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WS-11-1863Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 167464 Permit Number: WS -10 -11 -1863 Scheduled Inspection Date: December 07, 2011 Inspector: Bruhn, Norman Owner: Job Address: 190 NW 93 Street Miami Shores, FL Project: <NONE> Contractor: BUILDERS OF MIAMI LLC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number Parcel Number 1131010330970 Phone: (786)356 -0252 Building Department Comments REPLACE ALL WINDOWS & 2 EXTERIOR DOORS. Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 165382. December 06, 2011 For Inspections please call: (305)762 -4949 Page 25 of 31 to LA (11 - LXI BUILDING PERMIT APPLICATION FBC 20 Miami Shores Village --kEC IVED Building Department OCT 12 2011 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BY Permit NoWG C) Master Permit No. Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): ���4 -� ®�5 Phone #: �� 7 •8' C S Address: / 90 N L 9-3 .s City: /de mar! i S40 /)14. e State: IL Zip: 3-3,...57) Tenant/Lessee Name: lQ ba3�, Email: MOiklg-, Phone #: M /A JOB ADDRESS: 190 93 . S &2 City: Miami Shores County: Miami Dade Zip: -.31-56 Folio/Parcel #: i /' 3)0/ - ta.M 0970 Is the Building Historically Designated: Yes NO X Flood Zone: CONTRACTOR: Company Name: 3 6 i Lci d/ZS or A 1 I O-vN P i Phone #: Address: /2187 SLR /2-1 4 & City: � Aril 1 - State: re._ Zip: -7-10964. Qualifier Name: 4L.A/ Phone #: 74% °. .P7oP�212 State Certification or Registration #: Certificate of Competency #: Contact Phone #: 7 ?t .3 ° ° O Z. Email Address: L b % S kJ& cal %) nc cL L�" b.1- ch Lj . • DESIGNER: Architect/Engineer: � ,�i E� and �_�-� s. �� I �• Phone #:( S Z Z 9- 8374 / Value of Work for this Permit: $ 6 000. "' Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration ❑New 2epair/Replace ❑Demolition & Description of Work: /Z L � ALL � L') /:-., Jo Los 4/ Z cd®e,e45 *x* * * *** * * * * * ***** * * * *x * * * * * * * * ** Fees ***** * * * * *M* ** * * * * * * * * ** *** * * * * **** ** * ** * *m Submittal Fee $ Permit Fee $ ,S7Dd of CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State - Zip , / Mortgage Lender's Name (if applicable) IA'11I . - - a .� � � mfi fi�tJ4 / v d &owl. Mortgage Lender's Address .70/ IJ1-4 ( S &. e._. , /4 041,A 1 43 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S A141'IDAVIT: 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement/must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the abi'ence of such posted notice, the inspection will not be approved anda reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of6e h. y 20 d / , by _35 who i personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expir fttfflto ,/y11Y,COMMISSION # EE102454 IRES June 13, 2015 6407) 398-0153 FloridallotarySenlce.com * ** * * * * * * * * * * * ** ** * * * * * * * * ** APPROVED BY Signature Contractor The foregoing instrument was acknowledged before me this . 0- day of (0 &lb, = , 20 6 / , by ALL ,(.44r i� who is personally known to me or who has produced R .,3c 52i 1 /1%- - Las identification and whop alit i yath. NOTARY PUBLI : ��`���\p1� �Q 3°/,f"/4`','`, Sign: Print: My Commission Expires: 1k 1 tAWVI /,111 it *? k*****= ksk• k********** *ak****** *xz **a' s*ikok***xiR******aa ***sk* k***=k:A **sk$a.k*******aaikikz *** 7C9 -/L -(( Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION TAX FOLIO NO. !1 -3101 o33- o9n0 PERMIT NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED by gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: /14 La) Lc" 1 _. /3 . 2. Description of improvement: La c.\ 3.0 ner(s) name and address: Interest in property: "Foe .5 Name and address of fee simple titleholder. 4. Contractor's name, address and phone number /4i4/Y,i L. 33/: L • 1 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: /JO O ,1 nitrt a. ,L,c.ahA�.: ,v1;a,vei- .DBE. Co. �. Amount of bond $ C Q� / � r-Lo provided by 6. Lender's name and address: 0/ N� / b' be served as p 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may Section 713.13(1)(a)7., Florida Statutes, iQ� Name, address and phone number /� 8. In addition to himself, Owners designates the following person(s) to MOM( original �s.,,,,, w 713.13(1)(b), Florida Statutes. Name, address and phone number A/ Li e--. ,.' S 11 1111111111111111111111111111111111111111 CFN 2011R0648 625 OR Bk 27339 P`s 32941 i.1ps RECORDED 09/27/2011 11:14:21 HARVEY RUVIII: CLERK OF COURT MIAMI—DrDE COUNTYr FLORIDA LAST PAGE Space above reserved for use of recording office 1ov2s.S •54C. <,e P13 /0-3.9 L.1. ! z+ Xi � �_s . bo+•1� i✓wL � - 2R /OG) L.LC /Z5'8 c..) /Z/� FL-3 / 9. Expiration date of this Notice of Commencement (the eren,eis expiration }( is, dale WARNING TO OWNER: ANY ER CHATS MADE PART 1, SECTIO�E3. 3 FLORIDA nSTATUTE , AND CAN ORES ON IN YOUR JRB SITE IN B ORE FOR IMPROPER PAYMENTS UNDER CHAPTER 713, IMPROVEMENTS N. YOUR INTEND TO A NOTICE A COMMENCEMENT MUST BE RECORDED AND FIRST INSPECTION. IF YOU INTEND NCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. wner(s)' Authorized Officer/Director /Partner /Manager Prepared By Print Name Title /Office Signature(s) of ner(s) ot • Prepared By . Print Name Titre / Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this • By �kn for 0 Individually, or i7 as e of identification: ❑ Personally known, or produced the following type — Signature of Notary Public: Print Name: (SEAL) day of V d Gds% 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. Signaturp(s) of er(s) or .. Authorized Officer/Director/Partner By • By 123.01 -52 PAGE 3110 . ,•�'pYP LUIS A. RAMUDO MY COMMISSION # EE102454 fists` ` EXPIRES June 13, 2015 (407)395 -0153 FlorldallotatyServtce.com /Manager who signed above: ,a l-t o&!•L6 • 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. I/ COPY OF QUALIFIERS STATE LIC CARD B. ✓ COPY OF LOCAL BUSINESS TAX RECEIPT / /7/ .3/ - -04%x? C. V COPY OF LIABILITY 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 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 pp COMPLETE CONTRACTOR'S INFORMATION BUSINESS NAME: BuiLcie. S 0r M, aM i , L--G BUSINESS ADDRESS: / 2487 £'i /Z/ Ad • CITY Mt t 4- tvi STATE ZIP CODE 331 gec, BUSINESS PHONE: ( 7840)Z93-/009 FAX NUMBER (78C) 29a • /0 09 CELL PHONE (784 )3SC. -OZS 2. QUALIFIER'S NAME: L.); S Q • RA M J 01 o QUALIFIER'S LIC NUMBER: C 8C 0 S 70 22- E -MAIL ADDRESS (IF APPLICABLE): LVI S RAM' cl ° @ b aLLso64 %. A EL. Created on 3119109 BY MLDV 1 RV 3126109 MLDV ,:sTATg....Qf FLORID _ OF EttrSISESti AND PROFESat -snugn-qgfic • i1.O6300528 •••:"'::. • f'•:LC:1 ,:-••••• -1/04.3m. FL. 33186 • • . • LA1AU1REY L Ac# 4430772 -- STATE OF FLORIDA: DEPARTMENT OF BUSI-NESS AND -PROFESSIONAL •REGULATION- ' CONSTRUCTION 'INDUSTRY .T_IICENSING BOARD SEQ# L09060500574 The BUSINESS ORGANIZATION . Named below IS QUALIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2011 (THIS IS NOT A. LICENSE TO PERFORM WORK. THIS ALLOWS COMPANY TO DO BUSINESS ONLY IF IT HAS A QUALIFIER.) BUILDERS OF MIAMI LLC 12487 -SW 121ST AVENUE MIAMI FL 33186-5170 CHARLIE CRIST GOVERNOR DISPLAY AS REQUIRED BY LAW CHARLES W. DRAGO SECRETARY 1 MIAMI -DADE COUNTY TAX COLLECTOR 140 W. FLAGLER ST. 1st FLOOR MIAMI, FL 33130 626667 -0 BUSINESS NAME / LOCATION BUILDERS OF MIAMI LLC 12487 SW 121 AVE 33186 UNIN DADE COUNTY 2011 LOCAL BUSINESS TAX RECEIPT 2012 MIAMI -DADE COUNTY - STATE OF FLORIDA .! EXPIRES SEPT. 30, 2012 MUST BE DISPLAYED AT PLACE OF BUSINESS PURSUANT TO COUNTY CODE CHAPTER 8A - ART. 9 & 10 FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 THIS IS NOT A BILL - DO NOT PAY RENEWAL RECEIPT NO. 653166-0 STATE# CBC057022 OWNER BUILDERS OF MIAMI LLC Sec. Type of Business 196 GENERAL BUILDING CONTRACTOR THIS IS ONLY A LOCAL BUSINESS TAX RECEIPT. IT DOES NOT PERMIT THE HOLDER TO VIOLATE ANY EXISi1NG REGULATORY OR ZONING LAWS OF THE COUNTY OR CRIES. NOR DOES IT EXEMPT THE HOLDER FROM ANY OTHER PERMIT OR LICENSE REQUIRED BY LAW. THIS IS NOT A CERTIFICATION OF THE HOLDER'S QUALIFICA- TIONS. PAYMENT RECEIVED M1AMI -DADE COUNTY TAX COLLECTOR: 07/05/2011 09010333001 000075.00 SEE OTHER SIDE WORKER /S 1 DO NOT FORWARD BUILDERS OF MIAMI LLC IVONNE M RAMUDO MGR 12487 SW 121 AVE MIAMI FL 33186 1111111111111311111111111111111111 lilt tl1111 1111111111111Z NI OP ID: OA '4_ ---- R 7 CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 09/26/11 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the pollcy(Ies) 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 305 -593 -1449 Insurance Marketing Center 2500 N. W. 79th Ave. #208 Miami, FL 33122 Paul Perez CONTACT Luis Ramudo PHONE 786- 356 -0252 FAX INC. No. Ext): (A/C, No): 786- 293 -1009 E -MAIL ADDRESS: PRODUCER BUILD -3 CUSTOMER ID #: INSURER(S) AFFORDING COVERAGE NAIC # INSURED Builders of Miami, LLC Luis Ramudo 12487 S.W. 121 Ave. Miami, FL 33186 INSURER A: United Specialty Ins. Co. OCCUR INSURER B : Progressive Insurance Co. 24252 INSURERC: 12/07/10 INSURER D : EACH OCCURRENCE INSURER E : DAMAGE TO RENTED PREMISES (Ea ocwrrence) INSURER F : 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. INSR LTR TYPE OF INSURANCE ADOL INSR SUBR WVD POLICY NUMBER POLICY EFF (MM/DDIYYYY) POLICY EXP (MM/DDIYYYY) LIMITS A GENERAL X LIABILITY COMMERCIAL GENERAL LIABILITY OCCUR NS1208028 12/07/10 12/07/11 EACH OCCURRENCE $ 300,000 DAMAGE TO RENTED PREMISES (Ea ocwrrence) $ 100,000 CLAIMS -MADE MED EXP (Any one person) $ 5,000 GE PERSONAL & ADV INJURY $ 300,000 GENERAL AGGREGATE $ 300,000 'L AGGREGATE LIMIT APPLIES PER: POLICY JERCT LOC PRODUCTS - COMP /OP AGG $ 300,000 $ B B B B B AUTOMOBILE X X X X X LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS 079730710 05/09/11 05/09/12 COMBINED SINGLE UMIT (Ea accident) $ 300,000 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accdent) $ $ $ UMBRELLA LAB EXCESS LAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ WORKERS 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 OMITS ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ below E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule If more space is required) General Contractor. CERTIFICATE HOLDER CANCELLATION Miami Shores Building Dept. 10050 NE 2nd Ave Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ,73' Vii_ -1 ACORD 25 (2009/09) © 1988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD ALEX SINK - IEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF SERVIES DIVISION OF ORKERS'NCOMP NSAC ION DI * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * CONSTRUCTION INDUSTRY EXEMPTION from Florida Workers' Compensation law. This certifies that the individual listed below has elected to be exempt EXPIRATION DATE: 07/15/2012 LUIS A 05 -17 -2010 EFFECTIVE DATE: 07116/2010 PERSON: RAMUDO FEIN: 421765322 BUSINESS NAME AND ADDRESS: BUILDERS OF MIAMI LLC 12487 SW 121ST AVE FL 33186 MIAMI SCOPES OF BUSINESS OR TRADE: 1- CONSTRUCTION apply only within the under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt..- pP y Y IMPORTANT: Pursuant to Chapter 440 05tla�p.S -, an officer of a corporation who elects exemption from cbapter fie filing to exempt election certificetes of scopes may not recover benefits sr con the of the notice or the issuance of the certificate, the person named on the notice or scope i n to the business exempt or trade be listed t the notice of election to be exempt. Pursuant to Chapter or the issuance election to oe exempt eels the require to revocation f this section is at any time after the feting ure of h person 413 -1609 certificate no longer meets the regairemeatsi of this sectioassuance of a certificate. The department shall revoke a certificate at any time for failure QUESTIONS? the person named on the certificate to meet the requirements DWC 2252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 -06 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE IMPORTANT F Pursuant to Chapter 440.05(14), F -S, an f officer ar �ertlficateoof election 0 elects exemption from this chapter by L under this section may not recover benefits or compensation under this D chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be H exempt.. apply only within the scope of the business or trade listed on E the notice of election to be exempt E R 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 deartment perrsonn named shall onr the kcertificate lto meet the l requirements rofo the this section. STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW EFFECTIVE: 07/16/2010 EXPIRATION DATE: 07/15/2012 PERSON: LUIS A RAMUDO FEIN: 421765322 BUSINESS NAME AND ADDRESS: BUILDERS OF MIAMI LLC 12487 SW 121ST AVE MIAMI, FL 33186 SCOPE OF BUSINESS OR TRADE 1- CONSTRUCTION QUESTIONS? (850) 413 -1609 CUT HERE * Carry bottom portion on the job, keep upper portion for your records. DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 -06 • • • GISELA REY, P.E. 14921 SW 30th TER Miami, Florida 33185 Phone: 305 229 -8374 Fax 305 226 -6904 By GR Date 10/5/11 Sheet 1 Of 4 MANUELA JASSEN RESIDENDCE 190 NW 96 CT. Miami Shores, Florida 33150 WINDOWS & DOORS REPLACEMENT INDEX: WIND LOAD CALCULATION FOR COMPONENTS AND CLADDING PRODUCT APPROVAL REVIEW SHEET S -1 SHEET S -2 COPY OF SELECTED NOA GISELA REY, PE STRUCTURAL ENGINEER FL, P.E. No. 66366 • GISELA REY, P.E. 14921 SW 30th TER Miami, Florida 33185 Phone: 305 229 -8374 Fax 305 226 -6904 By GR Date 10/5/11 Sheet 2 Of 4 Project: MANUELA JASSEN RESIDENCE WIND LOAD DATA ONE STORY BUILDING WIND LOAD AS PER ASCE 7/05 FOR MEAN ROOF ELEVATION LESS THAN 60 FEET B = MINIMUM WIDTH (FT) = 18.00 H = MEAN ROOF ELEVATION (FT) = 11.50 V= WIND VELOCITY (MPH) = 146 I = IMPORTANCE FACTOR = 1.00 EXPOSURE CATEGORY C ROOF GEOMETRY : H (FT) = 3.00 L (FT) = 12.00 ROOF SLOPE (DG)= 14.03 IDKz= EXPOSURE COEFFICIENT = 0.89 Kd= WIND DIRECTIONALITY FACTOR = 0.85 V = VELOCITY PRESSURE = 