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WS-15-976 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-233229 Permit Number: WS-4-15-976 Scheduled Inspection Date: July 02, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: CHIARELLA,ANTONIO Work Classification: Window/Door Replacement Job Address: 10666 NE 10 Place Miami Shores, FL Phone Number Parcel Number 1122320280890 Project: <NONE> Contractor: D&D ALUMINUM DISTRIBUTORS Phone: (954)987-2206 Building Department Comments INSTALL 1 STORM PANEL, RETROFIT(2) IMPACT DOOR Infractio Passed Comments INSPECTOR COMMENTS False Inspector (15) IMPACT WINDOWS. Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. July 01, 2015 For Inspections please call: (305)762-4949 Page 16 of 47 �4eA.. ✓ 13Y 13-= X 7 9. c1> CE ENOWERING 7066 Svc/44'"Street Miami,'FL 33155 Tel:786-398-9179 Fax:786-800-2627 a 1 roofinspection(Mgmail.com LAS CERTIFICATION#10-0612-01 SITE SPECIFIC INFORMATION UPLIFT TEST—TAS#106 Roofing Contractor TUPACK RHEA PA. Permit# R-4R15R979 Job Address 10540 NE 2ND PL MIAMI SHORES,FL.33138 Owner's Name SRP TRS,LLC. Type of Tile FLAT 13" gate Installed Approximate Roof Height 12' feet Roof Pitch 3/12 Type of Access to Roof LADDER Approximate Square Footage of Roof 28 ft2 Required Testing Force 35 Lbs Date Tested 07/06/15 Number of Tests 57 Testing Equipment F.G.E.100 Contact Name TUPACK RHEA Phone# 3/569-0191 LOCATION #OF TEST PASS #OF TEST FAIL Corner 6 Tests 6 Pass � Test o Fail Perimeter 10 Tests 10 Pass Test 0 Fail Field 32 Tests 32 Pass Test 0 Fail Ridge 9 Tests 9 Pass Test 0 Fail TOTAL 57 Tests 57 Pass Test 0 Fail IN ACCORDANCE WITH THE CRITERIA OF PRO7000L PA 106,THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST,THIS TAS 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTRY,WITH NO DEVIATIONS.THIS REPORT IS NOTGUARANTEED IN CASE OF CASE OF NATURAL DISASTERS.THIS REPORT IT IS NOT VALID FOR INSURANCE CLAIMS. 41 S , A-1 Engineerinj Inspection Services, Inc 7066 SW 44 Street Miami, FL 33155 Tel: 786-398-9179 Fax: 786-800-2627 al roofinspectionAgmail.com LAB CERTIFICATION# 14-1215.04 07/06/15 PERMIT. #R- 4- 15-979 10540 NE 2ND PL MIAMI SHORES,FL. 33138. T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T L---YNTT 7066 SW 44th Street Miami, FL 33155 Tel: 786-398-9179 Fax: 786-800-2627 Ao\ Miami Shores Village -----r Building DepartmentAPR 2 2015 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795.2204 Fax:(305)756.8972 B INSPECTION'S PHONE NUMBER:(305)762.4949 BUILDING Permit No. (A ' v PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: BUILDING OWNER:Name(Fee Simple Titleholder): C��l S 5/-� C�1 /�/t G 6/!�- Phone#:30S-70-1'— Address: =Address: /U� eq / City: zLi�vm r, DAPS State: 'e/ Zip: 333 g Tenant/Lessee Name: /V Phone#: Email: JOB ADDRESS: �D 6 At 4!:�7 /O City: Miami Shores County: Miami Dade Zip: y'3/38 Folio/Parcel#: // Z Z,s 2 O Z Qi 0090 Is the Building Historically Designated:Yes NO ✓ Flood Zone: CONTRACTOR:Company Name: 0 Q df�v �itiy� 1ti G Phone#: O.I'Y-Q8 7 2246 Address: -1--7&o < City: /jl��(v��u oo/ State: �l Zip: 3 30 20� Qualifier Name: l7ict c O/Ue,�/ Phone#:9rie(9 0 7 2-20olC State Certification or Registration#: SCG /3 ertificate of Competency#: Contact Phone#: Email Address: DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: OAddress DAlteration ❑New dkepa' Replace ODemolition Description ofWo k: � / y S4' /c[ i COLOR THROUGHROOF TILE IS REQUIRED acknowledged by: .*******,►*«**,�**,.******************//*\\***Fees****w*«*****,a,x*******************,�*****,t**** Submittal Fee$ Permit Fee$��V . CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ / TOTAL FEE NOW DUE$ 2 ? - 5O I -d% Bonding Company's Name(if applicable) Bonding Company's Address City State Zip 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 COMMENCEMENT MAY RESULT IN YOUR 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." Notice to Applicant: As a condition to the issuance oj'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) ds after the building permit is issued. In the absence of such posted notice, the inspection will not be approv a eros ecti fee will be charged. Signature Signature Owner or Agent Con or The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of Q�r; , ,20�,by I day of ,20�,by (t r: .ye. t � r-- who is personally known to me or who has produced / who is personally known to me or who has produced ,r . L-- As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Dl.1� -- 1' ��i Sign: Print: Al'CIL G +4-4 J Print: L, My Commission Ex >resPR�p�e; My Commissio E "e'> ., MONICA L STRICKLAND _o a MONICA L STRICKLAND = o s MY COMMISSION #FF020247 o MY CXOMMISSION#FF020247 �, P. EXPIRES May�1.2017 OP �r11tPIR S M '9FOFF ,` `- **************** *r�ea2fk. ae**** * ** ** t �r ,� c�tf***",-,"MtI��t'��t*t►to*&,J'h#*** (307)398-0153 FIori allotary ervice.com APPROVED BY 2 � —, Plans Examiner Zoning Structural Review Clerk (Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09)(rev6/4/10) .. OFFICE OF THE PROPERTY APPRAISER Summary Report Generated On:4/16/2015 Property Information Folio: 11-2232-028-0890 Property Address: 10666 NE 10 PL Owner ANTONIO ECHIARELLA&W CHRISSIE M Mailing Address 10666 NE 10 PL MIAMI SHORES,FL 33138-2104 Primary Zone 1000 SGL FAMILY-2101-2300 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY : 1 UNIT Beds/Baths/Half 3/3/0 Floors 1 Living Units 1 Actual Area 2,042 Sq.Ft Living Area 1,946 Sq.Ft Adjusted Area 1,890 Sq.Ft Lot Size 9,750 Sq.Ft Taxable Value Information Year Built 1953 2014 2013 2012 County Assessment Information Exemption Value 1 $50,000 $50,000 $50,000 Year 2014 2013 2012 Taxable Value $67,742 $59,051 $57,229 Land Value $195,063 $136,620 $78,177 School Board Building Value $107,730 $101,574 $113,6021Exemption Value $25,000 $25,000 $25,000 XF Value $900 $0 $0 Taxable Value 1 $92,742 $84,051 $82,229 Market Value 1 $303,693 $238,194 $191,779 City Assessed Value 1 $117,742 $109,051 $107,229 Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value $67,742 $59,051 $57,229 Benefits Information � Regional Benefit Type 2014 2013 2012 Exemption Value 1 $50,000 $50,000 $50,000 Save Our Homes Cap Assessment $185,951 $129,143 $84,550 Taxable Value $67,7421 $59,0511 $57,229 Reduction Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Homestead Exemption $25,000 $25,000 $25,000 previous OR Book- Note:Not all benefits area applicable to all Taxable Values i.e.Count School Price Qualification Description PP ( Y, Sale Page Board,City,Regional). 10/01/1996 $93,600 17385-2420 2008 and prior year sales;Qual by exam of deed Short Legal Description 12/01/1989 $87,000 14377-6171 2008 and prior year sales;Qual by exam 32 52 42 of deed MIAMI SHORES ESTATES PB 47-58 00000- 2008 and prior year sales;Qual by exam LOT 18 BLK 5 12/01/1973 1$48'000 00000 of deed LOT SIZE 75.000 X 130 OR 17385-2420-21 1096 1 The Office of the Property Appraiser is continually editing and updating the tax roll.Thiswebsite may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: t.• ! Since 1969 EMANuminum Certified Specialty Contactor License No.:SCC131149998/Certified Glass&Glazing Contactor License No.:SCC131151055 ap 'V0 Vr.aV <<3✓ySr..}<. �,..i.� ,t%Vv§` b1 `_c. , ..::J 5700 Washington St, Hollywood,FL 33023/Main 954-987-2206/Fax 954-987-2209/Toll Free 1-866-990-0692 PROPOSAL—CONTRACT Owner: Chrissie Chiarella Email: aechiare(a�bellsouth.net Sales Rep: William Meenan Date: Apr,8,15 job Site Address: 10666 NE 10th PI Contact Name: chiavillo(Lhotmail.com City/State: Miami Shores,Fl Zip: 33138 Contact Address: job Ph# 305-785-9530 Contact Ph# 305-899-3410 City/State: Zip: I HAVE READ THIS CONTRACT AND CONFIRM THAT ALL CHARGES AND THE WORK TO BE PERFORMED HAVE BEEN EXPLAINED TO ME- I AUTHORIZE THE WORK AND ASSUME FULL RESPONSIBILITY FOR THE CH ES S TED. D&D MADE NO REPRESENTATION AS TO MY ELIGIBILITY FOR B S OR COVERAGE' ND THAT PAYMENT TO D&D IS MY RESPONSIBILITY,AND IS INDE INSURANCE CLAIM I MAY HAVE. X x ALES REPRESENTATIVE OWNER or AUTHORIZED A Inctu and tithe) DESCRIPTION OF WORK A ♦ PRICE ♦ Open# Supply and install Hurricane/Impact-Rated(H/IR)Windows&Doors for 18 openings as follows: Main Entry:39 x 85,Cover with Removable Panels,Removable Track(1) $250.00 1 Living Rm(front):149 x 52,Horizontal Rolls)(HR),(2)74 x 52(s)w/mull support, (1)XO-(1)OX Operation,(1) $1,992.00 2 Living Room(side):107 x 51,HR,XOX Operation(thirds),(1) $1,29200 3 Kitchen and Conversion Rm:54 x 38,HR,OX Operation,(2) $1,208.00 4&6 Side Door(conversion):33 x 83,LH,Steel Clad HVAZ Door w/6 Panel Design,Primer Finish-Needs Paint(1) $800.00 5 West Side of FL Rm Window(s)(each side of door):58 x 57,LowF/ HR,(1)XO-(1)OX Operation, 2) $2,344.00 7&9 Florida Rm French Door.38 x 87,LH,Low ,3 Point Lock System,(1) $2,127.00 8 Fl Rm South Window Bank(west)121 x 57:74 x 57,LowE/ HR(OX)&48 x 74,LowF/Grey Pic Window,(1) $2,187.00 10 Florida Rm South Window Bank(east):Ill x 57,LowF/QnyrHR,XOX Operation(thirds),(1) $11560.00 11 Back&Front Bath(s)-Master.:37 x 38,HR,(1)XO- 1)OX Operation,(2) $1,070.00 12&18 South Wing Bedroom Window(s):74 x 39,HR,(3)XO-(2)OX Operation,(5) $3,989.00 13 thru 17 All windows&French Doors by TM,"Florida's Best Window&Door",Conversion Entry by jeld-Wen 3 Point Lock Systems on French Door,Door Hardware by Owner&Install by D&DA for Conversion Entry All product and installation to meet Florida Building Code Specifications Price includes:all product,permitting,installation,engineering,stucco repair, drywall repair and removal of all debris...all surfaces to be left paint ready. All window frames to be WHITE Gloss Powder Coat and glass to be GREY tint 'ALL DISCOUNTS&PROMOTIONS HAVE BEENAPPLIED' Subtotal (Material&Installation) $18,819.00 Tax Tax ID on file NO Subtotal $18,819.00 Plans or Permit ► (Owner's responsibility to secure unless otherwise indicated here)► $600.00 Equipment Usa a Charge/Rental Fees NC Total $19,419.00 Deposit: 50% (Deposit not refundable on items special ordered or made to order) $9,709.50 Payment: 40% (Due at time of delivery of material on site) $7,767.60 Balance Due: 10% (Due upon final inspection) $1,941.90 Frame Color White B.. Icy Beige I Omer Glass Grids FV std ca spoca Omer Window Sills New old Glass Tint char Grey Bronze Obe carer Glass Thick 5J16 7/16 9/18 Door Knobs New/3pt old Alarm Survey H.O.A. Inspection Painting TrimlMoldings Disposal Power Outside i cir er , 9:!� (r, CC4 Y-z x 7•e/ h'2 -e3-7.;z —q0, 6 7q -4-yo, 33 X go /Joo 4- 3 7,0 Y 3, q ` Sg xs-7 ff 2 f 3�2 — 4�/• 3 S'?x7el' I � �$ K�y /0w Ill y s7 W2 !;?.2 - 9'7 7 3-7 X 3 8 _ � 9,0 — Sf• S— ' 7e-<x- 3 9 f-//Z . . . .. 3qx, t1 s i� . R w . . .. . ,4,l v -cs d y I ov DY DAT 3DiG DEPT ••• • • • • ••• • • 4a SUE3.117CT TO COMPLIANCE WITH ALL FEDERAL • ' • • • • • • cn Si,�1 A'.![ COUNTYRULESANDREGULATIONS • •• •• 000 • •• •• 2010 FLORIDA BUILDING CODE/ASCE 7-10 CATEGORY WORST CASE DESIGN PRESSURE CHART FOR COMPONENTS AND CLADDING Engineering Services,Inc. 5 - For Buildings with a Mean Roof Height of 60 Feet or Less 1600 S.Federal Hwy Ste 207,Pompano Beach,Ft 33062 (954)784-6991 Tel/(954)781-5708 Fax/info®c5es.com/CA #25854 DESIGN PRESSURES FOR INTERIOR ZONES("Zone 4") DESIGN PRESSURES FOR EXTERIOR ZONES ("Zone 5") ULTIMATE WIND SPEED imph)= 175 Mean Roof Tributary Area(sq.ft) Mean Roof Tributary Area(sq.ft) Height Hei ht EXPOSURE CATEGORY= Cs 00 10 15 201 25 30 35 40 45 50 (ff) ool 10 15 20 25 30 35 40 45 50 15 40.I 139.0 3821 37.7 37.2 36.8 36.4 36.1 35.9 15 40.1 .0 38.2 37.7 3T2 36.8 36.4 36.1 35.9 Tables are valld for the following conditions only: -43.4 -42.4 -41.6' -41.1 -40.6 -40.2 -39.8 -39.5 -39.3 -53.6 1.5 -50.0 -48.9 -47.9 -47.1 -46.4 45.8 -45.2 1 Wind Speed,(V,,,,,3-second gust)= 175 mph 9.5 38.8 38.2 37.7 37.3 36.9 36.6 36.4 39.5 38.8 38.2 37.7 37.3 36.9 36.6 36.4 2 Risk Category:II(General Residential and Commercial -44.0 -43.0 -42.2 -41.6 -41.1 -40.7 -40.4 -40.1 -39.8 -54.4 -52.2 -50.7 -49.5 -48.6 -47.7 -47.0 -46.4 -45.9 Construction). 17 41.1 40.0 39.3 38.7 382 37.8 37.4 37.1 36.8 17 41.1 40.0 39.3 38.7 38.2 37.8 37.4 37.1 36.8 3 Exposure Category C -44.6 -43.5 -42.8 -42.2 -41.7 -41.3 -40.9 -40.6 -40.3 -55.1 -52.9 -51.4 -50.2 -49.2 -48.4 -47.6 -47.0 -46.5 4 Topographic Factor(Kv): L0(Flat Terrain) 78 41.6 40.5 39.7 39,1 38.6 38.2 37.9 37.5 37.3 18 41.6 40.5 39.7 39.1 38.6 38.2 37.9 37.5 37.3 5 Directionality Factor(Kd): 0.85 -45.1 -44.0 -43.3 -42.7 -42.2 -41.8 -41.4 -41.1 -40.8 -55.7 -53.5 -52.0 -50.8 -49.8 -48.9 -48.2 -47.6 -47.0 6 For situations requiring Kd=1.0,multiply the values in 19 42.1 41.0 40.2 39.6 39.1 38.7 38.3 38.0 37.7 19 42.1 41.0 40.2 39.6 39.1 38.7 38.3 38.0 37.7 these tables by 1.18. Verify Kd requirements with local -45.7 -44.6 -43.8 -43.2 -42.7 -42.2 -41.9 -41.5 -41.3 -56.4 -54.1 -52.6 -51.4 -50.4 -49.5 -48.8 -48.1 -47.6 building official and product approvals before use. 20 42.6 41.4 40.6 40.0 39.5 39.1 38.7 38.4 38.1 20 42.6 41.4 40.6 40.0 39.5 39.1 38.7 38.4 38.1 7 Enclosed Building:Gepi=0.18 -46.2 -45.0 -44.2 -43.6 -43.1 -42.7 -42.3 -42.0 -41.7 1 -57.0 -54.7 -53.1 -51.9 -50.9 -50.0 -49.3 -48.7 -48.11 Consult an Engineer for any other condltlons 22 43.4 42.3 41.5 40.8 40.3 39.9 39.5 39.2 38.9 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 -58.1 -55.8 -54.2 -53.0 -51.9 -51.1 -50.3 -49.6 -49.0 Instructions 24 44.2 43.1 42.2 41.6 41.1 40.6 40.2 39.9 39.6 24 44.2 43.1 42.2 41.6 41.1 40.6 40.2 39.9 39.6 1 Tables show the"worst case"design pressures,with any -48.0 -46.8 -46.0 -45.3 -44.8 -44.4 -44.0 -43.6 -43.3 -59.2 -56.9 -55.2 -53.9 -52.9 -52.0 -51.2 -50.6 -50.0 unknown variable at its critical condition. 26 45.0 43.8 42.9 42.3 41.8 41.3 40.9 40.6 40.3 26 45.0 43.8 42.9 42.3 41.8 41.3 40.9 40.6 40.3 2 Tables are valid for any roof slope. For reductions for roof -48.8 47.6 -46.8 -46.1 -45.6 -45.1 -44.7 -44.4 -44.1 -60.2 -57.8 -56.2 -54.9 -53.8 -52.9 -52.1 -51 A -50.8 slopes less than 10 degrees,consult Engineer for site 28 45.7 44.5 43.6 43.0 42.4 42.0 41.6 412 40.9 28 45.7 44.5 43.6 43.0 42.4 42.0 41.6 41.2 40.9 specific analysis. -49.5 -48.3 -47.5 -46.8 -46.3 -45.8 -45.4 -45.1 -44.8 -61.2 -58.8 -57.0 -55.7 -54.6 -53.7 -52.9 -52.2 -51.61 3 Calculate the average roof height. If average cannot be 30 46.3 45.1 44.3 43.6 43.0 42.6 42.2 41.8 41.5 30 46.3 45.1 44.3 43.6 43.0 42.6 42.2 41.8 41.5 determined,use the peak roof height. Round up the roof -50.3148.9 .0 -48.2 -47.5 -47.0 -46.5 -46.1 -45.7 -45.4 -62.1 -59.6 -57.9 -56.5 -55.4 -54.5 -53.7 -53.0 -52.4 height to the next highest table value. 4T07 44.9 44.2 43.6 43.2 42.7 42.4 42.1 47.0 45.7 44.9 44.2 43.6 43.2 42.7 42.4 42.1 4 Calculate the tributary area(length x height)of the opening 32 -51,07 -48.8 -48.2 -47.6 -47.1 -46.7 -46.4 -46.0 32 -62.9 -60.4 -58.7 -57.3 -56.2 -55.3 -54.4 -53.7 -53.1 in question.Round the tributary area down to the next 34 47,6 .3 45.4 44.7 44.2 43.7 43.3 42.9 42.6 34 47.6 46.3 45.4 44.7 44.2 43.7 43.3 42.9 42.6 smallest table value.If the tributary area is unknown,use -51.6 .4 -49.5 -48.8 -48.2 -47.7 -47.3 -47.0 -46.6 -63.7 -61.2 -59.4 -58.0 -56.9 -56.0 -55.1 -54.4 -53.8 the most critical value(10 square feet). 36 482 .9 46.0 45.3 44.7 44.2 43.8 43.4 43.1 36 48.2 46.9 46.0 45.3 44.7 44.2 43.8 43.4 43.1 5 Area between structural mullions shall be used as tributary -52.2 .0 .-50.1 -49.4 -48.8 -48.3 -47.9 -47.5 -47.2 -64.5 -61.9 -60.1 -58.7 -57.6 -56.6 -55.8 -55.1 -54.4 area. 38 48.74 46.5 45.8 45.2 44.7 44.3 43.9 43.6 48.7 47.4 46.5 45.8 45.2 44.7 44.3 43.9 43.6 6 Determine the Zone(Interior 4,or Exterior S)of the -52.8 .6 -50.6 -49.9 -49.4 -48.9 -48.4 -48.1 -47.7 38 -65.2 -62.7 -60.8 -59.4 -58.3 -57.3 -56.4 -55.7 -55.0 opening. An opening with any portion closer than distance 40 49.29 47.0 46.3 45.7 45.2 44.8 44.4 44.1 40 49.2 47.9 47.0 46.3 45.7 45.2 44.8 44.4 44.1 °a"to a building comer shall be considered in an Exterior -53.4 .1 -51.2 -50.5 -49.9 -49.4 -49.0 -48.6 -48.3 -65.9 -63.3 -61.5 -60.1 -58.9 -57.9 -57.1 -56.3 -55.6 Zone(5),otherwise if all of the opening falls more than 50.29 48.0 472 46.6 46.1 457 45.3 45.0 50.2 48.9 48.0 47.2 46.6 46.1 45.7 45.3 45.0 distance"a"from a building comer,the opening shall be 44 44 considered in an Interior Zone(4). -54.5 .2 -52.2 -51.5 -50.9 -50.4 -50.0 -49.6 -49.2 -673 -64.6 -62.7 -61.3 -601 -59.t -58.2 -57.4 -56.848 5128 48.9 48.1 47.5 47.0 46.6 46.2 45.8 4851.2 49.8 48.9 48.1 475 47.0 46.6 46.2 45.8 7 Distance"a,"as refered to above,shall be calculated as the -55.52 -53.2 -52.5 -51.8 -51.3 -50.9 -50.5 -50.1 -68.5 -65.8 -63.9 -62.4 -61.2 -60.2 -59.3 -58.5 -57.8 smaller of 10%ofthe minimum building width or 40%of 52 52.07 49.7 48.9 48.3 47.8 47.3 46.9 46.6 52 52.0 50.7 49.7 48.9 48.3 47.8 47.3 46.9 46.6 the height,but t les than 3.feet. -56.4 -55.1 -54.1 -53.3 -52.7 -52.2 -51.8 -51.4 -51.0 -69.7 -66.9 -65.0 -63.5 -62.2 -61.2 -60.3 -5 •-51. C 4ad it yorst`asarposilive and negative design pressures 52.9 51.5 50.5 49.7 49.1 48.5 48.1 47.7 47.3 52.9 51.5 50.5 49.7 49.1 48.5 48.1 41D7 47.3 • •far us*as Rquikd fit,gdbe ing building department. 56 -57.3 -55.9 -54.9 -54.2 -53.6 -53.0 -52.6 -52.2 -51.8 56 -70.8 -68.0 -66.0 -64.5 -63.2 -62.2 -61.2 -60. 59. • • • • ••. �• 60 53.6 52.2 51.2 50.4 49.8 49.3 48.8 48.4 48.0 60 53.6 52.2 51.2 50.4 49.8 49.3 48.8 4S 41. • •• • • • •• -58.2 -56.8 -55.8 -55.0 -54.3 -53.8 -53.3 -52.9 -52.6 -71.8 -69.0 -67.0 -65.4 -64.1 -63.1 -62.1 -61.3 -60.6 General Notes I These tables list allowable pressures(W,d),given as 0.6*W"i„where W"„is the wind pressure calculated in accordance with Chapters 26 and 30 ••• • •• •e• • • • of ASCE 7-10 using the ultimate design wind speed(Vult)and the variables given herein. • *Er • :**Di talilly signed by Em a 2 These tables are not valid as a site-specific drawing • �l • •T.WlAnger,P.E.FL 500 49 3 These tables apply to walls and vertical surfaces only. ••• • ••• *Date:2013.05.21 15:26:i2 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. -0400' 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. • • Dote: •Ahayo2lt 20130 • N:t Vand:vitUp .Signgjure qtd Raised Embossed Seal • • •• •• • • • •• •• M IAMI•DiADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION ® DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamiaade.gov/building Town & Country Industries A division of ABC Supply Co.,Inc. 400 West McNab Road •••• Ft.Lauderdale,Florida 33309 . . .... ...... SCOPE: ...;.. ..:. ....:. This NOA is being issued under the applicable rules and regulations governing the use of coustructien materials.� • The documentation submitted has been reviewed and accepted by Miami-Dade County AER-Product CO mtrol ••;••. Section to be used in Miami Dade County and other areas where allowed by the Authorkyliftling Juiisdirtion (AHJ). .. .. 0000 ...... This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Aroi!44 ConV016 0 0. Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve Ae r;&4t to hoe..; this product or material tested for quality assurance purposes. If this product or material fails to•�rfo*n in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.050"(min.)Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No.08-351,titled"0.050"Aluminum Storm Panel",sheets 1 through 6 of 6,prepared by Knezevich Associates Consulting Engineers,dated September 01,2008,last revision#1 dated October 21,2011,signed and sealed by V.J.Knezevich,P.E. on October 21, 2011 bearing the Miami-Dade County Product Control Revision stamp with the notice of Acceptance number and the expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo,Miami,FL or Tampa, FL and the following statement: "Miami-Dade County Product Control Approved",and NOA number,per TAS-201, TAS-202, and TAS-203,unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official This NOA revises NOA#10-0929.04 and consists of this page 1,evidence submitted pages E-1, E-2,&E-3'as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A.Makar,P.E.,M.S. MIAM �//�//(J NOA No. 12-0406.08 bDADE COUNTY ! •, Expiration Date: 11/16/2015 Approval Date: 09/06/2012 Page 1 a. Town& Country Industries A division of ABC Supply Co.,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#00-0809.03 A. DRAWINGS: 1. Drawing Number 00-159, titled " 0.050"Aluminum Storm Panel". sheets 1 0000 through 6 of 6,prepared by Knezevich&Associates, dated August 1, 2009,tgst revision#1 dated October 26, 2000, signed and sealed by V. ff.,^4zevich,P& •' B. TESTS: 000006 0000 0000.. 000000 0 0000.. 1. Test report on Large Missile Impact Test, Cyclic Wind Pressures Te§t anct f1mylprm ' Static Air Pressure Test on 0.050"aluminum storm panels,pr VVYn d by 4'o?M%uctio i;,,• Testing Corporation, Test Report No. CTC 00-028 dated 061VV.40, sigtWo ptrd ...... sealed by Christopher G. Tyson, P.E. so 0000.. 0000.. C. CALCULATIONS: :0000: 1. Comparative Analysis and Anchor Analysis, dated 071121200d,•p0 1 thPog ' 56,prepared by Knezevich &Associates, Inc., signed and sealed by V. J. • Knezevich, P.E. 2. Comparative Analysis, dated 1012612000,pages 1 through 3,prepared by Knezevich &Associates, Inc., signed by V. J. Knezevich, P.E. D. MATERIAL CERTIFICATION: 1. Mill Certified Inspection Report of coils,for Aluminum Alloy 3004-H34 by Jupiter Aluminum Corp. with physical properties. 2. Certified Tensile Test Report by Certified Testing Laboratories, Report No. CTL- 592F dated 0612612000,for Aluminum Alloy, signed and sealed by Ramsh Patel, P.E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#03-0421.13 A. DRAWINGS 1. Drawing No. 03-259, titled " 0.050"Aluminum Storm Panel ", sheets I through 6 of 6, prepared by Knezevich & Associates, Inc., dated April 04, 2003, last revision #1 dated September 23, 2003 signed and sealed by V.J. Knezevich, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSOURANCE 1. By Miami-Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. kde�n_ nOWi A.Makar,P.E.,M.S. Product Control Unit Supervisor NOA No. 12-0406.08 Expiration Date: 11/16/2015 Approval Date: 09/06/2012 E-1 Town & Country Industries A division of ABC Supply Co.,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#05-0713.03 A. DRAWINGS 1. Drawing No. 05-353, titled " 0.050"Aluminum Storm Panel ", sheets 1 througb.6 of 6, prepared by Thornton-Tomasetti Group, dated June 29, 2005, last re;k&x•#0 .... •• dated June 29, 2005 signed and sealed by V.J. Knezevich, P.E. • .. 0000 • 006..0 6666 .0000. 000 B. TESTS • 0.. 0000. 1. None. ••666 0• 0 . 0 0 0000 .. ..�..0 66666. . 6 66666 C. CALCULATIONS .. .. .. .. 0000.0 1. Anchor Analysis, dated June 15, 2005, 39 pages,prepared by Thor xetexaTomasetti •0 Group, signed and sealed by V. J. Knezevich, P.E. 0000.. :0000: 000 666666 D. QUALITY ASSOURANCE •6 0• • 1. By Miami-Dade County Building Code Compliance Office, E. MATERIAL CERTIFICATIONS 1. None. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#09-0114.05 A. DRAWINGS 1. Drawing No. 08-351, titled " 0.050"Aluminum Storm Panel ", sheets I through 6 of 6,prepared by Knezevich Associates Consulting Engineers, dated September 01, 2008, signed and sealed by V J. Knezevich, P.E., on September 03, 2008. B. TESTS 1. None. C. CALCULATIONS 1. Anchor Analysis, dated September 09, 2008, 19 pages, prepared by Knezevich Associates Consulting Engineers, dated September 01, 2008, signed and sealed by V.J Knezevich, P.E., on September 03, 2008. D. QUALITY ASSOURANCE 1. By Miami-Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. my A.'Makar,P.E.,M.S. Product Control Unit Supervisor NOA No. 12-0406.08 Expiration Date: 11/16/2015 Approval Date: 09/06/2012 E-2 Town& Country Industries A division of ABC Supply Co., Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL# 10-0929.04 A. DRAWINGS 1. None. .... B. TESTS • 1. Test report on Large Missile Impact Test and Cyclic Wind PressuPP VA on 0.710" Aluminum Storm Panels,prepared by Hurricane Test Laboratory;Z�;�';Test lZ,epart No........ • HTL 0353-0804-10, dated 09/07/2010, signed and sealed by Vinu•J.AkPahaA, PX ••••• ...... . . ..... C. CALCULATIONS • .. .. .. .. ...... 1. None. •. . . . . ...... D. QUALITY ASSOURANCE00 0 ••• •• 1. By Miami-Dade County Building Code Compliance Office. • E. MATERIAL CERTIFICATIONS 1. None. 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 08-351, titled " 0.050"Aluminum Storm Panel ", sheets 1 through 6 of 6, prepared by Knezevich Associates Consulting Engineers, dated September 01, 2008, last revision #1 dated October 21, 2011, signed and sealed by V J. Knezevich, P.E. on October 21, 2011. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSOURANCE 1. By Miami-Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. F. OTHERS 1. FBC 2010 edition compliance letter, prepared by Knezevich Associates Consulting Engineers, dated February 10, 2012, signed and sealed by V.J Knezevich, P.E. flermy A.Makar,P.E.,M.S. Product Control Unit Supervisor NOA No. 12-0406.08 Expiration Date: 11/16/2015 Approval Date: 09/06/2012 E-3 0.0 ' MINUM STORM PANEL LABEL LOCATION •, +2.02„. 2 02„ 1/4-20 MACHINE 2.250" 0"3.00"MAX. 2.250" /4-20 MACHINE CR W 12" + 1.05" 1.05"MIN. '062" SCR tID12"OA ISi 0 O.C�ST u (TV�.1- o a 2.25 No IR VERSED)Y BIE REVERSEO)o r^ E TY 07" 00 {1-.1-7{ .07" oo N N .094"T P. 094"T P .o .101" 4" t o SEE NOTE N I I SEE NOTE s s 0 s ;r .09t� N .0 + 4 125- TYP 11" 091"TY N 110.10 No.10 o a ry a Ui �" ,12.00"[OVERAGE � 6.000"COVERAGE 11.062' m 0 r c ° r '1 ri c O¢g^ 2.00"MIN. 2.00" e,aa!! m_ 5,00"MAX. []OqO14 375" 8.3 2'• 7 .375" " TTvvii.�< 5$ .03D" 2.000" 2.020" rA OSTORM PANEL 1 B HALF STORM PANE O'W HEADER O'W HEADER 3a BUILD-OUT"U"HEADER O STUD ANGLE 4a STUD ANGLE cn SCALE+3".1'-D" SCALE+3".1'-0" SCALE�3".1'-0' SCALE+3".1'-0" SCALE,3".1'-0" SCALE.3"=7'-0" SCALE+3".1'-0" 3.38 •376" .376" ,,g75�� • _1.525" k,0101' "' .190' .190' , ' 7 1 om 1/4-20 MACHINE 1 "TYP .°° 886" • r m 563"0 3 ®®® a ggCR��yy�B12"O.0(STUD �.375"R r DIRECTION MAY 090" " m TYP." 177" 0.09 .0 0t3ITYP.1 65 m 313" 465" 655; 440"- 30" �• xay. u BE REVERSED( o � 5o"� 7550o 65': 55"a Z5' ' > N N 215" _ I •�15"x. 210.090 (TYP.)91" .090,. 060"1,00"MIN. .315"R ��--377 ------ o o n 120 GA.GAILY.STEEL GR 40.692" 5.00"MA%. SY 7 OR 0.050"6063-T6 ALUM) 2.00" /OPTIONAL , LEG DIRECTION (ZAMAC3 ALLOY) KEYHOLE OSTUD ANGLE O ANGLE OGTRACK(FINISH) O C-TRACK O BUILD-OUT F-TRACK O"F"TRACK BB 'F'ANGLE-TRACK O WING NUT TO WASHER 2-SCALE.3".T-0" 5 SCALE,3'.T-0" 6 SCALE,HALF SIZE 68 SCALE,HALF SIZE 7 SCALE+HALF SIZE B SCALE,HALF SIZE SCALE,HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE pg C m FASTENER 12"O.C.PpOR DESIGN LOADS a 4 GENERAL NOTES: `r r s- LESS THAN OR EQUAL TO 110 P.S.F. 1. T p �y -PQ�,y Ld T HU C� Y L E F 0"O.C.FOR DESIGN To GREATER P Vf �]�{¢TU 0 a5♦7 � �Z^ THAN 110 P.S.F.(SEE ANCHOR SCHEDULE V 1119 D g V tl t fl �l tlig N C�O FOR ANY ACCEPTABLE ANCHOR) = , ryU$RN5ppESE INE HH 11 1A LE Tp[OSRI 1�p 9LH I U F 1iE SES N pF 1•H 2,PEgPt3tF7E WINOrI.C,g40T�YIRpA°NTION F6ApC�TOg%jCOt?..6PWNgApSSi1SQpENJFTiRy/W¢U�017p1QAfi SCHEN�pJ i PLAN Q"N "MA% 3,p °1� )JTSIIN ACCORDANCE WITH°THE NRERNTNG CODEHANO GOV ING VI W 1 ALUM.ANGLE - R w CLOSURE PIECE b aGVAL ocUNeN�s pne uH�¢p�[ANn D NST�N x 2"x 0.125"MIN.TO 4.NASA APSPECIPIC APPLICATION oP TMIS SHUTTER RYS7EM.[LUDE INFORMATION Lmax..SEE STORM PANEL SPAN 2"x 5"x 0.125"MAX. EXISTING CONCRETE TE HOLLOW CONCRETE LOCK 5.((11S5F of THggp APPp�V�It�%{UME�jaO4ESHALI COMPLY WITH CHAPTER 61G15-23 SCHEDULE-TABLE 1 TRAP MOUNT CLOSURE DETAIL OR WOOD FRAMING.SEE OP THE FLORIDA ADMIN 1VE TYPICAL HORIZONTAL ELEVATION ANCHOR SCHED.BASED 6.IGyp��(jr�PP jy� z Affil P O Y�� T S SCALE,1/4".i'-0" 5H�TTER OVERLAP SHALL BE ON TYPE OF STRUCTURE DEF � 1 kF R R I �I 1AR A MINIMUM A 15 TIMES THE g A WIDTH UNLIMITED SIDDE CLEARANCE BETWEEN L 7. �1��FIICAATIp (TIONS TO THESE APPROVAL DOCUMENTS WILL VOID (PERPENDICULAR TO THE SHUTT R AND WALL THE hAIPPIdOVAL OppNN�pTEp}'N�ggp T gE pRUy L p PANEL SPAN) TOP MOUNT 1/4" ° €DING OFkT�iAl°MAY ELEC7E1 TFIIFOLEOWPP�G OPTION5,0[UMENTS, THE TYPICAL SECTIONS MAX. ppp� 6 AI U THA g s F Q UME E$�F.pP A OR �IEQ�pAJ pfd ---T-�- ALUM.ANGLE 1 FASTENER 12"0•C.FOR L Ip A �k.]yykFi��T•R) 315"0 BUILD-OUT CLx 2uRz 0.12SE MIN,TO EDESIGN QUAL TO 11�PSEF.bTH 811 O C. A -A CdRdITIpN IIILDWdbP IC1AC 2"z S'x°.125"MAXI FOR DESIGN LOADS GREATER BI 1 Tag ��y{' Pgq� pF;0CTf& kPP1�fAap R AND tu \'• 1,Op" THAN 110 P.S,F,(SEE ANCHOR yr�ESN TMRE g PE OMNu uuNNIUUAEE '-'AA/1��NN�66Cf7CUCN7Y PITRIIONOUTC7H MION ELOpI 11Upp N \ �I 1 EXISTING CONCRETE. SCHED.FOR ANY ACCEPTABLE 9 ZONE ARIAS ONLY bBTWN'6'SFIALE BE ACCEPTED BY THE B 7L:bINp OPPI[PAL! <m PLAN HOLLOW CONCRETE BLOCK ANCHOR( y T1 uR w 1 H v [Tv [ E a F ylE \' 650" OR WOOD FRAMING.SEE 9,pIpNO1'F�nD1�UCT��MMppARKKINag gl1pLL 9E y��T{�IN�y 0p ON! N UP T11E PpN 1�WI1•� ANCHOR SCHED.BASED AS FOYMOIWSON!MARKING VER PANEL AND SHALL tfE I;ERMANINTL IABELEO HOLE S�T " I �mpl g cT REVISED ' w ON TYPE OF STRUC. rowN b uNTRY1N0I1STMES N BUILD-OUT MOUNT CLOSURE DETAIL Bui)dingcoae FT.UI�DERDALE FL. WQr 1 ��-^`'\ Acceptance No O 0 ,o J lfe��vmi - 8T p�.1 pps�E�S gHMIILALM94(DAgDOE06CD/IDYRPRSOUDIDJVCTTAPPSRLOl1V�E1�D��M IJ 1 4" Ir to Dat! 11 tO.POLOLOWING MINIMUM THICKNESS ANU NEI:HANII:AL4PROPERTIV!%811NAR.Al� a a ��AI► • f xP l /; 315"0 • •• 11.ALLIL�EXTRUSIONS SMALL BE 996110�I663L-T6EALUMINUM �ZALLOY,U.O.N E Q /, I 1 0' I MAX. � 1 • • • Y �a du11191111111 ct Conlrol•� � .-. 12.A MINIMUM TENSIL�GTH OF 60 K.5.1�U.O.NCEO OaRESpTAINpLEpS�Sp SCTENEpL�TWIIHTH J N �' •5" � • •• • • ••� T 13.a ply@OaIQ}� 8 } U �y T��f LH PA APVILILABLOE,EXFEP \•' 0 0 ,� XISTIN �pNCRrTi,• • •• • • U��1� ��f PTShIb ANG"IP' ;40[ MUfl71O�WTI"ON3 14Y HOLE SLOT OR WOOD FRAMING BLOCK uxOtEO TYP. BOTTOM MOUNT WALL MOUNT CLOSURE DETAIL �/• �M+ °x''',, 09(0//2W8, TYPICAL VERTICAL ELEVATION TYPIC/*L CLgV&E DETAHA (PL6*• • �''"� SCALE,1/4".r-0" SCADIE'1.1/2"0 r-0" i"T-• 3-�j1QRly�wvK PROTECTION sheet 1 of 6 C:\,MIDI_Pmjects\MlDlsparata_CAD\V3Knezwlch\CAD2008\Town and_Counby\OS-35l\R1-sub\08.351.Ol.dwg,10/25/20118:39:02 AM,ledger,1:1.02329,wwwAlasparate.com •• •• • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• ••• ••• •• •• 0.050'ALUMINUM STORM PANEL C1 CONNECTION TYPE EXISTING CONCRETE, EXISTING CONCRETE, OPTIONAL LEG DIRECTION REFERENCE ANCHOR HOLLOW CONCRETE BLOCK OR HOLLOW CONCRETE BLOCK OR CONNECnON TYPE SCHEDULE FOR MAX. WOOD FRAMING CONNECTION TYPE (TVP TOP AND BOTTOM) 1 CONNECTION TYPE SPACING C% REFERENCE ANCHOR REFERENCE ANCHOR 8 SCHEDULE FOR MAX. SCHEDULE FOR MAX. M ... SPACING i' SPACING EXISTING CONCRETE �7 HOLLOW CONCRETE hLOCK OR C{ F LC''''ll m F /2 2 1/4"MAX, 5 1/4"MAX. WOOD FRAMING w R M ITYP.TOP AND BOTTOM) 9 < n w C031 �` w +I 3 EXISTING CONCRETE 'a''S• 2 J EXISTING w W a 4 rA t w HOLLOW CONCRETE MOCK OR i 8 ': 7 GLAZING <4 +..Ei''•1, Z w WOOD FRAMING EXISTING a F �• � SEE MIN. =I- EXISTING u Q REFERENCE ANCHOR GLAZING &_L11 o w STORM PANEL a: I GLAZING 1 B"' SCHEDULE FOR MAX. 5EE MIN. I-w �• � SEPARATIgN O w L 6 FROM GLASS 1 H mo _ SPACING STORM n1 W V�f"'• TABLE 2 w w SEE M •j 1/4"MAX• TABLE yASS N 6TORM PANEL w Ow N '� x N W aN D til• H SEPARATION Iwq S �/ W m G ^ Z FROM GLASS TABLE 2 w 4'4 �` a N R� ow� . 4 4 4 q N ;1<4 EVERSED j a l EXISTING 10 g 9 yl GLAZING EE MIN. M 1 STORM PANEL o .� SEPARATION 1 CONNECnON TYPE 1/4"MAX. ` FROM GLASS g �a REFERENCE ANCHORTABLE 2 SCHEDULE FOR MAX.C1 CONNECTWN TYPE E i/4"MAX. FASTENER 6"O.C.ORt.12"12"O.C.BUT DO NOT s SPACING REFERENCE ANCHOR _ 5 g2 OPTIONAL TOP MOUNTING M EXCEED ANCHOR SCHE6ULE SPACING.USE 8o SCHEDULE FOR MAX. T. 1°° REMOVABLE ANCHORS ONLY W/KEYHOLE 5 T SPACING— ;y 1/4-20 MACHINE BOLT WITH WASHER.LOCATE FASTENER IN NARROW 0 TIONAL LOCK NUT 12"D.C. PORTION OF KEYHOLE WASHER C1 CONNECTION TYPE LEG DIRECTION (TYP.TOp BOTTOM) C7 REFERENCE NTYPE •a REFERENCE ANCHOR SCHEDULE FOR MAX.SPACING h'a O WALL MOUNT SECTION BUILD-OUT MOUNT SECTION THREE 1/4"Tax MIN.4•' �^ OB F TRACKIDIRECI MOUNT SECTION SCALEI 3".1'-0" SCALEi 3".1'-0" LONG WOOD LAG SCREWS 24"O.C.MO W000 AX.WITH 1-3/4" 0 EXISTING ETE �MBEDMENT INT NCR ETE LOCK OR MEMBER i-1/2"1-1/2 W000 FRAMING WOOD ROOF TRUSS OR FRAMING MEMBER „�. EMBEDMENT E SHALL BE PERPENDICULAR TO THE PANEL FACE S CONNECTION TYPE EXISTING u: EXISTING STUCCO QS REFERENCE ANCHOR GLAZING z vi I I FINISH OR PLYWOOD Q SCHEDULE FOR MAX. O ( II I1 SOFFIT E 'z- SPACING 1 N a .P 1/4., 1 Ny1n „n.ia'' ,r1 "._ c 1/4" ^•.t '// MAX. SEE MIN, °C3 a 2"x 5"x 1/8" MAX. . EXISTING STORM PANEL 4 4 9 1i O x CONT.ALUM. GLAZING SEPARATION '°<-C ANGLE OR 4" 3 •14x 3/4" u; 3 a W FROM GLASS �Z x 1/4"x CONT. TEK SCREW h Z m TABLE 2 ALUM.FLAT 12"O.C. 1 N O. a< �ETWEEN /•+ 1/4" u n PRODUCT'REVISED X DETAIL©('PASS THRU"SEC.)ANCHOR SCHEDULE TRUSSES as com 1 in With Wa Florida o: ' < MAX. EE MIN.STORM x O P Y g �vwl SEE MIN. O w 1/4"!POWERS /"0x MIN, -1/" L R Q1 114"0ITW 7APCON CAL IN W/7/0" PANEL SEP FR 2 E o Building CodaSTORM PANEL H j W/f_y/q"MW° IItt SCREW W%MINIMU .Ei Acce tenseNo �o SEPARATION _ EM!lOMENT i 1/4"4 THRU BOLTS P FROM gLA51 w W IC MIN.)BLOC7/a" 1/4-20 STAINLCSS 1_3/4"EMBEOMHNT a W/LOCK NUT 12•'O.C.x1= � S7ESHEAqR PAggqLLEL TABLE 2 W w EMB OM! SCREW OR PCRPENOICULAR FASTENER,SEE DETAIL gi Hy Y�KR P 4 4 9 i CONC. HOLLOW CONC. TO WOOD GRAIN QE ANCHOR SCHEDULE, rGLAZIN G < • •11 no}mxt m z MIS K10 Slue y• •• • • a ed- uct Co O I EQ D.aa Ktg W000 FOR MAX.SPACING • • • •T • 1 M1 .7 N 12" 4" T'• 12" pp, TWO 2"x • •• • •p • •° \ \ , 7.• S"x 1/8" C1 CONNECTION TYPE ya i �-i • ALUM.ANGLE REFERENCE ANCHOR • • �W •� • ,•\ ,lyo. 1/4"MAX. SCHEDULE FOR MAX. — 1� 1 •• • •• • LN • •• ` SPACING 9 CERENCEON TYPE EXISTING CONCRETE, .T'2. ,2'011 1°° 1 REFERENCE ANCHOR HOLLOW CONCRETE BLOCK 0 SCHEDULE FOR MAX. WOOD FRAMING.SEE DETAIL B' - tgTED SPACING r� r • .�' ""� � 09ro1J2008 O CEL' MOUNT SECTION 000 • 000 • • a SCALEI 3".I -0" E PASS THRU"SECTION F CEILIN MOUNT/WILD40UT SECbOIQ • 000 • • •6A-s�1 O SCALEi 3".1'_0•' O SCALEk 3"a J'-O" • • • • • • • •• • • • • • "'shedF2df6 C:LMIDI_PrOJecls\MIDI$Parate-CAD\VJKnezevich\CAD2008\Town end_Coant,V\08-351\RI-Sub\08.351-02,dwg,101241201111:57:39 PM, • 1' Ledger,1:1.02328,vAvwSODBParate.wm ••• • 000 • ••• • • • • ••• • • • •• •• ••• ••• •• •• WOOD ROOF TRUSS ONE 1/4"tax MIN.5"LONG 0.060'ALUMINUM STORM PANEL OR FRAMING MEMBER WOOD LAG SCREWS 1-1/2"1�/2" (�24"O.C.MAX.WITH r4 EXISTING STUCCO 2-1/2"EMBEDMENT TWO 1/4"Ox MIN,4"LONG FINISH OR PLYWOODs" Q INTO WOOD MEMBER STAINLESS STEEL SOFFIT WS' I- CS CONNECTION TYPE WOOD LAG SCREWS TWO 1/4"Ox MIN.4"LONG w USE 1/4"WOOD LAG SCREW OR 24"O.C.MAX.WITH EXISTING I I WOOD LAO SCREWS z 1" 1/4"EL[0-MALE/FEMALE _3/4"MIN.EMBEDMENT pp GLAZING I I 11 I lID 24"O.C.MAX.WITH PANELMATE REFERENCE ANCHOR INTO EXISTING W £t 2 1/2"EMBEDMENT to I SCHEDULE FOR MAX. MSTING STUDS INTO WOOD MEMBER F SPACING WOOD FRAMING 1"x 4"x 1/8" 1/4" x CONT.ALUM. I I MAX. FI 1/2" TUBE #14 x 3/4" V x 4"OR 1".x 6" -CON..3"x OR 4"x WOOD YP 062"CONT.ALUM. 3 r u; Ig I FRAMING REQUIRED 'X, TEK SCREW TUBE(6063-T6) .r z a 1/2"PLYWOOD I I 4 4 4 Cm 8"O.C. 0 #14 x 3/4" r_y d 1/4"MAX. C/] TEK SCREW N H 1/4" �• kt S MIN.STORM 6y!,12"O.C. 1O W r EXISTING MAX. d� P/+NEL SEP.FROM DETWEEN ° n GLAZING GLA55 TABLE 2 TRUSSES xX p x; w �. g JLC EE IN.STORM d� ,`{ 9 Z S �Ms a PANEL SEP.FRO d m GLASS TABLE 2 EMBEOMEN7 I a~ S 2"x 5"x 1/8"CONT. p w °"� �,'•, ALUM.STtu1DOED ANGLE I W/1/4-20 STUDSF- QO 12"D.C. 9 Ly •S 4, w W w T EXISTING w V 5 1 EMBEDMEN M 'A U GLAZING w M SEE MIN. 1 q z a r q a z STORM PANEL q E a R. E u SEPARATION B -r yaj u r f to FROM GLASS TWO 1/4"Ox MIN.4"LONG _ TABLE 2 a STAINLESS STEEL WOOD LAG SCREWS v eF 8 —C{CONNECTION TYPE 1/4" 5 ��II 24"O.C.MAX.WITH REFERENCE ANCHOR i-3/4"MIN.EMBEDMEN �• C i ;, 4 4a 4 MAX 1/4"MAX. :7 -1/ 2" SCHEDULE FOR MAX. IN CENTER OF STUDS '? 1/4"Ox MIN.2-1/2"LONG NNECTION TYPE SStt SPACING :' 'rt STAINLESS STEEL " 3�& W000 LAG SCREW 0 12"O.C. su REFERENCE ANCHOR 6 & T E SCHEDULE FOR MAX. 9 2"x 6"P.T.CONT. W/1-3/4"EM EOMEN w� SPACING XISTING CONCRETE, WOOD BLOCKIN INTO W00o LOCKING EXISTING CONCRE E, a HOLLOW CONCRETE BLOCK OR HOLLOW CONCRETE BLOCK OR WOOD OBUILD DOWN/BUILD-OUT SECTION H CEILING/BUILD-OUT MOUNT SECTION �WBUILD OUT/FFLOOR MOUNT SECTION li SCALE.3".1'-0" O SCALE.3".V-0" O SCALE.3".V-0" ; USE©OR6a WITH 1/4-20 x 3/4" MACHINE SCREW WITH.675"x.675" GLASS OR x.125"SQUARE DOOR t,. SCREW HEAD SEE MIN. 1 m STORM PANEL 6 F SEPARATION L - FROM GLASS r TABLE 2 1/2"O.D.x BUSHING I.D. 3/16" t- TO LOCK STRAP IN NYLON BUSHING to PLACE USE A THUMB Q OR 1/4-20 S.S.NUT(TYP.I -DETAILL w SCREW OR A TRUSS iw� yr HEEAAD BOLT tl1 a�yJ-t 1 Iw•J N� >i Zi� 8 nezev'41 . d 1 4-yy11 x3/4" • • 11Jlt�f .. a'I� tush , ME SCREIS C7 CONNECTIONTYPE TFFII''67SS x. 75• • • MB,--� REFERENCE ANCHOR 125"EOUARE • • • 'I,�.; SCHEDULE FOR MAX. I•g(REW H7A0• • ••• PRODUCTR13VISED EXISTING CONCRETE, SPACING • • • • • • • • m complying with the Florida " HOLLOW CONCRETE BLOCK OR • SWIG"IA.AND• • • •• Dodding Code h WOOD FRAMING 1/2"O.D.x 3/16" Acceptance No -o O oA t •� ZV�� MINIMUM NYLON FIN L ' O BUSHING OR 1/4-20 LOCATION Bxpl tion Date NOTE:USE OF DETAIL SHALL BE IN CONJUNCTION WITH AN 1/16 NUT(GALVANIZED) OF STUD •h•HEADER OR•U'HEADER TOP MOUNT MIN. By 09(01/2008 • ••• •• • • Mi ITled oduct contro ®C-TRACK ASSEHBLY-INSIDE MOUNT C-TRACK ASSEAOBLV- UPI • • • • C-TRACK ASSEMBLY(ISOMETRIC VIEW( SCALE.3".V-0" O SCALR HAL 517E • • ••• • •O N.T,S. ••• • • • • • • • • s P(6; C:LMIDLyrojects\MU)Isparate_CAD\VJKnaevlch\CAD2008\TowrLand_Country\08.351\Rl•sub\08.351�fdwg,10/A/2011 11:5Zhm,ZdP,1:1.02338,wvm;ICXs;&e.mn 0:0•• • • • • ••• • • • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • EXISTING WOOD 0.060'ALUMINUM STORM PANEL —EXISTING CONCRETE, FRAMING b 9 HOLLOW CONCRETE BLOCK OR u t 1"x 2" WOOD FRAMING 2..x 2„ ' I •'" EXISTING CONCRETE, 2"x 4"x 0.055"6063-T6 NON-STRUCTURAL FINISH r HOLLOW CONCRETE BLOCK OR 12,, x 5" ALUM.TUBE MATERIAL BRICK OR WOOD .. EO CS CONNECnoh TYPE WOOD FRAMING EMB b CONNECTION TYPE REFERENCE ANCHOR REFERENCE ANCHOR REP EORENCE ANCHOR ✓� EMBEDMENT I q SCHEDULE FOR MAX. SPACING E FOR MAX. SP EDULE FOR MAX. C SPACING -—- - CC�IINJ6G LLL( ��I 1/4" r ^,MAX. v w /4"MAX. �, S EXISTING- 0 w Lq /2.. 