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HomeMy WebLinkAboutSUBMITTED PAPERSPLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING R CODE REGULATIONS DIVISION 2300 Virginia Avenue Fort Pierce, FL 34982 772-462-1553 SCANAIE St By Lj APPLICATION FOR STORM SHUTTER PERMIT C Ucle County L LOCATION/SITE ADDRESS: _ �,D SOcein t f NIN , j e,) s e n tB e [c.ch 2. PARCEL ID NUMBER: (n05 final - 000 -Z 3. DESCRIPTION OF PROJECT: `(1.S it �-1 Y1 P.. CL CQ (AI nn Shu 4- YS 4. TYPE OF STRUCTURE: SFR: MOBILE HOME: 5. OWNERS RMATION NAME: ADDRESS: CITY: M a M l STATE: Ft - ZIP CODE: ; �3 ` 105 PHONE: EMAIL: OTHER: 6. CONTRACTOR'S INFORMATION FL REGISTRATION/CERTN; �-4.G�G}tlS�L �J COUNTY CERT #: 9 85 q o BUSINESSNAME: M'UJf{7_F C(1(1S Uf lflr'I tDt(J PHONE NUMBER: V1 - ri 0 a —_ iDP L617 EMAIL: MW'ekz6 C:Uvnwt•CCWYI Tvpe of Surface attachment Wood Fr9me Concrete . / Masonry Other PRODUCT TYPE PRODUCT DESIGN PRESSURE PRODUCT APPROVAL # REMOVABLE PANELS ACCORD I ON -I -- '7.- ROLL—UP FABRIC OTHER I 1 ATTACH 2 COPIES OF THE PRODUCT APPROVAL WITH DETAILS TO THE PRODUCT BEING USED. ALL PRODUCTS SHALL BE LABELED FOR DETERMINING IMPACT RESISTANCE FROM WIND BORNE DEBRIS. **SEE FINAL INSPECTION PROCEDURE FOR EXISTING RESIDENTIAL STRUCTURES ON BACK. 7. VALUE OF CONSTRUCTION: $ t O �1 . 0 O OWNER'S AFFIDAVIT: I certify that all of the information contained in this compliance with all applicable laws �reegulating construction and zoning. ' V 1! PRINT NAME OF OWNER OR CONTRACTORWQUALIFIER SIGN PERMIT FEE: S is coa5& and that work will be done in STATE OF FLORIDA, COUNTY OF 3-;, G UGi p• if/ :/ ACKNOWLEDGED BEFORE ME THIS 3 0%% DAY OF f Gam, 20� BY, M I (1k0►@,1 %�e•FNWHO IS PERSONALLY KNOWN TO ME OR WH(O�HAS`PRODUCED Dr i U-r L C-"Se- AS IDENTIFICATION. Vl,y►dnva aq&e. SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY SEAL TITLE: NOTARY PUBLIC COMMIS.,10NNUMBER 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 4/1012012 IC ANOIIEW GRENAT _0 W COMMISSION #FF016558 EXPIRES: MAY 09, 2017 �'CW Banded throuP 1st Stele Insuranc - t • Joe Cido From: Joe Cicio Sent: Wednesday, January 29, 2014 2:38 PM To: Mjwetzelconstruction@hotmaii.com Cc: Joe Cicio Subject: Review Comments for Permit Number 1312-0298 Attachments: Repo rt_FL_Review_Comments_Noncorn plianQrf[1].pdf Dear St. Lucie County Permit Applicant, Please see the attached plan review comments which have been generated for your permit. As soon as we receive the modified plans and any additional required documentation back from the design professional, contractor or owner we will perform the additional reviews as necessary in order to complete the plan review process. Once the plans have been signed, by all applicable plan reviewers, we will move the permit forward either to the Fire Department or back to permitting for permit issuance. Thank you, Joseyw A. Gid o ans armner Standard Building Inspector Building Plans Examiner One and Two Family Dwelling Inspector One and Two Family Plans Examiner St. Lucie County Planning and Development Services 772-462--1553 Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records available to the public and media upon request. It is the policy of 5t. Lucie County that all County records shall be open for personal inspection, examination and / or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error, please notify the sender by reply e-mail and delete all materials from all computers. 1 Planning, Development Services Building a Code Reguiabon Division 2300'Vlrginia Avenue Fart+Pierce; Ft:. 949i32 Phone.,(772)462--2172 Fax:(772)462=6443 PROPERTY INFORMATION Address: 7410 S Ocean Dr 408 City / State / Zip: Jensen Beach, FI 34957 Parcel #: 3522-605-0021-000/2 Zoning: HIRD APPLICATION INFORMATION Permit Number: 1312-0298 Permit Type: STORM SHUTTER CONTRACTOR INFORMATION Contractor Name: Michael J Wetzel Business Name: M.J. Wetzel Construction Corp Business Addr: 441 Missippi Ave City / State / Zip: St Cloud, FI 34769 REVIEWS AND COMMENTS Review Type Status FRONT COUNTER REVIEW COMPLETE Comment: REVIEW COMMERTS 1 Owner(s): Diana C D'Agostino / Fredie D'Agostino Jurisdiction: SAINT LUCIE COUNTY Lot#: Block: Stories: Automatic Sprinkler System? No Fax Number: 407-709-6867 Email: Mjwetzelconstruction@Hotm ail.Com Reviewed By Date Started Date Completed Date Released Dawn Milone 12/30/2013 12/30/2013 PLANS EXAMINER REVIEW INCOMPLETE Joe Cicio 1/29/2014 Comment: SUBMIT DUPLICATE, ORIGINAL, SIGNED, DATED AND RAISED SEAL REPORTS FROM A FLORIDA LICENSED 1/29/2014 DESIGN PROFESSIONAL TO DETERMINE THE REQUIRED DESIGN PRESSURES FOR THE 2 OPENINGS PER ASCE7-10 CRITERIA * ARE THE SHUTTERS IN WALL ZONE 4 OR 5 * 1/29/2014 Comment: PLEASE HIGHLIGHT THE PRODUCT APPROVALS CORRECTLY WITH THE APPLICABLE TABLES AND DETAILS PROPOSED ACCORDING TO THE REQUIRED DESIGN PRESSURES CALCULATED 1/29/2014 Comment: COMMENTS MAILED AND E-MAILED AS OF THIS DATE ENGINEERING EXPRESS 160'.SW 12t1 AVENUE, *1016 DEERFIELD'B'EACH, FL.33442 PH.'(954) 354=0660 .FAX:(954):354-0443 WWW.'ENGEXP'.COM Wind Load Calculation ASCE 7-10 Chapter 30 Wind Loads - Components and Cladding Florida Building Code 1010 Site Information Owner: D'Agostlno Wind Speed (V): ' 170 MPH Exposure Category: D Velocity Pressure Coef. (Kh): 1.38 ASCE 7-10 Ch. 30.3.1 Table 30.3-1 Directionality Factor (Kd): 0.85 Topographical Factor (KzT): 1.0 Structure Information Design Wind Pressure (PMAX+, PMAX-): ASCE 7-10, Ch. 30.4.2130.6.2 Max Positive Pressure (PMAx+) MAx+ = gh(6c GCppos + GCpI) PMAx+ = gh(6c GCppos + GCpI) Max Negative Pressure (PMAx-) I PMAx- = gh(6c GCpReg - GCpI) PMAx- = gh(6c GCpneg - GCpI) Device Calriilatinns:A.CCF7-10. rhanter30. All Sx' lon)'a, s tea „I i`4 i, y.s� yb em,sa'£ (PIbYl , "FIN (1Pbmft c s " 1 49 x 48 I nt 35 16.33 5.56 1.19 75.07 0.9 -0.9 49.9 -56.2 2 92 x 48 I nt 35 30.67 19.59 1.19 75.07 0.9 -0.9 48.1 -54.8 4. w✓ ,� �;, e.4.T Risk Category: II Building Classification: Enclosed Int. Pressure Coef. (GCpi): 0.18 ASCE 7-10 Table 26.11-1 Mean Roof Height (h): 80 ft. Roof Slope (0): Flat Roof Slope Coefficient (0c): 0.9 Min. Building Dim. (L): 60 ft. End Zone Distance (a): 6 ft. Prepared in accordance with: ASCE 7-10. Section 30. Wind Loads - Components and Cladding Florida Building Code 2010 ed. © 2014 E-Tempest.com ID: odonnell-P1000 02/14/2014 Page 1 of 1 VALID CERTIFICATION O RCMP ISOFF AND MUSTMEETTHESEEDESSURESFORTHEE 2. T EHOSrsrn cTuR GASSUMEDT MADEQED TTHEPROPO6STMDT ELOADVEG 3. THEHOSTSTRUCTBULDH OFFIC70SEADEOUATETOWRHSTANDT ATEEXPOSED TH ECONTR SHALL ULONGOFFICW.ECONTNUING CONSMU BSTRANDRESER% OR THEEORSHALLONOTO LL STRATE ESIG FOR ESAND OTHER EONCRUI 4. DMENSIONSARETOWRFOLLFnDDEDESDNFORCESANO TALLADESIGN CRRI CONTRACTOR AFF VER FYALL FELDOMBJSTRUCTU RTOINSTALLATION. 