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WS-13-2253. . 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Mialmi Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 200496 Scheduled Inspection Date: May 14, 2014 Inspector: Rodriguez, Jorge Owner: FABRICIO M DE FREITAS, MARCIA H QI\DP_` c Job Address: 80 NW 92 Street Miami Shores, FL 33150- Project: <NONE> Contractor: ABEC ENTERPRISES USA INC Building Department Comments REPLACING 5 WINDOWS WITH IMPACT Permit Number: WS -10 -13 -2263 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1131010160090 Phone: (954)849 -0959 Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Z,� Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. May 13, 2014 For Inspections please call: (305)762 -4949 Page 2 of 36 e . ARCi �t / r TRE AA26001907 March 18, 2014 Miami -Dade Building Department 11805 SW 26 Street Miami, Florida 33175 -2474 RE: Borges / DeFreltas Residence 80 NW 92nd Street Miami Shores, FL. Permit No: WS 10-13 -2253 CERTIFICATION LETTER This letter is to certify that the 2x4 window buck is fastened to concrete jamb & header with 3/16" tapcon @ 6" from the edge @ 12" o.c. The installation of the window to the buck is done according to the manufacturer's specification (shop drawings). If we can be of further assistance, please do not hesitate to contact our office. 1 He dri S. Dente o, AIA NCARB' De ELLO ARCHITECTURE HDM 911 Southwest 18d` Street - Boca Raton, FL. 33486 Tel. 954/671.0203 Fax. 954/418.0022 y� ' 4* Y Miami Shores Village �. • Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795 1204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING OCT 04 FBC 20 Permit No. Muster Permit No. 1) 5 1 ROOFING JOB ADDRESS: 90 N W G 2_ ST City: Miami Shores County: Miami Dade Zip: 3,313'a Foliio/Parcel# , _00% Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): F015atct® th De 1={Q;C—tTAS Phone#: Address: 90 NW 92,5T City: M I cc mi S k®r es State: F- L Zip: Tenant/Ussee Name: Phone #: Email: CONTRACTOR: Company Name: A 6420 E N7C -a p ( i SG S U 5 A I NG Phone #: g5Ll g�a 001.- o Address: L41442- T1 CC A P-Iverl C t 2 Catty: t3Z)C4 OATON State: Zip: 33y 4 Qualifier Name: _CFl rr\ 1 L,4 A C'9-{4L C-S Phone#: qSq S i q O9 Scf State Certification or Registration #: CGC, 1 ,5 1,,314 2-5 - -- -----Abr-ertifcate of Competency #: ifAC- is 13(426 Contact Phone #: Email Address: C Sou Z.OA 0 o, b pr; e-11-t'e Ir par f Se-5 . C&n DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permlt: $ ( Square/Linear Footage of Work: . Type of Work: ©Addition OAlteration ©New DRepair/Replace ❑Demolition Description of Work: Color thru tile: 5 Submittal Fee $ ��I -LA—/ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Boni $ Notary $ Tra[ning/Educmtion Fee $ Technology Fee $ Double Fee $ Structural Review $ 9 ,. TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State 7. , Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER; YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction Gen law brochure will be delivered to the person whose properly is subject to attachment: Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs setien f7) days after the building permit is issued. In the absence of such posted notice, the inspection wilf of be approved and a reinspection fee will be charged. Signal - Lw Signature Owner or Agent r Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this-a day of �. 20 5 by /y) V-C A day o 20 LZ� by t i� a who is personally known to me or who has produced who is personally known to me or who has produeedS�- MR &- identification and who did take an oath as identification and who did take an oath. NOTARY PUBLIC: My Commission Expires: APPROVED B A CAMILA A CHAVES MY COMMISSION # EE012889 Examiner Structural Review (Revised YI.712012)(Revised 07 /10/07)(Revised 06/10/2009)(Reviwd 3/IN09) NOT Sign: Print: My Commission Expires: ,•``'Y�'''a ARLENE LOPEZ o'�°� e� W1 Me" ?ter oQ? My Comm. Expires Aug S, 2016 'o�eoFFi �, CammIssIan # EE 222166 ng Clerk .f r Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A $30.00 FEE PER YEAR. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. /COPY OF QUALIFIER'S STATE LIC CARD B. COPY OF LOCAL BUSINESS TAX RECEIPT C. "` COPY OF LIABIUTY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. &- COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXCEMPTIONI IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF CONIPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE (CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE (EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 COMPLETE CONTRACTOR'S INFORMATION BUSINESS NAME: Il gC G EN -pc- 5�-, P pZt sE,,- V S 4 16VG BUSINESS ADDRESS: 9442- ACr- A Qi Vc Q C Q- CITY BOCA aA z ®nJ STATE F L- 23P CODE 3 3 4 3 a BUSINESS PHONE: °t( 54) 'i5 y qo -9 z o FAX NUMBER { 1�) �k-� 5 CELL PHONE ( j QUALIFIER'S NAME: CA( i �44 4 C4AA-VESS QUALIFIER'S LIC NUMBER: C G G�9 d s i 3 H. r> E -MAIL ADDRESS OF APPLICABLE): 4U2 L' SOU2�c a�J2G e�'r -�Q ['i55 COn Created an U19M BY MLDV/ RV 3)26109 MLDV aft, * * 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: 5/21 /2013 EXPIRATION DATE: 5/21/2015 PERSON: CHAVES CAMILA FEIN: 454118096 BUSINESS NAME AND ADDRESS: ABEC ENTERPRISES USA INC 9442 BOCA RIVER CIR BOCA RATON FL 33434 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL CONTRACTOR Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt ... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the Issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to most the requirements of this section. DFS- F2 -DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07 -12 QUESTIONS? (850)413 -1609 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (880) 487 -1395 � 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 CHAVES, CAMILAA ABEC ENTERPRISES USA INC 9442 BOCA RIVER CIRCLE BOCA RATON FL 33434 CongraWlationst With this licensee'ysu become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and of range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business In ordor to serve you better. For information about our services, please log onto www.myfloridalicense.corn. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and loam more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license] STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFE N �GUtATION � CGC1513425y, _0510912013 CERTIFIED 177 Y• ABEC E. ra. ` I$ CBRTIFIFD under the provisions of Ch.488 FS. „ pkatbrSd.te i AUG3ij2014'.. -• iaWWRODOOM ..,....,................... ••a °�:..•s:r�•<: %:..:,;r;�: ..... -. '$". __:era. The Department of State is leading the Commemoration of Florida's 500th anniversary in 2013. For more Information, please go to www.VtvaFlodda.org. `. M R01 H500 DETACH HERE STATE OF FLORIDA ':. DEPARTMENT OF BUSINESS AND (PROFESSIONAL REGULATION R' CONSTRUCTI@N. INDUSTRY LICENSING BOARD 1-513425 The The GENERAL CONTRACTOR �. N"d below IS CERTIFIED ❑� %d the provisions of Chapter 489 FS. Explratic�rt elate: AUG 31, 2014 C , CAM It:AA . ''».. . ', i3t9CA 33434 VIVA R0$10A 500. f,..�...'.. ;.« ,,,N' ^. .'.* „{."tit•• .`�' t *fit tAu.1` .3. RICK SCOTT ISStiEn: 05%09/2013 SEQ # L13050W000859 KEN iAWSON GOVERNOR DISPLAY AS REQUIRED BY LAW SECRETARY ABEC ENTERPRISES USA INC LBTR Number: 201361271 ABEC ENTERPRISES USA INC EXPIRES: SEPTEMBER 30, 2014 9012 BOCA RIVER CIR BOCA RATON, FL 33434 This receipt grants the privilege of engaging In or managing any business profession or occupation wfflgn ft jurisdiction and MUST be conspicuously displayed at the place of business and In such a manner as to be open to the view of the public. Etc" cc —i C3 M (0 YI V2 ARM W 17 1.- 0 h4 ujgr > & E, Ate S Uj UDC :51 i M , >.U42 W co to L- COL 7§ E ro 1-4 CL ♦ �ff CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDO/YYYY) 10/02113. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER($), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: H the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WANED, subject to the 'terms 'and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Express Service Insurance Agency 900 E. Atlantic Blvd. #10 Pompano Beach, FL 33060 Phone (9 943 -7900 Fax (954) 943 -1810 CONTACT NAME PHONE (954) 943 -7900 AIC No): (�) 943 -1810 E-MAIL paulo@express4u.net INSURERS AFFORDING COVERAGE NAIC 9 INSURERA: Lloyd's OF London INSURED ABEC ENTERPRISES USA, INC 9442 BOCA RIVER CIRCLE Pompano Bch, FL 33060 (964) 849 -OM INSURER B: 09/25/2013 INSURER C: EACH OCCURRENCE INSURER D: PREEM SES(IR occurrence INSURER E: MED ExP (Any one person) INSURER F: PERSONAL &ADVINJURY COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. MTSRR TYPE OF INSURANCE ADDL UBR POLICY NUMBER POLICY EFF MM/DDIYYYY POLICY EXP MM/DA%Y LIMITS A GENERAL LIABILITY 0 COMMERCIAL GENERAL LIABILITY ❑ ❑ CLAIMS-MADE © OCCUR ❑ AU09252013A 326552 09/25/2013 09/25/2014 EACH OCCURRENCE $ 1,000,000.00 PREEM SES(IR occurrence $ 100,000.00 MED ExP (Any one person) $ 5,000,00 PERSONAL &ADVINJURY $ 1,000,000.00 ❑ GENERAL AGGREGATE $ 2,000,000.00 GEN'L AGGREGATE LIMIT APPLIES PER: ❑ POLICY ❑ PRO- JECT ❑ LOC PRODUCTS - COMP /OP AGG $ 2;000,000.00 $ AUTOMOBILE LIABILITY ❑ ANY AUTO ❑ AUTOS LL ONED ❑ ASIJI03U� NON -OWNED F-1 HIRED AUTOS El AUTOS ❑ ❑ CO nt MBINED SINGLE LIMIT accide BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ P OPER,7yDAMAGE eraccrde $ $ ❑ UMBRELLA UAB ❑ OCCUR ❑ EXCESS LIAR ❑ CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ ❑ DED ❑ RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory in NH) M describe under DESCRIPTION OF OPERATIONS below NIA ❑ WC STATU- ❑ OTH- f I EL EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYE $ EL DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule, H more space Is required) CERTIFICATE HOLDER CANCELLATION ®1888 -2010 ACORD CORPORATION. All rights reserved. ACORD 26 (2010106) QF The ACORD name and logo are registered marks of ACORD SHOULD ANYOF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village 10050 Ne 2nd. Ave THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores 33138 AUTHORIZED REPRESENTATIVE ®1888 -2010 ACORD CORPORATION. All rights reserved. ACORD 26 (2010106) QF The ACORD name and logo are registered marks of ACORD Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 October 07, 2013 Permit No: WS13 -2253 Buildinq Critiaue Review 1. PROVIDE PROPERTY OWNERS NAME ON SKETCH. 