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WS-13-1729��_ Miami Shores Village MI� -, .irt. CMJ Building Department 90050 N.E.2nd Avenue, Miami Shores, Florida 33138 8Y ------------------ Tel: ----------o-m-oTel: (305) 795.2204 Fag: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 20 Permit N:,. M � 2 PERMIT APPLICATION Permit Type: =BUMDING-� Master Permit No. ROOFING JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: Folio/ParceW I 1 — 2) a (D 3 CSC G Is the Building Historically Designated: Yes NO �(c1le, OWNER: Name (Fee Simple ST a� Flood Zone: City: LA, `, a L61 � \- , a F� I �, State: T-- C . Zip: 3 3) 3 Tenant/Lessee Name: Phonet Email: CONTRACTOR: Company Name: 0r,)a4U ot, La jIlyy_1/3s Phone#: 2�� 6- 5�P7 Address: City: 1 Qualifier Name: v Z IJE1-1 Zip: State Certification or Registration #: C& C 1 �l b_Certificate of Competency #: Contact Phone#: Email Address: C -0 c� `fitA2 � Lk) "t 6t>L era y i DESIGNER: Architect/Engineer: Li -9-4 a Y1 (W " I Phone#: 9S—q— 2 (K-4—kc/5 J Value of Work for this Permit:d $_�� . Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration 'New epair/Replace ❑Demolition Description of Work: Color thru tile: Submittal Fee $ Permit Fee $ CCF Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ 0 CO/CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ 2 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip 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 EMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will t be approved and a reinspection fee will be charged Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of by��.� da , 20 bySsm1 who is own to r who has produced ho is personally known tome or who has produced As identification and who did take an oath. as identification and who did take an oath. NO UBLIQ _ NOTAR-Y—PUBLIC: My Commission APPROVED OY CCjJJ,4i_-L, ,;,''l 00018378 '!'17, X014 Examiner Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/102009)(Revised 3/15/09) Si Print: My CommisMy Cr U` TZ EE018378 ' � 11 ' '� i^{ii r �► endue_.. --t 17, 2014 Zoning ! fillip 1111! Illil 1111111111�INI1111111111 IIII GFN 2013R4479634 OR Bk 28681 P9s 3361 - 3362; (2pes) RECORDED 06/17/2013 13:00:22 DEED DOC TAX 1►680.00 HARVEY RUVINt CLERK OF COURT MIAMI-DADE COUNTY► FLORIDA Prepared Eric van der Vlugt, Esq. Via President Clear Title Services, Inc. 1.111 Kane Concourse Suite 209 Bay Harbor Islands, FL 33154 3"5.5718 File Number. 13-0311 BRAUER rSpaec Abon this trine For Reemdins Datil Warranty Deed This Warranty Deed made thisday of June, 2013 between Jason Brauer joined by his wife Chart Brauer whose post office address is 1092 Qu .Anne Road, Harwich, MA 02645, grantor, and Seth Oliver Herman, a single man and Nicolaes Cornelis Kuyper, a single man, as joint tenants with rights of surviorship whose post office address Is 878 NE 91st Terrace, Miami Shores, FL 33138, grantee: (whmnor seed hordn the [caro •Sarrue ad •Santee• Indodo all arc parUa to Nis tie and ax balm lqw teyro mimives. and aws ss of hdtvWwL%md the soaaums aro assiom of oapamimn, uum and uugtm) Witnesseth, that said grantor, for and In consideration of the sum of TEN AND NO/100 DOLLARS ($10.00) and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, situate. lying and being in Miami -Dade County, Florida to -wit: Lot 3 and West 1R of lot 2. Block 3, GOLDEN GATE PARK ADDITION, according to the map or plat thereof, as recorded In Plat Book 6, Page 130, of the Public Records of Mlami-Dade County, Florida. Parcel Identification Number. 11-3206405-0320 SUBJECT TO: 1) Taxes for the year 2013 and subsequent years and all applicable zoning ordinances and governmental regulations. 2) Conditions, restrictions, limitations, and easements of record, If any, but without the Intention of reimposing some. Together with all the temmumts, hereditaments and appurtenances thereto belonging or in anywise appertaining, To Have and to Hold, the same in fee simple forever. And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land In fee simple; firer the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever, and that said land )s free of all encumbrances, except taxes accruing subsequent to December 31, 2012. In Witness Whereof, grantor has hereunto set grantor's hand and seal the day and year first above written. DoubteTimea Book28681 /Page3361 CFN#20130479634 Page 1 of 2 Property Search - Report Property Information: Folio 11-3206-005-0320 Property Address 878 NE 91 TER Owner Name(s) JASON BRAUER CHERIBRAUER Mailing Address 878 NE 91 TER MIAMI SHORES FL 33138 Primary Zone 0900 SGL FAMILY- 1901-2100 SQ Use Code 0001 RESIDENTIAL -SINGLE FAMILY Beds/Baths/Half Floors 3/1/0 1 Living Units 1 Adj. Sq. Footage 1,297 Lot Size 10,500 SQ FT Year Built 1947 Full Legal Description 6 53 42 GOLDEN GATE PARK ADDN PB 6-130 LOT 3 & W25FT OF LOT 2 BLK 3 LOT SIZE 75.000 X 140 75R 87850 IMPORTANT NOTICE: The 2013 exemption and assessment values currently shown are preliminary and are subject to change until they are certified on July 1. Assessment Information: Current Previous Previous 2 Year 2013 1 2012 2011 Land Value $92,374 $84,883 $62,876 Building Value $87,937 $96,733 $96,733 Market Value $180,311 $181,616 $159,609 Assessed Value $180,311 $175,569 $159,609 Benefits Information: Current Previous 2 Benefit Type 2013 2012 2011 Non -Homestead Caps Assessment Reduction $0 $6,047 $0 Note: not all benefits are applicable to all Taxable Values (ie County, School Board, City, Regional). Disclaimer: Page 1 of 1 MIAMI-DADE COUNTY OFFICE OF THE PROPERTY APPRAISER PROPERTY SEARCH SUMMARY REPORT Carlos Lopez-Cantera Property Appraiser NN Aerial Photography 2012 Taxable Value Information: Current Previous Previous 2 Year 2013 2012 2011 Exemption/ Taxable Exemption/ Taxable Exemption/ Taxable County $0/$180,311 $0/$175,569 $0/$159,609 School Board $0/$180,311 $0/$181,616 $0/$159,609 City $0/$180,311 $0/$175,569 $0/$159,609 Regional $0/$180,311 $0/$175,569 $0/$159,609 Sale Information: Date Amount OR Book -Page Qualification Code 7/2010 $200,000 27387-3400 Sales qualified as a result of examination of the deed 5/1975 $35,000 00000-0000 Sales which are qualified The Office of the Property Appraiser and Miami -Dade County are continually editing and updating the tax roll and GIS data to reflect the latest property information and GIS positional accuracy. No warranties, expressed or implied, are provided for data and the positional or thematic accuracy of the data herein, its use, or its interpretation. Although this website is periodically updated, this information may not reflect the data currently on file at Miami -Dade County's systems of record. The Property Appraiser and Miami -Dade County assumes no liability either for any errors, omissions, or inaccuracies in the information provided regardless of the cause of such or for any decision made, action taken, or action not taken by the user in reliance upon any information provided herein. See Miami -Dade County full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp. Property information inquiries, comments, and suggestions email: pawebmail@miamidade.gov GIS inquiries, comments, and suggestions email: gis@miamidade.gov Generated on: Wed Jun 26 2013 http://gisweb.miamidade.gov/PropertySearch/printMap.htm 6/26/2013 Av V CERTIFICATE OF LIABILITYINSURANCE °ATEiMtIID°"'""' 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 poiicy()es) 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 Alliance Insurance Solutions LLC PO Bax 1777 St Petersburg, FL 33731 CONTACT NAME "°' GENERAL LIABILITY INS S AFFORDING COVERAGE NAIL 0 INSURER A: SUNZ Insurance QqMpaWj Howard Leasing, Inc., Howard Leasing II, Inc. Howard Leasing III, Inc., Howard Leasing IV, Inc. 6302 Manatee Avenue West, Suite K Bradenton FL 34209 ausuRERa: - e INSURER C: - Best Ratinga " INSURER D: Brit Syndicate - " ° INSURER rx: INSURER F, COMMERCIAL GENERAL LIABILITY CLAIMS -MADE D OCCUR COVERAGES CERTIFICATE NLIMAER! 17nR19Rn 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 V41TH 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 INSR IDDL TYPE OF INSURANCE SUER POLICY NUMBER P EFF �C�LLAII(MpS. MhU DtYYYY LIMITS GENERAL LIABILITY EEACH OCCURRENCE 5 COMMERCIAL GENERAL LIABILITY CLAIMS -MADE D OCCUR FORM,ZE MM 5 MED EXP one °n) S PERSONAL BADVINJURY S GENERAL AGGREGATE S GEN L AGGREGATE LIMIT APPLIES PER: PRODUCTS • COMPIOP AGG S S POLICY PRQ IOC AUTOMOBILE LIABILITY NGLE L14 S BODILY INJURY (PerPMM) S ANY ALITO ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY (Per e=ldwtl) g R dent 5 HIRED AUTOS A"OUTOS�D S S UMBRELLA LIAB OCCUR EACH OCCURRENCE S AGGREGATE 5 EXCESS UAB CLAIMS -MADE DED RETENTION S S S S A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANY PROPRIETOWPARTNERIEXECUTIYE OFFtCERIMEMSEREXCLUDED? a (Mandatory in NH) NIA WCPE00000040 04 WCPEOG00004003 5/14/2013 5/14/2012 511412D14 511412013 �I{ Thy LAS OSH- ER EJ- EACHACCIDENT s 11000,000 E.L. DISEASE - EA EMPLOYEE 5 1,000. OOO B yes,IPTI Ca under ON OF OPERATIONS Waw E I DISEASE - POLICY LIMIT I S 1,000,000 B Workers Compensation This is for Informational purposes C ID � F Coverage I I and nothing shall create any right I lunder such reinsurance. DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101. Addidon4l Ramarks Sdmduie. I more space is rawn d) Coverage provided for all leased employees but not subcontractors of: Coastline Windows Doors, Inc. Location Effective: 6!/2012 CERTIFICATE HOLDER CANCELLATION 556 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village Building Department THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 NE 2nd Ave. ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shares FL 33138 AUTHORIZED REPRESENTATIVP T�JJ/J Glen J Distefano O 19W2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010105) The ACORD name and logo are registered marks of ACORD Wrr 1:0.: 27052:60 teceptiMUst 7122/2013 6:37:16 AM Page I at I Coastline Windows 1018 Floranada Rd. Ft. Lauderdale, FL 333 Phone: 954-776-5827 Fax: 954-776-5829 coastlinewindow@bell; QUOTATION ❑ CONTRACT14) LEGAL OWNER OF PROPERTY . U`: � JOB SITE ADDRE,'�S `-7 CITY ZIP JOB SITE # WORK# CELLULAR # FAX # By „ i s '` PERMIT & ENGINEERING ARE INVOICED SEPERATELY READ BEFORE SIGNING. ONLY WRITTEN AGREEMENT WILL BE HONORED. I HAVE READ AND UNDERSTAND THIS CONTRACT f �COMPLETELY, INCLUDING THE REVERSE SIDE, AND AGRE TS TERMS. LEGAL OWNER OF PROPERTY ONLY DATE BUYER'S INITIALS is BUYER'S RIGHT TO CANCEL 'If this is a home solicitation sale, and if you do not want the goads or services, you may cancel this agreement by providing written notice to the seller In person, or by mail. This notice must Indicate that you do not wan! the goads or servicas and must be delivered or postmarked before midnight of the thud business day after you sign this agreement. If you cancel this agreement (within the three days) the seller may not keep all or part of any cash down payment.• ON REAR NOTICE OF CONSUMER RIGHT MATERIAL & INSTALLATION 1 50% DEPOSIT (® a o 25% DUE ON DELIVERY . OTHER BALANCE DUE ON COMPLETION ; O Please make all decks payable tD: CoastlineWindows u Windows y& Doors, Inc. T ISo s WHITE - OFFICE /YELLOW - CUSTOMER r CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YY) 07/22/13 PRODUCER JW Insurance Services 100 North State Road 7, # 106 Margate, FL 33063 Phone (954) 583-7213 Fax (954) 583-2045 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURED Coastline Windows &Doors, Inc. 1018 Floranada Road Ft Lauderdale, FL 33334 INSURER A: Canal Indemnity INSURER B: INSURER C:INSURER D: INSURER E: COVERAGES INSURER F: THE POLICIES OF INSURANCE LISTED 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. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR ADD'L INARD TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE MM1D POLICY EXPIRA770N DATE &o LIMITS A ❑ GENERAL LIABILITY 0 COMMERCIAL GENERAL LIABILITY ❑❑ CLAIMS MADE ®OCCUR ❑ GL103765 10/17/12 10/17/13 EACH OCCURRENCE 1,000,000 PREMISES RENTEDMe e MED EXP (Any one person) 5,000 PERSONAL & ADV INJURY 1,000,000 ❑ GENERAL AGGREGATE 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: ® POLICY ❑ PROJECT ❑ LOC PRODUCTS -COMP/OPAGG 1,000,000 Fire Damage Liability 50,000 AUTOMOBILE LIABILITY ❑ ANY AUTO ❑ ALL OWNED AUTOS ❑ ❑ SCHEDULED AUTOS ❑ HIRED AUTOS ❑ NON OWNED AUTOS ❑ COMBINED SINGLE LIMIT (Ea accident) BODILY INJURY (Perperson) BODILY INJURY (Per accident) PROPERTY DAMAGE (Per accident) GARAGE LIABILITY ❑ ❑ ANY AUTO ❑ AUTO ONLY - EA ACCIDENT OTHER THAN EA ACC AUTO ONLY: AGG EXCESSIUMBRELLA LIABILITY ❑ ❑ OCCUR ❑ CLAIMS MADE ❑ DEDUCTIBLE ❑ RETENTION $ EACH OCCURRENCE AGGREGATE WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR / PARTNER / EXECUTIVE OFFICER / MEMBER EXCLUDED? It yes, describe under SPECIAL PROVISIONS below ❑ WC STAT- ❑ OTH- E.L. EACH ACCIDENT E.L.DISEASE - EA EMPLOYEE E.L. DISEASE - POLICY LIMIT OTHER DESCRIPTION OF OPERATIONS / LOCATIONS I VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS *** WINDOW & DOOR INSTALLATION *** CERTIFICATE HOLDER CANCELLATION Miami Shores Village Building Department 10050 NE 2 Ave Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE NOTICE OF COMMENCEMENT R B,� s 9 9 28752 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION . RECORDED 08101/2 013 09 o 11.105 HARVEY RUVINY CLERK OF COURT PERMIT NO. TAX FOLIO NO. I 1 `®`3I I'IIAMI-DADS COUNTYP FLORIDA - T PAGE STATE OF FLORIDA- COUNTY LORIDACOUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street / address: 2. Description of improvem nt: Lowlbb "A 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder: A. Contractor's name and address: t(_..iJ G i 3,,r%y.) C- 1 5. Surety: (Payment bond required by owner from contractor, if any) Name and Address: Amount of bond $ S. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name and Address: . 8. In addition to himself, Owners designates the following persons) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and Address: 9. ExpirAon date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a diff ent date is specified) Signature of Own MY CCr, M1b-5iDN # EE018V# j� .•' EXija1E$ AWt Lt 1?, .2014 Print Owner's Nam S Cot P GM, -, Sworn to and subscribed before me this day of 20 t Notary Public:t_ \ Print Notary's Name: _ My commission expires. WITNESS my hand ad Olfioial HARVEY RUAK CLERK, of ' CO 3(o Vq -A 'a 6 38112 +firgnaw&H �. 3ro a/tet 35V l�" s �I (FAD 35r x gy�f (,3/,4 x Cg 14 A 14 Y. 5o Va.A06 i K.IL W7 Soya ,�_e-- H, 2 3r7 a booQ, 3fo x� _eev4� 3'-1 x 5o iii, M( 50 vz 37� 50 V2 14eVI"le- x l Q 11i x SegIWO- Fes-► � �� x 3l,Vi Q 'Dist "rI5 bores �+G�e� SO ?� 14 Iri Q }c f SUPJ I-CT TO COMP I r .= 1TH AlI n ury ('ULCS AND REGULIAT,' r BY. mmooaomo®®mmm.mm®mom tTL-,,�i-,b -- I "TLq iv,�ialll� shores APPROVED BY DATE ONllj\9G DEPT 13LDG DEPS SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULFS AND REGULATIMIS ;Y*Q 5 o7�j x � CATEGORY Engineering Services, Inc. Property: Kuyper 878 NE 91 Terrace Miami Shores, FL 2010 FBC/ASCE 7-10 WIND PRESSURES FOR COMPONENTS AND CLADDING 1600 S. Federal Hwy Ste 207, Pompano Beach, FL 33062 (954) 7846991 Tel / (954) 781-5708 Fox info@c5es.com / CA #25854 Contractor Coastline Windows & Doors Prepared By AS Opening ID Product Approval Opening Description Location Zone Opening Elevation Opening Dimensions Width Height Required Pressure (per ASCE 7-10) Product Design Pressure (per NOA) WINDOWS/DOORS 15 Width of Edge Strip Ott 6 (in) m Positive Negative Positive Negative (psfi 1 11-1114.04 Horizontal Roller 5 9 36 1/4 x 381/2 48.6 -65.1 75.0 -75.0 2 FL 4334 Door 4 9 36 x 80 46.4 -50.5 70.0 -70.0 3 11-1114.04 Horizontal Roller 5 9 36 3/4 x 381/2 48.6 -65.1 75.0 -75.0 4 11-1114.04 Horizontal Roller 4 9 36 1/2 x 381/2 48.6 -52.7 75.0 -75.0 5 12-0516.02 French Door 4 9 35 1/4 x 831/4 46.4 -50.5 75.0 -75.0 6 11-1114.04 Horizontal Roller 4 9 111 x 501/2 44.3 -48.4 60.0 -60.0 7 11-1114.04 Horizontal Roller 4 9 37 x 501/2 47.8 -51.9 75.0 -75.0 8 11-1114.04 Horizontal Roller 4 9 37 x 501/2 47.8 -51.9 75.0 -75.0 9 11-1114.04 Horizontal Roller 5 9 37 x 501/2 47.8 -63.4 75.0 -75.0 10 11-1114.04 Horizontal Roller 5 9 37 x 501/2 47.8 -63.4 75.0 -75.0 11 11-1114.04 Horizontal Roller 4 9 36 3/4 x 381/2 48.6 -52.7 75.0 -75.0 12 11-1114.04 Horizontal Roller 5 9 37 x 501/2 47.8 -63.4 75.0 -75.0 13 11-1114.04 Horizontal Roller 5 9 37 x 501/2 47.8 -63.4 75.0 -75.0 14 11-1114.04 Horizontal Roller 4 9 36 3/4 x 501/2 47.8 -51.9 75.0 -75.0 15 11-1114.04 Horizontal Roller 4 9 37 x 501/2 47.8 -51.9 75.0 -75.0 16 11-1114.04 Horizontal Roller 4 9 105 3/4 x 501/2 44.5 -48.6 60.0 -60.0 17 FL 4334 Door 4 9 36 x 80 46.4 -50.5 70.0 -70.0 Ultimate Wind Speed (Vea) (mph) 175 Exposure Category D Internal Pressure Coeftient (Gcpq 0.18 Directionality Factor (Kd) 0.85 Mean Roof Height (ft) 15 Width of Edge Strip Ott 6 These wind pressures have been prepared in accordance with 2010 Florida Building Code. The allowable pressures provided here (W�j are given as 0.6*Wuh, where W„a is the wind pressure calculated in accordance with Chapters 26 and 30 of ASCE 7-10 using the ultimate design wind speed (V„ h) and the parameters given herein. Wd as provided here is an appropriate load for use when: 1) Evaluating tested products for components and cladding, 2) Designing mullions, framing, and other supporting structures using Allowable Stress Design; 3) Specifying fastener schedules using Allowable Stress Design. The load combinations specified in Chapters 2.3 and 2.4 of ASCE 7-10 shall be applied. No further reduction in allowable stress shall be taken (other than load duration per Chapter 23 FBC). Emma T. Mellinger, P.E. FL PE# 50049 7/16/2013 CWD K1130716 DK DK DK DK DK DK DK DK DK DK DK DK DK DK DK DK DK s North Venice, FL 34275 M AAI RADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26" Strut, Room 208 Mimni, Florida 33175-2474 T (786) 3152590 F (786) 315-2509 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County PERA -Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revolve, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. Series "]OR -71011 APPROVAL DOCUMENT: Drawing No. 4127-10, titled. "Alum. Horizontal Roller Window, ImpacY', sheets 1 through I 1 of 11, dated 02/28/2006 with the latest revision `9" dated 10/17/2011, prepared by POT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and Ex imtion date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: kaM and Small Missile Im t Resistant. ELING: 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. '7'E MINATION 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. ADVERTISNM NT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 114630.02 and consists of this page 1, evidence pages 1r1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. auaMi nac►e coug" JNOA No.1 ] 1114.04 ►V Expiration Date: December 2 , 2016 Approval Date: February 16, 2012 Page 1 T - PGT Industri m Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer`s die drawings and sections. (Submitted under NOA Is No.'s 07-0815.09 arm.' 06-0405.06) 2. Drawing No. 4127-10, titled "Alun. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision '!E" dated 10/17/2011, prepared by POT Industries, Inc., dated 02/0112012, signed and sealed by A.nth&hy - Lynn Miller, 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 XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. -FTL-6330, dated 07/18/2007, signed and sealed by Carlos S. Rionda P. E. (Submitted undekNOA No. 07-0815.09) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" sliding window, Grade 10, per FBC 24113.2.1, TAS 202-94 and per ASTM F 842-04 Along with marked -up drawings and installation diagram of XOX aluminon horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4858, dated 03/08/2006, signed and sealed by Edmundo LarBaesPada, P. E. (Submitted under NOA No. 06-0405.06) 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 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" sliding window, Grade 10, per FBC 24113.2. 1, TAS 202-94 and -per ASTM F 842-04 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FT1,4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted tinder NOA No. 06-0405.06) Jaime D. Gasco , P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E-1 T PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by PGT Industries, Inc., dated 10/26/06, signed and sealed by Robert L. Clark, P. E. (,Submitted under previous NDA No. 07-0815.09) 2. Complies with ASTM B1300-98104 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs ('ERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to EX DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, exp#ring on .12/11/16. 2. Notice of Acceptance No. 08-0206.01 issued to Soluda. Inc. for their "Saflex HP Glass Interlayer" dated 04/17/2008, expiring on 04/17/2013. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC 2007 (with the 2009 supplement) and FBC-2010, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independence, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 3. Letter of .Adoption of as his Owr; the Work of another Engineer per Section 61015-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller, P. E. 4. Statement Ietter of no financial interest, conformance and compliance with the FBC- 2007, dated 06/29/2011, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 11-0630.02) S. Laboratory compliance letter far Test Report No. FTL -5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA No. 07-081S. 09) .iaime D. Gascon, P. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 6. Laboratory compliance letter for Test Reports No.'s FT"858 and FTL-4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed 'by Edmundo Largaespada, P. E. (Sabmined tinder NOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No. 11-0630.02, issued to PGT Industries, Inc. for their Series "HR --710 Aluminum Horizontal Roller Window — L.M.I.", approved on 08/18/2011 and expiring on 12/2112016. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: Deeeinber 21, 2016 Approval Date: February 16, 2012 E-3 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2}. FOR INSTALLATION ABOVE 30 FT. GLASS TYPES G THRU L MUST 14AVE A TEMPERED GLASS CAP. A. 5]18' LAMI CONSISTING OF (2) LITES OF IIW ANNEALED GLASS WITH A .OM DUPONT BUTACITE OR SAPLEMEEPSAPE MAXIMUM PVS INTTRLAYER. B. 818' LAMI CONSISTING OF (1) LITE OF IN ANNEALED GLASS AND (I) LITE OF UB' HEAT STRENGTHENED GLASS WITH A = DUPONT BUTACITE ORSAFLMOKEEPSAFE MAXIMUM PVB INTERLAYER C. NI18' LAMI CONSISTING OF (2) LITES OF IW HEAT STRENGTHENED GLASS WITH AN .000 DUPONT BUTACITE OR SAPLEX/HEEPSAFE MAXIMUM PVB INTERLAYER. D. 711 V LAMI CONSISTING OF (2) LITES OF 3118' ANNEALED GLASS WITH AN .060 DUPONT BUTACITE OR SAFLOOMPSAFE MAXIMUM PVB INTERLAYER 1- 716' LAMI CONSISTING OF (1) LITE OF 3118' ANNEALED GLASS AND (1) LITE OF 3118" HEAT STRENGTHENED GLASS WITH AN .060 DUPONT BUTACITE OR GARMWWWE MAMMUM PV8 INTERLAYER F. 7118' LAMI CONSISTING OF (2) L ITES OF 3110' HEAT STRENGTHENED GLASS WITH AN .060 DUPONT BUTACITE OR SAFLFOMEPSAFE MAXIMUM PVB INTERLAYER, G.13110° LAMA IG: (1) LITE OF N8' OR 3118' ANNEALED (MOV.) GLASS, 4tlV OR 318' AIRSPACE AND 6118' LAMA CONSISTING OF (2) I= OF 118' ANNEALED GLASS WITH A AO DUPONT BUTACITE OR SAFLI!YJKEEPSAFE MAXIMUM PVS INTERLAYER H.13118° LAMA IG: (1) 411 OF 118° OR 3118' ANNEALED (MAN.) GLASS. 