5. LEGAL EESEAPPELLA EFEfl TO PIESULWOFR M MATERIAL DESDNASSHOWNONLY LEGAL FEES BAPPELLATEFEESRESULTNG FROM MATERIAL FABF3DATDN,SYSTEMEflI PI -AN. 6. ENGNEERNGIXRONEOUS RINACCURATEJATAORMEASURETDN S.WOR EDHE ANYWO KUPON WOVEOUSORINACCURATEENFORATDNPEMFNT MODF HALI ATIO WORKUPOND ESSLY VOMDEDHECCURATENFORM ALC PRFI TOMODFDATD 7. IXCEPTPSE%PRESSLVPROVIDED HEflEN,NOADORDNALCEF3TFDATDNSOR AFFff THESE PRESSUREGALL PRODUCTSSHALL BE INSTALLED N STRDTACCORDANCE W OH ADDRESSED BYTHEPERMITTNG CONTRACTOR AND THELOCAL BULD14G OFFICIAL. IAMNG,OR OPFNINGSDESIGNED AND CMTIFED BYAN ENGINEER OF RECOR D (TEAR). 3SYSTEMR DEFIC@JCESAAEFOUND IN THESGSTING HOST STRUCTURETHISHNGNEER IGN.NO WARRANTY. EITHER EXPRESSED OR 6JPLED,ISCONTANED HEREN. "H EOPENNG AREAISNOTSMALLER THAN 5%OFTHEFNGINEERED DESIGN. IDEMNFrES&SAVESHARMLFSSTHISENGNEER FOR ALLCOST&DAMAGESNCLUDNG WHICH ISCALLED FOR BYLOCAL,STATE&FEDERAL CODES& FROM DEVIATIONSOFTHIS aRgATION AND Wb ALLATDN OF MATER W.G OTHER MARMGSTOTHISDOCUMENTARENOTP M33TEDANONVALDATEOURCERTFDATION FRANK BENNARDO, P.E. FL PE 0046549 WITH RAISED ENGINEER SEAL VALID FOR (1) JOB ONLY Horlda building Code OphilP Page 1 ot• 3 „mr rt �..��^��ea �»•� �`� w.c�•:, �' ' �"+'�: :, �aa! � � (tom t D"rii�i ri;'fi 1(l BCIS Home . Log In i User Registration { Hot Topics !_ Submit Surcharge { Stats & Facts { Publications 3 FK Staff i BCIS Site Map ; Unks •Search { Busines X,�. lgo .Product Approval Professiona USEIt: PuWlc user Rf -ion Product Approval Menu > Avduct or Application Search > Application List > Applkatlon Detail t4 r > FL # ML38TR� 66 : �= Application Type Revision Code Version 2010 Application Status Approved Comments Archlvesl _ { Product Manufacturer AddresgPhone/Email Authorized Signature i ec n ca Representative t Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 (561)209-8263 bfeeley@eastemmetal.com BIII Feeley irodriguez@eastemmetal.com FILE COPY Shutters Accordion Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 1-1 Evaluation Report - Hardcopy Received Walter A.. Tllllt, Jr. P.E. PE-44167 National Accreditation and Management Institute 12/31/2013 John Henry Kampmann Jr. G Validation Checklist - Hardcopy Received FL389 R5 COI ASSA certification of Independence drwa 11- 1 2 f Referenced Standard and.Year (of Standard) Standard ASTM E-1886 ASTM E-1996 ASTM E-330 TAS 201, 202, 203 Year 2005 2005 2002 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL389 R5 Eouiv EQUIVALENT LETTER ORIGINAL.pdf Florida Building Code On" • Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/21/2011 Date Validated 12/21/2011 Date Pending FBC Approval 01/31/2012 Date Approved 04/03/2012 of Products # Model. Number or 389.1 Bertha HV Accordion Shutter - Blade 3 - (Non-HVHZ) - Drwg __] 11-190 .Imits of Use 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" or 40 p.s.f. ASD negative load the HV3 blade w/o endow blade, 5'-6" for 110 p.s.f ASD load for HV3 )lade w/o window blade and 9'-6" for 62 p.s.f for iV3 blade w/ window blade working In unison and 14" for 72 p.s.f. ASD load for HV3 blade w/o window )lade installed into metal studs. See sheet number 5 if installation drawings for other spans and Limits of Use 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 16'-0" for 30 p.s.f negative ASD load depending on centermates and locking rod configuration for the 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 HVi and HV1A working in unison. See sheets 7, 11 and 20 respectively of Installation drawings for other .3 Bertha HV Accordion Shutter- COMBO- (Non-HVHZ)- Drwg Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large missile. Max. 16'-0" span at 30 p.s.f 4SD load for Blade 1 and 18'-0' for Blade 2. See schedules on sheet 12, 25 and 28 respectively Page 2 of 3 Ided aluminum Interlocking blades retained by tracks and bottom) for storm protectlon Installation Instructions FL389 R5 II drwo 11-190 ASSA.Ddf Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports FL389 R5 F product evaluation drwo 11-190.Ddf Created by Independent Third Party: Yes Ided aluminum Interlocking blades retained by tracks and bottom) for storm protection Installation Instructions FL389 R5 II ASSA drwg 11-192.pdf Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party. Yes Evaluation Reports Created by Independent Third Party: Yes FIL,-.,E COPY ided aluminum interlocking blades retained by tracks and bottom) for storm protection Installation Instructions FL389 R5 II ASSA DRWG 11-194.pdf Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports FL389 R5 AE ASSA Product evaluation report drwq 11- 194.0 Created by Independent Third Party: Yes Back Next contact Us :: 194D 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 :: AcceSSibiiitv_Gtatement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mall address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. ` Florida Building Code Online Page 3 of 3 "Pursuant to Section 45S.27S(1), F"a Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click Here . Product Approval Accepts: SCCVrIt\ \f i•TM 1(,� http://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvYYHH2vJvx... 12/31/2012 -WALTER A. TIL,LIT, JR., PS 1 I L E OLN G TILLIT TESTING ENGINEERING COMPANY PRODUCT EVALUATION RE.POJPT REPORT NO.: l 1-12051,07 DATE: December 5:. 20`1.1 tilteco,@aol.coni. N. P.E. Ube 4c A'o. 3:G7 FL E.B. License No. 6006719 PRODUCT CATEGORY- I41Wricane Shutters � � c w_e: COPY PRODUCT SUP. -CATEGORY:. Ac.cardioits PRODUCT NAME.