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WS-14-778x Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762A949 BUILDING PERMIT APPLICATION FBC 20 Permit No. Master Permit No.1,0 S 1 - ` Permit Type: BUILDING ROOFING JOB ADDRESS: 5 N 10 Ce % . City: Miami Shores County: _ Miami Dade Zip: Folio/Parcel# 11 — 22- S 1" 014 —b 1,77 U Is the Building Historically Designated: Yes NO K Flood Zone: Tenant/I.essee Name: N C34' -,4e• Phone#: IT, CONTRACTOR: Company Name. Phone# a�J / 1 Address: ��J ai � v City: Statte: �� Zip: `a =Z t %( �1 Qualifier Name: / 1N Phone#:'��c',� State Certification or Registration cate, of Competency �#: , % Contact Phone# Email Address:. DESIGNER: Architect/Engineer: Phone#. Valve of Work for this Permit: $� �� / Sauare/Linear Footage of Work: Tvoe of Work: DAddition DAlteration ONew OReoair/Reolace ODemolition Color thra dk: *a��*epee*v�+*�*e��e��ss�►e***s�F�e�eeeesss�eese*s�*ssa�*��sseee�**esess�ee�a Submittal Fee $ ,�(�� Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ TraininglEducation Fee $ Double Fee $ Structural Review $ Technology Fee $ TOTAL FEE NOW DUE $, . or, • Bondidg Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip 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 of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) drays after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a r inspection fee will be charged Si Signature -RAWa,�J Owner nr Avent Contractor The foregoing ' trument was acknowledged before me this day of , 20 & by hOft 0-3�C��S2P— , w is personally known to who has produced As identification and who did take an oath. Sign: My Commission Expires: APPROVED BY The foregoing instrument was acknowledged before me this -4 - day of - 20 A; by who is rsonally known who has produced as identification and who did take an oath. NOTARY PUBLIC: 21, Expires: Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)Revised WAQW)(ReAsed 0b/10 ")(Revised 3/15/09) OP ID: CH ACC�RL�� CERTIFICATE OF LIABILITY INSURANCE DATE (MMIDD/YYYY) 04/15/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Phone: 305-238-1000 Morris $Reynolds Inc. Fax: 305-255-9643 14821 South Dixie Highway Miami, FL 33176 CONTACT PHONE FAX ANI No Ext): AIC No): E-MAIL ADDRESS: PRODUCER CUSTOMER ID #: JCIMPAC INSURER(S) AFFORDING COVERAGE NAIC # LIMITS INSURED J.C. Impact Shutters & Glass, Inc. INSURER A:Century Surety Company 36951 Mr. Joseph Canals INSURER 8 9465 Northwest 109 Street,#107 INSURER C : A Medley, FL 33178 INSURER D: INSURER E CCP825145 INSURER F 05/13/2014 COVERAGES CERTIFICATE NUMRER: REVISION NUMRER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL SUBR WVDPOLICY NUMBER POLICY EFF MM/DD/YYYY) POLICY EXP (MMIDONYYYI LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A X COMMERCIAL GENERAL LIABILITY CLAIMS MADE 1 OCCUR CCP825145 05/13/2013 05/13/2014 DAMAGE TO RENTEU- PREMISES Ea occurrence $ 100,00 MED EXP (Any one person) $ 5,00 PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,00 GE N'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ 2,000,00 POLICY PRO LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ (Ea accident) ANY AUTO BODILY INJURY (Per person) $ ALL OWNED AUTOS BODILY INJURY (Per accident) $ SCHEDULED AUTOS HIRED AUTOS PROPERTY DAMAGE $ (Par accident) $ NON -OWNED AUTOS UMBRELLA UAB OCCUR EACH OCCURRENCE $ AGGREGATE $ EXCESS LIAB CLAIMS -MADE DEDUCTIBLE $ $ RETENTION $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICERIMEMBER EXCLUDED? N I A WC STATU-OTH- LIMITS E. EACH ACCIDENT $ (Mandatory In NH) E.L. DISEASE - EA EMPLOYEE $ Use describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS 1 LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, H more space is required) Shutter, Window & Door Installations VMIAMIS Village of Miami Shores 10050 North East 2 Avenue Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25 (2009/09) The ACORD name and logo are registered marks of ACORD BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895 — 954831-4000 VALID OCTOBER 1, 2013 THROUGH SEPTEMBER 30, 2014 DBA: Receipt #- 189-4593 -45 TYPES CONTRACTo Business Name: J C IMPACT SHUTTER &GLASS INC Business Type: (SPEC BLDR GLAZING) I Owner Name: JOSEPH CANALS Business Opened:03/29/1993 Business Location: 9465 NW 109 ST 107 State/County/Cert/Reg:CC864269GX OUT OF COUNTY Exemption Code: I Business Phone: 305-557-7575 Rooms Beets Employees Machines Professionals 8 , For Vending Business Only Vanellnn Tvna! Tax Amount I•YIIIWI Y Transfer Fee . NSF Fee Penalty - Prior Years Collection Cost Total Paid 27.00 0.00 0.00 0.00 0.00 0.00 27.00_ THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and Is non -regulatory in nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business Is legal or that it is in compliance with State or local laws and regulations. Mailing Address: JOSEPH CANALS 9465 NW 109 ST #107 MEDLEY) FL 33178 I'm 2013 .2014 Receipt #04A-12-00015151 Paid 09/27/1013 27.00 . - z Y I z 0w= ?11— Local Business Tax Receipt Miami -Dade County, State of Florida THIS IS NOT A BILL- DO NOT PAY 3501930 _.LBT. eue3 ESS NEf MOMOCATlOIu RECEIPT Ivo^ EXPIRES i c IMPACT Stiu`RERS & GLASS INC 1316512 RENEWAL SEPTEMBEed R 30, 2014 9465 NW 109 Sr 107 pursuant to County Code. MEDLEY FL 33178 Chapter SA- Art. 9 & 10 SEC. TYPE OR BUSINESS OWNER 196 SPECIALTY BUILDING CONTRACTOR PAYMERECENED i C UMPACT SHUTrm & GLASS INC 04BS0 7 $4NT5.00 09/2L 7X13 Worker(s) 6 TMSI-13-078298 p� TBI Tire is vote license, T� 4�Iftiet�t� com�ip any 91 or p�azreit, ar of tlre6o1�'s tgdytlmmlmtel rag lswetinl „, Cie Sadie -M a, The RECEIPTIIID. alreve �tbe dispel ae ad ` :; , Formaeildomtatiow�l Munici al Coni�actor`s Tax Receipt Miami -Dade County, State of Rorida THSIS NOTA BILL —pO NOT PAY I MC CC Na: 048S00887 BUSINESS NAN WlLOCATION J C IMPACT SHUnERS & GLASS INC 9465 NW 109 ST 107 F',€DLK FL 33178 RGOEIP r NO. EXPIRES NEW BUSINESS SEPTEMBER 30, 2014 7438532 Must be displayed at place of business Pursuant to County Code Chapter &A - Art. 9 & 10 TYPE OF BUSINESS PAYMENT RECEIVED OWNER ' BY TAX COLLECTOR J C 1MPACr SHUTTERS & GLASS INC SPECIALTY ��' CCA\tiRA 200.00 10/02/2013 0223-14-000039 Formerswarmatioo,visit`" Did Anton JCIMP-1 OP ID: TH ,% K„w CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYI) TYPE OF INSURANCEIML 04/15/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the pollcy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Workers Compensation Group P O Box 410 Boca Raton, FL 33429-0410 Barkley Insurance Agency, Inc cNAMEcr Workers Compensation Group (PA No :561-392-3300 A/ No): 561-361-1132 E -MAIL -M IEss: certsQWorkerscom rou .com INSURERS AFFORDING COVERAGE NAIC # INSURER A: Association Insurance Co. INSURED JC Impact Shutters & Glass, In 9465NW 109th St INSURER B: INSURER C: Medley, FL 33176 INSURER D PERSONAL & ADV INJURY $ INSURER E: GENERAL AGGREGATE $ INSURER F: PRODUCTS -COMP/OPAGG $ COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCEIML SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE WVQ POLICY NUMBER POLICY EFF D POLICY EXP M D LIMITS I wdo�� I GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY CLAIMS -MADE F] OCCUR EACH OCCURRENCE $ PREMISES Ea occurrence $ MED EXP (Anyone person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: POLICY PRO- LOC PRODUCTS -COMP/OPAGG $ $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS NON -OWNED HIRED AUTOS AUTOS COMBINED SINGLE LIMIT Ea accident BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE PER ACCIDE $ UMBRELLA LIAO EXCESS LWB HCLAIMS-MADE OCCUR EACH OCCURRENCE $ AGGREGATE $ DED RETENTION S $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y / N OFFICER/MEMBER EXCLUDED? El (Mandatory in NH) If yes describe under DESCRIPTION OF OPERATIONS Mow N / A WCC/ -0150217-00 05/20/2013 05/20/2014 X WCYTA �U- OTH- E.L.EACH ACCIDENT $ 100'Wo E.L. DISEASE - EA EMPLOYEd $ loo,ow E.L. DISEASE - POLICY LIMIT I $ 500, DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, H more space is required) Shutter, Window & Door Installation CERTIFICATE HOLDER CANCELLATION MIAMIS3 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Village of Miami Shores 10050 NE 2nd Ave. THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores, FL 33138 AUTHORIZED REPRESENTATIVE I I I wdo�� I ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD Property Search Application - Miami -Dade County Page 1 of 1 t ."`" ' OFFICE OF THE PROPERTY Summary Report Property Information Folio: 11-2231-014-0170 Property Address: 580 NE 106 ST Owner JAVA HOLDINGS LLC Mailing Address 12555 BISCAYNE BLVD #877 NORTH MIAMI, FL 33181 Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 2,126 Sq.Ft Lot Size 12,464.74 Sq.Ft Year Built 1949 Assessment Infornation Year 2013 2012 2011 Land Value $166,803 $123,558 $123,558 Building Value $72,409 $82,823 $82,900 XF Value $1,408 $0 $0 Market Value 1 $240,620 $206,381 $206,458 Assessed Value $111,778 $111,593 $140,291 Benefits Information Benefit Type 2013 2012 2011 Save Our Homes Cap Assessment Reduction $128,842 $94,788 $66,167 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption 1 $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description AMD PL MIAMI SHORES SEC 5 PB 10-47 LOT 1 & 2 BLK 110 LOT SIZE 102.170 X 122 OR 17383-1592 1096 1 Generated On: 4/8/2014 Taxable Value Information Previous 2013 2012 2011 County Exemption Value 1 $50,0001 $50,0001 $50,000 Taxable Value 1 $61,7781 $61,5931 $90,291 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value 1 $86,778 $86,593 $115,291 City Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value 1 $61,778 $61,593 $90,291 Regional Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value 1 $61,778 $61,593 $90,291 Sales Information Previous OR Book - Price Qualification Description Sale Page 09/04/2013 $165,000 28822-3680 Qual by exam of deed 10/01/1996 $120,000 17383-1592 2008 and prior year sales; Qual by exam of deed 05/01/1994 $119,000 16387-3787 2008 and prior year sales; Qual by exam of deed 00000- 04/01/1976 $1 Qual by exam of deed 00000 The Office of the Property Appraiser is continually editing and updating the tax roll. This website 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:/hwww.miamidade.govriinf6/disclaimer.asp (http://www.miamidade.govfinfo/disclaimer.asp) f Version: 1.0.4 http://www.miamidade.gov/propertysearch/ 4/8/2014 Detail by Entity Name Detail by Entity Name Florida Limited Liabilitv Comoan JAVA HOLDINGS LLC Filing Information Filed Date Document Number L04000003310 FEI/EIN Number 200597202 Date Filed 01/13/2004 State FL Status ACTIVE Effective Date 01/13/2004 Principal Address 12555 BISCAYNE BOULEVARD 877 NORTH MIAMI, FL 33181 Changed: 03/20/2009 Mailing Address 12555 BISCAYNE BOULEVARD 877 NORTH MIAMI, FL 33181 Changed: 03/20/2009 Registered Agent Name & Address DUARTE-VIERA, ANIBAL JESQ 5835 BLUE LAGOON DR, STE 200 MIAMI, FL 33126 Authorized Person(s) Detail Name & Address Title MGR GRABER,SHANE 12555 BISCAYNE BOULEVARD #877 NORTH MIAMI, FL 33181 Annual Reports Report Year Filed Date 2012 09/0112012 2013 01/15/2013 2014 01/08/2014 Document Images 01/08/2014 -- ANNUAL REPORT 01/15/2013 --ANNUAL REPORT 09/01/2012 --ANNUAL REPORT 01/18/2011 --ANNUAL REPORT 01/25/2010 -- ANNUAL REPORT 03/20/2009 -- ANNUAL REPORT 05/05/2008 -- ANNUAL REPORT 04/30/2007 -- ANNUAL REPORT 04/28/2006 -- ANNUAL REPORT 06/29/2005 --ANNUAL REPO' - 0 1/13/2004 -- Florida Limited Lia. View image in PDF format View image in PDF format View image in PDF farmat View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format Page 1 of 2 http://search. sunbiz.org/Inquiry/CorporationSearchISearchResultDetaillEntityName/flat-104... 4/8/2014 JC UWPACT SHUTTERS & GLASS, INC. .1drayactshu tern com Fully Licensed and Insured Dade County Product Control Approved 9465 NW 109x' Street; Suite #107 Dade : 305-863-2727 Medley, Florida 33178 Broward: 954-983-0303- Facsimile: 305-889-1983 Miami -Dade Lie. #048887 Broward Lie. #86.4269-GX jcimpactshutters@comcast.net - My Safe Florida Home Contractor ##11171 CONTRACT Date: February 11, 2014 Submitted to: Location: Shane Graber Same 580 NE 106 Street Miami, FL Lawson Hurricane Guard Impact Resistant Windows and Doors, Miami Dade Product Control Approved, Full View, White Aluminum Frames, Clear Laminated Glass: Series 8700 Horizontal Rollers with (5) 531/8 x 50518 XO (2) 37 x 393/8 XO with privacy interlayer (1) 63% x 63 XO (1) 63% x 63 OX (1) 36% x 63 XO (1) 49 1 33 XO with privacy interlayer (2) 531/8 x 38318 XO (2) 74 x 63 XO La Porte Hurricane Guard French Doors (1) Front Door, Single French Door with white privacy interlayer (39 % x 82'/4) {1) Side Door, Single French Door with white privacy interlayer (33 x 79 %) (1) Rear Door, Single French Door (39 % x 82 3/4) Trinity Glass International HVHZ Impact Resistant Fib—erpJass Door Dmh-u a and paluted: (1) Garage Side Icor, 33 x 79 Includes: • The removal and disposal of existing windows & doors. • Delivery of all materials. • All Screws/fasteners, caulk, and basic plaster. • Wood weather treated bucks as required. • Remove all existing iron work, • Special plaster application in order to properly seal in terracelbalcony area. • Hardware for doors NOT included. Installation provided N hardware is available at the time of door installation. FURNISHED & INSTALLED Permit & Engineering Costs not included. TOTAL $13,947.05 (AD major credit cards accepted with small conventem fee.) Shatters &�G�, I ee ap a xPeRso di 8� be �d up �t by JC Impact Shutters & Glass, be. Customer shall reimburse to JC Impact lmYmeeet. Cautomer shall receive colder of 89 receipts for verification and payment. Acce see of Contract. The above prices, specifications and condiftom are satisfactory and are complete the work as specified. Payment a as outlined blow. Date. 1 tore. Print Customer Name hereby accepted. You are authorized to All Sales Final. Forty pment (40%) deposit required of S 78.82 upon acceptance of Contract. Second 40•/o due upon arrival of materials. Balance due upon job completion and passing final inspection Receipt of deposit $ on this — day of 20 �orJCImpact�ShMm & Glass, Inc. J.C. Impact Shutters & Glass, hw. is not eevons e f w damage to special PI -9111 appliCWons, stntxo, paint, drywak se71s, teles, floom and comer Ps dan" any rnrofit dm"latdon. Homeowners must move and/or cover any firmMxe, window covamp such as drapes, blinds & rerticals, required to be moved prior to and after installation " K-,� i IR Y700 53 x 50 +63-63 ASS /G w Fu � 4 P6Rir' �8X 8a. CITY 13 6 4- 7C- 7G OP cl-.4,rT �I'e YZ . /I EO N R - F7 0 0.1 5'3ApX6-0 j �6- 6�LA ss /e t� N � 1 I Oa J,(.l16 N IXy x013 4/Ad/A7© 7 HR -J9700 3-1X 38/ -4�-1a6/a 708' 4 6 3- e 6 3- 03 FD dA AATE .38X &'-x -yy /303?d +7t. 7 � 00 f NR 87 00 53 X 3 k ,a ola 70P +6S-bs `,44,(-s 16114 oq PR97002 ,YqX 3 3 /a 0/3 W -.