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WS-11-1178Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 161493 Permit Number: WS -6 -11 -1178 Scheduled Inspection Date: July 18, 2011 Inspector: Bruhn, Norman Owner: DAILEY, RICHARD Job Address: 10402 NE 2 Avenue Miami Shores, FL 33138- Project: <NONE> Contractor: RENCO DEVELOPMENT INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number (786)395 -3369 Parcel Number 1121360130650 Phone: (954)212 -0801 Building Department Comments REPALCE WINDOWS TO IMPACT WINDWOS Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments July 15, 2011 For Inspections please call: (305)762 -4949 Page 15 of 35 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Typ : BUILDIN ROOFING Phone#: S 33 L OWNER: Name (Fee Simple Titleholder): C\r‘ Address: 1 O 1,-1- P L . W' AWL. City: M'~ a,- State: t-- Zip: V3131 JUN 2 `u Permit No. JiS 1 a I -' — Master Permit No. Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: 1 0 j{""-N 2. PM- City: Miami Shores County: Miami Dade Zip: c3 3 3 Folio/Parcel #: 11-2-%3s- 0 1 3 o (a S 0 Is the Building Historically Designated: Yes NO ./-- Flood Zone: CONTRACTOR: Company Name: ''E.to ^., is (' ¢� • Phone #: 96% ' ° ". - 1v Address: 4-3 ` ee% 1, A w3 is. 'JP 13 Z.4 2, City: IA %1Z-44/4-. State: ft- Zip: 3 'V° 2-71 Qualifier Name: % va 3f'.... G a`YO 04 Phone#: 1 S ct - 9 Va ° Wirtg State Certification or Registration #: GOk C. % % el t-711 Certificate of Competency #: Contact Phone#: 4 5 it - 'VG - Zo 3-1 Email Address: i<4•4 A A-4 C") el.& a'c-ao, ;-.P1=-1- ®P e-iii 141 . CA) aw DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ 6 5,(.. Square/Linear Footage of Work: Type of Work: ❑Addition 13,t� ❑Alteration ❑New ¢ Repair/Replace ❑Demolition Description of Work: g ' ‘ax. -., /to id .r,1J -. ) A W l 2c� /0 * * * * * * * * * * ** * * * * * * * * * * * *** * * * * * * * * ** Fees * * * * * * * * *****ue ► * ******* * * ** ******a *** * *** ** Submittal Fee i �� � Permit Fee $ �� CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ �� 4 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for FT.RCTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S Afir'IUAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will t be approved and a reinspection fee will be charged. Signatures `/J (�� r,�' (- Signature The foregoing instrument was acknowledged before me this oP4 day of .l d✓fief , 20 )/, by i? cLs d4 t)w C' 7 who is txsonally.known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: * * * * * * * * * * * * * * * * * * * ** APPROVED BY Contractor The foregoing instrument was acknowledged before me this ?r . day of irw6- , 20 A , by it/4421,46- Lid ref\ , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Co a 1 A/ AGO s' w * * *.. * * ** * * * * * * *. > ** * * * * * * * * * * ** s ar) -(i Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) . LESLIE LAWRENCE fikary Public - State of Florida • My Comm. Expires Jan S, 2014 Commission • OD 950233 Zoning Clerk 111111111111111111111111111111111111111111111 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. 11~ {la TAX FOLIO NO. 11 !I3‘`De3 °o o STATE OF FLORIDA: COUNTY OF MIAMI -DADE: STATE OF FIOR THE UNDERSIGNED hereby gives notice that improvements will be madebllMENiterf property, and in accordance with Chapter 713, Florida Statutes, the followifi1le is provided in this Notice of Commencement. WITNESS my HARVEY RUVIN, C By - CFN 2011R0463967 OR Bit 27755 Ps 4977; Oips'r RECORDED 07/14/2011 10:22:21 HARVEY RUVINr CLERK OF COURT i1IAMI -DADE COUNTY? FLORIDA LAST PAGE Space above reserved for use of recording offict 1. Legal description of property and street/address: 014 61. L..° poS6,, ry far, S ,,� s f - -L 13 c 3 S' 2. Description of improvement: W i J0 a 3. Owner(s) name and address: is .C16t„v J \..a.1 Interest in property: Ow Nett- 10 4 O'�-- N !h 67r4",‹ Name and address of fee simple titleholder: 4. C retractor's name, address and phone number. n . n c t I VA, ,6y ry %/ 14- 9.j Sw )3\ taw._ Ib'►:r�,,,.z„ I .SL- 373 6-1-1-' 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number Amount of bond $ 6. Lender's name and address: iJ / A' 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: I 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of • .` = • r 0 er( , thorized cer /Director /Partner /Manager Prepared By �1 ''`II�;�, Prepared By Print Name i�J� /' Print Name Title/Office Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this By kC .t.z A . Ale "Individually, or ❑ as for ❑ Personally known, or ❑ produced the following type of identification: Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Signature(s) of Owner(s) or Owner(s)'s Authorized Officer/Director/Partner /Manager By By Ie day of IVliami 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. .'7 COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXCEMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY 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: V4--- co \ o P c- BUSINESS ADDRESS: °("32q Its 131 LAf'E CITY (I +RAMS• STATE FL-- ZIP CODE 3 Z-1 BUSINESS PHONE: ( °64 ) `11 e V$4 FAX NUMBER ( 9 54) ZI `v - 0801 QUALIFIER'S NAME: KvA)A °ik Imo` krDeJ C-6►C. t5 1ocit,i CELL PHONE (___) QUALIFIER'S LIC NUMBER: E -MAIL ADDRESS (IF APPLICABLE): I4w' AAA ev" e_ r T. G° Created on 3119109 BY MLDV 1 RV 3126109 MLDV STATE OF FLORIDA IMPARTMENT OF BUSINESS MW PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 WILSON =AMR LORENCO Immo immommuT INC 4328 SW 131 LANE #13202 MIRAMAR FL 33027 Congrakdationsl With thb license you beam One d the nearly one rnIllIon Roridians licensed by the Department of Business and Professional Regu !Mon. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants and they keep Rorida's economy stwmg. . Every day we work to improve thevray we do business in order to serve you better. For inforiaalitat about our services please Icg onto wwwanylloridalleense.com. There you can find more infrwmation about our divisions and the regulations that impact you, subscribe to department newsletters and learn Mlle about the Department's initiatives. • Our mission at the Department is: License Eflidently, Regulate Fairly. We constantly *We to serve you betier so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new licensel DETACH HERE ...... .... - 08 30 2010 BATCH NumBER 34 77= 04-29-2010 ALEX SINK STATE OF FLORIDA CHWPFINANCIALOFFICER DWARTM NT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CSITIFICATE W BETWN TO BE =RFT FROM FLIBUDA TION LAW * CONSTRUCTION INDUSTRY EXEWsTION This certifies that the individual listed Flow has elected to be exempt from Flails Worker( Compensation law. EFFECTIVE DATE 04/29/2010 EXPIRATION DATE 04/28/2012 PERSON: WILSON FEiN: 204242568 BUSINESS NAME AND ADD1 RENCO DEVELOPMENT INC 4328 SW 131ST LANE 013202 MIRAMAR FL 33027 SCOPES OF BUSiS OR TRADE 1- ORAL comma= KWAME IMPDRTANT: Pmsaast to Mader 440 . 