- Bertha H.V. Accordion Shutter System 11V 131ade 1 W/ Qr W/O HV Window Blade SUBMIT.17ED BY: American: Shutterz$ystenis Association, ln. ( SSA) 42.60Nestroads Drive West: Palm Be6ch, Florida 33407 L `PURPOSE OF EVA.1'w.UA`.r[ON: This .is a Product Evaluation Report issued by Walter A. Tillit, Jr.., P.C. (System ID # 1906) to the .AweAcain Shutter Systems Association, rote. (A.S S.A.), based can Rule Chapter No. 9B-72.070, Method 1d of the, State of Florida ;Product Approval,.Departinent of Community .Affairs, -Florida Building Commissioh.. This product is being issued an Evaluation. Report as. described herein; and has been verified for compliance. in accoreiance with the �0l 0 edition aft%e. Florida Building Code, and to verify that the product is for. the purpose ,intended. at least equi`vkent ,to that :required by.the Code. This Product Evaluation Report : shall be suf?ject to review and, revision in case= of a Building Code change that ibayaffect its limitations and conditions. 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATIO .DOCUmrENT (P.E.D.) Drawing No. 11.-192, titled "BERTHA H.V. ACCORDION SHUTTER SYSTE M'°,HV Blade #1 W1 or W/O I I,V Window Blade, slieets� I thru. 20 of ?0, Prepared by Tilteco, 'Inc.; sighed and sealed: by Walter A.Tillit, Jr., I'.E. dated l�l f?9/ 1 ]} Phis drawing is an integral .part of this Evaluation Report. w� w AfT 6355 .N.W. 36th-Street, Suite 305, Miami, Florida 33.166 - Phone: (3¢051'rl-1530 -Fax: (305) 87'1-1531 PRODUCT EVALU 401 1PORT NO. 11-12 .fir � a 2.2. TEST REPQ-dTS: Eor HV Blade 1 Large missile impact and cyclic Loadings under ASTM. E 1886 and ASTM E 1996 as well as Protocols TAS 201 and 203, as per section 1609.1.2 of the Florida Building Cede. Uniform Static loads in accordance with Protocol TAS '102. Test .reports prepared by American Testing Lab of South Florida, Reports No. 0244.01-03 and 0715.01-03, dated June. 27, 2003; and January 21, 2004 respectively, signed and sealed by William : R. Melmerr, P.E., and Henry :batten, P,E., jointly with A;TL Reports # 1004.01-05 dated 11 /I6105, A&med and sealed by Williwu R. Winer, P.E.# :1214.01-05, dated 12/20/05, signed and sealed by Henry Hattem. P.E. per protocols TAS 201,202 and 203 completed with ATL Report # 0317.02-06, dated 65/23/I36 Signed and Sealed by William Mehner P.E. also per Protocols TAS 201,202 and:2+03. Tensile test as per QC Metallurgical Deport X1 6 3DIM-3g8 dated May 20, 2003; signed and sealed by .Frank E. 'gate Jr., PE., as per ASTM E 8, Report No. I I CM-223, dated. 03104/2011, signed and sealed by Frank E_ Grate.Jr-,P.E:, per ASTM E .8, as well as Reports # 1 OFM-71.8, 'dated June 21, 2010, and Report # t i CM-2.33, dated 0304/2011 sighted and sealed by Frank & Grate Jr: P,E. as per ASTM E-8 Additionally, :Report No. 0210.04-11, dated Q2/1.1/2— 011, signed and sealed by .Henry Hattem, P_F_ and 9 1220 01 -10 dated FebPawy 1, 20i 1 signed and scaled by Julio & Gonzales P.E., qualifying stronger Blade I with testing of HV` Blade 3 (weaker) for• Keystone mounthigs. C OPY IL'lF'�-°Ik'BrrclarwMade F1A .? Large missile impact and cyclic loading, under ASTM E-1886 and E 1996, ass .per section 1609.1.2 of the. Florida Building Code. Uniform Static Loads in .Accordance with.ASTM E-330 per Section 1715.5.3 Test reports prepared .by American Testing Lab of South Florida, report # 0505.01-08 signed and sealed"by William R. Mehner, P.E. , and Henry -batten P.E. Testing for polycarbonate :Buyer Makrolon 3103 for fire burning characteristics, per sections 260.1, 2602# 2607 and 2612 the Florida. Building Cade, per ETC Laboratories. report # ETC -07 1'095-19015.1,. dated 1,2/14/07, signed. and sealed ,by Joseph. Labora. Doldan P.E. Testing for Polycarbonate }gayer Markmlon 3101 for Weathering /(U"V' exposure) per ASTM, G-155 and. ASTM 13-638, per section 261.2 of the Florida Building Code, per ETC Laboratories report #ETC-07-1O95-19015.1 , dated. 12/14/07, signed and wailed by Joseph Labora Doldan P.E. Tensile test as per QC metallurgical Depart: # 80M-693, dated July 21, 2008 signed. and sealed by Frank E. Grate P.E. as per ASTM E S Qualifications. cations. for rabic Innovative Plastic l'olycanconate w ! s n 03,,,r equi`ralent as per letter issued by Subic, dated 7/17/08s. addressed ta�rkfly Inc, to � `tatli approved # 9034 sheet grade with I� OA# 48-0� 5 l2• "'a�sl'►aa �izt � `1ex:, burning characteristics; weathering and structural. (mechanical..) qP i-tieko, r4 1 t* w rt w PRODUCTEVALt,.��1_01',' _TORTNO.11-1205.07 - 0 1 3 2.3. STRUCTURAL ENGINEERING CAL!CULATJ[ONSs: On Bertha H.V. Accordion Shutter System for maximum shutter span vs. design wind load, as well as maximum anchor spacing vs. design wind load and shutter span based on rational and comparative analysis; and in accordance with section 1604 of the Florida Building Code. Calculations prepared by-Tilteco, The., July 31, 2006, May 23, 2008, July 1., 2011, October 27, 2010 April 27, 2011 and August 8, 2011 signed and scaled by Walter A. Tillit, Jrp P.E. 3. MISSILE IWACT RESISTANCE:, Large missile impact under section 1609.1.2 of The Florida Building Code, as per. ASTM E 1886 and ASTM E 1996, as well as Protocol. TAS 201 ( fdr Blade 1 and FIV blade 1 qualified thru 1-1V3 Blade, Weaker Blade. For. Keystone Mounting) And per ASTM E 1886 and.E 1996 (for Blade IA). 4. WLiD LOADS RESISTANCE: Accordion Shutter System, has beenverified to sustain wind pressures. Maximum Shutter Span for HV Blade t shall be as. indicated. on sheet 11. of 20 of product Evaluation Document (P,E.D.), Drawipg,:# 11-1,42 at, detail "M" on Sheet 7 (for Keystone Mounting "M"), 20 (for metals studs) and 12,13,14"15 of 20 of Product Evaluation TN-. . - - - �.. r" 1, 'T% '% T11_____t__* - -a I I tiAA A A---- __ __ -I---"-"-rN - - -1 - - -I- - __ __ - - ' Window Blade ]A shall be asindicated on -sheet 1.9 of drawing #11-192. Accordion Shutter System with HV Blades I and 1. A.has- been verified for code compliance to Work as a non—porotLs storm shutter assembly, as per section. 3.323 od. ASTM E 1996 Standard. 