�6s-6-,r G dA -SS V14 -07 r FD TE .i303�� + U " 7 4�, NR - Sol" 336%XC3 G1ASS /, Fk -13"4,1'S 33x YO 440-60 H R k 7o o a a -63X63 0 14R 4700 4 la eld 708 63 X ,ro ,* +C6-(4' oia7aY CiASS f h BROWARD, PALM BEACH WIND MOCITYti 9.70 mph P51170WRR MrornRV "C" mean Roof 19418ht as 817 rsLssaares zo c 4 niis - ZOno ZoR45 15 it 87.8 •43,.4 37,8 -50,7 16 it 58,3 41,5 88,3 X51.3 18 it 89,2 -42.5 89.2 42.5 20 it 40.1 •43.5 40.1 -53,7 22 R 40.6 -44,2 40,8 -54.6 24 ft 41,5 -45.0 42„5 «55,6 26 it 42,2 -45.6 42.2 46.5 28 it 42.9 46,6 42.9 •57.5 30 It 49.0 •47.9 140,6 -58,Q S5 it 45.0 -48.8 45.0 •00.2 40 it 46.9 -50,2 46.3 •62.0 45 it 47.4 •51,4 47.4 •6315 50 ft 48.5 -52.6 48,5 •65.0 55 it 49.4 1 •53.6 49,4 •66.2 60 It 50.8 •53-2 50.3 -67,4 70 ft 52.1 •56,5 52,1 •87-4 80 it 53.9 ,•5814 53,9 -90,4 90 it 55.2 59.9 55.2 .92.0 10o it 5113 •F73 S1-3 -94.1 110 it 52,4 -52,4 52.4 -96,0 120 it 53.4 -53.4 S3.4 -97.9 130 it 54.4L-57.5 -59.4 54.4 -99,7 140 it 5514 -60.0 55.4 -101.6 150 It 50,0 -60.9 56.0 •102,7 160 it 56.6 -61.0 161,8 56.6 -103,8 170 it 57,5 •62.4 57,S .105,8 MID ft 190 Pt 58,8 58,9 •S8,9 58.3 58.9 -10618 -108.0 200 it 5915 •59.5 59.S -109,1 220 ft 6016 -60.6 60.6 -111,2 240 ft 61,8 -61,8 61,8 -123.3 260 ft 62.8 •62.8 62.6 -115.2 280ftf 68.8 0,8 63.8 -117.0 800 ft G4 8 -64.8 64,8 -118,8 DROWARD, BALM 09ACH (COAST) WIND VELOCITY= 2.70 mpb NO VELOQTY n 275 mi ,n.nr. rti7r„ Nf4an R00% Haight 15 f' oft )$I► resm - rl to Etas Zone 4 °III 40,2 43.5 _ ,1 . 40,0 -44.0 40.6 ,S 18 it 41.5 -45.D 1.5 •55.6 20 it 42.5 -48.2 42.5 -56.9 22 it 43.2 -46.9 43.2 -57.9 24 it 44,0 •47,7 44.0 -58.9 26 ft 144,7 1 -48.5 44.7 -59.9 28 it 45,5 49.8 45,5 -60.9 30 it 46.2 -50.2 46.2 -61.9 35 it 47,7 -51.7 .47.7 -618 40 it 40.1 48.2 '49.1 -617 45 it 50.2 -54.5 50,2 •67,3 50 ft 52.4 •55,6 51.4 -68,9 55 it 1 52,4 I -56.8 52,4 70.1' 00 it i 53.3 •57.8 53.3 -72,4 70ft 55.2 -59.9 55.2 -92.6 80 ft 57,2 •61.9 57.1 •95.8 90 it 58.5 -63,5 58.5 -98,2• 200 ft 54.4 •54,4 54.4 -99,8 110 ft 55.5 -55.5 55.5 -101.7 120 ft 56.6 -56.6 SG.G -103.7 130 ft 57.6 •57.6 57,6 -105.7 140 ft 50,7 •58.7 58.7 -107.7 150 ft 59.4 -59.4 59.4 -108,9 160 ft 60.0 -60.0 60.0 -110.0 170 ft 60,9 -60.9 60.9 -111,6 180 ft 61.8 -61.0 161,8 63.2 -113.2 190 ft 62.4 •62.4 62.4 414.4 200 ft 63.0 •63.0 63.0 -115,6 220 ft 64.3 -64.5 64.3 -117.8 240 ft u 65.5 -65,5 65.5 -220,0 260 ft 66.6 •66,6 66.6 -122.'1 280 ft 67.6 •67,6 67.6 •124.0 300 ft 66.7 •66.7 68.7 -125,9 MIAMI•DADE (COAST) WINOVELOGITYn 175laph E)(P05URE CATEGORY "m" Mean Roof "eightZ°ete os 8a1 Proroureslym fdkg951' r 4 One 5 tom. ;, 15 ft 48,6 -52.7 48.6 •65,3. 16 ft 49.2 •53.1 49.1 -G5.7 10 ft 50,0 •54,8 50.0 -G7.0 20 it 51.0 •55.3 51.0 -0812 22 ft S1,7 •56.2 65.7 -69.2 24 ft 52;5 -56,9 52,5 -709 25 it 58.2 •57.7 58,2 71.3 28 ft 54.0 -58.5 54,0 72 3 30 it $4 7 -59.4 54.7 •73,8 35 it 561 -60.9 56,1 -75.2 40ft 57,0' •62.4 57.G -77.1 45 it 58.7 -6317 .$8.7 -70.7 30 it $9,9 -65.0 59.9 -80,2 5S it 60.9 .6610 6019 -8115 60 it 61.8 -67.0 61.8 -82.8 70 it 63.2 •68.6 69.2 -106,1 80 R 65.1 -70.6 66.1 -109,3 90 it 66.1 -71,7 66,1 -110.8 100 it 50,9 .01.8 58.9 -113.2 110 it 59.8 •6218 59.8 -115.2 120 it 60,7 -63.9 90.7 -117.2 130 it 61.4 •64,8 61.4 -118,8 140 it 62,1 -65.6 62.1 -120.3 ZBOft 62.7 -66.3 62.7 -121.5 160 it 63.2 -66.9 63.2 -122.7 170 it 63.7 •67.6 68.7 -129,9 180 it 64.3 -68.2 64.3 -125.1 190 it 64.8 •68.9 64.8 -126,3 200 it 65.3 -69.5 65.3 -127,5 22Oft 66.4 -70.7 6614 -129.7 240 it 67,4 -7119 16744 -13119 260ft 68.2 -73.0 68.2 -133.8 2ilOft 08.9 •73.8 68.9 -13514 800 R 0917 •7 .7 09,7 -13710 )TOR OF 1.90, VERIFY 101 REQUIREMENTS WITH LOCAL MUNIDIPAWY PRiON TO TABLE UW6, U80 OF TA13L88 VALID ONLY FOR SUU•I)IN08 L008 TIWJ 00'AINAN ROOP HSt61•n, TARL08VALIDPORALROOF OLOPSS,RU000TtONFORROOFOLOP9LeoslI N((P U•L 89 P8flFdR W 4YANENO NE62AS A MaPEO)FIC CONDrRON. Ip0N41FYTN6BUILDING MEAN . {AVORAGO) 140OFKIM. IF711EMAN ROOF HSIGHr A WE OR TO A CONBORVATIVO NOUEBfloN (NEIOHT°WI " OR 71V6pWIIBDnTHTHAT NTIONOT0EL98a iRl0Af. 118SQQURAMPOEM tl1UF4A41 IELFAEMTADLEVAaM FOR MGM PuauERIEOvnWE, WN04) ORslrtERDS (2011130 PM NA0L9Alm T046 U09 AS REUUIRM OV Mill LOON. V. FLORIDA I(E78 )COAST) t WINO VC CI= s 300 Mp&) vianSI fir rAvirnnV ,on„ NdDa3ri� Roof )•a�rr�ht 4 Q 'CPJ WALL ZONE FIrSURL6 a 8n res uresP� Zon�Q, Lora® 15 it 514 •55.8 51.�b •68.8 16 ft $1.9 -56,3 SLID -69.5 18 ft 52,9 -57A 5219 -70.8 . 20 ft 53.9 -58,5 59.9 -72.2 22 it . 54;7 •59,3 54.7 -73.8 24 it 55.5 •60.2 .55,5 -74.3 26 it 56.3 •61.3. 56.3 -75.4 28 ft 57,1 -619 57.1 -76.5 30 ft $7.9 -62,6 57.9 •77.5 85 ft 59.4 -64,4 $9.4 -79.5 40 ft 60,9 •66.1 60.9 •81.5 45 ft 62.1 -67,4 52.1 -89,2 50 ft 0 63.4 -68,8 63.4 -84.9 55 ft 64.4 -69.8 64.4 -86.2 60 ft 65,4 -70,9 65.4 •87.6 70 ft 66.9 -72 6 66.9 -112.2 80 ft 680 -74,7 68.9 -115.6 90 ft 69.9 -75.8 100 it 62.3 -65,3 _ML= 62,3 -119,8 110 it 63,2 •66,5 63.2 -121.9 120 it 64.2 '667.6 64.2 -124.0 150 it 64.9 •68,5 64,9 -125,6 140 ft 65.7 -69,4 65.7 -127.3 150 It 66,3 •70.1 66.3 -128.6 160 it 66,9 -70.8 66.9 •129.8 170 ft 67.4 •71.5 67,4 -131.1 i80 it 68.0 •72,2 68,0 •132,3 190 ft 66.6 -72.9 68.6 -133,6 200 ft 69.1 -73,6 69'.1 -134.8 220 ft 70.2 •74,8 7672 167,2 240 it 719 -76,1 71.3 •139,5 260 it 72,2 -77.2 72,2 •141,5 280 ft 72.9 -761 72,9 -143,2 BCD C 7317 •7g,0 73.7 -14Q,9 -10% OF MST NORIZOR , M Sr, a Ute.. gr„ � O >p cm ,n 1®�GBtIA d n.n,� 0/ oc� ®r3 0/0 - C/'/) 02 9/ 07 U61 0� 7 HIGH, 7 NUMI DADS COUNTY �i i� PRODUCT CONTROL SECTION DEPARTNMNT OF PERNllTTiNG, ENVIRONMENT, AND REGULATORY 11805 SW 26 Shat, 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) •+�� Y�e�� Lawson Industries, Inc. 851 NW 90 Street Medi, FL 33166 SCOPE: This NOA is being issued under the applicable roles 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 -Dada County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approve ribeid bas�gen designed to comply with the Florida Building Code, including Sigh Velocity Hurricane Zone. DESCRIPTI : Series "HS 8700 (Flange Frame)" Aluminum Hoental dow - L3U. APPROVAL CUMENT: Drawing No. L8700-0901, titled ` HS4700 Horizontal Rolling Flange Impact Window", 1 through 10 of 10, dated 05/30/09 with revision A dated�01/25/12, prepared by manufacturer, signed an ., bmillsi e County Product Control Revision stamp with the Notice of Acceptance number and expiration date by a Miami -Dade County Product Control Section. A SSUZ IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modeVseries, and following statement: "Miami -Dade County Product Control Approved", 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 Nami 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 renews NOA # 11-0705.10 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. 12-0127.09 Ex tion Date: April 11, 2017 Appro Date: Mar 29, 2012 j,g1►2 f . Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS ` 1. Mam&wtunees die drawings and sections. 2. Drawing No L8700-0901, titled "HS4700 Horizontal Rolling Flange Impact Window", sheets 1 through 10 of 10, dated 05/30/09 with revision A dated 01/25/12, prepared by manufacturer, signal and sealed by Thomas J. Sotos, P. E. B. TESTS 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) Nater 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 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XOX (1/4,1/2,1/4 and 1/3,1!3,1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s: HETI-10--3047, HETI-10-30481 HETI 10-3049, HETI-10-3049I9 HETI-10- 3W9 HETI--10-3051, HETI-10-305289 HETI-10-3053, HETI-10-3056, $ETI -10- 30579 HETI-10-3130, HETI-10 3131, HETI-10-32239 HETI-10-32249 HET-lo- 32259 ET 10=3225, HETI-10-3226 and HETI-10-3251, dated 11/09/10,03t23/11 and 04/25/11, signed and sealed by Candido F. Font, P.E. and Rafael E. Droz-Seda, P.E. (Submitted under previous NOA Aro. 11-0705.10) 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) Nater 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 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI48--2033, HETI-08-2034, HETI - 08 - 2035, HETI - 08 - 20369 HETI - 08 -- 2037, HETI - 08 - 20389 HETI-08-2116A and HETI48-2116% dazed 02128/08, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 09-0706.05) Mara e Product Coma L• NOA No. 12-=0.. Expiration Date: April 11, 2017 Approval Date: March 29, 2012 E-1 Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coD) 3. 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 S) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3097, FT1-3098 and FTL-3364, dated 12/06/01,12/11/01 and 01/28/002, all signed and pled by Luis Antonio Figueredo, P. E. (Submitted umkrNOA No. 0"105) C. CALCULATIONS: 1. Anchor verification calculations and- structural analysis, complying with FBC-201 0, prepared by manufacturer, dated 05!28/09, revised on 07/10 and updated on 01/25/12, signed and pled by Thomas J. Sotos, P. E. 2. Glazing complies with ASTM El 300-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Allaire (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite* PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-201 0, dated January 25, 20125 signed and sealed by Thomas J. Sotos, P.E. 2. Statoment letter of no financial interest, dated May 20, 2010, signed and sealed by Thomas J. Sotos, P.E. G. OTHERS 1. Notice of Acceptance No. 11-0705.10, issued' to Lawson Industries, Inc. for their Series "HS -8700 Flange" Aluminum Horizontal Sliding Window — L.M.I., approved on 09/08/11 and expiring on 04!11!12. 15� Manna Pe Product Control NOA No. 12-01 .08 Expiration Date: April 11, 2017 Approval Date: March 29, 2012 E-2 Norte .0 ' ' xg 1 RSFBR TO SIFT 8 OF 10 FOR INSTALLATION ANCHOR AND NOTES. S POR VEIITIC E CROSS-smc ION DETAILS "A. At. R. & O" TO SHEET �9 3 FOR HORIZONTAL CROSS-SECTION DETAILS 'C, D. & Ii" TO SHEET A4 4 REFNO TO SHEET 9 OF 10 FOR D>SION WAD CHARTS AND NO= 0@ Wik XOX -Enua1 te (1/S-1/3-1 /3) NOTES: t REM TO SHEEP S OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 8 FOR VHNBCAL CCSB -SECTION DETAILS A. At. B, & Bl" [OPER TO SHEET 03 S) FOR HORIZONTAL CROSS-SECTION COMES "D. • &- E' REM TO SHEEP #5 4) HEM TO SHEET 8 OF 10 FOR DESION WAD CUM AND NOTES. 00 E� D . B89 8 IN IMPACT RESISTANT. (8F� NOT RERUIRBD) Wik XOX -Enua1 te (1/S-1/3-1 /3) NOTES: t REM TO SHEEP S OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 8 FOR VHNBCAL CCSB -SECTION DETAILS A. At. B, & Bl" [OPER TO SHEET 03 S) FOR HORIZONTAL CROSS-SECTION COMES "D. • &- E' REM TO SHEEP #5 4) HEM TO SHEET 8 OF 10 FOR DESION WAD CUM AND NOTES. 00 NOTA• %QX - Un-Eaual Lite (1/4-1/8-1/4) 1 RWRR TO SHEET 9 OF 10 FOR WS'TALLATIDN ANCHOR DETAILS AND NOTES. 8 FOR VERTICAL CROSS-SECTION DETAILS A. Al. IL At Bl" REFER TO SHEET FD 3 FOR HORIZONTAL CROSS—TION DETAILS 'D, & R' REFER TO S'NBET g0 4) tsEFK TO KELT 7 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. SERIES -8700 HORIZONTAL SLIDING IMftCT WIND011 APPROVED ELEVATIONS General Notes: E� D . B 87 8 IN IMPACT RESISTANT. (8F� NOT RERUIRBD) NOTA• %QX - Un-Eaual Lite (1/4-1/8-1/4) 1 RWRR TO SHEET 9 OF 10 FOR WS'TALLATIDN ANCHOR DETAILS AND NOTES. 8 FOR VERTICAL CROSS-SECTION DETAILS A. Al. IL At Bl" REFER TO SHEET FD 3 FOR HORIZONTAL CROSS—TION DETAILS 'D, & R' REFER TO S'NBET g0 4) tsEFK TO KELT 7 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. SERIES -8700 HORIZONTAL SLIDING IMftCT WIND011 APPROVED ELEVATIONS General Notes: 1.) THIS WINDOW SYSTIIsI.L4 MOONED AND TESTED TO COMPLY WITH "M } . REqUIRSIMM OF THE 2010 FLORIDA BUDAINO CODE INCLUDING HIGH VELOCITY HUMUNE ZONE )AND ASTM 1 0-02. THLE PRODUCT 8 IN IMPACT RESISTANT. (8F� NOT RERUIRBD) 2.) WOOD WMM SUM BE DWAId,ED AND ANCHORED SO THAT THE BUB,DINO RESTS THE SUJWWOSW LOAN IN ACCOlWANCB WITH THE REQUIRRIONTS1�^ ° v OF 2010 F.B.C. & TO BE REVIEWED BY SUIIMO OFFICIAL �► C 3.) ANCHORS SHOWN ON SHEET 2 OF 10 AIB AS PER TEST UNITE. ANCHORS ON ALL WDTDOW ARE NOT TO EXCEED THESE MAXO SPACINGS ON CENTER M is .• (0.1:.). AND AS TABULATED ON SHEETS S. 7, or S. 4.) ANCHOR CONDITIONS NOT DIS IN THS DRAWINO'S ARE TO BE ENGROIERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND g TO BE REVIEWED BY WMINO OFFICIAL. 8.) WINNOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES cy TABULATED HEREIN (SEE SHEM B8, 7. or 4 AND FOR USE WITH DOUBLE OIA29 LUMATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEEP® #9. 7 or 8). 8.) WDG>OWS WITH GLASS TYPES A. C. OR O" DIB'PALLED ABOVE 3OFP. IN THE EVILS. THE I.G. EXTERIOR LTTE SHALL K TEMPERED. pQ f>~ 7.) SEE SHEEP 4 FOR I*= DETAILS & OPTIONS. o 8.) SEE SHEET 9 POR OIAS.S TYPES. 9.) SEE SHEET 8 FOR DIJON PRESSURES ON °XO or OX' WINDOWS. � a O 10.) SEE SHEET 7 FOR D=GN PRESSURES ON EQUAL -LTTE 7(0X' WDWWS. 11.) SSE MEET 8 FOR DESIGN PRESSURES ON UN -EQUAL IM 7108' WINDOWS. I2J' FOR OPTIDM FRAME UWALLATRIN DETAILS SEE SHEETS S. 4. or 9. 'x I&) EBT. A; W. FALSE COLONIAL MUNTD� ARE OPTIONAL & AND ARE APPim W/ SILWW 14.) WOOD BUCK INCONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS). PRIOR TO WINDOW INSTALLATION. (SEE SLIEST /3. 4 & 8 FOR DETAILS & NOTES) WOOD BUCK TO K ANCHORED IN COMPLIANCE WITH THE 2071' FBC CHAPTER 24 SECTION 18.) APPROVAL APPLIES TO W=,E UNITS OR SIDE BY SIDE MUIJ.ED UNITS. IS.) SEE SHEET 0 9 FOR MULUON/IIETAL ATTACIDONT DETAILS. NOTES & OPTIONS. 17.) MULLING HORIZONTAL SLIDING WILMM WITH OTHER TYPES OF WAI I-DNDE COUNTY APPROVED WINDOWS USING A MIAMI -DADS COUNTY APPROVED MULLION DI BEIM ARE ACCEPTABLE BUT THE lOWXR DESIGN PRESSURE ENTIRE IIULLEp SYSTEM FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE n !6f TS.) ALL METALS?REI, IN CONTACT WITH ALUMINUM OR OTHBR DMDMAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET SECTION 2008.8.4 OF THE 20=0 FLORIDA BLDG. CODE. /OF <? ✓ �` ,�. iZ'�Y/ATI + � y '�"-.