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WS-13-2347Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 inspection Number: INSP- 201326 Permit Number: WS -10 -13 -2347 Inspection Date: December 04, 2013 Permit Type: Windows /Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: LIMA, LILIAN Work Classification: Window /Door Replacement Job Address: 73 NW 108 Street Miami Shores, FL Phone Number (786)351 -7004 Project: <NONE> Parcel Number 1121360110260 Contractor: AMERICAN STORM PROTECTION Phone: (305)264 -0446 Buildina Department Comments REPLACING 1 IMPACT DOOR AND 1 ACCORDION SHUTTER TO COVER ANOTHER DOOR Infractio Passed Comments INSPECTOR COMMENTS False Passed Inspector Comments ° Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re4nspection fee is paid. For Inspections please call: (305)762 -4949 December 04, 2013 Page 1 of 1 �B Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 ,OCT 162013 BY FBC 20 BUILDING Permit No. PERMIT APPLICATION Master Permit No. 0 7 Permit Type: BUILDING ROOFING JOB ADDRESS: 7.3 /LI LA-)— / 0 9 -;T City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes NO ✓ Flood Zone: OWNER: Name (Fee Simple Titleholder): J lA N / AA Phone4t7 0 Address: 7 lets !0,E �= City: /t-1 / _—:;) #V A�5 State: Zip: Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: t-t7-.qF I CA ) � 9C� , 6 �Phone #:QO541 6_13 ° PS) V Address: /0 20 l /) Ur Z I/ 45' T IC-3 City: Ht A "/ State: Fe— Zip: 3?? / i Z- Qualifier Name: v' LL— Phone #: OS) State Certification or Registration #: (f (S C / 5 /3 2. -7 5Z Certificate of Competency #: Contact Phone#r ,2 8 —8 2-1 Email Address: �td�"' 4i/ La'✓L DESIGNER: Architect/Engineer: Value of Work for this Permit: $ % 1592-57) Square/Linear Footage of Work: 4� Type of Work: UAddition DAlteration ONew ORepair/Replace UDemolition Description of Work: K t✓ D 1GC'_1fJ C (�/ ) IA4 Submittal Fee Scanning Fee $ Color thru tile: Permit Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ 11 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CONEMNCEMENT MAY RESULT IN YOUR PAYING TWICE FOR MPROVEVIENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature -4 Owner or Agent Contractor The foregoing instrument was acknowledged before me this ®gam The foregoing instrument was acknowledged before me this-/-L- day of Q y� , 20 is, by L o l iald 4 �4 A day of 20 a, by Xn &)QA 0,42 lboL t�oe Z who is personally known to me or who produced who is personally known to me or who has produced As identification and who did take an oath. RIGMERTO JESUS CUESTA NOTARY PUBLIC: MY COMMISSION # EE 051340 EXPIRES: April 27, 2015 �T9 oe`O� ded Ttn Budget Notary SUM Sign: 1 Print: R1 ci o,6 fl-�4) ��� A4 My Commission Expires: APPROVED BY Plans Examiner k l Structural Review (Revised 3 /12/2012)(Revised 07 /10/07)(Revised 06 /10/2009)(Revised 3/15/09) as identification and who did take an oath. NOTARY PUBLIC: 20�PR °'.'el�p RIG08ERTOJESUSCUESTA MY COMMISSION # EE 051340 EXPIRES: April 27, 2015 Sign: / Bonded Tim Budget Notmy Services Print: Z G e,6 fit'— o My Commission Expires: Pr e �7� a ®� � Zoning Property Search - Report 1 � Property Information: Current Previous Previous 2 Year Folio 11 -2136- 011 -0260 2011 Property Address 73 NW 108 ST Exemption/ Taxable Owner Name(s) JOAN LUIS ROMERO LILIAN VIEIRA LIMA $50,000/$118,695 Mailing Address 73 NW 108 ST MIAMI SHORES FL 33168 School Board Primary Zone 0800 SGL FAMILY - 1701 -1900 SQ Use Code 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds /Baths /Half 21110 $50,000/$138,802 Floors 1 $50,000/$137,115 Living Units 1 Date Adj. Sq. Footage 1,709 Qualification Code Lot Size 9,225 SQFT 27410 -3759 Year Built 1951 $100 Full Legal Description DUNNINGS MIAMI SHORES EXT NO 7 PB 52 -33 LOT 10 BLK 214 LOT SIZE 75.000 X 123 OR 19431 -4590 12 2000 1 Assessment Information: $140,000 19431 -4590 2008 and prior year sales; Qual by exam of deed Current Previous Previous 2 Year 2013 2012 2011 Land Value $45,979 $45,979 $45,979 Building Value $122,716 $141,136 $142,823 Market Value $168,695 $187,115 $188,802 Assessed Value $168,695 $187,115 $188,802 Benefits Information: Current Previous Previous 2 Benefit Type 2013 2012 2011 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: not all benefits are applicable to all Taxable Values (ie County, School Board, City, Regional), Disclaimer Page 1 of 2 MIAMI -DARE COUNTY OFFICE OF THE PROPERTY APPRAISER PROPERTY SEARCH SUMMARY REPORT Carlos Lopez - Cantera Property Appraiser rF' Aerial Photography 2012 N Taxable Value Information: Current Previous Previous 2 Year 2013 2012 2011 Exemption/ Taxable Exemption/ Taxable Exemption/ Taxable County $50,000/$118,695 $50,000/$137,115 $50,000/$138,802 School Board $25,000/$143,695 $25,000/$162,115 $25,000/$163,802 City $50,000/$118,695 $50,000/$137,115 $50,000/$138,802 Regional $50,000/$118,695 $50,000/$137,115 1 $50,000/$138,802 Sale Information: Date Amount OR Book -Page Qualification Code 08/30/2010 $330,000 27410 -3759 Qual by exam of deed 03/24/2010 $100 27222 -0679 Corrective, tax or QCD; min consideration 12/01/2000 $140,000 19431 -4590 2008 and prior year sales; Qual by exam of deed 11/01/1992 $78,500 15735 -0396 2008 and prior year sales; Qual by exam of deed 05/01/1987 $71,500 13269 -4584 2008 and prior year sales; Qual by exam of deed 02/01/1983 $70,000 11706 -1983 2008 and prior year sales; Qual by exam of deed 06/04/2008 $280,000 26454 -4414 2008 and prior year sales; Qual by exam of deed The Office of the Property Appraiser and Miami -Dade County are continually editing and updating the tax roll and GIS data to reflect the latest property information and GIS positional accuracy. No warranties, expressed or implied, are provided for data and the positional or thematic accuracy of the data herein, its use, or its interpretation. Although this website is periodically updated, this information may not reflect the data currently on file at Miami -Dade County's systems of record. The Property Appraiser and Miami -Dade County assumes no liability either for any errors, omissions, or inaccuracies in the information provided regardless of the cause of such or for any decision made, action taken, or action not taken by the user in reliance upon any information provided herein. See Miami -Dade County full disclaimer and User Agreement at http: / /www.miamidade.gov /info /disclaimer.asp. Property information inquiries, comments, and suggestions email: pawebmail @miamidade.gov GIS inquiries, comments, and suggestions email: gis@miamidade.gov Generated on: Wed Oct 16 2013 http:// gisweb. miamidade. gov /PropertySearch /printMap.htm 10/16/2013 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 l fp 1 , `J Page 1 of 1 Permit o: CJs -2,3 �l �'' Structural Critique Sheet 81 ,2-� ffv SCR ED ULb STOPPED REVIEW Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and Include one set of voided sheets In the re- submittal drawings. Mehdi Asraf .ti _� 1 ASP WINDOWS & DOORS Lillian Lima 73 NW 108 Street Miami Shores, FL 33168 Permit Schedule D-="- Date Mark Family and Type Product Approval Design Pressure DP Required Frame color Frame Type Glass Type Comments Date ananoca I 6- 8- Thermatru Opaque_Single Door. 38" x 80"6-panel FL10537.1 +80.01 -80.0 fiberglass NA State 2 Town & Country c _A cordi0n Shutters: Town & Country_Accordion Shutters �jp, a w ASP WINDOWS & DOORS Lillian Lima 73 NW 108 Street Miami Shores, FL 33168 No. D-="- Date Permit Schedule 10601 N.W.14 Street. #103 Miami, Fl. 33172 Ofice:305- 470.9369 - Frnail :engineering @asspwindows.cnm YNVW.aSpWlnfiOWS.COm Projectnumbar � O� Date ananoca Drawn by ASP Parmlt Dept ASP WINDOWS & DOORS Lillian Lima 73 NW 108 Street Miami Shores, FL 33168 No. D-="- Date Permit Schedule 10601 N.W.14 Street. #103 Miami, Fl. 33172 Ofice:305- 470.9369 - Frnail :engineering @asspwindows.cnm YNVW.aSpWlnfiOWS.COm Projectnumbar � O� Date ananoca Drawn by ASP Parmlt Dept Checked by Checker State 2010 FLORIDA BUILDING CODE /ASCE 7 -10 WORST CASE DESIGN PRESSURE CHART FOR COMPONENTS AND CLADDING For Buildings with a Mean Roof Height of 60 Feet or Less DESIGN PRESSURES FOR INTERIOR ZONES ( "Zone 4 ") Mean Roof Tributary Area (sq. ft) Height (ft) 10 15 20 25 30 35 40 45 50 15 40.1 39.0 38.2 37.7 37.2 36.8 36.4 36.1 35.9 - 43.4 - 42.4 - 41.6 -41.1 - 40.6 -40.2 -39.8 -39.5 -39.3 16 `0.6 39.5 38.8 38.2 37.7 37.3 36.9 36.6 36.4 - 44.0 - 43.0 - 42.2 41.6 -41.1 - 40.7 - 40.4 -40.1 -39.8 17 41.1 40.0 39.3 38.7 38.2 37.8 37.4 37.1 36.8 - 44. 