7, z 5. INSTALLATION: ERM i, - I o For HV Blade I Shall be performed strictly in accordance with the details indicated on sheets 5, 6, 7, 8, 9, 10, 16, 17,18, 19 and 2O of 20 of Product :Evaluation Document (P.E.D.), drav6ng No_ 11-192. Miriftnum. separation to glass shall be as indicated on sheets 11 of 20 of Product Evaluation Document (P.E.D.), drawing No.11-192. Requirements for use of locks and/or, looking rods shall be as indicated on Notes 5 of 20 and note 10 on sheet I of 20 of Product Evaluation Document (P.E.D.),. drawing No.'I I- 1.92- The I -IV Blade Working in unison with Hv Blade IA, shall be performed strictly in accordance with limitations included on sheet 19: of drawing, # 1.1-192. Minimum, separation to glass shall be as indicated on sheen T 96f drawin A E 02 PRODUCT EVAL, s10,I'4RT iVt}. I l-{�-i1 .#17 -- � 4 6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheets 1 through 4 of 20 of Product Evaluation Document (P.E:D.); drawing No.l 1-192. Anchor specifications for 1-1V Blade 1 shall be as indicated on sheets 13, 15, and 20 of 20 of Product Evaluation Document.(P E.D.), drawing; No. 11-192. 7. LIMITATIONS IO NS AND CONDITIONS OF USE.- 7.1. Shall be strictly in compliance with General Notes No. 1, 2, 9, 10, 11, 12'and 13 ]ndicated on sheet 1 of 20, of:.Product Evaluation Document (P.E.D-), dmving No. 1.1- 192 prepared by 'niteco, Inc. and signed and sealed 4y- Walter A. 'Cil:lit, Jr.,, P.F. 7.2. Product shall not be installed within FUGH, VELOC1`l 7 HURRICANE ZONES as defined on section.1620.2 of the Florida Building Code.. 7.3. Product shall. only be installed into poured; concrete, concrete block, wood frame. structures, and Metal stud walls.. , . 44167); .Preside;nt of Tilteco, Inc. (Florida EB-0006719). GENERAL NOTES: 1, EERTHA HN. ACCORDION SHUTTER,, SSTEM SHOWN ON THIS PRODUCT EVkLUATION OCCUMENT (PIED.) HAS BEEN VERIiED FOR COMPLIANCE sN-ACCORRlttC£ 19tTN THE 2010 MRON OF THE-71-12P3DA 6i,uLO1NG CODE THIS ACCORDION SHUTTER SLSTEH SHALL NOT do :NSTALLEO AT HIGH `,'-LGCV I1URRIGy1E 20\ES, DESIGN WIND U0,40S SHALL BE DETERMIN'S3 AS FER SECTION 162O'O ;HE A.5014 MENTIONEDCODE, FOR A'BA%C WIND SF-.0 REWIRED BY THE JVRISOICION "RHERE SHU-mil VULL, BE NSTALLED WIrk A CIRECTIONA STY FACTOR Kd-0.68 LS1NG :ASCE 7-10. FOR tNSEALLNTIONS 17N0ER 2ei0 F5C 'A!* SHAU.. NOT EXCEED ThE MAXIVUTA (A.SO., . DESIGN"PRESSU3.. RATINGS IND.CAT:D ON SHEETS I% 12.,Il Th, 15, 19 4 20. IN ORDER TO VERIFY THE" ALICVE 0ONDTiCGN. 'LT;t2ATE DES4ti 'WIND LOADS DETERMINED PER ASCE 7-10 SKILL DE FIRST a7LDVOED TO A.S.D. D-SION WIND LCIDIS BY MULIT?LY€NC THEM BY '0.6 IN ORDRO COMPARE THESE W/ MAX. (A,S,O) O=SIGN: PRESSURE PATINGS LNuCATED.ON SHEETS I.I, 17, Q. f4, 15, 19 At 20. IN CRCER .To %T_RI,FV T'T}AT COVPOUENT'S AND ANCHORS ON THI$ PX.D.. AS Tarr. waE NOT OVER. STRESSED, A 33 X INCREASE 1N Al LOWA.BLE STRESS FOR' ';IND LOADS WAS'= USSSO 1% THE±R ANALYSIS, HO'NE'FR, A'44ND rURATION FACTOR COa1.60 WAS USED FOR VERIFMATtON OF FASTENERS IN N'307. DERTHA H.Y, ACCORDION SHUTTER SYS-MM S ADEQUACY FOR WIND At "LAP,GE MISSILE.'MPACT LdSAD PAS BEEN iERiFtED IN ACCOR9ANCE KITH SEtrQN %609.N_2 OF THE ABO',E ki.Et4rIONEO CODE AS PER AIL. RE?ORTS; -TiV BLADE (i p,0214.01-03 f0715.01-03. 11004.010s #1214:01-05: +#0317{12-0C, II0609DI--10 AND #0210.01 , I AS PER TAS-201.. TAS-202 AND ; -703 PROTOCOLS. AND ASTIi -Mb AND E-1596 STANDARDS (LI;:SSI £ LEVEL 0, *00 ZONES I 2 '6E�D) k 11220.01 1D AS ± R TAS 10t, 213. & 203 'PR0 OEMS,LARDS' MiSVIE., -FiV \4tN0.3'tt BLADE ;�OSO.,.Ot-06 AS PE2. ASTM T_-1886 '4NQ ,. +930 ('MISS'LE UC0. 0, WVID"ZONES 1, 2, 3)' BASIC, PROTECTION ONLY AND 1D725.01 B AS PER TAS 202 PVOTiCV- 2. rV SLAOEO A,4D HV '-WWINDOW SLUE .& ARE ENC,INEEREO TO WORT IN UNISON 'ATTH EACH OTHER UNDER THE GENERAL LIMITATIONS :ANO CQNQJrCNS OF USE 3. EERTNA. KY. ACCORDION FINS (H!,J SCREWS), USED AT.BWES KNUCKLE AND FOR DIRECT MCIQINT CONNECTION TO TRACKS SNPLL BE Y14.2.75' n40..�19i).7S' STAINLESS STEEL SCREWS 07H J:mo 'ksi )JELD STRENGTH AND TB4 ks[ TENSILE STRENDTH. INS.SHALL BE COATED W0i BERTIA-MV O.ACROSKELD COADNi0 SY COATING' APPLICATORS, REGISTERED -WITH AMERICAN SHUTTER SYSTEMS ASS&WION. PINS ,MUST BEAR THE. HV MARKING ON TrEfR HEAD. A. AIL ALUMINUM UTRUSIONS S,4AL: BE ALUMINUM ASSOCIATION ALLAY AND TEMPER AS INDICATED' ON SHEETS 2 ANO 3. N,NIM%JU 'IIELD STRENGTH FOR 6063-T6 BOOS-TS 4U.QY;' S. ALL SCREW$ T0.9E STAINLESS STEEL 301 OR 316 AIS SERIES OR CORROSION ;;:ESISTANT CCATE-, CARBON STEEL. AS PER:DIeN 50010 WITH 50 1,11 Md N, Y;ELO P40 SHINS CCMPLy W/ FLORIDA'BUILD:,'Nl COGE SECTION 6, Mrs. TO BE. ASRA A-307 G. LVANIZE6 :STEEL. OR AFSI 304' Oft 3116 SERIES 5-s.fiNiES5 STEEL Vim A I"I NINim-A rab STREN'OTh.. 7. SEE' THE 'rO`SG'/ONO,+SHL"{S FOR ANCHOR SPECIFICATIONS: MY MIW, �,':. T4:t3.14:T5 AND .2D HiV BLADE Q At.0..WORkING IN Liss N: e7.; 13 & 15.. B, TH1S ERRIlSA H,V. ACCORDION SHUTTER SYSTEM BEARS A U.S. PAT*4r :�6'779.582;� COMPONVIS'OF TtaS APPROVA-ARE. COVERE9,, IN S144DL PR fN PART-eY I ' METAL SUPPLY, INC,, Si IT SML, 8E•TYE RESPONSIBILITY OF':TeE CCUTRACTOP TO ✓ER FY 'LIE SQUNONESS Of. THE STRU TURZ VtJERE SHUTTER 1S TO'BE ATTACHED TO INSUI-. PROPE A1.1 SHUTTER .COMPONENT EOCER WH.CK, REVAIN. THOU FASiSION-F IN CONTINUOUS. CDN6AC7 WTI}_ THE'BUILDINC TO"PREV NT 1'+I@iAj/RA'N 6�.ifRU540N< 10. EAC4 UN:T MUST BEAR PERMANENT LAM. IN A'VNSISLE PLACE.WITH W7RNiNG NOTE. O':JR14O PERIODS. CIF HURRICANE 59ARNINCS HOMc:'OWNM TENANT, OR OTT CENTERMATES AND' ENDAGE ON LOCI{ 4¢L, iIV A40 3iO LOCKS, 11, SHUTTER NRNUFACTLIRER'S',LASEL VAL BE LOCATED ON A REiCIIY VSIBLE 2A VI N'AT. ACCORDION. SHUTTER 1' ACCORDANCE WITH SECTION 17.+.aJ Or fu ?LACED.,FOR VINERY OPEN.NL. tASEUNII CCM?LY WITHSECTION 171SEL2. OF ThE FiGitIDA'BL'F.DIn`G ;CODE, 12. BERTHA-H.V. Accon O:+" SHUTTER SVSiEM'S�INSTAL(ATtC•i' .ra �.. COMPLY WITH SPECS INDICATED IN'IR15 CRA)MiNG PLUS ANY W!MNG AND IONM REG;)LAT4 PERMIT 15 APPLIED TO. 1.3. (a) TINS P;E6S,. FREPAii£0 By T1ls ENGMEEr.IS GETNERIG AN-u, T10E5,NGT PRO.IOE ]NFGR.NAT10fa'F4R A 511E SPEGIFIC-F.RTFd.F.CT l,o, ktiktERE: 711E SITE 6DN;ii[!0 '(b) CONTRACTOR TO EC R-uSPON BLE .FOR THE SELECTION; PURCHASE AND 14STALLATIOt:INCLUDINC LIFE ;SAFErf OF,'TKIS PRODUCT;' BASED ON: IMS P40'. PR( TrE CQetDITTONS CETAILED mums, DOCLtlA,ENL COFISTRtT�iC1N'SAv"ETY Ai -5F1;' SS TMk; COUTRACTCr±_S.RG`FYYKSI�L131S ` (e)'TWS"P,E,D. WLL BE CONiVO-i.EO IWIUD: IF ALTEREO,BY ge NEAPS. (a) SITE SPECIFIC PROLECTS SHALL BE PREPARED 5Y A FLORIDA"RE 15-EREO ENGINEER' OR ARCHAECT;WHlCt WILL BECOME'II'E ENGINEER OF RECORD (E.O,R3 RESPahSrdL£ FON 'Tra P^ QF^N'UY•GF lei f-,E'.0, LNQNkEN. Cr 'HECORU. 