2 1/4"MAX. ;�000QQQ��I�I�I�• GLAZING 3 i SEE MIN. 7 a STORM PANEL S '``X, a �.a SEPARATION jr , FROM GLASS 0 EXISTING w w A• TABLE 2 N GLAZING <m ~ IL H EXISTING 0 w '� Wu SEE MIN. 2 GLAZING ~D .,S t!l u STORM PANEL N 7 'B," y y q M SEPARATION 1 0 W B 5 m Z FROM GLASS L4 x �' 1 TABLE 2 w B H >i �ffi e MAX, x.. N .rr„1; !;' ,•' 1/4-20 5.5.BOLT "+`'`, m= 9 v' F &NUT 8D 11”D.C. a 4 2"x5 x1/8" oa 4 4b q tea. le CONT.ALUM.ANGLE udi a 1/4-20 STUDS C2 CONNECTION TYPE +'.. (40 12"O.C. .r REFERENCE ANCHOR - SCHEDULE FOR MAX. w _ _ 1/4"MAX. ilk SPACING r-1/4"MAX. — C4CONNECIIONTYPE Yy� w. E Ct CONNECTION TYPE — REFERENCE ANCHOR J] .>i M ON ANCHOR I SCHEOULE FOR MAX, F r 1"x 2' b SCHEDULE FOR MAX. -1/ —III—III SPACING e EXISTING CONCRETE 2"x 4'•"0,055,6D63-T6 ALUM.TUBE SPACING _ K, HOLLOW CONCRETE HLOCKI2"x 5"I WALL MOUNT SECTIONNON-STRUCTURAL OR W000 FRAMING ©SCALE,3"x V-0" CONCRETE FINISH MATERIAL b & O WOOD CEILING/INSIDE MOUNT SECTION ©WALL MOUNT/BUILD OUT SECTION S SCALE.3".V-0" SCALE,3".V-0" O 'a 5"LONG HANDLE —EXI5T0144fi RIVETED TO PANEL S 1 mil C1 CONNECRON TYPE V-2" REFERENCE ANCHOR 1" 3/B"0 H0 E FOR 1/4-20 S.S.BOLT 1 SCHEDULE FOR MAX. FASTENING PANEL 1 &BOLT 8r WING LIT PUNCH 1/2"x T'HOLES IN SPACING __ ___ - (�24"O.C.ITYP.1 ADJACENT PANELS TO RECEIVE e 0 pAGE STgEL THIS BOLT W/PM NUT.PLACE tv•' q•f 0" m in ENT PLATE PANEL OVER EACH ADJACENT Rd/x 2"x /8" 1 PANEL AND FASTEN WINGNUTS ANGLE �' FROM THE INSIDE �MBEO. ----------- -- ' 1"OVERLAP Ex�gT�NG H� LaW 1 4" 9)TYP. \\\1}CONCRETE BLLO MAX. 0 EXISTIN (68AX.PANEL HEIGHT.7'-y'&MAX.DESIGN LOAD 172.00 P.S.F.) 11 V!- BAY WIDOW 1/4-20 x 1"MACHINE O INTERIOR FASTENING ANGLE ASSEMBLY 27 SCREW STUD WITH •• • • • • • + BL8 1 WAS ED WINGNU SCALE.1-1/2".V-0" \ 1/4-20 S.S.BOLT 12"O.C.(CONNECTS= • • • • • „ 1 TO ADJACENT PANEL) • • • • •f} DETAILS , ,_,NOTE: . I BOLT.0 WINGNU • •• • • ,•.•• t QD 24"O.C.(TYP. • • • • • • PRODUCT REVISED 1 20 AGE STEEL •• 000 •• • • • •• CTDH SE DETAILSTpryEEPII,CT THE { BENT PLATE 1"OVERLAP o FCRNAN OPENING WITp ST PANEL as comDuilding�COudo�Ihdie P � OR 2'• 2"�c�/8" WALL MOI�NTED INSTALLED FROM I SDE.USE Accc tante No/2-0 e ' SENT P6 ALU . 5"z 2"x 1/B"x CONI. 2-1/2"x 1-1/4" OP THESE D TAILS SHALL BE IN 6xpf el( a10 •o BENT PLATE " STUDDED ANGLE yy�IOE NOTCHES CON UNCTIO!WITH AN"h" /f"• tOTW MAX. • ,SIE SECTIO jJ T) ••• • •(TYP.BOTH SIDES) HE SER OR U'HEADER TOP BIG,' 09/Ol(10g$ MO NNNT Y • • • • • • • • • M emi Dad roduct Con of TYPICAL CORNER CLOSURE DETAILS (PLAN) ® OO T. INT RIOR AS NTNG D T L O E IC 08-351'. 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Yti Pl f1..Yt YI Yl IVI 0'05 L B•ttjt 0t L B t[ ii Yt 6 OI 011610[ E t OT,L OT f E;bt!L 6C b 11 61�SC,6t 01" lx N) 0r 1 -101.+/[•1/M NO7dY1 Mll pYI 1.1'11 DI•II H VIjYI Yl1 t VI X61 6[ 0'Eh G 6,0111 BIY[ L B ft 8 v[ 0[ 1t 11 ibt 6t E E 01�L Yt E'f1Zt BitC b 5 6T V[IPt 5)i 43,i7!L7a) S7!v7 E]!z3`l3 11 L' 6'bC�6 111 01,to, It, PC pt'bI'p[�0[I b[ f� f°YI!a 0S 615�btlbC lOt 9'L!bt�VtIOT It 310N 339) (C3LON334) IS BION ITS) 310N Q B Ot IV 2[ bt LC'b['..61`0I'bi bf VI YID V[ VI 01 6;Vt;it:0[ S'9:OC;b[! .¢�o O 3dA1 H01433NNO3 3dA1 N01021IN03 UAL N01133NN03 3191 +� 57 h)E3 Z3 13 57 h]E)Z7 L7 97 h7 E7 L]1] S]h]E7 L]t3 S] E l]' ]h]E7 L7 t7 l 131ON 339 131011336 131ON3 '%VW 3dAL U0110NV IT B10N 3341 ICILOMMO (t 31ON 339) (CHOLA 3IS) IC 8 It 310N 339) 3ION .,0'.21 ..0•.9 ,.0'.9 'WS'd 3dA1 NOIIDJNN03 3dA1 NO1433NN03 34A1 MOO153NN0 34AL N 1303NN03 "1,* N011]3NN03 3d Al N011 3NN07 318) Ol do SNVdS 'Ol do SNVdS oL do 9NVds Iml 3ONKS103003.U1Z'NW 3ONtl1SI03NO3.1'NN9 'XVw 3dUUGHONV gg 3ONV1SIO 39034/6'NIW OVOI 131011339 13111 3S MON 339 It 91-0-N Ws1131011336 1311133 .1.1.1 ®p SNVd90HV BOY01 N0163051101UYA90L03U1003U IS3WND ONOrd9 WOWatlI'IU3N3lSV3 ,.0-.Zl ..0-,Z, ..8-.9 ..0-,9 (M) W ainwHOS HOHONV Ol do SNVdS Ol do SNVdS OL do SHVdS OL do SNVdS 01 do SNVd$ 01 do SNVdS OVOI SNYdS OW 80VOtN01S3b[0WAlM IUIO03U(43113111)SNOWS WNWONW U3N31SYL .I: Mows 110HOW :tl 13NVd WHO1S WONIW(iii.090'0 0.060'ALUMINUM STORM PANEL 0� T MINIMUM STORM PANEL SEPARATION FROM GLASS TABLE 1 NOTES: C4 A POSITIVE m COLUMN 2 1. �TERMIN€BOTH THE POSI�IVEAND THE NEGATIVE TMAX.ALLOWABLE ACTUAL MLL MIN.SEP.FOR ALL IND LOAuS. CHECK THEIR ESPE TI E SPANS AND A DESIGN SPAN(LI INSESS INSTALLATIONS GREATER SE THE LESSER VALUE 0 THE TWO. B STORM PANELELPS.f.�l lFT-IN) THARADE THAN 30'ABOVE GRADE 2.FOR DESIGN LOADS BETWEEN TABULATED VALUESL SPAN SCHEDULE(INCHES) USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION E2 40.0 8-8 2-1/4 MAY BE USED TO DETERMINE ALLOWABLE SPANS. 1 V38 3-3/e POSITIVE OR SPAN FOR NEO PAN FOR POSNEGATIVE PRESSURE PRESSURE 2_1/2TABLE 2 NOTE: DESIGN LOAD (FT-IN) (FT-IN] a 3-1/4 (P.S.F.I R a 80:0 B-e 3 2-3/4 1.ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO 0 12'-0" 9-53-/4 DETERMINE MIN.STORM SHUTTER SEPARATION FROM .BM 4-0 1-1/2 GLASS. 70.0 8-8 3 3 .0 101-U, 9-0 1 S -1/4 55.0 10'-2" 4-0 3 1-1/2 60.0 9'-9" 9'-3" �a a BOA 8-4 3 362.0 9'-7" 9'-1" 80.0 4-9 3 2-3/4 " 65.0 9'-4" 8'-11r�yl 100.0 4-0 3 1-1/2 70.0 9'-0" 8'-7" 7-3 3 2-1/2 72.0 8'-11" 8'-4" 2 110.0 4-0 3 1-1/2 - 75.0 8'-8" 8' 6-9 3 2-3/8 80.0 B'-3" 7'-6" 120.0 3-0 3 1-1/2 90.0 7'-4" 6'-8" "� 8 ' 6-4 3 2-1/4 100.0 6'-7" 6'-0" 110.0 6'-0" 5'-5" 120.0 5' K9 . 130.0 5'-7" 4'-7" 140.0 4'-8" 150.0 4'-4" 8 pp8 e� U . :B91ch • • • • • • • • • PRODUCTRBVISED • • •• • • • • • as complying wish the Florida • •• • • • • ••• • Building Code < • • • • • • • • • Acceptance No Z- ¢O .Og •• ••• •• • • • •• Expi ton Date /s 0 ,Z Mif Oil ami Dade u t nlro 01/ ... . •• • • • • • • • • • sheetk916n` C:LMIDI Projects\M[D)spemte-CAD\V]KnezeNch\C'AD2008\Towr_end_Country\08-351\Rl.sub\08-3S3.08.d410/24viI 11:5/:500IAa er,4:1.02331,www.MRlsparaMcom ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • i I MIAMUDADE h3IANI1-DADE COUNTY MM PRODUCT CONTROL SECTION DEPARTNIENT OF REGULATORY AND ECONOiit'"f.0 RESOURCES(RER) 11805 SW i6 Street.Room 20$ BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-25559 NOTICE OF ACCEPTANCE (NOA) fnti�v.miamidade.Qov/econon�v 6 M.Windows LLC 2/j 3 G -7.) 601 NW 12"'Ave. 2/�j i J '1j / J Pompano Beach,FL 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Iviiami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER resolves the right to. revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "805"Aluminum Horizontal Rolling Window—L.M.T. APPROVALDOCUMENT: Drawing No.W08-81,titled"Series 805 Alum.Horizontal Rolling W'diA'. sheets 1 through 7 of 7, dated 09/19/08 with revision D dated 11/15/13, r e ;red tr Al—Far•ooc Corporation, signed and sealed by Javad Ahmad,P.E.,bearing the Miami—Dade Countx�jg4Vct CojtiTj Revision stamp with the Notice of Acceptance number and expiration date by the Miaryig—jzi"P County Product Control Section. .... .. MISSILE IMPACT RATING:Large and Sinall Missile Impact Resistant •••• •• ••••• LABELING: Each unit shall bear a permanent label with the manufacturer's nami:or sego ci{ystate 00 model/series, and following statement: "Miami-Dade County Product Control Approv4.lyiless otherwise • noted herein. : 0 : • • ••90% RENEWAL of this NOA shall be considered after-a renewal application has been fil$d VcLtherelhas been ,0966; no change in the applicable building code negatively affecting the performance of this product. • •. • TERMINATION of this NOA will occur after the expiration date or if there has been a revision or.change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or apy other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and reuews NOA#12-0321.02 and consists of this page I and evidence pages E-1,E-2 and E-3, as well as approyal.document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. MIAMI•DAbE COUNTY ;k' � NOA No.14-0107.08 „ Expiration Date: May 13,2019 20,2014 Approval Date: February z � l Page 1 I T. M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE, SUBNU T TED A. DRAWINGS i 1. Manufacturer's die drawings and sections. 2. Drawing No W08-81; titled"Series 805 Alum Horizontal Rolling Wdw.(L.M.I.)", sheets 1 through 7 of 7, dated 09/19%08,with revision D dated 11/15/13,prepared by Al—Farooq Corporation, signed and sealed by Javad Abrnad,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 along with marked up drawings and installation diagram of an aluminum horizontal rolling window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTI-5945,dated 07/31/09, signed and sealed by Julio E. Gonzalez,P.E. (Submitted under NOA No. 09-1110.02) 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS.202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FB C, TAS 201-94 .••••. 5) Cyclic Wind Pressure Loading per FBC,TAS 2Z)3-04- 6) ,'J3-046)Forced Entry Test,per FBC 24113.2.1, TAS242;J4, •�;,�• �•�,; along with marked—up drawings and installation diagram of an a1u)"41"horizontal rolling window,prepared by Fenestration Testing Laboratory,Inc.,Fest geporj-jor� • FTL-5457,dated 01/22/08, signed and sealed by Carlos S.Rionda,P.E • •• 00000 (Submitted under•NOA No. 09-0105.02) • • •••0 0 3. Test reports on: 1)Uniform Static Air Pressure Test, Loading per U. '� S 20119.47. .• 2)Large Missile Impact Test per FBC, TAS 20144 * : •••• 3) Cyclic Wind Pressure Loading per FBC, TAS 293—;h1. 00006 ;•,• along with marked—up drawings and installation diagram of aluminum horizoibtal • rolling window,prepared by Fenestration Testing Laboratory,Inc., Test Report."". 0 FI'L-5459, dated 01/17/08, signed and sealed by Michael R. Wenzel,P.E. (Srrbtrutted render NOA No. 09-0105.02) 4. Test reports on; 1)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked—up drawings and installation diagram of an aluminum horizontal rolling window(XO),prepared by Fenestration Testing Laboratory,Inc., Test Report No.FT1-3995,dated 11/13/03, signed and sealed by Edmundo Largaespada,P.E. (Srtbmitted under NOANo. 04-0120.01) Manuel Per z, E. Product Control Ex m er NOA No.14-0107.08 Expiration Date:-May 13,2019 Approval Date: February 20,2014 E-1 i 4 II T. M.Windows LLC j NO'T'ICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 5.. Test reports on: 1)Air infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5)Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal rolling window(XOX),prepared by Fenestration Testing Laboratory, Inc.,Test Report No.FTL-3946,dated 11/04/03,signed and sealed by Edmundo Largaespada, P.E. (Submitted un clef•NOA No. 04-0120.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, revised and updated to FBC-2010 on 02/27/12,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Submitted un derNOAi#09-1110.02) 2. Glazing complies with ASTM E1300-09 0000 0000 0000. D. QUALITY ASSURANCE •• •••• • 1. Miami-Dade Department of Regulatory and Economic ResourcesR� � 0000. 0000. 0000 .. E. MATERIAL CERTIFICATIONS ' ' • 0000 . .. 0000. 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont Delmnot s & Co.iIr�c. •• •• for their"DuPont SentryGlas©Interlayer"dated 08/25/11, expift g an 01/14 f 7'• '••••' 2. Notice of Acceptance No. 12-1231.10 issued to Eastman ChernXrV0;:npall (ItfIA) for their"Saflex Clear and Color Glass Interlayers" dated 0312°VH,pxpirinrcm ••�, 05/21/16. 0..0 ' •••••• 3. Notice of Acceptance No. 13-112.6.-20 issued to Allnex USA,Inc. for thea- ••••. "Uvekol®S Laminated Glass Interlayer", dated 02/20/14, expiring on 02/08/19. F. STATE,ME NTS 1. Statement letter of confoimance, complying with FBC-2010, dated November 18, 2013, issued by Al-Farooq Corporation, signed and sealed by Javad Alunad,P.E. 2. Statement letter of conformance, complying ,vith FBC-2010, and of no financial interest, dated February 27,2012, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Submitted under pre vio us NOA#12-0321.02) �,. Product ControlEx m ier NOA No. 7.08 Expiration Date: May 13,2019 Approval Date: February 20,2014 E-2 i T.N-1. Windows LLC I NO'T'ICE OF ACCEPTANCE: EVIDENCE SUBMITTED TED I i I I G. STA'T'EMENTS 3. Laboratory compliance letter for Test Report No.FT1-5945,issued by Fenestration Testing Laboratory, Inc., dated 07/31/09,signed and sealed by Julio E, Gonzalez, P.E (Sisbniitted uti(lerNOA#09 1110.02) 4. Laboratory compliance letter for Test Report No. FTL-5457,issued by Fenestration Testing Laboratory, Inc., dated 03/13/08, signed and sealed by Carlos S. Rionda,P.E. (Submitted wider NOA No. 09-0105.02) 4. Laboratory compliance letter for Test Report No.FTL--5459,issued by Fenestration Testing Laboratory,Inc., dated 02/21/08, signed and sealed by Michael R. Wenzel, P.E. (Submitted under NOA No. 09-0105.02) 5. Laboratory compliance letter for Test Report No.'s FTL-3946 and FTL-3995,issued by Fenestration Testing Laboratory, Inc.,dated 11/04- 13/03, both signed and sealed by Edmundo Largaespada,P.E. (Subinitted ander NOA No 04-0120.01) G. OTHERS 1. Notice of Acceptance No. 12-0321.02, issued to T. M. )A7indow,LLC,for their Series "805"Aluminum Horizontal Rolling Window-L.M.I., approved on 05/13/14 arxi•. expiring on 05/13/1=4. •0000• ••••• •• • •••• • • •••• :to • • • Manuel Perez; E. F-oduct ContrGIE. my er NOA No. 14-0I07.08 Expiration Date: May 13,2019 Approval Date: February 20,2014 E-3 3/16'ANN. GLASS 3/16"HEAT STREN'D GLASS.000" ADDL.ANCHOR RE00. afle Inleor An 090' Interl ycr FOR INSTALLATIONS INTO ` i Snflez Clear And Color Gloss DuPont SOntZGlas WOOD STRUCTURES OR I � T,q,, 1:5 By Tostinon Chemtcol Co.' By'E.I. DuPont Oe Nernours h Co., Inc.' THRU WOOD BUCKS INTO MASONRY J 3/16'ANTI. GLASS 74" MAX, _ _ I 3/1 G"HEAT STREN'O GLASS YlINDOW WIDTH �' c ti SILICOt1E 9 3/8" O F Ig SILICONE FALSE MUNTINS MAX. 6'X1A:<. —W m m DOW COR710ING 995 z m GE RG577110 (SURFACE APPLIED 6 HEAD HELD/SILL n. i N DOW CORNING 995 ) �"� SILL CORNERS O �I s I.(AY BE USED JI.,,II Ila-3_° o O asp H, 7/16"OVERALL GLASS w 7/16"OVERALL GLASS w N TYPE 'A' _ -- n o TY _I3' n oo -- n I} w 7 I I/8"TEMP.CLASS .I. _'%<:! i REND CUSS / 1/4"AIR SPACE 3 16"ANN. CLASS 120'Inlerloyer 120" Inlerla er tl I I II `t' I d Uvekol S Uvekol S y 1/6"ANN. GLASS i B By-Cytec IndusLries, Inc.' By'Cyto. Industries, Inc.' -090"Inlerloyer 1 Saflen Cleor And Color Gloss Ica ro By'Eastman Chemical Co.' —1 I 0 I I 3/IG"I1EAT SBEN'D CLASS 3/16"ANN. CLASS -- - —-_ — - 1/8"ANN. GLASS I "i SILICONE w SILICONE r SILICONE 32 7/8" 33 1 a 3 m GE RC57700 t /2" J - i z m GE RGS7700 Z O.L.OPG. D.L.OPG, d= I o I 00'i!CORNING 995 ? m GE RG57700 m 004!CORNING 995 = 001'/CORNING 995 \t7 13 'ILL' m u II 37 1/2" z i� Y n I'I n 13 I ii I n v 13A I VENT WIDTH ? N m roI ! 0 _ n I n I 6l �` w _ j °a � T i? XO OR OX SIZES — W I W J� 1LLY[6fU6I DESIGN LOAD RATING - PSr v 'D L�j JI FOR SIZES SHOWN ABOVE OR SMALLER C_-- rJ 1/Z"OVERALL GLASS 1/2"OVERALL GLASS J CUSS TYPE'A'__ CUSS TYPE'D' _CLASS TYPE'C' CUSS TYPF,'D' Ix—T. TYPO'E' ulTl j II/16"OVERALL INSUL. CLASS EXi.(+) INT.(—) EXT.(+) INT.(—) EXT,(+) INT.(—) _EXT.(+) INT.(—) EX7.(3-) INT.(—) 2 TYP+-�' TYPE 'D' TYPE 'G' 80.0 90.0 s0.0 130.0 sa.o sa.o ss.o ss.o 79.0 79.0 N I GLAZING OPTIONS LOADS SHOWN ABO ARE FOR WINDOW icNTS WITH SPRING LOADED ALUMINUM LATCHES, c� ° � FOR METALLIC SI' LATCHES LIMIT MAX, LOADS TO +80.0 PSF. NOTE: d g SERIES 805 GLASS CAPACITIES ON THIS SHEET ARE -I ALUMINUM HORIZONTAL _ROLLING IYDfl BASED ON ASTM E1300-09 (3 SEC. GUSTS) ° AND FLORIDA BUILDING COMMISSION m - DESIGN LOAD RATINGS FOR THESE WINDOWS TO 8E AS PER THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY VlTH THE DECLARATORY STATEMENT UCA05-UEC-219 CHARTS SHOWN ON SHEETS I 2 2. REQUIREMENTS OF TMBe FLO R BLIILDIRG CODE INL•LUI�IJC Vlt VELOCITY c` HURRICANE ZONE FIVHZ). • • • • • • THESE WIN0011iS%tRE Ri1TE0 FOR LARGE & SMALL MISSILE IMI CT. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY 510E • •• • • • • • WOOD BUCKS BY OTHERS, 1,Mlflr B[AMCHa2C(PPFbICRLY T&TRANSFER SHUTTERS ARE NO'(REOUIk£D. `— COMBINATIONS OF H.R./H.R. OR;HORIZONTAL ROLLING WITH OTHER LOADS TO THE STRUCINRE. • *0: • • • • • ,--.—_. MIAMI—DADE COUNTY APPR'D WINDOWS USING MIAMI—RADE COUNTY •• ••• • • • •• Engr:JAVPO A llA9 q APPROVED MULLIONS IN BETWEEN, ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS CIVIL PR(1DUCT RBVISIiU EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. FLA.OE 8 m complying With 1110 Florida I c LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL iG.A.N.3570592 3Building Cod. WILL APPLY TO ENTIRE SYSTEM. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE Accepfmtc0 No J [} NOT PART OF T14S APgVW%L. • ••• • t L o n 1 c.Plrauan Ont. ry(r�( 7;� A LOAD OURA70QN 41INCRf:SE IS USD ADESjCA OF AtaLS �ITO�Y/000 ONLY. �+ / '1 D)•J11 ,t�!EL-_-mgr 1.0 C - MC SUIT TOCTEEL/FETA♦' SdItEYR:, 'R'IAT �> � 1. F,�� 103,111103,111 mie l'roducl Control MATERIALS INCLUDIdrovring no. OME INTO CONTA•T IVITHOTHER MSSIMIUR MIIIT LILS SI-FLL�IF•E THE ! W(]8-8-1 REQUIREMENTSeW*THE PLORIOA 6000.COOE•SECTION 20OAA. _- shcel 1 0(7,T AODL.ANCHOR REVD. FOR INSTALLATIONS INTO WOOD STRUCTVRES OR _ THRU WOOD BUCKS INTO MASOI IRY r 11 MAX ADOL.ANCHOR REDD. FOR INSTALLATIONS INTO ►}T VIINOOl'f 1'fIDTH WOOD STRUCTURES OR 10 I 4" TI/RU WOOD BUCKS PITO MASONRY '---'-- - on FALSE MUNRNS 8" IAAX' It I"MAX' z (SURFACE APPLIED HEAD\SILL 9 3/8" Y1INDON IYIDTH 1- J— AT FIX. UTE MAX. 6°MAX. FALSE AIUNTINS AUY BE USED A 7A,AD\SILL HEAD/SILL (SURFACE APPLIED) 14 7/8" y' Q E cl a.I AT VENT CORNERS MAY BE USED MAX. .- _- 6"MAX. (Y p .0 I HEAD' I �~ I CORNERS o V H. ----- - I-N SILL qq 11 u I ry JL J1 II �I L7'OWoI of a!Q o SUcxi Li i' i/ I' D F_ a II I I II // I F ^ _ I q ' vaa wl n ii '/ I' c4 I j OILI �a0 11 I .�I -'✓ ` nI' ll/ �,I; .DO o i I II II m J o f __ fL I -I 'I --__]---__ ..1 w T -- rIt __ It ir ' B I ' It 1 ,I l3i _ — y 2 15T _ - 7/8' 33 1/2- 32 7/8- D.L.O.L. OPG. D.L. OPG. 24 5/8" SO"MAX. 24 S' z IIioHoti JU 1T,o D.L. OPG. U.LOPG. �37 5/8D.L.OPG. n37 5 B" n ° J.WIDTH VIDH 29 1/4" VENT T 29 1/4 VEYID71 la. n I G c~v i VENT SYIDTH - 0.-03 - z r. XOX SIZES TYPICAL ELEVATIONS IMXOX SIZES DESIGN LOAD RATING - PSF MAXIMUM DESIGN LOAD RATING - PSF OR SIZES SHOWN ABOVE OR SMALLER GLASS TYPE'A' USS TYPE'D` CL155 TYPB 'C' CL155 TYPE;'8' FOR SIZES SHOWN ABOVE OR SMALLER EXT.(+) INT.(-) .(+) INT.(-) E%T.(+) INT_(-) EXT.(+) INT.(-) CLASS TYPE'A' _CLASS TYPE'B' I I EXi.(+) INT.(-) EXT.(+) INT.(-) 4� 80.0 90.0 0.0 1J0.0 79.0 80.0 90.0 90.0 130.0 :o LOADS METALLIC ABOV ARE FOR WINDOI'!VENTS YlITI1 SPRING LOADED ALUM LATCHES, I! OR AIEIALIIC S1YE LATCHES LIMIT MAX.LOADS TO 180.0 PSF. LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUM LATCHES, FOR METALLIC SHEEP LATCHES LIMIT MAX.LOADS - -' TO 480.0 PSF. u, •• ••• •• • • • •• En9r:JA7X5 AHI.g10 1'ROI)UCT[LEVLSEU ' PC PCci"mplying%vi 11La PIPTida l i FLA. CA.N..753P592 Cutldin9C.dc I $ AcccPlnncc No 4'0107 p,� • ••• • ••• NOTA • lispimOml Dnle ��/ I = 1" • • • • • • GIA96 CAPACITIES ON THIS SHEET ARE II,,11; 'vvTT �i99 I)y?GfL�FI/ c�1��EfS��, Lc__ . • • • • Bpp,OrqTT• N SI E1300-09 3 SEC. GUSTS 4Y�1� l;I:f`?U1 Mimli'I Dade Pwducl GnlUolV 'drawing nu •• • • • • AsCOMMISSION'RIt It COMMISSION ! L , ••0 0• 0•• ••• DECLAR/.TORY•STATEMENT OCA05-DEC-219 1N08-31I r^heel ) Diol 7� L� •I TYPICAL ANCHORS FOR SPA \ TYPICAL ANCHORS I --- SEE ELEV. r 'I • Yf00D BUCK I GING �t / -SEE ELEV. I 'm x METAL FOR SPACING STRUCTURE __ ______ ______ _. iA /A •".