6 43.5 42.8 - 42.2 41.7 41.3 - 40.9 - 40.6 -40.3 78 41.6 40.5 39.7 39.1 38.6 38.2 37.9 37.5 37.3 45.1 - 44.0 -43.3 - 42.7 - 42.2 - 41.8 41.4 - 41.1 -40.8 19 42.1 41.0 40.2 39.6 39.1 38.7 38.3 38.0 37.7 - 45.7 - 44.6 43.8 - 43.2 - 42.7 - 42.2 41.9 - 41.5 -41.3 20 42.6 41.4 40.6 40.0 39.5 39.1 38.71 38.41 38.1 -46.2 - 45.0 -44.2 - 43.6 - 43.1 42.7 - 42.3 -42.01 41.7 22 43.4 42.3 41.5 40.8 40.3 39.9 39.5 39.2 38.9 - 47.1 - 45.9 -45.1 44.5 - 44.0 43.6 43.2 - 42.8 42.6 24 44.2 43.1 42.2 41.6 41.1 40.6 40.2 39.9 39.6 - 48.0 - 46.8 -46.0 - 45.3 - 44.8 -44.4 - 44.0 43.6 43.3 26 45.0 43.8 42.9 42.3 41.8 41.3 40.9 40.6 40.3 - 48.8 - 47.6 -46.8 - 46.1 - 45.6 - 45.1 - 44.7 - 44.4 -44.1 28 45.7 44.5 43.6 43.0 42.4 42.0 41.6 41.2 40.9 49.5 48.3 .47.5 - 46.8 - 46.3 - 45.8 - 45.4 - 45.1 -44.8 30 46.3 45.1 44.3 43.6 43.0 42.6 42.2 41.8 41.5 -50.31 49.0 -48.21 47.5 - 47.0 - 46.5 -46.1 - 45.7 -45.4 32 47.0 45.7 44.9 44.2 43.6 43.2 42.7 42.4 42.1 -51.0 49.7 -48.8 - 48.2 47.6 - 47.1 -46.7 - 46.4 -46.0 34 47.6 46.3 45.4 44.7 44.2 43.7 43.3 42.9 42.6 -51.6 -50.4 -49.5 - 48.8 - 48.2 - 47.7 - 47.3 47.0 -46.6 36 48.2 46.9 46.0 45.3 44.7 44.2 43.8 43.4 43.1 -52.2 -51.0 -50.1 49.4 - 48.8 - 48.3 - 47.9 - 47.5 -47.2 38 48.7 47.4 46.5 45.8 45.2 44.7 44.3 43.9 43.6 -52.8 -51.6 -50.6 - 49.9 - 49.4 48.9 - 48.4 48.1 -47.7 40 49.2 47.9 47.0 46.3 45.7 45.2 44.8 44.4 44.1 -53.4 -52.1 -51.2 -50.5 - 49.9 - 49.4 - 49.0 - 48.6 -48.3 44 50.2 48.9 48.0 47.2 46.6 46.1 45.7 45.3 45.0 -54.5 -53.2 -52.2 -51.5 -50.9 -50.4 -50.0 49.6 -49.2 48 51.2 49.8 48.9 48.1 47.5 47.0 46.6 46.2 45.8 -55.5 -54.2 -53.2 -52.5 -51.8 -51.3 -50.9 -50.5 -50.1 52 52.0 50.7 49.7 48.9 48.3 47.8 47.3 46.9 46.6 -56.4 -55.1 -54.1 -53.3 -52.7 -52.2 -51.8 -51.4 -51.0 56 52.9 51.5 50.5 49.7 49.1 48.5 48.1 47.7 47.3 -57.3 -55.9 -54.9 -54.2 -53.6 -53.0 -52.6 -52.2 -51.8 60 53.6 52.2 51.2 50.4 49.8 49.3 48.8 48.4 48.0 -58.2 -56.8 -55.8 -55.0 -54.3 -53.8 -53.3 -52.9 -52.6 DESIGN PRESSURES FOR EXTERIOR ZONES f7one 5" � Mean Roof Tributary Area (sq. ft) He ht (ft) 10 15 20 25 30 35 40 45 5o 15 40.1 39.0 38.2 37.7 37.2 36.8 36.4 36.1 35.9 -53.6 -51.5 -50.0 48.9 - 47.9 - 47.1 - 46.4 - 45.8 -45.2 16 39.5 38.8 38.2 37.7 37.3 36.9 36.6 36.4 -54.4 -52.2 -50.7 - 49.5 - 48.6 - 47.7 - 47.0 - 46.4 -45.9 17 41.1 40.0 39.3 38.7 38.2 37.8 37.4 37.1 36.8 -55.1 -52.9 -51.4 -50.2 - 49.2 48.4 - 47.6 - 47.0 -46.5 18 41.6 40.5 39.7 39.1 38.6 38.2 37.9 37.5 37.3 -55.7 -535 -52.0 -50.8 -49.8 48.9 481 - 47.6 -47.0 19 42.1 41.0 40.2 39.6 39.1 38.7 38.3 38.0 37.7 -56.4 -54.1 -52.6 -51.4 -50.4 - 49.5 - 48.8 - 48.1 -47.6 20 42.6 41.4 40.6 40.0 39.5 39.1 38.7 38.4 38.1 -57.0 -54.7 -53.1 -51.9 -50.9 -50.0 - 49.3 -48.7 138.1 22 43.4 42.3 41.5 40.8 40.3 39.9 39.5 39.2 38.9 -58.1 -55.8 -54.2 -53.0 -51.9 -51.1 -50.3 - 49.6 -49.0 24 44.2 43.1 42.2 41.6 41.1 40.6 40.2 39.9 39.6 -59.2 -56.9 -55.2 -53.9 -52.9 -52.0 -51.2 -50.6 -50.0 26 45.01 43.8 42.91 42.3 41.8 41.3 40.9 40.6 40.3 -60.2 -57.8 -56.2 -54.9 -53.8 -52.9 -52.1 -51.4 -50.8 28 45.7 44.5 43.6 43.0 42.4 42.0 41.6 41.2 40.9 -61.2 -58.8 -57.0 -55.7 -54.6 -53.7 -52.9 -52.2 -51.6 30 46.3 45.1 44.3 43.6 43.0 42.61 42.2 41.8 41.5 -62.1 -59.6 -57.9 -56.5 -55.4 -54.5 -53.7 -53.0 -52.4 32 47.0 45.7 44.9 44.2 43.6 43.2 42.7 42.4 42.1 - 62.9 -60.4 -58.7 -57.3 -56.2 -55.3 -54.4 -53.7 -53.1 34 47.6 46.3 45.4 44.7 44.2 43.7 43.3 42.9 42.6 - 63.7 -61.2 -59.4 -58.0 -56.9 -56.0 -55.1 -54.4 -53.8 8.2 46.9 46.0 45.3 44.7 44.2 43.8 43.4 43.1 - 64.5 -61.9 -60.1 -58.7 -57.6 -56.6 -55.8 -55.1 -54.4 L 48.7 47.4 46.5 45.8 45.2 44.7 44.3 43.9 43.6 - 65.2 - 62.7 -60.8 -59.4 -58.3 -57.3 -56.4 -55.7 -55.0 40` 49.2 47.9 47.0 46.3 45.7 1 45.2 44.8 44.4 44.1 - 65.9 - 63.3 -61.5 -60.1 58.9 -57.9 -57.1 -56.3 -55.6 44 50.2 48.9 48.0 47.2 46.6 46.1 45.7 45.3 45.0 - 67.3 -64.6 -62.7 - 61.3 -60.1 -59.1 -58.2 -57.4 -56.8 48 51.2 49.8 48.9 48.1 47.5 47.0 46.6 461 45.8 - 68.5 - 65.8 - 63.9 -62.4 -61.2 -60.2 -59.3 -58.5 -57.8 52 52.0 50.7 49.7 48.9 48.3 47.8 47.3 46.9 46.6 - 69.7 -66.9 -65.0 - 63.5 - 62.2 - 61.2 -60.3 -59.5 -58.8 56 52.9 51.5 50.5 49.7 49.1 48.5 48.1 47.7 47.3 -70.8 -68.0 - 66.0 - 64.5 - 63.2 - 62.2 - 61.2 -60.4 -59.7 60 53.6 512 51.2 50.4 49.8 49.3 48.8 48.4 48.0 -71.8 - 69.0 - 67.0 - 65.4 - 64.1 -63.1 -62.1 -61.3 -60.6 General Notes 1 These tables list allowable pressures (W.�, given as 0.6+WW, where Wd, is the wind pressure calculated in accordance with Chapters 26 and 30 of ASCE 7 -10 using the ultimate design wind speed (Volt) and the variables given herein, 2 These tables are not valid as a site - specific drawing 3 These tables apply to wells and vertical surfaces only. 4 Use of these tables, and the values and coefficients listed herein is to be dictated and verified by the governing building department and permit holder. 5 These tables are intended solely to illustrate design wind pressures as listed No other warranty or certification is intended or applicable. 6 This document is the work and property of Emma T. Mellinger, P.E., and shall not be reproduced in whole or in part without her express written consent ULTIMATE WIND SPEED Imohl = 175 EXPOSURE CATEGORY = C Tables are valid for the tollowfna conditions on 1 Wed Speed, (V°m 3- second gust) - 175 mph 2 Risk Category: 11 (General Residential and Commercial Construction). 3 Exposure Category C 4 Topographic Factor (Kzt): 1.0 (Flat Terrain) 5 Directionality Factor (Kd): 0.85 6 For situations requiring Kr -1.0, multiply the values in these tables by 1.18. Verify Kd requirements with local building official and product approvals before use 7 Enclosed Building: Gopi - 0.18 Consult an Enalneer for any other conditions Instructions 1 Tables show the "worst case design pressures, with any unknown variable at its critical condition. 2 Tables are valid for any roof slope. For reductions for roof slopes less it= 10 degrees, consultEnginaer for site specific analysis 3 Calculate the average roof height. If average crmnot be clan ermined, use the peak roof height Round up the roof height to the next highest table value. 4 Calculate the tributary area (length x height) of the opening in question. Round the tributary area down to the next smallest table value If the tributary area is unknown, use the most critical value (10 square feet). 5 Area between structural mullions shall be used as tributary area 6 Determine the Zone (Interior 4, or Exterior 5) of the opening. An opening with any portion closer than distance "a" to a building comer shall be considered in an Exterior Zone (5), otherwise if all of the opening falls more then distance "a" from a building comer, the opening shall be considered in an Interior Zone (4). 7 Distance "a," as refered to above, shall be calculated as the smaller of 10% of the minimum building width or 40% of the height, but not less than 3 fear. 8 Read the worst case positive and negative design pressures for use as required by governing building department. Er Digitally signed by F(, T. Mellinger, P.E. FL Date: 2013.05.21 15 - 04'00' Date: Mary 21, 2013 Not Valld without Signature and Raised Embossed Seal Florida Building Code Online MtpsJ /wwwAoridabuilding.orglpr/pr app #d.aspx?param= wGEVX... FL FU0537 -R1 Application Type Revision Code Version 2010 Application Status Approved Comments Archived i Product Manufacturer Thera Tru Corporation Address4PhorA(Email 118 Industrial Drive Edgerton, OH 43517 (419) 298 -1740 rictcw�rwbtdgoorltants.com Authorized Signature Rldc Wright tidaN@rwbidgwnsultants.com Teduficai Representative Address/Phone(Email Quality Assurance Representative Address/PhoneMnaii Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) 1 of 3 Lyndon F. Schmidt, P.E. PE -43409 National Accreditation and Management Institute 12131/2015 Ryan 3. Icing, P.E. I Validation Cheddist - Hardoopy Received FL10537_Rl_ COI _Certificate of Independence.pdf Standard ASTM D1929 ASTM D2843 ASTM D635 ASTM E1300 ASTM E84 ASTM G26 TAS 201, 202, 203 Year 1996 1999 2003 1998 2000 1995 1994 10/15/2013 6:54 PM Florida Building Code Online MAI Equivalence of Product Standards Certifled By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved https : / /www.floridabuilding.org/pr /pr app_dti.aspx ?param--wGE"... Florida Licensed Professional Engineer or Architect FL10537 R1 Equiv of STANDARDS.odf Method 1 Option D 02/28/2012 02/2912012 03/07/2012 04/03/2012 10/15/2013 6 :54 PM FL # Model, Number or Name Description 10537.1 a. "F1berC lassle, "SmoothStar", 68 "Impact" Opaque Fiberglass Single Door - (X) Inswl or "ClassicCrafe or "ClassicCratt Rustle" Outswing Configuratlon Limits of Use Installation Instructions Approved for use In HVKb Yes FL10537 RI II Inst 10537.1.pdf Approved fur use outside HVIfZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: : Yes Created by Independent Third Party: Yes Design pressure: N/A Evaluation Reports Other: See INST 10537.1 for Design Pressure Ratings by FL10537 R1 AE EVAL IM7.1.pdf spedflc Model and for any other additional use limitations Created by Independent Third Party: Yes Ilation Instructions. 