�.."'•'r1 TEST IIAOF am III- B Or � OwAIJATION PASTRIUM (A) to AR FRAME H30 04 a FRAME HEAD UP DP ARM 70.0 SILL 81I (B) 70 t (C)6 AT EL DP ARM A) •IHE GENERAL NOTE g8 & 04. [TEST UET am III" It 83" IN81'AIJARION PABTBNERS 10. OVERALL FRAM VIDTN (A) 10 A' FRA)ffi HBAD -IW INTERIOR FRAME VIDTN .,- AL1 VvIl r;\ DP ABovE E tg3 (14 AT IBM SUL IFo ARM (C)AT SA. FRAME JAMB *BEE OENERAL NORE p & g4. ID3 E 8 B1 a v [TEST UET am III" It 83" IN81'AIJARION PABTBNERS 10. OVERALL FRAM VIDTN (A) 10 A' FRA)ffi HBAD -IW INTERIOR FRAME VIDTN .,- AL1 VvIl r;\ DP ABovE (a)to AT FRAME 01 tg3 (14 AT IBM SUL IFo ARM (C)AT SA. FRAME JAMB *BEE OENERAL NORE p & g4. ID3 6 bawl", 6 8 TACT T #3 (D)(0 AST Flow READ IF FROM SU DP AB078 70A (0 AT FRAME 834 IF DP ARM 70A) tCT EA. FRAME JAMS -m KWR 03 & 04. L aw•ac �� 1 Y� ILS 10. OVERALL FRAM VIDTN 10.0 -IW INTERIOR FRAME VIDTN .,- AL1 VvIl r;\ im � � y^3 i tg3 a4 s -- ID3 E •77i a v DC a If OL a � �errA: a V 0a JR v ac. E 13 v+• OD. L SAME AMCNDI SPACIN AT MEAD A SR1MA T & i - M4 .) 'XOX" WINWW -- AApUN—EAgUA,LIt ISE gg�T & SEE MORIY@ITA CESS-SECTIIbt DiTAD.B •C. A 6 L' TASNfET e4� 74. OVERALL FRANC 73• INTERS FRAME 814ST im � � y^3 i J MAN y ID3 814ST im � � y^3 i MAN y ID3 gg� Sd� a v DC a If OL a � a Mea "1 L LNE ASCHUR SPACING AT MEAD A SILL Uma-AINT.-FALma C" & TVD_A�D!_T1011N.RF6U[D (q�• �r e�sN RAAS 8 �O�X' p), Ay dY OTEM >SEE11DRt2WJTAf. CSS-8ECTD9a •C, D• 6 E. e. ATAT SERIES -8700 HORIZONTAL SLIDING ENDOW FLANGE FRAME ELEVATIONS — L.M.I. 1/4' TAPCON V/ 1 1/4' MIN. EMBEDMENT INTO C� (SEE ELEVATION AT SHEET 82 FOR VAX. FASTENER SPACING) EXTERIOR PERIMETER 0 L ALL WOOD BUCKS ENGINEERED SEPARATELY & TO DE REVIEWED BY BLDG. OFFICIAL (TYP.) 2. WOOD DUCK AND FRAMING (NOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED BY THE GLAZING SYSTEM AEM�; 4: v. .•-t'. ' • .Ira' �. Shap SPACE tTYP.) J CLEAR SILICONE ADHESIVE BEDDING COW13UND i EXTERIOR INTERIOR LAMINATED GLASS STUCCO OVER METAL LATH NAILED TO 814 S.M.S. V/ 1 1/4• EXTERIOR GRADE PLYWOOD SHEATHING MIN. EMBEDMENT INTO WOOD +a TO DE SPECIFIED BY ARCHITECT OR G.C. (SEE ELEVATION AT SHEET 82 (EXTERIOR FINISH BY OTHERS) FOR MAX. FASTENER SPACDNG) NOT dL TRIES, INC. Fr.. .w• ex .. 1• MIN. •' : ° 3 v EDGE ANCE « . 2x(MaL 1 4' .> r' O ►�� ,' : TVP, '•'r. � AG 41 C CCNA'.6i NOTT1 S GRAN PERDIETER ® j To RUEt >Er nYP� x tTYP.) I EkIERIOR A 1 DVTSRiOR ALTERNATE DETAIL 2 WmOW INSTAL e= NOTES: L THE WINDOW FRAME FLANGE TO BE BACK -BEADED W/ AM EXT. 28 20 GRABS CAtAK THROIJOHOUT THE ENTIRE PERIMETER OF FLANGE SILL RISER - OPTIC BY WINDOW INSTALLER (TYP.) APPLIED WITH SILICONE Z THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO SEE BP CHARTS am BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK 2 SHEETS 84, Ns, & N6. BY OTHERS (TYP.) • WHEN THE CAP BETWEEN THE WINDW MW AND THE BUCK OR y 28 +� 10 D 2 T3 f MASONRY I8 I= THAN 1/8-, 887M8 ARE NOT RDQUIRED. B1 - 93 ANCHORS NOTE: »• v EXT. GRADEh7i�S: ANCHORS TO BE 812 SMS WA WOW.SCREVS INTO WD, OR :1NG YSr•-r:vvi CAULK:rt t :«zaztit U4• TAPCONS a APPROVED CaNC FASTENERS INTO Com, WITH A MINIMUM OF 1 1/4' PENETRATION INTO WMD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) O A •. U4• MAX a U4• MA1R. a b 4 SRBRi SPACE q EMIR SPACE j +d•S A A 4.-1 1/4- MIN tTYPM �jt R`R1 n d d4 • 4, tTYpa PRODTX TRDYL� n EB M EMBEDMENT ° a < MNNT , ° eatrld��oFlmlde 4 .0 °4, a °a•O •..4 4 A� r A 1 DGE DIST OPTIONAL_ SIL•I INSTAUAT[ON DMIL AT 'XO or OX' 2X BY 014 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET 12 FOR MAX. FASTENER SPACING) EXTERIOR WALL FINISH BY OTHERS (TYP.) STU= OVER METAL LATH MARES TO - E%TERIC: GRADE PLYW= SHEATHWO TO BE SPECIFIED BY ARCIOTECT OR GC. tEXI=GR F01 M BY OTHERS) NOT BY LAWSON DOXDSTRIES, DIC. L ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) 2. WOOD BUCK AND FRAMING 010T BY LAWSON INDUSTRIES) MUST SYS EMAIN LOADS IMPOSED BY THE GLAZING EXT. LOCK (LATCH RAID SWEEP) OPTIONS I. BM EXTRUDED ALUMWUM AND PLASTIC LOFT HANDLE IACD ARE QUAMED FOR USE ON ALL WINDOWS. 2. BOTH WE CAST AND NYLON CAM LACKS ARE QUAUFM FOR USE ON ALL BIWDOWS. 3. TWO (B) LOCKS! ARE REQUIRED PM EJUS VENT. :D GLASS PT. WOOD BUCKS SILICON ADHESIVE VV MA)L BEDDING COMPOUND SPAMe, a IN'IHRIOR tTral _. -1/4' TAPCON W/ 1 1/4' MIN, EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET 02 . FOR MAX. FASTENER SPACING) 74' MAX. —WINDOW FRAME FLANGE WIDTH- -XO- WINDOW EQUAL LITE ( ^Ox' REVERM ) RUMOR 0115TALLATION NOM, I. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. I Q •4 J�' a. BY WINDOW INSTALLER (TYP.) EICPBRiOR T8 T9 T 1 � .,�' -W. GRACE D e.--- CAULX ., • WHEN THE OAP BB'1'9 = THE WINDOW FRAME AND THE BUCK OR 73' MAX. FRAME BACK WIDTH 74' MAX. —WINDOW FRAME FLANGE WIDTH- -XO- WINDOW EQUAL LITE ( ^Ox' REVERM ) RUMOR 0115TALLATION NOM, I. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. MADE CALLK TT MT THE ENTIRE PERIMETER OF FLAME a BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO R BE SEALED W/ AN APPROVED EXTERN MADE CAULK BY OTHERS (TYP.) • WHEN THE OAP BB'1'9 = THE WINDOW FRAME AND THE BUCK OR MASONRY 0 LESS THAN 1/0', WNS ARE NOT RMIRRFA. ANCHORS NOTE: ANCHORS TO BE 012 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CMC. FASTENERS INTO COX, � RvmwFwft WITH'A MINIMUM Or 1 1/4' PENETRATION WTO WOOD OR CGI. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) No ' DaOe � � a R 0 x �xg P I � ' 1 12 X 1 3/4• SAS. 1 1/4• MIN. WOOD EMBED (SEE ELEVATION AT SHEET 12 FOR MAX. FASTENER SPAC11 CLEAR SILICONE ADHESIVE '�� • PT • WOOD BUCKS i 8'tun SPARGE 2f 23 O BEDDING COMPOUND LAMINATED GLASS (TYP.)V4• 33 EXTERIOR MAX. SMIM SPACE +- 7 17 -.,A f ci • 1/4• TAPCON V/ 1 1/4• MIN EMBEDMENT INTO CONC. .CUE ELEVATION AT SHEET 12 f 4 FOR MAX. FASTENER SPACR,0 EIi i 12 i 4, e.• , 6 a t 18 1%4' MIA4 s 17 g • M N .° ------------- --^-- -------�- a 4 1 I/e• 14IN. EDGE DIST , 4e EXT. GRADE f ,P1 e O O CAULK d WINDOW FRAME BUCK WIDTH i WINDOW FRAME FLANGE WIDTH "XOX" WINDOW EQUAL AND UN -EQUAL LITE NINDON1 DV9TALLATION NOTES: L THE WINDOW FRAM FLANM TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) 8 THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAM TO BE SEALED V/ AN APPROVED EXTERIOR GRAM CAULK BY OTHERS ITYP.) • WHEN THE OAP BETWEEN THE WINDOW MANE AND 971E BUC( OR MA80MB11 IS LBBB THAN t/B". SHDIB ARE NOT REQUIBBD. ANCHORS TO BE 112 SMS OR VD. SCREWS INTO WOOD, OR 1/4• TAPCDNS or APPROVED CONC FASTENERS INTO CON(., WITH A 14INIMUM OF 1 1/4• PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES F13R QUANTITIES REQUIRED) lh D I.) SEE IANET B POWMAZI Na TYPES. DETAes-t aoDNE OPTIONS. 10 STANDARD SIL USED ON WDNDOWS WITH +70.0 DP AND HEM (WINDOVS VTPH (LASH TYPES "A. B. C. & D") 3J SHL WITH RISER ADAPTER ARE. FOR WINDOWS ARM +70.0 OP (WINDOWS WrTH (LASS TYPES "E. & F') AND +80.0 DP MAIL ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & HILL ON WINDOWS WrRR OF ARM 70.0. (SEE ELEVATION AT SHEET 8 OF 10) 4.) WINDOWS WITH (1A88 TYPES "A C. OR (" IItl3TALLBD ABOVE 30FT. IN THE HVHL THE La. BNIPRRI0 LITE $HALL BE TEMPERED. D "I E -o. m m eDOw hounsi 1 1 1 G 0m �. ( ILL RISER - t3PTM NAL N 1 APPLIED WITH SILICONE r i FOR DP ARIM +70.0 PSP 080.0 DP MAX) al- WIWI I m DESIGMLOADAWY Nu DOW viqunH ItM P24 Jamb H & S Andwra Anams Glace + "A" + " + +/. "C " T + 2 + Cila� + pef 24 3 3 65.0 86.0 850 65.0 Tao 70.0 70.0 700 80.0 800 Sao 800 24 3 4 65.0 85.0 65.0 X3.0 700 70.0 70.0 70.0 80.0 80.0 no 800 48 24 3 8 65.0 85.0 655.0 05.0 70.0 70.0 70.0 70.0 80.0 Sao $a0 80.0 24 3 6 85.0 86.0 0 50.0 70L0 70.0 70.0 70.0 80.0 800 80.0 800 72 24 3 8 85.0 85.0 Sao 85.0 70.0 70.0 70,0 70.0 80.0 80.0 80.0 Sao 24 38 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 Tao 800 80.0 8ao 8ao 4 65.0 A .0 65.0 70.0 70.0 Tao 70.0 80.0 800 80.0 80.0 4$ 3 6 65. 50.o mo 70.0 70.0 70.0 Tao 80.0 SOD 80.0 Sao 3 50 0 65.0 70.0 70.0 Tao 70.0 80.0 80.0 80.0 Sao 72 3 6 85.0 86.0 S.0 70.0 70.0 70.0 7a0 80.0 80.0 Sao 80.0 24 48 4 4 Nato 65.0 65.0 65.0 70.0 70.0 70.0 700 80.0 80.0 8a0 $0.0 35 48 4 4 66. 8&0 S.0 7a0 70.0 70.0 70.0 8.0 80.0 Sao 80.0 48 48 50.0 50.o 50.0 70.0 70.0 70.0 70.0 8a0 80.0 80.0 $a0 50 48 4 8 65.0 65.0 65.0 70.0 70.0 70.0 70.0 Sao 80.0 80.0 8ao 72 48 50.0 65.0 65.o 50.o M.0 70.0 70.0 7ao 8ao 80.0 Soo $0.0 36 6o b 4 65.0 65.0 m0 S&O 70.0 70..0 70.0 70.0 80.0 80.0 80.0 800 48 50 50 -eO 5 6 8 65.0 65.0 65.0 65.0 65.0 65.0 65.o 85.0 70.0 70.0 0 0 70.0 70.0 0.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 8a 80.0 72 b 8 .0 7UO .0 - - 26.5 28 3 4 1 65.0 65.0 65.o 65.0 700 70L0 70.0 70.0 80.0 8a0 80.0 80.0 37 25 3 4 1 65.0 65.0 G.0 65.0 700 70.0 70.0 700 Sao Sao 80L0 80.0 53.125 25 3 6 1 65.0 65.0 850 85.o70.0 70.0 70.0 70.0 80.0 80.0 8a 600 74 28 6 86.0 85.0 65.0 85.0 70.0 70. 70.0 70.0 80.0 80.0 Sao 800 37 38• 4 85 0 66 0 7a0 70.0 700 700 80.0 80.0 8Q0 8a0 M.065.0 65.0 70.Q 70.0 70.0 70.0 SOLO 80.0 Sao 800 6�0 85.0 70.0 70.0 7Q0 70.0 80.0 80.0 8a0 80.0 26.5 50.625 b 4 65.0 85.0 65.0 6&0 7ao 70.0 7.0 7ao 8ao 80.0 80.0 Sao 37 50.626 5 4165.0 65.0 G.0 65.0 70.0 70.0 700 70.0 80.0 80.0 80.0 80.0 63.125 50.625 50• 6 8 66.0 65.0 0 70.0 70.0 .0 7ao 7ao 7 80.0 80.0 80.0 800 0 28.5 68 5 4 86.0 50.0 B.Q 70.0 70.0 70.0 70.0 80.0 50.0 80.0 80.037 58 65.0 65.0 86.0 700 70.0 70.0 70,0 80.0 80.0 80.0 8ao53.125 5 6 65.0 66.0 850 70.0 7a0 70.0 70.0 80.0 Sao Sao 80.0 I.) SEE IANET B POWMAZI Na TYPES. DETAes-t aoDNE OPTIONS. 10 STANDARD SIL USED ON WDNDOWS WITH +70.0 DP AND HEM (WINDOVS VTPH (LASH TYPES "A. B. C. & D") 3J SHL WITH RISER ADAPTER ARE. FOR WINDOWS ARM +70.0 OP (WINDOWS WrTH (LASS TYPES "E. & F') AND +80.0 DP MAIL ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & HILL ON WINDOWS WrRR OF ARM 70.0. (SEE ELEVATION AT SHEET 8 OF 10) 4.) WINDOWS WITH (1A88 TYPES "A C. OR (" IItl3TALLBD ABOVE 30FT. IN THE HVHL THE La. BNIPRRI0 LITE $HALL BE TEMPERED. D "I E -o. m m eDOw hounsi 1 1 1 G 0m �. ( ILL RISER - t3PTM NAL N 1 APPLIED WITH SILICONE r i FOR DP ARIM +70.0 PSP 080.0 DP MAX) al- WIWI I m DESf N LOAD CAPAWYMSPI- O w n ual to 114- -11 +/-Premiums i FR ME Jamb �a pe • e T 2 e 2 lase Type " S as T Lasa fi B� a WIDTH EIGHT Anchors Anahos's + - Do + i + - f + f - } + f f + f � 24 3 7 0.0 80.0 80.0 80.0 85.0 75.0 85.0 78.0 62.0 - b2.0 85.0 75.0 ! 72 24 3 7 B0.0 80.0 80.0 .0 .0 76.0 85.0 75.0 62.0 52.0 86.0 75.0 51 1 84 !� 24 24 3 3 8 90 80.0 80:0 80.0 .0 80.0 B0.0 8Q.0 80.0 .0 85.0 75.0 76.0 86.0 88.0 7S. 75.0 52.0 52.0 52.0 62.0 85.0 86.0 0 t; ^d 1� � 11 .0 7 75 � 1 36 3 7 80.0 80.0 80.0 80.0 75.0 .0 85.0 . 75.0 52.0 52.0 85.0 72 84 1 36 � 3 3 7 8 80.0 70.0 80.0 75.0 80.0 70.0 80.0 7 .0 .0 85.0 88,0 75.0 7b.0 85.0 .0 76.0 750 62.0 62.0 2.Q 52.0 86.0 76.0 7fi.0 75.0 go 108 � 38 3 10 70.0 78.0 70.d 75.0 68.0 75.0 65.0 75.0 52.0 62.0 85.0 75.0 3 11 - 52.0 52.0 86.0 75.0 85.4 75.0 82.0 52.0 85.0 T6.0 80 48 4 7 70.0 7b.8 70.0 75.0 76.0 8fi. 7.0 62.0 52:0 85. 75.0 72 48 4 7 70.0 75.0 70.Q 75.0 75.0 6b. 75.0 52.0 fi2.Q 86.0 75.0 84 96 48 45 4 8 90 52.0 2.0 52.0 161.01 76.0 85.0 75.0 52.0 82.0 88.0 75.0 fw .o 7TS.o52.o52.Q 86.07.1484 so 5 11 B2.d 52.0 75.0 55.0 75.0 62.0 62.0 86.0 75.0 2.0 52. 66.0 75.0 85.0 76. 62.0 .0 5.0 72 84 � � 5 6 7 8 2.0 2.0 52.0 52.0 86.0 85. 76.0 75.0 86.0 85.0 75.0 76.0 52.0 aa.0 .0 75.0 98 80 6 10 52.0 52.0 .0 76.0 85.0 75.0 82.0 52.0 62.0 52.0 65.0 85.0 b. 75.0 m x 108 � 8 11 - - 2.0 62.0 88.0 7$.0 85.0 7b.0 52.0 82.0 85.0 75.0 74 28 3 7 80.0 80.0 88.0 80.0 85.0 75.0 85. 78.0 52.0 52.0 85.0 75.0 co 74 38.375 3 7 80.0 80.0 80.0 80.0 85.0 76.0 85.0 75.0 52.0 52.0 85.0 75.8 a 74 50.825 4 7 7 0 75. 70.0 75.0 85.0 75.0 86. 75.0 62.0 52.d 85.0 75.8 74 50 S 7 2.0 52.0 88.0 75.0 85.0 76.0 51.0 52.0 85.0 75.0 74 83 5 7 52.0 52.0 65.0 75.0 85A 7b.0 52.0 52.0 85.0 75.0 78.5 28 3 9 .52.0 52.0 85.0 75.0 85 0 S.0 62.0 62.0 55.0 75.4 78.5 38.375 4 9 52.0 52.0 85.0 75.0 86.0 75.0 82.0 52.0 85.0 75.0 79.5 50.82 4 8 82.0 62.0 85.0 76.0 .0 75.0 62.0 62.0 85.0 75.0 7 .b b6 b 9 62.0 bZ.O 55.0 76.0 85.0 75.0 62.0 52.0 BS.O 75. d 79. 63 b 9 52.0 62.0 85.0 ' 75.0 85:0 76:0 52.0 52.0 8b.0 7b.0 .25 8 11 5. .0 .0 $2. 106.25 38.37b 4 11 52.0 5Z.0 86.0 75.0 8b.0 75.0 52.0 62.0 85.0 75.0 10625 60.826 4 11 52.0 b2.0 .0 .8 86.0 7 . .0 b2.8 85.0 7. 108.2b 58 6 19 52.8 52.0 88.0 75.0 85.0 75.0 52.0 b2A 85.0 76.0 1 108.25 83 8 11 52.0 52.0 BS.O 7fi.0 86.0 6.0 b2.0 52.0 B5.0 75.0 11.0 0 65.0 1 7 119 .375 4 11 2. 75. 85.0 7b.0 85.0 7S.Q 52.0 52.0 66.0 1 7 a $ 11 b0.825 4 11 52.0 52.0 85.0 75.0 86.0 76.0 b2.0 52. . 75.0 191 68 11 52.0 52.0 85.0 76.0 .0 7b.0 52.0 52.0 .0 8b.0 75.0 91 5 75. .0 5. 52.0 � `��Na3Ny'Gir a p�. ij Not 68 • : I,) � aQIQORBVI � �� SHEEY 8 FOR OLAZWO TYPES, OZTAB,S s m coo OPTION$. Z- 8.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW // // %/ Dmo (WINDOWS WITH GLASS TYPES A. S. C. & D-) I%� I%� /%� 3.) SD.L WITH IDBER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP %�' %�' %�' 4 SILL RISER - OPTIDNN. S APPLIED WITH SILICON (MDM WITH GLASS TYPES "rL P� AND +�.0 DP IMAX // // // I I FUR DP ANNE +70.0 PSF ' .• ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SD.L ON WINDOWS WITH DP ABOVE 70.0. (SRS ELEVATION AT SHEET 8 OF 10) 1 2 j 0+80.0 Ip• MAX) ''•a••• �s 4.) WINDOWS WITH OLA88 TYPE A C. 0R Q" IIN8TALLZD ARSYB SOFT. %", ®� tt►tq IN THE HVH& TH8 LO. EICIERIOIt LlIB SHALL BE TEMPERED. '�i xox - uti_emat Lyc a 75. _ DESIGNLOAD CAPACITY -XOX WAVOWS with +/- Presstn PSO Lf a ?/3-?/3•?