� I ° _ 10 X38'PH Sh15 o rc _ .105" 1 - - - n' ° • J`�' t 2 PER CLIP O / •I IIMIMII-DAOE COUNTY APPROVED I, Z 10 3 •c e' = o = 1f ,t MULLION do IAULUON ANCHORS I J - \1A1 S ,\ N i� 1 r MIN. i SEE SEPARATE NOA I j I/U" 0 z n �to � ;;ti's„•:;;;� �0 M S 0 V G I 0(L 4'LONG jllf TYPICAL ANCHORS O Y11N0 LOAD CLIP TYPICAL ANCHORS �- ° SEE ELEV. 0 W /SEE ELEV. FOR SPACING FOR SPACING a¢ ry j z V elf 1'u”j WOOD BUCKS AND METAL STRUCTURE NOT 41 BY TM WINDOWS " " l MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. J SEALANTS: TYPICAL ANCI'IORS: SEE ELEV.FOR SPACING ALL FRAME AND VENT JOINTS AND CONNECTIONS SEALED WITH J/4" DIA. ULTRAGON By ' O' (x-177 KSI,FY-155 KSI) (Vi SILICONE OR ACRYLIC SEALANT. 0 r INTO 2BY WOOD BUCKS OR WOOD STRUCTURESPt -, o ai I ' „I•..,-._-. �' )YEEPHOLES: 1-1/2" MIN. PENETRATION INTO WOOD j¢ 7 THRU I DY BUCKS INTO GONG. OR MASONRY = J vi_j " W _ t WI 1-1/h".X I/4" WEEPHOLES WITH PLASTIC BAFFLE z _ { I d ? AT 4-7/8" FROM EACH ENO AND AT MIDSPAN 1-1/4" MIN. EMBED INTO GONG. OR MASONRY _. f o W N �'' ' 4V2•= 1-1/4" X 1/4" WEEPHOLES DIRECTLY INTO GONG. OR MASONRY ? Q 3 �I ' AT 4-7/8" FROM EACH E14D AND AT MIOSPAN 1-5/B. MIN. EMBED INTO CONC. OR MASONRY a W3 = 2" LONG WEEP NOTCH AT EACH END ❑3 W a W4 = 1" LONG WEEP NOTCH AT 32" FROM EACH ENO A/4' TEKS OR SFIE DRILLING SrAEVS(GRADE 5 CRS) d^ $2 0 o INTO METAL STRUCTURES z d v I I j STEEL : 0.105" MIN. (Fy = 36 KSI MIN.) 1 F ALUMINUM : 1/6" 'fHK. MIN. (6063-75 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) II it I I 'I #14 SIAS OR SIF DRI IN I I I iR W5 (GRADE 2 CRS) H I 1t 12"LONG u� SILL CUP ADAPTERINTO MIAMI-DAOE COUNTY APPROVED MULLIONS (MIN. THK. (NO SHIM SPACE) TYPICAL FD•E DISTANCE olr o F y Q - 6 INTO CONCRETE AND MASONRY - 2-1/2" MIN. °h INTO WOOD STRUCTURE = 1" MIN. Is INTO METAL STRUCTURE = 3/4" MIDI. a 26 yfJJ CONCRETE AT HEAD, SILL OR JAMBS Yc = 3000 PSI MIN. - © Y14! C-90 HOLLOW/FlLLED BLOCK AT JAMBS f'm - 2000 PSI MIN. i4 in .,: .JAVAD AIYAAD 1\F:D • • A" ...:•;i ••• • • Engr•y��— PROFIT ICT REV ! j CML ca dn„d iu '- ° ' ° a. • I _�- FLA.PE f 70502 Building Cadcl•illt the Flurid� 7 2 d, v C.A.N.3538 Accc„Inncu Nu *190 C r TYPICAL ANCHORS ' n \_ z8 I LSEE ELEV. P °• j Bx imdnn l}ale Gf� II - •.,1 . / 1 --I FOR SPACING ••.. •• " �I ••• • ••• Nov,:6. 1 �pLJdt4. UY441� �, `o—,'-?1.,,.•' w W J/ • /• I\T • ••• • • nlimui Uade Product Ca me(-� 1 dra lvinq� RO. Vll •IY�IGAL ANCHORS•/ •' •0 40 • • • • • - f j •3 PESO SUP • • • • • • t'~ .. ; 41ro�—a j- I isheel 3 of ? i • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4'SHIM 12 MAX. nD OE VENT WIDTH 25 10 I w METAL 1 21 I/4' AW(. STRUCTURE 15 B SHIMSIYPICAL ANCHORS m SEE ELEV. O • _`_ _ --- - FOR SPACING z F1N ° 0-1 N a 18 �, d;! ft, U i it 17 -'•---SCREENS OPT- -------- '---------- -`--------- ' 0 aa:> x - - - - _ - - - - - - - - TOY -• / ___ WBOD BUCKS 0 4 ti o TYPICAL ANCHORS 9 FY. cc N SEE ELEV. 4 16 W3U• .. FOR SPACING EXTERIOR 5 :1 - YlIH001Y YIIDTH xo I,nYovT � --__-- OX OPPOSITE !J m _ 1 1/4'SHIM ` VENT WIDTH 1/4'MAX. !cn oT VENT MOTH SHIMS mI 2 Y WOOD BOOK ley R 17000 BUCKS I p J _ <L N WOOD STRUCTUR oNm �l z .0<, l._--SCREENS OPT. - —� _ ° OR., �v�i F-�_a 'F..'j ---- ------ `-- J __......._-_ _ _ _ _ _ SCREENS OPi. __ EE ELEV. o -.____.__ FOR SPACING r 1 TYPICAL ANCHORS Illy— O.L.O. SEE ELEV. FOR SPACING EXTERIOR WINDOW WIDTH W2 Xox LAYOUT mWWI ` u TYPICAL ANCHORS 011u a SEE ELEV.FOR SPACING MIAMI-OADE COUNTY APPR,0 MULLION -. SEE SEPNiATE NOA • • • — i r===i VENTS WITH ; • •• • • • • ••• • i i i __—_ LERIN.G 'LOADED LATCHES •• ••• •• • • • •td❑ __ = En JAVAD A� r .rl l� 11 9c° .PItODUC"I'R6Vl5GD ! I 1 I I moi" CML os complying with Tho I'laild'i II II -- - '—'----I FIA.PE P 70592 _ m If II C.API:S57B Duilding Coda ' \ Ectcpinocc Na • ••• - - - - - - - -' �i i i xpiration umc- �,�'�?!ii<< • • • •- - _ - "- - il• II - -T 8AU SCREENS OPT, p�tT i( n •• • • i---'r—y---t ___ A1iimi)tdo Product Wultol r^dravriny no. EXTERIOR •- I ••• y1/UFj- •� i • ••• 'VANDOY7 WIDTH* • WINDOW WIDTH ---. _ ` _ I • •• •• • • • •• •• ••• • 0 0 ••• • • r _ I 1/4"SHIM ( O E�\ MAX' VENT 1'flOTN 3 METAL I� 24 1/4'MAX. STRUCTURE 15 B SHIMS TYPICAL ANCHDT:S Z n _ SEE ELEV. m J 1' 2 _ .FOR SPACING z W 0:O o.`o 17 ---_-__SCREENS OPT- -------- a - _ — - ••�-__--- �1%AOO BUCKS O 0 n qd TYPICAL ANCHORSSEE gq 16 w O N - FOR SPACING 4 EXTERIOR D.L.D. 5 U.Z Ln F �' I a V Ztmty< J I YlINOOY7 WIDTH Q w< i� __,_-_) OX LAYOUT ��- - —1 OX OPPOSITE I v 3 1/4'SHIM - VENT WIDTH I/4'MAX. N ^ -- --{ VENT WIDTH SHIMS 3 C, ,N X. 'A Y V/000 BUOOKK =r_�� — WOOD BUCKS o -1 U WOO STRUCTUR I - -- y_ In -- t O v� i Z a'- s 0CL ;I 2 'P _ -S --- ___ - -_- - CREENS OPT. -- J ` _ .. _ _ SCRECNS OPT.--- TYPICAL ANCHORS v SEF-ELEV.V FOR SPACING TYPICAL ANCHORS D.L.O. SEE ELEV. FOR SPACING EXTEPIOF ° - WINDOW WIOTH o m 4 XOX LAYOU'l' b LL + TYPICAL ANCHORS u SEE ELEV.FOR SPACING I,IWMI-DADS COUNTY APPR,B MULUON- - SEE SEPARATE I4OA 01 a o m "�I oI ct •• ••• • ct I F--- VENTS WITH ` o • • • • • • • • II I _- __ SWEEP LATCI'IES 11 II • • • • • • • • s❑_ -____-- I •• ••• • • • •• EnFL J CMLµl1' "I oUucT'REVISFl7 I I 1 FLA PE 10597 u 4 ling Ca11 UcT , Ic Nlonua I I I I C.A.4.app tU I 011 _ Aiccpl ccNo� • ••• _-_ ---_ •---_ •R I ------- SCREENS OPT. •! ! — -__ • • ------- - �� 000 • • • • • • • • • EXTERIOR • •• • • %INUOY!VYIDi • • I WINDOIY WIUIH -' I W08-811.� (slTect.5 of J ) I I 3.069- I-1.375 1.000 ITEM PADT QUAN'tl'IY DESGHlPT10N iGTERIAI. 1IANP.f5UPP1IF.RfRBb[ARKS ��",. .062 .OG2 1 TI.1-130 1 FRAME HEAD 8067-TG _ I FRN.IE SILL BASF. - /{q 711176 _680 .750 2 TM-133B - __ N s063-T6 - --- J I 1.425 -_TM-134 __•_ -- 2.437 1.25p I I 3 1_ FRAI.IE SILL TOP 806}-_76_ - -- o I ,125-i F- 4 _T61-i32 AS RE00.' FRAIAE JN.10 VENT- _•_----•-- 6063-T6 �----- b 1- 6063-T6 11 II _5 TI.1-131A AS REDO. FRMIE JA!A6- FI%EO 1.000 1�-- 14 6 1M•136 2 6063-T6 1.500-- 8 WIND LOAD CLIP - /VENT TOP AND 6OTTOM RAIL 606}_T6 -7 iM-t39 1/VENT JAMB STILE a TOP & BOT .4 RAIL �� 1.000 B ...^..- 6063-Tc 1.030 _ TM-140 1/VENT LIEETING STILE _16 _• - L� ,! 9_, R.1-IJ7 _ 1/VENT_ Fl%EO SRLE(SPRING LOADED IATCH) 6063-T6 - - a I O FRAME HEAD 1.750 l 9A. TI,I-137A 1/VENT FI%ED STILE tbWLEP LATCH) 6067-Tti Iul 1.000 10 TAI-I]6 I SILL 7HACK INSERT 1` .054 __' 1 I IM-135 - sOBJ-T6 _ I SILL CLIP ADAPTER, 12'LONG 6063-T6 AT MFG.STILE LOCATION G K W lD O 1 460 II 12 7M-1 IB --1/YENf_SPRING LOAOEO VENT LATCH,J-I/8'LONG 606-3-TG AT IAIO SPAN 0'Q O KI .125-+I,077 17n --- 1/YEtIT IAETALUC SWEEPLATCH2201 12BBX3/M1 _ 2/U)CN SYIEEP LA1CH LIOUNTING SCREVISATIAIOSPANG'.5c3 1.375 �I� h1TC. STILE REINF. - FH SMS Q0I-000 �3 -_TM-141A _ AS REDO._GLAZING BEAD(LNAINATEO CLASS) 6063-T6 - --- Z V) �L �� 500 _�JA _ TAI-181 AS REDO, GLAZING BEAD(INSUL.LALI.GLASS) 6063-76 1.420 1 14 71,1-151 AS ftE00. WINO LOAD CLIP,4"LONG fi063-T6 - -- W F l-- 2.312 L_ I 15 STILE MEETING STILE REINFORCING l07 1-�--i - --- 6063-T6 O I _IG_ - 2/STILE FIXED STILE REINFO - RCING 6067-76 - 10 SILL TRACK U JAMB STILE 125 1.000 _17_ W31225 AS READ. FIN SEAL W'STRIPPING(,270'X.220'HIGH) Vf00L - -- o _._IL IB W4JJ71 _ AS REQO. FIN SEAL W'STRIPPWG(.187"X.370-HIGH) WOOL � 1.071 2.312 20 .PSOIJI REDD. FIN SEAL W'SIRIPPING(.187'X.200'HIGH) WOOL - ---- s ADHESIVE BACK CLOSED CELL FOMI 7/8'% 1/2'% I-7/If++'LOI4C- i O N .062 IG FIX. STILE REINF. 2� _ __ o .n 1.255 Yyp_ .055 - --- _ 2/VENT VENT ROLLER HOUSING dt CUIOE V_-� PLASTIC AT EACH EIIO_--_ ..'. y2 ..______.- VENT ROLLER/WHEEL - ---- "' -1.296 23 dl2 K 1' 2/CORNER FRAME ASSEMBLY SCREWS OHASS r 2.373 1.375 I 24 I(10 X 1' 2/CORNER VENT ASSEMBLY SCREYfS P.M.PHILLIPS SAIS .- - _ P.H.PHILLIPS SLIS .929, I.000 1.546 ,849 25 1/LATCH VENT LATCH SPRING - •--~�- •_ ST�SIEEL 1.235 26 W31175 AS REOD. FIN BEAL 1V'SIRIPPINC(.IB7'X_1%5'RICH) \YUOL - -. N LJ I CI SILL CLIP ADAPTER o r 27 TIA-151 I SILL RISER --- GOGJ-TG ------ 1.750 .062 ti O IA06 1�g .._ I >T C v `� I v MEETING STILE 12 VENT LATCH C) 1-_ a CL Imo--2.312 R,I•"--2.J 12 1.719 � .055 � .055 'tr 5 .Ir83_�{ I•�- _� T-I ILL1.62 5.270 2.708 IA}7 01 .7.37 1.775 1.237 •602 .OM1O 562 .540 •040 ,500 1:]cl I. I1.000 _L 1 � L- I23 F+-1.750- IJAGLAZING BEAD FIXED STILE (SPRING LATCH) an FIXED STILE (SWEEP LATCH) 13 GLAZIIJG BEAD u OFRAME SILL TOP (LAIR.GLASS) (INSUL. LMI. GLASS) V2 -1. 3.069 -7 .937 - o m'Io • .067 • • • • • • •� 0 0 0 • TYP. • • • ••0G _ _ a m�,o • • • • •• • C._-'c--7 •2.6211 • • • • 1.911= • 1.799 T 1 -.092- -- 3. [�2 87 •• • • • • .Ofi2 J.I GB },042 Engr.J/,YAD,NIMAO Pf.000C1'RF:VI51:0 I np, CNIL ns-a.pI)ina o•Llh IIIc Plnrida w 3 VIA.PE 70592 •I i 1.858 C.A.N.�),SJ6 C:IilJingC6dc r I$ RIP LEG I .500115 REQRI. • • ••• .IGS•-I ••• I�1(� 9 69 �r`Fnlion Unte Hy- -;,�F I n -�_ • ••• • • �' 87.1'1•i�d.GU_4,e -- " ' 3.069- •• • L'^.' C;_::SCC=.:-:--_i /� �75 1= • • • • • • Mi6mI UuJc PFGducl Cmllrol 1 druwiny no 02 FRAME SILL BASE 4 FRAME JAMB - VENT ! • • L' I W08-8� C,44AIAE•JAh10 - �17�Ea • 27 SILL RISER ,-----_._, i ghee! 6 nl ] ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • ..(2) 112 x 1 I/4'PH.5615. ,,�{TTF' j (2) 1LY SCRL1'!S III (2) 110 x I"PH. S1.IS. ,yc{T,�, -- ® \ \ '\ \•\ iI I If 'I \ (2) 010 z 1"PH.SAIS.ASSEABLY SCREWS ASSEABLY SCREIs OpO J-4 uC�a p�'y�MLLn l ibnT I R 72 OW WMce0- I O (L 0 11 I �a� 1 ° n Iw10LL pl Qw�S )"l s FRAAIF;TOP CORNER � o a i n FEED IATG RAIL TOP CORNER la s _AS B x 1 1/4"PH.S1.Is: VENT TOP CORNER o m ASSEMBLY SCHEV'IS �I N (S N i �=U p I - o w r S It'll " � I n. � ;G \� 1214 _ �\ •\. I i (2) 110 z 1"PH.S61S. ASSEMBLY SCREWS Cm7 • • • FIXE12 IATC, RALIOng M CORNE,)j. • • • •• ••• •• • • •• - Sngr:UV./0 AH641a PRODUCT ItGV13Bb _ CML ns wnry�lyinp n•i1h 11'.Floeda I `: FRAME R01 FC1IA CORNER (2)110 x I"PH.sMs. FIA PF./,_70592 y i ASSEMBLY SCREWS CR.R.3579 P.,iilding CoJc Acn'pinacc No)� L•I C1,C�, I r; • I'1�1�p V nq,I BXpiralloll • ••• VENT•BDT(0M ORNFR ••• EYUIV 1 �Ui.V D��• f/ • • • • r r�d • • • • ••• • • Mienl�Uodc Praducl mrlrol �� drawing • •• ••• ••• • ••• L/ __ _ W08-81� l :sh_ee_l 7 of i, I ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • Florida Building Code Online http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQ... E'1? zriii( c BCIS Home f Log In User Registration i Hot Topics Submit Surcharge ` Stats&Facts Publications FBC Staff SCIS Site Map Links Search j Busir est ,�1 Professional .. USER P`blicUser al Pegulation Product Approval Menu>Product or Application Search>Application Lis[>Application Detail FL# FL15920 Application Type New !D Code Version 2010 Application Status Approved Comments Archived Product Manufacturer T M Windows LLC Address/Phone/Email 601 nw 12 ave pompano beach, FL 33069 (954)781-4430 smetzger@tmwindow.com Authorized Signature Frank Bennardo frank@engexp.com Technical Representative Address/Phone/Email Quality Assurance Representative •••• Address/Phone/Email • 0 •0000• 0000•• •.•0 • • • 0000 • Category Windows 000;0• 0000 0000•+ Subcategory Fixed 009090 • •••• 0000 •• • • • 0000 • •• 0000• Compliance Method Evaluation Report from a Florida Registered Architect ora LicTsed 0•;0 0• Florida Professional Engineer *0:00: • 0 • Evaluation Report- Hardcopy Receiv8d•• •• •• •••0:• 0000•• • • Florida Engineer or Architect Name who developed Frank Bennardo • • •••••• ••0••0 the Evaluation Report ; 0 0 0 0 .••0•: Florida License PE-0046549 00 0 0 0 000 0 0 Quality Assurance Entity National Accreditation&Management Institute, Quality Assurance Contract Expiration Date 12/31/2015 Validated By Keith E. Lorinos, PE Validation Checklist-Hardcopy Received Certificate of Independence FL15920 RO COI Cert Indep.pdf Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code 1 of 11/28/2012 10:47 AM Florida Building Code Online http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQ... Product Approval Method Method 1 Option D Date Submitted 08/24/2012 Date Validated 10/10/2012 Date Pending FBC Approval 09/05/2012 Date Approved 10/16/2012 Summary of Products . . . _ __..............._...................._..._......................._.............................................................................................._..............._............_....._...... ; FL# Model,Number or Name Description 15920.1 Series"300"Aluminum Fixed Series"300"Aluminum Fixed Window-LMI/SMI 74"x Window 122" Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15920 RO II DWG re-submit 10-10.Ddf I Approved for use outside HVHZ:Yes Verified By: Frank Bennardo P.E.46549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: +70/-70 Evaluation Reports Other: FL15920 RO AE Eval.Ddf Created by Independent Third Party:Yes Back Next Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2010 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*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 E they have one.The emails 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 crick berg. Product Approval Accepts: •••• ® � M • • 00 •••• • •• ••••• •••••• • • ••••• • • • • 00*•• •• •• •••••• • •••••• • • • • • • •••••• • • • •9600* • of 2 11/28/2012 10:47 AM ftft" ► ENGINEERING , , LE f.""'." �c�7 A FRANK L. BENNARDO P E. INC INNOVATION Product Evaluation Report August 23, 2012 Application Number: FL# FLB Project Number: 12-TMW-04 Product Manufacturer: TM Windows, LLC Manufacturer Address: 601 N.W. 12th Ave. Pompano Beach, Florida 33069 Product Name& Description: Series 300 Aluminum Fixed Window Large&Small Missile Impact Resistant Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation(Florida Building Commission) Rule Chapter 9N- 3.005, F.A.C., for statewide acceptance per Method 1(d). The product noted above has been tested and/or evaluated as summarized herein to show compliance with the 2010 Florida Building Code and is, for the purpose intended, at least equivalent to that required by the Code. Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: r •••• •••••• • PRODUCT EVALUATION DOCUMENTS •••�•• ;....; FLB drawing#12-TMW-04 titled"Series 300 Aluminum Fixed Window", sheets 1-8, preparectby 0•••0• ,••••• Engineering Express, signed & sealed by Frank L. Bennardo, P.E. is an integral part of thistvaluatio �•;••• Report. • • • • TEST REPORTS Uniform static structural performance has been tested in accordance with TAS 202 testeta nd%rds per test ;••••; report(s)#0611.01-12 by American Test Lab of South Florida(ATL). •• ••• • Large missile impact resistance and cyclic loading performance have been tested in accordance with TAS • 201,202 &203 test standards per test report(s)#0611.01-12 by American Test Lab of South Florida (ATL). • STRUCTURAL ENGINEERING CALCULATIONS ••" NK �, Structural engineering calculations have been prepared which •• . ,.. evaluate the product based on comparative and/or rational Rimsed �nginWCC al•�lid for analysis to qualify the following design criteria: 1. Anchor Spacing G 2. Maximum Allowable Size/Pressure Combinations 3. Architectural Shape Options Fr4p cc . Be � NA ' 4. Glass Capacity #P�©�4� �� 85 5. Anchor Capacity -, . .. No 33% increase in allowable stress has been used in the design of each product: " 160 SW 12 AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM Q -1 ENGINEERING 171 EXPRESS- August 23,2012 TM Window, LLC.—Series 300 Aluminum Fixed Window(LMI) Page 2 of 2 The following are approved for use in the HVHZ as specified in their corresponding NOAs: • DuPont SG Interlayer(NOA#11-0624.02) • DuPont PVB Interlayer(NOA#11-1118.03) Impact Resistance: Large and Small Missile Impact Resistance has been demonstrated as evidenced in previously listed test reports, and is accounted for in the engineering design of this product. Wind Load Resistance Each product has been designed to resist wind loads as indicated in the design schedule(s)on its respective Product Evaluation Document(i.e. engineering drawing). i- Installation Each product listed above shall be installed in strict compliance with its respective Product Evaluation Document(i.e. engineering drawing), along with all components noted therein. Each product component shall be of the material specified in that product's respective Product Evaluation Document(i.e. engineering drawing). 0000 i Limitations & Conditions of Use: •••••• Use of each product shall be in strict accordance with its respective Product EvaluationVo jy�ent UL, engineering drawing)as noted herein. • 000.00 0000.. All supporting host structures shall be designed to resist all superimposed loads and spate pf a M�f idl. ' listed in each product's respective anchor schedule. Host structure conditions which arenet accourfted•• ":". for in each product's respective anchor schedule shall be designed for on a site-specifietptgby a •` registered professional engineer. •• •• •• •• 0000.. All components which are permanently installed shall be protected against corrosion, cgntafniQation,.and ,. ••••:• other such damage at all times. 0 . Each product has been designed for use within the High Velocity Hurricane Zone(HVHZr .' :': • 160 SW 12T" AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM r ■ TM r & DOOR ,ncoo F a SFRIES 00 ALUMINUM FIXED WINDOW �,;.,� � �, .z, �iA,AL IDI^OR(1 SJ0661 01ILY F LARGE AND SMALL MISSILE IMPACT RESISTANT V Irk I�1� WfNIDOWS tr wa O I. OIL � U�LLt iu.v w 1 Nw^3� GENERAL NOTES ,' 1. THE SYSTEM DESCRIBED.HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,PER TAS 201/ P 202/203&ASTM:E1300-04 STANDARDS, < / 2. NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN"INE DESIGN OF THIS SYSTEM. WIND iR LOAD DURATION FACTOR Cd-1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 3. POSITIVE-AND NEGATIVE DESIGN.PKESSURF.S,CALCULATFD FOR USE WITH THIS SYSTFDI SHAL I_BE Nr PFTERMINED HY OT HERiS ON.A 708-SPECIFIC BASIS IN ACCORDANCE WITH l-HE GOVERNING CODE,Sl I E SPECIFIC ps LOAD WIND LOAD REQUIREMENTS SHALL BE DETERMINED IN ACCORDANCE WITH ASCE 7.AND THE 2010 FLORIDA BUILDING CODE BY SEPARATE ENGINEERING CERTIFICATION AND SHALL BE LESS THAN OR EQUAI.TO THE POSITIVE o m OR NEGATIVE DESIGN PRESSURE CAPACITY VALUE LISTED HEREIN FOR ANY ASSEMBLY WITHIN THE LIMITATIONS (� O STATED HEREIN. 4. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORiI ti iu MATION FOR A SPECIFIC SITE. >y m '•U FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR [] uv a REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONIUNCTION WII11 THIS F w n E DOCUMENT. m r u 5. PERMIT HOLDER SIIALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TOWITHSTAND SUPERIMPOSED LOADS.WOOD BUCKS(BY OTHERS)SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS'10 THE o a m n Lt o F EXISTING STRUCTURE. _ r fi, MULTIPLE UNITS MUST BE INSTALLED USING STRUCTURAL MULLIONS APPROVED BY OTHERS OR UNDER U ,O u w Q SEPARATE CERTIFICATION. - a / 7. ALL EXTRUSIONS SHALL.BE 6.063-75 ALUMINUM ALLOY,UNLESS NOTED OTHERWISL. y (/ 8. EXTERIOR SEAM OF FRAME CORNERS INSTALLATION SCREWS,AND GLAZING BEAD ENDS SHALL BE SEALED � `S WITH SILICONE. v 9. ALL 1301-TS&WASHERS SHALL BE ZINC COATED STEEL,GALVANIZED SIELL,OR STAINLESS STEEL WITH A N11'YIELDS IRENGI"H OF 60 KSL -. 10. ALL DISSIMILAR MATERIALS SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE FLORIDA BUILDING CODE, �..... 11. E.I.DUPONT DE NEMOURS&CO.,INC.-BUTACITE PVB INTERLAYER N,O.A.4 11-1118.03 _ 12. E.1.DUPONT DE NEMOURS&CO„INC.-SENTRYGLAS INTERLAYER N-.O.A.B 11-067_4,02 54 13. APPROVED-FOR SMALL AND LARGE MISSILE IMPACT APPLICATIONS. SEE GLASS TYPES FOR ANY KI d Ee RESTRICTIONS n'aaug F. rR,I. d 00 00 a� .LL ��/� • • •• • • • • • x .'