2. ID ROOM SERVICE BY WINDOW IF BEDROOM SHOW MEANS OF EGRESS. Ismael Naranjo Building Official Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 October 07, 2013 Permit No: WS13 -2253 Building Critiaue Review 1. PROVIDE PROPERTY OWNERS NAME ON SKETCH. 2. ID ROOM SERVICE BY WINDOW IF BEDROOM SHOW MEANS OF EGRESS. Ismael Naranjo Building Official Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. S dp OCT 0 4 2013 p � i, Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT 1 r SUBJECT 1°0 CCfkIPLIA.NCE WTM ALL FEDERAL STATE ANu C C 1�N {RUBS APID REGULATIONS �q X q FL ISgZo Di Ivir�v c � }l R. I5A Z O �4 (qq f2 L Z� s b�r t 6) 34 k 39 3h "A-# Q- QP-13. cS- s ttQ�,,, 5 L-= y a uj : 56 LUTA C. ®3 F: \01 Proled Ffles\_2010- MPSVWO Wind 2010 FLORIDA BUILDING CODE & ASCE 7 -10 "ASD" DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES Mean DESIGN PRESSURES (PSF) - ZONE 4 Roof Trib Area Ft ute Height 0 15 20 25 30 0` YIII�Y TSB -51.1 .9 -58.8 -57.5 -56.4 -55.4 -54.6 -53.9 -53.2 0 -15 +47.1 5.9 +45.0 +44.3 +43.8 S +42.9 +42.5 +42.2 DESIGN LOADS FOR COMPONENTS & CLADDING -64.0 _50.6 - 49.7 - 49.0 -48A -56.2 -55.3 -54.6 -54.0 16 ft +47.8 +46.5 +45.6 +44.9 +44.4 DEERFIELD BEACH, FL 33442 5'A3 p z • In O -P 52.5 -512 -50.3 49.6 49.0 +43.9 +43.5 +43.1 4 17 ft -64.8 -62.2 -60.4 -59.0 -57.9 -56.9 -56.1 -55.3 -54.7 17 ft +48.4 +47.1 +46.2 +45.5 +44.9 +44.4 -53.1 -51.8 -50.9 -50.2 -49.6 +44.4 +44.0 +43.6 +43.3 18ft - 65.6 -63.0 -61-1 -59.7 -58.6 -57.6 -56.7 -56.0 -55.3 .i49.0 +47.7 +46.8 +46.0 +45.5 +45.0 +44.6 +44.2 +43.8 -53.7 -52.4 -51.5 -50.8 - 50.2 -49 -57.4 -56.6 -55.9 19 ft +49.5 +48.2 +47.3 +46.6 +46.0 +45.5 +45.1 +44.7 +44.3 -54'3 -53.0 -52.0 -51.3 -50.7 -50.2 -49.8 - 49.4 -49.1 20 ft +50.1 +48.7 +47.8 +47.1 +46.5 +46.0 +45.6 +45.2 +44.8 -54'9 -535 -52.6 -51.9 -51.3 -50.7 -50.3 - 49.9 -49.6 21 ft +50.6 +49.2 +48.3 + +45.3 50.6 +49.2 +48.3 +47.6 +47.0 +46.5 +46.0 +45.6 +45.3 22 ft -55.4 -54.1 -53.1 -52.4 -51.8 -51.2 -50.8 -50.4 -50.1 22 ft +51.1 +49.7 +48.8 +48.0 +47.4 +46.9 +46.5 +46.1 +45.7 23 ft -55.9 -54.6 -53.6 -52.9 -52.2 -51.7 -51.3 -50.9 -505 23 ft +51.6 +50.2 +49.2 +48.5 +47.9 +47A +46.9 +46.5 +46.2 -56.4 -55.1 -54.1 -53.3 -52.7 -52,2 -517 -51.3 -51.0 24 ft +48.9 +48. 7.3 +46.9 +46.6 25 ft 52.0 +50.6 +49.7 +48.9 +48.3 +47.8 +47.3 +46.9 +46.6 01 -56.9 -55.5 -54.6 -53.8 -53.2 -52.6 -52.2 -51.8 -51.4 25 ft 64 -59.8 26 ft +52.5 +51.1 +50.1 +49.3 +48.7 +48.2 +47.7 +47.3 +47.0 +50.5 -57A -56.0 -55.0 -54.2 -53.6 -53.1 -52.6 -52.2 -51.9 26ft - 65.1 - 63.8 -62.7 -61.8 -61.0 -60.2 27 ft +52.9 +515 +50.5 +49.8 +49.1 +48.6 +48.1 +47.7 +47.4 +50.9 -57.8 -56A -55.4 -54.7 -54.0 -53.5 -53.0 -52.6 -52.3 27 ft -65.6 - 64.3 - 63.2 -62.3 -61.4 760.7 8 ft +53.7 +52.3 +51.3 +53.3 +51.9 +50.9 +50.2 +49.5 +49.0 +48.5 +48.1 +47.7 - 67.6 -58.3 -56.9 -55.9 -55.1 -54.5 -53.9 53 4 ,.. +52.7 28 ft +53.7 +52.3 +51.3 +50.5 +49.9 +48.5 h ' .5 -70.1 -65.1 -58.7 -57.3 -56.3 -55.5 -54.9 - 30 ft +54.5 +53.1 +52.1 29 ft +50.6 +50,1 +49.6 +49.2 +48.8 -74.0 -71.1 - 69.0 - 67.4 -66.1 +54.1 +52.7 +51.7 +50.9 +50.3 -59.1 -57.7 -56.7 -55.9 -55.2 +53.8 +52.8 1 +52.0 +51.3 +50.8 30 ft +54.5 1 +53.1 +52.1 51.3 +50.6 + 1l. -67A J 2 -65.3 -64A 60'0 585 -57.5 -56.7 -56.0 -5 . +52.3 +51.7 +51.2 32 ft 1 +50.4 -77.6 -74.5 -72.3 -70.7 -69.3 -68.1 -67.1 -66.2 +55.3 +53.8 +52.8 +52.0 +51.3 +50.8 +50. 1 +53.2 9.5 +52.3 61.1 -59.6 -58.6 -57.7 -57.1 -72A - 71.0 -69.8 - 68.8 35 ft -67.1 45 ft t +56.3 +54.8 +53.8 +53.0 1 +52.3 +55.8 +55.1 +54.5 4 +53.6 - 62.8 -61-3 -60.2 -59A -58.7 -58 - -71.4 -70.4 40 ft +57.9 +56.4 +55.3 54.5 +53.8 +53.2 +52.7 +52.3 +51.9 +54.8 -64.4 -62.8 - 61.7 -60.9 -60.2 -591 -59.1 -58.6 -58.2 45 ft -70.0 55 ft +619 +60.3 +59.2 +58.3 +57.5..+56.9 +56.4 +55.911+ 59.4 1 +57.8 1 +56.7 +55.8 +55.1 +54.5 +54.0 +53.6 +53.2 -72.1 -65.9 - 64.3 -63.1 - 62.2 - 61.5 - 60.9 -60A -59.9 -59.5 soft +60.7 +59.1 +58.0 +57.1 +56.4 +55.8 +55.2 +54.8 +54.4 +56.9 -67.2 -65.6 -64A - 63.5 -62.8 -62.1 - 61.6 -61.1 -60.7 55 ft +61.9 +60.3 +59.2 +58.3 1 +57.5 1 +56.9 56.4 +55.9 +55.5 -68A -66.8 -65.6 -64.7 - 63.9 - 63.3 -52.7 -62.3 -61.8 60 ft 1 1 1 +63.1 +61.4 +60.2 59.3 +58.6 +58.0 +57.4 +56.9 +56.5 EXTERIOR ZONE 5 PRESSURES Mean DESIGN PRESSURES (PSF) - ZONE 5 Roof Tribute Area Ft )eight 15 20 25 30 35 40 45 50 YIII�Y TSB 63.1 60.6 -58.8 -57.5 -56.4 -55.4 -54.6 -53.9 -53.2 0-15 +47. +45.9 +45.0 +44.3 +43.8 +43.3 +42.9 +42.5 +42.2 DESIGN LOADS FOR COMPONENTS & CLADDING -64.0 -61-4 -59.7 -58.3 -57.1 -56.2 -55.3 -54.6 -54.0 16 ft N r MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 '\ p z • In O -P +47.8 +46.5 +45.6 +44.9 +44.4 +43.9 +43.5 +43.1 +42.8 ADDMONS, WGHUGHTNG, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND isvei maw ni io rrnrtnrernu -64.8 -62.2 -60.4 -59.0 -57.9 -56.9 -56.1 -55.3 -54.7 17 ft 1 +48.4 +47.1 +46.2 +45.5 +44.9 +44.4 +44.0 +43.6 +43.3 - 65.6 -63.0 -61-1 -59.7 -58.6 -57.6 -56.7 -56.0 -55.3 +49.0 +47.7 +46.8 +46.0 1 +45.5 +45.0 +44.6 +44.2 +43.8 -66.3 -63.7 -61.8 -60.4 -59.2 -58.2 -57.4 -56.6 -55.9 19 ft +49.5 +48.2 +47.3 +46.6 +46.0 +45.5 +45.1 +44.7 +44.3 "67'0 - 64.4 - 62.5 -61.1 -59.9 -58.9 -58.0 -57.2 -56.6 20 ft +50.1 +48.7 +47.8 +47.1 +46.5 +46.0 +45.6 +45.2 +44.8 -67.7 -65.1 -63.2 - 61.7 -60.5 -57.8 -57.1 21 ft +50.6 +49.2 +48.3 + +45.3 -68.4 -65.7 -63.8 �; .4 -57.7 22 ft +51.1 +49.7 +48.8 -.... -��' .1 +45.7 69.0 -66.3 -64.4 - 23 ft +51.6 +50.2 +49.2 +46.2 -58.8 -69.7 -66.9 920 -6 24 ft +52.0 +50.6 +49.7 +48.9 +48. 7.3 +46.9 +46.6 25 ft 52.5 +51.1 01 3 7 7 0 70.8 68.0 66.1 64 -59.8 26 ft +52.9 +51.5 +50.5 +49.8 +49.1 +48.6 +48.1 +47.7 +47.4 -71A - 68.6 - 66.6 - 65.1 - 63.8 -62.7 -61.8 -61.0 -60.2 27 ft +53.3 +51.9 +50.9 +50.2 +49.5 +49.0 +48.5 +48.1 +47.7 -72.0 -69.1 -67.1 -65.6 - 64.3 - 63.2 -62.3 -61.4 760.7 8 ft +53.7 +52.3 +51.3 +50.5 +49.9 +49.4 +48.9 +48.5 +48.1 -72.5 -69.6 - 67.6 -66.0 -64.8 -63.7 - 62.7 -61.9 -61.2 29 ft +54.1 +52.7 +51.7 +50,9 +50.3 +49.7 1 +49.3 +48.8 +48.5 -73.0 -70.1 -65.1 -665 -65.2 - 64.1 -63.2 - 62.3 -61-6 30 ft +54.5 +53.1 +52.1 +51.3 +50.6 +50,1 +49.6 +49.2 +48.8 -74.0 -71.1 - 69.0 - 67.4 -66.1 - 65.0 -64.0 -63.2 -62A 32 ft +55.3 +53.8 +52.8 1 +52.0 +51.3 +50.8 +50.3 +49.9 +49.5 -75A -72A -70.3 - 68.7 -67A -66.2 -65.3 -64A -63.6 +56.3 +54.8 +53.8 +53.0 +52.3 +51.7 +51.2 1 +50.6 1 +50.4 -77.6 -74.5 -72.3 -70.7 -69.3 -68.1 -67.1 -66.2 -65.4 ft +57.9 +56.4 +55.3 +54.5 +53.8 1 +53.2 +52.7 +52.3 51.9 -79-5 -76.4 -74.2 -72A - 71.0 -69.8 - 68.8 - 67.9 -67.1 45 ft +59.4 +57.8 +56.7 +55.8 +55.1 +54.5 +54.0 +53.6 +53.2 -81.3 -78.1 -75.8 -74.1 -72.6 -71.4 -70.4 -69A -68.6 soft +60.7 1 +59.1 +58.0 1 +57.1 +56.4 +55.8 +55.2 +54.8 +54.4 -82.9 -79.7 -77A -75.6 -74.1 -72.9 -71.8 -70.8 -70.0 55 ft +619 +60.3 +59.2 +58.3 +57.5..+56.9 +56.4 +55.911+ . -845 -81.1 -78.8 -77.0 -75.5 -74.2 -73.1 -72.1 -71.3 60 ft 1 +63.1 +61.4 +60.2 +59.3 +58.6 1 +58.0 +57.4 +56.9 1 56.5 WIND VELOCITY = 175 MPH MRH 5 60' EXPOSURE 'C' BASED ON Kd =1.0 ENCLOSED STRUCTURE, FLAT TERRAIN 1. TABLES ARE INTENDED TO THE yUORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE WN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL. CO UIR$I?OR , - THESE TABLES. 2. TABLES VALID 0 L "'; ROOF HEIGHT AS LIMITED ABOVE. 3. TABLES VALID F APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 10° S NEER AS A SITE SPECIFIC CONDITION. 4. IDENTIFY THE B Ix,_ OF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDE t7 ; S. ALWAYS ROUND G LE VALUE OR CONSERVATIVE ASSUMPTION. 6. CALCULATE THE TRI E OP NING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) M Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE - THIRD S GMu, PCGEOST THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - RAL MULLS. IFTHE TRIBUTARY AREA OF AN OP CRITICAL (SO SQUARE FEET) SHALL BE USED. ALWAYS RO - E LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS B SH PUBLISH ED VALUE. 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 8. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7 -10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCPI = +/ -0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ - HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 3. THESE CHARTS ARE NOT VALID AS A SITE- SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L BENNARDO, P.E. 4. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CDR ING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTE N 04 D VERIFIED BY THE GOVERNING BUILDING DEPARTM ER O}.I7fF, , - RANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFER ' 5. THIS SPECIFICA I T R ANY PRODUCT APPROVED CERTIFICATION. RE MITTED TEST CRITERIA AND OTHER APPROVALS FOR D - TION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS B�Tk L. CCOODANCE WITH GOVERNING CODES. 6. ADHERE TO ALL M ORDINANCES. 