05114t F.L. an officer of a ampcmttco who elects azempliae from this simpler by thing a =militate d ateettoo ander this section may Dot recover benefits or componsalan under this chapter. Parson to Chapter 440.0202Z F.S., Candlemas of election to be etocept.., testy only Within tho Scoff of the Madness or trams listed on Dim notice of elution m be ramp Penman to Chaps 44a0N1N F.L. Notkes of etcetima o be eat gall macaws of election to he exempt shad he salon to rem 0, d any item after tie Wag of the nod= ar the isnance of the corldiceln, the pones nand on the nodal or certificate an tamer meets the tegairensents of this section tor Issas= al a Mute. The dspertentsa shall revoke a aanifiate at nay thaa far Warm al tiro person named on the certificate to meet the of tids swan. OWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09-06 QUESTIONS? (850) 413 -1609 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPARTM58T OF FINANCIAL SERVICES DIIEN OF WORKERS' oomaisirnos CONSTRUCTION II®USTRY CERTIFICATE OF ELECTION TO EU18PT FROM FLORIDA VYO Tel LAW EFFECTNE 04/29/2010 EXPIRATION DATE: 04/28/2012 PERSON KWAME WILSON FEINt 204242588 BUSINESS NAME AND ADDRESS: RENCO DEVELOPMENT INC 4329 SW 131ST LANE 913202 MAUAF1 FL 33027 SCOPE OF BUSINESS OR TRADE 1- MINERAL CONTRACTOR IMPORTANT F Patesit to 40.1:15(141, 40.1:15(141, F.S, an officer of a who O rs elects exempts* fawn this chapter by ff� a certificate of election I- mtder this section me not nmmner benefits sr compensathm under this D chapter. Permed to Cif 440.111412L FS, Cardamoms of election to be H extanpt_. apply only within the scope of the business or trade listed on E the notice of shekel to be exempt E Pursued to C 440.IM[13). F.S, Makes of election to be exeunt and cerdficomo of election to be exempt shall be subject to tomcat= at any time after the filbla of the notiee or the Issuance of the Certifhate, the parson mod an the notes or certificate no low rtauFs the remdrtunents of this scion for tee of a certificate. The department shalt revoke revidteacertifieate at any time for failure of the person tamed of the certificate to meat the requiremenin of this swiket 011ESTIONS7 (850) 413 -1609 CUT I'I RE • Carry bottom portion on the job, keep upper portion for your records. DWC -252 CERTIFICATE OF RE NON TO BE EXEMPT REVISED 09-00 �,. .z.., MI -1 mow • • 1 — :►�a�71I r tfl 115 S. Andrews Ave., Rm. A-100, Ft Lauderdale, FL 33301 -1895 — 954- 831 -4000 VALID OCTOBER 1, 2010 DOA: Business ice:RENCO DAiJELOPPIENT INC Owner Name: MANE WILSON Busine a Locatipn;13212 NW 15 ST PEMBROKE PINES BusktesS Phone: 954- 993 -2039 Rooms Seats THROUGH SEPTEMBER 30,2011 Rapt* 180 -7138 L CONTRACTOR Business Type:) &DRAY 1 Business O ted:04/05/2006 SisteiCounbi/CertIRegpcacisio927 Exemption Code :NaNEXSMPT For Vending Business Only THIS RECEIPT MUST BE THIS BECOMES A TAX RECEIPT WHEN VALIDATED Mailing Addrt: KWAME WILSON 13212 NW 15 ST PEMBROKE PINES, FL POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS This tax is levied for the privilege of doing business watrin Bamford County and is non- regulatory in nature. You must meet ail County andfor Murdcipality planning and zoning requirements- This But tress Tax Receipt must be transferred when the business is sold, Isisiness name has changed or you have moved the business location. This receipt does not hureate that the imminess is Legal or that it is in comp a wrl h State or local laws and regulations. 33028 2010 - 2011 Receipt *05C -09- 00033039 Paid 09/24/2010 27.00 NUattairosaammumc --- ---- -- .�- Tax Amount Transfer Fee NSF Fee PimaitY Prior Years CoVedian Cost Total Paid 27.00 0.00 0.00 0.00 0.00 0.00 27.00 THIS RECEIPT MUST BE THIS BECOMES A TAX RECEIPT WHEN VALIDATED Mailing Addrt: KWAME WILSON 13212 NW 15 ST PEMBROKE PINES, FL POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS This tax is levied for the privilege of doing business watrin Bamford County and is non- regulatory in nature. You must meet ail County andfor Murdcipality planning and zoning requirements- This But tress Tax Receipt must be transferred when the business is sold, Isisiness name has changed or you have moved the business location. This receipt does not hureate that the imminess is Legal or that it is in comp a wrl h State or local laws and regulations. 33028 2010 - 2011 Receipt *05C -09- 00033039 Paid 09/24/2010 27.00 OP ID: AM '`�� °RO CERTIFICATE OF LIABILITY INSURANCE x/1°11 THIS CERTIFICATE 15 ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policyQes) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER 954-731-5566 W.F Roemer Insurance Agency 954%31 -8438 William F. Dowd P.O. Box 190869 Fort Lauderdale, FL 33319 Jonathan F. Remes CT PHONE FAX INC. No. Extl: (A/C, No) E-MAIL ADDRESS: CER RENCO -1 INSURER(S) AFFORDING COVERAGE NAIC 0 INSURED Renco Development, Inc. 4328 SW 131 Lane #13202 Miramar, FL 33027 INSU�A :Vinings Insurance Company 16632 INSURER B DAMAGE TO RENTED urenw) PREMES cEa om INSUr:ERC: INSURER D : X INSURER E : $ 5,000 INSURER F : REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE USTED 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 CONDPfIONS OF SUCH POUCIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS LTR TYPE OF INSURANCE 1NSR NAM POLICY NUMBER GLP010164900 POLICY EFF jE®riDD/YYYY) 04118111 POLICY EXP (6MrtDD1YYYY) 0 04/18/12 LIMITS EACH OCCURRENCE $ 1,000,000 A GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY OCCUR X DAMAGE TO RENTED urenw) PREMES cEa om $ 1,000,000 CLAIMS -MADE X MED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEML AGGREGATE UMIT APPLIES PER: n LOC PRODUCTS - COMP/OP AGG $ 2,000,000 � I POLICY —1 FECOT- $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE UMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ $ UMBRELLALIAB EXCESS MB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ WORD COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER /EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS Y / N N / A WC STATU- 'OTH- (TORY LIMITS ER EL EACH ACCIDENT $ EL DISEASE - EA EMPLOYEE $ below EL DISEASE - POLICY UMIT $ DESCRIPTION OF OPERATIONS 1 LOCATIONS / VEHICLES (Attach ACORD 101, AddWonal Remarks Schedule, it more space Is required) MIAMIS2 Village of Miami Shores SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 NE 2 Ave. ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores, FL 33138 AUTHORIZED REPRESENTATIVE G // .J /� ACORD 25 (2009109) © 1988-2009 ACORD CORPORATION. All rights resery ed. The ACORD name and logo are registered marks of ACORD PRODUCT APPROVAL REVIEW FORM ADDRESS: 10402 NE 2ND AVE MIAMI SHORES, FL 33138 QTY OPENING OPENING LOCATION ZONE LOCATION ZONE 4 SIZE NOA NUMBER OR FL NUMBER NOA DESIGN PRESSURE RATING REQUIRED DESIGN PRESSURE RATING WATER MULL GLASS CONNECTION TEST ANCHORAO EGRESS THICKNESS TYPE NEEDED E REQUIREMENT SHUTTER REQUIREMENT . WATER INFILTRATION REQUIREMENT WIDTH 53 HEIGHT 8088 ( +)PSF (-IMF ( +)PSF (r)PSF YES NO YES NO YES NO 1 W-1 09-0105.02 80 90 64.7 69.4 7/16" TAPCON NO X X X 1 W -2 ZONE 4 1918 38 112 07-0402.04 61 61 54.7 59.4 7/16" TAPCON NO X X X 1 W-3 ZONE 4 37 80 818 08-0608.11 80 80 54.7 89.4 7/18" TAPCON NO X X X 1 W-4 ZONE 4 37 8088 07-0402.04 61 61 54.7 69.4 7/18" TAPCON NO X X X 1 W-5 ZONE 4 37 80 68 07-0402.04 01 81 64.7 59.4 7/18" TAPCON NO X X X 1 W-6 ZONE 4 8318 50 518 09-0105.02 80 90 64.7 89.4 7/18" TAPCON NO X X X 1 W -7 ZONE 5 74 03 09-0105.02 80 90 54.7 69.4 7/18" TAPCON NO X X X 1 W-8 ZONE 4 74 50 518 09-0105.02 80 90 54.7 69.4 7/18" TAPCON NO X X X 1 W-9 ZONE 4 8318 50 518 09-0105.02 80 90 64.7 59.4 7/16' TAPCON NO X X X 1 W-10 ZONE 4 37 3838 09-0105.02 80 90 64.7 69.4 7/16" TAPCON NO X X X WINDOW CONNECTION TO BLOCK USED 1/4"X 2 3/4" WHITE TAPCON SCREWS BUILDING HEIGHT 15' WIND SPEED= 148 M.P.H IMPORTANCE FACTOR= 1.0 EXPOSURE CATEGORY= C WIND ANALYSIS PER ASCE 7 -06 MARLIN BRINSON, P.E. ENGINEER SIGN/SEAL FON T. PRESSURE CALCULATIONS BASED ON STRUCTURE HEIGHT OF (5 FEET BATHROOM KTCHEN BEDROOM =,L C'"'A no c � - L 1 co CO D 0 ® rn - 0 Ni Z z D m IAPPROVED Iu co 3 o• co to m An ND i.I I uuMruANL.t wI1!i ALL FEDERAL AND COUNTY RULES AND REGULATIONS 'vi MI o W1101_00,04 COP* cum ei • 4 Nt'1._ t t. tOCCOy 2r..C.1)1:C1' co:Traci. Dr:rioN NOTICE OF ACCEPTANCE (NOA) T.iL 77itieen (01 NW 17' Ave, Pompano BeAch, FI -11.not Scoiv NO,A, ▪ trneleir the -7;74.1.c.',7474.7 ani r41:70.1.ati0115 governing the use of construction materials. The docu▪ mentation submitted has been reviewed by Miami-Dade County Product Control Division and aC.7.7ptec1 bv the Board efp.3.4e,,s and Aorx_sAls (BORA) to he used in Miami Dade County and other 9re4,41 wlere 11.oweil by the Authority Having Jurisdiction (ART). hk NOA s1 not valid after the expiration date stated below. The Miami-Dade County Product rontreil Division (Tii Miami Dade County) and/or the AT-I1 (in areas other than Miami Dade Cotuity) reserve th e right to have this product or material tested for ouality assumnee purposes. If this product or material fails to rt..