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REV-17-863 Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20(-( BUILDING Master Permit No.W-9J r,,,— K.4115 PERMIT APPLICATION Sub Permit NoV .1 '3r- ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: � C S * City: Miami Shores County: Miami Dade Zip: S 1 1 Folio/Parcel#: is the Building Historically Designated:Yes NO �� Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: % OWNER:Name(Fee Simple Titleholder): C A, O S �®V�A E Phone#: Address: 1102 �� 1 City: ( Or%AA I H 06 C S State: �� Zip: -3 3 1 � tl Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: AJ / 4'` Phone#: Address: City: -State: Zip: Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ I '50 Square/Linear Footage of Work: Type of Work: ❑ Addition % Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: 'L I a L-0- W V Vt Specify color of color thru tile: Submittal Fee$ Permit Fee$ w CCF$ CO/CC$ Scanning Fee$G Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ 1(o4. l Z (Rev1sed02/24/2014) r Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a rei spection fee will be charged. Signature Signature OW or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 2§c day of HNEGW 20 li q by day of 20 ,by Cis ,who is personally known to who is personally known to me or who has produced-R—'T`�W -(0k---0 me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign• Sign Print: lei `�c-�' '�`����-+ Print: Seal: .:m Seal: sow 9W*of Florida SG'' ct1!}D #tid l02 � 956750 �1��E�`r APPROVED BY I A �2Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami Shores Village sun um Building Department 10050 N.E.2nd Avenue Miami Shores,Florida 33138 Tel:(305)795.2204 Fax:(305)756.8972 OWNER BUILDER DISCLOSURE STATEMENT f� NAME: f r 1 LO S C®"AIE (�_'7 DATE: 3 I I ADDRESS: ��0 1 ONJ G I ra S T Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida,F.S 489.103(7).And I have read and understood the following disclosure statement,which entitles me to work as my own contractor,I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor.You have applied for a permit under an exception to the law.The exemption allows you,as the owner of your property,to act as your own contractor even though you do not have a license.You must supervise the construction yourself.You may build or improve a one-family or two-family residence.You may also build or improve a commercial building at a cost of$25,000.00 or less(The new form states 75,000).The building must be for your own use and occupancy.It may not be built for sale or lease.If you sell or lease a building you have built yourself within one year after the construction is complete,the law will presume that you built for sale or lease,which is a violation of this exemption.You may not hire an unlicensed person as a contractor.It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances.Any person working on your building who is not licensed must work under your supervision and must be employed by you,which means that you must deduct F.I.C.A and with-holdings tax and provide workers'compensation for that employee,all as prescribed by law.Your construction must comply with all applicable laws,ordinances,buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner-builder permit under an exemption from the law.The exemption specifies that I,as the owner of the property listed,may act as my own contractor with certain restrictions even though I do not have a license. I✓' Initial 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. 1 understand that,as an owner builder,I am the responsible party of record on a,permit.I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name.I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits andel contracts. Initial telt 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding.I may also build or improve a commercial building if the costs do not exceed$75,000.The building or residence must be for my use or occupancy.It may not be built or substantially improved for sale or lease.If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete,the law will presume that I built or substantially improved it for sale or lease,which violates the exemption. Initial `�1 S. I understand that,as the owner-builder,I must provide direct,onsite supervision of the construction, Initial 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence.It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner-builder permit that erroneously Implies that the property owner is providing his or her own labor and materials.I,as an owner-builder,may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property.My homeowner's Insurance may not provide coverage for those injuries.I am willfully acting as an owner-builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done.Any person working on my building who is not licensed must work under my direct supervision and must be employed by me,which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act(FICA)and must provide workers compensation for the employee.i understand that my failure to follow these may subject to serious financial risk. Initial 9. I agree that,as the party legally and financially responsible for this proposed Construction activity,I will abide by all applicable laws and requirement that govern owner-builders as well as employers.I also understand that the Construction must comply with all applicable laws,ordinances,building codes, and zoning regulations. Initial 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service,the United States Small Business Administration,and the Florida Department of Revenues.I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or httn://www.mvfloridalicense.com/dbpr/pro/cilb/index.html Initial JL 11. 1 am aware of,and consent to;an owner-builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial 12. 1 agree to notify Miami Shores Village immediately of any additions,deletions,or changes to any of the 1f tion that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public.If you contract with a person who does not have a license,the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court.It is also important for you to understand that,If an unlicensed contractor or employee of an individual or firm is injured while working on your property,you may be held liable for damages.If you obtain an owner-builder permit and wish to hire a licensed contractor,you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued,this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit.A copy of the property owner's driver license,the notarized signature of the property owner,or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this _S;O day of 20 By �o� �6c o was personally known to me or who has Produced th a License or � �� �' as identific ,`PpY P% Notary Public State of Florida o° �o Sindia Alvarez st My corrrc+issian FF 156750 �' ire-,09!03!2018 ` 5N�.i�S yI Miami shores Village Building Department ••�• ��•� 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 ��pR1DA Fax: (305)756.8972 Inspection requirements for. Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows,doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc.Inspector will also verify anchor type,edge distance,embedment and spacing.The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledg rent: 1 ( l.