/3 4 sa d w g c� a x 1 v � 41 s h yy� 4 j 8 PAW 8121E S Jamb S H S S Glass T "B" Maas "C' ©lass T "D" 2 G4k ms T "L' Comas T "P" 3 Glass "G' WITH :H .... Anchors Ancltolss + + t + + + _ S 60 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 520 52.0 65.0 76.0 72 24 3 9 80.0 80.0 80.0 80.0 65.0 76.0 65.0 75.0 520 62.0 65.0 -75.0 $ ® 84 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 62.0 62.0 65.0 76.0 c9 Go 38 3 7 70.0 75.0 70.0 75.0 85:0 75.0 65.0 75.0 52.0 62.0 65.0 75.0 • �" 72 36 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 76.0 520 52.0 .65.0 75.0 i RE 84 38 3 9 52.0 52.0 65.0 76.0 66.0 75.0 520 52.0 65.0 75.0 60 48 4 7 - 520 520 65.0 75.0 65.0 75.0 620 52.0 65.0 75.0 as 72 48 4 9 - - 520 52.0 65.0 75.0 65.0 75.0 62.0 62.0 65.0 75.0 84 48 4 9 52.0 520 65.0 75.0 65.0 76.0 620 52.0 65.0 75.0 6D 60 5 7 52Q 7 520 65.0 76.0 65.0 76.0 620 52.0 65.0 75.0 72 oo 5 9 52.0 52.0 65.0 75.0 65.0 75.0 62.0 62.0 65.0 75.0 - - 84 Go b 8 62.0 520 65.0 75.0 85.0 75.0 b2.0 52.0 65.0 7560 53.125 26 3 6 80.0 80.0 80.0 80.0 85.0 75.0 85.0 75.0 522.0 52.0 85.0 75.0 e 53.125 38.375 4 6 80.0 80.0 80.0 80.0 6510 7510 65.0 75.0 62.0 52.0 65.0 75.0 vjc 53.125 50.625 4 6 70.0 75.0 70.0 75.0 85.0 75.0 65.0 75.0 520 520 65.0 75.0 63.125 58 5 8 52.0 620 65.0 75.0 65.0 75.0 62.0 52.0 85.0 75.0 53.125 63 5 6 - - 520 52.0 65.0 75.0 65.0 75.0 520 520 65.0 75.0 74 26 3 9 80.0 80.0 80.0 80.0 65,0 75.0 65.0 75.0 62.0 520 65.0 75.0 74 38.375 4 9 520 52.0 65.0 75.0 65.0 75.0 620 52.0 65.0 75.0 74 50.826 4 8 520 520 65.0 .75.0 65.0 75.0 620 520 65.0 75.0 74 68 5 8 52.0 52.0 65.0 75.0 85.0 75.0 520 52.0 65.0 75.0 74 63 5 9 - - 520 52.0 65.0 75.0 65.0 75.0 52.0 520 65.0 75.0 79.5 25 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 520 62,0 65.0 75.0 78.5 38 375 4 8 70.0 76.0 520 52.0 85.0 76.0 8.5.0 75.0 520 0 85.0 75.0 79.5 60.825 4 8 52.0 52.0 65.0 75.0 65.0 75.0 620 52.0 85.0 75.0 79.5 68 6 9 62.0 52 0 �.0 76.0 85.0 75.0 520 520 85.0 76.0 79.6 63 5 9 - - 62.0 520 65.0 76.0 65.0 75.0 520 62.0 65.0 75.0 4 a 84 26 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 520 65.0 75.0 84 38.375 4 9 70.0 75.0 52.0 62.0 65.0 75.0 65.0 75.0 520 52.0 65.0 75.0 ; 84 f�.825 4 9 - 52.0 62.0 65.0 75.0 65.0 75.0 620 520 65.0 75.0 84 58 5 8 - 620 62.0 65.0 75.0 65.0 75.0 520 52.0 65.0 75.0 84 33 5 9 - - 620 52.0 65.0 75.0 65.0 1 76.0 1 520 620 65.0 75.0 PRUD11C7'RBif� Bundftr6�porbAtboPAa CCaoiion ` /,/ D�o SILL RISER - oPTIONAt \\: %�' Sr 1 D APPLIED VITH SILICONE /� SII 1 FUR DP AMM+7U PSF t` 08U DP NAX.) .may �,� �.•• 1 •'• 0�,° • * .• °j 4 0 b••. ° 4v�� o + 1.) SEE SKEET O FOR GLAZING TYPES. DNTAU & SILICONE OPTIONS 0.) STANDARD SILL USED ON WINDOWS WITH +700 DP AND BLOW (WIDOWS WITH GLASS TYPES A. LL C. & D") 0.) SILL WITH RDN;It ADAPTER ARE FOR WINDOW$ ABOVE +T0.0 DP (WINDOWS WITH CLASS TYPES 'E. & P') AND +000 DP MAX. ADDITIONAL ANCHORS REQUIRED AT PRAMS BRAD & SIJ. ON WINDOWS WITH DP ABOVE 70A. (M ELEVATION AT SHEET S OF 10) Q W940M WITH CLASS TYPES A. C. OR 0' INSTALLED ABOVE SOFT. IN THE HVIM THE LO. EXTERIOR LITH SHALL BE TEMPERED. �\ •.��• �� WTIA= PVD Xr r ALUMINUM MILLION 0 18 X 3/4' S.BS. SEE aAM. I A 1A15 IDR FLAT NERD. PHILLIPS. IXAdXlMt TYPE, 92E AMO iNX. � Lte#90R AT SHM. 0 WPM U.dSTATKRIB.FOR T:3SFOR QUgNTIT4r (mm 0.078' AOL TMB 0 pvs or •owaKr I @ Pvs Sr ixvm r 00 WDWW8 WITH MASS TYPES 'A. 4 OM Ir D$TALLEO ROVE MIT. IN THE MMR. THE MA EttmMA Lire SMALL DE TEMPERM = MADE ` --may FRAME :TER CAULKING ECMOR 2A_ME MlRM DkRAn- MOTE: THE LOWER PRESSURES OF THE WOID6W OR 1AX,L SHALL GMERM 4' MAX p 12 11.0.9. X 1. 1/4' L SHIM om M3fl m" AT swu p WOR — RDq MAX FASTMER R *MM L- now MTtAM NOIR: EXTERIOR t' ALL STEM AAUAL TOBEP 0 ON PLATED. 2. METAL STRUCTURES: A) STEEL : FY . 38 K9 MIM. ('STEEL 18 OA AM TISK - 0.018') 8) AUAlQM : 8083-75 KW. (ACRAL 0.078" ho. THICM) METAL ST WMMR AITAM MEpT DET n. ago r$� i6 C F HATERULS PART / VORB. DESCRIPTION B81TAR6B 1 L-7703 1 FRAME MAD 6063-T6 ALUMINUM 8 L -87M I FRAME SILL 6063-16 ALUMINUM 3 L-7701 1 FRAME FXO. JAMB 6063-T6 ALUMENIM 4 L47D4 1 FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM S L-7705 1 VENT MEETING RAR 6063-T6 ALUNVID4 6 L -77D7 I VENT TOP/BOTTOM RAIL 600-T6 ALUMINUM 7 L-8703 I FRAM VENT JAMB 6063-T6 ALUMINUM B L-7706 I VENT JAMB LATCH RAIL 6063-T6 ALUMNA 9 L-8788 1 FRAME SILL TRACK 6=-T5 ALUMINUM 10 L-8705 1 FRAME SILL RETAINING CLIP 6063-T5 ALIMINUM 11 L-7708 AS RE05L &AZING BEAD t 3/8' ) 6063-79 ALUMINUM I8 FS -m AS M9'0 I FRAM ASSEMBLY SCREWS 08 K 3/4- P.H. PHILLIPS 13 F9-040 AS REDD. INSTALLATION SCREWS 014 SMS FMAWIL. 14 L-7531 AS RE('0 VINYL BU.D V4' DIA, DIAD 83033 15 PVS-003 AS RE0% FIN SEA. WEATHERSTRIP .187' • x ZW h 16 PWS -0115 AS RE0'D. FIN SEAT. WEATHERSTRIP J87' ■ x JW h 17 PWS -009 AS RED'D. FIN SEAL WEATHERSTRIP J871 v x .310' h 18 L-7711 AS REWS GLAZING BEAD t DOM ATED) 6063-75 ALUMINUM 19 PWS -UNI AS REWD, PILE R &MING BEAD ae7- ■ x .ISO' h 80 L-8706 AS REWD. SILL RISER ADAPTER 6063-T5 AUK- OPTIONAL MM L-7539 8 VENT EXTRUDED SFONIXM LATCH 6063-T9 ALMMINIDM 88 M -097-I E VENT MOLVED SPRING LATCH MOLDED NYLON 23 L -75B3 1 x LATCH LATCH SPRING STAINLESS STEEL 84 ■ 8 SILL/JAMB JOINT GASKET 1/16' CLOSED CELL FOAM 85 FS -041 8 SELL RAIL ASSEMBLY SCREW 08 X 8 114' PJLAn4tL 86J MMC -044-1 8 WEEP FLIP d BAFFLE ■ 86.8 NC- I X WEEP I OPEN CELL FOAM PMD t/8' X t/8' X L. t- 87 87 HC -040-1 D I SASH ROLLER 6 HOUSING ■ 88 HC -m-1 I SCREEN FRAME d MESH ■ e9 ■ 1 ATTACHMENT SCREW 8 CLIP OB X SIB• SA.S. 30 IMC -058-1 8 VENT SWEEP LATCH M ULDED MYLM1 31 MK: -059-1 8 VENT SWEEP LATCH DIE CAST META. 38 L-8830 X Anchor FRAM SILL ANCHOR CLIP 6D63 -T3 ALUMOAOM 33 ■ 8 LAMINATED GLASS See Daus B LM. of ■Met 9 34 ■ AS REQS GLAZING SILIFJNIE Sae Dot0o 8 LX of eMet 9 35 OPTIONAL AS PEO D COLONIAL FALSE MUNTIN ALUMINUM 36 SM -8904 AS Wrl JOINT SEALANT ■ 37 ■ AS FMM I PERIMETER ACRYLIC CAULK DSI POLYSFJIMSEA. ago r$� i6 C M m NIIAMI-DADS COUNTY ffem PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Sbut, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE MOAN vvwwtmtamldaae eovrp�ira! Lawson Industries, Inc. 8501 NW 90 Street Medby, FL 33166 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 staled below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in ares 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 seri6R u andereen est tl-ft�sea�pl�with__ the Florida Building Code, includin gh Velocity Hurricane Zone. D ON: Clipped Extruded Aluminum Tube Mullion w/ and w/o Steel Reinforcement — APPRO DOCUMENT: Drawing No. LA - ubeMullions" Sheets I through 10 0 , revision A dated 01/25/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E., bearing the Miommi-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 logo, city, state, model/series, and following statement "Miami-Dade County Product Control Approved", 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 and renews NOA 010-0610.02 and consists of this page I 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 Na 12-012707 Expiration Rate: May 30, 2017 �q�j� pproval Date: March 29, 2012 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE; EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. LAW -ML -1001, titled "Aluminum Tube Mullions" Sheets 1 through 10 of 10, dated 04/27/10 with revision A dated 01/25/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 along with marked -up drawings and installation diagram of 120" span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1714, dated 8/27/02, signed and sealed by Rafael E. Droz-Sella, P.E. (Submitted under NOA# 03-0225.07) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of 120" span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1716, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA# 03-0225.07) 3. Tensile Test report on 0.10" thick wall aluminum tube mullion, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-T071, dated 09/16/02, tested per ASTM E8, signed and sealed by Rafael E. Droz-Seda, P.E. (Submidfed under NOA# 03-0225.07) 4. Test report on: 1) Uniform Static Air Pressure Test:, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of two aluminum horizontal sliding windows mulled at top with a 90" span mullion and a 45" high fixed window on trap, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F11-1383, dated 2/13/96, signed and sealed by Gilbert Diamond, P.E. (Submitted under NOA# 02-0501.05) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1718, dated 8/27/02, signed and sealed by Rafael E. Droz Seda, P.E. (Submitted under NOA# 03-0225.06) . A —tot: K A 4 A 9 JOA41.a_ Manu Per Product Control . NOA No. 12-0127.07 Expiration Date: May 30, 2017 Approval Date: Mareh 29, 2012 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNTumn) 6. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 along with marked up drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc.; Test ReportNo. HETI-02-1717, dated 8/27/02, signed and sealed by Rafael E. Droz-Sella, P.E. (Submitted under NOA# 03-0225.06) 7. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 along with marked -up drawings and installation diagram of an aluminum sliding glass door, premed by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1376, dated 1/31/96, signed and sealed by Gilbert Diamond, P.E. (Submitted under NOW 03-0225.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 05/17/10 and updated on 01/25/12, prepared, signed and sealed by Thomas J. Sotos, P.E. 2. Glazing complies with ASTM El 300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS I. Statement letter of conformance, complying with FBC 2010, dated January 25, 2012, signed and sealed by Thomas J. Sotos, P.E. 2. Statbment letter of no financial interest, dated May 20, 2010, signed and sealed by Thomas J. Sotos, P.E. G. OTHERS 1. Notice of Acceptance No. 10-0610.02, issued to Lawson industries, Inc. for their Clipped Aluminum Tube Mullion w/ and w/o Steel Reinforcement =- L.M.I., approved on 10/06/10 and expiring on 05/30/12. --F 14 ON 42VC;ALWt Mansel P^IP.E. Prodact Control finer NOA No. 12-4127.07 Expiration Date: May 30; 2017 Approval Date: March 29, 2012 E-2 ANCHOR/CLIP ANCHOR/CLIP GLAZING FII PRODUCT $ _ ANCHOR/CLIP HORIZONTAL MULLION GLAZING RODUCYA tP + N TR VERTICAL VERTICAL B MULLION �— MULLION GLAZING GLAZING GLAZING GLAZING PRODUCT PRODUCT PRODUCT $1 PRODUCT WIDTH (W) = W1 + W2 + 13 2 ANCHOR/CLIP r -HORIZONTAL MULLION GLAZING I GLAZING PRODUCT PRODUCT VERTI MULLION WIDTH (W) = W1 Z W2 WIDTH (W) WI 2 W2 TYPICAL MULLION ARRANGEA,._ENTT THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON'S MIAMI—GOOF COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS. MULLION _RECTANGULAR ALUMINUM TUBE MUL IONS USING MULLION - PROPERTIES ONLY GENERAL NOTES: 1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING + N HIGH VELOCITY HURRICANE ZONE (HVHZ). 3 2. ALL GLAZING PRODUCTS USED WITH THESE MULUONS MUST MEET THE APPLICABLE FLORIDA MM CODE REQUIREMENTS LE: WIND LOW. WATER INFILTRATION. FORM ENTRY RESISTANCE, SAFEGUARDS ETC. n 3. MULLIONS ARE APPROVED FOR IMPACT.AND NON—IMPACT APPLICATIONS, INCLUDING WINDOWS. DOORS OR COMBINATIONS MAY BE MULLED. .i 4. HOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE 0 S. ANWORS SHAD. BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMEDM NT TO BASE MATERIAL SHALL BE BEYOND WALT. DRESSING OR SWORD. 6. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DUALS ARE NOT PART OF THIS APPROVAL 7. A LOAD DURATION INCREASE IN ALIMME STRESS IS USED N OEM OF W000 ANCHORS ONLY. & MATERIALS INCWD@Ki BUT NOT LIMITED TO STEEL OR METAL SCREWS, THAT COME INTO CONTACT WITH OTHER OISSIM¢AR MATERIALS SHALL MEET THE RIAUIREMDM OF THE 2010 FLORIDA BLOC. CODE — SECTION 2W3.B.4. MULLION & CLIP NOTES: 1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET 2 OF 10 FOR DETAILS AND NOTES. + REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET 4 OF 10 FOR DETAILS AND NOTES. * REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS 3. FOR CUP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS 6. 7. 8. & 8 OF 10 FOR DETAILS AND NOTES. + N REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS U 3 v III in. v .i6 2X MULLION CLIP 8083 -TB 1X MULLION CLIP so83-.T6 �s s 1' .L. AroTCN ovTooNaL -3115 MIX ANGLE CLIP 8063 -TB zxaLmnm sro. ruBEWOODW FRAME 2 X 6 sm. TueE 91lI1.Ll4d _gam SUMM TUSIAM SHAPES --TV. WALL a .12r ALL ALLOY - 8083 -TB TYPICAL GLAZING MI XT MULL 1 X 2 1 X 4 2 X 4 2 X 6 1. ALL CLIPS AND SNUG INTO TUBE 1 2. WHERE ANGLES INTO TUBE MULLIO? ANCHOR DETAIL AT W 4MO I 311E L7J8 I -0Bi .IES 306E ars 8.600 4T.� $.OBE 11.000 •1 ,� L000 ash ,� L0� .T58 A78 IT _ices L18B t.�E L1S8 LOBB 1x4 1 x 3 tX3 .1X2 1x2 CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION CU570M MULLION CUSTOM MULLION 6083-T6 60&% -TB 8083 -TO 6063-10 8063 -TB Ixx: 2.070 Ino Ixx: 1.000 In° Oat: 0.950 ink btx: 0.370 In! Ixx: 0.330 ire Sxx 1.035 Ina Sxx: 0.667 Ind Sxx: 0.633 0 Sxx: 0.370 In. Sxx: 0.330 in! (FN FWAMO (FIMM FR -n (FIN FRA -1 (_mm F>o 11.000 L800 3118 304 LOGO J115 2,000 1006 .1� 7 4.000 6.00 3000 3115 EA00 4.�0 1 x 4 1 x 3 1 x 2 STD [ULE MULLION SID. TUBE MULLION STC. TUBE MULLION 2 X Bsow-T6 6083 -To �-To L2=X 4 bat: 2.070 ink but: 0.950 In` Ixx: 0.330 Ire STD. TUB M ION S� Sxx: 1.035 irT� Sxx 0.63 330 Ind �b-TB 8083 -TB BOi1d�gOx1• - bat•. 8.280 In! bat•. 2.980 In! Sxx: 2.760 In! Sxx: 1.490 ink � USING MULLION PROPERTIES ONLY THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL IAWSON'S MIAMI -DARE COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS. NOTES: 1. REFER TO THE GENERAL NOTES ON SHEET 1 OF 10 FOR BUILDING CODE COMPLIANCE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION ARRANGEMENTS OR STACK CONFIGURATIONS. 118E CKVVS AND OW -M AS FOLLOWS. 1.688' 2 6N' STEP 1 OETERM88 OhSA{A1 LOAD REDUOlED FOR PASIMAM OPENMO. 3.699' STEP 2 � WAZAO PRo07R:i8 MMM ABOVE ICAO 3 STEP 3 TO MULLION AS PER t�AOWgT APPROM- S.b98• SlEp SPEODII mmum %w SPMOMD. "+LES ARE TO FR STEP 5i>ESCIWd RATI i MOE3TN�ANMSam MULUM On DESI LOAD WECWM LIONS. M STEP T ASOM E NOT FR SNUB SEE OPTIONAL LOW AMM TWM ON $NIiET 8 T = 9 AND AMW CHARTS .STEP ON SHM 9. SELECT AMMM TTPE 07TH 41 i RATM IEET 9 OF 10. Motes THAN THE DELI LOADS SPVMM IN STEP 1 ABWE. USING MULLION PROPERTIES ONLY THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL IAWSON'S MIAMI -DARE COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS. NOTES: 1. REFER TO THE GENERAL NOTES ON SHEET 1 OF 10 FOR BUILDING CODE COMPLIANCE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION ARRANGEMENTS OR STACK CONFIGURATIONS. 