0.00256 x Kz x Kd x V2 x I = 41.05 PSF APPLY REDUCTION PER ROOF SLOPE LESS THAN 10 GR NO PERCENT OF REDUCTION = 0 CPI COEFFICIENTS = + / - 0.18 a = ZONE 5 EXTENSION (FT) = 3.00 SMALLER BETWEEN : a =0.10 B= 1.80 AND a =0.4 H= 4.60 = 1.80 BUT NOT LESS THAN : 4% OF B= 0.72 OR 3.00 • • • • GISELA REY, P.E. 14921 SW 30th TER Miami, Florida 33185 Phone: 305 229 -8374 Fax 305 226 -6904 By GR Date 10/5/11 Sheet 3 Of 4 Project: MANUELA JASSEN RESIDENCE WIND LOAD SUMMARY MARK WIDTH HEIGHT EFFECT WIND AREA ZONE 4 ZONE 6 ZONE 4 ZONE 6 GCP GCP GCP GCP WL WL WL WL POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE IN IN IN SF PSF PSF PSF PSF (A) HR -37 X 26 (OX) (B ) HR -37 X 38 3/8 (OX) (C) FW -27 X 71 (D) SH -26 1/2 X 71 (E) HR -37 X 50 5/8 (OX) (F) CAS -37 X 50 5/8 (G) SH- 19 X 38 3/8 (H) HR -55 1/2 X 51 1/2 (OX) (I) HR -93 1/2 X 50 1/2 (XOX) (1) FD -31 X 80 (2) FD -36 X 80 18.50 18.50 21.00 26.50 18.50 37.00 19.00 27.75 31.17 31.00 36.00 26.00 38.38 71.00 35.50 50.63 50.63 19.00 51.50 50.50 80.00 80.00 3.34 4.93 11.67 6.53 6.50 13.01 2.51 9.92 10.93 17.22 20.00 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00 1.00 0.98 0.95 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00 1.00 0.98 0.95 -1.40 -1.40 -1.40 - 1.40 -1.40 -1.38 -1.40 -1.40 - 1.40 - 1.35 -1.30 48.44 48.44 48.44 48.44 48.44 47.93 48.44 48.44 48.44 47.41 46.39 -52.54 -52.54 -52.54 -52.54 -52.54 -52.03 -52.54 -52.54 -52.54 -51.52 -50.49 48.44 48.44 48.44 48.44 48.44 47.93 48.44 48.44 48.44 47.41 46.39 - 64.86 - 64.86 - 64.86 -64.86 -64.86 - 63.83 - 64.86 - 64.86 -64.86 - 62.81 -60.75 • • • GISELA REY, P.E. 14921 SW 30th TER Miami, Florida 33185 Phone: 305 229 -8374 Fax 305 226 -6904 By GR Date 10/5/11 Sheet 4 4 Project: MANUELA JASSEN RESIDENCE PRODUCT APPROVAL REVIEW MARK No. SIZE W x 11 TYPE OF UNIT NAME/ MODEL No. NOA No. PRODUCT APPR. No. APPROVED WIND PRESSURE DESIGN WIND PRESSURE MULLION SHUTTER REQUIREMENT POSITIVE NEGATIVE POSITIVE NEGATIVE SPAN TRIB. WIDTH YES NO IN PSF PSF PSF PSF IN IN A 37 X 26 HOR. ROLLER SERIES 1650 OX 09- 1217.04 53.33 - 120.00 48.44 -64.86 x B 37 X 38 3/8 HOR. ROLLER SERIES 1650 OX 09- 1217.04 53.33 - 120.00 48.44 -52.54 x C 27 X 71 FIXED WINDOW SERIES 4302 10- 1221.01 90.00 - 90.00 48.44 -64.86 x D 26 1/2 X 71 SINGLE HUNG SERIES 2000 09- 1217.05 75.00 - 75.00 48.44 -64.86 x E 37 X 50 5/8 HOR. ROLLER SERIES 1650 OX 09- 1217.04 53.33 - 104.70 48.44 -52.54 x F 37 X 50 5/8 CASEMENT SERIES 2009 10- 0407 -01 90.00 -90.00 47.93 -52.03 x G 191/8 X 38 3/8 SINGLE HUNG SERIES 2000 09- 1217.05 90.00 - 90.00 48.44 -52.54 x H 55 1/2 X 51 1/2 HOR. ROLLER SERIES 1650 OX 09- 1217.04 53.33 - 83.40 48.44 -52.54 x I 93 1/2 X 50 1/2 HOR. ROLLER SERIES 1650 XOX 08- 0820.12 60.00 - 60.00 48.44 -64.86 x 1 31 X80 SWING DOOR 07 -0314.05 70.00 -70.00 47.41 -51.52 x 2 36 X 80 SWING DOOR 07 -0314.05 -70.00 - 70.00 46.39 -50.49 x 1 X 4 MULLION ALUM. TUBE 06-0214.02 99.38 - 99.38 48.44 -64.86 71 27 m • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, FL 33012 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.GOwbuildingcode 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 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 1650 Aluminum Horizontal Sliding Window — L.M.L APPROVAL DOCUMENT: Drawing No. HS08-01, titled "Series 1650 Aluminum Horizontal Sliding Window (XO) Impact Resistant Glass ", sheets 1 through 7 of 7, dated 03/14/08 with the latest revision dated 12/10/09, prepared by manufacturer, signed and sealed by Francisco Hernandez, 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 Missile 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 NOA No. 08-0107.08 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMI -DADE COUNTY APPROVED f;e'r(k NOA No. 09- 1217.04 Expiration Date: April 10, 2013 Approval Date: February 03, 2010 Page 1 • • • Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No HS08 -01, titled "Series 1650 Aluminum Horizontal Sliding Window (XO) Impact Resistant Glass ", sheets 1 through 7 of 7, dated 03/14/08 with the latest revision dated 12/10/09, prepared by manufacturer, signed and sealed by Francisco Hernandez, 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 Aluminum Horizontal Sliding Window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5331, dated 09/18/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 08-010Z08) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of Aluminum Horizontal Sliding Window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5015, dated 07/27/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 08 -0107.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Sunshine Windows Manufacturing, Inc., dated 12/15/07, signed and sealed by Francisco Hernandez, P. E. Complies with ASTM E1300-02 (Submitted under previous NOA No. 08- 0107.08) D. QUALITY ASSURANCE 1. Miami-Dade Building Code Compliance Office (BCCO). E -2 Jaime D..Gascon, P. E. Chief, Product Control Division NOA No. 09- 1217.04 Expiration Date: April 10, 2013 Approval Date: February 03, 2010 • • • Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09- 0312.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 05/13/09, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance, dated December 15, 2007, signed and sealed by Francisco Hernandez, P. E. (Submitted under previous NOA No. 08 -0107.08) 2. Statement letter of no financial interest, dated December 15, 2007, signed and sealed by Francisco Hernandez, P. E. (Submitted under previous NOA No. 08-0107.08) 3. Laboratory compliance letter for Test Report No. FTL -5331, issued by Fenestration Testing Laboratory, Inc., dated September 21, 2007, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 08 -0107.08) 4. Laboratory compliance letter for Test Report No. FTL -5015, issued by Fenestration Testing Laboratory, Inc., dated August 07, 2007, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 08 -0107.08) G. OTHERS 1. Notice of Acceptance No. 08- 0107.08, issued to Sunshine Windows Manufacturing, Inc., for their Series "1650 Aluminum Horizontal Sliding Window, approved on 04/10/08 and expiring on 04/10/136. E -2 Jaime D. Gascon, ' . E. Chief, Product Control Division NOA No. 09- 1217.04 Expiration Date: April 10, 2013 Approval Date: February 03, 2010 BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, FL 33012 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 Section 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 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. BORA 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 "4302" Aluminum Fixed Window -- L.M.I. APPROVAL DOCUMENT: Drawing No. PW08 -01, titled "Series 4302 Aluminum Fixed Window Impact Resistant ", sheets 1 through 8 of 8, dated 08/18/08 with revision dated 01/24 /11, prepared by Sunshine Windows Manufacturing, Inc., signed and sealed by Francisco Hernandez, P. E., bearing the Miami —Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 NOA No. 08- 0902.10 and consists of this page 1, evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMI -DADS COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26th Street, Room 208 Miami, Florida 33175-2474 T (786) 315 -2590 F (786) 315 -2599 www.mlamidade.ea�v,buildina NOA No. 10-1221.01 Expiration Date: September 11, 2013 Approval Date: February 24, 2011 Page 1 • • • Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No PW08 --01, titled "Series 4302 Aluminum Fixed Window Impact Resistant ", sheets 1 through 8 of 8, dated 08/18/08 with revision dated 01/24/11, prepared by Sunshine Windows Manufacturing, Inc., signed and sealed by Francisco Hernandez, P. E. B. TESTS 1. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum arch, eyebrow and rectangular fixed windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3388, dated August 14, 2002, signed and sealed by Joseph Chan, P.E. (Submitted under previous NOA N° 03-0314.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Sunshine Windows Manufacturing, Inc., dated 12/I7/10, signed, sealed and dated 01/26/11 by Franco Hernandez, P. E. Complies with ASTM E1300 -02/ 04 D. QUALITY ASSURANCE 1. Miami Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATIONS 1. Notice of' Acceptance No. 06-0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored interlayer" dated 05/04/06, expiring on 05/21/11. F. STATEMENTS 1. Statement letter of compliance with the FBC -2007, dated February 02, 2011, signed and sealed by Franco Hernandez, P. E. 2. Statement letter of conformance, dated February 02, 201 I, signed and sealed by Franco Hernandez, P. E. E -1 Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 10-1221.01 Expiration Date: September 11, 2013 Approval Date: February 24, 2011 • • • Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 3. Statement letter of no financial interest, dated February 02, 2011, signed and sealed by Franco Hernandez, P. E. 4. Laboratory compliance letter for Test Report No. FTL -3388, issued by Fenestration Testing Laboratory, Inc., dated September 5, 2002, signed and sealed by Joseph Chan, P. E. (Submitted under previous NOA N°. 03- 0314.07) G. OTHERS 1. Notice of Acceptance No. 08 -0902.10, issued to Sunshine Windows Manufacturing, Inc. for their Series "4302 Aluminum Fixed Window — L.M.I.", approved on I0/23/08 and expiring on 09/11/I3. E -2 Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 10-1221.01 Expiration Date: September 11, 2013 Approval Date: February 24, 2011 • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Sunshine Windows Manufacturing, Inc. 1745 West 33`' Place Hialeah, FL 33012 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 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 2000 Aluminum Single Hung Window - L.M.I. APPROVAL DOCUMENT: Drawing No. SH08-01, titled "Series 2000 Aluminum Single Hung Impact Resistant Window ", sheets 1 through 6 of 6, dated 04/02/08, revised and dated 03/04/10, prepared by manufacturer, signed and sealed by Francisco Hernandez, 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 Missile 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 NOA No. 08- 0219.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130 -1563 (305) 375 -2902 FAX (305) 372 -6339 www.maimidade.Gov/buildinacode NOA No. 09- 1217.05 Expiration Date: April 24, 2013 Approval Date: March 24, 2010 Page 1 Sunshine Windows Manufacturing, Inc. • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • • A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No SH08 -01, Sheets 1 through 6 of 6, titled "Series 2000 Aluminum Single Hung Impact Resistant Window", dated 04 /02/08, revised and dated 03/04/10, prepared by manufacturer, signed and sealed by Francisco Hernandez, 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 series 2000 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5253, dated 10/02/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 08- 0219.03) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of series 2000 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5252, dated 08/17/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No.08- 0219.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004 and FBC -2007, prepared by manufacturer, dated 12/22/07, signed and sealed by Francisco Hernandez, P. E. Complies with ASTM E1300 -02 (Submitted under previous NOA No.08- 0219.03) D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E -1 Jaime D. Gascon, P. E. Chief, Product Control Division NOA No. 09- 1217.05 Expiration Date: April 24, 2013 Approval Date: March 24, 2010 • • • Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09- 0312.02 issued to E. I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 05/13/09, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance, dated December 08, 2009, signed and sealed by Francisco Hernandez, P. E. 2. Statement letter of no financial interest, dated February 6, 2008, signed and sealed by Francisco Hernandez, P. E. (Submitted under previous NOA No.08- 0219.03) 3. Laboratory compliance letter for Test Report No. FTL -5252 issued by Fenestration Testing Laboratory, Inc., dated 08/28/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 08 -0219 03) 4. Laboratory compliance letter for Test Report No. FTL -5253 issued by Fenestration Testing Laboratory, Inc., dated 10/10/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 08-0219.03) G. OTHERS 1. Notice of Acceptance No. 08- 0219.03, issued to Sunshine Windows Manufacturing, Inc. for their Series "2000 Aluminum Single Hung Window - L.M.L ", approved on 04/24/08 and expiring on 04/24/13. E -2 Jaime D. Gascon, P. Chief, Product Control Division NOA No. 09- 1217.05 Expiration Date: April 24, 2013 Approval Date: March 24, 2010 0 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.gov/buildingcode Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, FL 33012 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 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 2009 Outswing Aluminum Casement Window — L.M.I. APPROVAL DOCUMENT: Drawing No. CS09 -01, titled "Series 2009 Out - Swinging Aluminum Casement Window - Impact Resistant Glass ", sheets 1 through 6 of 6, dated 12/03/08, with last revision dated 03/19/10, prepared by manufacturer, signed and sealed by Francisco Hernandez, 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 Missile 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 NOA # 0 8-1224.10 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 10-0407.01 Expiration Date: June 17, 2014 Approval Date: May 19, 2010 Page 1 • 1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. CS09 -01, titled "Series 2009 Out - Swinging Aluminum Casement Window — Impact Resistant Glass ", sheets 1 through 6 of 6, dated 12/03/09, with last revision dated 03/19/10, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E. B. TESTS "Submitted under NOA # 08- 1224.10" 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 an outswing aluminum casement window, glazed with 5/16" overall HS laminated glass, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL -5560, dated 09/04/08, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS "Submitted under NOA # 08- 1224.10" 1. Anchor verification calculations, structural and comparative analysis, complying with FBC -2004, prepared by Francisco Hernandez Structural, P.E. Engineering, dated 12/08/08 and 05/07/09, signed and sealed by Francisco Hernandez, 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. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. F. STATEMENTS "Submitted under NOA # 08- 1224.10" 1. Statement letter of conformance, dated December 8, 2008, signed and sealed by Francisco Hernandez, P.E. 2. Statement letter of no financial interest, dated December 8, 2008, signed and sealed by Francisco Hernandez, P.E. 3. Laboratory compliance letter for Test Report No. FTL -5560, issued by Fenestration Testing Laboratory, Inc., dated May 12, 2009, signed and sealed by Michael Wenzel, P.E. 4. Statement letter of 2007 FBC conformance, dated 03 /19/10, s' 144- • and sealed by Francisco Hernandez, P.E. 40 if r 1A1/1 Carlos Utrera, P.E. Product Control Examiner NOA No. 10-0407.01 Expiration Date: June 17, 2014 Approval Date: May 19, 2010 E -1 • 0 0 MIAM BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Sunshine Windows Manufacturing, Inc. 1745 West 33rd Place Hialeah, FL 33012 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 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 1650 (XOX) Aluminum Horizontal Sliding Window — L.M.I. APPROVAL DOCUMENT: Drawing No. HR08 -02, titled "Series 1650 Aluminum Horizontal Sliding Window (XOX) Impact Resistant Windows ", sheets 1 through 6 of 6, dated 7/21/08 , prepared by manufacturer, signed and sealed by Francisco Hernandez, 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 Missile 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 # 07- 0810.06 and consists of this page 1 and evidence pages E -1 and E- 2, as well as approval document mentioned above. The submitted documentation was reviewed by Fitz A. Harris 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.buldingcodeonline.com, MANMADE COUNTY APPROVED NOA No. 08- 0820.12 Expiration Date: August 19, 2013 Approval Date: September 25, 2008 Page 1 • Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No HR08 -02, titled "Series 1650 Aluminum Horizontal Sliding Window (XOX) Impact Resistant Windows" Sheets 1 through 6 of 6, dated 7/21/08 , prepared by manufacturer, signed and sealed by Frank Hernandez, P.E. B. TESTS 1. Test reports 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 per FBC, TAS 201 -94, ( #6 aggregate gravel) 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window with .34" laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5352, dated December 7, 2007, signed and sealed by Carlos Rionda, P.E. C. CALCULATIONS • 1. Anchor verification calculations and structural analysis, complying with FBC -2004, dated July 15, 2008, prepared, signed and sealed by Francisco Hernandez, P.E. Complies with ASTM E1300 -98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glas ® Plus" dated 01/03/08, expiring on 01/14/12. 2. Notice of Acceptance No. 08- 0709.04 issued to Glasslam NGI Inc. for their "Safety - Plus II - Laminated Glass" dated 09/11/08, expiring on 09/05/2011. E -1 Fitz A. Harris, P.E. Product Control Examiner NOA No. 08- 0820.12 Expiration Date: August 19, 2013 Approval Date: September 25, 2008 • • • Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, dated July 15, 2008, signed and sealed by Francisco Hernandez, P.E. 2. Letter of "No Financial Interest in Testing Laboratory", dated 7/15/08 signed and sealed by Francisco Hernandez, P.E. G. OTHER 1. Notice of Acceptance No. 07- 0810.06, issued to Sunshine Windows Manufacturing, Inc. for their Series "1650" Aluminum Horizontal Sliding Window (XOX) Large and Small Missile Impact, approved on 09/20/07 and expiring on 08/19/08. E -2 Fitz A Harris, P.E. Product Control Examiner NOA No. 08- 0820.12 Expiration Date: August 19, 2013 Approval Date: September 25, 2008 • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Sunshine Windows Manufacturing, Inc. 1745 W 33ra Place Hialeah, FL 33012 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submittethastern reviewed-by Miami -Bade bounty 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 meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No.SW -01 -07 titled "Aluminum Tube Mullion," sheets 1 through 7 of 7, dated 09 /30/05, prepared by manufacturer, signed and sealed by Francisco Hernandez, 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 Missile 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 renews NOA # 01- 1226.14 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. 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.buildinecodeonline.com NOA No 06- 0214.02 Expiration Date: January 25, 2012 Approval Date: February 22, 2007 Page 1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMT1 "1ED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No SW- O1 -07, Sheets 1 through 7 of 7, titled "Aluminum Tube Mullion ", dated 09/30/05, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E. B. TESTS • • -I.O •1 .. .- ►4 - 111. - ,- FB TAS 201 -94. 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94. Along with marked -up drawings and installation diagram of Aluminum Single Hung Windows Mulled Together, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL -2680, dated 06/29/00, signed and sealed by Aldo P. Gonzalez, P.E. (Submitted Under NOA 01- 1226.14) C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by manufacturer, dated 09/30/05 and revised on 01/15/07, signed and sealed by Francisco Hernandez, P.E. 2. Anchor Calculations and structural analysis, prepared by manufacturer, dated 02 /29/00 signed and sealed by Francisco Hernandez, P.E. (Submitted Under NOA 01- 1226.14) D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, dated January 15, 2007, signed and sealed by Francisco Hernandez, P.E. 2. Statement letter of no financial interest, dated January 15, 2007, signed and sealed Francisco Hernandez, P.E. G. OTHER 1. Notice of Acceptance No. 01- 1226.14, issued to Sunshine Windows Manufacturing, Inc. for their Aluminum Tube Mullion, approved on 01/31/02 and expiring on 01/25/07. E -1 Manuel Product Control Di NOA No 06- Expiration Date: January 25, 2012 Approval Date: February 22, 2007 • M I A M I DADS BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 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 Jeld -Wen 3737 Lakeport Boulevard Klamath Falls, OR 97601 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 meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. • DESCRIPTION: Jeld -Wen Steel, Steel Edge Door in an Adjustable Steel Frame (out- swing) APPROVAL DOCUMENT: Drawing No. S -2075, titled "3' x 7' Opaque, O. S. Steel Door in Adjust. Frame, sheets 1 through 5 of 5, prepared by PTC, LLC. dated 01/15/01 and last revised on 02/20/07, Signed on 03/13/07 by Eric S. Nielson, P. E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile 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 01- 0122.09 and consists of this page 1, Evidence Page El, as well as approval document mentioned above. The submitted documentation was reviewed by Mohammed Iqbal Shaikh, P. E. NOA No. 07- 0314.05 Expiration Date: April 25, 2012 Approval Date: May 17, 2007 Page 1 • • • Jeld -Wen NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. S -2075, titled "3' x 7' Opaque, 0. S. Steel Door in Adjust. Frame, sheets 1 through 5 of 5 prepared by PTC, LLC. dated 01/15/01 and last revised on 02/20/07, signed on 03/13/07 by Eric S. Nielson, P. E., B. TESTS 1. Test report on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Large Missile Impact Test, SFBC PA 201 -94 5) Cyclic Loading Test, per SFBC PA 203 -94 along with marked -up drawings and installation diagram of single outswing opaque steel doors, prepared by Certified Testing Laboratories, Test Report No. CTLA641W, dated January 05, 2001, signed and sealed by Ramesh Patel, P.E. (This test report has been revisedby addendum letter dated August 23, 2001, issued by CTL and signed and sealed by Ramesh Patel, P.E.) C. CALCULATIONS 1. Anchor verification calculations, dated 02/19/07, 2001, prepared by PTC LLC, signed and sealed ON 03/05/07 by Eric S. Nielson, P. E., D. MATERIAL CERTIFICATIONS 1. None E. STATEMENTS 1. Letter of conformance to 2004 Florida Building Code an d no financial interest, dated 03/06/07 signed & sealed by Eric S. Nielson, P. E. 2. Letter of submittal dated 03/06/07 by Jeld Wen, signed by Mr. S. Saffel 3 Statement letter of compliance, as part of test report, issued by Certified Testing Laboratories, Report No. CTLA641W, signed and sealed by Ramesh Patel, P.E. 4 Addendum letter dated August 23, 2001, issued by CTL and signed and sealed by Ramesh Patel, P.E. F. OTHER 1. None E -1 Mohammed Iqbal Shaikh, P. E. Sr. Building Code Compliance Specialist NOA No. 07- 0314.05 Expiration Date: April 25, 2012 Approval Date: May 17, 2007 (EGRESS) 47.93 PSF - 52.03 PSF 48.44 PSF - 52.54 PSF 48.44 PSF - 52.54 PSF 48.44 PSF - 52.54 PSF 48.44 PSF 48.44 PSF 48.44 PSF -52.54 PSF -52.54 PSF -64.86 PSF BEDROOM -2 OI BATH -1 BEDROOM -1 1° X 4" MUWON (TYP) NOA: 06- 0214.02 FAMILY ROOM LMNG ROOM O O 48.44 PSF -64.86 PSF 48.44 PSF -52.54 PSF Miami Shores Village APPROVED BY DATE ZONING DEPT Date: 10 -06-11 Scale: 3/16 " =1' -0" BLDG DEPT cr V U A) .11' 4 SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS 48.44 PSF -64.86 PSF -52.54 PSF 48.44 PSF -51.52 PSF 47.41 PSF KITCHEN DINING ROOM BATH -2 BEDROOM -3 46.39PSF - 50.49PSF PORCH a N I (EGRESS) KI 48.44 PSF - 52.54 PSF 48.44 PSF -52.54 PSF 47' -2" 48.44 PSF -52.54 PSF (EGRESS) 48.44 PSF -64.86 PSF PLAN CITY COPY vicr5177711g OCT 1 2 2011 to fe /// GISELA REY, P.E. STRUCTURAL ENGINEER FL P.E. No 66366 �e�ngiatealtht, gArC Structural Engineering Consultants 14921 SW 30th Ter. Miami, FL. 33185 Tel. 305 229 -8374 Fax 305 226 6904 C.A. # 28418 MANUELA JASSEN RESIDENCE WINDOWS & DOORS REPLACEMENT 190 NW 93 CT. MIAMI SHORES, FL 33150 Drawn By: Y.I. Date: 10 -06-11 Scale: 3/16 " =1' -0" Job No: 111002 Revision: Revision: Sheet No. S -1 NOTES: 1. DESIGN CRITERIA: WIND LOAD AS PER ASCE 7 -05 BASIC WIND SPEED: 146 MPH OCCUPANCY CATEGORY II (AT HURRICANE OCEANLINE), EXPOSURE "C" 2. PROPOSED WINDOWS Sc DOORS ARE IMPACT RESISTANT. SHUTTERS ARE NOT REQUIRED. 3. ALL WOOD BUCK SHALL BE P.T. 4. ALL WOOD BUCK SHALL BE ATTACHED TO CONCRETE WITH 1/4" STAGGERED TAPCONS © 6" FROM ENDS AND © 12" 0.C. MAX. WITH 1 1/4" MIN. EMBEDMENT INTO CONCRETE. 5. COLOR: FRAMING WHITE GLASS GRAY EMERGENCY ESCAPE AND RESCUE OPENING. 20" TO COMPLY WITH SECTION R310.1 OF FBC. MIN. THE MINIMUM NET CLEAR OPENING AREA r-- — SHALL BE 5.7 SQ. FT. L— — J EXCEPTION: GROUND FLOOR OPENINGS SHALL BE PERMITTED TO HAVE A MINIMUM NET CLEAR OPENING OF 5.0 SQ. FT. FINISH FLOOR EMERGENCY ESCAPE AND RESCUE OPENING DETAIL WINDOW & DOOR SCHEDULE MARK TYPE DIMENSIONS (IN) N.O.A. No. MATERIAL GLASS TYPE REMARKS W H A HOR. ROLLER (OX) 37 26 09- 1217.04 ALUM GLASS 5/16" LAMINATED FULL VIEW B HOR. ROLLER (OX) 37 38 3/8 09- 1217.04 ALUM GLASS 5/16" LAMINATED FULL VIEW C FIXED WINDOW 27 71 10- 1221.01 ALUM GLASS 5/16" LAMINATED FULL VIEW D SINGLE HUNG 26 1/2 71 09- 1217.05 ALUM GLASS 5/16" LAMINATED FULL VIEW E HOR. ROLLER (OX) 37 50 5/8 09- 1217.04 ALUM GLASS 5/16" LAMINATED FULL VIEW F CASEMENT 37 50 5/8 10- 0407.01 ALUM GLASS 5/16" LAMINATED FULL VIEW G SINGLE HUNG 19 1/8 38 3/8 09- 1217.05 ALUM GLASS 5/16" LAMINATED FULL VIEW H HOR. ROLLER (OX) 55 1/2 51 1/2 09- 1217.04 ALUM GLASS 5/16" LAMINATED FULL VIEW I HOR. ROLLER (XOX) 93 1/2 50 1/2 08- 0820.12 ALUM GLASS 5/16" LAMINATED FULL VIEW H HOR. ROLLER (OX) 55 1/2 51 1/2 09- 1217.04 ALUM GLASS 5/16" LAMINATED FULL VIEW I HOR. ROLLER (XOX) 93 1/2 50 1/2 08- 0820.12 ALUM GLASS 5/16" LAMINATED FULL VIEW GISELA REY, P.E. STRUCTURAL ENGINEER FL P.E. No 66366 XC Structural Engineering Consultants 14921 SW 30th Ter. Miami, FL. 3318.5 Tel. 305 229 -8374 Fax 305 226 6904 C.A. # 28418 MANUELA JASSEN RESIDENCE WINDOWS & DOORS REPLACEMENT 190 NW 93 CT. MIAMI SHORES, FL 33150 Drawn By: Y.L Date: 10-06 -11 Scale: N.T.S. Job No: 111002 Revision: Revision: Sheet No. S -2 WINDOW HEIGHT a r II IMPACT GLASS -tr MAX. II IMPACT GLASS © i 1.3 1/B" MAX. WINDOW WIDTH MAX. TYPICAL ELEVATION (XO) GENERAL NOTES: IMPACT HORIZONTAL ROLLER WINDOW. 1.- CONFIGURATIONS OX AND XO 2.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURE CHART 3.- REFERENCES: TEST REPORT FTL - -5015 4.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE 5.- FASTENERS MUST HAVE THEIR OWN NOTICE OF ACCEPTANCE AND MUST BE MADE OF STAINLESS STEEL OR HAVE ADEQUATE PROTECTION AGAINST CORROSION, PER DIN 50018. ALUMINUM CONTACTING METALS SHALL BE PROPERLY PROTECTED. 6.