6'8 "Impact" Opaque Fiberglass Singe with Stdeiite - 10537.2 b. "Fibs , "SmoothStar", "ClassicCraft" or "C lassfcCraft (OX or XO) Inswing or Outswing CoM9guration Rustic' umlts of use Instaliathm Instructions Approved fbr use in HVHZ: Yes FL10537_Ri_II_Inst 10537.2.pdf Approved fur use outside HVHZ- Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: WA Evaluation Reports OtMv. See MST 10537.2 for Design Pressure Ratings by FL10537 Rl AE EVAL 10537.2.pdf specific Model and for any other additional use limitations Created by independent Third Party: Yes and Installation instructions. (Note - ASTM E1300 -98 utilized for areas Inside the HVHZ) 10537.3 c. "Fiberaassie, "SmoothStar", 6'8 "Impact" Opaque Fiberglass Single Door with Sidelites - laassicCmW or "C lassicCraft (OXO) Inswing or Outswing Configuration Rustic' Urnits of use Installation instructions Approved for use In HVHZ: Yes FL10537 R1 II Irnst 10537.3.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design pressure N/A Evaluation Reports Other: See INST 10537.3 for Design Pressure Ratings by FL10537 R1 AE EVAL 10537.3.pdf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (Note - ASTM E1300 -98 utilbmd for areas inside the HVHZ) 10537.4 d. "FiberClassie", "Smoot!L%ar", 618 " Impact" Opaque Fiberglass Double Door - (XX) Inswing "C lassicCraft" or "ClasskCraft or Outswing Configuration Rustic' Llmlis of use Installation instructions Approved for use In HVHZ-. Yes FL10537 R1 II Ind 10537.4.pdf Approved fur use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Reslstimb Yes Created by Independent Third Party: Yes Design pressure: N/A Evaluation Reports Other, See INST 10537.4 for Design Pressure Ratings by FL10537 RI AE EVAL 10537.4.pdf spedfic Model and for any other additional use limitations Created by Independent Third Party: Yes and Installation instructions. 10/15/2013 6 :54 PM Florida. Building Cale Online httpsJ hNww.floridabuilding.org/pr /pr app dtl.aspx ?param= wGEVX... 10537.5 e. "FiberClassie", "SmoothStar°, 618 "Impact" Opaque Fiberglass Double Door with Sidelites "ClassicCraft" or "ClassicCraft -(OXXO) Inswing or OuWMng Configuration Rustle Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL10537 R1 II Inst 10537.5.odf Approved for use outmode HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Intl: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 10537.5 for Design Pressure Ratings by FL10537 RI AE EVAL 10537.5.odf spedfic Model and for any other additional use limitations Created by Independent Third Party: Yes and installation Instructions. (Note - ASTM E13W -98 utilized for areas inside the HVHZ) 0 The State of Florida Is an AA/EEO employer. CoowlaM 2007 -2013 Side o Under Florida law, ervnai addamses are public recotf. Wyou do not want your e-riai address released In responm to a pure - records rte, do not send electronic mid to tiro eaKy. Instead, contact the oboe by phone or M traditional aaL Y you have any questions, please contact 850 .487.1395. *Pltstod to Section 455. 275(1), Florida Statutes, effective October 1, 2012, kensm lid urper Chapter 455, Fs. muat povide the Departnvatt with an er ar aka 9they have ore. The smart provided may be used for a idol ammmuNcatimf wbh tike licenses. However emai addresses are pubic record. if you do not wish to supply a personal address, please provide the Department with an errai address wbkh can be made available to the pubbr- To determbe Ir you are a icarisee under Chapter 455, F.S., please cbdr bgm. CredtAd 3 of 3 10/15/2013 6:54 PM ,) R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building industry iC P.O. Box 230 Valrico, PL 33595 Phone R 13.659.9197 Florida Board or Professional Engineers Certificate of Aulhori?alion No. 9813 Product Category Sub Category Manufacturer Product Name Swinging Thermo -Tru Corporation Smooth Star, Fiber Classic, Classic Craft Exterior Doors Exterior Door 118 Industrial Drive and Classic Craft Rustic Fiberglass Door Assemblies Edgerton, OH 43517 Inswing /Outswing Phone (419)298 -1740 "Impact' Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma -Tru Corporation based on Rule Chapter No. 9N -3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation, RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest In the company manufacturing or distributing the product or in any other entity Involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and Is In compliance with the 2010 Florida Building Code (FBC) structural requirements Including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product icomplies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind bome debris protection this product complies with Section 1609.1.2 of the 2010 FBC and does not require an impact resistant covering. This products meets missile level "D" and includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.4 of the FBC. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL- 10537.1 require further engineering analysis by a licensed engineer or registered architect 7. Outswing configurations using (threshold item #4 meet water infiltration requirements for "HVHZ ". S. Inswing and outswing configurations using threshold item #5 do not meet the water Infiltration requirements for the "HVHZ" and shall be installed only in non - habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill Is less than 45 degrees. 9. See drawing FL- 10537.1 for size and design pressure limitations. ,Supporting Documents: 1. Test Report No. TEL 01460336 -A,B,C STTS00001 15427 - 107362 ATI 67508.01 - 106 -18 TEL 06- 1031 -1 2. Drawing No. No. FL 10537.1 Test Standard ASTM D635 -03, ASTM D1929 -96 ASTM D2843 -99 ASTM G26 -95 ASTM E84 -00a ASTM D1929- 96(2000)e01 TAS 201 -94, TAS 201 -94. TAS 203-94 Prepared by RW Building Consultants, Inc. (CA #9813) Testing Laboratory Signed by Testing Evaluation Lab.,Inc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Lon Hicks, VP Operations Omega Point Laboratories William E. Fitch, P.E. Architectural Testing, Inc. Joseph A. Reed, P.E. Testing Evaluation Lab.,lnc. Wendell W, Haney, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. 3. Calculatlons Prepared by Signed & Sealed. Anchoring RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. 4. Quality Assurance r Certificate of Participation Issued by National Accreditation and Management institute , certifying that Therma-Tru Corporation is manufacturing products within a quality assurance program that complies with ISO /IEC 17020 and e4 vil-I Guide 53, Lyndon F. Schmidt, P.E. FL PE No. 43409 2/28/2012 PF 1454 Sheet 1 of 1 1HERMALTRIJ THERMA TRU DOORS 1113 INDUSTR /AL DR., ZommrDN, OW 43517 SMOOTH STAR, FIBER CLASSIC CLASSIC CRAFT & CLASSIC CRAFT RUSTIC FIBERGLASS DOOR INSWING / OU1St"NG "IMPACT V/JO IRM VVCIGIW MAW VAW UM MAX PAID. WOW WOM STAR RUWM 37.76° x 82.x" +75.0 OUfSWM 37.7V x 80.78" +80.0 CLAM CRAFT Pawm 37.78° x 82.28" +100.0 OWSWM 37.7x' x 80.70 +100.0 CLASSIC CPA" RUSTIC WWMG 37.78" x 82.28° +90,0 OUTMM 37.7V x 80.78' +90.0 Fma CLASSIC W WM 37.78° x 82.2a' +76.0 OWSW O 37.78" x 80.7r +$0.0 -75.0 40.0 -100.0 -100.0 -90.0 •75.0 .80.0 "4 WAA f rt F1- 10887.1 g� JD im O OiZ ow V 7 4 X tz - .0 . f.0 K C1d SS .... V .Tl l "t eVi97.41�1 V X19 me r v-V WJ90 oil" 0000000 00000000 Z gb3av N3d0Moz 000 0 °000°0 0 0000 00000 0000000 00000000 0600000 • -• 00000000 0000000 1_ 00000000 00000000 0000000 00000000 1 Lt �+•1 «9l'l 00000000 0000000 - .0 . f.0 K C1d SS .... V .Tl l "t eVi97.41�1 V X19 me r v-V WJ90 oil" L- DETAIL. 