4(',ItlKS As A'0`�:.GA;<U, tNOINCS?'ID 111: N•-:r?.:GNGINCF,H SHAit.'.1U$Nil` IC. Pvt. (e} eHiS P.E:4, .SHALT. DEAR THE GATE AND a)RI N4 SEAL _AND SIGNATURE OF THE PROFESSIONA-1 ENSIKEER OF RECORD THAT PREPARED ,17, A. sr STA7P nr 110 LE, .i c 0 py L I'E.CO ItrATem" ON SnEFT T9 WNIMUM SERIES BY mppmED IS 3O0 kzl AND 35.7 Ns:.F'OR AND 90 ka 11 N, T:NS1E STRENC41 T. L'.fi,TENT AIIIS3.1713 1BVEO V3 EAS?ERN AfNVORAGE, CONTRACTOR TO;SEAL%CAITA RS, VUST .PAOPERLY CLOSE AL HV AND HD, IDA.DUIM-IG�COM ONE-I-AML'S-INLI. BE R7v10E'u BY THE dUFitSD`OROId 1Yt1.T-iz E i 1.lEVTATE'FitQM THE qE,D, DED H'/S*F DOES NOT OEI;07. POM TILLIT TESTING di'-ENGINEERbIa CoMPANy 55 Y. IE'i SS R W5, lRmw. fygj;iF.y$. 2GA 33i66 Phc 1, � (305)871 I830 , fi.. (71K)8 1931 in P° Ni67 f0A. TABLE 0E .CONTENTS. , :y _ � I\� GENERAL NOTES SHEET I SYSTEM CQkMNE;11TS 1-20 SHEET 2 swat COMF;ONvas 21-]7 SHEET 3 TYPICAL' SHUTTER ASS51MBLY 38-44 SHEET 4 TYPICAL TANDOW BLADE d' N7NDOY DETAIL ABEA 2: HV BLADE !n AND HV WINDOW 8L&L 1WHERE 6EPLICABLE) TY'rICAL SHUTTER ELELARON3 & NOTES-oN LCC`KS SHEET 5 iNSL1iAT;ON DET¢ILS A :.,..CONCA_r/:;LOCKSHEET 6 INSTALLA1140N OETAMS C-M. CONORETH/8COCK "'SHEET 7 CEN.NTeitA.ATE DETAILS TIN SHEET E O;sVie.^�VATE ILT_FNA! * uC xLS 1i'+' SHEET 9 END CON"iECTION OEF.AtLS 3-6. CONC'REM/BLOCK SHEET TG MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 ARCHON SCHEDULE- 'CONCITETE.k BLOCK SHEET 13 A°ICHOR ,SC4£0ULE- rDI,QCRETF-A P? O.YI SHEET- 14 yct; iR SOHEDuc'E- vvO0a SHEET 15 1NSTALLA(lm DETAILS N-R, WOOD SHEET is ?fiSTAUA'T,ION PETAILS S-X; Webb SHEET 17 .EN 0. C.O NECTICN "-AILS 7-12'* X. WOOD SHEET Is AREA 31 HV 31INDOW 15LADE ia.ONLY TYP«CAL SiiUrmn ELEVATION SLYEST' 15 ARFA4: HV "WINDOW JAIL ) ONLY 8ti$TAUATIOU.DETAILS, )JEZ. SWD 1VALLS SHEET 20. A.S.S.A. American Shutter Sysfiems Assocl6iIon, Inc.' 4268 Yd'estYQeiis. Drive. 1Wesi 00:m 8eaah, EL -13407 13th1 MA MV1fa Accordion.Shu'tter ystem ffi HV, AK'' #1 W/ CR W/0 KV. WNi71N a -AM ✓11,TQG N0 11-192 0 FCH 11tMAw e'.k'.S `j o n''rn ♦ 6AC o COVE Ep'UNDER US PATENT 1 5458179 O HY WINDOW BLADE* LINOTATIOX$ OF USE OF BLADE Qr• :,?! SHEEi 19 r063-T6 ALLOY AND TEMPER ]'6 S 970 ..2-2 5` a 0 J.P72-.._.......... li GA72• f�Y ADJ. FLOOR TRACK ?OUALfFIIED FOR USE W/ W BLADEE 0 6063-79 ALLOT, 00 7EMPER f,60' �• i 1} HV- CEILING' HEADER QUAL(Ftc£I'FOR USE W1 H.V BLAOF(,OKLY, "sEE SEOTI039S FOR', VAumre:' 60Q-76 ALLOY AND iE,u.FER Y t1i;, SIDE ANGLE OUAUrIEQ FOR U5E W/ I-IY BLADE QD 6063 TE ALLOY AND T-EMPER 1HV UNIMMAL FLOATER QUALIFIED FOR USE W/ HV BLADEOD 6005-TS ALiOY At3) €Er.•.PER l!t HV ADJ. ADAPTER W/LiPYV/LiP OLIALIF,IED FOR USE Wf HV BLADE IT 6r63-T6 ALLOY AND TEMPER �� VARI£S h 1" 919 QUA FIL 6063�-76SA62Y ND &f BLAZE �Ff[;uL.Y t3 ALUMINUM ANGLES QLALInED FOB USE W/ HV G AD=�I ONLY. 606IMT6 ALLOY ANO TEMPER A. 6063-76 6063-TU ALLOY AND COUPOlNENI' A I 8 p 2" & MAX] 1,N i,%8• 5 MAY. 0 int - in.tsv 2.5" t 7" MAX d O.isa^-Q.FSC' 1 i ILIEC O m6. ' TILUF TESTING B ENGINEERING (r Tg� "ffTT��—�t�"4\� �asva ;am s s.. ;as �lA�ili'.100.V:£H9e. f>tiGl;e. � t `y 9'�nC1: 91weC00C 91,L1)•'N��pl wn�rFR TL T I,h �. nLsr x., r--.f� J� �5•,; HY �Q�18O• S1'ABT�3 QUALIneL.FOR USE W/ s..7/ BLADE, 6063-•TS ALL01 AND 7EMPER TEMPER. 2.670 I � --; 1920 9;HV TRENCH -TRACK `' QUALF20 FOR USE W/ HV ? 8LA0= Cl) CNLY: 6063 T6 ALLOY AtiD TEMPER VARI s i 936' LL I �I 4ii MY WALL HEADERISILL. OUAUFIE0 FOR USE W/ ;,Y BLARE 01s ONLY; SO65-T6 ALWY AND 3-!OFZR % Y 2- C,125' 3' ;3 ;flAQO. .._, x t20 RNER PASTS KLAuflw r0:? LSE W/ try ' nLaa 0 6Q63-T6..ALLOY,ANO !FQPIR' A.S.S.A. American Shutter Systems Assoolatlon, 'Inc. r268 Westrocilk Mve Wes, ?ofsn fle eii, FL Z3407 i10 t V RA�UARD GUAJFIE0 FOR USE W/ ,HY BLADE ','ti� S00-T6 ,ALLOY : TEMPER tV,2011 EASFERN Ki AL SUPPLY, $NNC,. Accordion. Shutter Syster HV, MA4 E j1 %V/ OR Yt%0 KN YdV0W BADE A%Vf tG NO 11-192 0 QL y st Dnf S.S. MU110SCREW I 'T' "I" HV ALTERNATIVE LOCK #7 -LOCKER FOR LOCK CENTERMAT OUALnEO FOR, USE Yll HV GU�CE(,-I)ONLY Hy FEMALE "T" LaCK CENIER AM HV LQCK 6063-16ALLOY AND TEMPER QUALIFIED FOR use, NLY W�L',iA.Jn=0TJ FOR YSE QUALIFIED FOR USE W/ I* gill UAL Dqms AL LOCKING ROD/-'� Ll HD LOCK INSTAI-LAT16IN WILL REQUIRE A 7/W FIOLE THUMBSCREO SERIES S.S, iUMBSCREN5 OUIAUFI�D FOR USE: W/ HY. SLADE(> -fE, FLORID, ID --EC0 L70 A.S.S.A. Accordion Shufter System r AssocIdtlon, Inc. it/ 11/19/11 L"E C, 0 p ..... . %i =10 ea- - 719 11-192 0 SHUTTER ASSEMBLY SCHEDULE FOR HV HV QU�A HV SLADE 1 HV °LP,De IA .. ® :JV LDNG RECESSED NYLON BUSHING�m G SHORT RECESSED NYLON BUSHING �HV NYLON HAT WASHER (43 HV WHEEL. CAR;,G£ ri151 362-3�T SERJES e,87C"x3/1E THICK (NYLON WHEO O^ie6"o AS? Z02 SERIES S.S. RIVt%S HV 1 3/4" ACCORMN PIN 'W / ##8 HEAD w 1 V 2 3/4` ACCORDION PIN W/ P8 HEAD � a PALYCA:RBONATE IMPACT RESISTANT RV 1iWINDOV: EXTERIOR (1) Hv r'iAl a •SHALL ALWAYS, BE USEiI A1" ALL EXTERIOR' BOTTOH KN1UCYLES OF HV ACCORDION :SYSTEM 4d/ HV (D OR HV (9 SLADE, ZY Y.� N',PIGAL SHUTTER ASSEMBLY � (2) HV PIN ,MAY BE. USED' IN UEU OF AND ONLY AT EICTER!OR ROTTONI KNUCXLES OF' iV ACCORDION SYSTEM V/ JIV 01 n.32,4 BLADE WHEN CORRESPONDING TO INSTALLAT(oN, iT', SiFZT 7. 048 I TYP (s) Hu FIN'@ DR f, vi/ s/z' O.D.1/16THICK ss vWAsKER a 5 SHALL BE, USE? FOR OIRFCT M UNT INSTALLATION PER DETF&- X; K' 8?�-'• SHEET 0�g' W.*Fr CARRIAGE DETAIL y� N 1 Ili 31 ld (D OR ! I i6 a j1 { Al HY FIN f2 Pi A a t A. TIr;�/r NSA /TMFEC0in--\ Misr • '`• - TILUT TESTING & ENGINEER114G OMPANY /,7� , R35S iV.v. 45T S A. =CS. .O,;' anu (305)0l-1536 F k . ('A5�8 -i 531 .-Malt 9CQ8C34�'<0 • "\\�N. •I1�. wlwTu'i ti i•IA3r Jr. P.£ EXTERIOR .gaav ',`- afias ae2s '""111111 �c1.75cv' t} cos 5" Y 7r?0' '1 Al HV WINDOW BLADE AND I YCARSONATE HV WINDOW DETAIL NOTE "F" 'ON SHEET 19). f-.0LYCA,RB0NiTE SIOURCE"S FAR »s >.•m ia4++aa > ,6L ?i^PiNRCS KA'i7kTA Pr5��E1?C[ .aex..,i sacs � rn'�0q; ua x'CCffICLf'n'Rk rSt4 i}?9} sDtrlS 1W s' ?.911 ipfn M-;mt t'aY- RtWI^M nun_ )+.ro a.: oero aas, f KUPti Sa2'Y.'