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WS-14-2169 f All 1`."' RFC.-IST 71 D Miami Shores Village g OCT � 3 � ,Q Building Department BY: — 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. L 14 P'�1 PERMIT APPLICATION Sub Permit No. 6UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [—]RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS [:] CHANGE OF ❑CANCELLATION ❑ SHOP 1CONTRACTOR DRAWINGS cuJ- JOB ADDRESS: 6-79 l: CNWeT Com: Miami Shores ,1 County: Miami Dade Zip: Folio/Parcel#: f/_ ° &"�l7'16 'y is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): �Td� �' .�^ v4wtl-%7 Phone#: &1 t931` Address: ��®0 le vy City: De C-6- State: Zip: 6�3 /,I""4:�' Tenant/Lessee Name: Phone#: Email: /J Qp fid /� CONTRACTOR:Company Name: U�� ,�L�CCJI/I tAi0 Phone#: � v08 S�7Y& Address Oo I- S r • S F /� City: W(a KJA� State• �� Zip: '3�® Qualifier Name: Uba l do 8(Q t4 Phone#: State Certification or Registration#: ®'7�ag� Certificate of Competency M GG DESIGNER:Architect/Engineer: Phone#:�I pdi;i•- ?J� g e Address: ryCity: -State: zip: -4Q Value of Work for this Permit:$ ,4l 2 • %� Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New El ❑ Repair/Replace / ❑ Demolition / Description of Work: �j ��l/�) L{�S I I Qvi� ?�Or� �� ' At ' �t4s5 Specify color of color thru tile: Submittal Fee$ ®' Permit Fee$ (2) - CCF$ CO/CC$ Scanning Fee$ Radon Fee$ 3 DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ �J (Revised02/24/2014) t y f W 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$2500, the applicant must promise in good faith that a co of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to chinent. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspecti w h occur seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not a ap o ed and a reinspection fee will be charged. Signature -Signature (k4tpoF,-))Ajco OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this I ALZ:is-ko day of 1� ,20�by day of O� 20 14 ,by 6Q INJAis personally known to _(�iZ�FtGL7� �f7 ,who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: HSA 9 Sign: p Print: (? '. �[ tary Public-State of Florida Print: ! Y Public-State of]PlarldaSeal: � s y � e Aug •21s« omm. xp ree q'', �. �;`' Commise10n A�EE#28880 Seal: %y � ```` ComnN8elon I EE'82 7.77 kA APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) STATE OF FLORIDA DEPARTMENT OF BUSINESS AND P ®FE LREGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH MONR®E STREET (350)'487-1385 TALLAHASSEE FL-32399-0783 BLA , 61Spyip."1�0d`LY��aa p�g�q�•a C®`�CINC � � Vo �•'' 437 GOLDEN ISLES'®R ' . DALE BEACH 6 L 33009 Congmustions, iM this . �yone - a . Appinfl on 2Wby theDepammiof ausi ... `^+'fCw �' "^Z�'a+Gltan•+.M•i�f,}, y G f."•'.5 .a•��y, .,s:.:z.t v+. - - +.�4Tdn1�k..:t$w:•¢1:ss.�Km:4':3:�`:{�.�.v'> 45,2„•'e'.,yl:•,si*f. Professional ROWS#= Our PrGf6sSkM8I8 and.busirtesses range and thayk FleeIC to yacht erO , boxers t® qe S9 -RU Eby day-we work to knprove the Way we do bminess in order to 4 �f9��4- serve w*Wjnyff0Ada90srWaGGm. There You can find Y For 'on about our n�ce i q aWW u ns and lo deparftnent n MnCyhe4 -you,subscribe 9'!4 w• 4iy�,• .. �l Ini9 X9#'8 a? OW"Won at l7fla Department ,i` E RegulateCust we Cud for doing In F da, .. iOilgia�l 10m oil your ! �' ® isb of ir1i.4.88-i�8. ,�.,,,,_. - .• .amu � . . • _ DETACH HERE RICK SCOTT,GOVERNOR ";.�y^.�`_..-..r-_..._�.r._..�_r�r••...+r--..._--_....+..._«..« .• _r •Vs19 Yr\ ®Vy SECRETARY IT ATE' F - - .,.,q "••'w. '.a�I'Le,gvyy•OMS 'S �.''•t - r y..y,, F3+�'`�''S t ' .. Y, .. ... Ny'• .r.y,,, h•,'L..,"L'•8"•'4•a •ry.Y. �T��,•• •-_ � •' - t.° yr � w•mac....w a r N r540.p• r,�4 'L��.-��`«�•'�..�•••4� M•�+a Kn,•• -b'�4-•-. t ,.+ >..��,,.- ,,,,,•._�.>,. ..M ...�..... `.�.ox--,' ',� 64,y,�."666,.,*a,�� •�.,`4,S'�:g�.•,,'A`•,� ti ,` Ii � ..,�' .w''� ...,T�� "��~r-�"",•.-..•- _..e++'°'.•..,...••...: r ...+. [� `.`'�4'`�r'�.,=s °`w., ''t.,, 'y, •e�`".�M`•eWs � y'°� .r•� '•r, •e•""�M .. y ...v:_.,... .°,�y� �T� �.q Y'h•rot�,.�.••.,aa.t '•. '•° •a...°�"w�°°, �.>�w'"``1,r" .r^'".,rr'�i•,,.a^' •..•dt•• ., .+•a i.� .yy�4y^T., -•.z �.°'y•..., `\�,k. "a '•. y ,�.•- �_ � .°Mr. r A'h F > yo" _•'e �S9a., `� yi,i 4 �yS i•, .Lt : baa.•YY� + _ 6�,`. Y^`:t„ S v� /'�,..�^� �,� .. .'•+y.o�s�^ter. `b, a ° ��p'1�'h'`.,•�'•3.'°�'' own=^6V a sane Loc f Busfoess Tax Receipt ::miamr—Dade County, state of Florida THIS IS' NOTA BILL - 40 NOTPAY 5509246 BUSINESS NAIIEiwCATION Recem"NO. EXPIRESOo MAIM BLAvc°ct INC RENEWAL EXPIRES 30, 2015 wG BUS00DADE.�O 47041x98. Must be displayed at place of busing M�fl FL 330 Pursuant to county Coda Chapter 11A-Art.9&1b . e OWNER SEC.TYPE OF BUSINESS UBALDO BLANCO GC INC 196 GENERAL BUILDING CONTRACTOR PAYMENT R8CEnmO BY TAX COLLECTOR CGCO47289 Wadker(s) 1 $75-00 07/15/2014 • CHECK21-14-019002 This Local Bnsiaass Tax Bccedpt only 000 IIF Payment of the Local B+odaess Tax.The liecoip isnot a ldomae, petmk or a certification of the holder'sgelitication to do business.Holder coarply wick any goverm ! Or m erameaml•regaiatoty laws and Malremem which applyto the business. The RECEIPT NO.above be displayed onall aoimporelal vehicles=1111famki2ada Code gee ea-M For more deformation,visitt �iamidede�ortiaNeotor • e a 4 1 0 OCT-01-2014 WED 10:33 AM CAROLINA INSURANCE FAX No. 306 227 6287 P. 001 AP-0-R-0. CERTIFICATE OF LIABILITY INSURANCE °1010=4 PRODUCER 805-227-0082 THIS CERTIFICATE IS ISSUED AS A MATTED OF INFORMATION CAROLINA INSURANCE CONSULTANTS ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE SUITE 118 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR SUITE FLAC4LER STREET ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. MIAMI,FL 33144 INSURERS AFFORDING COVERAGE INSURED INSURER A: REPUBLIC VANGUARD INSURANCE COMPANY USALDO BLANCO CC,INC INSURER B: 437 GOLDEN ISLES DR#8F INSURER C: HALL ANDAL8 BEACH,FL 33009 INSURER D: INSURER E: COVERAGE$ THE POLICI98 OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR YHE 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 TCRMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLANS. R TYPE OF INSURANCE POUCYNUMBER POLIc BPFEC POLICY 1 LIMITS GENERAL W►B= EACH OCCURRENCE s 1.000,000 A X COMMERCIAL O6NSRAL LWSILITY 20740030020 03/09/2014 03/09/2016 FIRE DAMAGE(Any mM 16e) S 100 000 CLAm MADE 0 occuR MED RV(Any one aereen) s 8,000 PERSONAL A ADV INJURY s 1,000,000 GENERALAGGREGATE s 2,000,000 GfMLAGGROGATELIMIT APPLIES PER. PRODUOTS-COM PROPAGG S 2,000,001) POLICY P LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMB ANY AUTO (Ea accident) $ ALLOVMtt)AUTOS BODILY INJURY SCHEDULEDAUTOS (PerPeraon) 8 HIRED AUTOS BODILY INJURY NON-OWNPPAVT03 (Patnewme S PROPERTY DAMAGE 8 (Peractlsen0 GARAG9 LIABILITY kLrTO ONLY-EA ACCIDENT S ANY AUTO OTHER3 THAN EA ACO 8 AUTO ONLY: AGO s EWWW LIABILITY EACH OCCURRENCE S OCOUR CLAIMS MADE AGGREGATE a S DEDUCTIBLE RETENTION 9 8 WORKERS UOMPENSAYION AND TO 1® R8 R EMPLOYERS'UABSJTY E.L.EACH AOOIOBNT t) ILL.DISEASE-EAEMPLOYEE S F3 L.DlGe"E-POUGY LIMIT S OTHER DESCRUVWMOFOPERATIONWLOOATION8JV WGLJWRXCWUIONBADDIPEly mNDORSEMENTYSPECMLPROVISIONS INSURED AS GENERAL CONTRACTOR LICENSE#CGC047289 CERTIFICATE HOLDER I X I ADDITIONAL INSURED IN$URERLEMR: CANCELLATION SHOULD ANY OF TREABOVE DASCRIBEDPOUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WWfjlN MIAMI SHORES MLLAGI= NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO 90 SHALL. 10050 NE 2ND AVE IMPOSE NO OBLIGATION OR LUW UTY OF ANY KIND UPON THII INSURUR,I AGMNYA OR MIAMI SHORES,FL 3313 REP OiW'rArA& AUTHORIZED REPRESENTATIVE ACORD 26-S(7197) 0A RATION 1988 : .. JEFF ATWATER ..< CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION **CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers'Compensation law. EFFECTIVE DATE: 9/12/2014 EXPIRATION DATE: 9/11!2016 PERSON: BLANCO UBALDO FEIN: 651096775 BUSINESS NAME AND ADDRESS: UBALDO BLANCO G C INC 44F3��7��GOLDEN ISLES DR.#8 MALLANDALE BEACH FL 33009 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL LICENSED ROOFING CONTRACTOR CONTRACTOR Pursuant to Chapter440.05(14).F.S.,an officer of a corporation who elects exemption tram this chapter by filing a cerdfloWe of ern under this section may not recover beneft or compensation under ohs chapter.Pursuant to Ctmq*w 440.05(12).F.S.,Certificates of election to be exempt...apply only wiohbh the scope of On business or bade 4dW on the notice of election to be emnpL Punnu mt to Chapter440.05(13),F.S.,Notices of election to be exempt and oertfiodes of election to be exempt shall be subject to revocation K,at any Om after the o&hg of the notice or the issuamce of the ate, the person named on the notice or certUfcate no longer meets the rpuimments of oils section for issuance of a certificate.The department shall revoke a DFS-F2-DWC-262 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07-12 QUESTIONS?(550)413-1609 s n .... alum Miami shores Village �- �$' Building Department �ORiD 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner - Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees,including the owner,must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption.In these circumstances,Miami Shores Village does not require verification of workers'compensation insurance coverage from the contractor's company. Therefore,you may be personally liable for the worker compensation injuries of any person allowed to work under this permit Please check with your insurance carrier since most property insurance policies DO NOT cover this type of liability. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. fiTer n , Contractor Print Name: e&v 40a Print Name: �q L 2�)1) t_�5 CIn n Q Cr—) Signature: a Signature: State of Florida) State of Florida) County of Miami-Dade) County of Miami-Dade) Sworn to and sub sc ' f�� Sworn to and s�scribed before me s3 day of JD Y pd� O�. LISA SAAITH day of V. N ary Public-State of Florida ,�o�"Y° .,% t s�A1TM By 018 By p e Nates -State of Florida commies #r E 829900 =� W C J� Aupp 223,,20.16 (SEAL) (SEAL) 'W Type of Identification produced Type of Identifica JULY 24, 2014 INVOICE FOR WINDOWS REPLACEMENT BY NEW IMPACT GLASS WINDOWS LEANDRO GONZALEZ 578 NE 93 ST MIAMI SHORE, FL Quantity Item Code Description Price Each Amount WHITE GREY FULLVIEW IMPACT 2 HR 37 X 50 274.00 548 3 HR 36 3/8 X 50 274.00 822 2 HR 36 3/4 X 50 274.00 548 2 PW 18 3/4 X 50 173.61 347.22 1 HR 74 X 38 3/8 366.00 366 1 HR 134 X 50 3/8 871.00 871 2( 67 X 50 3/8 W/ TUBES AND CLIPS) 4 HR 74 X 50 3/8 441.00 1,764 2 HR 37 X 50 3/8 316.00 632 2 HR 37 X 50 3/8 274.00 548 1 SH 19 X 38 3/8 148.05 148.05 1 HR 36 X 50 3/8 274.00 274.00 1 FD 39 1/2 X 81 1/2 W/HARDWARE 954.00 954.00 1 FD 30 X 811/2 W/ HARDWARE 880.30 880.50 1 FD 75 1/2X 80 W/HARDWARE 1,512.30 1,512.30 10,215.00 TAXES 757.06 TOTAL $ 11,412.23 20 UBALDO BLANCO LEANDRO GONZALEZ , GENERAL CONTRACTOR PROPERTY OWNER LIC-047289 305 885 8083 lletail by.Lntity Name Page 1 of 2 aa° • -Detail by Entity Name Florida Profit Corporation TRUST MORTGAGE LENDING CORP Fri lire lnfonmatior`n Document Number P04000098919 FEUEIN Number 412142273 Date Filed 08/25/2004 State FL Status ACTIVE Last Event AMENDMENT Event Date Filed 09/27/2013 Event Effective Date NONE Principal Address 8200 NW 52ND TERRACE STE 100 DORAL, FL 33166 Changed: 05/29/2014 ftalli.ng Address 8200 NW 52ND TERRACE STE 100 DORAL, FL 33166 Changed: 05/29/2014 Realstered Agent Name &Address CALAS Group 2000 Ponce de Leon Blvd 6th FL Coral Gables, FL 33134 Name Changed. 