®S Qualifierlowtp ignature Date Print Name MIAMt•DADE ' MIAMI DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC.RESOURCES( R) PRODUCT CONTROL SECTION BOARD AND CODE ADMINISTRATION DIVISION 11805 SW 26 Street,Room 208 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www-2590 F( 86)315-259 AWP Windows and Doors,LLC 8130 NW 741 Avenue Medley,FL 33166 SCOPE: This NOA is being issued under the applicable.rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Pro&! Control Section that this product or material fails to meet the requirements of the applicablg building cdV,..0 000000 This product is approved as described herein, and has been designed to comply,+ith the Flouida Building - Code,including the High Velocity Hurricane Zone. • 0000.. 0000 000000 DESCRIPTION:Series 11300 Impact View"Aluminum Fixed Window-L.MT 0:'• ::69000: APPROVAL DOCUMENT: Drawing No. W03-39, titled "Series `300 Impact"iW Alum NU.Wdw-••• (L.M.I.)", sheets 1 through 6 of 6, dated 06/10/03, with revision I dated 02/09/1400nvared P�- l;farooq•:•- Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade-&anty Prot erContr8r6':' Revision stamp with the Notice of Acceptance number and expiration date byoofft Miami Dade County •• Product Control Section. 00000 ••••• .. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant. . . ... 9 0 .6900. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, ciq state, 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 shalt 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. 13-0326.08 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was-reviewed by Manuel Perez,P.E. NOA No.15-0602.05 IA Nu e u Expiration Date: March 04,2019 2P Approval Date: February 18,2016 J Page 1 , 4 AWP Windows and Doors,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 03-0710.01) 2. Drawing No. W03-9, titled "Series 300 Impact View Alum Fixed Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 06/10/03, with revision H dated 12/04/15,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)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-$g• along with marked-up drawings and installation diagram of a series"Impact•View" •••••• aluminum fixed window,prepared by Fenestration Testing Labaratonry, Ipe.,•Test •, Report No. FTL-$479,dated 01/14/16,signed and sealed by fdmmfs OrtejA,P*.E. 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94::::' •••• 2)Uniform Static Air Pressure Test,Loading'peanC,TAg'242-94..... 3)Water Resistance Test,per FBC,TAS 202.91••• •••• •• ••• 4)Large Missile Impact Test per FBC,TAS 281'94 •" 5)Cyclic Wind Pressure Loading per FBC 'I°IA A*-2$3-94 •• along with marked-up drawings and installation diagram of,a series "Hbaef View" • aluminum fixed window, prepared by Fenestration Testing•I•a4oratorj,jnr., Test••' Report No. FTL-3467,dated 03/31/03, signed and sealed by Joseph C. Chan,VE. (Submitted tinder NDA No. 03-0710.01) 3. 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 a series "Impact View" aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3553, dated 03/31/03, signed and sealed by Joseph C. Chan,P.E. (Submitted under NOA No. 03-0710.01) C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC 5t1 Edition (2014), prepared by AI-Farooq Corporation, dated 04/24/15 and revised on 02/01/16,signed and sealed by Javad Ahmad,P.E. 2. GIazing complies with ASTM E1300-09 anu a ez'P.E. Product Cont I aminer NOA No. 602.05 Expiration Date: March 04,2019 E-1 Approval Date: February 18,2016 4 AWP Windows and Doors.LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflez Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. 2. Notice of Acceptance No. 13-1105.10 issued to SAF-CLAS, LLC for their "SAF- GLAS Polycarbonate Glass Interlayer", dated 12/19/13, expiring on 12/16/17. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5111 Edition (2014), and of no financial interest, dated January 22, 2016, issued by Al Farooq Corporation, signed and sealed by Javad Ahmad,P.E. ••• 2. Asset purchase agreement dated 03/20/14, signed by Mr. Saul Sbb•a*- , Chief... Executive Officer and President, Trulite IntermediateHof j,-LLC. 4 �vlr. Tim•, Morris,Jr.,President and C.F.O.,AWP Windows and Doors,MT! 0. 00 *00000 3. Letter from owners of existing NOA stating that they he ;p1d all assets to j1w•- applicant,that they no longer manufacture the product and rd1kquNh th&afgats to the►.. current NOA No. 13-0326.08, dated 04/20/15, signed by MI-I4evin j3armlt, Chiu'•- Financial Officer,Trulite Window&Door Solutions,LLC. .• .. 0.00 6066:0 4. Statement letter for Name Change Request dated 07/15/14, ;ssuec by A, �Windo;y%;; and Doors, LLC, signed by Gerardo Beros,Director of Engirweriug. 00' 0 . 5. Laboratory compliance letters for Test Report No. FTL-84'1%-aat!ed OY 411f, isstrejo by Fenestration Testing Laboratory, Inc., signed and sealed by Idalmis Ortegd,P.E. 6. Proposal No. 15-5909 issued by the Product Control Section, dated 09/04/14, signed by Manuel Perez,P.E. 7. Laboratory compliance letters for Test Report No.'s FTL-3467 and FTL-3553, both dated'03/31/03, issued by Fenestration Testing Laboratory, Inc., both signed and sealed by Joseph C. Chan,P.E. (Submitted under NDA No. 03-0710.01) G. OTHERS 1. Notice of Acceptance No. 13-0326.08, issued to Trulite Window & Door Solutions, LLC for their Series "Impact View" Aluminum Fixed Window-L.M.I., approved on 06/06/13 and expiring on 03/04/19. 6 fi, Manuel Per .E. Product Control Ex iner NOA No.15-0602.05 Expiration Date: March 04,2019 E-2Approval Date: February 18,2016 0 FALSE MUNIPIS U APPLIED i �FROM ENDS q SURFACEOPTIONAL 10 3/4•MAX. 4 1ffJtD/SILL Z 1 If �� 11 tl If If it 11 1111 11 11 II $r c u 11 II a '==-i'r== 8 i IIu ° 1 1i u Q 11 11 I n II 8Qy2j • _ 11 If 11 �i If II tt Ml IS 1i,p��-___II ti 11 K R----- IS If 11 n---- n< O 11 tf 11 II II II �� � O z WINDOW B 11 11 11 11 11 �� 11 I. WINDOW WIDTH N70TF1 $$ i Io 109 3/4' O.L.OPG. J 114• 1 I wlNDow WIDTH L J ]YPICAL ELEYMON TESTED UNIT r1 TZ¢2 WOtlDOV1 WIDTH II a O� I ZZj I I SERIES 1400 IMPACT VIEW :'-w ALUMINUM 7c M WINT) cow o—� APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE F�W--IN-D�OW*NTHJ �10THCOMBINATIONS OF FIXED/FIXED OR FIXED WITH OTHER I I WPlDOW WIDTH p � MIAMI-DADE 001INTY APPR'D WINDOWS USING MIAMI-RADE COUNTY APPROVED MULLIONS IN BETWEEN. AinnceNo 0 6 0 2 a 0 5 -1 LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVALI.Telc 2N9 I I WILL APPLY TO ENTIRE SYSTEM. 1 R 2- 0- da rofuctBY Cmfro c 9 �� I :i DESIGN LOAD RATING FOR THESE WINDOWS 70 BE AS PER CHARTS 3 y SHOWN ON SHEETS 2 & 3. THESE WINDOWS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. L J THISPRODUCT •• ••• • • • • • •• SHUTTERS ARE NOT REQUIRED. NAS BEEN DESIGNED ARID 16ST®TO COMPW WITH THE of m m REQUIREMENTS OF•THE 2014 06TH LA Bill"�FL%RIDR MM DMG CODE INCLUDING HIGH VE1 TY HIlp�CASE P (HV •0 •• LAMINATED GLASS -8 G g Ip--�WIDTH INCLUDING �I p� WINDOW WIDTH WOOD BUCKS BY SljM,•My6T BE•WCHORED PRDPALY"TRANSFER INSUL. AO. GLASS f _ I I LOADS To THE STRUCTURE —— —— EI�EDMENT TO BASE AS MATERfALD�SHALL BE BEYOND WALL PACED AS SHOWN ON DDRESSIN ARcHoRs OR STUCCO.41 A �'rAv almao LARGE MISSILE IMPACT NTT ANCHORING OOR F TH I�G•C�IdDfTIOt�S�T J N 71 F• pRE ru` 3 8 A LOAD WRAMON INCRT 19'USD gI OT A%CAORS WOOD ONLY. ALL SHIMS TO:X"GH IMPACT, NOWMETA"AND NSM-EOMPKESSIBLE. 09 201 ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE DR SWIRAR CAN DE _ _ drawing na VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WRHIN SQUARE OR I�CTAf�LE AS MATERIALS MLUD14G BUT NOT LIMITED TO STEEL/MErAL SCREWS,THAT SHOWN IN DOTTED LINES AND OBTAINING ALLOWASLE LOADS FROM THOSE SHAPES. REQUTREMENTSOFF TH6 20 4 FLORIDA BUILDING CODES SHALL MEET THE •:• : • • • ••• • • sheat T �6 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN WAD CAPACITY - PSF4 a o DESIGN WAD CAPAIXTY - PSF WINDOW DDM. OLASTi TYFE'B' cims TYPE'C' WINDOW DIMS. GIAW TYPE`8' GLASS TYPE'C' WIDTH LENGTH EXT.