61161 OR 3W AIR SPACE AND E116" LAMA CONSISTING OF (1) LITE OF tVARNEAMD MASS AND (1) LITE OF IV HEAT STRENGTHENED GLASS WITH A .OHO DUPONT BUTACITE OR SAFLEWKEEPSAFE MAXIMUM PVB INTERLAYER. L 1311V LAMI 10: (1) LICE OF AAT' OR 3//8'ANNEALED (MIN.) GLASS, 6118' OR 3Ar AIR SPACE AND 6116• LAMI CONSISTING OF (2) LITES OF 118' HEAT STRENGTHENED GLASS WITH AN 4W DUPONT BUTACITE OR SAFI.IMMEPSAFE MAX M II PVS INTERLAYER, J.13118' LAMA IG: (1) LITE OF 118' OR 3116" ANNEALED (MIN.j SLAM 311W OR 114 -AIR SPACE AND 7116' LAMA CONSISTING OF (2) UTE S OF 3118' ANNEALED GLASS WITH AN .060 DUPONT SUTACITE OR SAFLEWKEEPSAFE MAXIMUM PVB INTERLAYER K.13MW LAMA IG: (1) LITE OF IAF OR 3110' ANNEALED (MIM) GLASS. 3118' OR 114° AIR SPACE AND 716' LAMI CONSISTING OF (1) LRE OF 311V ANNEALED GLASS AND (1) LITE OF 3118' HEAT STRENGTHENED GLASS WITH AN.060 DUPONT BUTACITE OR SAFLEXA¢EPSAFE MA MUM PVB INTERLAYER L.13MV LAM{ IG: (1) UTE OF IM OR 3116' ANNEALED (MIM) GLASS, 3118' OR 1WAIR SPACE AND 7118' LAAO CONSISTING OF (2) UTES OF 3118' HEAT STRENGTHENED GLASS WITH AN A90 DUPONT BUTACITS OR SAPLMKEEPSAFE MAXIMUM PVS INTERLAYER 2. CONFIGURATIONS: 0m, ILO Ox 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSUREAND GLASS TABLES ASTM E 1300412 B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 130Q-02. 4. ANCHORAGE: THE 33113% STRESS INCREASE K—M NO�[' BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE CU=. 86. SHHUTCERB ARE NOT REQUIRED. 5. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL-4886. F1LA86H AND M-8330. ELCO TEXTRON NOA:04.0721.01. 03.O228A8 ANWAFBPA ND"WS FOR WOOD CONSTRUCTION ARM -2006 ALUMINUM DESIGN MANUAL S. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VEUX3TY HURRICANE ZONE (HVH4 6. FOR INSTALLATION IN THE HVI4ZABOVE 30 FT, GLASS TYPES 0 • L SHALL HAVE A TEMPERED LG. GLASS CAP. BOTH THE OP AND ANCHOR QUANTITY REMAIN UNCHANGED. N68WIW, P Omw1PLii7T80 4 mm I NMI 1 • 11 1 4127.10 NOA DRAVWNG ANAP SHEET GENERAL NOTES,«...... I GLAZING DETAILS_.„.„.., 2 DE81GN PREBSURES.....3 ELEVATIONS-- 4 VERY.SECTIONS.— 6 HoRIZ. SECTIONS...„..„«. 6 PARTSUST..._.....„«._..... 6 EXTRUSIONS.«...........««. 7 CORNER DBTAlL..,,..,.,,„. 8 ANCHORAGE..... .. 8-11 * c 140-65705 is 1k"NOM. GLASS SITE '1 6a,61,6s I —118" ANNEALED OR HEAT STRENGTHENED GLASS .060 SOLUTIA OR DUPONT PVB INTERLAYER —116" ANNEALED OR HEAT STRENGTHENED GLASS WNW. GLASS SITE 118` ANNEALED OR HEAT STRENGTHENED GLASS 0n SOLUTIAOR DUPONT PW INTERLAYER 1WANNEALED OR HEATSTRENGTHENED OL483 8118"LAMINATE13 611V OR 318"AIR SPACE U6" OR 3N6"ANNEAIM CR TEMPERED GLASS Q 13MW NOM 13116" LAMI 10 GLASS Wl 8116" LAMI 11T' NOM. GLASS SITE EXTERIOR INTERIOR { (ALL SSCTIONS) 3118"ANN AO DUPONT11� HEAT .068 SOLUTIA OR DpVB INTERLAYER 3118" ANNEALED OR HEAT STRENGTHENED GLASS YAW LAMINATED 7118° LAMINATED t3 SS 112• NOM. GLASS SITE 3%8" ANNEALED OR HEAT STRENGTHENED GLASS AM SOLUTIA OR DUPONT PVB INTERLAYER 3113" ANNEALED OR HEAT STRENGTHENED GLASS 7116"LAMINATED WWOR 114"AIRSPACE 118" a 3116' ANNEALED OR TEMPERED GLASS�O 13118" NOM. 13!!6° LAMt id (3LAS8 W/ f/16"LA ®FOR INSTALLATION INNTHE H-VHZASOVE 30 FT, GLASS TYPES G- L SHAD. HAVE A TEMPEREDTI.G. GLASS OAP. BOTH THS OP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. [ .tJ � t7/f1 I E 1NOCFIANlIFTNlS8NEE7 � li..r� ..�� tK�n_ nmrwn n PA.9QX'T87A KCKOAKB,RSQTq Irma I FUN I 2 -111 4127-10 PRO0=11019BD loamoglag�rGbllml9atGN "wwfqC.' ,W 21 . % ,•.1k 'k t No.63T05 a4 ag %� •' . STA • .�. �'` 14. XOX 1114,112,114) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS WISAME DLOARE 1" SMALLER) WINDOW I GLASS WINDOW HIS WIDTH I TYPE 20" 38" 38 318" 48" 50 818" 54" 80" 83" 64" A,B,G,H +60.0 4910 +60.0 -80.0 +80.0 -80.0 +60.0 -60.0 +00.0 1 -80.0 +600 -80.0 +60.0 6a.o +60.0 -00.0 " A,B.G,H +60.0 -60.0 +W.a -80.0 +60.0 -60.0 +60.0 -60.0 + +60.0 -1a.0 +58.8 -08.8 +86.2 -68.2 1Q8 318" ,G,H +60.0 -80.0 +80.0 -80.0 +60.0 -60.o +60.0 -80. +60.0 4 +60.0 -60.0 +55.2 -86.2 +52.3 -62.3 FOR INSTALLATION IN TIS mmAeovEao FTflLASSTYPES0- L SHALL HAVE A TEMPERED L06 GLASS OP A Aepojq QUANTITY REMAIN 108" AB,G,H +60.0 .60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -800+ 0 +60.0 -800 +84.8 -54.6 +61.7 51.7 " +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +80.0 -60.0 60 0 •-60.0 +59.5 -58.8 +83.8 -53.8 +50.8 -oo.9 I;a lE U111CAP. P " C.I +60 0 -80.0 UP TO 111„ D.E,F, J.K.L +75.n .7A n UNCHANGED. JXXO-X (113,113,113) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS WI SAME DLO ARE 1" II WINDOW I GLASS I WINDOW HEIGHT ALL HEIGHTS UP TO Be 7110" "'-'-' G,H,I +600 -60.0 TO 80 7116" D'E'F' J.K.L +75.0 -75.0 TABLE 3. 1OXAND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS WI SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW W D E 26" 36" m 48" n 84" 80" 63" 80" .G,H +75.0 -76.0 +75.0 75.0 +T5.a 76. 75.0 75.0 5.0 75.0 75.0 78.0 +T5.0 75.0 +75.0 75.0 emmsm66" A.B,G,H +75.0 75.0 +75,0 75.0 +75. 75.0 +76.0 76.0 +76.0 75.0 +75.0 •75.0 +74 2 74.2 +702 70.2 72" A,B.G,H +76.0 75.0 +75.0 75.0 +76.0 75,0 +75.0 76.0 +76.0 76.0 +75.0 75.0 +88.6 -89.8 +66.2 -66.2 k 4" A,B,G,H +76.0 75.0 +75.0 •75.0 +78.0 76.0 +75.0 76.0 +78.0 78.0 +76.0 -76.0 +68.1 •68.1 +63.8 -63,6udw*+ ' O 74" C'DE'F'+76.0 -76.0 � N°S TYPES:TEST REPORT FYL-4858 (XO)), FTL 4858 (OX & XO) ANO Fit --5330 6" LAMI - 118" A .080,1/8" Ay G.13/18" LAMI IG41W OR 31i8'A (MW.), 6/18" OR 3/8" AIR SPACE, 5116" LAMI • {7/8"A, .090,1!8A)6° LAMI - (118' A, .080.118" HS) H.1311W LAMI IG -1/e" OR 3/160A (MW.), 6/18" OR 3/8° AIR SPACE, 6118° LAMI - (1/8"A, .090,118°HS) '.+rrr-- C 8116" LAMI - (118" HS, .090,1/8" HS) L 13118' LAMI ICI -118" OR 3/18"A (MW ), 8118" OR 318" AIR SPACE, 5/18" LAMI - (118°HS, .09Q,i/8"HS)`��`0�l 1YNNj.!i�� D.7/169 LAMI - (.VlV A, .090.3!16° A) J.13116° LAMI Ki -118" OR Wi8"A (MIN.). 3116" OR 114" SPACE, 711W LAW - (3/18"A, .080, 3118"A) E. 7118° LAMI - (3116" A, .090, 3/16" HS) K. 13116" LAMI 104/8"0113/16% (MW.). 3/18° OR 1/4' SPACE, 7/16" LAMI - (3li6'A, .090.311WHS) ; * H0 667oS F. 7116" LAMI - (3116 HS, .090 3/16" HS) L. 13118" LAMI I03-1/8' OR VIVA (MW.. 3!18" OR 114" SPACE, 7116" LAMI - 3/16"HS..M. 3116"HS)I� v J-1 t : J.d tanTlti F THI88tfEHf gTpTHQF � x wioTesfe�oovofwe D lONPRES3LJRES yO.P'• Roto.. C9��'� JR �M/!1 CAPiG9F a TE NOROMI8,PL741itl "" �� ` FK O&W 0 WTEQRA RV 0P=& T8ABTMBt DPe NCK n e Vl tblyaeuer _4 ALilt4t HOR/ZOMAG R01lER ENDOW IMPACT �''a Stp �`�• ,, . , „", ;;Io NT3 3 - ii 4127-10 E vesearoa 27 aw MAX OLD VENT 57 3w MAX DLO ALL FIRED Ln'ES 110" MAX W:DTH I.F. FRAME DETAIL 8 - XOX (1/41/2.1/4) 33 Bn8° MAX. 399118' MAX. DLO FIXED C DLO VENT I f I _ I _ as 7118" MAX WIDTH I.F. —--I 711V MAX. WIDTH a=LANos FRnnR DETAIL C - XOX (113-113.1/3) NOTE: 1. SEE SHEET 6 FOR VERTICAL AND HDRR.DNTAL SECTION OF -TAILS, MAR. SEALANT OR GASKET FLANGE AT HEAD AND SUI. FRAME ALL 16 �. CONFIO. MAK OLD ALL 16 W. FRAME VENTS 82° MAR. ` I.F. FRAME ALL f D D 1'd j FLANGE FRAME ry, C DTH I.F. FRAME VIEW D -D J S'�;.• �aatlsg'' �CA ��. HFLANGE (FRAME CORNER CONSTRUCTION) ` / 110 - DETAIL A - OX OR XO 44f '10110tV IND , tmwqs PM,orai3aux3�ov ELEVATfOA15 ~'.;'.c+�; • .oa.a�: C9, nv� c r a „�, ZAK HORIZONTAL OLLER WINDOW IMPACT �'16NONAL�10" PA Hptt iL�ms Vbft Bray NATIO lYT:3 4 + ii Ai27-t0 E A.lakio PA P 1/287p8 J1 3 mpasam MAX I I HEIGHT FLANGE FRAME MAX '%. SECTION C -C (VERTICAL SECTION, FLANGE WTERIOR MAX. FIXED DLO - MAX. WIDTH (FLANO6 ROAM 9@ SECTION B -B 17 (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) i+— MAX. FRED DLO --4 I-- wx VENT DLO ----4 MAX. WIDTH (I.F. FRAME) woR SECTION A A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) SILL SECTION, I.F. FRAME) HEAD (VERTICAL SECTION, I.F. FRAME) MAX. VWT DLO tiaras �'�•. I of C ADD IMECRAt lTEM1W A7 AND AND P R 9Q1I167B xoxosao n srn� + � MY* HeN' S a ii �4i27=iQ � A L asoemos ae FJC '?/JZNiB J — -- — a a 2.784 .082 1.888 OI.F. FRAME JAMB #4141,8083-T8 2.710 2.021M=== L -�4 .08L q7 I.F. FRAME HEAD 04138,0083-T0 L 1710 —j 42 I.F�F ME SILL. #4140.8083•T8 '�� • •Ida 88708 4c�'• 4 •. 'a STA OF •',/E I as I wsu7 f e -- - -- — ---- - - - •� �n And��tsate Ngm4 w ar JV73 8 • 11 MSTO.. .902 1. 73 I t H--2710 �} FLANGE FRAME HEAD #4102A,6083.76 --cif•+-682 .480 L J 1-+-1.4611.4 SASH STOP �J #4026,1100-T6 .082 J-+1.94 29 SASH TOP & BOTTOM RAIL #4133,5053-T6 0W 1.055 Fj 5A GLAZING B .6116' 044B(USEDWl�O TKIT) V FLANGE 04136FRAME SILL V .8089 Te 4`37 1 .46 O HORIZ. ROLLER TRACK 194131. 6063.75 2479 ..«.I 1.081 32 SASH MTG. RAIL 44908D.6083H9-TB .576 1.066—I + T 55 GLAZING BEAD 7/16- 04222& 6003•TS rmK' 8 4 1.187 �-�— • 3 FRAME SILL ADAPTER 1.Eva— .414- 17 FIXED MEETING RAIL #4W4B, BMHD•16 2 i .9 .2ui+-1 37 SASH SIDE RAIL. 04128, 0003•TS I Aso -- 1.116—i -T 58 GLAZING BEAD. 7118" #9803-75 (USUW1 aR K11) P.940 .� A43+I� O SASH STOP COVER 04053.8059 T8 I-*�-2784—I i .062 13 FLANGI; FRAME JAMB #4002A, W63-70 7 050 1.088—�-�---►-� �! GLAZING B1 S/18" �.! #40309,5063•TS rcu�ucrn6�nsan �� yhpv"dwilmWa t A No + .080 -1113 1,007 G9 GLAZI�O�EAD.13H8° %111 fit, •�,` oNy.LY. *' Na 86706 C7 '•.�lcQ� 7 + 11 ANCHORTYPE4 2.3, WOOD 2, CONC 1. COND S SUBSTRATE F ZO -fa WNES WAMOIN SIZE HEAD a SILL HL'RD a SILL HEAD a SI<L , v )j it — 63.126x38.378 1+C2+1+C2+1 2 14C2+1+02+1 2 1+C2+1+C2+1 2 48.000 11C2+1+C2t1 3 1+C2+1+(2+1 3 1+C2+1+C2+1 3 WAV( 1+C2+1+C2+1 3 1+C4+1+C2+1 3 1+CZ+1+C.2+1 3 64.000 1+C2+1+C0+1 3 1+C2+1+C2+1 3 1+CZ+1+C0+t 3 MM 1+C2+1+C2+1 3 1+C2+1+C2►1 3 1+C2+1+C2+1 3 IMIXIC 1+C.2+"C2+1 3 1+10+1+02+1 3 1+C2+1+C2+1 3 00A04x 38,3x6 1+p+1+02+1 2 1+10+1+121-1 2 1+C2+1+C2+1 2' 46.000 1+04+1+00+1 3 1+C2+1+C2+1 3 1+C2+1+CZ+1 3j 6D.826 1+10+1+C2+1 3 1+C0+I+C2+1 3 1+CZ+1+C211 3 64.000 •ItC2+1+C2+1 3 1+CZ+1+C0+1 3 1+(0+1+C1+1 3 BR000 11-00+1+C0+1 3 1+C2+1+02+1 3.1+C2+1+02+1 3 ftm 1+10+1+02+1 3 1+CZ+1+00t1 3 1+02+1+CZtt 3 74.00Dx 38.378 1+C2+2+C2+1 2 1+CZ+1+02+1 2 1 1+C2+2+C2+1 2 40A00 1+C2+2+02+1 3 1+C0+1+CZ+1 3 1+C2+2+C2+1 3 WAV( 1+00+2+(0+1 3 1+Ca+1+C.2+1 3 1+C0+2+C2+1 3 84.1210 1+C2t2+02+1 3 1+C2+t+C2+1 3 1+C2t2+C0+1 3 60.000 1+C2+2+C2+1 3 1+00+1+C2+1 3 1+C2+2+C2+1 3 83.000 1+C2+2+C2+1 3 1+CZ+1+C2+1 3 t+03+2+C3t1 3 84AWX 30.376 1+C2+2+C2+1 2 1+C2+2►C2+1 2 1+CZ+2+CZ+1 2 4(1.000 1+C2+2+C2t1 3 1+C0+2+C2+1 3 1+C2+2+C2+1 3 80.828 1+02+2+00+1 3 1+t0+2+02+1 II T+02*2+C2+1 3 64000 1tC2+2+02+1 3 1+02+2+02+1 3 1+02+2+02+1 3 80.000 1+C2+2+C2+1 3 1+C2+2+00►1 3 1+C3+2+03+1 3 6=0 1+C0+2+CZ+1 3 1+C2+2tC2+1 3 1+C3+2tC3+1 3 10%378 38.376 1+C2+2+C0+1 2 1+00+2+C2+1 2 1+C2+3+C2+1 2 4§&W 1+C2+3+C2+1 3 1+02+2+C2+1 3 1+ ► 3 ii0.nt 028 0Y+3*C1+131+C2+ 1+p►3+p+13 KOW 1+C3+3+C3+1 3 1+C2+2+ -3 00.0001 1+pt3+0:3+t 3 1+p+2+C2+1 9 1+G *3+C4+1 3 �03A00 1+p+3+C3+1 3 1+C2+2+C2+1 3 I 1+CO3+134+11 60.826 't=4* 0+1 3 1+02+2+(2+1 1+C3t3+03+1 3 64A00 1+0;3+3+03+1 3 1+02+2+00+1 3 1+ 3 00.000 1+03+3tp+1 S HC2+2tC2+1 3 1+C4+3tCA+1 3 03JI00 1+03+3+p+1 3 1+CZ+2t(2+1 9 1+C4+3+CA+1 3 TAOLF-4 NOTES: GLASS TYPES VE, NL 2.3, WOOD 2. come 1. CONC 1,N ELCO T 8 2 -1t4' 8LC0 334 CRET&FLEX 3.212 STEEL tiEVdB (OBj MNES 2. INSTALLATION IN THE HVHZ AS OVE 30 14AD8SW. HEAD6QU- HEAGLASS TYPESD6SIU. 1 0,_VS"A) OR INSTALIATIFr.GLASSTYPES©-LSHALI.HAVEA 1+M+1+03+1 2 1+C2+1+t3+1 2 t+C2+1+C2+1 2 C. Shin LAM- 1(S' MS,=,141" HS) TtJ1APBRtD7 LO. GLASS CAP. BOTH THE OP AND CIL 7116" LAAO-(3116'A.=.3118'A) ANCHOR QUANTITY REMAIN UNCHANGED. 