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M-, gi 1j d9 66 mffi Y4: N j t _ 4nm 8 a Ft- 10537.1 g ,I Florida Building Code Online Hot Topics Submit Surcharge gg �9ula;a�ei'y.J Product Approval Menu > Pm dud or Aoolicatlon Search > Aooliratlon List > Ap acat'on DetaD FL # Q2010 57 -R3 Application Type on Code Version Application Status ved Comments Archived Product Manufacturer Town and Country. Industries, Address /Phone / Emall 400 West McNab Road Ft. Lauderdale, FL 33309 (954) 493 -8551 tomj @tc- alum corn Authorized Signature Frank Bennardo frank @engexp.com Technical Representative Thomas B. Johnston Address /Phone /Email 400 west McNab Rd. Ft. Lauderdale, FL 33309 (954) 970 -9999 tomj @tc - alumcom Quality Assurance Representative Address /Phone /Email Category Shutters Subcategory ACCOrdion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Frank L Bennardo, P.E. Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code PE- 0046549 National Accreditation & Management Institute, 12/31/2013 ORLANDO L. BLANCO, P.E. Validation Checklist - Hardcopy Received FL13757 R3 COI Cert IndeD.Ddf FL13757 R3 COI Cert IndeD2.odf FL13757 R3 COI indeD3.12df Standard Year ASTM E1886 2005 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Florida Licensed Professional Engineer or Architect FL13757 R3 Eouiy Fguiv Std.odf FL13757 R3 Eauiv Equiv Std2.Ddf wuwvfloridabuiiding .org/pr /pr_app U. aspWWanr--wGEVXQ mtDq%gk7yHMuoVamRcEiVwSME9fEgd9NcoEQvpoieOS135CA %3d %3d 1/2 10/1611,3 Florida Building Code Online PEN e 4 q t Product Approval Method Method i Option D Date Submitted 04 /26/2013 Date Validated 05/31/2013 Date Pending FBC Approval 06/24/2013 Date Approved 08/23/2013 13757.1 16.8 Accordion Shutter I Large Missile Impact Resistant Accordion Shutter System Umits of Use Installation Instructions Approved for use In HVHZ: Yes FL13757 R3 II Dwa 13757.1.Ddf Approved for use outside HVHZ: Yes Verified By: Frank L. Bennardo, P.E. PE0046549 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installation drawings for allowable span /pressure FL13757 R3 AE Eval Rnt2.Ddf combinations and additional lirriltatlons of use. Created by Independent Third Party: Yes 13757.3 E.A. Essential Facilities Accordion Aluminum accordion shutter approved up to missile level "E" for use with essential facilities and wind zone 4 applications. Umits of Use Installation Instructions Approved for use in HVHZ: No FL13757 R3 H dwo 13757.3.pdf Approved for use outside HVHZ: Yes Verified By: Frank L. Bennardo PE- 0046549 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +110/ -128 Evaluation Reports Other. See product drawing for additional information, FL13757 R3 AE Eval rot 13757.3.pdf anchorage, etc. Created by Independent Third Party: Yes Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850- 487 -1824 The State of Florida Is an AA/EEO employer. Copyright 2007 -2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The smalls provided may be used for official communication Wth 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: MWERIM wHwfloridabuilding.org /pr /pr app M .asp�CWarr�wGEVXQwtDgvgk7}kiMuo cEiVwSME9fEgd9NcoEQvpoieOS135CA° /gad ° /p3d ?J2 « #zw »4» ?000»x ¥4 ;x Ordk* Shuftee, a ®.: <w ::»w ;<- xa» »<a®w u *¥■ 0etk cak a �a aR aww ay ma c _ % sHx ' w indl=W in thoWn s a' the ROd ., ^, a ►w a�a � -� � ea a - a ; y a'.�.. c a s x '. � �z. :� � TABLE ALLOWABLE F3R USE IA 1 SPAN SCHEDULE WITHIN THE HVHZ DEMON WIND LOAD (PSF) HVHZ POSITIVE WIND LOAD WITH U ®� HVHZ POSITIVE WIND LOAD WITH CENrTES ORQ & ® OR © &® HVHZ NEGATIVE WIND LOAD CODIDU MOUNTING 23.9 188 188' 168° 28.0 184° 168 188" $0.0 14r 168 108° 36.0 14r 180° 168 40.0 13r 148 188 48.0 133" 141* 188' SD.0 12r 13r 188 68.0 128' 134° 188 60.0 124• 131° 14W 8&0 121° 128 143' 763-r- 11a 128 13r 120° $01 124° 133' 80.0 118 12V 128 86.0 118 120" 128 00.0 11r 110" 121' 96.0 11r 11r 118 100.0 1o' 118 118 106.0 107• Nr 11r 110.0 108 11a 110" 118.0 108 10r 107' 120.0 1 104° 108 106" 126.0 22• 118 103° 130.0 110 3.1" 101, 136.0 &° &a or 140.0 &a 28° 98 148.0 &8 120 or 160.0 1.8 84" 89" 188.0 106° 3.1" 8r 180.0 3.1° 1.21 Br 186.0 1.8 or 1 81° 170.0 108 1 3.1• 78 178.0 78° 180.0 74' 186.0 72' 190.0 7a 196.0 or 200.0 S8 6.8 ACCORDION SHUTTER FOR USE WITHIN AND OUTSIDE THE HVHZ TABLE 2 PMNIMUM SEPARATION FROM GLASS FOR USE WITHIN THE HVHZ POSffAtE DESIGN PRESSURE (PSF) SHUTTER SPAN MINIMUM SEPARATION FROM GLASS INSTALLATIONS INSTALLATIONS %WAUOVE >W ABOVE OWE GRADE VI.) (K) 20.3 18a &r So 90 er 3.01 1.1" 12a 3.1" 1.r 12a 3.01 1.3' 166^ I sr 3.$" ' 40 Br 1 3.8 1.1" 9r 3.0" 1.8° 108" 3.0' I.8" 120" 3.0" 22' 13r 17' 2b° 148° &r 34' 80 Ba &a 1.1° or &a t7" 108• 3.0" 20' 120° $01 2b" 137' 6.7" 3.8" SD or &r i r 90, 3.01 1.0" 106° 3.0` 2.r 131° 6.r 3.8' 148° Ba S' 12• Ba 3.r 1.8• 98° 3.a 2a 9a 3.1" 3.8 12V or &r 1r e4 &a 1.71 Ba &a 22• 118 3.r 3.8 110 3.1" 22' 1.8' &° &a 18" 8r &a 28° 110' 3.8 &8 120 80' 3.a 1.8 84" &a 1.9" 106° 3.1" 3.11 TABLE 1 AND 2 NOTES: 1. HVHZ: DEFINED AS MIAMI -DADS COUNTY AND BROWARD COUNTY FLORIDA. 2. DESIGN PRESSURES SHOWN IN °ACCORDION SHUTTER SPAN SCHEDULE" ABOVE ARE MAXIMUM ALLOWABLE DESIGN PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. 3. THE 6.8 SYSTEM MAY BE MOUNTED WAH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING REVERSED. FOR EXAMPLE: IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM WITH THE BACK OF THE SLAT FACING OUTWARD. FOR THIS CONDTRON POSITIVE ALLOWABLE DESIGN PRESSURES AS NOTED IN TABLE 1 ARE IN THE DIREMON TOWARDS THE HOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGN PRESSURES ARE AWAY FROM THE HOST STRUCTURE. 4. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED. FOR SPANS BETWEEN THOSE INDICATED ABOVE, THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL BE USED. HURRICANE PROTECTION TABLE 4 ALLOWABLE SPAN SCHEDULE ASTM D ZONE 4 & ESSENTUU FACILITIES ONLY POSITIVE DESIGN PRESSURE (PSF) SHUTTER WAN MIMMUM SEPARATION FROMGLASS INSTALLATIONS INSTALLATIONS $WASOVE >30'ABOVE GRADE GRADE (N.) (IN.) 90 80" 3.1° 1.1" or 3.1" 1.4" 12a 3.1" 1.r 168° 6.8 3.8 40 Ba 3.1" 1.1" 9r 3.1' 1.8" 108 3.1" 1.8 120' 3.1" 22" 13r 6.8 2.7" 168 6.8° 42' 80 w 3.1° 1.1* 80" 3.1° 1.71 108' 3.1° 2r 120' 3.1' 2.8 13r 8.8 3.1' 168" 6.8 62' 80 or 3.1" 1.1" 99" 3.11 1.8 108° 3.1" 21° 12a 3.1" 2r 148° Sr B.a 70 Ba 3.1" tA° 84° 3.1' 1.8 9a 3.1" 1.9' 12V 3.1" 3.r 137" 6.8° 4.r 00 Ba 3.11 1.r 84' 3.1" 1.8° 98 3.1" 22' 120° 3.7' 30 121' 8.8 3.r 110 SO" 3.1" I.r &1' 3.11 1.8 w 3.1' 28 11a 33• &8 120 80' 3.1° 1.21 84° 3.1" 1.8 or 1 &1" 28° 108 1 3.1• 3.0" TABLE 3 AND 4 NOTES: 1. NON -HVHZ: DEFINED AS ALL LOCATIONS OTHER THAN MIAMI -DADE COUNTY AND BROWARD COUNTY FLORIDA. 2. DESIGN PRESSURES SHOWN IN °ACCORDION SHUTTER SPAN SCHEDULE" ABOVE ARE MAXIMUM ALLOWABLE DESIGN PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND ZONES 1 THROUGH 3 OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL FACILITIES, 4. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING REVERSED. FOR EXAMPLE: IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM WITH THE BACK OF THE SLAT FACING OUTWARD. 5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED. FOR SPANS BETWEEN THOSE INDICATED ABOVE, THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL BE USED. m a 111%0: 19 =M W � "9 �tiIn J aI ° 01£ �S m 0 m Ti fl :aPmP;HrPeaie l9DOrA>m0 PE 11 -TCM -0005 Lei FJ, GENERAL NOTES: 1. THIS SYSTE 2. 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS ZUII;ZU ZUS Alvu AS i m erne» cayyo es T 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM T STED PRESSURES D DED Y A 1.5 5. SAFETY FACTOR. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS. WIND M LOAD DURATION FACTOR Cd = 1.6 WAS USED FOR WOOD ANCHOR DESIGN. Z w 6. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE ¢ j DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR d r-n WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7, A DIRECTIONALITY FACTOR OF Kd =0.85 vi < 7. SHALL BE USED. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC w o $. USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61GIS -23 OF THE FLORIDA ADMINISTRATIVE CODE. THIS CERTIFICATION IS VALID FOR USE IN CONJUNCTION WITH THE MOST 2 9. CURRENT REVISION OF FLORIDA PRODUCT APPROVAL *FL13757. THESE APPROVAL DOCUMENTS ARE SUTTABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE rn w CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM 10. THE STRUCTURAL SUBSTRATES DETAILED HEREIN. WHEN THE SIT�EECpONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING F w 0EAFLEED BY A LICENSED ENQNEER OREREGIS fERCEUD ARCHITECT WHAICH ETAILDAND 7UUS TIFFY THE DEVIATION . AS A CONDITION TO THE BUILDING OFFICIAL GRAWTING HIS /HER APPROVAL 11. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TOWN & COUNTRY INDUSTRIES FORT LAUDERDALE FL MISSILE LEVEL D - ASTM E1886, E1996 & E330 TAS 201, 202 & 203 FLORIDA BUILDING CODE APPROVED 12. ALL EXTRUSIONS SHOWN SHALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N., WITH A MINIMUM Fy OF 25 K.S.I. 13. IMAINIMOUM TEENNSDILEE SSTRENGIHH OF 60I K SII. INSTALLATION) SHALL E 1/4-0 OR 3//16°10 5052 ALUM. ALLOY. 14. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW, PUSH LOCK OR BOX LOCK AT CENTER OR SIDE CLOSURE. 15. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 16. FLOOR TRACKS MAY BE REMOVABLE AT NON -STACKING LOCATIONS. USE REMOVABLE ANCHORS. 17. MOUNTING EXTRUSIONS MAY BE BOUT TO FORM A CURVE WITH A MIN. RADIUS OF 10'. 18. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. 19. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE ABOVE -NOTED BUILDING CODE 20. THE 6.8 SYSTEM MAYBE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING BACK OFFTTHE SL4eT�FrA�CING IT IS FOR THIS CONIDIITTION POSITIVE ALLOWABLE BESSIIGGN�H THE DRFRRI IRFS AS NOTED IN TABLE 1 ARE IN THE DIRECTION TOWARDS THE HOST STRUCTURE AND VARIES - NO LIMIT ► SECTION LOCKING MECHANISM S, EE I r L TOP TRACK PLAN VIEW BOTTOM TRACK n nt V$p �U3�GxR z 46 atu m W $ eDw •• 7g4$ i ll —TCM -0005 ! :tee of �AOH D48CHIPTIONe 100 ". 96" WALL SCALE: HALF SI .068" 2.782" i 1.825" .095" 971" P. L 5.745" MAX. �„ L 3.610" ' �.030R 150R O BUILD OUT WALL SCALE: HALF SIZE O HEAVY 2 -LEG WALL LITE 2 -1 EG WALL O SCALE: HALF SIZE O HEAVY HEADER /SILL O LITE HEADER /SILL SCALE: HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE WHERE SHOWN SCREW BOSSES & FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS 2.655" 1-1 2J00" 1.825" 2.195" .600 N N -7. In in 10 .400" R 90e .- D 105 TY 105" 1.230" TYP. 621' •875" 3.635" 2.300" .250" 4.510" �7 SILL Og SILL ADAPTER SCALE: HALF SIZE SCALE: PIALF S1ZE 4603" 30.225° ,314" .43" 325 06 �.030R 150R D 2" 1.105' TYP 'i m 1.625" 13 TYP. 6.8 SLAT /BLADE 17 6.8 STARTER SCALE: HALF SIZE SCALE: HALF SIZE 4.510" 4.102" -� . 227 "I .054" 15 6.8 STACK /CONECTOR SLAT /BLADE SCALE: HALF SIZE I .510' b21' I1, ni I°n 105' ni 1.069' a• 1985' � 2.195' �g EXTENDED SILL SCALE- HALF SIZE .133• 4 CEILING HEADER /SILL SCALE: HALF SIZE 10 EXTENDED SILL ADAPTOR SCALE: HALF SIZE 2.655' 2.365' .510' .460' ,085• IIII L� � � •#.050 ^� .895° �� I in ^ o m .781' 2.195' !0 4,510• MID SILL 12 MID SILL ADAPTOR SCALE: HALF SIZE SCALE: HALF SIZE 0.080' .682' .630' Ill. 096' 2.822• 0.115' 0 16 RADIUS CEILING HEADER /SILL m 0.096 SCALE: HALF SIZE N .180' 0.060' a .420' WALL SILL CUP SCAI.F: HALF SIZE 4 nl a; 71 fn dY.060' �g WALL SILL SCALE: HALF SIZE " p�`ae �t7 o lu 0n a ILI ZAl�gg�' ^���t0 11 -TCM -00051 1.105' TYP 'i m I I M a 4.510' 10 EXTENDED SILL ADAPTOR SCALE: HALF SIZE 2.655' 2.365' .510' .460' ,085• IIII L� � � •#.050 ^� .895° �� I in ^ o m .781' 2.195' !0 4,510• MID SILL 12 MID SILL ADAPTOR SCALE: HALF SIZE SCALE: HALF SIZE 0.080' .682' .630' Ill. 096' 2.822• 0.115' 0 16 RADIUS CEILING HEADER /SILL m 0.096 SCALE: HALF SIZE N .180' 0.060' a .420' WALL SILL CUP SCAI.F: HALF SIZE 4 nl a; 71 fn dY.060' �g WALL SILL SCALE: HALF SIZE " p�`ae �t7 o lu 0n a ILI ZAl�gg�' ^���t0 11 -TCM -00051 .x.125' a °o a L S' NAX. L 1g ANGLE SCALE: HALF SIZE NYLON WASHER PIRACOR ALUMINUM K (NYLON BUSHING OPTIONAL) 14 x 2 -3/4" 410 HT S.S. CREW W/ C ULTRACOTE COATING IT TOP & BOTTOM) WASHER: 7/16 "0 x 1/2" Cal INTE RIOR JOINT TOP 7/16-0 x 1" P INTERIOR JOINT BOTTOM EITHER CAN BE USED ON EXTERIOR 24 BUSHING ASSEMBLY DETAIL SCALE: HALF SIZE VI:758* l.uo' 443' 1.084' 443 o th 1.068' 3.443' . 375 2.018, #10 -24 THUMB cu SCREW Z N M VI .062' it Q 2p RECESS SILL FOR USE WITH SCALE: HALF SIZE @ AND ® ONLY 21 SLIDE ROD SCALE: HALF SIZE ,x.250' .357' 276' .062' u rm� l .137' 26 BOX CENTER INSERT SCALE. HALF SIZE 1.978' .236' C71 c � N STAINLESS STEEL ASSEMBLY o .3202 HOLE pp N .DSO" NYLON WHEEL 1.100" .240" TYP. AT EVERY OTHER INSIDE JOINT AT TOP. CYLNOER -SOLID BRASS, NICKEL PLATED 22 ROLLER ASSEMBLY HOUSING -ZINC DICAS7,POWDER COATED SCALE, HALF SIZE NOTE MAY RE KEY OPERATED OUTSIDE OR THtW 27 RAINGUARD SCALE: HALF SIZE TURN OPERATED INSIDE. 23 BRASS PUSH LOCK SCALE: HALF SIZE 4.000' .500' n � M 2 .224' 2.000' 2g DECORATIVE FLOOR TRACK SCALE: HALF SIZE �1 2g 2003 6.8 CENTER MATE 3p UNIMATE LOCK 31 MALE BOX CENTER S2 FEMALE BOX CENTER 33 OUTSIDE CENTER MATE 34 INSIDE CENTER MATE SCALE: HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE .062' 7/16 "0 STAINLESS- STEEL NUT ; NOTE: ATTACHKNT SCREWS FOR 5.500' x 13/16' WIDE ".400' }.: END STROPS SHALL BE 910 TORX HEAO STYLE VARIES x OR PHUIPS DRIVE SCREWS, A 30 O THUMB SCREW HAND-TIGHTENED ONLY. SCALE, FULL SIZE -��� /����18�t� P . I 2 5/16"0 INTERNA� M N D�85T�NNLESS .a THREAD aP W 11 ., TYP. 37 T —SCREW INSERT �, 4.500' ,�— k.689• POWDER COATED, ZINC DIE -CAST pg . 1.050' SCALE: FULL SIZE N muRli — SECTION A 36 T —LOCK ADAPTER � o .254 40 40b 40c 35 SOX LOCK. S (OPTIONAL) SIZE 7000 f u �7 END STRIP 1" 2X7 ANGLE _ 2" & 3" EXT 39 SCALE: HALF SIZE SCALE: HALF SIZE oP JsF •125' SCALE: HALF SIZE z��a a V�a ym w� 3ILI N bw.. a S� m g� it -TCM -0005 n 2 USE (1) BRASS PUSH LOCK OR (1) 5/16 -18 THUMB SCREW) O THREADED INSERT AT 1/3 SPAN TO 2/3 AN FROM BOTTOM OF SHUTTER CC1 AL OF DIST. EXISTING GLASS SILL, (INTERIOR) FASTENER @ 18" O.C. EXISTING (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). EMBED. 17!° 1 (INTERIOR) OR LOADS UM. ANGLE 1" x 1" MIN. THAN SHOWN IN END STRN SCHEDULE. END STRIPS REQUIRE A O 2x 5" MAX. (ANGLE LEG EDGE 30 DIST. 8 SCREW OR 1/4-M BOLT TO END STRIP. 13 13 6.80" (TYP.7 1 29 ANCHOR SHOWN IN ANCHOR (EXTERIOR) 13 TYPICAL PLAN VIEW SCALE: 3" - 1' -0" USE (1) BRASS PUSH LOCK OR (1) 5/16 -18 THUMB SCREW) O THREADED INSERT AT 1/3 SPAN TO 2/3 AN FROM BOTTOM OF SHUTTER CC1 AL OF DIST. EXISTING GLASS SILL, (INTERIOR) Y -V @ 9a 9 1 "-- 1/4 -20 THUMBSCREW (EXTERIOR) INTO CENTERMATES 1/3 TO 2/3 SHUTTER SPAN MULTIPLE SHUTTER ASSEMBLY SCALE, 3" = 1' -0" Ell I W A wjq =LL -U A z4X�„ jQUtn W aW O- W Ay�w to lu w Y: .ok I OF BLADE, TYPICAL. FOR LOCKING SHOWN ON RANDOM SHUTTERS, A BRASS PUSH LOCK © DETAILS MAY BE SUBSTITUTED .� SEE END STRIP SOIEOULE w' a FOR NAX. SPAN WHEN USING 40E, 40b OR 4k F L &+ 2. M USE APPROPRIATE STARTER STRIP TO � PROMDE CLOSURE FOR 4 BUILDING CONDITIONS. 3 0 FASTEN STARTERq STRIP TO TRACK W/ G7 2/1110x1" SCREWS AT CORNER ALTERNATE END STRIP DETAIL (HAND- TIGHTEN ONLY) SCALE: 3" - 1' -0" ANY TRACK y'r W /SCREW BOSSES. TYPICAL INSIDE CORNER CLOSURE CC2 DETAILS WO /CORNER POST P END STRIP SCHEDULE I1 73 -M . 0.093" THICK 6063 -T6 1 FOR GREATER SPANS OR LOADS UM. ANGLE 1" x 1" MIN. THAN SHOWN IN END STRN SCHEDULE. END STRIPS REQUIRE A O 2x 5" MAX. (ANGLE LEG CU 1'X1'.090' P ANGLE HID SPAN 30 AY BE REVERSED) Via SCREW OR 1/4-M BOLT TO END STRIP. ASTENER Cd 18" O.C. (USE ANY ANCHOR SHOWN IN ANCHOR 13 SCHEDULE. 1" MIN EDGE DISTANCE). 12 x 1/2" GALVANIZED BOTTOM OR S.S. SMS, 3/16 "0 ALUM. 1/4 -20x1 THUMBSCREW INTO POP RIVET, OR 1/4 -20 THREADED HOLE. LOCATED @ MACHINE BOLT & NUT 1/3 SPAN TO 2/3 SPAN FROM @ 18" O.C. BOTTOM OF SHUTTER FOR BLADES 5 8' -3 ". USE TWO THUMBSCREWS ON BLADES > 8' -3", ONE Co) 113 SPAN LOCKING DETAILS FOR AND ONE AT 2/3 SPAN FROM BOTTOM CENTER MATES Y -V @ 9a 9 1 "-- 1/4 -20 THUMBSCREW (EXTERIOR) INTO CENTERMATES 1/3 TO 2/3 SHUTTER SPAN MULTIPLE SHUTTER ASSEMBLY SCALE, 3" = 1' -0" Ell I W A wjq =LL -U A z4X�„ jQUtn W aW O- W Ay�w to lu w Y: .ok I OF BLADE, TYPICAL. FOR LOCKING SHOWN ON RANDOM SHUTTERS, A BRASS PUSH LOCK © DETAILS MAY BE SUBSTITUTED .