� `k G;PY.i49Rf EIM,NeETUV�EiirlE55. 12-1-MW-04 SCA/ • PAC.C: 1:13 of• • • • rncr oFscnlarioN: • • • • :JVcH a!,El1 000 .. • • • FL #15970.1go a . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . I2'MAX.FOR ANCHORS TYPE:A,N C OR 2.•_ 14Ai F'i(,M G"MAX.FOR ANCHORS ANY JOINT OR 'ti IVO SHAPE MAY EXCEED SIZE OF TESTED REGI ANGLE TRANSCRIBED AROUND Irk PE a I COL:fI tR s POSSIBLE ARCH ITECTUF.Ai_ SHAPES: I v.IR4r � �;NY SHAPE. --1 SURFACE AP IED m f'� f TALSE MU T114S a / 01' 1 ` i i JOINT WELD rv- POINTS TYP. .,ri (MAY VARY) =__ = � w.V a �� w: v I � �l / %I - -i- V Li .c W vi z 6 8 y h - - ;; . 0 tlI� . ux- - - CLIPPED-CORNER TRIANGLE HALF-ROUND EXTENDED RADIUS EXTENDEC 7 , HALF-ROUND GOTHIC :c.. ___= _-__- 1 ri ____ ['2111_�!N LL QUARTER ELLIPSE G EXTENDED I o F QUARTER SEGMENT TRAPEZOID _ .L ur >" EXTENDED FULL `z v tQy N PENTAGON ELLIPSE . � G JR, a , yy/yam � u l7 // \ r—D. � 1. �,¢' j�f It--------FRAME WIUTN \\� TYPICAL ELEVATION \ / .1-.0.WIDTH=WINDOW WIDTH UARTER SEGMENT QUARTER ROUND V'4 Q FULL ROUND � � D:.., NDOW LENGTH-7" 4 OCTAGON qLR OPEN BOTTOM OVAL nI£I I 1 �AAAA,ry�M1 � QUARTER ROUND x ilb � p � 1- B FL #15920.1 10 EQUAL LEG • • • • • • • • x TRIANGLE CIRCLE SEGMENT 0g • =✓�CTwe URA—• aCTMON C�IMIE,M ENfn'vE-cFYiGEyFR-Si ALLOWABLE SIZES&LOADS MAY BE DETERMINED BY INSCRIBING ARCHITECTURAL 12-TMW-04 SI IAPES IN SQUARES OR RECTANGLES THAT DO NOT EXCEED SIZES ON PAGES 4/8&5/8. I �cAl.c: Nr3 01 ' PAGE UPSGNIPTIONI • ••• • 00: • • lU':F.is SHF.EI 5 ARCHITECTURAL SHAPES ARE LIMITED TO 1 70 PsI.MA•i. • • • • • • •• • • • • • • • • • NOTE: x:43 •• • •• ••• ••• WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY AS SHOWN ABOVE. �D • •• •• • • • •• •• ••• • • • ••• • • EXISTING HOST 'i"7 STRUCTUREMETA'_STRUCTURES(STGLL OR EDGE ULST T ALUM,1/8"MIN,THICK) SILLL:Fy=36 KSI MIN 4 JCH0W PER ANCHOR T fit Ail ALUMINUM.6063 TS M:N �5f HFDIJL C SEE TYPICAL SEF Ml,L1.lOPl APPROVALS FOR 7-BY WOOD-TUC;: (�l (Jl1 EDGE DI, m ELEVATION FOR SPACING k _MULLION TYPE AND SILE. \ VAUu rel( )ION I ttllj 4 = '- ~•� ED,,E DIST 4ED(,lDIST �� ; I v"p `m om —I: OR 7x WOOD ") . . BUCK(OPTIONAL).JOT BY 14 1/4 MAX SHIM 1 19 �.l1 ~- ry� ,mi, o _..LL .. I... AEE HOPSTYPjPERAE SCHEDULE. 1 1/A"Id.4X SHIM \ /4"ftAX SFI1M 14 / �-0LU LLL H I1 S LN 1 4'Nb1X SHIM ANCHORS PER P�4 ANCHORS PER 4 ANCHOR SCHEDULE L.lY�' Q IL oLo `d SHEET 2;8 FOR ANCHOR SCHFDULF, �_m,o w o a _• 3 5 I 13 SPAC[PIG SEE TYPICAL SEE TYPICAL �✓ � 7 ELEVATION ON ELEVATION ON q 5. SHFFT 2/8 FOP SHEET.' W�uj-/H FOR ^. u,rr 5 u m SPACING ��,•®') ,i^ O OPTIONAL SFAC[IJG � - r SURFACL � APPLIED I/kC,'11-' MUNTINS- +' •_ e _I F 12 12 TYPICAL ANCHORS, SEE ELEV,ON PAGE 2/8 fe ANCHOR r WOOD BUCKS AND METAL STRUCTURE NO"f BY TM WINDOWS, CHARTS FOR SPACING&QUANTITY ? a MUST SUSTAIN LOADS IMPOSED BY GLAZING SY5ltiM AND (� O n s = TRAN;FER THEM TOTHEBUILDING STRUCTURE. z w z -' :E O 0 0 w"o � r s'�m o' CTYPE14"DIA.ULTRACON BY:'ELCO'(Fu=177 K`:I,y=155 KSI) �•"[ O ak HR11 1BY 1NTfl CONCRETE{2946 P.SI MIN)OR GROUT a m a uj mILLED BLOCK(ASTM C90) �On-3/A"MIN.EMBED INTO CONCRETE OR GROUT FILLEDLOCK.. - i s TYPE'S'-1/4"DIA.U TRACO O (Fu= 5I, Id FY=155 KSI) INTO 2 B WOOD BUCKS OR WOOD STRUCTURES S ANCHORS PER ANCHOR (SYP#2 G=0.55'MIN) BED OF 1-1/2"MIN.PENETRATION INTO WOOD SEALANT SCHEDULE.SEE'TYPICAL t 6 FLFVATION ON SHEET 2/8 t 2 4 FOR SPACING TYPE'C'•1/4-20 DIA.SHEET METAL SCREW(GRADE 5 el 8 11 MIN)(Fu=120'KSI,Fy=901051) _ 9 I � w INTO METAL STRUCTURES(5 PINCHES PASS THE aI "y ' s 14 1/4'MAX SHIM THREAD PLANE MIN.)STEEL:%"THK.MIN. rI =3n w a7. (Fy=36 KSI MIN) C y "O� ALUMINUM:1/8"THK,MIN,(6063-TS MIN) .i g F 1.. R 2x WOOD BUCK w �(OP"fiONAL).NOT"BY"1".M. (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED € q v - - OR PAINTED) v @Fe m • • • • • • • • • TYPICAL EDGE DI.TANCE GE ST • •• • • • • ••• • INTO CON D SIR CTUR FILLED BLOCK=2:-1/?"MIN, • INTO WOOD Sl"RUCTURE=i"MIN. tg�t fd • • • • • • • • • INTO METAL STRUCTURE=3/4"MIN. In a CJPYiI;ryf ENLII+Ee'Ie U'G OPfiE55 EXISTING HOST _ '. STRUCTURE 1 Z'-I M W-04 • ••• • ••• • • sral�e:__=U • • • • • • • • • PAGE f)CSC:.lUPt'ICIN: - cow:a t.nr.L I i TYPICAL SECTION 6 FL #15920.1 3 6,.-1'-0" VERT SECT ••• •• ••• ••• • • _ •�'�' $ C:t� C • • • • • • • • • • ••• • • • ••• • • l 1 1 w l x.171 t T I.'ly. I{.TA TF 11.1URFS(57EEI OR ALU 1,V MIN,I IIICIQ ....._ - STFFI Fy=36 I(5I MIN. }. Y �ALIJHINUM:6063-T5 MIN. h 1/4'MAX SHIM -<- F it,)CDLIgtIF� IBY OR 26Y 1/•I"NA;SHIM 1/4"MAX SHIM ix OR 2x vALN WOOD WOOD IBUCK INTERIOR BUCK(OPTIONAL) "`-Cf �(] j 1 a REu rJf�' > St,` _ i' BED Or RED OF - f 1( th ,'� �- SEALANT SEALANT 1'' ! L U ANCHORS PEP. W a u ANCHORS PER ANg10R 14 ANCIIOR SCHEDULE. 14 - ---- 14 ANCHORS PER ANCHOR ?t)LL w aW'. SCHEDULE.SEE TYPIC4L SEE:TYPICAL SCHEDULE.PER ANCHORSEETYPICA —CI "E¢ L9 ELEVATION ON SHEET 2/0 FLFVATION ON SHEET F.I_F.VATION ON SHEET 2/fl 1L.�'`i� u S.u S FOR SPACING_� 2JR'.FOR SPACING A FOR SPACING j,1 " > 441,,,111 . A7 6 OST8 EXTERIOR R STRUCTURE — D.L.O. 1 Ym LrRA,,,EWIDTH--4 FRAMEWIDTH— - L)I z TYPICAL SECTION _ G HORTZ SECT _ a SCHEDULE "A" /� FOR SQUARE OR RECTNGLE OPT OP OT/IER SFIAPESARE LIMITED T0370 P6F(SEE PAGE 2) Z7 V "UK'D D Simi LOADGAPACITY ASD METHOD w Un HEIGHT FRVAE%MDTH GLASS TYPCMI GLASS TYPE M2 CLAS6IME-MT GLASS'TYPE'Md GLA557YPC M5 GV,SS TYPE M6 GLASS TYFE IG7 •LA IYPE I/': n a p HEIGHT j NADTH (+1 P.SF IJP. h.!.)..S Il' I') � (.) rP.S..�+) ..-.la)P. F(-) '.F +)P.S,F 1-)FSF.11)PB.F I)I' }'�)PaF()'a.F, i(� pl_ n 20,12 7U 70 70 70 90 30 B0 80 BO Ul 80 80 130 70 70 00 90 n T Phi�u_ -__ _ - y 37 /p 70 70 70 90 0 OD 90 BO 80 EO 13) 711 0 00 _ 80 U,n w 4 $ 2G _5:1I0- _0 70 N .0 A7 'I 00 BO eV 80 BU ILV 7U U bU BU Yi N uj 74 70 70 70 7D 00 00 I o 8U BO BV 80 130 70 Rl tlU EU S BO 80 00 90 80 130 -- 111114" Illll4" - - - - - - BD Do no —80- _80 130 __.__.- _ - P•-I J F 26 712 70 70 7.__._,.-._..._...7..............._._.-... .� ' 070 80 60 00 BD 80 80 E9 130 -70 70 00 80 - _ _ f 37" 70 7U 70 70 80 EO 0 8U UO 00 00 100 __]U )0 U0 00 40 y9. -m-1ie' - - 70 ]0 80 8O 60_ 80 80 BO _ 80___ 130 - - e_0 80 •+ 74 - 70 70 80 80 eD _ soy eo BU ;! 1.6 114 00 DO 80 00 DO 100 BO AO 7 1111 d _ - - FO an_ 00 BO BO S- .- -.._.."....�.-. _ _ __KE112 7U 70 70 70 80 FD 00 80 DO 00 80 1-10 70 70 00 00- _J7 70 70 70 70 00 00 BO 90 90BO 80 130 70_ 70_ -AD E0 00 80 __ ti EtlF m 74 tlU 80_� 80 BO eo u - ae• ,111! - 00 80 BO DO - - 4 �,... - f 26 1(2' 70 ]p 70 70 _00 00 BO eo BD BU 60- 130 70 70__BU _e_0 'j' i� 3 70 70 70 70 00 . AO Bo D0 00 GD 130 -- fi3„ 531 8 _._ -_ -- rt 80 b 74 . _ b 70 ]0 BO 80 1061/4 _. •- 'tt_.F•. 70• ]4 .'U • • -7- 7Q, a WWII —— _ •I • �-7°-•- 1 7;b -- - - r _ .__ •--__iia-� 7, 4VD • __..........._. � e�e LL 281 70 70 70 70 87 _aiy..__•eon_[�- 80 •10 80 13U (0 7U 80 80 Pil t 146 3 70 70 70 70 y 9 •AO• ✓l 8A �0 130__70 /0 80 _BU_ 14114- a7d9 --.— - •.• __.!• �• 80• ado %a ••..- _ _ COPIFJQITEII3..!l'ERINDElFFEE. - - 70 7(1. 70 70 _ _. - - — 1.2-TMW-04 111'1° SCALE: I;TA 03 _ --PA1R' 70 70 __7a ]n n0 nn o0 �y�.• BOL6*' ( 130 7uiu u0 Bu Inc n scluPTlUf+il 7070 l� t• UOBO_ •13J TO 7U so BU ED �00 �. •.• • - _.. FL #1.5920.1.. � ... . . . . ... . . . . . • . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . • SCHEDULE FOR:AUARE CR RFCTNGLE GCT+ I, C ';�.SHAPES ARE LIMITED TO.70 Psi(SEE PAGE 2) FOR SUUARE OR Re G1PIGLt OP'l 1045-OTHER SHAPES ARE LIMITED TO t 7U Psf!$EE PAGE 2) ' ^ --- _ ... aUITI ASU fAEI HOU ': f -- --- _ [ J UESIGN L6-CAPnCITY _ (y q I FTIAMEFRAME GLASS TYPE AI7 GLP ll'FE M2 r GLA.�IYPE Md ^ _ ^ _a -__._--r' IJ _ R UGIFIHUUI I' ILA- 7 j „LASS TYPE f M'A^S TYPF MB GLASS 1FC1-,I GLASS+Y.EIG2 FRAME FRAME OUSS TYPE MI GLASS T)PE M2 r+n$6 TYPE MJ LP551Y EPnn Gus'I1'FE M51CiLaS51YPE Md.GLA;S C 1,11(,1..1,,,T -'G... HEIGHT MOTH(!I. S:F(-)P S,F.(IJ Fb.F Jf$.F...)PS.F()I,: )P S.F I-1 N.S.F.F)-PS 1-)p.S F.}+JP$f(•)P$,+il+J p.$F I-)P.S.F.f,JP F 1111.5.F. HEIGHT 4MUTH 1P. F '. VALID fOF:{Ij]UG J.I:HLYr. ......._. _- I (- ',+) S F P$F.(1 P S.F 1-P.S.F 74" 70 TO 7f ]0 RO 0C _ BO BO _80BO i!0 70 /9 ( CO � J - - 24' 70 70 70 70 )60 tlU P b I P P P 30 %U 70 70 '0 60 aC PJ B0 --- _.`-.-- .. -__- _ - 80 8o fl0 130 7U 70 80 Be 30' 70 70 70 70 BO 80 +, F I DO +I fl 5 F I-) 3d' 70 N _ !0 /D Be EU C'n 00 80 BO g0 130 70 70 en BU r -_ -_ _ -- +18e+ (-"O ^T70�5 )P70 o f +J� F 1 0 70 80 op ...RG ..___ _. 7D - _.. 38 -_ _ ___ _ _ 130 ( 70 r0 EC ( 0 7 '1 ^ 70 70 !0 70 fi0 d0 - N rc 42' 70 70 70 _ 2n NU tl0 _ DU DU 130 r0 EO 80 d2 - • -_ _0J OD '+y/ V \ -- —.._..oo ---_ 70 70 s0 Gu 80 OC So Go BD BO r0 RD 1]8 I 00 Ou r 36" 48 70 70 7V TJ BD ?p EO do RD PO BR 130 --- - 80 4 -- r0 90 Bo 70- 2,L- 70 80 20 ee Bo s0 NO UU 170 _ B-' - --- -- - 60 70 _ R -__ - t• `- 70 7J 70 00 80 ^0 60 8U CO - RO 130 ]D �0 0D e0 PO' -- - - BO BU_ d0 88 70 70 .... _. _ _ . 70 80 30 ,.0 60 BO e0 BU !30 70 70 80 Co fiR' _ _ - -'-' Lg 70 70 - e0_ 80 to 80 -- - _ I, _ po eo e4 --F[ _ -J LL 72' i0 JO J 70 _ 90 Do CO eo B0 eo 90 J30 70 70 80 to 72^ - - - �� '0 70 sD 3D 74` In 70 70 -.. -- - - ll 70 70 10 - - - u 7G- oo a, eo Bo I ED - --' -- - -- -1 PO 90 130 r0 i0 CO e0 74".. - I _ 70 70 i0 70 24" 70 70 70 70 00 :P (0 HO 80. RO CO 130 70 70 BeBC' 24" -------- -- - - . _. ___- -__-_-__-. _- _. - i0 70 NG _ 8V _f•U_ - RO 80 Dn I b 30" 70 ul JO 7U TO _ 00 ;U 0 tlU BO 80 00 130 70 70 80 &C T 7 n w 36 ..70 70.. '1 70 ! 90 00 0 _ -- ___-__. __30" - - _ - -- _ 10BO I>D 8U 8U EO 8U 1J0 __ y BO s0 BO PO 130 70 70 BO NO _ 38'• -- 4Y --- -- ---- - ------ - 70 70 BC 8V OC' BU BV Po be 1036 - - V LLI n V I+r -_.__..- - 7• •0 60 :0 -.( 8U BD 00 60 130 - -- - _._.__._. 90 L', 42^ 48" 48" Go df1 0 80 BU 00 BU 13U - -- - _-- -- -- - y _ _ _. -_-. 80 E) 9E - -- __ i0 /U -' 110 P.O� 90 EO BO Er, I �� s1' --__ 40 -_--.-__.__ - i0 7U tl0 .0 60 EO 60 En i--q, S� (I y" _-_7 U f0 BO ff EO BO 80 BO IJu _ -'--- 4- 60" _/ N DU Or) U ._8o BO- 80 .._ _- - - _ U_ 0 _ z _. .._ -_'-- E0 130 - do E $4• -. ._ J1 f0 6V' Z 66" _ _ /J 7U 6(1 W JV _80 .-_60 _80 EO._ 130 - .-- 0 B; 8g - - - _. _ - _- 77' '--- - _ ^' - 77 70 i 80 80 11U W 80 80 80 1J0 80 _6C -- --�- - _ _ ___ _.-_.- - 72" __ -_ - _ - 80 80 C - fA 80 DO CO __. ]u 0 0 74 77 ;0 1 80 VO R 1 60 00 OD 90 130 --' 70- -- 30 tl0 70 l0 r0 I - 7d^ so TO 70 L i0 80 -...---__ ... 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SEALANT Yy"2 SEALANT ' SEALANT% SEALANT W DEPTH MIN. TYP. 6"�- .(Typ." ( ) DEPTH MIN.(TYP.) \ UEPfH MEN. TYP. I `u-N T•' ( ) DE li MIM (TYP.) , !"Us C V 7 7 (+SETTING BLOCK, BLOCKm rATYA POINTS 1 m w SETTLJG dLUCK• m SETTING RI OCK• v1 fi__ AT y POINTS I^�wu �m'v W U� ��L!AT Ya POINTS Ya POINTS GowiU/ Q�`Z'� OLU .090 BUTAA "ANN. .090 B - B 3/ie"H.S. G'i ININTERLAYER 1'. ! .090 SGP INTERLAYER A"AIR SPACE a A"AIR SPACE .090 SGP INTEF.L/•,YER /6"H.S Y4"ANN. A"H.S. Y'ILS. �"TEMP %"TEMP ` 'Q SEALANT Y," SEALANT Ys"L ,.1 m DEPTH MIN (TYP.)L' D°PTH MIN.(I SEALANT SEALA14T DEPTH MIN.(TY1C DEP"I"H IdTN.(TYP.j m 7 7 6 k 6 LL SETTING BLOCK SETTING BLOCK N SETTING Bm SETING BLOCK ✓1 } s. AT y POINTS ' £ U AT y PC11fJ'FS ��a AT Ya P2 "I.,' AT POINTS 7 �, z � Od cwc Pi M M TG //''''�� za Ul m ll O V 0 J IH Q MATERIAL SCHEDULE O ITEM PART DESCRIPTION - _ MATERIAL MANUF./SUPPLIER/REMARKS LU rI µ 1 N3001 0.063"SILL/.IAMG/READER EXTRUSION 6063-T6 TM-326 1/8"CLASS STOP FOR I"CUSS 6063-T6 3 TIA-327 1/8"OIASS STOP FOR 9/16"GLASS 6D63-T6 4'.. - 0.050"SNAP COVER 6063-T6 0.370"HICK D YIN'flR BULB AHD 0.197"T-SLOE TPCPOLYPROPYLENE FOR 5/10••GLASS ULTRAFAB .._.._ ..i.. S o 6 32007 VINYI 811 LB 9.173"P INSULATED GLASS GLAZING DEAD AMESBURY 7 3201.1 VINYL BULB 0.270"0 €d T ' 7/16 AND 9j16 GLASS GLAZING BEAD AMESBURY EIS��Y F 8 - (2)#'B X 1 SIAS SCREWS AT EACH FRAME CORKER SAE GR 2 MIH FOR RECTANGULAR WINDOW SHAPES OIILY G 9 - SEAM SEALER v ACRYLIC SCHNEE-MGREHEAD ° 5� TD' _ _ K•8 ° • •_ *ONLY APPROVED FOR LARGE MISSILE IMPACT gidy` 11 - SETTING BLOCK I" LONG AT 1/4 POINTS RICH DENSITY RUBBER • • • • • • • • w£¢R • �", LL 17. - OPTIONAL SURFACE APPLIED MUNT1113 6063-76 0 0 01 @'y TS RAPID STRENGTH RG57700 STRUCTURAL SILICONE ELASTOMETRIC ADHESIVE _�-•• • 'f•MOMF•TWF PER•ORIVA/•IE 01ATER'llE�N-GO:EENPpN}GtTE1:�gqiES ALUMINUM"U" CHANNEL 2" L014G AT EVERY ANCHOR LOCATION(TYP,) 5052 H32 ALUMINUM 12-I PV1 W-0'? STAINLESS STEEL GCALEI Nrs_,,,,_ •DY 5/16`XL EDGE GLASS SPACER All METAL 16. - 7/I6" KL EDGE GLASS SPACER STAINLESS STEEL • •• ••• • PARE DESCR2PTEON: 4 AI1.mr.TAi* • • COVERSHEET PRIMARY SEAL PI8 • • • • • • _ �1 SECONDARY SEAL -- - SILICONE • • • • • • • • FL #15(:)20.1 Q • •• •• • • • •• •• ••• • • • ••• • • .. .... � �LAr n e n vsi Ii .0,129 _ 0.0E0 --0.570-- vnLurua�"Llq;tla6aur x 0.037. 0. 50 < w_ m ExroseD o- SURFACES ,, •(Sf�� ,i{,� �pp oE' — wIan, z u Z La <W o 0 0.056 rm u^� C) n 0.095 W d o 3 ` rn ry [0.050 on r. oWa. x w ,: I J O m O n 3 K n o U H "a a LL b `s a O 0yq 0 6 LJ uJ lJ •z'• j } ---- D.13 �<-.u v a v`ni W rY;�m n J EY.POSED n n No SURFACES 0.202 Z<.> o F y a uF 3 0 —r 6JQ `w 0 z n e 'w r N y c c G t 1.139� � 5 ,s G�e opNOTE USTN T PART" fI REQUIRED §e - WHPIv' SifJG THIS EXTfdJSLJfd 1,000 I ja- 0.420 0.270f ¢ s M 0.025 O 00 O • I -I----'-- • •—T• • _ s� o n • •• • • • • ••• • ;I' oo n 000 "? •• ••• .• w • • •• 12 g 0.070_ r;03U 0.02 — T - O J/ 0.02 Q.o90 CG1Mp2IGH-IT'FN MP'EWEPoIti-IX0I'4 0.080 0.080 BCAJHf10E b110.184I` f-8Q i • •• • •.• • • PA6L DeeM"luri, O (6 0 s • •TJOTEr • • • ` ` • i Ex •• 1p, SION6 NOi T9CF�E: • •• FL #15920.1 "o ... . . . ... . - . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . .• .. . • . •. • •• . . . . . . . . • • ••• • • • • ••• %t • ••• • ••• P � .ffl //�.45II1nf'CO • • ..,!tlU7g �4 t �� ry V .„)•.our t i .,.0 n ;.�' � FRAMES OF NON �! �a �..: 'e'l, RECTANGULAR SHAPES SHAL a m u a BE WELDED.TOGETHER IN • • • • • • • • • w O M n LIEU OF SCREW SPLINE 00 ASSEMBLY(TYP.). ••• • • ••• e 0 i•• ••• C) C��7RI 'U 'x$a / SEALANT(Tl'P) �2 SEALANT(TYP) 9 u�u W y J � �2 N u•ui S' J ✓�! Y n 8 •r� a w 3 U i _► m fi 'A� G a Q 0OVO 2 K p r y � 3 < a w SEAM SEAL MAY HAVE TO BE w REAPPLIED IN TI IE FIELD K BEFORE INSTALLATION OF r-t WINDOW,INSPECT ALLJOINTS TO ENSURE A PROPER SEAL F �i Fe �p x IWa%g" N LO7tMiff MWEEArcc EtoFE53 e 12-TMW-04 FL IIJE 1p P�G� N: pE COVER SHEET S / #8x I"GRADE 2 SMS L1T (FOR 90°CORNERS ONLY) 00) O torida Building Code Online Page 1 of 2 fit i lorida C�rdfLTllcrit BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search 3usines.��-�� Product Vag rofessi �al USER:Public User �— regulation IN-WRIM, •E Product Approval Menu> Product or Application Search>Application List>Application Detail i FL# FL15558 ' Application Type New Code Version 2010 Application Status Approved " *Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and/or the Commission if necessary. �. . Comments Archived Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath 97601 j (800) 535-3936 j fbc@jeld-wen.com 0000 0000.. Authorized Signature Janet Gerard 0:9 0.00 •• fbc@jeld-wen.com • 00.. 0000 0000.. ,; 0000•• • • • 0000.• Technical Representative Steve Saffell •••••• •• •• • ."` Address/Phone/Email 3737 Lakeport Blvd •••• '• ";•'. Klamath Falls, OR 97601 0000•• • • 0000• (541) 882-3451 Ext 2900 0000•• •••••0 0000•• f 0 stevesa@jeld-wen.com �..�.� •• 0 0 0 000000 0000•• • • • • • fQuality Assurance Representative ' ' • •00 000 Address/Phone/Email •• • t Category Exterior Doors Subcategory Swinging Exterior Door Assemblies I� Compliance Method Certification Mark or Listing Certification Agency National Accreditation &Management Institute, Validated By National Accreditation & Management Institute, Referenced Standard and Year(of Standard) Standard - Year flni-idahuilding.ora/nr/pr app dtl.aspx?param=wGEVXQwtDgvKmQdIOUtQtjYlyIOg7j%2ftI3j... 5/7/201 Florida Building Code Online Page 2 of, i I TAS 201 1994 J • � °� � TAS 202 1994 TAS 203 1994 I° i� Equivalence of Product Standards Certified By �i Product Approval Method Method 1 Option A .. Date Submitted 05/01/2012 Dace Validated 05/01/2012 Date Pending FBC Approval Date Approved 05/06/2012 k' Summary of Products FL= Model, Number or Mame Description 15558.1 Energy Saver/Contour Opaque Wood Edge Steel Outswing Door w/ or w/o j �Sidelites I Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL15558 RO C CAC NI011082.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiralkon Date { Impact Resistant: Yes 08/31/2015 • Design Pressure: N/A Installation Instructonc • • :I Other: Refer to installation instructions 5-2104 for FL15558 RO II 5-2104*SS.eDdf :••• •• !sizes, configurations, design pressure ratings, and Verified By: Hermes r"jVo, P.E:"cd-ida P.E.'1`3//8 installation details. Created by Indepencl&ltr"rd Party: Yts ;••••; Evaluation Reports •••• ••0 •0 • • FL15558 RO AE PER29355S.Ddf • •• ••••• Created by Independanibe"od Pa ♦Yes• ••:••• i Contact Us:: 1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.copyright 2007-2010 State of Florida. :: Privacy Statement:: Accessibility Statement:: Refund Statement Under Florida law,e-mail addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not I send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions regarding DBPR's ADA web accessibility,please contact our Web Master at webmaster(ddbpr.state.fl.us. Product Approval Accepts: "i r 'I Norton scc- rity443:T-itc Norton t17 1 ttp://www.floridabuilding.org/pr/Pr_app_dtl.aspx?paranl=wGEVXQwtDgvKlnQdIOUtQtjYlyIOg7j%2ftI3 j... 5/7/201 127 W. Fairbanl<sAve. ��LDI G DROPS Suite 438 r, Winter Park, FL 32789 A Perfect Solution in Every Drop _ 407.644.6957 PH Certificate of Authorization:29578 407.644.2366 FX contact@buildingdrops.com Of JELD-WEN, inc. Energy Saver/Contour Wood Edge Opaque Steel ®utcswing Door w/ or w/o Sidelites .Tor Florida Product Approval l^J Florida Building Code 2010 Per Rule 9N-3 Sege . SSSS SSSS.. Method: 1 —A (Certifacationi.•• ee�• Category: Exterior Doors •••••• ••.• •••••• Sub — Category: Swinging Exterior Voq;'Assggi6lies ;••••; SSSS . .. SSSS. Product: Energy Saver/Contour W4'1t1:Ed,-e.