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HomeMy WebLinkAboutSUBMITTED PAPERSDATE: / _ RECEIPT: V I PERMIT NO: iL PLANNING & DEVELOPMENT SERVICES DEPARTMENT aI BUILDING & CODE REGULATIONS DIVISION a 2300 Virginia Avenue vQ" Fort Pierce, FL 34982 772-462-1553 SCANNED APPLICATION FOR STORM SHUTTER PERMIT St LUGS CoG m ff // y 1. LOCATION/SITE ADDRESS: St O P M� 1 A +� 1-( -KACIL 2. PARCEL ID NUMBER: 33Z� - -70S' - 00 1 (. U c3 O - 7 3. DESCRIPTION OF PROJECT: c�K�a 1 k 1 A 7i( �Ct,�� 7i aN•-� cap�wc S 4. TYPE OF STRUCTURE: SFR: X MOBILE HOME: OTHER: 5. OWNERS INFO�R/M�AATION 6. NAME Or.%ol ADDRESS: 'qk cA CITY: -Psl- STATE: F4-• ZIP CODE: 3 qQ8 Co PHONE: SZQ - 1 (ZQ EMAIL: Type of Surface attachment: Wood Frame CONTRACTOR'S INFORMATION FL REGISTRATION/CERT #: (! P_C COUNTY CERT #: ZDAJ 4 3//�� BUSINESS NAME: r�I,�4r, At'"^• G,10 PHONENUMBER: %%2 ' Z�"►'�pf-(i:o EMAIL: �fIJ4•+ �4w 1 �S1•�.. �(KT�CdN+ Concrete V, Masonry Other PRODUCT TYPE PRODUCT DESIGN PRESSURE PRODUCT APPROVAL # REMOVABLE PANELS Coc7 I'` 11 9 b M ' 1 ACCORDION -r (oil ROLL -UP FABRIC OTHER [ 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 ONBACK. Q 7. VALUE OF CONSTRUCTION: $ KOCD PERMIT FEE: $ 0 "bo 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 zoninc,\ f J —�tira L . 3 - i3 ri ¢ .r PRINT NAME OF OWNER OR CONTRACTOR/QUALIFIER STATE OF FLORIDA, COUNTY OF 6x- "C''*- ACKNOWLEDGED BEFORE ME THIS ZJ4- DAY OF" 201 L BY, I ATURE OF 3 6rWHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED AS IDENTIFICATION. SIGNATURE OF NOTARY TYPE OR PRINT NAME OF 1, TITLE: NOTARY PUBLIC COMMISSION NUMBER_ ARY KENNETH R. ; rt,tPP P� I NG Sy6tpp OMM SSION # DD 803187 �J IRES: November 3, 2012 Bonded lhru Notary Public Underwriters NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS 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 fi// C. js.�td t SHUTTER"SCHEDULE APPROX #OV # OF HEADER ` REINF. I.D. OPENING SIZE APPROX _ SHUTTER - APPROX STORM BARS ANCHOR WINDOW_ . BARS REQ'D - KS - NO. (WxH). WIDTH HEIGHT ." REQ-D. SPACING EACH SIDE YES/NO 1 - 68 x 97 i 78.5 105 b !,J • : !S� AC. ..........__.... . r _..---_.;_...._._._......_.__..__._..._..__..._.__..._................... 2 I 68 x 73 __.....__._._.._. 78.5 1 . ............._....._......_.....-f'...:.._._......._w.- 81 -_`....__....:...__............._._.__.:...... �o_ 8 1.. ,......:__....__,..._.................... IAC • _ 1...... ......... ......l........_..._ ....... ...-- 15 165.75 126 J IAC ..........._149_x._�_�_8 16 .............._ 36 x 97 .......................... 3 ....... ...... _....._...._......._................_....:.,.........._..............-_. 105 _.._1._......:.................._._......... _........_.._...........................................;....._._......._...._............_...__........ b5b . ....... _.. 17 26 x 95 2.5 103 OZ q jSP 9r 18 53 x 95 4.5 103 !SP h� f l 19 26 x 95 2.5 ...... ..... .._ 10.3 ..............._................_......._.............................................................................._....................._....._...................__... _........... .... ......... sp ................... _... ........... ........... ........_.......... ...... _........_...._..._......_.._......_.. ...---- _...._20 53 x 95 .................. .............. 4.5 103 I ISP F -._._.... ......_.__..... 21 .................... ........ ..._.... _......__ 74 x 97 ..................... ....._......._.... 6.5 ........... .............. _...... _........__ I 105 ......................................... ... ............. ......__....... ..........L....:..............._...................'.....>.. ....... ..... .... ........ ...__....SP...._......:...._._._........................_.........._......................� �1 22 37 x 98 I 3 I 106 SP PS 23 74 x 98 1 6.5 1 106 SP 24 37 x 98 -----3---36 --- �. --- - -_ -- --- jSP 1 25 ..............._._._...__.........._.i............ 42 x 42.._. ..................... _......._.............._.......,..........._......._........ ; 49.25..._......_j_._.......... .. _..... L.........;...._.............._.,.,..L.........................................,._...................._.................................__._tt............_........._.._ AC...:_........_.. ... .... _...._..--- - -.............--- ._.... 26 L..... I 37 x 51 - 46 ( 59.._._._._.-_. ... _..:....- ..._......._... _. _...-....._.... ...._......_i ............._......... ._..___..-...1.... .... ..... ... . _................ .. ..... AC 27 37 x 51 74 46 85 59 j 59 I AC AC 26 ......_.. ....._....................� ._..._._..._ ....__...._........ _ .............. ..- ...._. _� 29 37 x 39 46 ........._..............I.........._....... 47 ............ _... _ IAC .... _........_..._............... _......-... _.........._....---......... _..__._..... __.._.-.f - - -... 30 (.._...._.__....._ _ . _ - --......... 112 x 39 .._........_..._.__..__....._............_._ ( 126.75 ..............._.__ 47 ....._...--.................. _... ......... :.. - - ........ _............. ......_...._..._..................... ;AC ! ........ 31 .._..._..._......----------- -'--- 149 x 54 -'... ,_............ -_...._ �_._...165.75 .._....._....62 1 • ALUMINUM & SNU7TER CORP. 0000 .Bid Proposal Bid Date: 3/23/2012 3( )E Gran Park Way * Stuart, FL 34997 F` e: 772.287.6476 Fax: 772.287.9740 . www.gulfshutters.com License #: CRC058017 Prepared For,: "'.'Bid Information. = Name MR. & MRS., ERROLD DUROSEAU _Bid Type HOMEOWNER Subdivision PGAVILLAGE _ ^ _ Job Name _ DUROSEAU RES., Job Address 8101 KIAWAH TRACE.' Installed ❑�' Phones Home (772) 529-1129 _ City -State -Zip PT. ST. LUCIE, FL. 34986 Sales Person KENNY KING T-opening Finish OPG #I Type I Style Width Height Width Height Bid Item Description 1 ;AC jHV ! 68 97 78.5 .105 Color: White; Trk: White; Locks: Out WALKOVER 2 jAC HV i 68_ _ 73 78.5' —4.5 81. Color: White; Trk: White; Locks: Out 3 !SP 4 SP ~,050 050 Aluminum Aluminum 53 53 84 84 4.5 92 -Track 92 Color: White; Hdr/Bot: H / F Track Color: White; Hdr/Bot: H / F 5 �SP r50 Ahimimlm I R..ri RA I Q1 Trnr4 f'^1— Whif.- P.--r—L• Q• LIA.10-+• u I Dcn V 6 ,ISP 1050 Aluminum 1 53 63 4.5 71 Track Color: White; Hdr/Bot: H / F 7 ISP 1050 Aluminum 1 48 74 1 4 82 Track Color: White; Hdr/Bot: H / F 8 SP 050 Aluminum 1 27 63 2.5 71 Track Color: White; Hdr/Bot: H / F 9 ISP 050 Aluminum 27 63 2.5 71 Track Color: White ; Hdr/Bot: H / F I 10 SP ;050 Aluminum 1 27 63 2.5 71 Track Color: White; Hdr/Bot: H / F 11 iSP 1050 Aluminum 14 73 1.5 81 Track Color: White ; Hdr/Bot: H / F I 12 SP 1050 Aluminum 54 73 4.5 81 Track Color: White; Hdr/Bot: H / F 13 SP 050 Aluminum 14 73 1.5 81 Track Color: White; Hdr/Bot: H / F 14 iSP 050 Aluminum 36 97 3 105 Track Color: White; Rem.Track: B; Hdr/Bot:_H / SA_ 15 `AC IHV 149 118 165.75 126 Color: White; Trk: White; Locks: In; RemTrk: Yes 1 16 iSP ;050 Aluminum 36 97 3 105 Track Color: White; Rem.Track: B; Hdr/Bot: H / SA 17 SP 050 Aluminum 26 95 2.5 103 Track Color: White; Hdr/Bot: H / F I 18 ISP 1050 Aluminum 1 53 95 4.5 103 Track Color: White; Hdr/Bot: H / F 19 ISP 050 Aluminum 26 95 2.5 103 ITrack Color: White; Hdr/Bot: H / F 20 j1SP 050 Aluminum 53 95 4.5 103 Track Color: White; Hdr/Bot: H / F 21 SP 1050 Aluminum 74 97 6.5 105 Track Color: White ; Hdr/Bot: H / F 22 iSP 1050 Aluminum 37 98 3 106 Track Color: White; Hdr/Bot: H / RSA 23 SP 050 Aluminum 74 98 6.5 106 Track Color: White; Hdr/Bot: H / RSA 24 SP 1050 Aluminum 37 98 3 106 Track Color: White; Hdr/Bot: H / RSA 25 (AC IHV i 42 42 1 49.25 50 Color: White; Trk: White; Locks: Out I 26 IAC HV 1 37 51 46 59 Color: White; Trk: White; Locks: In 27 iAC HV 37 51 46 59 Color: White; Trk: White; Locks: In I 28 AC HV —� 74 51 85 59 Color: White; Trk: White; Locks: In 29 .AC IHV —I-- 37 3q AR A7 r'.nlnr; W, hite• Trk: VVhit, 1 , a• PVC: In -� _. 30 IAC ,HV I 112 39 126.75 47 Color: White; Trk: White; Locks: In 31 rAC HV 149 54 165.75 1 62 Color: White; Trk: White; Locks: Out 3001 S.E. GRAN PARK WAY * STUART, FL 34997 * Phone: 772-287-6476 * Fax: 772-287-9740 * e-mail: info@gulfshutters.com OperiAh Fin ish is �h 0PG#j Type 1. Style Width XWht I Width Height qrem Description Custom Featu res- �Oty, Description, I Permit -DISCOUNT, 2nd Floor. Opel'ihg,, . ....... ...... ........ ...... ........... . ... .... . ....................... . ..... .... ... ..... . . . ... . .......... ..... ........... .......... ..... .. . . . . .............. - ...... .......... . . ..... . ................... . ......... ... . ...... Bid -Notes Total: Bid Amount SCREEN IN PATIO WITH (1) SCREEN DOOR $4,300.00 14 ' ONE YEAR WARRANTY MATERIAL AND LABOR It 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 s corporation at which time it becomes an executed contract Acceptance by owner must be within30 days of proposal date. Buyer may cancel this contract,within 3 working fter 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 our control. Owner to carry fire, tornado and other 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. Electric— Buyer agrees that any necessary electrical connections will be made the closest source of power. Any changes or, variations will be an additional charge. Interest - Buyer agrees to pay I %"A per month interest charge on any unpaid balances. Costs of Collection - 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 the completion of the work outlined herein. Acceptance of Proposal - the above prices, specifications and conditions are satisfactory and hereby accepted. You are authorized to do the work as specified. Cancellation Fee 20% of contract amount. Payment will be made as outlined above. Material Only Customers —You areT esponsible for your own measurements, (width x height) Signature: F,—hh4',f Signature: /L 1'1,6:_ Date of Acceptance: Agent: Thank You for the opportunity to be of Service! 3001 S.E. GRAN PARK WAY - STUART, FL 34997 * Phone: 772-287-6476 * Fax: 772-287-9740 * e-mail: info@gulfshutters.com ,px ^'^�ea�an'�%'iu.'�^G'a._ �^.mn�ivkRRT��•--y�,.F Special Instructions: Signature - 3001 S.E. Gran Park Way, Stuart, Florida 34997 (772) 287.6476 • (800) 244.4143 FAX (7712) 287.9740 E-Mail: jobrien@gulfshutters.com www.gullfshutters.com Lic. #MC00231, SL 1211, PB# U-17051, CRC58017 i LAYOUT SHEET Date . Salesperson Page 3 of . 3 Storm Panels - SP Rollups - RU Accordions - AC Windows/Doors - WD Bahamas - BA Retractable Awnings - RA Colonials - CO Ultra Lattice - UL Date Florida Building Code Online Page 1 of 3 RUN MIN 'az. x Ova `•W- . ._ . I"16riaL.a Wtpblrr.., BCIS Home Log In User Registration; y.Hot Topics Submlt.5urcharge: Stats'& Facts Publications FBC Staff.. BCIS Site Map' Links Search' , Business P OfeSS� Produc tuApprovat ,> u;atial 111MMM1111111MR1111M Product Approval Menu > Product or Application Search > Aoplicatlon Lis C >,Application Detail - FL389-R5 �,� i FL # .. , ., APPlicetion Type . Revislon A Code.Version 20fi0 "x w. Application Status.,'Approved, ' Comments Archived Prud'uCt i•ialufai.tiirer American .•�iiiitter Systems Associatioli, inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category 4Acc��dio� Subcategory Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Y�Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Walter A.. Tillit, Jr. P.E. developed the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute 0iiality A.csiiranra Contract Fxniratinn Date 12/31/2033 Validated By John Henry Kampmann Jr. Validation Checklist - Hardcopy Received Certificate of Independence FL389 R5 COI ASSA certification of independence drwg 11- 192.pdf Referenced Standard and Year (of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL389 R5 Equiv EQUIVALENT LETTER ORIGINAL.pdf t " // M _ • 1_1_._•11•. - - ___ /__._/__-_ ___-_ 1,1 NTITTTTT T 11 FL # Model, Number or Name' Description 389.1, Bertha HV Accordion Shutter - Blade 3,- (Non-HVHZ) - Drwg 11-190• III Extruded aluminum interlocking blades retained by tracks., ' (top and bottom) for storm protection ' imMe of II.. - IiSioii'i°•"- au Vu Lru\.tiV IID ' Approved for use in HVHZ: No Approved for use outside'.HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile Level "D". Max span is 13'-0" 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 ;ilj FL389 R5 II drwq 11-190 ASSA pcl Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports FL389 R5 AE product evaluation drwa 11-190 pdf' Created by Independent Third Party: Yes blade w/o window 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.---__-- 389.2 Bertha HV Accordion Shutter- Blade 1 Only- (Non-HVHZ)- Drwg 11-192 Extruded aluminum interlocking blades retained by tracks (top and bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL389 R5 II ASSA drwq 11-192 Ddf Verified By: American Test Lab of South Florida Inc. Impact Resistant: Yes Design Pressure: N/A Other: Large missile level "D". Max. Span is 16'-0" for 30 p.s.f negative ASD load depending on centermates and locking rod configuration for the Created by Independent Third Party: Yes Evaluation Reports FL389 R5 AE ASSA Productevaluationreportdrwg111921)df' Created by Independent Third Party: Yes HV1 blade, 8'-0" for +64, '-72 p.s.f, load for HV blade for Keystone mountings 7'-0" for +75,.-75 p.s.f. for metals stud mountings and 8'-0" for 110 p.s.f: for HV1 and HV1A working in unison. See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- COMBO- (Non-HVHZ)- Drwg i Extruded aluminum Interlocking blades retained by, tracks I (top and bottom) for storm protection �11-194 �� l Limits of Use Installation Instructions 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. i Impact Resistant: Yes Design Pressure: N/A Created by Independent Third Party: Yes Evaluation Reports Other: Large missile. Max. 16'-0" span at 30 p.s.f ASD load for Blade 1 and 18'-0" for Blade 2. See FL389 R5 AE ASSA Product evaluation report drwq 11- 194.ndf schedules on sheet 12, 25 and 28 respectively J Created by Independent Third Party: Yes BachF ext 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 mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web GENERAL NOTES:. ' . I. BERTHA H.V. ACCOR610N SHUTTER SYSTEM SHOWN. ON THISPRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE BUILDING COOS THIS ACCORDION SHUTTER SYSTEM MAY 8E INSTALLED AT.HIGH VELOCITY 1URRICANE ZONES. DESIGN WIND. LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE -ABOVE MENROIIED CODE, FORA BASIC WIND SPEED REQUIRED E BE INSTALLED. WITH'A DIRECRONAim FACTOR Kd=0.85, USING ASCE 7-10 FOR INSTALLATIONS UNDER 2010 FSC AND SHALL NOT EXCEED I DESIGN "PRESSURE RATINGS INDICATED ON SHEETS 12 THRU 17, 25, 26. 28 & 28A IN ORDER -To VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S ' BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAY (A.S.D) DESIGN. PRESSURE RATINGS INDICATED ON SHEETS 12 THRU IN ORDER TO -VERIFY THAT ANCHORS ON THIS P.E.D.. AS TESTED; WERE NOT OVERSTRESSED. A 33 S INCREASE IN ALLOWABLE .LOADS FOR H.V. ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOA1 HAS BEEN VERIFIED IN ACCORDANCE WITH SECT REPORTS:, ^FIV BLADE 1O d0214.01-03, B0715.01-03, J1004.01-05, J1214.01-05: #0317.02-06, y0609,01-10 AND J02f0.01-I1 AS PER TAS 20 HV WINDOW ELADE ® ' 05115.01-OB AS TAB- 201. 202 de 203 PROTOCOLS AND 0725,01-08 AS PER TAS 202 PROTOCOL 1�HV GLACE-©III0422A1-05SAS PER TAS 201,'TA6 202 AND'TAS 203 PROTOCOLS. 4 HV sLADE 1QAND HV SLApEnARE ENGINEERED TO WORK IN UNISON WITH FILCH OTHE4 IN AREAS WHERE. THE DESIGN PRESSURES TRAIN.. WIND ZONE MUST BE CLEARLY 16E'NTIFIED IN ACCORDANCE WITH CHAPTER .111, OF ASCE T-10 STANDARD. ALL MOUNTING CONDITIONS AND F CORRESPONDING WIND ZONE THIS SHALL INCLUDE REQUIREMENTS FOR MIN. SEPARATION 10 GLASS, DELIMITATION OF WIND ZONES 4 AND B • & 2 ACCORDION SHUTTERS SYSTEMS FOR ETHER WINO ZONE SHALT. BE PREPARED AND CERTIFIED BY A FLORIDA REGISTERED ENGINEER OR ASCE 7710 STANDARD, AND'SHALL BE SUBMITTED TO THE BUILDING OFFICIAL AT THE TIME PERMIT IS APPLIED FOR. ' NV BLADE.OANO 'HV WINDOW BLADE `L'Y ARE ENGINEERED TO WORK IN UNISON WITH EACH. OTHER UNDER THE GENERAL LIMITATIONS ANC BERTHA H.V: ACCORDION PINS (FW SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE Y 14 SERIES STAINLESS STEEL SCREWS WITH .112b ksR YIELD STRENGTH AND LBO Wi TENSILE 3TRENGIH. PINS SHALL BE COATED WITH BERTHA APPROVED .COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIA110N. PINS MUST BEAR THE HV MARKING ON THEIF 4:'ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY"AND TEMPER AS'INDCATED ON SHEETS 2 AND 3. MINIMUM YIELD STRI FOR 6GO5-T5 ALLOY. - .;) 5. ALL SCREWS -TO BE�STAINLESS STEEL 304 OR.316 AISI SERIES OR 11 CORROSION RESISTANT COATED CARBON STEEL AS PER OW 50018 WITH STRENGTH & SHALL COMPLY W/ FLORIDA-BUILDING CODE SECTION. 