38.38" 87^ or 744W 84" In. ar 944" 180" 28.3 40.7 85.7 71 HIM 37.7 82.1 1193 1880 11 283 81.5 89.7 1500 3 5 48.3 71.0 1580 3 18.8 41.1 58.1 143.8 31 98.2 - 35.2 A.7 123,2 $0.5 44.3 107.8 41 27.4 39A 95.8 6 24.8 35.5 88.3 0 22.4 32.3 78A 81 20.5 29.8 71.8 z 1�" 28.5 57.7 53.9 MCI 9I 19.9 43.3 82 150.0 21 15.9 34.8 49 138.3 28.8 49.5 913.5 a 34.7 38.8 4 4s A 3.1 852 8 192 27.7 .7 84 17.3 24.8 881 Ba 15.7 22.7 82.0 98 8 55.8 74 192 MULUON �LTYPICAL MULLION ARRANGEMENTS ARCKES M BE NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED #� VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) WIDTH (W) = Wt a W2 2 In. ar 944" 180" Mao CVs HIM aa��o aa�a� aaa�ra� aaa�■ aaa�im aaaa�� aaaa� aaa�� aaa�� aaa■a aaaam a�aaam aaaa aaaa� aaa� aaa�� aaa�� aaaa�i aaaa■� aaaa aaaa �aaa� Mao CVs 2X MULLION CLIP 8063-T8 1X MULLION CLIP 8163-T6 SEE WINO r OR DOOR APPROlft FOR FASTENEIG SDS AND SPACOW CLIP LENGTH muu W 1 X 2 1.688• I X 3 2.688• 1 X 4 3.688• 2 X 4 3688• 2 X 61 5.688• 1. ALL CLIPS AND ANGLES ARE TO FIT SNUG INTO TUBE MULLIONS. &2 WHERE ANGLES ARE NOT FIT SNUG D�TO TUBE MULLIONS. SEE OPTKINAL ANCHOR DETAIL AT SHEEP 9 OF 10. 1X4 8083-T6 Lxx: 4.709 int Sxx: 2.355 In! (FLAMM FRAME) 2x6 STD. TUBE MULLION 6083-78 Ixx:19.648 in4 Sxx: 8.549 inS AN 1 X 4 I__Lm__ 1 STD. TUBE MULLION 1 X 3 8003-T6 CUSTOM MULLON ecW-T8 8065-T8 Ixx: 4.709 Ir4 BIx: 2.168IA� Sxx: 2.3% Ina Sxx: 1.445 IW Ixx: 2.168 In! (FLANIM FRAME) 2 X 4 ,,S. TUBE MU1110N 6063 -TB Ixx: 7.649 in! Sxx: 3.825 in! INSTRUCTIONS: USE CHARM AND OWNS AS FCUJOW . STEP I, DETERM MOM LOAD KOUIRED FOR PARTICULAR OPENINO. STEP 2 mAZD14 Wi0DYCm mum ABOVE Lm STEP 3USE COMNWFW TO MWLION AS PER PR== APPROVAL STEP 4 SPWFY YAXMRAI " VACMM US" CHARM ON SHM, 6 OF 10 SEIF.Cf MIA.LOM SIZE STEP 5 Ram 085ON ROM MORE THAN DESON LOAD sPEdFTED W STEP 1 ABOVE. UIRMS ANCHOR 1VM ON MW STEP B MW 9 SOW Tve WOH N IHW 9 AND ANCHOR CHARM MORE THAN TBE OEM IAAB$ SPEWED N STEP 1 AWW AM a"d I X 3 I__Lm__ 1 STD, TUBE MULLION i X 3 ecW-T8 CUSTOM MULLION 1063 -TB Ixx: 2.168 In! bac: 2.218 Sxx: 1.445 In! Sxx: 1.479 in3 (Fm FPEi PROMICTIRINVIOD rmf6 NO RECTANGULAR ALUMINUM T BE MULLIONS' USING MULLION PROPERTIES ONLY THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT d,00a0 AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE , y COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS. NOTES: S F 1. REFER 70 THE GENERAL NOTES ON SHEET °•.• W 1 OF 10 FOR BUILDING CODE COMPLIANCE. p 2. MULLIONS ON MAY Y. BE ORIENTED VERTICALLY OR 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION ARRANGEMENTS OR STACK CONFIGURATIONS. STEEL REINFORCED TUBE MULLIONS 01111. REINFORCED TUBE MULU N MUHL REINFORCED TUBE M LION Width w NIULLSPAN 1X3 1X4 2X4 2X8 Width w AAULLSPAN 1X3 1X4 2X4 2X8 WIdth w MULLSPAN 1X3 1X4 2X4 2X8 a 1 150.0 150.0 1 150.0 150.0 18 150.0 150.0 150.0 150.0' -18 1 44.0 951 150.0 1 150.0 g 160.0 150.0 1 180.0 160.0 24 139.5 150.0 150.0 150.0 24 33.0 71's 118.8 150.0 30 160.0 50.0 1 180.0 160.0 30 111.6 180.0 160.0 160.0 30 26.4 67.4 93.2 180.0 38 150.0 150.0 150.0 160.0 38 93.0 180.0 150.0 180.0 38 22.0 47.8 77.7 160,0 9 42 150.0 80.0 150.0 150.0 42 79.7 150.0 150.0 150.0 42 IS's 41.0 88.6 150.0 ib 48 38-318" 50.0 150.0 150.0 180.0 48 74-114" 69.7 150.0 150.0 160.0 48 120' 8.6 35.9 5813 149.7 64 150.0 50. 160.0 160.0 64 .0 1 .8 160.0 180.0 64 31.8 51.8 133.1 50.0 180.0 980.0 80.0 56.8 1 .2 160.0 180.0 25.7 48. 188 .. 88 150.0 160.0 150.0 50.0 Be 50.7 110.1 16010 1 68 281 42.4 108.9 z e 72 150.0 180.0 180.0 150.0 72 48.5 101.0 160.0 180.0 72 g 39, gg,g g O 150.0 150.0 984.4 180.0 42.9 932 180.0 160.0 78 - 22.1 35.9 82.1 Sd 1 180.0 180. 80.0 150.0 18 28,4 180.0 150.0 150.0 18 33.1 71.9 118.8 150.0 24 150.0 160.0 150.0 150.0 24 96,3 150.0 160.0 160.0 24 24.8 53.9 87.8 160.0 1 30 60.0 15010 150.0 50.0 30 77.1 160.0 150.0 150.0 30 10.9 43.1 70.1 160.0 38 150.0 150.0 160.0 150.0 36 64.2 139,8 160,0 160.0 36 1816 35.9 58.4 150.0 150.0 160.0 150.0 150.0 42 66.0 119.5 160.0 180.0 42 30. .0 128.5 48 �4�" 150.0 50.0 180.0 150.0 48 84- 48.2 104.8 150,0 160.0 48 132" 27 0 43.8 112.6 :C a 64 150.0 150.0 150.0 180.0 64 42.8 93.0 150.0 160.0 64 24,0 38.9 100.0so "111 1500 160.0 150.0 160.0 80 30.5 83.7 135.9 150.0 80 21.8 36,0 00.0 o 88 147.7 160.0 150.0 150.0 88 35.0 76.1 123.6 180.0 88 19.6 31.8 81.8 72 135.3 180.0 150.0 150.0 72 32,1 69.7 113.3 160.0 72 - 18.0 .2 75.0 r,p� 78 124.0 160.0 150.0 150.0 78 20.8 64A 104,8 .160.0 78 - 16.6 26.8 00,2: V 18 160.0 160.0 150.0 150.0 18 88.0' 160.0 150.0 180.0 18 25.6 66.4 89.9 160.0 24 ISO'o 150.0 150.0 150.0 24 84.5 40,1 160,0 1 0. 24 .1 41.5 67.6 180.0 30 150,0 160.0 150.0 150.0 30 61.8 112.1 150.0 150.0 30 15.3 .2 54.0 138.8 38 160.0 160.0 150.0 150.0 36 43,0 03.4 160.0 180.0 27.7 5.0 115.5 150.0 150.0 150.0 160,0 42 36.8 80.1 130,1 160.0 23.7 .5 08.0 48 87- 150.0 180.0 180.0 150.0 46 98" 32.3 70.1 113.6 160.0 48 144" 20.8 33.7 80.8 64 137.0 150.0 150.0 160.0 64 28,7 82.3 101'.2 150.0 64 18.5 30.0 77.0 so 123.3 150.0 150.0 150.0 80 28.8 66.1 91.1 180.0 16.6 88.3 112.1 160.0 160.0 160.0 88 23.8 61.0 82.8 150.0 15.1 4.5 83.0 72 102.8 980.0 150.0 150.0 72 21.5 48.7 78.8 150.0 72 - - 22.8 67.8 7 .0 0. .9 78 - - .3 18 160.0 160.0 150.0 180.0 18 80.4 131.2 160.0 18 .0 18 22.8 48.0 79.8 150.0 1 .0 150.0 160.0 160.0 45.3 98.4 180.0 11 18.9 38.7 59.7 150.0 30 150.0 160.0 150.0 150.0 30 38.3 78,7 127.9 160.0 0 29.4 47 122.6 38 160.0 180.0 150.0 150.4 36 302 86,8 108.6 180.0 36 24.5 39.8 102.2 42 130.5 160.0 150.0 ISO &- 42 25.9 66,2 91.4 160.0 42 21.0 34.1 87.8 48 63" 114.2 150.0 150.0 180,0 48 108" 22.7 40.2 79.9 180.0 1 48 160" 18.4 20.854 78.8 101.5 160.0 50.0 160.0 20.1 43.7 71.1 180.0 16.3 28.5 08.1 91.3 180.0 150.0 150.0 18.1 38.4 B4 0 180 0 23.9 61.3 BB 83,0 150.0 160.0 150.0 88 16.5 35.8 68.1 147.0 88 21.7 72 78.1 142.4 150).0 180.0 72 15.1 32.8 63.3 134.8 72 19.9 61.1 8 70.2 131.4 150-1 150.0 8 30,3 49.2 124.4 18.4 47.2 Irorozom muum H bye vER1Cat r"I-II-ILU ION ARR G MENTS�oosOARIUJOR ARCHES m BE ~. pp U.S RECCA SHAPE •OCLAM CLAM PROWXT PR 0�MULLIONS RATED IN THESE CHARTS MAY 8E ORIENTED PRODUCrRBVOT® ctazmc VERTICALLY OR HORIZONTALLY. ava®rylugw118�Fda rt (INTERPOLATION BETWEEN WIDTHS ALLOWED)W1 PANAN WIDTH (W) = W1 2 wit 8 A 6/18, TAPCONs MAT. WOOD PENETRAWN 8/te' tu+s s MIN. EDGE DIST. 2-3/16" CONCRETE OR i i 11 CLP (t ON &CH WBid) 1-1/a" Mme. WOODtP� 4• dLLGWXK8/18' t am P• 1 1 It tx FIOn11016 CW tXPCOl6 55i 1-3/4" AM 3/4'a Pva FSA OlTO MASMWt' 1-3/4" lei. EBBED WTO MASOPM cw+ aar8» oNIN (a a �► aOttE 'v. '•,•: .. ,�• �.' rte a•• 11 i rA i sslurrwcm ANCHORS TYPE 'D' (INTO BLOCK 1 •'• 1' I - 11r lON WooD' rroN ' 1 1 1 1 ANCHORS TYPE 'G' (INTO CONCRETE) ;�v a.% a x t 4 ANCHORS THRU IX BUCK INTO CONCRETE OR BLOCK 2 7/16" e 1 1 1 1 1 7'x4` & 2X4" MULL a er Ir tx FLOAT= CLIPi i � MIN. t er i -i - 4 i i MIN.EDGE DIST. 6d 9 wow&iCit 1 1 i i 11 k1 ^_..•-----'^^'- t am P• 1 1 It tx FIOn11016 CW 55i sslurrwcm ANCHORS TYPE 'D' (INTO BLOCK I - 11r lON WooD' rroN ANCHORS TYPE 'G' (INTO CONCRETE) ALL CLIPS AND ANGLES TO FIT SNUG 4 ANCHORS THRU IX BUCK INTO CONCRETE OR BLOCK e iv 1 INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. 7'x4` & 2X4" MULL o . 4 MIN.EDGE DIST. + 1 2-3/16" CONCRETE OR 4" HOLLOW BL K 8/ter TAS S/te• TAnOJffl a B 1 I a O a x 1 I- 3 4" MDL EMOM ONTO MASOIFRY1_3/4^ a PER CUP (1 ON EACH Wuxi) MOL I PER ANDLE S WOOD am 1 1 ALIxA 1 : •S; t �a .,,• 1 /'. t M , ALL CUPS AND ARLES TO FIT SNUG INTO TUBE MULLIONS. .. • • . o . TAPCONS MAY BE HEX OR FLAT HEAD. 1 ANCHORS TYPE 'A' 2 ANCHORS INTO WOOD I 1 1 terzx2xt 1 1/4" MIN. 1-1/2" UN. WOOD PENETRFJ= EQ9. DST. 4 PER MP (z ON ECH WING)ECH Wum) 012 WOOD FlT— ANCHORS TYPE 'B' 4 ANCHORS INTO WOOD !SLhyd_ 5/16"TAPOM 1-1/2" MIN. wowPDMTPATM a PER At \ 1 I I i 1 I 1 1 ANCHORS TYPE 'C' (INTO 8LOCK)� �'; ':`•,r; %''_ .t' : ns ANCHORS TYPE 'F' (INTO CONCRETE] •+ ' �'• 2 ANCHORS THRU IX BUCK INTO CONCRETE OR BLOCK I ., ass.' CUP IN. EDGE DIST. 51tr TAPCONS 16' CONCRETE OR 1-3/4- MOL F2e9ED 600 MASONRY HOLLOW 2 PER kW tflJON EACH WINO spe- TAPCOW 4 1-3/4* MOL EMBED, INTO MASWW MIIN- I PER AMME V IFIN CLIP v. ANCHORS TYPE V (INTO BLOCK ANCHORS TYPE -F- (INTO CONCRETE 2 ANCHORS INTO CONCRETE OR CEMENT BLOCK ALTERNATE ANCHOR LOCATION Mu 1-3/4' 2 PA12 WC1 1-3/4* MIM. DAM MIN. EDGE DIST. 2-3/1e CONCRETE OR 4- LLOW XX 9116" %PC" 5116" TAPCOW 1-3/4'EMBEC, 3/4' 1-3/4• NOL EMBED KW IV40M I- MOL EMBED tNTO mAsmw 4 PER CLIP (2 ON cc" gm) 2 PER ANOLE Wx It EF CONCRETE on CEMENT BLOCK 11 1 1' 2 X 2 X 1/8' r I I ALM ANME 2 FLOATSM 11 j L 4 31/4 -L4-L MOL MULL ANCHORS TYPE V (INTO BLOCK ANCHORS TYPE W (INTO CONCRETE 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK 170" & 2"W MULL MULL rilliv-,mm CLAP ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. CONCRETE OR 1=1 Caim BLOCK r I I 1-3/4'EMBEC, Cto, (a I 4 plr ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. CONCRETE OR 1=1 Caim BLOCK r I I MIN. EDGE DIST. /16" CONCRETE OR 2" "'_� oz 4 r�alN. 5 11/18' ANCHORS TYPE 'E' (INTO BLOCK) _ _ ANCHORS TYPE 'H' (INTO CONCRETE) CUPS OR ANGLES CONNECTED DR2ECTLY TO MASONRY TO SE PROTECTED INT° CONCRETE 5u ANCHORS WTO CONCRETE w BLOCK WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR 2-W MULL SHOV9N 2"X8' MULL Smm I WATER-WWTE METKACRYLATE LACQUER. R/IW TAPCONR 1-3/4' WN. FYRM WTO WSW 4 PFR CLIP (2 ON EACH WXO) CLIP LEI MULL 2xa 2 X b NULL S/18' TMCONS 1-3/4' MaL FMRED W 4 PER CUP (t ON ERC MULL tom`, --------__- MW. EDGE DIST. 2-3/16" CONCRETE OR Q z O 6 W Z MIN. EDGE DIST. 2-3/1W CONCRETE OR 4• HO LOW BL 2 —7/16° i apo- VRCMB J-3///4• MX EMSED WTD MASONRY 3-3/4• 4 TOM l2 04 EACH U4 MIN. 1 � I RIM. I Zea 4r 2" WA axaxla• ------------- p L� CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI—RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER—WHITE METHAOR1ftATE LAC/UR. LOCATION OF SCREWS CONNECTING ANGLES TO TUBES WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS, 16• TAPCQNS 1-3/4' ON. TO AI .E ' 4 P♦'A1 AM �t.: .,et.•, �• 2.112 X 1 4. • � . • �l A== MIN. EDGE DIST. /16• CONCRETE OR HOLLOW 2iT �Fllffl Ef fl fl 1 3/a' OPTIONAL ANCHOR DETAIL ISN. ANCHOR$ INTO CONCRETE OR CEMENT BLOCK CLIP LENGTH ism W I X 2 1.688' I X 3 2.6W I X 4 3688• 2 X 4 3688' 2 X 6 1 5.688' 1. ALL CUPS AND ANGLES ARE TO FIT SNUO INTO TUBE MULLIONS. 2. WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS. SEE OPTIONAL ANCHOR DETAIL AT SHEET 9 OF 10. i' [TUBE ULUO %12 F If 1/B• TI= Al OUWI 1. LeNwH 1Y1 FIT liW76 i WTD MIA.LxW , jr., MUUmN ANCHORS TYPE 'I' METAL TO METAL CONNECTION USE CHARTS FOR ANCHOR TYPE Y' TO VERIFY CAPACITY OF CONNECTION PRODUCTF ALL CUPS AND ANGLES TO FIT SNUG1 INTO TUBE MUL ION& D TAPCONS MAY BE HEX OR FLAT HEAD. 6 'Bre er1I M9Wn A VAM ;< N4 va va Ek sk I cm I 0611¢ V&. va 81e Ilk I 8k I rwF om Ogm M6. 15D 1W 186 160 18D 950 160 190 m 18 91 1W im 1W IV 150 1W 1W 15D 18 W 112 129 1W 9W 141 1W 1W 1W 94 192 1W 1W 1W 7W 180 9f0 Im 1W 24 W 131 1W 1W 190 'W 1W 1W 9W 24 42 84 07 148 1W 193 1W 180 118 m W 109 1W 980 7W 190 160 iW 180 1W 30 64 'I08 126 1W _19- 10 1W 1W 1W W 34 07 77 118 9W W 13D 180 03 W BB 1W 1W 180 1W 1b0 1W 15D 1W 98 B9 104 1W 1W m 180 tW 128 W 28 65 W t17 128 72 108 144 77 S 42 75 1W 1W 1W 180 'W 1W 1W 42 W 78 W 134 1W = 1W 1W 1W 42 24 46 65 83 111 W 93 124 85 49 84 3B= 88 60 19Z 197 1W 139 1W 1W 1W '18D Iw 1W 1W 1W 46 7414 34 W 78 118 1W 97 192 160 93 W 21 42 46 m w 54 61 1oB 59 all � W W 199 121 1W 1W W IN 1W 150 1W 1W 1W 146 54 W 39 60 70 105 189 m 117 1w 27 67 63 94 1W m 1W Vo 83 79 W W 18 17 37 34 43 39 85 68 ee 77 49 43 72 85 W 87 81 46 l 66 72 40 44 96 86 110 101 1W 1W 1W 16D 923 113 1W 'gib 1W 1W 132 121 59 72 25 49 87 B8 194 84 98 127 23 45 62 78 104 53 8B m 89 62 N 72 18 14 31 28 3/ 32 63 49 70 88 39 31 68 54 ' 78 72 42 39 W _ O 75 41 91 93 140 98D 104 1W 'W 111 78 21 42 48 72 96 54 81 101 56 78 13 20 30 45 W 33 W ®7 38 to 21 133 1W m iW m 1W 1W m 180 1W W 9W W 180 10 /W 18 20 960 1W 1W W 126 1W 1W m 'W 1W Iw 16D 1W 9 24 81 30 92 77 117 68 180 1322 196 1W 93 1W 148 1W 1W 140 106 a 79 30 36 W 87 1W 133 1W 1W 1W iW 180 1W 'W 950 1W 1W 1W 1W 1W 1W 30 38 49 96 111 1W 1W 13i 980 • 1W 40 W 92 iW 1W 103 1W 1W 132 110 30 W 31 29 69 70 109 149 m 916 1W 64 42 57 114 131 150 1W 147 1W 1W 1W 42 34 69 78 118 1W W 193 1W 04 42 22 81 44 58 W 89 75 117 IM W W 98 66 131 112 70 W 0 son W 9W 118 1W 9W 128 1W 1W 7W 40 84 3o W 69 104 138 77 116 1W 83 48 13'2 18 38 44 60 89 41 74 Be 53 64 44 W 102 1W 1W 114 = 1W 122 54 27 0S 61 W 923 60 103 137 73 54 17 34 39 59 78 44 66 W 47 W 40 W ffi 138 9W 103 1W 1W 110 W 24 48 69 W 111 62 83 124 60 W 15 39 35 W 70 38 69 79 42 W 72 38 33 73 W 83 78 128 115 1W 1W W 0 10 � 15D 150 190 91 88 72 22 44 W 78 101 W W 112 20 40 48 68 82 92 78 103 60 68 88 ?2 14 13 28 26 32 28 48 44 84 59 3S W 54 49 72 Be 39 35 7B 31 61 71 198 141 79 119 150 84 78 18 37 43 84 68 72 8B 81 78 12 24 27 41 54 30 45 61 32 o 18 24 118 89 1W 1W 9W 1W 1 9W 1W 1W 1W 150 1W 18 70 140 16 1W 1W 'W 1W 1W 1W 18 47 94 108 180 1W 120 1W 1W 1N Ra SSt 30 71 142 1W 160 950 ISO SW 15D 1W 1W 1W 24 30 53 198 121 1W iW � 160 1W 42 W 97 148 166 101 IM 15D 146 118 24 30 95 29 70 58 m 68 121 97 1W 129 W 72 136 109 1W 144 9B 77 a,1 W 42 68 91 119 Wt = lie 190 1W 1W 1W 15D 130 1W 160 166 W 1W 139 W 42 38 m 81 121 1W W x� 9W 30 W 60 104 1W 77 116 'W 98 83 96 23 20 47 40 ed 48 81 09 109 82 W 90 1W 64 . 49 54 67 44 38 89 79 102 91 1W 138 180 15D 114 '101 18D 1W 1W 180 fi2 198 54 96 2B 53 61 91 121 83 1W 938 23 47 54 81 90B eD W 1W 72 84 42 49 64 '144 16 18 W 31 40 30 01 54 81 72 M 45 40 78 W 60 103 90 W 88 49 43 N 38 71 82 123 1W 91 IV 1W 67 50 21 42 48 73 W 57 61 I= 58 W 14 29 32 49 66 31 64 72 39 L �I 8/ 32 84 74 111 148 61 'ITB 1W 99 59 19 36 44 68 88 49 74 99 63 BB 13 2B 20 44 W 33 49 68 35 ^� 72 30 W 08 192 198 m 114 9W 81 72 18 W 40 81 91 45 98 90 48 72 12 23 27 40 54 36 48 6D 32 78 27 W 83 84 125 m 140 75 78 1B ffi 37 W 74 42 45 78 11 ?2 37 23 42 w 30 18 107 160 1W 180 1W 9W 15D 1W 1W 18 82 728 149 1W 1W '910 1W 159 1W 19 48 W 109 180 1W 115 1W 1W '123 0 24 BO 1W 150 1W 1W 1W 950 1W 1W 24 47 64 109 1W 1W 1m 1W 1W 128 24 34 07 71 116 1W 97 13D 1W 93 W 84 i2B 148 1W 1W 1W 1W 1W 1W 30 37 78 86 129 9W 89 948 'W 103 W 27 BQ �! W 124 W 104 136 74 38 63 107 123 150 1W 997 1W 1W 147 39 31 e2 72 108 143 80 121 1W 66 39 22 45 52 78 109 61 B7 118 e2 42 48 92 105 1W 1W 1'18 1W 1W 'lig 42 27 '53 81 62 121 68 103 137 79 98 36 44 W 88 74 88 83 49 63 40 W 0? 