01/25/2013 Address Changed:01/25/2013 Officer/Di rector Detail . .Name&Address Title PD http://search,sunbiz.org/Inquiry/CorporationSearcb/SearchR,es ultbetail/F_nti 1Sr' /dName omp-.., 10/3/2014 Detail by.entity Name Page 2.of 2 GONZALEZ, L-EANDRO •8600 NW 53RD TERR. SUITE 103 MIAMI, FL 33966 Annual Re0orts 'Report year Filed Date 2012 02/22/2012 2013 01/25/2013 2014 01/10/2014 Document Images 01/10/2014-,ANNUAL REPORT View image in PDF format 09/27/2013--Amendment View image in PDF fomtat 01/25/2013—ANNUAL REPOR :11 View image in PDF format 02/22/2012.—ANNUAL REPORT View image in PDF format _ 2/17/2011 =ANNUAL REPORT View image in PDF format 03/1512010—ANNUAL REPORT Vew image in PDF format 5/04/2009--ANNUAL REPORT View image in PDF format 01/14/2008—ANNUAL REPORT View image in PDF format 04/20/2007--ANNUAL REPORT View image in PDF format 04/10/2006--ANNUAL RE F?ORT View image In PDF format 11/18/2005-- Name Change View image in RDF format' 09/2912005-- REINSTATEMENTimage in PDF format 08/10/2004 Amendment View image in PDF format .0 5/20.04-- Domestic Profi LView image in PDF format Ccoyricht 0 and Privacy�et►et State of Florida,Department of State bttp;//search.sunbiz,org/Inquiry/CorporationSeareb/SearehResultDetail/EntityName/domp-... 10/3/2014 MIAMI- MIAMI-RADE COUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AF'F'AIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE,ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (N®.k) �.miamiclade.�ovtlera Pino13 Window Corporation r 6860 NW 77 Terrace Medley,EL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date 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 perfonn in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify,or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Aluminum Tube Mullion—L.M.I. APPROVAL DOCUMENT: Drawing No. M95-18A,titled"_Aluminum Tube Mullions",sheets 1 through 4 of 4,dated 12/07/1995,with last revision D dated 02/20/2012,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade Count;Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resisthnt LABELING- Each unit shall bear a permanent label with the manufacturer's name or logo,city,state; model/series,and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. T1ERNUNATION 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. ADVERTISEKENT: 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 by 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 Offrcial. This NOP renews NOA#08-0514.10 and consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No. 12-0314.02 anacovrrnr Expiration Date: March 28,2017 o Approval Date: July 12,2012 d,•� fi� f Page 1 Pino',s Window Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. M95-18A, titled"Aluminum Tube Mullions", sheets 1 through 4 of 4, dated 12/07/1995,with last revision D dated 02/20/2012,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS "Submitted under NOA # 08-0514.10" 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 Aluminum Fixed Windows Mulled Together,prepared by Fenestration Testing Laboratory, Test Report No. FTL-5562,dated 03/29/2008,signed and sealed by Carlos S. Rionda,P.E. C. CALCULATIONS 1. Anchor and mullion calculations,prepared by Al-Farooq Corporation., dated 01/30/2012,signed and sealed by Javad Ahmad,P.E. "Submitted under NOA # 07-0322.12" 2. Anchor and mullion calculations,prepared by AI-Farooq Corporation., dated 02/24/2007, signed and sealed by Humayoun Farooq,P.E. D. QUALITY.' ASSURANCE 1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to 2010 FBC and no financial interest issued by Al-Farooq Corporation, dated 01/30/2012, signed and sealed by Javad Ahmad, P.E. "Submitted under NOA # 08-0514.10" 2. Laboratory compliance statement issued by Fenestration Testing Laboratory, Inc., dated 03/29/2008,signed and sealed by Carlos S. Rionda,P.E. o� 02 yo�2 Carlos M.Utrera,P.E. Product Control Examiner NOA No. 12-0314.02 Expiration Date: March 28,2017 Approval Date: July 12,2012 E-1 1 .656 � I rn 125 AM TYP. O --a. i —4.6% 4.000 i. GLAZING PRODUCT MULLION CLIP(6063-T6) ag (ALT.To ANGLES) Q � 1.000 CUP CLIP (6003-TS) INTO CUP LENGTHS MUST BE cur TO FIT SNUG TUBE MULLONS. TYPICAL ANGLE �a-1WINDOW FRAME .656 4��E 6 00 L Li P.A00 3AD0 A00 40 TYP. Z - n i 1.� 9 $ z F F---2A00----�1 J _ w MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS MULLION CLIP LEGS REMOVED m m HORIZONTAL OR VERTICAL r M SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING ALL MULLIONS 6063-T6 MIN. RECTANGULAR ALUMINUM TUBE MULLIONS z}}; USING MULLION PROPERTIES ONLY ¢ Z o.. NOTES: IL m THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 0 REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING FICH VELOCITY HURRICANE ZONE(HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MUWONS MUST MEET THE yytt APPLICABLE BUILDING CODE REQUIREMENTS LE:WIND LOAD.WATER G INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. o WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER ° g8g$ LOADS 70 THE STRUCTURE. ANCHORS SHALL BE AS LISTED.SPACED AS SOWN ON DETAILS.EMBEDMENT Irl ~ TO BASE MATERIAL SHALT.ITE BEYOND WALL CINERING(S=CD.TSE ETC.} TN . ANCHORING COMMONS OTHER THAN THOSE SHOWN IN THESE DETAILS S ARE NOT PART OF THIS APPRML INSTRUCTIONS: A LOAD OUROION WXRE-ASE 6 USED IN DESIGN OF ANCHORS INTO WOOD ONLY. USE CHARTS AND GRAPHS AS FOLLOWS. MAID NS MUM TIT NOT UAOIED TO S—AL SCREWS,THAT COVE LBO � CONTACT WITH OTHER DISSIMILAR MATERIALS MEET THE REWDUMMEMTS .�1 •q° . DETERMINE DESIGN LOAD REQUITED PER ASCE 7 OF THE FLORIDA BDG.CODE SECTION 2003.6.4. g FOR PARTICULAR OPENING. c<m u m STEP 2 USE M WA-DADS COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. "a# .. • PROMCrItENSWIS• STEP 3 USE CONNECTION TO MULUGH AS PER PRODUCT Cqk A•AFIM eamlpty66wi&9ro pkslAR S o APPROVAL. MUWON SYSTEM IS RATED FOR LARGE MISSILE IMPACT.STEP USING GRAPHS ON SHEET 2 SELECT MULLION SIZE WITH AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED �• iTlAti� 7i692 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IMPACT AND NON-IMPACT RESISTANT PRODUCTS. �. O•A•u $ N STEP I ABOVE. (USING ANCHOR TYPES ON SHEET 4,AND ANCHOR GRAPHS •i t. �' $ STEP 5 ON SHEET 3.SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP t ABOVE. Fdrowing no. ' ' �• M95-18A I Iii\ �� sheet (of 4 r m1"x 2"x 1/8" TUBE MULL m i"x 3"x 1/8" TUBE MULL m 1" x 4" x'1/8' 17UBE MULL I P1X2 P1X3 P1X4 0- /8 UL SP. 7 N N 3E-3/ N VERTICAL S .-' MUWON .� o z N m GLAZING PRODUCT Mu.L P ., . PRODUCT PRODUCT u- N.. LL a m IL °'m 4- /4" at - W2 r P (P T Qm Qt9 Q B p q q m _ ARCHES TO BE INSCRIBED J 3 W ,�� INSIDE RECTANGULAR SHAF$ H Im I` H m 5 " H m HORIZMAL MULUDN d YL W W W �� CIAZWC D'D Da0 q`0 ii'� PRODUCT O i N N L'oz N Q m m m z e" m ® PMAZ RODUCT PRODUCTG 3 O m 6 m m 2 bpW 20 30 40 50 60 70 80 20 30 40 50 60 70 80 20 30 40 SO 60 70 80 w U '` TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH_- INCHES TRIBUTARY WIDTH - INCHES MUU.=SPAN DO to 2" x 4" x 1/8" TUBE MULL m 2" x 6" x 1/6" TUBE MULL Z C9 P2 41 P2X6 TYPICAL MULLION ARRANGEMENTS ? nmi 3 S ro WIDTH (W) a Wt p W2 a z to r--� .�, \71 to ggg$g$gg N D® A a 4" a � m D` m O 1211' 2 m 0 m k 1 0 N r H NO7E: Q m O 0 6" o° ! MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED r vAib do MOW& VERTICALLY OR HORIZONTALLY. m 32" 19 (INTERPOLATION BETWEEN WIDTHS ALLOWED) ,pHCJ VAD AHMA •� p +�.t CML'. 33 m 7A1sd at10�1 FP! PE.B*P2. a UI C� ' m m 3 m v 121 r y o 20 30 40 50 60 70 80 20 30 40 50 60 70 80 Owl"9 TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES 11�IULLIONS M95-1 BA FEB 2 2 202 sheet 2 or 4 m ANCHORS TYPE A m ANCHORS TYPE A2 aNc A w ro 0-s 9 Z -t ANCHORS TYPE HORIZONTAL MULLION r k m \"8-3,0- m B-3 B- 0.8 CR C A.8 OR C ARCHES TO 13E INSCR M r�5 INSIDE RECTANGULAR SHAPE 1�ysUj m SP VEKRCAL JPRODULT N ~ MULLION -� n N nP aT p 8-s 9• o m q_ q � �C ANCHOR1 Q Com 3 J 666ii{��j z 4 PR PRODUCT � A,8 RS TYPE t7 A,B OR C G1 dJ w m ti m ANCFfORS E 81 A. OR C I MULLION SPAN m m W9 W2 .o \11\4"N - D m m Z m 1 6 to TYPIC:A! MULLION ARRANGEMENTS z0 r a v w m WIDTH (W) WT z d w m m � 20' 25 38 35 40 46 60 S5 60 65 70 75 80 20 25 30 3S 48 46 50 55 68 6S 70 76 80 m m a TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH . INCHES F _ !-M m ANCHORS TYPE B ANCHORS TYPE C Z Z Ali 2( ANC C g� m 38- /e SO-S/ p O 8�v N . ZTw m m O • m�169Yvl�tirt+lalM to 2 • Nu im e € C 0 . cood 4 m 68• om k 84' SF AN e m 63 MlR_ NO'T'E: z ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER atm s m LOCATIONS AT HEAD, SILL OR JAMB ENDS. g m mFOR ANCHORS DE&%TION SEE SHEET $. �`o m o c m m (INTERPOLATION•B �1�WIDTHS OR SPANS ALLOWED) m m .`'pv�,A17y ANI AD I • Q sl 21 m O 28 2S 30 35 40 46 s0 5s 60 65 78 75 80 .20 25 30 35 40 45 SO 65 60 6S 78 75 80 drowtng no. TRIBUTARY WIDTH - INCHES TRIBUTARY wlorH - INCHES ANCRORS •:`•�.'' ••. M95-1i3A FEB 2 2 2012 sheet 3 of 4 ANCHORS TYPE 'A' ANCHORS TYPE 'BANCHORS TYPE 'C' �- 1 �4M ]m A(BTm VDDD BULK .TO ACCOM13DATE 2 1%4ANGLE °a�.1/4'0 ULTRACON CLN'.ANGLE TO MASONRY Z 2 2 X-2 X 1/8' 9• - 2 X 2 X 1/W �� 2 X 2 X 1/8• 1/2'MAX. AWN AAXi1.E < ALUM ANGLE AWN ANGLE ae •--� I� 2 3/ANGLE -®---SGS-- -- -"--T S.M.S. --,-aTs_Ns-.2/Aiir« z/4 0 ULTRACON —/-1 , EMBED ANGLE FLOATING MUWO-N--C-L;IP=O=P=T=I-O_-N _ _ oV I MULLION [MULLION ° MULLION 'a °.. VERTICAL OR HOM OFOR BY TUBE MAN. . a- `CQMCRM OR MASONRY BLOCKS 1BY OR 28Y 1BY OR 28Y MULLION MULLION MULLIONwowBUCK MULLION CLP N 0 2 X 2 X 1/8' LEGS REMOVED Z F 2 X 2 X 1/8• ° , 2 X 2 X 1/8' ALUM ANGLE 3 _ ALUM ANGLE ALUM ANGLE I 3-5/8'LONG ACCESS HOLE 2-5/8'LONG 2-5/8'LONG • ~ O ' ° a I -_- --- ." B12 TES V --- ^• ---- 5 1.1 --- ------- ---�---- W 0 TUBE MULLION j I dY 9 d,. .� 1�1 in M�1 Z3�8i I I xm I , xTM 00. e THNta S SCREW CAN BE I i Y O't(o :iTALLW N ormm MAX. ° . . MAX. °• --1---- -- - -—- DIRECTKIN .. ANCHORS TYPE 'A2' LN 112 TENS i (2)ON ONE SIDE i TUBE MULLION(1) • (1)ON OPPOSITE SIDE I I c g MULLION 1 NUUXON 1 ULTRACON BY 'ELCO'(F.-177 M FY-155 KSI) ANCHOR DETAIL J1 INTO 2BY'AWOOD BUCKS OR WOOD STRUCTURES 2 X 2 X 1/8' I j 2 X 2 X 1/8' 1 i 1-3/8" MIN. PENETRATION INTO W000 ALUM ANGLE 1 I ALUM ANGLE I I a ~ 1 1 B 14 S.M.S. I 1 ® 14 SAS. THRU 1BY BUCKS INTO CONC. OR MASONRY - j r ----------- 1 2/ANGLE j r -----------� 1 2/ANGLE BCbdO .8 > t I 1.500 I ,1 1.SDD 1 1-1/4' MIN. EMBED INTO CONC. OR MASONRY AeapU— e $8 I I i t �N' i i t MIN. i ANCHOR EDGE DISTANCES: ` 1 1 , NOTCH ANGLES TO I 1 , NOTCH ANGLE TO - � O MISS MARBLE SILL I i I OR MARBLE� INTO CONCRETE AND MASONRY = 2-1/2' MIN. BY y qpm ffi 1 I �3 , 1 , INTO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE 5/8' MIN. a BJ�ya ....... . . . ° a. ae $ ° .1-3/4'MIN .. .:.. .. - :- .a 2-1)2^MIN ..r ...:.,, .. �{ •4 < Q 193/4•.MIN ^ ..