2411.3.3.4, - , fi BOLTS.TO EE ASTM-A-367 GALVANIZED STEEL; OR AISI 304 OR 316 SERIES STAINLESS STEE1:YATH 35 k.; MINIMUM YIELO STRENGTH 7 SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS HVBLADEI'-171415,16,17 & 26A r_ " - MV BLADE 26.- -HV ELAOE 3 & @. • WORHIM. IN UNISON: 13, 14- & 16 THIS BERTHA HV. ACCORDION� SHUTTER SYSTEM BEARS A U.S.PATENT h6'779,582. COMPONENTS OF THIS APPROVAL ARE COVERED, IN -WHO I EASTERN METAL.SUPPLY S. �IT SHALL`BE THE, RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF TYE STRUCTURE WHERE SHUTTER IS TO BE ATTACH SEAL/CAUL( ALL SHLTTER.COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTIIIUOUS CONTACT IWTH THE BUILDING TO PREVENT f0''EACH UNIT MUST.BEAR PERMANENT LABEL IN'A WSISLE'PLACE WITH WARNING NOTE: DUPING PERIODS OF HURRICANE WARNINGS HONE OW -" "HV AND HO CENTERMATES AND ENGAGE OR LOCK ALL W AND HO LOCKS. It. SHUTTER MANUFACTURER'S LABEL SHALL SE LOCATED ON A READILY' VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SE SHALL, BE PLACED -FOR, EVERY OPENING. LABELING TO COMPLY W17H SECTION 1715.8.2 OF THE FLORIDA BUILDING CODE. - 11 BERTHA,H.V. ACCORDION SHUTTER SYSTEM'S INSTALLATION` SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AN WHERE' PERMIT IS APPLIED TO. Td15 Pc0- PREPARED, BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A'SITE SPECIFIC PROJECT; La. WHEN (b) CONTRACTOR, TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF TOMS PRODUCT. -EASEI FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE 15 THE CONTRACTOR'S RESPONSIBILITY. (e) THIS P:E.D. WILL BE CONSIDERED INVALID IF ALTERED BY -ANY MEANS. ' HALL 13E (tl) SITE E THE ENGINEER BE RSPECIFIC PROJECTS ESPONSIBLE FOR THE PROPER USEOFTHEED YPE.O. ENGINEEROFREGISTERED ACTING AS AHITECT WHICH WILL DELEGATE'D ENGINEER TO THE RED. EN01 ORAWINGS FOR REVIEW.. - (e) THIS P.E.O. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED YL+,p'�` R P Ti... v ... 3 too e 'ir TESTII 11A(Of :'� �� 6355 NW. 36th St. Phone : C305 0, < INP.E. �� IylYaAd�liQ9/DATE ACCORDANCE WITH THE 2010 EDITION OF THE FLORIDA THE JURISDICTION WHERE SHUTTER WILL MAXIMUM (A.S.D.) DESIGN WIND LOADS 25, 25, 28 & ILEA, TD LOADS WAS 1101 USED W THEIR ANALYSIS, BERTHA 1 1628 OF THE ABOVE MENTIONED CODE AS PER ATL TAB 202 AND TAB 203 PROTOCOLS. �ITION FROM END ZONE 5 TO WTERIOR ZONE 4, EACH STENER TYPES SCHEDULES MUST BE APPLIED TO THE AS WELL AS VALIDITY OF COMPONENTS FOR W BLADE 1 ARCHITECT BASED ON BUILDING CONFIGURATION AND CONDITIONS OF USE INDICATED ON SHEET 28. 2.75 AND Q 14X1.75 RESPECTIVELY, 410-HT MINIMUM V DACROSHIELD COATING SYSTEM AS MANUFACTURED BY HEAD. JGTH FOR 6063-T6 ALLOY IS 31.7 kel AND 35.7 kai 50 kat MIN.'YIELD STRENGTH AND 90 kcl MIN. TENSILE OR IN PART BY US: PATENT J5458,179 ISSUED TO TO INSURE PROPER ANCHORAGE. CONTRACTOR TO D/RAIN INTRUSION. TENANT, OR OTHERS, MUST PROPERLY CLOSE'ALL N 1715.8.3 OF FLORIDA BUILDING CODE ONE LABEL ZONING REGULATIONS PROVIDED BY THE JURISDICTION THE SITE CONDITIONS DEVIATE FROM THE RED, ON THIS P.E.O., PROVIDED HE/SHE DOES NOT DEVIATE SUBM TR.)TOEOR THE PROJECT AND WHO WILL THIS LATTER THE STE SPECIFIC JEC O ANc. G & ENGINEERING COMPANY 9to. 305. VRGINIA MAOENS, FLORIDA 33166 871-1530 , Fox : (30S)871-1531 -mall: EB—M06719Odm 719 LTER A. TIWT Jr. P.C. LCRIDA Uc. ® 44167 0 GENERAL NOTES - SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-43 AREe 2: LIV BL60E M AND HV WINDOW SHEET 4 BLADE (WHERR Aop Ir-e r:1 TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS -& SHEET 5 INSTALLATION -DETAILS A-E, CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS F-L. CONCRETE/BLOCK SHEET 7 CENTERMATE DETAILS W SHEET 8 CENTERMATE ALTERNATING DETAILS HV SHEET 9 CENTERMATE DETAILS HD SHEET 10 END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 11 MAXIMUM SPAN TABLES SHEET 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 15 ANCHOR SCHEDULE- WOOD SHEET 16 ANCHOR SCHEDULE- WOOD SHEET. 17 INSTALLATION .DETAILS M-R, WOOD SHEET--18 INSTALLATION DETAILS S-X, WOOD SHEET 19 END CONNECTION- DETAILS77-12'"& X. WOOD SHEET 20' AREA I HV BLAE)E ® "ONLY TYPICAL SHUTTER ELEVATION & NOTES. ON LOCKS SHEET 21 INSTALLATION .DETAILS M-GG, CONCRETE SHEET 22 CENTERMATE DETAILS HD ' SHEET 23 END CONNECTION DETAILS 1-6 & X, CONCRETE/BLOCK SHEET 24 MAXIMUM SPAN TABLES SHEET 25 ANCHOR SCHEDULE, CONCRETE SHEET 26 AREA 4" HV WINDOW BLADE ft ONLY TYPICAL WINDOW BLADE & WINDOW DETAIL SHEET 27 TYPICAL SHUTTER ELEVATION SHEET 28 AREA as HV_WINDOW _BLADE hi ONLY INSTALLATION DETAILS, METAL STUD WALLS SHEET 28A AWVN' S. . American Shutter Spfems Ae»oolation, Inc. 4268 Westroods 0r•ve West Palm Beach, FL 33407 Accordion G6-1B2 SUPPLY, INC. 1 MTN! ter System OW BLADE & H.V. BLAD C OPAWNBY: M.C.V./ /1i DATE, 12/02/1 DRAWING No 11-194 SHEET 1 OF 28 • I 4 �e. ., o a.6t6• a.454• I '�1 jj e Zs . ` 4.657 -oy e'HVUDE �? HV BCAI�+ CO /'tt'UN0132�US PATEN7'2 5458179 COVERED UNDER US PATENT_ # 5458179 . ul HV WINDQW 6005-T5 ALLOY AND TEMPER "SEE LIMITATIONS OF USE OF BLADE ® ON SHEET 28 6063'-T6 ALLOY:AND TEMPER 3226 1.6611. (TYPJ .87ff 2.22 am2 I a.a i `HV ADJ : ADAPTE QDAOFIED FOR USE W/ HV . �h HVxADJ: FLOOR TRACK 6063 6LADE(1-&,JA ALLOY TEMPER 4UAU ED-FO 'USE-W;`HV i 9LAOc & Q 6063 T6"+ALLOY AND TEMPER 4 ry 1• 9 .1001 - 80" n �P0• I 670 _ 1:be6"' 01�4 670 11 HV CEIl�NG: HEADERS EAt;EF - 1 n vU IFIEQ FOR USE W/ HV BLADEO1 ONLY QUnL1t1ED=FOR USE_W�eHV BLADE .1f N SEE SECTIONS FOR;VALMV. 6063-T6-ALLO AND TEMPE 7 6063-T6 ALLOY AND TEMPER - %MNYMN t - 1" SIDE ANGLES ALUMINUM ANGLES QUALIFIED FOR USE W/ HV QUALIFIED FOR USEW/ HV USE VI/ HV BLADED&Q ALLOY AND TEMPER 13 HD CEILING HEADER',[ IS1 f, QUALIFIED IFOR USE W/ HV BLADEQ SEE SECTIONS FOR..VALIDITY, 6063-7,6 ALLOY AND -TEMPER COMPONENT A 6 ft '. T? ADE BLUALFlE 17 2' 5" MAX, 1/8• 1/8" NV 1Q 18 2' 5" MAX. DA 2' 0.192' HV� 1® 2.5• 7" MAX. 0.1 I0" 0.150' 1 HVQ / 111..1Ecom.. \ TILLIT TESTING & ENGINEERING COMPANY 53 N.W. Wth. 9L.I Sta. 305, VIRGINIA WO'MIS, FLOWOA 33166 Phan : (305)871-1530 . Fox : (305)871-1531 1-ma11: hlteco®aol.com EB-0006719 W(�L1ER A TILUT J, P.E. FLORIDA Lie. P 44167 `J HV DIRECT MOUNT QUALIFIED FOR USE. W/ HV BLADE & I� 6053-T6 ALLO AND EMPER 2.670" .494" .11 • I 842 c 12• .920 0 HV TRENCH TRACK QUALIFIED FOR USE W/ HV BLADE (D & C2) ONLY. 6063-76 ALLOY A?ID TEMPER VARIES 1.936, oc .125" `a A9J•• I ° m R 7* ® H1�WALL HEADER/SILL QUALIFIED FOR USE -W%!iV— BLADE (D ONLY. 6063-T6 ALLOY A0 TEMPER % Y t M2" 0.090• CORNER POSTS UALIFIED FO USE W/ HV BLADE1 & 20. 6063-T5 ALLOY AND TEMPER A.s.s.A. American Shutter Systems Association. In13. 4268 Westroads Drive West Palm Beach, FL 33407 1.4 I• 11. DD• 0 oer . * HV 90'/180• STAR$ QUALIFIED MR USE W/ HV BLADE & (2� 6083-76 ALLOY AND TEMPER i~ FOR USE W/ HV LLOY AND TEMPER 630 yq'o. ].58, 1j5 SHD CEIING HEAbr QUALIFIED FOR USE W/ HV BLADE lO&Q2 6063-T6 ALLOY AND TEMPER 1 EASTERN METAL SUPPLY. INC. Accordion DRAWING No 11-194 2 293' ' 745'- .745' 2.293• 0 1.325 J j HV§ CENTERMATE "' . a as QUALIFIED, FOR & (�! ONLY ` HV ELOA 6063 T6 ALLOY pND• TEMPER QU ED FOR USE W/ HV BLADE 1 & - ONLY 6063-76 A11.OY AND TEMPER 2.8 922* PLAN FRONT ELEVATION ' ®HV MALE " " ' .LOCKER FOR'' -'TM LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE 1 ONLY QUALIFIED FOR USE W/ HV BLADEOONLY - . - - 6063-T6 ALLOY AND TEMPER +` 6063-Tii:ALLOY AND, TEMPER - 7:917 - 1Y� 214 � . QUALIFIED -FOR USE W/ HV BLADE 1 1 & 2 6063 T6 ALLOY ANI] TEMPER - =.VAPoES- ,2 .MIN - - 6063-T6 ALLOY AND TEMPER 1/4' 0-20 8 5 OR 3/810-18 �ACVAL RtYF. _ - ti6' ct � m QUALIFIED F R USEY�LHY BLADED & Q 375.0 +� 6063-T6 ALLOY AND TEMPER6 HV ��/$°'0r18 dCETAL b 5 INSTALLATION WILL REQUIRE A.7/16" HOLE I��MBSCREWS ILLED AT, TRACKS, FOR- PROPER EMBEDMENT QUALIFIED FCR WfiZf YA JJV, BLADE Q& .qA a igll 444W =• :" ... P. ONLY 6063-TG ALLOY 1/4•-20.1 1/4•-73 MT HEAD THRIAEED S.S.N.S. (2 TYP.) $ m 9• 1.� � L 8 s• "' r .3ta..., e7s• QUA`UI 045• 42 " 1.753, 8 ^ 4 N N LOCK' CENTERMATE Hy L1 K W/ HV BLADEOI ONLY QUALIFIED M11 USE ALLOY AND TEMPER W/HV BLADE() ONLY 3.1a1 i � 4 I 'a- 6 in I • � � .ao I HD CENTERMAI 4 QUALIFIED FOR USE WZ 11V BLADE 1 @ &( 6063-T6 ALLOY ND TEMPER { t1/2' i I� � t/a•a m--20 AISI 304 QUALIFIED FOR USE W/ HV BLADE 1 do E C O mc. STATE OF $ TILLIT TESTING & COMPANY Q `, .ENGINEERING 6355 N.W. 361h. 51., SU. 3a5, VWGINU OANOENS, FLMQA 3316E Phan.: (305)871-1530 . Fa. 1 (305)871-1531 • ...... �\ !!! i S/CtNAL �N 4-ma�l: WlaoOaol Gam 11Lui19F. 111'1 'c�Xf�OMi71(Pnn W L= A- P.E. Ior /^.Tr PICA Ua IP 44167 RAXF31 PAIME<) 1/4"-20 RIPENED OIE CAST XOUSWG FNAMFI ,� WED PANED s "RN Buss � q � BPA93 GYUN�A BRASS Cla.. 6 N6YS (CHROME (CHROME PLATED) AZ) EGRESS 8;3LOCK Y, HV QUALIFIED 1) & USE HV ONI Q ®ONLL Y. •.-.250" O.D. PLASTIC HEAD. 1B• 18• MOLDED TO 25 60" AFTER RIVETING x—.3/4" BEFORE RMETIWC I 1 WO-20RIVNUP, SERIES 9444 ALUMINUM(262443 ALLOW) LARDS FLANGE THIN SHEET NUTSBRT. PART g. 0820, AS WMMTURM RY AVOEL CHERRY rENTORN, PARSIPPENY. NEW JERSEY 071154 OR EQUAL ® HV ALTERNATIVE 0 QUALIFIED FOj USE W HV BLADE 1 ONLY, KEY 0.875' Mh 00 `' 1 -.126' Max, Q a• THUMBTURN CYLINDER OR KEY 7' In OYUNDER .1.78 Mai, HD LOCK BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. QUAUFIED FOR USE W/ HV BLADED, 8 &Q4 A.�■��r�■ American Shutter Systems Association. Incl. 426E Westroods Drive West Palm Beach, FL 33407 SUPPLY INC. DRAWING No 11-194 SHUTTER ASSEMBLY SCHEDULE Ft�R' HV . HV ".GAS AND HV Q BLADES. 10 NV BLADE 1 :®. HV--BLADE 1A C HV BLADE .2 , HV',-LONG RECESSED"NYLON BUSHING 39 HV SHORT RECESSED NYLON BUSHING ` :40 HV NYLON HAT WASHER 41 = HV WHEEL CARRIAGE"-AISI ,302-303 SERIES 0.870"x3/16""THICK NYLON WHEEL. 0:188"0. AISI �302 "SERIES"S.S. "RIVETS .* ® WV 1% 3/4" ACCORDION PIN W/ #8 HEAD 43 V. 2, 3/4' ;ACCORDION PIN W/; #8 HEAD .POLYCARBONATE IMPACT RESISTANT HV. WINDOW (SEE SHEET 27) ' HV PIN ®' SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM. KNUCKLES OF HV.A000RDION SYSTEM W/ HV 10 OR , HV ® BLADE, - o, ;; . (2) �HV PIN ® MAY. BE USED IN .LIEU' OF ®1 AND ONLY AT EXTERIOR BOTTOM KNUCKLES Or HV ACCORDION SYSTEM W.HV Q2' _ '-BLADE WHEN CORRESFO SHEET 22 NDINC TO INSTALLATIONS "CC" AND 'OD", - - . -0) Hv PINS6;OR ® W% 1/2' O.D. 1/16 THICK S.S. WASHER - SHALL BE USED FO SHEETS _Y1 -24.'-R DIRECT MOUNT' INSTALLATION PER DETAIL X. &'' 777 or EXTERIOR or 4? or 4� jr NOTEFORUIREMENTS) 3/8" = 1 " N.T.S. �� III.IECOINc0 TILLIT TESTING dr ENGINEERING COMPANY as N.W. 361h. S,S� 305. W. WOMB, SHWA 33I Phone : (]05)871—IS]0 . F..: (J05)87t-1S]1 ._MN blt..*..I=M I, ES-0006719 Y*LTER A Turr a,. P.E.FLORIDA V. / 44167 A.S. S.A. American Shutter Systems Association. Inc. 4268 Westroods Drive West Palm Beach, FL 33407 EXTERIOR ,IN 42 OR 4® AT RIOR IE'S KNUCKLE. NOTE * FOR IIREMENIS) 1 EASTERN METAL SUPPLY, INC. BERTHA HV/TM dion Shutter Sm DRAWING No '11-194 Av f A -B. C 0 �•/TQ .� N N U S T v 'I S-'E END L_ CONNECTION DETAILS, ON o SHEET 11 TYP. FULL HEIGHT. _ - . NJr6o xmnl , . , _ .- ,D•��©}N.(Ipgll /1111 �1011�7.—_ LCAL (.1� `HV BLADE SHIITTF'47 EI'GV®TIIfIJ N.rs. UF A+A A /ANAL P.E. SEAL'/SMIURE/DATE V ;- 0 CORNER *-NOTES ON HV LOCKS AND GEIdTERMATES: 1. MAPIDATOK/ CONDITION :1. ONE HV LOCK ® or (@ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12" A90VE OR BEJ�OW �2 OF SHUTTER SPAN FOR SPANS UP TO 105", AND FOR INSTALLATIONS i ANY ELEVATION. HV LOCK 1� or NAY BE USED A. AN INSIDE OR OUTSIDE LOCK, ATTACHED TO � OR ( CENTERMAiES W/(2) 1/4'0-20 x 1/2" LONG FIAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS IHDICATEO ON TYPICAL SHUTTER ELEVATION. 2• • IF DESIRED. FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HIV LOC- OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES OR SHALL BE AS INDICATED ON NOTE (1) AIKIVE. LOCAIJON OF LOCKS SHALL BE AS INDICATED OP' TYPICAL SHUTTER ELEVATION, 3. OPTIONAL C.ONntnnN h Am In ~v=— u.­ ............... .. ___-- LOCKING RODS ARE NOT REQUIRED AT. URRICANE POSITION, BUT MAY E USED IF 0 SIRED TO ENHAN E SHUTTER 11ERF0 MANCE. LOCKING RODS q9 OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION ('ION HURRICANE POSITION). 4. ' ONE HV LOCK ® ® S ALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT AN ELEVATION, HV LOCK or SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO 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. LOCATIION CF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. INSTALLATIONSAT ANY ELEVATION. ALTERNATE 1.01;K MAY DE USED AS AN�fNi6roR OUTSIDE LOCK.xATTACH OF 1/4'0-200/4' S.S. THUMBSCREW TO ® Of! ® CENTERMATES SHALL BE MADE W/ 1/4'0-2Ox3/4' ALUM, RIVNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. s OTES QN- NV( -T" LOCKS AN-GENTERGAAT i 1. �'J•rND ILTERNATC Ta L4ILTORY t>w^teNtVALM. . -1 ONE ALTERNATE' HV 1 LOCK ® MAY BE 14STAL ED IN. LIEU Of- W LOCKS OR FOR ANY SPAN AND I STALLATION AT ANY ELEVATION. ALTERNATE LOCH ®"CdAY BE USED AS AN INSIDE-. R OU IDE LOCK. ATTACHMENT OF LOCK ® INCLUDES USING REINFORCING LOCI:ER ,-AS-SHOWN ON SECTION HVO, SHEET B. WHICH MUST BE CONNECTED'TO CENTERMATES ®'AND ® W/ 1/4"0-20 x 1 1/2" LONG S.S. THREADED BOLT W/ 7/8'0 x 3/32' WINGNUT OR W/ 1/4"0-20x1" S,S.M.S. INTO A ' /4`Ox 5/6' RIVNUT, _LOCK MAY BE INSTALLED AT MIDSPAN OR 12' MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF 1WO LOCKING RODS Q3 TOP AND BOTOM IS MANDATORY. QENJERWLUF 1' '1 ONE ALTERNATE HD LOCK @ MAYBE USED IN UEU OF HV LOCKS 2 OR FOR. ANY SPAN AND INSTALLK.JONS AT ANY ELEVATION, ALTERNATE HO LOCK 84 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHMENT OF HD LOCK TO ® IS W/ 3 Q8 x 3/8" F.H. S.S,M.S., AND INCLUDES REINFORCEMENT INSERT @ AS SHOWN ON SECTIONS HDD-HAND HOC-MVC, SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' MAXIMUM BELOW OR ABOVE MIOSPAN. USE OF LOCKING RODS g-t IS COMPLETELY OPTIONAL. TILLIT TESTING & ENGINEERING COMPANY 55 N.W. Jim St.' St- 305, MOIRA aARMS, nOROA 33188 PhWe : (305)871-1530 . kp : (305)871-1531 Ulppoopoi.eom YlALIER A. A TIWT TIWT .1 Jr. PS FLORIDA Up, ,' 44167 JA S A American Shutter Systems Association, Inc. 4268 Westroads Dive West Palm Beach, FL 33407 92011 EASTERN METAL SUPPLY, INC, BERTHA HVTM Accordion Shutter System H.V. BLADE 1 W OR W/O H.V. MNBO'N BLADE & H.V. BLADI v. n OESCAIPIIoN I GATE I CNAWN BY: 1 ODD OB-151 1]/07/11 CAE: 12/02/1' DRAWING No 11-194 5 SHEET i POURED CONCRETE 'POURED -' _ POURED OR CONCRETE BLOCK A CONCRETE CONCRETE I REQUIRED RECWREO �• REOJIRED CONCRETE ANCHORS! 1 r1/4"A-20x3/4" S.S. SEE SCHEDULE ON CONCRETE -ANCHORS 1 h41CHINE Sc-EWS i CONCRETE ANCHORS SHEET 13) I (SEE SCHEDULE ON 1 W/ 1/4'-20 (SEE SCHEDULE ON SHEET 13) SHEET 13) NUTS a 12" O.C. 12 oR 14 / Min. 1 /4"e-2ox3/4• S.S. i^ 1. aR ® n. �EOI+ EO MACHINE SCREWS USING 1/4. UTS ___ EO in E. pi r a 12, D.C. I/ _ 19 71 z5o' Max. • -- 13 OR 5 --- ! OR 15 P• Ii T Ir I j'.250• 2s0• aantltuL 4 )� I' ' `OPTIONAL -f - (SEE ' 1 i '1 1122 � OL%0AO i 1 OR P:IN. SEPARATION TO GLASS I 1 EXISTING i aN s2LT 11 ftiN I, i 1 E SPINS-- —(St'E SCHEDULE ON SHEET 12) CLASS— i ' mA` - MIN. SEPARATION TO GU55 ' E70STING ,I` -(SEE SCHEDULE ON MEET 12)—i I �VALI HEAD R INS9ALL{i4ilOty' cis OC BY WALL HEADER INSTALLATI_0N - Q HV WALL H enela wcrel I eTInN EXISTING GLASS—" A1H. 531liAflpN ; i / i �_ MIN, SEPARATION TO OL15S 1 1 L - Ta aA% (TEE 1 , 1 OR ®' , , , , (SEE SCHEDULE ON SHEET s 1 95-M, a S1EET , y^ MIN. SEPARATION TO GLASS I ; I 1 EXISTING 11 FiTi EBAGEmAtO �., Ir .. (SEE SCHEDULE ON SHEET 12)�S , a sir 2: Rn 1 ' . aasmr® .EwmNG ' .'' GLASS--+ i � OPTIONAL ; II I I ; E 1 i ) i 1/4• i L'I f OPTIONAL�1/4° Max. Mox. 1 I1 1 I 1 1 r J O Q OR Q / EO EO 120R14 . • 1/4"OPS TR SS S.S. Mln. CONCRETE ORS 17 0R 1$ E01 EO MACHINE SC SS HEAD MACHINE SCREWS USING CONCRETE ANCHORS 1/4°a-20x3/a' S.S. PHIWPS 1" I/4"-20 NUTS a 12' O.C. (SEE SCHEDULE ON TRUSS HEAD MACHINE SCREWS .POURED CONCRETE ,(SEE SCHEDULE ON SHEET 13) ' Min. POURED CONCRETE SHEET 13) W/ I/4"-2tl NUTS a 12" D.C. OR CONCRETE BLOCK .._ OR CONCRETE BLOCK WALL REQUIRED NDR. ANCHORS REQUIRED HV WALLk'ii7`-?�S'I'el Ic+ dTlfl (SEE SCHEDULE ON I O}��1NA1_I � SILL INSTALLATION •OR CONCRETE BLOCK SHEET 14) WALL REQJIRED 0 HV WALL SILL Itisrel I eTInN NOTE FOR COMBINATION OF SECTIONS. I I- SEE SHEET 4 FOR TYPIGN.'sFM7ETt I N STA LLAT I 0-PJ DETAILS W / ASSEMBLY ° E. 0. EDGE 01$LANCE ♦SEE UN TA710N5 OF USE FOR 2- MOUNTING SECTIONS CAN BECOM81NE0<., • (SEE SPECIFlCATIONS ONSHEET BlAOE bON SHEET 26 HV BLADE IN 'ANY WAY TO SUIT ANY INSTALLATION. .. '��° FLORIDA BUILDING CODE Ilan High Velociity Hurricane Zone yyy11Q ..• • • .• c'Jp't 02011 EASTERN METAL SUPPLY, INC. aA�yy "� y�CENs ' rGQ = BERTHA H1/TM Cr i /► p� Accordion Shutter System �;� . E C V 1Nc. ■ ■ ■ ■ H.V, BLADE 41 W OR W 0 H,V. WINDO'k BLADE & H.V. BLADE American Shutter Systems , , - o cRIPnOH o,AT DRAWN eY: M.C.V, A.0 •, STATE OF TILLIT TESTING do ENGINEERING COMPANY A1f8001at1011' WSs N.W. seth. st!, sea 7us, rxcww awnEns, Fwww »L88 r n0. t OLD OS-152 17/o2/y1 a\TE: 12 B2/11 Phana : (308)871-1530 , Fax 1 (305)871-1531 4268 Westroods Drive 2 Eg�Boa9lcom West Palm Beach, FL 33407 3 DRAWING No >JNAL E�fflty WATER A. TBLT Jr. PS a 11-194 P.E. SEAL%SY��A'fURE/DATE InoRa ua s u1y7 s SHEET s 0 28 POURED ` - CONCRETE ANCHORS - - CONCRETE (SEE SCHEDULE ON SHEET 14) . -. REQUIRED -• 7 EDCE OF SLAB F. . ... //, 0. 