138 1W 106 1W 1W 110 45 106 21 47 84 81 196 8D W 120 84 48 1W 17 34 W 6B 77 43 85 8P 48 61 38 71 82 12;1 1W 92 131 1W 08 64 21 42 49 72 96 81 W 1W 87 84 18 W 34 gd 89 S9 86 77 41 W 92 04 74 111 147 @ 924 10 86 W M 37 43 88 N 72 8B W BO 13 27 37 47 92 33 9l 89 37 86 28 88 W 101 134 75 118 1W W 88 17 94 39 W 78 44 BB B/ 47 88 12 i!4 42 68 S1 47 W 94 72 27 63 81 92 123 89 103 137 73 72 18 81 38 84 72 4D W W 43 T2 11 22 28 3B ig W 43 88 31 78 W 88 119 63 88 127 86 14 i9 33 W W 3T BB T4 40 7B 10 21 Z4 36 48 2%/ 40 83 28 ANMIDkAW a / 1n4�zoaral. mtquei9 ANCHOR CUP NOTES: k r GLAM c� 1. FOR CUP TYPES AND ANCHOR CONDITIONS REFER ,� 4's " TO SHEETS 8, 7, 8, & 9 FOR DETAILS AND NOTES. 1J " 2. REFER TO CHARTS ABOVE FOR MAX. DESIGN PRESSURE °e°��•.•%tiaJ° S c 3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN •.• dS. POD= PROD= aAz9� mazd4ls THE DESIGN LOADS REQUIRED FOR PARTICULAR OPENING. r:t O a rRoarcT r r'. 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER * z LOCATIONS AT HEAD, SILL OR JAMB ENDS. PRoM=RffvISBD O c"Aoa�aallo 5. INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED. B ��wt�6e°FM1M8 . y� Dale 1 , ( '•.......••' Wt W2 HORIZONYAL MULLIONTYPICAL °004e 04th SPAN Florida Building Code Online 0 Pada.c. SOS Home I Log In 1 User Registration I Hot Topics 1 Submit Surch B�� ®ne, Product Approval Pro�rSJI I(*USER: PublIc User qulat, n Product Approval Menu > Product or Applicatipn Search > Application List > Page 1 of 5 arge i Stats & Fads 1 Publications I FBC Staff i SCIS Ste Map I Links I Search FL # Application Type Code Version Application Status LApprovecd Comments Archived Product Manufacturer Trinity Glass International Address/Phone/Email 4621 192nd Street East Tacoma, WA 98446 (253) 875-7300 rickw@rwbidgconsultants.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category CExterlorDoors Subcategory Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer R Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Lyndon F. Schmidt, P.E. PE -43409 National Accreditation and Management Institute 12/31/2015 Ryan 1. King, P.E. W Validation Checklist - Hardcopy Received FL15255 RO COI Certificate of Independence.Ddf Standard ASTM D1929 ASTM D2843 ASTM D635 ASTM G155 TAS 201, 202, 203 Florida Licensed Professional Engineer or Architect FL15255 RO Eguiv Of Standards.0 Year 1996 1999 2003 2004 1994 hq://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ1Q... 12/13/2013 01 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 02/26/2012 04/13/2012 03/08/2012 04/18/2012 Page 2 of 5 10 0 Page 1/ 2 FL # I Model, Number or Name Description 15255.1 a. Fiberglass Door 6'8 Single Opaque "Impact" Fiberglass Door - Outswing Configuration (X) Limits of Use Installation Instructions Approval for use in HVHZ: Yes FL15255 RO II INST 15255.1.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Press" N/A Evaluation Reports Other: See JKST 15255.1 for Design Pressure Ratings, any FL15255 RO AE Eval 15255.1.pdf additionalidge limitations, installation Instructions and Created by Independent Third Party: Yes 15255.2 b. Fiberglass Door 6'8 Single Opaque "Impact" Fiberglass Door with "Impact" Sidelite or Sidelites - Outswing Continuous Head and Sill Configurations (OX or XO; OXO) Limits of Use Instalhrtlon Instructions Approved for use In HVHZ: Yes FL15255 RO II INST 15255.2.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15255.2 for Design Pressure Ratings, any FLIS255 RO AE EVAL 15255.2.24 additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. 15255.3 c. Fiberglass Door 6'8 Single Opaque "Impact" Fiberglass Door with "Impact" Sidelite or Sidelites - Outswing Configurations (OX or XO; OXO) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLIS25S RO II INST 15255.3.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15255.3 for Design Pressure Ratings, any FL15255 RO AE EVAL 15255.3.pdf additional use limitations, installation Instructions and Created by Independent Third Party: Yes product particulars. 15255.4 d. Fiberglass Door 6'8 Double Opaque "Impact" Fiberglass Door with or without "Impact" Sidelites - Outswing Configurations (XX; OXXO) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FLIS255 RO II INST 15255.4.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15255.4 for Design Pressure Ratings, any FL15255 RO AE EVAL 15255.4.odF additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. 15255.5 e. Fiberglass Door 6'8 Single Glazed "Impact" Fiberglass Door - Outswing Configuration (X) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FLIS255 RO II INST 15255 5.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15255.5 for Design Pressure Ratings, any FL15255 RO AE EVAL 15255.5.odf additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. 15255.6 f. Fiberglass Door 6'8 Single Glazed "Impact" Fiberglass Door with "Impact" Sidelite or Sidelites - Outswing Continuous Head and Sill Configurations (OX or XO; OXO) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15255 RO 11 INST 15255.6.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQ... 12/13/2013. Florida Building Code Online Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15255.6 for Design Pressure Ratings, any FL15255 RO AE EVAL 15255.6.0ddf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. Page 3 of 5 15255.7 g. Fiberglass Door 6'8 Single Glazed "Impact" Fiberglass Door with "Impact" Sidelite or Sidelites - Outswing Configurations (OX or XO; OXO) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FLI5255 RO II INST 15255.7.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other: See INST 15255.7 for Design Pressure Ratings, any FL15255 RO AE EVAL 15255.7.Ddf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. additional use limitations, installation instructions and 15255.8 h. Fiberglass Door 6'8 Double Glazed "Impact" Fiberglass Door with or without Limits of Use Installation Instructions "Impact" Sidelites - Outswing Configurations (XX; OXXO) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FLI5255 RO II INST 15255.8.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15255.8 for Design Pressure Ratings, any FL15255 RO AE EVAL 15255.8.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15255.9 i. Fiberglass Door 6'8 Single Opaque "Non -Impact" Fiberglass Door - Outswing / Inswing Configuration (X) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLI5255 RO II INST 15255.9.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15255.9 for Design Pressure Ratings, any FLI5255 RO AE EVAL 15255.9.1df additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15255.10 j. Fiberglass Door 6'8 Single Opaque "Non -Impact" Fiberglass Door with "Non - Impact" Sidelite or Sidelites - Outswing / Inswing Continuous Head and Sill Configurations (OX or XO; OXO) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLI5255 RO II INST 15255.10.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15255.10 for Design Pressure Ratings, FLI5255 RO AE EVAL 15255.10.pdf any additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. 15255.11 k. Fiberglass Door 6'8 Single Opaque "Non -Impact" Fiberglass Door with "Non - Impact" Sidelite or Sidelites - Outswing / Inswing Configurations (OX or XO; OXO) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FLI5255 RO II INST 15255.11.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 15255.11 for Design Pressure Ratings, FLI5255 RO AE EVAL 15255.11.odf any additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. 15255.12 I. Fiberglass Door 6'8 Double Opaque "Non -Impact" Fiberglass Door with or without "Non -Impact" Sidelites - Outswing / Inswing Configurations (XX; OXXO) Limits of Use Installation Instructions Approved for use In HVHZ: Yes F1,15255 RO II INST 15255.12.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15255.12 for Design Pressure Ratings, FLI5255 RO AE EVAL 15255.12.odf any additional use limitations, installation Instructions and Created by Independent Third Party: Yes product particulars. 15255.13 m. Fiberglass Door 6'8 Single Glazed "Non -Impact" Fiberglass Door with "Non - Impact" Sidelite or Sidelites - Outswing / Inswing Continuous Head and Sill Configurations (OX or X0; OXO) http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgv3yWKJZIQ... 12/13/2013 Florida Building Code Online Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15255 RO II INST 15255.13.odf Approved for use outside HVHZ: Yes Verifled By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other: See INST 15255.13 for Design Pressure Ratings, FL15255 RO AE EVAL 15255.13.odf any additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. Page 4 of 5 15255.14 n. Fiberglass Door 6'8 Single Glazed "Non -Impact" Fiberglass Door with "Non - Impact" Sidellte or Sidelites - Outswing / Inswing Continuous Head and Sill Configurations (OX or XO; OXO) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLIS255 RO II INST 15255.14.0f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure., N/A Evaluation Reports other: See INST 15255.14 for Design Pressure Ratings, FLIS255 RO AE EVAL 15255.14.pdf any additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. 15255.15 o. Fiberglass Door 6'8 Single Glazed "Non -Impact" Fiberglass Door with "Non - Impact" Sidelite or Sidelites - Outswing / Inswing Conflgurations (OX or XO; OXO) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FLIS255 RO 11 INST 15255.15.odf Approved for use outside HVHZ: Yes Verifled By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15255.15 for Design Pressure Ratings, FL15255 RO AE EVAL 15255.15.pdf any additional use limitations, installation Instructions and Created by Independent Third Party: Yes product particulars. 15255.16 p. Fiberglass Door 6'8 Double Glazed "Non -Impact" Fiberglass Door with or without "Non -Impact" Sidelites - Outswing / Inswing Configurations (XX; OXXO) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15255 RO II INST 15255.16.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15255.16 for Design Pressure Ratings, FLIS255 RO AE EVAL 15255.16.pdf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15255.17 q. Fiberglass Door 8'0 Single Opaque "Non -Impact" Fiberglass Door - Outswing / Inswing Configuration (X) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15255 RO 11 INST 15255.17.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15255.17 for Design Pressure Ratings, 171-15255 RO_ AE EVAL 15255.17.odf any additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. 15255.18 r. Fiberglass Door 8'0 Single Opaque "Non -Impact" Fiberglass Door with "Non - Impact" Sidelite or Sidelites - Outswing / Inswing Continuous Head and Sill Configurations (OX or XO; OXO) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15255 RO II INST 15255.18,01' Approved for use outside HVHZ: Yes Verifled By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15255.18 for Design Pressure Ratings, FL15255 RO AE EVAL 15255.18.odf any additional use limitations, Installation instructions and Created by Independent Third Party: Yes product particulars. 15255.19 I s. Fiberglass Door 18'0 Single Opaque "Non -Impact" Fiberglass Door with "Non - Impact" Sidelite or Sidelites - Outswing / Inswing Configurations (OX or XO; OXO) Limits of Use Installation Instructions Approved for use In HVHZ: Yes X15255 RO II INST 15255.19.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15255.19 for Design Pressure Ratings, FL15255 RO AE EVAL 15255.19,odf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. http://Www.floridabuildiniz.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgv3yWKJZIQ... 12/13/2013 Florida Building Code Online Page 5 of 5 15255.20 t. Fiberglass Door 8'0 Double Opaque "Non -Impact" Fiberglass Door with or without "Non -Impact" Sidelites - Outswing / Inswing Configurations (XX; OXXO) Limits of Use Installation Instructions Approved for use In HVHZ: Yes EL15255 RQ II INST 15255.20.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15255.20 for Design Pressure Ratings, FU5255 RO AE EVAL 15255.20,01' any additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. Go to Page = is 0 0 0 Page 1/20 0 Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA(EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement:: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic 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 If they have one. The emacs 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 dldc here . Product Approval Accepts: go M Ed M Cr6clit t :rrri hq://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQ... 12/13/2013 Ar 10 Trinizu" G&W, INT E R A T 1 0 N A L 4621 197M MW E4SF TACOMA, WA 98W • Tf R "IMPACr'DOOR OUTSWING GO—*24NOTES I . ft product has been ftaluated aid Is In comobice vAth ihe 2DIO ftido kWm Cade (FBCI *uckwd mWkamts h:Ojft the WO Veloc"Y Wmtom ZmW WVM. 2. Frodulct anchors ShOU be as ls*d and spaced cis ftm on detals. Anchor effibOdmwt to base motedd shal be beyond woo dmsft or skcco. 3 When used In We 'HWW Ws prodt� WnpOes �M SecHon 1626 of ft Flogda BW&V Code arid does not requtte an knpact resMant co� 4. When used In crew oviside of ft %VHr mqukkg v*W borne deft protecHon ft product comom wfth Secton 14M.12 of ft FBC and does not requke on hpact wMantooveft Us prodtxct:nmls mWe Wvd Tf andbuktdas Wind Zone 4 as ddmd:ln AUM E1996 andSwOon 160.12.4 of Me FOC. W NsWd kaffft constucHon, or4hoft of #me wft shal be ft satm as #tot for Z(bick Mosomy CwdudlmL 6 Ske condlions Vw4 dwAote bom ihe detaft of this &wft rMft Wier &Vnmhg an*,* by a Acensed wome..ill adftd 7 Ttts product me" wata k0raflon mq*mw* forWW lmffixjr 0 PVC STU CAP 0.1(r 0.31" 3S.75"MAX. PANEL WIDTH 4 v N LOCK BLOCK Dvr' rm a rreu OPAIillE D DOOR SION:0.07rMIN.THK. FSERGLASS CORE MATERIAL: POLYURETHANE FOAM SEE DETAIL 1 POLYURETHANE FOAM CORE ........ ..::fI A ..................................................................................................................... .......................................................................................................................... ................. .......................................................................................... ........................................................................................................................ ................................................................................................. AfAtiTlF i `?;:' .