-c-r04 fu in the accepted manner the manufacturer will incur the expense of such testing and the ARI may immediately revoke modify, or suspend the age of such product or material within their jurisdiction. BORA reserves the right to revoke this aeceptance . if it is detelluined by Miami-Dade County Product Control Division that this produet or material fails to meet the requirements of the applicable building code. This product is approved described herein; and has been designed to comply with the Florida Building rode including- the. Fri gh Vericity Hurricane Zone. DFSCRIPTION: Series 805 Aluminum Horizontal Rolling Window APPROVAL DOCITIVIENT: Drawing No W08-81. titled "Series 805 Alum. Horizontal Rolling Wdw. (1.:m T r Fliezts 1 *trough 6 of 6. dated 09119108. nrcoaredhy M-Faroon Corporation, signed and sealed by T-Turnayourk Farooct P F bearing the I'vfia-mi.Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miarni-Dade County. Product Control Division. MISSTIF IMPACT RATING! Large and Small Missile !nit Rest Ault LABELING: Each unit shall hear a permanent label with the manufacturer's name or logo, city, state and following statement- "Miami-Dade Count.-y- Product Control Amiroved", unless otherwise noted herein. RFNFWAI., of this NOA shall be considered after a renewal application has been filed and there has been no change in the aeolieable building code negatively affect:int:4: the peeformance of this product. TERWNATION of this NO A will occur afier the expiration date or if there has been a revision or change 41 the material,. rnicvor manufaeture ofthr reeednet or orocess Misuse of this NOA as an endorsement efrtv yr:JO-Het. fhr qq1e,s Chttrii5-ling Or any other fro tposes shall automatically WI utinate this NOA. Failure ,.0.7777.4V with any seCt1 fthis NOA. shall :-...sege, re.: tem ination and removal of NOA. A TWEIRTISEMFNT.: The NO. A. number preceded by the words Miami-Dade County, Florida, and fello-Lved tn,- the expiration date ina-," disolavz.'d ja advertising literature. If any portion of the NOA is displayed. then it shall be done in its entirety. INsrEcrinN,, A copy of this. entire NOA shall be provided to the user by the manufacturer or its Fr ei:710:11 :31" ■C)17. site at the reqUeST ofthe Building Official. This NOA revises...Awl eenewQ No A gc16-0179,07 !,Ind consists of this page 1 and evidence pages E-1 and rik-Altic.roDd • MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 ,1,--EST- FLAGLER STREET, SUITE 1603 11/411A.14f1, ORTDA 33130-1563 (3051 375-29-n1 FAX I:3151774339 www.matinidade. ovibuildinecode . /44" / NOA No. 094105.02 Expiration Date: May 13, 2014 Approval Date: Marco 4, 2009 Page I T.M. Window & Door LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W08-81, Sheets 1 through 6 of 6, titled "Series 805 Alum. Horizontal Rolling Wdw. (L.M.I.)", dated 09/19/08, prepared by A1-Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC. TAS 203-94 6) Forced Entry Test, Der FBC 2411 3.2.1, TAS 202-94 along with marked-urs drawings and installation diagram of aluminum horizontal rolling window. pronared by Fenestration Testing Laboratory, Inc., Teat Report No. FT-L-5'457. dtated t...;1;.27*„..0Fs. sir,ncd sFa1,7iri b-y- Carlos Riond, . P`.E, 2, Test reports on: 1) Unifo.fin Static Air Pressure Test, Loading per FBC TAS 202-94 St net. F-Fi 7()1-94 3) Cyclic Wind PTC3SLITC Loading per FBC, TAS 203-94 r:-I'LVir;f7~: (. in.:-,1;latior, di:321.am of &lir-A nurn horizontal rolling window, -prepared by Fenestration Testing Laboratory, Inc., Teat Report No. 071.47d snaricci Inv --Mihael R. Wcy.rel P,E,, 3. Test reports on: 1) Air Infiltration Test, per PBC, TAS 202-94 f„..tifz-3.1-r7 1:,x):Iding FRC, TAS 292 -94 3) Water Resistance Test, per FBC. TAS 202-94 T7S7r, 17,77 FBC TA S 217:7. -94 5) Cyclic Wind Pressure Loading per FBC. TAS 203-94 741- 7 j1 1, 7 antl :z7, 7'02-91 along with marked-up drawings and installation diagram of alum horizontal rolling T ihonrcry, , Test R,c-Port FT-946. dat1 1 114/07 ,Tied & qezl. fed by Fdrnundo [,argaespada, P.E, Test reports on: 1) Uniform Static Air Pressure Test. Loading per FBC. TAS 202-94 T177.71-W.: Tent Tier FRP T:0,.°":-, :101 3) Cyclic Wind Pressure Loading per FBC. TAS 203-94 7717',-.7.Z!;d dialznrn cf ci-arn,inurn horiznntai rolling window Cic7.01, prepared by Fenestration Testing Laboratory, Inc.. Test Report !rel 7:1;4, 17,1f-7..14:7n7)7(714.17 Manuel Prilithut Control (xamti er NOA Na. 0911r5,02 175ati,; May 13, 2014 ;roltur too 4, 2.U4)9 T.M. Window & Door LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2004 and 2007, prepared by AI-Farooq Corporation, dated 10/24/08, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300-02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). F.. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07-1116.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SeutryGlas ® Plus" dated 01/03/08, expiring on 01/14/12. 2. Notice of Acceptance No. 06-0216.06 issued to Solutia, Inc. for their "Sallex 1116 Clear or colored Luterlayer" dated 05iO4/06, expiring on 05121/11. 3 Notiiie of Acceptanix No_ 034H 7M 7.111 issued to Surface Specialties, Inc. for their "UvEkf,i 4 LarkiLizi,ti„,. Gliass cf. dazed 01/29/04, expiring on 02/0E/09. F. STATEMENTS 1, ■.e-ti,2ir of i datz,c1 October 24, 2008. signed and sealed bY HI TM :74 -yro.tn Far000:. P.E. • 7: 45red Octob,e,r 24, 2008. sig-ned and sealed bv Fittniayoun Faroou, P.E. 1,..ai7.1oratory compliance letter for Test Report no. FTL-5457, issued by Fenestration Test in,..-; Laboratory Inc., datcd March 13, 2008, . signnd and sealed by Carlos S. Rifrntla. 4. LaTaic.Tv cc:rnpii= iettz,r f:).7. Test Report T. . FfL5459. issued by Fenestration Testicig Lahoiatory, h Felon.lar-y- 21, 2.008, sigrAed and scaled by Michael R. Wc,nzei, G. OTHER. 1„ No-z-jec af ACciTintarIzo Na. 06-!71329.02. isued to T.M. Window .kr Door Co. for their eri "805" AlirmirtUM Horizontal Rollint Window w/ wo Reinforcement L.1\41, approved co l:17/11.106 and expititio o 0511/09. vi - Manuel Perez Product Control ENtaninyr NO A. N. 09~4---.02 Empiration Bute: Ylny 13, 2014 Afioi-o-val Dalt. Mud 4, 2609 .090° INTERLAYER 'I SAFLEX III0 BY SOLUTLA SILCONE GE RGS7700 j DOW CORNING 995 s I l� 7/16° OVERALL GLASS TYPE 'A° 0 a 3/16° HEAT 5TREN'0 GLASS 090° INTERLAYER :4 SE.NTRYGLAS PLUS BY DIPONT j - 3/16" HEAT STREN'D GLASS I SILICONE 0E RC57700 DOW CORNING 995 7/13° OVERALL GLASS TYPE 'R' \3/16° HEAT STREN'D GLASS ANN. 0L9$5 120" INTERLAYER 4 ` UVEKDL -1.10 RESIN >\ 1� BY 'SURFACE SPECIALTIES INC.' ! -3/13° HEAT STREN'D CLASS �,, , 11 f i SILICONE , 0E RG57700 / DOW CORNING 995 \\I 1/2° OVERALL GLASS TYPE 'C' 120° INTERLAYER -- UVEKDL -U0 RESIN II 93 'SURFACE SPECIALTIES INC. I 3/16" ANN. GLASS I SILICONE r GE RGS7700 DOW CORNING 995 0� I/2° OVERALL CLASS TYPE 'I)' GT AZu s OPTION'S SERIES On ALUMINUM HORIZONTAL ROLLING WOE. DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 1 & 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R. /H.R. OR HORIZONTAL ROWNG WITH OTHER MIAMI —DADE COUNTY APPR'D WINDOWS USING MIAMI —DADE COUNTY APPROVED MUWONS tN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL. WILL APPLY TO ENTIRE SYSTEM. AIX_ ANCHOR REGD. FOR INSTALLATIONS INTO WOOD STRUCTURES OR THRU WOOD BUCKS IN'0 MASONRY FALSE MUNTINS (SURFACE APPLIED) MAY SE USED •, 74° MAX. WINDOW WIDIN 3. 