• .<..aMlti- ° dro S ° 1/4'OTA.ULTRACON 8 1/4-DIA.ULTRACON / WOOD BUCKS NOT BY PING WINDOWS ;! (�CJrj_� e PRECAST CONC. t-1/2'MN. ENIOED .: n .• .. PRECAST CONC. 1-1ANG 60N.EMBW 9 20t^ LC 1-1/2' w 50.0 t/pqqE MUST SUSTAIN LOADS IMPOSED. L sheet 4of 4 -FEB 2 MIAMI- MIAMI-DADS COUNTY • PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Ftorida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) `nvw.miamidade.aovleconomv Doralum Corporation 7040 N.W. 77 Terrace 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. DESCRIPTION:Series 11100"Aluminum Out swing Doors w/wo Sidelites-Impact APPROVAL DOCUMENT:Drawing No.W13-03,Rev A,titled"Series 100 Alum Swing Door w/Sidelites", sheets 1 through 10 of 10(inclusive 3.1),prepared by Al Farooq Corp.,dated 0130-13 and last revised on JUN 25, 2013,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. See DP tables for X or XX in sheet 1 Door w/sidelites(w/wo reinforcement)in sheet 3-_._1. See Single sidelite (standalone)DP capacity in sheet 3. 2. See allowable mulled configuration in sheet 3.1 not to exceed(S)panels w/max two mulled sidelites. 3. Max door leaf width mulled with sidelites in sheet 3"1,shall not exceed=36-7/8". See active panel 4-point locking or active panel dead lock w/manual bolts option in sheet 4. 4. Glass lites wider than 36"shall have two setting blocks per FBC requirements. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",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 wil l 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 consists of this page 1 and evidence pages E-1,as well as approval document mentioned above The submitted documentation was reviewed by Ishaq L Chanda,P.E. NOA No, 13-0219.07 uhiar�i•oaoacauExpiration Date: July 04,2018 Approvai Date: July 04,2013 Page 1 �C Doralum Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.W13-03, Rev A,titled"Series 1.00 Alum Swing Door w/Sidelites",sheets I through 10 of 10(inclusive 3.1),prepared by AI Farooq Corp.,dated 01-30-13 and last revised on JUN 25,2013,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 24113.2.1)TAS 202-94 Along with installation diagram of an outswing doors w/sidelites prepared by Fenestration Testing Laboratory Inc,dated January 14,2013,Test Report No 7086 (FTL-12087), signed and sealed by Marlin D.Brinson,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010, prepared by Al Farooq Corporation,dated 02/11/13, 05/20/13 and last revised on JUN 25,2013,signed and sealed by Javad Ahmad,P.E. 2. GIazing complies Av/ASTNE-1300-02&-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont Sentry Glass®interlayer",expiring on 01/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont Butacite 0 PVB interlayer", expiring on 12/11/16. 3. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company,(Former Solutia Inc.) for"Saflex color&clear interlayer", expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest,prepared by Al-Farooq Corporation,dated 01/25/13,signed and sealed by Javad Ahmad,P.E. 2. Lab compliance as part of the above referenced test report. • G. OTHER 1. Test proposal,dated 08/21/12 approved by Jaime D. Gascon,P.E. I haq I.Chanda,P.E. Product Control Examiner NOA No. 13-0219.07 Expiration Date: July 04,2018 Approval Date: July 04,2013 E-1 s 39 5/8' WI 78'MAX. p. yl DOOR(NAME WIDTH DOOR FRAME WIDTH (4)ANCHORS J ra 11' AT STILES4"MAX END 3" 8' 3' o HEAD/SILLCORNERS SLL r A > 4",MAX. r -r ,� Z A SURFACE APPLIED O FMArA BE�USETo D C // E l \ �Pplo►edatoomy�wtIAHMt C&ac g tt / I II � o�_. 13 � / �TI LOCK O LOCK �3 n$ n, SEE SHEET 4 x M n SEE SHEET 4 \ It \ ii / DOORS/SIDELRES ARE RATED FOR LARGE AND SMALL MISSILE tMPACY. SHUTTERS ARE NOT REQUIRED. I z it SERIES 100 ALUMINUM FRENCH DOOR W/ SIDELITES $ F APPROVAL APPLIES TO SINGLE (X)AND DOUBLE (XX) LEAF DOORS ACTNE I ACNE. \ -t(HACTiVE WITH OR WITHOUT SIDELITES. ILF SIDE UTES CAN BE ON ONE OR BOTH SIDES OF DOOR i SEE TABLES 1 & 2 FOR SINGLE OR DOUBLE LEAF DOORS CAPACITIES n M n B $ - 11• ON SHEET 1. § SEE TABLE 3 FOR STATIONARY PANEL (0)CAPACITY ON SHEET 3. S z 2B• 28" HEAD m $ SEE TABLE 4 FOR SIDEUTE AND SIDEUTE MULLION CAPACITY ON O.L OPG. D1 OPG. • SHEET 4• p (e)ANCHORS THE LOWEST VALUE FROM DOOR CAPACITY TABLES OR MULLION tl o 36 7/8' 36 7/8' AT STILE END CAPACITY TABLE WILL APPLY TO ENTIRE SYSTEM. LEAF WIDTH LEAF WIDTH AT 3•O.C. 0 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE TYPICAL ELEVATION TYPICAL.ELEVATION REQUIRBIENTS OF THE CURRENT FLORIDA BUILDING CODE NUMD(C HIGH VELOCITY -( X ) ( XX ) HURRICANE ZONE(HYRZ). iBY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO DOOR OPTIONS TRANSFER LOADS TO THE STRUCTURE, `o TABLE t TABLE 2 ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS.ANCHORS DOORS TOAD CAPACITY-PSF DOORS LOAD CAPACITY- PSF EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SINGLE DOORS(X) DOUBLE Ma ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS DOOR.DIMS LAMINATED GLASS DOOR DIMS. I LAMINATED CLAN ARE NOT PART OF THIS APPROVAL FRAME LEW I FRAME WIDTH WIDTH How EXT'(+) tNT4-) WIDTH WIDDH HEIGHT EXT•(+) IHR,(-) A LOAD DURATION INCREASE G USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 39_5/8`38-7/8' 96' BSA 1 80.0 76" 38-7/8' 98' 1 65A 1 80.0 MATERIALS INCLUDING BUT NOT LIMITED TO STEEIJMETAL SCREWS.THAT COME INTO o CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS K� NOTE. OF CURRENT FLORIDA BLDG.CODE SECTION 2003.8.4. a COMPLIANCE WITH EGRESS REQUIREMENTS TO BE RENEWED BY o BLDG. OFFICIAL PER FBC.AS APPLICABLE. ro 4 NOTE: EW JAVAD AHMW FLUSH BOLTS AND LENGAGED TO HEAD Abn MUST BE CNN. PERIODS OF HURRICANE WARNINGILL . Fl c •i X582 0 DOOR LEAF HEIGHT = FRAME HEIGHT - 2.250' JB $ 1 -9 A NOTE: DOOR LEAF WIDTH (X DOORS) FRAME WIDTH - 2.750" / ,. GLASS CAPACITIES ON THIS SHEET ARE DOOR LEAF WIDTH (XX DOORS) a (FRAME WIDTH - 2.250-)/2 / / � BASED ON ASTM E1300-04 (3 SEC. GUSTS) D.L.O. 0 O. HEIGHT - FRAME HEIGHT - 122 ' drovnrlg no. AND FLORIDA BUILDING COMMISSION D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 11.825• 2913 W13-a3 DECLARATORY STATEMENT OCA05-DEC-219 D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 20")/2 sheet 1 of 10 (4)ANCHORS - 1 AT STILES END 201 1/4" Z 41 3/4' 78' 41 3/4' 41 3/4" 0 SIDEUTE WIDTH DOOR FRAME WIDTH SIDELITE WIDTH SIDELITE WIDTH (4)ANCHORS AT MULUON ENDS a 4'MAX. 3• 8' 3' 8' r ��-3— O c� CORNERS a 1 'A 1 1 ?11 111 og ti II 0lio oH J Q �-rr _ _ O 1 p d vl O M Y 1 ___ .J{�{.M. 0 \ 1 p q IIW C W O• �I q 'ir Z .aS 11 1 \ I - b- - ---T--- Q 1l-M✓� C) M 711. 1 ACTNE IMAX. jj �" ed0'cwpWYtnewuh66 0 HEAD SILL NOu ..p2 3S s/9' 2a" 39 1/a' 36 1/a' Mhlwl Dadt Its (e)ANCHORS O.L.OPO. AT STILE Eta D.L OPO. D.L.OPG. D.L.OPG. DY aw AT 3'O.C. SURFACE APPLIED o p4 (4)ANCHORS MAY BE USED LOW-PROFILE SIDELITE TOP BO ON RAME e AT MULLION ENDS TOP&BOTTOM FRAME TYPICAL ELEVATION ( OXXOO ) (SEE INSTRUCTIONS W SHEET 3 TO DETERMINE ENTIRE ASSEMBLY DESIGN LOAD RATING) 1.DOORS ARE VIEWED FROM OUTSIDE. c m 2.FRENCH DOORS WITHOUT INSECT SCREENS. m � SIDELITE OPTIONS n 4 Engr.JAVA LAIMAD �j Q (LASS D.L.O. DIMS. FLA.PE R 7.0492 a, � "d O.L.O. HEIGHT (HIGH PROFILE smarm) - FRAME HEIGHT — 14.375" CAA 3059 $ D.L.O. WIDTH (LOW PROFILE SIDELITE) - FRAME WIDTH — 4.50" D.L.O. WIDTH (SIDEUTE) - FRAME WIDTH — 4.875" D.L.O. HEIGHT (DOOR) = FRAME HEIGHT — 12.250" / drowing no. D.L.O. WIDTH (X DOORS) - FRAME WIDTH — 11.825' 2013 W13-03 D.L.O. WIDTH (XX DOORS) = (FRAME WIDTH — 20'7/2 eheei—2.f 10 TABLE 3 42 3/4' 42 3/4' U DESIGN LOAD CAPACITY - PSF FRAME WIDTH FRAME WIDTH e MAX. 4'MAX.FRAME FRAME �Y STATIONARY WIDTH HEMIT PANEL(0) CORNERS F CORNERS F, 0 U CHES WCHES EXr.(+) WT.(-) 41 3/4 65.0 80.0 42 64.6 79.5 a. o o 4S 82 1/2 60-3 74.2 Q 48 565 69.6 c 41 3/4 1 65.0 80.0 Q 6 a 42 64.6 79.5 (�C 45 84 60.3 74.2 H H O' 48 565 69.6 i 0 41 3/485.0 80.0 �� 0: 17 42 90 64.6 79.5 ��• // Q 3 4S 80.3 74.2 41 3/4 85.0 80.0 m a IS a 42 3/4 9H H4.6 79.5 a o 24 eIl F a1 s/4 eso eoo O 42 3/4 635 76.1 z 1 1 G. 11' n M 2i MAX. MAX. S0.L HSu Z Gi.�px 38 1/4' 36 I/4" DL OPG. D.L.OPG. 6 a HIGH PROFILE SIDELITE LOW PROFILE SHIEIM 0 MMt Df FRAME WIDTH TYPICAL ELEVATIONS 0 ) NOTE: GLASS CAPACITIES ON THIS SHEET ARE °B BASED ON ASTM EI300-04 (3 SEC. GUSTS). 0< 0 Engr t AD AHM g FLk gH.Ss76o592 e ' g k drovnng no. W13-03 JU2 5 2013 sr,eet 3°f,D TAM 4 5/8' 39 5/8' - 39 5/8' 39 5/8' 39 5/8• , MAX. stDELITE SIDEUTE MAX, 53t)EL.ITE MAX. SIDELITE 5[DEUTE MAIC SID EUTE MNL 1f=ON/SIDMXFE DESIGN LOAD CAPACITY- PSF FRAMEFRAME WIDTH - WIDTH OOI?- WIDTH - FRDOORAME W. WIDTH WIDTH - FRDOORW. WIDTH FRDOOR AME W. sIDEIRE DOOR SIDE=TO SIDELITE StDELTTE TO DOOR _ e)f HEIGHT WIDTH WIDTH W/O REINF. WITH REI6ff. W/O REINF. WITI REINF. / F n J INCHES UiCHt3 1NCFff5 EXT.(+)9O'.(-)Exr.(+)tNT.(-)Exl'.(+)x41'.(-)EXT.(+)BLT.(-) 24 65.0 80.0 65.0 004 65.0 80.0 650 60.0 30 65.0 80.0 650 604 65.0 80.0 854 8oA ii 0 39 5/8'(x) 36 654 80.0 65.0 Boo 65.0 80.0 65.0 Bao 82 1/2 76'()M 41-3/4 650 800 65.0 80.0 650 Soo 65.0 80.0 a \ J \ J \ J K X \ J ar 42 64.6 79.5 64.6 79.5 64.6 79.5, 34.6 79.5 \ \ \ \ 45 602 74.2 60.3 742 60.3 74.2 60.3 74.2 48 56S 69.6 58.5 69.43 56.5 89.8 Sas 09.6 24 654 800 08.0 804- 65.0 Box 65.0_ Mo ( 30 -65.0 800 68.0 Bao 65.0 80.0 S&O MO (�; (oxo) {fix) (�) d' c 36 650 804 65.0 eao 65.0 80.0 05.0 80.0 l ( 7) 39 5/8'(xj SIDEUTE 78•MAX. S3oEUTE 76"GNX. SIDEUTE SIDELITE SIDELITE 78'MAX. �z� 84 41-3/4 654 80.0 Bao 80.0 Mo 804 650 80.0 C _ �•( ) WIDTH DOOR FRAME W. WIDTH DOOR FRAME W. WIDTH WIDTH WIDTH _ DOOR FRAME W. 42 64.6 79.5 64.6 79.5 84.6 79.5 64.6 79S 45 603 742 60.3 74.2 60.3 742 60.3 74.2 r 48 56.5 69.6 86.5 61LO 583 69.6 56.5 690 - 24 85.0 800 85.0 80.0 650 80.0 65.0 800 30 650 800 65.0 80.0 65.0 80.0 65.0 80.0 i 1 1 J i rr 90 39 5/8'(� 38 BS.O 7d1 55.0 BQA 85.0 80.0 85.0 80.0 76'(MO 41-3/4 85.0 694 05.0 800 650 79.5 65.0 80.0 42 64.6 680 64.6 79.5 64.6 78.6 84.6 79.5 $ O W 45 603 649 60.3 74.2 603 742 60.3 74.2 \ / \ / 24 65.0 800 65.0 80.0 65.0 80.0 650 B00 \ / \ / \\ // Q 30 05.0 753 B54 804 65.0 74.0 66.0 MO - - 0 Of 96 39 (7B'X� 38 839 65.0 800 65.0 68.8 654 B.o (o3OC)) (oxx0) SIDEUTE //��''xxOO) ` \SME END 0- 41-3/4 p 41-3/4[5E&2 s62 es.O 79.7 654 647 B5.0 Bao (XoX0) MULLION StANCHOR CH R l cm70C) ORSEE ET 1 00 n M 42 559 559 84.8 78.3 64.8 64.8 64.0 79.5 S30EUTE 78 MAX. SIDELITE SIDELITE 8 z 24 850 800 65.0 800 65.0 75.5 65.0 MO WIDTH DOOR FRAME W. WIDTH WIDTH 98 39 6/6`(x) 30 65.0 70.8 es o 80 0 SS.O �8 65.0 o _ 76•(>o<y se sae s99 6s.0 80.0 64.6 64.6 65.0 80.0 JNSTRIIGTIONS: 41-3/4 52.6 52.6 85.0 74.7 8a7 80.7 650 80.0 HSE CHARTS AS FOLLOWS. /,. r t. SELECT SINGLE OR IxnreLE 1xmRs CAPACITY FROM �� /% s \ TABLES 1 OR 2 ON SHEET 1. W 2. SELECT sIOELITE AND soELITE MULLION CAPACITY FROM TABLE 4. ,,. LOWER VALUES FROM STEPS 1 OR 2 WILL APPLY \ / 0 TO ENTIRE SYSTEM. q.. SELECT LOCK OPTION AND CORREWV DB4G �ry3yg0ay Qp S MAX.DESIGN LOAD FROM SHEET 4. It4p�T6gCYlEt NOA�- t DIDIDD;MAX.5 PANELS 1...A�_ oDxxO ir+►& hDgetl/�A+1eP x mLmt NOTE: o c$, REINFORCING REINFORG GLASS CAPACITIES ON THIS SHEET ARE As RECO. 116 0 SEE CHART O SEE CHART Q , ANDS FLORIDAA ON ASTM COM -04 MISSION 3 SEC. GUSTS) o DECLARATORY STATEMENT DCA05-DEC-219 r I 0 EAgr.JAVAD MMCrVIL p I p FLA.PE P 70592 . 