(+) INU-) EXT,(+) INT,(-) WIDTH LENGTH EXT,(+) INT.(-) EXT.(+) TNT.(-) INI Z • SS �.7 88.7 80.0 80.0 19-1/8° 50.0 80.0 80.0 80.0 42' 50.0 $OA �.0 80.0 26-1/2' 26` 80.0 80.0 80.0 80.0 I 48° 50.0 50.0 80A 80.0 37` 80.0 60.0 804 80.0 0. 94' 48" 90.0 SOA 80.0 60.0 53-1 8' o / B&O 80.0 80.0 80.0 p 60' SOA 50.0 8DA 80.0 59-1/B` 80.0 80.0 �.0 80.0 68" 90.0 90.0 BOA 80.0 28-1/2' 80.0 80.0 80.0 80.0 •r �y e d 38-3/8 8 C43 72" SOA 50A 90A W. 3Y 84.9 64.9 80.0 80.0 36' 88.7 _ 88.7 �.0 80.0 55-1/8" 82.5 825 80.0 80.0 Q yf 42' 50.0 •50.0 80.0 80.0 19-//8' 80.0 804 80.0 80.0 48" 50.0 50.0 BOA 80.0 26-1/2" X5/8„ Boo 80.0 80.0 60.0 0 54` 6o" 44.4 44.4 Bob 80.0 37' 64.9 64.9 80.0 80.0 L BO' 40.0 40.0 80.0 80.0 93-1/8' 47.4 47.4 80.0 80.0 1129 66' 40.0 40.0 BOA 80.0 18-1/8' 80.0 80.0 80.0 80.0 72' 40.0 40.0 60.0 80.0 26-1/2' 80.0 80.0 80.0 8D.0 38" 68.7 66.7 80.0 80.0 37° �• 64.9 64.9 80.0 80.0 42' 50.0 50.0 &1.0 80.0 53-1/8' 43.2 45.2 80.0 Bob .r 48' 50.0 50.0 80.0 80.0 19-1/8` 80.0 80.0 B0.0 80.0 54" 72 44.4 44.4 80.0 80.0 26-1/2' 80.0 80.0 80A 80.0 j 74-1/4' 60' 40A 40.0 80.0 80.0 37' 84.9 84.8 8R0 80.0 �' WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED 88' 3SA 36.4 72.7 72.7 53-1 8' 45.2 452 80.0 80.0 YERi1CALLY OR HORIZONTALLY AS SHOWN ABOVE. 72• 33.3 33.3 66.7 66.7 36' 88.7 6&7 8D.0 80.0 42' 50.0 S0.0 80.0 80.0 NOTE: o - 48' 50.0 50.0 80.0 eO.D GLASS CAPACITIES ON THIS SHEET ARE a m BASED ON ASTM E1300-09 (3 SEC. GUSTS). ID 54` 84" 44.4 44.4 80.0 80.0 S S� 60' 40.0 40.0 80.0 80.0 d~•MI n - - 72,7 72.7 M` - - 68.7 56.7SSS z �i 2i 36' 64A 84.8 80.0 80.0 C 42° 50.0 $DA 80.0 80.0 lJ 3/16'AWL GLASS 3/16'HEAT ST WO CLASS 48' �. 50.0 50.0 80.0 80.0 w Q ao g S4• 44.4 44.4 80.0 80.0 .080'Intedayw C-----� 60' - - 80A 80.0 Softex Ctoor And Color Gloss By 86' - 090'Itderbyer 'Eastman Chemical Co.' 72.9 72.7 Saftex Clear And Color Gbse OR 30° 63.2 63.2 WO 80.0 By'Eostrnan Chemlool Co.' 100'Intertow SAF-CLAS AS.LLC.' o 42• 50.0 50.0 80.0 BO.O By-GLA GLA".LLC.' 48" 108` 50.0 50.0 80.0 80.0 a a & `�' - - 80.0 80.0 3/is•ANN. GLASS 3/16-HEAT STREN'o GLASS il eo° - - 80.0 80.0 SEDm 36" 62.5 62.5 80.0 80.0 SILICONE SILICONE PRODUCTREyftL l'ioild0 m21 42' 50.0 SA.O 80.0 80A G.E.SLGIAZE 0 SCS2800 RA 895 6.E� COMO SLOAZE R SS28DO B08d1n8Codo 1 5 0602 9 Q 48" 114' 50.0 30.0 80.0 80.0 5 SCHNEE-AIOREHM 5ft7A•• • • • 4 SCHNEE-MO�Ap SIM5731 A ged - m 54' - 80.0 80.0 i • • • • • • n c m OPTIONAL z • • aP14m•L a I• �P - - 80.0 80.0 • •• • • • • • SY S • • • 4 38' 81.9 87.8 80.0 �.0 I L •• ••• • I • 4a" 120' - - 80.0 80.0 80.0 80.0 54' - - 80.0 80.0 m 7 AT 1/4 POIMS•ON • • 7 AT 1/4 POINTS ON LOSS ^y<' CN6 � a 38' 60.9 ;60.2 0.9 80.0 80.0 WIOFR THAN 38• • •s • • • s DER THAN 35" FLA. $ � 4Y 132° - - 80.0 80,0 '• • • •. • • - 80.0 80.0 GL�..c8 TYPE 'B' • • • •m ��� • 36° 1!6 144" 602 80 0 80 0 m 7/16-OVERALL LAW.GLASS 1•• t• •j i-VKIV •LAM.•AS• e°c 11 U�� 42" - 80.0 80.0 `1 V drawing no. BLAZING OPTIONS W03-39 ••• • • • • ••• • • sheat 2 of 8 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • 0 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF �v m n VINDCIW DIMS. OLA88 TYPB 'D' GLAD TYPB'B' BDVDOY! DIMS. GIABS TYPE'D' GLASS TYPE'B' n WIDTH LENGTH EXT.(+) INT.(-) EXT,(+) INTd-) WIDTH I LENGTH EXT,(+) INTd-) EXT.(+) INT.(-) Z 38 70.0 70.0 80,0 80.0 19-1/6' 70.0 70.0 8(1.0 80.0 42' 70.0 70.0 80.0 80.0 26-1/226' 70,0 704 80.0 80.0 48' 68.0 6&0 80.0 a" 37' 70.0 70.0 80.o 80.0 4{ 54' 48' 65.3 65.3 80.0 80.0 53-1/8' 70.0 70.0 mo 80.0 ♦'�,�7 o' 575 67.5 80.0 80.0 19-1/8' 70.6 70.0 a" 80.0 J i) 88' 51.1 51.1 80.080.028-1/2° 38-3/8 70.0 70.0 80.0 80.0 �r p 72' - - 80.0 80.0 37° 70.0 704 80.0 80.0 38' 66.0 56.0 80.0 80.o 53-1/8' 70.0 70.0 e0A 80.0 42' 80.0 60.0 80.0 80.0 19-1/8° 70.0 70.0 80.0 80.0 V Q 48' s75 57.s 8GA 80.0 28-I/2' 50-5/fi• 70.0 70.0 80.0 80.0 54' 60' 535 53.5 785 78.5 37' 70.0 70.0 80.0 80.0 L 80° - - 70.7 70.7 53-1/8' 63.7 63.7 80,0 80.0 Q • . ` - - 70.7 70.7 19-1/8' 70.0 70.0 �.0 80.0 36' 525 52.5 80.0 go.0 26-1/2' 63e 70.0 70.0 80.0 80.0 42° 72' 47.0 47.0 80.0 80A 37' 60.9 Ing BO.O 804 3 A 4W - - 80.0 80.0 53-1/8• 51.5 515 79.8 79.8 Sc - - 78.5 78.5 19-1/8° 70.0 70.0 80.0 som 38° a2.3 [M72 fico 26-1/2' 70.0 70.0 80.0 60.0 d 74-i/4 4a' 84' - 80.0 37° 47.1 47.1 80.0 B0.0 M AND LENGTH DUDWONS CAN BE ORIENTED '�• - 80.0 53-1/8" - - 79.8 79.8 VERTICALLY OR HORIZONTALLY AS SHM ABOVE. y^r 38' �. - 77.3 19-1/8' - - 80.0 80.0 Q 42' - 71.1 26-1/2' 76° - - 80.0 80.0 g 36° 108' - 72.0 37' - - 80.0 80.0 �ZZ 53-1/8° - - 78.8 79.8 Q � NOTE: 9,-- 1�M GLASS CAPACITIES ON THUS SHEET ARE q 9 h- BASED ON ASTM E1300-09 (3 SEC. GUSTS), g za2 op� � 1/8'ANN./TEMP.CUSS 1/8'TEMP.GLASS <com 1/4'AIR SPACE 1/4'AIR SPACE 1/8'ANN. GLASS 1/8'HEAT MEN-D GLASS 090'InteN C Saflax ClearrrAnd Cofor Glass C Saflet IChmrrAAnd Color Glass PRODLICPI EMUD By'Eastman Chemfaal Co.' By'Eastman Chemied Ca' w8fi8wRimma 1/8°ANN.GLASS 1/8'HEAT STREN'D GLASS *cNoNo15- 06 02 . 05 19SILICONE SILICONE1.'ruduat S DOW CORNING 898•• ••• • • DOW CORNING 899 _ o 2A GE 28M I! • • GE 28x0 (S.M.t.) • •• • i i EXTERIOR PLY OF GLASS TYPE 'D' • • • MUST DE TEMPERED TO DUALffY FOR •• ••• • • SMALL MISSILE IMPACT RATING. 7 AT 1/4 POINTS7 AT 1/4 POINTS EnV.'LAYIA ARM OURASEAL SPACER ALL SIZES : •:&RAS S•P • • ALL SIZES M 70692BY'QUANEW By y GLASS TYPE 'T?' i•• i• :•• i••GLAS1:wp! 11/16'OVERALL DISUL. LAM.GLASS 11/16.OVERALL INSLIL.LAM.GLASS r. Tl 2( 6 drawing n0. 4 i7 W03-39 GLA4W PETr I-VS• • ••• • • meet 3 of g • • • • • • • • • • ••• • • • ••• • 0 TYPICAL SEE ANCHORSELEV. TYPICAL ANCHORS ril ,f SPACING, SEEELEV. FOR SPACWGwow aiKEDGE WOOD BUCKS AND METAL STRUCTURE NOT BY AWP WINDOWS EDGE asT: EDisc MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEMAND TRANSFER THEM TO THE BUILDING STRUCTURE.EdTYPICALANCHORS: sm ELEV.FOR sPAcmlf4' Mk ULTRACON BY 'EICO' (Fw177 KSL Fp-155 fM) r �1 " 21 (Fu=125 KSI,Fy–IOO 161) 8 a F;W O 6 1 z INTO 2BY WOOD BUCKS OR WOOD STRUCTURES GG11 �jP , I 4 3 1-1/2' MIN. PENETRATION INTO W000 (HEAD/SILL/JAMBS) II n THRU 1BY BUCKS INTO CONIC. OR MASONRY rl FOR ANCHORS MASONRY (JAMBSRETE )SILL/JAMBS) Q ry SEE ELEV.SPACING 1-1/4'MIN. EMBED INTO i ACING _ r=-===—=--_____=i DIRECTLY INTO CONC. OR MASONRY r _ I I IDAMI-RADE COUWIY APPROVED 1 I i I MULLION&NULIONA1dCFi0R5 it 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 8 i`SEE SEPARATE NOA EOCE 1-1/4' MN. EMBED INTO MASONRY (JAMBS) I I iDIST. 11 012 TEn OR SELF DRILLING SCREWS (GRADE 5 CRS) y ----------- --- --_'j INTO METAL STRUCTURES r ! STEEL : 1/8'THK. MN. (Fy = 36 KSI MN.) y ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) 1 II (STEEL N CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) pQ� rlO a 1 I 910 C-uC OR SELF k'^ SCREWS (GRADE 2 CRS) Li u 0/� INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8') Z�ato 'I I+M1 I (NO SHIM SPACE) _ TYPICAL ANCHORS M N J SEE ELEV. FOR SPACM 11EICAL EDGE DIM• 'F d n A INTO CONCRETE AND MASONRY - 2' MN. W INTO WOOD STRUCTURE = 1' MN. INTO METAL STRUCTURE = 1/2' MIN. o "w WOOD AT HEAD, SILL OR JAMBS SG 0.65 WN. <m w CONCRETE AT HEAD, SILL.OR JAMBS f'a - 3000 PSI MN. C-90 HOLLOW/FILLED NORMAL WEMIT BLOCK AT JAMBS fm 2000 PSI MIN. SEALANTS: FRAME CORNERS AND INSTALLATION SCREWS SEALED WITH GE SILICONE SEALANT. o R 8� .. ••• . . . . . .. 4 3 • •• • • • • ^� aCroN� PR.O==RWASW , �,Ir�wlm Rrermdta Qo _ ZQI� a"A1RdPD 6 .,y. .. _ '. ; .��. ;W • : • � ` f C ,P 70842 an ¢..' a. ;• i 1 AKctwrts 1. •I • ELEV • drowtng no.FOR g.A(,yNG P ° FOR SPA ,CCING Ty EDDE Dir.