14 7/8° MAX. ",.H6AD SILL 6" MAX. HEAD /SILL CORNERS THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA 80101NG CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 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 2004/2007 FLORIDA BLDG. CODE SE0110N 2003.8.4. 32 7/8" D.L. OPO. 37 1/2° VENT WIDTH TYPICAL ELEVATION D.L OPG. .tiU UK UR n11,ZO MAXIMUM DESIGN LOAD RATING — PSF FOR SIZES SHOWN ABOVE OR SMALLER GLASS TYPE °A' 0 TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' EXT.( +) INT.( —) Ext.( +) 1N.( —) EXT.( +) 1NT.( —) EXT.( +) INT.( —) 60.0 90.0 90.0 130.0 90.0 90.0 55.0 55.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5 -DEC -219 THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. LSHUTTERS ARE NOT REQUIRED. Engr. 09. HUMAYODN CAR040 WREN:TURES P.A FE . 1_-0667 CAN. . 01101:,12.17 a1 ?;w,4;WL7 Fs". I1,. 1 Miv 8 drawing no. W08 -81 (sheet 1 of 5 ADDL. ANCHOR REDD. FOR INSTALLATIONS INTO. WOOD STRUCTURES OR A THRU WOOD BUCKS INTO MASONRY FALSE MUNTINS (SURFACE Y BE USED MAY 111° MAX WINDOW WIDTH 14 7/8° 3° MAX. 8° MAX. 3„ HEAD '1 I HEAD /SILL SILL I I CORNERS t-- c 32 7/8" D.L OPG. 97 5/8" 33 1/2' 0.1. 000. 32 7/8" D.L. 0P0. VENT WIDTH 37 8/8" VENT WIDTH /WA ❑16L''D MAXIMUM DESIGN LOAD RATING — PSF FOR SIZES SHOWN ABOVE OR SMALLER GLASS TYPE 'A' CLASS TYPE 'B' GLASS TYPE 'C' EXT.( +) INT.( -) EXT.( +) 1NT.( —) EXT.( +) INT.( —) 80.0 90.0 80.0 130.0 90.0 90.0 in ADDL. ANCHOR REOD. FOR INSTALLATIONS INTO WOOD STRUCTURES 0R-4 THRU WOOD BUCKS 8470 MASONRY \� FALSE MUN1INS (SURFACE APPLIED) �` MAY BE USED ,AI �ICAL EL�A�ONSEL�A�ONS so 111' MAX. WINDOW WIDTH 14 7/8' 3" 8' MAX. HEAD /SILL CORNERS 4 SILL 3" - I -j 1, 16 24 5/8" D.L 0P0, 29 1/4' 'W VENT WIDTH 50" MAX. D.L. OPG. 24 5 /8° D.L. OPO. 29 1/4" III��� ---- -- VENT WIDTH XOX SIZES MAXIMUM DESIGN LOAD RATING — PSF FOR SIZES SHOWN ABOVE OR SMALLER CI A88 TYPE 'A' GLASS TYPE 'B' EXT.( +) INT.( —) EXT.( +) 1 NT.( —) 80.0 90.0 90.0 130.0 'Engr: DR. HUMAYYLM 47000 STRUCTURES FIA PF. 818467 C.A.N. 35338 L',Iv' • NOTE; GLASS CAPACITIES ON THIS SHEET ARE '% BASED ON ASTM El 300 -02/04 (3 SEC. GUSTS) r''''77„ AND FLORIDA BUILDING COMMISSION NOV U 05 20118 L °` DECLARATORY STATEMENT DCA05— DEC -219 1 drawing no. W08 -81 (shoot 2 of 6 ) 181_ WOOD BUCK \ el 4 TYPICAL ANCHORS �."--SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. i FOR SPACING 2 PER CUP PH SA1S MIAMI -DADE COUNTY APPROVED MUWON & MULLION ANCHORS SEE SEPARATE NOA 4° LONG 911ND LOAD co. TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 ITYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. .1IPICAL. AKINE1 SEE ELLN. FOR SPACING 114" DLa ULTRACON BY 'ELCO' (Fum177 1151. Fy-155 AST) INTO 2BY W000 BUCKS OR WOOD STRUCTURES -1/2" MIN. PENETRATION INTO WOOD THOU 181 BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -5/8" MIN. EMBED INTO CONC. OR MASONRY 1J4" TEKS OR SELF DRILLING SCI (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8° THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #14 SMS OR SELF DRIWNQ SCR INTO MIMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .100 °) (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2° MIN. INTO WOOD STRUCTURE = 1° MIN. INTO METAL STRUCTURE = 3/4° MIN. CONCRETE Po = 3000 PSI MW. MASONRY Pm = 1500 PSI MIN. • SEAL/0_113j ALL FRAME .MID VENT JOINTS AND CONNECTIONS SEALED WITH - SILICONE OR ACRYUC SEALANT. j 44 W2- TYPICAL ANCHORS SEE ELEV. FOR SPACING WEEP HOLES; WI 1 -1/4° X 1/4" WEEPHOLES WITH PLASTIC BAFFLE AT 4 -7/8" FROM EACH END AND AT MIDSPAN W2 1 -1/4" X 1/4" WEEPHOLES AT 4 -7/8" FROM EACH ENO AND AT MIDSPAN W3 m 2" LONG WEEP NOTCH AT EACH END W4 1° LONG WEEP NOTCH AT 32° FROM EACH END it • PRc ut8MIMEO SIRUI CTL 2ES Asex e¢tg!M :0140 031Qp FlA CAN 38 %¢ / TYPICAL ANCHORS 3 PER CUP sheet 3 of 61 ve SHIM —MAR. METAL STRUCTURE VENT WIDTH t/a• MAX. SHIMS -SCREENS OPT. -Tirialir-- 111M1191111MIENNI a TYPICAL ANCHORS SEE ELEV. FOR SPACING \1ST WkOD BUCKS TYPICAL ANCHORS SEE ELEV. - FOR SPACING EXTERIOR WINDOW WIDTH X0 LAYOUT OR OPPOSITE TYPICAL ANCHORS • SEE ELEV. • 7,•• FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING D.L.O. EXTERIOR WINDOW WIDTH XOX LAYOUT MIAMI-DADE COUNTY APPR,D MULUON SEE SEPARATE NOA 1 AIL_ :315i1SIL321•E IMM4Cei L" 1 ‘-..ElaffaN 11 IL--------AN TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH EXTERIOR WINDOW WIDTH SCREENS OPT. Env OR. HUMAYOUN moon STRUCTURES RA. PE J 15557 CAN. MSS 11111/ 0 Li ?i108 14,u' a 111 drawing no. W08-81 sheet 4 of 8 r --f- / 1.576 2.437 ' J '■,!1!!) 3.069-- 99 ,- 082 _ , !! 1.425 I 1 685 I - ' •-1 375 1 --1 1.000 -- ti 1 ....j, * •-. ITEM PART # VANTI DESCRIPTION MATERIAL MANF./SUPPLIRIVREMARKS 6 8 10 15 111-130 ____... . . Tm-I338 1M-134 TM-132 TM-131A TM-138 111-139 Tm.9140 111-137 _._ T19-138 6 7M-135 FRAME 149A0 6083-16 6063-06 - 062 1.000 / 1.250 1 • , - .125 .9 ( - („1_4!) WIND -- L LOAD / .750 CUP 1. 1 I FRAME SILL BASE - MUMMERS & PRODUCT DEVELOPMENT 1235 S.W. 97 AVE MIAMI, FLORA 33174 L TEL (308) 2648100 FAX (305) 2626978 1 ' FRAME SILL TOP 6063-76 - . AS RECD. FRAME JAMB - VENT 6083-78 - - AS REGO. FRAME JAMB - FIXED 6063-T6 2/ VENT TOP AND 80710M RAIL 6063-78 - ,.03. FRAME L HEAD 1/ VENT JAMB STILE 6063-16 - ' 1/4 I. ,9J TOP & BOTTOM RAIL '.--- 1 ,... r_ , 1 Fl 1.000 _i ,125 - il- (s,) , MTG. STILE REINF. Q 1/ VENT MEETING SI1LE 6053-76 - 1/ VENT FIXED STILE 6063-16 - ---, r .054 1 i _ 1 SILL TRACK INSERT 6063-78 - 1 SILL CUP ADAPTER, 12* WNG 6063-16 A7 MTG. SRLE LOCATK1N TM-118 1/60)11 VENT LATCH, 3-1/8 LONG 6063-16 *1 1810 SPAN l-. 1.480- 1 077 .1 !! --1 563 111-141A TM-154 AS RR200. EXTRUDED GLAZING BEAD 6083-76 - AS REGD. WIND 1.080 3)44. e 1.080 6083-16 - 1.375 1 i 2 201 1.000 - 1/ STILE 943911010 STILE REINFORCING 6083-18 - - 2/ STILE FIXED STILE REINFORCING 6063-16 - W31225 AS REGD. FIN SEAL WISTRIPPING (.270' X .220' H)GH) WOOL - - -T .313 . SILL .0 - TRACK W43371 AS 6200. FIN SEL WSTRIPPING oar X ,370 HIGH) WOOL - .._, . --.. 2312 - JAMB STILE _I .10 125 .500 - 1,°°, 0 1 20 W43201 P5043 43 REGD. FIN SEAL WSTRIPPING oar X .200 HIGH) WOOL - TM WINDOWS, LLC 601 N.W. 12114 AVE. 1 POMPANO BEACH. FL 33069 1EL (954) 781 -4430 FAX (954) 781 -3585 ', - ADHESIVE SACK CLOSED CELL FOAM - 7/81 X 1/2* X 1-7/16' LONG 21 2/ VENT VENT ROLLER HOUSING & GLADE PLASTIC Al EACH BM 22 - VENT ROLLER/VINEEL BRASS - 33 #12 X 1" 2/ CORNER FRAME ASSEMBLY SCREWS - 1434, PHILLIPS r-1.071-99 _ .- - 16) FIX. STILE REINF. 24 10 X 1' 2/ CORNER 1,,ENT ASSEMBLY SCREWS - P.N. PHILLIPS SW 25 1/ LATCH VENT' LATCH SPRING ST. STEEL - 1.255 .?8,2 1!,? ' 25 931175 AS REQD. FIN SEAL WISTRIPPING (.18? X .176' HIGH) WOOL - 27 TM-151 1 SILL RISER 6063-16 - (.179 SILL CLIP ADAPTER 1.375 • 1 1 000 1.548 I I , T---- .602 , EXTRUDED a .562 .923 GLAZING BEAR ci) MEETING STILE T---' 1 1.719 (i) .062 TYP. --1.641 FRAME -- SILL. ---T 2.708 TOP 3.270 , r--- 1.437 -- •2.312 ., 1.21,37 1.000 1 r .849 1.296 ......, 14-1 1.235 1.750 (BD FIXED STILE .062 12 VENT LATCH Flillill 1:11111 01111111111. -1.784 -- - .