1400+1+02+1 3,11+=042+11 131+C2+2+C2tl 1+(011+02+1 3 E 7116" LAW -(3118' A.W. 3116' HS) t+C2+1+C2+1 3 1+C2+1+C2+1 1+CZ+1+C2+1 3 F. 7116" LAM - (3!16" HS, m, aw Hs8)j 0.13116'LAM 10-118 OR3M6"A(MIN.),6MWOR318'SPAd2:,5116°LAFA-(116"A,.080,18'A) t+C2+1+C2+1 3 1+C2+1+C0+1 1+C2+1+02+1 3 H.13M0' LAMI IG - V6' OR 3/16'A (MRN.), BMW OR3V SPACE, 6M6'L4W -(111° A,,00, 11W HE t+CZ+1+CZ+1 3 1+C2+1+C2+1 1+C2+1+10+1 3 J.IW LAW O-1t8"OR3116'A(M�In3t16'ORV4 SPACE, 711B•LAW -{3t1('A,.000,3M6'A)) 1+CZ+1+C2+/ 3 1+02+1+C2+1 1+C3+1+C3+t 3 L. 3118' LAM] O 116' OR SMS' A (MAN.), 3116.OR 110 SPACE, VI8' LAM(-MKL 311V OR V4` SPACE, Mir LAK ((311(r HS,.No. 3116` HS i+C2+t+Q+1 2 1+02+1+00+1 1+G2+2+C2+1 2 ) 1+C1+1+00+1 3 1+C2+1+ ,02+1 3 3. WINDOW ANC HOR QUANTITIES ARE PER ADJACENLT L6AND BASED ON THE FOLLOWING ,i..n..,...,... a ,�...,.,,...e,., n ....,..,�e.a., a pp41EyBIn+ae FAa ;►u,.,,e, nr. ea...-u,='+1:i,.>:t'ER WINDOW IN TABLE. HEW d SILL: 1D 112' MAX. ON EACH SIDE OF MEETING RAIL CI 26 374' MAX. FROM CORNERS. JAMBS: 6" MAX. FROM CORNERS AND 22112° MAX. O.C. 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 �3+1 3 __ ICHOR QUANTITY PER JAMS HEAD AND SILL ANCHOR QUANTITY, A C 11LUff R QF (3) ANCHGgS 2A1TERED AT EACH MEETING RAIL PLUS ANCHQR AT EACH OPERARLE VENT PLUS (4) ANCHORS AT FOMO SEOTION. (12) ANCHORS TOTALAT HEADAND w.L (3" MIN. O.C. ANCHOR SPACING) 2B3J4°ttla�L MAN. � . . . . MTG.RAIL,TYP. EXAMPLE CLUSTER W1 QTY, OF (3) ANCHORS 3 ltC2+2+C2+1 3 1+02+2+02+1 31 3 1+00+2+0+1 3 1+C3+2+p01 3 3 1+(0+2+00+1 3 1+p+2tp+1 3 3 1+C2+2+M+l 3 1+4+2+03+1 3 2 1+02+2+02+1 2 1+02+3+10+1 2 3 1+CZ+2+C2ti 3 1+C3+3+C3+1 3 3 t+CZ+2+C2+1 3 1+C3+3+03+1 3 3 i+C2+2+02+1 3 1+C4+3+C4+1 3 3 1+C2+2+C2+1 3 1+04+3+C4+1131 3 t+C2+2+C2+1 3 1+C4+3+C4+1 3 2 1+00+3+00tl 2 1+C2+4+C0+1 2 3 1+10+0+0211 3 1+C3+4+C3+1 S 3 1+pt3tC3+1 3 1+p+4+C3+1 3 3 1+CSt3+00+1 3 1+04+4+04+1 3 (SHOWN IN TABLE KEY ABOVP 26 ata' MAX. 1112 TYP. 0,REF. 1 MT0.RAIL,IYP. EXAMPLECLUSTER OF t41CHORS 4 1+C2+3+C3+1 3 1+C4+4+C4t1 3 4 1+C4+3+G4+1 3 1+06+4+00+1 3 3 1+C2+3+C2+1 2 1+C2+4+C2+1 2 3 1+C1+3tC2+1 9 1+10+4+03+1 3 3 1+03+3tC3+1 3 1+C3+440+1 3 3t1+0114+CA+1 3 1+133+3+1331-11131+04+4+04+1 3 441113+14113 s+tS+4+c6ts a it'• 11p, :* STA EOF�_' A; .-„ FJG. 4/tBM1 a CtPi>ATSTASLR464TEG1VALpF8t7uE1OMfCFCOfCCr1PAt10 Pn x1 ,,,,� ,,� rrr aae NCxOM .F49+k14 1R,lb(/HettaP iW700 >� 9 • t1 4LT!•iQ E ILLYYp1"wmP.E. &SLUISTRATE I ZONES ZONES ZONES I ZONES ZONES ZOi N WiNcoW 817E HEAD & SLL HEA08 SILL HEAD a BILL HEAD & GML HEAD & SILL HEAD a w v u 48.000 60.616 84.000 68.000 45.000 80.8x6 61.000 60084 46.000 1+C2+1+C2+1 3 1 i+C2+1+M+1 3 1+C2+1+C2+1 3 amen 1+C2+1+C2+1 3 1+CZ+t+C2+1 3 1+C2+1+C2+1 3 64.000 1+5+1+C2+t 3 1+C2+1+C2+1 3 1+C2+14C2+1 3 CA00D 1+C2+1+C2+1 3 1+02+1+CZ+1 3 1+C2+1tC2+i 3 63.000 1+C+itM+i 3 1+C2+1+CZ+1 3 1+C2+1+C2+1 3, 36.378 t+C2+1+C7+1 2 1+C2ri+C2+1 2 1+C2+1+C+1 2 40.040 1+C2+1+O2+1 3 1+C2+1+C2+1 3 1+C+1+C;2+1 3 60.828 1+02+1+C2+1 3 1+C2r1+C2+1 3 1+C2Z+1+C2+1 3 61000 1+C2+1+CZ+1 3 1+C2+1+CZ+1 3 1+C2+t+C2+1 3 80.000 1+C2+1+C2+1 3 1+C2+i+C2+1 3 1+C2+1tCZ+1 3 03000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+Q+1+C3+1 3' 30.3711 1+C2+1I+C x+1 2 1+C+1+C2+1 2 1+C2+1+C2+1 21 40.840 1+C12+1+01+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3. 60.87 1+C2+1+C+1 9 1 1+C2+1+C2+1 3 1+C2+1+C:1+1 i Mall 1+C2+1+C2+1 3 1 1+C2+1+C+1 3 1+C2+1+C:2+1 3 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 lfi1.040 1+C2+1+C2+1 3 1+C2+1+C2+1 y 1+C3+1+p+i 3 33,376 1+C2+1+C2+1 2 1+C2+1+M+1 12 1 1+C2+i+C2+1 2 40000 1+C2+i+tj+1 3 1+CZ+1+M+1 311402+1+02+1 3 80.826 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+i+CZ+1 3 84000 1+C2+1+C2+1 3 1+M+I+CZ+t 3 1+C3+1+C3+1 3 00000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+CO+1+C3+1 3 &= 1+C3+1+C3+1 3 1+C2+i+C2+i 3 1 i+COr1+C3+1 3 30.376 1+M+1+C2+1 2 71+C211+C2+1 +1+Cf3l*C3+1+CS+l +1+C2+1 2 48.,003 1+CZ+1+CZ+1 3 +t+C2+1 3 80.079 1+C2+1+C2+1 3 +1+Ct+1 3 64.000 1rC2r1fC2+1 3 *i+C3+1 3 So= 1+C+1+C2+1 3 t+C2+11133 3 i+C2+i+C2t1 3 2 1+C2+1+02+1 2 3 1+C2+1r02+i 3 3 1+C2+1+C2+1 3 3 1+C2+1+C2+1 3 3 1+C2ri+Citi 3 3 1+C+i+C2+1 3 2 i+C"d+ +1+(R+1 2 3 1+C2+1+C2+1 3 3 1+C2+I*M+1 3 3 1+C2+1+C2+1 3 3 1+C2+1+Cx+1 3 3 1+Ca+1+C2+1 3 3 1+C,2+i+C 2+1 2 3 14C2+1+02+113 3 1+C2+1+C+1 3 3 1+C8+1+C+1 3 4 i+C3+i+m+1 3 NOTES: 1. ANCHOR TYPES: 1- tri* ELCO TAPCONS 2 -114' MM Sao CRETE -FLEX 3-/M2 STEEL SCREWS (G6) 2. GLASS TYPES: A. 616' LAMA - (1AV A,=. V8 -A) O FOR INSTALLATION M THE KIM ABOVE -:F- 8, 6116- LANU - (IV AJM, 11V BOVE:8.6116-LAMI-(IVAA80,118' HS) FT. GLASS TYPES a-LSHALL HAVE A a C. BMW LAW - (113' H3o080, U` HS) TEMPERED LG. GLASS CAP. BOTH THE OP AND 3 D. 7A 6'LAN -(3AWA..081),3P16'A) ANCHOR QUANT17YRENWNUNCHANGED. 3 E. 7116' LAMI -(3)16' A,1100, 3118' HS) F. 711W LAMI- (3118' H8.060, 3118" HE 3 G. 1311W LAN IG - lff ORVMWA(MI Nj,8118' IRaM,SPACE rdl(rLAMU•(119'A„tlM,11WA) 3 H.13118"LAM 10-118'OR311WA(MIN.Lf1118.OR3W SPACE, SFIWLAMI-(1/8"A,000,IVNO) I. 13116" LAMI IG -1/8' OR 3ML1-A (MIN h BMW OR318” SPACE, SMS•LAN -118' HS,.M, 'Ile' Ha) 3 J.13116"LAMI10-19rORWIS'A(MIML MirORV4' SPACE. WIS'LAMI-(JM6•A,AM3/i8-A) a K. 13MV LAM 10.1W OR Mr A (MIN.), 3/16' OR 1/4' SPACE, 71W LAIM -(3118' A,.080, 3116' H 3 L.13116'LAMIIG-118-OR31t8'A(MIN.),3MWC)R1/4'SPACE,7/16"LAMI-(M(rHS,AM3M8'�) 3 3. WINDOW ANCHOR QUANTITIES ARE PERADJAOENT TABLE AND BASED ON THE FOLLOWING 3 OM03NSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGM WINDOW IN TABLE. 3 3 HEAD & SILL: 101W MAX. ON EACH SIDE OF MEETING RAIL CENT UUM 8 26 Ur MAX FROM CORNERS JAMBS: S" MAX. FROM CORNERS AND 22111' MAX. O.C. 3 TABLEI(HY: 3 X 3 1+C3f1+C3+1 3 CHOR OLJ1iNTITY PERJ1ChlB 3 3 HFAD ANO SILL ANCHOR QUANTI77 2 A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEFTQIG RAIL. PLUS (1) 3 ANCHOR AT EACH OPERA84E VENT 3 PWS (1) ANCHORS AT FIXED SECTION. 3 (8) ANCHORS TOTAL AT HEAD AND SiLL 3 (3" MIN.O:C. ANCHOR SPACING) 2 3W MAX. 3 3 V REF. a 3 tnonucrnxvt6so 2 MTG.RAiL,TYP. msaU1�WoNIuW'< EX 3 AMPLE CLUSTER. W/ QTY, OF (3) ANCHORS N, 3 (SHOWN IN TABLE KEY ABOVE) 3 3 86314'110% 4 11rTYP. tttlll! I+-3"MIN. 8 1—t L�tyY LYN,V dl/ z", 3 1 �11r: evt� 3 _ _ _• Na 68708 .. n EXAMPLE CLUSTER W/ QTY. OE (4) ANCHORS ? FG r4tB.-__ tPDAT8TMLEVAISOE0RCOJFLe+a4 T L1B—ill 06LYNPA AS8 sit 4Y -11° F snV B PFJaeroo ANCHOR TYPE S, SUBSTRATE GLASS TYPE A ,0 2,3, WOOD A CON 1, CONC XONES ZONES L _ GLASS TYPES Ca.E.F.I.-m ,3, WOOD A CONC 1, CONC E1 7.ONE5 IVvrt±.`3: 1' -1W' ELCO TAPCoNS 2 -111f' ELCO 884 CRETE FLEX 3.812 STEEL SCREW$ (" 2.G IrLAM "- FORINSTALLATIOAIINTHI:HYH2ABOVE3p O, WIS" � - `j18-^ o B` H3) PT. OLABS TYPES o • L BHaLL HAVE a D. 7118°LAMI-(3MS`A,A%3M8'A) TEMPEREDLANCHORC06GLASS Ra4TA0 UNc EOPAAND E. 7116" LAMI • (311WAo(=, 3115• HS)D. F. 7118° LAMI.OMW HSl 3ry5" HS) G.13115• LAMI III IA " OR VIVA (NN.), SI18.OR 315• SPACE, WIS" LAW - (115"A„M lAr A) H.13h8'LAMIIG-tWOR3N5"A(MIN.),fina-OR3rSPACE,Sf16•LAMI-{U8•A ow.1i8•HS) 1. 13M8'Uth91G-118.ON3116'A MIN.), S/f8'OR3t8'SPAC anrLAMI- t18'H8,M,its-ma) .L 1311V LAND IG - f!S" OR 3MW AOM), 3118' OR 114 -SPACE, 7110 LAM - WIS' k090, 3116-A) L 31j6• LAI4IU ILi-118° OR 3118'A {MAOI SMB"OR fold` 8 , 7M8" LAMI e' Fis,pBD y1g Sj g} 3. IMISIDOW ARE PER ADdgCENTTASI B D BASED ON THE FOLLOWING DI WIQDOWINTABLE. HEAD & SIl4: 10 IW MAIL ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 3W" MAX. FROM CORNERS. .IAMBS: 8" MAX. FROM CORNERS AND 22111' MAXCLQ WINDOW SIZE v 97.000 38.378 �! ani w w y N aI ro G, ,4 as oe oy ,d„ +C2+1 2 1+C2+1 2 1+02+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 80. 84.000 50.000 53.000 1+02+1 3 1+C2+1 3 1+C2+1 3 1+62+1 3 1+02+1 3 1+C2+1 3 f+C2+1 1+C2+1 3 02+1 3 1+C2+1 3 +C2+1 3 1+02+1 3 1+C+1 3 +C2+1 3 1+02+1 3 1+C2+1 3 1+( +f 3 1+t".2+1 3 1+03+1 3 1+02+1 3 i+C2t1 3 1+C3+1 3 1+C2+1 3 1+01+1 3 1+03+1 3 1+02+13 t+02+1 3 Z91 3 18 000x38.376 48,000 Sol 84.000 60.000 asmn 1+02+1 2 1+02+1 2 1+C2+1 2 1+C2t1 2 1+C2+1 2 1+C2+1 2 1+02+1 3 i+G2+7 3 1+02+1 3 1+02+1 31+C2+1 3 1+C2+1 3 1+C2+1 3 i+r,2+1 3 1+03+1 9 1+a+ 3 1+02+1 3 1+C3+1 3 1+C2+1 3 1+02+1 3 1+C3+1 3 1+C2+1 3 1+02+1 3 1+03+1 1+03+1 3 1+02+1 3 1+03+1 3 1+C3t7 3 1+C2+1 3 1+C3+1 3 zt 4 - 1.,,-..1 X 38.375 48.00o 60.825 64.000 80.000 83.080 1+02+1 2 1+CZ+1 2 11+C2+1 2 1+C2+1 2 1+02+1 2 1 1+C2+1 2 - 2+C3+2 OR QUANTITY Pea JAMB BEAD AND SILL ANCHOR OUAN7lT1E8 A CUMM OF (3)ANCHORS "-" CENTERED ON THE MEETING RAI. PLUS (2)ANCHORS AT CPERASLE VENTANOPMEDSECTIOM (7) ANCHORS TOTAL. AT HEAD AND 88.L. (3" M" O.C. ANCHOR SPACING) �F—t-153f4"MAX Ir i( O t MTG. RAIL EXAMPLE CLUSTER W/ QT y OF f 31 ANCHORS (SHOWN 1N TABLE KEY ABOVE) 8 314" MAx, --.-(-1'�'�• -�}I(+5'MIN' �-I— �S O DWAPLE CLUSTER W1 QTY. OF (4) ANCHORS 1+02+1 3 1+C2+1 3 1+03+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+02+1 3 1+C2+11 3 11+C3+1 3 7+C2+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 t+C2+1 3 1+C3+1 3 1+C3+1 3 1+02+1 3 1+03+1 3 1+C3+1 4 1+02+1 3 1+C3+1 3 f+C3+1 4 1+C2+1 3 1+03+1 3 1+C3+1 4 1+C3+1 3 1+04+1 3 1+03+1 d 1+p+1 3 1+C4+1 3 1+C2+1 3 1+C2+1 2 2+C2+2 2 1+C2+1 3 1+C2+1 2 2+C2+2 2 x 38.375 48.000 80.825 54.000 SO Q00 83 000 1+C2+1 3 1+C2+1 3 2+C3+2 3 1+C2+1 3 1+C2+1 3 2+C3+2 3 1+p+1 3 1+C2+1 3 2+C3+2 3 1+C3+1 3 1+C2+1 3 2+03+2 3 1+03+1 4 1+C2+1 3 2+03+2 3 1+C3+1 4 1+C2+1 3 2+03+2 3 1+03+1 d 1+C3+1 3 2+C4+2 4 1+p+1 4 1+C3•F7 3 2►C4+2 m�� r abowpkdh Nu p1 �0 �8! 1+C3+1 4 1+C3+1 3 2+ +-2 4 i+C3+1 4 1+03+1 3 2+C4+2 4 2+C2+2 3 1+C2+1 2 2 3 2+C2t2 3 1+C2+1 2 2+C2+2 3 X 38.376 48.000 50.825 54.000 80 000 53 000 2+C2+2 4 1+C2+1 3 2 3 2+02+2 4 1+C2+1 3 2+03+2 3 2+03+2 4 1+C2+f 3 2 3 2+p+2 4 1+12+1 3 2+C3+2 3 2+03+Z 4 f+CZ+1 3 2 4 2+C3+2 4 1+C2+1 3 2+03+2 4 2+03+2 4 1+G3+1 3 4 2+03+2 4 I+C3+1 3 2+Cq+2 4 1+03+1 4 1+p+1 3 4 Z+C3+2 4 1+p+1 3 2+04+2 4 2+C2+2 3 2+02+2 2 3 2+C2+2 3 2+02+2 2 2+02+2 3 JGA4+24 x 33.376 48.000 50.525 61.000 80.000 63 000 2+p+2 4 2+02+2 3 2 4 2FC3+2 4 2+C2+2 3 2+C3+2 4 % LFLI �� '�Y • 4�u '',�. td°• 84769 m F"':'c, %�,''. o ,. ��.• rrrr r tt ti� " Pa 2+03+2 4 2+02+2 3 2 4 2+C3+2 4 2+C2+2 3 2+p+2 4 2+p+2 4 2+C3+2 3 4 2+C3+2 4 2+C3+2 3 2+C4+2 4 2+03+2 4 1+03+1 3 4 2+03+2 8 2+p+2 3 2+Cri+2 4 2+C3+2 4 1+p+1 3 4 2+04+z 5 Ntllll 4 2+C4+2 s x fNt7t11 F NOGiUWOI*itR35!lEET tmolearwawornxwa D AJ7SE018CAPTDe6'TFNPMED +3Q8fNOT$ NoK=5,FL=N a rxaraec�slo asI'LECtYAWEBGtlE1L7MICitORrJIP. ao agxtme J,4am MAWaacaMm.FL�1v� = — AAtCHORAGESPACINQ OXANDXOWINDOW3 n. ALUAL NQRLZONTAL ROLLER WINDOW IMPACT 9lMlif u+cm� R e VtdWaermr 'r' +r.+sb owro NTS 10 � ft 4f27 -f0 E I 34• MIM. W.A..'rye'. MIN. 3,4 KSI 2X WOOD BUGS, MIN NOTB82 .~•••.. 1. FOR CONCRETE APPLICATIONS IN MKW-DADS COUNTY. USE ONLY MIAMI"DADE COUNTY APPROVED 114• ELCO CONCRETE . �- - .— �- NOTE 3 13Ar TAP= FJ WED 1318' MIN. OR 114' SSA CRETE FLEX EMBEDED 1 W MIN» MINIMUM 13MTANCE FROM • j' ;: ;y : . NOTE MIN. ANC HOR TO CONCRETE EDGE IS 1314: FLATHEAD ANCHORS MUST SE #12 TRIMFIT HEAD. ix WOOD i +•--j, I N OR 2, FOR WOOD APPLICATIONS IN MUI -DARE COUNTY. USE #12 STEEL SCREWS (GB) OR 114" 684 CZWM FLEX WITH BUCK, i 012 TRIMFR' HEAD. NOT$3 -T PER NOTE 1 (3.4 KSI CONCRETE) NAIL 11- 114° 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1k.ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1!2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLID DIRECTLY TO BOUD CONCRETE, MAX MAX. WOOD BUC KS OEPICTED AS 2KARE 1 U r THICK OR GREATER. INSTALLATION TO THE SUBSTRATE O WOOD WOOD SHIM SHIM EUCK$ TO BE ENewEBREO BY OTHERS OR AS APPROVED BY AUTHORITY HAYING JURISDICTION. CONCRETE WOOD 1!4" ANCHOR, ANCHOR. Sup"waQo No 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF BUS345AN13 A MINIMUM NOTE 1 DgI81L A NOTE 2 DETAIL 8 ' OF 118° THICK. THE ALUMINUM STRUCTURAL MEMBER SHAD. BE OFA SIZE TO PROVIDE FULL SUPPORT TO THE '' WINDOW FRAME SIMILAR TO THAT SHOWN B4 THESE DETAILS FOR 2x ftCD BUCKS. THE ANCHOR SHALLSE A Comm TYPICAL FLANGE FRAME HEAD SECTIONS + MW E.O (H&AD a SILL DETAB.S A, B. O, D, a H) #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THEME CRITERUTARE MET, THE RESPECTIVE DESIGN PRESSURES ANDANCHORAGE SPACING FOR ANCHOR TYPE 2 MAYBE USED. 1wmx 14" SNIM 1318' 114` MAX BRIM 11/4° MIN. 8. MATERIALS. INCLUDING BLIT NOT LIMITED TO STEEL SCREWB, THAT COME INTO CONTACT WTTH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE: CONCRETE MIN WOOD DETAIL H (HEAD) its= CMU) ANCHOR ANCHOR, !