'APPLICABLE EXISTING _ .. GLASS-- •', J/ . 11 OR I 3 an I � • . EXISTING _ • GLASS_:.. ��.: I i I - . I' . EDCE OF -- SLAB IF MH.,gPN4f%N • f0 a;ss I� APPLICAB.E av sfEir ffi Ryt. - ' 1 OR �• CONCRETE CONCRETE ' REQUIRQ 1 'CEILING INSTALLATION` TIN sit ) I EXISTNG EXLSTINC ' GLASS A GLtiSS- .. 1 ." D II .OR 4141i3/4 ,, HEX 'HEAD_,% TEI( SCREWS e 9 0 C _ OR 1/4 tl 20 SS MS - CONCRETE ANCHORS _ W/ NUT O B' O.C. (SEE SCHEDULE ON , - 1 SHEET 15). !i ' EDP OF . .� •`'� 1 7/8" 'I!7/ IF APPUCABLE I I I 10 OR @t EXISTING GLASS p10X3/4' HEX r-1 WASHER HEAD TEK SCREWS 0 �12• D.C. Y CONCRETE ANCHORS (SEE SCHEDULE ON I SHEET 14) I I'111A EDGE OF 9 ncuuincu LF1AT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 16) U�NV"1NAL.� OVER INS?AL! A710N' VIOXJ 4- HEX WASHER 1EAD RX SCREWS-0 12, C.C. 40/4' S.D.S. 9' 0. C. J 1--- CONCRETE ANCHORS \'SEE NOTE 13(h) CONCRETE (SEE SCHEDULE ON ON SHEET 1 RETE BLOCK SHEET 15) UK SEPARKIM r0 WASS iEf S ON SHEEPEET 171i i I R 'ONCRETE FLAT HEAD CONCRETE ANCHORS REQUIRED (SEE SCHEDULE ON SHEET 26} V11 TRENCH INSTALLATION ATION ALID ONLY FOR UP TO +70. -75 PSF PRESSURE RATING & FOR SPANS PER SCHEDULE M3. SHEET 12 OPTIONAL - .: POURED '- - CONCRETE -"I. REQUIRED - HV WALL FLOOR INaTeI @ MY WALL WALK —OVER INSTAL I ATLAN - _ - . ' REQUIRED' eT1nN _ -THV RAINGUARD INSTAL L ATION t I INSTALLATION DETAILS UU/ SEE SHEET-i FOR' TYPICAL IFIN E. D. mEDGE DISTANCE '�• THIS INSTALLATION SHALL BE�n RQJOVABLE WHENPERFORMED ADJACENT TO OPERABLE 'SEE HV ®LADE SHUTTER (SEE SPECIFICATIONS ON SHEET 1 F) AN EXIT OR OR ENTRANCE UNITATIONS OF USE FOR'EMBLY. ( BLADE ©COSMELT 28 MOUNTING SECDONS CAN BE COMBMEO WAY TO SUIT ANY MSTALLADOU OF IF .- lcllf,/EP�ER A�j/t fp- d 4,_ ' J %)'�% STATc A ? A� _� ��; •..�Ri�J�.• �k lE, S/ •••• •• �` f11 P.E� ��iFs IRE/DATE I I L E C O, w- FLORIDA BUILDING S American Shutter :ystem3 A930010tiOn. ip 0. 4268 Westroads Drive West Palm Beach, Ft. 33407 CODE Non High VelocRE Hurricane Zone 02011 EASTERN METAL SUPPLY. INC. BERTHA Shut HIWTM Accordion Shutter System H.V. BIABE 11 W OR W/O H.V. WINDOW BLADE & H,V, BLADE I TILLIT TESTING &ENGINEERING COMPANY aw N.W. asm. si. sfa Gay NRwHu a.Roelrl. rwfal>w J01ee (JOIe)$71-t 01l0 . F. I.: (305)871-1531 EB-0006719 WALTER A. TOLT Jr, P.E. I�RmA U. p,4fsr N. N' OESCRIPnONOATC DRAWN BY: M.C,V.rA.G f ow OB-fm 12/02/11 WE: 12/02/I1 2 DRAWING No 11-194 3 4 a SHEET OF 28 e -- SELENQ�WALL CONNECT SEE MM ON LOCKING RODS ®,"Hy LOCKS ®ar OUT ' 00' IN r EXISTING GLASS INSTALLATIONS W/ � HV * AND ALTERNATE HV LOCK ® ON SHEET 5. �//j'' BLADE HV C. N ERMATES - CE TES APPLICATIONLADE SLACK �WITH 6LAOEp i ©CA®011.©t O0A OC1tl11)+�OP. 10-�°^©+®OA�.�3�OA I SEE END WALL CONNECTIOP -EXISTING Guns ON SHEETS 11 ac 5 DETAILS :1.2^i/8 +0:=4,..1 1 --- - - - - - - - - - - - - - - - - - - - ---------- ---------------'—� I. ®.*OoROt ®eA�*C%ORO —3 H. 6 1/2" 7" (Foss-reJ10 ALUM jOPPOSING ANGLE ,v/t2) 1 /+ a rAPcoN 1/2 SYMM ETR YCAL ANcHORs IT/ ccNCREr_ ` I � CEN E MATES - (TOP/60TTOM)& (4)gi0.1/2" S.M.S.TO 7U6E I JIOX3/4- S.M.S• ® 12• • I ! C S MIN. SEPARATION Ar EACH ANGLE i�TrP) I 'I . O.C.. FULL LENGHT. W V� �C � W//�.yH�U LO�SCHEDULE ��� TO GLASS �I •5 E7 IL- tONESHEET 12) ��..�©cry+ 7O ©w+©'O+�C^''•I • O•-+Si — — — — .__—! Goss - )n L-E�IJI _ r - .. PAIN ._ ...•IN 1 .. SEPARATION: ,. -' m - TO .GLASS OPTIONAL (SEE SCHEDULE (INTERIOR) ON SHEET 12) . OUT — 1-- -- - -- -- c •+ } OUT (EXTERIOR) _1. HVD_:. _ . e P.E: SE i --- LO m (D � -0 Q.UT I .e 0GgO9ijQ.S� EXISNNG 10+�m+©+�°°t] t®oa �..�V IC POURED CONCRETE OR OLA S CONCRETE BLCCK WALL RE. EO —'--- --- SYMMETRICAL * IN CENTERLQMCAKTES�'*I }Y� `= TIONAI. TERIOR1 ���+©�©.�7�-@ ---1 `---- SEPARATION MIN.TO GLASS ®�t �'-e®�aae�� a ®ox� (SEE SCHEDULE loJ+ a. 7J+ U � - Y.+U Ol�l y 1 � SHEET 12) — f HVE iT/? god ��` TILLIT TESTING k ENGINEERING COMPANY N.W. 46D.. 51" Ste. 305. VROMM a.ADa19, FLORDA 33180 Ph..: (30$)871-1530 . F..: (305)871-1531 a- P: Wtccoecol.com 1 �\ 1'T1. NAL I A Jr. s� P I111' Z"', M..I for /n 1 1-TEkltiDnELT' Is IFLORIDA Uc. # 44167 OUT A.S..S.A. Amerfccn Shutter Systems Asacclatlon^ Inc. 4268 Westroods Drive West Palm Beach, FL 33407 v I e" D.C. VARIES 6 1/2=MAX. SLACK ..�� IJVF** BUILDING CODE (Mon Nigh Velocity 1 _ 02011 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter Sv; DRAWING No 11-194 ALTERNATE INS SEE END CONNECT1nu DETAI c ON 'SHEETS 11 B n ALEJFEMALE LOCKE OUT E%ISTINO GLASS I _ 'OCR ,. INDICA' Fri eJ1 ' (6063-76 ALLOY) ALUM: ,.ANGLE W/(2) .1/4"e TAPCON: .r 1/2 r., . - t AN - ANCHORS TO CONCRETE': I r .. (4)diDxt/2tS M.S� OON6E. AT EACH ANGLE. (tvP) . ,. A I "- d10x3//4 S M.S. ®12 (S,c FULL LENGNT ` 3 30 H1 Q LO * Q SIACK DETAIL HVF, INDICATED ON SHEET S, AS UNNERSAL FLOATING BLADE Q DETAIL 'HDO-HVD , ON SHEET 10, MAY BE USED WITH THIS ALTERNATE SEE END CONNECTION tSETAIL O20 u-r„----__ --IAI--'----^'—_----�.�_ *HV n , � M�ARAiION K (INSIDE) '' II 30 OC (I TG cuss 1 Q LOCK (INSIDE) (SE-e sDHEDUIF �- - ON sHEEr IX) - F_q__yT1 &J L i 1/4 0-20 x 1''''N/2" S.S.M.S, W/ 7)8"0 x 3/32" WINGNUT. i - 1 /4" 0-20 x 1" S.S,M.S- W/1 /4" O x 5/8" RIVNUT t HVG*. �I+LIECO,mr. T(LLIT TESTING $ ENGINEERING COMPANY 6M N.W. Ufi . sL„sta 30 ' W 000A OAROENS. FWRIDA glee PhOM ! (3OT71-1530 . Fax ; (305)871-1531 11 d a-m01: UIt00004.I.e0m Ee-0004719 WALTER A. TDUT Jr. P.E )ATE FLORIDA U. 1 44167 FLORM A.&S.A. American Shutter Systems Association, Incl. 4268 Westrocds Drve West Palm Beach, FL 33407 NYLON SCREW HEAD HV "T" LOCK (OUTSIDE) SUPPLY, INC. DRAWING No 11-194 ' SEE END WAL' CONK CTION • - OUT. RRAII T EXISTING GLASS �N I INSTALLATION C HHV BLADE W/ HD CENTERMATES (`3� '••,:.."- '; •: _. _.-'.'.:` - Oe �ax�r �a8®. �71 ai �._ i r—EXISTING CLASS - - (eas3-rs A1LDY) AWU, 1/2 35 • _ - - ANGLE w/ (2) 1/4`a TAPCGN ANCHORS i0.. WNCRtZE (TGP/BOTT04) Et (' i14x1/2'//'%0•C. • T5 TUBE AT"(T?)� I i !lo + 3/4' S,M,S, a t2• MIN. SEPARATION (SEE SCHEDULE TO CLASS ON SHEET 12) (4)IN.V. 1 (OPTIONAL) ( N (4) H.V. ` ! ,..''ANGLE." ;� PINS-(TYP.) 4 5/B' 6 1/2" PINS (TYPt P.E. SEAM tggAY --------------- -- ! HDD—HVD** TILLIT TESTING & ENGINEERING COMPANY =5 N.W. Sew- s4j Eta. 3a6,mmm aA ma, nzmoA 331 \ Phana : (305)871-1530 Fax : (3051871-1531 \ 11 mat; 0:1—ft.1-M iit, 1 9- E8-0006719 WALTER A 1ILUT Jr. P.E. rn... "RIDA Uc. 1 44167 (G\Z /* HDG-HW SYMMETRICAL HD CEN7ERMATES WZ (B*r LOCK. (INTERIOR) A.S Smilk, American Shutter Spstems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 I EASTERN META. SUPPLY. Shutter DRAWING No 11-194 • I -. - POURED CONCRETE OR' POURED CONCRETE V.CONCRETE BLOCK WAL1. ,. OR CONCRETE REQUIRE[ / BLOCK REQUIRED � ( .". / •/. EXISTWAIL )ING GLASS CONCRETE ANCHOR• EXISTING _ GLASS MIN. WARATION Z ®16 0 C 1 "' 2 MM. — i — TIN 1 (SEE A u N. SEPARATION Sclffoul$ oN sgET f EQ - TO GLASS (SEE 12 FOR I I2ADE mAND / 91DETT 1/16".3' MAX. ON SHEET 28 FOR 12 FOfi ftADE m NJO (6063-TB) CONT. .. (LOCATE AT oN �T ze FOR - ALUM. CLOSER / EITHER SIDE ; 3A[ES G)Tx PLATE. (LOCATE 1/2• i I AT EITHER SIDE MIN i MIN. OF ®) } ff1o:1/2 a:Ms Rioxi/z' S.M.S. I I/ _ - ® IB' O.C. D.C. - --_ 1 OR I . SEE DETAIL X FOR SIOE CONNECTON .( 0.8 10 •0a TO TRACKS a 5 END CONNECTION DETAIL Q .. cuss - —cTJ MIN. ffPARATION. ` TO GLASS (SEE - SCHEDULE ON SHEET 12 FOR BlAOEDAND 1 ' _ _ CONCRETE ANCHOR / - - - ON S¶ET 2B FOR mAcis m s !M ' • 1 2 'MIN: • 2 'MW. y 5 POOREO CONCRETE OR CONCRETE BLOCK WALL ®m®. 7Oy�o BQn i� - REQUIRED TO«®'0•'L�'_®.© END CONNECTION DETAIL 5 C ®. CONCRETE / 12" D.C. 2' IMYINJ,/ �L - D- POURED CONCRETE OURED CONCRETE B L CONCRETE OR CONCRETE BLOCKKWALLWALL REQUIRED /` ` � '/ BLOCK WALL REQUIRED EXISTING GLAi$ V f ' 2' MIN � i1140 GLASS UN. 5 PA TMN (I /� MIN. SEPARATION TO (LASS (SEE TO GLASS (SEE SCHEDULE CN SHEET SDIEDUIE GN SHEET 12 FOR BLADE(DAN) 12 FOR �AOE2- SHEff 28 �ANI 0 0 28 FOR 1 /T� FSAOES ) & ja I FUSE 1. OR 2- MAX. ----__ (AS APPUCABLE)x2•XI/6•xG'-2' I - — - — _l ALUMINUM CUP ANGLE 1 (6063='6 ALLOY) AT MIOHEIGHIT _ (1) aux1/2- S.M.S. TO par' (2)1/4"► TAPCONS ANCHORS TO WALL A. I" O.C. (LOCATE AT OR I EITHER SIDE OFQ) ) OR ®• m®"' 6�• Q7 e B a®"' SEE DETAIL X FO 4 6 SIDE CONNECTION®r"OA Qr"4"V" •®r" '�°'®•�®`®°' TO TRACKS•®p/,•�m1Ty1•�$a, 3l .DET®AIL® Q, •E� a, 'co 'CONN CTIONODETAILQ POURED CONCRETE ,OR -CONCRETE BLOCK WALL /-' EXISTING REQUIRED — _ i _ /, CLASS -4 — UK SEPARATION D a'y----"-- M:GvsS (SEE 1/2- MIN. SCHEDULE am SHEET. 12-FQR'SADE([AND 4 ..ON m&FOR ♦ SEE UAnONS OF USE FOR BLADE lA ON SHEET 28 Q ORi ®� I y ®'Orr®•®uO.O°' JNECTION DETAIL ,W fir- .. _ . • ,. . ,v L1C EAJSF a I;L E C ®i.c. Est Lam• TA, E OF • TILUT TESTING dL ENGINEERING COMPANY ' ,(��,Q. \\\ sass K . !eu. Sw sm. 3m, WRONA GARCeNS. FLOPRA 331 -- - , N�', ,J = s'O,i�AL �rt,1 Phan : (308)e71-1930 . Fe.: (305)871-1531 EB QGae71s .. - .. n [• c�:r'>tvmwtAM Jior Anxrr WPLTER A TIUJT Jr. P.E. FLDRIDA Ua) 44167 A,S.S..A. American Shutter Systems Aaaoclation. Inn. 4268 Westroods Delve West Palm Beach, FL 33407 0-O ONLY FOR SPANS GREATER THAN N 1© Y1> 7 _ 1 EASTERN MEFAL SUPPLY, INC. BERTHA HVTM lion Shutter Svc DRAWING NO 11-194 MAXIMUM SHUTTER- SPAN `, :L " OR FOR, IN I`A'L.ATIONS W/ affam ®& ®-or or W/,ONE H.V. LOCK' ® or ® or or HO 10CK ®W/ N0 °COCKING, RODS or CENTERMATES'.® &, ® W/ ONE HV ."T" LOCK0, W/1`. LOCKING --RODS @ TOP & • HOTTOM: SEE NOTE f .' R,IIMI /� = CONCRETE' & WOOD INSTALLATIONS o WALL MOUNTING -, FLOOR/CEILING , MOUNTING ' L + (R)' I L__ (N L + (4) `-. 30--OP. LES 76'-0° te'-0""16'-0' i4'-tp' ts'-z' ts'4(1 g14!7p" 0" 13 -10' 14-2' i5'-2' 45:5° .12 -5". 12'-B' 73'-7° ' - 55 '` 1I'-10' _'±� ;11'-io' 12'=1'. 1Y-11° '- 65�e'-. 10'-10". l0'-to" l'=T'-Ti'-I I• '70 10'-6" '10'-8" 10'-9'. ,11'-5' 1o'=t` to'-1" to'-4• 11'-t' 85 ' 9'-6" _ 9'-8" 9',-9" W-9". - .81-4" _ 9'-0" .. g•_7r.. ..115 8,_2.. ..7,_3.. W-4• . 8'-11' .:. B`-2° 8'-9• - 125 ,. 7'-10' ..6'-8" . 8'>0° W-5' r- I30'-s T-B'•1 8'-5". V-10' 8'-1' 140'- : `,,7'-5'. t .5'-1t" .77-7" T-6" -T-3 145?,_,. 7'_3` B•_g•. 7'-5" ..150 - 7'-2° 717. 7p-4" 7,_D• . ' .155 7,_0. 6S. -77_2... 8,_9. -7160"„ 6-11- 7.5'-2" T-1",. 6'-7"- ''165 -., 8'-.to" 5'-1". T-0° 6'-4° . 1.70. - 6'-9"-4,-11" 8'-it"- 6'-2" 175 185, 190 _. r` �. 6'-4° '-6 - • 195 -. , . ,6'-r: 4'-3" 6,_5•,, 5'-5" . 200 . "... 6'-2" �.:.: 4'-2• 6.-4 5,_3" ..205 - 6'-.1'1 • - 4'-1' 1 W-3° 1 5'-1° MAXIMUM SHUTTER SPAN* "L+' OR, "L-"- (ft.) FOR INSTALLATIONS W/ t 1 ONE HV LOCK or ®or W/.NO LOCKING ROOS (SEE NOTE t) JMUM SHUTTER SPAN* "L+ "L-" (ft.) INSTALLATIONS RYU1Mr iIr!61 rCAITCoueTcf da 0 W/ ONE HV LOCKS OR JW W/ NO LOCKING wL as.o:` uhc Aso. CONCf oEsa1 - I 1 DEMG I INSTALIJ `PPi55UflE` ,WALL MOUNiINC PtIkSS11RE - ,2 RUNG FLOOR/CflUNO Fl00RJCOUNC MOUNTING (p.•.f.) OR - I !h1 OR -) FIOCR, p4. P.E. INSTALLATION NO (�CCNC�REiEMANSORYY�& � OOr O�UN�TI4NGt W F, K & R. S, & V. FLOGS/CEILING ��Ft G. n;lOil & J F4%/ T. U. W & X 0 MAXIMUM SHUTTER SPAN'"L+" OR °L-' FOR INSTALLATIONS INTO. WOOD SHALL BE LIMITED TO 105. PSf. A.S,D DESIGN PRESSURE RATING, 'I' HY CORNER CENTERMATE #3 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION 22 NOTE #5, SHEET 5. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM .ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" 0 HV ..BLADE IILIEC O i uc. OF TILLIT TESTING & ENGINEERING COMPANY '4t. 5� 8.755 N.W. M-. SC, St". JIM. VMWR EIMDENS. FLORIN 31-1E6 Ph— 11pt 1 : (305)671-1530 , FD.: (305)871-1531 a-maA: 11taeoaw—M 1 E8nWi _UTt9 WALTER A TIJr. P.E. iFFp9rf fRE/DATE rZD:ta4 u- / 44167 I AmSnSmA m American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 •NOTE56 (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN A.S,O. POSITIVE DESIGN PRESSURE RATING. L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE A.S.G. DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: GIVEN A POSITIVE A.S.D. 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.O. DESIGN PRESSURE RATING; DETERMINE: LI+@ MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+- MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS, ' FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING: DETERMINE: Li-- MAX. SPAN MR -WALL MOUNTING INSTALLATIONS: L2 -MAX. SPAN FOR FLOOR%CEILING -MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE. SPAN IS EQUAL TO THE MINIMUM BETWEEN 'U+", 'L2+", "U-" AND "L2 (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE A.S.D. 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SPF /SI A)s ii�/DATE �Poa UT 8 44157 urm®oaa�a a � ©"Exam Ell M" o vEsoo� �moo� �iEEfOOC Iarq®mm i�iQ7®oil [A"=== D1FJ MIS a Eno oo©ova U®o0C 19 Ell ©noon I7osia� armIMME 0000� t01li�i0� I7=0 an�nw n°n0 se es �wSmS.A■ American Shutter Systems Association, Inc. 4268 W'estrocl Dive West. Palm Beach, FL 33407 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP TAPPER+ * SEE ANCHOR SPECIFICATIONS ON SHEET 14 ♦ SEE UMITATIONS OF USE FOR BLADE to ON SHEET 28 VICILTAWaM PMAU JFAo � ► o f. 2011 .EASTERN METAL SUPPLY, INC. 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GF USEI FOR Bu]EE AA ON SHEET 2e * SPECIFICATIONS ON ANCHOR REQUIREMENTS: POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES 1. ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: _ (A) TO EXISTING -POURED CONCRETE: (Min, Fc - 3 ksi) 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,. AS. MANUFACTURED -BY I.T.W. BWLfJEX. (Min. Fc = 3 ksl) 1/4'0 x 3/4" ALL POINTS SOLID-SEr ANCHORS, -AS DISTRIBUTE) BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. (Min, f'c 3 ksi) - 1/4'0 BLUE TAP CONCRETE ANCHCRS W/ CAP AS MANUFACTURIA BY FLORIDA FASTENERS DIRECT, INC. (Min. } c m 2 ksi) 1/4"0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTrNERS, INC.. AND DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED UCENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC, (Min. Pc = 3 ksi) NOTES: AI) MINIMUM EMBEDMENT INTO POURED. CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ ANCHORS IS 1 3/4'. AND FOR BLUE TAP W/ CAP ANCHORS IS 1 I/2", A.2) MINIMUM EMBEDMENT OF 1/4"0 x 3/4' ALL POINTS SOLID --SET ANCHORS SH41L BE 7/13' INTO THE POURED CONCRETE NO EMBEDMENT INTO STUCCO SHALL,SE.PERMITTEO. 1/4'0-20 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 -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 BEHNO SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES -A-1) & A.2) ABOVE. FOR INSTALLATIONS ON VINYL SDING OR S WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER, FOR WSTALULAON BF'INTO EIFS WITH METAL STUDS SEE SHEET 28A. (B) TO EXISTING CONCRETE BLOCK: (ASTM C-90) 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W, BUILDEX. - 1/410 x 3/4' ALL POINTS SOLID -SET ANCHORS, AS DISTRISUTE`) BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. 1/4"0 BLUE TAP CONCRETE ANCHORS N/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC, E - 1/4"0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC„ AND DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED LCENSEO OR AUTKORIZF-D VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. NOTES: 13-1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCGN, ITWE TAP W/ CAP ANCHORS AND TAPPER+ ANCHORS IS 1 1/4" AND TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1". 8.2) MINIMUM EMBEOMENT.OF 1/00 X 3/4'-ALL POINTS SOLID --SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLACK. NO -EMBEDMENT INTO STUCCO SHALL BE PERMITTED, 1/4" 0-21) S.S. MACHINE SCREW USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, AND 1"-NINIMUM FOR WALLS WITH NO STUCCO. B.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELi, PAVERS OR ANY -VENEER BE FOUND ON THE EXISTWD WALL'OR FLOOR, ANCHORS SHALL BELONG ENOUGH. TO REACH THE MAIN STRUCTURE BEHIND END WALL FINISHES. ANCHORAGE SHALT. BE AS INDICATED ON NOTES 8.1') &'B.2) ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR INSTALLATION INTO EIFS WITH -METAL STUDS SEE SHEET 2&k (C) ANCHORS- SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. ANCHOR SPACINGS ARE VALID FOR EIn DGE DISTANCES INDCATED E. 0. LESS THAN THE INDICATED, REDUCE AI4CHOR SPACING LYING SPACING SHOWN ON SCHEDULE BY THE FOU-OWIPG FACTORS, I OBTM US NG F TO HAL LESS THAN MINIMUM SPACING INDICA�FOR EACH ANCHOR TYPE, FDICTANCEI' FACTOR ACTUAL EDGETAPCON TAPCON WITH ADVANCED THREADFORM TECHNOLOGY w' POINT SPUD SET BLUE TAP W/ CAP TAPPER + MEN. SPACING E.D. MIN. SPACING 3" MIN. SPACING - 3 MIN. SPACING - 3 1/2" MIN. SPACING - 3' 3 3/4' 4' POURED CONCREfE & CONCRETE BLOCK P� �� E0.•3 1/2' lE NFL ED. •21/2' POURED CRLTE & CONCRETE BLOCK POURED CONCRETE h CONCRETE BLOCK pWPID CONCRETE MN, EEL •31/2" CarFETE EIMv MN ED,.2 1/2' 3' 1.0 0.90 1.0 0.78 1.0• 0.84 1.9 2 1/2' - 0.81 1.0 - 0.87 1.0 2' 10.71 - - - 0.59 1 3/4' - 91 - - a43 - 1 1/2. 