. T- 4]e LENOTN t 1' ® � f 4"0-20)t3" 60LT MUST PENETRATE 9 1" 1.373' 0 250° 1- 050" d .T—I �y L1/4.0-20 THREADS 43 1 /00 ELCO CONSTRUCTION PRODUCTS FAR—LOK HD • '61_► SCALE: 3/8'- 1" 1 3/4% 6 1/4'x 0.035" THICK Mr. - - O T. GALV. STEEL TRACK CHANNEL, ASRJ. A-853 GRADE 40 Min. 0-60 GALVANIZED FASTENED -TO STUDS ' W/ (2) 16x1/2' TEK SCREWS ON INTERIOR & EXTERIOR FACE 4 LOCATED AT l7 HV HEADER/SIIYENOS VIEW Y SIDE CONNECTION TO TRACK A.S.S.a. American Shuffer Syatems Association, Inc, 4268 Westroads Drl•Ae WesL Palm Beach, FL 33407 0 2011 EASTERN METAL SUPPLY, INC. BERTHA HV M Accordion :Shutter Sy DRAWING No 11-194