• OR NOTE2 PER NOTE 1 (3.4 KSI CONCRETE) NAIL .131 Did MIM, x 21/1• PXOD� pAvIsto WOOD CONCRETE maartgd� wNhflmPJocbla 1!4" ANCHOR, NOTE 2 TYPICAL DETAILS G, H 8 L Sup"waQo No ANCHOR, NOTE 1 MAX. SHIM ' 1314* R OR INTERIOR c5 '' SEENOTE1 1NAILING Comm + MW E.O (H&AD a SILL DETAB.S A, B. O, D, a H) D R '- r ,''•3� ... TYp. 24 WOOD BUCK NOTE 3 1x WOOD BUGS, NOTE 3 INTERIOR DETAIL DETAIL E DETAIL F (JAMB DETAILS E, F a 11 TYPICAL FLANGE FRAME JAMB SECTIONS EXTERIOR 15 _ 'kF r • pM,� CONCRETE WOOD DETAIL H (HEAD) ANCHOR ANCHOR, NOTE NOTE2 NAIL .131 Did MIM, x 21/1• PXOD� pAvIsto AT CORNERSAI�IfrCIC maartgd� wNhflmPJocbla 1!4" 1p}° TYPICAL DETAILS G, H 8 L Sup"waQo No MAX. SHIM MAY. 8H1M '' SEENOTE1 1NAILING Comm D R '- r ,''•3� .? BE: NAILING �'y{cEN3F••.,�•'i MIN.3.4KSI 2xW000 � + ,, �� CONCRETE D AIL C BUCK, DETAIL AIL Q DETAL G (SILL) DETAIL I (JAMB) _ 'kF r • pM,� NOTE 3 s,• TYPICAL FLANGE FRAMESILL SECTIONS TYPICAL INTEGRAL FIN FRAME SECTIONS y a117�:� '•.FlonwP. i� S ' �is10N ra 1wirAl f3 NOS#IANDCzTNJBSHEEt JR I a A cmMuA �Tld9SNEET O 1WfItEWINL116Y0MB rm�omsuoaxlgsma Pic AWCHORAGEDETAILS HORIYONT'AL ROLLER MNQOIN IMPACT smammmon a ALUM %%% F - • waro>• c o.m JawrS Trt+tb;pBarra 1fA7f0 Haff 11 a 11 4t %10 E A L Pao um P8 T MIAMI- DADE MIAMI—DARE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-•2599 ]1j()TrCE nF ACCEPTANCE (NOA) wwM.miamldade.eav/development/ PGT Industries North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dada County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Co the High Veloei DESCRIPTION: Series "FD -101" Outswing Aluminum French Door w/ wo Sidelites -- L.M.I. PROV DOCUMENT: Drawing No. 11005-1, titled Series "Alum. French Door & Sidefites, Impact", sheets 1 through 10 of 10, dated 02/22/07 with revision `W dated 08/14/12, prepared by manufacture, signed and sealed by Lynn Miller, P. E., bearing the Miami -Dade County Product Control Section renewal stamp with the Notice of Acce tante number and expiration date by the Miami -Dade Coon r uct Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABSMG: Eac-ft umt shall ear 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 No. 11-1013.22 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 Jaime D. Gascon, P. E. rsu�rit naoa cout.n �r NOA No. 12-0516.02 Expiration Date: e o , Approval Date: August 30,2012 Page I PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 11005-4, titled Series "Alum. French Door & Sidelites, Impact", sheets 1 through 10 of 10, dated 02/22/07 with revision "D" dated 08/14/12, prepared by manufacture, signed and sealed by Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an Aluminum outswing French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6864, dated 04/02/12, signed and sealed by Marlin D. Brinson, P. E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an Aluminum outswing French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5212, dated 05/05/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 07-0629.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBG -2007 and FBC-201 0, prepared by manufacture, dated 10/11/11, signed and sealed by Lynn Miller, P. E. (Subrnilled under previous NOA No. 07-0629.10) 2. Glazing complies with ASTM E1300--02/ 04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 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. Jaime D. Gascon . E. Product Control Section Supervisor NOA No. 12-0516.02 Expiration Date: October 18, 2017 Approval Date: August 30, 2012 E-1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and complying with FBC 2010, issued by manufacture, dated 05/14112, signed and sealed by Lynn Miller, P. E. 2. Statement letter of no financial interest, issued by manufacture, dated 05/14/12, signed and sealed by Lynn Miller, P. E. 3. Laboratory compliance letter for Test Report No. FT"864, issued by Fenestration Testing Laboratory, Inc. dated 04/02/12, signed and sealed by Marlin D. Brinson, P. E. 4. Proposal issued by Product Control, dated 02/15/12, signed by Jaime D. Gascon, P. E. 5. Laboratory compliance letter for Test Report No. FTL-5212, issued by Fenestration Testing Laboratory, Inc. dated 05/05/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 07-0629.10) G. OTHERS 1. Notice of Acceptance No. 11--1013.22, issued to PGT Industries, for their Series "FD -101 Outswing Aluminum French Door w! wo Sidelites — L.M.I.", approved on 11/23/11 and expiring on 10/18/12. S' Jaime D. Gascon, P. k Product Control Section Supervisor NOA No. 12-0516.02 Expiration Date: October 18, 2017 Approval Date: August 30, 2012 E-3 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITER PRODUCTR VED ocomplyh vridinmomwma 1. G Buu,�lugCado ILS 6 n A 318° LAMI NOM. 44029 CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLOUKEEPSAFE MAXIMUM ' 0p 10 {„i" l PLUS 1 LITE OF 3/18" HEAT MENGTHENED GLASS, 3 ' L I .40 CONSISTING OF (1) LITE OF 1/8' HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR do roducl MAXIMUM PLUS (1) LITE OF 3/18° HEAT STRENGTHENED GLASS. C. 7/16° LAMI NOM. (.466°) CONSISTING OF (1) LITE OF 3/18° ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/18° HEAT STRENGTHENED GLASS. N 0 D. 7/16" LAMI NOM. (.4881 CONSISTING OF (1) LITE OF 3118° HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLOUKEEPSAFE MAXIMUM PLUS (1) LITE OF 3118' HEAT STRENGTHENED GLASS. LAMI IG NOM. 1.8409 CONSISTING NOA DRAWING MAP Q r AE. OF (1) LITE OF 3/18' TEMPERED GLASS, IW AIRSPACE, (1) UTE OF 1/8' HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE PLUS (1) LITE OF 3/16' HEAT STRENGTHENED GLASS. f- 2 DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. TOPIC SHEET A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE GENERAL NOTES....... O a AND GLASS TABLES ASTM E 1300-04. ..... 1 ® B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE CONFIGURATIONS 5� L6 AND GLASS TABLES ASTM E 1300.04. .......... 1 3. CONFIGURATIONS: X,0, XO, GLAZING DETAILS......... 0_ 111 18 ___ OX. XXO, OX)( OXO, AND OXXO. 1 4. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL DESIGN PRESSURES...... 2 SCREWS, THAT COME INTO CONTACT WITH OTHER ELEVATIONS 3 r Ld DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, FOR ANCHORAGE .... .._............ VERT. SECTIONS ............. 4 RS ARE NOT REQUIRED. HORIZ. SECTIONS.......... 5 6. SEALANT: IN ST E AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. PARTS LIST......... ... 8 W O a J p N C LL 7. REFERENCES: EXTRUSIONS S. 7 ................... &TESTDESIREPORTSFTL-4M, 8212 & 8884; ELCO ULTRACON NOA:11.0406.01,12-0128.09; ANSVAF&PA NDS -2W5 FOR WOOD CONSTRUCTION AND ADM 2005 ALUMINUM ANCHORAGE ..«............... 840 co y v- MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). GLASS ABBREVIATIONS 00 0 1.- O Z O 8 N 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: AN . a p�NFQ1 pD A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. HS. - HEAT -STRENGTHENED W (O] �j O _ w{ Z B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E -E, SHEET 6),13 REQUIRED ONLY AT ALL DOOR TO SIDE UTE CONNECTIONS FROM TP. o TEMPERED TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. Q Z ZLLI cmQ N 93 93 ® 91 ? 0 ILL z� o 30 30 30 6 90I;;R 73 j1rG S BITE 73 1i2' GLASS BITE 74 QlJrGLAE GLASS SITE7 2 9 EMMOR �IR a 94 a lid 6 1/8' AN. OR 3/18• AN. OR • 1/4' AIRSPACE 3/18° H3. HS. GLASS 3/18° HS. HS. GLASS 3/18",HS. GLASS 090 PVB INTERLAYER GLASS 090 PVB INTERLAYER GLASS 3118' TP' GLASS (DUPONT BUTACITE OR (DUPONT BUTACITE ORH��' SAFLEX/KEEPSAFE SAFLEXIKEEPSAFE PVB INTERLAYER 1/8° HS. GLASS �� .090 MAXIMUM) MAXIMUM) (DUPONT BUTACITE) s� '•;'LVj L d 3/8° NOM. 7/18' NOM. 13/18' NOM. o y r$ : Q GLASS STACK GLASS STACK GLASS = STACK = ; g 3/8" LAMI NOM. 7/16" LAMI NOM. 13/16" LAMI IG NOM. ''moo •. �{ : c.,� d GLAZING OPTION A OR B, NOTE 1 GLAZING OPTION C OR D, NOTE 1 GLAZING OPTION E, NOTE 1 . •......�o`�� ''�,nlnul�•�• BLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS APPROVED CONFIGURATION : X , 0, OX, XO, OXO, XXO, OXX & OXXO R DOORS W/SIDE LITES THE ER DP FOR THE DOOR OR SIDE LITE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS DOORS WITH GLASS TYPES A, B. C. D OR E M WIDTH 6--79314(1 7--- 3/ " 87 314" 91 314' 8° -953/4" 37 14' 60 71314!' +75.0 -75. +75.0 -75.0 +75.0 -76.0 I +76.0 I -75.0 I +75.0 I -75.0 O WIDTH 55 3/4" +51.7 -51.7 +48,8 -48.8 +46.1 •46.1 +43.8 -43.8 +41.6 -41.6 LITES WITH GLASS TYPE A 50 59 314" +48.0 -48.0 +46.2 46.2 +43.6 -43.6 +41.4 -41.4 +39.3 -39.3 27314' +75.0 -75.01+75.0 -75.01+76.01-75.0 +75.0 -76.01+75.01-7&0 35112 67 3/4" +38.1 -38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 -35.6 361/8" +75.0 -75.01+75.6 -75.0 +71.4 -71.4 +67.6 -67.61+64.21-64.2 0 WIDTH I GLASS TYPES A, B, C, D ORE 10 3/4" +75.0 -75.0 +75.0 -75,01+75.01-76.0 +75.0 -75.0 +75.0 -75.0 36 3/4" +75.0 -76,01+74,91-74.91+70.41-70.4 +66.6 -66.6 +63,1 -63.1 0 WIDTH SINGLE SIDE LITE$ WITH GLASS TYPES B, C, D OR E 363/V' 1+75.01-75-01+75-01-75.01+75.01-7 1+75.01-75.0 O 0 TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR /SIDE LITES ONLY APPROVED CONFIGURATIONS: OX, XO, OXO,)0(0, 0)0(& OXXO (THE LOWER OP FOR THE DOOR OR SIDE LITE PREVAILS.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE LITE CONNECTION GLASS TYPES A, B, C, D OR E HEIGHT X WIDTH XX WIDTH 68 _ 78 3/4" 70 - 83 3/4" 1 87 3/4" 913/4" 8° - 95 3/4" 2° 25112" 40 47 314" +58.6 -58.6 +55.4 -55.4 +52.4 -52.4 +49.8 -49.8 +47.4 -47.4 271/2" 51314". +64,9 -64,9 +51.8 -51.8 +49.0 -49.0 +46.5 -46.5 +44.3 -44.3 291/2" 55 3/4" +51.7 -51.7 +48,8 -48.8 +46.1 •46.1 +43.8 -43.8 +41.6 -41.6 28 31 1/2" 50 59 314" +48.0 -48.0 +46.2 46.2 +43.6 -43.6 +41.4 -41.4 +39.3 -39.3 28 331/2" 64 63 3/4" +43.1 -43.1L+43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 35112 67 3/4" +38.1 -38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 -35.6 30 371/2' 60 713/4" +34,0 -34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 SINGLE SIDE LITE 0 WIDTH I GLASS TYPES A, B, C, D ORE 10 3/4" +75.0 -75.0 +75.0 -75,01+75.01-76.0 +75.0 -75.0 +75.0 -75.0 12 3/4" +76.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 19" +72.4 -72.4 +68.6 -68.5 +65.0 -66.0 +61.9 -61.9 +59.0 -59.0 213/411 +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +65.0 -55.0 +52.4 -52.4 27 3/4" +52.9 -52.9 +49.9 -49.9 +47.2 -47.2 +44.7 -44.7 +42.6 -42.6 3618" +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 36 3/4" +34.0 -34.0 +34.0 -34.01+34.01 -34.0 +34.0 -34.0 NOTES: E 318' LAMI (1/8° A, .080 PVB, 3/16" C. 7/18' LAMI (3118' A, .080 PVB, 311 S' HS) D. 7/18' LAW (3/18' HS, .090 PVB, 3/16' HS) E. 13110' LAMI IG (3116' TP, 1/4' AIRSPACE, lir HS, .090 PVB, 311(' HS) 2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX. OX/XO WIDTH = 73112" MAX. OXO WIDTH =1091/2' MAX. XXO/OXX WIDTH =107 3/4 MAX. OXXO WIDTH =143 314" 3. SINGLE DOORS 33 618' WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 04118' WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. 5. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30" WIDE x 90' HIGH SINGLE DOOR WITH 29' SIDE LITE$ DESIGN PRESSURE _ +67.81-67.0 PSF EX. B FROM TABLE 1. OXXO WITH GLASS TYPE A 68" WIDE x 85" HIGH DOUBLE DOOR WITH 36112' SIDE LITES DESIGN PRESSURE _ +70.41-70.4 PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30' WIDE x 87 314 HIGH SINGLE DOOR WITH 26' SIDE LITES DESIGN PRESSURE = +43.61.43.6 PSF EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 63 314" WIDE x 80" HIGH DOUBLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE =+43.11.43.1 PSF 8. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E -E, SHEET 5 FOR REINFORCEMENT DETAIL. � N a p 60 U o W W J W 0 0 N N olj 10 LL N g C9 � � O 0 a N N? CL Z ac LL c •' LL 731/2' MAX. r-3MAX. 37 112° �AtwAX , 1091/2' MAX 383/4° 36 314° -- MAX----r—SEE NOTE 3--1-- MAX 49 cd; MAX O 49 103 e-0 g •�• 4318 MAX. 95 a JE EI� 1 1 IE 1 DLO X 0 TYP. 40' 10 (TYP.) D1 L � JD Er JE 1 1091/2' MAX 383/4° 36 314° -- MAX----r—SEE NOTE 3--1-- MAX 49 cd; 49 O 41 y�. e-0 g 10 Ef 95 a JE EI� 1 1 IE 1 0 X 0 10 SEE NOTE 4 ----' OXO —71314" MAX. 24 9/18' MAX. DLO (TYP) FiftyMIN, FQ 143 314' MAX. 36 3W' 4 — MAX. —+ice SEE NOTE 3---tet+-3MAX — cd; 49 O 41 y�. e-0 g 95 a 10 Er 1 E J Er JE 1 0 X AC. INAC 0 _�— SEE NOTE 4 SEE NOTE 4 OXXO q 1 -�3EE NOTE 4 36 314' MAX. 33 6/8° MAX B DL(rYP.) G IG 96 3/4' MAX. (TYP•) 84 3WMAX. X. DLO (TYP.) DOOR DLO HEIGHT :HEIGHT -113115" 318° DLO WIDTH W = DOOR WIDTH -1216118' F r �p DLO WIDTH WC -DOOR WIDTHM -116116' 1 O SIDE LITE DLO HEIGHT = HEIGHT -11 318' DLO WIDTH = WIDTH -3118' XX o - O NOTES: 41 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 6. 3. SIDE LITES OVERLAP 9C AND 7W DOORS BY 3/4' WHEN ASSEMBLED TO MAKEAD','OX','OXO" XXO', 'OXX' AND'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 6. CLEAR OPENING FOR'X' AND'XX' DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 6.848) CM DOOR = DOOR WIDTHI2 -4.079) N p 4' F U co 18 07 o LL 0610 M Q S Z� r dN Q LL o o w�¢ cd; Alzi oz! O ; y�. e-0 g PRODUCCRBN1 40 ' pceaPteneoNo Dal° EXTERIOR INTERIOR �y'• MIIemlDadaPmdu°t 10 1 2 60 ® 2 o 37 60 64 AT HEAD/JAMB O 65 ATSILUJAMB D" CLEAR -COLE OREDLANT to S EXTERIOR INTERIOR W V- 62 o a 63 a p o HT U rn u U °ptf 0 O 0 Z N MAX MAX U wX U = DLO DOOR pM MAXp 62 p U �/J Z HEIGHT ¢ ..I o ® $$a SL VIEW G -G 6 30 61 CORNER ASSEMBLY 11 j 40 DOOR SECT. A -A SL SECT. B -B VERTICAL VERTICAL %�yryy •..• o��;�� d MAX SID LIT HE 10 4 49 r MAX. XX WIDTH meoDUCTservewBo B rd4y1 8 "' W Wo RDdd12D Dnding CDde - OS l f A.,I D o t INJ Dada prodUCI Con 1 o e ®� 4 N o ��_j -t 0 o. MAX. � P DLO 'XX' SECT. C-C DLO 31 35 36 34 44 HORIZ. 46 45 5 32 J MAX W WIDTH 20 S2 p o P N LL ca 0610 w o IY Z U O H az IIIw x 1z o INTERIOR U Oo Z� Q O �MAX� a N od 46 21 OL° 'X -SECT. D-D 5 HORIZ. EXTERIOR 0 x SPACING,SAME AS ,e MAX. SL WIDTH 6% JAMB ANCHOR SPACING --,SL WIDTH' (SEE SHEETS 7,8 AND 9) 66 I r DLOM �1 SEE TABES 1 AND 2 AND F`MAX I _ i o't a 22 NOTES ON SHEETS 1 & 2 DLO _ : y N � z - 66 62 SL SECT. E-E 62 FOR APPUCABIUTY = o - SL SECT. F-F , Yti .� z :: c�`'c HORIZ. (DOOR W1 SIDE LITE) HORIZ. (SINGLE SIDE LITE) %�°yV4;b.., ITEMDWGa'/ P(iT# DESCRIPTION 80 920D 8920D SIDELITE HEADER 81 821D 8921 SIDELII'E SILL 82 9186 80381 31DELJTE JAMB 83 1166 781 POA #8 X 1.000 QUAD PN. SMS rRODucrxsiaeevsu a rl^a wun Ika Flow . . A«Qv, ,K, 92-t�Stly I� k 1) o ITEM DWG # PGT# DESCRIPTION HEAD GASKETS (STOCKING #70888) 86 889 7998 1 8438 80411 FRAME HEAD 88 834A 61841M SIDELITE JAMB ADAPTER 2 1010 6Q300 WSTP.,Q-LGN .190 X .37b HIGH #i2 X 1.040 SHEET METAL SCREW 70 3 7070 87070K BULB WEATHERSTRIP .187 .300 HIGH SETTLING BLOCK, 3132' 1/4' X 1" W/PSA, 86 +/-5 DURO. 71 71287K 4 856 7966X FLUSHBOLT STRIKEPLATE 72 4222A 84222 BEAD. 7/18' 73 888 8988 6 838 7936X 2 PT. LOCK STRIKEPLATE 74 40878 84087 BEAD, 13118° 10 8 956 7866A FRAME HEAD STRIKEPLATE BACKING PLATE BDURAK14 1/4' DURASEAL 10 SPACER 91 7 7832X12FPXP #8.32 X.600 PH. FL MS - S.S. W/SWCONE PATCH BULB, THIN SED IN EXTRUDED BEAD) 92 888 84886 8 996 70996 GASKET BETWEEN THRESHOLD &FRAME JAMB 83 1224 8TP247 BULB. THICK (USED IN EXTRUDED BEAD), 86 +/-1 DURO. 84 N � 0. U p co 06 0 V� Q O 8 998 70896 GASKET (BETWEEN HEAD &FRAME JAMB) GLASS. 3/8° LAMI -1l8' HS, .90 PVB, 3/ 6° HS 87 OLA3S, 7198° LAMI -3118" A. .90 PVB, 3/18" H3 10 952A 8533016 FILLER HEAD ADAPTS 0 89 QLA3S, 13!18' LAMI 10.3118° 1/4" AIRSPACE, 1!8' HS, .BO PyB, 3118" HS 11 11000 811000M OUTSWING THRESHOLD DEAD BOLT LOCK 12 1870 871870 WSTP, .350 RD FOAM FILL TSLOT (AMSBURY#32011 13 91004A 811004M OUTSWWG THRESHOLD CHANNEL COVER ® 14 11001A 411001A ACETAL SPACER .086 (INHOUSE WJECTIO OLDED) 16 11002A 411002A ACETAL SPACER .09b (INHOUSE INJECTION MOLDED) 18 11003A 411003A ACETAL SPACER .140 (INHOUSE INJECTION MOLDED) DEL Z O 20 915D 80.380 FRAME JAMB (OUTSWING) 21 1010 80300 WSTP.,Q-I.ON .180 .375 HIGH o U� O 22 8808 66608M REINFORCEMENT, 1.000 X 2760 X 0.880, 8061 Tb 23 1140 78X112PSAT3 #8 X 1.600 PH 3Q A T/S 24 1046 71048 JAMB SCREW COVER CAP 26 930 41721N STRIKE PLATE INSERT to 28 1118 71QX34PFA #10X.760 PH. FL MS ®TP,O 27 7070 67070K BULB WEATHER3"fRIP .187 X.300 HIGH 30 910D 8890 DOOR PANEL, TOP &BOTTOM RAIL ��-- 380 056—�Ih- u 13 SWING THRESHOLD CHANNEL COVER 8063-T8 r --2.7b0— —� 1.000 860--►, 126 ZZ TUBE MULLW. 8083-T6 39 899E 6999 DOOR PANEL, SIDE RAIL U. 32 817 7FRM0 HINGE EXTRUSION 33 1178 79058FP WS #10X.826 PH. FL SMS g 8 QQ 34 813A 80378M TRUSS CLAMP 36 1130 BTRODA 8/18-18 THREADED ROD 38 990 7890NUTA 5118.98 FLANGED HEX NUT 37 914A 60378M WEATHERSTRIP CHANNEL 38 7834FPT #8 X.76 PH. FL TEK e 2 39 987 70887 GASKET (BETWEEN PANEL HEAD/SILL &PANEL $TILE 40 1023 879240 WSTP..187 X.2b0 HIGH, FINSEAL 41 828 41720 SLIDE OL• A 3Y. (INACTIVE PANEL ONLY) 42 1945 78X12FPAW #8 X.500 PH FL SMS TYPE BDS 43 1212 7P30GG SILL DUST PLUG (INACTIVE PNL 44 9838 6983 DOOR PANEL ASTRAGAL 1(OIITSWWG) 45 8846 8884 DOOR PANEL ASTRAGAL 2 OUT3WING 46 1213 8Q200K WSTP.,Q-LGN .180 X.200 HIGH 47 929 74UBLOK LOCK SUPPORT ASSY. 41707 & 41708 :" A% Q' a : °jZ Y a '.tib.........• p��.�` d 48 9139 7634E #6X.760 PH. FL SMS 49 882 D2P AY 2 PT. LOCK ASSY. 50 eR180FS RUBBER SLEEVE 61 830 41721 STRIKE PL INSERT PANEL) 52 931 7FRSPX DEADBOLTSTRIKE PLATE PATE 53 7118 710X34PFA #10X.750 PH FL SMS 54 857 7096 ITEMDWGa'/ P(iT# DESCRIPTION 80 920D 8920D SIDELITE HEADER 81 821D 8921 SIDELII'E SILL 82 9186 80381 31DELJTE JAMB 83 1166 781 POA #8 X 1.000 QUAD PN. SMS 84 988 7888 HEAD GASKETS (STOCKING #70888) 86 889 7998 SILL GASKETS (STOCKING #70889 88 834A 61841M SIDELITE JAMB ADAPTER 87 #i2 X 1.040 SHEET METAL SCREW 70 712853K SETTLING BLOCK, 3132' 1/4' X 1" W/PSA, 86 +/-5 DURO. 71 71287K SETTING BLOCK, 1/18° X 1I2" X 1' W/PSA, 8b +/-6 DURO. 72 4222A 84222 BEAD. 7/18' 73 888 8988 BEAD, 3U8" 74 40878 84087 BEAD, 13118° 10 90 BDURAK14 1/4' DURASEAL 10 SPACER 91 8TP248 BULB, THIN SED IN EXTRUDED BEAD) 92 888 84886 BEAD, INTERIOR 83 1224 8TP247 BULB. THICK (USED IN EXTRUDED BEAD), 86 +/-1 DURO. 84 GLAZING 31LlCONE, DOW 899 OR 983 98 GLASS. 318' LAMI -1/8" .90 PVB, 3/18' HS 98 GLASS. 3/8° LAMI -1l8' HS, .90 PVB, 3/ 6° HS 87 OLA3S, 7198° LAMI -3118" A. .90 PVB, 3/18" H3 88 GLASS, 7/16° LAMI - 3/1G' H3, :80 P 3118" HS 89 QLA3S, 13!18' LAMI 10.3118° 1/4" AIRSPACE, 1!8' HS, .BO PyB, 3118" HS 103 'OFF -THE SHELF DEAD BOLT LOCK 7X HANDLE STRIKE PLATE 55 1118 710X34PFA #10X.750 PH FL SMS ITEMDWGa'/ P(iT# DESCRIPTION 80 920D 8920D SIDELITE HEADER 81 821D 8921 SIDELII'E SILL 82 9186 80381 31DELJTE JAMB 83 1166 781 POA #8 X 1.000 QUAD PN. SMS 84 988 7888 HEAD GASKETS (STOCKING #70888) 86 889 7998 SILL GASKETS (STOCKING #70889 88 834A 61841M SIDELITE JAMB ADAPTER 87 #i2 X 1.040 SHEET METAL SCREW 70 712853K SETTLING BLOCK, 3132' 1/4' X 1" W/PSA, 86 +/-5 DURO. 71 71287K SETTING BLOCK, 1/18° X 1I2" X 1' W/PSA, 8b +/-6 DURO. 72 4222A 84222 BEAD. 7/18' 73 888 8988 BEAD, 3U8" 74 40878 84087 BEAD, 13118° 10 90 BDURAK14 1/4' DURASEAL 10 SPACER 91 8TP248 BULB, THIN SED IN EXTRUDED BEAD) 92 888 84886 BEAD, INTERIOR 83 1224 8TP247 BULB. THICK (USED IN EXTRUDED BEAD), 86 +/-1 DURO. 84 GLAZING 31LlCONE, DOW 899 OR 983 98 GLASS. 318' LAMI -1/8" .90 PVB, 3/18' HS 98 GLASS. 3/8° LAMI -1l8' HS, .90 PVB, 3/ 6° HS 87 OLA3S, 7198° LAMI -3118" A. .90 PVB, 3/18" H3 88 GLASS, 7/16° LAMI - 3/1G' H3, :80 P 3118" HS 89 QLA3S, 13!18' LAMI 10.3118° 1/4" AIRSPACE, 1!8' HS, .BO PyB, 3118" HS 103 'OFF -THE SHELF DEAD BOLT LOCK 1.750-{ 1.750 4.626 4.728 4.600 '082-4.100 .082 DOOR PANEL DOOR PANEL 30 TOP & BOTTOM RAIL 31 6063 -Tb 3� 055 3.111 400 060 1 O FILLER HEAD AD e093 -T8 j� �3.000� 1.272 Lo 1 ,179 .060 _ L 5.4 FRAME HEAD 0.086 6003-T6 ,.750--{ -, --F -- 4.720 4.100 .082 4.676 ADAPTER SIDE RAO_ 8083 -TS 1.600+{ 1 .,2611 .750 b60 TRUSS CAMP 34 6083-T5 o50 .0 079 1.489 .488 3.000 ,� 1 OUTSWING THRESHOLD 6093-T8 ODOOR PANEL INTERIOR ASTRAGAL 8063-T6 J� �-.668 683 050 318° GLAZING BEAD 73 �-T5 i - 3.100-► 1.479 1 4.675 ODOOR PANEL EXTERIOR ASTRAGAL 6063 -Tb H-.525 .eS3 050 -11f T 72 7118" GLAZING BEAD 8083 -Tb 60 SL HEADER 8083-T6 61 SL SILL 8063-T9 20 DOOR FRAME, JAMB 6063 -TO 1.878 -►i .aw .060 3.000 62 SL JAMB 6063-T6 .e3o 2.980 .GW ±l SLJAMB 66 ADAPTER 9083-T6 Ob0 F:-! 062� .250-y I - 37 WEATHER STRIP CHANNEL OW3-T6 0.375 2.:I_- 125 3Z HINGE 6093 -Tb .172 883 060 -"i 1.092 {+ 74 IG GLAZING BEAD 8083-T6 8 O U J a-• w o C6 10 O r V5 LL ad 10 S� D U Z Z � � O 0 HEAD HEAD ED E HEAD rZON°�ZONE°D� ZON-1 �ZONE"W—tZON'l PRODUCTR8N8\VSD - av 4 mplying rvfW ft Plortde eu"°� f2-D f6' ® No pccoplmueNa x = MINIMUM JAMB ANCHOR IBY Reda Pro act Contol LOCATION N o OR X_ XX O XO OR OX o - = ADDITIONAL JAMB N N ANCHOR LOCATION, EQUALLY SPACED AS � �Z U REQUIRED PER TABLES O Q 3-7 ON SHEET 9. N 48 SILL SILL SILL SILL -4 SILL"D°ZONE SILL -4 ~ZONE ~ZONEE °D°ZONE °E°4 QD ZONE V ZONE nr A W SEE TABLE 3., SHT. 9 SEE TABLE 4., SHT. 9 SE TABLE 6.. SHT. 9 SEE TABLE 8., SHT. 9 = V Z O w ad LL O HEAD HEAD HEAD HEAD HEAD HEAD HEAD i HEAD HEAD HEAD EXAMPLE ZONE-[—ZONE °F° ZONE ZONE I ZONE "F° ZONE °F° ZONE ZONE "D°ZONE °F,�Z ENE-{ r r "E° -r -r °E° (A Z Q Do" O co „ E E ANCHORAGE SOLUTION U, 0 o jZZ= FOR A CONCRETE oo�� ¢ W = OXXO INSTALLATION U J z °B" A. 19"x 83 3/4° SIDE LITES AND �o �o "E° ZONE ANCHORS FROM. Q �p TABLE U �tt z 7, SHEET 9. ON OXO � .XXO OR OXX � OXXO qa� N PLUS; 8.71 3/4° x 83 3/4° XX DOOR ZONE °F° ANCHORS FROM TABLE 4, a SHEET 9, EACH °P' ZONE. SEE ENCIRCLED VALUES, SHEET 9• - TOTALS (4) TYPE 1 OR 2 ANCHORS �f z d o SILL SILL II I ILL !LL I EACH JAMB AND 2+6+6+2 = (14) SILL SILL } ZONE SILL ____ZONE-i } ZONE-�- — SILL SILL _,,.ZONE-{ TYPE 1 OR 2 ANCHORS AT HEAD °� "E" SEZONEE TABLE 7FSHT. 9 °E" ZONE"D" E TABLE 7., SHT. °� "E" Z SEE TABLE 7. SHT. 9 °E° AND AT SILL EXAMPLE OF ANCHORAGE FOR A 71 3/4° x 83 3/4° WC DOOR, � = ANCHOR LOCATION FOR WITH 19" 83 3/4° SIDE LITES (SEE SOLUTION AT RIGHT) EXAMPLE ABOVE J' e '•� x ® NOTES:� 1. APPROVED ANCHOR TYPES 1.1/4° ELCO TAPCONS 1/4° ELOO SS4 CRETE-FLEX MASONRY ANCHORS 3.912 SCREWS = a o Z 2.ANCH IN. O.C. FOR PLE OXXO ANCHOR LAYOUT ABOVE. BS (ALL): 131/4° MAX. FROM CORNERS AND 231/8° MAX. O.C. oy •., of �� '�� yy HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, W MAX. FROM ASTRAGAL CENTERS AND 20 7/8° MAX. O.C. .......... ''�� HEAD & SILL OF SIDE LITES: B" MAX. FRO Pao CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. t i t i �Z E� TABLE 3. X DOORS TABLE 4. XX DOORS & TABLE 6. Q SIDE LITE ® TABLE 8. XO & OX ® TABLE 7.0X0. X O, OXX (ALSO X DOOR OF XO & OX) & OXXO GLASS TYPES A. , C. D, GLASS TYPES A, S. C. C E� GLASS TYPES A. S. C Q E CLASS TYPES A. e C D, E GLASS TYPES A S. CoD, E ANCHOR TYPE & SUBSTRATE 23, 12, CONIC NCHOR TYPE SUBSTRATE 2,3, WOOD IA CONIC ANCHOR TYPE & SLISSTRATE 2,3, WOOD 1,2. CONC ANCHOR TYPE & SUBSTRATE 23, WOOD 12 COIL ANCHOR TYPE & SUBSTRATE 23 WOOD 12 CONIC DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES WIDTHS "O" - 10.76 LOADZONES DOOR WIDTHS LOAD ZONES DOOR LOADWNES 79 - 26.50 W `10(• 47.75 W %C - 25.60 "X° - 26.60 TO 37.6 TO 71.76 TO 36.76 TO 37.60 TO 37.60 )' p R. :ip_ �`< -^ _ aa �= 'SOC - 47.76 a 3 �Oq� 4 <(o� a TO 71.76° SIDE Fi3 I I g LITE � Xxg WIDTH x Hi. x x 3 x x 3 WIDTH x HT i WIDTH x HT. 0 0 0 o WIDTH x HT. O O X x 81611<6X WIDTH x Hf. p O X 0 0 26.60 x 78.76 5 2 7 4 2 3 47.75 X79.75 4 3 6 4 2 3 10.76 x 79.76 4 1 4 1 10.75 x78.76 4 2 4 2 10.76 x 79.76 4 2 4 2 83.76 6 2 7 4 2 3 83.75 5 4 7 4 2 3 83.76 4 1 4 1 83.76'4 2 63.75 4 2 i--& 4 2 4 211 87.76 5 2 7 4 2 3 87.76 6 4 7 4 2 3 87.76 4 1 4 1 87.76 4 2 o 4 2 87.75 4 2 91.76 6 2 7 4 2 3 81.76 6 4 7 4 2 3 01.76 4 1 4 1 91.76 4 2 4 2 81 75 4 2 4 2 96.76 27.60 x 78.75 8 2 7 4 2 3 6 2 7 4 2 3 05.76 61.75 X 78.75 5 4 7 4 2 3 5 4 7 4 2 3 96.76 12.76 X 79.76 4 1 4 1 4 2 4 2 86.76 12.76 x 79.75 4 2 4 2Q X 4 2 �Q 95.76 4 2 4 2 4 2 4 2 12.76 x 78.76 4 2 83.76 6 2 7 4 2 3 83.7 6 4 7 4 2 3 83.76 4 2 4 2 63.76 4 2 '4 4 83.76 4 2 4 2 4 2 87.76 91.75 5 2 7 4 2 3 6 2 7 4 2 5 87.75 01.7 5 4 7 4 2 3 b 4 7 4 2 3 87.76 81.76 4 2 4 2 4 2 4 2 87.76 01.75:4 ��0 x !p9q H 87. 