- GLAZING: 0.340" OVERALL LAMINATED GLASS USING TWO UTES OF 0.125" HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYER FILM DUPONT BUTACITE PVB, BETWEEN THE TWO LITES OF GLASS. LAMINATED BY TECNOGLASS OR SIMILAR MIAMI- DADE IMPACT RESISTANT SHUTTERS ARE NOT REQUIRED IMPACT RESISTANT WINDOW FALSE MUNTINS (SURFACE APPUED) MAY BE USED PRODUCT REvIsED Van%;plying with do Florida Codo Mocgoesso No Iz--10 -oq FRANCISCO HERNANDEZ FLORIDA PE # 51393 DESIGN PRESSURE CHART - PSF SERIES 1650 ALUMINUM HORIZONTAL SLIDING WINDOW (%O) HEAT STRENGTHENED LAMINATED IMPACT RESISTANT GLASS WINDOW DIMENSION ANCHOR SCHEDULE HURRICANE PROC FECPION Is NOT REQUIRED WIDTH HEIGHT PER HEAD & SILL, pp2 JNdB 13/4" SILL 3" SILL EXT. TNT. EXT. INT. STANDARD SIZES 1 26 1/2" 53 1/8' 74' CP 4 53.33 1 0.00 80.00 120.00 W 20.00 80.00 120.00 6 53.33 119.30 80.00 119.3 8 53.33 90.0 80.00 90.00 26 1/2" CP 83 /8* 74" 3/8` 4 A 53.33 120.0 80.00 120.00 120.0 80.00 120.00 53.33 95.50 80.00 r 95.50 8 53.33 78.90 78.90 78.90 0 53 1/8 74' 50 5/8 �l 6 0 53.33 104.7g 80.00 104.70 53.33 88.40 80.00 88.40 8 53.33 67.30 67.30 67.30 - 37" 53 1/8" 74" 63' 5 7 53.33 88.20 80.00 88.20 6 53.33 75.00 75.00 75.00 8 53.33 62.00 62.00 62.00 14111DT I AR S17.FC 24" - 36" 48" or 72" 24" 3 3 53.33 120.0 80.00 120.0 4 53.33 120.0 80.00 120.0 6 53.33 120.0 80.00 120.0 7 53.33 120.00 60.00 120.0 8 53.33 90.00 80.00 90.00 24" 36" 48" 60" 72' 36" 3 4 53.33 120.00 80.00 120.0 4 53.33 120.00 80.00 120.0 6 53.33 120.00 80.00 120.0 7 53.33 99.90 80.00 99.90 8 53.33 88.60 80.00 88.60 36" 48" 60" 72" 48" 4 6 53.33 100.40 80.00 100.40 6 53.33 93.90 80.00 93.90 7 53.33 87.00 80.00 87.00 8 53.33 74.30 74.30 74.30 36" 48" 60" 72" 60" 4 lip 53.33 90.00 80.00 90.00 6 o 8 53.33 87.00 80.0 87.00 53.33 83.40 80.0 83.40 53.33 67.80 67.80 67.80 WINDOW HEIGHT a r II IMPACT GLASS -tr MAX. II IMPACT GLASS © i 1.3 1/B" MAX. WINDOW WIDTH MAX. TYPICAL ELEVATION (XO) GENERAL NOTES: IMPACT HORIZONTAL ROLLER WINDOW. 1.- CONFIGURATIONS OX AND XO 2.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURE CHART 3.- REFERENCES: TEST REPORT FTL - -5015 4.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE 5.- FASTENERS MUST HAVE THEIR OWN NOTICE OF ACCEPTANCE AND MUST BE MADE OF STAINLESS STEEL OR HAVE ADEQUATE PROTECTION AGAINST CORROSION, PER DIN 50018. ALUMINUM CONTACTING METALS SHALL BE PROPERLY PROTECTED. 6.- GLAZING: 0.340" OVERALL LAMINATED GLASS USING TWO UTES OF 0.125" HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYER FILM DUPONT BUTACITE PVB, BETWEEN THE TWO LITES OF GLASS. LAMINATED BY TECNOGLASS OR SIMILAR MIAMI- DADE IMPACT RESISTANT SHUTTERS ARE NOT REQUIRED IMPACT RESISTANT WINDOW FALSE MUNTINS (SURFACE APPUED) MAY BE USED PRODUCT REvIsED Van%;plying with do Florida Codo Mocgoesso No Iz--10 -oq FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah. Florida 33012 Ph: (305)364 -0952 Foz:(305)828 -5118 SERIES 1650 ALUMINUM HORIZONTAL SLIDING WINDOW (Xnl Drown , R F 8, Dote: 03 -14-08 Stale: 1/2%21' Revision:12 -10 -05 Revision: DRAWING NO. HS08 -01 SHEET 1 OF 7 x 0 W 3 1/8" 1IMAX. DESIGN PRESSURE CHART - PSF SERIFS 1650 ALUMINUM HORIZONTAL SLIDING WINDOW (XO) HEAT STRENGTHENED LAMINATED IMPACT RESISTANT GLASS WINDOW DIMENSION ANCHOR SCHEDULE HURRICANE PROCrECTION IS NOT REQUIRED WIDTH HEIGHT PER HEAD & SILL PER 'fig 13/4" SILL 3" SILL EXT. INT. EXT. INT. rn g74" STANDARD I 74" 38 3/8" 11 6 53.33 90.00 80.00 90.00 74' so 5/8" 11 8 53.33 90.00 80.00 90.00 37" 83" 6 9 53.33 90.00 80.00 90.00 531/8" 8 53.33 90.00 80.00 90.00 11 53.33 85.20 80.00 85.20 72" 48" 11 7 53.33 90.00 80.00 90.00 I MODULAI L3 48" B0" 7 9 53.33 90.00 80.00 90.00 60' 9 53.33 90.00 80.00 90.00 72" 11 53.33 90.00 80.00 90.00 x 0 W 3 1/8" 1IMAX. WINDOW WIDTH TYPICAL ELEVATION (XO) GENERAL NOTES; IMPACT HORIZONTAL ROLLER WINDOW. 1.- CONFIGURATIONS OX AND XO 2.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURE CHART 3.- REFERENCES: TEST REPORT FTL -53J1 4.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE 5.- FASTENERS MUST HAVE THEIR OWN NOTICE OF ACCEPTANCE AND MUST BE MADE OF STAINLESS STEEL OR HAVE ADEQUATE PROTECTION AGAINST CORROSION, PER DIN 50018. ALUMINUM CONTACTING METALS SHALL BE PROPERLY PROTECTED. 6.- GLAZING: 0.340" OVERALL LAMINATED GLASS USING TWO UTES OF 0.125" HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYER FILM DUPONT BUTACITE PVB, BETWEEN THE TWO LITES OF GLASS. LAMINATED BY TECNOGLASS OR SIMILAR MIAMI- DADE IMPACT RESISTANT SHUTTERS ARE NOT REQUIRED IMPACT RESISTANT WINDOW FALSE MUNTINS (SURFACE APPLIED) MAY BE USED PRODUCT ED a emptying what& do Flenatt Wass 'Cods 12.-to -�"! FRANCISCO HERNANDEZ FLORIDA PE # 51393 ~ Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Ploca II II IMPACT GLASS Ph: (305)384 -9952 Fax:(308)828 -5118 I II IMPACT GLASS 11 11 7r ICI 1/8" • 11 11 +r Dote: 03 -14-08 �I --- M---- I6---- -11I! 11s1 i 1 11 ii O - - - - -- °---- - -..- ,I �1 .�L ti r it 11 ii / SHEET I ` WINDOW WIDTH TYPICAL ELEVATION (XO) GENERAL NOTES; IMPACT HORIZONTAL ROLLER WINDOW. 1.- CONFIGURATIONS OX AND XO 2.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURE CHART 3.- REFERENCES: TEST REPORT FTL -53J1 4.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE 5.- FASTENERS MUST HAVE THEIR OWN NOTICE OF ACCEPTANCE AND MUST BE MADE OF STAINLESS STEEL OR HAVE ADEQUATE PROTECTION AGAINST CORROSION, PER DIN 50018. ALUMINUM CONTACTING METALS SHALL BE PROPERLY PROTECTED. 6.- GLAZING: 0.340" OVERALL LAMINATED GLASS USING TWO UTES OF 0.125" HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYER FILM DUPONT BUTACITE PVB, BETWEEN THE TWO LITES OF GLASS. LAMINATED BY TECNOGLASS OR SIMILAR MIAMI- DADE IMPACT RESISTANT SHUTTERS ARE NOT REQUIRED IMPACT RESISTANT WINDOW FALSE MUNTINS (SURFACE APPLIED) MAY BE USED PRODUCT ED a emptying what& do Flenatt Wass 'Cods 12.-to -�"! FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Ploca FRalsoh. Florida 33012 Ph: (305)384 -9952 Fax:(308)828 -5118 HA/Kt/JUN I AL SLW11V (i W IN.UU W (.W) IMPACT RESISTANT GLASS • Drown O RF Dote: 03 -14-08 scale= 1/2' =1' Revislon:12 -10 -09 Revision: DRAWING NO. HS08 -01 SHEET 2 OF 7 VERTICAL SECTION HORIZONTAL SECTION VERTICAL SECTION WITH SILL RISER IMPACT RESISTANT WINDOW � � U as complying FIi8 Baiting Cods Magma 140 o Dale (2.10 -09 FRANCISCO HERNANDEZ FLORIDA PE # 51393 PIN • M Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Ffideah. Florida 33012 Ph: (305)384 -9952 Fa:c(305)828 -5118 SERIES 1650 ALUMINUM HORIZONTAL SLIDING WINDOW (XO) IMPACT RESISTANT GLASS Drown 20 RF y: Date: 03 -14-08 Scale: 1/2"=1. Revision:12 -10 -09 Revielen: DRAWING NO. HS08 -01 SHEET 3 OF 7 MATERIAL LIST ITEM # PART It REQD. DESCRIPTION MATERIAL 1 SW -019 1 FRAME HEAD 6063 -T5 2 SW -019 1 FRAME SILL 6063 -T5 3 SWxxx21 1 INSERT TRACK 6063 -T5 5 SW -012 2 SLIDER TOP /BOTTOM RAIL 6063 -T5 6 SW3019 AS RQD FIN SEAL PILE FELT 8 SW321W 2 WHEEL BRASS 9 SW -017 1 MOVING MEETING RAIL 6063 -T5 10 SW40111 1 FIXED MEETING RAIL 6063 -T5 11 SW -AS AS RQD ASSEMBLY SCREWS # 8 X 1" SMS. 12 SW -013 1 JAMB TO MOVING PANEL 6063 -T5 MATERIAL LIST ITEM # PART # REQD. DESCRIPTION MATERIAL 13 SW -016 1 MOVING SIDE RAIL 6063 -T5 14 SW3257 AS RQD WEATHER STRIP BULB VINYL 15 SW -667 AS RQD LATCH ZINC 16 SW -S10 2 /SILL RETICULATED FILTER FOAM 17 SW40771 1 SILL RISER 6063 -T5 18 SW -014 1 JAMB TO FIXED PANEL 6063 -T5 19 - AS RQD SILICONE PEC. -895 OR SIMILAR 20 SW -101 AS RQD IMPACT GLAZING BEAD 6063 -T6 21 SW -STL 1 3/8" X 3/4" FLAT BAR STEEL 22 SW -AS 4 ASSEMBLY SCREWS # 8 X 2 1/2" SMS. IMPACT RESISTANT WOW •'KODOCT as comply*g vaith. dte Fladds lung Cade kco pstmoe Na Q Diva. 12- ZO--d' FRANCISCO HERNANDEZ FLORIDA PE # 51393 0.812 r Manufacturing, Inc. 1.825 -- 1 Hialeah. Florida 33012 Ph: (305)364 -9952 j I-- 0.394 SERIES 1650 ALUMINUM HORIZONTAL SLIDING WINDOW (XOI 0.050 1.875 MOVING F11117-... --1 `� :� 0.812' MEETING SW -017 6063 -T5 0.050 -- RAIL 2. DRAWING N0. HSO8 -01 I 0.082 is I T it_i 1.280 ,.230 1.437 D� o�iso !J_i_ SW-0G 18 6063 -T5 ,n JAMB 1.312 PANEL 0.687 FRAME ---I FIXED MEETING RAIL SW-40111 6063 -T5 TO FIXED SW-014 6063 -T5 2.077 JAMB TO MOVING PANEL SW -013 6063 -T5 1,00 0.592 0.078 1.0 3.062 0.082 1.750 J 1.8750 iii I I- ---��- 1.000 0050 . 2 h SLIDER TOP SW 6083 0.610 AND -012 -T5 4--- BOTTOM RAIL INSERT SW 6063 J TRACK -016 -T5 I 0.750 l�_ SILL MOVING 1.0000 SIDE �3 T5 RAIL 2.00 SILL RISER 6063 -T5 FRAME HEAD AND SW-019 6063 -T5 IMPACT RESISTANT WOW •'KODOCT as comply*g vaith. dte Fladds lung Cade kco pstmoe Na Q Diva. 12- ZO--d' FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Placa Hialeah. Florida 33012 Ph: (305)364 -9952 Fox(305)828 -5118 SERIES 1650 ALUMINUM HORIZONTAL SLIDING WINDOW (XOI Drown By: RF Date: 03 -14-08 scow 1/2%0 ' Revi&on:12 -10 -09 Revision: DRAWING N0. HSO8 -01 SHEET 40F7 TYPICAL ANCHORS 1/4" TAPCONS 1 1/4" MIN. EMBEDMENT INTO MASONRY THROUGH 1" BY WOOD BUCK (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO DESIGN PRESSURE CHART) • • • TYPICAL ANCHORS 1/4" SMS. THROUGH METAL (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO DESIGN PRESSURE CHART) TYPICAL ANCHORS 1/4" SMS 1 .1/2" MIN. PENETRATION INTO WOOD. INTO MASONRY THROUGH 1" BY WOOD BUCK (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO DESIGN PRESSURE CHART) DETAIL 13 ATTACHMENT TO WOOD DETAIL C ATTACHMENT TO METAL STRUCTURE DETAIL ( STEEL OR ALUM. 1/8" MIN. THICKNESS) TYPICAL HEAD SECTIONS IMPACT RESISTANT WINDOW 2" BY WOOD BUCK PRODUCT REVISED as complying with the Merida alilding Code Acceptance No tsitiratigeDete 12.—t0.(01 FRANCISCO HERNANDEZ FLORIDA PE # 51393 ................ Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah. Florida 33012 Ph: (305)384 -9952 Fax:(305)828 -511 8 SERIES 1650 ALUMINUM HORIZONTAL SLIDING WINDOW (XO) Drawn Ely: RF Dote: 03 -14-08 Scale: 1 /2.'10 Revision:1 2-1 0-09 Revision: DRAWING NO. HSO8 --01 SHEET 50F7 • 2 1/2" MIN. TYPICAL ANCHORS e • • e' • 4' • .q • 2 1/2" MIN. 1 —1/4" TAPCONS 1 1/4" MIN. EMBEDMENT INTO MASONRY (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO DESIGN PRESSURE CHART) DETAIL D ATTACHMENT TO PRE -CAST SILL TYPICAL ANCHORS 2' BY WOOD BUCK 1 /4" SMS 1 1/2" MIN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO DESIGN PRESSURE CHART) DETAIL F ATTACHMENT TO WOOD MEW ILIA 3/4' MAX. NON— SHRINK GROUT OR 1" BY WOOD BUCK 4 2 1 /2" MIN. a= y DETAIL 0 TYPICAL ANCHORS 1/4" TAPCONS 1 1/4" MIN. EMBEDMENT INTO MASONRY THROUGH 1" BY WOOD BUCK OR NON SHRINK NON METALUC GROUT (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO DESIGN PRESSURE CHART) DETAIL E ATTACHMENT TO MASONRY TYPICAL ANCHORS 1 /4" SMS THROUGH METAL (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO DESIGN PRESSURE CHART) ATTACHMENT TO METAL STRUCTURE (STEEL OR ALUM. 1/8" MIN. THICKNESS) TYPICAL SILL SECTIONS IMPACT RESISTANT WINDOW .s AWR1p+y Florae BeisinzpRoDucrVISED eqdrifigedie Date + r[[•Xrio j. ProdessCOIStd >a� (2 -LO-.a l FRANCISCO HERNANDEZ FLORIDA PE # 51393 ............................... Sunshine windows Manufacturing, Inc. 1745 W. 33rd Plow Hl Ieoh, Florida 33012 Ph: (305)384 -9952 Fa:c(305)828 -5118 SERIES 1650 ALUNDNUM HORIZONTAL SLIDING WINDOW (XO) Drown By; RF Date: 03 -14 -08 some: 1/2",•1' Rev,Ian 12 -10 -09 Revision: DRAWING N0. HS08 --01 SHEET 6 OF 7 1/4" SMS 1 1/2" MIN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO DESIGN PRESSURE CHART) 1/4" TAPCONS 1 1/4" MIN. EMBEDMENT INTO MASONRY THROUGH 1" BY WOOD BUCK OR NON SHRINK NON METALLIC GROUT (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO DESIGN PRESSURE CHART) 1/4" SMS. THROUGH METAL (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO DESIGN PRESSURE CHART) DETAIL J ATTACHMENT TO METAL STRUCTURE DETAIL (STEEL OR ALUM. 1/8" MIN. THICKNESS) TYPICAL ANCHORS 1/4" SMS THROUGH METAL (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO DESIGN PRESSURE CHART) GLAZING: 0.340" OVERALL LAMINATED GLASS USING TWO LITES OF 0.125" HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYER FILM DUPONT BUTACITE PVB, BETWEEN THE TWO LITES OF GLASS. LAMINATED BY TECNOGLASS OR SIMILAR Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Phue H!oteah. Florida 33012 Ph: (305)384 -9952 Fox (305)828 -5118 0 G rii al F+ c, 0 1 Dots; 03 -14-08 Soule! 1/2".1' RevI Ion:12 -10 -09 Navistar DRAWING NO. HSO8 -01 SHEET 7 OF 7 1 § 2 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Phue H!oteah. Florida 33012 Ph: (305)384 -9952 Fox (305)828 -5118 0 G rii al F+ c, 0 1 Dots; 03 -14-08 Soule! 1/2".1' RevI Ion:12 -10 -09 Navistar DRAWING NO. HSO8 -01 SHEET 7 OF 7 WINDOW SIZE L X 3 INCHES DESIGN PRESSURE CHART - PSF =MYR OP 'NCH POS. NEG. LONG SIDE INCLINED SIDE SHORT SIDE 108 X 26 11 12 3 90.00 90.00 96 X 26 10 11 3 1 90.00 90.00 91 X 26 10 11 3 90.00 90.00 _ 84 X 26 9 10 3 90.00 90.00 78 X 37 8 9 4 84.20 84.20 78 X 26 8 9 3 .90.00 78 X 19 8 9 3 90.00 _90.00 90.00 63 X 46 7 8 5 76.30 76.30 63 X 39 7 8 5 90.00 90.00 63 X 37 7 8 4 90.00 90.00 63 X 26 7 8 3 90.00 90.00 63 X 19 7 8 3 90.00 90.00 48 X 48 5 6 5 73.10 73.10 53 X 46 6 7 5 76.30 76.30 53 X 39 6 7 5 90.00 90.00 53 X 37 6 .: 7 4 90.00 90.00 53 X 26 6 7 3 90.00 90.00 53 X 19 6 7 3 90.00 90.00 46 X 39 5 r 6 5 90.00 90.00 46 X 37 5 6 4 90.00 90.00 46 X 26 5 6 3 90.00 90.00 46 X 19 5 6 3 90.00 90.00 38 X 37 4 5 4 90.00 90.00 38 X 26 4 5 3 90.00 90.00 38 X 19 4 5 3 90.00 90.00 26 X 26 3 4 3 90.00 90.00 26 X 19 3 4 3 90.00 90.00 74 X 39 8 9 5 87.20 87.20 . 70�. B 9 4 9 + ', .4 t 0 IDI,D 90.0090.00 99 01 9 . .00 l■ A 12" MIN. 4" 0 MAX." CORNER OETAIL 1 SHORT SIDE (5) TY , 9p CO' ' DETAJT,. ■ A RECTANGLE TYPICAL. ELEVATION CORNER DETAIL, #1 ALUMINUM WELD INTERIOR SEE WELDING N CORNER DETAIL #2 ANCHORS: CORNER DETAIL ' 2 4 10" � MA MAX. SHORT SIDE (S) TRAPEZOID TYPICAL ELEVATION 1. FOR CONNECTION TO CONCRETE BLOCK USE 1/4" ELCO ULTRACON WITH 1 1/2" MINIMUM EMBEDMENT INTO WALL. 2. FOR CONNECTION TO METAL STRUCTURE USE 1/4" SMS GRADE 5. STEEL MATERIAL SHALL CONFORM TO ASTM A500,A653 OR A36 WITH 1/8" MINIMUM WALL THICKNESS. ALUMINUM ALLOY 6063 -T5 WITH 1/8" MINIMUM WALL THICKNESS. 3. FOR CONNECTION TO 2BY WOOD BUCK OR WOOD STRUCTURE USE 1/4" ELCO ULTRACON WITH 1 1/2" MINIMUM EMBEDMENT INTO WOOD. 4. THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE. GLASS: 0.34" OVERALL LAMINATED GLASS USING TWO LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A 0.090 SAFLEX ING INTERLAYER FILM BY SOLUTIA. WELDING: FOR CORNER WELDED CONNECTIONS USE 1/8" FILLET WELD . WITH 1 1/4" MINIMUM LENGTH MADE WITH ER4043 FILLER ALLOY. PRODUCT REVISED IS complying with the Florida Bonding Code Acceptance No ! ry 1.2 . 