� � U U W03-39 4heet 4 of$ • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• 0 0 o - nt7 - 01 �o �P c Qgpg 1/4'SHIM p tmlcAL aNcrloRs Mrx. � � a SEE FIZ FOR SPACIIQG 1/4-ANX 1/4'MAX. IL © D.L OPG. SEE ELEV. ANCHORS s>RMs FOR SPACING Q 20 3 TYPICAL ANCHORS _ SEE ELEV. FOR SPACING O 2BY D BU v � STRUCTURE - ov STRUCTURE m EXTERIOR — Z 'WND(HV WIDTH •• Zrp g I_ M W7 PCO�•4i �ao� MIAMI-DARE COUNTY A PPRA MULLION 174-MAI.ANCHORS SEE SEPARATE pOA SEE EI.V.FOR SPACING Ii Ii � I 1 u t Ii iI • • • • •• To o.. mo, it II • • • • • • oma �F 11 tt _ c=_ • • • .•• • O1 9 to • • • • • • b�a� �:_ I L---i I Sq,JAVAD 1ViMAD • ••• • • • • as C�r 92 • • • • • up�o�Yj�� laie6 g a8 NRND(AV WWIH NAW AW W�.! r .• DJD c°ae 3i- 0602 . 05 $ ffi S ••• • • •••`�' 11�HDc �n19 drawing no. s Ttc GU r 9 2Q76 W03-39 ••• • • • • •.• • sheet 5� 8 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITEM PART 9 QUANTITY DEWMPTION MATERIAL MANP./SUPPLIEB/REMA1M A495 "10,9411- -- 1 YE-88 4 WINDOW FRAME _ 8083-T8 - 2 YE-1405 AS REO. GLAZING BFAO(IAM.CLAM)(OPMNAL) X63-TS - ?A YE-43 AS REM. GAZING BEAD(INSOL.IAM.GLASS) 6083-75 - Z .75533 YE-818 4 COVER PLATE 8083-T94 YH-1485 4 raw CORNER KEY 6063-TSO�.891 5 M-622 AS READ. GLAZING VINYL 1.348 6 YF-10 2/CORNER FRAME ASSEMBLY SCREWS V- 08 xI-PN SMS. 1 7 1 AS RM. SEMNG BLOL'ALS EPOM I OURGMM BOt5 SHORE A ja 2.9641 WINDOW FRAME B de a SOD Sl a � .877 .045 -755 / Q I t o .608 / ® GLAZING BEAD (LAM, GLASS) /•/- � 4 � .290 .762 .690 I a m to=M I .874 WELDED JOINTS g O AT W 3 Z$iJi cLAZINc BEAD (WsuL. LAM. GLASS) M CDM CIRCULAR tI7NDOWS RECT. OR SQUARE WINDOWS m ' • • • •• • • ••• M CORNDETAT • ••• ••• ••• ••• LS • • •• Nr.JAW AHYAD •F 4 CN6. • ••• ••• •••PRODU VM36 FLA B 0592 • • • • • as�° X10 j°Mda 3538 cfr••• • • •••T' ° drawing no. BY PTadOct ° Za16 W03-39 V aheei g of 6 • %00: • • • • • • • • • •• •• • • • •• •• ••• 0 0 0 000 0 0 MiAMt•t?ADE ® MIAMI-DARE COUNTY,FLORIDA MENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 15 SW Street,oom8DElARTiPRODUCT ON BOARD AND CODE ADNIIMSTRATION DIVISION T(786)315--2590 F(786)315-2599 NOTICE OF ACCEPTANCE {NOA) www M1L%dade eov/economv Lawson Industries,Inc. 8501 NW 90 Street Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County RER— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below..The Miami—Dade County Product Control Section(In-Miami—Dade County)and/or the AHJ(in areas other than Miami--Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. Does DESCRIPTION: Clipped Extruded Aluminum Tube Mullion w/and w/o Stee1•�2 inf rceme•f*••M.I.*••••• APPROVAL DOCUMENT: Drawing No. LAW--ML-1001,titled"Aluminum Tube•Mullioas"dieets 01•• • through 10 of 10, dated 04/27/10 with revision "B" dated 08/01/14,prepared b9"Allefacturer, Signed apd...; sealed by Thomas J. Sotos,P. E., bearing the Miami—Dade County Product Contrbr Sbction Wvisidn stand ' with the Notice of Acceptance number and Expiration date by the Miami—Dade-�G�ounty Product Contro� • Section. ...a ••••06 00 000 ••••• MISSILE IMPACT RATING:Large and Small Missile Impact Resistant *-*see ••' 600••• LABELING: Eachunit shall bear a permanent label with the manufacturer's nama or logo;ity, stake;"0• series and following statement: "Miami—Dade County Product Control Approvk.-jivess oJ4ervise notod"•; herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 12-0127.07 and consists of this page 1 and evidence pages E-1,E--2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon,P.E. rnr��.oa coutanr NOA No. 14-0908.08 + ` Expiration Date: May 30,2017 Approval Date: November 06,2014 Pagel Lawson Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA's No.'s 02-0501.05 and 95-1212 09) 2. Drawing No. LAW-ML-1001, titled "Aluminum Tube Mullions" Sheets 01 through 10 of 10, dated 04/27/10 with revision"B"dated 08/01/14,prepared by manufacturer, signed and sealed by Thomas J. Sotos,P.E. B. TESTS 1. Tensile Test report on 0.10"thick wall aluminum tube mullion,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-•02TO71,dated 09/16/02,tested per ASTM E8, signed and sealed by Rafael E.Droz-Seda,P.E. (Submitted under previous NOA No. 02-0501.OS) 2. Test report on: 1) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked-up drawings and installation diagram of 120" span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering& Testing, Inc., Test Report No. HETI-02-1714, dated 08/27/02, signed and sealed by Rafael E.Droz-Seda,P.E. (Submitted under previous NOA No. 02-0501.05) ••:: son •• 0606 ••, • 3. Test report on: 1) Large Missile Impact Test per FBC,TAS 2Ot-•94. • .. .. ...... 2) Cyclic Wind Pressure Loading per FBC,?'A8703 94 :....: along with marked up drawings and installation diagram of aj-.*inch spj-Q% min4e"••• tube mullions with C4 x 4.5 steel channel reinforcemen;.freared b}c.Hurricand..' Engineering & Testing, Inc., Test Report No. HETI--02--1746,-dated 87ilW, sign,&•:- and sealed by Rafael E. Droz-Seda,P.E. ;••;•; • (Subsnitted under previous NOA No. 02-0501.05) """ 4. Test report on: 1) Large Missile Impact Test per . FBC,TAS201-94. ... ..... 2) Cyclic Wind Pressure Loading per FBC,TAS 203--94 •• along with marked-up drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1718,dated 8/27/02,signed and sealed by Rafael E.Droz-Seda, P.E. (Submitted under previous NOA No. 02-0501.OS) 5. Test report on: 1) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked-up drawings and installation diagram of an alumintim sliding glass door, prepared by Hiuricane Engineering & Testing, Inc., Test Report No. HETI-02-1717,dated 08/27/02, signed and sealed by Rafael E. Droz-•Seda,P. E. (Submitted under previous NOA No. 02-0501.05) Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 14-0908.08 Expiration Date: May 30,2017 E-1 Approval Date: November 06,2014 • Lawson Industries Inv., NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED B. TESTS(coNmm) 6. Test report on: 1) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked—up drawings and installation diagram of an aluminum sliding glass door,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-1376, dated 01/31/96,signed and sealed by Gilbert Diamond, P. E. (Submitted underprevious NOA No. 95-12IZ09) 7. Test report on: 1) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked—up drawings and installation diagram of two aluminum horizontal sliding windows mulled at top with a 90--inch span mullion and a 45--inch high fixed window on top,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-1383,dated 02/13/96,signed and sealed by Gilbert Diamond,P.E. (Submitted under previous NOA No. 95-1212.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010, prepared by manufacturer,dated 05/17/10 and updated on 01/25/12, prepared, signed and sealed by Thomas J. Sotos,P.E. 0000 (Submitted underprevious NOA No. 12-0127,07) oo •••••• •••••• 2. Glazing complies with ASTM E1300-04/09 •' . : '. 0000.. 0000 0000.. 000000 0 D. QUALITY ASSURANCE •••••• 0000 1. Miami—Dade Department of Regulatory and Economic Resoufdff�RER .-•••' ••:••0 .000. 90000 E. MATERIAL CERTIFICATIONS 90 66° 90.66�: 0000.. 1. None. • 000000 . . 