•M d:. )L^.A aSN om 1,SUU "` 0,406. nai. t, w-Al, kv- -us Am ano 1+1'W P.J.3!51C_x :.l.i. S �CZ On 0, u A)S£ 8 FT -Ali., 11 Fr--,fAj we ar' g046.4 IS;u aa35 �-1 WM -.1 -�C= sr,i. r .N ,4 ASCM O19iA 95lU { SN Y 9LL °:iii AN at35. ,tF71'el ro[fti!Eaa;: 'A+M 6!8 :BSi2pe), y!o a.l:. msi£ SiRS'SS'C dqL WEa?✓CrL1+G- ST9 AS8 A/g1 A•j: 6EW.aax. BUILDING CODE Nan l Q 20I l iDGl77 f7M �7f7A1 Accordion .Shutter System • ■ ■ ■ N,, B,cE 1 W/ oRv/0 k• . W" my RARE Amerloo.n Shutter Systems CY.':Y Mr-MPTION DAM pajnn u+: A.e.. Association. Inc. z 'La sI-063 1112VI .nK. II/29111 4268 ive Voads Drive ORA4Wi O No Vtest Pt` 8CQ&., "EL 334JF a 19 _.192 I F - 06 07 - jl� 6 .7 f 'Pat s, TYPICAL �1) HV BLADE SHUTTER ELEVATION N.T.:-. NOIES ON HV LQCKS AND CENTERMATES SHALL BE USED At 1/2 0' F�SHUTTER,SPAN,FqR A Y PA ILI ONE HV LOCK ? brM SPAY 01' 12' ABOVE OR' ' 5fl Ole; 1, 12 Or SHUTTER SPAN FOR SPANS UP To 105"'. AND FOR INSTAI.IATIOOS, r mmy '� UTSIDE LOCK, ATACkEO 10 # OR �1, i0tt KV LOOK 6i MAY' BE ' USED iS,'XN,'INTDE OR 0 Cl 'rLOCK SHALL s KEPYA:TES W/(2) /4'0�20 /2" LONG FLIT HE40 S.S.S.S� 4.S, LOCATION OF LOC , L AS INDICATED ON TflICAL SHUTTER aEVATICN, 2. rm 11. w rm%Er, FOR aursq PERFoROANd OR FOR SECUPITY PURPOSES, UP TO TWO W T�_41L FWFI LC Of! C11(c R V.P44Y BE AS Ali INME OR OUTSIDE LOCK. CONNEECTION'OF LOCKS TO CEMEEPMATES �l fti - 'J� SHALL BE AS INDICATED ON NOTE (1). ABC'4Z I LC C4 11 . 4N OF LOCKS SHALL BE AS INDICATM ON TYPICAL SH LMER ELEVAMN, QNUEMN J7 offi4n.pNLy WHEN MANDATORY CMMO #1 OR iiMrmn LWIDAM RY cpmmm _K W ;KING RODS ARC NOT REQUIRED ATaURMCANE POSITION, BUT MAY OR ,R Wk USED IF DESflEO TO SHUTTER PZRFO N"CE. AN ALTERNAMS DECE DR, ILM ALSO BE USED AT STACKING POSITIOM (NON RJRR4CANE POSITION). G. MM=ff-CQNQMQNJL' ONE'11V LOCK SHALL BE USED AT CORNER CENTERMATES FOR ANY Spm; A'O.INSTKLATIONS AT ANY ELEVATION, 14, L0CK!�'or'*'swLL'ei use AS'AN COMM OR INSIDE LOCK ATMAMEO TO a' CORNER CENTERMATE W/(2) 1/4 0-20 '; 1/2- LONG FLAT HEAD S.S. M-S, TWO LOWNG RODSAT TOR& SOMOM SKML BE US LOCA1414 OFF LOCK SHALL BE AS INDICATED 014 TYPICAL SHUTTER ELEYArOW MMMUM SHUTTER SPAN SHALL BE DETERMINED AS -PEA SCHEOUI-ES SIrICINN ON SHEET 12. 5, MET ALTERNATE TO ]AMnATOW CONDITION #j VlYjQ 0MLY"FOR I JA/ gAm jwLw—• M ON Art'?NATL HV LOCK ,25,* MAY BE, USED IN LIEU OF HV LOCK 414, or 25 FOR ANY SPAN AND iTA . LLATIONS AT ANY, ELEVATION: A+'f£RNATE LOCK q.� MAY SE'USED AS ANINSMrOR OUTSIDE , LDN, ATTACHfJENT 'Of 1/4'0-200/4' S.S. THUMBSCREW TO z 7-,Q 1 ) oFR,Gq, cENTtRmArEs. SHALL B� VIADE W1 1/4'0 . 4/4" ALUM. RV 'NUT AS SHNN dN SECRON HVE, SAW.& ONE LOCK SHALL BE USEQ AT 1/2 OF SHUTTER SPAN CR TWO LCCKS .AT 1/3 OF SHUTTER S?AN. .S.­4WDAMFIY CONDITION #3 FOR MISTOW MOUNITINO INST)LLAllQ=_ OHE M LOCK SHALL BE US 0AT 1/2.QF SHUITER,VAN FOR ANY SPAN. OR W ABOVE OR Ed OW 1/2,OF'S SFAD F U 'SHUTTER S A� OR SPANS P TO FOR INSTALLAT or C4'.or (0��WW HE USED A-5- AN INSIDE OR IONS. AT g4y Dr. AND . . N hv wrK � OU SIDE LOCK, ATTACHID TO 'fp. or � SYNI��iETRJCA-L CCN70"NtATES V11 (2) t/2' LONG FLAT HEAR S.S. W, LOCCARON OF LOCK WUL BE AS INDICATED. ON . TYFim SK6Trm Etewic;c USE OF LOCKING RODS CS '410 'Ord,) -TOP AND S6-MM 15 COMPLETELY %ANOATORY. !I: QN H 4T" LOCKS AND CENTERMATES1 RFMNn ALTERNATE TO MANU= . COMMON 11 RMR LU AND QMUWM a AND • ONE, -ALTERNATE W 'T' LOCK L%O MAY B't WSTALLED IN LIEU OF HV LWKS n OR q5 FOR ANY SPAN AljO 1i�1 RALLATION AT. ANY ELEVATION, ALTERNATE .LOCK 0.- MAY TRE USED AS AN INSIDE OR CUIT&GE LOCK. ATTACHMENT 0 LOCK (5� INCLUDES US= REINFORCING LOCKER iV , AS SKOWN _CN S:CA0N'hVG, SHEET 9.14THQ1 Wil BE .0 NNErTM TO CEN-11WATES @ A�D' gf W/ %/4"1-20- k I t/2" LONG S.S, THREADED * EOILT W/ 718'0 x 3132' 'GNUT OR Nl/ WTC)'A RkV,14UT. LOOK UAY BE INSTALLED AT MOSP;w OR 12' to MUM ABOVE ANC, W!LOW WDSPAN, USE OF TWO LOCKING RODS Sl TOP AND GOTOM IS MANDATORY. 1� 40TES HD LOCKS 9 1� � J, 0 R - lk 'i ONE ALTERNAM PD LOCK. a- MAY&E USED IN LIEU OF I,) LOCK 13 OR Q.9 FOR ANY SPAN ANQ INSTALLATIONS AT MY ELEVATION ALTERNATE il.0 LdtK 6_4) VAY BE USED A., AN!,D- OR CUTS'DE LOCK.'ATTACHMIDITIOF HD IOC{ 0, w g IS.Ag/ 3.#8 X,3/�8. F.N. S.SM.S.. ANDICLUOES SI NMORCEMENT INSERT C11 AS SHCWN ON SFCrONt P,03-w. AND liod­riVC. SHEET '10, -tc.-K MAY BE INSTALLED AT Vj I ISMIJ'; OR 12- MAMW jM aFL6V OR AEI6E'N1IOSPANl: USE OF LOCKING ROOS it5j iS COMrL-MLY OPR094L. IILIEC.Oemc. TILLIT TESTING & EMGINEERING'_:Oh M 'D5, M RGMrA 14.2 d. - ZQ4s, r1C -:10RIIA *&rep A, DIMT jr.jp.�. MMDA U� 0 44 67 A.S.S.A. American ShOtter Systams Association, Inc. 4268 West Paim Ba&K, Fl_ 33407 TERN I�et&-SUFIPLY, INC. RTMA.:HVTm n Shutter syster OR W/6 H.V. 'MNWW KALE 'AWING No 11-192 I --.-CONCRETE ANCi ORS POURED rSEE SCHEuuL£ ON POL<Et�—t =CREZE SHEET 33) CNCRR r t F.ECUiRe6 REQUIRE icR F` yr O4YCRET ANCHORSI1 107 �t10-5..,•E'fm NGV4fHG. QN 3N:}"- t "`� titi` J✓,,'�'.r.,r' f '#t F . - - {�LIt iO. .r.-1f40 2.x ; (SEE SCHEDULE 0±: SH=_E7 la) �{2Oi{ j4' $.S. .✓' > s` - EG, i EA . k,AC 14 5 R�`r5 D2SW Max, }'-Jd S� N I�•_ - i Soesu= aa.s�r n cai w!ceeea;kc—� � �� ._•AJAR i.4'� `�1 �� t'� ! ,,„_,,,(j� Evz"5'C ' RATON TO GLASSMih, 5=fA (SEE-ULE Ghr SNEEf U)` ! EXISTING CLASS —,II t CLASS- 1 .OR NIN..SYEPARAMON-TO 04+SS 1, ( ySEE SCIjECLILE ON SHEET Ttj-- g ! R'i9T'a9 3 R'2iiII'Ac " I9 i EX!5'iN i 'li. GLAS 1 I 7 7 77, SS. T SC13£arS DuREO OONCREIE - 4-MNCREJ£ FLOCK d M,ERM / 1 Cv\ H fE :tICHCAS (Sc- ACHE atE Ot3 uA•HINE f/ vu YS17S �O L^< O.C. OR: 1 S D./� ! i �-IIPFiOtv'L WIC 'SEPA}i1Ti N 50 GLASS i'! ti E 1 i x}t STiNG (grg sC3s-rTsi1L ON S=iEV 71) LASS. �� L 'C Hy WALL HEADER INSTAL ATIQU ' NIM SEPARATION To G"' r ' —'� ` -(szv Sconce CN SHEET 13 �AS.SI i ✓p i �!,� 1 5ar s .ap Laaar t a;'_y .. .c:• -103 ' _� ♦i A i j rTln A' S,S. 1 S i d 1O 3 3 IS,% Ftzl JPS �✓ r / EC Eo P1i=L lass rlv -s : � T I I t ` x `1 @. J A�<Cnl'af 'SU" ViS 31�'tiO CONCRciE Ah:Hci?a �..„... W1a N.E,20 +NUTS 0 S2' O..0 ONCREJE ANCHORS { L T,% aR i & 1' � fiU 5 S � r __.. 1 ��- CS �E SCMMULF CN yaj 4 /4'-2C til7iS ,-A' 12° O.C. (SEE ScI1k0ULE..pI: Sk£E;I 1])N,n, POi �G6 LONCRFJ SH..( 9}) POUREO.CONCRC7E ,,.„I� _�, ON-LOh°!i OR CONCAVE RLCCK ,t�__. {^�NCREMANCHORS FI Q. C,O <" wnL R gut -0 17�R mum—SI ION (5££ scilrouL ;cN F� WALL $ II STAL THO • f.