� SEE END STRIP SOIEOULE w' a FOR NAX. SPAN WHEN USING 40E, 40b OR 4k F L &+ 2. M USE APPROPRIATE STARTER STRIP TO � PROMDE CLOSURE FOR 4 BUILDING CONDITIONS. 3 0 FASTEN STARTERq STRIP TO TRACK W/ G7 2/1110x1" SCREWS AT CORNER ALTERNATE END STRIP DETAIL (HAND- TIGHTEN ONLY) SCALE: 3" - 1' -0" ANY TRACK y'r W /SCREW BOSSES. TYPICAL INSIDE CORNER CLOSURE CC2 DETAILS WO /CORNER POST P END STRIP SCHEDULE EXISTING GLASS � I1 73 1 114" 1 FOR GREATER SPANS OR LOADS .. - THAN SHOWN IN END STRN SCHEDULE. END STRIPS REQUIRE A CU 1'X1'.090' P ANGLE HID SPAN 30 USING ANY ANOHOR ON THE ANCHOR SCHEDULE R #14x3/4' TEK SCREW OR 1/4-M BOLT TO END STRIP. EXISTING GLASS � v v USE (1) BOX LOCK AT 1/3 SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER MULTIPLE SHUTTER ASSEMBLY SCALE: 3" = T -0" 111 -TCM -00051 IN ff S PUSII LOCK 18 THUMB THREADED AT 1/3 SPAN SHUTTER (INSIDE) SILL M6EI,OA 30 93 1t511TCIIlL'l v v USE (1) BOX LOCK AT 1/3 SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER MULTIPLE SHUTTER ASSEMBLY SCALE: 3" = T -0" 111 -TCM -00051 IN 2FASTENERS EACH ANGLE — 1" x 2" x 1/8" OR2 "x2"x1 /8" ALUM.ANGLE - THREE 3/16 "0 ALUM. POP RIVETS OR TABLE XPm) PRESSURE VS ALLOWABLE LENGTH PSF �N W No 8 62 130' 183 72 124' 179° 82 119° 172' 92 114" 165° 102 110" 160" 120 104" 147' 150 97' 131" 280 83 114" C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING STRUCTURE - --� / \\ REFEERENC POR MAX \` SPACING ALUM. TUBE 1/ T6 ALLOY A FOR SIZE. I wN '� R 6 1" I ALTERNATE THRU BOLT woR I� Cl CONNECTION TYPE FOR o ( REFERENCE ANCHOR SCHEDULE FOR MAX. 13 SPACING GLASS & FOR mz 17 I i I OR DOOR oR TABLE 2 3/16 "0 ALUM. POP I I If \\ SEPARATION 17 RIVET OR *12 SMS 1L.._ \ \ TO am \ (OR(6�1, w � OR MAY USE MALE OR FEMALE LOCK -SLAT) O I ALTERNATE THRU BOLT 1" 08 CONNECTION TYPE CI CONNECTION TYPE TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR CC3 NTS SCHEDULE FOR MAX. SCHEDULE FOR MAX. II 9 1 SPACING TABLE B Im) PRESSURE VS ALLOWABLE LOWTH P7 WIT 8/O N2TH 1810 62 113 166' 72 for Isr 82 101" 14r 92 95° 139' 102 9o' or uO 83 122' INSIDI 74' 109" 280 64' W 3/16 RIVET OR #12 SMS @ 18" O.C. OR 1/4 -2 17 NUT & BOLT (TYP.). 3/16"0 ALUM. POP ALUM. TUBE RIVET OR 4612 SMS 6063 -T6 ALLOY @ 18" O.C. (TYP.) SEE TABLE R FOR SIZE. 2 FASTENERS 2 " x 5" x 1/8" x CONTINUOUS ALUMINUM ANGLE EACH ANGLE 1" x 2" x.093" 6063 -T6 OPTIONAL ANGLE INSIDI THREE 3/16"& ALUM. ALUM. ANGLE. TYP. o POP RIVETS OR 14 THREE 012 SMS, TYP. o o 1 "x2 "x1/8" OR 2" x 2" x 1/8" 13 ALUM. ANGLE USE MALE OR FEMALE LOCK -SLAT) CC4 TYPICAL CORNER CLOSURE DETAILS NTS 1/4 -20 MACHINE 90f* W /NUT @ 12" O.C. C�++++���� 4# 14 SMS @ 6" O.C.>�y (IYP TOP &801T wo =m r y 0 r O =4a' ul , IL X Av)M Q T fr d zr N WASHER (TYP.) `19 11,14x3/4" SMS @ 9" O.C. ANGLE TO TUBE. CONNECTION EXISTING CONCRETE. 2" x 2" x.125" BLOCK OR WOOD FRAMING EMBED. 6063 -T6 ALUM. 1 UBE FASTENER @ 18" O.0 (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE).— -0"x2 "x .090"6063-T6 ALUM. TUBE TYP. r •sa 2 " x 5" x 1/8" x CONTINUOUS ALUMINUM ANGLE qti OPTIONAL ANGLE INSIDI ORIENTATION TYP. 012 x 1/2" GALVANIZED (OUTSIDE) OR S.S. SMS. 3/16 "0 ALUM. POP RIVET, OR 1/4 -20 SIDE CLOSURE OPTIONS MACHINE BOLT & NUT SCALE: 3" . T -0" @ 18" O.C. CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING Cb ALTERNATE BUILD OUT MOUNT SECTION SCALE: 3 ". 1'- 0" :prym; oy .y q ,6='� � 9 ' J O�N x I to N� 0 sa 11 -TCM -00051 c z u FOR ghL � Z 4 `ONNECTION TYPE ERENCE ANCHOR EXISTING EDULE FOR MAX. STRUCTURE REFERENCE ANCHOR FOR 1 2me 4 ° tL �• 01 CONNECTION TYPI GLASS PFmtl W o m GLASS EEC �Z.. ¢ � m REFERENCE ANCHOI OR DOOR L J(ML GN . u w m OR DOOR EACIUM3a 33 Q F N = O SCHEDULE FOR MA) FOR MR fiSd ZOne4 FAMM BUSHING WASHER (� INSIDE MOUNT SECTION EXISTING CONCRETE. SCALE: tr- Z Z N9 W EE TAKE 4 oar QW�Qa m �a w 0 SPACING - E t" w `-• EXISTING CONCRETE, BLOCK OR WOOD FRAMING 13 x w Q p _ ABLE 2 13 = IT• u w CONNECTION TYPE & FOR HVHZ v,, to .. `- FOR km 13 I^ 0 1/4 " -20 THRU BOLT W/ �� 2 XZOZ°° Q 2 p #12 x 1/2" SMS @ 12" O.C. "0 SEPARA71ON X w Q Q O N LOCK NUT @ 12" O.C. OR SEPARATION' X F- tw- m OR 3/16 ALUM. POP "0 10 GLASS .� 012 x 1/2" SMS @ 12" O.C. E.S. TO MASS IN DIAGRAM ON PG. 10) Z r t4 RIVETS LM 6" D.C. OR 1/4 w ' m OR 3/16 "0 ALUM. POP RIVETS @ 6" O.C. E.S. 1/2" 3 .4 GLA55 ` J ALUM. POP RIVETS @ 12" O.C. O7 2 AND � 0 0 rim O = Mo p - Q OR 1/4 "0 ALUM. POP RIVETS r OR DOOR 13 j 1/ MAX. FROM PIN @ 12" O.C. E.S. i w N 1 1/2" ASSEMBLY 1/4" MAX. FROM PIN 1/ " 1/2" TYP. GUIDE TO USHI G U9 AND �O y Z-- GUIDE TO BUSHING Q w ° WASHER (TYP.) mwr�m F w WASHER (TYP.) W TABLE 2 ti GLASS ASSEMBLY / 1/2" FOR 1/2" TYP. EXISTING CONCRETE, W 1/2" r N a y W 0 ,A POP RIVETS @6 "O.C. OR 1/4 "0 ALUM. POP SEPARATIQ4 TO CLASS CONNECTION TYPE OR DOOR - d F.zm GASS OR o 4 4 D OR y & FIN GLASS BLOCK OR WOOD FRAMING 13 y y O N J E GE REFERENCE ANCHOR / u u CONNECTION RE OR DOOR ----� DIS T. SCHEDULE FOR MAX. SPACING AS SHOWN w / a w 06 0 a E E REFERENCE SCHEDULE FOR MAX. CONNECTION TYPE IN DIAGRAM ON PG. 10) REFERENCE ANCHOR TOAi 1/4 -20 S S. MACHINE SCREW NUT @ DIS SPACING AS SHOWN C04N'1.1 •1YPE IN DIAGRAM ON PG. 10! Ti SEPARAY 70 SCHEDULE FOR MAX. tw7 SPACING. ALT. FASTENER w o S REFERENCE ANCHOR EXISTING CONCRETE, LOCATION. FRONT AND BACK ANCHORS NOT REQ'D / ITYP•) W/NUT $R' SCHEDULE FOR MAX. SPACING. ALT. FASTENER BLOCK DR WbO0 FRAMIN WITH THIS L OCATION Cl EXISTING CONCRETE, J )- BLOCK OR WOOD FRAMING EMB �Z.. PAOR DPSCRIPTI(M LOCATION. FRONT AND MA ®OM BACK ANCHORS NOT REQ'D B RI INSIDE MOUNT SECTION SI J(ML GN . ee ��'�l PIN GUIDE TO WITH THIS LOCATION 33 Q SCALE: 3 "e 1'- 0" SI f FOR MR fiSd ZOne4 w f , m 1 FwywDO BUSHING WASHER (� INSIDE MOUNT SECTION EXISTING CONCRETE. SCALE: y� � "uan• 1/4 -20 MACHINFgB4OD�F .' •i ITYP•) W/NUT $R' SCALE :3"- 1'- 0" oS #14 SMS @) 6" %C (TYP. TOP & B�FSM).s} EXISTING CONCRETE, J )- BLOCK OR WOOD FRAMING EMB �Z.. PAOR DPSCRIPTI(M BLOCK OR WOOD FRAMING / (11•:!O� J(ML GN . ee ��'�l (CO BUILD 33 Q e , .- •(�rFn14Q1L FOR MR fiSd ZOne4 w f , m 1 FwywDO > d 0i 1 U4 6to EXISTING CONCRETE. SCALE: y� � Z N9 W EE TAKE 4 oar QW�Qa m �a BLOCK OR WOOD FRAMING E t" w `-• EXISTING CONCRETE, BLOCK OR WOOD FRAMING p E G 5 CONNECTION TYPE EMBED. TO CLASS EMBED. CONNECTION TYPE wv,zno REFERENCE ANCHOR 13 REFERENCE ANCHOR SCHEDULE FOR MAX. XZOZ°° SCHEDULE FOR MAX. EJ„NY SPACING SPACING AS SHOWN 1416 IN DIAGRAM ON PG. 10) w ' 1/2" 3 .4 GLA55 R � w 0 0 rim O = Mo p OR DOOR 13 j tn w FOR w N 1/2" #12 x 1/2" SMS @ 12" T y Z-- n Q w ° mwr�m F w O.C. OR 3 /I6"0 ALUM. TABLE 2 ti Ow_, FOR r N a y W 0 ,A POP RIVETS @6 "O.C. OR 1/4 "0 ALUM. POP SEPARATIQ4 TO CLASS X 2 Q E F.zm GASS OR o 4 4 D OR y & FIN GLASS 13 y y O N J RIVETS @ 12" D.C. u u SEE I FKOR OR DOOR ----� E T a w 06 0 a @7 AND® 1/4" MAX. FROM PIN TOAi 1/4 -20 S S. MACHINE SCREW NUT @ Ti SEPARAY 70 S Fa- u m u ASSEMBLY 112" 1/2" GUIDE TO BUSHING w TYP. WASHER (TYP.) 1- 12" O.C. �S a d o '/-' 1/4" MAX FROM PIN W CONNECTION w Q E GUIDE TO BUSHING REFERENCE ANCHOR ' WASHER (TYPC E GF. SCHEDULE FOR MAX. EXISTING CONCRETE, IS SPACING AS SHOWN N z m BLOCK OR WOOD EXISTING CONCRE 4 CONNECTION TYPE IN DIAGRAM ON PG. 10} ® OR FRAMING BLOCK OR WOOD FRAMI REFERENCE ANCHOR FOR MAX. 3" 3" x 1/4" CONT. CONNECTION TYPE #12 x 1/2" SMS @ 12" "0 SCHEDULE SPACING. ALT. FASTENER x 6063 -T6 ALUM. ANGLE REFERENCE ANCHOR SCHEDULE FOR MAX. O.C. OR 3/16 ALUM. POP RIVETS @ 6" O.C. LOCATION. FRONT AND BACK ANCHORS NOT REQ'D (MAY BE REVERSED (MAY DASHED) AS SPACING OR 1/4 "0 ALUM. P WITH THIS LOCATION OWALL MOUNT SECTION RIVEIS @ 12" D.C. CEILING / INSIDE MOUNT SECTION F SCALE, 3 "= 1'- 0" SCALE: 3 "- V- 0" "uan• 1/4 -20 MACHINFgB4OD�F .' •i 19 W/NUT $R' 0 oS #14 SMS @) 6" %C (TYP. TOP & B�FSM).s} Q9 �Z.. PAOR DPSCRIPTI(M BLOCK OR WOOD FRAMING UNT SECTION (11•:!O� J(ML GN . ee ��'�l N • U 33 Q e , .