3 U CAA 3578 8 jrJ- 39 5/8'(X) 39 5/8'(X) 50EUTE WIDTH 9DEUTE WIDTH 76'(xx) SIDELITE WIDTH 76'(>X) drowinq no. DOOR FRAME WIDTH 00OR FRAME WIDTH !U I 2013 W13-03 SIDELITE TO SIDELITE WITH DOORS SIDELITE TO DOOR ' shest3.iof 10 LOCK OPTIONS ACDYE LEAF: AC1iVE LEAF HINGES: M� SURFACE MOUNT DEAD BOLT LOCKKEY_ 4 POINT LOCK SYSTEM BY'INTERLOCK'AT 38-3/4" 3-1/2"X 7-5/8'X.122'THK.EXTRUDED ALUM HINGEAT EXTERIOR AND THUMB TURN ON OR ON FROM BOTTOM HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS 3 HINGES PER LEAF SULLIVANJFD-107 BY &ASSOC. - 0 1,- FASTENED FASTENED TO ACTIVE LEAF LOCK STILE WITH ENGAGING AT HEAD AND SILT. AT 9"FROM TOP AND BOTTOM AND AT MIDSPAN b 7d1 (2)810-32 X 2'OH MS KEY OPERATED ON EXTERIOR AND THUMB TURN ON S o. (2)88-32% 1/2"FH MS INTERIOR (SPACING NOT TO EXCEED 40"D.C.) (EVER TYPE METALLIC HANDLE AT 38-3/4"FROM HANDLE FASTENED TO LOCK STILE WITH HINGES FASTENED WITH 110% 1"FH SMS O BOTTOM.FASTENED TO ACTIVE LEAF LOCK STILE (2) 88-32 X 2'OH MS (5) SCREWS AT HINGE STILE - 0 WITH(2)88-32 X 1-1/4'PH MS. CENTER LOCK FASTENED TO LOCK STILE WITH AND(2)88-32 X 1/2"FH MS - (2)812-24 X 1/4"FH MS (8) SCREWS AT FRAME JAMB G CONCEALED FLUSH BOLTS BY'REGENT MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE. TN.ACTnR' LEAF., l�f LOCATED AT 11-1/2•AND 87-1/2"FROM BOTTOM O'¢O QUI l7 g FASTENED TO LOCK STILE WITH CONCEALED FLUSH BOLTS BY'REGENT' 0 C a 88-32 X 1/2•FH MS(2)SCREWS PER BOLT MANUALLY OPERATED LEVERS MOUNTED ON 0 aT INSIDE FACE OF STILE LOCATED AT_ I LFAF 111-1/2"AND 70 8L 7-SIRE OM BOTTOM CONCEALED FLUSH SOUS BY'REGENT' FASTENED 88-32 X 1/2WITH "FH TO MS(2)SCREWS PER BOLT I - MANUALLY OPERATED LEVERS CON Q DfSiDE FACE of LEAF STILE LOCATED az 11-1/2"AND 87-1/2•FROM BOTTOM FASTENED TO LOCK STILE WITH 88-32 X 1/2"FH MS(2)PER BOLT cs o 2 F v ix M Z� ACTIVE\ _ ACTIVE INACTIVE AGAVE \ — ACTIVE 06tCTME 0 J/18•HEAT Suaro GLASS 3/18"1R1iAT S meo MASS 3/18•HEAT STREWD GLASS g 1Tpulmvednmis 111t118q ° .Ott NTI]Q BY UT INTERLAYER 090 INTERLAYER ` SA1TDf PQ 8Y^�WTIA' BUTACITE PVB BY'QUPONT' SENTRYGIAS BY'OUPONf IN 3/18"HEAT STREN'D GLASS 3/18•HEAT STREN'0 GLASS 3/16•HEAT STREN D GLASS M1am1 P�odpct GEM� GE CONE SILICONE B7�- ! a GE 2800 CE 2809 p; � �9� i GE 2800 GE 2800 GE 2800 SILICONE Silicon SILICONEF " °4 m a c11 `�♦ i �I `�♦ s ��♦ 13 20 I \ (9 I I \ a t7 I I ♦ I ``�♦ � h I y I I y I ♦y - T ♦ - En9r.JAVAD AHMAD ; A I FLA.PE a 70592 1 3376. go I I a 19 G61 ♦ i $ l GLASS TYPE 'GI' I4t]{GLASS TYPE 'G2' GLASS TYPE 'G3' GLAZING DETAIL AT SIDELITE df°""o GLAZING OPTIONS J 2013 W13-03 sheet 4 of t0 TYPICAL 28Y WOOD BUCK �� EDGE 01ST. SEE ELEVATIONSic. EDGE DIST. SEE NOTE SHEET 1 OR WOOS STFW=RE FOR SPACING SEE NOTE SHEET 1 METAL a RETE d.• EEDGE OLST. STRUCTURE Z �PENErRAnoN O2S z 0 z a �O V I I eem M M \N+ O j t• OTYPICAL ANCHORS TYPICAL ANCHORS TYPICALANCHORS q "� SEE ELEVATIONS SEE ELEVATIONS _____________ _ $ II i- II rd I6 FOR SPACING FOR SPACING FOR SPACING �s________________ O ap I I t I I t fI MIAItl-DAOE COUNTY APPROVED Ij O.T�' I j SEE SEPARATE N L Ji !1 11 ZM.. s -----'' J LL I WOOD BUCKS AND METAL STRUCTURE NOT BY DORALUM MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE $ ' TYPICAL ANCHORS: SEE ELEv.FOR SPACING EL�irAnoNS 1/4" DIA. ULTRACON BY 'ELCO' (FU-177 KSI,Fya133 KSI) FOR SPACING Z INTO 213Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION-Imo WOOD (HEAD/JAMBS) 0 0 THRU 1 BY BUCKS INTO CONC. OR MASONRY W m r cW 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) c� V^M 91 �. 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) W DIRECTLY INTO CONC. OR MASONRY S JZ ^ I 1-3/4' MIN. EMBED INTO CONCRETE (HEAD/SILL) 1 K o 1-1/4" MIN. EMBED INTO CONC, OR MASONRY (JAMBS) OD n 1/4* DIA.TEKS OR SELF ORIU_1NG S (GRADE 3 CRS) mlllvINTO MIAMI-RADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8' INTO METAL STRUCTURES (HEAD/SILL/JAMBS) STEEL :a ALUM8 INUM/ 1/8KTHK. MIN.(6063-T5 MIN.) ate-nn(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) c TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. N INTO WOOD STRUCTURE = 1" MIN. MIa11111MdePndoct tml INTO METAL STRUCTURE = 3/4" MIN. c m CONCRETE AT HEAD. SILL OR JAMBS 1'a = 3000 PSI MIN. m � 3 i i i 22 C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm = 2000 PS MN. �Ca 23 I I ` ANCHORS MAY BE HEX OR FLAT HEAD. n_ Engr.JAVAD AH/Ua ° .:__.._......__....____ CIVO. WEEP OPTIONAL CLAN .3708.992 c M v ° NCREr7[e sb � •ED=GEGIST. 'CAL ANCHORS E - r--� SEE ELEVATIONS drawing no. ING THROW BO1T FOR SPACW13-03 PENETRATION °F°°'b PAN DOOR DETAILS 6Ju sheet 5 of 1O Ile MAX. 1/2'MAK ro SHIM © 2 O LOAD BEARING z 18Y W000 BUCK SHIM SEE SHEET , F TYPICAL ANCHORS - FoRSP ELEV. Q� ACTIVE LEAF �e �'0oNCRETE OR BLOCK p 22p SEE ELEV. ,D a E2 4 TYPICAL ANCHORS FOR SPAQNG °7 C G L7 EXTERIOR LL �a 7 B Q bis 11 N ou D.L.OPG. METAL STRUCTURE 38 7/8'MAK. LOCK OPTIONS LEAF WIDTH SEE SHEET 4 39 S/8 MAX DOOR FRAME WIDTH z T/z•MAX. W LOAD BEARIbI (�` LOAD BFAtING Ir SFi� O 2 v LOCK OPTIONS 2F3Y WOOD i`M •, SEE SHEET 4 OR TYPICAL.ANCHORS- a WOOD SEE ANG, - ACTIVE LEAF INACTIVE LEAF EE NOTE 7 Z . FOR SPACING a2 ,0 22 n 0 wis 8 `l ,7 TYPICAL ANCHORS 7 D L oPc 22 e ® O.L.oPc. SEE FOR�G 38 7/8•MAX LEAF WIDTH EXTERIOR -027J.— f A° Z- 1 c78'MAK cDOOR FRAME WIDTH A !'�ttN BY. Ener.WA-0 AADCIVIL FLA.PI e Iaste drowmg no. DOOR DETAILS W13-03 JUN 5 201 sYieat &of 10 j TYPICAL ANCHORS 15Y WOOD SUCKu - EDGE GIST, SEE ELEVATIONS .E fiE DIST. .. SEE N07E SHEET 1 ��: n ��— FOR SPACING • 6•« a •- n ' _ •.CONGRETE•J L j 22 1 13 I I 16 O°YAK ° THREAD'CCUTTINGMACH 0 0fr FROM ° EACH END ° &AT MIOSPAN O i TYP.HM/SILL y - I 1/2«MAX. 13 1 I LOADSHIM (G I • 1 1/4«N11X' 2 19 a pC QW .� WITH AFETAL fir__ 2S Qom' AG W w i 1 -� �z ,I r ' 1 flr�— EXTERIOR 007 1J ,4A I ° 13 1 _ 467, I I D.L '• MM LEAF WIDTH 1 tl -.�,n i tl 3tt 5/8•(X DOOR) ° SIOEUTE VMTH 70• DOOR) o p WX.DOOR FRAME WIDTH FRAME WBTTH tl TYPICAL ANCHORS tl SEE ELEV. nPPsvredaDewerfYl7lRxliM ° 4 In i FOR SPACING Ffsd1114! OAR t O g g 28 p 13 18 M IMI I fly`��,.��,,,,• c tl t iI V Elpr.JAVAD AHNAD ° HISIDEL 'a tAWSI�TE0.E CPAL In C.A.N.3938 Ain v v EDGE DIST' SEE ELEVATIONS ANCHORS E' D' SEE ELEVATIONCAL S SIDELITE DETAIIS JUN r W13-03 FOR SPACING cmrl In TOR SPACING JU1'f , a 7 of 10 sinsheet ITEM® PART 9 REQD. DESCRIPTION MATERIAL MANE./SUPPLIER/REMARKS 1 T-51493 _ i/DOOR FRAME HEAD 6063-76 - 2 T-51494 2/DOOR FRAME JAMB 6083-16 - ;4 3 T-51503 1/LEAF DOOR TOP RAIL 6061-76 - 0 j 4 T-51492 1/LEAF DOOR BOTTOM RAIL 8081-1`6 - p 5 T-11502 2/LEAF WEATHERSTRIP ADAPTER q a 6 SW-28898 1/DOOR THRESHOLD 6063-78, - 7 T-51520 1/LEAF HINGE STILE 6063-T6 - 8 T-51498 1/LEAF LOCK STILE 6063-TB - 9 T-11500 AS REOD. SIDEUTE SUP ON JAMB 6063-TB - 0 Y 10 T-11501 1/CORNER ASSEMBLY STIFFENER 6083-T8 - 11 FD-107 3/LEAF BUTT HINGES(.122'7HK.) ALUMINUM SULLIVAN&ASSOC. O l Q 13 T-11499 AS REOD. SIDELITE GLAZING BEAD 6063-TB - 0 r 14 T-51504 AS RECD SIDEUTE BASE ADAPTER 6083-1`5 - p ��gyyy 3 15 - AS RE00. SIDEIJTE REINF.CHANNEL 3003-H14 - LL 18 T-11498 AS REOU. SCREW CAP(OPTIONAL) 6083-T5 - t - 16A - AS READ. SCREW CPP(OPTIONAL) 6063-T5 - Q 17 - 2/LEAF 3/8'X 16 THREADED ROD STEEL - 0 18 - 2/LEAF 3/8'X 18 NUT - 19 - AS REOD. WC INSERT - - 20 - AS REDD. ULTRAFAB 22 PW-101 AS REOD. BULB WEATHERSTRLPFING VINYL - 23 PS-8400 AS REOD. PILE VAIN INTEGRAL FIN W'STRIPPING - SCHLEGEL 24 5025 AS READ. FLUSH BOLTS DELTA IND. Z 25 CP-6111 - ENTRY LOCKSET KW6(SET 6 26 /8 X 1' 4/CORNER ASSEMBLY SCREWS,FH SELF DRILLING AT ALL FRAME JOINTS tea' 27 B8 X 2-1/Y 3/CORNER ASSEMBLY SCREWS,PH SMS - 28 X 1-1/2' 2/CORNER SOIELITE ASSEMBLY SCREWS.FH SELF DRUMS - M 8 :)Z� SEALANTS: $ g FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL METAL"PARTS CONNECTIONS SEALED WITH CLEAR COLORED SEALANT. o� - TVOA MIAMI eMudl[H g< r � n En4r.JAVADCIVIL o FLA PEJ 70592 AN0 C .3538 ... ce drawing no. W13-03 JUN 2 5 2013 9h"t 8 oT Lo 4=0 �_ 1544 1.4 119 0 r .D78E 0.376 •Y 1 1500 379 838 .748 .886 Z R .046 0.312 £ a b—t.463 OO WEATHERSTRIP ADAPTER t6 SCREW CAP - 2.129 p� O 1.=FRAME HEAD ��tr 2.,62 ES F.836 .oasz.o�078L I I § 1.963 13 SIDE LITE GLAZING BEAD 8.e5e 55 STEEL wN O Q " 6.000 it .078 4.896 I A 3.576 0 .078 I © I 1.760 .875 A yJ v O 000 FRAME JAMB a.�o—�1 t 813 2 z I`1'750 (2 HINGE STILE a SIDEUTE BASE ADAPTER L I co r---4224---1 to ALUMINUM HINGE U F M 078 260 4.000 1.750 Um 2.139 1.125 i - -..�. L-02 g .078 O n aye a.9os� OS TOP RAIL O LOCK STILE ,u ASSEMBLY STIFFENER 2.097 0 1.449 p- II CA SIDE LITE JAMB 5'768 .125—.078 I I FbrtPPa'Bwoampf�RFWtlho Mi Gg i 2.,06 MlnntDadeP,adefeF o ,.ass J .07e 1.126 was 5900 O 6'000 s j .05s 3.790 Erb:JAVAD AFtDtWJFLA K/70.542ca N 3sseon42.177— �s 500 ILi drawing no. ,.750 1 COW 16 W13-03 Q BOTTOM RAIL O THRESHOLD SIDELITE BASE GLAZING BEAD SIDELITE ALUM REINF. sheet 9 of f0 / � O O / 00x � O Qb�f� It DOOR MAME TOP COMER SIDELITE TOP & BOTTOM CORNER SIDEUTE SUP ON JAMB CORNIt EA 3 p 81 a W to U rMi 2 17 dcw�®aD�eMaatm °a E:4mm tCAN.. 77M2FIA.P ssa DOOR FRAME BOTTOM CORNER drag W13-03 LEAF TOP & a0TTOM CORNER JUN T5 2013 sheet 10 of 1p s M IAS(• MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA www.mlamidade.gov/gera Florida Window Systems,Corp. 7191 NW 770i Terrace 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 PERA- Product Control Section to be used in Miami Dade County and.other..areas where allowedby the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the.AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami=Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series 114000 Impact Picture"Aluminum Fixed Window—L.M.I. APPROVAL DOCUMENT.:-Drawing No.-W1"9;.titled"Series•4000 Aluminum Fixed Window (L.M.I.)",sheets I through 5 of 5,dated 01/10/11,with revision B dated 03/07/12,prepared by Al—Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami—Dade County Product CQritrol Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit.shall bear a permanent label with the manufacturer's name or logo,city,state, model/series,and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shalP'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#11-0207.08 and consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA.No.12-0315.11 Ma i b, vuN Expiration Date: February 23,2016 �� Approval Date: June 07,2012 Page 1 Florida Window Systems,Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W10-89,titled"Series 4000 Aluminum Fixed Window(L.M.I.)",sheets 1 through 5 of 5,dated 01/10/11,with revision B dated 03/07/12,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 along with marked-up drawings and installation diagram of aluminum picture window, prepared by American Test Lab of south Florida,Inc.,Test Report No. ATLSF-0802.01-05, dated 09/06/05,signed and sealed by William R. Mehner,P.E. (Submitted under previous NOA No.05-1.107'.