�JN I.:ISL _� cs'c tic Gee a`cc t lE 14) 14.E 9 �� `waeL REQUIRED Hy WALLSILL INSTALLATION INSTALLATION DETAILS W/ J� - SEE SH c:- 4 ToR 1^pim cHItTE?� 0, OIS7nsYqq- �)\ BLADE, ASSEd' 1 SEE. uvA ATIONS OF USc fiO .-1 - H Y :. 2- NOJNOhC-S£CTICNS,CAS 0£ COIdG'N£0. (SE£ 5PEWIC00% ON Ses.E£F VA E3LAOE.(A ON SHEkl".IP 1N ANY WAY TO SU33 ANY INSTAC.LATIaN: FLORIDA BUILDING CODE(Nor N;gn Vdaci y Kjr+rlcare Zone, ,r)(i A. TI(C/ �2q)T 1ST£ Y AETQL'SUPPLY. tNe, BE P! 4 Accordion Shutter System Ida4167 ,,\ All ■ • Kv., . t w/ cR w/o rev. vowd'.r0 RAX AmerlCan' Shutter $yst+ein9 . H GL';slrRrlen oA7[ r,,zAsiv stY: A... TILLIT TESTING & ENG)NEEIING OMPANY ! A75'l;diY 3.ase.5s xa,.mp WAerhs. , fi..rtaa+a.: .A sp& laflon, ina: t 0�!'13'-OS7 3li29II W!Je, d)I7�/J9: SrATF nr �25E r��va� 6 Ari1r a r--- —. y arcs ,sD5e7� JSJo , ce. { asjs s�a5ye DRAVING No: U a' ' e-mc7 G aoAca,cart. 1Ve5`- °9Irn B:OCSa, F? .33407lp� 3m, I L CO P 3 ... �da` NULT M if, fk�?te._NAi:4 tOwlpk uc I 4,1s7 POUR;a C0%CRE7z ANCHORS Wk C_VAV-414 I I CONCRETE (SEE SCHEDULE ON SFE—E. 13) ro GAIM (.emu11 MTV IEG 0vM1w -_Ds_- CF w "M ZE AIM /X/ CIN tO4100/4 HEX WASHER HM 13 CA 15 TEK SCREWS * 12" O'Cl. —CONM7E ANCHOn (SEE SCIIECULE aN SHFSr I EXISTING MASS OF SLAS It ME 'If SIRS IF MR W-1AITIN Z POURED-" OR: 14, CONCRETE REQUIRED . HY-MILING-INSTAL All (D� HV FLOOR INSTALLATION t O-t BV lw C)NCRETF VM—D, T W"a (D ug Oh TO ZVSSrGLAS S islaT it) , V4 IVA F: _ T7,1 3/4- TEX SCREWS 0 91 Q.C./j, Z OR 1,/02T20 5.3 4"s NUT a 9 O:r me. Scilima ON V, 0. C. SHEQ t4) 4, .L SLAS IF 4ppyaA9u,COnrf?=fE:13(b) ff UL: ON ON SH.IET I OR CONCRETE sLom PtuRm POURM C6,"CREre-3 (SEE H.EO OR CONCRM st a_lx aprIONAL- POURED CONCRETE, HY WALL FLOOBjEffALLAIM QL HV WALL MU RMYRZO @)HV RAINGUARD INSTALLADOIN t t THIS 141TALLA710.4 SMALL.SE+ 1, D, - EWE: MT�ANCE- w4y"Ime m,,v4 prwormto . AWACENT TO AN CPER&F'Uff + SEA UVAIIONS OF %,SE MR 6KCIrICATIONS 611 SHMT 13) SLAOc ,Q�' I- SEE SKET 4-FOR TYPICAL SMUTT-R.. (SEE OR ENM11CC, ON SMEET IQ AS SFILY 2- mummr. seCTfos,'cA., se _LN' 'NY YlA- TO'SUIT A14Y V4STALL4,TON._ El All etr�iirli ME C 0 mc. 16f TILUT TESTING & ENGINEERING W' a 7E '�T mum u R IV, F2 E 0 P L II WALIER: A' TIlX3 Sr,R.I. sr Sc:!ma Cr hillil I li 0 9 .9 M 1. MASS FLA. EA .CONCBZM ANCMECRS (SEE SC40ULZ qN SHEET t4) 1-WID ?SFs.a. DESIGN PRESSURE PACING k FOR SPANS PER SCHEMME SKEET 11 T R) C'm Y.V0 IIW &U119 TA-03 W/ TEI;, Amomm IA� z, k O.V MR VMS L14M 1 -7 mg 3 It V4 -"4/4 L L�_;JMX MIN. RoiRt L_LLl;_,__w _Tll KEYSTONE, MOUNTING INSTALLATION ILR M" SIA VEW4 PAM w 01 PAN al-wal FLORIDA BUILDING CODE (Nor) 'High Velocity UtIrmane 0 'a I I W.TMN 1gm. upny, INC, 13ERTIRA AsSsA ,VMj_v Accordion Shutter Sys_taS■ FiV MElH.V.. Y SAD! American Shuftar Syshms kafso0ation', Inc. Olb 11-00 It/,9/11 C.,Tgi 11/29, 4268. wcst'rocds Wl:st Ptim Oea'OS�l FL 311, t SEE - sx wtm aH LC: y€. ; pars 0. nv Lo;xs ea, 0 .I £xiST4YC'fi�A45 INSTALLATIONS Wi`� HV,V.6.U:TeP{NATE RV OCrC0 f75nEEf"5. _ # i SLATSs SLACK MAIL WFFAS VALID FOR ALL BLADE W HV CENTS ✓MATES ^ £rtFpiJntEs AaauCA an. 34Di OAR SEE END WALL CONNECTION � � �: 1 7d'0°p�+) o.� °n � StINO CtaSS DETAILS ON SHEETS 10 & 1 1 __---- --- _----- ---_---- Y.R".a/s'.9'-S /� 8 = 8 on T9 • re l -- 5 - _ .._.... � i (A8iWcN ALLO) ALUM. +;. E / ) ,�<mA:H � OPPOSNG asa CavCRE E I - CE ER ATES (rDF/@OrIDM} de}OAS/3• s,la.s. fD ,,z' +G._._R �.? M,Y. strLAnna:: (4)jt6xl(2' S,Ma ute d0 Tul? tt °' ' D.C� FOIL Lti.rti'T, M.. V � .. - A: Of ` I W [.i�f 1( i0 CLASS RT EA'Ch .A.tiDLE. (?YA /1� { * , (ON SHEETD11) .35 1 i (D` * '/ - � � HVB- HVC ������n 10 + �A ©F lcwQ4`J efl t !-r Q°n m �6 �'Qaa $�at 10 r ep POURED COt C7ETF AL raasn:vc Gnus t. ccNcaETB 5iei:K wrau 6 7 1 sA 6 7 8 °ai 10 .15 °" i�+' gR, FEQU' ED _ _ xi$n is E ca •8 7 °.� I _ _ 6 7 SYMMETRICA! d' 7 f-" S - Q O µIN, WARAMON InzstisnCENTERMATES�6" ( 5 1 8 8 �« ra cLas� ...=t... ._ _..... .m.B GL'SS 1 �.. `-� �` ��• (SEE SCKOULE •�;j, t t �, �.• E1 cam! W4 tiV LOC�6n0 " oN SHEET i;]. is MJN. S&ARATIGN\ r0 OLAS$ I (SEE SCHF:�Ui<E � IN OPTIONAL ON SHEET f r 'CH FEE 3 �+°�%✓ % 1 I j-ij- s /Ahcriaes Q . ✓% c+. �''-.fIAF$T,F,�j.r" r le D.C. x _� ..._• T?, /� . as 't 2T,—. i� t - `J 6 3. II .VARIES ,! N • tl QUT a 1/2 MAG CL OU i ,� (EXTfRiaa) WVE �** HVD FLORIDA BUILDING CODE'(Mon High Vslcatty Hurricane zone d l,�fA ' C9 01a MTEAN'mETALSUPPLY, INC. =Eco,IjIEN.7 Accordion'Shutter System >• >• ■Ar KV. BUM #1 Vr/,PR w/o MX WNDPW si. Amer[can $hu#tac stems TILLIT TESTlt9G ENGINfE+iiNG. COMPANY Sy e+...Na GLSCfiTFTtON OATi GOP III A.O: Y AssoC(Otlon. Inc.- t OLD I a-063 ' I o/19 11 -4TE s i/29Ji? .4268 vtesiraads brive a p rnNC. NO _�U� FLpR1a� 0� a,T1 ° maea M0,47113 Vilest. Papa 9each, . L 33407 ` 11-192 F 1 NAUE9 A. r ff I, P.F- n� �Sl,Ot 1,ti'�n.r P J_'Alr. p 441-37 a SHEET -- -- 0 ALTERNATE INSTALLATION W HV "T" L CK R& HV MAM/FEMALE nT" 1 0 K S �7 W HV LADE SEE END 2QNNEQjjQN DMILS ON SHFM fe & 1A. °76sM1G C,AS} OUT } IN rU/_.„- mE QsueK ETA1L R �a A cr c+ I e. I f t Co®w©• 7Ou®r�J • •Qm ty AS 'nRll A5 u �Sk fLCA !G BGACe'"Ir O�TA huICA',EC 04 Tk•.iS SHc"si, uAY 9E UM Wt ThisALS6L ..e Y$r,4tU^pM 85iAI h.'C NGm T.' $n_Er. Q ©�� ,F�:s �w �•O''C: -0,0•10 WIN - a N.CIL Wll>} 1I�9 ,7PCON 7 ..a N * SfS NOTE 6 fGR R Lo,-K e" =K 04 SKEr 04" Av9Ni?%L� N..aw.) VALE ?wh ae. AIM 3':ET KWIM, PART # 0820, AS MA,1thTACNBFS..87 AtiSa7. CnWRR1 92G5, OR Ei+1FL INSTALLAT14[M HV BLADE W/ HD CENTERMATES J HV " To — IN _ w — (t)s � '•? — € Q ,! H.V, {INSIDE) t(iD k HV "T" LOCK (OUTSIDE) 0-20 x r 1/2" S:S.M.S. 7/8"0. x 3/32" WINGNUT. 91rv* V? n �!�e• s �a r / IILIECOm 7t2.LIT TESTING & ENGINEERING I }} .•i W 3}Yp a S' w5j MMV? A Fa_.:e ; (05}579 iS.i➢ Fc yT,.S}z a ma'I 1'ISe dos eeM EL- Dd87i9 t1d T A. TILLt d P . i4:c7 tc raw,:) H�6—(�,VB O.UT DC_IiVG S.y2 . 'Tp1CAI tiA S F MAIE5 Vl?. �}"d Lou {1i;TSRtO „ # szf µre w wlr ro. aa^s 0.. J, 0 �* 4aM17x rtBT',w,G �UT¢�1 !w.>tn M,ZI•NS'+5 S url:a.�.f�,tn"ulili: Ail:S N^'1N?fk'+4 aT @:AdE fug ����`�� Accordion Shutter System HV. RA E $1 W/ OR W/O KV. 1ANWN ADE -American Shutter Systems av, N QLSC8IProN MO cB w 8Tt A4.. Association, Inc. , OLO 91 -�063 � � 11/z9/11 A268 1Yesteoods Drive 2 RF'�1NG No Wes! palm 6.eooh, F_ _13447 s 11-192 ^._ __ i?OUEEp'CONt.2EYlr CR .CON,tyiETE:... 