€�pvq:ie '•"' .. . .. SSSS.. Steel Outswing Door wI or. w/o Side�tes • SSSS.. Material: Steel/Wood • SSSS.. Product Dimensions: 107"x'81.25" (I1aximurn). g • SSSS.. .. . . ... Prepared For: •• • JEL i}�-7/V E N, fti c, %%X 11111 11 f!1111 373 i Lakeport Blvd. s��°��ES F. p �`* Mnmath rRaUs' OP. 976,0111 O Prepared by: = * 9:ZN 7i3�•=_-* L1ermes F. I'lorero, P.E. Florida Professional Engineer#73778 - Date: 05/01/2012 i �T QP,•' _44/ Contents:Evaluation Report Installation Details Pages 5 es I—4 g 1111111 Digitally signed by Hermes F Norero, P.E. Hermes F. Norero, P.E. Reason:I am approving this document Florida No. 73778 Date:2012.05.01 17:42:30-04'00' 'BUIUANG DROP EL##: A Perfect Solution in Every Drop Date: 05/01/2012 Certificate of Authorization:29578 Report No: 2035 Manufacturer: JELD-WEN,inc. Product Category: Exterior Doors Product Sub-Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Rule 9N-3.005 (1)(a) Product Name: Energy Saver/Contour Wood Edge Opaque Steel Qutsvding Door w/or w/o Sidelites 107"):81.25" (Maximum) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for JELDAPYEIlI, inc. based on Rule Chapter No. 9N-3.005, Method 1a ofthe State of Florida Product Approval, Department of Community Affairs- Florida Building Commission. Hermes F. Norero, P.E. does 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. This product has been evaluated for use in locations adhering to the 2010 Florida Building Code. See Installation Instructions S-2104,signed and sealed by Hermes F. Norero, P.E. (FL#73778)for specific use parameters. •••• . . •••• ...... ...... .... ...... Limits of Use: • 1. This product has been evaluated and is in compliance with the 2010 :loric*a Buih& bode, • including the "High Velocity Hurricane Zone" (HVHZ). •••• • •• ••••• 2. Product anchors shall be as listed and spaced as shown on details. Ail:Rdi:ernbecfinen: into ""'• .. .. ...... substrate material shall be beyond wall dressing or stucco. .. .. • 3. When used in areas requiring wind borne debris protection this prooucrcjmplies witr •�..;• Section 1609.1.2 of the 2010 Florida Building Code and does not req+aire an impact resistant . covering on outswing doors. •• • ••• • 4. Non-Impact sidelites do require an impact resistant covering when used in areas rletluiring wind borne debris protection to comply with Section 1609.1.2 of the 2010 Florida Building Code. 5. Site conditions that deviate from the details of drawing S-2104 require further engineering analysis by a licensed engineer or registered architect. 6. See Installation Instructions S-2104 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 5 BUILDING DROPS FL#: A Perfect Solution in Every Drop Date: 0 � -- 012 Report No:o: 20 20355 Certificate of Authorization:29578 Quality Assurance: The manufacturer has demonstrated compliance of door products in Accordance with the Florida Building Code and Rule 9N-3.005 (3)for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation 8;Management Institute, Inc. (FBC Organization#QUA1789) Performance Standards: The product described herein has been tested per: ® TAS 201-94 ® TAS 202-94 * TAS 203-94 [referenced Data: 1. Product Testing performed by Certified Testing Laboratory, Inc. (FBC Organization# TST1577) Report#: CTLA696W, Report Date: 11/01/2001 2. Quality Assurance National Accreditation and Management Institute (FBC Organization#: QUA 1789) . . .... ...... ...... .... ...... .... . .. ..... ...... . . ..... .. .. .. .. ...... . . . . ...... Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 5 B UILONG DROPS FE#: A Perfect Solution in Every Drop Date. 05/01/2012 Certificate of Authorization:29578 Report No: 2035 Installation: 1. Approved anchor types and substrates areas follows: Through Frame Installation: A. For two by(2X)wood buck substrate, use#10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete or masonry substrate where one by(1X), non-structural,wood bucking is employed, use 3/16"diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter fTW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions (5-2104)for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure XX,OXXO X,OXO,XO,OX Positive 57 PSF* Positive 66 PSF* Outswing Negative 57 PSF Negative 70 PSF 0000 *Units meet water infiltration requirements corresponding to noted dQsige "" **00:0.. 0000 pressures. • 0.0.00 0000 0000.. •0000• 0000 .. 0000.. 0000 .. 0000. 0000•• • 0000• .. •• •. .• 0000.. 0000•• • • . • • 0000.. 0000•• • 0000.• .. . II Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 5 BUILM , G DROP'S LE#: A Perfect Solution in Every Drop Date: 05/01/2012 - Certificate of Authorization:29578 Report No: 2035 Installation Method JELD-WEN, inc. Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites 4.50"TYP.--1 F �000() TTYY- 16.41" TYP. 00"TYP. 3.00 lY. 00" 1YP. 13.41"TYP. 6.00" 6.00"TYP. 12.50" 3.00" 00" TYP. 6 00" TYP. lYP 00. TYP. 1 TYP— (~ • 6 7YP. I II Ll i I I I I I I I I I 11 II 1 6 TYP. I I I I I I I I I I I 5 5 SPACES SPACES ® 13.85" ® 13.85" LAI rI rt rI rt I I —t r rr II I r- 3.00"TYP.- I-- 3.00"Ty. .00"TYP. 00"Tlf. 7.00"PP. 00 • 7.00" TYP. ••• 12.125"• •••• 3.00"I . 7.00" TYP. hP • • • TYP. • •• • •••• • •••••• •••• •••••• • 4.50" TYP. -1 9.00" TYR •••••• 3.00" TY. 6.00" 1YP. •••• •• • • • �� 6.58" 1YP. • • • • • 3.00" TY. .00" TYP. •••• • •• ••••• I I r • 6 TYP. 1 11 III I I 1 1 1 I I 1 6 TYR I0 0 I I • i •• • i ••••. .••..• 6 • • • • 5 SPACES ••• • ••• �••••� SPACES @ 11.54" • • • 13.85" _ - •• • L-4 l l I I I I II I I I LJ L 3.00" TYP. .00 8.58" 3.00" TY.-j LJ 7.00" TYP. TYR TYP. Hermes F. Norero, P.E. Florida No. 73778 Page 5 of 5 G JELI�EN® Steel - 74.5"MAX. O.A. FRAME WIDTH- _ 70.25"MAX. OA FRAME WIDiH- .075'TYP. -- -.125" .75" _.75"MULL 15.5'MAX O.A. J6.625"MAX. D.A. TYP. + ~I BAR TTP. SIDtLITE FRAME WIDTH ENERGYSAVER/CONTOUR64"WOODEDGEOPAOUESTEELOurs WING PANEL IYIDTH -36"MAX.OA .875 36'MAX OA 14•MAX,OA IMPACT DOOR UNITS WITN&W/TROUT SIDELITES W/ASTRAGAL PANEL WIDTH TYP. PANEL WIDTH ' PANEL WIDTH 0 FIN ® ® VE > rn GENERAL NOTES INACTIVE ACTIVE V m � `n 1. THIS PRODUCT IS DESIGNED 70 COMPLY WITH THE CURRENT FLORIDA BUILDING 6"MAX. Z � u>'cY�i CODE AND HIGH VELOCITY HURRICANE ZONE"HVHZ`REQUIREMENTS. 80" 80" % D.A. O.L.O. a -+ 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER MAX MAX. WIDTH W Q_ LOADS TO THE STRUCTURE. O.A. OA S1 Q F J. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED PER ANCHOR LOCATION co PANEL PANEL 63.125' DRAWINGS.ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL HEIGHT HEIGHT MAX M Q 6 OA cl�iYa DRESSING OR STUCCO. 8125" O 4. SEE TABLE 1 ON iH15 SHEET FOR DESIGN PRESSURE RATINGS. 81.15 D.L.O. 5. THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR "HVHZ"ZONES. SEE Ofi. ® �- m© MAX. ® F G HEIGHT THE DESIGN PRESSURE CHART BELOW. FRAME FRAME 6. DOORS ARE IMPACT RATED AND DO NOT REQUIRE MIAMI-DADE HEIGHT HEIGHT APPROVED IMPACT RESISTANT SHUTTERS. 7. MIAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED oc FOR SIDELITES Z�3 B. SIDELITES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUDLE00 �w CONFIGURATION. (0 x� o SINGLE OUTSWING IMPACT �o� ¢z 0.625" 0.75` 0.625`4 A UNIT(0X0) W/NON-IMPACT wa RESIDENTIAL INSULATED STEEL DOOR!Common to all frame conditions)) 4LSIDELTTES VIEWED FROM EXTERIOR I o�+ COMPONENT CONSTRUCTIONS: DOUBLE OUTS{WNG Ih1PACi UNIT(XX) ?oo Z4 _ 37.75"MAX. D.A. VIEWED FROM EXTERIOR .875'- 107"AIAX. O.A. FRAME WIDTH E, Face sheets:24 ga. (0.020) minimum thickness, Galvanized Steel A-525 FRAME WIDTH - .125" -- .75'MULL _ 15.5"MAX. OA a commercial uali TYP. o m wS q ty-AKDQ per ASTM 620 with overage minimum yield DAR TYP. SIDELITE FRAME WIDTH w�= w w __36"MAX. O.A. 3G.625'h1AX. O.A, o strength Fy(ave.)=24,600 psi. 5"TYP. PANEL WIDTH 36"MAX. O.A. _ 14'MAX. OA c�oC v o Core design:Expanded polystyrene with I.0 to 1.25 lbs./cf density, by I PANEL WIDTH I W/ASTRAGAL PANEL WIDTH �I PANEL WIDTH JELD-WEN, INC. F �Ad Door Panel Construction:The active and inactive panels are constructed from o a�: o 24G4. (0.020"min.)galvanized steel. The(ace sheet tops and bottoms are ® f- ® ® ® =3 a bent 90'over the top and bottom rails. The top LVL rail measures 1.67" L 9 6,MAX� wide x 1.041"high. The steel bottom roil is roll formed 0.021"galvanized INACTIVE AC71VE OA D.L.O. 5 R N steel measuring 1.67'wide x 1.21 high. nle sides of the face sheet are 80" 80" 10/ % WIDTH roll formed onto the LVL latch stile and Ponderosa Pine hinge stile which MAX. hMX. U U measure 1.67"x 1.0". The interior cavity is filled with polystyrene. The O.A. OA. face sheets are glued to the polystyrene. PANEL PANEL 63.125" o 0 Fixed Lite Const.:The sash is constructed from 24GA. (0.020"min.)galvanized HEIGHT HEIGHTN steel. The edges of the face sheet are bent 90'over the polystyrene core p p O.A. w w and glued to it The sidelite panels are rouled to receive the OOL Lip Lite 1.25" 81.15" D.L.O.Frames or the optional Trinity Light Frames. (See sheet 7 for glazing MAX. C w details.) The lite frames are sealed w/QSD glazing compound on the O.A. W O P MAX. G HEIGHT w 5 0 0 exterior. FRAME D.A.FRA. Z Frame Construction:The frames are constructed from Ponderosa Pine jambs HEIGHT HEIGHT o o measuring 1.25 wide x 4.5625'deep. The door and sidelite head jambs are mortised and butt joined to the side jambs and attached with(3) 16GA. o 0 o z z 2`x 7/16"crown wire staples. The units use a standard bump face Pemko •• • • •• 0 0 o w w threshold measuring 4.041"deep x 1.0`high. The threshold is attached to ° ��¢cocz the frame with 3 16GA.2`x 7 i6"crown wire sta les. •� • •• • • 000 0 0 0 0 • • • • DOUBLE OUTSWING IMPACT 111111II TTS •• • •• • 0.75" NITOXXO W NON-IC 0. �� rr B _SIDELITES VIEWED FROM EXTERIOR ABLE OF CONTEN0.52 625' SHT DESCRIPTION NGLE OUISWING IMPACT UNIT(X) F. 1 GENERAL NOTES AND TYPICAL ElEYATIONS BLE VIEWED FROM EXTERIOR �`tv Sj �� DATE: g-i 1-Ot 2 VERTICAL CROSS SECTIONS AND BILL OF hOiTERWLS • ••• ' 3 HORIZONTAL CROSS SECTIONS • • • • SESIGN PRESSURE ON17WBRERE IVATER _ Prepared By: SCALE: N.T.S. 4 HORIZONTAL CROSS SECTIONS AND NOTES • • • INIlUR40M AEQUIPMEN IS NEEDED _ = owc.BY: JWJ 5 ANCHORING LOCATIONS AND DETAILS • • • • SIN [WOR UNIT $OYI X oxo +66 psf-70 psf = T T (T, m:S. SAFFEL 6 ANCHORING LOCATIONS AND DETAILS •• • • • IV,U'0 NON-IMPACT SNE1fIE5• o 7 GLAZING DETAILS y signed by Hermes F Norem,P.E. % �,n"m �P1 R UNIT(XX,OXX,go,Ono) % AR.i ND•)] BUILDING DROPS, INC. i 8 UNIT COMPONENTS +57 sf-57 s/ eason:l am approvin [his document FOVO MOM SIDELITES P P ate:2012.05.0117:51:35-04'00' rerE cp A xs AVE a,`q. Phone:407-644-6957 ••• • • • • ••• • • qr �n�zuse Fax:407-644-2366 8 • • • s • • • • ••• • • • ••• • • 0.75"MIN. CONCRETE/ 0.75"MIN. CONCRETE/ IIEM DESCRIPTION aWdERIALEDGE DIST. MASONRY 51 EDGE DIST. MASONRY 51 1 DOOR STEEL FACE SHEEF 24GA 0,020MIN.1.50" BY OTHERS 1.50" 1 OTHER 2 FRAME HEAD FlNGER JOINTED PONDEROSA PINE MIN. MIN. 3 FRAME HINGE JAMB FlNGER JOINTED PONDEROSA PINE 0.250 EMB. 19 EMD. 19 4 FRAME LATCH JAMB FlNGER JOINTED PONDEROSA PINE MAX. 5 4"x 4"BUTT HINGE 12 a. BY HAGER SHIM 20 20 6 9 X i"PFH WOOD SCREW HINGE TO DOOR � rn7 DOOR LATCH STILE m ¢ 2 8 OUTSIVING PEMKO BUMP FACE THRESHOLD ALUMINUM V F 0.250" /. y 44 9 BRAD TRIM NAIL 16GA, X I- FOR MULLION CAP STEEL z °C "' M MAX, _ // /// p N // 10 COMPRESSION WEATHERSTRIP FOAM z a Q o, 1 1 SHIM ''. 32 11 DOOR TOP RAIL LVL W Y LE C SEE DETAIL 7 SEE DETAIL 7 12 DOOR BOTTOM RAIL STEEL Q ON SHEET 5 ON SHEET 5 1 13 DOOR HINGE STiLE(FINGER JOINTED PONDEROSA PINE WOOD Ln 31 14 10 x 1 314'PFH WOOD SCREW STEEL 17 EE NOTE G ON 29 SEE NOTE 3 ON 15 LOCI(BLOCK FlNGER JOINTED PONDEROSA PINE WOOD SHT. 4 SHL 4 i6 .3/16"ITW TAPCON ANCHOR W 1 1/4- MIN. EMBED. STEEL 10 17 EXPANDED POLYSTYRENE 1.0 to 1.25 Ib. cf DENSITY BY JELD-WEN FOAM 1.750"MIN 1.750" MIN. _ 16 NOT USED - PANEL THK PANEL THK. 36 19 2x WOOD SUB BUCK WOOD 20 SHIM 0.25'MAX. THI<. HIGH DENSITY PLASTIC OR GREATER 17 21 KMKSEF 400 SERIES KNOB STEEL Z" N SEE NOTE 2 ON 23 22 KWII<SET TITAN 700 SERIES DFADBOLT NOT SHOWN STEEL SHL 4O 38 23 8 x 1 1 2"PLASCREW9 ODL LITE FRAME STEEL �o zy 45 24 8 x 2 PFH WOOD SCREW STEEL O x� O¢ 25 8 x 2 112"PFH WOOD SCREW WITIEL 0.125" MIN. 47 26 10 x i"PFH WOOD SCREW IMPERIAL ASTRAGAL TO DOOR �a GLASS THIO. 27 10 x 2"PFH WOOD SCREW woz ow 28 MULLION CAP aN 10 E ERIO INTERIOR EXTERIOR 29 SILICONE CAULK CR LAWRENCE 33 C 80.0" 80,0" 30 GLAZING COMPOUND QSD BY ODL opo m ¢m8 AX MAX 8 AX. MAX. 31BRAD TRIM NAIL 16GA. x 3 4" FOR 3 8"QUARTER. ROUND. 4 0€ W EMAX. MAX. SEE GLAZING 0 m wO.A, O•A• O.A. DETAILS, SHEET OA• 32 3 8"QUARTER ROUND SIDELITE STOP w > PANEL �. PANEL 33 CORNER BLOCKS FOR STEEL DOOR BOTTOM RAIL MOF FRAME FRAME 7 HEIGHT HEIGHT 34 SCHLAGE KNOB SEF F51 STEEL o a o HEIGHT ;: HEIGHT o �3 � 35 SCHLAGE DFADBOLT 8360 NOT SHOWN) STEEL D: a 36 SIDELITE STEEL FACE SHEET 24GA. 0.020"MIN. STEEL STEEL a a SEE NOTE 2 ON 37 37 11B TEMPERED GLASS BY PPG GLASS 23 J8 ODL LITE FRAME SG SPARTECH POLYCOM PP5530 C13 POLYPROP. ^ ~ m SHT. 4 39 PRESSURE TREATED MULLION BAR (-3T4" x 4 9116 x 81 1/4") P.T. WOOD 40 ALUMINUM EXTRUDED ASTRAGAL BY IMPERIAL ALUMINUM "U 38 m 41 ASTRAGAL STRIKE PLATE BY IMPERIAL STEEL o 0 42 YALE KNOB HERITAGE SERIES STEEL N N T 1 36 43 YALE DEADBOLT HERITAGE SERIES" NOi SHOWN) STEEL 44 SIDELITE FRAME HEAD, SILL AND JAMBS(FINGER JOINTED PONDEROSA PINE) WOOD 17 EE NOTE 6 ON 17 w w o o SHT. 4 29 45 LITE FRAME BY TRINITY FOR 1 2 I.G.U. POLYPROP. 1 0 / 32 46 1 2"INSULATED TEMPERED GLASS BY TRINfTY AMPAC GLASS o o Z �� EC NOTE 8 OiJ 47 LTTE FRAME BY TRINITY FOR I"GLASS POLYPROP. �(L EE NOTE 9 ON 33 SHT. 4 16 ":Y E 48 1"INSULATED TEMPERED GLASS BY TRINITY AMPAC GLASS o 0 0 SHT. 4 16 •• ••• • �; • • •� 0 0 o w • • • • •NOTE 3 49 UTE FRAME SCREW 6 x 1 1 2"LONC PANHIAD BY TRINITY STEEL z¢o SE DETAIL 7 50 GLAZING COMPOUND DOW 1199 SILICONE 12 O •CHEEP j • ••� S S T. 4 In p � 51 10 WOOD INSTALLATION SCREW W 1.50"MIN. EMBEDMENT STEEL • • it 52 DOOR LATCH STRIKE PLATE STEEL 53 DOOR LATCH DEAD BOLT STRIKE PLATE t�� rrr STEELO /// �1•. .;�' � 1.25„ ••• i:• f •",,•1.• •• r :O Prepared By: SCALE: N.T.S. ` MIN, _ 1.25" ,,I�CONCRETE EMB. • • I•• •CONCRETE/ 7 --' DWG.ar: JWJ 2.50"MIN_ / •• • 75" 2Sd"MINS• •10MIONRY MIN. EDGE DIST. MASONRY • •• MINt EBGE oVISL • eqbTHERS T T ;'4U a cHK By.S. SAFFELL EMB. BY OTHERS ••• • ••• • • �� D;��` DRAWING NO.: A VERTICAL CROSS SECTION B VERTICAL CROSS SECTION DA�E.rw s \ �� BUILDING DROPS, INC. 5-2104 WITH HIGH DAM THRESHOLD AT SIDELITE SASH f'�i�� EA -A`9�� Phone:407-644-6957 FOPE C ,cp nu i n �ntx xa»e Fax:407-644-2366 sHEET Z OF 8 • • • • • • • • • • ••• • • • ••• • • SEE NOTE 4 25 19 20 4 52 7 1 15 ON SHE 4 21 42 34 13 6 5 6 3 20 19 27 SEE NOTE 7 ON SHE 4 0 O � XTE IOR EXTERIO ° 1,750""MIN. Ci m o ° PANEL THK. Q ¢11-1 - M a p. '• I �p W w lQL CR ,} <. w I� 2 ; MASONRY • l BY OTHERS o' 1 N ERIOR- INTERIOR ,p' . •• �� 51 10 10 e5y1111, 0.75""MI ° �� 1 17 17 1 � 0.75"MIN. o x� EDGE DI T.d.°, SEE DETAIL 5 SEE DETAIL 5 0° EDGE DIST. WOQ No ON SHEET 5 e' ON SHEET 5 d (Cl HORIZONTAL CROSS SECTION MAX. [D1 HORIZONTAL CROSS SECTION n a an z ow 0.2 SHIM LATCH JAMB TO BUCK HINGE JAMB TO BUCK 0.250"'MAX. — o�= m �" 1.50"MIN. SHIM 1,50'MIN. a w o w = CONCRETE/ EMBED. EMBED, W o3 a MASONRYad BY OTHERS s o SEE NOTE 1 0 ON SHE 4 26 40 a a ASTRAGAL THROW BOLTS (2) TOTAL; (1 EACH) EXTERIOR 0.31"DIA x 9.0"LG.AT TOP& BOTTOM 17 15 1 7 40 52 7 1 15 21 4234 ` m INACTIVE EXTERIOR ACTIVE N N SEE NOTE 26w I SHE. 4 �IzZN / INTERIOR 10 W W • •• DETAIL 1 zow • • • • • ASTRAGAL TO STILE ATTACHMENT 0 0 0 0 1.750"MIN • •• • • • • • NOTE: ITEM 24 NOT SHOWN THIS _ v •-•• •••• •••• •• VIEW FOR�CLA�R,,J�11 j j I j1,PANEL THK •N • 0• • 8 4 o ES F. O SEE DETAIL �� Qi Q '. DATE: 9-11-01 SEE NOTE 4 24 1 ON THIS 10 1 17 r 'O Prepared By: ON SHE 4 - SCALE: N.T.S. SHEER ••• ••• • • M.BY: JWJ cNx.er:S. SAFFELL n HOR ONE L•CROSig•SECi1014 • • • • • O ' �<v; DRAY/INC Na.: AT•IAIPERIAL ASTR �_ • • onv.•c.ao•Sm)� � BUILDING DROPS, INC. 5-2104 (a�iv �ns�AFLVE�iC'I!� Phone:407-644-6957 Fare cFF��ap Aa�i HR'An �nt�`7➢573 Fax: 407-644-2366 SHEEP 3 of 8 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • SEE NOTE 7 37 SEE NOTE 4 ON SHE. 4 24 44 28 9 4 52 7 1 15 21 42 34 13 6 5 6 3 28 9 44 14 ON SHE 4 32 EXTERIOR 47 4538 SEE NOTE 3 31 1.750"MIN. o ON SHE 4 EXTERIOR PANEL THK. 36 17 U m o37 ui � zc cc DO J. . \ ui \ INTERIOR SE GL 36 ZING INTERIOR E 10 7 \� SEE NOTE 223 SHEET 7 �/ �\ 10 SEE NOTE 5 \ ON SHT4 SEE NOTE 6 29 // \\ P5 SEE NOTE 5 I 17 17 1 ON SHl 4 25 /// �\\ SEE NOTE 6 ON SHE4 ON SHE 4 // \� NON .SEE DETAIL 5 SEE DETAIL 5 SHl 4 ov�oU w 0.750" 39 ON SHEET 5 ON SPIFFY 5 0.750" SEE GLAZING �J S �w 39 DETAILS, SHEET 7 ' T C1 HORIZONTAL CROSS SECTION wQz rz Cl HORIZONTAL CROSS SECTION o v U AT SIDELITE 1"0 LATCH JAMB AT SIDELITE TO HINGE JAMB ,:c E ¢¢ z 000 M o Ea C. N NOTES: CONCRETE/ w BY OTHERS 51 19 20 4 31 SEE ESHE 43 37 0 �3 1. SPACING FOR ITEM 126 THE 110 x i"PFH SCREWS ATTACHING T14E IMPERIAL ASTRAGAL TO THE INACTIVE DOOR IS H AS FOLLOWS: FROM THE TOP DOWN & THE BOTTOM UP, 1.0'; 2.5", 4.0", 5.5, 13.0", 18.0"& 26.0". a 2. SPACING FOR ITEM 123 THE 18 x 1 1/2"PLASCREW IS AS FOLLOWS: SEE GLAZING � =_ TOP & BOTTOM. HORIZONTALLY SIDELITE PANEL• 3.0"IN FROM EACH CORNER. 32 35 38 45 47 DETAILS, SHEET 7 5>PE = m ON THE SIDES, VERTICALLY FOR THE SIDELITE PANELS, 3.0, 13.0", 26.0", 39.0", 52.0"& 63.0". °e .. U J. SPACING FOR ITEM 131 THE 160A x 3/4"BRAD TRIM NAIL ATTACHING THE QUARTER ROUND 70 iNE SIDELITE AND ITEM 19 THE 16GA. X i"BRAD TRIM NAIL ATTACHING THE MULLION CAP TO THE MULLION BAR VERTICALLY, IS AS FOLLOWS. TOP & BOTTOM HORIZONTALLY(FOR THE 3/8"QUARTER ROUND); 1.25" IN FROM EACH CORNER WITH \> EXTERIOR o o W N N (i) NAIL MID-SPAN. - \ - � o ON THE SIDES VERTICALLY(FOR BOTH 3/8"QUARTER ROUND & MULLION CAP) 1.25" FROM EACH END & SIX MORE y EQUALLY SPACED ON THE FIELD. n ' '° W o o 4. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE ITEM if125, A//8 x 2 1/2"PFH WOOD SCREW. a° \ - 0.125"MIN. INTERIOR o WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE ITEM x/24, A �f8 x 2" �\ - GLASS iHK. w PFH WOOD SCREW. , W 5. SPACING FOR ITEM J25 THE#8 x 2 1/2"PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MULLION, °a. \� g IS AS FOLLOWS: 6.0"FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED ON TIE FIELD,•• SEE NOTE 2 23 / ON SHE. N0000 6. THE SIDELITE PANEL IS SECURED INTO iNE SIDELITE JAMB W/ITEM f/�9'S1LIC��CAQLiC�N•THPfE ZIDEF AND \\ � HORIZONTAL CROSS SECTION 3/8" QUARTER ROUNDS SECURED WITH ITEM 131 BRAD TRIM NAILS x•3/4"LONO/ •• • • • • • ° \ o N o�k 7. WHEN ATTACHING THE HINGE iO THE JAMB AND BUCK USE ITEM 27, A• 0 x 2•P •'• • 0.75"MIN. ° \� SEE NOTE 6 ��TT {Q�LITE TO BUCK ^o b Qo // S�RE�. ZVHf�I AifACHIN/ c>' • EDGE DIST \ 29 ON SHT. 4 �`��, �� 'o 0 0 THE HINGE TO THE JAMB AND SIDELITE JAMB AT iNE MULLION USE ITGhtt 14rA X10 x•Im 3/4•PFH•WO5D SCREW. ,` ES F O m B. SPACING FOR ITEM 149 THE 16 x 1 1/2"PANHEAD SCREW (TRINITY LITEFRAME) IS AS FOLLOWS: < , o' SEE DETAIL 5 ��` SIDELITE LITEFRAME FROM THE TOP DOWN VERTICALLY 3,25", 18.0625 32.8125", 47.5G25" & 62.G25". ON SHEET 5 - O Prepared By: scue N.T.S. SIDELITE LITEFRAME TOP& BOTTOM. FROM THE LEFT: ONE(1) SCR AT 5. = �N g• � • ••• • ••• a 0.250"MAX. = 7 :' _ n GwG.BY: JWJ 9. ALTERNATE CONCRETE/MASONRY INSTALLATION ANCHORS OF EQUIVA6EN1:PERf4RMANCE•CHARACT TiCS LI1J QE • • — _ -o . T T �� CHK.BY:S. SAFFELL USED UPON APPROVAL OF THE ARCHITECT OR ENGINEER OF RECORD FOR Tf:E PRVJECT•OF I ALLAi 0N* • • • SHIM • 1,50"MIN. % P; <u` ouvrwc NO.: 10. USE ITEM #51 WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD &•J IBS.•YSE ITEM 25 WHEIP INSTALLING•IN?O ' 0 %:c` m v MULLIONS. USE ITEM 116 WHEN INSTALLING INTO CONCREFE/MASONf4T'SUBSTRATE AT• LITE�ILLS. • EMBED. �tn� °A'Ngt ''9- �` phon�IN407R644 6957 OPS, INC. 5-2104 NPE CEITY./!�nuri6i Fn 29573 Fax:407-644-2366 SHEET 4 GP 8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r 74.50"MAX. O.A. FRAME WIDTH 70.25"MAX. O.A. FRAME WIDTH SEE DETAIL 2 ^� ON THIS SHL SEE DETAIL 4 0 ON THIS SHL 4.50 TYP. 9.00"TYP. o 6 .00" TYP. 3.00"7),P.-- .Do" 6.00"TYP. 6.00"TYP. 12.50" 6.58' m nP TYP. 3.00"TYP- - P - --3.00"TYP. U .