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 2007, ' prepared by Al"Farooq Corporation,deted-12128/10; signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No. 11-0207.08 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs(PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours &Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated-May-.24,-2012 signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Report No. ATLSF-0802.01-05,issued by American Test Lab of south Florida,Inc.,dated September 06,2005,signed and sealed by William R.Mehner,P. E. (Submitted under NOA No. 05-1107.04) G. OTHER 1. Notice of Acceptance No. 11-0207.08,issued to Florida Window Systems,Corp.,for their Series"4000 Impact Picture"Aluminum Fixed Window—L.M.I.,approved on 04/14/11 and expiring on 02/23/16. Manuel er -fit. . Product Control E er NOA No.12-0315.11 Expiration Date: February 23,2016 Approval Date: June 07,2012 E-1 ' WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH �M O.L.OPO, D.L.OPO. FALSE MUNONSFad MIINTUiS FALSE MUNTINS (SURFACEOAPPUEO) O.L.OPG. (SURFACEOPr�tON�N) 1/^°O.C.NA (SURFACE OPHa) a Oa Q0 i A M o cum° ORI A ® 1CD p a —� A $ 241 7 it 11 it C ii C II II II II ll + It II n u C n u n I � -- II n O II •� II d It / 11 ~ d II II S£33 u u 4k33++ u U � 0- a 11 II II' II 11 11 XC tv v -- 11 11 11 II II II V u u II a u n y II 11 II 11 11 II II 11 II II II II � �j 11 II II 11 11 11 VI II II 11 11 II L_ II g 3"MIX. 10'O.C.mm 3°MIX. 10'O.C. MAX. 3'ALA7L 10'O.C.ALAR. a Z EA/SSI SLL Fit SHORT SIDE FOR SHORT SIDE S FOR SHOD SERIES 4000 TYPICAL ELEVATIONS ALUMINUM FIXED MDOW GLASS D.L.O. DIMS. DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER D.L.O. HEIGHT - WINDOW HEIGHT - 3.750' CHARTS SHOWN ON SHEET 2. D.L.O. WIDTH - WINDOW WIDTH - 3.625° APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE ° B COMBINATIONS OF FIX./RX. OR FOXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING THESE WINDOWS ARE RATED FOR LARGE dL SMALL MISSILE IMPACT. MIAMI-DARE COUNTY APPROVED MULLIONS IN BETWEEN. SHUTTERS ARE NOT REQUIRED. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLIGN APPROVAL WILL APPLY TO ENTIRE SYSTEM. o m THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE g REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY <m HURRICANE ZONE (HVHZ). o WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER - a LOADS TO THE STRUCTURE. T 1 E�gryr.V.vpnpp,'tu1NAD•. o ANCHORS SHALL AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS LNn PRODUCT'RBVi88DAspmAyftmv4**AFhdd& EMBEDMENT TO BASE MATERJAIL SHALL BE BEYOND WALL DRESSING OR STUCCO. FXA.•PERm92 BugdmgOade c ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE ` ;ileo 2 ' NOT PART OF THIS APPROVAL g A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO W000 ONLY. ic�mt drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIaS SHALL MELT THEW10-89 REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. • Y DEMON IOAD CAPACITY DEMON LOAD CAPACITY DESIGN)AAD CAPACITY U TTIN0059 DING. Pd(P81 TL1NW) um.LENGTH Pd(P81 B'D1DOW DW. Pd(PBF) WINDOW WIpTM_, WI� r� WIDTH(W)LENGTH(y E%Tj+) 1Ni'.(-) Wtp7H(W)LENGTH(y EXT.(+) iNT.(-) WIOTH(W)LENOLH(y Exr.(+) 1I4T.(-) 24• 70.0 70.0 24• 70.0 70.0 19-1/8° TOA 70.0 r- -1 Z 30• 70.0 70.0 30• 70.0 70.0 26-1/2° 2r 70.0 700 I I 38• 70.0 70.0 36• 70.0 70.0 37° 70.0 70.0 I I g 42° 70.0 70.0 42° MA 70.0 53-1/8' 70.0 70.0 I I S 41• 46' 70.0 704 48• �• 70.0 70.0 19-1/e' 70.0 70.0 # ! I 3 54' 70.0 704 24° 704 70.0 26-1/Y 38-3/8° 70.0 70.0 L- - J vd 60' 70.0 Tao 30' Tao 70.0 37' 70.0 704 66' 70.0 70.0 36• �. 70.0 70.0 53-1/6• 70.0 70.0 WINDOW WIDTH WINDOW WIDTH WND0W WIDTH 24' 70.0 70.0 42• 713.0 70.0 19-1/8'. 70.0 70.0 30' 70.0 70A 46' Tao 704 26-1/2• _s0-5/8• 70.0 70.0 36• Tao 70.0 24' 70.0 704 37° 70.0 Tao VV QQ 42' �, 70.0 704 30• 704 70.0 53-1/8' 66.4 66.4 I jai-* 26-1/2" ' TOA 704 36' 102' 70.0 704 6-1/6° 70.0 7a0 54 2 fi $ I I $ 84• a" 42` 70.0 70A e-1/2° 63' 70.0 70.0 L 82.2 62.2 24' 70.0 704 37° 70.0 70.0 r , 0 66' 82.2 82.2 30° 1a` 70A 704 83-1/8' 63.2 832 W04WIDTH WINDOW VIM WINDOW WDTH uol�70.0 7G4 36• 70.0Tao 19-1/e• 70.0 Toa 30° T0.0 704 42' T0.0 70.0 2B-1/2' 76' 70.0 70.036• 704 70.0 24' 70.0 70A37• 70.0 70.0a2' 60• 70.0 70.0 3D° 114° 70.0 704 53ul -1/8• 632 63.2rl li 70A 70.0 38• 7ao 70A r7�718254' 2 82270.0 70 8o° 58.0 88.o 12p° 70.0 70.0 ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE 24' 70.0 70.0 36' 70.0 70.0 VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS p M. Tao 70.0 SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. Z^M 36' 7110 70.0 42' 70.0. 7a0 W Z y 48° 66' 70.0 70.6 1/4'HEAT STREN•D.GLASS O S4' 622 6z.z 0 60' 564 88.0 090°T)UPGNT SENTRYGUS U.n 2 66' F 55 5o.9 INTERLAYER 0 24• 70.0 704 L A 1/4•HEAT SLREMO.GLASS 30' 70.0 70.0 -� U. 70.0 70.0 SILICONE 42• 72, 7ao 70.0Tc .'///i 'CE SILG AZE 2000 CLEAR o 48' 70.0 70.0 ii. I,1 A 84• 822 822 80° 58.0 58.0 �) •1 y 24' 70.0 70.0 AND LENGTH D9IENSIONS CAN BE ORIENTED 3 WIDTH !II:Ii 7 1991 1 VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. !11 !It 70.0 70.0 iil lit 10 38° 70.0 70.0 4Z' 78' 70.0 70.0 a ae• 70.0 70.0 NOTE: 54• 622 622 GLASS CAPACITIES ON THIS SHEET ARE 1 za• 70.0 70A BASED ON ASTM E1300-04 (3 SEC. GUSTS). 30' 70.0 70. i 4 64° 0 AND FLORIDA BUILDING COMMISSION •nq:•�AVAD�AHNIIp 17tOT1T)LTRITVJ88D o 36° 70A 70.0 DECLARATORY STATEMENT DCA05-DEC-219 GLAZING OPTIONS •81wyITty,�gwp� 42• 7ao 7ao C�iN� ae• 704 7D.o !6 sa• 62.2 62.2 ; By Ro R10-891 wing no. I Y�2'.�`�0 sheet tot 5 ' ,®, TYPICAL aKafoRS _ YIGGD SUCK I SEE ELLV.FGR SPACING STYPICAL ANV.W SPACING --------------------------------____-1 BUCKSFRUCTLIRE l� II It OR IIMIAMI—OADE COUNTY APPROVED tI WOOD RE t(MULLION&MULLION ANCHORS I t I SEE E SEP ATE GA .. e' •'T': GE DIST. i I t 0 6 , t I Oi5T. - --- ---------� ® 1 iii iii 2 a a Ii if III iii ,G ili c i 9 jll :if TYPICAL ANI TYPICAL ANCHORS 4 Q 4g dQ9Q i! Nt SEE ELEV.FOR SPS SEE ELEV.FOR SPACING !I !11 S !II NI IIi Ili if iii TYPICAL ANCHORS: SEE ELEV.FOR sPAdNO !!! i!! WOOD BUCKS AND METAL STRUCTURE NOT BY FLORIDA WDW. SYS. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM /4" DIA TAPCON BY 'IT1V (Fu-t20 KSL Fy.92 KSI) I a if iii AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1/4° DIA. U13RACON 13Y 'FLCO' (Fu-177 KSI.Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES ggy 1-3/8- MIN. PENETRATION INTO WOOD W n 4± THRU 18Y BUCKS INTO CONC. OR MASONRY i ±i! 1-1/4° MIN. EMBED INTO CONC. OR MASONRY iI O in DIRECTLY INTO CONIC. OR MASONRY J� EW+ 1-1/4' MIN. EMBED INTO CONC. OR MASONRY 614 SMS OR SELF DRILLING SSCREWS (OWE 2 CRS) Z E7 INTO METAL STRUCTURES STEEL : 1/8°THK. MW. (Fy 38 KSI MIN.) in i±± ALUMINUM : 1/8"THK. MIN. (8083—T5 MIN.) °r'w tl jii iH (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ~ M ju O !!! TYPICAL DGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. ns jii Ii. INTO WOOD STRUCTURE = I" MIN. iii nj INTO METAL STRUCTURE - 3/4" MIN. of CONCRETE Pe - 30110 PSI MIN. C-90 HOLLOW /FRLED BLOCK Pm . 2000 PSI MIN. HEX HERO ANCHORS !ii .ii SEALANT, 9 !il �ij OPTIONAL if ±ii ALL JOINTS AND FRAME CONNECTIONS SEALED WITH !ii !ii ii±iii JOINT SEALER. of - 3 if © 2 > di ,. e FLA.PEE1592 flld 6®1m1 a a C,A4,:4�us n a� Dow " a d \ a a >a. .p . ITt- mnm ANCHOIS aoTYPICAL Aft"Rs SEE ELEV, SEE ELEv.FOR 9'AGNG IY D Wcl< FOR SPACING W10-89 am SST. EDGE sheat 3 of $ d�IAX Y�V MIAMI-oADE COUNTY APPROVED MULLION o SEE SEPARATE NOA t/a'mAx � TYPICAL ANCN01ffi 111V MAX SEE ELEV.FOR SPACING SHIM n I I TOTAL ANOtroRs SEE ML FOR SPACWG y ------------ _ 8 a -� cy ____ -_ __---__- t - -_ -- - METAL L---i LLzTRUCTURE wlNNww WON WI DOIN WWH o U TYPICAL ANCHORS N SEE B".FOR SPACING t/a'MAXI " 1/aIMMAX. © SHIMS TYPICALEELEVVCFRRtS Q FOR SPACING z n M 2 2 P, 7 10 10 7 lL hg --- - -- — --- = v WOOD q v WOOD 3 3 t EXTERIOR t WOOD SUCKS O.L.OPG. WINDOW wlmH c o C t m En� ..JAVAD PRODALTti1 itsW d ° � ;N•� Date ra O Pradaet Grow ag no. W70-89 �' street 4ot $ I=B PART B BEAD. I osscHIPTION MATE= MANP./SUPPUER/RBNARRB �u 1 9336 AS REOD. FRAME HEAD/SWAAMB 8083-TB - 2 9238 AS REDO. FRAME SHEAR CUP 8083-16 4'LONO AT ANCHOR LOCATION d 3 9029 AS REDO. U CHANNEL 8083-79 4 BB■1 1/4' 2 ASSEMBLY SCREW O FRAME CORNER CCL PH sms 08 3 WELDED JOINTS AS REM AT ROUND OR EYE BROW COMMON ER4043 ALUMINUM WELD WIRE 6 SEALENT - AT ALL JOINTS - SCHNEE MORIEAD ACRYL-R 7 - GLAZING BUTTON - 3'FROM END&2'O.C. 6 CLASS 1/4'H.S.+0.060 SGP+ 1/4'xs. - DUPONT SENTRYCLASS a! w 9 SEALENT BOSTIK CHEMCAULK 819 - MOW THK n 10 SEA" GE SILGIAZE 12800 CLEAR - MIW THK TNO rya QQ 11 - SETBLOCK,DUROMETER 386 EPOM - V kk 0 1.48 2 1.128 N U m rr" 09 T ® w -+I 703 1.344 WELDED 3 1+-2 78o JMVIS g ~y O1 FRAME HEAD/90.L/JANB 89336 o z 1I® p111 JOINTS N 4.r a p U C mmm 15oz9 a L n .cm1 � 4 IRTER CORNERS Q3 FRAU SHEAR CUP 89239 L ARCH CORNER CONNECTION c 9O' CORNER CONNECTION Enpn. PRODUCrRUVI» b ,.FLM RE 70992' Wda*Co& hOpp CAN. 1tm0DNo do .j CORNER DETAILS 1`.' ,`• i drawing no. t W10-89 ;�• •�`.ti',' sheet 5af 5 MIAMI- E MIAMI DADE COUNTY 6 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SSV 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE{NOA) w%vw.m1am1dade.gov/economy Florida Window Systems,Corp. 7191 NW 77 Terr. 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-bade 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. DESCRIPTION:Series"FWS-300"Aluminum Horizontal Sliding Window—L.M.I. APPROVAL DOCUMENT:Drawing No.W07-80,titled"Series FWS-300 Alum.Horiz.Sliding Wdw. (L.M.I.)",sheets 1 through.7 of 7,dated 10/15/07,with revision A dated 03/05/12,prepared by At-liarooq Corporation,signed and sealed by Javad Alunad,P.E.,bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA twill occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA#12-0315.08 and consists of this page I and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.13-0402.01 MIAMI >r G4u TY Expiration Date: May 01,2018 Approval Date: May 16,2013 Pa 7 e I g Florida Window Systems,Coro. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W07-$0,Sheets 1 through 7 of 7,titled"Series FWS-300 Alum.Horiz. Sliding Wdw.(L.M.I.)",dated 10/15/07,with revision A dated 03/05/12,prepared by At-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. (Subodited under preylous NOA#12-0315.08) 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 an aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-07-4417,dated 12/13/07,signed and sealed by Candido F.Font,P.E. (Submitted tinder NOA#07 1025.09) 2. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-05-1944,dated 12/13/07,signed and sealed by Candido F.Font,P.E. (Sitbrptiited under NOA#0 7-1025.09) 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)Forced Entry Test,per FBC 24113.2.1,TAS 202.-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-05-1.439,dated 12/13/07,signed and sealed by Candido F.Font,P.E. (Submitted under NOA#071025.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2004, prepared by At-Farooq Corporation,dated 10/17/07,signed and seated by Humayoun. Farooq,P.E. (Submitted under NOA#071025.09) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) Manu-61 Pe E. Product Control E " cr NOA No. 13-04OZOI Expiration Date: May til,2018 Approval Date: May 16,2013 E-1 Florida Window Systems,Carp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 12-4231.08 issued to Eastern Chemical Company(MA) for their"Saflex CP--Saflex and Saflex HP-Composite Glass Interlayer$with PET Core"dated 03/28/13,expiring on 12/11/18. 2. Notice of Acceptance No. 12-1231.10 issued to Eastern Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 03/28/13,expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010,and of no financial interest,dated February 01,2013,signed,and sealed by Javad Ahmad,P.E. G. OTHER 1. Notice of Acceptance No. 12-0315.08,issued to Florida Window Systems,Corp.,for their Series"FWS-300"Aluminum Horizontal Sliding Window—L.M.I.,approved on 06/07/12 and expiring on 05/01/13. Manuel Perez, Product Control Exa NOA No.M0402.01 Expiration Date: May 01,201$ Approval Date: May 16,2013 E-2 74° 111 1/4° WINDOW yam WdV001W WIDTH 1S A.MAX 13 I/2°MAX. Z �+ NES _ 8°164X. FALSE 9" P l MAX AMTO.STiL MAY } CBORNtR6L A CORNERS MTG.STILES L It It 0 bi oil It 41> a It n n — --- It of It jt tl u Q LA n � v 33 1/2° 33 1/2° 33 1/r 33 1/2° SS 7/8° Ol.OM O.L.OPO. O.L OPO. `N to 37 t/8° 37 1/8° 37 VERT WIDTH VENT WWI" TYPICAL ELEVATIONS FS $ o�1g {SERIFS FWS-300 ALUMINUM HORIZONTAL SLIDING WINDO[Y DESIGN LOAD RATIN FOR THESE VANDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. ....... R APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.S./H.S. OR HORIZONTAL SLIDINO WITH OTHER itODUCf REIYEM1YPTA WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING es comptytng,Ni6lbe FtetRTL MIAMI—RADE COUNTY APPROVED MULLIONS IN BETWEEN. t�IdtegCode LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL AttaytatrcoNo —(I WILL APPLY TO ENTIRE SYSTEM. Gx Imf on�u Gf f3 O THIS PRODUCT HAS BEEN DMONED AND TESTED TO COMPLY WITH THE I Mum[ REQUIREMENTS OF THE PLORIDA BUILOING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). WOOD SUCKS BY OTHERS,MUST DE ANCHORED PROPERLY TO TRANSFERMNSSILE am ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DE _ 4 LOADS TO THE STRUCTURE. --ARpR0D1ACT RBVLB» TfiFSE INDOWS E RATED FOR LAM MISSILE • 'qUq,, es T!IY�&ud�0�F1oeL&e d TAILS.ANCHORS Y3 EMBEDMENT TO BASE MATERIAL SHALL 8E BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REQUIRED P8SBS&W . r N` B•„ AcxeVtanofNo Wyg g A1�HORWO LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS A CONDITIONS BS A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ,• ,t �' ,,,' �• MATERKS INCLUDING BUT NOT LIMITED TO STEEL METAL SCREWS,THAT t1.1,,u �07r$� COW INTO CONTACT WITH OTHER DlSsualLaR MAT�RiA1.S SHALL MEET THE .,,.A7ryt>,�.��2 � sheet toR 7 R EQUIRUiENTS OF THE FLORIDA BLDG.CODE SECTION 2003.8.4. DESIGN LOAD CAPACITY - PSV (XO OR OX SIZES) GLASS TYPE'A' OLA88 TYPE'D' WITHOUT REFNPORCING Will RRINFORCINO Z WINDOW DWS. A e/0=W9wes 11'ettt BBBAR COS G/O SURA8 cram errs OUR cases 0 a +worth NEf9Nr Wt+) Har.(-) Ext.(w) 8114-) Eyr 26-1/2' 4 601 7&0 1 66.7 7&0 80.0 100.0 BOA 109.0 37' 20' 4 10.7 784 W,7 784 8&0 100,0 80.0 100.0 0. 53-1/8" (2) 6 66.7 7&0 86.7 754 a" 100.0 80.0 to0.0 74' a 66.7 759 $0.7 7&O a0.0 IODA ea0 10x9 OC 28-1/2° 4 66.7 7&0 66.7 78.0 804 100.0 80.0 100.0 37' 38-3/5' 4 0&7 75,0 8&7 78.0 80.0 100.0 804 IODA 83-1/8° (3) 6 8&7 7&0 6&7 7&0 solo 100.0 BOA 100.0 Q 74' 0 6&7 7&0 08.7 78,0 80.0 821 BOA 100.0 83 28-1/2° 4 6&7 1 734 1 60,7 78.0 80.0 100.0 80.0 1 100.0 37' 50-DIW 4 8&7 78.0 88.7 754 8&0 WA GDA 100.0 � stufxNlE � 53-1/8' (4) 0 84.5 64.8 0a7 7&0 Was 04.6 GOA IOU S 74' 6 84.0 54.0 W?- 78A 84.9 84.9 80.0 ,00.0 170e GORARNC 798 DOHS CORNING 705 a 20-1/2' 4 B&7 78.0 06.7 750 BOA 82.8 OD,0 1004 1/B'HEAT STHFAt'O GLASS 1/e'HEAT STREN'O GRASS 37° BS° 4 62.3 823 0&7 78.0 62,3 62.3 80.0 100.0 53" (a) 6 472 47.2 68.7..,....78.0 47.2 47.2 BOA 100.0 _•000°VIER1At'ER '078'1NTERIAYER 74' 8 38.2 38.2 8&7 70.1 39.2 3&2 80.0 924 SAFL£X PVB 6Y%OLOta YANCEWi STORM COMPOSITE 5Y'SOLUDA 24' 4 s&7 7&0 6&7 78.0 80.0 IOOA a" Ip" 1/8°HEAT sTSEN'D 0vs8 1/5'HEAT 9TREN'o O1� 3a° 4 66.7 76.0_ 60.7 78.0 604 100.0 80.0 1004 4B' 2d' �4 6&7 7&0 68.7 784 800 1004 50.0 100.0 ByUCONE QQg.. SILICONE 60' (2) 0 00.7 75.0 88.7 754 804 190.0 00.0 100.0 " Dow C Dmm 795 DOW CORNING 795 72' 6 6&7 70.0 88.7 754 80.0 10010 80,0 100.0 y� �{ .1 24' 4 66.7 75.0 60.7 75.0 804 1004 80A 100.0 , a is § " '• 30" 4 88.7 78.0 68.7 78.0 80,0 100.0 SDA 1110.0 B 1 S a 40° � 4 80.7 7&0 86.7 78.0 804 10&0 SDA 100.0 80" 6 6&7 no 6&7 750 80.0 100.0 8DA CODA $� 72' 8 88.7 7&0 66.7 75.0 SOA a" BOA 100.0 Z 24' 4 68.7 7&0 68.7 754 000 1WA a0A to" 38' 4 66.7 754 68.7 784 80.0 90.8 804 100.0 48" (4 4 6&7 74.4 60,7 75.0 74A 74.4 -Bao ZOOM 01A98 TYPR 'A' GLASS TXPE 19' GGGSSS 60 6 6&8 65.8 86.7 75.0 65.6 65.6 80.0 100.0 72" 6 OLD 81.0 1 6&7 754 61.0 61.0 80.0 100.0 .-.IAZ.ING OPTION 24' 4 6&7 78.0 88.7 78.0 80,0 904 80A 100.0 36' 4 88.7 87.7 8&7 7&0 67.7 67.7 BDA 100.0 d8' OD' 4 b42 842 617 75A 64.2 84.2 60.0 100.0 c 60' �) 8 d8d 48,8 6&7 7&0 464 46.a 80.0 100.0 72' 6 41.8, 1 41.8 68.7 7&0 41.8 41.8 80.0 100.0 RO!DOC7•RENE1y A 4 NO.OF ANCHORS PER HEAD&SILLSS {) = NO.OF ANCHORS PER JAMS +elding rultngulNl'tre y0. aua cwto n*n* '� 4 ALL EXTERIOR(+) LOADS SHOWN N THIS SHEET ARE g FOR WINDOWS WITH APPLIED RISER AT FRAME SILL , PRODUcTRfiv=o d •° e FOR STD, SILL (NO RISER) LIMIT!EXTERIOR(+) LOADS TO 66.7 PSF t7ae •, ; as 0, yiiudlGtlreF1a196 b SEE DETAIL ON SHEET 4. c+O4 AxepmiroeeNo4 NOTE: i >Sy CLASS CAPACITIES ON THIS SHEET ARE Pr1-014; draaing no. WED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION W07-80 DECLARATORY STATEMENT DCA05-:DEC-219 DESIGN LOAD CAPACITY-- PSF (XOX SIZES) DESIGN LOAD CAPACITY - PSF (XOX SIZES) GLASS TYPE'A' GLASS TYPE'R' GLASS TYPE'A' atam TYPR'B' W 11THOUT RRDTFORCING WITH REINFORCING WITHOUT REINFORCING WITH REINFORCING `. WINDOW DIMS. A 11/0 811648 CLIPS vrm smu CLIPS Af/0 8R$AR CLIPS MH 88 u cups VINDOW DIMS. A V/0 SMR t2,1P8 un$Mit CUPS 11/0 8B8AR 0111'8 VITH 8869E CLIPS O 4.11DTM HEt101r EM.(+) DIT.(-) f¢a.(+ INU-) ar.(+) IRr.(-) r;xr.(+) WA-) WIDTH r�a�tr on.(•r) W.(-) tai.(+) WQ-) EXr.(+) W4-) W.(+•) W4-) � 74' 4 O&7 784 68.7 _78.0 80.0 100.0 60.0 100.0 74• 4 6&7 78.0 88.7 78.0 804 1004 80.0 1004 108-1/4' 26° 4 8&7 7&0 88.7 78.0 80.0 100.0 80.0 100.0 100-4/d° 20" �-4- 00.7 78.0 10.7 784 804 100.0 804 100-0 ill" (21 6 88.7 78.0 68.7 7&0 80.0 100.0 80.0 100.0 111" (� 6 86.7 78.0 S$.7 78,0 804 100.0 804 1004 � 74' 4 6&7 78.0 88.7 _78.0 80.0 100.0 80.0 109.0 74" 4 88.7 "A 86.7.,. 78.0.. ;804 874 80.0 /WA �'4 y4• a 106^1/4° 38 t3 8. 44 8&7 78.0 s&7 78.0 77.6 77.6 80.0 iW.0 106-1/4' 38(3�' 4 68.7 78.0 88.7 TBA 80.0 02.9 804 100.0 N 111" 6 66.7 78.0 68.7 78.0 804 81.7 80.0 100.0 ill" 0 88.7 75.0 88.7 78.0 80.0 88.8 SOA 100.0 W 74' 80-8/8' 4 88.7 87.8 88.7 784 67.6 87.8 804 1001( 74' 30-518" 4 solo 8&0 88.7 75.0 60A o6.0 804 1¢0.0 y 108-1 JA° (4) 4 88.8 6&8 S&7 78.0 S&S 59.8 80.0 100.0 (4) ey 111° 8 84.9 54.9 88.7 754 549 84.9 80.0 100.0 03" 74' 4 47.4 47.d 08,7 784 47.4 47.4 80.0 100.0 74' 4 496 495 g8.r 764 0.8 ass solo 100.0 (5) 1 106-1/4 (5) 4 39.1 39.1 66.7 71.9 38.1 3&1 00.0 95.1 72' 7 68,7 78.0 88.7 754 00.0 100.0 80.0 1004 111' (5) 6 38.2 38.2 60.7 70.1 38.2 38.2 80.0 92.8 Be 24' 9 60.7 7&0 66.7 75.0 804 100.0 80.0 100.0 72° 7 8&7 78.0 6&7 75.0 80.0 100.0 80.0 iW.O 98" (2) 9 e&7 78.0 66.7 TBA WA 100.0 80.0 to" Se 24" 0 88.7 784 10.7 75.0 804 100.0 80.0 100.0 108° 9 68.7 754 88.7 78.0 804 100A 804 100.0 _. 98' (2) 9 6&7 75A 6&7 7&0 80.0 100.0 80.0 100.0 72' 7 60.7 78A 6&7 78.0 SMO S&7 804 100.0 108° 9 88.7 75.0 08.7 76.0 804 100.0 80.0 100.0 84' �8° 9 86.7 78.0 88.7 78.0 80.0 92.0 80.0 100.0 72° 7 60.7 754 8&7 7BA 804 100.0 804 100.0 96' (3) 9 66.7 79.0 86.7 7&0 8160 80.0 80.0 100-0 Be 38° 9 00.7 750 66.7 7" SO4 100.0 80.0 100.0 408' 9 60.7 70.0 60.7 754 00.0 084 110.0 IW.0 gg° (3) 9 68.7 78.0 60.7 784 804 92.0 80.0 100.0 72' 7 88.7 72.9 8&7 7$1( 729 72.9 80.0 4004 108" 0 68.7 TOA 68.7 764 804 80.0 80.0 100.0 Be 48° 9 68.7 88.4 00.7 784 00.4 GOA 00.0 100.0 72" 7 M7 74.4 68.7 7&0 74.4 74.4 80.0 1004 98" (4) 9 01.5 s1.8 g&7 754 st.B 81.5 804 tC2.0 g " Be 40° 9 BB7 8&0 88.7 780 88,0 884 8&0 1004 g¢• w 06' (4) 8 69.7 83.7 Be.? 7&0 83.7 83.7 80.0 100.0 72, (g) T 81.7 81.7 88.7 754 Bf.T 81,7 80.0 1000 pp1� 408'° 9 61.0 81.0 6&7 75.0 814 614 60.0 1004 t"M 72' &7 7&0 84.2 54.2 80.0 1004 A -NO.OF ANCHORS PER HEAD&SILL 7 84,2 84.2 6 _ _ ( }= NO. OF ANCHORS PER JAMB � $� 84" W" 9 48.7 48.7 66.7 78.0 40.7 1 4B.780.0 i W.0 Z 96" (5) 9 44.7 44.7 66.7 75.0 44.7 44.7 69.0 1¢9.0 108' 9 41.8 41.8 66.7 75.0 1 41.6 41.8 80.0 100.0 h 4` A m N0. OF ANCHORS PER HEAD&SILK. - ( )= NO.OF ANCHORS PER JAMS (1/447) 0/214) (1/41) cS�j l 0 (1134♦) (1/30 (1/V4 ItODUCYRENEW110 OPERATING YOM TO BE 1/4 OF THE WINDOW WIDTH MI> las%itbltPtnft accepmaeeNo .C'i tt4nDatc 7$ OPERATING VENTS TO BE 1/3 OF THE WINDOW 0010TH 4 ALL EXTERIOR(+) LOADS SHOWN ON THiS SHEET ARE FOR WINDOWS WITH APPLIED RISER AT FRAME SILL •'pyAqm' PILQDUCTItIfVfBRD FOR STD. SILL (NO RISER) LIMIT EXTERIOR(+) LOADS TO 66.7 PSF ' " �+ 7osei•, (1vi14Ta6t7nAe b � SEE DETAIL ON SHEET 4. + Avaep No i. NOTE: GLASS CAPACITIES ON THIS SHEET ARE AsY o dmwtag no. BASED ON ASTM E1300-04 (3 SEC. GUSTS) W07--80 AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS-OEC-219 ".,;'l y�.;" Ot1e01 of 7 TYPMMAL SEE¢EY FOR AOINDC rfinM ANCHORS SEE EIEV.FOR 0{ SEE ELM FOR SPACM0 t Z c , 18Y rA— .,N -OAOE COt,iNiY APPROVED b: V1OOD BUCx METAL ON&MUIIlON ANCHORS A ..° e I SHEAR CUPS STRUCTIiR£ SEPARATE NCA ' 2'I=AT ;A�14OR LOCATIONS .. SHEETS 2 dt 3 •��::• tCAPACRY st in Typm A7NCHIORS D .i •' '''I SEE ELEV.FOR SPACM W t TYPICAL ANCHQRS sm a v.Fol$PAC= ; Q i ; I/A'TAPMS BY 4 i Iii WOOD BUCKS AND METAL STRUCTURE NOT BY FTARHTA WOW. SYS. INTO 28Y WOOD BUCKS OR WOOD STRUCTURES tJ i MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1-3/8' MIN. PENETRATION INTO WOOD ' AND TRANSFER THEM TO THE BUILDING STRUCTURE. !? ! THRU 1 BY BUCKS INTO CONC. OR MASONRY 1—t/4' MIN. EMBED INTO CONC. OR MASONRY i r DIRECTLY INTO CONC. OR MASONRY ! O 1-1/4' MN. EMBED INTO CONC. OR MASONRY x ii t i!! ,02 CMS OR SELF DFU I ING SOWS INTO METAL STRUCTURES r , STEEL: 12 GA MIN. (Fy a 36 KSI MIN.) ALUMINUM : 1/8'THK. MIN. (6063—TS MIN.) z i!'