-+ 937 . 1 1 .082 .062 r TYP. ' 7 2.828 3.042 4_,.., .875 FRAME JAMB .082 TYP. 3.2/33 . 1 - - VENT I 3. () .062 lYP. 88 I RIP LEG j AS RECD. ._____. FRAME JAMB 3.042 I- 1374 I. - FIXED ! li i •--• t; 11. .11 N Ji Ai .ti 6-- ! 1.919 I 1.799 i I RISER Env DR. NUMAYWN FMOOLI STRUCURES FLUILit5r7 v. v7" '. --:, •.'":.. 2,2 "::'.iV.kil (23) _____ .183-9-,-- SILL 1411V iiD k;1 201,1}; / ' ' .858 .500 i drawing no. W08-81 C.D FRAME SILL BASE (shirt 5 of 6) AE 'I". /' PH. SMS. l IJ „- PH. SMS. SC REWS "..7” AS SEAB LY SCREWS Z) #10 . 1' PH. SMS. ,,,,,.."-M.DABLY SCREWS FIXED MTG. RAIL TOP CORNER (4) #12 SCREWS 1P. SMS. VENT TOP CORNER (2) #1O t 1' PH. SAS. ASSEMBLY SCREWS FIXED MTG. RAIL BOTTOM CORNER FRAME BOTTOM CORNER 2 S1113. 10 1' PH. S1113. , EABLY SCREWS VENT BOTTOM CORNER HUMAYCAIN SRWUCNRES EU PE 1 18221 C.A.N. NUV tl 2.011b MStAYPA1i6: d' betvatOB ra orroRt9 td3 tvInal4v ludo sheet 6 of B� Ca, TY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) T. M. Window and Door 601 N. W. 12th Ave Pompano Beach, Florida, 33609 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to nicet the r-a.-iiiiremeuts of the applicable buildiug 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 "605" Single Hung Aluminum Wmdow (reinforced) APPROVAL DOCUMENT: Drawing No. W96-34., titled "series 605 Aluminum Single Hung WDW.(Uvin ", sheets 1 through 7 of 7, prepared by manufacturer, dated 04-24-06 and last revised on Nov. 22, 2006, signed and sealed by Dr. Hurnayoun Farooq, PE., beathig the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Lure and Small Missile Impart Resistant L_AaBELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occtr 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 purpose a shall automatically terminate this NOA. Failure to cornply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTLSEMENT: 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 he done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributrws and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 06-0614.04 (01-0703.01) consists of this page 1 and evidence page E-1, as well as approval document riientioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 www.buildinacodeonline.com NOA No 07-0402.04 Expiration Date: July 05,2012 Approval Date: August 02,2007 Page 1 T. M. Window and Door NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (Transferred from file # 06-0614.04) 1. Manufacturer's die drawings and sections. 2. Drawing No. W06-34., titled "series 605 Aluminum Single Hung WDW.(LM[) ", sheets 1 through 7 of 7, prepared by manufacturer, dated 04-24-06 and last revised on Nov. 22,2006, signed and sealed by Dr. Humayoun Farooq, P.E. B. TESTS (Transferred from file # 06-0614.04) 1. Test report on 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 aluminum Single Hung window, prepared by Fenestration Testing Laboratory Inc., Test Report No. FTL-3975 dated 10-22-03, FFL- 3755 dated 03-24-03 and FTL-4514 dated 01-25-05, all signed and sealed by Edmundo Largaespada, P.E. 2. Additional test reports with installation diagram of an aluminum Single Hung window, prepared by Certified Testing Laboratories, Test Report No. CTLA-416W dated 04-11- 02, signed and sealed by Ramesh Patel, P.E. (This report has been revised per addendum letter January 22, 2002, issued by Certified Testing Laboratories, signed and sealed by Ramesh Patel, P.E.) C. CALCULATIONS (Transferred from file # 06-0614.04) 1. Anchor Verification Calculations & comparative analysis complying w/ FBC 2004, prepared by AL-Farooq Corporation, dated 06-06-06 and revised on 11-22-06, signed and sealed by Dr. Humayoun Farooq, P.E 2. Glazing Complies with ASTM E1300-98 & -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03-0827.08 issued to Solutia for "Sal lex II1G interlayer", expiring on 05/21/2011. 2. Notice of Acceptance No. 02-1205.03 issued to Security Impact Glass Holding, LLC for "SAF-GLAS", expiring on 12/16/2007. 3. Notice. of Acceptance r,:o. 03-1117.05, issued to Surface Specialties Inc. for "Uvekol", expiring on 02/08/2009. F. STATEMENTS (Transferred from file # 06-0614.04) 1. Statement letters of Compliance and "no financial interest", dated 05/09/06 and 05/31/06 respectively, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Statement of Lab compliance letter, part of test reports. G. OTHER 1. This NOA renews NOA # 06-0614.04 (01-0703.01), expired on July 05, 2007. E - 1 simati■q L Chanda, P.E. Product Control Examiner NOA No 07-0402.04 Expiration Date: July 05,2012 Approval Date: August 02,2007 FALSE MUNTINS (SURFACE APPLIED) MAY BE USED THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 805 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H. /S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI -DADE COUNTY APPROVED MUWONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (1AM2). 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 IN ALLOWABLE STRESS 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 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. 53 1/8" WINDOW WIDTH 48 1/4° D.L. OPG. 0 W. (FIXED) 1 21" MAX. ' HEAD /SILL I -- — i/ OI __ -Ir -- I i 1 I -1r 1 47 3/4° MI 47 3/4° D.L OPG. (VENT) FALSE MUNTINS (SURFACE APPLIED) MAY BE USED 53 1/8" 5 1/2' MAX. HEAD /SILL TYPICAL ELEVATION EQUAL UTES (SEE DESIGN CAPACITY CHART) Dad ConWOI DIOrIon PROM= =VEND Ida ha Flw8 Ainriaawls 407,4( •09 reitittbiaideaf- (UMIT WINDOW WIDTH 48 1/4" D.L OPG. W. (FIXED) L. -- — HEAEA D /SISILL - - - -. i // 0 -Ir -- I i 1 I -1r 1 MI 47 3/4° D.L OPG. (VENT) 50 1/8° VENT WIDTH Enqr: TYPICAL ELEVATION WITH OPTIONAL FIN EQUAL UTES DESIGN CAPACITY TO *81.0 PSF MAX.) D.L.O. WIDTH (FIXED) - WINDOW WIDTH - 4.878" D.LO. WIDTH (VENT) ® WINDOW WIDTH - 5.375° D.LO. HEIGHT m WINDOW HEIGHT /2 - 4.5" LAMINATED GLASS LARGE MISSILE IMPACT Moms mow CA N 1 18687 WOV 2 2 2AD6 0 drawing no. W06 -34 DESIGN LOAD CAPACITY - P9F DESIGN LOAD CAPACITY - P86' "RoDUCTjleNrwEn PP1Y .1. ,,,k4 oae No �(ABao Dyk_T �,°;2e7� ""`7�iF 4 Midden ra wlideFlorida AV liwillratioa lbw "1- miimiL'. V '. J WINDOW DIMS. MASS TYPE 'S' GLASS TYPE 'C' GLASS TYPES '0' & E' GLASS TYPE 'F' WINDOW DIMS. LASS TYPE 'IF L488 TYPE 'C' MASS TYPES D' & E' GLASS TYPE 'F' 1"� !!lCCC q ¢ < d W,, /lag LL �i 0) 7 0 a i g. �� ggg ^ ¢¢ E 0 i g § WIDTH HEIGHT EM.( +) 1N7.( -) EXT.( +) INT.(-) EXT.( +) 1NT.( -) on'.( +) 1N7.( -) WIDTH HEIGHT 887( +) 1N7.( -) EXT.( +) TNT.( -) EXT.( +) 1NT.( -) EXT.( +) 1NT.