0000.. F. STATEMENTS •• ••• • 1. Statement letter of conformance to and complying with FBC 5t"Edition (20104), issued by manufacturer,dated 09/02/14, signed and sealed by Thomas J. Sotos,P. E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State, 3. Statement letter of conformance to and complying with Ft3C 2010, issued by manufacturer,dated 01/25/12,signed and sealed by Thomas J. Sotos,P.E. (Submitted under previous NOA No. 12-0127.07) 4. Statement letter of no financial interest, issued by manufacturer, dated 05/20/12, signed and sealed by Thomas J.Sotos,P.E. (Submitted underprevious NOA No. 12-0127.07) Jaime A Gascon,P.K. Product Control Section Supervisor NOA No. 14-0908.08 Expiration Date: May 30,2017 Approval.Date: November 06,201.4 IE—2 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTMUED) 5. Notification of Successor Engineer for manufacturer's NOA document per Section 61G15-27.001 of the Florida Administrative Code, notifying original engineer that the successor engineer is assuming full professional and legal responsibility for all engineering documents pertaining to the NOA's No.'s 06-0620.17 and 06-0620.18, dated 05/20/10,signed and sealed by Thomas I Sotos,P.E. (Submitted underprevious NOA No. 10-0610.02) 6. Laboratory compliance letter for Test Reports No.'s HETI-02-1714, HETI-02-1716, IUETI-02-1717, HETI- 02--1718, dated 8/27/02 and HETI-02-T071, dated 09/16/02, all issued by Hurricane Engineering &Testing,Inc., signed and sealed by Rafael E.Droz-Seda,P. E. (Submitted render previous NOA No. 02-0501.05) 7. Laboratory compliance letter for Test Reports No.'s FTL-1376, dated 01/31/96, and FTL-1383, dated 02/13/96, both issued by Fenestration Testing Laboratory, Inc., signed and sealed by Gilbert Diamond, P. E. (Submitted under previous NDA No. 02-050.1.05) • • •G0• Gse•s• G. OTHERS 00 a0 a 0 1. Notice of Acceptance No. 12-0127.07, issued to Lawsoir-Iq stries;-Int-4or thein%- Series "Clipped Aluminum Tube Mullion w/ and w/o Stedl•RWforcement-L.M2::,..; sees approved on 03/29/12 and expiring on 05/30/17. 0*00 • ••ssoG •os• ..... .. .. .... .000.0 . . . . .•see• • . . *Goose •• • ... Jaime D.Gascon,P.E. Product Control Section Supervisor. NOA No. 14-0908.08 Expiration Date: May 30,2017 Approval Date: November 06,2014 E-3 r 0 ANCHOR/CUP THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT GLAZING ANCHOR/CLIP AND CAN BE USED WITH ALL LAWSON'S MIAMI—DADE COUNTY APPROVED IMPACT AND NON—IMPACT PRODUCTS, c PRODUCT HORIZONTAL MULLION 3 RECTANGULAR A AAAI M TUBE MI 11 IAN$ o w q ANCHOR/CUP HORIZONTAL MULLION GLAZING USING MULLION PROPERTIES ONLY —°� y r I PRODUCT + a GENERAL NOTES: Hom $ate 3+ 1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE 3 x REQUIREMENTS OF THE FLORIDA BUILDING CODE 2014 EDITION MUDING VERTICAL VERTICAL B + `� HIGH VELOCITY HURRICANE ZONE (HVHZ). z o MULLION z q Z MULLION � g 2.ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUSE MEET THE APPUCARI.E FLORIDA BLDG.CODE REQUIREMENTS LE:WIND LOAD.WATER a o INFILTRATION, FORCED ENTRY RESISTANCE,SAFEGUARDS ETC. 1 GLAZING GLAZING GLAZING o h 3. MULLIONS ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS. GLAZING 3 INCLUDING WINDOWS. DOORS OR COMBINATIONS MAY BE MULLED. W PRODUCT PRODUCT PRODUCT a PRODUCT $ X 4. DS BUCKS 8Y OTHERS.MUST BE ANCHORED PROPERLY TO TRANSFER = LOADS 70 THE STRUCTURE. 5.ANCHORS SHALL BE AS OSTEO,SPACED AS SHOWN ON DETAILS.ANCHORS ANCHOR/CU EMIIEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 6.ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL7-A LOAD OLIPATION WOOD ANCHORS ONLY. ASE IN ALLOW STRESS IS USED M DEIGN OF Wt W2 W3 e.MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS, „( 9 THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET M MULLION SPAN MULLION SPAN THE REQUIREMENTS OF THE 2014 FLORIDA BLDG.CODE-SECTION 2003.8.4. $ � WIDTH (W) = Wt + W2 + W3 qzl p Qa 2 CLIP NOTED- 1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET ANCHOR/CLIP 2 OF 10 FOR DETAILS AND NOTES, ANCHOR/CLIP s REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS HORIZONTAL MULLION 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET .. e 4 OF 10 FOR DETAILS AND NOTES. ' g GLAZING " REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS g E VERTICAL .' ' PRODUCT ��`:�� 3 3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS r MULLION 6, 7, 8, & 9 OF 10 FOR DETAILS AND NOTES. $ + N " REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS 4 2 GLAZING GLAZING PRODUCT PRODUCT GLAZING GLAZING II PRODUCT PRODUCT z z¢ a CHOR/C VERTICAL c y MULLION ANCHOR/C� ••i i i • ••• ' • • •• � • • • • • • • J -�'t..A WT • • • •• d9 W1 1V2 W MULLION SPAN •� ,�, A Wt + W2 • • • • • • • • • PRODUCTROVISOD '� F 3 WIDTH (W) = WIDTH W = Wt + W20 • • • • • • • nsoomptYmgaM>gu+elnmtaa 2 ( —2, • • • • • • • • • Aims " o8 • % • • • • • • AcceP"oNo / TYPICAL MULLION ARRANGEMENTS •• • • ••• ••• ,Ninril aUaProuaCovhot �`�Y:t;:."`i A • •• •• • • • •• •• ••• • • • ••• • • L690 196 TYP. __ 'm Lm �— 12s o r 3-000 ro y 1.409 4-000 4J M L732 L9oo L 12s 0 " �- x. 2 . 3AW 13062 3.000 .1mm p ao�i ga 4.500 srD.XTUBE WINDOW Rum 2.000 L732 2-062 2A go 2X-MULUON CUPLL _ o 8@6$-TB .156-T .tot -L000'^1 156r .076 2IL m 6m 2 X B Lo62 Li66. Ga62 LiesSTD1 X4 1 X3 1 X3 1 X2 1 X2 1dScUSTOM MULLION GIGTOM MLDIION CUSTOM MULLION CUSTOM MIIC�ISTOM MULLION pa 8063-�TO 6063-T6 6063-T6 60&}76 63-Ts Ixx: 2.070 Ino hoc 1.000 in4 hDc 0.950in° boc 0.370 in4 I= 0.330 in4 Sxx: 1.035 Ins Sxx 0.6&7 k? Sxx: 0.633 Ina S= 0.370 ins Sxx: 0.330 ins(FLANGE FRAME) (FIN F—) (FLANGE FRAME) '(FFN FRAME)MMpIlLr FRAME) �I STANDARD TUB"SHAPES �ALL 2=� as wmN Mft0Ml`IQW3 li ALLOY 6083-TB Lm- ® o PT b pz .730 5 6ttY.4Zl�t�i PROMW .12s E NO•cryD da {� +4 124 LOW 13y r a4 Lego 2n� 'm . 2.� 129 2RS0 4= 6.000 3'080 123 4= 2,600 a lff 9 o 1X MULLION CLIP 200p 3 4�0 4= LI J, L 1 6 $ 8083-TB MULLIONS CONTAINING 1 X 4 1 X 3 1 X 2 'L• NOMH 'L' STD. TUBE MULLION STD TUBE MU U�.^� STD . TUBE MULLION � OPn TYPICAL GLARING PRODUCTS 2 X 66OW-Te am-76 6063-T6 c -HORIZONTAL OR YERTI.AI 2 X 4 Ixx: 2.070 in" Ixx: 0.950 ire Ixx: 0.330 in4 a o a SEE W7iDOW OR ODOR APPROVAL FOR '`+YO TUBE MDLI TON M. ILIBE MULL I ITTN Sxx: 1.035 ins Sxx: 0.633 ins Sxx: 0.330 ins *' FASTENERS SIZES AND SPACM 8083-76 am-To ® o I= 8.280 in4 bcx: 2.980 int 2i Sxx: 2.760 Ins Sxx: 1.490 ins s � •L' q,' CLIP LENGTH RECTANG IT Aa Al 11M UM TUBE MIR 1 1nTdC , MULL V • INSFRLATIGNSti•• ••• USING MULLION PROP RT1EC ONLY '"i'�fEdD�7AP ,S FOLLOW& I X 2 1.688' •• •� �..�'e._ ,�•,,,`�••• • THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT �• . 1 X 3 2.688' •• WWI 1"�'�°"4^Iwt• :=�FOR PARTUXAM OPENM AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADS COUNTY APPROVED IMPACT AND NON-IMPACT flEQIPRODUCTS. NOTNOTCH STEP.�USE 4PPNOVED OIAmc PRODUCTS&wEm A90VE LOAD 1 X 4 3.688' MENTS ' I OPTWNAL 2 X 43.688' USECONNEGRON TO MUWON AS PER PROM= 129 EON. • • • AYM..• .NOTES; 2X 6 5.688' i MM-4w�#A.Vum �O {$•• 1. REFER TO THE GENERAL NOTES ON SHEET 2b80 1.ALL CUPS AND ANGLES O FIT •US6�ii DARTS ON SHKI 3 OF010`ELECT MAIM SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE. SNUG INTO TUBE MULLIONS. WRR DES�N RATArO Mo•E'MAY aEION LOAD SPECIFIED ••• 1�S1EP•1 ABOVE. • • • 2. MULLIONS MAY BE ORIENTED VERTICALLY OR AN 1 2. WHERE ANGLES ARE NOT FR SNUG tkrtvO A� A YYpgya� TNRD 9 ANo CHARTS HORIZONTALLY. INTO TUBE MULLIONS, SEE OPTIONAL STEP 6 ON SNELT 9,SELECT ANCHOR TYPE WH DEMN RUM 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION "Y ANCHOR DETAIL AT SHEET 9 OF 10, MORE THAN YNE DESIGN LOADS SPED W IN STEP 1 ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. • •• •• • • • •• •• ••• • • • ••• • TUBE M--K= BE I Width W MULL SPAN 1X2 1X3 1X4 2X4 2X8 Width MULL SPAN 1X2 9X3 1X4 2X4 2X6 Width MILLMAN 1X2 1X3 1X4 2X4 2X6 y 18 1 W.0 150.0 160.0 150.0 160.0 28,3 81.6 150.0 950.0 150.0 18 = 24 150.0 150.0 950.0 150.0 150.0 24 19.3 42.1 80.5 150.0 o x 30 123.0 9�.0 150.0 150.0 160.4 30 2 �'� 1332 150.0 160.0 24 31.5 46.4 1262 0 q 38 102.5 150.0 150.0 9600 150.0 36 97.0 48.9 108.5 1500 150.0 30 - - 25.2 38.3 100.9 m y 42 40.7 88.8 127.8 150,0 36 21.0 30,3 84.1 87.9 150.0 160.0 1600 9500 42 34.9 78.1 109.5 