7. NO CERTIFICATIO N - OF THE HOST STRUCTURE. 8. EXCEPT AS EXPRESSLY P IN. NO ADDITIONAL CERTIFICATIONS OR a- 10% OF 0b'bA61IRH, PEAK ROOF WHICHEVER IS SMALLS j OF LEAST HORIZONTAL HEIGHT DIMENSION OR 3FT (1 ONE ! QUESTION. CONSULT M AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF 4a.L EAVE HEIGHT I I HEIGHT 5 1 ® 15 a® 4 a ELEVATION ©® WALL ZONE FIGURES �„% ISO C C) o INIT ISSUE -- GSS YIII�Y TSB ..,,. � 03/05/12 2010 FLORIDA BUILDING CODE jWE&GpRlNEESW6lNG 5 ` 9 G „ ASCE 7 -10, CHAPTER 30 r �. REV- ADJUSTED HEIGHTS GSS TSB 04/08/12 n z N DESIGN LOADS FOR COMPONENTS & CLADDING 160 SW 12th AVENUE, *106 �- �z _ - - - N r MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 '\ p z • In O -P �° THIS DOCUMEW ISTHE PROPERTY OF FRAW<L BENNARDO, PEAND SHALL EN REPRODUCED WM40UTWRTtTENOONSENTOFFRANKLBENNARDO ,PE "ALTERATIONS, ASCE 7 _ O PH: (954) 354 -0660 FAX: (954) 354 -0443 WWW.ENGEXP.COM - C 1.4 -o In ADDMONS, WGHUGHTNG, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND isvei maw ni io rrnrtnrernu i CERT of AUTH fWaa6 j jn r MIAMI •DADE 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 (NOA) www.miamidade.mbera/ T.M. Windows, L.L.C. 601 N.W. 12'b Ave. Pompano Beach, FL 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AID). This NOA shall not be valid after the expiration date stated below. The MiamiDade 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" 0 "_.Ontsw n� g Aluminum Door va Lwo sidelites APPROVAL DOCUMENT: Drawing No. W02-77 Rev C., titled "230 Alum Outswing Door w /sidelites. sheets 1 through 7 of 7, prepared by Al -Farooq Corporation, dated 08 -28 -02 and last revised on APR 18, 2012, 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 Limitations: 1. Exterior (positive) design loads to be limited per threshold height per sheet 2 of the Dwgs. 2. Max door panel not to exceed 34 -1/2" and the max sidelite width not to exceed 37 -5/8 ". See lock options detail in sheet 7 of the Dwgs. 3. Min 3" OC spacing cluster anchors applies both at head & sill at meeting stiles & sidelite mullion end. 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 will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this. NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT.- The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA. # 06- 0327.02 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MOA' Xo 12-0308.35 M 1•C�IDE COUNTY Expiration Date: December 26, 2017 Approval Date: June 21, 2012 6 Page 1 T.M. Windows, L.L.C. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under file # # 06- 0327.02) 2. Drawing No. W02 -77 Rev C., titled "230 Alum Outswing Door•wAidelites", sheets 1 through Tof 7, prepared by Al- Farooq Corporation, dated 08 -28 -02 and last revised on APR 18, 2012, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under file # # 06- 0327.02) 1. Test report on 1) Air Infiltration Test, per FBC,. TAS 20294 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test per FBC, TAS 202 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2. l `and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum outswing door, prepared by Fenestration Testing Laboratory, Inc., Test Report No.' FTL -5458, dated 02/15/08, signed and sealed by Carlos S. Rionda, P.E. along with marked -up drawings and installation diagram of aluminum outswing door, prepared by Fenestration Testing Laboratory, Inc., 3355, dated 01/29/02 and FTL -3355, dated 01/29/02, signed and sealed by Luis Figueredo, P.E. and Aldo P. Gonzales, P.E. , respectively, (subrnittcd under file # 02- 1016.09) - 2 Additional referenced test report per TAS 202 -94, Test Report No. FTL -2648, dtd 06/06/00 issued by Fenestration Test Lab, signed & sealed by Aldo P. Gonzales, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2010, prepared by Al Farooq Corporation, dated 02115 /12, signed and sealed by Javad Ahmad, P.E. 2. Structural performance, comparative analysis and anchor verification calculations dated Apr 24, 2008, prepared by Al- Farooq Corporation, signed and sealed by late Dr. Humayoun Farooq, P.E. (Submitted under file # # 06- 0327.02) 3. Glazing complies w/ ASTME - 1300 -02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 for "Saflex clear & color interlayer" issued to Solutia Inc., expiring on 05121116. F. STATEMENTS 1. Statement letter of conformance to FBC 2010 and letter of no financial interest, prepared by Al Farooq Corporation, dated 01/24/12, signed and sealed by Javad Ahmad, P.E. 2. Statement letter of conformance FBC 2007 and letter of no financial interest, prepared by Al Farooq Corporation, dated 03 -08 -2008, signed and sealed by late Dr. Humayoun Farooq, P.E. (submitted under file # 06- 0327.02) 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises & renews NOA # # 06- 0327.02, expiring on 12/26/17. 2. Test proposal # 07 -3698 dated Nov 08, 2007, issued by BCCO. Ishaq I. Chanda, P.E. Product Control Examiner NOA No 12- 0308.35 Expiration Date: December 26, 2017 Approval Date: June 21, 2012 E -1 ANCHORS AT MTG. STILE ENDS (5) REOD. FOR WOOD INSTALLATIONS (2) REOD. FOR CONC. /METAL DWALLAPONS SURFACE APPLIED FALSE MUNRNS MAY BE USED in1 28 S /8° I 26 5/8° D.L OPG. -•I O.L Opo. 34 1/2° PANEL V4DTH 34 1/2• PANEL WITH ( XX ) THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REWIRED. SERIES -230 ALUMINUM OUT -MNG DOOR 'S71 SMELITE� APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEETS 2 FOR DESIGN LOAD CAPACITIES. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED SEE SHEET 2 FOR LIMITATIONS. F F a ANCHORS AT MTO. STD .E ENDS %(5) REOD. FOR WOW INSTALLATIONS 148 3/8° / (2) REOD. FOR CONC./METAL INSTALLATIONS rrtnmc nw,n 8° 13° MAX. ANCHORS AT MULLION ENDS C (8) REOD. FOR WOOD INSTALLATIONS Jt 5/8° (4) READ. FOR CONC. /METAL INSTALLATIONS AME WIDTH S° 13° MAX. S° MAX. SURFACE APPLIED 3° 11° CORNERS FALL WINTID MAY USED 28 S /8° I 26 5/8° D.L OPG. -•I O.L Opo. 34 1/2° PANEL V4DTH 34 1/2• PANEL WITH ( XX ) THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REWIRED. SERIES -230 ALUMINUM OUT -MNG DOOR 'S71 SMELITE� APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEETS 2 FOR DESIGN LOAD CAPACITIES. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED SEE SHEET 2 FOR LIMITATIONS. F F a ANCHORS AT MTO. STD .E ENDS %(5) REOD. FOR WOW INSTALLATIONS 148 3/8° / (2) REOD. FOR CONC./METAL INSTALLATIONS rrtnmc nw,n 8° 13° MAX. t wM 81e l�aiffi C E � / I; I \ I II 11 II ; LOCK OPTION < m / W 7S p n 1 yg D • draWm9 no. /i sheet 1 of 7 _ \�iyi�I� I / IN— "-' � i ACpNE N IAR 01 ii \ ii to / 28 S /8° I 26 5/8° D.L OPG. -•I O.L Opo. 34 1/2° PANEL V4DTH 34 1/2• PANEL WITH ( XX ) THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REWIRED. SERIES -230 ALUMINUM OUT -MNG DOOR 'S71 SMELITE� APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEETS 2 FOR DESIGN LOAD CAPACITIES. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED SEE SHEET 2 FOR LIMITATIONS. F F a ANCHORS AT MTO. STD .E ENDS %(5) REOD. FOR WOW INSTALLATIONS 148 3/8° / (2) REOD. FOR CONC./METAL INSTALLATIONS rrtnmc nw,n 8° 13° MAX. a 33 3/8° 25 1/2° 2S 1/2° ' 33 3/8° D.L. CPU. ML. OPO. D.L GPM D.L. OPG. � Q 34 1/2° ° 1 1/4" PAPIEL WIDTH 31 1 /2- a PANEL WIDTH 1 1/4° 37 S /8° 71 5/8° 37 5/8° SIDELITE WIDTH DOOR FRAME WIDTH SIOEUTE WOW ( OXXO ) +amucra9vilm THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 28Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG, CODE SECTIO)d 2003.8.4. a k a. Ito g h �a j fill 1 to s �a U c ga rr�_ ay �°Za g 0 t wM 81e l�aiffi C E � ffi I omggg II 5'o < m LAMINATED GLASS 4 1 LARGE MISSILE IMPACT ,. flA��_ d7MS8Z. yg D • draWm9 no. /i sheet 1 of 7 _ � N 01 ii \ ii to / ii IN —ANNE ACZVE I a 33 3/8° 25 1/2° 2S 1/2° ' 33 3/8° D.L. CPU. ML. OPO. D.L GPM D.L. OPG. � Q 34 1/2° ° 1 1/4" PAPIEL WIDTH 31 1 /2- a PANEL WIDTH 1 1/4° 37 S /8° 71 5/8° 37 5/8° SIDELITE WIDTH DOOR FRAME WIDTH SIOEUTE WOW ( OXXO ) +amucra9vilm THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 28Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG, CODE SECTIO)d 2003.8.4. a k a. Ito g h �a j fill 1 to s �a U c ga rr�_ ay �°Za g 0 t wM 81e l�aiffi C E � ffi omggg S 2 5'o < m LAMINATED GLASS 4 1 LARGE MISSILE IMPACT ,. flA��_ d7MS8Z. yg • draWm9 no. sheet 1 of 7 115 3118° MAX. 37 7/18° 76 1/4- MAX. = + 80.0 PSF (MR WEE SHOWN ABM OR SM" — 90.0 PSF FOR INSTALLATIONS WHERE WATER RESISTANCE IS REQUIRED LIMIT EXTERIOR( +) LOADS AS FOLLOWS I -5/8° THRESHOLD +53.3 PSF 2 -5/8- THRESHOLD = +80.0 PSF 3 -1/2° THRESHOLD = +�9BU PSF -l-4f0 PSF p� \ 611k�12 \ R h d 115 3118° MAX. (x) (xo) Cox> 71 s/` B° MAX. 110 172" MAX m \ / (oxo) 115° MAX. (xox) 1419 3/8- MAX. (xx) (xxo) (oxxo) (oxx) APPROVED CONFIGURATIONS 3/16• HEAT SIREN D CRASS MAXIMUM DESIGN LOAD RATIN = + 80.0 PSF (MR WEE SHOWN ABM OR SM" — 90.0 PSF FOR INSTALLATIONS WHERE WATER RESISTANCE IS REQUIRED LIMIT EXTERIOR( +) LOADS AS FOLLOWS I -5/8° THRESHOLD +53.3 PSF 2 -5/8- THRESHOLD = +80.0 PSF 3 -1/2° THRESHOLD = +�9BU PSF -l-4f0 PSF p� \ 611k�12 \ R h (x) (xo) Cox> 71 s/` B° MAX. 110 172" MAX m \ / (oxo) 115° MAX. (xox) 1419 3/8- MAX. (xx) (xxo) (oxxo) (oxx) APPROVED CONFIGURATIONS 3/16• HEAT SIREN D CRASS MAXIMUM DESIGN LOAD RATIN = + 80.0 PSF (MR WEE SHOWN ABM OR SM" — 90.0 PSF FOR INSTALLATIONS WHERE WATER RESISTANCE IS REQUIRED LIMIT EXTERIOR( +) LOADS AS FOLLOWS I -5/8° THRESHOLD +53.3 PSF 2 -5/8- THRESHOLD = +80.0 PSF 3 -1/2° THRESHOLD = +�9BU PSF -l-4f0 PSF p� TREM00 TREMO AZZE WO GE 8957700 611k�12 3�MAX. i, (0) 3/16- HEAT STRENV GLASS .090 NTERUIYER SAFLEX MR BY 'SOWTIA' 3/16• HEAT SIREN D CRASS [� 3/18° NEAT SfREN'0 GLASS 020 INTERLAYER SAFLEX MG BY 'SOLUTIA' SILICONE TREMCO TREMMAZE 800 3/16° HEAT STREWD GLASS GE R037700 A p: F TREM00 TREMO AZZE WO GE 8957700 R h d F LAM. 0.480° OVERALL LAM. CLASS DETAIL: GLAZING DETAIAFY (swELrtEy m� s gym z .o �a moupwowam m *i"waNsl�la►ise a IXifl NOTE: U g < m EGRESS REQUIRQb. ENTS TO BE REVIEWED BY AHJ. 8 T LAW ,t. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) drownnq no. AND FLORIDA BUILDING COMMISSION W02 -77 DECLARATORY STATEMENT DCA05 —DEC -219 pR •.g,i .•' sheet 2 of 7 P. TYPICAL ANCHORS SEE ELEVATIONS -:..,LEDGE FOR SPACING +a ° 'EDOE'D 'I/ a. r I O 18 '1 7 1 \ 8 � 16 8 PLUSH R. PENETRATION OPTIONAL 0i W i a rI n 37 RECD. FOR O DESIGN LOADS 8 i ABOVE +95.3 PSF IN #8 SINS o PENETRATION AT 12' O.C. a L 2 -1 /a` FROM . ° Q " ° v °. Sl ° v I A L LL ENDS I EOCE DISf. d q� o ez TYPICAL' ANCHORS TYPICAL ANCHORS =I FOR SPACING SEE ELEVATIONS FOR SPACING t L FCA. PE 70991 . , • 1 S IL2 L FERNODM S . . .-e ....... K.19 n v ° TYPICAL ANC9WRS e • SEE ELEVATIONS droving n0. IP EDGE DIST. FOR SPACING �y gq W02 -77 sheet t 3 of 7 eucK MIMB -DADE COUNTY APPROVED ° d + • EDGE SMU EDGE STiUCIt1RE MULLION &MULLION ANCHORS NOA Z aW1 1 y� y L � �,7 aN °POYN {C$Y tlaal f6/1 n TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS TYPCAL ANCHORS 3EE ELEVATIONS SEE ELEVATIONS FOR SPACING FOR SPACING SEE ELEVATIONS SEE ELEVATIONS FOR SPACING FOR SPACING e 8 jjj[QQQ ' la A cia 3EE�LEV. MR SPACING WOOD BUCKS (Fu.177 IM Fy =159 KSI) AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY OWING SYSTEM 0 2BY WOOD BUCKS OR STRUCTURES AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1— ° MIN. PENETRATK) 0 WOOD THRU 18Y BUCKS INTO CONC. OR MASONRY 1-1/4- MIN. EMBED INTO CONC. OR MASONRY DIRE hFFf:COftt":7 SONRY —1/4" MIN. EMBED.I�Q�C,�OR MASONRY 1/4" DIA. SELF DRILLING Sf (GRADE S CRS) - NTO MIAMI—DADte COUNTY APPROVED MULLIONS (MIN. THK. = 1/87 INTO METAL STRUCTURES (l/ STEEL : 1/8. THK. MIN. (Fy - 36 KSI MIN. 33 ALUMINUM : 1 /8' THK. MIN. (6063 —T5 MIN. PAINTED) �jr'm (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR z 0 TYPICAL EDGE Z DISTAw!rE' INTO CONCRETE AND MASONRY = 2 -1/2' MIN. INTO WOOD STRUCTURE - I" MIN. INTO METAL STRUCTURE = 3/4° MIN. CONCRETE AT KEW. SILL OR JAMBS t'o - 3000 PSI MIN. C —e0 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. 18 3 ROWS pYODUCrawmIY T ' REQO.N LOADS t°1r11ellddilq 8 r I�; ABOVE +60.0 PSFI?��p ;.. is SMS t AT 12" O.C. 9 C di�4� y oo ^�y ' O ALT. n DOOR DETAILS ��awu yy TYPICAL ANCHORS SEE ELEVATIONS -:..,LEDGE FOR SPACING +a ° 'EDOE'D 'I/ a. r I O 18 '1 7 1 \ 8 � 16 8 PLUSH R. PENETRATION OPTIONAL 0i W i a rI n 37 RECD. FOR O DESIGN LOADS 8 i ABOVE +95.3 PSF IN #8 SINS o PENETRATION AT 12' O.C. a L 2 -1 /a` FROM . ° Q " ° v °. Sl ° v I A L LL ENDS I EOCE DISf. d q� o ez TYPICAL' ANCHORS TYPICAL ANCHORS =I FOR SPACING SEE ELEVATIONS FOR SPACING t L FCA. PE 70991 . , • 1 S IL2 L FERNODM S . . .-e ....... K.19 n v ° TYPICAL ANC9WRS e • SEE ELEVATIONS droving n0. IP EDGE DIST. FOR SPACING �y gq W02 -77 sheet t 3 of 7 M CAL a • . IN— ACTIVE LEAF ASSEMBLY FLUSH S(XT LEAF AT MACTNE FLUSH BOLT AT ACDYE LEAF 31 O NOT RE00. FOR 8 0 DOORS Pd = SO PSF 31 OR LESS .._, IN— ACTIVE LEAF ACTIVE LEAF EXTERIOR ACTIVE LEAF �v 90 o $� n N MAX 01 001— HIM 2BY W= a i OR OCDURE is L3 $Nm R Z p i FV6M,,WJ02 , drawing no. W02 -77 APR `g'1dY1 sheet 4 of 7 F9AME HEIGHT' O ML OPG. O m e, EXTERIOR ° v a, • P Rffio- ;i o — gQ0 2N Qv �T� 1/4` °r 1/4- MAX. SHIM SPACE oil EDGE ow. A O A t a » H r z . mm f A m 3 °°'s os-xa� `ori9io e . �� cn muEs -z1D mA w -sM ooh( V/ 9QBM (Lk ) AL- FAROOQ CORPORATION ja EMINEMS & PFt*MCr Devo aaaleTVr .M. WINDOWS LLC. 7435 S.W. acv Ave 601 N.W. 12TH AVE. MIAIVIT tlotilDA 33774 'wo c 01.21 POMPANO BEACH, FL. 33069 TEL(MM 2646WO PAx{306)2f 78 1EL. (954) 781 -4430 FAX. (9M) 791 -9D78 COMP- Aw.�WD2 FRAME HEAD OSIDELITE FRAME GW 36572 L574 5 WEATHER -STRIP ADAPTER OW -31826 b75 .415 a� 37 DECORATIVE MOULDING GW -36737 .062 .485 L.. DECORATIVE MOULDING TM -15M E.12S LO18 SM 1.843 9.500 ® DOOR JAMB TM975 Ban �g 0.310 GiM 37888 0472 CENTER HINGE 2185 rats O379 GW 37889 -A OUTER HINGE 1ON6E PIN 3b81 X 5/9° HINGE CAP SMS rf .K. 10 SMS 750 —i o .5afs '� o to I o II 3.000 g L o .062 8 0 F o o LT.780 -^I 8426 DOOR TOP & BOTTOM RAIL n%M 9 PART ® QGANTTTY OVSCRIMON MATERIAL MANF. /BGPPLIRR/RBMARBB 1 TM -38A 1 FRAME HEAD 8063 -T6 - 2 OW 28815 1 FRAME SILL 6063 -TS - 2A GW 37319 1 ALT. FRAME SILL 8003 -78 - 28 TMI64 1 ALT. FRAME SILL 6063 -76 - 3 OW 38572 2 SIDEUTE FRAME 8083 -TB - 3A TM175 2 DOOR JAMB 8063 -TO - 4 OW 38040 1 PANEL LOCK STILE 60&T -T5 - 4A TM172 1 ALT. PANEL I= STILE 8093 -T6 - 5 OW MINIS 1 PANEL HIM SFI E 8083 -15 - 6 TM--OBI 2 PAM TOP/801TOM RAIL 8003 -75 - 7 GW 31826 4 WEATHERSTRIP ADAPTER SM-TS END OF DOOR STILES (TOP /BOTW 8 OW 37888A 2/HINOE ABBY. TM OUTER BUTT HINGE 8003 -T8 DOOR PANEL/FRAME HWE SIDE 9 OW 331RI8 1 /HINGE ABBY, TM CENTER BUTT HINGE 6063 -76 DOOR PANEL /FRAME HINGE SIDE 10 GW 32222 2 DAR I= DMIT 6063 -TS LOCK STILE 11 - 2/ LEAF 3/4 x 1 1/4 x 3/4 x 118° THIL CAP AUAQNUM 3° LONG 1s 4037 As REO'0. `ULTRAFAIr CENTEISOI WOOLHLE WOE. LOCK STILES. JAMBS. HEAD. SILL 18 - 1 /HORSE 7/32°0 HINGE PIN STEEL AT EACH HINGE ASSEMBLY 21 2 /LEAF 1/Yo THREADED ROD. WASHER & NUT STEEL TOP /BOTTOM ENO RAGS 22 BER S 400 1 KWIKSET KN0BLOCK - AMNE LEAF 23 SERIES 600 1 KWO(SEI' DEADOW - ACTIVE LEAF 24 - 2 /HINGE ANY HINTS BUSHING PLASTIC HINGE ASSEMBLY 25 39 DUST PLUG (OPToft) PLASM DOOR JAMS INSTALL. SCREW KOM 26 - AS REM #10 x 1° P.H. SM. (ABBY. SCREW) STEM DOOR FRAME MEMBERS/MULL CUPS 27 - 2/HONGE ABBY. HINGE CAP PLASTIC HINGE ASSEMBLY 29 1 SILL ADAPTER (1° X 1° X 1 /16° TUBE) ALUM - 30 1 SILL ADAPTER (1/2° X 1° X 1 /is° TUBE) ALUM - 31 TM -078 1 LOCK STILE REINFORCEMENT 8083 -T5 FULL LENGTH 0 DOOR LOCK STILES 34 TM-054A 2 MULLION 80&Y -TS BETWEEN DOWSIDE LRE JAMBS 35 OW 31986 4 QASS STOP 6083 -T5 SIDE LGE GLAZING PERIMETER 37 OW 38737 OPTIONAL I O.G. DECORATIVE MOULDING 0083 -75 DOOR PANEL PERIMETER 37A I TM -155A OPTIONAL 0.G. DECORATIVE MOULDING 6083 -T8 DOOR PANEL PERIMETER TM G81 HINGE ASSEMBLY 4.753 IMMG A62 bBs L730 .750 - L� ��3a86� ��- DOOR HINGE STILE awl.06E 1A00 j^ J ""�D .082 I°--- 44100 -I GW -36935 SILL ADAPTERS q DOOR LEAF STILE ALT. DOOR LEAF STILE GW 35048 ® Tmii IL157 1813 640 bo0 .BSS 4145 ,429 �I •G62 I� —aaGO GLASS STOP I STO. FRAME SILL GW -31956 GW -28615 1197 — �MII1' 3.790 1 � Tmr �� r :rIA.. 70.48 �— B��Afi2 2.500 1 � 1554 L054 CAN. AM ® ALT. FRAME SILL ® ALT. FRAME SILL 31 LOCK STI TMR0NSORCEMENT A •1,8201,. MULLION TM -054A Ll qm Z b a< RL 0110 ire � QT � gym fi z Win. FM°o0 W02-77 SEALANTS: FRAME CORNERS AND GLAZING BEAD TO PANEL SEALED WITH WHITE COLORED SEALANT. SEAMS BETWEEN MULLION AND JAMBS SEALED WITH SILICONE. HINGES: 7 -9/8° LONG ALUM BUTT HINGES, AT 11° FROM EACH END AND ONE AT MIDSPAN OF LEAF'. JACKS: OPTION H 1 STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 41 -1/2. OR 48° FROM BOTTOM CONVENTIONAL L.00KSET WITH KNOB, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 38 °.OR 39 -1/2° FROM BOTTOM MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF EACH LEAF LOCK STILE (4) AT OOUBLE(XX) DOORS, (2) AT SINGLE(X) DOORS OPTKNV_�$ MULTI -POINT LOCK SYSTEM WITH LEVER HANDLE LOCATED AT 34 -1/2" FROM BOTTOM OF ACTIVE LEAF LOCK STILE FASTENED WITH (2) 012 -28 X 2 -1/4. ON MS METALLIC STRIKE PLATE AT 34 -1/2- FROM 80TTOM OF INACTIVE LEAF LOCK STILE FASTENED WITH (3) #10 X 1/2- FH SMS MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF INACTIVE LEAF LOCK STILE OPERATORS AT 10 -1/2- & 76 -1/2- FROM BOTTOM FASTENED WITH (2) 88 -32 X 1/2- FH MS (FLUSH WLTS AT TOP & SMOU OF AC VE AND KACTNE LEAFS 70 SE ENGAGED OURIW PERODS OF HUMMME WARNMG) U Q . r N ,1 18 ® � � C7 n i� gg Pv gy Z Q y� DOOR LEAF CORNER $ ga •JAVAD party ,• e C.A.N. X5_1 - drawing no. W02 -77 MIAMIdaADE MIAMI -DADS 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 (NOA) ww&aniamidade. o� vtperat T. M. Windows, LLC. 601 N.W.12a` Ave. Pompano Beach, FL 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to 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( Ser es_``609 0-Single 1jung Aluminum Window-(rcibforced) -" APPROVAL DOCUMENT: Drawing No. W06 -34 Rev E., titled "Series 605 Aluminum Single Hung WDW.(LMI) ", sheets l through 7 of 7, prepared by Al- Farooq Corp., dated 04 -24 -06 and Iast revised on APR 25, 2012, 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 Limitation: 1. Exception: Glass type I (sheet 4) is not approved for Small Missile Impact Rating & shall not be installed above 30' above the grade. 2. See Design Pressure Ratings size VS glass type and reinforcement type in sheet 2. All United installed with optional Fin -mount are limited to max Dp = +/- 61.0 psf. 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 will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA. revises & renews NOA 0 03 0604.24 and consists of this page 1 and evidence pages E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. LAM MADE Co wrtr Expiration Date: ulyy 2,130 q1,; ia11'V Approval Date: May 03, 2012 Page 1 T. M. Windows. LLC. ' NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 09- 0604.24) 2. Drawing No. W06-34 Rev E., titled "Series 605 Aluminum Single Hung WDW.