! (STEEL N CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) w A1.2 SMS OR SF—LF DRRIING SCREWS i t i INTO DAVE COUNTY APPROVED MULLIONS (MIN. THK. .090") (NO SHIM SPACE) MINIMUM EDGE DISTANCE !i INTO CONCRETE AND MASONRY ® 1-5/8' MN. !i • !i 'i INTO WOOD STRUCTURE - tMIN. R t! i! 1 7 t/te"x t"tuSER N70 METAL STRUCTURE m 3/4' MIN. � i.!1 ! I HEREO TO Su VAT"SIUCom SHAJA i. is I:i• ALL JOINTS AND FRAME CONNECTIONS SEALED WITH '! '• t 4 SEALANT. N 2 , WEMOLES: c I 1O 1D tv < � W1 1'X 1/4' WEEPNOLES,AT S" FROM u EACH END g3 pit .. ? i.•U` NNW is OeomFernu om _ 3 L tathol?httlSa b , PE @+TtLka2 '. g •' ._.... os a < 10 x 3 4''FH SMS T10D11CY11ENkwgp '•CA,N;3S38 • e ,@ °• )q8 X f-•1/2 PER t -CLIP NEW. ONLY) Rotilittg Cod Hath ih@PlO7' b 1 REM.WOWS.ONLY) Awpt@raeNo .. .e ::� <• 4 n fa mU tlnte /{g dravdrtg no. $ $EINFORCED BILL INSERT 1 °. e- •. - TYPICAL ANCHORS 6Y W07-80 A SEE a".FOR SPAM SEE SHEETS 2&3 FOR CAPACITY A9Iam g r a1�: sheet of 7 tr rybgY 3118°f" y�U SHIM VENT worm 1J4-MAX, 1 $IItlU TYPICAL ANCHORS R O 13 O `J - TYPICAL ANCHORS O Q g SEE M,FOR SPACNO S a -MEAL ---5CRFN OPT. --^-_•, .._......_»_.. ..___.._..»�.. 9'• -_- . . - 8 STRUCTURE 21 8 - - p i6'Q S ,dW�D 8UCX8 � t��j ° AT X SL1el EXTERIOR AT 3"eRoaa 'DS WINDOW VWT14 AND Oa O.C.MAX. tX2Xtjg" XO 2AYOUT ALUM TUBE ACCESS HOLE . OX OPPOSITE WITH PLtui � S REPSFDRCED MTG. 3TITPsB SEE SHEETS 2&3 FOR CAPACITY 3/10'F9AX. e SHIM SHDd VENT WIDTH �1mm TYPICAL ANCHORS I SEE E LEV.FOR SPACING W OPTIONAL.TO �� m co TYPICAL ANCHORS 8 SPRIKC LATCH 1 � D F"IPACINGJ TTOOD SITTUCTTITE 21 g WOOD STRUC S 3 EXTERIOR � WINDOW w1OTTT RootrCT TTENr?tvT xox tnYOTrc ;8��.afa>+�xaunmePFo-�s tn7JfagCoAa a It 4," fa M,, g,(} Uiwl-DAOE COUNTY TYPICAL ANCHORS Es fault ifeto j APPROVEO MULLION SEE f3.EV.FOR SPAM SEE SEPARATE NOA MODUcr - g< q�apunoatda f 1Mte raj e droYltltq no. `ytp �9 W07-80 WINDOW WIDTH VNMW WATTH '•�a+,•�t�i•T��. sheet Sof a• . f� 2.695 M"t PAW 0 gUANTLTY D=RTMON MATRIM NAND./SUPPUM/MWARx9 t M-022 1 FRAME HEAD 6063-TS - _ .062 1_ 2 FM-026 1 FRAW 89.1. 608J-Ta � n 1.260 .41�¢ 1.250 3 MS-019 1 FRAME JANE VENT 8083-T8 z1.876 1.031 4 M- 1 FRAME JAMB FOL 6063-Ta 028 0 8 FWS- t/VENT FrAW RAIL 6083-Ta F �.__..._._ 8 M-024 I/VENA-VENT MEETINO RAIL 6003-ATO 7 FWS-018 2/VENT TOP AND BOTTOM ROL 8063•-T5 � 1,2t� O VENT TO'/BOTTOM RAIL 8 FM-023 i/VENT JAMB STILE 8063-T8 9 FWS-026 AS RECA OLAM BEAD 6063^T8 y O1 FRAME HEFT 1.785 10 FWS-OISA 1 8"LONG SU TRACK 966 600,45 AT FIXED RAILS ONLY Q� IS 11 - AS RTX , SHENL CUP 2"LONG 6083-76 AY ANCHOR LOCATIONS Yrvi t.ta 1.383 'O82 12 FVMu-018 2/VENT VENT LATCH M3-T8 AT 10-1/2"FROM ENDS Y a 1.813 12A - 2/vtNT CAM ME SWEEP LOCK aAMAK AT 13-7/8"FFM ENOs `a eta t aaD 13 14-WIO t/LATCH VENT LATCH t psm ST.STEEL 14 RI1-2990 2f tlENT ROLLER HW5097&GUIDE FVASTfC M&M PLASM t y 17 FWS-076 AS READ. BAFFLE NYLON M&M PIASLI{S • 2.al� 1.280 .826 18 #8 X 1-1/4" AS RECD. FRAME/VENT ASSEMBLY SCREWS CAS P.H.SMB 3.037 1.796 is #8 x 3" 2/VENT AX.RA9.SILL SOREWS(SU 0" CRB P.H.so JAMB STILE 20 - AS REOO, QA2{NO GASKET VINYL - 2.._ 21 E-206 A9 Rte. 8UL8F 1'1'STRI- FT,EX P C - UU t' 22 W23Z1tNt1 AS FLEOD. WOOLPILE W'STRIPPM ULTRMAB OR EQUN. ' - ._25 - 1/MY8 16"BOX SCREEN - OPTIONAL ^ Z. a T- AVLS 1.878 kkTAl U ® FRAME SAL 1.082 11.454 1 a4D Q MEETING RAA c 5 m4f-1 2o9s G'n- �.oe2 1.140 i0 SAL TRACK 1.438 1.230 L --� 0 .082 s .912 -1to8uff it"EVAM EO 1.000 ® FTXMTO.RAA slim CUP a eMplylvaatihthejbrm,S !La{�tfl9 lAcaeplaaeeNo .Gf 1.867 F.><plrattoo Date B� a r CIL L .780 ey L 12 VENT LATCH 7r! 4 .082 .062 - .419 2.769 6.769 i. VAaA�t+A6 PRODUCrRRVTSBD ° .050 tT P 7" ` as-. tv9hthaPlotlda b � I ¢ yloa .�a...... t,2ao 1.286 •; � '•., 'A ilorap�i�evNo k cc k 20 k^1.375 1.375 1 a� drmving no. o GIRZiN6 BEAD U3 FRAME JAMB (VENT) o FRAME,IAM$ (FIX) 2 eleal�of n i Z 9 � 0 3� yy .9 O � FR _MP CORN)R Ayr rap�eG1T�1 co�ERs U Q W a� 18 r-I ROppC]'RBNEVlfcU as re din i-1 �rph IhaFlarldL IvldtngCade AIn faaerMo -dTt� Qf E tirattaa pato p m p1191arW PrdddN, ,� < Date" r2o EngleCroPRODt=MViSM � y .. tpcampl wlq�AlBPlmiBa'• OY -o � FRAME BOTTOM CORNER 3 Mimq d(OwPng no. FrAM MTG. RAIL CORNER Q ttt q q W07-80 t • I MIAMI RADE MIAMI-DADS COUNTY o PRODUCT CONTROL SECTION DEPARTNIENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mlamidade.govleconomy Florida Window Systems,Corp. 7191 NW 77h Terrace 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. DESCRIPTION: Series"T WS-20011 Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT:Drawing No.W04-20,titled"Series FWS 200 Alum. Single Hung Window (L.M.I.)",sheets i through 5 of 5,dated 03/11/04,with revision F dated 02/10/14,prepared by Al Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or 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. i i INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or it's distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#12-0315.10 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel•Perez,P.E. NOA No.14-0212.09 MIAM D a-g COUNTY ° Expiration Date: July 29,2019 ApprovalDate• Apr April 17,2014 Page 1 i i Florida Window Systems,Corp., NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I A. DRAWINGS { 1. Manufacturer's die drawings and sections. I 2. Drawing No W04-20,titled"Series FWS 200 Alum. Single Hung Window(L.M.I.)", sheets 1 through 5 of 5, dated 03/11/04,with revision F dated 02/10/14,prepared by Al—Farooq Corporation,signed and sealed by Javad Ahmad,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 an aluminum single hung window,prepared by Hurricane Engineering and Testing,Inc.Test Report No. HETI-03-182013 dated 02/12/04, signed and sealed by Rafael E.Droz Seda,P.E. (Subinitted under previous NDA No. 04-052&03) 2. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of an aluminum single hung window,prepared by Hurricane Engineering and Testing,Inc, Test Report No. HETI-03-1820A dated 09/09/03, signed and sealed by Rafael E. Droz—Seda,P.E. (Submitted under previous NOA No. 04-0528.03) 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)Forced Entry Test,per FBC 2411.3.2.1 and TAS 202-94 along with marked—up drawings and installation diagram of an aluminum single hung window,prepared by Hurricane Engineering and Testing,Inc.Test Report No. HETI-03-1322B dated 01/01/04, signed and sealed by Rafael E.Droz—Seda,P.E. (Submitted under previous NOA No. 04-0528.03) � 4. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 20294 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1 and TAS 202-94 along with marked up drawings and installation diagram of an aluminum single hung window,prepared by Hurricane Engineering and Testing,Inc. Test Report No.HETI- 03-1322A ETI03-1322A dated 06/05/03,signed and sealed by Rafael E.Droz—Seda,P.E. (Submitted under previous NOA No. 04-0528.03) Manuel Pere,P.E. Produet.Control Examiner NOA No.1'4=4212.09 Expiration Date: July 29,2019 Approval Date: April 17,2014 E-1 Florida Window Systems,Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 2007, prepared by Al Farooq Corporation,dated 06/15/09,signed and sealed by Arshad Viqar,P.E. (Submitted under previous NOA#09-0629.06) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS M 1. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 03/28/13,expiring on 05/21/16. 2. Notice of Acceptance No. 13-0814.01 issued to Oldcastle Glass Inc.for their "StormGlas9m Glass Interlayer",dated 10/24113,expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010,dated February 7,2014, signed and sealed by Javad Ahmad,P.E. 2. Statement letter of conformance,complying with FBC 2010,and of no financial interest,dated May 24,2012,signed and sealed by Javad Ahmad,P.E. G. OTHER 1. Notice of Acceptance No. 12-0315.10,issued to Florida Window Systems, Corp.,for their Series"FWS-200"Aluminum Single Hung Window--L.M.Y.,approved on 06/07/12 and expiring on 07/29/14. Manuel Perez,P.E, L,,-"'Product Control Examiner NOA No.14-0212.09 Expiration Date: July 29,2019 Approval Date: April 17,2014 E-2 49 3/8- ILL OPG. 5 1/2'MAX. 14"MAX FALSE MUNTINS RS A WG/SILL OF O ted' Q� a cy Ii it II II t7 8 II II PLT u u Z 11 11 m a II II b -0 a11 II H n x -'--__ — =uY__ Q OL a n c ii .� 11 p u II 8 I C ii ii N n a 11 I � N U 48 i/8' ` 4 50 S/8' $ Z VENT WIDTH z `I' 53 1/8' Q�t I THESE WINDOWS ARE RATED FOR LARGE do SMALL MISSILE IMPACT. WINDOW WIDTH SHUTTERS ARE NOT REQUIRED. K 2!§I DPICAL ELEVATION JGO W SERIES FWS-200 BULB V94YL TESTED UNIT LL n 0 ALUMINUM SINGLE HUNG 3VINDO{P DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER BULB VINYL HEAT STREWD GLASS CHARTS SHOWN ON SHEET 2. 1/8'ANN.PLASS 075'Intedoyar APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE A90'tnterioyar dcostle StAdIngEnvelopa.Inc.' COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER $atI6II pear And CO1W gagg OR °$� WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING By'Eastman Chemieol Co.' �� iO 8 g ex MIAMI—DARE COUNTY APPROVED MULLIONS IN BETWEEN. By% Clear And Color Co.' $g g$ LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL 1/8'ANN.GLASS 'Euelmon Chemical o' WILL APPLY TO ENTIRE SYSTEM. 1/8'HEAT STREN'0 GLASS THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE pp.. SILICONE o REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY F PECORA 895 PSILICONE ECORA 89S m° HURRICANE ZONE(HVHZj b o WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER c LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED.SPACED AS SHOWN ON DETAILS,ANCHORS Ii �t III W.JAVAD NASO f7LODUCTRBV4SBD T Y EMBEDMENT TO BASE MATERIAL SHALL 8E BEYOND WALL DRESSING OR STUCCO. FNA PE 4LT0592 PRODUas lYrRUVht6aFlarhM ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAIIS ARE F7CAM 3578 BWldisgCodo NOT PART of THIS aPPRowu. Wm , A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. F7 IF77MATERW.S 1NCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT ;: �� qgQ drovrtng no. COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE GLASS TYPE 'A' GLASS TYPE 'B' t &RTAREQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. 11 !19 W04-20 GLAZING OPTIONS -! ahaet 1 oT 5 EQUAL LITES WINDOWS UNEQUAL LITES WINDOWS �V DESIGN LOAD CAPACITY-PSP DESIGN LOAD CAPACITY- PSF a gj W/0 SHBAR CUPS WITH SHEAR CUPS AT JAMDS W/0 SHEAR CLIPS IWITH SHEAR CLIPS AT JAMBS GLASS TYPE GLASS TYPE GLASS TYPE CLASS TYPE GLASS TYPE GLASS TYPE CLASS TYPE GLASS TYPE Z 3 WINDOW DIMS. 'A' `D' 'A' IS. WINDOW DIMS. 'A' 'H' 'A' 'H• �0 -� WIDTH HEIGHT EEL(+)INT.(-) Exr.(+)1NL(-) Exr.(+)1NL(-) EXr.(+) INT.(-) WIDTH HEIGHT EXr.(+)1-.(-) -(+)1M.(-) W.(+)1N7.(-) EE f.