27_OCK WA,.t•. REOUIP.Ep POU�O CONiiiETe )`uCR-.CONCRETE �+ BLOCK WA+L RE0177:3ED W,— ar.?SONG GU•,SS. i .+ i` EXISTING CLASS. ✓` _..� ' ,..(j .•''� ,/ f✓,f ( �" p,. ��� 2' 1J,7N E cT1\C 431-ASS ..''' ftkNti SEPi+ b71N, ,. II'DE? j" TO LASS (SEE. f'0 • ,.t'" f r erylLT$,y.I=.:,•4+gk`F 8 / l4 Q1` 3t�i �19h'C7:. N(D�Wgo USE f" -!OR 2 MAX.ftCAl/2< S,M.S, �.+' I ( __._ > (AS APPLtrA9_'E)&xI?,0'X • 2 _—_ htL.flY) AT MtR4=IGH�taa%2 S.m.s. to4D& zjl/+asanc�oAs ,0A. A'n t° 9 C- (LOCATE AEITHER SIDE OF e '.�sp gc�ti�lEcnfl L� 6R !LA' � O> � 1 :QRSIO COrP'ECTtOtI i0 TRA.�az � �� �a'®t .�+ai 'gEE.O YRACKs SIDE CONNECTION ' �a ,0-0« •"Q© ®� TO TRActcs.®��.�,©.Sm jJJD CONNECTION I . 3 END NNEMN DETAIL 4. END CONNECTION DETAIL ) Q O . .: 11 POItREO�COY 4c`t-_'Oit REOU'MED .ON.Y..FOR SPANS CgEATER TRV4 121-0' '-SS CONC < ., ..;r-._ V J ...- — .... ,- notrRED BLCCd. WA;.i. " E%ISTI\a .C=.i .ET ��.J MNI S6AW4nCN #t 4/2 SIM" -m^ .+,--i TO wins (SEE ;r j'0 as t6 �41:G.., tinri. _^ATICK t'�` �'— :0-ILE'Cr! Sl= / % iC C (SEE YY oR®OR(DdR 1, FOR 81,AX- QANO CONCRETlt =�.•' �2' �MIY, Sb+ JIE i 91EU at S c=i Ig' o,, ANCHOR a 17 FCR "" (j)MD �" ORQOR qoR a 'CONCRETE .p 1 Ct O.C..' � {� , SI-Ml. is FCR l` `y,{ 4 - p OR ,.�. 1/2 WN, 4 _ Ea- i- `7 _ I,eC} OROFc 2' IN.. t " 2" �1tN, ,� r t S."c hdi7kON S OF Uis k-OR- .� I ✓p eR �NOp to t aR 3 oa i ox 1 oe t � r �- D OR �' PLAN • ff U -OR' A.p� a pp a®= .� QEIAI b... POUREO COKC+ETE-OR. a®m b rQ eQ+,,G •�� , .END INSTALLATION CONCRETE BLOCK WALL ` 10;:©� •�©.�.a: \ ReOUIREO �'°�.®„�•®„�:0„ �'`,--.®.C1- .O•Q� •®� HV BLADE OR 'A)... HV WINDOW DOW BLADE INTO 1 p ®��•.fl�p-�a ®�� ���.� CSNCRETE OR CONCRETE BLOCK. WALL. \ -END- CONNECTION RETAIL Q. �e SaQ•�a,( .Qs�A ®'� AND CONNECTION DETAIL .Q FLORIDA BUILDING CQDE(Hon High Vetecay Hurricane Zone i,far,ri�r�i s - m201 t EASTERN META; SUPPLY,. INC ttit � r V'''—'' T. `'''P �)CEnrsF J� rr /fir A ■ . 7A AR Accordion. Shutter System is E 4 I!I pyAmerican Shutter S stems WN, O #1 MO GR /0 H.Y. 7 RIVIP! : A*f wt[�ILE CO, TILYT TESTING d ENGINEERING OMPANY' LY•H ot<ca,nnon oA1e cuAw t ar: Ac. q'_.•,s;Nw sea x„se .Ms vs,yrya w.aiis;: !:A ,szao A980CIOftan,, Inc, 1 Dl.$.!t-0@: tl/29011 GfTe:: 1l/'2?/I.t q Pn +c (ia5jeyl sea -qex , T+Qs a a'-ls'u 4268 'Ylesttcade Driva a pRA}VtNG No �,f F�QRIpP �k� r' ` �a aoaei�ia cam ��ast,�Pa! i Eeo'chy FL 33407 s I I — I H2 �L�' wpLiER A< T•SI:It Jr. P.i: i %DATE itafi0a uc. 144167 s SHEET a 10 OF 20 MAXIMUM SHUTTER SPANT 14' OR 'L-" (ft.). FOR INSTALLATIONS W/ CEN!T'ERMATcS, ®& ®or or W/ ONE H.V. LOCK ® or ® Or or HD LOCK ® W/ NO LOCKING RODS or CENTERMATES ® & ® W/ ONE HV 'T" LOCK ® W/TWO LOCKING RODS ® TOP & BOTTOM SEE NOTES tt MAXIMUM CONCRETE & WOOD INSTALLATIONS V A M. DESIGN PRRESSU WALL MOUNTING I F000R/CEILING (P xt) MOUNTING (r OR-) 35 SCHEDULE 112. MAXIMUM SHUTTER SPAN* "L+" OR "L-" (ft.) FOR INSTALLATIONS W/ ONE HV LOCK ®or ar W/ NO LOCKING ROOS (SEE NOTES t,tt) A.S.D. SIGN PRESSURE PATWG (A°'L CONCRETE At WOOD INSTALLATIONq WALL MOUNTINO & FLOOR/CEIUNG MOUNTING L t (0) -L - (1) 30 16'-0" 16'-0' 35 14'-10" IV-10" 40 IX-10" 13'-10' 45 13'-1" 13'-1' 50 12'-5' 12'-5' 55 11'-10" 11'-10' 60 t 1'-4' 1 V-4' 65 70 75 80 85 90 - 95 9'-C- W-9" 10D _ 8'-9.. 105 8'-7" 110 8'-4"7. 115- 8'-2- -t20 8'-1"125 p- 7'-•10-130 7'-8"135 7'-7"140 7'-5" 5-11 145 7'-3" 5'-9' 150 7'-2" 5'-7- 155 7'-0' W-5" (6o 6'-11" 5'-2" 165 W-10" 5'-1' 170 6'-9" 4'-1 t" 1-75 6'-7" 4'-9" 180 6'-6" 4'-8. 185 195 6'-3' a'-3" 200 6'-2" 4'-2- 205 fi'-t" 4'-t" lot P.E. #3 SHUTTE SPAN* "L+" L-" (ft.) INTALLATIONS FAXIMUM HV LOCKS LOCKING (VALID FOR MO NTING Q SHEET ) NAM UM CONCRETE 'ILD. DESIGN It STALLATIONS PRESSURE LUTING FLOOR CEIUONR MOUNTING (h OR MOUNTING L* L(ft) 30 tb' 16,-a" 35 15' 16'-10" -10 14' " 15-2" 45 50 12' 13'-1" _ . 55 11 1' IV-I1' 60 10' 70 8'- ' 9-4" 75 INSTALLATION LEGEND CONCRETE & WOOD MANSORY WALL A. B. C, D. E. M. N, 0, P, Q. MOUNTING F, K & L R. S, & V. FLOOR/CEILING G, H. L 11, J T. U. W & X -MOUNTING & M V MAXIMUM SHUTTER SPAN "L+' OR "L-" FOR INSTALLATIONS INTO WOOD SHALL BE UMITED.TO 105 psf. A.S.D. DESIGN PRESSURE RATING. t HV CORNER CENTERMATE g3 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION #2 NOTE #5, SHEET 5, ttEXCEPT THAT MAXIMUM SHUTTER SPAN "L+" OR "L-" AND MAXIMUM A.S.D. DESING PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK SHALL BE UNITED AS FOLLOWS: 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-72 P.s,f. AND 8'-0" SPAN, SEE -MOUNTING ©-ON SHEET 7. SEPARATION_ TO -GLASS SCKEDU:LE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 V" C1� HV BLADE FLORIDA Bl /T7LEco..--\A.S,S.A. * TILLT & ENGINEERING American Shutter Systems TESTING COMPANY Association, Inc, N.. Ph SfitN. St., St.. 305, NRGINK GAILDENS. RARIDA 1T"S ne (305)671-1530 . Fax : (305)871-1531 4268 Westroods Drive 1(1( e-maE9ttlfXk106®191.GDm West Palm Beach, FL 33407 WALTER A TIDJT Jr. P.E. _ FLORIDA U.. / 44167 (1) L+:-MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE A.S.O. DESIGN PRESSURE RATING. L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE A.S,D. 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.O. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN "L-" FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE SUM DETERMINED SPAN BETWEEN "L+" AND (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL MOUNTINGS W/ FLOOR/CEILING MOUNTINGS: FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE RATING: DETERMINE: LI+- MAX. SPAN FOR. WALL MOUNTING INSTALLATIONS. L2+- MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING: -DETERMINE: LI-- MAX. SPAN FOR WAML MOUNTING INSTALLATIONS, 1-2-- MAX. SPAN FOR FLOOR/CEILING-MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN. "LI+"_, "L2+", 'Lt-" AND "L2-" (4) G070 MJGHOR SCHEDULE WITH ANAL MAXIMUM ALLOWABLE -SPAN AND NEGATIVE A.S.D, DESIGN - PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR High -Velocity Hurricane 1 EASTERN METAL SUPPLY, INC. 1Gna nA nV TM Accor ion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WN308 BLADE )RAWING No 11-192 SHEET