0 Dnt III ` r/1 i ! `i By Vliami D e Product Centro II- rZ6.1% FRANCISCO HERNANDEZ FLORIDA PE 51393 oTarrPme Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Plana Hialeah, Florida 33012 Ph: (305)384 -9952 Fax:(305)828 -5118 SERIES 4302 ALUMINUM Drawn,tty: NM Date: 08 -1 - Saale: 1 2 " 1 Revreron: 01 -24 -11 Revleran: DRAWING NO. PW08 --01 SHEET 1 OF 8 WINDOW SIZE L X S INCHaS DESIGN PRESSURE CHART - PSF NUMBER OF ANCHORS POS. NEG. LONG SIDE INCLINED SIDE SHORT SIDE 108 X 26 11 12 3 90.00 90.00 96 X 26 10 11 3 90.00 90.00 91 X 26 10 11 3 90.00 90.00 84 X 26 9 10 3 90.00 90.00 78 X 37 8 9 4 84.20 84.20 78 X 26 8 9 3 90,00 90.00 78 X 19 8 9 3 90.00 90.00 63 X 46 7 8 5 76.30 76.30 63 X 39 7 8 5 90.00 90.00 1 63 X 37 7 8 4 90.00 90.00 63 X 26 7 8 3 90.00 90.00 63 X 19 7 8 3 90.00 90.00 48 X 48 5 6 5 73.10 73.10 53 X 46 6 7 5 76.30 76.30 53 X 39 6 7 5 90.00 90,00 53 X 37 6 7 4 ' 90.00 90.00 53 X 26 6 7 3 90.00 90.00 53 X 19 6 7 3 90.00 90.00 _ 46 X 39 5 6 5 90.00 90.00 46 X 37 5 6 4 90,00 90.00 46 X 26 5 6 3 90.00 90.00 46 X 19 5 6 3 90,00 90.00 38 X 37 4 5 4 90.00 90.00 38 X 26 4 5 3 90.00 90.00 38 X 19 4 5 3 90.00 90.00 26 X 26 3 4 3 90.00 90.00 26 X 19 3 4 3 90.00 90.00 74 X 39 8 9 5 87.20 87.20 74 X 37 8 _ 9 4 90.00 90.00 74 X 26 8 9 3 90.00 90.00 74 X 19 8 9 3 90.00 90.00 .ALUMINUM • WELD INTERIOR SEE CORNER DETAIL #1 ASSEMBLY SCREWS 18 X 1" TYP. 9d CORNER DETAIL CORNER DETAIL 11 A -7'4" 10" MAX. AX. AT SILL WINDOW WIDTH hA UPRIGHT RECTANGLE WITH CIRCLE TOP TYPICAL ELEVATION ANCHORS: 1. FOR CONNECTION TO CONCRETE BLOCK USE 1/4" ELCO ULTRACON WITH 1 1/2" MINIMUM EMBEDMENT INTO WALL 2. FOR CONNECTION TO METAL STRUCTURE USE 1/4" SMS GRADE 5. STEEL MATERIAL SHALL CONFORM TO ASTM A500,A653 OR A36 WITH 1/8" MINIMUM WALL THICKNESS. ALUMINUM ALLOY 6063-T5 WITH 1/8" MINIMUM WALL THICKNESS. 3. FOR CONNECTION TO 2BY WOOD BUCK OR WOOD STRUCTURE USE 1/4" ELCO ULTRACON WITH 1 1/2" MINIMUM EMBEDMENT INTO WOOD. 4. THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE. GLASS: 0.34" OVERALL LAMINATED GLASS USING TWO LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A 0.090 SAFLEX IIIG INTERLAYER FILM BY SOLUTIA. WELDING: FOR CORNER WELDED CONNECTIONS USE 1/8" FILLET WELD WITH 1 1/4" MINIMUM LENGTH MADE WITH ER4043 FILLER ALLOY. PRODUCT REVISED os complying with the Florida Building Code Accopttutce No Expiration Data 1' 2,6-ft FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Piece Hlatmoh, Florida 33012 Phs (305)384-9952 F0E005)828 -511 B - -- SERIES 4302 ALUMINUM Drawn Sr N M Date: 08 -18 -GB Scots: 1/2" =1' . Revfnton: 01 -24 -11 Reclaim. DRAWING NO. PW08 --01 SHEET 20F8 WINDOW SIDE L X 3 INCHES DESIGN PRESSURE CHART - PSF NUMBER or moms .S POS. NEG. LONG SIDE INCLINED SIDE SHORT SIDE 108 X 26 11 12 3 90.00 90.00 90.00 96 X 26 10 11 3 90.00 91 X 28 10 11 3 90.00 90.00 84 X 26 9 10 3 90.00 90.00 78 X 37 8 . 9 4 84.20 84.20 78 X 26 8 9 3 90.00 90.00. 78 X 19 8 9 3 90.00 90.00 63 X 46 7 8 5 76.30 76.30 63 X 39 7 8 5 90.00 90.00 63 X 37 7 8 4 90.00 90.00 63 X 26 7 8 3 90.00 90.00 63 X 19 7 8 3 90.00 90.00 48 X 48 5 6 5 73.10 73.10 53 X 46 6 7 5 76.30 76.30 53 X 39 6 7 5 90.00 90.00 53 X 37 6 7 4 90.00 90.00 53 X 26 6 7 3 90.00 90.00 53 X 19 6 7 3 90.00 90.00 ~ 48 X 39 5 6 5 90.00 90.00 46 X 37 5 6 4 90.00 90.00 46 X 26 5 6 3 90.00 90.00 46 X 19 5 6 3 90.00 90.00 38 X 37 4 5 4 90.00 90.00 38 X 26 4 5 3 90.00 90.00 38 X 19 4 5 3 90.00 90.00 26 X 26 3 4 3 90.00 90.00 26 X 19 3 4 3 90,00 90.00 74 X 39 8 9 5 87.20 87.20 74 X 37 8 9 4 90.00 90.00 74 X 26 8 9 3 90.00 90.00 74 X 19 8 9 3 90.00 , 90.00 ALUMINUM WELO INTERIOR (110 CORNER DETAIL #1 TYP. 90° ORNER DETAIL SIDEWAYS RECTANGLE WITH CIRCLE TOP TYPICAL ELEVATION ANCHORS: 1. FOR CONNECTION TO CONCRETE BLOCK USE 1/4" ELCO ULTRACON WITH 1 1/2" MINIMUM EMBEDMENT INTO WALL 2.. FOR CONNECTION TO METAL STRUCTURE USE 1/4" SMS GRADE 5. STEEL MATERIAL SHALL CONFORM TO ASTM A500,A653 OR A36 WITH 1/8" MINIMUM WALL THICKNESS. ALUMINUM ALLOY 6063 -T5 WITH 1/8" MINIMUM WALL THICKNESS. 3. FOR CONNECTION TO 2BY WOOD BUCK OR WOOD STRUCTURE USE 1/4" ELCO ULTRACON WITH 1 1/2" MINIMUM EMBEDMENT INTO WOOD. 4. THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE. GLASS: 0.34" OVERALL LAMINATED GLASS USING TWO UTES OF 1/8" HEAT STRENGTHENED GLASS WITH A 0.090 SAFLEX IIIG INTERLAYER FILM BY SOLUTIA. WELDING: FOR CORNER WELDED CONNECTIONS USE 1/8" FILLET WELD WITH 1 1/4" MINIMUM LENGTH MADE WITH ER4043 FIU.ER ALLOY. PRODUCT RBVISED Bq dingCode with Ihs Fioitda Acc?ptancp No IxximtioitDato • av Et Miami Dade a Centro 01 FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Pluto Hialeah, Fiend° 33012 Ph: (305)384 -9952 Fax :(305)828 -5115 Drawn Sv: NM Oat.: 0 Saala: 1 2 01 Revlaton: 01 -24 -11 Revision: DRAWINO NO. PW08- -o 1 SHEET 3 OF 8 • • • WINDOW SIZE W X H INCHES DESIGN PRESSURE CHART • PSF NUMBER OF ANCHORS POS. NEG. SILL ARCH 108 X 26 11 14 90.00 90.00 96 X 26 10 13 90:00 90.00 91 X 26 10 13 90.00 90.00 84. X 2$ 9 12 90.00 90.00 78 X 37 8 14 84.20 :84.20 78 X 26 8 12 90.00 90.00 78 X 19 8 11 90,00: 90.00 63 X 32 7 12 .. 90.00: 90.00 63 X 26 7 10 90.00 90.00 63 X. 19 7 9 90.00 V• 90.00 48 X24 5 9 90,00 90:00 53X27 6 10 90.00 90.00 53 X19 6 8 90.00 '90.00 46 X 23 5 9 90.00. 90.00 46 X 19 5 8 90,00 90.00 38 X 19 4 7 90.00 90.00 26 X 13 3 5 90.00 90.00 74 X 37 8 14 90.00 90.00 74 X 26 8 11 90.00 90.00 74 X 19 8 10 90.00 90.00 CORNER DETAIL #1 ARCH TYPICAL ELEVATION ANCHORS: 1. FOR CONNECTION TO CONCRETE BLOCK USE 1/4" ELCO ULTRACON WITH 1 1/2" MINIMUM EMBEDMENT INTO WALL. 2. FOR , CONNECTION TO METAL STRUCTURE USE 1/4" SMS GRADE 5. STEEL MATERIAL SHALL CONFORM TO ASTM A500,A653 OR A38 WITH 1/8" MINIMUM WALL THICKNESS. ALUMINUM ALLOY 6063 -T5 WITH 1/8" MINIMUM WALL THICKNESS. 3. FOR CONNECTION TO 2BY WOOD BUCK OR WOOD STRUCTURE USE 1/4" ELCO ULTRACON WITH 1 1/2" MINIMUM EMBEDMENT INTO WOOD. 4. THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE. GLASS: 0.34" OVERALL LAMINATED GLASS USING TWO LITES OF, 1/8" HEAT STRENGTHENED GLASS WITH A 0.090 SAFLEX IIIG INTERLAYER FILM BY SOLUTIA. WELDING: FOR CORNER WELDED CONNECTIONS USE 1/8" FILLET WELD WITH 1 1 /4" MINIMUM LENGTH MADE WITH ER4043 FILLER ALLOY. PRODUCF REVISRD as complying with the Maids Betiding Co.do Acceptance No irsttion Data Varna n e Product Comm Iffri FRANCISCO HEtDEZ FLORIDA PE ' •51303 ( /', \ ::ltt Sunshine Wlndows Manufacturing, Inc. 1745 W. 33rd Plate Hialeah, Florida 33012 Ph: (305)304 -9052 Fa:n(305)828 -5110 SERIES 4302 ALUMINUM ____ Drawn 13v; NM Date: Q Scales 1 2 " =1 Revtetan :01 -24 -11 Ravteron: DRAWING NO. PW08 --01 SHEET 40F8 0,A FULL ROUND TYPICAL ELEVATION DESIGN PRESSURES POSITIVE = +90.00 PSF NEGATIVE = -90.00 PSF g QUARTER ROUND, TYPICAL ELEVATION DESIGN PRESSURES POSITIVE = +90.00 PSF NEGATIVE = -90.00 PSF CORNER DETAIL #1 TYP. 90' CORNER DETAIL CORNER DETAIL #2 TRIANGLE TYPICAL ELEVATION DESIGN PRESSURES POSITIVE = +90.00 PSF NEGATIVE = -90.00 PSF • ANCHORS: 1. FOR CONNECTION TO CONCRETE BLOCK USE 1/4" ELCO ULTRACON WITH 1 1 /2" MINIMUM EMBEDMENT INTO WALL. 2. FOR CONNECTION TO METAL STRUCTURE USE 1 /4" SMS GRADE 5. STEEL MATERIAL SHALL CONFORM TO ASTM A500,A653 OR A36 WITH 1/8" MINIMUM WALL THICKNESS. ALUMINUM ALLOY 6063—T5 WITH 1/8" MINIMUM WALL THICKNESS. 3. FOR CONNECTION TO 2BY WOOD BUCK OR W000 STRUCTURE USE 1 /4" ELCO ULTRACON WITH 1 1 /2" MINIMUM EMBEDMENT INTO WOOD. 4. THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE. GLASS: 0.34" OVERALL LAMINATED GLASS USING TWO LITES OF, 1/8" HEAT STRENGTHENED GLASS WITH A 0.090 SAFLEX 1110 INTERLAYER FILM BY SOLUTIA. WELDING: FOR CORNER WELDED CONNECTIONS USE 1/8" FILLET WELD WITH 1 1/4" MINIMUM LENGTH MADE WITH ER4043 FILLER ALLOY. PRODUCT REVISED as complying with tho Florida Building Cade Acceptance No on • inn Miami Bade Product Control FRANCISCO HERNANDEZ FLORIDA PE # 8t393 Sunshine Windows Manufacturing, Inc. 1145 W. 33rd Plows Hialeah, Florida 33012 Phs (305)384 -9952 Fox;(305)828 -5118 Drawn an NM Dotes 08 -1 -- Seals: 1 2 =1 Revtelon: 0101— 4-11. Revteton: DRAWING NO. PW08 --01 SHEET 5 0F8 CORNER DETAIL 1 CORNER DETAIL Hl ALUMINUM WELD (1N1ERlOR 5EE WE[DIN DESIGN PRESSURES POSITIVE = +90.00 PSP NEGATIVE = -90.00 PSP CORNER DETAIL #1 DESIGN PRESSURES POSITIVE = +90.00 PSP NEGATIVE = -90.00 PSI/ ANCHORS: 1. FOR CONNECTION TO CONCRETE BLOCK USE 1/4" ELCO ULTRACON WITH 1 1/2" MINIMUM EMBEDMENT INTO WALL 2. FOR CONNECTION TO METAL STRUCTURE USE 1/4" SMS GRADE 5. STEEL MATERIAL SHALL CONFORM TO ASTM A500,A653 OR A36 WITH 1/8" MINIMUM WALL THICKNESS. ALUMINUM ALLOY 6063 —T5 WITH 1/8" MINIMUM WALL THICKNESS. 3. FOR CONNECTION TO 2BY WOOD BUCK OR WOOD STRUCTURE USE 1/4" ELCO ULTRACON WITH 1 1/2" MINIMUM EMBEDMENT INTO WOOD. 4. THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2007 ' FLORIDA BUILDING CODE. GLASS: 0.34" OVERALL LAMINATED GLASS USING TWO LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A 0.090 SAFLEX IIIG INTER1.AYER FILM BY SOLUTIA. WELDING: FOR CORNER WELDED CONNECTIONS USE 1/8" FILLET WELD WITH 1 1/4" MINIMUM LENGTH MADE WITH ER4043 FILLER ALLOY. RODUO`1' RRV1SED complying with the Florida Whiling Code cceptance No.i l!'". lZ Xpiiation Date 1 I �SLLY SSS:. Sunshine Windows Manufacturing; Inc. 1745 W. 33rd Ptaaa Hialeah, Florida 3301 Z Pin (306)384 -8852 FaK :(305)828 -6118 Drawn t3sr: N M Dote: 08- 18 -08.. scales 1/2 " =1 Revision: 81- 24--11 Revision: DRAWING N0. Pwo8 —o1 SHEET 60F8 1BY WOOD BUCK'. BY OTHERS... MUST: BE ..PROPERLY' ATTACHED. TO TRANSFER• GLAZING 'SYSTEM. ;LOADS TO THE •STRUCTURE- TO BE. APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. ATTACHMENT TO MASONRY TYPICAL ANCHORS 1/4" ULTRACON `1 1/2" MIN. EMBEDMENT INTO MASONRY THROUGH 113Y • WOOD BUCK (FOR MAX. ANCHOR SPACING' AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1, 2, 3, 4, 5 AND 8 OF 8) TYPICAL FOR JAMBS, HEAD AND SILL. TYPICAL ANCHORS 1/4" ULTRACON 1 1/2" MIN. EMBEDMENT INTO MASONRY (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1, 2, 3, 4, 5. AND 8 OF 8) TYPICAL FOR SILL ONLY. ATTACHMENT TO PRE -CAST SILL TYPICAL SECTIONS 2BY WOOD BUCK BY OTHERS. MOST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE, TO BE APPROVED BY BUILDING. OFFICIAL. PRIOR TO WINDOW INSTALLATION. TYPICAL ANCHORS 1/4" ULTRACON 1 1/2" MIN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1, 2, 3, 4, 5, AND 8 OF' 8) TYPICAL FOR JAMBS, HEAD AND SILL. ATTACHMENT TO WOOD 1 /4" MAX. SHIM SPACE MIAMI —DADE COUNTY APROVED MULLION (UNDER SEPARATE APPROVAL) MIN. 1/8" WALL THICKNESS. TYPICAL ANCHORS 1/4" SMS THROUGH METAL. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS -1, 2, 3, 4, 5, AND 8OF8) TYPICAL FOR JAMBS, HEAD AND SILL ATTACHMENT TO MULLION DETAIL TYPICAL ANCHORS 1/4" SMS THROUGH METAL (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1, 2, 3, 4, 5, AND 8 OF 8) TYPICAL FOR JAMBS, HEAD AND SILL ATTACHMENT TO METAL STRUCTURE (STEEL OR ALUMINUM 1/8" MIN. THICKNESS) 3/4" MAX. HIGH STRENGTH GROUT MUST BE MIN. 3 KSI NON-- SHRINK, NON— METALIC, OR 'BY WOOD BUCK BY OTHERS. MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE. STRUCTURE. TO BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. 1 k -.... ....:.,p...,.. ':. «,`a 7 1/4" MAX. ' • A, ...1.74 ;' ': • .• . o %' •• SHIM SPACE y. • . 1 ,. N : `a • . • .4'•, I • ' a V TYPICAL ANCHORS 1/4" ULTRACON 1 1/2" MIN. EMBEDMENT INTO MASONRY THROUGH 1BY WOOD BUCK OR NON — SHRINK NON — METALLIC GROUT (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1, 2, 3. 4,5AND8OF8) TYPICAL FOR SILL ONLY. ATTACHMENT TO MASONRY PRODUCT • REVISED us complyiug•with the Florida Acceptance Code • . I . 1 Acco fence No UxP ' ate 'l 1 / 13 By Miami Dade Pro ct Comm L- 2.6 -11 FRANCISCO HFRNANDEZ FLORIDA aE 5t3@3 Sunshine Windows Manufacturing, Inc. 1 145 W. 33rd Piece Htatana, Flartde 33012 Pi:: (305)384 -9962 Fox:(305)528 -5118 4 fi Drawn jig N M Date: OB -18 -08 scales 1/2 "=1' Revlelen:01 -24-11 Review DRAWING NO. PW08 --01 SHEET 70F8 IThM # PART DESCRIPTION MATERIAL 1 SW -101 HEAD, SILL AND JAMB 6063 —T6 2 SSW -101 GLAZING BEAD 6063 —T6 3 ANCHORS SEE ELEVATION SHEETS 4 8" X 1" PH S.M.S ASSEMBLY SCREW 5 .340" (11/32 1 LAMINATED GLASS /HEAT SIR, SEE GLAZING DETAIL SHEET 8 6 — STRUCTURAL. SIUCONE DOW CORNING 899 0.395 !'RODUCT REVIS$D s oompiyingvrith iu Florida 3uilding Code pliU ce No • 3x�a Sunshine 1ndows Manufacturing, Inc. 1745 W. 33rd Plaoe Hialeah, Florida 33012 Ph: (366)304 -0982 Fox:(308)828 -5118 Drawn 8v: NM Date: Saalst 1 `2 1 Rev1e:on:')1 -24 -11 Revision: DRAWING NO. PW08 -01 SHEET 8 0F8 HEAD ANCHORS SEE CHART 4" l , 0 "MA :t 0 _ = g M- X o e J- o z �- 11 11 II4'ACT GLASS IL _ _ 1 __JL --- II---- 1- - r- - {I 11 IIO 11 11 11 II (I 11 11 IM ACT GLASS es] Ji1[iho at FALSE MUNTINS (SURFACE APPLIED) MAY BE USED --I 10 "MAX. I. - WINDOW WIDTH TIPICAL ELEVATION 1 OVER 1 GENERAL NOTES: 1.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURE CHART. 2.- REFERENCES: TEST REPORTS RI.-5252 AND FTL -5253. 3.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE. 4.- FASTENERS MUST BE MADE OF STAINLESS STEEL OR HAVE ADEQUATE PROTECTION AGAINST CORROSION AS PER DIN 50018. ALUMINUM CONTACTING METALS SHALL BE PROPERLY PROTECTED. I MIAMI- DADE IMPACT RESISTANT SHUTTERS ARE NOT REQUIRED 1 DESIGN PRESSURE CHART - PSF SERIES -2000 ALUMINUM SINGLE HUNG IMPACT RESISTANT WINDOW WINDOW DIMENSION ANCHOR SCHEDULE DISIGN PRESSURE-PST WIDTH HEIGHT PER HEAD AND slur, PER JAMB EXT. INT. 19 1/8" 26° 3 3 90.0 90.0 26 1/2" 3 90.0 90.0 37" - 4 90.0 90.0 53 1 8" 6 75.0 75.0 19 1/8 4 ,_ 90.0 90.0 26 1/2" 3 90. 