(+)1NL(-) !dd" 19-1/8' 60.0 65.0 88.7 75.0 80.0 85.0 66.7 75.0 19-1/8° 604 65.0 66.7 75.0 60.0 85.0 66.7 75.0 87 26-1/2' 60.0 650 8&7 75.0 60.0 85.0• 6&7 75.0 28-1/2 60.0 86A 8&7 75.0 60.0 65.0 6&7 75.0 CYw 3Y 60.0 65.0 88.7 7&0 60.0 65.0 66.7 75A 32' 60.0 65.0 6&7 75.0 BOA 65.0 68.7 75.0 60.0 65.0 68.7 75A 60A 65.0 68.7 75.0 3Y -5/B" 80A 65.0 8&7 75.0 60.0 65.0 6&7 75.0 G a 42' (3) 60.0 04 86.7 780 80.0 65.0 88.7 75.0 42' (5) 60.0 65.0 86.7 78.0 BOA 65.0 66.7 7&0 1 yN 48' 60,0 65.0 66.7 75.0 80.0 65.0 65.7 7&0 46' 60.0 65.0 88.7 712 60.0 0&0 66.7 75.0 cy yrt M 53-1/8- 60.0 650 66.7 75.0 60.0 65.0 66.7 75.0 53-1/8` - - 61.4 61.4 - - 66.7 75.0 �.0 85.0 88.7 75.0 6&0 65.0 66.7 75.0 19-1/6` 60.0 65.0 66.7 75.0 8&O 654 6&7 75.0 26-1/2• 60.0 65.0 66.7 78.0 60.0 65.0 66.7 75M 26-1/2- 600 65A 6&7 78.0 60.0 65A 5&7 75.0 a 3 32" 60.0 68.0 6&7 75.0 60.0 65.0 66.7 750 32" 60.0 65A 6&7 75.0 60.0 65.0 6&7 78.0 U.t J7• 38-3/8` 80.0 65.0 66.7 75.0 60.0 65A 68.7 75.0 37' �5) 60A BSA 6&7 780 6&0 65.0 6&7 75.0 a 42` (4) 60.0 65.0 66.7 75.0 60.0 65.0 66.7 75.0 42• - - 88.7 754 - - 66.7 7&0 48' 600 65.0 6&7 75.0 60.0 65.0 68.7 7&0 48" - - 66.7 683 53-1/8' 60.0 65.0 66.7 73.5 80.0 8&O 68.7 7&0 53-1/8' - - 882 5&2 - - 88.7 780 j m ,r 19-1/8` .60.0 65.11 66.7 75.0 80.0 65.0 6&7 75.0 19-1/8' 60.0 65,0 66.7 754 60.0 65.0 66.7 7&0 p 26-1/Y 60.0 65.0 6&7 7&0 MO 65.0 6&7 7&0 26-1/2- 60A 65.0 6&7 75M 60.0 650 6&7 7&0 U �' 32' 60.0 6&0 6&7 75.0 6&0 65.0 68.7 7&0 32` 60.0 65.0 B&7 7&0 60.0 65.0 08.7 75,0 N 37° �_8 J8a 60.0 65.0 6&7 75.0 60.0 64.0 66.7 75.0 37" 68) - - 66.7 760 - - 6&7 78.0 42' (4) 80.0 65.0 66.7 75.0 60.0 65.0 66.7 75.0 42' - - 66.7 7&0 - - 6&7 75.0 � w 48' 60A 85.0 6&7 69.6 60.0 65.0 66.7 75.0 19-1/8" 78° 80.0 65.0 8&7 7&0 60.0 65.0 6&7 75.0 53-1/8' 60.0 602 602 60.2 6DA 650 66.7 7&0 26-1/Y (6) 60A 650 66.7 7&0 60.0 •85.0 66.7 75.0 8" 65.0 6&7 75A 60.0 65.0 M7 7&0 3Y - - 66.7 7&0 - - 66.7 75.0 g F-•'- i$ 26-1/Y 60.0 65.0 S.7 7&0 80.0 65.0 56.7 75.0 •NO.IN PARENTHESIS INDICATE NO.OF a Z nM 32' 60.0 65.0 68.7 75.0 600 05.0 6&7 75.0 ANCHORS PER JAMB. 37' 57' 60.0 BSA 88.7 7&O 60.0 65.0 66.7 75.0 p Z 42• (6) 60.0 05.0 8&7 7&0 604 65.0 68.7 75.0 xi 46` 600 64.8 64.9 04.9 60.0 65.0 68.7 75.0 0 D"v z LL n 53-1/8' 55b 55A 55,8 5&8 �.0 85.0 88.7 75.0 �p� 19-1/8• 600 65.0 6&7 7&0 60.0 65.0 66.7 75.0 m T 26-1/2' 800 85.0 88.7 7&0 80.0 65.0 66.7 75A J a 32° 60.0 65.0 B&7 7&0 60.0 65.0 68.7 754 c 3Y 83' 60.0 65.0 68.7 7&0 60.0 BSA 66.7 75.0 4Y (8) 60.0 85A 6&7 7&0 600 88.0 68.7 75.0 $g 49' 60.0 61.7 61.7 61.7 60.0 85.0 �.7 78.0 gg d 53-1/8' - - 82.8 $2.6 - - 8&7 75.0 19-1/6" 60.0 65.0 6&7 7&D 60.0 65.0 6&7 75.0 1q 26-1/Y BOD 65.0 6&7 7&0 60.0 65.0_ 6&7 75.0 $ 33 32` 60.0 $5.0 88.7 75.0 6&0 65.0 6&7 75.0 NOTE: 37" 76' soA eso .6 7s4 sao es.o 66.7 Jso GLASS CAPACITIES ON THIS SHEET ARE g«g (6) _ _ BASED ON ASTM E1300-09 (3 SEC. GUSTS) o o B 4Y Be.7 742 ss.7 754 AND FLORIDA BUILDING COMMISSION m >§ > ae° - - sza 57.4 - - 6s.7 75A DECLARATORY STATEMENT DCA05-DEC-219 g o W 53-1/8' - - -1 1 -1 1 - 1 - 66.7 7&0 •NO.IN PARENTHESIS INDICATE NO.OF % .. ANCHORS PER JAMB. Engr:JAVnO AFtiIAU F?tODUCT REVISED � r Cw as compft ivhh aw Ffarms FLA.PE,/76582 Buflftcolle CAM,353P A DateBy gg 6 0 drawing no. ` W04-20 NO1��1�a she6t 2 of 5 TYPICAL ANCHORS .TYPICAL ANCHDR3 0 SEE ELLVS.FOR SPACING SEE ELEV.FOR SP By TYPICAL ANCHORS • I SEE EM.FOR SPACING WOOD BUCK ANAL MIAMI-DARE COUNTY APPROVED m ggg@g • STRUCTURE MULUON k MUUMN ANCHORS I z W •d e .�a e .'e•e :.y d a SEE SEPARATE NOA r6 '' cy 11 A CAL ANCHORS 18 \(II SEEELEV.FOR SPACING S^dg gyp@ TYPICAL ANCHORS: SEE ELEv.FOR SPACING, I I g 7.L A71... nn �_ I h WOOD BUCKS AND METAL STRUCTURE NOT BY FLORIDA WDW. SYS. DIA. ULTRACON BY ' ICO (Fu-i77 KSi,Fy=ts5 KSI) e ' MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 2 F 4 AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1-3/8' MIN. PENETRATION INTO WOOD O ' THRU 1BY BUCKS INTO CONC. OR MASONRY ( N 1-1/4" MIN. EMBED INTO CONC. OR MASONRYir U DIRECTLY INTO CONC. OR MASONRY N OPTIONAL TO 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY IPRING LATCH �z e 614 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) Ys waii _ r INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy — 36 KSI MIN.) u 3-Iwo o B ALUMINUM : 1/8' THK. MIN. (6063-15 MIN.) g W- a O 4 5 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) z�, 012 SMS OR SELF F DRILLING SEWS (GRADE 2 CRS) Q 3 _ < - 14 'i' INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090'7 r' I u (NO SHIM SPACE) O m w y TYPICAL EDGE DISTANCE o W ' INTO CONCRETE AND MASONRY = 1-5/8' MIN. o INTO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE = 3/4' MIN. n CONCRETE f'o a 3000 PSI MN. C-90 HOLLOW/FILLED BLOCK I'm - 2000 PSI MN. B 9 SEALANT: $ 4 ALL JOINTS AND FRAME CONNECTIONS SEALED WITH Vill SCHNEE—MOREHEAD 5504 SEALANT. 8 1O 00 �63 a� WEEPHOLES: 1s 2 s a s W1 1-1/2' X 3/16" WEEPHOLES AT 2-1/4" FROM o e W © \ \ EACH END *Y W1 - _ VAD AIedAD PRODUCI'RBV186D •� CIVIL 70as diog�CIr wovIorI& �77, �� •' 44° CAN. 592 Betl B °• v .. .. ... T*plretion Date 2® • ..Q,. _A .o e I < •,.o a. v a o e' ! ~�rrl�tt�ee,��qq¢II Dy O "'d' a•� a, •°• � I'u &6�!'V 'Ba Yrnduct drawing no. . - TYPICAL ANCHORS ' r TYPICAL ANCHORS � ''1••..,_.., •.* .•e'.. _ .' SEE ELEV.FOR SPACING S 181• I SEE ELEV. —20 .� WOOD BUCK FOR SPACINGW04 ��+� .. sheet 3 of 5 rm/ PAST/ REQD. DESCRIPM MAREFda MARP./SUPP=/REMAM 1 FWS-020 1 FRAME HEAD 8083-TB - 2 Fw5-021 1 FRAME SRL 6083-T8 - o DADE COUNTY 3 FWS-022 2 FRAME JAMB 8083-T6 -APPROVED MULLION TYPICAL. MIAMI- RS 4 FWS-023 1 FW%D MTO.RAIL 8083-TS F �{ SEE TE OA SEE ELEV.FOR SPACING 3 FWS-024 1 VENT TOP PAL 8083-T8 - Q 6 FWS-023 1 VENT BOTTOM RAR OD83-16 - � g 7 FWS-016 2 VENT SIDE RAIL 8063-TB - - Y S FWS-029 AS 800. GLAZM BEAD 9 FWS-018 2/VENT VENT LATCH O 10-3/4'FROM ENDS 8083-TB - ' 9A - 2/VENT CAM TYPE SWEEP LOCK 7AMAK KTALLED W/(2)/B X 3/4'FH SMS �yy ---- ® -- - - 10 - 2 LAM SPRNG STEEL - f7 1a. 11 895 AS REGO. GLAZING COMPOUND - PECORA 0 ap g 3[ 12 /e X 1-3/4 20 FRAME k VENT ASSEMBLY SCREWS CRS PH SMS 13 - - - - - - 14 W21175 AS REQR PRE W'STRIPPING WITH PLASM FDI - ULTRAFAB a z 1b E205 AS REGO. BULB W'STRIPPING VINYL - 18 - 2/VENT BLOCK AND TACKLE BALANCE 16A - 2/VENT b/8`SPIRAL BALANCE » WINDOW WIDTH WIND(W!WIDTH _ 17 ®8 x 3/8' - SASH GUIDE SCREWS - FH V 18 20-09 2 SASH STOP ALUMINUM - Q 19 - a SASH WOE - - 20 1 5/16`BOX SCREEN - OPTIMAL. Icl U LL $ IUo O SEE ELEV Z M FOR SPACNG O 1/4'MAX. ^ $ valr I1roTH st1lMs ,/4'SHAI TYPICAL ANCHORS (� Q$ MAX. SEE ELEV.FOR SPACING 1: Z MAX K SNDA - -- ��Lu ,6 10 7 TYPICAL ANCHORS 0 L-,- F8�ELEV.SPACING ==_=n==_==__________ ________________ _ _ ...Y ? WOODS STRUCTURE WOOD_____ ____ __ -===_=c= .� WOOD STRUCTII ' v g E 18Y 3 e EXTERIOR JI wow sum o m $ D.L.OPO. g $S d �i Coowi.. WIDOW WIDTH T Eagrt'JAVAO AHMAD PRODUCTREVISED cm-k M C mPl7ing with the Modda FLA.PE CAN./.71592 AmT72�.z... �8Bmot%{� drawing no. W04-20 6heet 4 of 5 2.769 I 12 Q ff 1.575 760 2.695 I T L / FRAME HEAD �p 1.250 1.250 M62 1978 p W FRAME JAMB 7< 2A65 1 �7 1.440 .760 ,p82 9,2 k et M 1.438 MEETING RAIL a. p� a p--t975 VENT LATCH " .419 .OSO 1.180 A82 �w.{ Q 1.785 '884 a K S q M M GLAZ94G BEAD g y VENT TOP RAIL 1.250{ O !I 12 rn 1.813 w .082 1250 962 i. ,.678 .414 ' 1'250 VENT SIDE RAIL 3 R VENT BOTTOM PAIL TAI 12 hI -2" III o & FRAME CORNERS DEL �Et�_CQJ2NER DETAL_ v o w .082 a 2280 fm, kaw PRODUCERBVtSED q 2.750 FlA �� Wit onpf"No,¢q i earl AmepUm mdmIgor/ s k Dy 2.863 1:: bifem( Pmdut I. dro,wng no. WO4-20 FRAME SILL sheet 5 of 5 RAMMS ENGINEERING, INC. Kd = .85 2100 W 76 Street, Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2010 Robert S. Monsour, P.E. FI # 11955 / 0006024 ASCE 7-10 WIND CODE DESIGN WIND LOADS IN PSF. MIAMI DADE 175 MPH WIND ZONE Interior& Exterior Zones (4&5 -Walls) Positive Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Effective Wind Area or, Tributary.Area in Square Feet Height 10 20 30 40 50 60 Maximum 1.00 0.95 0.92 0.89 0.88 0.86 15 40.4 38.5 37.5 36.7 36.1 35.7 20 42.7 40.8 39.7 38.9 38.3 37.8 25 44.6 42.6 41.5 40.6 40.0 39.4 30 46.5 44.4 43.2 42.3 41.7 41.1 40 49.4 47.2 45.9 44.9 44.2 43.6 50 51.8 49.4 48.1 47.1 46.4 45.7 60 53.7 1 51.2 49.8 48.8 48.1 47.4 Interior Zone (4 -Walls) Negative Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Effective Wind Area (or, Tri utary Area in Square Feet Height 10 20 30 40 50 60 (Maximum) -1.10 -1.05 -1.02 -0.99 -0.98 -0.96 15 -43.8 -42.0 -40.9 -40.2 -39.6 -39.1 20 -46.4 -44.4 -43.3 -42.5 -41.9 -41.4 25 -48.4 -46.4 -45.2 -44.4 -43.8 -43.2 30 -50.5 -48.4 -47.2 -46.3 -45.6 -45.1 40 1 -53.6 -51.4 -50.1 -49.1 -48.4 -47.8 50 -56.2 -53.8 -52.5 -51.5 -50.7 -50.1 60 -58.2 -55.8 1 -54.4 1 -53.4 -52.6 -52.0 Exterior Zones (5 -Walls) Negative Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Effective Wind Area or, Tri utary Area in Square Feet Height 10 20 30 40 50 60 Maximum -1.40 -1.29 -1.23 -1.19 -1.15 -1.13 15 -54.1 -50.4 -48.3 -46.8 -45.6 -44.7 20 -57.2 -53.4 -51.1 -49.5 -48.3 -47.3 25 -59.8 -55.8 -53.4 -51.7 -50.4 -49.4 30 -62.3 -58.1 -55.7 =53.9 -52.6 -51.5 40 -66.1 -61.7 -59.1 -57.2 -55.8 -54.6 50 -69.3 -64.7 -61.9 -60.0 -58.5 -57.3., 60 -71.9 1 -67.0 1 -64.2 1 -62.2 1 -60.6 -59.4 Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever is but not less than 4% of least horizontal dimension or 3 ft. (h.= mean roof heigh i NOTE:AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT R OFS. C/A-1 578 NE 93 STREET MIAMI SHORES, FL 33138 STRUCT TUBES TO REMAIN (TYP) 7 X G 1 0 EG ESS 1I DINING ROOM CL it I 5 BEDROOM # 1 v y N CL ! N GARAGE CL D UYING ROOM I KITCHEN O O M O CL BATH #1 4 IVSD OCT Q 3 2014 ENTRY 73'-10' 3'-2• O - a 3 $ FLOOR PLAN 1 A/A-1 F'� Fl5 WINDOWS AND DOORS SCHEDULE �` .. EGRESS BATH " O BEDROOM # 3 �� 3 MARK DESCRIPTION W H MATERIAL REMARKS NOA CL 1 HR 74' 38' 3/8 ALUMINUM/GLASS IMPACT G�ASS 13-040201 2 HR 6r 50' 3/8 ALUMINUM/GLASS IMPACT GLASS 13-0402.01 ;r 3 M9R 74' 50' 3/8 ALUMINUM/GLASS IMPACT GLASS 13-040209 4 9I 19' 50' 3/8 ALUMINUM IMPACT GLASS 14-0212919 Miami Shores Village Q HR 3r 50' 3/8 ALUM M qM IMPACT pm 13-040201 APPROVED BY DATE EGRESS CL CL 6 HR 3r 50' 3/8 ALIAMI+IUM/WIN IMPACT GWUSS 13-040201 O Z SH 19' 38' 3/8 ALUMINUMAM.ASS IMPACT GWLAW 14-021209 ZONING DEPT 8 HR W S0' 3/8 ALUMINUM � IMPACT QM 13-040201 BLDG DEPT 1 is BEDROOM # 2 9 SH 19' 3/8 AL UM QM IMPACT Gass 14-021209 BATH #2 1 FD/Sp. Ske 39' 1 2 81' 1/2 &UMINUM 9" IMPACT G�..AW 13-0219.07 SUBJECT TO COMPLIANCE WITH ALL FEDERAL JE:t 11 FDO Sp. Size 30' 81' 1/2 ALUMM/QM 41PACT a-AM 13-0219.07 STATE AND COUNTY RULES AND REGULATIONS sp. stm 75' 1/2 s0' ALUMINUM/ IMPACT 9M 13-0219.07 4'-7 s-1• 4'-r HR 36" 50" ALUMINUM/95 ASS IMPACT WM 13-0402.01 © © ® PW 18" 3/4 50' ALUMN/GLASS IMPACT GLASS 12-0315.11 FLOOR PLAN 2 ® MULLION 1' x 4' NOA No 12-0314.02 I PSF -44.11 PSF © © -44.1 PSF+40.6 PSF +40.6 PSF ® -44.18 PSF �� N IE:l -45.1 PSF O +41.8 PSF O -45.1 PSFO -45.1 PSF ELEVATION " A " SC 3/18'-1' a n I d N -45.1 PSF O -45.1 PSF O +41.8 PSF -55.7 PSF ELEVATION " B " SC:3/180-1' 578 NE 93 STREET MIAMI SHORES, FL 33138 Q ® +40.6 PSF O +40.6 PSF N -44.1 PSF -441 PSF +41.6 PSF O +41.8 PSF -45.1 Pte' `�� 14 7 x© 14 -45.1 PSF �' 7-1 41.6 PSF +41.6 PSF +41.6 PSF O +41.8 PSF 55.7 PSF -55.7 PSF -55.7 PSF -45.1 PSF ELEVATION " C " s . s ® O O N L © 14 +41.6 PSF -55.7 PSF ELEVATION " D " so- 1 578 NE 93 STREET MIAMI SHORES, FL 33138