• . ...... .................. . . KWIW KNOB.• SIGNATURE SERIES DEADBOLT: SIGNATURE SERIES (980) PVC TOP RAIL PVC BOTTOM RAIL " INTERIOR POLYURETHANE POLYURETHANE FOAM CORE FOAM® FIBERGLASS LVL RAIL YARN 4 � REINFORCEMENT 2 SEEHARCHARTDWARE �� 2 FIBERGLASS ._, SION SEE DETAIL 1 POLYURETHANE FOAM CORE ........ ..::fI A ..................................................................................................................... .......................................................................................................................... ................. .......................................................................................... ........................................................................................................................ ................................................................................................. AfAtiTlF i `?;:' .• . ...... .................. . . KWIW KNOB.• SIGNATURE SERIES DEADBOLT: SIGNATURE SERIES (980) PVC TOP RAIL PVC BOTTOM RAIL " INTERIOR POLYURETHANE FOAM CORE r" DOOR SKIN LVL RAIL 1.�—►{I 1 . 12 SWM N.T.S. arc. err: LFS 2 VERWAL CROSS SECWN DPAW60ML. FL-15255.1 TLo'L i 1-1/,"MIN 1 2 EMB. (IYP.) I 4 4 1 2 3 C " m 4 $Nz 40 3 12 INTERIOR d 8 c � O 3 EXTERIOR 23 M A E %31 HORIZONTAL CROSS SECTION z 1-il4°MIN 3 S W/IXSah-buck 1-1/4°MtN. EMB- (TYP.)L 4 L EftPP.) 0.15' 0.15" C CNK CSINK C < �° 1 2 3 1 2 3 NVTERIOR INTERIOR z Asom 12 40 40 12 ° o _ 2 0 � a 26 EXTERIOR EXTERIOR a 1/18/12 D B 24 18 B D scut N.T.S. E m BY. JK m' E cm err: US 3 1 HORIZONTAL CRO$$ S SE ION 2 HORIZONTAL CROSS SECTION cromm 3 $ FL -15255.1 n aim 3 OF Z 0 E B o A a C X80 L s l40$ 12 12,E EXTERIOR WTEPJOR 40 EXTERIOR INTERIOR 1 2 3 WTERIOR 2 VE CAL CROSS S �CTION 1 VERTICAL CROSS SECTION 4 Rmm w/ix sub- } 4 � EXTERIOR INTERIOR EXTERIOR 12 _ 40 12 ca ,r y T e on a• ° a � od .A ed ° .. O 1/18/12 m 4 VERTICAL CROSS SECflON SORM N.T.S. r3 -'\!&M& CROSS SECTION 4 Obhg .1 Daae of: JK mm 4 o ft kgs➢ -h aT� m QiK ft LFS 3 DROM H.: d FL -15255.1 ro 0 M -�L OF _ ro 2)(BUCK SEE HINGE DETAIL I 0 L SEE MASONRY HINGE OPENIZd. DETAIL 2 BUCKANCHOWNG HINGEJAMA CONCRETE ANCHOR NOTES: 1. Subs"on of equal concrete anchors from a different suppfler may have cffemt edge Mance and center distance requkemenft. 2 Concrete anchorlocaffons at the comers may be acWed to maintain the mh edge distance to rrodarjoints. It concrete anchor locations noted as 7WAX ON CENW must be coyinfed to maintain the min. edge alance to mortar joints additional concrete anchors may be required to enam the MAX. ON CENTER"dirnenslons are not exceeded Concrete anchor table: 61 (TYP-I If.... ... INT .. ........ ......... .......... ... ...................................... ............. ....................... .............. .. .............. .............. TYP. HEAD ....... ..... I . . .. ... ......... ........ ........ ............. .......... ...... . .... . .... . ................. ... ... ......... ............ .... .... ..................... I ............. ............ ..... ............... ..... .......... .. ............... ....... . .. ................. ..... . ... . I ................... �.; nvi I 2-1/r r ELCO I/V 11.1/c 1. r f7w 3/16' 11-1/4 2-5/8" 2-114 MASONRY OPENING TYP. SILL FRAME ANCHORING mmonrycomm=ffon HWGE DEWL I BUCK BUCK j Z 64 2X BUCK M IX BUCK 23 N STRIKE PLATE DETAIL I HINGE DETAIL 2 2X BUCK IX BUCK L By, JK C. W.. L om mm FL— 15255.1 Zr _ffi OF_Z_ 61 (TYP-I BUCK IX BUCK TYP. HEAD AND JAMBS 2X BUCK DOOR FRAME 0 MASONRY OPENING TYP. SILL FRAME ANCHORING mmonrycomm=ffon HWGE DEWL I BUCK BUCK j Z 64 2X BUCK M IX BUCK 23 N STRIKE PLATE DETAIL I HINGE DETAIL 2 2X BUCK IX BUCK L By, JK C. W.. L om mm FL— 15255.1 Zr _ffi OF_Z_ 2.3r 1 a A woos 2 HEAaANaJAMBS Composite PVC Base wl Flb�Iass Wrap 4Sg'--�{ (� 11n1>~ew�a 4.57' s� � 1xeEsltmn 1.27 4 Sb zap ---1 ti a o 0 0 -M 1/18/12 i N.T.S. 9 ara sr SK m ciK ars US s ORMW NO.: FL -15255.1 Btu of MAlER1ALS aa+a rtoH �enla�ue gu A 1X BUCK SG >= 0.55 WOOD s 2x BtK:KSG>=a.55 wood a C D 1/4"MAX. SHIM SPACE 1/f X 2-3/4° PFH ELCO OR BW CONCRETE SCREW - STEEL E MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI CONCRETE it % 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 s LL F 1/4"X3-3/4"PFH IIWCONCRETE SCREW STEEL dd H 1/4 X3-I/4°PFHBWCONCRETE SCREW STEEL o J #9 X 2-1/4" PFH WS STEEL L #B X 21/2° PFH WS STEEL M 3/16" X3-1/4" PFH RW CONCRETE SCREW STEEL P i/4" X 2-3/,f PFH ELCO OR RVI4 CONCRETE SCREW STEEL T JAMB (FINGER -JOINT PINE - x 0.42) SG WOOD 2 JAMB PVC 3 JAMB RBERGLASS/GOMP $ #6 X 1-114 PFH DRYWALL SCREW STEEL 12 WEATHER STRIP QEBD650 4LON r' 18 3.983 X 4.0° HINGE MIN 0.098 THICK STEEL 19 SILLKEY PC/ASA 22 DEADBOLT STRIKE PLATE STEEL 23 24 STRIKE PLATE #9 X 5/8 PFH WS STEEL STEEL I 25 OUTSWING HIGH -DAM THRESHOLD ALUMINUM W/ COMPOSITE SUBSTRATE ALUM./COMP. 26 #9 X 1.0" PFH WS STEEL 27 OUTSWING THRESHOLD ALUMINUM W/ COMPOSITE SUBSTRATE ALUM./ COMP. 40 DOOR PANEL -SEE DOOR PANG. DETAIL SHEET FOR CONSTRUCTION DETAILS 64 #8X7' PFH WOOD SCREW STEEL En 0 tt E D m O p b CWFt 1118112 i N.T.S. g JK m' cw- a- LFS 3 DRUM NO.s FL -15255.1 W O SHM % OF R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Sub Category Manufacturer Product Name Category Trinity Glass International Opaque Fiberglass Exterior Swinging Exterior Door 4821 182nd St. East "Impact" Door Doors AssembliesTacoma, Washington 98448 Outswing Phone 235475-7300 Facsimile 235-875-7301 Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Trinity Glass International based on Rule Chapter No. 9N-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Umftatlons: 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind bome debris protection this product complies with Section 1609.1.2 of the 2010 FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.4 of the FBC. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL -15255.1 require further engineering analysis by a licensed engineer or registered architect 7. This product meets the water infiltration requirements for "HVHZ". 8. See drawing FL -15255.1 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01470437 TEL 06-0918-2 TEL 01370079 TEL 02010411 TEL 01470100 TEL 01470099 TEL 01470101 2. Drawina No. No. FL -15255.1 3. Calculations Anchoring Test Standard TAS 201, 202, 203-94 TAS 201, 202, 203-94 TAS 201, 202, 203-94 ASTM G155 -04,G158-02 ASTM D1929-96 ASTM D2843-99 ASTM D635-03 Prepared by RW Building Consultants, Inc. (CA #9813) Prepared by RW Building Consultants, Inc. (CA #9813) Testing Laboratory Testing Evaluation Lab.,lnc. Testing Evaluation Lab.,lnc. Testing Evaluation Lab.,lnc. Testing Evaluation Lab.,lnc. Testing Evaluation Lab.,lnc. Testing Evaluation Lab.,lnc. Testing Evaluation Lab.,Inc. Signed by Lyndon F. Schmidt, P.E. Wendell W. Haney, P.E. Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. Sinned & Sealed by Lyndon F. Schmidt, RE Sinned & Sealed by Lyndon F. Schmidt, P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Trinity Glass International is manufacturing products within a quality assurance program that complies with ISOAEC 17020 and Guide 53. Lyndon F. Schmidt, P.E. FL PE No. 43409 4/11/2012 PF 1089 Sheet 1 of 1 i ) C, MIAMOO MIAMI—DARE COUNTY, FLORIDA • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2540 F (786) 315--2599 NOTICE OF ACCEPTANCE (NOA) www.mismidedt'gavleeortom� Lawson Industries, Inc. 8301 NW ge Street Medley, FL 33166 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 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. 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 haste designed to comply with the Florida Building Code, including the High Vol urrrcane Zone. DESCRrnTIom Se "La Porte" 8'-0" outswing Glazed Aluminum Fre ors, - L.M.I. APPROVAL D NT: Drawing No. F.D-2003, titled "La Porte -Impact French Out 'ng Door', sheets 01 through 0b 06, peepared by the manufacturer, dated 12/12/02 with the latest revision "F'; dated 03/27113, signed and ., i --Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expirafibitdate 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 logo, city, state, modell series, and following statement: "Miami --Dade County.Product Control Approved", unless otherwise noted herein. REVISION 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 renews NOA No. 124127.23 and consists of this page I and evidence pages E -1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was r9evie%ved by Jaime D. Gascon, P. E. NOA No. 13-032&11 =UME cou r-40TO Expiration Date: Jane 05, 2018 fiApprovalDate: June06,2013 ,5 Page I Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 11-020103) 2. Drawing No. FD -2003, titled "La Porte -Impact French Out -Swing Door", sheets 01 through 06 of 06, prepared by the manufacturer, dated 12/12/02 with the latest revision "F' ; dated 03/27/13, signed and sealed by Thomas L Sotos, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-11 3201., issued on 01/06/2011, signed and sealed by Candido F. Font, P. E. (Subutitied under NOA No. 11-0202.03) 2. Test reports on: 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 20394 along with marked -up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-09--2623, HETI-09 2645, HETI-09-2624 and HETI-09-2646, issued on 10/22/2009, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No. 10-0128.04) 3. Test reports on. 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Nater Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 24113 2.1 and TAS 202-94 along with marked -up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HET144-1897, HETI-04-1896 A, HETI-04-1896 B and HETI-04-1377, issued on 03/08/04 and 03/12/04, all signed and sealed by Rafael E. Droz Seda, P. E. (Submitted wider NOA No. 04-0607.04) 4. Test reports on: 1) Tensile Test, per FBC, ASTM E--8 along with marked -W drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-02-TO95 and HETI-02--T090, issued on 01/13/03, both signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under NOA No. 03-0219.01) Jaime D. Gascon, -P. E. Product Control Section Supervisor NOA No. 13-0328.11 Expiration Date: June 05, 2018 Approval Date: June 06, 2013 E--1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air lnfilhation Test, per FBG, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 20294 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 24113.2.1, TAS 202-94 along with marked up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-42--1253, HETI-021726, HET142-1728, HETI-021736, HETI-02-1742, HETI 02-1763 and HETI-02-1765, issued on 01/14/2003, all signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under NOA No. 03-0219.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by the manufacturer, dated 12/12/02 with the latest revised dated 07/02/10, signed and sealed by Thomas J. Sotos, P. E. (Submitted under NOA No. 10-0128.04) 2. Glazing complies with ASTM E1300-98/ 04 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butaciteg PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saftex and Saflex HP Composite Glass Interlayers with PET Core" dated 03/28/13, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance, no financial interest and compliance with the FBC 2010 and AAMA 101/ I.S.2 97, dated 01125/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-0127.23) Jaime D. Gascon, P. . Product Control Section Supervisor NOA No. 13-0328.11 Expiration Date: June 05, 2018 Approval Date: June 06, 2013 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTPMD) -2. Proposal issued by Product Control, dated 07/27/10, signed by Ishaq Chanda, P. E. (Submitted under NOA No.11-020103) 3. Laboratory compliance letter for Test Report No. HETI-112201, issued by Hurricane Engineering & Testing, Inc., dated 01/06111, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No. 11-0202.03) 4. Proposal issued by Product Control, dated 03/26104, signed by Renzo Narciso. (Submitted under NOA No. 10-0128.04) 5. Laboratory compliance letters for Test Reports No.'s HETI-09-2623, HETI- 09-2645, HETI-09-2624 and HETI-09-2646, issued by Hurricane Engineering & Testing, Inc., dated 10/22/09, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No.10-0128.04) 6. Laboratory compliance letter for Test Reports No.'s HETI-04-1897, HETI-04-1896A, HETI-04-1896B, HETI-04-1377, HETI-02--T095, HETI.02 T090, HETI-02-1253t HETI-02-1726, HETI-02--17281 HETI-02-1736, HETI-02-17429 HETI-02-1763 and HETI-02-1765, issued by Hurricane Engineering & Testing, Inc., dated 01/14/03 and 03/08/04, all signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. OS 1116.06) G. OTHERS 1. Notice of Acceptance No. 12-0127.23, issued to Lawson Industries, Inc. for their Series "La Porte W—O" Ouh wing Aluminum French Doors - L.M.I.", approved on 04/05/12 and expiring on 06/05/13. F` Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 13-0328.11 Expiration Date: June 05, 2018 Approval Date: June 06, 2013 E-3 _ SIgleUte 33 1311W max 1. SEE ELEVATION AT SHEET 1 OF 6 FOR 3 �e'4 ANCHOR O.C. MAX. SPACING AND LOCATIONS. To• 2. EET 4 OF 6 FOR INSTALLATION OM TiPM 3. SAME. ANCHOR SPACING 0 FRAME HEAD & SILL . GUAI.WM MCU & MULTIPIR PANIDS (SER RLRYATION S). OLL4UFDLB UNIYB WM AND WITHOUT MDR1.Cl'88 MAIL FRAME 81X8 145 1/8"05. X 95 8/4"& OXYA . EXT & INT FALSE COLONIAL MUNTIN APPLIED W/SZICONR. QUAUMS M HOLE OR DOUBLE BOUTON RAILS MAX DAYLPPE OPENING tlIDTH ra B5" MAX DAYI= OPENING HEIGHT a 85 1/0" RBE ELBYATION AT BMW lof8 FOR MAX. ANCHOR SPACING ALL DIMENSIONS 8PBCWM ARE IN INCHES 143 1/8• Max Unit WWih SP�am�t 1Aath 35 3/16' rax 1 Y L 1). THIS PRODUCT IS DESIOMED AS PER 2010 FLORIDA SWLOING COO. 2). CLAW MEETS REQUIREMENTS OF ASTM -E1300 AS PER CHAPTER 24 OF THE FBC 2010 CODE. 3). WOOD BUCKS BY OTHERS. MUST RE ANCHORED PROPERLY TO TRANSFER LOAD 70 THE STRUCTURE & TO BE REYEWED BY BUILWMG OFFICIAL. 4). ARCH= StWLI. lE As LISTED AND SPACED AS NOTED ARM AND ON DRAWING DETADS. MOM EIRiEOMENT TO BASE MATERNAL SHRILL HE K11010 WALL DRESSING OR STUCCO. 