37" 4 90.0 90.0 53 1/8" 6 75.0 75.0 19 1/8" 50 5/8 " 3 6 90.0 90.0 26 1/2" 3 90.0 90.0 37" 4 90.0 90.0 53 1/8" 6 75.0 75.0 19 1/8" 63" 3 7 75.0 75.0 26 1/2° 75.0 75.0 37" 4 75.0 75.0 53 1/8" _ 6 75.0 75.0 19 1 /8" 8 7 . .75.0 2Zb1)( 3 75.0 75.0 4 1/4" 75.0 - .0 53 1/8" 6 75.0 75.0 IMPACT RESISTANT WINDOW PRODUCT REVISED as complying with the Florida Building Code Acceptance No O lItvigion 12 -B FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Fialeoh. Florida 33012 Ph: (305)364 -9952 Faja(305)828 -5118 I _____ I Dmwn RF Date: 04 -02 -08 scale: 1/2 " =1 Revision; 12 -8 -09 Revision: DRAWING NO. SHOE -01 SHEET 1 OF 6 DETAIL Al ATTACHMENT TO MASONRY GLAZING DETAIL 1/8° HEAT STRENGTHENED 0.090" DUPONT BUTACITE PVB 1/8" HEAT STRENGTHENED 3/8" GLASS BITE (MINIMUM) SIUCONE PECORA 895 TYPICAL ANCHORS 1/4" TAPCONS 1 1/4° MIN. EMBEDMENT INTO MASONRY THROUGH 1° BY WOOD BUCK (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) TYPICAL ANCHORS TYPICAL ANCHORS 1/4" SMS 1 ,1/2" MIN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) DETAIL A2 ATTACHMENT TO WOOD 1/4" SMS THROUGH METAL. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) DETAIL A3 ATTACHMENT TO METAL STRUCTURE DETAIL (STEEL OR ALUMINUM 1/8" MIN. THICKNESS) TYPICAL HEAD SECTIONS IMPACT RESISTANT WINDOW PRODUCT REVISED es complying with the Florida Building Code Avi ep1aice No Date 2201 A�limni Division Control 12-e, FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Florda 33012 Ph: (305)384 -9952 Fox:(305)828 -5118 onum Dote: 44 -02 -08 Same: 1/2 " =1' Revision: 12 -8 -09 Revision: DRAWING NO. SH08 --04 SHEET 2 OF 6 ............................... q Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place 2 Week 3301 Ph: (305)384 -9962 Fax:(305)828 -5118 4,11 a N lit ilN. 2 ° • E. M ,w . t 5::.1:t 3/4 MAX. NON - SHRINK GROUT ! — _ I- _ • °. q . -. _-� -.- — • j OR 1' BY WOOD BUCK e ° • .-' 2 1/2" MIN. ∎• ■ tee_- 2 1/2" MIN. 2 1/2" MIN. 2 1/2" MIN. TYPICAL ANCHORS TYPICAL /4' MIN. EMBEDMENT INTO MASONRY (FOR MAX. ANCHOR SPACING AND NUMBER TO SHEET 1 OF 6) ' 1/4" TAPCONS 1 1/4" MIN. EMBEDMENT OR NON ONRINK�NON METALLIC GROUT BUCK (FOR MAX. ANCHOR SPACING AND NUMBER ILUM OF ANCHORS REFER r_yr1 OF ANCHORS REFER TO SHEET 1 OF 8) DETAIL C1 DETAIL C2 ATTACHMENT TO PRE -CAST SILL I ATTACHMENT TO MASONRY SE SINGLE HUP x `n TYPICAL ANCHORS 1 +/ 1 1 ! 1/4" SMS THROUGH METAL ��,! � (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) 2" BY WOOD BUCK � DETAIL C4 TO METAL STRUCTURE ATTACHMENT TYPICAL ANCHORS (STEEL OR ALUMINUM 1/8' MIN. THICKNESS) MIN. PENETRATION INTO WOOD. Drown ...ft I. F per: 04-02F 1/4" SMS 1 1/2" (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 8) PRODUCT REVISED es complying with the Florida B ceNo0 ` t Ac • D scale: 1/2 " =1' Revision: 12 -8 -09 Revision: 12_g „pot FRANCISCO HERNAND Q FLORIDA PE � 51393 DETAIL C3 ;' Date ' : Lel DRAWING No. SH08 -05 ATTACHMENT TO WOOD TYPICAL SILL SECTIONS as: i'......_...... IMPACT RESISTANT WINTDOW Miami •:.,∎:- ' Division SHEET 3 OF 6 1 /4" MAX. SHIM SPOCE TYPICAL ANCHORS 2" BY WOOD BUCK TYPICAL ANCHORS 1/4" SUS 1 1/2" MIN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) DETAIL D2 ATTACHMENT TO WOOD 1/4' TAPCONS 1 1/4" MIN. EMBEDMENT INTO MASONRY THROUGH 1" BY WOOD BUCK (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) DETAIL Di ATTACHMENT TO MASONRY TYPICAL ANCHORS —1/4" SMS THROUGH METAL (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) DETAIL VAUDS FOR JAMBS. HEAD AND SILL MIAMI —DADE COUNTY APROVED MULUON 11 11 ATTACHMENT TO MULLION DETAIL TYPICAL JAMB SECTIONS IMPACT RESISTANT WINDOW TYPICAL ANCHORS 1/4' SMS THROUGH METAL. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) DETAIL D3 ATTACHMENT TO METAL STRUCTURE (STEEL OR ALUMINUM 1/8" MIN. THICKNESS) PROM.= REVISED as complying with the F1otida Bolding Code Acceptance No E= Date t, . Division 0 3 I2..6 -09 FRANCISCO HERNANDEZ FLORIDA PE # 51393 i ?'rig Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Moteahk, Florida 33012 Ph: (308)384 -9982 Fax:(305)828 -5118 SERIES 2000 ALUMINUM Drown RF B,r Dote: 04-02 scale: 1/2"=1. Revision: 12 -8 -09 Reeirrfon: DRAWING NO. SH08 -06 SHEET 4 OF 6 VERTICAL SECTION HORIZONTAL SECTION VERTICAL SECTION WITH TOP LOCK IMPACT RESISTANT WINDOW PRODUCT REVISED as complying with the Florida Building Code Acceptance No 1 . ,� ate 201 Division FRANCISCO HERNANDEZ FLORIDA PE # 51393 AMIIMMMI Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place HOolec1. Florida 33012 Ph: (305)384 -9952 Fc c(305)828 -5116 SERIES 2000 ALUMINUM Draw,, B„: RF Dote 04 -02 —Q8 swum 1/2' =1 Revision: 12-9-09 Revision: DRAWING N0. SH08 -02 SHEET 50F6 AMIIMMMI 1.312 2.062 ---- -J -'I 0.304 DESCRIPTION 0.812 1 2.125 1.750 1 6063 -T5 y i) _i 1.250 J 1 0.050 0.395 0 0 Fi__— 0.812 2 FRAME JAMB _� _I GLAZING BEAT SWW -101 6063 -T6 SW40111 MEETING RAIL SW -015 6063-T5 MEETING RAIL FRAME HEAD SW -014 6063 -T5 5 SW -017 1 0.937 (-- fr. - 1.625 --.1 2.127 0.082 2.314 SASH BOTTOM RAIL 2.000 7 0.050 1.875 tl 1 —I SASH NYLON --L.-) -- 0.050 R� 2 0.68 6063 -T5 9 SW -AS 0.812 (- TOP RAIL SW -017 6063 -T5 2.078 # 8X1" PH PHILLIP CRS 10 VI/8202A —1 FRAME SILL SW -52101 6063 -T5 2,375 FRAME JAMB SW -011 6063 -T5 NYLON . 1200 ----I 0.592 0.1670 LATCH BOTTOM RAIL PLASTIC 2.750 SW1820 AS RQD SEAL PILE 0 0.082 {-- RAIL SW3257 1.000 --1 0.810 SASH 6063-T5 W 0.050 1.- SIDE RAIL VINYL 14 +.1324 0.7119 SILICONE SASH BOTTON RAIL PLASTIC KOCETAL K300 SW -43353 15 -I 1.000 SASH BOTTOM SW-43355 35 MATERIAL LIST ITEM# PART# REQD. DESCRIPTION MATERIAL 1 SW -014 1 FRAME HEAD 6063 -T5 2 SW52101 1 FRAME SILL 6063 -15 3 SW -011 2 FRAME JAMB 6063 -T5 4 SW40111 1 MEETING RAIL 6063 -T5 5 SW -017 1 SASH TOP RAIL 6063 -T5 6 SW43355 1 SASH BOTTOM RAIL 6063 -T5 7 SW8202B 2 SASH CAM NYLON 8 SW -012 2 SASH SIDE RAIL 6063 -T5 9 SW -AS AS REQ ASSEMBLY SCREWS # 8X1" PH PHILLIP CRS 10 VI/8202A 4/VENT FACE GUIDES NYLON . 11 SW43353 2/VENT LATCH BOTTOM RAIL PLASTIC 12 SW1820 AS RQD SEAL PILE FELT 13 SW3257 AS RQD WEATHER STRIP BULB VINYL 14 - AS RQD SILICONE DC- 899/GE -1200 15 SWW101 AS RQD GLAZING BEAD 6063 -T6 16 SW540 2 SPIRAL BALANCE ALUMINUM 17 SW -667 2/VENT LATCH ZINC 18 SW3082 AS RQD WEATHER STRIP BULB VINYL IMPACT RESISTANT WINDOW PRODUCT REVISED s implying with the Florida Building am, 0 •-12 .05 .�5f:. Z013 Divieion IQ.$ -o i FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Florida 33012 Ph: (305)364 -0952 Fax(305)828 -5118 SERIES 2000 ALUMINUM ,g, RF Date: 04 -02-08 Scale: 1/2 " =1' Revision: 12 -8-00 Revision: DRAWING NO. SHOE --03 SHEET 6 OF 6 FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURE CHART 5" MAX AT HEAD /SILL CORNERS HINGE LOCATION AT HEAD /SILL CORNERS. SEE HINGE LOCATION DETAIL FALSE MUNTINS MAY BE USED (SURFACE APPUED) OPERATOR LOCATION AT HINGED SILL CORNER. SEE OPERATOR LOCATION DETAIL 12" MAX AT HEAD /SILL v7 MAX. WINDOW WIDTH = 37" SINGLE VENT CASEMENT WINDOW HINGE LOCATED FLUSH AGAINST JAMB AT HEAD AND SILL OF MAIN FRAME MAIN FRAME JAMB o)O o O MAIN FRAME SILL 4 MAIN FRAME JAMB HINGE LOCATION DETAIL OPERATOR LOCATED ON INTERIOR WALL OF WINDOW FRAME SILL SERIES 2010 OUT - SWINGING ALUMINUM CASEMENT WINDOW DESIGN PRESSURE CHART - PSF IMPACT RESISTANT GLASS WINDOW DIMENSION ANCHORS 5/16" IMPACT GLASS WIDTH HEIGHT PER HEAD & SILL PER JAMB EXT. INT. GENERAL NOTES: IMPACT CASEMENT WINDOW. 1.- HINGE LEFT OR HINGE RIGHT CONFIGURATION. 2.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURE CHART 3.- REFERENCES: TEST REPORT FTL -5560. 4.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE 5.- FASTENERS MUST BE MADE OF STAINLESS STEEL OR HAVE ADEQUATE PROTECTION AGAINST CORROSION, PER DIN 50018. ALUMINUM CONTACTING METALS SHALL BE PROPERLY PROTECTED. OPERATOR LOCATION DETAIL 19 1/8" 28 1/2' 37' 26" 2 3 4 3 90.00 90.00 90.00 90.00 90.00 90.00 19 1/8" 26 1/2" 37" 38 3/8' 2 3 4 4 90.00 90.00 90.00 90.00 90.00 90.00 19 1/8" 28 1/2' 19 1/8" 26 1/2" 37' 50 5/ 8' 2 3 - 90.00 63" 2 3 4 6 90.00 90.00 90 0 90.00 90.00 90.00 90.00 90.00 90.00 24" 24" 36' 3 4 3 90.00 90.00 90.00 90.00 24" 36" 36' 3 4 4 90.00 90.00 90.00 90.00 24' 38" 24" 36" 48" 3 4 5 90.00 90.00 90.00 90.00 60' 3 4 6 90.00 90.00 90.00 90.00 pgo.wcr REVISED is comply* with flodtlo 5 .,.����. j/. 03-I'q- 10 FRANCISCO HERNANDEZ FLORIDA PE 11 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Ptaea Hialeah, Ftorldu 33012 Ph (305)384..-9952 Fax:(305)828 -5118 Drawn by: N M Date: 12 -03-08 Scale NTS Rev eton:05 -07 -09 Revtatoa:03 -19 -10 DRAWING N0. CS09 -01 SHEET 1 OF 6 I } II / is 0 / I! // if /� X n Ns 0 Ns II NO II\ MAX. WINDOW WIDTH = 37" SINGLE VENT CASEMENT WINDOW HINGE LOCATED FLUSH AGAINST JAMB AT HEAD AND SILL OF MAIN FRAME MAIN FRAME JAMB o)O o O MAIN FRAME SILL 4 MAIN FRAME JAMB HINGE LOCATION DETAIL OPERATOR LOCATED ON INTERIOR WALL OF WINDOW FRAME SILL SERIES 2010 OUT - SWINGING ALUMINUM CASEMENT WINDOW DESIGN PRESSURE CHART - PSF IMPACT RESISTANT GLASS WINDOW DIMENSION ANCHORS 5/16" IMPACT GLASS WIDTH HEIGHT PER HEAD & SILL PER JAMB EXT. INT. GENERAL NOTES: IMPACT CASEMENT WINDOW. 1.- HINGE LEFT OR HINGE RIGHT CONFIGURATION. 2.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURE CHART 3.- REFERENCES: TEST REPORT FTL -5560. 4.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE 5.- FASTENERS MUST BE MADE OF STAINLESS STEEL OR HAVE ADEQUATE PROTECTION AGAINST CORROSION, PER DIN 50018. ALUMINUM CONTACTING METALS SHALL BE PROPERLY PROTECTED. OPERATOR LOCATION DETAIL 19 1/8" 28 1/2' 37' 26" 2 3 4 3 90.00 90.00 90.00 90.00 90.00 90.00 19 1/8" 26 1/2" 37" 38 3/8' 2 3 4 4 90.00 90.00 90.00 90.00 90.00 90.00 19 1/8" 28 1/2' 19 1/8" 26 1/2" 37' 50 5/ 8' 2 3 - 90.00 63" 2 3 4 6 90.00 90.00 90 0 90.00 90.00 90.00 90.00 90.00 90.00 24" 24" 36' 3 4 3 90.00 90.00 90.00 90.00 24" 36" 36' 3 4 4 90.00 90.00 90.00 90.00 24' 38" 24" 36" 48" 3 4 5 90.00 90.00 90.00 90.00 60' 3 4 6 90.00 90.00 90.00 90.00 pgo.wcr REVISED is comply* with flodtlo 5 .,.����. j/. 03-I'q- 10 FRANCISCO HERNANDEZ FLORIDA PE 11 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Ptaea Hialeah, Ftorldu 33012 Ph (305)384..-9952 Fax:(305)828 -5118 Drawn by: N M Date: 12 -03-08 Scale NTS Rev eton:05 -07 -09 Revtatoa:03 -19 -10 DRAWING N0. CS09 -01 SHEET 1 OF 6 • 1 0 0 .... . • ... 0 1, Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Ply Hialeah, Florida 33012 Ph: (305)384 -9952 fox:(305)828 -5118 Jf ._ _ 2 O O e - - -- - -- `",3"1 IP1 17 © O 0 0 0 © A 2 H ® 0 • CASEMENT WINDOW • RESISTANT GLASS - -- w r 2 3 CI z 0 I • 0 Vo I i'l -----r 111 , B p i 14 MATERIAL LIST ITEM# PART# QTY DFSCRIFITON MATERIAL REMARKS 1 OC -3430 4 FRAME 6063 -15 TRUTH HARDWARE 2 OC -3428 1 VENT 6063 -15 TRUTH HARDWARE 3 OC -3427 AS RQD CURVED GLAZING BEAD 6063 -15 TRUTH HARDWARE 4 OC -3427 A AS RQD RECTANGULAR GLAZING BEAD 6063 -15 TRUTH HARDWARE 5 - 1 .057' THICK CORNER KEY STAINLESS STEEL ULTRA HARDWARE 6 - 1 .057' THICK CORNER KEY STAINLESS STEEL TRUTH HARDWARE 7 - 1 .057' THICK CORNER KEY STAINLESS STEEL ULTRAFAB 8 - 1 . 057' THICK CORNER KEY STAINLESS STEEL FRANK LOWE 9 - 16 ASSEMBLY SCREWS # 8 X 1' PH SMS A 10 35.13.00 1 EGRESS 4 BAR HINGE STAINLESS STEEL TRUTH HARDWARE 11 30175 1 TRACK STAINLESS STEEL TRUTH HARDWARE MATERIAL LLST ITEM PART# QTY DESCRIPTION MATERIAL REMARKS 12 23.01 1 SINGLE ARM OPERATOR STEEL TRUTH HARDWARE 13 24.30 1 MULTI -POINT LOCK ZINC TRUTH HARDWARE 14 11901 -22 1 TIE BAR STEEL TRUTH HARDWARE 15 31648 AS RQD KEEPERS STEEL TRUTH HARDWARE 18 03144 AS ROD TIE BAR GUIDE NYLON ULTRA HARDWARE 17 4905 AS RQD GLAZING BEAD BULB VINYL TRUTH HARDWARE 18 E20310KN AS RQD WEATHER STRIP BULB VINYL ULTRAFAB 19 - AS RQD GLAZING TAPE FOAM FRANK LOWE 20 - AS RQD SNUBBERS NYLON A 21 - 4 SHEAR PLATE 6063 -15 FULL LENGTH 22 SEALANT AS RQD PECORA 895 /DOW CORNING 899 SIUCONE P3i�ODUCT REVISBA uotorcOgw4lh8 flasg VP' —i9 -Io FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Roca Hiabah. Florida 3012 Ph: (305)384 --9952 Fax :(305)828 -5118 Draw, by N M , Date: 12 -03 -08 scale: 1/2* Revialam05 -07 -09 Revte1on:03 -19 -1 Q DRAWN° NO. CS09 -01 --•- -1.518 30F6 —.-0.501 is 0.736 0.738 2, .111 2,. , , ' .54 . 1. 1.188 2 . • . 0.520 0.810 2.978 1.814 1. 62 1.139 12.476 2.871 0.749 0872 _� j % 0875 5 0 2. . , 8 0 3. 0 5 � 0.070 0.188 0.23 l GLAZING 1.188 BEAD OC -3427 6063 -T5 L:/ A GLAZING 1.166 BEAD OC -3427 6063 -T5 L/ _� 0.250 [2.r0.25 2.240 - 1.000 1.870 SHEAR PLATE 6063 -15 21 0.968 SASH OC -3428 6063 FRAME -T5 0.740 2.7 0,840 1.300 FRAME OC -3430 6063 -T5 oO 3 �� 7 � CORNER KEYS P3i�ODUCT REVISBA uotorcOgw4lh8 flasg VP' —i9 -Io FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Roca Hiabah. Florida 3012 Ph: (305)384 --9952 Fax :(305)828 -5118 Draw, by N M , Date: 12 -03 -08 scale: 1/2* Revialam05 -07 -09 Revte1on:03 -19 -1 Q DRAWN° NO. CS09 -01 SHEET 30F6 2 1/2" MIN. 2 1/2" MIN. 1/4" TAPCONS WITH 1 1/4" MIN. EMBEDMENT INTO MASONRY THROUGH 1" BY WOOD BUCK (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER SHEET 1 OF 8) 1" BY WOOD BUCK WOOD BUCKS BY OTHERS MUST BE PROPERLY SEALED AND ANCHORED TO TRANSFER LOADS TO THE STRUCTURE . SHOULD BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. 1 1/8" METAL STRUCTURAL MEMBER BY OTHERS (SHALL WITHSTAND ANCHOR SHEAR FORCES) MINIMUM THICKNESS = 1/8" 1/4" SMS WITH 1 1/2" MIN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 8) ATTACHMENT TO WOOD 2" BY WOOD BUCK 1 1/8" 1/4" SMS. THROUGH METAL (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 8) S N ATTACHMENT TO METAL STRUCTURE DETAIL WOOD BUCKS BY OTHERS MUST BE PROPERLY SEALED AND ANCHORED TO TRANSFER LOADS TO THE STRUCTURE . SHOULD BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION, to U) TYPICAL SECTIONS AT HEAD PRODUCT REVLSED es omplybg wither lk DMA* Code Expbadoe 03 -44 -1v FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hlatech, Florida 33012 Ph: (305)364-9952 Fax:(305)829 -5118 ALUMINUM CASEMENT WINDOW IMPACT RESISTANT GLASS Drawn by NM Date: 12 -03 -08 Scab: 1/2" ® 1" Revision:05 -07 -09 Revielon:0,3 -19 -10 DRAWING NO. CSO9 -01 SHEET 40F6 1/4" TAPCONS WITH 1 1/4" MIN. EMBEDMENT INTO MASONRY THROUGH 1" BY WOOD BUCK METAL STRUCTURAL MEMBER BY OTHERS (FOR MAX. ANCHOR SPACING AND NUMBER (SHALL WITHSTAND ANCHOR SHEAR FORCES) 1/4° MAX. � :, ...., } ": : OF, ANCHORS REFER SHEET 1 OF 8) ......7...... MINIMUM THICKNESS m 1/8" 1" BY WOOD BUCK SHIM SPACE Sunshine Windows Manufacturing, Inc. 1745 W. 33rd mac. Hialeah. Florida 33012 ph: (305)364 -9952 Fax:(305)828-5115 . Q 4 A V1 WOOD BUCKS BY OTHERS MUST BE PROPERLY Z `�N, N N .... .. try 1/4° MAX. 1/4" SMS. THROUGH METAL SEALED AND ANCHORED To TRANSFER LOADS TO * I i 1111 SHIM SPACE (FOR MAX. ANCHOR SPACING AND NUMBER >t SHOULD BE APPROVED BY BUILDING OFFICIAL OF ANCHORS REFER TO SHEET 1 OF B) PRIOR TO WINDOW INSTALLATION, A /.,.11,,;,,.4, ' ll111111r x. 1� 1I) #111 . E. flip. d .