91.75 m 2 4 2 4 2 4 2 2 4 2 4 2 4 2 4 96.76 8 2 7 4 2 6 86.7 6 4 7 4 3 6 86.76 4 2 4 2 95.76 ,4 2 1 8 86.75 2 4 2 4 2 4 4 2 29.60 x 78.76 6 2 8 4 2 3 56.75 x 78.76 5 4 7 4 2 3 18.00 X 78.76 4 2 4 2 19.00 x 79.75 4 3 LL 19.00 x 78.76 4 3 LL ti 83.76 6 2 6 4 2 3 83.7 6 4 7 4 2 3 83.76 4 2 4 2 83.75IS 4 2 83.78 4 3 O 4 2 W 87.76 6 2 8 4 2 5 87.7 5 4 7 4 2 3 87.76 4 2 4 2 87.76 4 2 87.75 4 3 4 2 81.75 05.75 8 2 8 4 2 5 8 2 8 4 2 6 01.7 86.7 8 4 7 4 3 8 8 4 8 4 3 6 81.76 95.75 4 2 4 2 4 2 4 2 91.76 96.75 4 2 4 2 a 91.75 95.75 4 3 4 3 v 4 2 4 2 31.80 x 79.76 6121 8 412 3 59.75 x 21'75 x 71 21.76x83.75 3 21.76 x 78.7 4 3 x 4 2 4 2 4 3 83.75 6 2 8 4 2 6 83.76 5 6 8 4 2 3 83.75 4 2 4 3 83.76 �Q 4 2 87.76 8 2 8 4 2 6 87.76 8 b 8 4 3 b 87.76 $42 4 2 87.7 4 3 W _ 87.76 4 4 2 `f 4 2 4 3 81.76 8 2 8 4 2 5 81.75 6 6 8 4 3 5 91.75 4 2 01.76 6 3 4 2 91.76 5 3 0 4 2 0 85.7 7 2 10 4 2 6 85.75 8 5 8 4 3 5 4 2 86.76 6 3 4 2 86.76 8 3 '4 4 2 e3 27.76 x 78.7 6 3 4 2 33.60 x 78.75 6 3 8 4 3 3 63.76 x 79.75 b 6 8 4 2 3 .86.76 27.75 x 79.76 6 2 4 2 27.75 x 79.75 5 3 ±1 m 53.75 6 3 8 4 3 6 83.76 6 5 8 4 3 5 63.75 5 2 4 2 83.75 5 3 O 4 2 G 83.75 5 3 H 4 2 H 87.76 6 3 8 4 3 6 87.75 6 6 8 4 3 6 87.76 6 2 4 2 87.75 6 3 x 4 2 1 87.76 3 514 4 2 94 - 6 3 4 3 .81.7 7 3 10 4 3 6 91.76 8 6 8 4 3 5 91.76 8 2 4 2 81.75 6 3 4 3 81.7 4 3 95.75 7 3 10 4 3 5 96.76 7 6 10 4 3 5 96.76 6 2 4 2 95.75 8 3 4 3 06.76 8 S 4 3 35.50 7 8 3 8 4 67.76 x 79.76 6 6 8 4 3 5 36.13 x 78.75 6 3 4 3 35.13 x79.76 6 4 F F 36.13 X 78.7 6 4 4 3 83.76 3 8(-413 6 83.7 6 6 8 q 3 6 83.76 8 3 4 3 83.7 6 4 0 63.75 4 3 4 3 6 4 B .75 6 3 8 87.75 6 6 6 4 3 6 87.75 7 3 4 3 87.76 7 5 4 3 87.76 7 5 4 3 a 81.76 7 3 10 4+3 6 81.76 7 6 10 4 3 6 81.76 7 3 4 3 81.7 7 6 i 4 3 p 91.76 7 b oG 4 3 86.76 7 3 10 6 95.76 7 6 10141 S 6 95.75 7 3 4 3 95.76 7 5 V 4 3 V SUE 7 -72770 37.50 x 79.76 8 3 8 4 3 6 71.75 X 79.75 6 6 8 4 3 6 36.76 x 79.75 6 3 1 4 1 3 1 38.76 x 79.75 6 4 a 4 3 38.75 x 78.76 6 4 2 771 83 76 8 3 6 4 3 6 83.7 6 6 8 4 3 5 83.76 8 3 4 3 83.7 8 4 m m $3.76 �aI 474 4 3 8 4 4 3 87.76 7 3 10 4 3 6 87.7 8 4 3 6 87.75 7 3 4 3 87.7 7 5 87.76 7 6 3 471 01.75 7 3 10 4 3 5 91.75 t76 10 4 3 5 91.76 7 3 4 3 81.7 7 5 4 3 w91.76 7 5 4 3 96.75 7 3 10 4 3 6 86.75 10 4 3 5 86.75 7 3 4 3 95-767 b 4 3 86.75 7 b .417, Ah TYPES: 1.1/4° ELCO TAPCONS 2.1/4° ELCO S34 CRETE -FLEX MASONRYANCHORS 3.812 SCREWS (G6) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. N 9 co -� HW o W W H WJ N 0 Oto LL < O 0 K W � T ZZ Q N U LL o ......... 6 :w ��"'till III%\ 2X WOOD BUCK, NOTE 2 3.4 KSI MIN. CONC. 13/4' 1314" MIN E.IY-t—m-11N E.D-:-i zXWO0b 3.4 KSI MIN. CONC BUCK NOTE 2 • 13/4" 13/4' MIN. E.D. 1XIWOOD I 318"TYPE I lXWOODBUICKNOTE2 14 2. WOOD SUCKS DEPICTED AS lx ARE LESS THAN I 112" THICK. Ix WOOD BUCKS ARE OPTIONAL IF UNIT IS 1318* TYPE I PRODUCrItIRSIMM ascomidylaswilb9m da DEPICTED AS 2)c ARE 1 lir THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE BUCKNOIE-2 •' Z= .4,t.,F 1314" TYPE 2 a 0 MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE ISC-2 v 134' TYPE 2 wwwacode 12 0; 1318" w •091f. j. 3f8*' 1318* MIN. MIN. 114"MAX SHIM 114* MAX al —11/4" MAX. "FNOTE —lW MAX SHIM WOOD EXT. SHIM SHIM EXT. ANCHOR TYPE 2 OR 3. CONC. ANCHOR EXT. I WOOD ANCHOR a EXT. -CONC. ANCHOR 04 - NOTE 1 NOTE 1 TYPE 2 OR 3. NOTE 1 v DOOR HEAD (WOOD ) DOOR HEAD (CONC ) I 114"TYPE I OR 2 (CMU) I -1 3/8'TYPE 1(CONC) 1318" 1/4" MAX. SHIM MIN. 114" MAX 1 3f4' TYPE 2 (CONC) 4 SHIM MAX UfU SIDE LITE HEAD (WOOD) SIDE LITE HEAD (CONC) 4 IAN KAI aulkA 11/4* TYPE 1 OR 2 (CMU) nQ 4314 MIN. E.D. I I 31W MIN. 1 3V TYPE 1 (CONC) T 134' TYPE 2 (CONC) WOOD CONC. E.D. ANCHOR ww ;'1.�;:� ANCHOR,• CONC Wv .? w ON NOTE I V) STAGGERED ANCHOR 1.6 KSI MIN. CMU OR LL ANCHOR RS.- ON KSI MIN. CONC. CENTERS, WOOD .4 0 TYPE STAGGERED ANCHOR 0 3fr MIN. E.D.to 20R3. CENTERS n 314'MIN. E.D. TYPE 0 m. IX WOOD BUCK ENT. NOTE 0 NOTEI FqEXOTI NOTE I 2XWOO 20R3. ZX WOOD 1.6 KSI MIN. CMU OR D 0 BUCK NOTE 2 NOTE 2' 3.4 KSI MIN. CONC. BUCK, NOTE 2 IXWOOD BUCK, NOTE 2 EXT. a 0 w W DOORJAMB(WOOD) DOOR JAMB (CONC) SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) ox 0 Z WOOD ANCHOR TYPE 2 CONC. ANCHOR, Z U)— OR 3, NOTE I NOTE 1 WOOD ANCHOR, TYPE 2 OR 3 N NC. ANCHOR, NOTE 1 04 - 1XWOOD EL 0 EXT. EXT. BUCK NOTE 2 < 04 1'3'): LL gn- 1/4" MAX. EXT- NOTE 3 114'MAX. -114'MAX IW MAX Z< WuuL' sFnm SHIM a a --"SHIM I 31W MIN. 1 3V TYPE I �l 3j INK V. I 314"TYPE 2 3fir TYPE 1 3.4 KSI MIN. ; 4314"TYPE2 1314" 3A KSI MIN. CONC. CONC. 2X WOOD BUCK NOTE 2 --UN. E.D. 2X WOOD BUCK NOTE 2 1 . . 13/4' DOOR SILL (WOOD) DOOR SILL (CONC) SIDE LITE SILL (WOOD) MIN. E.D. T 9 2! id SIDE LITE SILL (CONC) 0 NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 114- TAPCONS EMBEDDED 1 afw MIN. (TYPE 1) OR 114° S54 CRETE -FLEX EMBEDDED 1 3/4" MIN. (TYPE 2). THE MINIMUM DISTANCE FROM.CENTER OF ANCHOR TO CONCRETE EDGE IS 13/4'. FOR WOOD INSTALLATIONS USE #12 SCREWS, G5 (TYPES) OR ELCO 114' S84 CRETE -FLEX ANCHORS EMBEDDED 1 318° MW. (TYPE 2). INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS 14 2. WOOD SUCKS DEPICTED AS lx ARE LESS THAN I 112" THICK. Ix WOOD BUCKS ARE OPTIONAL IF UNIT IS A7' DEPICTED AS 2)c ARE 1 lir THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE •' Z= AUTHORITY HAVING JURISDICTION (AH4 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON-SHRlNK, NON-METALLIC GROUT (3400 PSI MIK(DONE BY OTHERS) z s a a 0 MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE ISC-2 WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. w Fhrida. Building Code Online Page 1 of 3 Comments Archived Building Codes Product Manufacturer Address/Phone/Email Intonational Bulding Code 70 Masonite International West Chicago, IL 60185 (615)441-4258 sschrelber@masonite.com Elegy n: Steve Schreiber Conmervation Cade TAS 202 sschrelber@masoNte.cam Bitted searches: Technical Representative Stattlard Building Address/Phone/Email Code Quality Assurance Representative Statdards And i. International - Was rrcaW �� Businesf MiS Home I tog rn user Reptranon Not Topic I Submit Sur Glume ( Stats & Facts PuNw ons I FSC Stall I scis sae Map Lhft I search Intmational Energy profe5si - alOusineProduct Approval PWAc user Subcategory C�ervatlon Code Regulation Compliance Method Certification Mark or Listing Product Aooroval Menu > Product or Awftcatfon eev,rh > AmMeAthm UA > Appucat daa— StBa Building Code ::� PL �FL4.3434-R�6Application Type Unbrm Plumbing Code Version 2010 CcWe Application Status Approved Comments Archived Building Codes Product Manufacturer Address/Phone/Email Intonational Bulding Code 70 Masonite International West Chicago, IL 60185 (615)441-4258 sschrelber@masonite.com Elegy Authorized Signature Steve Schreiber Conmervation Cade TAS 202 sschrelber@masoNte.cam TAS 203 Technical Representative Stattlard Building Address/Phone/Email Code Quality Assurance Representative Address/Phone/Email International Plumbing Code Category Exterior Doors Subcategory winging Exterior Door Assemblies Residerddal Cade Compliance Method Certification Mark or Listing Certification Agency Validated By National Accreditation & Management Institute, National Accreditation & Management Institute, Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Z! affrnn that there are. 110 Changes in t"! new Roride building Code which affect my products) and my producttsj are in compliance with the new Florida Suiid ng Code. Documentation from approved Evaluation or Validation Entity - _„vim :_'"Jo _;-Pdir1 Product Approval Method Method 1 Option A Date Submitted 02/06/2012 Date Validated 02/06/2012 Date Pending FBC Approval Date Approved 02/13/2012 Summary of Products J p httpJ/www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgttSMGyvgTunP... 7/16/2013 . Florida Building Code Online Page 2 of 3 Model, Number or Name Description Fiberglass Side -hinged Door Units 6'-8" Opaque I/S and O/S Single Door - Impact Rated *:Apped Certification Agency Certificate use in HVHZ: Yes FL4334 R6 C CAC NI005930.01.PDF use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/30/2015 Design Pressure: +70.0/-70.0 Installation Instructions Other: Evaluated for use In locations adhering to the FL4334 R6 II FL01ZO.pdf Florida Building Code Including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 3'-0" x 6'-8" max nominal size. FL4334 R6 AE 504A.odf Hurricane protective system is NOT required. See anchor Created by Independent Third Party: Yes detail DWG-MA-FLO120-05 for additional Information. 11 4334.2 Fiberglass Side -hinged Door Units 8'-0" Opaque I/S and O/S Single Door - Impact Rated Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL4334 R6 C CAC NI005930.02.PDF Approved for use outside HVHZ Yes Quality Assurance Contract Expiration Data Impact Resistant: Yes 04/30/2015 Design Pressure: +70.0/-70.0 Installation Instructions Other: Evaluated for use In locations adhering to the FL4334 R6 II FL0121.odf Florida Building Code Including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 3'-0" x 8'-0" max nominal size. FL4334 R6 AE 503A.odf Hurricane protective system Is NOT required. See anchor Created by Independent Third Party: Yes detail DWG-MA-FLO121-05 for additional Infomwtion. 334.3 Fiberglass Side -hinged Door Units 8'-0" Opaque O/S Door w/ or w/o Sidelites - Im act Rated Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL4334 R6 C CAC NI005930.02.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant. Yes 04/30/2015 Design Pressure: +55.0/-50.5 Installation Instructions Other. Evaluated for use in locations adhering to the FL4334 R6 II FL0121.odf Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as lInstitute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12'-0" x 8'-0" max nominal size. FL4334 R6 AE 501A.odf Hurricane protective system is NOT required. See anchor Created by Independent Third Party: Yes detail DWG-MA-FLO121-05 for additional Information. 4334.4 Fiberglass Side -hinged Door Units 8'-0" Opaque I/S Door w/ or w/o Sidelites - Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4334 R6 C CAC NI005930.02.PDF Approved for use outside HVHZ.• Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/30/2015 Design Pressure: +50.5/-50.5 Installation Instructions Other. Evaluated for use in locations adhering to the FL4334 R6 II FL0121.odf Florida Building Code Including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12'-0" x 8'-0" max nominal size. FL4334 R6 AE 501A.odf Hurricane protective system is NOT required. See anchor Created by Independent Third Party: Yes detail DWG-MA-FLO121-05 for additional Information. 4334.5 Fiberglass Side -hinged Door Units 6'-8" Opaque O/S Door w/ or w/o Sidelltes - Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4334 R6 C CAC NI005930.01.