5). SEE NOTES 0 SHEET 4 Of 6 FOR INTALLATON FASTENERS TYPE. 6). ANCHORM OR LOADING CONDITIONS NOT SHOWN IN THESE GEMS ARE NOT PART OF THIS APPROVAL paclwcl tabrmv►� LIMITATIONS: ny sdibiheF1011d1 1). MAX. OP - *88 PSF W/ (4) SMulooa Butts &(Does Types A. 8. C & D. gyDdieg" pie a (SEE LOCATION DETAILS 0 SHEET 3 OF 8 A 1No 2). MAX. OF, a *78 PSF W/ 2 -Point Lock (active)+ (2) Surface Bolts at tmotive rG7 3). MAX. DP - *78 PSF W/ Flat SO & haat be Used INtme water 1110100tim Is TOM not regedred or opening is protected hang by Overrotio greater than are. NAI. BNOINBBR 4). MAX. OP v *SS PSF W/ Muitf-POK to* (1-odhre)t(1-possiva) 0t Inactive Olt y ..A, s •.r,.e " ' r 652?5 .a • s _ * LAshland lX a • ' � r: '-- '• �� `,y�,eti :^ �• •. ••�• ��L, )ATE �„ : ' ' %'+ v lierted NOtea BILL OF MATE RIMS t and b aomplq w trBfX3004 -11/01/05 b amply x/ PBYXIO07 &added h1sulated Ilam 01/80/10 XUR-PoSM look 01/877/11 Revisais b comply a/ X10 p8C —4 ang POT Q2 PT10IN RBiTANf6 I L-901 LII -098 l FRAM TEAR 6063-1`6 ALUMINUM 8 L-908 LII -097 t FRAM SILL 6063-T6 ALUMINUM 3 L-903 1.II-090 8 FRAME JAMB INUM 6063-T6 ALUMINUM 4 L-904 LII -096 2 SIDELITE JAMB ADAPTER 6063 -TS ALUMINUM 8 L-986 LII -098 E a P nQt PANEL. TDP 6 BOTTOM RAIL 6063-T6 ALUMINUM 6 L-907 1.II-091 1 x Penal HINGE STILE 6063 -TB ALUMINUM 7 L-909 LII -894 t x P00411.1.= STILE 6043-T6 ALUMINUM L-Alt 1.11-098 2 x Paint TOP 6 BOTTOM RAIL ADAPTER 6063 -Ts ALUMINUM L -%l LII -ODM AS RFA'C 1/4 ROOD ALM. BEAD - 7/16' 6063-T5 ALUMINUM L-918 Llt•4O7 AS RECD 1/4 ROUND ALUM BEAD - 3/8' 6063-73 ALUMINUM k FD -684-8 L-908 8 x Panel HONE LEAF ASSEMBLY 6063-T5 ALUMINUM VVS-041 TP 2"6 QWO, B+Bb Vinyl VtWPTeen Plastics, See HoterW ConposkWn at Sheet PVS-001 a AS MOIL WTSP. 8 TBP/BOTT. SAMS ScMeMal FS ^ .187n X Oft PWS-= ■ AS MDC VTSP. 2 FRAME HEAD 6 JAMB Sdtasw P8 - .107'x. X .33090 L -9I0 LII -*S9 8 a Pont STRWER MMOTRO PLATE 6083 -TS ALUIUNM 16 FD -619 FD -619-1 8 x Panel STRW R PLATE 6063 -TS AUX" 17KFB--e UI-886 AS 100. tM.AZpMG ADAPTER 6063-76 ALUMINUM 16 SF -3802 8 x Pent DELTA FLUSH [pTtT CO T� 6 BOTTOM M' 1.0CIC STILE) 19 -084102'3 I SET DOOR I= f DEAD BOLT MT KWIXSET - Series 690T CONSO 80 -08 I MT DOOR I= / DEAD BMT SET SCIa" - Series 111300 CD1N0 81 -084/088 I SET DOOR LOCX / DEAD DOLT SET DEFIANT - Serlas 031 Comm 82FS-033 AS RLTIT: Fra+e tnstoIL Sere. -.Hood S/05'- T4PCON ( Sea Mateo 83FS-Oa4 AS REO'0. Fr oft Install. 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Mt Y1eth • 1107A (� X., 1%X M 3 %M DP OLRBB TYP$ A" B "B" a/ -(PSP} Ri DP POP I cum WAGS TYPS 'B' "0` +/-(!'OP} +/ f D� I I 11111M. !Home' • fO V4• 16 1/4• 28 V4• 281.14- 30 V4• 34 V4• 7r � S +86A U 3/16• !760 !760 1760 S !1160 17 3/16• +76.0 ±760 176.0 S +860 83 3/16• +760 !760 A S !a" E9 3/16' 1760 +760 s I "XX" ELEVAT "OX" ELEVATION APPROVED CONFIGURATIONS 1. ALL FAMN I I Q� CN. REPRESENTATION 2. FALSE tm AREAYAItABIEe uASftx�ARE 90E APPLIED W/ SILICONE 3. AV/B�I. & MIX DOTMM RAN. 4. OUT -SWM DOOR WITHOUT INSECT SCREEN, a]rn F%051 _A�UEA WEMTE OOI.T-/ %°552 5 3�11 "OXXO" ELEVATION • ANCHOR eroTes: G TE OF .'!L 1. SEE ELEVATION AT MEET f 8 ANCHOR O.C. max. acB4c AND 1 TIOML 2. 4 8 FOR INNALIAflON DA a � a ELEVATION `Lapww 1NPACT PRBRCB ODTSVM DOOR - D8818N LOAD CDABT 148 tAr ft. Mt Y1eth • 1107A (� SEE ALTOKW sw AT SHW Stdetite a of 6 Ssirglvma� It 33 L�9/,lbrm� A C 6• fiw� SUMM '• OP /am DP OLRBB TYP$ A" B "B" a/ -(PSP} PASB6 �' Oi�tl�d fL N • DP POP I cum WAGS TYPS 'B' "0` +/-(!'OP} +/ LAN TYPE `D' V-(� 11111M. !Home' • fO V4• 16 1/4• 28 V4• 281.14- 30 V4• 34 V4• 7r � S +86A U 3/16• !760 !760 1760 S !1160 17 3/16• +76.0 ±760 176.0 S +860 83 3/16• +760 !760 A S !a" E9 3/16' 1760 +760 VkM K3 We— S As" 31 3/K• .3760 t760 Li , g S .860 35 3/16• +760 +760 C Q 10 1/4• 16 1/4• BS V4• E8 V4• 30 V4• 34 V4• D�B i U Aa ve jtl�ll 6 P Ouvpe U 11 3/16• s� � . 3760 #760 6 +860 17 3/16• +760 +760 _ 6 !SBA f13 3/1B• .760 !76.0 +760 6 !B6A 89 3/16! !760 !760 D 8 !SBO 31 3/16• _ a760 g 6 .880 � 3/16• !76A +76A +76A a]rn F%051 _A�UEA WEMTE OOI.T-/ %°552 5 3�11 "OXXO" ELEVATION • ANCHOR eroTes: G TE OF .'!L 1. SEE ELEVATION AT MEET f 8 ANCHOR O.C. max. acB4c AND 1 TIOML 2. 4 8 FOR INNALIAflON DA a � a ELEVATION `Lapww 1NPACT PRBRCB ODTSVM DOOR - D8818N LOAD CDABT • 1107A (� �' SUMM '• OP /am DP OLRBB TYP$ A" B "B" a/ -(PSP} PASB6 �' Oi�tl�d fL N • DP POP I cum WAGS TYPS 'B' "0` +/-(!'OP} +/ LAN TYPE `D' V-(� 11111M. !Home' • fO V4• 16 1/4• 28 V4• 281.14- 30 V4• 34 V4• 7r � S +86A U 3/16• !760 !760 1760 S !1160 17 3/16• +76.0 ±760 176.0 S +860 83 3/16• +760 !760 +760 S !a" E9 3/16' 1760 +760 1760 S As" 31 3/K• .3760 t760 t76.0 S .860 35 3/16• +760 +760 ;760 10 1/4• 16 1/4• BS V4• E8 V4• 30 V4• 34 V4• 93• � 6 !B60 11 3/16• smr" mi.e. 3760 #760 6 +860 17 3/16• +760 +760 !760 6 !SBA f13 3/1B• .760 !76.0 +760 6 !B6A 89 3/16! !760 !760 +76A 8 !SBO 31 3/16• _ a760 !760 6 .880 � 3/16• !76A +76A +76A PRODUCrememm dbt7161 P1etddel ►�-oa8� 88yy MieAtinide • OP67A818 PAM taYT 11PPIRABIE WM • Q PARDMilas M"M / OF amm Q Few JAMA ftydea LA W ON 001 NW 90111 St. e414ed to amply M/ PlNIS004 -11 1 evhrod to eoaApU r/ Plp�7' & added mi amp 1 .1ZORIDA 33185 tealried OTms n/a/l8 C. (J09} 898-88$0 ehlmd Nan-Pelnt M* 01/87/11 MAASvas7vm N QOA"dMMM MMWW MM MW OQABB salted to �em* w/ SO10 PBC e_=_. peat am PnsWA M S Mm �•w SO► Z Os 8 '°'"`D" Netmn JIM* Ol $a 11 "La Porte" Impact" French Out—Swing Door �' °P` Re1mn 13raeo Ol 1$ smr" mi.e. tamete" Me.Om FO -2003 featetoA enalr FOR SPACM — I- x (P.TJ WOOD INICK r,—U4' HAM SHIN TV. I virr NIU,E= TV V-1 0 Width PealEldth 11 TV @) G�7 AC+AVQ IBM= SIDEive RRASIDEInaCtACtive jr4ctlw Inactive EXISINIG INDS amsm =11 E3 @ L_J LOCK STUM WITH PUMH BOLT wa smas NM TWO-POINT LOCK & MSH BOLT INTERIOR SIDE 11117MOR SIDE 4 SUL SRI hefght 5116' TAPCON Vol ------ tL"� -- 1111'EURSERL FOR SWINW @ ffmi mums 0 A I 25/18'• 5AS' TAPCON Vt INTERIOR SIDE IsE2 ffrs'&%% spAcm LOCK STILE @ 3 MULL= ION JAMB\ 17 te -v- T FT T"".. Y,7 T8 L_J U1 ==OR SIDE "OXXO 1,11T, e� UKU WIDTH MIN EMBED ANCHOR NOTM, 1. JkW oflC?N AT MAX —WJtb Z MM WS.6401R DISTAUAWN U& W&A AeUve Inactive It OPTIONAL BOLT 0 TOP RAIL Aiecru aMo 5 6. Active WITERIM sm 4na0�t"ve 5 1 16 12 OPTIONAL SILL 42 4 _121 to' ENDED 1?. OPTION" BOLT 0 BOTTOM RAM 5AW TAPCUN W TV UL I SEE DETAIL 93 I= H11101100 LOCATION ISVND%DNJL FOR SPACDOUN, WD -POINT MULTI -POINT MM BOLT & 1*1 FIAT BILL NOTS., 0 WX SP - *76 PSF VAL OP - *08 PSF TWO-POINT LOCKWATION& MUM & SIDEUTES V17H THIS SILL TO BE 95 1d'4* MAL FRAK MIGHT. OPTIONAL LOCK DETAILS 1). MAX. DP = 186 PSF W/ (4) THIS TYPE IF SU IS U111TED TO V- 769 f WSIGN LMD AND &10W Belts dt GIM I"" X D. & Q HIM BE USED WHERE WATER OWLTRATIGN ISpoNOT REMFIRED OR THE 2). MAX. DP m *76 PSF W1 2 -POW EXTERIOR OPENING 13 PROTECTED VITH AN EXTENDED COLUM OR ROU ILOO (0atW*)+(2) SUde,, Dote 0 k=tW �� GRE I'M OR EQUAL III THE HEIGHT Of THE VALL I,, WPM ps * IS LOCATED, ROVINICA, Natal" 30, 8501 NW swind to comply V/ Facm lixtros am St. Devised to amply v/ F5C000? added LA WS ON EOlV&F,1ORlOA 33166 M inaulaw aim 01/80/10 cl 1-4 = X.7 �r�RXJEW, 12Wq1C. (305) _$M Asblnd Malt -Point Loalt 01/97/11 MOMACANM Of QZUM AURVIAW YNADWS AND OL486 DOM Revised to amply W/ 2010 M zu i == Ia- 10-b = =.I lb- 1 3 or 4 90"Wev Kohm R. 1,61=11 "La Porte" impact" French Out—Swing Door Nelson 1W. 181me t416Q ,av� ff—e- ift-o" ft a- FO -2003 Ammo. 1-&.r &n6' TAPWI W SA6, TAPCON W Wl6m9ff%Wm DfaMMS SIDE 6vkLss%.Cm Dn=oR SIDE 3 INTWOR SIDE 3 LOCK STILE V : 3 LOCK STILE 19 0 21 41 so 2 fJAMB I=( STILE JAMB 9 2 3 S 0 7 Is 12 Active 0 :. Active Active ip 17 t2 tt E VAX Sm 0 — I k.— MORSD LMT WIDTH MIN EMBED ". 3 BICPERIOR SIDE —1 CTYPJ EXTERIOR SIDE 51 —5M' TAPCCH W ,—SA6- TAPWI W/ L. STILE mm ENKSp V RIK $ 4 S FORCI1M Ills is 2 21 MULLION WM= WIDE Active PRODUCrRUNRM 3 7 12 DugCode 16 I'S 0 Active S&d"te 1/4* f VAX 114* M� SHIN TYP. LOCKSTILE 12 17 SHIN TYR ExTLmm Sm INSTALLATION FASTENERS N= SmeOte 2) *IX a=* Attachment Screw C fi Screas 9 each SWO of Ionian, HEAD. 5/10- X 3 1/2' Long TACPCO�-) - Lo total per swote G* x 2 1/4" Long TAPMNC WE!= sm =1 10,16* x 2 3/4 La" UPCOMM 50. 51 WAMM- S/W X 2 1/4- Lem WWK*) 5 LO) TARCOhL-W.-mca- OR -BUILOW 9 f LOCK STILE "2X WJW MWMIN REMMO FASMn EXTERIOR SIDE WAD: 5/1!* X 3" La" YAPCGN(-) SMU 1 3 55/16. xX 2211/4 1/4" Lam;AP Active Inactive JAMS: / 16 2 1/4. T= 1 9 & 0 MULUONS: 5/18- X 2 1/4- LoN TAPCON(-) INMIOR Sm e) mm= BY mxW an vimmr Ira-= NVMS: ALL FASTWM YZ I 1Zr MIN, ? 12 AM TAMN LEN*= V SPRCHW ARE THQNW J. M HIAVATM AT S=t I. of 6 FOB W @ U2 12 I3 17 42,—, 2 HICTICRIGIt Sm 12 ANCHOR MAX. GPACM AND IfirAMN ..:Vr, VNS*r�6,, Revidon Natm G;g—"'—t*ompiy-w7 —m=u75tW 8501 NW 90th SL -d to G—* W/ PSCOW & &#*Wd WSON MM -EY, 33166 4� 55225 - Wal (305) tit I Usubted Clan Qj,#Wto Hmmg. Irm-TC:. tSILL ishland Mult—Point Iaek 01/Z?/It MANUFAffUMM OF QVAUYY ALWMW JRWWW AND SUM MW X. Revised to sonVie W/ 018 Ift E OF 4 OF 6 M I I` MIN EMBED &,Wftd SIR Out—Swing MIN E BED Nelson a. TYP La Porte" Impact" French Out ng Door TYP —SA6, TAIKWI W xGI"ft mWW I I Mee I e I WINALM NOM FIR SPXG) Wdw. ftft. DATF— 8.4. n." r 1"W ' FD - 2M . to W ",n"'tlYO� - ' SCREKS ,.... Y ■ s• exivxn. INTERIOR SIDE f©Olemias Adap ' QLAZ[NG TYPE & DE3CRDrPION3 4 " A m a ee at— e° D, sit - se DESCRIPTION DBTAtL 102 � b 1 —' ,ear' FALL eP 0-�- 1 3/16• Anasoted 2 AW 0~t sap bdortavor 3 3/16' Afff"od °mN� - 0 ted Man b a Mass; Tom *r sac �mum lasslmtod aims 8olatta b`RIa D) ttON DID3N. FRAME ASSEMBLY o sae m° SIDBLiTE/JAMB ATTACHMENT DETAIL DETAIL TYPee 'A' '8- ar V � r"TY E G•� TYPE 6 t 118' Aro6Pela9 a ate• p�m,t Pva 1 a Ronnd 9 0 3 1/S' Ameotatl oaa' 820 A ted 0 e - lees 11 ° EXTERIOR SIDE 3Dd. SEALANT DETAIL GLAZING DETAIL 81 fm DES DSTAO tam ee,66as m ec aoacs atatw m sac /�am est` mJC t 1/e' Xeet mss I R scows P" Wa� Car aN 3 118• Wos-S mss osro• INTERIOR BlDotamh,s_es°om 919• ata as Ie1aZ ATfaLpD ' soma '� ®Olaslas Adaptor GLAZING TYPE & DffiCRIP9YQN3 940 0 A Ola as b Solutle - OMae Tm rrnis sm _- •y'4 8/18' laminat6d Clan r11O1 DBBI�@T(ON O6TAIL th HINGE ATTACHMENT �' aeEE TABI E vi s1.AzsM TYIfE a �scN.Yasn t 1/e' Hent- maser ala• DBTAIIS AaCa1t Imo /' a .OW son" PVS hurtaw /• ` eWD e1MfT 1191t:Td OoOa 9Xtt A Vl p61A,AlID AM SPACEm� . . two• am •tee / 1/a' lDsWeted 6 1/O'7EX7ERED GLASS 1Al�a• P 401 0 A ted Oleos Soluita Mass Woe Stec 8070103 T1 O ATnAT t a Not oss sMATED s R _ okuft Read VIRM Daecsmr�a DSTM I Ulm �"VP7°c PANEL ASSEMBLY DETAIL. `1to a�'a iC° a ve' X.os sa.sauaaes mss Pt • I"' B(TRRIOR a AVAVmen SGPineerin ad 3 Im amet-strsegtamaea mass soxonc' 114' ULATED AM SPACE .aw GLAZING DETAIL #s4 INTO 414 OCTAL ST02 RUCTURE INTO MEru srOXr K aD sertays i4P i`A8A9s sea vn,-77 is[E NOTES FON SPACDO 0.fES Tt1L NW. 1' EON[ aSEi NOTES FOR SPACOSO 1� MW ++ MY. <6063-TS XIXa NIN EDRF DIET. toy 26 MCI NW ORMN NOR r sTEEL re1N -rCOLWas1-OADE �T Vim/ ALIf1L TTo BEI. —� WTEDf —_ U XAKA�SX1X TYR 1/4�' XANXAN. SHIN TYP. '�� x= p y� Flows ��00,10 �O• f 1 N4' NDa C=18 1 W XIX EMIL V/ Y se • XA�PXCWa V,T� gp mast islEE�tle"�IDTEB�PACINW -{ T17 GSEE NOTES FOR SPACING) i SOTW HINGE ASSEMBLY DETAIL I1 'i v �• ate• ro SE 3 NSI MWx (P.ra 1"'4-•2 + a dN$-••• Revision Netm /T ® '(�/��/j /]��/� 8501 NW 90th � S O l�TE 13)I' i • to comply r FUM -11AIX 7i' i to empty v/ VMW & added � .L.Il lt. 17 l 9 MEDLEY. FLORIDA 33188 0 . f tnaotstad aim 01/88/10 (3�) 898-8880 1/4�' XAxXA%. SMX TVP. 1/A' XAX. sm TV. may, ISG' tJa� dMUR-POW Look Ol�/ 1l NANOPACIORBB OP vtGLdFY AGIY/A'OY WNW AND � MW. pe. a0.o Pmt aam pea aw9ms, Seaa6/ttemrR a,mr 9AraA to am* r/ so10 yBC ' ATE 'C3� : Nms APP8OYA1 eOACr FRHNiJt D0� 6 8 �M° "A1° Mahon BMW x"01 a "La Porte" Impact" French Out—Swing Door y r DasrAwrmN T AWAPper D 'sRASE .awR aNmtwE Num. FRAME INS'I'A[.T.ATIt)N OPTIONAL DETAILS ,LtyCi o.� �, Hereon Rraso aa, 01 is . ,S1 DATE a aurae n.t.v. Ifto mash' °romay'4,ehn FD-2003 SWAAA AmA ,�. egg¢ ds a STEEL Boi.T ® TIaD r ® /� /I� I' �I ASO e �o -�_T 275 .06E 6 .460 A9b L L750Abs 'JSO 1 Q 1d1s9 '-'1 .909 .074 je7 b97 1 FLUSH a LOCK GLAZING ADAPTER QUARTER ROUND S94L6 FRAME HEAD BL_91G o (11/18')PM-634 63 8111W O PANEL -�4 1SIE - -� OI1-901 B s 49 MB 07 /L-907 5 m 8PD--1 19 Ian 7E6 �---•— 44e7 +1=1147 2.m ---I � 808 � � 40 964 Q6° E.000 1 p 9 La24 li � 1a q$u/Atr'TBR 47s0 47s T iS S ffi t.SOD -{x^-.070 a.900 ----� 11 A60 PANEL LACK STILB 2 FRAME SILL O i FU TAS 47 ANGLE GU1DB ,� S tS Pi�.4 6 O BL -908 BL 90E 1 1/2- LONG IFD-t _1 SOB L75. --'I f 1.M � 191E i---'1 i ►�aAp.TT ��pW�� LDG111q�TIYE �W pip L�ICIVA481Vf 1 O /:) OR 1I ••� I.M BL -911 472 214 A4S 1 1.62s tO.T $ �� HALF ROUND T 4.000 4.sW o i I 472 OFAISE MUNTDT O RAR. ADAPTER LWO BL -90 4 JAMB ADAPTER A92 Ode Q .Bs, -eon +. ..� .. -{F -t/9' SHAILITE PANEL. ALUMINUM PIATE . •OD -----II -• .. 4-49 PPVOR=k Na740079 PHYSICAL ASEAIAv. -f 135 I E' LANG DT rthadmns A.10see 73 D2810 SpedDo(imsip 103 BHC -099 TomtbSrcmga,PSt I6.4 D- PANEL &j IM O 1-- noes E y� Pan;TlwaOLE 34U DOS Msdduv MOS.10at�Hm PSl 7650 D638 08 RAIL O FRAME JAId$ FRAME HEAD $HEAR PLATE BL -90.9 44 IL -918 sm setl es 81.4 0746 PHYSICAL M D tHmdros; "A ,10soo 73 D MO M.1. ALL DIMENSIONS SMIFIRD ARE IN lNCH86 I9 100 SPW&C ffifw 1.43 07912. 886 ELEVATION AT SRBBT I OF 9 POR 1 7awbft=jkPS1 1640 D408 ANCHOR O.C. MAX. SPACING AND LOCATI0N8 T X 1d� U % 325.0 D63S 4.sta Mtd "JOWAMms"PS1 765.0N e FRAME LOW s" fid Q No 8. �•} BL -91e •a �Z'V/$ 'S3' S 3 REFER TD DETAD. AT SHEET 0 3 OF 6 _ d FDR ADDIffDtbU. NOTES AND UIIITATDD43. ®T � 1 1 � `•° .........�.�C1;=:, Rawfulan SIC LMNNW 08110 no" ®i/�I/i�(®tel /7PVi 8�1 N01 Nth St ®l Revised to sromapty s P8t�4 -11/01/w�.L7L 33�/g• 0p,Ap, STEEL 9D.T 3y�9g��p,p, STEEL eOt.T _Revised ,y A :t �...�". , ••, at p:Insulated to Comply vr/ NNW A added ft" 01/a/!0 F F 0.J 7 MEDLEY, FlOM14 33186 C. (30S} 896-8880 SFAIR .E38 8Rtt B9.T W 004 Wtfi naa a ,W 6;;° g . _ " U Mull -Paint Lack Ol/87/II H4euad a aomp�y n/ oto FBC NAMMPAOMAM OP OMAUFP AGlM/MMY 1tW M9 AND 0485 VMS Optional Multi–Point Looks ArPaorAt PM « wv s aa. e a e OPTIONAL O48 Tito -POW LACK 88.0 pd DP} INACTIVE -FAM i9 �� r' , - , tJ,.• �� `o awl" as, Ik4 Nelsen BMW 01 a n n n La Porte Impact" French Out–Swim Door P ACVVO Loses A�AAtID 8VS110-STACT9 osslvv Ludt ASHLAND #W5Il0-STPAS4 espi�P Nelson Brsaw 1,00018 IACK BHC -080 FLUSH HOLT IHC -001 ^^�''� 'n t�ru�Ai-yy,�♦ OLE 6 7 ASHLAND eV3EDU1-A NANOi.E a TRUISET a PJM -P a.t.e. Pon "" mmowi nww t.ab FD -2003 "M. 76.6 pat DP} �?y i7A1�l IS