(LMI) ", sheets I through 7 of 7, prepared by Al- Farooq Corp., dated 04 -24 -06 and last revised on APR 25, 2012, signed and sealed by Javad Ahmad, P.E. B. TESTS (transferred from file it 09- 0604.24) 1. Test report on 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 - 3) Large Missile Impact Test, TAS 201 -94 4) Cyclic Loading Test, per TAS 203 -94 along with installation diagram of an aluminum Single Hung window, prepared by Fenestration Testing Laboratory Inc., Test Report No. FTL -5439 dated 12 -10 -07 and FTL -5742 dated 01- 22 -09, both signed and sealed by Michael S. Wenzel, P.E. 2. Test report on (Transferred from file # 07- 0404.04) 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per TAS 202 -94 4) Large Missile Impact Test, TAS 201 -94 5) Cyclic Loading Test, per TAS 203 -94 along with installation diagram of an alum Single Hung window, prepared by Fenestration Testing Lab Inc., Test Report No. FTL -3975 dated 10- 22 -03, FTL -3755 dated 03 -24 -03 and FTL4514 dated 01- 25 -05, all signed and sealed by Edmundo Largaespada, P.E. 3. Additional test report No. CTLA416W dated 04 -11 -00 issued by Certified Testing lab w/ addendum. letter Jan 22, 2002, signed and sealed by Ramesh Patel, P.E. C. CALCULATIONS 1. Anchor Verification calculations complying w/ FBC 2010, prepared by AL- Farooq Corp. , dated JAN 18, 2012, signed &sealed by Javad Ahmad, P.E. 2. Anchor Verification Calculations & comparative analysis complying w/ FBC 2007, prepared by AL- Farooq Corp., dtd 05- 15 -09, signed &sealed by Arshad Viqar, P.E. (file #09 - 0604.24). 3. Glazing complies w/ ASTMS- 1300 -02 & -04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their "Saflex Clear or colored interlayer", expiring on 05/21/16. 2. Notice of Acceptance No.12- 0130.01, issued to Cytec Industries Inc. for "Uvekol S laminated glass interlayer ", expiring on 02/08/2014. F. STATEMENTS 1. Statement letter of conformance FBC 2010 and letter of no. financial interest, prepared by Al- Farooq Corporation, 01/13/12, signed and sealed by Javad Ahmad, P.E. 2. Statement letter of conformance FBC 2007 and letter of no financial interest, prepared by Al- Farooq Corporation, dated 05/28/9, signed and sealed by Arshad Viqar, P.E. (file # 09- 0604.24) 3. Lab compliance as part of the above referenced test report G. OTHER 1. This NOA revises & renews NOA # 09- 0604.24, expiring on April 21, 2016. 2. Test proposal # 07 -3765 approved by BCCO dated Feb. 0 , 2 07. a 43 . �- ti0j.- I haq L Chanda, P.E. Product Control Examiner NOA No 12 -0213.05 Expiration Date: July 05, 2017 Approval Date: May 03, 2012 E -1 .t 53 , /8` � ,/B• L J WINDOW WIDTH �- aG , /a' F k FALSE NUNTINS) FALSE bUNTIN4 ( IdAY USED ro fSUI MAY S I rs D D11 I 8a I I sot =4 0 I I %Q I I o a Zrm ' 5 1/2' MAX. OZ HEAD /SILL 5 1/2' MAX. Z Q THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. D.L. OPG. i� CORNERS a7 3/a° COIIN� � ,- m " SHUTTERS ARE NOT REQUIRED. D.L. OPG. (VENT) I-: w a 1/8' S0 1/8" O BERIES 605 ALUMINUM SINGLE HUNG WINDOW ! DrH `ENT WIDTH � DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER TYPICAL ELEVATION TYPICAL ELEVATION CHARTS SHOWN ON SHEET 2. EQUAL LITES 4l%TH OPTIONAL FIN c (SEE DESIGN CAPACITY C EQUAL LIES g APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE (UNIT DESIGN CAPACITY TO 161.0 PSF MAX.) _ e COMBINATIONS OF S.H. /S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNT( APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL D.L.O. WIDTH (FIXED) WINDOW WIDTH - 4.875" VILL APPLY TO ENTIRE SYSTEM. D.L.O. WIDTH (VENT) WINDOW WIDTH - 5.375° m ffi >3 ffi O.L.O. HEIGHT WINDOW HEIGHT /2 - 4.5' 0 d d THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE LAMINATED GLASS - o e REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY i I AMIN. LAM. GLASS c °Q ° HURRICANE ZONE (HBUCK P881oYtYYtYUiLUb LARGE MISSILE IMPACT ° IBY OR 28Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY wIM�sNMI� TO TRANSFER LOADS TO THE STRUCTURE. $ ° ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. FIlt PE`M592 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT l.lA1ITE0 TO STEEL/METAL SCREWS; THAT droving rw. REgU INTO OFFTTHE FLLORRIIDDARBIDG. DISSIMILAR SSECTIOOANLS20 MEET THE AP b 2012 �N06 -34 shoat 1 of 7 D.L. oPa W. (FO(ED) 21' MAX. A HFno /au ji I h u n u n u g n u 1� II u u G „ u LI u u =ter - - -- -- -= -tr - ---- fl 11 it 0 !I a7 3/4' I it 0 !I ■ 1 I i ca Ii 0 c) 2 ` OM ° r*i I*� i�T° VI •• d A Z °n 6 qgp >C M, ��m �ZOZ ci zoo= NwmN MZn> n b I °m N_ C � v N o z tv o m o aetc 04-z'-08 n aa: r each on SE]bES M5 ALUMINUM SM= HUNG WOW. (LN L) AL- FAROOQ CORPORATION a O g ENGINEERS & PRODUCr DEVELOPMENT O > eaaa t/z•. t• a tt aoanweTxsslerr T.M. WINDOWS LLC. aa3ssw.s7AVE f N ,o c at.taoa mass a taEU+v, aPnms ate. 601 N.W. 12TH AVE. MIAMI, FLORIDA 33174 g W �. M wwia o OS tzce UMTM FOR 2W FM POMPANO BEACH, FL 33069 TELt3�2S4,8100 PAIL 262 78 C ,-]e -P ° wl. q. a ot.tats Doss True a IiE16Q�D TEL. (954) 781 -4430 FAX (854) 781 -5078 COMP -ANL W06 -34TMW y1y� yp, ((��1 N O A A m N `ma Oa A A �a N 0a 0a A A ma IAit � O A �. `� 7 Im � W I Im `� m m 4 u� m �1 G� m • . 41 I \aim 1~ W 1 Im � : • � • i e ^ 11 I 0 0 1 I P 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0, O b b b b b b o b o b o o b p o b b b o b b o b b b b b b b b b+ `r$ ��..11 �1 ��11 ��11 yy ��11 �( 1412,181g �1 ��11 yy 0 0 0 0 0 0 , O O C Y� O o O p vf� O Ob o b b b b o o b p o b b b b b b b b b b b b b b b b •^,� q 9 m m m m m m m m m 4i-.b m m a m m m m m m m m m m m m m m m m m T m m m ?,� n b b b b b b b b b b b b b b b b b b b b b b b b b b b w m m a a m e m m m a �e a m a m a m m m m m m m m mr m m m m m mr mb b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b� �a s�ffiffiaaSffiSaSaSaSS ,��ISaffipffiaS��apSSffiSa�SaaS�� b o 0 o b b b b b b b b b b b b b b o 0 o b b 9. o b b b o o b b o b b b b b b o b b y z �IIIPS,, affiaffiSffiffiSffiSffiaSffiSa ,sa,�#�a�b�ffi�b��ffi�ffiffiffiffiffiffiaffiaffi�� O bO G C O C G b G/ O O b b 0 0 0 b o .1 O O C O o b o O O b O O C G G C C b b C C y� C g Po a aaaa�sffiaaaffiaffiffiaffiaa�ffia�aas0��a�a��ffiffi��ffia ��affiaaffi�� o b b b b b b b b b b b b o 00 b b c, b b b o 0 0 0 o b o o b b o 0 o b b b o o b b b b b v �ffiaa$��s�ffiffiaffiaaffiffiffiaffiaaffi�.{aa� ¢Q ppqq it b b b b b b b b b b b b b b a b b o b b b b b b b b1 b b b b b b 5 bE I III o b bb00 0 �bbbbbbbbbbbbbbbbbbbbbbbbbbboobbb�obobbbo��bbb +� aaaaffi�ffiasaaaaffiaaffiffi�ffiaaffiaaaaaaffiaffia�ffiffiaS�ffia��ffiaffi�ffiaffia�� bbbbb :. o b b b b b b b b b b b a b b b b b b b b b b b b b b o b b b b o b b e o b b b o b b b b V ad �aaa��abaaffiaaffiaaaffiffiaffiapaaa�ffia�affi111118b affiffia�ffiIffiaffiffiffia�ffi�� to b b b o m o o b b b b b b b b b b b b b b is b b b b b b o b b b b u b o b b b b b b b o b �aSaS�a�aaaQs��aaSffiSSSaAaaapyaaaaSIIIa aaS�ffiSlolE, SSffiffiSSffia�� <N O C C C bo b o b b b o 0 0 o b b b b b b b b Fn b o b ff b b b b b b b b b o o b b b b b b b b aaffiaa�ffiaaffiaffiffiaaaaffiffiaaffiaaffiaasaaffiaffisaffiaffiSSSffi�SSb��S�a�� bbbbb a b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b o b b o o b o b+ s�aaS�SaaSSSaaSaaaaasaSaSasSSSaSSSSffi .aSSffiffiffi��b�sa 7111 N aadaaaaaaaa�aa�aaaaaaaa��ffib��bb�ab��a�bb�aS� b b b b b b b b b b b o b b o b b b b b b b b o o b o 0 o b o 0 o b o o b o �� t'am'w'wmwfnfnwwmwmafnm ' m'a lemwwl'n _ mmlialnmwmw}PSilawwwfuawaws�.� � I b b b b b b o o b b b b b o o b b b b b b b o b b b b o 0 0 0 o b o o b o Y�ro 0 o b b p b b b b b b b b b b b b b b b b b b b b b b o 0 b ca Ii 0 c) 2 ` OM ° r*i I*� i�T° VI •• d A Z °n 6 qgp >C M, ��m �ZOZ ci zoo= NwmN MZn> n b I °m N_ C � v N o z tv o m o aetc 04-z'-08 n aa: r each on SE]bES M5 ALUMINUM SM= HUNG WOW. (LN L) AL- FAROOQ CORPORATION a O g ENGINEERS & PRODUCr DEVELOPMENT O > eaaa t/z•. t• a tt aoanweTxsslerr T.M. WINDOWS LLC. aa3ssw.s7AVE f N ,o c at.taoa mass a taEU+v, aPnms ate. 601 N.W. 12TH AVE. MIAMI, FLORIDA 33174 g W �. M wwia o OS tzce UMTM FOR 2W FM POMPANO BEACH, FL 33069 TELt3�2S4,8100 PAIL 262 78 C ,-]e -P ° wl. q. a ot.tats Doss True a IiE16Q�D TEL. (954) 781 -4430 FAX (854) 781 -5078 COMP -ANL W06 -34TMW y1y� yp, ((��1 N O A A m N `ma Oa A A �a N 0a 0a A A ma IAit � O A �. `� 7 Im � W I Im `� m m 4 u� m �1 G� m • . 41 I \aim 1~ W 1 Im � : • � • i e ^ 11 I 0 0 1 I P 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0, O b b b b b b o b o b o o b p o b b b o b b o b b b b b b b b b+ `r$ ��..11 �1 ��11 ��11 yy ��11 �( 1412,181g �1 ��11 yy 0 0 0 0 0 0 , O O C Y� O o O p vf� O Ob o b b b b o o b p o b b b b b b b b b b b b b b b b •^,� q 9 m m m m m m m m m 4i-.b m m a m m m m m m m m m m m m m m m m m T m m m ?,� n b b b b b b b b b b b b b b b b b b b b b b b b b b b w m m a a m e m m m a �e a m a m a m m m m m m m m mr m m m m m mr mb b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b� �a s�ffiffiaaSffiSaSaSaSS ,��ISaffipffiaS��apSSffiSa�SaaS�� b o 0 o b b b b b b b b b b b b b b o 0 o b b 9. o b b b o o b b o b b b b b b o b b y z �IIIPS,, affiaffiSffiffiSffiSffiaSffiSa ,sa,�#�a�b�ffi�b��ffi�ffiffiffiffiffiffiaffiaffi�� O bO G C O C G b G/ O O b b 0 0 0 b o .1 O O C O o b o O O b O O C G G C C b b C C y� C g Po a aaaa�sffiaaaffiaffiffiaffiaa�ffia�aas0��a�a��ffiffi��ffia ��affiaaffi�� o b b b b b b b b b b b b o 00 b b c, b b b o 0 0 0 o b o o b b o 0 o b b b o o b b b b b v �ffiaa$��s�ffiffiaffiaaffiffiffiaffiaaffi�.