[7 3.00"TYP. � m cn SEE DETAIL 4 0 " 6 TIP. I I� -I I I I 7.375" ON THIS SHE z Y ¢ � 6 TYP. I III III I W '+r co 7.375" - 51 51 51 l' 0 M Q � W TYP. TYP 31 5 'f SEE NOTE 5 - - 31" " SPACES SPACES \ - ON SHEET 4 ® 13.85" 0 13.85" SEE DETAIL 6 SEE DETAIL 5 ON THIS SHE. _ ON THIS SHE - 81.25 z` w r MAX. �C MAX, i \ O.A. N�w FRAME I ' FRAME X5.50" 25 X`V) z HEI HT - 5.50" HEI HT - TYP. - o� o Z5 w_i a ¢H / y� e I aaz zo 36.625" 36.625" oC vw z 16 16 CS N TYP. TIP. �L w o 1 1 1 0 3 � a a 3.00"TYP.- 1;1-;!3.00"NP. -3.00"TYP. Y x--I 6.00L- 7.D0"TYP. 1 iYFSI 1T 3.00"TYP- - -- 7.00"TYP. > �m TYP. .15"MIN. o C-SINK. N SEE DETAIL 3 /' o ON THIS SHE / Z DOUBLE DOOR WITHOUT SIDEI ITES ANCHOR LOCATIONS SINGLE DOOR WITH SIDELITES ANCHOR LOCATIONS VIEWED FROM INTERIOR VIEWED FROM INTERIOR o o z 16 51 25 , 9; 25 16 53 53 SEE NOTE 10 \\ 27 SEE NOTE _ 000 • • 7:SH�L•F.4 : : ••• \ / ON SHEET 4 . •• • • • •j / 41 / o /+ • \ i i �•i •� / AIL 7 ^N� ��uuuurr � 6 / . • • • • 5.50 •I `trS F. O ��RSINK FOR INSTALLATION ANCHORS 24 5.50" 24 25 � pQ / �� 1 0• �.— 6 I '�• , ,A �� DATE: 9-11-Ot 41 SEE NOTE 1 'O �� •� • • /i• ••: : • , •— Prepared By: SCALE: N.T.S. \ / _ i 4 SHEL7 4 = _ DWG.BY: JWJ _ _ • • ••• • O = T T �� CHK.BY:S. SAFFELL DETAIL 2 - 0 HEAD JAMB DETAIL 3 - ( THRESHOLD • • • • 5 • 52 O DRAWING NO.: P;' <v ••• D tL 4 ••• • • UETAIL 5 DETAIL 6 �' v.•c.No•a \ �� BUILDING DROPS, INC. 5-2104 ASTRAGAL STRIKE PLATE ASTRAGAL STRIKE PLATE HINGES TO JAMB do DOOR STRIKE PLATES TO ASTRAGAL STRIKE PLATES TO JAMB FHPE�� + u i n in �1r Phone:407-644-6957 C ,c1r n (�YBS]B Fax:407-644-2366 sHEET 5 of 8 17 50 30 37 0 EXTERIOR 50 0 0.125" MIN. �j m o TEMP. GLASS HICIINESSCO w wZ OD W � m EL INTERIOR 0.50" GLASS BITE 17 29 50 29 46 50 38 23 SEE NOTE 2 ON SHE. 4 z` w EXTERIOR0.500" MIN. vi�w GLAZING DETAIL 1 GLASS THTC 0.125" TEMP. - ODL LITE FRAME SINGLE PANE y;j; 0.250"AIR o¢ 1/8"TEMPERED GLASS GLASS SPACE N o SPARTECH w az POLYCOM PP5530 C13 0?z r z o o m 00 � ca 0.125"TEMP. o 03 N INTERIOR 0,50 INTERCEPT GLASS w U-d Of ` GLASS STEEL SPACER a o 50 BITE o a a 17 29 29 48 50 45 49 SEE NOTE 8ON SHE. 4 5 3 x> »N1�1-m (i EXTERIOR 0.125" TEMP. GLAZING DETAIL 2 0 0 TRINITY LITE FRAME o o w GLASS N N 1/2"INSULATED TEMPERED GLASS LUPOY EU-5007 1.000" MIN. tz t 0.750"AIR SPACE w W o 0 GLASS THIO 45 z 0.125" TEMP. NOTE: 9;o .75"x .50"INTERC o 0 o z z INTERIOR STEEL SPACER ALL GLAZING CONFIGURATIONS o 0 o w w 0.50' •• ••• • • •GLAV • •• SHALL COMPLY WITH SAFETY GLASS • • • • • • • • • ^N N N N ` • • •• • • • • • GLAZING REQUIREMENTS OUTLINED o 0 0 0 BITE • •• • • • • ••• • • • • FBC SECTION 2406. SEE NOTE 8 • • • • • • o N o^a 50 47 49 ON SHT 4 seeF 0ri W U m Q DATE: 9-11-01 GLAZING DETAIL 3SCALE: N.T.S. TRINITY LITE FRAME • ••• • ••• • • �; 7 �_ Prepared By: I" INSULATED TEMPERED GLA:S • • • • • • • • _ * _ DWG.BY. JWJ LUPOY EU-5007 •• • •• •• • • = o T T a = cm.er:S. SAFFELL • •• • • • : ••• ��p-,` mDrs • [v�` DRAWING NO.: DA>.•c.ra•�is �� BUILDING DROPS, INC. 5-2104 fa'f�+• Phone:407-644-6957 FDPE C Ap na 29570 Fox.407-644-2366 SHEET 7 of 8 1.670" -I 1.670" - 1.670" - 1.670" - --{ I- 4.5625" 1.210" ,. %� i I` 2.188"-I �� ' 1.000" 1.000" --1 /.� �� _L 1.042 1.250., /�j j/� .� ��/ 0.750" o NGE STII 0.500" LO o rn 12 24CA (0.021")STEEL 13 STEEL FINGER JJOINTIED PONDEROSA ODOOR LATCH STILE DOOR TOP RAIL m ¢ - PINE WOOD LVL 11 LVLM44 00 J MB ti oFINGER JOINTEDpcPONDEROSA PINE W C* 0.513" 0.125" w Z 1.645" -I L�0.529" .� co x a 0.360' 0.500" 1.544" 0.831" - ?::............. ...........•cam 1.544" 1.586" -- 0.140" 0.530" - I I` 1.750"-I 1.750"-I T2.621" 52"F2.521'" - - 2.519"CORNER BLOCK FOR COMPRESSION WEATHERSRTIP - Xo STEEL BOTTOM RAIL 10 45 1/2"I.G. TRINITY LITE FRAME X11"I.G. TRINITY LITE FRAME o � v7 SCHLEGEL Q-LON QDS 650 471/8"S.G. ODL LITE FRAME oc� MDF x 3.0"LONG POLYPROP. POLYPROP. POLYPROP. R2•1 CIE z TRINITY PLASTIC LITE I(fi MATERIAL I TRINITY PLASTIC LITE I(IT MATERIAL ODL PLASTIC LITE KIT MATERIAL 'oo i a i 1.500" -I APPROVED UNDER NOA X07-0828 01 APPROVED UNDER NOA J07-0828.01 APPROVED UNDER NOA //10-1209.01 !!g 1.250" - 1.109" 0,868" a 0.482" �F 0.585"---i I- ®0.375" Woo W I o 0.624" ® O 0.375"-� E� o 03 v g -I O O3/8•QUARTER ROUND 1.750" O 32 SIDELITE STOP o � o I 2.500" 1.736"0.675' ASTRAGAL HAS TWO 0.3125" 2.137"1.012 PINE 2.040" O O a a L DIA. x 9"LONG BOLTS; Y=_ 1 ON TOP, 1 ON BOTTOM ® O -I 1.375" I-- O O 5 a m T- m 7 7 N-F 1.025" -I - O �.t i%il U 0"0.097" 1- 1.381" 4.000" ASTRAGAL (IMPERIAL) ASTRAGAL STRIKE PLATE DOOR LATCH STRIKE PLATE DOOR LATCH DEAD 40 41 52 STEEL 53 BOLT STRIKE PLATE 28 MULLION CAP o 6063-T6 ALUMINUM O(IMPERIAL 0.125"STEEL) O O O 5 HAGER STEEL BUTT HINGE N ry w STEEL PINE(61.25"LONG) 04"x 4"x 0.097"THK. STEEL M y 11.875" 1.710" 1.000" DIA. VARIES WITH .' 0.582" o o HARDWARE USED 000zz •• ••• • • • • • •• i�j / 4.0410. 00• • • • • • • UTSWI A D BUMP FACESH = o=a •• ••• •• • • •• 4.000" �// Q�� ALUMINUM - BY PEMKO u]o l o m n J ES O00 INSERT w o v m c DATE-* 9-11-01 • ••• • ••• • • /� 'O Prepared By: sOUE: N.T.S. • • • • �� T T r CHK.BY-.S. SAFFELL •AD LACK BLOC; • ••• • • 1-101" i 01"Enu� REpPp DRAWING NO.: d 15 FINGER JOINTED PONDEROSA PINE i,�] DArP.HgAo•>�] � � BUILDING DROPS, INC. S-2104 G p' Phone:407-644-6957 1 r9pE C ,9F AU P �RD`Y05]e Fax: 407-644-2366 sHEFr 8 OF 8 ••• • • • • 0:0•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI-RADE MIAMI-DADE COUNTY LWANUM PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eovinera/ T.M.Windows,LLC. 601 N.W. 12`h Ave. Pompano Beach,FL 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perforin in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series-249 Aluminum Outswing Doors w/wo Sidelites-L.M.I. APPROVAL DOCUMENT: Drawing No.W11-03 Rev B,titled"Series-249 Alum Out-swing Door w/Sidelites (L.M.I.)", sheets 1 through 16 of 16,prepared by AL-Farooq Corporation,dated 02/10/11 and last revised on APR 18, 2012,signed and sealed by Javad Ahmad, P.E.,bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. See sheet 5 for single or double Door Design Pressure(DP)rating Vs glass type and/or threshold type (Exterior(+)water limit) 2. See sheet 6 for Stationary unit or doors w/sidelite DP rating Vs glass type and/or threshold typal tower DP •••••• rating of Doors or Sidelites shall control when combined together. •••• ••,• 3. See sheet 4 for Single Door w/SHW design pressure rating Vs glass type and/or thrpkD914 type,jaited to 0 0 0 single door application only. • ....00 0 0000.. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,pity!state an6 sprit and 0 • following statement: "MiamNQade County Product Control Approved", noted herein. 0000 ••0 0 00 0 0*0 006:*9• RENEWAL of this NOA shall be considered after a renewal application has been filed andK0000 beftu8 Mange...... in the applicable building code negatively affecting the performance of this product. :06:9: • TERMINATION of this NOA will occur after the expiration date or if there has been a revision of chanAv in Ilse :0***: materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement ofany product, :0000: for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply witfigty section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#11-9218.05 and consists of this page i and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda,P.E. NOA No 12-0208.14 MIAMMADECOUHlTY Expiration Date:April 21,2016 Approval Date: May 03,2012 ,�`� Page 1 T.M.Windows,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file# 11-0218.05) 2. Drawing No.W11-03 Rev B,titled"Series-249 Alum Out-swing Door w/Sidelites(L.M.I.)", sheets 1 through 16 of 16,prepared by AL-Farooq Corporation, dated 02/10/11 and last revised on APR 18,2012,signed and sealed by Javad Ahmad, P.E. Note: This revision consists of FBC 2010 notes only. B. TESTS (transferred from file# 11-0218.05) 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of aluminum outswing doors w/wo Sidelites (samples A-1 thru F-1),prepared by Fenestration Testing lab, Inc.,Test Report No. FTL-6168,dated 12/14/2010,witnessed by Jorge A. Causo,P. E. and signed and sealed by reviewing engineer Marlin D. Brinson,P. E. Note: This test report has an addendum letter dated March 28,2011, issued by Fenestration Testing lab, Inc., signed and sealed by reviewing engineer Marlin D. Brinson, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural.analysis, complying with FBC-2007, prepared by Al Farooq Corporation, dated 02/17/11 and last revised on 04/01/11, signed and sealed by Javad Ahmad, P.E. (submitted under file# 11-0218.05) 2. Glazing complies w/ASTME-1300-02&-04. D. QUALITY ASSURANCE 1. Miami Dade.Department of Permitting,Environment, and Regulatory Affairs•PERA). E. MATERIAL CERTIFICATIONS ••••• ••••:' 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemears& Co., Ib6'For •• 0000.. their"DuPont Sentry Glass interlayer @",expiring on 01/14/17. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for thei"L-"'hex Glear or0 61 colored interlayer", expiring on 05/21/16. 000000 : '•• ••••• F. STATEMENTS •��•� •� ' ' •0•�• 1. Statement letter of conformance FBC 2010 and letter of no financia, W* em* t,prepared by •. AI-Farooq Corporation, 01/19/12, signed and sealed by Javad Ahmad,If.E;. :...:. 2. Statement letter of conformance FBC 2007 and letter of no financialVnt0ast,prepared by ;•••• Al-Farooq Corporation, 02/17/11, signed and sealed by Javad Ahmad:13.f. (subrflijte(; under file# 11-0218.05) 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA# 11-0218.05, expiring on April 21,2016. 2. Test proposal # 10-0017,dated 01/06/10 and e-mail test revision dated Oct 06,2010 approved by BCCO. VI Ishaq 1.Chanda,P.E. Product Control Examiner NOA No 12-0208.14 Expiration Date:April 21,2016 Approval Date: May 03,2012 E-1 � Y HEAD/SILL ANCHORS AT STILE ENDS 41 7/8' (6)AT J"O.C. B0, o FRAME WIDTH FRAME WIDTH 8"MAX. 15"MAX. SURFACE IED HEAD/SILL Ip---TY—P. 15"MAX• HEAD/SILL A HEAD/SILL FALSE MUCORNERS I ---_` HEAD/Slll a CORNERS MAY BE USED 1 \ II HINCE OPT S \ i t SEE SHEET 5 / i \ i i 0 Q �D W f -21 xx55� O I --- �Y --_ m pso, p W Q OI 11 gj W m O1 ii / NS rn \LOCK OPTIONS I / ^ u y�m W SEE SHEET 5 ii / o • \ II / U n LOCK OPTKXiS SEE SHEET 5 1 =-fin--' \ i == +Dt=== ' =V M ONS x CLASS O.L.D. DIMS. �1 INAUTNE _ 'I ACTIVE ---1- 3 z m D.L.O. HEIGHT (DOOR & SIDELITE) - FRAME HEIGHT - 14. 75" - IfIF. a 'j D.L.O. WIDTH (X DOORS & 0 PANELS) - FRAME WIDTH - 1.875" _ \� N O D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 20")/2H D.L. OPG. m �• 29 7/8" z O.L. OPG. D.L. OPG. v O 38 5/8" 38 5/8•' U LEAF WIDTH LEAF WIDTH 38 5/8" �o_ LEAF WIDTH G y R ffi 12 SERIES-249 ALUMINUFRENCH DOOR W TYPICAL ELEVATION TYPICAL ELEVATION APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS �OPOCTIiLVTCCL 9 a X WITH OR WITHOUT SIDELITES. ( ) ( XX ) Me Flad& =M"Y" SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. ---SINGLE-UAF--DOOR DUAL LEAF DOOR . aea1M -D 1— SEE SHEET 6 FOR DESIGN LOAD CAPACITIES. 10yMIM•Deft •• „ C •^ - DOOR OPTIONS a THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THEA o c= REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY m HURRICANE ZONE (HVHZ). •• ••• • • • • • •• O 1B OR 26Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY • go: • • • • • TO TRANSFER LOADS TO THE STRUCTURE. • •• • • • • ••• • ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,OWHOR••• ••• ••• • • •• DOORS/SIDELITES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. E49r,,SAV AH AD, b EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. LSHJTTERS ARE NOT REQUIRED. 'L&PC f 70x2 g CIA.N.3538 OCHORINGOOR LOADINGHIS CONDITIONS NITIONS NOT SHOWN IN THESE DETAILS ARET PART VAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS A TO AO Ef ONLY.••• 000 : ••• \ 0 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCROWS, THAT* • • ••• • • drawing no. COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL BILLET TA - W1 1-03 REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.6.4. • •• • • • • • • AV -r19 NO i sheet 0:0 •• • • • • 0:0 •• • • ••• • • • ••• • • ANCHORS AT MULLION HEAD/SILL ANCHORS AT 4'. 7"R 10'FROM END OF AT STILE ENDS FRAME AT DOOR AND SIDELITES ,v , FRAME WIDTH (6)AT 3"O.C. TYP• AT HEAD/SILL 1 1/4" MAX 1 1/4"MAX O F 41 7/8' 80.MAX, 41 /8' Z SIDELITE FRAME WIDTH XX DOOR FRAME W10 SIDELI FRAME WIDTH Q _ a7 CIL HEAD/SIU, TYP. /--- 15' O _ SURFACE APPLIED \\ FALSE MUN YINS CORNERS F /1 MAY BE USED 0�, • V GW m I O7OI II II v HINGE OPTIOI4S SEE SHEET/5 f / III G // E 4 \ x LI IEcs J I II II Q O1 \LOCK OPTIONS i it / ii \ J M SEE SHEET 5 I II „ "+ 3 _--i---1 ==--LI---- Li ===1J=== 3Z 7d \ i / ii ii � p•g X00 H10a INACTIVE 4 ACTIVE 30' 30" 29 7/8" LD.L. OPG. D.L. OPG. D.L.OPG. D.L. OPG. 38 5/8" 0 B W 38 t/8" LEAF WIDTH 38 5/8" 38 1/8' /Y6YDC4MLVIWY LEAF WIDTH LEAF WIDTH LEAF WIDTH^ a>g Mw•hwtlN •� •&z TYPICAL ELEVATION !Ct«l "If OXXO ) w [ 0°':os WITH PANEL SIDELITES 'u ry .5 S- ee 0 •• ••• • • • • • • O 0 SS IIE*0 TION*0 TIONS •• _ o • •s • s • • ""•., . . . . • Eng Lj A1MAD b ••' ... '.. . . . .. CIVIL•••. 170 2L.. , I :. s • rF W 11-03 • •• • • . � �•AP.R.'.1•,$��AiZ� sheet 2 of 16 • 0:0 • • • ••• • • • • • • • • • • • • ANCHORS AT MULLION 3 HEAD/SILL ANCHORS AT 4", 7'h 10"FROM END OF AT NDS (6)STILET "ED.C. FRAME AT DOOR AND SIDELITES FRAME WIDTH TYP.AT HEAD/SILL • Z � 3 46 5/16" _0 k i , 80'MAX. i5 6"mAX 3„ Xx DOOR FRAME WI H F a HEAD/SILL TYP. 15'MAX. Q n O p SURFACE APPLIED 0 v CORNERS HEAD SIL - FALSE MUNTINS /{ K _ NAY 6E USED L O �W lag HINGE OPTIONS \ �� • SEE SHEE➢"5 "—_- It W I _ �v✓ \ �✓ v to \J it II 0 M a g LOCK OPTIONS \�EE SHEET 5 1 23 =V y ONm Z� m Z n L �I Fina INACTIVE VJACTIVE i 430"1 4 _ - - -- \ rc `"w"10��•U�ad'Nr*NNVAINdn* D.L.OPO. D.L. OPG. D.L. OPO. 6 3/8" a FTer}d� 8 WN 38 5/8' ~ •re N+ . o u SIOELITE WIDTH LEAF WIDTH 38 5/8" / •INNO LEAF WIDTH u 3 � l"r•� r rc z TYPICAL ELEVATION M r• ••• •( QXXO•) • • •• •-m • • • • • • • ♦ 0 0 • WITH•DIREC'i Sir iIDNLI• S• B s • •• • • • • r•• • � [ MELITE OPTION •' .eny(:JAVAO aAD, C 'FLA.PFnf Tos93�i. g • ••• • ••• • • C`AN.'SS36 �. • • • • • • • • • '1� $ 0 • •• • • • • • • drawing no. 4AR i'g W11-03 sheet3 of 16 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I 41 7/8" 31" Z ; FRAME WIDTH WINDOW WIDTH Q zd 8'MAX. 15"MA%. r0-.LO -PC.+(FIXED) 6 (p HEAD/SILL HEAD/SILL g 0 CORNERS 14 ,0 t/2' MAX, 5"MAX. fl HEAD HEAD/SILL CORNERS V F \p �i 046E _ 4 n= I I J n O 1= I Y1 I m r I / 20 MAX.B" m r3� M m 23 I / SILL x M DI � 26 5/8" 1 D.L. OPG. (VENT) N<_ VENT WIDTH Z O n 3ZQ o 1.2 a 0 Y-- 30" m NOTE: t 38 8 ` � SINGLE HUNG WINDOW IS INTEGRAL PART OF THE SINGLE DOOR. � Dp = +65 LEAF WIDTH —80 PSF EXT.(+) Dp WITH HIGH THRESHOLD, LIMITED TO +58 PSF WITH STD. THRESHOLD ttLODUCI NRVlcslu !.Wft Code u °'rc TYPICAL ELEVATION AeNp0a Hx 1N - /7 X 1(apirt,fa•Da,e FOR DESIGN LOAD CAPACITY SEE SHEET 5 ly SI, GN.I�- ii SINGLE LEAP DOOR WITH SINGLE HUNG wnw TNSERm dYud011 •• ••• • • • • . •• -o • S H WINDOW INS RT OPTId11I •� ••� i•i •• .. ... o.: . . . .. :�Erryr:JAVAD All WD�•. b B-; Q f,IWL 3 • ..• ••• ••• x •• • • • t • • • • • drowing no. • W1 1-03 • :.. • • • ••• • sheet 4 of 16 • • • ••• • • U 3 DOOR WID DOOR WIDTH FRAM 11*� o \ / \ O n 3 \ / \ y a \ \ OQ f4 O DO O a&V9 ACTIVE INACTIVExx ACnvE ACTNE Q 3 J6m i SINGER LEAF TrrTMMrVITHOUT NELITES DOURER LEAF(XX) DOORS riITHOUT 9IDBLITE3 SINGLE LEAF (X)DOORS WITH S.H. INSERT Q w DESIGN LOAD CAPACITY - PSV DESIGN LOAD CAPACITY - PSF DESIGN ]AAD CAPACITY - PSF O CLASS TYPES LASS TYPES GLASS TYPES GLASS TYPES O DOOR FRAME WIDTH FRAME HEIGHT A' OR'At' B'OR'BI' FRAME WIDTH FRAME HEIGHT'A','AV 'B'OR'Bl' FRAME WIDTH FRAME HEIGHT 'A', 'Al'. 'B' OR'Hl' y ^ INCHES INCHES EXT.(+)INT.(-) T.(+)INT.(-) INCHES INCHES EXT.(+) INT.(-) INCHES INCHES EXT.(+) WT.(-) SI 42 109 80.0 80.0 100.0 141.0 80 1D9 80.0 1 60.0 42 109 65.0 1 80.0 n EXT.(+)LOADS SHOWN ABOVE ME WITH HA THRESHOLDEXT.(+) LOADS SHOWN ABOVE ARE WITH MGH THRESHOLD GLASS TYPE 'F' •S.H. NDA 3 ui FOR STD.THRESHOLD LIMIT EXT.(+)L TO 58.0 PSF FOR STD. THRESHOLD LIMIT EXT.(+)LOADS TO 58.0 PSF EXT.(+)LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD FOR STD.THRESHOLD LIMIT EXT.(+) LOADS TO 58.0 PSF U , 2 <= o 0�U QNW I 3Z� ( W a LO_ CISS HINGES; /MODUC?iyLV1Y" OPTION N1 OPTION #1 rW! °•^�MlIw1� STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON 7-5/8" LONG ALUM BUTT HINGES. AT 12" FROM EACH ENDM 4 t-0 •�Y EXTERIOR AND THUMB TURN ON INTERIOR AND ONE AT MIDSPAN OF LEAF. EA I. I o AT EACH ACTIVE LEAF LOCK STILE, 48" FROM BOTTOM CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON OPTION N2 or �, a 0.o EXTERIOR AND THUMB TURN ON INTERIOR 3-1/4"LONG ALUM PIVOT HINGES, AT 12" FROM EACH END hW1 _z AT EACH ACTIVE LEAF LOCK STILE, 39-1/2" FROM BOTTOM AND ONE AT MIDSPAN OF LEAF. u W FASTENED TO FRAME WITH 2 1/4-20 X 1-1/2" MS MANUALLY OPERATED CONCEALED FLUSH BOLTS FASTENED TO PANEL WITH �2) 5/16-18 X 1-1/2" MS AT TOP & BOTTOM OF EACH LEAF LOCK STILE NOTE: (4) A7 DOUBLE(XX) DOORS, (2) AT SINGLE(X) DOORS GLASS CAPACITIES ON THIS SHEET ARE c OPTION N2 SEALANTS: P o ry • 000 • • • • • •• BASED ON ASTM E1300-04 (3 SEC. GUSTS) 2 „ MULTI-POINT LOCK SYSTEM WITH LEVER HANDLE LOCATED F E OOROERPANO G?AZI G QEAC TO PANEL SEALED AND FLORIDA BUILDING COMMISSION m AT 40-1/2" FROM BOTTOM OF ACTIVE LEAF LOCK STILE WITH WHITE COLORER S T•• • DECLARATORY STATEMENT DCA05-DEC-219 0 FASTENED WITH (2) 012-28 X 2-1/4" OH MS •SEAM30 RETI�ENOMLI=UO)tA yAMBS SiALEO WITH SILICONE. • • • • _ METALLIC STRIKE PLATE AT 40" FROM BOTTOM • ••• •• • • • •• Engn JAVAD Mao b •n OF INACTIVE LEAF LOCK STILE FASTENED WITH j (3) #10 X 1/2" FH SMS FLA}E t'770592 I n Y MANUALLY OPERATED CONCEALED FLUSH BOLTS C.A_N: SY8 AT TOP & BOTTOM OF INACTIVE LEAF LOCK STILE • ••• • •• • • OPERATORS AT 10-1/2" & 76-1/2" FROM BOTTOM • • • • • •• ••• • • 8 $ FASTENED WITH (2) W8-32 X 1/2" FH MS • • • • • • • • •• • • • • • • • drawing no. (FLUSH BOLTS AT TOP&BOTTOM OF ACTIVE AND INACTIVE LEAFS • • ••• ••• • • ` W —Q3 TO BE ENGAGED DURING PERIODS OF HURRICANE WARNING) ••O APR 2p1,2 ---- sheet 5 of 16 ••• • • • • ••• • • • • • • • • • • • • STATIONARY PANEL(0) OR DOORS WITH SIDELITES SIDEUT W. U DESIGN LOAD CAPACITY - PSF NOTE: PANEL/DIRECT SET GLASS TYPES GLASS CAPACITIES ON THIS SHEET ARE 6= FRAME HEIGHT DOOR WIDTH SIDELITE WIDTH 'A', 'Al', 'B' OR 'BI' BASED ON ASTM E1300-04 (3 SEC. GUSTS) • INCHES INCHES INCHES EXT. (+) INT, (-) AND FLORIDA BUILDING COMMISSION Z r j 41 7/8(%) DECLARATORY STATEMENT DCA05-DEC-219 G 8 f BO(XX) 48 80.0 69.7 % (i 85 41 7/8(X) U X) 48 80.0 89.7 0� �fSL 91 "80`XX) 48 80.0 89.7 n " LIU GGG777 d 97 41 0/8(X) 42 80.0 79.6 0ILQ ix 41 7/8(X) C 103 42 80.0 79.6 STATIONARY(0) m 80(XX) Q�;� 1�^ 41.7/8(%) DOOR W. SIDELITE W. SIDELITE W. ODOR W. SIDELITE W. 109 80(X%) 41 7/8 80.0 80.0 4 tl 1j��9�841jj QW�4 EXT.(+)LOADS SHOWN ABOVE ARE WITH RICH THRESHOLD � FOR STD.THRESHOLD LIMITMIT E%T.(+) LOADS TO 58.0 PSF ' NOTE: FOR DOORS CAPACITIES SEE SHEET 5. FOR SIDELITE CAPACITIES SEE CHART ABOVE. \ x LOWER VALUES FROM DOOR OR SIDELITE CHART O\ \ 3 NM1 WILL APPLY TO ENTIRE SYSTEM. \\ \\ g_� ON Ls 1 O (OXO ) Z�m ZO SIDELITE W. DOOR W. SIDELITE W. DOOR W. 3 Z a p 0 F W d O 1_1/4• / \ / \ DIRECT SET SIDELITE WIDTH DOOR WIDTH L WIDTH ° 4 •� ACTIVE ) C•o 1-1/4• (oxx) (oxxo xxo ( ) PANEL SIDELITE WIDTH DOOR WIDTH • • •• rMUDucruya 0,m BWidiy� t ow pbok O • • •• • • • • • A wplaaea na 2-070 . • • • • • • r'.JA/�AHMAO Eapiratlaw 8•!