( -) 19 -1/8" 26-1/2' 37" 83 -1/8" 26' (3) 80.0 89.3 70.0 70.0 61.0 61.0 80,0 99.3 19 -1/8' 28 -1/2' 37' 53 -1/8' 28' (3) 80.0 99.3 70.0 70.0 61.0 81.0 80.0 115.0 60.0 88.3 70.0 70.0 61.0 61.0 80.0 88.3 80.0 99.3 70.0 70.0 61.0 81.0 80.0 118.0 80.0 99.3 70.0 70.0 81.0 81.0 80.0 118.0 80.0 99.3 70.0 70.0 81.0 01.0 80.0 115.0 80.0 99.3 70.0 70.0 81.0 61.0 80.0 118.0 80.0 99.3 70.0 70.0 81.0 61.0 80.0 115.0 19 -1/8' 26- 1/2' 37° 83 -1/8° -3/5° (3) 80.0 89.3 70.0 70.0 61.0 51,0 80.0 118.0 19 -1/8' 28- 1/2' 37° 83 -1/8' -3/8° (3) 80.0 99.3 70.0 70.0 61.0 814 80.0 115.0 80.0 99.3 70.0 70.0 81.0 61.0 80.0 118.0 80.0 99.3 70.0 70.0 01.0 81.0 80.0 118.0 80.0 89.3 70.0 70.0 81.0 81.0 80.0 115.0 80.0 99.3 70.0 70.0 61.0 61.0 60.0 118.0 80.0 99.3 70.0 70.0 81.0 81.0 80.0 118.0 80.0 88.3 70.0 70.0 61.0 61.0 80.0 115.0 19 -1/8° 28 -1/2' 37' 53 -1/8° 50 -5/8" (4) 80.0 99.3 70.0 70.0 61.0 81.0 80.0 118.0 19 -1/8' 26 -1/2' 97° 53 -1/8' 50 -5/8° (4) 80.0 89.3 70,0 70.0 61.0 61.0 80.0 115.0 80.0 99.3 70.0 70.0 ;61.0 61.0 80.0 115.0 80,0 98.3 70.0 70.0 61.0 61.0 80.0 115.0 80.0 89.3 70.0 700 61.0 61.0 80.0 118.0 80.0 99.3 70.0 70.0 81.0 61.0 80.0 118.0 79.6 79.6 70.0 70.0 81.0 61.0 80.0 115.0 80.0 99.3 70.0 70.0 61.0 61.0 80.0 118.0 19 -1/8' 26 -1/2' 37° 83 -1/8° 58 -5 /9' (8) 80.0 99.3 70.0 70.0 81.0 81.0 80.0 118.0 19 -1/8' 26 -1/2' 37° 53 -1/8' 58 -8/8' (5) 80.0 99.3 70.0 70.0 81.0 81.0 80.0 118.0 80.0 89.3 70.0 70.0 61.0 61.0 80.0 115.0 80.0 99.3 70.0 70.0 61.0 61.0 80.0 115.0 80.0 97.7 70.0 70.0 61.0 81.0 80.0 115.0 80.0 99.3 70.0 70.0 61.0 61.0 80.0 115.0 - - 68.4 85.4 61.0 61.0 80,0 115.0 - - 70.0 70.0 61.0 81.0 80.0 118.0 �' yI ffi i TM WINDOW AND DOOR 601 N.W. 12TH AVE. POMPANO BEACH, FL 33069 10L (954) 781 -4430 FAX. (954) 781 -5078 19 -1/8' 26 -1/2° 37' 83 -1/8° 83, (5) 80.0 1 99.3 70.0 70.0 61.0 81.0 80.0 118.0 19 -1/8° 26 -1/2" 37° 53 -1/8° 53' 09 80.0 89.3 70.0 70.0 61.0 61.0 80.0 1150 80.0 99.3 70.0 70.0 61.0 81.0 80.0 118.0 80.0 89.3 70.0 70.0 61.0 61.0 80.0 115.0 80.0 85.9 70.0 70.0 61.0 51.0 80.0 115.0 80.0 98.3 70.0 70.0 81.0 81.0 80.0 115.0 - - 57.1 57.1 81.0 81.0 80.0 115.0 - - 70.0 70.0 81.0 61,0 80.0 115.0 19 -1/8" 28 -1/2' 37° 53 -1/8° 92, ( 0) 80.0 99.3 700 70.0 81.0 61.0 80.0 118.0 19 -1/8' 26 -1/2' 37' 53 -1/8' 72' (8) 80.0 69.3 70.0 70.0 81.0 61.0 80.0 118.0 80.0 99.3 70.0 70.0 61.0 61.0 80.0 115.0 80.0 99.3 70.0 70.0 81.0 81.0 80.0 115.0 72.7 72.7 70.0 70.0 81.0 81.0 80.0 115,0 80.0 89.3 70.0 70.0 61.0 61.0 80.0 918.0__ - - - - - 61.0 61.0 - - - - - - 61.0 61.0 - 19 -1/8' 29 -1/2" 37° 53 -1 /8' 78 -3/4" (6) 80.0 89.3 70.0 70.0 81.0 61.0 80.0 115.0 19 -1/8° 28 -1/2° 37" 53 -1/8' 79-3/4° (6) 80.0 89.3 70.0 70.0 81.0 81.0 80.0 118.0 80.0 99.3 70.0 70.0 61.0 61.0 80.0 115.0 80.0 99.3 70.0 70.0 91.0 61.0 80.0 115.0 67,2 87.2 67.2 67.2 61.0 81.0 80.0 118.0 80.0 99.3 70.0 70.0 61.0 61.0 80.0 115.0 - - - - 81.0 61.0 - - - - - - 61.0 61.0 - - 24' 30' 38" 42" 48' 84° 49. 80.0 99.3 70.0 70.0 61.0 91.0 80.0 115.0 24° 30' 38° 42') 48° 84' 80.0 98.3 70.0 70.0 81,0 61.0 80.0 115.0 80.0 99.3 70.0 70.0 81.0 61.0 80.0 115.0 80.0 99.3 70.0 70.0 61.0 89.0 80.0 115.0 80.0 99.3 70.0 70.0 81.0 B1A 80.0 115.0 80.0 99.3 70.0 70.0 61.0 61.0 80.0 115.0 80,0 99.3 70.0 70,0 81.0 61.0 80.0 115.0 80,0 89.3 70.0 70.0 61.0 61.0 80.0 115.0FIL7'MOOED 0 '1.0 v gg 8 2 80.0 99.3 70.0 70.0 61.0 81,0 80.0 115.0 80.0 69.3 70.0 70.0 61.0 81.0 60.0 115.0 80.0 80.8 70.0 70.0 61.0 61.0 60.0 115.0 80.0 99.3 70.0 70.0 61.0 81.0 80.0 115.0 24' 30' 36' 42' 48' 64' 80° (5) 80.0 99.3 70.0 70.0 81,0 81.0 80.0 115.0 24' 30° 38° 42" 48' 54' 55, (5) 80.0 89.3 70.0 70.0 61.0 61.0 80.0 115.0 80.0 89.3 70.0 70.0 81.0 61.0 80.0 918.0 80.0 99.3 70.0 70.0 81.0 61.0 80.0 115.0 80.0 94.2 70.0 70.0 81.0 81.0 60.0 115.0 80.0 88.3 70.0 70.0 81.0 81.0 80.0 116.0 78.4 78.4 70.0 70.0 81.0 81.0 80.0 118.0 80.0 99.3 70.0 70.0 61.0 61.0 80.0 115.0 07.5 97.5 67.5 67.5 81.0 81.0 80.0 115.0 80.0 99.3 70.0 70.0 61.0 61.0 80.0 118.0 - - 59.4 59.4 61.0 61.0 80.0 115.0 - - 70.0 70.0 81.0 61.0 80.0 115.0 24" 30' 38' 42° 48' 54' 72. (8) 80.0 89.3 70.0 70.0 61.0 81.0 80.0 115.0 24° 30" 38" 42° 48' 54' 72, (8) 80.0 99.3 70.0 70.0 91.0 81.0 80.0 115.0 80.0 94.4 70.0 70.0 81.0 81.0 80.0 115.0 80.0 99.3 70.0 70.0 81.0 81.0 80.0 115.0 m b' v C 5! 75.4 75.4 70.0 70.0 81.0 61.0 80.0 118.0 80.0 69.3 70.0 70.0 61.0 61.0 80.0 115.0 - 63.0 63.0 61.0 81.0 80.0 115.0 - - 70.0 70.0 01.0 61.0 80.0 115.0 - - - - 61.0 91.0 - - - - - - 61.0 51.0 - - g < m - - - - 61.0 81.0 - - - - - - 61.0 81.0 - - ^ gg ry i" ' .°"' t.,--.. I. 24' 30° 38• 42' 48° B4 (7) 80.0 89.3 70.0 70.0 81.0 61.0 80.0 115.0 24' 30° 39' 42' 48' 84 (7) 80.0 89.3 70.0 70.0 61.0 61.0 80.0 115.0 78.8 758 70.0 70.0 81.0 51.0 80.0 118.0 80.0 99.3 70.0 70.0 91.0 61.0 80.0 115.0 119n OR. � MOOD STRUCTURES 18557 CJ1,N. - - - - - 61.0 61.0 - - - - - - 81.0 61.0 - - - - - - 81.0 61.0 - - - - - - 81.0 81.0 - - - - - - 81.0 61.0 - - - - - - 61.0 81.0 - - () N0. W PARENTHESIS INDICATE N0. OF ANCHORS PER JAMS () N0. IN PARENTHESIS INDICATE N0. OF ANCHORS PER JAMB GLASS CAPACITIES ON THIS CHART ARE EASED ON GLASS CAPACITIES(( ON THIS CHART ARE BASED ON ASTM E1300 -86 (80 SEC. WIND) FOR FLEXIBLE SUPPORTS TO COMPLY WITH SECTION ECTION 2403.2 OF FBC 2004 EDRION. WM % lQDb drawing no. W06 -34 (sheet 2of 7 ) 1/8° ANN. GLASS -.015° URETHANE ADHESIVE .070° INTERLAYER 'SAF —GUS' POLYCMBONATE BY 'SEGURRY IMPACT GLASS' .015° URETHANE ADHESIVE 1/8° ANN. GLASS SILICONE DOW CORNING 995 GLASS TYPE 'D' 1/8" ANN. GLASS 120" INTERLAYER UVEKOL —UO RESIN 1/8° ANN. GLASS DOW CORNING 995 9 3 la 10 GLAS TYPE 'C' 3/18° ANN. GLASS 3/18° ANN. GLASS 120" INTIMATER .090° INTERLAYER UVEKOL —UO RESIN 3/18° ANN. GLASS SIUCONE DOW CORNING 995 at% GLASS TYPE 'D' SAFLEX 180 BY SOLUTIA 3/18° ANN. GLASS SUCONE DOW CORNING 995 :1 -4 GLAZING OPTIONS 3/18" HEAT STREN'D GLASS 120° INTERLAYER UVEICOL —UO RESIN 3/18° HEAT STREN'D GLASS SILICONE DOW CORNING 995 GLASS TYPE 'E' GLASS TYPE PRODUCT RENEWED acenmplyIng with 9 Cods tGe FlnrWa Acceptance Na ' afire o Date gaporpa 6 i Z tlwawMCT&Mime =mad* the Meth. ththe 249- ,G. Inv DR. SH YUN FAR000 FIA PE / 10557 CA.N. 3820 'QOb cg r hi! drawing no. W06 -34 ®heel 3 of 7 TYPICAL ANCHORS SEE ELEV. FOR SPACING ° ° 1BY WOOD BUCK 0 OPTIONAL TO SPRING LATCH 0 W1 ° 4 ILLUSTRATIVE DTLS. ONLY EXT. OR NT. FINISHES NOT BY TM NDOW TYPICAL ANCHORS SEE ELEV. FOR SPACING )1( 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 m TYPICAL ANCHORS SET ELEVS. FOR SPACING METAL STRUCTURE OPTIONAL TO SPRING LATCH 0 0 PRODUCT RENEWED ae=Igenwl6 Bte PlarM& Cede Acceptance No 0 Cy DIRECTLY INTO CONC. OR MASONRY Fay/roam, Oats v pp��f21 -1/4" MIN. EMBED INTO CONC, OR MASONRY By 's • iiiLsits_o_amuniaassams DAV= INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 38 KSI MIN.) ALUMINUM ; 1/8" THK. MIN. (6083 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) MIAMI —DADE COUNTY APPROVED MUWON & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4° TAPCONS BY 'ELCO' INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY ram= MUM rjaiwIllaionsdin war 2M NTO DADE COUNTY APPROVED MULLIONS (MIN. THK. a .090") l _l, a TYPICAL ANCHORS SEE ELEV. FOR SPACING FRAME Y(I}I FIN OPTION (LIMB DESIGN CAPACITY TO *81.0 PSF MAX. $' (NO SHIM SPACE) TL EDGE DSSTANGE INTO CONCRETE AND MASONRY = 2° MIN. INTO WOOD STRUCTURE 1" MIN. INTO METAL STRUCTURE = 1/2° MIN. SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SIUCONE OR ACRYLIC SEALANT. Eagr. STRH � O FAROtl FLA. PE CAN. t51557 8 sPa aa� 4 1 8 drawing no. W06 -34 (cheat 4of 7 1/4' MAX. SHIM METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING i/4' MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING 4SY OR 2BY WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAX 1/4° SHIM MAX. ITEM PART / QTY. DESCRIPTION MATERIAL M110. /SUPPLDSB /REMARIC3 1 OW-38783 1 FRAME HEAD 8083 -T6 - 2 OW -37731 1 FRAME SILL (4' HIGH) 6083 -T6 - 2A BA -3608 1 FRAME SILL (3° 4510) 8083 -16 - 3 GW -31448 2 FRAME JAMB 8083 -T6 - 4 GW -36708 1 MEETING RAIL 8063 -T8 - 5 GW -36888 1 VENT TOP RAIL 8083 -78 - 6 018-37730 1 VENT BOTTOM RAIL (4° SILL) 8063 -16 - 8A OW -37859 1 VENT BOTTOM RAIL (3' SILL) 6053 -78 - 7 OW -31134 2 VENT JAMB STILE 6083-76 - 8 08-31470 2 VENT STOP 6083 -T5 - 9 19 -56 4/VENT GLAZING BEAD ANGLE 8083 -T5 - SA TM -123 4/VENT GLAZING BEAD 8063 -T8 - 10 #8 X 1/2° 12/VENT GLAZING ANGLE SCREWS STEEL PH SUS 11 4037 (1) STRIP FN SEAL WEATHERSTRIP - MTC.RAIL/FRAME SILL 12 2240 (1) STRIP FIN SEN. WEATHERSTRIP - VENT TOP 13 3722 (2) STRIP FIN SEAL WEATHERSTRIP - VENT JAMB 511LE3 14 - 2 1 1 /2'317 /8'x3 /4' FNSEAL PAD - FRAME S81 CORNERS 15 - 2/VENT LATCH LOCI( CAST VENT TOP 15A TM -118A 2/VENT SPRING