{aa� ¢Q ppqq it b b b b b b b b b b b b b b a b b o b b b b b b b b1 b b b b b b 5 bE I III o b bb00 0 �bbbbbbbbbbbbbbbbbbbbbbbbbbboobbb�obobbbo��bbb +� aaaaffi�ffiasaaaaffiaaffiffi�ffiaaffiaaaaaaffiaffia�ffiffiaS�ffia��ffiaffi�ffiaffia�� bbbbb :. o b b b b b b b b b b b a b b b b b b b b b b b b b b o b b b b o b b e o b b b o b b b b V ad �aaa��abaaffiaaffiaaaffiffiaffiapaaa�ffia�affi111118b affiffia�ffiIffiaffiffiffia�ffi�� to b b b o m o o b b b b b b b b b b b b b b is b b b b b b o b b b b u b o b b b b b b b o b �aSaS�a�aaaQs��aaSffiSSSaAaaapyaaaaSIIIa aaS�ffiSlolE, SSffiffiSSffia�� <N O C C C bo b o b b b o 0 0 o b b b b b b b b Fn b o b ff b b b b b b b b b o o b b b b b b b b aaffiaa�ffiaaffiaffiffiaaaaffiffiaaffiaaffiaasaaffiaffisaffiaffiSSSffi�SSb��S�a�� bbbbb a b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b o b b o o b o b+ s�aaS�SaaSSSaaSaaaaasaSaSasSSSaSSSSffi .aSSffiffiffi��b�sa 7111 N aadaaaaaaaa�aa�aaaaaaaa��ffib��bb�ab��a�bb�aS� b b b b b b b b b b b o b b o b b b b b b b b o o b o 0 o b o 0 o b o o b o �� t'am'w'wmwfnfnwwmwmafnm ' m'a lemwwl'n _ mmlialnmwmw}PSilawwwfuawaws�.� � I b b b b b b o o b b b b b o o b b b b b b b o b b b b o 0 0 0 o b o o b o Y�ro ANN. GLASS 1/8° ANN. GLASS 3/18° ANN. CLASS 120' INTERLAYER UVEKOL -UQ RESIN UVEKOL -UQ RESIN 1/8° ANN. GLASS SAFLEX 9IG PVB BY SOLUTIA 3118° ANN. GLASS GLASS TYPE 'G' SILICONE 'H' DOW CORNING 988 3 GLASS TYPE 'I' I SILICONE OOW CORNING 989 a m 9 I n I1. fo GLASS TYPE 'C' ANN. GLASS LSO 3/18° ANN. CLASS -.120" INTERIAYER 080' HOUtAYER UVEKOL -UQ RESIN SAFLEX 9IG PVB BY SOLUTIA 3118° ANN. GLASS GLASS TYPE 'G' 3/18° ANN. GLASS 'H' o GLASS TYPE 'I' I SILICONE OOW CORNING 989 a SCONE OOW CORNING 998 s r �j I \ j. j. i �L I GLASS TYPE 'D' GLASS TYPE 'E' 1/8' ANN. GLASS /8° ANN. GLASS 1 /8° HEAT STRLTPO GLASS 1/4' AIR SPACE 090° IMERLAYER 090° INTtRLAYER 1/8° ANN. GLASS \ �SAFLEX MG PVB BY SOLUTIA �SAFLEX �G PVS BY SOLUITtA .090° INTERLAYER 1/8` ANN. GLASS r-118' HEAT STREPI'O GLASS 1/8 ANN. GLASS Lbw, o., I LSO m 9 9 9 GLASS TYPE 'G' GLASS TYPE 'H' o GLASS TYPE 'I' I THIS GLASS TYPE ONLY FOR LARGE MISSILE IMPACT USE NOT QUALIFIED FOR SMALL UISSII IMPACT AIR:AS. GLAZING OPTIONS HEAT ffrRDPD GLASS HEAT STREN'D CLASS mm CORNING 998 GLASS TYPE 'F' 1/8' TEMP. GLASS 1/4° Atli SPACE 1/8' HEAT STREN'0 GLASS .090° INTERLAYER _ — x1118' HEAT STREN'D GLASS B GLASS TYPE 'd' FPA PE J 70592 CAN. �8 PR 2 5 + 4. � C P — i �S < Z ZNo S 'e art IF °ma i •u 3 droving no. W06 -34 sheet 3 of 7 TYPICAL SEE ELEV. FOR ILLUSTRATIVE DTLS. ON EXT. OR NT. FINISHES NOT BY TIM YlN= TYPICAL ANCHORS SEE ELEV. FOR SPACING Al SEE SHIM 2 1 I 1 C1 m COUNTY APPROVE[ MULLION ANCHORS TYPICAL ANCHIM -1 \ TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SEE ELEV. WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS FOR SPACINO MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. x .,ie:ORS: SEE El". FOR SPACING (Fw120 KS1. Fr-N 00 /a° eta �LrRacau av LF rn KsL Fy.1as KsI) SPRING LATCH INTO 26Y WAD BUCKS OR W000 CTURES B 1 -1/2 MIN. PENEIWDN INTO D THRU 1BY BUCKS INTO OR MASONRY 1- INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY I memr Raim p 614 ISMS OR SELF DRILLING erwAwc (GRACE 2 CRS) 2 ag� INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KS1 MIN.) ALUMINUM : 1/8' THK. MIN. (6063 -75 MIN.) .. ar (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) J12 SMS OR M'LF ORII_LING SCREWS (GRADE 2 CRS) INTO MIAMI -DARE COUNTY APPROVED MULuoNS (1/8° THK. MIN.) (NO SHIM SPACE) Ii TYPIC� EDGE DISTANCE i! i. INTO CONCRETE AND MASONRY = 2' MIN. INTO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE = 1/2° MIN. CONCRETE AT HEAD. SILL OR JAMS f c . 3000 PSI MIN. C -90 HOLLIXY /FO.LEO BLOCK AT JAMBS f'm - 2000 PSI MN. SEALANTS ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SEALANT. WEEPHOLES: WI - 1/2' LONG NOTCH AT EACH END OF INTERIOR LEG W2 • 7/8° LONG NOTCH AT EACH END OF EXTERIOR LEG T R Emor: MW AMW ALTERNATE FRAME SfII.L FUL PEA®g 70592 EDGE CAN. -S53B DI TYPICAL ANCHORS SEE ELEV. FOR SPACING FRAD4E Y4ITH FIN OPTION (LIMIT DESIGN CAPACITY TO *61.0 PSF MAX.) PR 2 5 2012 .* 1 R. aCfs c 4 LL z12 I y� V az R ONm F. Z �Za 8 l ° o drawing no. W06 -34 vENr anoTH 19'E1d PART B Q1`Y. DHSCIt1PT10N MATERIAL MANF. /HtIPPIJBR/RBMAItTG9 OD.I. OPG. t/ I GW -98783 1 FRAME HEAD 8083-76 - 1/4° MAX. 5mN t8 18 2 u CW -37731 BA -Jeos 1 1 FRAME SILL (4° HIGH) FRAME sn,. (3° Fes,) 8Q8J -T8 8069 -T6 - - z 8 13 ,7 �C HORS SEE ELEV. 3 ITW -91448 2 FRAME JAMB 8083 -T8 - F� fU 7 FOR 0 4 GW -38708 1 MEETING RAIL 8083 -T8 - e SIB 19 v n S 091 -38885 1 VENT TOP RAIL 8083 -T8 - 8 GW -37730 1 VENT BOTTOM RAIL (4° Silt' 8083 -TB - G _.._.. • BA CAV -37SS9 1 VENT 80iiON RAIL (3" 56.1.) 8083 -TB - N ' 7 OW-31134 a VENT JAMB STILE 6083 -TB - Q � h TYPICAL ANCHORS P 8 ls�T -31470 2 VENT STOP 8083 -TS - � � yl SEE FOR SPACING 9 19 -SB 4/VENT GLAZING READ ANGLE 8085 -TS - a 9A TAI -123 4/YENT GLAZING BEAD 8083 -TS - �. 98 TM -170 4/VENT (DAZING BEAD 8083 -T8 - 9C TM -181 4/VENT GLAZING BEAD (INSUL LAM. GLASS) 8083 -TB - LLI�p EXTERIOR 10 @8 X 1/2• 12/VENT cx.AZlNCi ANGLE SCREWS STEEL PH SMS 3 SIrtCat�S 11 4637 (1) St'R8� F01 �% WEATHERSTRP - MTO.RAIL/FRAAIE SIiH. :H D.L. OPO. (FUMD) .' k 12 a24p (1) STRIP FIN SEAL, WEATHERSTRIP - VENT TOP 9HNOOW WIDTH 13 3722 (2) STRIP F01 SEAL WEATHERSTRIP - WENT JANE STILES $ 14 - 2 1 1/2°x7/8 °x3 /4° FWSAI. PAD - FRAME SILL CORNERS J TYPICAL ANCHORS SEE ELEV. FOR SPACING IS - a/VEN1' LATCH LOCK AT 8° fRGN ENDS CAST VENT TOP 18A TM -118A 2/VENT SPRING LOADED EGRESS LOCK 8063 -TB VENT BOTTOM RAG. -f84 1 D T O SEE a", IN o ANCHORS 16 - a/vewr vHatl' HX710E NYLON VENT W. crnavlRs AT MEETING RAIL c�1 1/4• MAX. f 17 - 2/VENT CALDIYELL SfiRN. BALANCES - AT FRAME JAMBS M ... 56M 18 8 1 /a° SHIM ""'.. I8 TTVR -8902 a/veNr BALANCE COVER VINYL FRAME HEAD /JAMBS U J a 3 19 N89 2/VENT CALDWELI. BALANCE CLIP - VENT B01T. (X>RAIETiS 7 ?D 21 - - 2 X12 x 3/4' P.H. SMS STEEL (1) A7 EACH BALANCE 22 - 8 8 I12 x 1` Pit SMS 810:1' P.H. SMS STEEL STEEL FRAME CORNERS VENT CORNERS �^ — -- — ZJ - 4 BS x 3/4° FJL SANS. STEEL (2) AT EACH LATCH §;j 24 - 4 �8 x 3/8° P.H. 598. STEEL AT EA. PLASTIC GUIDE 2S - 1 1x1 J /18x9 /4x1/8` CHANNEL STEP. AT VENT TOP FAO 28 - 2 ixt /4 THKx4` TANG BAR ALUM. (1) AT E0. MID. RAtl. END 27 - 1 1/2x1x1 /2x1 /8° CHANNEL STEEEI. AT MEETING RAG. 28 TM -181 2 FIN TRIM FOR dAMB$ 8089 -TB - Z0 TM -163 1 FIN TRIM FOR HEAD 8083 -TB - 30 1m WINDOW WIDTH 81 FRAME WIM FIN OPTION MIAMI -OADE COUNTY APPR.D CLIPPED MULLION m SEE SEPARATE NOA TYPICAL $ SEE ELEV. FF SPACING �frAlk AeIRtMAAA m > & $ $ A Nx / dr c m g M }'� / rgmu�o EnW-* JWAD AHMAD g CPA E 3BJ8W EXTERIOR dITtW nq no. TANDOW WIDTH 9xNGM WIDTH AM 25.2012 W06 -34 sneer g or 7 t -f84 1 FIN TRW FOR S01 BOBS -TB - 31 TM -179 1 N7'IT. RA0. RpA1F0I�INli CHANNEL BOBJ -T9 AT MEETING RAIL 32 TM -178 f TOP RM. REINFORCING CHANNEL BOBS -TS AT VENT TOP .r. �3.042 - Ij t h- -1.228 I F O I I .8� 438 CO2 W a• ro�� QQ }y ZYj I .082 .847 •800 3. .082 3.719 -�I 1.000 k- t '•� ,.o9z 3.188 50.2 � �.�o I .,2s�i .622 � � � 8 Q FRAME HEAD 1.1301• ® NAIL FIN _j • MTG. RAIL oRGtNGS JIM 31 MTG. ALUIRAI�NUi�RCUXiS Q� G O' O � 'T Q FRAME JAMB I.790 4_]2.1.88 1.290 .389 .O LIM + y4, � jtQ�R b ii o �+{ I as 15L 3.340 oo 1.209 1.187 O .gas 53 Q4 FIXED MEETING RAIL Q VENT STOP ® NAIL FIN (JAMB) TOP RAIL REINFORCING STEEL TOP RAIL REINFORCING ALUMINUM bt 1.375 1.188 3.188 1.324 .183 O .540 .0140 .5110 -¢ Jv NgnJ Q 4 1.750 2.250 -T 1374 .082 �I 3277 '•3219 .9a3•�1 ' N m Z _� J.888 L 2" 1.214 GLAZING BEADS � appQ O ® VENT TOP RAIL Oi SASH SIDE RAIL � LATCH LOCK � ® NAIL FIN (SILL) 3.245 2 � 3.245 � N .052 3.389 47 3. d.0-62 x.939 3.812 4.312 33.439 .082 2.b90 Fngr: JAVADp'AF9A .982 .994 .8841 I .'CAN3SJ8�2` 1�•- t.37s�i 3.141 H---- 3.141 ng n 1.375ro O VENT BOTTOM RATS Q aQ FRAME srLls NOTE EMIER SILL CAN BE USED Q APR IS, 201 WO6 -34 sheet 6 of 7 ro ?' ' +j�• :1117 .�i N N 1 0 z b m 0 N e 1 3 revisions: SEKS 605 AUNNIM 9NGLE HUNG WOK (4M.L) AL- FAROOR CORPORATION a 0 1/z• = r T.M. WINDOWS LLC. �&W..87AVE c�oPmmur y ' 601 N.W. 12TH AVE. MIAMI, FLORIDA 33174 POMPANO BEACH, FL. 33069 ,nz,� ao FAX CJW282478 C+ lo c au� er TfL (ssa) 781 -4430 tnx (es+) 781 -5078 coMP- aNL \wo6- sarMyv t OF oscn }on e 11.06.08 aEV. Fea ecco cowoans c o1.loae aas s rsm1F. oamns aw. 0 oalzoe uaortm Fors zam cac E 01.1412 nro CNnNt� M6 $xEET Florida Building Code Online I ., http : / /www.floridabuilding.org /pr /pr app_dtl.aspx?paranT=wGEVX... Product Manufacturer T M Windows LLC Address/Phone /Email 601 nw 12 ave pompano beach, FL 33069 (954) 781 -4430 smetzger@tmWndow.com Authorized Signature Frank Bennardo frank@engexp.com Technical Representative Address/Phone /Email Quality Assurance Representative Address/Phone /Email Category W -ndows– ' Subcategory Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Frank Bennardo the Evaluation Report Florida Ucense PE- 0046549 Quality Assurance Entity National Accreditation & Management Institute, Quality Assurance Contract Expiration Date 12/31/2015 Validated By Keith E. Lorinos, PE �,i Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code L- F- L].5520 _RO. CQI C„�rt�FttTab� —� Standard TAS 201 TAS 202 TAS 203 Year 1994 1994 1994 1 of 2 10/3/2013 1:45 PM d SM Home I Log N ( user Registration I Hot Topics I Submit Surcharge I Stats & Facts Publications FSC Stall SCLS Site Map links Search Busines Professi ' product Approval USER: Public use Regulation Product Approval Menu > Product or APn&stion Search > Awli atbn LFt > AppBeation DeW eye � t FL # FL15920_ Application Type New Code Version 2010 Application Status Approved Comments Archived _ Product Manufacturer T M Windows LLC Address/Phone /Email 601 nw 12 ave pompano beach, FL 33069 (954) 781 -4430 smetzger@tmWndow.com Authorized Signature Frank Bennardo frank@engexp.com Technical Representative Address/Phone /Email Quality Assurance Representative Address/Phone /Email Category W -ndows– ' Subcategory Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Frank Bennardo the Evaluation Report Florida Ucense PE- 0046549 Quality Assurance Entity National Accreditation & Management Institute, Quality Assurance Contract Expiration Date 12/31/2015 Validated By Keith E. Lorinos, PE �,i Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code L- F- L].5520 _RO. CQI C„�rt�FttTab� —� Standard TAS 201 TAS 202 TAS 203 Year 1994 1994 1994 1 of 2 10/3/2013 1:45 PM Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products http : / /www.floridabuilding.orgtpr /pr app dtl.aspx?paranr— wGEVX... Method 1 Option D 08/24/2012 10/10/2012 09/05/2012 10/16/2012 Beck Next Contact Us :: 1940 North Monroe Street. Tallahassee Fl. 32399 Phone: 850 -487 -1824 The State of Flodda Is an AA/EEO employer. Copyright 2007 -2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mad address released In response to a public- records request, do not send electronic mad to this entity. Instead, contact the office by phone or by traditional mad. If you have arty questions, please contact 850.487.1395. - Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, kensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emads provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a Personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click liam. Product Approval Accepts: RE NO N 12 Credit Card 2 of 2 10/3/2013 1:45 PM FL # Model, Number or Name Description 15920.1 Series "300" Aluminum Fixed Series "300" Aluminum Fixed Window - LMI/SMI 74" x Window 122" Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15920 RO II DWG re- submit 10- 10.odf Approved for use outside HVHZ: Yes Verified By: Frank Bennardo P.E. 46549 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +70/ -70 Evaluation Reports Other: FL15920 RO AE Evai.Ddf Created by Independent Third Party: Yes Beck Next Contact Us :: 1940 North Monroe Street. Tallahassee Fl. 32399 Phone: 850 -487 -1824 The State of Flodda Is an AA/EEO employer. Copyright 2007 -2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mad address released In response to a public- records request, do not send electronic mad to this entity. Instead, contact the office by phone or by traditional mad. If you have arty questions, please contact 850.487.1395. - Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, kensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emads provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a Personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click liam. Product Approval Accepts: RE NO N 12 Credit Card 2 of 2 10/3/2013 1:45 PM August 23, 2012 Florida Department of Business and Professional Regulation 1940 North Monroe Street, Tallahassee FL 32399 Regarding: TM Windows, LLC Series 300 Aluminum Fixed Window (Large & Small Missile Impact Resistant) Project #12 -TMW 04 To Whom It May Concern: Please be advised that the below-signed engineer does not have nor will acquire a financial interest in the company manufacturing or distributing the product(s) for which an evaluation report or validation certification has been prepared, as referenced above. This engineer is not owned, operated, nor controlled by the manufacturer or distributor noted above and does not have any financial interest in any other entity involved in the approval process of the above�nclted product(s). � Q`i KL. e 0 SPA OF .' P.E„ Inc. FL PE 0549 Cert of Auth #9885 160 SW 12TH AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954- 354 -0660 FAX: 954 -354 -0443 WWW.ENGEXP.COM TM WINDOW 0 - SERIES 300 ALUMINUM FIXED WINDOW TM LARGE AND SMALL MISSILE IMPACT RESISTANT Itzi * No. Tt i GENERAL NOTES ° �o1 - 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE, FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE, PER TAS 201 2021203 & ASTM E1300 -04 STANDARDS. V 2. NO 33 -1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND J LOAD DURATION FACTOR Cd =1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. J 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A JOB- SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. SITE SPECIFIC LOAD WIND LOAD REQUIREMENTS SHALL BE DETERMINED IN ACCORDANCE WITH ASCE 7 AND THE 2010 FLORIDA O G BUILDING CODE BY SEPARATE ENGINEERING CERTIFICATION AND SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUE LISTED HEREIN FOR ANY ASSEMBLY WITHIN THE LIMITATIONS O STATED HEREIN. 0 4. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR o a REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS 7` DOCUMENT. Q S. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND g SUPERIMPOSED LOADS. WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE a EXISTING STRUCTURE. �1 g yyy g & MULTIPLE UNITS MUST BE INSTALLED USING STRUCTURAL MULLIONS APPROVED BY OTHERS OR UNDER Q a V SEPARATE CERTIFICATION. Q 7. ALL EXTRUSIONS SHALL BE 6063 -TS ALUMINUM ALLOY, UNLESS NOTED OTHERWISE a5 B. S ERIOR SEAM OF FRAME CORNERS, INSTALLATION SCREWS, AND GAZING BEAD EVDS SHALL BE SEALED T�y 3 WITH SILICONE. 9. ALL BOLTS & WASHERS SHALL BE ZINC COATED STEEL, GALVANIZED STEEL, OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 KSI. q 10. ALL DISSIMILAR MATERIALS SHALL BE PAINTED OR PLATED AS PRESCRIBE) IN THE FLORIDA BUILDING 1F" CODE. 11. E.I. DUPONT DE NEMOURS & CO., INC. - BUTACIE PVS INTERLAYER N.O.A.# 11- 1118.03 12. E.I. DUPONT DE NEMOURS & CO., INC- - SENTRYGIAS INTERLAYER N.OA.# 11- 0624.02 � 13. APPROVED FOR SMALL AND LARGE MISSILE IMPACT APPLICATIONS. SEE GLASS TYPES FOR ANY RESTRICTIONS FL #15920.1 112- TMW -04 H NOUN FL #15920.1 112- TMW -04 H POSSIBLE ARCHITECTURAL SHAPES No SHAPE PE MAY EXCEED SIZE OF TESTED RECTANGLE TRANSCRIBED AROUND CLIPPED - CORNER TRIANGLE HALF -ROUND EXTENDED RADIUS y� q� QUARTER ELLIPSE EXTENDED TRAPEZOID QUARTER SEGMENT PENTAGON UZI EXTENDED HALF -ROUND EXTENDED FULL ELLIPSE GOTHIC QUARTER SEGMENT QUARTER ROUND FULL ROUND OCTAGON 0 OPEN BOTTOM OVAL A p QUARTER ROUND EQUAL LEG CIRCLE SEGMENT TRIANGLE 0 ALLOWABLE SIZES & LOADS MAY BE DETERMINED BY INSCRIBING ARCHITECTURAL OCTAGON SHAPES IN SQUARES OR RECTANGLES THAT DO NOT EXCEED SIZES ON PAGES 4/8 & 5/8. ARCHITECTURAL SHAPES ARE LIMITED TO f 70 Psf. MAX. FALSE MUNMS- OPTIONAL .JOINT WELD (MAY VARY} Ir MAX. FOR ANCHORS 'TYPE A & C OR r - 3" MAX FROM tt B' MAX. FOR ANCHORS ANY 30INT OR S �. TYPE B CORNER g Z d 3 � u -ii ro FL #15920.1 J T 3 1 NOTE. WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY AS SHOWN ABOVE. tti 0 J ce J gg Q �a Q" S 08 Z H 12- TMW -04 2 zm d 3 � } D.L.O. -� FL #15920.1 J T 3 1 NOTE. WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY AS SHOWN ABOVE. tti 0 J ce J gg Q �a Q" S 08 Z H 12- TMW -04 2 EXISTING HOST STRUCTURE METAL STRUCTURES (STEEL OR 25Y WOOD BUCK ,k 1 ALUM. 118° MIN. THICK) . STEEL:- PY= 36 KSI MIN. ANCHORS PER ANCHOR ALUMINUM: 6063 -TS MIN. SCHEDULE. SEE TYPICAL D ELEVATION FOR SPACING E DIST r 1/4" MAX SHIM. 1x OR zx WOOD L � BUCK (OPTIONAL). Nor By 4 ANCHOR SCHEDULF_ SEE TYPICAL 1/4" MAX SHIM 4 114 MAX SHIM ..- ........... ..... ,......... ...... ,._ .:....ANCHORS.PER..... .... _ . .ro+ ANCHOR SCHEDULE- SEE TYPICAL SPACING 4 ELEVATION ON 4 SHEET B FOR - ,,, PACING OPTIONAL SURFACE iT@ WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. BED OF ANCHORS PER ANCHOR SEALANT SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 4 FOR SPACING MAX SHIM Ix OR 2x WOOD BUCK (OPTIONAL). NOT BY T.M. EXISTING HOST -� STRUCTURE Q TYPICAL SECTION $ 6" - 1' -D" VERT SECT SEE MULLION APPROVALS FOR MULLION TYPE AND SIZE. I , , DIST 1/4' MAX SHIM C —ANCHORS PER ANCHOR SCHEDULE SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING EDGE DIST 25Y WOOD BUCK ,k 1 1/4" MAX SHIM. � ANCHORS PER <1 4 ANCHOR SCHEDULF_ SEE TYPICAL sill ELEVATION ON .ro+ SHEET 2/e FOR SPACING Nab! TYPICAL ANCHORS: 5EE ELEV ON PAGE z/B & ANCHOR CHARTS FOR SPACING & QUANTITY 1 Yiw ' - 1/4" DI1L. ULTRACON BY 'EL.C'0- ft-177 KSI, FY -155 KSI) THRU 1BY INTO CON PSI MIN) OR GROUT J&M C90) 1 -3/4' MIN,: EMBED INTO CONCRETE OR GROUT FILLED _ .....BLOCK. -_ E'B'- 1/4" DIA. UL ON BY'ELCO' 177 KSI, FY -155 KSI) INTO' OR WOOD STRUCTURES S2 G =0.55 MIN) 1 -In' MIN. PENETRATION INTO WOOD TYPE C' - 114 -20 DM SHEET METAL SCREW (GRADE 5 MIN) (FU =120 KSI, FY-90 KSI) INTO METAL STRUCTURES (S PINCHES PASS THE THREAD PLANE MIN.) STEEL:- W THK. MIN. (FY -36 KSI MIN) ALUMINUM: US' THK. MIN. (6063 -TS MIN) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE/GROUT FILLED BLOCK- 2 -1R' MIN. INTO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE = 3/4' MIN. FL *15920.1 Y G Doe Ell lo! Q OR s 03 z r I 112- TMW -04 1 MR r N O V) m v m / A {� 0 I L h Z zH rEDGE DMJ a3Pa 11 I Jb 4 a2NR. (oz�o TM WINDOW AND DOOR, LLC 691 NW 12TH AVE. POMPANO 6EACH, FL (VA) 781 -4430 r r- 160 SW 12th "EMUS,' $:10 DEERFIELD BEACH, FL 2 a ) 3S4 fA FJOC (954) VfWW.ENGEXP.COM �� mrtcornumaeee �i �� A RIAIUC L F®BiAhW, P LG DDS r- - --TLap �n ®umnaO1�evc�mm SERIES 300 P=M WWDOW TEST PROTOCOL LARGE AND SMALL MLSSD.E llgPACT ttNlHlH /11/4 �oun�moo��. wea�000�meoomp�oo�- ��000��oow�0000 ��o��000�0000� r N O V) m v m / A {� 0 I L h Z zH rEDGE DMJ a3Pa 11 I �O tA i A p�© O� 3g ® Jb 4 a2NR. (oz�o TM WINDOW AND DOOR, LLC 691 NW 12TH AVE. POMPANO 6EACH, FL (VA) 781 -4430 r r- 160 SW 12th "EMUS,' $:10 DEERFIELD BEACH, FL 2 a ) 3S4 fA FJOC (954) VfWW.ENGEXP.COM �� mrtcornumaeee �i �� A RIAIUC L F®BiAhW, P LG DDS r- - --TLap �O tA i A p�© O� 3g ® N t� r TM WINDOW AND DOOR, LLC 691 NW 12TH AVE. POMPANO 6EACH, FL (VA) 781 -4430 r r- 160 SW 12th "EMUS,' $:10 DEERFIELD BEACH, FL 2 a ) 3S4 fA FJOC (954) VfWW.ENGEXP.COM �� mrtcornumaeee �i �� A RIAIUC L F®BiAhW, P LG DDS �n ®umnaO1�evc�mm SERIES 300 P=M WWDOW TEST PROTOCOL LARGE AND SMALL MLSSD.E llgPACT ttNlHlH /11/4 ' t f 1 Y > .090 BUTA(1TE PVB INTERLAYER Ya° ANN. X° ANN SEALANT)r gF5 DEPTH MIN. (TYP.) a SETTING BLOCK V AT Ya POINTS N. *P�O�IM'lt ERLAYER .090 90P INTERLAYER H.S. Y4' TEMP Y." TEMP i MIN. DEPTH NHSEALANT TP DEI SETTINµIu� SETTING BLOCC mIu AT m AT Ya POINTS m <@> s 9 , .090 SGP INTERUIYER .k VALID ACITE PVB .090 BUTAC I TE PVB Yu° H.S. YN6 H.S. `AIR SPACE YER INTERLAYER SEALANT%- Ys° H.S.