� c •• •• •• DTH CIV4 .hN hE 7059'2. o n Minn, ♦ • • • • o 1-1/4" • • • s• • • ACTIVE IMKCTIVE• I drawing no. •• PANEL SIDELITE WIDTH •• • • • •DOOR WATH• W11-03 • • • �` ••• • ••• XX) • • • sheet 6 of 1:6Di • ••••• • • • • • • 3/16"HEAT STREWD GLASS 3/16"HEAT STREWO CLASS 1/4"AIR SPACE �Y 1 3/16"HEAT STREN'D CLASS 1/4" R SPACE 3/16`HEAT STREN'O GLASS Z 3 .090 INTERLAYER 16HEAT STREN'D CLASS 3/16"HEAT STREN'D GLASS 0 .090 INTERLAYER r FF SAFLEX PVB BY'SOLUTIA' SE LAS BY'DUPONT' P W .090 INTERLAYER .090 INTERLAYER 4�EIIT:-_ STREN'0 G1A553/16"HEAT STREN'D GLASS SAFLEX PVB BY'SOLUTIA' SENTRYGLAS BY*DUPONT' 3/16"HEAT STREN'D GLASSERLAYER OS SILICONE 3/16`HEAT STREN'D GLASS 3/16"HEAT STREN'D GLASS SILICONE BY'DUPONT' 0GE RGS7701 SILICONE GE RGS7701 dGE 1200 GS7701 SILICONE GE 1200 HEAT STREN'D CLASS 0 C200 CE 1257701 O" GE 1200 SILICONE GE RGS7701 cy= mGE 1200 0J7 r, . 37S 11ERUNK ALUMINUMSPACER/8 SMSAT 4-1/2"FROM ENDS AT 4-1/2"FROM ENDS ano AND 10-1/2'O.C. AND 10-1/2"O.C. EPOM SETTING BLOCK 1/8` X 3/4"X 4"LANG 1/8M SETTINGBLOCK4*LONG 2 PER LITE.AT 6"FROM ENDS 2 PER LITE.AT 6'FROM ENDS .� GLASS TYPE 'A' GLASS TYPE 'Al' GLASS TYPE 'B' GLASS TYPE 'B1' GLASS TYPE (S.H. WINDOW WITH SINGLE DOOR APPLICATION ONLY) V '� ��!� 4 a GLAZING OPTIONS � 3F O N I Z07 O GLASS TYPES GLASS TYPES $ 3 � Z 'A' OR 'B' (ABOVE) Al'OR'B1' (ABOVE) >S moa slucoNE SILICONE F210 a- GE t 8701 GE RGS7701 GE 1200 m GE 1200 O i m �m 35 I I.I' Ij II G m n MYf1DD(.4 ALVIYiY 8 O W AA4A--- - .11 c u MYrI Dad FlolncAC GLAZING DETAILS AT SIDALITE c m • • • • • • • • • Engi:. AVAO AH"* _o •II •• ••• •• • • • •• CML'•. FIA.PE/7059 ° 3 CA,W,3638 '.t • • • • • • • • • drawing no. ... �'. W1 1-03 ••• • ••• • • • _ APR 1 sheet 7 of t s • • . . . • . . . • . •. •. • • • .. .• ..• . . • .•• . . TYPICAL ANCHORS (' le EDGE DISI. SEE ELEVATIONS 1BY WOOD BUCK �v FOR SPACING EDGE DIST. (SEE NOTE SHEET 1) By BUCK 11• o ALTERNATE �Y n�, f ANCHOR LOCATION a EDGE TRUCTURE • j;(/ DIST, (SEE NO HEE7 I) Z >I O Y WI � 1 a � X a �yS ;($,1I u O Iy � o r� � N \� n LL I O el I I TYPICAL ANCHORS TYPICAL ANCHORS of& F7 g 16 SEE ELEVATIONS SEE ELEVATIONS C a<< 6 FOR SPACING FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS C A ro R METAL MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM "0 2 EDGE STRUCTURE -1/2' MIN. DIST. BUILDING STRUCTURE. �,z W FL BOLT 1 PEN TRATION Q w F TYPICAL ANCHORS: SEE ELEV. FOR SPACING TTHRU 1/4" DIA. ULTRACON BY 'ELCO (Fu-177 KSI, FY-155 KSI) INTO 28Y W000 BUCKS OR W000 STRUCTURES1-1/2" MIN. PENETRATION INTO WOOD7TXYPICAL ANCHORS 1 BY BUCKS INTO CONC. OR MASONRY ELEVATIONS 3 n O1 P FOR SPACING 1-1/4" MIN. EMBED INTO CONC. OR MASONRY K1 _ Ow n DIRECTLY INTO CONC. OR MASONRY W W � 1-1/4" MIN. EMBED INTO CONC. OR MASONRY ¢_ W H I ffYAA) = W (GRADE 5 CRS) O1-I x INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") o'"m m z o INTO METAL STRUCTURES g Z STEEL : 1/8. THK. MIN. (Fy = 36 KSI MIN.) B ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) p OR (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) iX F-1O aci ci 1g TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. t c e G, CONCRETE AT HEAD, SILL OR JAMBS Vc - 3000 PSI MIN. 2 1/2"MIN. Y9 OR C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MIN. `u FLUSH BOLT 1 g rIl@➢UCl MEVfiR6 i PENETRATION 18 i 6 28 2 CWewIM IYe HkIMk 7 A-"asae N• 2^T)ZD © 2 s © 7 aspk-d.AMe c • 6 A I o 0 I I Sim. '^ ALTERNATE a N ALTERNATE I IMLW Dade Y <m • ••• • • O • • - OPERATING UNITS WEEPS a v . • • • t • .••• p : v ° E.gn JA DID AHMAD o •� 1/2" FROM v v •i • a • ••° •. 4 CIVIL i o SILL EROS TYPICAL ANCFRJRS •• • • • • TYPICAL ANCHORS v TYPICAL ANCHORS FIA PE 70592 n SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS CAN.3538 d L EDGE DIST. FOR SPACING I EDGE DIST. FOR SPACING EDGE DIST. g FOR SPACING HIGH THRESHOLD STANDARD THRESHOLD LOW THRESHOLD E e APPR•D FOR WATER RESISTANCE ••• ••• •gP Pff "R WATER RESISTANQE NOT APPR'D FOR WATER RESISTANCE draw10no. LIMIT MAX. EXT(+) LOADS TO 100.0 PSF (SING•E DOOR)• LOIT 14AX. JXI(+) LOADS TO 68.06PSF W1 1-03 LIMIT MAX. EXT(+) LOADS TO 130.0 PSF(DOUBLE•DDOR)• • • • • :•: • • • •• 40R �'�lOPERATING UNITS ••• • • • 1 8 of 16 ••• • • • • ••• • •i• V •• • • • •• •• 3/6" MAX. U 3 FC 3/B' ^ SHIM O ALTERNATE SHIM lay ANCHOR LOCATION � METAL 3 3 WO STRUCTURE .WOOD BUCK Z p� ; J ACTIVE LEAF N TYPICAL ANCHORS 18 3 N SEE ELEV. 16 _ FOR SPACING Q;CI 7TYPICAL IL C0 p ANCHORS 0.4 r16 EXTERIOR - o E SPS' 5 FOR SPACING D.L.OPG. ALT. FRAME JAMB I Z n LEAF WIDTH a W f O DOOR FRAME WIDTH SEE LOCK OPTIONS SHEET 5 ro �w 3/8'MAX. M SHIM. MULTIPOINT LOCK 3 > 3 2BY WOOD UCK TYPICAL ANCHOR$ IN-ACTIVE LEAF ACTIVE LEAF 000 S UCTURE p N S SEE ELEV.. a3 0-M - FOR SPACING 16 a z O 4 162 3 Z v a. : zam _.._. 0,s i 1-F3a O 0 i. 21 21 21 �u 5 ♦A 16 5 LEAF WIDTH EXTERIOR SSEE EELLY LANCHORS o LEAF WIDTH FOR SPACING m BUTT HINGES N 2 SEE LOCK OPTIONS PHOT HINGES SHEET 5 (SEE HINGE OPTION SH 5) DOOR FRAME WIDTH in 0 ouwuCT"Via"•• � ••• • • • • • •• M •NA 1�l A011.1. • • ••i i i ""•N• C, /5' OPERATING UNITS • •• • • • • ••• • i•►k•11••NIS i •• • • • •• 11114•d -P FLA PE/70592 o n C�A.H.3536. g d J • • • IS • • • •�• drawing no. ••• S, W11-03 2412••• • ••• • sheet g of 16 0:0•• • • • • ••• • • ••• • • • ••• • • TYPICAL ANCHORS SEE ELEVATIONS ALTERNATE EDGE DISI, FOR SPACING ANCHOR LOCATION U ; 3A PANEL SIDELITE INSTALLATION DETAILS ALTERNATE Ia o -.CHOR..LOCATION ° yl 3B Z i 0� 11 w � O 16 D 1 08 + 0'o � 6 16 ALT, FRAME JAMB C lo a 0 4qq�to 110 x 1" PH SMS 3/8"MAX.-. AT 4"FROM ENDS SHIM_ OH ATO6'FROM ENDS AND 16'O.C. MAX. O 15 fu ii E r ANO 24"O.C. MAX, 3 � TYPICAL ANCHORS SEE ELEV. FOR SPACING 16 m I !� ai E 26 1g 21 21 0-6 1 = O 5 EXTERIOR p 0] W S Z i. LEAF WIDTH I_ LEAF WIDTH 3 Z SIUCONE w BUTT HINGES F Oa PANEL SIDELITE WIDTH 1 1/4"j, DOOR FRAME WIDTH O n rWAU�TRLVIYYY `$� 8 g _ OR OR •M#M/wl sNb W/1wk 19 -0 16yinNle•tale d$ -�IH 29 BNIr ► ' N n z I-TEO� • z s PANEL SIDELITE UNITS 2 • • • • •• • Enpr:,uYAD AHMAD. d • ••• • • � 'IS. CIVIL•. • o •• FPE J'. o 8 3 C�N., 679*"' WEEPS 1512E ENDS I °0 v TYPICAL dNgCRS • • •E • D15i • v • ._.TYPICAL ANCHORS \ drowin EDGE DIST. SEE ELEVATIONS • � • ••• � SEE ELEVATIONS FOR SPACIV, • • • • FOR SPACING W1 1—03 PANEL SIDELITE UNIT (STD THRESHOI � • PA fqW • • •T: • TH SHo D APR 11 S 2D12' sheet 10 of 16 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • GE GIST TYPICAL ANCHORS DIRECT SET SIDELITE INSTALLATION DETAILS �4V K EDSEE ELEVATIONS I r FOR SPACING Z n ; s' CF z Z I c° U O d K0 b e ilj: arc�� !i 25 01--ti 35 rii 20 3/6"MAX. �. SHIM O O 15 jell Ol W ei TYPICAL ANCHORS 3 O i SEE ELEV. FOR SPACING s m �. 5 25 �• c w 16 a W �� 0 > = a a 35 � � w 3 EXTERIOR ! 5 a C3 N G3 GG4 W II i D.L. OPG. FT� LEAF WIDTH 3;Z n I Z as I! SILICONE PIVOT HINGES g �p0 DIRECT SET SIDELITE WIDTH DOOR FRAME WIDTH }x ~ a O i 1010 X 1`PH SMS AT 4"FROM ENDS qq AND 16"O.C. MAX. W 8 g c A16DUC�11[VlifY ��~ •"Pblwg wia t6 F%"k - SS 25 »• Sly �a.� NOW I, •=VIT•a1�'ti © .• ... . . • .. `cas 26 • • .'; ; ; •• -DIRECT SET SIDELITE UNITS • IL • • • • • • En r:,JAVAD CML I v a r •. C A. 538 � � �. I V ° EDGE DIST. TYPICAL ANCHORS A 8 5 SEE ELEVATIONS* ••• • ••• • 0 FOR SPACING• • • • • • • �� • • • ••• • • drowing no. .. W1 1-03 DIRECT SET SIDELITE UNITS••i i• • • • • • • ••• • • � sheat 1 1 of 16 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • 4.000 + .060 -1.750- _4.000 �Iul .093 .062 1.750 .625 L_ -' 062 �j L 2.375 500 -I� 1.750 z J II '----I �.}32 2,175 1.843---I 1 0 0 .090 1.843 .145 O FRAME HEAD ]7 PANEL GLAZING BEAD 3.485 G TM-099 O TM-155A O SIDEUTE HEAD/SILL y 2.375 8.250 2.125 GW-30769 � O p�1 L� .850 .713 O&Q t9 .062 .125 •.310 .715 ,050 1,485 _ urcg�l a O9 GW 37888• 0.572 Q m 3 LL gyp^ CENTER HINGE IL=6I:g 4.000 � � 1.799 E�: 2,1YS SIDEUTE GLAZING BEAD (INSUL LAM. GLASS) W elj 1'262 � 25 - O PIVOT HINGE c- 1.500 -L 0.246 °D 1.500 4.000 1.500�{ ^ I II 0.572 1 TGW 37889-A .250 2.082 I�77 I O3 19 DOOR BOTTOM RAIL O8 OUTER HINGE .125-i1- II 875 ^ TM-29236 tul rn DOOR JAMB/55199LITE FRAME H1NGE .062 •125 -1 M x 062 .625 26 STD. SILL ADAPTER .500 1.000 1.376 F- M 093 1.750--{ BA5798 -�- .188 --). MID RAIL CORNER CHANNEL J Jag 625 3.681 .655 LOW 8HRESHOLD 1.858 3 1.750 tt 24 41 030 . Q N m -1 3.875 .635 m Z 3 0 ^ 1.275 Y 3 4.000 '082 4.090 -I .093 HINGE CAP •250 �I Z a °' FH.SMS10 X /2 2g HIGH SIIL1L19ADAPTER 38 11--1.865 tR FW a O DOOR HINGE STILE tl1 TM-32995 2157 INSUL GLASS PANEL ADAPTER - 2 II 2.000 4.530 125 rM-194 4.659 .Og} u ODOR TOP/BOTTOM RAIL oo II • L 1.595 �{I 930 i O TM-32994 3.500 o I I 7.689 a .825 LI r 2.0140 o I $ TI •187 S7S4-p''�'$I 4 i .T� 0 o $ II .0 0 ' -iF�.060 - ��.....Ill. 11 0 2.000 4.000 N a 1.574 o FRAME SILL (STD.) 'H' MULLION SILL COVER •�$ .075 .625 I O BA5797 15 TM-121A ® TM-180 75 4.000 2.126 F- 2.625 G u 4 d O ACTIVE LEAF LOCK STILE Q o n- TM-172 •• ••• a •BUT& HWGE •• raomucr NEVIS= • o G O7 WEATHER-STRIP ADAPTER • •• • • • • • [.0.2- �ee4r/b'rR w1/h the F%dk <e, CW-31826 59 • •�3 4fy Cede _ O 5 • • • • �I• •• �'�SAj_-•-•.{I �o628 1.287 r •• 4.000O�+ }pp t ECNI/LI 2.jt4o 1.750 � .300 .186 r 0 PN.,3538582• t�tat DMe * by n .715 .050 1.554 .1251988 �• •L 14p ;r I I I••25 • 2.Ot t--# 9.o00 • • • • • • • O 3B W1 1-03 SIO ITE GLAZING BEAD (LAM. GLASS O INACTIVE-157 LEAP 4 OCK 9WILE •O ••kEINFO-36048 IRCINN BAA,• ALT. DOOR JAMBB/SIDELITE FRAME ALT. FRAME COVER BA BA sheet Z of 1 6 ••• • • • • ••• • • 0% • •• •• • • • • • • • • • •• •• ITEM/ PART/ QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS' �U 1 TN-099 I FRAME HEAD 6063-TS - 2 BM797 I FRAME SILL (STD.) 6063-T6 - 8 2A 0970KS 1 LOW THRESHOLD 6083-T6 - Z n 3545499 2 FRAME JAMB 8063-T6 - 0 t 3A BA AS REGO. ALT.DOOR JAMB/SIDEUTE FRAME 6063-TB - Q a N a i JB BA AS REGO. ALT.FRAME COVER 6083-T6 - L.G7 Ng 0 4 TM-172 I ACTIVE LEAF LOCK STILE 6063-T6 - C G 8 4A TM-36048 I INACTIVE LEAF LOCK STILE 6063-T6 - a / 5 TM-32995 I PANEL HINGE STILE 6063-T6 - ��F. LL 11 8 TM-32994 1 PANEL TOP/BOTTOM RAIL 6063-T6 - 0? 7 GW 31826 4 WEATHERSTRIP ADAPTER 6083-T6 END OF DOOR Sn ES(TOP/BOTTOM) G 6 FO 107 3/LEAF BUTT HWGE 6063-T6 SULLIVAN&ASSOC. 0 Q<8 BA - 3/LEAF PIVOT HINGE 6083-T6 LOIRA 0 dl W 9 OW30769 AS REDD. SIDELITE HEAD/SILL 6063-T6 - 10 LW/.32222 2 DOOR LOCK INSERT 6063-T6 LOCK STILE LL Z'A 21 11 GW-34808 2/LEAF PRESSURE PLATE-TIE ROD ALUMINUM 4'LONG J J FB 1202 2/LEAF FLUSH BOLT ASSEMBLY ALUMINUM SULLIVAN h ASSOC. Q-z- 12 f 15 TM-121A AS REDO. 'H'MULLION 8063-T6 - 0 16 32001 AS REO'O. FOAM FILLED BULB W'STRIPPING - .187 L,250 T-SLOT "I FRAME TOP CORNER IGA 32084 AS REO'D. MULTI FLAP FOAM FILLED BULB W'STRIPPING SIDELITE CORNER 168 32011 AS REG'D. FOAM FILLED BULB W STRIPPING - .187 X.350 T-SLOT 17 F8GF 2/IFAF FLUSHBOLT GUIDE,LOCK STILE ENDS(TOP/BOTTOM) 6063-76 M h M PLASTICS 19 TM-29236 1 PANEL BOTTOM RAN. 6063-T6 - r 20 - AS RECD. /10 z 1/2'F.M. UNDERCUT SMS. STEEL AT FLUSH BOLTS 3 M m 21 - 2/LEAF 1/Ye THREADED ROD,WgSHER g NUT STEEL TOP/BOTTOM END RAILS M 22 - - DEAD BOLT LOCKING HANDLE - KWIK-SEr J W 23 - 1 MULTI POINT LOCK - ACTIVE LEAF,41'FROM BOTTOM J _ 25 - 36 DUST PLUG(OPTIONAL) PLASTIC DOOR JAMB INSTALL SCREW HOLES 26 - AS REGO. /10 x 1'P.H.SMS.(ASSY.SCREW) STEEL DOOR FRAME MEMBERS/MULL CLIPS O N U, T 28 M798 AS REDD. STD.SILL ADAPTER 6063-TS - ^m ao Z O 29 BA AS REGO. HIGH SILL ADAPTER(USED WITH STD.SILL) 6063-TS - m� 3 30 TM-180 1 SILL COVER 6063-T6 31 TM-182 - LOCK STILE REINFORCEMENT 8063-T6 - 35TM-157 4 SIDELITE GLAZING BEAD(LAM.GLASS) 6063-T6 SIDE LITE GLAZING PERIMETER O' 35A 4 SIDELITE GLAZING BEAD(WSUL.IAN. GLASS) 6063-T6 SIDE UTE GLAZING PERIMETER EAD O DOOR LEAF CORNER 37 TM-155A OPTIONAL PANEL GLAZING B _ 6063-T6 - 38 TM-194 - INSUL.(LASS PANEL ADAPTER 6063-T5 - DOOR COMPONENTS 3F _-x 0 26 LI E u fMgpUCT XEVWAD u *m a MIM M.Mod& ,�.12-m ./y m. 6 e"I miles ask c• i S o_oo_ A—pts LL 0 t m f• ••• • • • • • •• • •• • • • • •1• ^t • • • • • • • • Enyn�IAVAO•A19AAD b 4 •• ••• •• • • • • '�,. C.A.N. 6 3` • • • • • • • drowmg no. • FRAME BOTTOM CORNER •o �f • •• • I fe41 • ,• N W11-03• TAPRW/ sheet 13 of 16 • • • • • • • • • • TYPICAL ANCHORS EDGE DIST. SEE ELEVATIONS FOR SPACING ALTERNATE I • > °IIII .' ANCHOR'LOCATION O� Z� Al 16 r, 26vat o S 0 7 �3 J%a V tg ate; g /10 X 1-1/2"FH SMS SEE ELEVATIONS aq?<W FOR SPACING C ry QW34 LLzd-i 0 n opnx N' a a= 7. 5FZU _ ; Oo Q�In 4. Z b n 8 I gZQ x a o; a. a w g• � I 1 8" I I o y YNWDUCT NEVIM g w twP44ae-IM Un F%d& Yaldlllg Cade OR Ma•M+eee Nab -0�0 '!L/ °a$ _ = 19 Lyl edea Mk •• ••• • 29 V1O�o g• • • • • • ••• 1g 0 X 1-1/2"FH SMS SINGLE (XI OPERAT3NG UNITS W/ S.H. WDW. • • • • SEE ELEVATIONS •• • f''�I • • I I FOR SPACING "' g 7050,' 050 Fl JAVAD• b 1 r FTA.&PE .• Y538 o n i I • •• •• •• .... • .� 9qp • es • • • o a • • ! •• i • ° ° drowi.ing no. ••• • ••• ••• • ° • •° • I TYPICAL ANCHORS EDS 015TH SEE ELEVATIONS -I FOR SPACING HI—THRESHOLD OPTION sheel 14 of 16 SHIM 110 X 1-1/2'FH SMS Z 3 E 1 FSOER ELEVATIONS F 1 /I�nMAx. � VENT WIDTH m N i 28Y OD DUCK 3 3 - O p V OR WOOD S UCTUR I B D. PG. 12. TYPICAL ANCHORS p SEE ELEV. I. FOR SPACING C 0. 7.1 n „ I6 V� 1e1i Q6Qa q�q /C 21 w 16 EXTERIOR 5 O TYPICAL ANCHORS SEE ELEV. D.L. OPG. (FIXED) R FOR SPACING S.H.WINDOW WIDTH HINGE OPTIONS n LEAF WIDTH SHEET 5 � O DOOR FRAME WIDTH 3 °% SEE LOCK OPTIONS JV SHEET 5 53 J 3:Q 3/ MAX N 3/8,MAX a—M m SHIM Z 0Z n I BY e Z a METAL 3 3 WOOD DUCK STRUCTURE ACTIVE LEAF TYPICAL ANCHORS I B 0 SEE ELEV. 16 FOR SPACING I I _ ARCO E 21 TYPICAL ANCHORS wl•� Pkrlll► m as> 18 > SEE ELEV. VINZZ--6 EXTERIOR FOR SPACINGBft D.L. OPG.WIDTH ateo •' i d • • f c Fngi:,JAVAD .'FIA..Eby 038 70592,.�• s „�, S • ••• SINGLE (�l•pPEReTING IINITS W/ S H WDW CA.N.3 � o 0 •• • • •• •• • ••• • • drowing no. 000 • W11-03 QP t` .. sheet t s of i s f f • • ff• . . f ff• . • • •f• • f 1.937 ITEM/ PART/ REVD. DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS U 1•— 1.1 GW-31798 1 FRAME HEAD _ 11•� 746 8083-TB m o tIII111�� '062 2.1 TM-117 2 FRAME JNAB 6063_T6 _ 1 T— 082 3.1 - 1 FRAME SILL 6063-T6 - O n 3 •DLIIII .625 .836 I�I 37S 4,1 CW_36123 1 FIXED MIG.RAIL 6063-T6 - F FWD jQy� 7aJ. 1--1.875�i� •250�1 1- 5.1 TM-113 t STD.VENT TOP RNL 606J-T6 e.t TM-112 t VENT BOTTOM RAIL 6063-TS 7.1 GW-31802 2 VENT JAMS 6063-T6 1.1 FRAME HEAD 17.1 FIXED RAIL REINF. 9.1 GLASS STOP ANGLE 8.1 TM-t 15 2/VENT SPRING LOADED EGRESS LOCK•6"FROM ENDS 6063-T6 - 0 9A1 - 2/VENT LATCH LOCK O 6"FROM ENDS CAST - 0 r AFF--- 9.1 - AS REDD. GLAZING STOP ANGLE ALUMINUM - 0 U ro~ 7�1 10.1 - 2 VENT STOP(5-1/4"LONG) PLASTIC _ O C Lc 0 11.1 - 2 SPIRAL BALANCE CALDWELL 12.1 - 4 VENT GUIDE =ALUMINUM _ a 1.000 1.749 2.541 13.1 WV-3045 AS RE00. BULB WEATHERSTRIP VINYL 14.1 W43201 AS REOM FIN SEAL WEATHERSTRIP 140 Q2 � �• 15.7 w43371 AS REOD. FIN SEAL WEATHERSTRIP .B37 I - �1.583�� 1 FRAME/VENT ASSEMBLY SVox 1"P.H.SMS 17.1 - - FIXED RAIL REINFORCING -FIXED MEETING RAIL 16.1 DOOR STILE REINF. . DOOR STILE REINFORCING - S.H. WINDOW COMPONENTS II�1.750 6• 'D -y 94D r .658 3 M.°'.. B. .750 .062 / J 1.125 .0 6 - -.1 L— 1.582 I fT Aa 2 Sii 1.045 I-- /• U �Q 0 x 1. DNI.] 1 in --1750 F Z_ O 7.7 SASH SIDE RAIL Z i � 3 f s.t STD. VENT TOP RAIL a .989 O --{ VENT TOP CORNER a77 .787 1.875 u I y�y FRAME TOP CORNER $„ .862 .062 .874 o .OsS 1.469 IYOYUCT IIRVIiQ• u U .617 O 18. w �dn�� a $ 2.1 FRAME JAMB S� �2 •/ e.t SASH LATCH ti • °as z.Oso °< 1.362 •• ••• • • • • • •• � 7— • • • • • • • •0 fee'. / Enyn JAVAD AHMAD a .060 3 2.250 ]2.725 L .062 ,FUL C.'A.N:•/3531192 c n APR' 18':1012 $ .6T2 �•9 7 • ••• ••• ••• ••• I t6. 6• O 3 1 A0. -.7.L •• • • • dra• • • • • • e.t VENT BOTTOM RAIL 3.t FRAMOSILL •• i•• • AME ROTfi�� W 1 1-03 VENT BOTTOM CORNER '.\" sheet 16 of all • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • M IAMDADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(796)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) ,v,vw.,niaenidaae.gov/Hera SIW Impact Windows,LLC 975 S. Congress Avenue,#102 2�C� 2 /61*, led Delray Beach,PL 33445 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Clipped,Extruded Aluminum Tube Mullion—L.M.I. APPROVAL DOCUMENT:Drawing No.M07-04,titled'`Aluminum Tube Mullions",sheets 1 through 7 of 7, dated 10/01/07,with revision C dated 12/06/11,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or jogo,city,stj*,,•• •••••• modelfseries, and following statement: "Miami-Dade County Product Control Approved`i�ur►•less othawwise •• noted herein. • RENEWAL of this NOA shall be considered after a renewal application has been filet M there has been •; no change in the applicable building code negatively affecting the performance of thisUpelict. ;••• ••••• TERMINATION of this NOA will occur after the expiration date or if there has been apvision oivchaige ..:..• in the materials,use,and/or manufacture of the product or process.Misuse of this NOA•a?"dn endorse.ei t •••••• of any product,for sales,advertising or any other purposes shall automatically terminatet;!;NOA. Failure •••';• to comply with any section of this NOA shall be cause for termination and removal otNO4. •••••• ADVERTISEMENT: The NOA number preceded by the words Miami-Dade•Ebun{y, Florida,; and ;"•'; followed by the expiration date may be displayed in advertising literature.• If any portion of tha•NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 10-1004.01 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 12-0221.09 MLAMI-DADECOUNWM Expiration Date: November 21,2017 X12 Approval Date: April 26,2012 Page 1 S1W Impact Windows,LLC. NOTICE OF ACCEPTANCE. EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated December 05, 2011, prepared by AI-Farooq Corporation, signed and sealed by Javad Alun-lad, P.E. C. OTHER 1. Notice of Acceptance No. 10-1004.01, issued to SIW Impact Windows, LLC for their Clipped Aluminum Tube Mullion—L.M.I., approved on 11/11/10 and expiring on 11/21/12. 0000 • . 0000 9.9.99 .. 0000 0000 .0000. 0000.. . :0090: 0000 .. 0000. 0000.. .. . 0000. . . .. .. .. .. 0000.. 0000.. 0 . . 000.. 00 0 Manuel Per , . 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Expiration: 12102/2015 Project Address _ Parcel Number Applicant 10666 NE 10 Place 1122320280890 Miami Shores, FL Block: Lot: CHRISSIE CHIARELLA Owner Information Address Phone Cell ANTONIO CHIARELLA 10666 NE 10 PL MIAMI SHORES FL 33138-2104 Contractor(s) Phone Cell Phone Valuation: $ 18,819.00 D&D ALUMINUM DISTRIBUTORS (954)987-2206 Total S Feet: 4 0 Type of Work: INSTALL 1 STORM PANEL,RETROFIT(2) Available Inspections: No of Openings: 17 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $11.40 DBPR Fee Invoke# WS-4-15-55313 $4.05 06/05/2015 Cash $267.50 $ 50.00 DCA Fee $4.05 Education Surcharge $3.80 04/23/2015 Credit Card $ 50.00 $0.00 Permit Fee $270.00 Scanning Fee $9.00 Technology Fee $15.20 Total: $317.50 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFID -4rt that all the f regoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zonin ut more, I auth i the above-named contractor to do the work stated. a. June 05, 2015 Authorized Signature:Owner / p t / Contractor / Agent Date Building Department Copy June 05, 2015 1