LOADED EGRESS LOCK 8083 -TB VENT BOTTOM RAIL 16 - 4/VENT VENT GUIDE NYLON VENT INT. CORNERS 17 - 2/VENT CALDWELL SPIRAL BALANCES - AT FRAME JAMBS 18 0NR -9302 2/VENT BALANCE COVER VINYL FRAME HEAD /JAMBS 19 1468 2/VENT CALDWELL BALANCE CLIP - VENT BOTT. CORNERS 20 - 2 #12 x 3/4' P.H. SMS STEEL (1) AT EACH BALANCE 21 - 8 #12 x 1' P.H. SINS STEEL FRAME CORNERS 22 - 8 /10 x 1' P.H. SMS STEEL VENT CORNERS 23 - 4 /8 x 3/4' F.H. SUS STEEL (2) AT EACH LATCH 24 - 4 /6 x 3/8' F.H. 5148. STEEL AT EA PIASRC WIDE 28 - 1 1x1 3 /18x3 /4x1/8' CHANNEL STEEL AT VENT TOP 28 - 2 1x1/4 THK.x4' LONG BAR ALUM. (1)AT EA. MTG. RAIL END 27 - 1 1/2x1x1 /2x1 /8' CHANNEL STEEL. AT MEETING RAIL 28 TM -161 2 FIN TRIM FOR JAMBS 8083 -16 - 29 TM -163 1 FIN TRIM FOR HEAD 6083 -T6 - 30 714-184 1 FN TRIM FOR SILL 6083 -18 - FRAME WITH FIN OPTION MIAMI -GAGE COUNTY APPR,D CUPPED MULLION SEE SEPARATE NO* 1YPICAL ANCHORS SEE ELEV. FOR SPACING -`• �� iE - _ i(■'1�'' fi�1i EXTERIOR WINDOW WIDTH WINDOW WIDTH PRODUCT RENEWED PROpuCTREyya& aa templet's with 1haFlorida ppygaf , the Mt* Mt* Bonin Code Ateeptattaa Ngq Mp iibEapinnox e. V* arj 2 e} B 1,1ti P ed.dC�° 1 a iiiit oated DI>bloa tom- 1.428--- �1 .9381 Pa csap ng wilt tha Florida 9oldinaCaN Eia,arybon Dit 'a/ BY a�A . �l,Aq Dada Dirtiu0 �1 PRODUCT REVISED wY fbrilm YIiBCMy 4 40 77. Aearaweadim 1� 1 RI Lei "a 3.719 - --J.042 -- jj 1.550 ..064 4 847 • .082 ,.500 1 2.500 .082. a F 8 8 v �1 Q o a n d i W� .., Qy n O d� 'i m 2 i1a 1 •.•-• 1.092 ..- ._...�a188 _i. 3.068 0 VENT STOP 1.406 ,.030 - .125_ 1 O FRAME HEAD I ..500 i� F ,.828 --- 11-- 2.375- 47 1.000 7 1-- 1.000 .. - 3.097 28 NAIL RN (HEAD) 3 FRAME JAMB 0 ,.000 1 58 26 I^-.250 3.340 1 P 1.688 2. '�°{j..8800� -.082 .822 .---. TM WINDOW AND DOOR 601 N.W. 12TH AVE. POMPANO BEACH, FL 33069 TEL (954) 781 -4430 FAX. (954) 781 -5078 V .082 .800 �� soo -1 .062 4.180 O. RAIL REINFORCINOS -1.375 . .045 .405 0 GLAZING BEADS Q 1.000 Q FIXED MEETING RAIL 1.187 9� ® 0 ./ .750 ti i 2.800 - se NAG. FIN (JAMB) 1.375 9 168 / 3.199 ~ -� -- 062 3.277 FIN (SILL) TOP RAIL REINFORCING l 1.374 .082 888 1.750 l_. lj1 1.000 .052 �� z.aso 1.214 ,aza 1.389 2.500 O NAIL O - O SASH SIDE RAIL ^ a E at g 1 �> VENT TOP RAIL ® LATCH LOCK ,:i/g0 1410 tg u'Aa°1�' 9Yii Dail Ohidaw e -- 2.202 -c- -.997+ 3.245 2.202 4.312 � .684 .062 - - 3.912 3.245 3.927 L Y ,, A97 - 4.347 .082 3.438 2.939 M L.. 3.358 .082 3.330 .082 _ I 2930 1 i9 d p YCam C •--..� i i t y i .--� I . k Engn Op. kOMaY0l1N FANDX1 FLA�PE�% 19687 CAN. 3658 i SAMI : , 9116 ...Latest I .BB4 drawing no. W06 -34 k- ,.375 -d D6 VENT BOTTOM RAILS 9.375 - O 3.141 3.141 ® FRAME SILLS ® 6 of 7 1, Oro FRAME TOP CORNER FRAME BOTTOM CORNER VENT TOP CORNER VENT BOTTOM CORNER PRODUCT RENEWED as complying with the Florida Acceptance NolJ7O4(02•o/ Erpb * m Date JSyo 9 2,01 1— gy Mi `i sl7 /iedre. Dnl,mn o � a«t� el a o'* En, an DR HUIWYOUN USW FU. Pe Ir CAN ;40V iUUb '1 Z RI 1 gl A s0 k 1 drawing no. W06 -34 (sheet 7 of 7 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) T.M. Window & Door LLC 601 N.W. 12th Ave. Pompano Beach, FL 33609 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (In Miami Dade County) and/or the AHJ (m areas other than Mtami 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. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable budding 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. DESCRIPT ION: Series "515" Outswing Aluminum Casement Window — L.M.L APPROVAL DOCUMENT: Drawing No. W06 -30, titled "Series 515 Aluminum Casement Window (L.M.I.)", sheets 1 through 7 of 7, dated 04/14/06 with revision B dated 01/11/08, prepared by A1- Farooq Corporation, signed and sealed by Humayoun Farooq, 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 Division. MISSILE IMPACT RATING: Large and Small 1MFissie Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 06-0614.03 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MJAMI -DADE COUNTY, FLORIDA METRO DADS FLAGL Rt BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.aov/buuldinacode NOA No. 08-0506.11 Expiration Date: May 01, 2013 Approval Date: June 05, 2008 Page 1 T.M. Window & Door LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W06 -30, Sheets 1 through 7 of 7, titled "Series 515 Outswing Aluminum Casement Window (L.M.I.) ", dated 04/14/06 with revision B dated 01/11/08, prepared by A1- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked-up drawings and installation diagram of a series 515 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FM-5404, dated 11/16/07, signed and sealed by Carlos S. Rionda, P.E. 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large 1Vlissile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a series 515 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 4891, dated 04/13/06, signed and sealed by Edmundo Largaespada, P.E. ( Submitted anderNOA# 06- 0614.03) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked-up drawings and installation diagram of a series 515 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FM-4890, dated 04/13/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0614.03) 4. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of an aluminum casement window, prepared by American. Test Lab of South Florida, Test Report No. ATL 0806.01 -02 dated 09/24/02, signed and sealed by William R. Mehner, P.E. ( Submitted under NOA# 01-1129.03) E -1 Man Product Control NOA No. 1 ,. . 1 Expiration Date: May 01, 2013 Approval Date: June 05, 2008 T.M. Window & Door LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile impact Test per FBC, TAS 201 -94 5) Small Missile Impact Test per FBC, TAS 201 -94 (FTL2770) 6) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 7) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked-up drawings and installation diagram of an aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2770, dated 3/30/01, signed and sealed by Luis Antonio Figueredo, P. E. (Submitted under NOA# 01- 1129.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Al-Farooq Corporation, dated. 01/26 /08, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03-0225.10 issued to Glasslam NGI Inc. for their "Safety - Plus II - Laminated Glass" dated 08/07/03, expiring on 08/07/08. 2. Notice of Acceptance No. 06-0216.06 issued to Solutia Inc. for their "Saflex DIG Clear or colored interlayer" dated 05/04/06, expiring on 05/21/11. 3. Notice of Acceptance No. 03- 1117.05 issued to Surface Specialties, Inc. for their "Uvekols — Liq. Resin to adhere Glass" dated 01/29/2004, expiring on 02/08/2009. 4. Notice of Acceptance No. 03-0225.10 issued to Glasslam NGI Inc. for their "Safety - Plus II - Laminated Glass" dated 08/07/03, expiring on 08/07/08. F. STATEMENTS 1. Statement letter of conformance, dated January 16, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated Jonnsry 16, 2008, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report no. FTL -5404, issued by Hurricane Test Laboratory, Inc., dated December 19, 2007, signed and sealed by Carlos S. Rionda, P.E. G. OTHER 1. Notice of Acceptance No. 06- 0614.03, issued to T.M. Window and Door for their Series " 515" Aluminum Outswing Casement Window - LM Impact, as ' ', on 11/08/06 and expiring on 05/01/08. Manuel 1' Product Control NOA No. ! 