- •(�rFn14Q1L FOR MR fiSd ZOne4 w f , m 1 FwywDO > d 0i 1 U4 6to EB M y� � Z N9 W EE TAKE 4 oar QW�Qa m �a Fa11mz EE TAM 2 E t" w `-• FOR MIN. p � a TO CLASS 1/4" MAX. FROP GUIDE TO BUSH WASHER (TYP.) ERENCE E MAX. N p> g C{NG 1 oS SCHEDULE FOR MAX. PACING EXISTING CONCRETE, gl I.. a'�SSaP� PAOR DPSCRIPTI(M BLOCK OR WOOD FRAMING UNT SECTION \f EXISTING STRUCTURE2 E J 33 Q I C�.6 CONNECTION TYPE 1� DM610N REFERENCE ANCHOR SCHEDULE FOR MAX. SS SCALE: 3 "a 1'- 0" SPACING �R0 j II � wv,zno 13 XZOZ°° EJ„NY GUIDE I U BUSHINU &RO WASHER (TYP.) C2 CONNECTION TYPE W EXTRUSION _CS CONNECTION TYPE Y� EXTRUSION REFERENCE ANCHOR - P 1 FwuxLeeawmoPz 1 ^TOM -0005 SCHEDULE FOR MAX. PACING EXISTING CONCRETE, gl I.. PAOR DPSCRIPTI(M BLOCK OR WOOD FRAMING WACTLL BUILD OUT IO SCALE: 3 "a 1'- 0" R. FOR •e_cni 4kxi 2arre 4 $PAN TUBE SCHEDULE Aran EH FAC!IImc SEE TABLE 4 4 Q FOR Hv}I u EXISTING GLASS SEE TABLE 2 FOR MN. t30 STRUCTU OR SEPARATM TO GUSS a p 1YkId Zone a E FACILITIES SEE TABLE DOOR a 0 S 13 G .- Waw O "0 10. M"", TO GLA55 Iw-•�w 1/4 ALL c� N'a m j 4 z 4 POINTS SOLID ` W =wb O SET ANCHORS TUBE Ulwa X N N z WITH 7/8" MIN. EMBEDMENT IN SCHEDULE FOR t7 w CONCRETE OR • f F 0 BLOCK, 3- MIN in 123.8' ❑ SPACING AND ° w0 a DISTANCE. 4' r AT TOP S 98° 101.7° 3" MIN. m 2 ED. DIST. 3 r r .12r 0.128° 0 1/4" MAX. FROM PIN GUIDE $0.0' TO BUSHING WASHER (TYP.) GLASS 2 2 - 3 TW01/4 "0 WOOD r LAG SCREWS @ 24" 128.1" 1870 O.C. MAX. WITH 2" 3" MIN. 2 THREADED PENETRATION ED. DIST. 7" "T" INTO CENTER OF STUDS w EMB "T' 14 SMS @ MIDSPAN BETWEEN - 2 STUDS FOR TRACK TO 1" x 4" 3 PLYWOOD & TUBE CONNECTION 1/4 "0 ALL POINTS SOLID )^ T. LEG DIRECTION 1/4 -20 MACHINE (2) 6063 -T6 ALUMINUM BOLT W /NUT ANGLES PER BEAM END, �p 12" OX OR SIZE PER SPAN TUBE #14 x 3/4" SCHEDULE SMS 6" 0 C. SPAN TUBE PER DESIGN ACCESS HOLE SCHEDULE 5 6 14 16 $PAN TUBE SCHEDULE oO � w O�m NUMBER Anal MIWMUMAN TUBE SIZE SHUTTER SPAN a p 1YkId Zone a E FACILITIES SEE TABLE ANGLE LENGTH 13 G .- Waw ORHYH2 SEE T 2 BOTTOM 10. M"", TO GLA55 BOTTOM TOP c� N'a m BOLTS BOTTOM ` W z � 4 SEE BEAM SEE TUBE TUBE TUBE SCHEDULE FOR TUBE TUBE w a REQUIRED_NIIMBER 30" 123.8' 136.2° �i O: STUCCO FINISH �( x 4" x .125" SET ANCHORS S $PAN TUBE SCHEDULE ALLOWABLE TUBE NUMBER NUMBER OF ANCHOR$PER MIWMUMAN TUBE SIZE SHUTTER SPAN BPAN THRU -BOLTT S ANGLE LENGTH I TOP BOTTOM TOP BOTTOM TOP BOTTOM TOP BOTTOM ` W W/ NUT @ 12" O.0 TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE 30" 123.8' 136.2° 2 2 2 3 4' r AT TOP S 98° 101.7° 1W.W 2 2 3 3 r r .12r 0.128° 0 123" $0.0' 94.4° 2 2 3 3 r r 80" 128.1" 1870 1 2 2 2 3 4' 7" e ESSENA+I FA nrcs 9 w 114.8° 124.1' 2 2 3 3 7° 7° 0.129° 123" 102.8° 109.8' 2 2 4 4 10' 10° 1 ROSS OR RAFTER 1 /2" 3 " 80' 138.0° IO&W 2 2 3 3 r r 2"x8 "x 96" 122.7" 166.7° 2 2 3 4 7" 70'• 0.126" 123' 118.4" 137.6" 2 3 4 6 10° 13" 80° 188.1" 240.0" 2 2 3 4 r IV 2'%1Clt 98' 140,9' 229.9° 2 3 4 6 10° 16" 0.1878° 123° 132Y 1 203.1' 3 4 1 STUCCO FINISH �( x 4" x .125" SET ANCHORS S SPAN TUBE PER DESIGN 6063 -T6 ALUM. T TUBE WITH 7/8" MIN. S SCNEOULF. EMBEDMENT IN I THIS DETAIL TO SE USED WHEN STUD SPACING CONCRETE OR ' 'I 1 1/4 -20 MACHINE BOLT EXCEEDS THE MAX. ALLOWABLE ANCHOR SPACING. I BLOCK, 3" MIN + += •� ` ` W W/ NUT @ 12" O.0 MIN EDGE A OR #14 x 3/4" SMS OWALL MOUNT SECTION T THIS DETAIL MAY D DISTANCE. S SI2E PER SPAN TUBE 6" O.C. SCALE, 3 "a 1'- 0" A ALSO BE USED E EXISTING S SCHEDULE ACCESS HOLE AT TOP S STRUCTURE A ALT. LEG DIRECTION EMBED. MAX. DESIGN LOAD = s 72 PSF M J O BEAM S SPAN SECTION -GLASS I I- o SCALE : : 3 "n 1'- 0" FOR ASTM Wmd Zane 4 O OR DOOR t t- e ESSENA+I FA nrcs 9 93 SFF TABLE 4 k F� H4HZ N N a a E EXISTING WOOD SEE TABLE 2 FOR UN. z z 1 1 ROSS OR RAFTER 1 /2" 3 " SEPARAION 10 GLASS < < @ @ 24" MAX. O.C. V t3LULR UN �_ 2" x 5" x 1/8" CONT. :RAMING. SEE ALUM. ANGLE (6063 -T6) R SCHED. BASED 'E OF STRUCTURE QPASS THRU DETAIL SCALE i 3 "= 1'- 0" (MAX. DESIGN LOAD x 72 P.S.F.) (MAX. DESIGN LOAD a 72 P.S.F.) MA'AM SPAN TUBE SCHEDULE IN USE ZX3 4 X ' ANGLES FOR 2'X5" & 2'X6' BEAMS. 2. USE 2°X5°xi/4' ANGLES FOR 2'x8' & 2'X10' BEAMS. 3, USE BEAM SCHEDULE FOR DETAIL 3. 4. TOP & BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER CONNECTION DETAILS. WHERE USED TOGETHER BEAM MUST BE LU4TED TO TOP BEAM SPANS. S. SPAN TUBS MAY BE USED IN A MID -SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND BELOW THE BEAM. MID -SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS (INCLUDING SPANS ANCHORS, ANGLES AND BOLTS). WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS ABOVE AND 80.0W THE BEAM. S. LAP BEAMS ARE NOT ALLOWED. 7. ALL BEAMS AND ANGLES TO BE 6063"76 ALUMINUM. 0 w 6] E IU ALT i�„�• 0: �m ALUM. ANGLE W/ THREE F 7 5 d. 1/7. "0 WOOD LAG �U! 00 SCREWS WITH 2 -3/4" 13 D = _ •- MINIMUM THREADED N I PENETR. "T" IN WOOD @ X z z m EACH RAFTER OF TRUSS, R t4- 24" O.C. MAX. WHERE 10. ANGLE EXTENDS BEYOND 4 LAST TRUSS MORE THAN 6 ", EXTEND ANGLE TO NEXT TRUSS. OTRUSS MOUNT SECTION SCALE : 3 "= 1'- 0" m F w 7 iyy � u b j U � 0H W 4 Q� rm w"T g Om m Ti f��0 g� ll -TCM -0005 Well m F w 7 iyy � u b j U � 0H W 4 Q� rm w"T g Om m Ti f��0 g� ll -TCM -0005 Well OR Z O D ]- tt0=1}- w�u-- u N ri aZ Wao Xww z £r 10 z� a �r wZ Jw 250" -1/4'0 '. APCON w 74" - 0 E. WITH 1 -1/1. MIN. .- EMBED. EXISTING CONCRETE OR I'HAI'llrvu a W.- nrva.na�na JOT ACCEPTABLE DGE \ 01ST. \ RECESS SILL DETAIL \ SCALE: 3 "= 1'- 0" \ 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER ITYP.) r 1 � d TYP. BOTTOM OR -GLASS OR DOOR ^' 4 s FOR FM7 SEE Ix w 4 wind- a° TABLE 7 FOR NOL r m w o SEPARATION TO GLASS wra war E _ wFw J wx .M = , j � Ll MR HON 70 ta r ZZo 13 XzC1w.- IS A P i 4 Jx z 13 X w °w = Cl CONNECTION TYPE SCALE: 3" - I' -0" £ J O w REFERENCE ANCHOR 8 Q SCHEDULE FSPACING a - 250" va -C6 CONNECTION TYPE REFERENCE ANCHOR r M T��;EXISTING SCHEDULE FOR MAX SPACING IS UCTURE / EXISTING CONCRETE OR BLOCK ONLY. WOOD O WALL MOUNT SILL DETAIIxISTING FINISH -MATERIAL FRAMING & WOOD ANCHORS SCALE : 3 "= V- 0" O NOT ACCEPTABLE DECORATIVE FLOOR TRACK DETAIL ������/,,,+,,,,_� R@ CUT IN 4" INTERVALS SCALE: 3 "= 1'- 0" TO FOR U E {SEE T DETAIL P1 FOR ADDITIONAL INFO) TY TOP & BOTTOM. — FASTENER @) EACH 4" CUT SEE ANCHOR SCHEDULE BASED CF O RNIORP PE O CONECON G IS ACCEPTABLE �— 19 kPPROVED MOUNTING .ONDITION, MIN OF TWO I TYP. SECTION FOR SHUTTERS P7 SCALE: 3" - I' -0" TYP. ALTERNATE SECTION FOR SHUTTERS P2 SCALE: 3" - 1' -0" FINISH s WASHER ITYP.} F S�iC f6 �A 13 � mmmmmm mmmmmm A 1/4" MX. FROM PIN C TO BUSHING WASHER 1/4 -20 MACHINE BOLT W/ NUT IP 2" O.C. CUT AT INTERVALS T(a��^ IM CURVE (SEE DETAIL V Y1 } (nl EACH 4" PIECE Op CURVED TRACK SECTION DETAIL SCALE , 3 "= 1'- 0" _ 46 a - Nw 3 O w m Y w ,`Oy CIS a i ll -Tcm 0005 SCALE, O1 rase DESCRSPToul 11 I j a° I i X31, liF j � I L 4" MIN. RADIUS HEADER MOUNTED PARTIAL ELEVATION SCALE: 3" - I' -0" s WASHER ITYP.} F S�iC f6 �A 13 � mmmmmm mmmmmm A 1/4" MX. FROM PIN C TO BUSHING WASHER 1/4 -20 MACHINE BOLT W/ NUT IP 2" O.C. CUT AT INTERVALS T(a��^ IM CURVE (SEE DETAIL V Y1 } (nl EACH 4" PIECE Op CURVED TRACK SECTION DETAIL SCALE , 3 "= 1'- 0" _ 46 a - Nw 3 O w m Y w ,`Oy CIS a i ll -Tcm 0005 SCALE, O1 rase DESCRSPToul 11 I j p ANCHOR SCHEDULE: CONCRETE Y. (� 3 Z3 {� x 6i ANCHOR LOAD (psP) 2.5° MIN EDGE DISTANCE Spam Do To 61-0" CONK TYPE C3. C2 p C4 1 CS I CB Spans Uo To 8' -S° MNN TYPE Cl I C2 tl I C4 I tl I C6 Somw Uo CONN CY I a I tl To 13' -0" TYPE I C4 CS I C6 °ITW TAPCON WITH 1 -3/4' EMBED (3192ps1 COXC) 48 16.0" 16. 16.0" 16.0" 36.0 16.0 16.0 16.0 11.5 11.0 16.0 14.0 16.a 16.0 7.0 6.5 ILO" 9.5' 16.0° " 13.0" 12.5" 1&W'l 15.5° 16.0" 16.0' 8.5' 7.5" 15.0" ILO" 13.0" 1L5" 5.0" 4.5' 7.0" 7.0" 16.0 16.0" 1.0" IDA- 16.0-113.5- 16.0' 16.0" 7.0" 6.5" 11.0" 95" IO.S' 9.0" 4.5" 4.a' 5S" 6.0" L6.0" 8.S' 19:0"16.5' 7.0" 3.5' 6.0" 3.0" 10,019.0" 4.5" 5.0" 10.5" 8.5° 9.0" 7.0" 4.5" 3.5' 3.5" 3.0" SS" 4.5' 6A" 5.0° 8S" B.S' 7.0" 7.0" 3.5° 3.5° 3.0' 3.0" 4S" 4.3" S.0" S.0" 1/q' CON 'WITH 1 -3/4' EMBED (27OW DIIN CONC) 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.a' 36.0" 11.5° 105" 1B.0" 14.5" Y5.5" 18.0° 7.0` 8.0" 9S° 9.S' r48 16.0" 16.0" f3.5" 12.5" 16.0" 16.0" 16.0" 16.0" 8.5" 7.5" 13.0" 11.0" 11.0" 10.0" S.0" 4.5' 6.0" 7.S' 16.0" 16.0" 11.0" 10.0" IS.1S.S' 16.0" 7.0" 6.0" 9.5' 9.S' 9.0" 8A" 4.5" 5.0" 6.S 14.5" 14.5' 6.5" 5.5' 8.5" 9.0" 9.0' 7.5' 4.0" 4.5" 6.S' 7.S" 6.0" 3.5" 5.5" 200 75" 6.C" - ; �, . 5.5" 7.5" 6.0" / ,/; 3.S' S.5" . 