- • 0 a • Qw •; • ` d 1111! ATTACHMENT TO METAL STRUCTURE E„y .., 0 ,Z ATTACHMENT TO MASONRY 1/8" H.S. GLASS 0.09 BUTACITE PVB BY DUPONT GLAZING BEAD 1/8" H.S. GLASS `n .4 Q O Cn 53 . W C g N F" i 1/4" SMS WITH 1 1/2" MIN. PENETRATION INTO W000. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) ©© GLAZING TAPE 19 I ■ 2" BY W000 BUCK WOOD BUCKS BY OTHERS MUST BE PROPERLY 1/4" MAX. SEALED AND ANCHORED TO TRANSFER LOADS TO THE STRUCTURE _� ,, 0.73" TYPICAL GLASS BITE CO (.T� i(�� V .�I SILICONE —�{ . SHIM SPACE SHOULD BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. �r W �+1 1 O DOW CORNING 899 22 GLAZING: 5/16" IMPACT (1/8" H.S. + 0.09 PVB + 1/8" H.S.) . �. GLAZING DETAIL A JAC !! AIM PRODUCE IMMIX) '° a+esplyles wilt 16a "knits -0 iu 1/ Bonding Code „ 70� Expiation L7� /r .i �,. e1. • � ....,,......p.-.. Division Drawn NM _: _ - -- Date: 12 -03 -08 ATTACHMENT TO WOOD TYPICAL SECTIONS AT JAMBS Seale: 1/2" = 1° Revision:05 -07 -09 ififp / 05— tel; -1 c FRANCISCO HERNANDEZ FLORIDA PE # 51393 Revision:03 —t9 -1Q DRAWING NO. CS09 -01 SHEET 5 OF 6 METAL STRUCTURAL MEMBER BY OTHERS (SHALL WITHSTAND ANCHOR SHEAR FORCES) MINIMUM THICKNESS = 1 /8" w 1/4" SMS. THROUGH METAL (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) ATTACHMENT TO METAL STRUCTURE 2 1/2" MIN. 1/4" SMS WITH 1 1/2" MIN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) 3/4" MAX. NON — SHRINK GROUT OR 1' BY W000 BUCK 1/4" TAPCONS WITH 1 1/4' MIN. EMBEDMENT INTO MASONRY THROUGH 1" BY WOOD BUCK OR NON SHRINK NON METALLIC GROUT (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) ATTACHMENT TO MASONRY TYPICAL SECTIONS AT SILL 1 1/8" ATTACHMENT TO WOOD a 4 . a. 1/4" TAPCONS WITH 1 1/4" MIN. EMBEDMENT INTO MASONRY (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) to ATTACHMENT TO PRE -CAST SILL rN 2" BY WOOD BUCK WOOD BUCKS BY OTHERS MUST BE PROPERLY SEALED AND ANCHORED TO TRANSFER LOADS TO THE STRUCTURE . SHOULD BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION, PRODUCT REVISED as complying wLtb the Flo>ritb Rona* Coco Acceptance No 1.1171W1k./ o. -I 'I-■I v FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Ploci Hialeah, Florida 33012 Ph: (305)384 -9952 Fox:(305)828 -5118 0 ©v� FBI a !� w L%1 E-iz -,t cin V E-+ cn Drawn b NM Date 12-03-08 Scale: 1/2" m 1" Revon:05 -07 -09 Revtatan:03 -19 -10 DRAWING NO. CS09 --01 SHEET 6 OF 6 FALSE MUNTINS (SURFACE APPLIED) MAY BE USED 3" MAX. -1 Al 8 1/2' MAX. 11 II IMPACII GLASS 25- X 11 11 1'I 1 r - -u- 11 601 11 II II 11 1 1 11 r 8, 1- 13" MAX. WINDOW WIDTH TYPICAL ELEVATION (XOX) 25/50/25 3" MAX. '""`I I` Al II E1 II IMPICII MAW 1 1 1 8 1/2' MAX. TIPICAL ANCHORS: - INTO 2 BY WOOD BUCKS OR WOOD STRUCTURE 1/4° SMS WITH 1 1/2" MIN. PENETRATION INTO WOOD. - INTO 1 BY W000 BUCKS, NON- SHRINK GROUT OR INTO MASONRY 1/4' TAPCONS WITH 1 1/4" MIN. EMBEDMENT INTO MASONRY. -INTO METAL STRUCTURE 1/4" SMS THROUGH METAL. GENERAL NOTES: -FOR NUMBER OF ANCHORS REQUIRED FOR EACH UNIT SIZE REFER TO ANCHOR SCHEDULE COLUMN IN THE DESIGN PRESSURE CHART. - APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R. /H.R. OR H.R. WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING APPROVED MUWONS. - XOX CONFIGURATION APPLIES TO 259X- 50X -25% PROPORTIONS FOR ALL DIMENSIONS ON CHART. -XOX CONFIGURATION APPLIES TO 33%- 33% -33% PROPORTIONS FOR WIDTH DIMENSIONS UP TO 84" - REFERENCES: TEST REPORTS FTL -5352. THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2004 FLORIDA BUILDING CODE IMPACT RESISTANT WINDOWS GLAZING 8 1/2" MAX. II II 6PACTIIGLASS - JL- - 444-4121 8 1/2" MAX. WINDOW WIDTH TYPICAL ELEVATION (XOX) 33/33/33 MATERIAL : 0.34" LAMINATED GLASS USING TWO LIGHTS OF 1/8" HEAT STRENGTHENED GLASS WITH AN 0.090° PVB INTERLAYER BY DUPONT METHOD: INTERIOR GLAZED WITH 3/8" GLAZING PENETRATION USING A CLEAR COLORED SILICONE DOW CORNING 899 AND AN EXTRUDED ALUMINUM SNAP ON GLAZING BEAD WITH A VINYL BULB BETWEEN THE BEAD AND GLASS. co&Aillig w.411 Wang EntiCtokon nut .lil`.../ 9 -23 7 -24-og FRANCISCO HERNANDEZ FLORIDA PE # 51393 Fdi, E Sunshine Manufacturing, 1745 W. Hialeah. Florida Ph: 305364 Fax: 53828 DESIGN PRESSURE CHART - PSF SERIES -1650 ALUMINUM HORIZONTAL SLIDING WINDOW (XOX) IMPACT RESISTANT GLASS WINDOW DIMENSION ANCHOR SCHEDULE HURRICANE PROTECTION IS NOT REQUIRED WIDTH HECHT PER HEAD & SILL PER JAMB EXTERIOR ( +) INTERIOR ( -) STANDARD SIZES I 74' 26" 9 3 60.00 60.00 tos 1/4" 13 60.00 60.00 111" 14 60.00 60.00 74' 38 3/8" 9 4 60.00 60.00 106 1/4" 13 60.00 60.00 111" 14 60.00 60.00 74' 50 5 /8" 9 5 60.00 60.00 105 1/4" 13 60.00 60.00 111' 14 60.00 60.00 74' 63' 9 6 60.00 60.00 106 1/4" 13 56.00 56.00 111' 14 56.80 56.80 0 72' 24 9 3 60.00 60.00 84' 11 60.00 60.00 96" 12 60.00 60.00 108" 13 60.00 60.00 72" 9 4 60.00 60.00 84" 11 60.00 60.00 98" 12 60.00 60.00 108" 13 60.00 60.00 72" 9 5 60.00 60.00 84" 11 60.00 60.00 9s' 12 60.00 60.00 106" 13 60.00 60.00 72" 9 60.00 60.00 11 60.00 60.00 ) 60.00 .': 13 . re FALSE MUNTINS (SURFACE APPLIED) MAY BE USED 3" MAX. -1 Al 8 1/2' MAX. 11 II IMPACII GLASS 25- X 11 11 1'I 1 r - -u- 11 601 11 II II 11 1 1 11 r 8, 1- 13" MAX. WINDOW WIDTH TYPICAL ELEVATION (XOX) 25/50/25 3" MAX. '""`I I` Al II E1 II IMPICII MAW 1 1 1 8 1/2' MAX. TIPICAL ANCHORS: - INTO 2 BY WOOD BUCKS OR WOOD STRUCTURE 1/4° SMS WITH 1 1/2" MIN. PENETRATION INTO WOOD. - INTO 1 BY W000 BUCKS, NON- SHRINK GROUT OR INTO MASONRY 1/4' TAPCONS WITH 1 1/4" MIN. EMBEDMENT INTO MASONRY. -INTO METAL STRUCTURE 1/4" SMS THROUGH METAL. GENERAL NOTES: -FOR NUMBER OF ANCHORS REQUIRED FOR EACH UNIT SIZE REFER TO ANCHOR SCHEDULE COLUMN IN THE DESIGN PRESSURE CHART. - APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R. /H.R. OR H.R. WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING APPROVED MUWONS. - XOX CONFIGURATION APPLIES TO 259X- 50X -25% PROPORTIONS FOR ALL DIMENSIONS ON CHART. -XOX CONFIGURATION APPLIES TO 33%- 33% -33% PROPORTIONS FOR WIDTH DIMENSIONS UP TO 84" - REFERENCES: TEST REPORTS FTL -5352. THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2004 FLORIDA BUILDING CODE IMPACT RESISTANT WINDOWS GLAZING 8 1/2" MAX. II II 6PACTIIGLASS - JL- - 444-4121 8 1/2" MAX. WINDOW WIDTH TYPICAL ELEVATION (XOX) 33/33/33 MATERIAL : 0.34" LAMINATED GLASS USING TWO LIGHTS OF 1/8" HEAT STRENGTHENED GLASS WITH AN 0.090° PVB INTERLAYER BY DUPONT METHOD: INTERIOR GLAZED WITH 3/8" GLAZING PENETRATION USING A CLEAR COLORED SILICONE DOW CORNING 899 AND AN EXTRUDED ALUMINUM SNAP ON GLAZING BEAD WITH A VINYL BULB BETWEEN THE BEAD AND GLASS. co&Aillig w.411 Wang EntiCtokon nut .lil`.../ 9 -23 7 -24-og FRANCISCO HERNANDEZ FLORIDA PE # 51393 Fdi, E Sunshine Manufacturing, 1745 W. Hialeah. Florida Ph: 305364 Fax: 53828 M M Windows Inc. 33rd Place 33012 -9952 -5118 Drawn Bv. R F Dote: 07 -21 -08 scab: 1 /2 "w 1 Revision: Revision: DRAWING NO. HR08 -02 SHEET 1 OF 6 2 1 /2" MIN. 2 1 /2" MIN. • r' Joni DETAIL Al ATTACHMENT TO MASONRY TIPICAL ANCHORS 1/4° TAPCONS 1 1/4" MIN. EMBEDMENT INTO MASONRY THROUGH 1" BY WOOD BUCK (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) 11PICAL ANCHORS 1/4" SMS THROUGH METAL. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) DETAIL A3 AUAC`T NT TO METAL STRUCTURE DETAIL (STEEL OR ALUMI. 1/8" MIN. THICKNESS) TIPICAL HEAD SECTIONS IMPACT RESISTANT WINDOWS TIPICAL ANCHORS 1/4" SMS 1 1/2° MIN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) DETAIL A2 ATTACHMENT TO WOOD PRODUCT ,PINT,,. as complyks el.:: Accepts= IN.1OQ8`082D ,2 E=.L2 -ice BlY FRANCISCO HERNANDEZ FLORIDA PE # 51393 • Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Florida 33012 Ph: (306)884 -58 Fax: 05 828 -571118 SERIES 1650 ALUMINUM HORIZONTAL SLIDING WINDOW (XOX) IMPACT RESISTANT GLASS Otago _sv: R F Date: 07 -21 -08 scale: 1/2"=1* Revision: Revision: DRAINING NO. HR08 -02 SHEET 2 OF 6 TIPICAL ANCHORS 1/4" TAPCONS 1 1/4" MIN. EMBEDMENT INTO MASONRY (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) DETAIL B1 ATTACHMENT TO PRE -CAST SILL TIPICAL SILL SECTIONS IMPACT RESISTANT WINDOWS TIPICAL ANCHORS 1/4" SMS 1 1/2" MIN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) DETAIL B2 ATTACHMENT TO WOOD • . TIPICAL • 2 1 /2" MIN. TIPICAL ANCHORS 1/4" SMS THROUGH METAL (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) DETAIL B3 ATTACHMENT TO METAL STRUCTURE (STEEL OR ALUM. 1/8" MIN. THICKNESS) • •;: , ;• 3/4" MAX NON- 5HRJNK GROUT .• • OR 1" BY WOOD BUCK 2 1 /2" MIN. TIPICAL ANCHORS 1/4" TAPCONS 1 1/4" MIN. EMBEDMENT INTO MASONRY THROUGH 1" BY WOOD BUCK OR NON SHRINK NON METALLIC GROUT (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) DETAIL B4 ATTACHMENT TO MASONRY PRODUCT REVISED as complying with t6.. Acceptance �,aR -o82/2 /-24-08 FRANCISCO HERNANDEZ FLORIDA PE # 51393 VI1 ME Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah. Raids 33012 Ph: (305)364 -9952 Fmc (305)828 -8118 SERIES 1650 ALUMINUM HORIZONTAL SLIDING WINDOW (XOX) IMPACT RESISTANT GLASS Drawn By RF Date: 07 -21 -08 Seale: 1 /2 " =1' Revision: Reviaton:_,_— DRAWING NO. HR08 -02 SHEET 3 OF 6 1/4° MAX. SHIM SPACE u� ..a • 4 4 e 1 1 /4" MIN. TIPICAL ANCHORS 1/4" TAPCONS 1 1/4" MIN. EMBEDMENT INTO MASONRY THROUGH 1" BY WOOD BUCK OR NON SHRINK NON METALLIC GROUT (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) DETAIL El ATTACHMENT TO MASONRY MIAMI —DADE COUNTY APPROVED MUWON IR :a ATTACHMENT TO MULLIONS DETAIL TIPICAL JAMB SECTIONS IMPACT RESISTANT WINDOWS TIPICAL ANCHORS 1/4" SMS THROUGH METAL (FOR MAX. ANCHOR SPACING AND NUMBER F ANCHORS REFER TO SHEET 1 OF 6) DETAIL VAUD FOR JAMBS, HEAD ANS SILL 1/4" MAX. SHIM SPACE DETAIL E2 ATTACHMENT TO WOOD TIPICAL ANCHORS 1/4° SMS 1 1/2' MIN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) TIPICAL ANCHORS /4° SMS THROUGH METAL (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) DETAIL E3 ATTACHMENT TO METAL STRUCTURE (STEEL OR ALUM. 1/8' MIN. THICKNESS) I lac soniplyke ,e�v1681 the Florida Acceptance Yat —O Expiration M Iii A' .CaltrCti '7 --?4 —c FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Vindows Manufacturing, Inc. 1745 W. 33rd Place Nisteoh. Florida 33012 Ph: (305)384-9852 Fa:a 05 828 -511118 SERIES 1650 ALUMINUM HORIZONTAL SLIDING WINDOW (XOX) IMPACT RESISTANT GLASS Draw„ Dv: RF Date: 07 -21 -08 soaIe 1/2.•=1' Revision: Revfaton• DRAWING NO. HR08 -02 SHEET 40F6 WINDOW HEIGHT D m m (2) 2" WEEP HOLES 0 o 0 for 0 VI 0 k Ill w tn FA- oIf) VERTICAL SECTION WITH SILL RISER IMPACT RESISTANT WINDOWS HORIZONTAL SECTION (XOX) PRODUCT REVISED as complying with the Florida Bidding Code Atceptaneo No — 0802/2 Data —/ —/y By Nana D Control Dirfsion —1-24 -08 FRANCISCO HERNANDEZ FLORIDA PE # 51393 ................ ................ ................ ................ . ................ Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah. Florida 33012 Ph: (305)364-9952 Fa(3O5)828-51 18 SERIES 1650 ALUMINUM HORIZONTAL SLIDING WINDOW (XOX) IMPACT RESISTANT GLASS Drawn 8v: RF Date: 17 -21 -08 Scale: 1 /2 "1= 1' Revision: Revis1an: DRAWING NO. HR08 -02 SHEET 5 OF 6 MATERIAL LIST TTBM# PART# REQD. DESCRIPTION MATERIAL 1 SW -019 1 FRAME HEAD 6063 -15 2 9N -019 1 FRAME SILL 6063 -15 3 SWxxx21 1 INSERT TRACK 6063 -15 4 ssw -101 AS RQD IMPACT GLAZING BEAD 6063 -T6 5 SW-012,2/VENT 1.000 SLIDER TOP /BOTTOM RAIL 6063 -15 6 SW3019 AS RQD FIN SEAL PILE FELT 7 SW1520 AS RQD GLAZING TAPE FOAM 8 SW321W 2/VENT WHEEL BRASS 9 SW -017 1/VENT MOVING MEETING RAIL 6063 -15 10 SW40111 2 FIXED MEETING RAIL 6063 -1'5 11 SW -AS AS RQD ASSEMBLY SCREWS # BX1' PH PHILLIP CRS 12 SW -013 2 JAMB 6063 -15 13 SW -016 1/VENT MOVING SIDE RAIL 6063 -T5 14 SW3257 AS ROD WEATHER STRIP BULB VINYL 15 SW -667 AS RQD LATCH ZINC 16 SW -S10 2 /SILL RETICULATED FILTER FOAM 17 - AS RQD SILICONE DOW CORNING 899 18 SW40771 1 SILL RISER 6063 -75 GLAZING DETAIL IMPACT RESISTANT WINDOWS PRODUCT REVISE/3 Acceptances, ;; ,,::, ykaseczoNowith the slar :.en m 'Arc 7--24 — ©g FRANCISCO HERNANDEZ FLORIDA PE # 51393 li om Sunshine Manufacturing, 1745 W. Hialeah. Florida Ph: (305)364 Fax(305)828 3 — I 0.812 Dram, By: RF — 1.625 -I 'r 1.8T5 MOVING L STN 6063 Revision: 50 0.050 2.121L 750 on t :D Ili] 1.250 0.050 0.812 1— MEETING RAIL -017 -T5 IMPACT GLAZING SSW 6063 BEAD -101 -T6 FIXED MEETING RAIL SW -40111 6063 -T5 0.592 1.000 1.875 /LH_ � 1.—. RAIL 1.000 0.050 n 1.750 -.I 0.810 SLIDER TOP SW -012 6063 I.-- AND BOTTOM RAIL -T5 MOVING 1.000 SIDE SW -016 6063 -T5 INSERT TRACK SW -40(21 6063 -T5 F 1250 1- 'T 1.437 0.078 1.54 3.062 2.750 I 1.750 o. 2.077 ---- -I 2.000 FRAME JAMB SW -013 6063 -15 FRAME HEAD AND SILL SW- 019 /SW -44287 6063 -T5 SILL RISER SW -40771 6063 -T5 PRODUCT REVISE/3 Acceptances, ;; ,,::, ykaseczoNowith the slar :.en m 'Arc 7--24 — ©g FRANCISCO HERNANDEZ FLORIDA PE # 51393 li om Sunshine Manufacturing, 1745 W. Hialeah. Florida Ph: (305)364 Fax(305)828 • Windows Inc. 33rd Place 33012 -9952 -5118 Dram, By: RF Date: 07 -21 -08 scan 1/2"�1' Revision: Revision: DRAWING NO. HR08 -02 SHEET 6 OF 6 t0 0 GLAZING UNIT. SEE NOTE 1 OF GENERAL NOTES VERTICAL PROCEDURE FOR MULLION SELECTION 1. DETERMINE DESIGN PRESSURE BY COMPUTING THE WIND LOAD IN PSF ON MULLION AS PER FLORIDA BUILDING CODE. 2. USE TABLES ON SHEETS No.2 AND 3 TO DETERMINE THE MULLION SIZE REQUIRED TO ACHIEVE THE DESIGN PRESSURE. 