1500 42 18.0 25.8 72.1 w 48 3&3!8 78.9 150.0 150.0 150.0 160.0 48 74-114" 30.8 68.6 95 8 150.0 48 120" t° Q 64 68.3 137.6 160.0 150.0 160.0 54 16.8 22.7 83.1 018.2 5046 .. � tia so 61.5 123.9 150.0 150.0 150.0 60 272 89 2 86.2 150.0 54 - 202 66.1 ai Be 24.4 63.3 76.7 144.2 80 _ m 8 55.8 112.6 160.0 160.0 160.0 88 22.2 48A 69.7 131.1 68 18 5 45.8 z c o � 72 51.3 1032 150.0 150.0 160.0 72 2D.4 44A 63.9 1202 72 8 47 3 95.3 150.0 150.0 160.0 78 -5-9 - - 15.1 42.1 0 m_ O 18.8 41.0 0 4109 78 38,8 n 24 893 1�.0 15D.0 1500 7500 18 $8.3 122.8 150.0 160.0 18 30 24 67.0 150.0 150,0 16Q0 150.0 24 31,8 45.5 1284 42.2 92.0 1324 150.0 24 - 23.7 34.9 94.8 53.8 142.3 150.0 150.0 150.0 30 33.8 73.6 105.8 1500 30 99,0 27.3 76.8 W 42 44.8 118.8 1f�,0 1500 150.0 38 28.1 61,3 88.3 1500 36 (q 42 38.3 101.7 150.0 15QO 150.0 42 15.8 22.7 832 ri 48 33.5 89.0 145A 160.0 960.0 48 84" '� 6 75.7 150.0 42 18.5 54.2 29.8 79.1 1292 1540 150.0 64 21'1 0 60 662 140.8 48 132" 17.1 47.4 98.6 40.8 68.8 1252 64 162 42.1 28.8 79.2 118.3 950.0 150.0 16.9 36.8 53.0 1127 6D 9 24.4 64.7 105.7 950.0 950.0 88 15.3 33.4 48.1 1024 68 72 22.3 69.3 96.9 1395 150.0 72 34.5 0. 78 20.6 54.7 89.6 128.8 150.0 78 30.7 44.1 83.9 72 31.8 y e 18 62.6 150.0 150.0 1500 150.0 18 82.3 40.7 86.7 78 29.2 �} 37.7 82.1 118.3 150.0 18 1 48.9 135,1 150.0 16Q0 150.0 24 24.3 35.0 87.4 30 28.3 81.6 88,7 750.0 24 18.3 23.3 73.0 37.5 908.9 1�.0 150-0 160.0 22.6 48,3 71,0 150.0 30 42 21.0 58.4 38 31.3 9D.1 150.0 16Qd 150.0 38 18.8 41.1 69,1 143 26.8 772 731.1 1680 9500 42 16.2 35.2 50.7 1232 42 17.5 48.7 '� �" 23.5 67,5 114.7 150.0 150.0 48 98" 75.0 41.7 �} 30.8 44.3 107.6 144" 38.6 ` 20.9 60.0 101.8 146.8 150.0 �72 - 27.4 39.4 95.8 54 32.5 1�`a11 Bfl 18.8 54.0 91.7 1321 950.0 24.8 35.5 86,3 60 66 17.1 49.1 83.4 120.1 160.0 292 72 15.8 45.0 76.5 110.1 160.0 YL4 32.3 78.4 28.6 0 78 - 41.8 70.6 101.8 150.0 78 2D•5 29'6 71.9 72 24.3 99.0 .3 86.3 78 22.5 8 18 48.3 133.4 150.0 150.0 150.0 18 25.5 57.7 83.1 160.0 18 24 34.8 100.0 960.0 1500 16110 24 31.0 86.1 $ E 19.8 43.3 62.3 150.0 24 23 3 84 6 1 # � l �' 27.8 80.0 160.0 150.0 1500 30 - 15.8 34.8 49.8 136.3 30 - - 38 232 66.7 1252 150.0 1600 36 18.6 61.7 w 19.9 572 107.3 150.0 160.0 42 28.7 41.5 113.8 38 15.5 43.1 48 83" - 24.7 35.6 97A 42 38.9 1so - 5A 60.0 83.9 136.1 1500 48 1�" 21.6 31.1 852 48 160" 54 15.4 44.6 83.4 120.1 150.0 6432.3 19.2 27.7 75.7 64 66 40.0 76.1 108.1 150.0 80 17.3 24.8 88.1 28.725.8 38.4 68.3 98.3 1500 88 15.7 22.7 82A 72 33.3 62.8 90.1 150.0 72 F _ 20.8 56.8 72 �_b Q $t 78 30.8 57.8 832 150.0 78 19.2 52 4 78 99.9 UULUOR• • • • • • • • vERItCa� �,• P • MI I •IdW46 %RRANGEMFIVT$ • • •UujOm • nR!'ft ro 1sE Q"auaeo ••• z ttM RECTANGULAR stwPIE CLAZNO QLAZM R0 PRODUCT PRODU4'TREMED y : •:• �tULLIO LA RATED IN THESE CHARTS MAY BE ORIENTED °gw-PtyhL wilb doplmf& Gtnz�ro CLAM • • 3 •ART"LAY OR•L4�{2171jALLY. t3uAat CWo Pttowtcr PROWlC} • • (IR•TERPOLATIOii BEil4fi<EDI WIDTHS ALLOWED) accePtm�,No • •• • • • • • • W1 w2 I rVADIT-H-m •••w1 2 w2 0;. •y,. .,: MULLION SPAN memiT7edoPradmtOOWm1 j°' :t ¢u::i;�r°�4 �7 d 000 0 1690 '.1�— .125 L000 ,062J ,egg . L I.WO a" .IS6 TVP. 312_ I=X25 b� Ly� i 3,000 Ci Ko 1.405 arm . 4000 4' o .115 L732 2 X 4 3Aoo a v L L TYPICAL 4=m3,62,g 3A00 2 3.000 34162 W O pNp e 4.500—_� - WINDOW FRAME t`v 2X MULLION CLIP as c z 0063--Ts 1 2 X e �� Ls=�'" ash I 'we— h1� a n= 8 F- 1 X 3 L188 L �1• �� -L-'N 6 11LION 1 X 4 1 X 4 L962 STD. TUBE MULLION 1 X 3 0 608CUSTOM M rrlN STD. TUBE MULLION 1 X 3 6083-78 1 3.- 6083-TS CUSf�!AN .CIISTa1M�,.-76 I I[_1N 6063-TB y Ixx: 4.709 int 11x: 4.709 int Ixx: 2.168 in! Ixx: 2.168 int 11x: 2218 int `C e � 2.000 Sxx: 2.355 in3 Sxx: 2.355 in3 Sxx: 1.445 iti Sxx: 1.445 in3 Sxx: 1.479 in3 0 o (FLANGE FRAME) (FLANGE FRAME) o STANDARD TU8U1M SHAPES (FIN FRAME) A -j TYP.WALL-AW ALL WOO— ALLOY k00 m ALLOY n 6063-T6 Ft2 R, ,750 TYPICALGLAZING efP��T V� fY 2�0 .123 RESO "� � �y 40� 4500 4.0� 125 1X MULLION CLI a o 6063-T6 3�0 4'� 3,6i:3 1 MULLIONS CONT w1Nr l g u oPio� 2 TYPICAL GLAZINE; ERODLITS Ll HORIZONTAL OR V RTICAL m PRODUCER8VL4ED 0 o SEE WINDOW OR DOOR APPROVAL FOR 2 X 4 aCO1QplYIgS lire l9eatde m r 0 2 X 6 ® FASTENERS SIZES AND SPAGNG STD TUB Min I ION M. STD TUB uLuLLnN I..-, a, O . BO[U-T6 6083-T8 -t Ixx:19.6M int Lm 7.649 int fi •L• L CLIP LENGTH Sxx: 6.549 0 Sxx: 3.825 in! i'a°dxctC�1 ' Ah "L" ••• S'• • • •• RECT AL2 ALUMIN M TUBE MULL joN¢ MULL • ••��° FOLLOW& U�ILIG MULLION PROPERTIES ONLY11 1 X 2 L688' ':a §tattelaeaseaa. 1 X 3 2,688• • • • 1� �1 FOR PARIICUTAR OPENRIO. THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT NOTCH = 2 A G&j P+ISd=MEETING Amw LOAD AND CAN BE USED WITH ALL LAWSON•S MWMI-RADE 1 X 4 3.688' R em COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. �. v. P2 X 4 3.688' STEP, LOSE CONNECRON To MULLION As PER PRODUCE .•< is 'y Fr • •• AFPROVA. NOTE: i �' .11!5 MIN. 7 2 X 6 5.688' ST 4 SlEN3}Y MA•QUUMI SHOA aPAGNG. ` 20oF1 • • • • 1. REFER TO THE GENERAL NOTES ON SHEET 1. ALL CLIPS AND ANGLES ARFy FIT DTo IELEa►MILLION s+zE 1 OF 10 FOR BUILDING CODE COMPLIANCE. LSNUG INTO TUBE MULLIONS. • T D LOAD SPEcnTEO 2. MULLIONS MAY BE ORIENTED VERTICALLY OR A Ip 2. WHERE ANGLES ARE PLOT WL GNUG •L G TYPES 1Lu61 6 AND ANCHOR CHARTS; HORIZONTALLY. 6tO83_T6 INTO TUBE MULLIONS, SEE OPTIONAL STEP 6 O N L"soh z DESIGN RAM 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE"ON LOADS SPEWIED BN STEP I ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. • ••• • • • • ••• • A STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS Witlth w. MULL SPAN 1 X3 1X4 2X4 2X8 Width w MULL SPAN 1 X3 9X4 2X4 2X8 Width w MULLSPAN 1X3 1X4 2X4 2X0 18 24 160.0 960.0 150.0 150.0 18 150.0 160.0 150.0 160.0 18 44.0 7-1 150.0 150.0 g • 160.0 160.0 150.0 150.0 24 139.6 950-0 1 150.0 160.0 24 33.0 1 71.8 116.8 1 150,0 q z 36 150,0 150.0 160.0 150.0 30 111.0 150.0 150.0 160,0 30 26.4 57.4 93.2 150.0 402 `o' q �9 30 160.0 150.0 160.0 150.0 36 93.0 160.0 150.0 150.0 36 22.0 47.8 77.7 160.0 M 42 tb0,0 180 0 160.0 150.0 42 79.7 150.0 150.0 150.0 42 18.9 41.0 88.8 150.0 48 38.3/8" 150.0 960.0 150.0 150.0 48 74-1l4" c v e 89.7 150.0 150.0 150.0 48 120" 16.5 35.9 58.3 149.7 64 150,0 150.0 160.0 160.0 64 62.0 134.8 150.0 160.0 64 31.8 51.8 133.1 BO 150,0 160.0 150.0 150.0 80 55.8 121.2 160.0 150.0 80 28.7 48.8 119.8 q 00 160.0 150.0 160.0 160.0 88 50.7 110.1 150.0 160.0 88 28,1 42.4 1089 T2 150.0 16Q.0 150.0 150.0 72 46.5 101.0 950.0 150.0 72 23.9 38.9 99.8 gg 150.0 150.0 150.0 160.0 TB 42.9 83.2 150.0 180.0 22.1 35.9 92A i6 s g 18 150.0 160.0 150.0 150.0 18 128.4 150.0 160.0 160.0 18 33.1 71.8 116.8 960.0 I 24 150.0 150.0 150.0 160.0 24 96.3 150.0 150.0 150.0 24 24.8 53.9 87.8 160.0 30 150.0 160.0 150.0 150.0 30 77.1 150.0 160.0 150.0 3036 19.9 43.1 70.1 150.0 42 W R 160.0 160.0 160.0 160.0 36 64.2 139.5 150.0 150.0 38 16.5 36.9 58.4 150.0 48 50-518, as 0. 150.0 150.0 150.0 150.0 42 66.0 119.5 150.0 150.0 42 30.8 50.0 126.5 $ 150.0 160.0 160,0 150.0 48 84" 48.2 104.6 160.0 150.0 48 132" 27.0 43.8 112.5 $3 84 150,0 160.0 150.0 150.0 64 42.8 93.0 150.0 950.0 54 q 80 24.0 38.9 100.0 gg 160.0 950.0 150.0 150.0 80 38.6 83.7 135.9 150.0 00 21.6 35.0 90.0 ® o g 60 147.7 160.0 150.0 150.0 80 35.0 78.9 123.8 150.0 68 18.8 39.8 81.8 k 72 135.3 1 60.0 150.0 150.0 T2 32.1 89.7 113.3 150.0 72 18.0 29.2 75.0 78 124.9 160.0 150.0 150.0 78 29.6 64.4 104.6 150.0 78 18.6 28,9 88,2 4�1 18 960.0 169.0 160.0 950.0 16 86.0 150.0 150.0 150.0 18 25.5 55.4 89.9 160.0 24 160.0 150.0 160.0 160.0 24 64.5 140.1 150.0 150.0 24 19.1 41.5 87.5 150.0 160.0 150.0 150.0 150.0 30 51.8 142.1 160,0 160.0 30 16.3 33.2 54.0 938.8 �a 30 150.0 160.0 150.0 150.0 38 43.0 93.4 150.0 150.0 30 27.7 45.0 11 b.5 42 160.0 150.0 150.0 150.0 4Z 36.9 80.1 130.1 150.0 42 23.7 38,6 99.0 48 57" 160.0 160.0 150.0 150.0 48 98" 32,3 70.1 113.6 150.0 48 144" 137.0 150.0 160.0 150.0 64 20.8 33.7 88.8 28.7 62.3 101 2 150.0 54 18.5 30.0 77.0 80 123.3 150.0 150.0 150.0 80 25.8 56.1 91.1 150.0 60 16.8 27.0 68.3 88 112.1 159.0 1 .0 150.0 68 23.5 61.0 82.8 150.0 88 16.1 24.5 63.0 72 102.8 150.0 150.0 150.9 72 21.6 46.7 75.9 150.0 7267.8 0 + 78 94.8 50.0 150. 