° HS. DEPTH MIN. (TYPJ Ya° °ANN. 1 /9' CRASS STOP FOR 1° CLASS H.S. SETTING V4 POINQC y� DEPTH MIN. (TY G! ::.n• DEPTH M�N(TYP.) 1 DEPTH MSEALANT V SETTING BP+ SETTING BLOCK *ANN.Xe' SETTING BAT SETTING BLOCK Ya POINTS q m AT Ya Pm ULTRAFAB AT y Pm 32001 "Mew - 0.174°0 INSULATED GLASS GLAZING BEAD AT Ya POINTS 7 32011 YOM BULB - 0.270 *0 7/16 AND 9/18 CRASS GLAZING SEND AMESBURY 8 - (2) $B X 1 SMS SCREWS AT EACH FRAME CORNER SAE OR 2 MN FOR RECTANGULAR WINDOW SHAPES ONLY 9 *P�O�IM'lt ERLAYER .090 90P INTERLAYER H.S. Y4' TEMP Y." TEMP i MIN. DEPTH NHSEALANT TP DEI SETTINµIu� SETTING BLOCC mIu AT m AT Ya POINTS m <@> s 9 , .090 SGP INTERUIYER .k VALID .090 BUTAAP11B PART Yu° H.S. YN6 H.S. `AIR SPACE jioP SPACE SEALANT%- 0.063' SILL /JAMB /HEADER EXTRUSION 6083 -76 DEPTH MIN. (TYPJ Ya° °ANN. 1 /9' CRASS STOP FOR 1° CLASS H.S. SETTING V4 POINQC y� @) G! ::.n• ... 1 DEPTH MSEALANT V - SETTING BLOCK }� + SETTING BAT S .090 BUTAQTE PVB W ANN. .090 BUTAAP11B PART INTERlAYE0. `AIR SPACE IN SPACE Ye° ANN. 0.063' SILL /JAMB /HEADER EXTRUSION 6083 -76 2 ) Ya° °ANN. 1 /9' CRASS STOP FOR 1° CLASS H.S. SEALANT @) TM -327 1/B' OLASS STOP FOR 9116° GLASS ri 1 DEPTH MSEALANT V - SETTING BLOCK }� + SETTING BAT S Ya POINTS q m AT Ya Pm ULTRAFAB 6 32001 "Mew - 0.174°0 INSULATED GLASS GLAZING BEAD CAL SCHEDULE ITEM PART DESCRIPTION MATERIAL MANUF. /SUPPLIER /REMARKS 1 NMI 0.063' SILL /JAMB /HEADER EXTRUSION 6083 -76 2 ) TM -326 1 /9' CRASS STOP FOR 1° CLASS BOBS -T6 @) TM -327 1/B' OLASS STOP FOR 9116° GLASS 8085 -T8 4 - 0.030" SNAP COYER 6m -T6 S - 0.570' HMH D VINYLS BULB AND a 187° T -SLOT TPE POLYPROPYLENE FOR 8118" (BASS ULTRAFAB 6 32001 "Mew - 0.174°0 INSULATED GLASS GLAZING BEAD AMESBURY 7 32011 YOM BULB - 0.270 *0 7/16 AND 9/18 CRASS GLAZING SEND AMESBURY 8 - (2) $B X 1 SMS SCREWS AT EACH FRAME CORNER SAE OR 2 MN FOR RECTANGULAR WINDOW SHAPES ONLY 9 - SEAM SCALER ACRYLIC SCNNEE- MOREHEAD 19 - SETTRIG BLOCK i° LONG AT 1/4 POINTS HIGH OTNSITY RUBBER 1 - OPTIONAL SURFACE APPLIED MUNTINS 8083 -TB 1 - RAPID STRU49M R0477Q0 STRUCTURAL SOJCONE ELASTOMCM ADHESIVE BY MOVENTIVE PERFORMANCE MATERIALS 1 - ALUMINUM °U" CHANNEL 2' WHO AT EVERY ANCHOR LOCATION (TYP.) 8092 H32 ALULONUM 1 - 8118° XL EDGE (BASS SPACER STAINLESS STEEL ALL METAL 1 7/18° XL EDGE (BASS SPACER STAINLESS STEEL ALL METAL 1 - PRIMARY SERI PIB 1 - SECONDARY SEAT. SRICONE * ONLY APPROVED FOR LARGE MISSILE IMPACT FL #15920.1 I U � O 0 ZI �z�� o$~ z F-1 12- TMW -04 j- 3.033 --^-- 0 I EXPOSED c SURFACES i N I"1 it ow -3.033 ® NOTE: 1 PART #14 Is NOT REQUIRED WHEN USING THIS EXTRUSION .17 00 0 t� 0.0287 °r 0.080 .1 O 0,129 0.080 0.031 0.420 °n „y 0.025 0.07 � 0 0.095 0.030 0.050 b.10 0 o O .17 00 0 t� 0.0287 °r 0.080 .1 O 0,129 0.080 0.031 0.277 O00 Lo Ln 0.022* 0.080 .1 O i 1.139 4 1.000 0.125 12 NOTE: EXTRUSIONS NOT TO SCALE. 's* g 0 0 1 0 T � O:B13 I 0 0 0 FL #15920.1 3 PWpV N m w 0 oZ617 a Q$ Z �N 112- TMW -04 ro 0 M m 0.056 � 0 0.095 r' 0.050 0 o ID I 4./ 0.277 O00 Lo Ln 0.022* 0.080 .1 O i 1.139 4 1.000 0.125 12 NOTE: EXTRUSIONS NOT TO SCALE. 's* g 0 0 1 0 T � O:B13 I 0 0 0 FL #15920.1 3 PWpV N m w 0 oZ617 a Q$ Z �N 112- TMW -04 FRAMES OF NON RECTANGULAR SHAPES SHALL BE WELDED TOGETHER IN LIEU OF SCREW SPLINE ASSEMBLY (TYP.). N �y9 SEAM SEAL MAY HAVE TO BE REAPPLIED IN THE FIELD BEFORE INSTALLATION OF WINDOW, INSPECT ALL JOINTS TO ENSURE A PROPER SEAL (TYP) FL #15920.1 #Bx 1° GRADE 2 SMS (FOR 90° CORNERS ONLY) -°' ii oq E W2 8 4g alu o� ce 0y� z MAO 0 cl Z H 3 f 12- TMW -04 I ENGINEERING EXRRESS" Product Evaluation Report August 23, 2012 Application Number. FLB Project Number. Product Manufacturer. Manufacturer Address: Product Name & Description: Scope of Evaluation: FL# 12- TMW-04 TM Windows, LLC 601 N.W. 12th Ave. Pompano Beach, Florida 33069 Series 300 Aluminum Fixed Window Large & Small Missile Impact Resistant This Product Evaluation Report is being Issued in accordance with the requirements of the Florida Departmentof Business and Professional Regulation (Florida Building Commission) Rule Chapter 9N- 3,005, F.A C., for statewide acceptance per Method 1(d). The product noted above has been tested and/or evaluated as summarized herein to show compliance with the 2010 . Florida Building Code and is, for the purpose intended, at least equivalent to that required by the Code. Re- evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: • PRODUCT EVALUATION DOCUMENTS FLB drawing #12- TMW-04 titled "Series 300 Aluminum Fixed Window", sheets 1-8, prepared by Engineering Express, signed & sealed by Frank L. Bennardo, P.E. is an integral part of this Evaluation Report. TEST REPORTS Uniform static structural performance has been tested in accordance with TAS 202 test standards per test report(s) #0611.01 -12 by American Test Lab of South Florida (ATL). Large missile impact resistance and cyclic loading performance have been tested in accordance with TAS 201,202 & 203 test standards per test report(s) #0611.01 -12 by American Test Lab of South Florida (ATL). • STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: 1. Anchor Spacing 2. Maximum Allowable SizelPressure Combinations 3. Architectural Shape Options 4. Glass Capacity 5. Anchor Capacity No 33% Increase in allowable stress has been used in the deli. 160 SW 12TH AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954 -354 -0660 FAX: 954- 354 -0443 WWW.EMGEXP.COM f . 4_i..; .6 ENGINEERING 23, 2012 TM Window, LLC. — Series 300 Aluminum Fixed Window (LIQ Page 2 of 2 The following are approved for use in the HVHZ as specified in their corresponding NOAs: • DuPont SG interlayer (NOA # 11- 0624.02) • DuPont PVB Interlayer (NOA #11- 1118.03) Impact Resistance: Large and Small Missile Impact Resistance has been demonstrated as evidenced in previously listed test reports, and is accounted for in the engineering design of this product. Wind Load Resistance Each product has been designed to resist wind loads as indicated in the design schedule(s) on its respective Product Evaluation Document (i.e. engineering drawing). Installation Each product listed above shall be installed in strict compliance with its respective Product Evaluation Document (i.e. engineering drawing), along with all components noted therein. Each product component shall be of the material specified in that product's respective Product Evaluation Document (i.e. engineering drawing). Limitations & Conditions of Use: Use of each product shall be in strict accordance with its respective Product Evaluation Document (i.e. engineering drawing) as noted herein. All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in each product's respective anchor schedule. Host structure conditions which are not accounted for in each product's respective anchor schedule shall be designed for on a site - specific basis by a registered professional engineer. All components which are permanently installed shall be protected against corrosion, contamination, and other such damage at all times. Each product has been designed for use within the High Velocity Hurricane Zone (HVHZ). 160 SW 12" AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954 - 354 -0660 FAX: 954- 354 -0443 WWW.ENGEXP.COM Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 209567 Scheduled Inspection Date: March 25, 2014 Inspector: Rodriguez, Jorge Owner: FABRICIO M DE FREITAS, MARCIA H OPURAO Job Address: 80 NW 92 Street Miami Shores, FL 33150- Project: <NONE> Contractor: ABEC ENTERPRISES USA INC Building Department comments REPLACING 5 WINDOWS WITH IMPACT Permit Number: WS -10 -13 -2253 Permit Type: Windows /Shutters Inspection Type: Window Door Attachment Work Classification: Window /Door Replacement Phone Number Parcel Number INSPECTOR COMMENTS False 1131010160090 Phone: (954)849 -0959 Inspector Comments Passed CREATED AS REINSPECTION FOR INSP - 205465. CREATED AS REINSPECTION FOR INSP- 205378. CREATED AS REINSPECTION FOR INSP- 200495. Open up wall on both sides of windows. remove cap at column Failed ❑ Supply structural attachment from Eng. for 2 x 4 used on windows. 1. Same as above. Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 24, 2014 For Inspections please call: (305)762 -4949 Page 27 of 36 4W • "% - F MEMBER: AMERICAN 11 .i, INSTITUTE OF ARCHITECTS �CHIUCi V j} U AA26001907 March 18, 2014 Miami -Dade Building Department 11805 SW 26 Street Miami, Florida 33175 -2474 RE: Borges / DeFreltas Residence 80 NW 92nd Street Miami Shores, FL. Permit No: WS 10-13 -2253 CERTIFICATION LETTER This letter is to certify that the 2x4 window buck is fastened to concrete jamb & header with 3/16" tapcon @ 6" from the edge @ 12" o.c. The installation of the window to the buck is done according to the manufacturer's specification (shop drawings). If we can be of further assistance, please do not hesitate to contact our office. He drik . De F1loWA1AVj'_RB D ELLO ARCHITECTURE HDM 911 Southwest 180` Street - Boca Raton, FL. 33486 Tel. 954/671.0203 Fax. 954/418.0422