7.5" 6.0" 3.5" / 5.5" 1/4° ELCO CRETER.EX SS4 W/ 2" EMBED (3350ps1 MIN CONC) 48 62 16.0" 16.0" 16.0' 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" S6.a' 16.0" 16.0" 12.0" 15.0" 10.5" 16.0" 16.0" 16.0" 16.0" 16.0" 14.5" 16.0" 13S" 30.0" 7.0" 8.5" 6.5" 12.5" 8.0" 14.0" 11:0" 72 Sto 200 16.0" 16.0" 10.0" 16.0" 16.0" 8.0" 15.5" 9.0' 5.0" 14.5" 8.0" 4.0" 16.0" 11-5"113-0"112-0" 5.0"18.0"110-0"18.0"15.0"14.0'15.0"1 16.0" 36.0" 16.0" SO.a' 10.0 B.0° 85 5.0 125" 8.0 14.0" 4.0 &0" 12.0" 10.0 10,0" 10.5' 8.0 8.0' 6.0° 5.0° 5.0" 5.0" 4.0 4.0" 6S" 5.0" 5.0" 9.5" &a' 8.0" �+ x 8 1/4'rnp TAPCON WITH 3 -3/4° EMBED(3192psi MIN CONC) 1" KEN EDGE DISTANCE Cl I a tl C4 CS I C6 I Cl I a tl C4 C5 I C6 Cl CZ tl C9 CS C6 48 16.0"116.0" 7.5" 7.5' 16.0" 16.0 16.0" 5.0" 45' 16.0° S.5" 15.5" 15.5" 3.0` 3.0" 9S" 3.S' 62 72 16.0-116.V 16.0" 16.0" 5.5" 4.5 5.5" 4.S' 16.0` 16.0-15.0- 6.0" 16.0" 15.5" 16.6" 15.5' 3.5" 3.0" 3.5" 3.0" 13.01 9.5" 4.0" 35" 11.0" 9.0" 10.0" 8.0" 6.0" 4S° 110 14.0' 14.a' 3.0" 8.5" 13.5-19.0" 7.5" 4.S' 7.a' 6.0" 3.5" 100 7.0" 6.0" 3.5' 7.0" 6.0" 16.0" 8.0° 7.6" 3.5" 16.0" 9.a' 7.0" 15.0" 6.0" 155" 5.0" 4.5' 35" 9.5" 6.a' l/q• ELF N,TRACpN WITH 1 -3/4' EMBED (270DPN MIN CONC) 48 16.0" SB.O" 12.5" 12.5° 36,0" 13.0" 16.0" 62 16.0" 16.0" 9.0" 8.S' 16.a' 10.0" 16.0" 16.0' 5.5" 5.5" 12.5" 7A" 105" 9.5" 72 16.0" 160' 7.5" 7.0" 16.0" 8.S' 35.0" 15.5' 5.0" 4S" 9.5" 6.0" 9.0" 7.6- 110 14.0" 14.0" 4.5" 4.0" 8.5" 5.5" &5" 7.5' 4.5' 4.0" 7.0" 6.0" 200 7.0' 6.0" 7A" 6.0" &o" 1/4' ALL- POINTS SOLID -SE I' ANCHOR W/ 718' EMBED R 1/4-20 SS MACHINE SCREW (3000" MIN CONC) 48 1- 114° MIN DISTANCE Cl 1.6.0" a 16.0" tl 9.5" C4 9.5' C5 I6.a' C6 10.0 Cl 1 &0" C2 16.0" tl 8.0" C4 CS C6 7.0" CS 10.5" C2 11.0" p 3.5" C4 CS 3.5' 6S" C6 4.5" 62 18.0" 16.0° 7.0" 6.5" 16.0 B.a' 13.5 14.5 4.5 4A° 9.0 5.5 7.5 7.0 4.0' 3.5' 72 16.0" 16.0" 5.S" S.S' lB.a' 7.a' 10S° 11.0 3.5 3S" 6.5 4S" 6.0 SS' 3.0" 3.0" 110 10.0" 10.0" 2D0 5.0" 4.0" 5.0 4.0" 3° MIN EDGE DISTANCE 5.0" 4.0' I/4° ALL- POINTS SDIID -SET ANCHOR W/ 718" EMBED & 1/420 SS MACHINE SCREW (3000" MIN CONC) Cl I C2 I C3 I C4 I C5 C6 I Cl I C2 I C3 I C4 I C5 I C6 I Cl I C2 I C3 C4 I CS I C6 48 62 1 6,0" 18.a' 16.0" 1 &0" 16.0" 16.0' 15.0" 36A" I&V 16.0" 16.0" 10.0° 9.0" 15.0° 13.5" 12.5' SLS" 6.0° 5.S' 7.0" 9.D" 72 110 16.0" 16.0" 16.0"W.0"112.0" 16.0" &0" 4.a' 7.0" 3S" 16.0" 10.0" 4.5" 16.0" 11.0" 6.5' 16.0" 10.5" 8.5' fb.0" 9.0° 7.0" B.5" 5.0" 4.0" 7.5° A.5' 3S° 11.0° S.S" 4,5" 12.0" 8.0" 6.5' 10.5" &5' 8.5' 9.a' 7.0" 1 7,0" 5.0° 14.0-13.5- 4.D" 4,5" 3S" 55" 4.5" 4.5" &0" 6.S' 16.51, 1/4' POWERS SS DROP -TN W/ 1/4-20 SS BOLT AND 1" EMBED (3000pst MIN CONC) 48 2 -5/8° MIN EDGE DISTANCE CI 16.a' a 16.0" C3 16.0" C4 16.0" CS 16.0" C6 16.0" Cl 1 &0" a 16.a' p 10.0° 61 9.5" C5 18.0" CG 13.0" C3 12.0" a 12.5" p 8.0" C4 5.5" CS 7S" C6 9.0" 62 18.0" 16.0" 12.0" 11.0" 16.L14.5" 15.0" 16.0" 7.5' 6.5" 10.0" 10.5" 8.5" 8.0" 7.0" 72 16.0" 18.0" 9S" 9.0" 18. 12.0" 12.5' 6.0" 5S" 7.5" 9.0" 7.0" 8.0" 6.0" lYD 11.0" 11.0° 5S" 5.0" 6S 7.0" 6.0" b.0" 5.5" 5.0" 5.0" 200 5.5" S.5" So 5.5' 1/4° POWERS SS DROP-IN W/ 1/4-20 SS BOLT AND 1" EMBED (3000ps) MIN CONC) 48 3-1/2' MIN EDGE DISTANCE Cl 1604 C2 16.0° I tl 16.0" C4 16.0" CS 16.0" C6 L6.0" I Cl 1 &0" I C2 3 &0" I tl YS.O" I C4 10.0° C5 16.0 I C6 14.0 Cl 13.0" a 13.0" C3 &5" C4 SS" CS 8.01 C6 9S" 82 16.0" 16.0" 13.0" 12.0" 16.0" i5S" 18.0° 16.0 8.0° 7.0 10.5 YLO" 9.0" 8.0" 5.0" S.Q° 7.5' 72 16.0" 16.0° 10S" 9.5' 16.0 13.5 13.0 13.0 6S° 55 B.0" 9.5 7.5' -Co.- 6.5" 6.5' 110 IlLolltil. 5" 6.0" 5.5' 7.0 9.0 7.5 8.5° &5" 5.0" 5.5' 2000-16.11- 5.0° 2 x 5 TYP.) 2 x 5 (off OUTSIDE TOP FLANGE ANCHOR (SEE SPACING SECTION X) O 0 O O i x S 41ANI 1 x S @ INSIDE OR Q4 HEADER / SILL BOT. ANCHOR (SEE SPACING SECTION X) SIDE CLOSEST TO OPENING NOTE. "S" INDICATES ANCHOR SCHEDULE SPACING. SPACING DIAGRAM FOR Cl CONNECTION TYPE: - Cl CONNECTION TYPE USING PIECE ® OR D 7 / t8l OMB IN,ATION 2 r S ITYP.) 11 / LUi °IL'INATION 9 / COMBINATION O 1 x S IT 2 x S JTYP.I NOTE: "S" INDICATES ANCHOR SCHEDULE SPACING. SPACING DIAGRAM FOR C3 & C4 CONNECTION TYPE: - C3 CONNECTION TYPE USING PIECE O WITII OUTSIDE ANCHORS ONLY OUTSIDE ANCHORS TYPE PIECE OR (R WITH ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1 OR 3 AS APPLICABLE (P9 1). 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR THANLT NE AATIV DSH SIITGN PAIN ON SHUTTER AND SELECT SPAN GREATER 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. EXISTING STRUCTURE MAY BE CONCRETE, ASTM C -90 HOLLOW CONCRETE BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION 1WEE. SEE CONNECTION DETAILS FOR IDEMIFICATION OF 5. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON - CRACKED CONCRETE ONLY. 6. NCCMANUFACTURERS ACTUSRMENTION EM INSTALLED THE CONTRACTOR WITR�MDA. EMBEDM T LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER FINISHES. 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEDUATE WOOD FRAMING MEMBERS NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLO §URE PIECES. & St(ALL BE LGOCAAT SCREWS IN CENTER OF NOMINAL ANAL 2" x 4L° (MIN.) WOODSfT FASTENER /' FEIA�YEE PD}U�TA PAN ACCEPTABLE OR HE WOOD FRAMING. LAG SCREWS SHALL 91 MACHINE SCREWS SHALL HAVE MINTMUM OF 1 2° ENGAGEMENT OF THREADS IN HEAD BS2 ANDEOWRA N BOL' Y H O N THER A PAN HEAD, TRUSS HEAD, OR WAFER ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHER WINGNUT. 10. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. / •, ,� 'q ' W IE a -5-4 : fim W Z a 3 W ti ❑ W� a 8 g at�� m 11 -TCM -0005 at@] P i 0.125" 0.125° 10.032. 0.032° 0.196"1 r �\ 45 i \ t I 1 j t 7 \ r 02.875" `' �Y0.188° 03.250° LIGHT -N -VIEW WINDOW A N.T.5. SA51C PLASTICS SLX1431T- UL -94HB { -3S° -4 3.5° MIN., TYPICAL 1.500° x 6.000° HOLE (TO RECEIVE RECTANGULAR WINDOW ASSEMBLY) RECTANGULAR WINDOW 4 BLADE W RECT. WINDOW ',,L3j N.T.S. EXTERIOR ELEV rROUND WINDOW ASSEMBLY EDGE ACCORDION SHUTTER BLADES 1 g� N �u0�0 2.875°0 HOLE TO RECEIVE ROUND FFii ff WINDOW ASSEMBLY g ROUND WINDOW ASSEMBLY 1 BLADE W ROUND WINDOW 13 N.T.S. EXTERIOR ELEV 1Y MIN FROM EDGE OF SHUTTER, TOP OR BOTTOM 3.5° TYM r EDGE OF ACCORDION 2.875°91 HOLE (TO RECEIVE / ROUND WINDOW ASSEMBLY) J)/ MAXIMUM OF 3 WINDOWS PER EVERY OTHER BLADE r2-'\ LIGHT -N -VIEW WINDOW S3 N.T.S. EXTERIOR ELEV 12° MIN FROM EDGE OF SHUTTER, TOP OR BOTTOM ((('''RECTANGULAR WINDOW ASSEMBLY EDGE OF ACCORDION SHUTTER BLADES 'T-- N�p { -3S° -4 3.5° MIN., TYPICAL 1.500° x 6.000° HOLE (TO RECEIVE RECTANGULAR WINDOW ASSEMBLY) RECTANGULAR WINDOW 4 BLADE W RECT. WINDOW ',,L3j N.T.S. EXTERIOR ELEV rROUND WINDOW ASSEMBLY EDGE ACCORDION SHUTTER BLADES 1 g� N �u0�0 2.875°0 HOLE TO RECEIVE ROUND FFii ff WINDOW ASSEMBLY g ROUND WINDOW ASSEMBLY 1 BLADE W ROUND WINDOW 13 N.T.S. EXTERIOR ELEV 1Y MIN FROM EDGE OF SHUTTER, TOP OR BOTTOM 3.5° TYM r EDGE OF ACCORDION 2.875°91 HOLE (TO RECEIVE / ROUND WINDOW ASSEMBLY) J)/ MAXIMUM OF 3 WINDOWS PER EVERY OTHER BLADE r2-'\ LIGHT -N -VIEW WINDOW S3 N.T.S. EXTERIOR ELEV 12° MIN FROM EDGE OF SHUTTER, TOP OR BOTTOM 1Lv N.T.S. EXTERIOR ELEV 3.5° TYPL EDGE OF ACCORDION 1.500° x 6.000° HOLE (TO RECEIVE RECTANGULAR WINDOW ASSEMBLY) MAXIMUM OF 3 WINDOWS PER EVERY OTHER BLADE i� RECTANGULAR WINDOW 13 N.T.S. EXTERIOR ELEV RECTANGULAR WINDOW NOTES! 1. THE RECTANGULAR WINDOW SHOWN IN 5/13 IS MADE FROM GE XL10 LEXAN WITH 0.075° MINIMUM THICKNESS. 2. FRAME FOR RECTANGULAR WINDOW MAY BE NYLON 6 OR POLYCARBONATE WITH A MINIMUM THICKNESS OF 0.161 °. ATTACH TO BLADE WITH (6) *4 SS SCREWS OR BOLTS WITH NUTS. o ^• • 5O0 W Q1 $ vo Z 1W h l: in te 0 W 7s 'D OR 3 i a8$ r ll -TCM -0005 13 .093° ,020° .500° o � � DIA. -1— - -•+ (INT.) A (EXT.) 145° O 0.355° 0.500° 5? i ' 1.856° }-0.177° •355° A SECTION A-A /-5-`\ RECTANGULAR WINDOW 1Lv N.T.S. EXTERIOR ELEV 3.5° TYPL EDGE OF ACCORDION 1.500° x 6.000° HOLE (TO RECEIVE RECTANGULAR WINDOW ASSEMBLY) MAXIMUM OF 3 WINDOWS PER EVERY OTHER BLADE i� RECTANGULAR WINDOW 13 N.T.S. EXTERIOR ELEV RECTANGULAR WINDOW NOTES! 1. THE RECTANGULAR WINDOW SHOWN IN 5/13 IS MADE FROM GE XL10 LEXAN WITH 0.075° MINIMUM THICKNESS. 2. FRAME FOR RECTANGULAR WINDOW MAY BE NYLON 6 OR POLYCARBONATE WITH A MINIMUM THICKNESS OF 0.161 °. ATTACH TO BLADE WITH (6) *4 SS SCREWS OR BOLTS WITH NUTS. o ^• • 5O0 W Q1 $ vo Z 1W h l: in te 0 W 7s 'D OR 3 i a8$ r ll -TCM -0005 13