150.0 78 22.5 57.8 19.9 43.1 7 .0 6Q.0 78 20.8 53.3 18 160.0 150.0 150.0 150.0 18 60.4 131.2 150.0 150 0 18 22.0 48.0 78.6 160.0 + g Xg 24 150.0 150.0 150.0 150.0 24 45.3 98.4 160.0 150.0 Z4 16.9 36.7 58.7 160.0 3 B 30 150.0 150.0 150.0 150.0 30 36.3 78.7 127.9 150.0 30 29.4 47.7 122.8 30 160.0 150.0 150.0 150.0 30 30.2 66.6 105.6 150.0 36 24.5 39.8 1022 42 130.5 950.0 160.0 150.0 42 25.9 582 91.4 150. 42 1.0 34.1 87.8 48 83" 1142 160.0 160.0 150.0 48 108" 22.7 492 79.8 160.0 48 160" 18.4 29.8 78.6 64 901.5 150.0 150.0 150.0 64 20.1 43.7 1.1 150,0 84 18.3 28.6 88.1 60 91.3 160.0 150.0 160.0 80 18.1 39A 84.0 150.0 80 23.9 81.3 g n • 83.0 150.0 150.0 160.0 72 16.5 35.8 58.1 147.0 68 21.7 55.7 +t' 72 7B.1 142.4 1bQ.0 160.0 T2 15.1 32.8 53,3 134.8 72 19.9 51.1 a �° 70.2 139.4 160.0 960.0 78 30.3 49.2 124.4 8 18.4 47.2 HOR80NT mum • ••: • • • • •• }y�.��•• • • • • .,oy{a14a 11aYafp '`ANG • • ••PtAI! bmLVeAE%NGEMENTG PROD= ......... um ARCHES To eE GPSCR�ED• •• p®� `r o IN=RECTANG"SHAPEy. ... Kum GiCn GLAZING Zd NOTE: � • ' �i PRatwcT PROD= NOTE in f 004 MULLION$ RATED IV THEE CHARTS MAY BE ORIENTED � aSe ,� CALLI� NOR�'0 AILLY. B�ialdingCmta PRomlcr OR PRamrcT•• • N RflQ4ATOR �TWEP•N WIDTHS ALLOWED) NO �" ®91✓C> W1 w2 MULLION SPAN WIDTH (W) =••�' Ztil2 waanl-�mWPmdnelCawnt 1 1 4" MIN. 5/16-T MIN. EDGE DIST. / t-t/2•CLIP(I O PENEMRONWM) 1-t/2"MIN.WADtrgi 2-3116" CONCRETE OR EDGE DIST. z PER can(t ON EACH wltG) LLOW BL CK 6/16•TAPOON$ 5/1g'TAPC�15 i-J/Y MR4.IRUBEP(2 INTO ANSOPBEY O IN 4 PER CLIP(4 ON yyny6? UN.DARED INTO IAASONRY O 2 PER ANQLE m Q N I �Z � � •1 - `� M OmD •.o • t: m 1 I 1 1 w�H m 1 1� ��M $ I 1 Z 7 Z Z @J " --------- 1`_I iX FLOATING CLAP 1.02 U 2 IN. I I g m x O N 1 a BY 1 I I I ALUM Anrot.E MIN. II fI aa66 I I MD B= I I 1 I _----- -----1 t BY 4r�-A, I'I II �a � 1 I 1 I I I \ I " I WOOD BifClt r `; fx FLOATING CLIP " I ALUM2ANGLE8• q i I I I 1 1 RR w{ Z, I 1 1 3/4" MIN. EDGE DIST. 1-1M"Mme. 5/16"NEETR ANCHORS TYPE 'D' (INTO BLOCKS U � ANCHORS TYPE 'G' (INTO CONCRETES ® 41 ALL CLIPS AND ANGLES TO FIT SNUG 4 ANCHORS THRU 1X BUCK a' C INTO CONCRETE OR BLOCK 4 I z TAP TUBE MULLIONS, 1"x4" & 2 z4" MULL p � TAPCQNS MAY BE HEX OR FIAT HEAD. �1 a e MIN. EDGE DIST. a I i i 2-3/16"CONCRETE OR .Q o 4" HOLLOW 8 F 1 2 BY I I t-J/4"mm.EM6EDgD7F0 MASOtaty $/16'TAPCONS I`--------_1 WOOD BUCK 1 U aMUlA4Mx'GLE6• I 2 PER CUP(1 ON EACH Wm) 1-J/t•MIN.EMKO PER ANGLE 1t UI i i ALL CLIPS AND ANGLES TO FR SNUG t. \z •I . 1. ,\z AN01=LOCATION1 INTO TUBE MULLIONS. ..'-,. .'v M �: •.M g : v _� •( v TAPCONS MAY 13E HEX OR FIAT HEAD. �- ANCHORS TYPE 'A' 1 2 ANCHORS INTO WOODLEW ii 1 1/4- IN. 6/16"TAPCONS -- V=am I I tx FLOATING c� E / D 141 CLIP WOOD EACHPENETRATION 6/16'TAPOONS cV 1 1 1 i ;! AMU ANGLE 2 x t 8• b PER < WING) 1-1/2"MIN.WOOD PENEI Tmm I I 1 t t I $ 2 PER ANGLE I I 1 1 ! I I 1 1 i 1 z ANCHORS TYPE 'C' (INTO BLOCS a g 1 • • I "' L'N-14 ANCHORSTYPE 'F' (INTO CONCRETE)yw:: 1� 2 ANCHORS THRU 1X BUCK / 1 1 • I 1 • ••• •• •• 1 INTO CONCRETE OR BLOCit ``'`L11111rBFFpy4'v�n 1 1 ' 1 4" i i •• I• •• • • L_J FLOATING CUP I I 2 X 2 X 1 8• 1 1 S 6: WOOD BUCK 1 ; . • 1 I I • • • 1 1'RODllCT R&VISSD f'�,S.V ,¢.• • • • • • • --------i Bulli iC68o kllmFtmida .� - 'z yr ANCHORS TYPE 'B' ••• s ••• i•• • ALTEpNATE 4 ANCHORS INTO WOOD ANCHOR LOCATIONso de)roduclControl "°' :r-- ,.< ••• • • • ••• • • MIN. EDGE DIST. 8Is-TAPCONS MIN. EDGE DIST. 2-3/16" CONCRETE OR 1-3/ 4•MOL IMO MASONRY 2-3/16° CONCRETE OR 4° HOLLOW BL K 2 PER CLIP(1.0N EACH WING) 5/18'TAPCONS 4' LL�N BF CK 5/18'TAPCONS 5/18'TAPCONS SOC 3 1/4 1-3/4'MCN.EMBtD ORO MASONRY 1-3/4'MRO.EMBED INTO MASONRY 1-3/4'ION.EMBED INTO MASONRY O MIN. 1 PER ANGLE 3/4 4 PER CLIP(2 ON EACH WINO) 2 PER ANGLE m Q o IN .• co z -:•. •y, a 4, ••r. .r. 'iJ:..' a .rr t�i� o •� V .=T. g f•t.• I •.t1 M ,'I t�'`• '.T•• OKn c •o •'o J `� CS 1•1 • 1 I I•1 `I�1 Z Z co 1 1 1 1 I I 11 OW= *y0� � CONCRETE OR 11 I VOONCREFE OR 1 I x ti g CONCRETE L_J� Q _______ (: If BLOCK r ?I CEMENT BLOCK I I ALUM2 x 1 g I __ _______ r-I CEMENT BLOCK 1 i 2 X 2ANG1.� W ljl� •\ 1 i i lI\MULL t10ATBiG Cup I I I 2 7/16 1 Z CLIP 1 i 1 I A 1 I 1 1 I I I MIN. I I 1 1 1 p d 1 ! 3 IN. 1> •. _ e�s,. M1N. r�NL ,t•.••• .•�.R.•':'.:. '\Z MULL H O y ANCHORS TYPE 'C' (INTO BLOCK) ANCHORS TYPE 'D' (INTO BLOCK) a 1 ANCHORS TYPE 'F' (INTO CONCRETE) ANCHORS TYPE 'G' (INTO CONCRETE) A I � 2 ANCHORS INTO CONCRETE OR CEMENT BLOCK 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK \ 1"W & 2"x4" MULL '4 a ---------- ALTERNATE LflAL � 1 ANCHOR LOCATION IdUll 1 1 i i I P -� 1 i i i ELOhT0.16 CLIP • ------------ T ilk I 1 EMENTEBL OR 1 i N CEMENT SOCK r=-. � •j 1 e' Ii ` " f g 1 i 'S•'•.'a ^••e � ..: 'f.a °v. :"��•. 5/15'TAPCONS a' '' '.i•Y Z '.i I'.: 1-3/4 MBI.EMBED • '•t•:••• I'• ,e1;;'+ ` M g "°' 'i 1N10 MASONRY ' 2 PER CUP t g (1 ON EACH WQCO) •I 5/18'TAPCONS a q x 1 1 I 1 /12 SLS •• ••• • • • • • 1 4'MIN.E6ffiEO INTO MASONRf 1 . I I I 2 R ANGLE • • • • • • • • a PER CLIP(2°t°EMYi WMG) ANOL r, ALL CLPS AND ANGLES TO FIT SNUG i 11 1 I 11 I II INTO TUBE MULLIONS.1�4 +� y TAPCOkS W BE HEj V FEAT MEAD. ••• ••• 1 :? •1 :r, :i • • • • • • • • PRODUCT REVISED 1vULIheFbfldo =��`` ,. O'; "•d+'' `°• `� I CLIPS OR S ANEGTEQDIttE 0 fb �E PROTECTED �/�•®J • 1 M 1 1 WITH ALKALI-RESISTANT COAl1NGS;S(TCH AS 81TUMINUUS PAINT OR WATER-WHITE METHACRYLATE LACQUER. 5/18'TAPCONS 7-3/4'MIN.EId8E0 � O[9 t7980a INTO MASONRY- 1 PER ANGLE ••• • • • • 000 • • A • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 0 000 0 0 MIN. EDGE DIST. MIN. EDGE DIST. 2-3/16' CONCRETE OR 2-3/16' CONCRETE OR 4" HOLLOW 3-3/4' 5/16•TAPCONS 4" HOLLOW BL K 3-3/4. 5/16-TAPCONS 1-3/4-MIN.FIMn INTO UMMM MIN, 1-31e MIN.Dom wo MASONRY MIN. 4 PER CLIP(2 ON EACH VINO) 4 PER CUP(2 ON EACH WINO) 0 t03 co z CUP LENGTH (4 MULL o t5 2 X 6 5.608, fBY 27(6 WJLL 6/16-TAPCONS WOOD mm 2X6 MULL 1-3/4-MIN.EUM WO MASONRY 5/16-TAIRCONS ----------------------------- 4 PER CLIP(2 ON EACH WM) 1 3/4'141N.EUBED WO UMM z PER CLIP(2 ON EACH WM) 0 1 3/4' 1 p MIN. 1 3/4- 1, --—--------------- MIN. 4 'Z;*(!