11 Expiration Date: May 01, 2013 Approval Date: June 05, 2008 E -2 DACE APPUED FALSE MUNIINS OPTIONAL SAW» (2) FOR wow. NT. UPTO 4S' (3) FOR MR. HT. UFTO 72' CONCEALED HDU>1E 38' 72 1/4' WINDOW WIDTH 35" VENT MEM BUTT HINGES AT BASH (2 ) MR *0*. NT. UPTO 48' (3) FOR WOW. HT. UPTO 72' 114 HEAD BIERS THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 515 ALUMINUM CASEMENT WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE CASEMENT WINDOWS, ALSO COMBINATIONS OF CASMT / CASMT OR CASMT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR SUU.ION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT NAS SEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENIS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDINO HROI VELOCITY HUMAN ZONE (H1142). WOOD BUCKS SY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. AAA SHALL BE AS USTEA, SPACED AS SHOWN ON DETAILS, ANCHORS flSEDMENT TO 845E MATERIAL SHALL 8E BEYOND WALL DRESSING CR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PMT OF TNIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE SIRENS IS USED IN DONN OF AtCHORS INTO WOOD MY. MATERIALS 2WLYDNO BUT NOT LB81ED TO STEEL/ METAL , THAT COME INTO OOMAST TWIN OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS TS OF 2004 FLORIDA BLOC. CODE SECTSN 20123.8.4. SINGLE VENT WOW. 4' M/A�1L, CCRNER9 DLO HT.. WOW. HT — 7.11. 121.0 W. SINGLE VEHI) - WSW. w — r DLO W. vim) a WOK. 11/2 — &126' LOCKS AT SASH (2) FOR *0*. HT. UPTO M' (3) FOR M2. NT. UPTO 72' LAMINATED GLASS LARGE MISSILE IMPACT • DESIGN LOAD CAPACITY - P85' BOB ( X ) 81X89 WINDOW DRl8. 01400 TYRO 'A' & 'C' GLASS TYPES '8'. 'D 8 'E' WIDTH HOONT E1R.( +) 1NT.( -) EKn.( +) INr.( -) 19 -1/6` 62.0 62.0 50.0 50.0 28 -1/2' 24 62.0 62.0 80.0 60.0 37' (2) 62.0 62.0 80.0 80.0 10 -1 /e' 02.0 02.0 au 80.0 26 -1/2' -3 /e (3) 62.0 62.0 60.0 80.0 37' 36 -3/9' 62.0 82.0 50.0 00.0 19 -1/0' (3) 02.0 62.0 60.0 80.0 26 -1 /Z" 50 -8/8' (4) 62.0 52.0 80.0 80.0 37' 62.0 82.0 80.0 80.0 19 -1/8" 50 -8/7. 62.0 62.0 B0.0 50.0 26 -1/2' (6j 52.0 52.0 60.0 60.0 37' 62.0 010 50.0 80.0 19 -1/6' 74 -1/4' 52.0 82.0 60.0 00.0 20-1/2' (0) 82.0 82.0 60.0 804 30' 74- 1/4•(8) 82.0 62.0 604 80.0 I 16' 82.0 02.0 80,0 50.0 24' Z4' 62.0 52.0 804 80.0 30' (2) 67.0 82.0 60.0 604 36' (6) 010 820 80.0 60.0 18' 62.0 81.0 00.0 80.0 24' 30' 82.0 02.0 80.0 50.0 30' (3) no 82.0 60.0 50.0 30' (7) 82.0 02.0 50.0 80.0 18• 52.0 62.0 80.0 80.0 24' !B' 62.0 82.0 50.0 80.0 30' (4) 02.0 62.0 80.0 60.0 38' 36' 52.0 62.0 604 80.0 /6' (3) 610 82.0 60.0 50.0 24' o" 87.0 62.0 80.0 50,0 30' (0) 82.0 610 80.0 80.0 35' 62.0 82.0 50.0 80.0 18' 48' 62.0 52.0 80.0 80.0 24' 03' 62.0 62.0 00.0 60.4 30' (8) 610 52.0 80.0 80.0 38' 62.0 52.0 604 80.0 18' 62.0 810 60.0 510 24' 71' 62.0 82.0 80.0 80.0 30' (6) 02.0 610 804 00.0 35' 02.0 62.0 00.0 60.0 37' 72' (8) 62.0 62.0 60.0 804 () - N0. OF ANCHORS PER JAMB 035108 WAD CAPACITY - P81 BOB (XX ) SIZES 718307 DIES. 01480 TYPES 'A' at 'C' 0188 TYPES '8'. 'D' 61 'B' WDTH MOO ER.( +) 1NT.( -) 01T.( +) 18r.( -) 20-1/2' 82.0 62.0 80.0 80.0 37' 28• 62.0 62.0 80.0 80.0 53-1/8' (2) 62.0 62.0 80.0 60.0 74' 62.0 62.0 80.0 800 20 -1/2' 62.0 62.0 60.0 80.0 37' 36 -3/9' 82.0 62.0 60.0 80.0 53-1/8' (3) 62.0 62.0 80.0 6.0 74` 62.0 62.0 80.0 60.0 28 -1/2' 62.0 62.0 80.0 60.0 37' 50 -8/7. 62.0 62.0 80.0 60.0 62 -1/8' (4) 62.0 52.0 60.0 60.0 74' 62.0 82.0 00.0 50.0 28 -1/2' 810 62.0 80.0 80.0 37' 73• 62.0 82.0 80.0 004 83 -1/8' (6) 62.0 810 67.0 67.8 74' 48.8 48.8 48.8 48.6 18 -1/2' 010 62.0 80.0 80.0 37' 7r 810 810 86.4 55.4 83 -1/0' (6) 46.6 418 45.5 45.6 74' 32.7 32.7 32.7 32.7 24' 82.0 62.0 80.0 50.0 38' 24' 82.0 62.0 60.0 80.0 or (7) 02,0 82.0 60.0 80.0 60" 02.0 81.0 80.0 60.0 72' 62.0 62.0 00.0 60.0 24' 62.0 62.0 60.0 50.0 38' 36' 810 82.0 80.0 80.0 45' (3) 82.0 82.0 80.0 60.0 80' 52.0 52.0 60.0 60.0 72' 824 810 80.0 80.0 14' 62.0 52.0 50.0 50.0 38' 48' 62.0 62.0 50.0 00.0 48' (4) 810 62.0 80.0 804 , 60° 02.0 82.0 80.0 80.0 72' 62.0 62.0 60.0 50.0 24' 52.0 62.0 50.0 S.0 36' 00' 82.0 024 80.0 50.0 48' (6) 02.0 62.0 00.0 00.0 50' 62.0 02.0 60.0 894 72' 80.0 68.0 88.0 68.0 24' 824 62.0 60.0 804 38' 03 ., 82.0 62.0 50.0 60.0 48' (6) 62.0 52.0 76.2 76.2 50' 80.2 60.2 80.2 80.2 73' 00.1 50.1 50.1 60.1 24' 62.0 62.0 50.0 50.0 36' 71' 82.0 82.0 67.2 07.2 45' (8) 80.4 50.4 80.4 OOA 60' 40.3 40.3 40.3 40.3 72` 33,8 33.0 334 33.6 () - N0. OF ANCHORS PER JAMB NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300 -02 (3 SEC. OUSTS). PRODUCT REVISED gCods nanotnovnth g681nYa C Augnsose i /.S "J1G7, 11 3 drowIna no. W06 -30 4 sUc0NE DOW COWIN0 095 TREMCO TREMAZE 500 3/15` MN. GLASS .050' INIERIMER SPEW PLUS POLYESTER .010' PET FILM .050- IMERLAYER SAFETY PLUS POLYESTER 3/10' MIN. OIASS SILICONE ING 095 TRpN Q TRONHAZE 500 GLASS TYPE 'A' SUOONE GE RGS7700 3 /te' ANN. OLASs .090" INTER LAYER SAFLEX M0 BY S0LUTIA 3/15' ANN. OtAS9 siLicoNE OE 8557700 GLASS TYPE 'E' 4 b slUCONE DOW CORNING 995 TREMCO TREMOIAZE 500 3/10' MN. OLASS .015' URETHANE ADHESIVE .070' IHTERUYER 'SAR —OI s POLYCARONATE .013' URETHANE AOHESNE 3/15' MN. OLASS SIUcONE OOW CORNING 905 TREMCO TREMOIAZE 500 04daritio 1 Iraqi GLASS TYPE 'B' GLAZING OPTIONS 4 slucoNE DOW CORNING 995 TREMGD TAEMOIAZE 800 3/15' ANN. MASS .120' INTEIOAYER UVERDL —UO RESIN °Ad t 3/10' ANN. GLASS DOW CORNING 995 MEXICO TREMOLAZE 800 GLASS TYPE 'C' 4 SIUCONE DOW cORNING 295 TREIMAZZE 500 3/10' HEAT STREN'D GUMS .190' NTERLAYER WEND. —U0 RESIN 3/10' HEAT WREN'S GLASS � On CORNING 095 TREmco TR®AGMZE 500 GLASS TYPE 'D' PRODOCrRevls=D coa9apwiadienwId9 Aoeepee s* i .'l.t'llCi . �_cv71r; • ._. drowln0 NO. W06 -30 Dun HINGE OPTION CONCEALED HINGE OPTION WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; six sum RIR SPACING 1/4" TAPCANS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1 BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4- MIN. EMBED INTO CONC. OR MASONRY f 14 SMS OR d- LF ORI ina scS wS INTO METAL STRUCTURES STEEL : 12 OA. MIN. (Fy • 38 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6083 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) +14 SUS OR SELF DRIWNO smug INTO DADE COUNTY APPROVED MULLIONS (MIN. 114K. • .128") (NO SHIM SPACE) TYPICAL my INSTANCE INTO CONCRETE AND MASONRY • 1 -1/2" MIN. INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE - 1/2" MIN. ALL JOINTS AND FRAME CONNECTIONS SEALED WRH SILICONE OR ACRYUC SEALANT. Figre oR 1 = ►MmaO ► CT REVISED cutup comptrIth5a .W drawing no. W06 -30 shoot Got 7 SINGLE VENT WINDOWS (Burr MOE Cana+) SINGLE VENT WINDOWS (cam= l n CMOS) Eno OR. SUQ WOO nU188 PRODUCT REVIEW M P¢ LL6➢b7 coaptriblholloddi hi • droning no. W06 -30 ( 5o} VENT 1.102 1 .646 .000 } .046 .993 0 GLAZING BEAD : GLAZING TUBE PAR' / QUANTITY 0136C313PT10N mom MANE. /9uPPI514/B19uRES 1 8937618 4 FRAME 8063 -19 2 0937626 4 VENT 6083 -1O 3 097624 1 & P0ST 8063 -T6 4 TM145 AS 9800. 11A7040 MAD 8083 -1O 4A AS 9800. 01.92040 TUBE 6063 -TO 5 /10 X 1 -1/4' 2/ 00RNER FRAME/VE41 ASSEMBLY 80RE98 81. 8160. P1916 6 8627713 OORM KEY AM10221.3M 7 CORNER 10! (3 X 1 X .001' 011029011) AMNON 9 CORNER KEY (3 x 11/19X.082'01029011) AUJIONUM 9 OORIKR KV (3 x 1 -3/0' X .041" ONKVRON) M19N4101 10 2230 AS REOD. FRAME 6 924T 6TRIPP240 11 0937621 AS REED. BUTT MOE MN1O00R (9.9315580 w/ (3) /10 X 3/9' PM MIS) MLIMIN RI 12 0937922 NS REED. BUTT 11908 IDT1090R (WATERED w/ (2) /40 x 3/8' PN 96) ALUMINUM 13 23 -66-32 ROM OPERATE/4 (FASTS w/ (4) /10 X 3/8' PH 0218) 14 24-11 -32 AS REED. LEVER TM OAM LOOK (P4310N8D w/ (2) /10 X 3/5" PN 913) 13 21099 BTRIIS KEEPER (PA91 ®RD 9/ (4) i8 X 1/2' IN 9E) TRUTH 10 30238 As RE00. KEEPER (FA4IETIED 9/ (2) 110 x 3/6' PH 818) 17 300 SMITS 3 BAR 00141011EB R916E (FASTENED 9/ (2) 010 X 3/8' PH 903) ST. 8uE. AT 0A814 TOP 6 BOTT0IM 15 S11001/213002 3/ YET 4" LONE 8 (FASTENED NM (2) /8 X 1/2" HO1 N 80 WRENS) 0240 AT WOE M. 19 1.975 CORNER KEY h 1 111 hit 1 N. 1 y1 drawing no. W06 -30