1 0.35 - - - - 0.35 - 2011 EASTERN ' L E 6 C 1. C. ®sh AwS w A■ Accordion Shutter System Arnorloan Shutter Systems H.V. 6lADE I W OR W 0 HV. WINDOW BLADE d H.V, 6LAD I I GRAWN TILLIT TESTING & ENGINEERING COMPANY 55 R.W. 38th. St, 3t 305, VRO11 A GMOOIS, FLORIDA 33186 Association, lea. REV. N. 1 OMCRIPTIC14 OLD 08-152 QATt 12/02/11 BY; M.C,VM,C,V. DATE: 12/02/1 Phone : (305)871-1530 . Fax : (305)871-1531 4265 Westr00d5 Crive 7 DRAWING No - 4 m02: West Palen Beach, FL 33407 3 00067109 W-0000719 WALTER TILLIT 4 11-194 A Jr, P,E FLORIDA UG. 14A87 9 -1 QLJCCT z n (� � �q''T.T'C•'rai�. ©Q][ ijlfY3>mEiO[7Q[1®m®d® tlFIimIMQ3]EMmKRUM �t�Im ' r�i�oppm®EO pap���mmmdploi0om®®l®®®®®®Fml uQ000OF�t70�®©OD©© - dIN F7[70©E©i©©d"Ran © �onpopKEKmm r om®�[F�IL1pCFa£7i 00"i70 0mm0 MMEUt7 Ila�#fad0[Ndel®®mdm®EE(] ©ppOOF��1d00d0o0�Ef i7i7F7f7F�Opm©Odddd pdEII7[d d 6!®000000® OODOD�ENKA m"© ®aIm. i7 t7000l7m [©®00I700p®®®F&lOd® mmdFOOmi©�®d®m F�Qppppm00d pE�F�o x t0®�ooppd®®�iv - i00E�©©mmoo HI am" "Mod®[©®IO[!o® F7QpppQ Ex IMEN0p IM� v000v�®po�ioovav��o MIRHUmm"®®0p�® ®00oop0�Q7fAo®E�p ®mood onl®®mv®no ��44p©Odp�© vmana ®0E7odo0®iQ7QElo®Fd� WE �OFJrQOQENL![70m M Qi®iadppo0®o[1�DE�:i DEiOQ®Ovp©©E�©m do©dd ®®mOddd�.7®0D�0©�EiM m®�adonital�®�®ram©®v ®®R7aoDHIM F11F70md®Oppdd©dmOO oQmovv®ododvodo® gym®o dQp®m f. m®mvvvvo®va 1r7I37®ml� Eap®®F wom®vawo©�IMKM 700®d0oi�7®t p0oo00od o 8 ®d[®�mylo0c�dpo® ®®mdO oQio�O®m®00 0®0®®p00000�MEOM dQppp<dpMN i7QF7a00pp®®MIEN K-2 MMMIM l 0®�Di7[�C10IF�E1d®Odd ®00rido0drAlRAM ®�dOdi7L7®Q�pm®�Li Oppp®®G1oE7ddF3iE]IDod M ®mdo[70d7mMm�0ti �F1o©0000®F1oEfo©oo m®t170[?•d®�Ino�n mv toe n�Qm®ovvv©©®®vlsae� iFNQME" ®®�®dOpppOjgiIDEum 1a00®®©p®d v0mCH ®®mE�glfpC>1Q)f®d00 IMIM auv®vvod Ex E70t70p MM oOp0� EUMMI 00©0©oMM it!®QppdpdOq®,uo0�0 EfOfyGiESlOpMu WE Im "MM IM IM �®mEllovolow�lolvl�nv . ®o�Iovol��!©O=1 M taonovQotollvos�®olravo ®dOvaAia�I �0®EH= EMU©0�0000 i©OOpa F1filiipdpppOpdHE" d®d®OOviiO©QO®©IviOt 0®MIMM =0p®®IMM == �muzue ' ma M©Q�®0©od0 aamldl0®a0r� r�doe0l�Clt4 IFaQ�AOIoe�Io d" od©®ovvo ®®0®v®®v ' aN18HOMME dppvov©ooiovvo®n "S * KEEN �oppoi IN ==1 M EUI glAOQQ EiF�L"L'1�7JIMUMIN p©N'Re C ®INC TILUT TESTING & ENGINEERING COMPANY 55 N.w..78th. St, Ste 305. NR6INIA 01RM4. iLOR 331s6 Phnm : (305)871-1530 . Fax : (305)871-1531 ,-mail: Hte..O.N.— I E13-0006719 WALTER A. TILUT Jr. P.E. FLORIDA U.. f 44167 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP TAPPI*R+ '� SEE ANCHOR SPECIFICATIONS ON SH='ET 14 0 VAUD ONLY FOR UP TO +70. -75 PSF A.S.D DESINC PRESSURE RATING & FOR SPANS PER SCHEDULE A SHEET 12 1 HV BLADE L ONLY American Shutter Systems Associction, Inc. 4268' Westroods Dive West .Palm Beach, FL 33407 ® 2011 EASTERN METAL SUPPLY. INC. Accordion Shutter DRAWING No 11-194 -MAXIMUM ANCHOR+ SPACING (jy SCHEDUI 'NEGOVE A.S.D. DESIGN PRESSURE RATING` / (SEE MOUNTINGS ON IS !S3" L.J EB T SOUTHERN' PINE No.,:2- W/ ,MIN. 'G=0.55, SPRUCE PINE FIR NO DOUGLAS -FIR W/,' MIN. G=0.50 W/ MIN. G=0.43 MAXIMUM. SPAN .WALL. MOUNTINGS•' CEILING, MOUNT. WALL MOUNTINGS CEILING (ft) M N.- & R : -FLOOR MOUNTINGS ` M,' N, O & R FLOOR w &=x w 5O. NEGATIVE DESIGN LOAD (p4 kS.D. NEGATIVE 'DESIGN LOAD (pst S.O. NEGATIVE DESIGN LOAD (psf ILS.O. NEGATIVE 30 40. 60 75 90 165 30 40 60 75 90 105 30 40 60 75 90 105 30 40 fi( -0° OR LESS 12 10 10 9 8 8" 6 6 6 6 6 5 12 10 10 9 8 8 6 6 6 12 - 10 10 9 8 8 6 6 6 5 4.5 '4- 12 10 10 9 8 8 8 6 5, 5 12 10 10 9 8 8 6 6, 5 4 3.5 3 12 10 10 9 8 8 6 6 4.i 6'=0" •. 12 10 10 9 8 6,5 6 6 4.5 3.5 3 2.5 12 10 10 9 8 4.5 6 5.5 3.1 T-0" •: 12 10 10 A 6.5 4 6 5.5 4 3 2.5 2 12 10 10 9 4.5 3' 6 5 3 12 10 10 7.5 4.5 3 6 5 3 2.5 2 2 12 10 10 5.5 3 - 5.5 4 2.! 10 10 5 3.5 - . 6 4.5 3 2 2 12 10 8.5 4 - - 5 3.5 2.! HEETS 18 & 19) I� :� T E . RTH �SP.RUCE PINE F(R, SOUTH I�%f..MIN: MOUNT TiN4LL. MOUNTINGS . CEILING MOUNT T MOUNTINGS FLOOR MOUNTINGS CESION LOAD (psl AS.D, NEGATIVE DESIGN LOAD (ps S.D. NEGATIVE DESIGN AAD ({ x ®x ®O00©®®0 CI®mwOfol�©©00� ®®OOno In ®0 ®®DIN w 0OO®0®ice©00 Ct ®00v0®©L7Elmn In no On GOON Obi®L�®oiiEi© arms NOTE$ ON ANCHORS R OIIR MFNTS `Urnnn cniianTael;. I J f ANCHORS TO WAIL, FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOUDWS: �I/4 4 TAPCON OR TAPCON-WITH AOVMICEO THREAOFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY @ "1.T W BUILOFJL tY/ MIMMUM THREADED. PENETRATION AS IN01CATED AT EACH SECTION ON SHEETS 18 & 19. EXCEPTION: -SEE NOTE 2 BELOW. _ -- 2.LANCHORS T0'HOLLOri'CEILING SHALL BE PER MOUNTING TYPE U; :THEFT 19 AND SHALL CONSIST OF i :tir ,LAG SCRWS .AS IPER. N.D.S. 2005 SPECIFICATIONS. • - 3 SUBSIRATE,SHALL CONSIST OF THE FOLIAWINO SOUTHERN PINE No 2-W/ G-O 55 (NA.S). ' DOUCIAS FIR W/,G-0.50 (N.D,S.) N - >=SPRUCE PINE FIR NORTH,W/ G-0.43 ' ,SPRUCE`.PINE FIR SOUTH,W/,0=0.36-(N.O,S.) ' MN. 1/2' COX PLYW00D'(1986 APA)- , I '4._ANCHORS SHALL BE INSTALLm FOLLOWING ALLOF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE _L ANCHOR. MANUFACTURER,' _ I 6,1=o,�E '7 /§Z a 1/2" MIN. CDX PLYWOOD WALL MOUNTINGS P&Q D, NEGATVE DESIGN LOAD .ara�csa�I�ITra�vrl iTi F,.CJv i ©[0©CtOC1®BOO ©OvolC•®©®vii d CID©�� 0 C ©MOWaOv©©Ov vv©otvi IN 9NE101=®®©01 ©0 IUnNOOEIlC®®v0®CI ON WIMEmo00ve�==s mm 0 C C 114C. - y t•. a • S7A7E :' �` TILLIT TESTING & ENGINEERING COMPANY 8]79 N.W. 38U,SC Su. 305, VOG NA CAROMS, FLOWM 33188 _ - atLP.•. .i%r11Dp•.•\(JX4 PnaM : 00O )871-1530 . Fax : (305)871-7531 e711: - Lat �1 i {'mot al -00067181.com WALTFA A. TILUT Jr, P.E. i Lritir`n4:r�araEl ina.Tr tr�p FLORIDA I;.. $ 44167 ♦ SEE LIMITATIONS OF USE OF BLADE ©A ON 5HEE1 28 �.�■�.Am Amorican Shutter Systems Association; Ins. 4268 WestrMs Dive West Palm Beach, FL 33407 ® 2011 EASTERN METAL SUPPLY, INC. BERTHA HVTm Accordion Shutter System BLADE 1 W OR VI O H.V. WNDOW BLADE & H.V. BLADE . N. DESCRIPTION I DATE I DRAWN BY: M.C.V. A,G 1 OLD 08-1S2� /Ill DATE: 12/02 11 3 DRAWING No 4 11-194 r+ I. ANCHORS TO WALL, FLOOR OR SCUD WOOD SOFFIT SHALL 3E AS FOLLDWS: - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W, SUILDER W/ MINIMUM THREADED PENETRATION AS INDICATED AT EACH SECTION ON SHEETS 18 & 12. EXCEPTION: SEE NOTE 2' BELOW, 2, ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U. SHEET 19 AND SHALL CONSIST OF LAC SCREWS AS PER NOS 2DO5 SPECIFICATIONS. , 3. SUBSTRATE SHALL CONSIST OF THE.FOLLOWING: -SOUTHERN PINE No. 2 W/ G-0,55 (N.D.S) -DOUGLAS FIR W/ G=0,50- -SPRUCE PINE FIR NORTH W/ 0-0.43 (N. S.) -SPRUCE PINE FIR SOUTH W/ G=0.36 (NA.S.) -MIN, 1/2" COX PLYWOOD (1986 APA) 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS. AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER, i £ �I osl ' 'tI r �1 Sj/�rCn t ks- ,(� 1 ~ IILIECO TILLIT TESTING date. & ENGINEERING COMPANY t ' `JF ,\ 6335 N.W. 36N. 51j, Sl M% WRGRIK GARDENS, M1OROA 33155 ti �`PAiL rT��� Phan.: (30?)871-1530 - Fax : (2105)87I-1531 E13-000lto06719ol.co- 1YN.17R L . iI1T A. TILUTJr. P.E. FLORIOA Uc. P 44187 FLORIDA BUILDING .CODE . p A S ■ S . Ar rlcan Shu#kr Systems - Association, Ina. 4268 Westroods Crive West Palm Beach, FL 33407 02011 E Accov H.V. GLADE 11 W R 0R GLn 2 3 s DRAWING No 11-194 y, T . F-.:;Z, E SOUTHERN', PINE- No. -`SPRUCE PINE'-,-, SPRUCE PINE 2 W/MIN, G 0.55; -FIR NORTH- FIR SOUTH MAXIMUM DOOUGIAS FIR. W/;-W/,MIN MIN G=0,50 - _ G=0:43 W MIN. G=026 SPAN -- '' . 0 WA,LL `MOUNTINGS B 0 WALL MOUNTINGS B.O.WALL MOUNTINGS , %- , , . - S.0 NEGATIVE DESIGN IDAD (pi S,O., NEGATIVE gE51GN LCUN. (pR1 A5.0. NEGATIVE DESIGN LOAD lPu 30 40 60 75 90 105 3D 40 60 75 90 105 30 140 60 75 90 105 3 0" AR LESS 12 12 12 12 112 112 12 12 12 12 112 12 12 112 12. 12 12 12 12 12 12 12 12 112 12 12 12 12 112 12 12 12 12 12 12 12 T2 12, 12 12, 12 112 12 12 12 12 1i! 12 12 12 12 121.5 1 10 6'-O'-, 12 12 12 12 12 12- 12 12 12. 12 12 12 12 12 t2 1.5 T-0 12 12 I2 12 12 12 12 12 12 12 12 10 12 12 12 10 8 8 777_12 12 12 12, 12 12 112 12 12 12 0.5 9 12 12 1 11 18.5 7 17 wz y, r 9' T2 12 12 12 1,2: 1 O. 12, 12. 12. 11 9 8412 1219.517.5 6.5- .6 '10'-=0"''., 12 12, 12, 12 1.5 9.5112 12. 12 10 87 7. 12 12 8.5 7 6 5.5 r L1;=0.`--,-- 12.12. 12 12 10 8.5 t2 12<11.5 9 7.!i 6.5 12 12 B 6 5 5 12. 12. 1'2 '1,5 &5 8- -12 12 0.5 8 '7 6 12 1'1 7 6 . 5 4.5 12 12 12 1 ME 8.5 7,5 12 12, 9.5 7.5 .6_ 5.5- 12 10 6.5 5 4.5 4' 12 12 12 9.5 8 6' 12 f2, 9 '7 fi 4:5 12 9.5 6 5 T ' 4 15`=0" Y2, 12 1 T 9, 7.5 5 12 12 8 G.5 5.5 3:5 1.5 8.5 6 4.5 q 12. 12. 10._ 8.5. 6.5 4- 1.5 12 8 6 45 3 11 8 5.5 4 { O HV BLADE CiNLY . j b' '= 4- INSTALLATION DETAILS ON EXISTING WOOD BUIL MAX, ;MUTTER SPAN L+ OR L. BE 111AITED TO 105.0 osf. A.S 11 1/4.0 TAPCON OR A S.Cl DESIGN- TAPCON WITH -ADVANCED ' - THRFlOFORM TECHNOLOGY - I/ `W/ 1 1/2' Ml, PENETRATION TA OF THREADED AREA TO EXISTING WOOD HEADER. Y ` TN W� x' (SEE SCHEDULE ON SHEET 16) .. + OF EX OR�..! (5 - ' WA 1 FlNIS H .. ry s N s t- ` �OPTIf i EXISDNG Mk.: 'HEADER REQUIRED DO ORh:DUSTING MIN. M6•L'ffPlRA110N I 1 2°x4' WOOD HEADER REQUIRED _s.--.tl OLAS T0; G1A5S (SEE :. I I .. Y 'S� •. 12 F0.4 BIALES(1JA7"mGLASS 7�---• 4EET 26 FOR ON I , ' EXISTING MIN, SEPARATION (SEE SCHEDULE j ,. y GLASS---j ON SHEET 12) r : ' IMb'HV-tNAi1_ 14 iD"_bIPISTAI t e-T1_� ON Hy WALL HE/ EXISTING. --:; ':. •. CLASS—"y. MIN. - -- NM+SEPARATION SEPARATION 2'x4' CONT. jj-- -TO CLASS _ (SEE SCHEDULE I r I 1 EXISTING TO GLASS (SEE SCHEDULE- -WOGD FwTE REO'D.-1 3 p OK ..HEFT 12 I I I I I V " G�S� ON SHEET 123 9 I 3 t :.1.. •a�, 1/4b i WALL I I 1 L.J MACHINE 1 /4'-2( y FINISH I I I.I ! 12" O.C, ht, 2 1� .r y 1 _' -1/4 a TAPCON OR ' W000 REO'0. , TAPCON WITH ADVANCED '�• -, THREADFORM TECHNOLOGY / TAPCf W/ 1/2' M(n. PENETRATION OF MRFADED AREA INTO PLYWOOD. THREi SCHEDULE ' THREA (SEE ON SHEET 16) EXISTING MIN. 2"x4° STUDS - �`• - - . _ .. ; _ , - ".i/2" NIN, COX PLYWOOD REO'D. 'a- 16* O.C. MAX Rc-Ob. (SEE E9USTING MIN.-2`xA;. STUDS ® 16' O.C. MAX. REO'O. PLl'1Y000 TO BE ATTACHED TO ' MOS IN ACCORDANCE WITH I/2° MIN. COX WALL F PLYWOOD-REO'D. PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE SECTION 2322 OF THE F.B.C. _ - SECTION 2322 OF THE F.B.C. . - ! P 1 WV AHAI 1 C11 I ILICTAI 1 ATInAI - � %A1 LI\/. NSA 1 I C11 1 11 TAPCON OR )N WITH ADVANCED IDFORM TECHNOLOGY 1/2" Min. PENETRATION IREAOED AREA TO NO WOOD HEADER. SCHEDULE ON SHEET 16) I @ L--EQ E01 Y OR ADVANCED TECHNOLDC PENETRATIOt A INTO PLNV E ON SHEET MACHINE SCREWS ® 12' O.C. 41 1 EXIST -NO 9 CLn55—U 9 0 2"x4° CONT. SILL PLATE REO'D. j NOSE: I -SEE; SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY. 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION, -SEE LIMITATIONS OF UaE OF SLICE 1A ON SHEET • '" - q T; S •'per ,�f•' „� Q T'� -• Y TIWT TEST NG &ENGINEERING COMPANY 6�95 N.W. 361h. SL, Sb. ]09, OF iA e cJ, 11ROI:iIA OAROCNS. "LORD' ..... Phone : (709)071-1570 . FoK : (309)877-1331 t6taco®aul._ :�RlDP•,;.•'-man: - a Ssf ..... `� 111 - O/v - ! EB-0006719 WALTER A TILUT Jr. P.E. - - r 1AGN I�t1 " P.E:. SEAk �l 1 :v T114/DATE FLoamA ua. g 44t67 i ME, I 4-•' `-1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/1' Min. PENETRATION OF THR OED AREA _ NIDWIOTH OF WOOD PLATE, by, WALL SILL (SEE SCHEDULE ON SHEET 16) IINSTALLAT1bH 1 MIN. SEPARATION TO GLASS —(5E£'SCHEOUIE I 1E105TWG ON SHEET 12) ' GLASS // // I I 8 IAACHINEOSCREWS .S. I 0 USING 1/4'-20 NUTS II I IIP�IT11(�-7 II� 8 12° O,C, I 11—�J �: �rr.•�'"�'t,.c,- `1�OR 18 .. 1 n I no' S A.�uS A►■ American Shutter Systems Ansoolation. Inc. 4268 Westroods Drive West Palm Beach, FL 33407 VOR ADVANCED TECHNOLOGY 16) 2011 EASTERN METAL SUPPLY, INC. DRAWING No 11-194 (IF APPUCABLE) - �, .(SEE SCHEDULE ON..SHEET 17) PN, 11P5 TRUSS HEAD TO BE CERTIFIEp BY -- - EXISTING WOOD 1'M,' A;HINE SCREWS REGISTERED ENGINEER OR EO - EO TRUSSES OR /-20 NUTS HINSTN.LATION, I O.C.EOUIRfOSHITECT PRIOR TO/ 0 12 O.C. 1 OR� 1/410 TAPCON OR — TAPCON WITH ADVANCED EXISTING SOFFIT �50. THREADFORM TECHNOLOGY W/ I 1 2' MITI. P--.NON I 3/4' No.. THK. OF TRRE/ADEO AREA TO EO / 1°x4°x1/6° CONT. ALUM, TUBE OPTIONAL - 'I N.O,. STING WOOD BEAM I / S 14 S 4" EC .EO I'x4 TG ALLOY) W/ II (SEE SCHEDULE'ON•SNEEi 16) I ® 61 O.C. I © (3) 5/18'0 LAG SCREWS TO 1 i 1 1 EAACH RAFTER OR TRUSS. OY 1© OY O I I OY OY ® LOCATE LAG SCREWS AT I EXISTING MIN 2"x4 ` - - I I EXISTING, 74 - 1 I MIDWIOIH OF EXISTING WOOD IiEAD�i REQ p.." MIN, SEPARATION I MEMBER, (2" Min. NOMINAL MOTH GLA55.•' II TO CLASS { OPEN HOLE AT. EACH W/ 2° Mh PENETRATION OF (SEE SCHEDULEON SHEET 12j I IX15TING I I STUD TO ACCEPT —I THREADED AREA, VALItl FOR -ti •. - - I - GlAss� MN SFPMAl1pN AT CENTER OF TUBE, I �. A.5,11a DESIGN LOAD MO —I 5/16"0 LAG PAN. THIS IS S HV WALL HEADER IN4Te1 a �NLY VAUD a, g>�7 1 TO I FOR W000 W/ NIN. SPECIFIC TION I ICFOR �(1)Np EXISTING 1 snra.c ax 1 LADIES. - _ I eiDLsp�Qy I i GLASSAS OR �� FIR OR SOGRATYFUTHERH PINE N.L. 2, 1 OR OR EQUAL.1 SEE SKECT 4 FOR TYPICAL SHUTTER ASSEMBLY, - I 2-AIOUNTiNG, SECTIONS CAN BE COMBINED, ' IN ANY war To su T. ANr NsruunoN INC_TAI I ATIAN V GE( IL NG .INSTALLATION T HV CEILING _ OH ,h ..'MIN. SEPARATION - ..� _ . mal.6 I I T OR IidIN. SEPARATION I I ' II TO CLASS .. I I - I i ,�z rawEj,°eo t I I I TO GLASS IXGLA55-.J (SEE SCHEDULE ON SHEET 12) N 1 OLASS\ j �'OACESSP R®n i I i � -� (ONN SHELEiz) 1 V I I I I I 1 ALTER NA I I I r-K _ Yutt • -i , , ANCHOR I IXISIING I t3 I I FINISH ' - CLASS— 2'x6' MIN. WOOD I -. 19 I 4' - ©♦ 7 1 LDG j d10xJ/+' HEX I I I I DECK REQUIRED NON W ro ASHER HEAD TEK (NO FITGSH ALLOWED) 2`xB' MIN. WOOD ` I SCREWS ® 12" a.a DECK REQUIRED 13 aR® FINISH PLLOWmj EDGE OF DECK IF APPLICABLE ' - `_Q ED 1/4 0 ::Ox3/4° S.S. EDGE OF DECK 2' 1'. �- I/4`0 TAPCDN OR - . 1° PHIWPS TRUSS HEAD IF APPLICABLE I /4"m F.ry. 7APCON an - .TAPCON WTTH ADVANCED Min. MACHINE SCREWS EDGE F.H. TAPCON Wlhl ADVANCED - THREADFORM TECHNOLOGY W/ 1 4'=2p NUTS 2" MIN. OF ,_ ��- THREAOFORM TECHNOLOGY NIN. DECK IF �/ W/ 1 1/2' MI.. PENEIM71ON { 1 4 CUNT.-w 1 1/2 N PENETRATION _® 72 O.C. - _ . APPLICABLE ---2" MIN. OF THREADED AREA 'm SILL PLATE C� THREADED AREA 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECH OLOGY MBDWIOTH OF WOOD PLATE. READ - MIDWIDIN OF WOOD PLATE- - W/ 1/2" Mtn. PENETRATION OF THREADED AREA INTO WOOD DEM. 1 (SEE 'SCHEDULE ON SHEET 18 1N.A (SEE SCHEDULE ON SHEET 17) (SEE SCHEDULE ON SHEET IB) •SEE UM TAt1aN4 OF USE pf ) BLARE I�GN SHEET ze OX HV WALK —AVER INSTALLATION HV WALL SILL INSTAJ�eTIAN QtiV FLOOR INSTA TION FLORIDA BUILD IN® CODE Yon High Velocity Hurricane Ion 1L,Lo�p<CI Tl' d I 402011 EASTERN METAL SUPPLY, INC, • ;r°" ` QcE& - A d E C BERTHA ilTM rdion Shutter Sys0 INC. tem�� H.V. 9IADE #I W OR W/O H.V, WINDD'8 BLADE k H.V. BLADE American Shutter S stoma TILLIT TESTING &ENGINEERING COMPANY Y Eve o DEs a ION oA "DZIWLI BY: .C.v, e o STATE OF AssoolatTon, Ino, 1 pLo oa-,az a/az/n DAre 1a/az/n SS N.W. ]EOr. St., Sq. 305, %lRQNN GARDENS, FM%DA 33105 Pnan, : (3aii 71-Imo .Fax : (Jas)Bn-m3, 4268 Westraads Dri/e 2 ,p .. �?IDA ,. ' AA a -mall: GReo c d.aom West Polm Beach, FL 33407 J DRAWING No EB B 9 r6 L�`O OVAL lr tvr�`�44 L1i -Dp0 71 1 1 "' .7 _ LI WALTER A. TIWT Jr. P.E. 4 P.E:. SEAA`�j'�IOg;jjI;l��DATE !FLORIDA U. 8 4a,67 s aHEEI _ ° 9 !2F 28 - END INS►LLATIONS i n HV f3c .6 2'x4• MIN. _ WOOD SM)S. "(AS'APPLICI9.E) FINISH EXISTING GLASS INARlY'ION TO,OA4 (S SCFm. c aN SHEcT is r • \ / 1/1`0 TAPCON Oft TAPCON WITH AOYOJICEO iH co," RN .a„ 2.4• MIN, WOW TFlHNOLOGY• NYl BDILOEx SNC9 RE01D ANCHORS 0 6' O.C. W/ 1 1/xTHaEAOm I �; PEN�R.1nON 6VT0 SNOB Ca,;, W/ MIN. 1/2" THREADED •{ PENETMTION TO 1/1' COX PLYWOOD x � IF NO STUDS EXIST. -flx .S iz e E05nNG GLASS TF 1/1•PLWIWD UAL EPAAKN _ 12 FOR BLACE(DMm WSlitII xe iL9 3' v .—�. ••.•. -• y�5 N. _..." TO GIASS 1Y Sol=O� .. BLADES Q & 9 r ' 1 'MIN. (6083-TB) CANT, CLOSER PLATE. (LOCATE 1/2' E NSH 1/2. 4W. COX 12 FGR NA[ PLYWOOD. CN A?8ET 7 9IDESQI If AT EITHER SIDE YIN CF(D) 1 b18t1/�' S.N.S. Alex, /2C•' 5.4.5. — �- .. '' ••a ( �® r• SEE DETAIL % FOR. SIDE COPWECIION I OR ®• CD J O i� O'� to TRACKS ®(�. ia� �A4� �© Q END CONNECTION -DETAIL Qt Q CONNECTION -DETAIL E)ISRNG [i,SS->'- •. �.. 1/{'• TAPCON•OR TAPCON 1/{'� TAPO)N OR TAPCON A" ADVANCED TMRFJJ)FCRM . WITH ADVANCED "THREADED TECHNDIACY pW' BV10a TECHNOLOGY L (If 2. 4' NIN. IYOCp rJiWORS W/ 1 I/2' YIN. ITV 6VYDE1t _ ANCHORS- W/ 1 I/2' MOT. `• _ I,QL SEnYM71O1 STUDS REp•0-1 TNRGDEO. PENE)PoVION TO CLASS fSFE _. .. INTO SMS m 12. O.C. THREADED FENEiRATON INTO SNDS 012. D.C. ./ICtif2• MS. 010 OLD. LL1110001 1/2 ION. 7--.tEi FOR (A v,L 0-C^.'.`J"'lY'•' `WALL FINISH 2'r4' NRI. D. / NALL„J 0-0-©•C STUDS Ri2)'D0 FINISH p . END CONNEGTfnIu nr A11 ( 1HD OONNECTION DEIAI 1-1 1-ER A, ' 1 1/2' YIN. COX PLYWOOD, WAL� / \ FINISH I It 2'.4' MIN. WOOD SPUDS REOTI• EXIS''''''jTjjTI�NNG GLASS MNARM 1p I2A53 (sE I /2• AIR:. o a 11 FOR �ON T" PLri1000. MA OD&Q •'VYra1•W / \ A 2'.4• MIN. ,—WOOD STU OS. (AS APPLICQLE) /E%ISTM GLASS 4 '_j '=) we.ao),D •.`J.SEE DETAIL E FOsloe coNNEonaf OR � TO TRACKS SEE DETAIL K FORat-�-© O«C?