`0_NE2 u 3/4- 4 Qr 2X8 Lral. Q) 2"IML CLIP LENGTH 2Z(G KnLXL 94 -—-- ------ ------- - -- MULL 2 X 4 3.688' 14 2 X 6 51688, - ---- ------ - T 3-3/4- 1-0 MIN. I 5 11/16- ALL CLIPS AND ANGLES TO FIT SNUG ANCHORS TYPE 'E' (INTO BLOCK) fay INTO TUBE MULLIONS. ANCHORS TYPE W (INTO CONCRETE v\w ANCHORS TYPE 'E' (INTO. BLOCK TAPCONS MAY BE HEX OR FLAT HEAD.I Dw WJCI( 4 ANCHORS THRU IX SUCK OR ANCHORS TYPE W INTO CONCRETE(INTO CONCRETE) CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED 2"X(r MULL SHBLOCK OM ANCHORS INTO CONCRETE or BLOCK WITH ALKALI-RESISTANT COATINGS, SUCH AS',BITUMINOUS PAINT OR 2"X8" MULL SHOW WATER-WHITE MUWLITYLAFE =UM Ira 4 N, PRODULT RUVISED as t"o"ymplylosvAlh lie dds Wildillocdo AcciaptmicvNo ^ ~ , � ° MIN; 0 90 0 &JPS_X4,11,ZNGLF;T; 41-F 7, ANC} wW MBSTR ANCHOR TY 1Cft TYPES and SUB57RATE ANCHOR TYPES artil SLBb`1W1TE PES AiE 14roran A B C D 1 E I F Q H 1 Vk% 14i1ton A B D E F M) stmt gk MI. H I Winn Won A B D E H f 18 ISO 7® ISD 1b9 150 a 769 1 W 150 18 91 SD IM Bk Bk Qatc Owc pN �) V1t1 IAtL � � � Ctatc �nG O7ttG � q x 24 81 150 iW 750 150 tW 960 ISO 150 18 55 112 in 150 150 144 150 150 IW 4 132 150 t$0 1S0 tW 150 i8D 150 150 21 68 138 1W 1W 750 150 160 150 150 2f 30 Im 150 1W 150 iW t50 150 150 950 30 42 84 87 746 150 108 150 iW 116 ro 54 703 175 7W 7W 1j tW —TW— 150 ,p pj 38 88 15'0 150 tfi0 150 '•0 1li0 I8D 150 36 45 91 101 150 150 117 tW 150 125 39 87 77 118 150 87 1341 150 93 ro 42 75 i50 159 160 150 150 150 150 150 42 28 58 65 07 120 72 109 144 77 y O 78 89 134 1W 81D 1W 150 107 42 24 55 83 111 @ W 124 66 /�/a �' 2 48 3'8 59 1 2 tW 9Stf 1W 150 160 150 150 48 74114 34 8B 78 918 t50 87 132 1W 83 120 27 42 48 73 97 69 87 108 b8 ¢ w 6d 59 797 135 150 150 150 150 159 150 86 30 so 79 tA5 t39 7B 117 150 83 JGD so 53 106 127 150 7S0 135 150 IW tR 89 19 37 43 85 88 48 n 88 bt g M 48 88 110 iW 180 in 150 160 132 ag 27 54 iCt 94 t25 7D 105 140 75 17 34 39 tie 77 43 a5 87 4672 41 BB 101 750 150 113 1ti0 150 121 n 49 114 64 98 127 W 15 3135 53 70 39 7978 23 45 b2 78 too !8 !!B 117 82 14 28 32 4965 38 6q n41 81 93 140 160 104 1W IW 111 78 21 42 72 a5 64 81 108 58 W 18 133 150 150 150 150 f50 160 ISO 150 18 W 150 150 150 150 150 150 150 150 18 13 28 4b W 30 W 67 35 30 100 150 150 180 150 1W 160 ISD 150 24 6D 127 138 160 150 150 IW 1W 1B0 24 61 77 117 150 1W 131 150 i 40 iCC'7+ t 30 7SD 750 t60 150 150 'I60 160 IW 150 30 48 86 117 750 1b0 124 150 150 132 gp 38 77 t32 150 98 148 160 7� 36 87 133 150 150 1b0 f50 150 150 150 36 40 60 92 139 150 '103 1W 160 110 38 31 81 70 106 141 79 118 150 84 '� 57 114 137 t50 150 147 150 150 150 42 34 69 79 179 150 ge 133 150 84 42 26 51 59 a8 117 63 89 131 70 48 50$s W as 115 150 150 128 150 150 137 48 84 30 60 69 1D4 139 n 718 iso 83 48 132 19 38 44 fib 88 49 722 44 5D 76 101 m 74 t98 1 60 533 g 44 as 102 150 1W 114 159 150 i22 84 27 63 81 In 123 W 103 137 73 84 '� rW 92 738 1W 103 15D 7W 110 811 24 48 65 83 111 at 124 iH W 17 34 39 V443 4 66 87 47 86 38 73 83 728 160 W 140 iW 10D 88 22 44 50 76 101 be 85 112 W gg is 31 3539 59 79 42 72 33 07 78 116 150 86 728 15081 M 14 28 329 54 72 3878 20 40 48 69 82 52 78 100 55 72 13 283 4837 81 71 108 141 78 118 SW 84 78 t8 37 43 84 86 n 95 51 78 12 24 277 48 81 3218 118 t� 150 16D 1W 150 150 150 750 18 70 i47 750 150 1W %0 160 11A 150 18 11 24 89 i!D 750 150 150 150 150 iW 450 2i p 106 121 1W 160 135 1!A 150 145 7q 47 20 iW 150 t2838 71 142 ISD 150 150 19D150 150 IW 30 42 84 97 146 150 198 1fi0 160 118 3p 35 70 81 0 136 160 710 591'• 136 150 150 I6D 760 150 160 38 35 70 !h 121 150 9D 136 150 98 38 58 86 109 144 7738 0 42 S1 t07 178 150 150 130 150 iW 139 42 23 47 84 81 706 ® 90 t20 64 (y Czt '� 57 44 89 102 7W 1W 114 1W 15D 122 48 104 138 n Its 450 83 42 20 40 46 tt9 SZ 52 78 103 55 6q 28 63 e? 91 121 68 102 136 n 48 144 18 35 40 61 81 45 69 90 48 39 79 81 1 tso 701 137 150 17 6d 23 47 54 et 108 4- 90 120 84 9 —18 3t 38 54 n 4o so q3 GO 71 82 123 tW 9t 137 150 w 2t 42 48 73 97 64 81 toe s9 72 Ii 64 74 111 148 83 iS tW p 86 79 36 44 88 88 49 74 8 —53 68 14 28 32 49 86 38 54 n 39 72 30 W 102 138 78 114 tW at 72 18 35 81 8t 45 68 48 13 28 29 44 69 33 49 68 38 7B 27 55 83 94 125 7o W5 140 75 78 12 23 Z7 40 54 3O 48 6D 32 18 I07 1t0 160 62 1W 150 IW 150 160 IW I8 18 37 W 74 42 W 83 45 78 11 22 2b 37 W Z8 42 55 y 24 710 160 1W 150 150 iW 1S0 150 1W 125 143 150 .150 150 160 150 150 18 45 90 193 150 750 116 iso 1W 123 gqy 31 47 94 108 150 150 120 lW 150 128 2/ 34 67 77 118 1W 87 130 150 93 r 84 1?B 148 150 150 150 960 IW 750 30 37 75 86 128 150 W 345 1W 103 39 42 42 53 92 123 150 150 737 150 150 147 38 31 62 72 108 143 80 t27 180 88 39 22 45 5527 64 2 76 1034 56D 104 138 74 8 87 /15 82 4 105 150 150 118 150 150 Yt6 42 e 1 i 48 63 40 - 80 82 139 IW 103 150 150 l. 110 48 10B 23 47 54 81 108 60 90 129 84 si 92 123 6D 103 137 73 42 19 38 44 87 88 49 74 88 53 3 7i 84 38 T7 82 123 1 a 92 138 150 9B 48 130 17 34 39 58 77 43 &5 87 46 0 GO 21 42 48 72 88 R7 W 107 57 64 15 30 34 52 69 38 ss 77 41 32 a4 74 171 747 82 124 tW 88 W 19 37 43 65 W 48 n 96 51 p 88 29 68 87 101 134 75 113 150 W 96 17 34 39 59 78 44FIF 87 47 13 27 31 47 62 36 52 69 37 72 27 54 81 92 123 W 103 137 73 72 18 31 38 54 n p 43 72 12 24 28 42 58 3i 47 63 34 78 25 48 SJ 85 713 63 9S 127 t3B T8 14 28 33 W W 74 40 78 11 26 52 29 43 1 58 31 10 21 24 38 48 27 Al 53 28 $pp z /� ANCHOR/CUP HOF42MAL MUL110N ANCHOR CLIP NO 4Y Z ���:� GL4ZM �.�� 1. FOR CLiP tt S PNQ AjVej01CCCNR41MS REFER a o 3 TO !11EETS 6i•7, &,•&•9. OIi O[TA1LS AND NOTES. 2. REFER•j0 CRlSRT: /�O '10� _ ft,GN PRESSURE sr 3. SELF" AN#WPR TWE WI}H DLISION MNG MORE THAN �3`''d GtA291G 1xA2111G THE DESIGN LOADS REQUIRED FOR PARTICULAR OPENING. PR6WCT PROM= GIAZd1G OUZING �° T PRoaucr 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER s. .... LOWIO"JiT HEA4, SILL•OR JAM%ENDS, -•y ANCNDR/cur 5. INTE�OLATION B EC:WIDTHS $R•SF:Nj ALLOWED. PRouuclRsvaSet7 A • • • • • • • • • • as cmuplyft w11n dta Florida ••' �° B%Ah n:'%10 ,g 08 • •• • • • • • • Acer snco loo °1T"' o8 119. W1 W2 HORIZONTAL MULLION ••• • • ••• ••• • ru o 1 _ TYPICAL MUWON r SPAN AR M N a4ia'm3 bdo P++Ddvtt Cmnt� A • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • s SCOPE OF WORK: INSTALLATION OF(3)NEW PICTURE WINDOWS AND(2) MULLION CODES USED: (2)50"MULLION-1X4X0.125 BY LAWSON INDUSTRIES,NOA 14-0908.08 FBC 2014 (2)21X50 PICTURE WINDOW BY AWP WINDOWS AND DOORS NOA 15-0502-05ASCE 7-10 -----lUILDINGS WITH H<60FT (1)42X50 PICTURE WINDOW BY AWP WINDOWS AND DOORS NOA 15-0502-05 =175MPH • PREPARATION OF OPENING TO ACCOMODATE NEW SET OF WINDOWS(OLD OPENING 42X50) 17 0 XPOSURE C - -_. - - O EGRESS WINDOWS ON SCOPE OF WORK REQUIRED PRESSURE +50/-50 F PROVIDED PRESSURE +150%150 NOA 14-0908.08 O u- PROPERTY INFORMATION: W co •_ 11-2136-007-0190 LEGAL DESCRIPTION: - N DUNNINGS MIAMI SHORES EXT NO 3 to PB 42-33 T-4 LOT 3 BLK 208 EXISTING ONE STORY RESIDENCE j N 0000 0000.. a 0000. p ( f % 00•..• • ()• M00M• •.Ti L•oo 1 2 � P.WINDOW MULLION C�"�`� � _ �"� :���'� a � _ tip•• -50 -50 -:i':G:;'S ?11ii4i-�3 � � •.�• o� A.• KEY PLAN z.05 ,08.08 ------ = -- - • • 00, :0000: SCALE: '� ®ATE • • _ VICTOR CERON PE#63023 Ar,l ,�WITH ALL AL CIVIL Date: !I �S MJn FaE(lI 11_ATIOn1S 01/16/17 — Scale: AS SHOWN 1, sheet 01 SCOPE OF WORK: CODES USED: INSTALLATION OF(3)NEW PICTURE WINDOWS AND(2)MULLION FBC 2014 (2)50"MULLION-1X4X0.125 BY LAWSON INDUSTRIES, NOA 14-0908.08 ASCE 7-10 BUILDINGS WITH H<60FT (2)21X50 PICTURE WINDOW BY AWP WINDOWS AND DOORS NOA 15-0502-05 V=175MPH EXPOSURE C (1)42X50 PICTURE WINDOW BY AWP WINDOWS AND DOORS NOA 15-0502-05 • PREPARATION OF OPENING TO ACCOMODATE NEW SET OF WINDOWS(OLD OPENING 42X50) NO EGRESS WINDOWS ON SCOPE OF WORK REQUIRED PRESSURE +50/-50 PROVIDED PRESSURE +150%150 NOA 14-0908.08 N PROPERTY INFORMATION: O LL EXISTING 8"X12" �..� •- REINFORCED CONCRETE FOLIO: E TIE BEAM TO REMAI 11-2136-007-0190 W 8�� g�� #5 REBAR EMBEDED 6" IN EXISTING LEGAL DESCRIPTION: Z _ CMU BLOCK WALL CONCRETE BEAM WITH EPDXY (TYP) DUNNINGS MIAMI SHORES EXT NO 3 COVER OPENING PB 42-33 N 5 REBAR INSIDE FILLED CELLS LOT 3 BILK 208 to F PROPOSED CMU BLOCKS. MIN. T-4 P SPLICE SHALL BE 36" (TYP) JEAM 8" CAST-IN PLACE CONCRETE NEW OPENING 4#5 AND #3 STIRRUPS .C. BELOW AT SILL #5 RE AR INSIDE CMU FILLED CELLS EXISTING THICKEN EDGEPROPO ED BLOCKS WITH 12" MIN REINFORCED CONCRETE TOP H OKS (TYP) FOUNDATION SLAB TO REMAIN M F.F. nn f offob r I #5 REBAR EMBEDED 6" IN EXISTING '••• • CONCRETE SLAB WITH EPDXY (TYP) Lo y••' e,,,,, 16" TYP. SPACING 0000z 0 �•�•� UNDER SILL •,9: >N • rn •.Ts PROPOSED NEW WINDOW OPENING ELEVATION DETAIL 02 e •• • ••�� cn �•,,,s NTS / •. 00 lu'RAL I.._ViE`\,N Vr_D DA*4�q_ VICTOR CERON k -- =--- PE#63023 CIVIL Date: 01/16/17 Scale: AS SHOWN Sheet 02