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/30/2015 Design Pressure: +55.0/-50.5 nstallation Instructions Other. Evaluated for use in locations adhering to the FL4334 R6 II FL0120.odf Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as lInstitute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the lEvaluation Reports design pressures listed. 12'-0" x 6'-8" max nominal size. FL4334 R6 AE 502A.odf Hurricane protective system is NOT required. See anchor Created by Independent Third Party: Yes detail DWG-MA-FLO120-05 for additional Information. 11 4334.6 Fiberglass Side -hinged Door Units 6'-8" Opaque I/S Door w/ or w/o Sidelites - Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4334 R6 C CAC NI005930.01.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/30/2015 Design Pressure: +50.5/-50.5 Installation Instructions Other. Evaluated for use in locations adhering to the FL4334 R6 II FL0120.odf Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, h-up://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgttSMGyvgTunP... 7/16/2013 Florida Building Code Online Page 3 of 3 determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12'-0" x 6'-8" max nominal size. FL4334 R6 AE 502A.odf Hurricane protective system Is NOT required. See anchor Created by Independent Third Party: Yes detail DWG-MA-FLO120-05 for additional Information. 4334.7 Fiberglass Side -hinged Door Units 8'-0" Glazed I/S and O/S Door w/ or w/o Sldelites - Impact Rated Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL4334 R6 C CAC NI005930.04.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/30/2015 Design Pressure: +50.0/-50.0 Installation Instructions Other. Evaluated for use in locations adhering to the FL4334 R6 II FL0123.odf Florida Building Code Including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12'-0" x 8'-0" max nominal size. FL4334 R6 AE 501A.odf Hurricane protective system Is NOT required. See anchor Created by Independent Third Party: Yes detail DWG-MA-FLO123-05 for additional Information. 11 4334.8 Flberglass Side -hinged Door Units 6'-8" Glazed I/S and O/S Door w/ or w/o Sidelites - Impact Rated Limiffi of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4334 R6 C CAC NI005930.03,PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistantr Yes 04/30/2015 Design Pressure[ +60.0/-60.0 Installation Instructions Other. Evaluated for use in locations adhering to the FL4334 R6 II FL0122.odf Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12'-0" x 6'-8" max nominal size. I FL4334 R6 AE 502A.odf Hurricane protective system Is NOT required. See anchor Created by Independent Third Party: Yes detail DWG-MA-FLO122-05 for additional Information. Back Next Contact Lis :: 1998 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA(MD employer. corwNeht 2007-2010 State or Florida.:: priyacfLitatement :: Accessibility Statement:: Ltehmd Statement Under Florida lacy emall addresses are public records. If you do not want your e-mail address released in response to a public -records request, do riot sent electronic mall to this entity. Instead, contact the office by phone or by traditional map. 9 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 proWde the Department with an email address If they have one. The wafts provided may be used for official communkation with the Ocensee. However emall addresses are public record. If you do not wish to supply a personal address, please prw#We 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 dick JIM. Product Approval Accepts in im M Cyr d't}t Cam' SAFE h4://www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgttSMGyvgTunP... 7/16/2013 Q: DO cc [7�.,//Ccxsayt�e O HURRICANE BELLEVILLE FIBERGLASS DOOR UNIT CO 6'-8" DOUBLE DOOR WITH/ WITHOUT SIDELITES EZ � �cn moo GENERAL NOTES 0- U 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO W Lf) V THE FLORIDA BUILDING CODE AND WHERE PRESSURE U7) REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM Z Q7 DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, .- DOES NOT EXCEED THE DESIGN PRESSURES LISTED. uj IS PRODUCT DOES NOT REQUIRE THE USE OF A HURRICANE PROTECTIVE DEVICE (SHUTTERS). d AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. a 4. PLASTICS TESTING OF FIBERGLASS FACING: TEST DESCRIPTION DESIGNATION RESULT }z m COMPARATIVE TENSILE STRENGTH AFTER WEATHERING F: 44 4500 HOURS XENON ARC METHOD 1 o o ' DOUBLE DOOR UNIT W/SIDEUTES a r+roW (A fn cwn � cm ®® ®® 013 ®13 13® 1313 13® ®13 N�o�W En N 00 Q=W'IQ�Q TY r1N07N^Na Pest No I G U DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT W/SIDELRES WITH SIDELITE KITH SIDFLIIE L U o. m a z WHERE WATER INFILTRATION PERFORMANCE IS DESIGN PRESSURE RATING REQUIRED TO BE 15X OF DESIGN PRESSURE -2111105 TABLE OF CONTENTS INSWING OUTSWING OUTSWING* smc, N.T.S. SHEET DESCRIPTION X 37.5 +70.0 -70.0 +70.0 - 0.0 79.0 -79.0 +70.0 -70.0 +70.0 -70.0 + 9.0 -19.0 +40.0 -40. + 5.0 5 ows. BY: SWS 7 ICAL ELEVATIONS & GENERAL NOTES OX or XO 5 +50. - 0. +55.0 - 0. +19.0 -19.0 +40.0 -40.0 + 5. - 0.CHI(, sy; 2 ANCHOR LOCATIONS & DETAILS 0X0 1 .5 +50. - 0.5 +5 . - .5 +1 .0 -19. +4 . -40. +55.0 - 0. KURT 6ALTHAZOR CRAWNG 3 ANCHORING LOCATIONS &DETAILS OXXO 149 +50.5 -50.5 +55.0 -50.5 +19.0 -18.0 +40.0 -40.0 + 5.0 -50.5 FLORIDA P.E. �" High Dom Threshold Design 56533 DWG -MA-- 120 -OS sxtFT 1 or 3 SELF IGNITION TEMP ASTM 01929 752 'F > 650 'F RATE OF BURNING ASTM D635 0.56 IN MIN C-1 SMOKE DENSITY 149 MAY. OVERALL FRAME WIDTH 20.5" MAX 36.375" MAX. D.L.O. PANEL WID711 37.5" MAX. w/ASTRAGAL � I� FRAME WIDTH ASTM D2843 53.4% TENSILE STRENGTHS ASTM D638 3.2� DIFF 149 MAY. OVERALL FRAME WIDTH 20.5" MAX 36.375" MAX. D.L.O. PANEL WID711 37.5" MAX. w/ASTRAGAL � I� FRAME WIDTH m N� 6" SEE DEAIL_ 3 6" J L I._ "E• 3" I I 30 I 3p a 3- — lt\ e 3" I I 31 SEE DETAIL .c. 1 I I I D 6' 6" 6'in s' A — W w B B O 9 _ � g v I I 6" 3" 6" � II 1 io 3' 6" SEE DETAIL 6" "F' #8 X 2-114 #8 x 2-1/2" #10 x 2" #10 x 5/8" DETAIL "E" ASTRAGAL #8 x 2-1/2" #10 x 3/4" ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME O #10 x 5/8" #10 x 3/4" AS SHOWN. atza• ANNEALED #10 x 2" MOW SAFLEX NO -- DETAIL "C" 0.12C ANNEALED— DETAIL "D" TYP. cc Lr) c9 O (O O �O u O Z a LoU y �W 1 0.962"1 1 1.375" 1.75" 11.047" T T T INSWING THRESHOLD OUTSWING THRESHOLD HIGH DAM O/S THRESHOLD ALUMINUM OR BUTYL SPACER ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL INSERT TEPP. g8 X 1-1/2' PHS DOW 832v ---\ °OW 832 Add An lomm SCALE N. T. OR EQUAL .:;. 1NJFB�B OR EQUAL ND. ant. er TYPICAL GLAZING _DETAILDo ORAWM Not IMPACT RATED GLASS °-MA-ri°tzc PmEr -�L OF ,TTA C HM EN DETAt 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY ROBERTO LOMAS, PE (FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. 1.5IH0" io 6'3 I I r �3"6" r I I 3t I I I — I I� I f 6' 6- 11 I _ io AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES. 8 a I II II II II I w B uj a gg a SEE DETAIL b" SHT. 2 0 SEE DETAIL w1-7 "C" SKr. 2 OA —� ,TTA C HM EN DETAt 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY ROBERTO LOMAS, PE (FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. 1.5IH0" io 6'3 I I r �3"6" r I I 3t I I I — I I� I f 6' 6- 11 I _ io AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES. 8 a I II II II II I w B uj a 6• 1 '1I 1 rIY- -'3 6" HARDWARE SCHEDULE 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES. ).25 . -N HM WOOD BUCK ANCHOR INSTALLATION 1M25 IN " 0.25" rlXM CL TYPICAL MASONRY ANCHOR INSTALLATION ..i otvc. er: SWS cwc. en OF N EL i 0 ff J9 F MI R. V H (vCW- y t ianw o,ci#` Co 2 09' Ame4do o6 y dfo r ia3X83 Ao-7xYy 4/7 8 )(V6' 3Y)(.97 Product ManAduror Address/PhorWgmall Authorized Sgnature TodhnlCal Representative Address/Phond/Emall L Quality Assurance Representative Addrea/Phone/2rraal Category sutacategory Compllance McMod Florida Engineer or ArChlt('Ct Name who developed the Eveluptlon rieport Florida license Qualfty Assurance Entity Quallty ASSurance Contract F.xplratlon pato Validated By Certificate of Independence Referenced Standard and Year(of Si;ndard) Town and IAUntry Industries, 400 West McNab Road Ft. Lauderdale, FL 33309 (954) 493-8551 tomj*tc-ehim.com Frank Bennarde /0ank0engenp.com Thomas B. ]ohnstan 400 wont MONab Rd. Ft. Lauderdale, FL 33309 . (954)970.9999 tornj9tc-alum.rom Shutter; Aimordlon evaluation Report from a Florida Registered ArChitect or a Licensed Florida Professional Brener Q evoluaton Repast - hardcopy Received Frank L. 6ennardo, P.E. P$-0046549 National Accreditation a Management Institute, 17,(31/2013• ORLANDO L. sLANcO, P.e. t� valldaton Ow Aist - hardcapy Recelvad =0 ASTM 21886 2006 ASTM 21996 2005 .ASPM 2330 2002 TAS .201 1994 TAS 20Z 1994 TAS 203 1994 o bttp://:Qoridabuilding.org/pr/pr app dtl,aspx?parammwGEVXQwtDgvgk7yHMuovbmRcE... 4/23/2013 t 2/2 *d 80ZSZ8ZbS6:01 :WONA ZZ :60 002-9Wf IV ' CERTIFICATE OF LIABILITY INSURANCEI ,IATE(MUMIfift Tn1rrn,1a THIS CERTIFICATE I$ ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE C5MIFICA12 HOLDER. TWIS GERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDOD 3Y THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSUREF 81, AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder I5 an ADDITIONAL INSURED, the pollaylies) must ba endorsed. If SUBRO"TION IS VdA IVEO, subject to the terms and conditions of the policy, curtain policies may roqulra on endorsement. A statement on this Certificate does not ex Iter rights to the eortifloate holder In lieu of such endomemea s Pmum Alliance O a 1TTT nce SoiUdons LLC ACT NAM9, St Petersburg, FL 33731 Toward Leasing, Inc., Howard Leasing 11, Inc. '"a °a - Howard Leasins "�� ill, Inc., Howard Leasing IV, Inc, 1 - "A' --, 6302 Monates Avenue West, Suite K IN-WWA o: n Bradenton 171. 34209 INAURER a l -- sut+J:R F: W COVERAGES CERTIFICATE NUMBER: 170512(3Q REVISION NUMBER; TH13 IS TO CERTIFY THAT THE POLICIES Of INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR Till!. POLICY PERIOD INDICATM. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RgSPEC " TO tMiICH THIS C&MFICATE MAY BE ISSUM OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBE0 HERON 15 SUBJECT TO ,ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCM POLICIES. LIMIT$ SHOWN MAY HAVE BEEN REDUCED BY PAID CWM& E�=7nwll rr� MERMAL ORMAL LUMLITY CtAIMSMADE ❑ O=Lgt IAGr,'REA ELIMITM-E SPER' Mau I.Lumiry ANY AUTO 000ILY INJURY (Par AEU A! 10OWNED 8 WIC! 8� SORRY INJURY (PCNo HMRW AUYaS AUTOS UMBRELLA LIA93 OCOU111 RAM 000LIARF.I1GE MMESSLUIB CLAW E AGGREGArE DED Ll R=NroN 5 11 A ' TmN -- VVCPEOD000040 04 W14/2013 1511412014 yj"'"` Li I • , ANDOOPLOYEfl{SLIJUM" TIN WCPE0000004003 SM4/p012 ti1i412013 ANY PIIf'PRd:7OARAWNEf 90CUTPA E.L. EAC -W- ACCIDENT II QRFICfiRIMEMd[ ICe7tCL(IDEOa• NIA ILL IN59ASO-EAEdP6ts M II (AlaaoamrylaNNj �� ppppyy Gtfl�pib0 u:mor E L bISEJ1SE • Pt�l ICY LIMIT If 0f3ECRIPT10N0F OPERA7104 bYloW B Workers Compensolton This is for Intomtational p Ivpono C E=ms Coverage and noftV shail croew r ny nght 0under sut rairmran DESC♦ sow Ot%QP6RA7ION5I LOCA ONS! VtiitCLEa IAgooh AGOR0101, Addltlanai flame 6anaaol0. mora aP� ^Mu1�o01 Coverage provided for an leased employees but not subcantractOrS ch CoautUns WmdOws Dooms, Inc. Lmilon Efieativa: W/M12 ma Miami Shares Milage Building Department 10060 NE 2nd Ave. Miami Shores FL 33138 ACORD 25 (2090105) SHOULD ANY OF THE ABOVE DESC190ED POLICIES HL IN iNCELLM BORE THE EMRA71ON DA'Z'E THEREOF, NOTICE WILL S IE DELIVEM IN ACCORDANCE WITH THE POLICY PROVISIONS. 0ISW201Q ACORD CORPORATION. , I:e rights reserved. The ACORD name end logo are registered marks of ACORD CW r4.1 ).=1:64 rem#Zj�-Aiar G17Hy16 IMS Frga 1 a! L