-� ®� MOE CONN s�I(9 END CONNECTION DETAIL Q END CONNECTION DETAIL +-QUIRED ONLY FOR.SPANS CRUM THAN 12'-0• ( SEE LIMA ATIONS -OF USE OF 4 4 81AOE to ON SHEET 28 �b IILIE C C 11Nc. n TILLIT TESTING & ENGINEERING COMPANY 391h. 21.! St.- 305. VMKIA GARDENS. FLORIDA 33146 Phone: (30')871-1530 . Fa.: (305)871-1531 _ _ .., - -. .. " .s •'. Q/1�)Da , r'4Q 11 I •......, ���� L1 P.E. SE'%DATE a -mad: tataro00ol.Com EB- WALTER A.OTWT1Jr. P.E. FLORIDA tic. / 44167 --- WIT OROOR(DCR fi OR®OROCR CCR@OR(qCR0 , PLAN 1� A. S.:�.,A. American Shutter Sy)stame Association, In'). 4268 Westroads Drive West Palm Beach, FL 33407 02011 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System H.V. BLADE J1 W OR W 0 H.V. WINDOW BLADE 8 H.V. BLAO N. DESGR1pno TE D DRAWN a, M.C.V./ OLD 08-152 12/02/11 DATE 12 02/1 DRAWING No 11-194 { IT n `�.- ALTERNATE_ 34 LOCATION HVB-X0R - HVfi-H08 13g4 AL 2 Vie' a. z xve-�xll SEE ENOji,�' CONNEC DETAILS.` E v - , . SHEET 24 • .. - TYP FULL.-: HEIGHT .. WOTH-- — WITEO OR +4013. TYPICA I) HT HLADE - SHUTTER' ELEVATION r - _ . r1ra�`l�ra r1A EP IDN P.E. S SKF,NNTT1k1E/DA 0 J a 0 3 �LIEC Q INe TILLIT TESTING & ENGINEERING COMPANY 35 N.W. 33M. SL', Ste. 305. VIRGINIA GARDENS. FLORIDA 331 Ph— ; (305)871-1530 . Fat : (305)871-1531 k-m E 000006c0m e-000871671® WALTFR A TELn Jr. P.E. FLOMDA Lis / s4167 * NOTES ON HD LOCKS AND CENTERMATES: 1. MANDATORY CONDTITON J--U ONE 34 H.D. LOCK SHALL BE USED FOR ANY SPAN AND INSTALLATION AT HEA DUTY SYMMETRICAL CENTERMATES, (31 OR AND AT ANY ELEVATION. 34 H.D. LOCK MAY BE USED AS A INSID OR OUTSIDE LOCK, ATTACHED Iii HEAVY. DUTY SYMMETRICAL CENTERMATES WITH (3) #8 x 3/8" LONG FLAT HEAD S.S.,- M.S. LOCKING RODS Q ARE NOT MANDATORY, i.e. THEY ARE COMPLETELY OPTIONAL. 2. MANDATORY. CONIOMON if 2, LOCATION OF 3a H.D. LOCK SHALL BE AS INDICATED ON SHUTTER ELEVATION, i.e., FOR SHUTTER SPANS UP TO 105". (a H.D. LOCK MAY BE INSTALLED AT MID HEIGHT OF SHUTTER OR AT 12" OVE OR BELOW MID HEIGHT OF SHUTTER. FOR SHUTTER SPANS GREATER THAN 105", ® H,D. LOCK SHALL BE INSTALLED AT MID HEIGHT OF SHUTTER.' A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Polm Beach, FL 33407 )E (Hon High Velocity Hurricane Yor 2011 EASTERN METAL SUPPLY. INC. BERTHA HVTM )rdion Shutter System W OR W 0 H.V. WINDOW BLADE & H.V. BLADI iISCRIPION 1 oATE 1 OfUWN 9Y: M.C.V. L OLD 00-152 12/02 11 DATE: 12/02/1' DRAWING No 11-194 POURED: .,:CONCREEE ANCHORS CONC r(SEE SCHEDULE AEOUIRED' ON • .I SHEET 26Y., J'' )/4'o-20.3/a" S.S. MACHINE SCREWS USING _ - -, /• _ ] 1/4'-20 NUTS ® 6' O.C. _ POURED •. CONCRETE REQUIRED 71, OPTIONAL EXISTING- CLASSMIN " .SEPMAnON - ; SEP" �^--- , TO 'GLASS-lJ. TO OL (SEE SCHEDULE . (DIISRNG ��. OH 59FE( 25) 1 . , �(CN SHEF GLASS - I I '� �p WALL N AD�R INSrALLaTIQN ® HD C EXGLnN5 L— TO nAss°N - J Ca .: (:--WKOUI£ Nei SNEFTS"@pU EXISnNO ON IMT 20) .. <.. i. GLASS. - - - OPTIONAL`,. OPRONALi- . -'f p_X HEAD EO 18 TEK SCREWS L(69 3" O.C. Ii OR 1/4 0 20 5 M.S. -N/ NUT 11 3 0 C r . N • II ' 1/4"0-20.3/4 B.S.,. �PHIWPS TRUSS HEAD " F"' -'I •iCONCRETE ANCHORS' POURED CONCRETE (SEE SCHEDULE ON - MACHINE SCREWS. �' USING 1/a'-20 NUTS ®fi". O.0 1 /a. . WALL REO'D. r :' SHEET -26) (y'H® WALL SILL INSjA 0.1. ..C.ONCRETE REOUIREO/J1' ,. ..NOTE FOR COMBINATION OF a DNS: ": IF.PI �� RAINVIJ� �.:/ 1- SEE SH(it 21 FOR TYPICAL' SHUTTER - ASSEMBLY . :_ ':. •.,. , • E D. EDGE DISTANCE 2- MOUNTING SECTIONS -CAN BE COMBINED I SANY'.WA O.SUIT .ANYINSTAL!- TION. (SEE SPECIFICATIONS ON SHEET 36) CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 26) HSOE OF tE WE SLAB IFARAPPFLICABLE 9mA�9{ OSEEES$04 75) 9 9 I I � j EXISTING { OLASS !" CONCRETE ANCH (SEE SCHEDULE SHEET 26) R HUURED_ FLAT HEAD CONCRETE ANCHORS CONCRETE REQUIRED (SEE SCHEDULE ON SHEET 26) JID TRENCH ,INSTALLATION j-ALTERNATE 814X3/4"°HEX ' Lou on TEH- -WAnECR HEAD O.C;" i , ®+ 1 r 1 vl- ,�_-,•.-. ti V STA TIL E 0. ,KQ. TILLIT TESTING & ENGINEERING COMPANY 9L, :• �355 N.W. lam. Ste. =, VMGINA GAFGENS, FLOPoM 33166 ,. - -. 1 .. ' ,. ' - -. ' O = 1i;1 ,R� p+ Q` 1 a 1 /Q ••'r !!A 4 Phe..: (J05)871-1530 , FGA , (305)871-1531 a-maM VIt..G. 6com EB-0006719 IWALTER _, - (! G j) P.E:. SE711�5� �JRV/BATE A. TILUT Jr. P.E. FLORIDA Ue. / 44107 � f (Sai 9CNE09U: H GN SHE" 25) i EXISTIN.,_ a ac HEAD CONCRETE ANCHORS SCHEDULE ON SHEET 26) 1 )I E!�SHEET 914.3/4" HEX WASHER HEAD 4EK SCREWS.6"- Oz. CONCRETE ANCHORS (SEE SCHEDULE ON 26) EDUBGE OF / SF APPLICABLE 11010 111 \ B \ INSTALLATION [)ETAILS WF/ ® HV BLADE SCALE: 3/8"-1 " . /� Aw& S.Au AmorFccn Shutter !Systems ' Y AsBOdatlone h0. 4268 Westroods Drive West Palm Beach, Fl. 33407 92011 EASTERN METAL SUPPLY, INC, BERTHA t1VTM Accordion Shutter System H.V, BLADE I W OR W 0 HN. WINDOW BLADE & H.V. BLADE REV. No DESCRIPTION I ber I DRAWN BY: 1 OLD 441-162 12/41/11 DATE, 12/02/11 2 DRAWING No 1 1 —1 94 3 4 �INSTALLATION SEE NOTES ON LOCKING RODS & NO ® LOCKS ON SHEETS 21 I 12 HV BLADE L Ex EXISTING GLASS 1 oil' 2 I 2 w2-tl/B'a0 .2•• (6063-%AUGY) ALUM. 1/2 1 35 35 ANGLE W/ (z) 1/4'0 i (OPTIONAL)I (OPTIONAL) TAPCCN ANCRORS To q14 u J/{•S111S. O ti' CONCRETE (TOP/HOTTOMSI - i O.C. MIN. SEPARATION TO GLASS I (4) H.V. �^1 1 - (SEE SCHEDULE ON SHEET 25) PINS (TYP,) I'v (4) H.V. 33 10 TUBE AT EhCN I E. - ANGLE(ttP) l r 4_5 B` B 1/2" PINS (TYP.) a s SER A, 1P�a�J 0, +' Lam' .. - - , _' ,.f1 : '$,• TILLIT TESTI .. -. o7�T(c k'1•���. ,1 h6, Pone (JD! P.E. 5A1,� GIN E'%DATE - I I `J �VB—HDB (OPTIONAL) OUT SYMMETRICAL HD CENTERMATES W/ if�4 ' LOCK (EXTERIOR) CONCRETE OR HVE HUE IE BLOCK WALL LIEGO ill \ SIG do ENGINEERING COMPANY 5W. 303, WRO M OMOEMS, F=0A 33166 I)1171-153a . Fa.! (305)671-1531 ,-mall: tut-0ae1,eOte EB-CM6719 (ALTER A. TWT Jr, P.E. FLORIDA Ua @ µ167 AwSwSmA■ American Shutter Systema Association, Inc. 4268 Westrood9 Drive West Palm Beach, FL 33407 1 METAL OR DRAWING No 11-194 BLOCK WALL REQUIRE D �EXISTINC GLASS(( CONCRETEeANCHOR --1 • EXISTING GLASS ® 16 0 r_ _ E MIN: MIN. S ARATION E;/ TO LASS MIN SEPARATION 1 /16"x7" MAX.— (SEE SCHEDULE .. TO GLASS .(6053-Te) CONT. ON SHEET 25) CATEAT: 6 - (SSCHEDULE (LOALUM. CLOSER EITHER SIDE _ GEEN SHEET 25)= • .. PLATE (LOCATE 1/2" -0F 5, : _ / . I AT EITHER F SO MIN I RA 1 /2" MIN. - 1 #14x1 f2" S.M.5- I y'#14x1/2 S.M. _ ® 16 O.C. ___ �. - SEE DETAIL X FOR )2\--� - SIDE CONNECTIOP (2\) TO TRACKS END --CONNECTION' DETAIL Ot END _QQNNECTION DETAIL Q2 POURED CONCRETE OR. POURED CONCRETE CONCRETE BLOCK WALL CONCRETE -BLOCK 9 REQUIRED .. REQUIRED �EXISNNG7GLASS V #14 2S.M:5 MIARATIDN A / _ TO GLASS COPCRETE �. 1/2" MIN. (SEE SCHEDULE ANCIIOR0. .. 1C0NC RET.E ON SHEET 25) 1.^." O.C. e ANCHOR 16, OCX — 1/2` A1IN: _ L" MIN. _ EQ 2 MIN j 2" MIN. / 5 i/ 4 OR ENb CR CONNECTION D\E✓TAIL�. 5(� V: - I_ND CONNECTION DETAII lIL tv 1/� � , qpSFr_ ) TILLIT TES' o': SIATEOF :rC 055 N. ^391x.! - - S CJ ,L P.E.`S"ATii YDATE POURED CONCRETE BLOCK CONCRETE / BLOCK WALL REQUIRLD __ EXISTING GLASS IN. OSSGN , (SEE SCHEDULE ON SHEET 25) *USE 1" Of: 2" MAX. (AS APPUCASLE)x2'xl/B'xO'-2" ALUMINUM CUP ANGLE 4 (6063-T6 A'.LOY)-AT MIOHEIGHT No (1) Q14x1/2" S.M,S. o TO®& (2)1/4"0 TA°CONS SEE DETAIL K FOANCHORS TC WALL AT 1" O.C. SIDE CONNEC ION (LOCATE AT EITHER SIDE OF044, TRACKSI SEE DETAIL X FOfi., Ir— WALL REQUIRED EXISTING GLASS �F� MIN. SEPARATION TO GLASS (SEE SCHEDULE j ON SHEET 25) BO U% OR® OR@ + © OR SIDE CONNECTION `®+0OR®OR@+ + © OR + END CONNE TION DETAIL ® END CONNECTION D TAIL �4�j • REQUIRED GNLr FOR SPANS GREATER THAN 12'-0" EXISTING GLASS - ------------ ,-b------ MIN. SEPARATION TO GLASS J(SEE SCHEDULE 42 ION SHEET 25) ---------- - 3R®OR , PLAN END INSTALLATION + ®OR (21 HV BLADE -INTO CONCRETE OR + CONCRETE BLOCK WALL: 8 0R%� C ®� A . ■ ® American Shutter Systems Association. -Ina. 4268 Westroods Ddve West Palm Beach, FL 33407 @2011 EASTERN METAL SUPPLY, INC. " BERTHA HVTM Accordion Shutter System H.V. BLADE 41 w ON W I0 H.V. WINDOW BLADE & N.V. BIRD G &ENGINEERING COMPANY ll d 305, MaGINIA WMENS, FLORDA 331e0 871-1530 . Fax : (305)671-1571 - 0! ,Jt.,00.0I.C.M EB-0006719 `LORI A R, # Jr. 67 7ARIGA Llc, y 44167 fY. N OL'6CaIPRON - tt OAAWN 0Y: M.C.V./ i OLD'0e-151 13/02/11 GATE: 12/02/1 2 DRAWING No 1 '�' 94 3 4 e - SHEET .. tt w5 MAXIMUM SHUTTER SPAN* 1-" OR "L—" (ft.)-, .'INSTALLATIONS W/ SYMMETRICAL HP CENT RMATES. QOR� , W/ ONE H.D. LOCK & 'NO LOCKING. RODS @ 4 ,.y ASA aLc . vRs�¢ CONCRETE & CONCRETE BLOCK INSTALLATIONS ALL MOUNTING CONDITIONS 0 OR LE . 40r 17'-110" 45 18,-4. 16-2 '. 75 ­ 12'-B' _ 14•_5, 80 - .12'-3' . 14'-0" . 85 ' ' . _ 11'-11" 13 -7 90 :^ 't 1'-W 13'-2' • 11'-3" 12'-10" . 105 10'-o- - 130 10'-11' .. 140 - 10'-6" 145. - 10'-4- 150 - 10'-2" 155 " -170 - 9'-7" 180 - 9'_4• NOTES: (1) L+: MAXIMUM AALLOWABLE SPAN FOR A GIVEN POSITIVE A.S.D DESIGN PRESSURE RATING. L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING. (2) PROCEDURE TP DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS PR FLOOR/CEILING: GIVEN A POSITIVE IA.S.D. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN "L+' FROM SCHEDULE. OVEN A NECATVE A.S.D. DESIGN PRESSURE RATING, DETERMINE MAXIM M 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 PETWEEN WALL W/ FLOOR/CEILING MOUNTINGS: FOR A GIVEN POST NE A.S.D. DESIGN PRESSURE RATING: DETERMINEt L,+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS, L2+='MAX. SPAN FOR FLOOR/CEWNG MOUNTING INSTALLATIONS. FOR G. GIVEN NEGATIVE AS.O. DESIGN PRESSURE RATINDETERMINE: I LI MAX. SPAN FOR WALL_ MOUNTING - INSTALLATIONS. L2-- MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FINAL -MAXIMUM -ALLOWABLE SPAN IS EQUAL TO' THE MINIMUM BETWEENI°L,+", °L2+','Lt= AND 12-' (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN �ND MAXIMUM A.S.D. DESIGN PRESSURE RATING,TO DETERMINE MAXIMUM ANCHOR i HV BLAD E C O s 1NC. krdr-sfi.., TILLIT TESTING & ENGINEERING COMPANY fi= n.w. 3ath. sL, St.. 30s, vmwiA wDEns, FwwA 33,ea >giDl�.(,.. Phew : (305)871-1530 . Fav : (305)871-1531 a-ma,1: 6lt.00'.L.— ,`-rye t{Ovv yie, It1iP7'I\I�yoeL%n arc WALTER ATILUT Jr. P.E !FLORIDA U.. 0 41, 67 INSTALLATION LEGEND SU851RATE POURED CaNCRETE MOUNTINGS (`'+REST 22) WALL MOUNTINGAA & EE FLOOR/CEILING BB, CC, DD, MOUNTING FF & GO WIND ZONE MINIMUM AST.M E 1996 :-SEPARATION TO GLASS 1 THRU 3 1" 4 3„ A.S.SmA, Ameiican Shutter Systems Association, Inc. 4268 Westroads Drive West. Palm Beach, FL 33407 ® 2011 EASTERN METAL SUPPLY, INC, BERTHA HVTM Accordion Shutter Sy,, DRAWING No 11-194 uJrMa�s �e.Nuo er a :; MAXIMUM 1 4 a TAPCON, ANCHOR*.`SPACIN `,(m� SCH� DULE FOR A GIVE SHUTTER SPAN. MAXIMU,)M A.S.Q.A.S:D. DESIGN PRER 5 ifi TAPro xL RATING. AND A CQRRESE�ONDING MOUNTING 1YP ET FOR CON CRE RUN—INS POURED-CONCRETE MAXIMUM ALL.MOUNTINGS AA THRU GG SHEET 22 SPAN ) (ft) =USE MAXIMUM VALUES BETWEEN POSITVE AND NEGATIVE A.S.D. DESIGN LOADS 50`:OR LESS >50 TO.,SO _ >90 TO 120 >120 TO 160 >160 TO 1 LESS OR'';31 - -s UP 10 67 14 4, - UP ,TO — y t 'S NOTE• . • �'h,. VALO ONLY FOR UP,TO 1&-0" SPIV t . { 1 4 4AllTILLIT } . TEST S%ulOF s355 NA Jsth. St ,t� Phone (30 , 3 SfnfVAL v. J Et`��1� P.E. SEiit/SLONAE/DATE , +'SPECIFICATIONS ON ANCHOR REQUIREMEVTS: POURED CONCRETE �UB�TRATE (A) ANCHORS TO WALL SHALL BE AS FOLLOWS A. 1) TO EXISTING POURED CONCRETE: (Min, Pc 3192 pot) - 1/4.0 TAPCON ANCHORS, AS MANUFACTURED_BY I.T.W. BUILDEX. MINIMUM EMBEDMENT INTO"POURED CONCRETE OF TAPCON IS 1 3/4", A.2) TO EXISTING POURED CONCRETE: (Min. Vc m 2899 pail - 5/16"0 TAPCON XL ANCHORS, AS MANUFACTURED BY I,T,W. BUILDEX. MINIMUM. EMBEDMENT INTO POURED CONCRETE OF 5/16" TAPCON XL ANCHORS IS 2 1/4". A.3) IN CASE THAT PRECAST STONE, PRECAST COI(CRETE'PANELS, PAVERS OR ANY VENEER •BE FOUND ON THE EXISTING WALL OR FLOOR,, ANCHORS SHALL DE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SA O WALL FINISHES. .ANCHORAGE SHALL BE AS INDICATED ON NOTE A.1) ABOVE.:FOR INSTALLATIONS ON VINYL SIDING OR EIFS CONSULT THIS ENGINEER. (8) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. - - (C) SEE BELOW FOR MINIMUM REQUIRED EDGE DISTANCE FOR ANCHORS. - MINIMUM REQUIRED EOCNJ;,_DISTANCE" FOR ANGHORS _ MAXIMUM ANCHOR SPACINGS'ARc VALID FOR 3" EDGE DISTANCE FOR T;'4"0 TAPCON AND ` 3 5/8", EDGE DISTANCE FOR '5/16"0'TAPOON XL. 2 HV -BLADE ®NLI 11 ; JEC10'IrN-c. \ G k ENGINEERING COMPANY S.. Ms. MRGpM aA ms. FLONOA 331 871-1530 . Fax 1 (305)871-1531 A. TILUT Jr. P.E. A Ua 8 44167 American Shutter ' Systems Association, Inu. 4268 Westroads Drive West Palm Beach, FL 33407 1 EASTERN METAL SUPPLY, INC. DRAWING No 11-194 •12 MIN: .1875" .i CLEARANCE TO BLADE Top . r EDGE .a I , A NV WINDOW BLADE BLADE'S .1875" -_ KNUCKLE- \ . 3'O. OPENING _ -�7 �•'- -; (nP). • I` 11 ...0625" , .: Ft OF BLADE - — - OFBLADE , , 44 ;; EXTERIOR I � WINDOW r I. .v®v n i I ON CEMRS L I 2 ha MIN. I I- •! -. I- CLEAR 2 - EPARATION SCLEM I '. I 'i 8f1WEEN" 1 BLADE0625" CP INGS I I 'I 0625'� SECTION Y=`( SCALE:I" - 7" .0625 'O6: 625" EXTERIOR SECTION X—X SCALE: T 1 " d' III EXTERIOR ELEVATION 'E I SCALE: 1" 1" TO EDGE TYPICAL HV WINDOW BLADE AND SCALE:,3/8"=1 POLYCARBONATE HV WINDOW DETAIL IILIEC O m.. \ - TILLIT TESTING & ENGINEERING COMPANY 4= N.W. 3610. St..! Sta. 30 . NRMNM WARDENS, FIAWOA 33168 �^ P.: (305)071-1530 . Fa. t (305)971-1531 1,t 0, md: tat-00.1." 11 EB-0a06719 W/J_TER A. TILUT Jr. P.E. -- FLORIDA tic. 111 44167 A.S.Sm A. American Shutter %-stems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 POLYCARSONATE IMPACT RESISTANT HV WINDOW SAYER MAKROLON 3103 POLYCARBONATE RESINS, W—STABILIZED GRADE OR SABIC INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE -"F" ON SHEET 28). POLYCARBONATE SOURCES FOR 44 APPLICABLE RESULT TYPICAL PROPERTIES STANDARD SAWA SM nmsATK REFERENCE _ NAW&L / Smn I.M.-OWN 3I0] PLI= LaVN 10311f81N PHYc1 " , SPECIFIC GRAVITY MECHANICAL: ASTM-0792 0.043"Ib/In' 0.043 IbAe TENSILE YIELD STRENGTH ASTM 0638 9.400 p,¢.I. 9.500 p.¢.1. FLEXURAL STRENGTH AT YIEID ASTM 0790 12.600 p..J. 13,400 p.o.i, 'FLEXURAL -MODULUS LIAPAOL ASTM D790 340,000 p,¢,I. 345,000 pal NOTCHED IZOO ASTM 0255 1S FT-lb/In 17 FT-Ib/In FIRE BURNING. CHARAGTERIS'j SMOKE DENSITY ASTAI 02843 47.2 R 64.5 X MAX RATE OF BURNING ASTM D635 C-I CLASS C-1 GLASS SELF IGNITION ASTM D1929 t04O 'F 980 'F W A7H RI h., ASTM G155 ' TENSILE STRENGTH AFTER WEATHERING ASTM 638 0302 p.¢.i. 8840 p.a.i. TENSILE STRESS BEFORE WEATHERING ASIM 638 8461 p,sJ. 686a p.S.i. ® 2011 EASTERN METAL SUPPLY. BERTHA HI Accordion Shutter 1 DRAWING No 11-194 TIP. EA. EIO 4 . ' MAX.` 5 YANDOWS •- ALLOWED AT HV N- . j WINDOW SLAOE q, �' 1 ,4' 3 Ilan `SEE END -�-tV,J gggg CONNECTION DETAILS ON -g4 SHEET tI TYP FULL HEIGHT. .i 1YPE PLAN FOR TOP- BOTTOM REQUIREMENTS) � � "Id I MIN. SEPARATION TO GLASS SEE SCHEDULE ON SHEET 12 FOR BVOE(D AND L24 SHEET 28 FOR HJ'DES(11)h fit A r A A A a / II.LIEC®INIC. \ I TILLIT TESTING 8L ENGINEERING COMPANY 53 N.W. 3M. SIB. Sm. 205. VIRGINIA GARDENS, F ORDA MIES Ph— : (305)871-1530 . Fae : (305)871-1531 'e-mail: UJI'=0aal.com E9-0008710 WALTER A TIWT Jr. P.E. ,FLORIDA Lk. # 4.167 I. MAX. A.S.D. DESIGN PRESSURE RATING: +110, - TIO P,24 2. MAX. SHUTTER SPAN: 98" 3. ALLOWED MOUNTINGS: A 0, 0 & H ON SHEETS S. 7: AS WELL AS MOUNTINGS N, Or T. U @ W ON SHEETS 18 @ 19. ONL l. 0 TRY QCEN UST B NEWOEOACONLY AT O NO LAUD CCAEXTERIOR ACCESS DSEEEOF 0 POSING CENTERMATE 5. (A) HV W04DOW LADE 9 SHALL ONLY ALLOW A MAXIMUM OF 6 OPENINGS (3'0 HOLSS) FOR 9 PER RLADE AT SPACINGS SHOWN ON SHEET 27, (8) MIN. CLEARANCE FR0,6( TOP OR BOTTOM MOE Of HV WINDOW BLADE OF ANY eO HOLE FOR_ SHALL 9E 12'. (Cj FIRST OR LAST BLADE COMING OUT FROM STARTERS AT ENDS MAY BE W WIHDOW BLADE U (DI W WINDOW BLADE 1a MUST -BE USED ALTERNATE TO A SOLID HV BLADE lO THROUGHOUT SHUTTER'S WIDTH. (E CF�QEMN7E5 SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID NV BLADE 1 AT EIIHER SIDE OF THEM. (F; POLYCAR80NATE KV WINDOW 511ALL BE INSTALLED SO TABS FACE TH4 INTEfl10R OF THE OPENING 11 G PROTECTED. FN Wh11)OW MAST BE ONLY INSTALLED AND LOCKED USING A HV SETRNC TOOL PROVIDED BY ASSA. INC. 6. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS ON SHEET 16,-AS LIMITED BY SPAN AND A.SD DESIGN LDAD.(SEE NOTES 1 & 2 ABOVE), 7. SEE ANCHOR SPACING'SCHEDULE FOR INSTALLATIONS INTO POURED ':CGNCREIE OR CONCRETE BLOCK WALL ON SHEETS. .13 & 14 AS UNITED BY SPIN AND A.S.O DESIGN LOAD (SEE NOTES 1 & 1 ABOVE), B. MINIMUM SEPARATION TO .GLASS SCHEDULE, PER ASTM E-1998; WIND ZONE MINIMUM SEPARATION TO CUSS, 1 THRU 3 T' 4 8.25' i►wo w/ (x � , f� 21 tarte�c suT \ AmSeSn A■ American Shutter Syatems Association. Inc. 4268 Westroods Drive West Palm Beach, FL 33407 1 EASTERN METAL SUPPLY. INC. Accordion Shutter DRAWING No 11-194 ' MIMMUM 1ASTM2 VARIES:'•I INSIIALLATIONS WI M HV BLADE & HV CENTERMATES IZ1 ' 2•000 t�ax.r Min. RAD A-653 GE 40":Max.; - Min. C-60 GALV, STEEL a METAL STUDS ', W • _. ,;-I 436 - _' INTO METAL STUD WALLS *GB3"L AT 1b' OC: .. .• :, p 6 O.C.r 40 41 l - p•O• D - '19111MQNS t/z• .475'- 36 * OF USE ®1A1J1',",A1�'f',NOMINAL _i -` I ' I--� AM 1 SLEEVE REgUIRED MININUN' - Mtn. 13/4"x a I/.', o.o3s TRDK hn.i / ®g3°C f 2 m o` ,LN S SYSTEM INSTALLATION TO METAL STUD WA 6063-T5 ALLOY CON1, OALy. STEq TRPGK CP.WNq, 43c ASThI A-653 GRADE 40 wn. G•80 I p g• cAygnzEl FASTENED To srm I 1EX5DNG FlNiSN 39 _ 1. MAX. A.S,D. DESIGN PRESSURE RATING: +78. - 75 p.s.(. SEPARATIOAi TO GLASS b .H tll II F L 3.aoG" MOx. 1 daft/2 � TIX SDREws ON AS APPLICABLE ,oR, , EXTERIOR FACE : I - , g�uai ! I MIN. SEPARATION 2. MM. SHUTTER' SPAN: 84" EXISTING GLASS—, TG GLASS --(SEE SCHEDULE) \_@ y 3. ALLOWED MOUNTING: MS ON THIS SHEET, EXISTING FINISH I i (') m 4. ONLY NTERMATE 21 W/ 24 HV LOCK ARE ALLOWED RECUMED wNIMUM " - - I As ,wPu�eLE �� u WITH 21 ARRI+ DED N A S METRICAL LAYOUT. 1 3/4'. 6 1/4'. aO35' THICK Min � I lJ USE 2 35 fi" coxT, cay. sTEEi tRgC1( CH7JiNE1, () ( LONG, MINIMUM) MUST ALWAYS BE WIND ZONE Astt.( E-sae OA GLASS 1 THRU 3 )" 4 ¢° i 43e LENGTH + t' ® 1 f 4"0-•203' BOLT MUST PE14ETRATE 3r 1" t.J7J' ASTM A-563 RAOE 40 Min. Cr60 43c 1 43v O i 061o.c. GayuazEo FASTEIEX TG SCREWS w/ (2) d6.EXT TER FCREKs oN ` I , , I INCLUDED AT XTERIOR OR INTERIOR ACCESS SIDE OF CEMERMATE. I 250° I- _ 050" � - T 1NTEa0R EXTERIOR FACE - Min. I L1/4.0-20 $ ** BLADE SLACK DETAIL HVF IS VAUD FOR THREADS 43 1%A"0 ELCO CONSTRUCTION 1/2" 12 CENTEttMATE AP 21 PLICATION WITH BLADE Q PRODUCTS FAD-LOK HD iEauIRED wwwUM w 6•.1 t/2kG.G35::yEs`:' ' - `- . 43b a 6 0.C,' i Min. ASTM A-653 GRADE 40 Min. 0-60 s1EEL.,--: -,1. :,Moz:: - COMPCNI"NTS METAL STUDS AT 16', D.C. SAT " :I MS WALL: _HEADER&ILL INSTALLATION i - 1 EXISTINNG FINISH AS APPLICABLE SCALE: 3 /8'- 1" - l `(TYP. TOP &BOTTOM) EXISTING GLASS — — — SY MMF:TRYCAL 43b 43c ; :, .• � ,.' : :`,.I �. I. I O I CENTERMATES W, I I I ' - - ----- -- I---- ---- -I i EXTERIOR ,ACCESS SIDE::•_ SYMMETRYCAI r ,CENTERMATES INTERIOR ACCESS SIDE I : •. -• — — — ONT, G% STEEi TRACK CHANNEL, J 1 3/4'. 6 1/4'. 0.035' THICK Win. ASTM A-fi53 GRADE 40 Min. 0-60 •. .MIN. SEPARATION .VARIE: TO GLASS- 2 (SEE SCHEDULE)" I �'•.,•I GALIANZED. FASTENED -TO STUDS W/ (2) d6.1/2' TEK SCREWS ON INIEPoOR k EXTERIOR FACE M . SEPARATION To GLASSI N - _ nix. SEPMAnrn TO Q= r I ,6 �w/ GU1UDF 1n. I� .M.T„­ IN I 4 �- - - _ - _._ -_._ _--_.--t _-_ _-' - ___-____-_-__._ - 1 _ _i ,i1 1 (2)4221 � LOCATED ATt' /U_------' ' ---121 ' _ Nv HEADER/S1L2''ENDs¢ 12 3(finMin.) 24 I VIEW Y 3 1/4" (TrPJ. SIDE CONNECTION TO TRACK .(ContJ Typ.) t/2" (Tva•) I '7° 7' - I. 5 1/2' MAR. SLACK HVA. F]� HVC S ADE SLACK DETAIL HViE FLORIDA BUILDING CODE Hon High Velocity Hurricane Zane) ' j3rrj1y'• C fi �� 0 2011 EASTERN METAL SUPPLY, INC. A BERTHA H'1�'„ ■ ■ ■, ■ Acco 4 rdion .Shutter System "r'�7 I American Shutter Systems TI LLIT TESTING & ENGINEERING COMPANY �' CV. N DESCRIPTION DATE DRAWN etr: V G. S/`� 9755 x.N. 391n. sG Ste. 305, wffiINA GAROENS. RARu4 33146 Association, In.t. 1 OLD 0e-152 12/02/11 DATE: 12/02/t t e_ T£ pp ;+-*i FhonA : (305)671-1530 . Fat : (305)671-1531 4268 Westraads Drlve 2 e l0 to A- 11: Uwa .O.O.cAm West Polm Beach, FL 33407 3 DRAWING No ss RlDA . 'tLQ p ®Goae713 1 1-194 !py��� 11t WALTER A. DwT 3r. P.F s SHEET P.E. 3 /. �j"6TE Fl°aa LA. a 44157 6 28A 0 8 a r � t -� > i , �, �r _+ '.,' a ' , •.�l ' , i -:. ; ,ar g s r bailda epaq ent� BCIS Home , Log In User Registration Hot Topics ' Submit Surcharge Slats & Facts Publications ; FBC Staff BCIS Site Map Links Search j B.usines� Professi al (4,51115i,; 'Pr6ftCt Approval :'USER: Public User e ulatbn Product Approval Menu > Product or Aoplication Search > Apolicatlon List > Application Detail ON M 's M FL # F1r111964'=RS " Application Type evision Code Version 20�io Application Status Approved Comments " . Archived Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (800)432-2204 Irodriguez@easternmetal.com ' • Authorized Signature Bill Feeley lrodrigu6z@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Cate o sue. 9 ,rY ` =-Storm s' Subcategory anels 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 Walter A..Tili(t, Jr developed the Evaluation Report Florida License, PE 44167 Quality Assurance Entity National Accreditation and Management Institute QualltyAssurance Contract Expiration Date 12/3.1/2013 Validated By, John Henry Kampmann Jr. 1 Validation Checklist - Hardcopy Received -Certificate of Independence FL11964 R1 COI EASTERN METAL Certification of independence -. drwg 11-226.0f Referenced Standard and Year (of Standard) Standard Year ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 Equivalence cf Product Standards Certified By Sections from the Code hqp://Www.'flbri.dabuilding.org/pr/Pr,'app dtl.aspx?param=wGEVXQwtDgsxYIeb4opGD ch... 4/5/2012 �a avaau�.,. yuaauuas vvuv va.uuav _ 1 ary G lJl z. Product Approval Method Method 1 Option D . Date Submitted 12/16/2011 Date Validated 12/16/2011 Date Pending FBC Approval 01/03/2012 Date Approved 01/31/2012 ----------._..-.... _.... --- ..... _-._.-_._-- ..... __— Summary of Products I FL # —Model, Number or Name IDescription i 11964.1 0.050" Bertha Aluminum Storm Panel (2 Inch)- Drawing number Corrugated aluminum Storm Panels retained or not by tracks to provide hurricane protect! in. 11-221 Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large missile. Max. span is 13'-0" for +30, -30 FL11964 RI II EASTERN METAL DRWG 11-221.odf Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports j FL11964 R1 AE EASTERN METAL Product eviauation p.s.f. ASO and 4'-0" for +90, -130 p.s.f. ASD for retained report drwo 11-221.pdf panels. See sheet 2 of Installation drawing for other spans and pressures. - Created by Independent Third Party: Yes 11964.2 _]Panel 24 Gage Bertha Galvanized Steel (2 inch) -Drawing number Corrugated steel storm panels retained or not by tracks to provide hurricane protection. 11-226 Limits. of Use. Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL11964 R1 II EASTERN METAL DRWG 11-226 pdf Verified By: American Test Lab of South Florida Inc. Impact Resistant: Yes Design Pressure: N/A Created by Independent Third Party: Yes Evaluation Reports Other: Cafge Misslfe: Maz: span is 9'=10" for +32.6, _-" FL11964 - R1 AE -EASTERN-METAL Product evaluation 32.6`p.s.f. ASD and 2'-8" for +58.0, -58.0 p.s.f. ASD See sheet 2 of Installation drawing number 08-149 for other spans and pressures. reportdrwa 11-226.Ddf i Created by Independent Third Party: Yes I Bacic Next Contact Us :: 1940.North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. COnyrioht 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 mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmasterOdbor.state fl.us. Product Approval Accepts: secu• RND --..r ^a � http://www.floridabuildin�,,.org/pr/pr_app_dtl. aspx?param'=wGEVXQwtDgsxYIeb4opODch... 4/5/2012 } NOTES:GENERAL 1. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.O.) HAS BEEN VERIFIED FOR COMPLIANCE IN 'NOTES: ACCORDANCE WITH THE 2010 EDITION OF THE FLORIDA BUILDING CODE. 'THIS STORM PANEL SHALL fia BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (MIAMI-DADE / BROWARD COUNTIES). 8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS, S.G. TAPCONS, ELCO PANEUAATE, ELCO TVAS. LESION '"WNG LOADS SMALL eE FE-,ER NErj AS PER SECTION 1,605 OF THE ABOVE MENIONED CODE, INTO THE CONCRETE BLOCK UNIT SHALL BE I 14'. e.21 -3/4'? SC'1D ccr A1JrHnPq Suer i_ RE FN7�j?ILY ryBEODED INTO THE CONCRETE BACK UNIT NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED, FOR A WIND SPEED AS -REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND FOR A DIRECTIONALITY FACTOR Kd=0.85. USING ASCE' 7-10 FOR INSTALLATIONS UNDER 2010 FBC AND SHALL I 1/4'0-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS NOT EXCEED THE MAXIMUM (AS.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2. 7, 9 THRU 17. I WITH NO STUCCO. - B.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, ANCHORS IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 ! NG SHALLi0BE 0REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES ENOUGH SHALL BE FIRST REDUCED TO A.S,D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO TO COMPARE THESE W/ MAX. (A.S.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2. 7. 9 THRU 17, I IN 8.1) & B.2) ABOVE- -IN ORDER TO VERIFY THAT COMPONENTS -AND ANCHORS ON THIS P.E.O. AS TESTED WERE NOT OVER STRESSED, A 33% INCREASE IN ALLOWABLE STRESS FOR.WIND LOADS WAS ROL USED IN THEIR ANALYSIS. A DURATION. FACTOR CD=1.60 WAS , (C) TO EXISTING -WOOD FRAME BUILDINGS, SEE SPECIFICATIONS ON SHEETS 12, 13, 14 & 15. ANCHORAGE SHALL BE PERFORMED BEYOND ANY -FINISH MATERIAL AT WALL LIKE BRICK VENEER, STUCCO OR ANY. OTHER FINISH. USED FOR VERIFICATION OF FASTENERS IN WOOD. ! (0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION MANUFACTURER. IeO9.1.2 OF THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB REPORTS g 0321.01-05. # 0812.01-05 AND $ 0119.01-06, PER ASTM E 1886-02, E 1996-02 AND ASTM E-330 STANDARDS, QUALIFIED FOR WIND ZONES 1, 2 AND 3; j MISSILE TYPE D (BASIC PROTECTION ONLY) AND FOR INSTALLATION AT NON ESSENTIAL FACILITIES AS DEFINED BY SECTIONS ` 7, PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS I THRU 13 6.2.1.1 AND 6.2.1.2 OF ASTM E 1996-02. _ - ' (SHEET'4 THRU 8) EXCEPT THAT HEADERS 2, 3, 3A & 4 SHALL NOT BE USED. - 2. ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 5052-H32 OR 3004-H34 ALLOY. 8, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS CONCRETE, BLOCK OR 3. ALL ALUMINUM EXTRUSIONS EkjALL 8E ALUMINUM IATION 6063-T8 ALLOY &. TEMPER UNLESS OTHERWISE NOTED. STORM PANEL COMPONENTS STUDDED PLATE ANDMD SNAP CAP ARE PATENT PENDING. I WOOD FRAME BUILDINGS, TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO - 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AJSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER 'F 9. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL DIN 50018 W/- 50 ksl YIELD STRENGTH -AND SO ksi TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 24117.3.4. LENGTH. 5: BOLTS TO -SE ASTM A-307 GALVANIZED STEEL OR AISI 304 SERIES"STAMJLESS STEEL. WITH 35 ksi MINIMUM YIELD. STRENGTH. tO: (a) THIS P.E.D. PREBARED BY THIS ENGINEER -IS GENERIC AND -DOES NOT PROVIDE INFORMATION FOR -A SITE SPECIFIC PROJECT; La. WHERE THE SITE CONDIRONS"DE<AATE FROM THE P.E.D. 6. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) j - (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF -THIS. -I/4'7-TAFCON ANCHORS AS MANUFACTURED BY I.T.W./BUILDEX. ' PRODUCT. BASED ON THIS-P.E.D. PROVIDED HE/SHE DOES 140T DEVIATE FROM THE CONDITIONS DETAILED ON THIS -1/4"0 S.G. TAPCONS AS MANUFACTURED BY ITW/ BUILDEX. � DOCUMENT. CONSTRUCTION SAFETY ArSITE IS THE CONTRACTOR'S RESPONSIBILITY. -1/4"0 PANEL MATES -ANCHORS MALE OR NAS AS. -MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. -1/4"0 X 3/4" SOLID SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW BOLT & SPECIALTY COMPANY. (c) THIS P.ED. WILL BE CONSIDERED INVALID.. ALTERED 8Y ANY MEANS. NOTES; (d) SITE SPECIFIC PROJECTS SHAH BE PREPARED 13Y A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS AMC) S.G. TAPCONS IS 1 3/4'; FOR ELCO BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER PANELAWTE AND ELCO NAS 1S 2'. USE OF THE P.E.D. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS LATTER A2) 3/4'0 SOUR SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. NO EMBEDMENT INTO THE SITE SPECIFIC ORAWINGS FOR REVIEW. STUCCO SHALL BE PERMITTED. (a) THIS P.E.O. SHALL BEAR THE OATS AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD -1/4"0 -20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST. AND 1' MINIMUM FOR j THAT PREPARED IT, WALLS WITH NO STUCCO, 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED. ON A READILY VISIBLE LOCATION AT STORM PANEL IN A.3j IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR ACCORDANCE WITH SECTION 1715.8.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL -BE PLACED FOR EVERY FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE f OPENING. LABELING TO COMPLY WITH SECTION 1715.8.2 OF THE FLORIDA BUILDING CODE. SHALL BE AS INDICATED ON NOTES A.1) & A2) ABOVE (8) TO EXISTING CONCRETE BLOCK WALL: - i - -1/4'0 TAPCON ANCHORS AS MANUFACTURED' BY I.T.W./BUILDEX. -1/4'O.S.G. TAPCCNS AS MANUFACTURED BY ITW/ BUILDEX. - -- -1/4'0 PANEL. MATES. ANCHORS MALE OR TVAS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. -1/4'0:7 3/4" SOLID SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. - - ��(� FLORIDA BUILDING CODE (Han High ' Velocity -Hurrlean@ Zone) 02011 M700. ING 0.050" BERTHA ALUMINUM STORM PANEL {2 00". DEEP) ofmwM 9r. . ` 'K ~. 9' fit• .' r y y C I L B C O ESTERN METAL SUPPLY; INC A ' 1' - G(rr: . . '. IQiC • 5;` ' �.. " X •' ••. rLO '�� _ rM t T1LMT TESTING & ENGINEERING .COMPANY a2E9 W W ROVE ONK - NET AALV 8fACH. fL 1T407 PPME. (580209-8287. FAX.' (381)841-/7/tt T T-22 T ll`O 1, �i�'fs'••.,,-..••�e�C}'IL1i' 1 N9 rtf6 �6A. 4. Sn. ] L WIdiM CN�vA M1 Slif! wmrs pml��l-mCB219 ('ms)m-1511 ,- a..a omwron an 1ev,r me,wu nn GRAINING Me - V tOri� Pfllli' Le�161 B7 SHM I. OF 17 R Id, 14.101 " (TOTAL WIDTH) 12.000' (EFFEC71VE WIDTH) 1.070"'-;--{ 1 II �®u RPPUG9IE I I I � 0.8 J, (ryaJ t 4 o _ -4 2020' 2.020' i- FULL PANEL Wf HEMMED EDGES 14.375` (TOTAL WIDTH) 12.000' (EFFECTIVE WID7H 1.070" 1 j 170". 1.070,1 �( ®'�'1OPIN:n,C I I � r/1.050"RYRI I a o N C I---&151'(TOTAL MOTH) E.000 (£fFECTar No�-- 7.070" � ®.880'--I� , 1170" Q u APPU(J6LE O'A00"(1TP.1 I T �0250" N y� o �7 -4 2.020' HALF PANEL V HEMMED EDGES i i8,425' (TOTAL WIDTH), -L8.000 (EFFECTIVE WIDTH) 1.070' 4.880'--+� 170' ®•®AS APPUGtsLE I �/ 1.05D7AP.) i RrPJ O -sro�� �REc 11A�'i CONCRETE ANCHORS (SEE SCHEDULE) 3°-- I Min. I ANM1 CONCR ANCHORS SEE SCHEDULE) -�-A IMF• STORM PANEL s Xax. i M.A.. . P CAE- kE-V T 0 A T. S �7/4" Max. CAP 1/4". Max. GAP-1 . PN y SECTION A -A NL o�up F.v AiyLfl1 RER I S' RAT17 myw 1IlTR TRACKS ' ®®®eso®® OR Zlt MCMVW at AS.A 'ASV PRESSURE &47W r (p.a.I.J Mar. "PANEL LEWIN L (R) +30.0, -30.0 13'-0' +35.0, -J5.0 +40.0, -40.0 12'-4" +45.0, -45.0 /2'-0' +50.0, -50.0 1I'-0' +55.0, -55.0 10'-0' +60.0, -60.0 91", +70.0. -70.0 81-0' +80.0, -8a0 71_p• +90.0, -90.0 +90.0, -100.0 5'=7' +90.0, -110.0 5'-1' +90.0, -120.0 4'-8' +90.0, -130.0 4'-0" MAXMM AS.A PAMSWENMIM lPST.) Mm PAMEL LAGM L (DJ +30.0, -30.0 01-0' +JSO, --sao +40.0. -40.0 11'-J' +45.0. -45.0 10'-0' +50.06 -5D.D W-01 +55.0. -55•0 8'-2' +70.0. -70.0 5'-5' +20.4 -80.0 51-81 +9aa -90.0_ 5•-0• +90.0, -100.0 g'-p• +9010, -110.0 5•_p• +90.0, -120.0 4'-9' +90.0. -IJO.0 4'-4 11'e MAIL AS.D. DESIGN PRESSURE RATING & MAXIMUM PANEL LENGTH FOR INTERNALLY REMOVABLE PANELS AS PER A(OUNDNG INSTALLA7XINS ON SHEET 7 OFf7 IS + 50.0, - 50.0 p.al. W/ B8' MAX. PANEL LENGTH. _ MAX. A.S.D. DESIGN PRESSURE RATNG 8 MAXIMUM t MA LEVGTH _ ` ON SHEET��I4A ANO r15 OF_17, �RESPECiNELY.^ARE „I +50.0,-60.0 p,m7, FOR 78' Mar. PANEL Lt�TIGM. AND +50.0, -50.0 p.s.L FOR UP TO 708 PANEL LENCTH. FLORIDA ' 02011 0L7EC0. lNF - I TILLIT TESTING Al ENGNEERING COMPANY aau R�a ILe1.lm� -w <�i=la fula • Mir" (!eoE kZ.UU ULLr) EASTERN METAL;SUPPLY, INC 4266 wesrRa 0,7A'E WMT PALM 9EA M fL .1J407 PNaNL (56020"26A FAO (MIJB•1-1716 sane Zone) - Y.LV./p.6/i}1d . cam art ' raMr/1r DAM 11-221 . SNEEt 2 of 17 •� I•-.aJl' ., ra I—toaa' 2J,B yr-. •m' r 77 �f.sm•—I '°'4. © _REVERSED 'F' ANGLE -TRACK =a , JA' - I- 1/s• a -:a s s MA010E Bar W/ AVr @ WAVYFR O,a'aa r>o . srxe: ya'- r- J. Ua urt>nwr6 r �� f a ttn IourlcN�. 2 aar = 9 i ® '!�' rairx ANGLE a.a,0 aP, x aora P. a•• - I aJto•F—y � I�;b � J).•-y r ma• � I Jam- '�<s. a i 1 i� I —.,so• � j � �l� II—a.,as• � I 2svl � ::'�.'�TRICATRICA' � ® OMOMAL 1, mm �UI�O�H�D£R®���XAN���O��� ' r enuef JA'• 1• ITXE: JA'-'•. 9YL: JA•'-, I 0 ) 7Jo' Jm' H• m,Y 1 � Ir' r/.•. -1a S £ S7ll0 11,• I� . as y i JJ i r RPm APo1F _T75aSA4CN SAoTr/11�ti,oYaG Lm "rA X/ ON .VCMM' ` l t� ) a ) 1 I II_ �'—•---_-_ _L I I --� i -Is7F I-�•�1 I-20oY-1 lwel 9(�_cTL DED ANCrr ANGLE ANGLE i�1TlF.STUD east=l7Nmi..WOYSa.9 I/_' _ ,• . __ a••n J/e•-,- �r..� LARGE KEY HOLE C0170M 1) CaV- �T r Iffy HOLD Q ICEY HOLE AT PANEL .786' u m• ir a6) I I 816R' 9 q RI.LaB'. .ti s.a>o• w+c ®SNAP CAP 6otT.ld A10Y T6 B.O. ANGLE ST.ItL :. J/t'- f• COMPONENTS I .J7T w,Y I � I � 1 f mix �d ss7 — 12A ROUND HOLE AT PANEL I 0 KEY .HOLE WASHER JIaT-nrs. Adm AU" r.aar• © STUDDED PLATE scat-m ALIGI s "�• Y STATFnF' �� ;•�.ei(S ACpRtD�;•�'�y�C• \ 11 1 sf as1 i I' _ - FLORIDA BUILDING .CODE'- (Non High Valoclty'.Hurricom .Bone) en -0211 rxrEco, ax' ' 0.050" BERTHA ALUMINUM STORM PANEL M,aP./as./Aa aacs��m? i (ZOV DEER) DETAIL T 57u0 W/ wid }NU7 - _='ra/o6/rr M&AL�SUPPPLY; 1NC ` EASTERN CAM IL E C O one. 420a WEST DRIW I .. TILLIT TESTING do ENGINEERING COMPANY REST RUM BFAGI. FL JSAaI ! r-221 PN011L (58T)29-,8261 fAx: (561)51r-17/5 am as >ba. SL eb. JOS names aM[F,fi n JIIee (Ja�1o,-Ie3, Cu�fTaf ea[ uw l DRAMGWALTER A lJJT Jr.. P.Eao m-fa aEr 9 Of 17 ' 210A Lie. i.167 CONCRETE ANCHORS (SE= SCHEDULE) 1- j.l b6n. i TO POURED CONCRE � � I KtUU(RL I i I I I I I H 1 i � I 1 I I _ I POUREL I I 1 I ' d I a I i 1 , COAM DR C01 BLOCK REOWR' i 250• (SEE5! Cant. i1 —f 1" Min.SFPARARON TO GLASS i --I i 9 I I/4• r2G , s/�" IslS 80L75 W/ 7/d' 'J21;. WING 7 O i POURED CONCRETE P___.mm- L i I I f I I �1 • Mt S I i I j 70 GLASSASS t i I I i I I I I OPT1L?N /1 FRB SECTION 3A3A I j ,500' —1h� LCi' \ I 1 1 u 1 I N j I 1' NiSE:PARA770N, 7—TOC1A55 I I 4 CONCRETE ANCHORS f (SEE SCHEDUEE t FOR SPACING) �o ' CONt, { I H i I I I 1 \ \ I I f • Mln. SPARCLASS TXIN M GWSs I I I I I i n SECTION ® ANCHOR PGSInLW f) W �,�LL DUNT/N� 1NSFAL 7101� � _ 1 11, SECTION ®ANCHOR k BO IS j' I / / /. 7/8' 3/37• CTIDPI .2 / T POURED-1 0 CA STUD 0 CO CRETE POURED CONCRETE OR / j - N -BLOCK WALL ' LXIHCR. BLOCX WAIL I - / REQUIRED EO' REQUIRED ' i - i 4 CONCRETE i i 7/B' F JJJa" E D. _ .EDGE DISTANCE EBLOW WALL D. OR CONCH I I NG NUf g ' (SEE SCHEDULE OfT (OPEN msmum q) RFO /URfD / i oRIQ SHEET$-9 A• 10g 11J �4CHE S� ' I .._ SECTION ® STUD W i TYP. TOP/BOTTOM' / 1 ' WAGE MOON rIING iNJ1A1AA1 il/IV 1.ra�• 1e�! BUILD OUT INSTAL TIQN REcca�""sE'n°A'TP1a SECT/QN A / —TH NOTE FOR COM&NARON.OP SEC770NS : - � + ON 3' . - - HURRICANE CO_mnonS SE, 0 STUD B CaR - WALL MOUN17NO SEC27ONS. CAN BE - pLf1j1 Y7a WALL MIOUNT.ING INST LLAT/QN - - COMBINED IN ANY WAY TO SUIT ANY INSTALLAnOA4 t°° \.� ,,: % FLORIDA BUILDING . CODE -(Non Nigh Velocity "hurricane Zone) ' 4 r °°° v :' `\G 1S osO11 M=d, PC.' 0,056' BERTHA ALUMINUM .STORM PANEL N.er./Re/4a SEL`T/ON SCALE : 1/2, - 1'.. a (2.00"- DEEP) DAAWN Or. NO7�:Ol:!iVl OF SECTION g'S)UD VALID ALSO FOR EASTERN .METAL SUPPLY. INC .1 a4mff - WALL LIDUNITNG NSTALLADDN - SECTION 2 OOP) .. - _ / ^ � - '' � � C v ANC ma war Rams ORVE TILLIT TESTING' a ENGINEERING COMPANY _ - �WI'ST PALM Bufx, FL s7IO7 1 1-221 . ° .... tale �. � �. ]a3 �� caF�s mw 2(18-82 (S6IJ047 I71S _ 00-4 �: • . OR7WWG N. _ ���•.; LQ�IO ���5`°t ?�alL�wltlEd�-O C(fr7L9 t•mlen aR. mane urt 0, V w"LF n Da n�u`i 17 e MEET ,s a n , CONCRETE (SEE I DPIWN if SECTION 5A i-•R cont. Nm. SEPARAnav— i TO GLASS I Q 7/B• : J/JT sDUD SET OR ELCO mom FA%nm7E OR £G TAPCONs IWNG NUT e E. D. e © OR ® W/1/+ 0-20 MOEWALN BOLT OR a "Y STUD CONCRETE ANCHORS AT P;&E TES �� O®OA ®W/ !J W/1/4b-TD 7RUSsi.FAO 80tT + + / q4 £G 7APCONS CONCRETE ANCHORS E D. (SEE SGH£CULE) E . e (SEE SCHEDULE) \ I (SEE SCHEOUt£ FOR SPACING) zv� ',��� \ POUREO CONCA£TE I I l i I POURED CONCRETE T� R£GU/RED� �EO. III EO.� ��\\�\ 1•~j \\\\\\lK\\ham j POURED PDUAFD � 09 I I I IALTERNAIE BLOCK WALL O1 I i 13 iL£G LOCAnON10REL1UlRE0 \ 1 i 1/4A-TO x J!4' I t I I x 3/Ja tMO NU I I Z I I I I I l e 7a• }� !ti Si I- Ha. SEPMAMW x Tmm f• NiTO IVA. SDON I i I TO CLASS tl GLASS I I I I 2 I I Iy I �' I I I I 7/8' WING NUT EVERY SD 1 4'm-20 1/ Ji+'7. .. BOJI. 2• t i I. . _ 1' I S .- O fa' Or'C I I ; I POURED 1 v i ConL i I I WING NUT ®% 12. O. G I f CONCRETE o. % j I 1 1. 125' I ' OR WALL IJ BLOCK WALLF REWIRED i cur.. I 1 • PDURm CONCRETE ' • I i / PoURfO CONCRETE REEREO I I REQUIRED I I. J"TL-L� CONCRETE ANCHORS E D. CGHCRETE ANCNORS� SOIJD SET OR ELCO mete PANELNATE OR Sr. e ® OR ® W/1/4'Y-20 SIDEWALK BOLT O E D. .. ® OR ®W/ @ W/1/4 0-20 MOSSNEAD BOLT + + (SEE SCHEDULE FOR SPACING) CEILING & F100R MOUNTING GElUNG & FLOOR MOUNTING WALL MOUNTING INSTAU.4TION (n• M � _ QIRECT l{�(STAU A:TION — SECTION 6 INSTALLA .ION — SE TON 7 — SECTION 8 SCALE: v2' = 1' .wWG NUT e2• SCALE : 1/2' 1" SCALE I/2' I• - £YERY Ir1 ,may .,-REOUIREOCONCREIE --� E D. = . L I I'•� �: / ' ' ffE CiNEDNCLE,CN LSHEETS 9 &'f0 B I1) 6119>B��S. q� :' �i)IEr�,n?C ° :• _ CONCRETE ANGNORS CONGT HEDULE) E. D• s Y = -_ FLORIDA BUILDING CODE (Non High Velocity Hurricane -Zone) . '. .. .. ^a' 441n7 e .. oaor+ rLLTEco u 0.050 . BERTHA ALUMINUM STORM PANEL ac.VA,/,B, ' NOTE FOR COMBINAnON OF £CTrONs : ". - t; - ,-;;,,.w. 2"t'..-""`•-•-, - _ .» :� (2.00" DEEP) auRR.Br. BU1LD-0U7* & FLOOR MOUNTING wAu/FcooR/crTtNc MDUNrwc sEcncNs.caN BE -o c,LF _:' ° /•� � EASTERN METAL SUPPLY, INC LMTE ' INSTA LAT/ON - SECT/ON 5 COMBINED -IN ANY WAY TO SUIT ANY INSTA�TAON. . hD b.; w o, �• Cn 1�;: ,� ��q .. IL E C O �N�. 4288 WEST MAW DRNr '- BEM)!• FL JJ407 I CS •.•.• to n/^^�g1�nA tl TILUT TESTING k ENGINEERING COMPANY WEST AUM - - PHOxE: (581)209-8a6x Fo. 581 1-17f8 ( J 1-221 SCALE : 1/2' � 1". s�P,�/�JItl/� � fj71I .w�mi ° (:m1E tH-0008 � 1amlan . ua ua euCma ma OR1t4lf1G ae - WN-TER A =T Jr, P.E FLORIDA U.. 44fb7 >~ m m-rw I SNEl7 5 6F 17 - CONCRETE ANCHORS E. 0. SOLID SET OR ELCO PAN£LMATE OR S.G. TAPCONS (SEE SCHEDULE) N male ,O2 OR ® W/1/4 0-20 SIDEWALK BOLT OR 0 POURED l N I I /-7/8 ® OR &1 1 i W/1/4"0-20 TRUSSHEAD BOLT + +i (SEE SCHEDULE FOR SPACING) P x J.32" WING NUT§ 0 12' O.C. AT PANELMATES OR CONCRETE REQUIRED [—E0. I I ED. \ / S.G. TAPCONS L4=o=-- I \ I I I I 4 Cont. POURED CONCRETE REOUI\ i j i j E. D. =EDGE DISTANCE (S� SCH£OULI ON ` \ \ N 'SHEETS 9 & 10 & T 7) I I Min. SEPARATION 1" NOTE FOR COMBINATION OF SECTIONS : a I fff TO GLASS j I I i, i WALVFLOOR/CEILING MOUNTING SECTIONS CAN BE 1, Mtn. SEPARATION COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. TO GLASS�- � W = i SIDE WALK BOLTS ARE 3/4=mx3132'7HICK HEAD MACHINE SCREW W/L AING H - I J` 17/8`_0 x-3/32 i i a AS PER NOTES A.2 & 8.2 (SHEET 1) i W a i E NERNUT Y STUD — I 1 e TRUSS HEAD BOLTS ARE 1// 2"0x1/8"THICK HEAD MACHINE SCREW WjLENGTH I I I I 7/8" 0 x 3/32" I I � 4 ICI i® 12". I 0.- I .I I AS PER NOTES A.2 & 'B.2 (SHEET 1) WING NUT ® c f i i EVERY. STUD 0 12" 0.C.�i i i 11 I / 1 j Cont. LEG ' h ALTERNATE POURED o i i j [OCADON CONCRETE OR CONCRETE BLOCK WALL REQUIRED I - x ------ I - ZOURED I - _�j I I i GGG CONCRETE EDGE OF CONCRETE°ANCHORS ` / Li ' REQUIRED - CONCRETE ANCHORSI SLAB IF - - APPLICABLE (SEE SQHEOULE) (SEE SCHEDULE) I I— E.O. ?!ON - & QGR MUNTJNG IA�STAL Cont,CEILING C! scATE cI' rf(2 r 'w ,� FLORIDAgh BUILDINGty Hu Zone) c+PANELrrIcN` WALL A+f4..UNTING INSTALLA-TIQN a\a c, ezoa mrrco, n O50 HAE ALUMINUM STORM � ./moo (z.00"_.DEEP) wuwx en SECTION 9 ,, � c to _ 7 e '�'1 E G— _ METAL- ,SUPPLY, 'INC , CAM,1 EASTERN ILoats . �P' ,/Sr --(5OF � 1 ,26a,w:3rw Ewesrxwaun �ra7 Mru+r i581 87b3 FM* i�t�°-716 TILUT TESTING & ENGINEERING11-221 7/2" 1" -- "�$CAGE Imve.:.�. m - •- .. �� S -"�". tip S/1�PI k` nLu v.E ._ :WALiER A i Jr., 58EC1 s of 17, . .. - a1 o�' owls �°. aae� I JD VS LIMMatom "P JTM V km-w qv www am pot... lip 8111-1*17(l96) -AVd.'LVW-6M&R9; -7NO"d , mma n7,d jm 3460 sovw JSIRI 19M pptccoca AWdROD ONIN33NION3 -2 ONJI531 LMILL 03 ONI, 'Alddns,,ivi3Yi Man ;to tavda W30 007), vPjrtv'A•jw 13HYd NUOIS P4nNIV4n-lV YHI839 --.090-0 w lice* L9tWON (eucIZ vuoripmH-410018A 4BIJJ LION) 3000 ON101,11e V01801A J2,01,96WIL-17, 1-11-VI IYOUMUSM AMV JM 01 AYM ANMl ZAflUMO 38 N* SNOUO3S ONIUMON VWMI"VITWA (i MHV C-9 V -V SILON aid SV #3= 3N4ww wy .M.LCO 36W X709 V7W 3015 'SNOUXS JO NOUM MOD N0J MON (it W at NO 31466HM 3Awjs((? 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SIDEW" 80Li5. WOOD HEADER L/ �718 2- REWIRED U75 AT +8 (Bon) 12A.128 8 (80rT) 114' 20.1' S.S. ADJACENT SIDEWALK BOLTSFAVEL I W1 718' X 3132" I INMWORLY LIS M111 NU'S Al REMOVABLE 718* 1 "p I W/ -7/8 X 3IJ2, OVERLAP PANEL ADJACENT PANEL 41' • A4;,)6 =770M WING Nuts AT T OVERLAP aASS STUD 0 12" 0. C. j. 11 76� /oj I TI I I MURED CONCRETE tE BLOCK WALL31.7r REOUVaW OR CONCRETE W a STUD do 12, 0, C. Klll� MR/ !A -tle o aco PAVELAIATES MET OR SG'TAPCOVS OR SG TAPCONS W1 2- MIN. OR PANEL SWD PENEW77ON AT M)DWhDIH so"D � ANCHORS 0 2 0. C 0 6' O.C. AT ADJACENT OF PLATE 0 6" O.C. PANELS I 0 ADJACENT PANELS (eon) 12A.128 s (sort} WALL MOUN09 INSTALLATION WALL MOUNTING INSTALLATION. =Tto-m 1-12A SCALE SECTION "12B SCALE 1/;2' - I' INTERIORLY REMOVABLE `PANEL INTERIORLY REMOVABLE STORM'PANEL' . SECTIONS PARTIAL ELEVATION i WX A.S.D DESIGN PRESSURE RATING = +60.0, -50.0 p. S. f. SCALE 1 112" - I" FLORIDA BUiLDING CODE (Mcry Hlih Velocity Hurricane Zone) -6.0501' BERTHA ALUMINUM,STORM PANEL hm4/v.r./xa Mll rXTFW. =� .' G(2.60" DEEP) DR -YIN awl N4T $ .EASTERN MERL SUPPLY, INC'� AIM IldiC 4268 W&ST fiVADS DRIff 3340? TILLIT TESTING & ENGINEMNO COMPANY p —0A", ��O RVA-`* -F : FlWE- W(4E56Sr?)2pA9LM a5f 1-1718 117221 g;)0,M .1 1 aWX FA* (561)84 FL n', E9 Al- W&TS A. 71LUT 4, SIEU 7 OF 17 _LOM nA Lle. 441117 POURED coNcvE1E -114 -211 .1 101CHIVE CONCRETE 6 LOCK BOLT 0 REWIRED jj WASNEF? CONCRETE ANCHORS 718* x JIJ2" CONCRETE ANCRORS (SEE SCHEOua) MNG MIT 0 0 12' 0. r ------ � F2` CUT EVERY STUD BLOCK 1 Cont POURED CONCRETE 0 72*10. C. I' se.. POURED F A RM ANCHORS COMIC 0. C. REOWREDCon1 2: 1 2: :055: TO ALMRAIZE L-10 LOCATION 2 ow AN., ANGLE OR C-11 06-H14 OR 6063-TO ALLOY METAL Af- PLATE C-L At... ANGLE 2" 4',e .7256 —1-1 3105-HI& SHEETil -01 SEPARA TO GLASS T"N SAS CASE A (Plan) SCALE. V4' - i,' SCALE.' 114 1 2' r 3' ­093'3105 H-H OR 6051-116 ALLOY Cant. Afm AMU WIN ANCIMPS V 12" a C. MF PANEL W 'VING >, 114 ",IJ2' 12" 0. C. S PWRED CONCREW VARIES X OR CONGREW. -KO I', RECIARED PC CONCRETEI Ad - CONCRETE 61LCX WA wam CASE 2_ PWRED =-CON CRETE ROUIRED CONCRETE ANCHORS 4 (SEE SCHEDULE)- A in gor < L < Im* g TRAcAes (np) BUILD our DISTANCC CEILING & FLOOR MOUNTING l#J4ZTAl"7lAAl - Crtl7VAAl .1 1 SCALE 1/2" a V EUGE =ANrX a sou A' 4' 4 24" 0, 0. 3105-HP4 OR 600-TS ALLOY 01,11) FlUcTillE WIJACKWT Caril, Am ANGLE CA c 93 CASE E'(Plan) NOTE FOR COUSINA77ON OF SEC77ONS ALE. SC SCALE: 1/4 1 MUIFLOCRIC471JNG MOUNTING SECTIONS CAN RE COMSAVED.11Y ANY WAY TO SUIT ANY MSr ALLAROM FLORIDA klb)iNG CODE (Man High -Velocity' HUrricone tone) INC., SV, BERTHA ALUMINUM STORM PANEL DEEP) (1.00 nmwm w- 0611 EASTERNsupp METAL " LY, INC a4M' 426a ww Rvia Alm nLUT TESTING & ENGINEERING COMPANY Gr A4w maFE. awl PHmr.. 11-221' 1)2da-a2dXm.,FAn (56084 -VYMG m ES-0005719 i &A "TER A. TILUT Jr. SHM .8 OF17 OA I • ::.:. cl so: 6; t33F 6 c . 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N/A N/A NIA 7 (RIP) 6• WA 6 1/2' N/A 7• N/A 6 1/2' 1 N/A N/A N/A 7 (BOnW) WA WA 72— 12. • 12• . 1y . 12• . 6- • 12' • a' • a (TOP) N/A WA 1 12• • -12' • 12' • f2• • 12' • 8' ' 12' • 6' • a ewmw) - WA N/A 17' • 12' • 12' • 12• • 12' • a' • 12' • 6' • 9 (TOP) - 12- { 1/9' 12' 12• 12- 12' -12' a "I. -!2' B 1/2' 9 (BOT/r•`0 D' WA 1 9 W NIA 10- N/A 9 I/1' WA WA WA 10 (161) 6' N/A 8 ' N/A 6' NIA 6' NIA NIA WA to (BOTTOM) 9' ! 1/2' N/A N/A WA N/A ' a: 1'f/2'.._ g• � 1/2- 11A (!pP) -9• F !/2' N/A .WA WA NIA 9' / 1/a' 9' I I/2' II (80110AQ a' N/A B ' N/A a' N/A 6' N/A WA N/A 6' NIA a ' NIA 6' N/A 9' N/A N/A N/A 7J (BOTRIN) • USE 6- CC FOR PANEL LENCNTS LARGER THAN 70'-0' AND USE 12' AS SHOWN ON SCNEOULE FEW PANELS IENOTM 'DUAL OR SHORTER RfAI ""0' ••AfAATA6N7 AhChW SPACINGS ARE VALID FOR J !/7' EDGE DISTANCE. FOR E.O. LESS OGN .T //2 : REDUCE ANCHOR SPACING BY NWJWLVLW SPACING SWWN ON SCHEDULE Rr rHE FOLLOWING FACTORS (NOTE` NGA. E0. FOR SCDO P ACNORS t5 J � M N ACHY" SPACING �A11EED-MR FACN ANCHOR 9TME ATrAWED U� LEGEND. BE AC/UAL E O. FACTOR nu /R=M S.¢ TAPCOAL PANDA14TE OR PANEUJATE T445I SOW.-W •,. _ .88 .75 2 1/7• - .71 .6a 2• _ .90 - I T/2' .Js - - - f0 M15g69I Awawm ro Ca5tlk7f ro w."r MAQWIT IO mWNLlF ?As ro N.rerNT YC / to NRdMI ApV[t Asa l""In Dar IN J A,o 1N711NYI AWlKRT IAGL'6Y4 VWD mm ID LII'Ra'L7E IM C A -2 sEr ro MtSCaRr LA-' • SammN ro OY.C'PfIE .Ka -mo ,Wq -IJ0. ro' (awTE1E Gp NISOtAr 9• N/A 9• N/A 9' N/A . 91 N/A - TOR LLSS r• P' 9' 8' 7' 9' 1 (BOT7CN) 9' N/A 9' ,A 9' WA 9' N/A 9' A. WA 9' {• g• g• 9' 9' 9' 70 9' 9• ] (BOTR;NJ 6' WA 9' NIA 8' WA 8' N/A 9' WA JA (TOP) 9' 7' 9. 9. g• 9• 9• 7•. g• Y { (BOR.ON1 g' WA 9' NIA 9' N/A 9' N/A 9•- N/A SA (IMP) ' g• WA 0' WA 7' WA 7' N/A WA WA 8 MOrM41 7' N/A a' WA la, WA C WA WA NIA a (TOP) 9' WA 6' WA 7' WA 7' N/A L WA N/A 6 (BOftDM) 5' WA 6' WA T" WA 7' WA WA N/A 7 (fOP) g' N/A B' HAI 7' WA N/A WA N/A 7 (Barrow N/A WA /1' a• 12, a' 12' B' 17' a' B (MP) WAWA 12' 6• 12• 8' /7' 6' I7' a' B (Do WA WA 12• 6• !]' a' 12, 6' - 12' 8' a (RIP) r 7' N/A -WA 8' 6' WA NIA IO' 61 N/A WA B' 8' WA WBOn01�WA (LTA) WA NAA - 7 "NIAla (TOP)A- WAM/A -NIA 7' 7' BCTR7M1OR NIA WA a' 6` N/A N/A 6 6' N/A N/A 9'NIA 6' NIA (TD^)5 BOr7010 I ANCHORS ABn. AIINDR'7ME I �OR TAPCON (REGUTAR OR S.G) PANIIWTE OR PAVELA/TE TMtS J' • SOLID SET J' E. D. - EOCE DISTANCE ti�GNS d FCORIDA BUILDING CODE (Non High Velocity Hu. y`��ya2 A ? oawl 1LTEio. ENO.' A.050" BERTHA ALUMINUM STORM PANEL (2.00" -OFEP) EASTERN -METAL SUPPLY, INC •p i r �,+JP .�� ' �- F/,�aA !''•L0i31 ...... v IL :E-C O INe. NT1IL3 UATA TESTINGSba. -CK. INEE�RINOOCOAMPiNY 331N {aae G,W ROADS ME . ,. N(E57 PALN BFA.f.J1, R• JJ{07 718PHONE DRAwN'Br. ra/cB�,1 DAM. 11-221 OId1W0Y- NA - 1/<• o TARCONS J/+1• D rAPcaws AIO/2raPc m. /TAPCONs iHRIDP£RAKNTHREADED PENETR WN WN W/1 I/2• MN. TO EXISDNC NT2OD BEADED PINETRADON 70 EXlSJAdC. WOOD HEADER (SEE SCHEDULE) r0 tY75nNG WOOD I xEAOER. (SEE SCHEDULE) RLRFA. PENEwTmM HEADER. (SEE SCHEDULE) LJOSDNG IYOOD —J:2ID• , HFA017t. (SEf SCHEDULE) / f _L 3 Conl. I • N/n 25Soo 1. 11In Min.l I , 1 I \ N� .I\ III . • I I r- Vr . , . i i ... i � �� 77 I , I I Row ER i i Gnl' u u� RED I 1 IEDUMEp ID I , _ i REDUWEO DID i I I I Nin. SEPARAT70Y , • v% TO CLASS 1 T" 1.6n. i S i I I ®' 1�,5lPARAT70N i ' N7O t �y >TGUSSN i OPn(iA/ /1 roxTI yNy I ALTERNATIVE 3A ' o I S.S. BOLTS -20 W/ 7/6? x 1/4. 0 TAPCONS J/.!2• W1NG NIIT a,W/7 1/2' N1N. °j 'I70 G Mr..(OP:A' rnsmow 4`)2 IA Snn�� 1/4^aTAPCOHS W/ 1 A -dr -TWIEAO£D PENSTR� � I UWWW OF. PLATE (SEE SCHEOULf) SEr`DON R.:ANCHOR W ' E W I �300' !SEQU.'RED I Lan• i .I 1 I 1 I ' h K 6 Cont. OPI(ON i2 g / ^ 1 1 7/B• r J/J2' INNG NUT 9 Cane �•.�ryA(E ALTERNATIVE tliE� T//4. 0 TAPCONS t,AE4C1xID •rt SCRESVS W/ 1 1/2• Nr1, ' . ` 1/4' 0 TAPCONS I THREADED PENETRITNJN W/ 1 1/2• Nin, 7HAE10t9 I \ I• Te 9 L60R^DiN OF PLATE PENFIRA170N ® NIDWID 1 1' Nln. SLPAR4RON ` (SEE SCNIDULE) OF PLATE (SEf SCHEDULE) - 1 f TO EPAR - SECT70N 'ANCHOR I CGNT. ALTERNATIVE 2 t 4• m-2o x a/a'� (OPEN Pos rox �) i �S 80w W/ 7/6' .T/J2• WINO V/ O ' SCALE: 1/2• - 1' I J2' 0...C. I I 1 SWARAnON I ' TO GLASS ccw, i .'SF.nON 9 a 1D . x J/J7' I I wxc ALTERNATIVE = 1 I EVERY STUD . a inn _ i : 7/B• SDALE:,I/2 1• - ' a6i L2'�+'rv:ln L•`•- i II 1 - 1 !" LI7�• NOTE FOR COMBUTAT)ON OF SfCnONS : { ��i J/2 GM THREADED f Of4IE::SNAP D°P ®10 PENE7AA770N ,0 N/DWTDTN RENALN CLOSED AT NON . -WALL S L10UNRNC SEC110N5 CAN B£ �1J9iErJ,�sA,OF•fuTF.' ISEE SCHEDULE) HURRICANE CONDIRONS' '.. ANY WAY TO SW ANY INSM"77OM 4d7l1 - - UILDING -CODE .(Non F119h. Velooliy Hur COMBINED W ricane Zone co.AL 2 mmNmNl bont. d s Er T 02011,IXTECO, INC. 0.050"'.•BERTHA ALUMINUM' STORM PANEL' ya'v./LGt/A.a DEEP) DRAWN 11B . .NOTES: C 1. INSTAL A710NS ARE ONLY VALID FOR MAX. AS.D. DESIGN PRESSURE RAnw a4y-No.--a�-187 - � - _ pN I�4ETAL-'SUPPLY' INC: - 12�OTEry SECTION STUD - AND PANEL LFNOTHS AS PER SCHEDULES ON ,SHEET 2, - - ,'EASIER ALTERNATIVE ! - 1 ' - �L EC-O 1pO 4zae Ntsr aos'DRNe 2. SEE. ANCHOR SCHEDULE ON SHEETS 16 & 17. - nLLrr TESTING & ENGINEERING COMPANY WEST PALN BEAGLE, fL. JJ407 1 T-221 •'a 1i F afuay 11 J218e ,PHONE (6e1)209-826; FAX, CBQ841-1719 SCALE : I%1' = 1' 3. FOR NEW WOOD fR1Mf CONS7RUCnON: w000 MEMBERS TO a'f SOUTHERN <V �'i Enen^ I aomml-Lyn A-1-7Iv1 r• r nooernm - yR "n, M ntu,olnl urt O11AN1NC No PIN£ No. 2. W SPMRC O£LJSITY- OF Q55 GR EOUAL R' D s�•••; fir R R 1D�' ,� 4+ E8-g006719 ao ar-1w n/qn " - ��i'(t •1 \\ 1 WA1.1ETi A. Lia . TIWT Jr., P.E SHEET-.12.0E 17 R11P154187 1/0' A TAPcors (u W/ I r12' min. THREADED i! �D HFiRiO�0 SCH1EOc p MI \ !n\ "• i i I in I i 1 I I WOOD HEAVE? j REQUIRED I 1 I I Mn.I0 —GLASS 110" I I i I I 1 OpTT�O�Nju � p �i�fJaL►t7fATlYE 5A J 1 ' 0 TAPCDNS 01 1f2' AGN. THREADED PENE7RAIWN TO'Ews11NO WOAD HEADER. (SEE -SCHEDULE) .2- C-f. 1 I i I WOOD HEADER i I t tM+(*OL I Q Alum. 7UBE Wf 03 16' 0 x LAC TO MOO JOIST. LCCArE SCREW AT AMMOTH OF EJasma woo AffMBER (2- Wn NOMWN. WDDf) W/ 2-H;ti THRMED PENEIRI'M AL TFRNe ElVE 6_A . SC11LE : 112' - I' (LIMITED TO +60.0. -66,0 p.s.f. DESIGN LOAD It i AND UP TO 9'-0' Max. PANEL LENGTH) • I I I 1` YY1. I i T 1 ID.GUSS i S I wJNc S EYE12 S17JD I I y •I O7TQC. Cn & 2 k 6 WOOD i f OEa R! DECK REO-A I I 1 i I IlW/87IaDIX I 'T{f'//{I'=urns TEX SC � O6'O.Q � ' tl Conl. I I i I -20 � i j .T/0' S.S. BOLIS I N I w/ 7/8' x 3/ / F 1 w1- NUT O L'I '"12Q G. I i N , ,gLTERNArIVE 7A SLUE : 1/2' - I' w (UMITED TO +60.0, -66,0 P.S.f, DESIGN LOAD AND UP TO 9'-O' Max. PANEL LENGTH) W2 J 718' x J/J2' a WINO NU O- EYERY SIUO r C W �l 7/11 TAPCONS Wf r 112' Ala ! L J�� �^�",•' THRFAOED PENER5T17ON - TIIREAOED PEHE7RAVON SCNfDUR.E) A TERNATI E -6 A/ rF.RNATIVE 7 SLUE: 1/2' - I' STALE : 1/2' - J- �'� WOOD HEADER i tl i REQUIRED 1 I I I I I I ; 1 • I I I W ZL 1 I Ittt 1' Mrm I i To GLASS LA �SS 7Q IASS I y I I I i i 1 I I i I ,' EWI�D•w 1 111' 0 ELCO PANEL AUM— TlA YE 8 �.x rr000001•�!'p SCALE : 1/2' - r' II Gill A. A. r -167 Ness: n i 1q E vil r n 1, INSTA"7JDNS ARE ONLY VAUD FOR- MAX ASD-DESIGN PRESSURE RARN, - NOTE FOR COMBINA1WN OF SECRONS i • :. i°.t,' <pR1DP:''•�':I�' AND PANEL S LEIJGR}S AS P£R'SCHIDLa.ES ON SHEET 2 (EXCEPT AS NOIEDJ '. . •.......• - - wAUL/FLOOR/CflUNC NWNRNC SECTIONS CAN BE` 2. SEE ANCHOR SCHEDULE ON SHEET 76. & !7, - - COIABUN. 1N. ANY IYAY TO SUIT ANY INSTALLATION.- J. FOR NEW I1000 FRAME CONSTRUCRON: WOOD MEVRERS 70 BE SOUTHERN FLORIDA 9UILDING CODE (NOT High VGIQdIty H PINE N.2, V// SPECFlC' DENSITY OF 0.55 OR.EOUAL aaon.mirca Ac 0.050'. ,BERTHA ALUMINUM 'STORM PANE (2.00" DEEP) EASTERN_ ,METAL .SUPPLY, .INC 'LL E C Q {N C. 4268 NEST R s ORNE Esr PUlJ LfE1Cla FL JI,a7 _ TIWT TESTING t R'ICINEEfiING-COMPANY p�,E•w(5S?)209-O24T. PAK: (sefJB41-1716 ' a..+ RY 16n. R. ffi .IUS YAL9M UNpl. M1 17168 (.9ePJ1-1lJI �y:,vlgx eN[ 6!. • onavml E9-000AS ap e6..lb 1 WALTER A T111 Jr.• PE . FeDWM Lie. 44167 i I WOOD TRUSSES OR RAFTER 1/4" m LONG ELCO 0 24" 0. C. REQUIRED PANEL MATES OR S.G. TAPCONS W/ 2- Min. THREADED PENETRATION TO EXISTING WOOD HEADER. (SEE SCHEDULE) ,500" EOM WING NUTS @ 12"IO.C, , .' 1/4 0 x 3/4" •., I 1TWIBUILOEX 1 •" I. I N TEK SCR I ` i ` j WOOD HEADER i .t� 6" O.C. REOUIRED W 1 I 1 4i I I I Min. SEPARATION I i 7D CLASS TO GLASS I I i ALTERNA-T1!i/E 7/8' 0 W,ND NUT ® SCALE : 1/2" = I' I EwRY STUD y 2 (LIMITED TO *60.0, -66.0 p.s,f. L a AND UP TO 8'-O" Max. PANEL LE $$ � C Alum.(6063-T6) TUBE W/ I (3)5/16"0x4" tAG SCREWS TO I EACH -..'GIST, LOCATE SCREW _ �Cont AT MIDIMDTH OF EXISTING WOOD MEMBER (2" Min. NOMINAL WIDTH) W/ 2" Mirt. THREADED PENETRATION. w y 4i 0 i N LOAD r 1.5 2. SEE ANCH R J. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE I SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. I I 7/e 0 x 3132" WING NUT 0 I / I EVERY STUD I I WOI N I I I C. NOTE FOR COMBINATION OF SECTIONS 2" x 6" aaall'-�C•I1 �, ]'i WOOD OECX WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE sll p� ' I Cont. I REgUIRfO I COMBINED IN ANY WAY TO SUIT ANY INSTALLATION ....... jv I j (NO FINISH 10 I I 7.000 MN, ALLOWED) . , , • - N...... 13'� 2" ,4` PLATE I Cont. I ✓Yt OUIKtU ... _ .. ' ... e W TAPCONS - . (Ex. ,CZ - /tiS W/ 1 1/2:-Min. dRIDP,. k+ + THREADED E0E • - .. ". r19;� It MIDWIDTH111j ...����`��fiat`: o20u m.rceo rr 0.050" BERTHA, ALUMINUM -STORM �f��h1a':.&I (SEE SCHEDULE) !/4 NS E .Non HighVelb�4y� ` •' r � '. �1/2 Min. `;" PANEL u.ay./e.e/ ALTERNATIVE 9 ALTERNATIVE y0 THREAOEDPENETRA710, fLOR CO(2.G0" DEEP) naWH� IDA BUILDING .SCALE i I/2" = J'- (SEe, SCHEDULE) ;EAST.ERN METAL SUPPLY,-_ INC "arE" �+ A ,a `�• .,a �// �//1 - .Q //'�c _ �.L, 'E C.O 4268 AnT evens arm' _ 1AISTALLA! IO DETAILS ON EA(ST�/Y47 WOOD BUILD'_IYVJ i1WT TESTING d ENGINEERING COMPANY PHONE • ((561)7� 82884 F� (SgI)S41-016 i AWING 9]!5 RY. 3611. 4. SLL Y1�. KR'�M CNlJOIS P. llf8! - DRAWING 1 Pmu (.1M1GJ:-19u . F. : (]OejlJl-f311 ur. m eowrta wn cluvna -wre ®-OOOE718 an ca-,a uv' : - - WALTER A TRLIT Jr.. P•E OW 11 IN .A4187 NOTES.' 1. INSTALLATIONS ARE ONLY VALID FOR MAX, A,'S.D, DESIGN PRESSURE RATING &-PANEL'S LENGTHS AS PER SCHEDULES ON SHEET 2 (EXCEPT AS NOTED) 0 SCHEDULE ON SHEET 16 & 17 i r 7/8" M,n. 2' EKISRNG aENETRARGN1 rNex.'� j BRICK VEENER I-1/4"dW WOmale PANELMIATE NAS ANCHORS'OR 1/40 TAPCONS / (SEE SCHEDULE). o -= I 95T1 " DOSI I I h I. —STEELNANGLE LINTEL AS APPLICABLE I i b Goss ! � ti `yam � I r � i i I I i I r a r � i 1 7/8' MIA. 2' ICNETRADON, rAlax. \- EXISTING =51EEL ANGLE UNTF.f. I' AS APPLICABLE 1 1 1-------SEPARAf10N -1/4 0x8- ELco male PAN£LAfATE MAS ANCHORS OR 1/41I TAPOONS (SEE SCHEDULE). P cant. I h 1 I V� I I 1 I - - 1 I I NOTES.. 1. INSTALLA77ONS ARE ONLY VALID, FOR MAX. A.S.D. DESIGN PRESSURE RATING - AND PANEL'S: LENGTHS AS -PER SCHEDULES ON SHEET 2 (EXCEPT AS. NOTED)• : 2. SEE ANCHOR SCHEDULE ON SHEET 16 & I J. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS. TO BE SOUTHERN PINE. No. 2, -W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. NOTE FOR COMBINATION OF SECTIONS WALI./FLOOR/CRUNG AIOUN17NO SECTIONS CAN BE COMBINED IN ANY WAY 10 SUIT ANY INSTALI11701v 2' x 4' STUDS I jai r / ©cone. - ' A 18' O.C. max. REDO I I _ eb°er 'jl~R. A --I' G Min. 1/2` PLriY000 EXISDNC 1/4 n x S' ELCO male PANE6MATE REO'D (TYP} S FASIFMNG BlatlC SNl / -1/4' I=20 x J/4' >D SR/OS AS PER S.S.[�SOLIS W/ 7/8i twit y'�u NAS ANCHORS' OR 1/4 6-TAPCON I ' (SEE SCHEOU1f) TO DGSDNG PLYWOOD. SEC770N 2304 OF INE 3/J2' WING NUT / FLORIOA BUILDING CODE. O, C. - • ; 7 ®12' - ?G'�..•� m - 11 - . j ... .. a - ... 'p '•: STgTcv1 .- AL/GRNARVE .. -. �� A` a . _ BUILD —OUT INSTALLA�I�N°�a ,. \���t�,� SCALE : i p " = 1- ,r LOR FLORIDAF IDA0.05D'; CODE {Nong'(� el 1y Mu ricgne V`lo� IN6ERTHA Zone) *BUILDING VALID FOR'WX. A.S.D DESIGN.PRESSURE RATING +50.0, —60.0 ps.f. FOR UP TO ALUMINf-- 7B""PANELS LENGTHS, AND FOR +50.0, —50.0 p.s.f, -OR PANEL 'LENGTHS GREATER. ! : ". „ , - 02011 7000, INC. (2.D0" DG AwN fir MAN'NELr HAN 78" UP TO T08" _ N METALS -FASTER .C.E INSTALLAdTION DETAILS ONE�ClSTING 'VVOQQ BUILDINGS C 6 I N o TIwT ifSTINO&�HWNeEpwa COMPANY vmmat wmats n sites isee wt WAR 9 lRfOA'E f56r)1G9-6b7.ME 22f 1 cut tiw, can �, es.. ace. '0uao . vu t l-=07 33'. in. ye eea�nw eutva GRAItfNG Nc - - - - - _ E9-=6719 WALTEH A: TILLR Jr.. P.E FLORIOA Uc., 441� ya ee.ra r SNEiTIM OF IT _ 4 1/4' a rAra71ls W/ - tT AIR TWE4= PENEIRAIPJN l0 EYlS1MG l (�.SHEW� /4' 1121E +r^ C7 S S. MACHINE WASHER I 1 7/8' r 3/12' i 6 COn1. !+-{ NUi O EVERY SRR7 S + B I Cant i I MOD HEADER I I i N I j REWIRED I 1 I I 1 N A �I' Mk. SEPARA7lON f i r0 CLASS I , I i I 1' 661. SEPARATION , TO GLASS. i I i I I t 4' 0-20 x//3' •5 i tl r WDrGWNUT/O� J® �`' ,• ra' a s i wec A i I 1 2.1W a_rWO LTE VDD rEa h 11.000' 11 Cont. / 114-0 lAPCONS. 1/4'0 SC, iAPCONS OR 214,0 /E1-- _ - _ �- 1/4h TAPCONS tY/ 1 //2' WM THREADED PEIEMADON (SEE SCHEDUw ALTERNATIVE 13 SCALE: 1/2' - I' NOTES 1. INSTALLATIONS ARE ONLY VAUD FOR MAX, AS.D. DESIGN PRESSURE RATING AND PANELS LENGTHS AS PER -SCHEDULES ON SHEET 2 G CCF' ANr$44Q CrNCr11T P nN Cucrr 19 .& 17 - J. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. .VOTE FOR COMBINA7I011 OF SECTIONS.: WALL MOUNTING SECTIONS CAN BE COMBINED in ANY WAY TO SUIT ANY /NSrALLA77om PLYWOOD. (SEE SCHOULEJ j IXKDNG Mln. 1/2' PLYWOOD I RO FASTENING SSTUO�ASW PER SECWN 2JC4 DF THE j FLORIDA BUILDING CODE, I ' ALTERNATIVE 14 SCALE : 112" - 1' _ * VALID FOR MAX. A.S.D. DESIGN PRESSURE RATING +50.0, -60.0 p.s.f. FOR UP TO 78' PANELS LENGTHS, AND FOR-+50.0,-50,0-p:s.f., FOR PANEL LENGTHS GREATER TNGN 7R" ! P TO TnR" - - 1 pl:` O A. FLORIDA• BUILDING_ CODE (Non Nlgh' Velocity Hurrte6ne Zone) -_ o2oJ1 DLTELO,,INC• 0.050", BERTHA ALUMINUM STORM PANEL uea./RE/Ae (2.00" DEEP) oRAwN Br.' EASTERN = METAL SUPPLY, 'WC m�• U. E C 0 asee WESY Rwos awK uan7[ I TILLTTIN0 k ENGNEE9INQ COMP 7 y561 20e-82AX &V (Set 41-1716 eEcat 1-221 ~-�Sy�'[1�s:✓}•l��arat>.- vSMELA( -- 153, ..V... re [ rn .1 DRAWNN01 - ' _ /GFf``�r' 1 ��!. WILIEA TILUr Ar., P. do 0B-1u - 1 7NEL1 is -or 17 DA U . YI97 FLORIDA Y +1 . 3d.•.6[/9000-23 F' - „m9Num710 ,N�a .w. ... .W.00a �� m-t1i(WCi om °(Ytsoci Sol.v'swwtn nKDrm 4x •nc,^a wx . a uccu y'° ai��'1�dpjs m LDKT 'fIDY38. IV7Yd LSiX .INYdN00 OWNTiNIIYJ��N➢ 6-ONIls31 !mu .. `1 �\ , 9d ti.. .. .. .3Yd0 SDYOd ism 99Z►. -- � M � O l l' \`ye ., - - _ 3NI kiddns 1V13N1`: Na31S`13 .; ✓-3 f - o �.4V 1 -1 � 5 0 . .16 N O : Id330. 00iV'Z). ` w3rw =. w. - •_-� ror/3ti/�gr -�3Ntld W8015 Wn vrnVHitl36 . ;,OSO 0 ..;v TNr t/oL® t era �S(j�fJ\' - auo (3uo0 AAn o0 0 6 uo ( Z . t H 141 ,I A 4 IH; N) 3000 ONIO71fi8 V01210�d ;. -. ' ? Srf , .'esda FPfFf<1 . -... :' - ' 'SN19N37 S73NYd .601 Ol d0 Hai A7N0 017V1 'SH10N3i 73NYd '✓'�1T ,86 Nlbti ONUYH 3H05S7Hd N01930 '0'SY XYN s - 'I's'd 009- '0109+ OL dN HOd NO SN10N37 73NYd - OR .81 Him-ONIIYd . - -.:. •0 - .01 hw1i d3LHOHS HO 7KI03 SHlOKiT SIiNYd HO! 370fDHVI NO NMONS SY •3SO . - 3NnS Md NO(63O '05Y 'XHT TY'd.0'09--'O'09+ 01 d17 80d A7N0 0flY'A • - 00 ,Z( OW .0 - ,Of. NYM K(OHh SHLOW7 73NVd• SOYA BNlOYdS DO ,9 35N • - .. _ - . (N0110tiI if • .f • .►' • .Y _&VOu(78) fl •• :Y •• •Y , .f - (NOLIO6) Y1 .f .> ,f (NOL108) lY VIN tl/N ' .8 (NOL106) ri V/N Y/N .Z/i G. (NO1106) [Y YIN YIN .9 NO fl VIN Y/N .9 (doo f1 Y/N VIN .9 (d01) C! VIN VIN .9 • (N01108J If • •f Y/N ..f +r (N01LOB) fJ +. YIN . ,I (N0110B) l{ .f V/N ,f - (daO VI/ .6 YIN"" .6 "rduo vs .6, Y/N .6 - (dao Yi( .6' Y/N -6 (N01108) Oi Y/N V/N .9' (N01108) 01 V/N YIN' . ..Z/r 9 _ (NOf106) 0( _VIN YIN .a (NOL101) 6 V/N YIN .Z! (1 .WS) 6 V/d Y/N .ul (Nalme) 6 Y/N- -,YIN ,LO, (d01! 9 .Zf X Y/N, (M) 6 ..Zf a .ZI V/N .. (ddl) 6 .Z1 ,LI V/N - '.vI ,ZI 'VIN -. (1101108) 8 + .Z! • .Zl " Y/N ff70!!0�-B - .Ll .Z! Y/N SST (dQo 8 .vI ZI V/N- Ovv- '0'Da+ - • 0-;F1 + (d01) 6 .Z1 ,Z! Y/N a537 _ -- � NO -9' ,LI �Z/ YIN SS37 . _. .0 .B (N01108) C Y/N V/N ,Z/( S 01 dN 0'Of- '0'Of+ - OL 'M .0-,8� (NOL108) [ V/N VA '. 9 80 ow- '0'Of+ HO .0-.6 (N01L08) L YIN YIN HO (NOLL081 a Y/N V/N .6 - (NOI108) 9 V/N VA _ .V/1 S (ri01108) a Y/N YIN .6 (NOu08) S Y/N YIN .B (WO1L08) 9 V/N V/,V ,1;/( 9 (N01f08) 9 VA V/N -6 (dW VY Y/N Y/N .6 - (doo, Y9 V/N Y/N .6 _ (dw y+ V/N ON .6 , .. (fro1LOB) f YIN V/N .91 fNOLLGs) f V/N, YIN •ZI (HMOs) i Y/N YIN .L! (dOo_ f Y/N VA at. .. (d0o Y YIN, Y/N .91 � (d01) Y VA VIN .91 - - (NO1106) C.. VIN mm .6 - (NO(LOB} C . YIN, Y/N .6 - (N0110w f VIN YIN .6 .� .- (dal) VC YIN V/N .6 t .. (dOV Yf V/N YIN .6 (d0!) 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L F m �erx7dN Stl7N3LSYd AM9W A~ WOW TAS1179M APPW N�ary W� AM G»>®xt06vb FAY INJIIM PAYE) IAPCORI9 Sa7MCrN 0 PuriWArr )Ie4aF +60.0. -60.0 UP TO +80.0. -ga0 11' NIA N/A I (Top) 9•-0' OR LESS II• NIA NIA 1 (BOTro)W) 1t, MIA N/A 2 (TOP) . 9' N/A NIA 2 (80770M) 9• NIA NIA U (TOP) 9• NIA N/A J (BOTTOM) 11". N/A NIA 4 (TOP) J1' NIA NIA 4 (BOTIVAQ 9' NIA NIA 31 (fop) . J 7/2- NIA NIA 5 (WrIOA0 3 112' NIA NIA -H (80TTON) 3 1I2• . NIA NIA 7' MGM") ,V/A 12' 6' '8 (TOP) N/A 72' 6' 8 (BOTTOM) NIA !2' B' 9 (1OP) 11" NIA NIA 9 (BOROM) J 112. NIA N/A* 10 (SOTTdv) 9' NIA 9' IFA (TOP) NIA NIA NIA I (BOTTOM) 6' NIA NIA IJ crop) 3 112- NIA NIA I3 (BOTTOM) NIA NIA NIA 14 (BOTTOM) AS6 �� (A✓J D000 TASIfNFRS APAAAB7£ 10 AYoffi fm /d AA7GYV" WrfN81l P.WFf. 1AGM 1'0�) REOLVR f SaVscGV A1111AN7ES pS PA�INII M9or +40.0.--40.0 TO +60.0. -60.0 17' NIA iNA f (TOP) - UP TO 12'-6' 77• NIA ;NIA I cB0TTt7Y) 12' .NIA :NIA 2 (LOP) 12' NIA N/A 2 (BOTTOM) 72' NIA i NIA JA (LOP) 12' NIA jNIA 3 (BORON) 12' NIA NIA 4 (MP) 11• NIA NIA 4 (porn) 12' 5A (w) N/A5 (BORON) 4'' N/A 5 (Bormu) 3 1/2-NIA NNIAN/A 7 (BOTTOM)UP NIA 6• B (TOP) • N/A (BOTTOM) NIA - 12' 8" 9 (TOP) 12' NIA ;NIA 9 (BOI70M) 4• NIA NIA 10 (8077060 12' NIA 10 1/2- ILA (TOP) 4• • NIA 1 4- •• I1 (80ROM) '• 12' NIA IN/A IJ (TOP) 4• NIA NIA /3 (Sonw) a' .. a• •. 4' N M (BORON) •• ASa M&I PFESfl•WB RADIO (Aa/.) W= lrsrrlmr9 APPU AM .F7 u1L1BMIDL / b a•7Ri1 WISAIM PANES LLTMM 1' (R) 5C0t4AR IArCaY9 safA7ran ifH' III PANDMOL 1LA4 _ NIA NIA 1 ow) . 9' NIA NIA 1 (80770M) g• NIA N/A g (!pp) g• NIA NIA 2 (Bo ROM) H- N/A N/A .A (NP) g• NIA NIA 3 (BOFW) 9• NIA NIA 4 (TOP) 9• NIA N/A 4.(BOTTDY) B' NIA NIA ,}� (w) J' NIA NIA 5 (BOTTOM) 3' NIA NIA 6 0017 M) +90.0. -90.0- UP ro +100.0. -130.0 J' NIA- NIA 7-(BORON) OR LESS _ NIA .12' 6- B (TOP) NIA 12' 6' 6 (BORON) N/A 9' NIA NIA D (8oMw) J' NIA NIA 10 (BOTTOM) - 5' NIA B• tIA (70P) NIA NIA NIA II (BOTTOM) IF. NIA N/A 13 (TOP) 3' NIA NIA tJ (voIrmu) NIA NIA .NIA 1a (BOTTOM) + USE 6" CC SPACWG FOR PANEL.LENGRIS LARGER RIAN 10' - 0' AND USE 12' OC AS SHOWN ON SCHEDULE FOR PANELS LENGTHS EQUAL OR SHORTER 7i1N 10' - 0' VALJD ONLY FOR UP TO +50.0. -50.0 PSJ. UW.. AS.D. DESIGN PRESSURE - RARNG WITH FOS' Her. PANEL LENGTHS; . FLORIDA BUILDING CODE-(Hon-HIgh Velocity Hurricane Zone) 02011 1U=0, INc 0.050" BERTHA ALUMINUM STORM PANEL ALay./ar/wa y4 (2.00" -DEEP) MINN fir, - -� EASTERN METAL SUPPLYI • INC 12a0B 7 =Lo.,: aio? IL E CA ��1:. �w� e,°° - o ••• 1�`+.�7111• ....TILT AR m OI, INFO COMPANYayB ALBQe7 wEsr Ph011t' (561)209-B2B.x FAX: (5B1)841-1716 - J J—ZZi -��illJJs71J1. IJmM71-15w . F. 1 L.'➢5)071-1571 EB-COW19 ar. A mW1gr art as p nn OS-rN - 1tiDyl. ORADfY2 A10 _ - . - WALTER A. TRLR 41 P.E. -FLORIDAue. aa1g7 aie . SHEFi 17 OF 17 JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3709958 OR BOC7' -395 PAGE 1598, Recorded 66/04/2012 ' )9:47 AM Gul c rolml um n u � Corp. 3001 SE Gran Park Way Slth7r6 FL 34997 772-287.8476 PERMIT NUMBER: NOTICE OF COMMENCEMENT The undersi3ned hereby gives notice that improvement will be made to certain real property, and In accordance with Chapter 713. Florida Statutes, the following informalion is provided in this Notice of Commencement. 33Y7- 705- 00 f % _ Coo_7 1. DESCRIPTION OOFF_PROPERTY -(Legal description ofthe property & street address, ifavailable) TAR FOLLI.IO NO.: SUBDIVISION a ^L �••b�'f+ DLOCN TRACF LOT Ian BLDO UNIT t 7. GENERAL. DESCRIPTION OF IMPROVEMENT: f. OWNER INFORMATION OR LESSEE INFORMATION IFTNE LESSEE CONTRACTED FOR TILE IMPROVEMENT: ..N.me.na.ddre..: 011ilak'+'Ki-wi Due,mAo TrraE lP$4 FL 34gg(,o b Imere.l in property:. 14 1 A e. N.me.nd.adr ..rree .imple Itdehotder(irdifr, mDom 0-1 lined.bov): WJA a, a,CONTRACfOR'SNAME: G-ifaivs M sQ Comnnar'..ddm.: t7� r SSE �Yn��w�•r. W.wf ${y,� FL b. FAone numare: "F.T 2 - 287 - foN 7114C, 3Ng97 f. SUgETI'(ihwliable.. copy of.he payment bond lunached): . N.-.nd.ddr...: ! 1 1 A b. Phone numb.: 1 c. Amount ofbond: F 6. a. LENDER'S NAMC•_ IJ IA Lender'..ddrar. b. Ph., 7. Persons within the state of Florida designated by Owner upon whom notices m otter documents maybe saved as provided by Section 713.13 (1) (.) 7., Florida Statutes: .. N.me.nd.fte %T b. Phone numta. ardairakd peuanr 8. a. In addition to himsetfor herself, Owner designates 1J Pt y of to receive a copy of the Licnor's Notice as provided in Section 713." (1) (b), Florida Statutes. b. ?home number orpasen Or entity dedputed by Owen: P)h 9. Expiration date of notice of commencement (the expiration date may not be before the completion of oonstruction and final payment to the contractor, but will be I year from the dale of recording unless a different date is /pacified): , 20_ Under penalty orperjury, I declare that I have read the foregoing notice of commateement end that the facts stated thaein are true to the best of m ovdedge an belief. (Signature of Owns or l.eslee, or Owner s or Lessee's (Print Name end Provide Sign.fory'a Title/Office)Authorised Officer rector/P.riner/M.n.ger) Stale of-Ejpra'1,A County off The foregoing instrumentwasacknowledged before me this Z6H'1 -- ` day of �i by -KA_ for (name of ptrson) (type of authority,... e.g. oltcer, trustee, .narney in fact) (name of party on behalf orwhom instrument was executed) Personally Known _ a Produced Identification. Type of Identification Produced k . �. �/ /� f ,/ Sj - _�13 _ U a':fy.., KENNETH R. KING d, 'L MY CoNWISSIDN A DD 803187 gev.toat•I �3'` EXPIRES - Nu mbtr3,2012 Banded Thru N'CWy Pubk:UndeMraers IG v=� (Sit -lure of Notary Public) (Print, Type, or Sump Commissioned Name orNotary Public) STATE OF FLORIDA ST LUCIE COUNTY THIS IS TO CERTIFY THAT THIS IS A I RUE AND CORRECT COPY OF THE ORIGINAL. � JOSEPHinSrMITH, By: Date: Property Appraiser - St.Lucie (:minty, FL Errold A Duroseau Record: 1 of 1 Property Identification Site Address: 8101 KIAWAH TRACE Sec/Town/Range: 33 :36S :39E Map ID: 33/33N Zoning: PUD PROPERTY RECORD CARD «Prey Next» Spec.Assmnt Ownership and Mailing Owner: Errold A Duroseau Kettly Duroseau Address: 8101 Kiawah Trace Port St Lucie FL 34986-3026 Page 1 of 1 Taxes Exemptions Permits Home Print C�G� ParcellD: 3327-705-0011-000-7 �UGIF Account #: 138281 Land Use: SF Res 4 { City/Cnty: StLucieCourityie, �' Legal Description POD 25 AT THE RESERVE LOT 10 (OR 3339-2599) Sales Information Assessment 2011 Final Total Land and Building Date Price Code Deed Book/Page 2011 Final: 368400 Land Value: 85000 Acres: 0.29 11/1/2011 315000 0001 WD 3339 / 2599 Assessed: 368400 Building Value: 283400 5/18/2000 345700 00 WD 1301 / 2616 Ag.Credit: 0 Finished Area: 3443 SgFt 4/21/1998 21320600 02 WD 1140 / 1945 Exempt: Taxable: Taxes: 7495.35 Exterior Features View: RoofCover: TC - Clay Tile RoofStruct: HP - Hip ExtType: HA-HA YearBlt: 2000 Frame: Grade: A - A EffYrBlt: 2000 PrimeWall: BS - CB Stucco StoryHght: 0020 - 2 Story No.Units: 1 SecWall: Interior Features BedRooms: 3 Electric: MX - MAXIMUM PrmintWall: DW - Drywall FullBath: 3 HeatType: HTPM - HeatPump AvgHt/FI: 1/26ath: 0 HeatFuek ELEC - Electric Prm.Flors: CU - Carpet %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 SDSF - SITE DEV S-F Y 1 1 AV AV 2001 1 0100-SF Res GFI -Site 1 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED http://www.pasle.org/pasle/Prc.asp?prclid=332770500110007 5/26/2012