3. USE TABLES ON SHEET No. 4 TO DETERMINE THE TYPE OF CONNECTION BETWEEN MULLION AND STRUCTURE REQUIRED TO ACHIEVE THE DESIGN PRESSURE. 1/8" R N 0 GLAZING UNIT. SEE NOTE 1 OF GENERAL NOTES 2" THRU 6" VERTICAL HORIZONTAL MULLION APPLICATIONS GENERAL NOTES: 1. MULLIONS SHALL BE USED ALONG WITH MIAMI DADE APPROVED GLAZING UNITS. 2. TUBE MATERIAL SHALL BE ALUMINUM ALLOY 6063 —T5. 3. FOR DETAILS OF ATTACHMENT BETWEEN MULLION AND STRUCTURE REFER TO SHEETS No.5 AND 6 OF THIS PRODUCT APPROVAL. 4. DESIGN PRESSURES SHOWN ON GRAPHS ARE BASED ONLY ON TUBE STRENGTH. NO CONTRIBUTION OF ATTACHED GLAZING UNITS ARE CONSIDERED. PRODUCT REVISED as complying with the Fluids Daldieg Cede No - -02 4 FRANCISCO HERNANDEZ FLORIDA PE 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Florida 33012 Ph: 80055/83111:1171 Fax !a1 tT C Nib Wd W $.PcgWs' ;fig M 7 i Vim. (/1 .9 . IF I♦ O W P Drown By, RF Date: 9 -30 -05 wale: 1/2"=1" Revlalon: Revielon: DRAWING No: SW- 01--07 SHEET 1 OF 7 TUBE SPAN RilE(IN IAN RY PARE L1399..20 TUBE SPAN 90 DESIGN -b. Revision: 80 44.10 SHEET 2 OF 7 70 50.40 38.38 60 58.80 50 70.56 40 88.19 30 117.59 38.38 20 176.39 74.25 90 - 80 - 70 - 50.63 60 25.61 50 30.73 40 38.42 30 51.22 20 76,84 1 X 2 20 69.61 90 - 45.86 80 - 70 - 60 - 56.00 50 - 40 28.39 50.63 30 37,86 84.00 20 56.78 90 - 80 - 70 - 63.00 60 - 50 - 40 - 3 30 26.59 1 X 3 20 39.88 TUBE SPAN IBUT ' DESIGN "'14 '" TUBE SPAN ';f:+ +e DESIGN -b. Revision: 90 79.81 SHEET 2 OF 7 90 - 80 89.79 80 - 70 102.61 70 - 38.38 60 119.71 74.25 60 - 50 143.66 50 27.84 40 179.57 40 34.81 30 239.43 30 46.41 20 359.14 20 69.61 90 45.86 9O - 80 51.59 80 - 70 58.96 70 - 50.63 60 68.79 84.00 60 - 50 82.55 50 - 40 103.19 40 - 30 137.58 30 32.05 3 20 208.38 1 X 3 20 48.08 1 X 90 36.06 1X4 90 - 80 40.56 90 80 - 70 46.36 70 - 60 54.09 60 - 56.00 60 98. 00 50 64.90 50 - 63.00 40 81.13 50 85.62 40 - 30 108.17 30 - 20 162.26 20 32.21 90 25.32 20 48.44 80 28.49 70 32.56 -- 63.00 60 37.99 "6---) 74.25 50 45.58 40 58.98 30 75.97 20 113.96 NOTE: INTERPOLATE FOR INTERMEDIATE VALUES OF SPAN AND /OR TRIBUTARY WIDTH TO DETERMINE DESIGN PRESSURES. TUBE SPAN TRIBUTARY ('N) DESIGN PRFIPURE TUBE SPAN TRIBUTARY V j DESIGN PRMURE Revision: 90 73.65 SHEET 2 OF 7 90 - BO 82.86 80 25.74 70 94.69 70 29.42 50.63 60 110.47 84.00 60 34.32 50 132.57 50 41.18 40 165.71 40 51.48 30 220.95 30 68.64 20 331.42 20 102.95 90 60.20 90 - 80 67.73 60 - 70 77.40 70 - 56.00 BO 90.30 96.00 80 - 50 108.36 50 27.59 40 135.45 40 34.49 30 180.61 30 45.98 20 270.91 20 68.97 1X4 1X4 90 47.57 90 - 80 53.51 80 - 70 61.16 70 - 60 71.35 60 - 63.00 108.00 50 85.62 50 - 40 107.03 40 - 30 142.70 30 32.29 20 214.05 20 48.44 90 33.13 80 37.27 70 42.59 "6---) 74.25 60 49.69 50 59.63 40 74.54 20 1 '.07 MUWON SPAN TRIBUTARY WIDTH= W1 + W7 2 f018Z9111AL MUWON TRIBUTARY WIDTH =_ W1 ± W2 MAI 2 MUWON PRODUCT REVISED as complying with the Merida Laidig Code Acceptance hie '0 Date r'FYA FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Plots Hialeah, Florida 33012 Ph: (305)384 -9952 Fau:(305)828 -5118 FRANCISCO HERNANDEZ P. E. Structural Engineering 15113 SW 35 Terr. Miami, Florida 33185 ' Phone (305) 227 -6901 W P Drawn BYi RF Date: 9 -30 -05 scale: NTS Revision: Revision: DRAWING N0. SW-01 -07 SHEET 2 OF 7 TUBE SPAN TRIBUTARY �!9 H DESIGN R E TUBE SPAN TRIUIARY PRFADESIMURE 90 107.49 90 33.39 80 120.93 80 37.56 70 136.20 70 42.93 50.63 60 161.23 84.00 60 50.09 50 171.55 50 58.37 50 198.48 50 60.10 40 241.85 40 75.13 30 322.47 30 100.17 20 483.70 20 150.26 90 87.86 90 - 80 98.85 80 25.16 70 112.971 70 28.76 56.00 60 131.79 96.00 60 33.55 ■ 120.00 50 158.15 50 123.50 50 40.26 40 197.69 40 50.33 30 26359 30 67.11 20 395.38 20 100.66 2X4 20 118.21 2X4 J. ■ 2X6 90 69.42 90 - 53.61 90 - 80 78.10 80 - 70 89.26 70 - 60 104.13 84.00 60 - 63.00 50 124.96 108.00 50 28.28 50 39.08 40 120.62 40 i 156.20 40 35.35 30 160.82 30 208.27 30 47.13 20 312.40 20 70.70 90 48.35 90 - 80 54.39 80 - 70 62.16 70 - 74.25 60 72.52 120.00 60 - 144.00 50 87.02 50 - 40 108.78 40 25.77 30 145.04 30 34.36 20 217.56 20 51.54 NOTE: INTERPOLATE FOR INTERMEDIATE VALUES OF SPAN AND /OR TRIBUTARY WIDTH TO DETERMINE DESIGN PRESSURES. TUBE SPAN TRIBUTARY ITT, Ho DESIGN r GLAZING PRODUCT SPAN TRIBUTARY VI DESIGN PRFIURE 90 95.30 90 32.43 80 107.22 80 36.48 70 122.53 70 41.70 63.00 60 142.96 108.00 60 48.64 50 171.55 50 58.37 40 214.43 40 72.97 30 285.91 30 97.29 20 428.87 20 145.93 90 68.61 90 26.27 80 77.19 80 29.55 70 88.21 70 33.77 60 102.92 60 39.40 74.25 120.00 50 123.50 50 47.28 40 154.38 40 59.10 30 205.83 30 78.80 20 308.75 20 118.21 2X6 J. ■ 2X6 90 53.61 90 - 80 60.31 80 - 70 68.92 70 - 84.00 60 80.41 132.00 60 32.56 50 96.49 50 39.08 40 120.62 40 48.85 30 160.82 30 65.13 20 241.24 20 97.69 90 41.04 90 - 80 46.17 80 - 70 52.77 70 - 60 61.57 60 27.36 96.40 50 73.88 144.00 50 32.84 40 92.35 40 41.04 30 123.13 30 54.73 20 184.70 20 82.09 HORIZONTAL MUWON VERTICAL MUWON TRIBUTARY WIDTH= W1 + W2 2 HORIZONTAL MUWON TRIBUTARY WIDTH= W1 + W2 2 WR11CIL NUWON PRODUCT cossAvire with Os Haft Wilts Cede Assegessav tws , - R ' 1 r'I' /1/ 1 -/5 FRANCISCO HERNANDEZ FLORIDA PE 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah. Florida 33012 Ph: (305)384-9952 Fox :305)828 -5118 w p� w1A a Mg r„ - 112:11 Drawn ey RF Dote: 9-30-05 scare: NTS Revision: Revision: DRAWING NO. SW -01 -07 SHEET 30F7 PRODUCT I r GLAZING PRODUCT GLAZING PRODUCT MULLION SPAN TRIBUTARY WIDTH= W1 + W2 2 HORIZONTAL MUWON TRIBUTARY WIDTH= W1 + W2 2 WR11CIL NUWON PRODUCT cossAvire with Os Haft Wilts Cede Assegessav tws , - R ' 1 r'I' /1/ 1 -/5 FRANCISCO HERNANDEZ FLORIDA PE 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah. Florida 33012 Ph: (305)384-9952 Fox :305)828 -5118 w p� w1A a Mg r„ - 112:11 Drawn ey RF Dote: 9-30-05 scare: NTS Revision: Revision: DRAWING NO. SW -01 -07 SHEET 30F7 ANCHOR TYPE SPAN TRI�1 WTM DESIGN IN ANCHOR TYPE SPAN TRIBUTARY IDTH DESIGN VIRE Revision: 85 64.98 SHEET 4 OF 7 43 66.61 60 92.05 40 71.61 38.38 60 139.57 74.00 50 78.51 40 138.07 30 95.48 40 98.13 20 278.14 20 143.22 65 64.42 39 64.70 57.00 50 83.74 30 84.11 50.63 50 148.75 84.00 50 70.66 30 139.57 20 126.17 20 209.35 34 64.94 A & D 30 117.78 A D 65 103.53 57 65.24 30 73.60 63.00 50 96,00 50 74.37 20 110.40 9,C & E 57.00 30 123.96 38 177.08 30 65.42 20 185.94 8,C&E 108.00 25 78.51 52 64.70 85 20 98.13 64.23 40 64.11 70 84.11 63.00 40 80.29 72.00 30 112.15 50 117.76 30 107.05 20 168.23 .33 178.42 NOTE: INTERPOLATE FOR INTERMEDIATE VALUES OF SPAN AND /OR TRIBUTARY WIDTH TO DETERMINE DESIGN PRESSURES. ANCHOR TYPE SPAN We (IN) ARDMURE (IN) ANA SPAN Scale: NTS DESIGN Revision: 85 98.52 SHEET 4 OF 7 85 46.18 70 119.63 70 56.08 50.63 60 139.57 108.00 50 78.51 48 174.46 40 98.13 85 87.50 22 178.42 70 10625 85 41.56 57.00 60 123.96 70 50.47 50 148.75 120.00 50 70.66 42 177.08 40 88.32 85 79.17 30 117.78 65 103.53 20 176.64 63.00 50 134.58 78 41.17 9,C & E 38 177.08 70 45.88 8,C&E 85 69.27 50 64.23 70 84.11 132.00 40 80.29 72.00 50 117.76 30 107.05 .33 178.42 20 160.58 85 59.37 73 40.33 70 72.10 60 49.07 84.00 50 100,94 50 58.88 29 174.03 144.00 40 73.60 85 51.95 30 98.13 70 63.09 20 147.20 96.00 50 8832 40 110.40 25 176.64 MUWON SPAN TRIBUTARY WIDTH= 1 + W2 2 HORIZONTAL MUWON TRIBUTARY WIDTH= Wi + W2 2 VERTICAL MUWON PRODUCT REVISED as cosoptrirrg with the Florida Raiding Cocda Dab f21!"14- a2 1-'!✓ FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Florida 33012 Ph; (305)364 -9952 Fax:(305)828 -5118 hi,I ERNANDEZ P. E. Structural Engineering 15113 SW 35 Terr. Miami, Florida 33185 Phone (305) 227 -6901 t--+ Drawn B R F Date; 9 -30 -05 Scale: NTS Revision: Revision: DRAWING NO. SW -01 -07 SHEET 4 OF 7 2° X 2" X 1/8° ALUM. ANGLE 14 S.M.S. (2) EA. ANGLE ANCHOR TYPE "A" 1° BY OR 2" BY WOOD BY OTHERS 4 1" X 3" AWM. TUBE 2° X 2° X 1/8" AWM. mGLE 2 5/8 LONG 14 S.M.S. (2) EA. ANGLE A 1 "X3 ", 1' X 4" 2" X 4' OR 2' X BLALUM. TUBE ANCHOR TYPE "B" 2 °X2'X1/8" ALUM. ANGLE 14 S.M.S. 2) EA. ANGLE 1" BY OR 2" BY WOOD BY OTHERS INTO WOOD 1 �OR 1/4" TAPCONS I 11 M1 /4 MIN. EMBEDMENT INTO CONCRETE, (1) PER ANGLE 4 1� 1Yi 4::11�ii► ' 1" BY OR 2" BY WOOD BY OTHERS 1/2 4 , � 1 14 S.M.S. 1 1/2" MIN. EMBEDMENT INTO WOOD OR 1/4° TAPCONS 1 1/4" MIN. EMBEDMENT INTO CONCRETE, (1) PER ANGLE 2" X 2" X 1/8' ALUM. ANGLE 2 5/8" LONG FOR 3' MUWON 3 5/8" LONG FOR 4" MUWON 5 5/8° LONG FOR 6' MUWON 114 S.M.S. (2) EA. ANGLE ANCHOR TYPE "C" 2° X 2° X 1/8" AWM. ANGLE 114 S.M.S. (3) EA. ANGLE 1" BY OR 2' BY WOOD BY OTHERS n OR " X 4X 6 ' ' ALUM • TUBE 1 14 S.M.S. 1 1/2" MIN. EMBEDMENT INTO WOOD OR 1/4° TAPCONS 1 1/4" MIN. EMBEDMENT INTO CONCRETE. (2) PER ANGLE 1' BY OR 2° BY WOOD BY OTHERS 14 S.M.S. 2) EA. ANGLE ALUM. ANGLE 1/4' TAPCONS 2' MIN. EMBEDMENT INTO CONCRETE 1/2" NOTE: 1- MUWON CONNECTIONS SHOWN ON THIS SHEET ARE APPLICABLE TO VERTICAL OR HORIZONTAL MUWONS. 2- WOOD BUCK BY OTHERS MUST BE PROPERLY ANCHORED TO TRANSFER LOAD TO THE STRUCTURE AND TO BE REVIEWED BY BUILDING OFFICIAL NOTE ** PROVIDE 2 1/2" MIN. DISTANCE TO EDGE OF CONCRETE IN ANY DIRECTION DETAIL OF ATTACHMENT TO PRECAST SILL 2" X 2' X 1/8" ALUM. ANGLE — 3 5/8" LONG FOR 4" MULLION 5 5/8" LONG FOR 6' MUWON 114 EA. ANGLE 11 14 S.M.S. 1 1/2° MIN. EMBEDMENT '' INTO WOOD OR 1/4' TAPCONS 1 1/4" MIN. EMBEDMENT INTO CONCRETE, (2) PER ANGLE 1/4" TAPCONS 1 1/4" MIN. EMBEDMENT INTO CONCRETE, (2) PER ANGLE • 1 1/2" 1/2" 4 4 • 1/4" TAPCONS 1 1/4" MIN. EMBEDMENT INTO CONCRETE, (2) PER ANGLE \1\11!1' ► PRODUCT [MUSED ea emptying t Wass Cede Ample= Re !--l5 FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc, 1745 W. 33rd Place Hialeah, Florida 33012 Ph: (305)384 -9952 Fax:(305)828 -5118 RNN: E i� .0 rt o • rpMR� gV 7 &i 0 2:11 11n •- »sa O a W Drawn er RF Date: 9- 30- 05 Scale: 112"l" Revision: Reviafan: DRAWING No: SW-01 —07 SHEET 5 OF 7 ANCHOR TYPE "A" 1' BY OR 2" BY WOOD BY OTHERS -1° BY OR 2' BY WOOD 1° BY OR 2° BY WOOD BY OTHERS a BY OTHERS ALUM. "V' CUP r.* • ��f 1)111 i41 ::l tlt1i�11i1 :1T' � MUMMIIMIP ALUM. Nu CUP 1 5/8° LONG FOR 2° MUWON 2 5/8" LONG FOR 3" MUWON # 14 S.M.S. 1 1/4° MIN. EMBEDMENT INTO WOOD OR 1/4° TAPCONS 1 1/4' MIN. EMBEDMENT INTO CONCRETE. (1) PER LEG # 14 S.M.S. 1 1/4" MIN. EMBEDMENT INTO WOOD OR 1/4' TAPCONS 1 1/4" MIN. EMBEDMENT INTO CONCRETE, (2) PER LEG 1" BY OR 2" BY WOOD BY OTHERS ALUMINUM °V° CUP 2 5/8" LONG FOR 3" MUWON 3 5/8' LONG FOR 4" MULLION 5 5/8' LONG FOR 6" MUWON 1° BY OR 2" BY WOOD BY OTHERS ALUMINUM V CUP 3 5/8" LONG FOR 4" MUWON 5 5/8' LONG FOR 6° MUWON =x'14 S.M.S. 1 1/4" MIN. EMBEDMENT INTO W000 OR 1/4' TAPCONS 1 1/4" MIN. EMBEDMENT INTO CONCRETE, (1) PER LEG IROURRIRDEDURRIV ALUM. CUP # 14 S.M.S. 1 1/4" MIN. EMBEDMENT INTO WOOD OR 1/4° TAPCONS 1 1/4" MIN. EMBEDMENT INTO CONCRETE, (2) PER LEG NOTE: 1- MUWON CONNECTIONS SHOWN ON THIS SHEET' ARE APPLICABLE TO VERTICAL OR HORIZONTAL MUWONS. 2- WOOD BUCK BY OTHERS MUST BE PROPERLY ANCHORED TO TRANSFER LOAD TO THE STRUCTURE AND TO BE REVIEWED BY BUILDING OFFICIAL NOTE PROVIDE 2 1/2" MIN. DISTANCE TO EDGE OF CONCRETE IN ANY DIRECTION / -! FRANCISCO HERNANDEZ FLORIDA PE $ 51393 DETAIL OF ATTACHMENT TO PRECAST SIII. Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Plod Florida 33012 Ph 305)364 -9952 Fox; 305)828.5118 �v+ N IL,5111ciM�� UM1 P N a w Drawn By: R F Dace 9 -30 05 Scale: 1 /2 " =1 " Revlaton: Revision DRAWING No; SW—o i —o SHEET 60F7 DrA p4 0 0 g A jg 1 Ai 121 5 1 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Plod Florida 33012 Ph 305)364 -9952 Fox; 305)828.5118 �v+ N IL,5111ciM�� UM1 P N a w Drawn By: R F Dace 9 -30 05 Scale: 1 /2 " =1 " Revlaton: Revision DRAWING No; SW—o i —o SHEET 60F7 ® Steel Door PA4UE0UT.SW/NG SPLIT STEEL FRAME STEEL, STEEL EDGE7 -0"O IN AN ADJUSTABLE GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE 2004 FLORIDA BUILDING CODE AND "HVHZ" REQUIREMENTS. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE I, PAGE 1. 5. PRODUCT FITTED WITH RUM FACE THRESHOLD MEETS THE WATER INFILTRATION REQUIREMENTS FOR "HVHZ ". SEE TABLE I, PAGE 1. 6. PRODUCT FITTED WITH HIGH DAM THRESHOLD DOES NOT MEET THE WATER INFILTRATION REQUIREMENTS FOR "HVHZ ". SEE TABLE I, PAGE 1, & NOTE 1 RESIDENTIAL INSULATED STEEL DOOR W/ STEEL EDGE (Common to ail fram® conditions) DOOR LEAF CONSTRUCTION: Face sheets; 24 ga. (0.022') minimum thickness, Galvanized Steel A -525 commercial quality — AKDQ per ASTM 620, with minimum average yield strength Fy= 34,680 psi, per CTLA -641 W. Core design; Expanded polystyrene with 1.0 to 1.25 lbs. /cu ft density, by JELD —WEN INC. Panel Construction; The steel face sheets are glued to the expanded polystyrene (EPS). The top and bottom rails, and the side stiles, are roll formed of 0.040" min. thick steel. The face skin at the top and sides are bent over onto the stiles and rails to make a mechanical lock. At the bottom the face skin is bent 90' over the rail. A wood lock block reinforcement is used. Frame Construction (Both Frame Types); The head Jambs and side jambs are a two piece formed steel frame. The base frame is 16ga. galvanized steel. The closure frame is formed from 18ga. galvanized steel. The head jamb extends past the side jambs. The side jambs have . tabs that are inserted into slots in the header and are bent over. 90" to form a mechanical lock with the header. The units use a bump face threshold. TABLE ;Jr CONTENTS SHT // DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 CROSS SECTIONS WITH THE KEWANEE FRAME 3 CROSS SECTIONS WITH THE DUNBARTON FRAME 4 ANCHOR LAYOUT AND DETAILS (BOTH FRAMES) 5 UNIT COMPONENTS & BILL OF MATERIALS 39.625" MAX 0/A UNIT WIDTH 36 "" MAX. DOOR PANEL WIDTH 86.25" MAX. OVERALL UNIT HEIGHT 84 "" MAX. DOOR PANEL HEIGHT • • s • • • • • • JELD —WEN STEEL EDGE DOOR IN THE KEWANEE ADJUSTA —FRAME VIEWED FROM THE EXTERIOR 86.25" MAX. OVERALL UNIT HEIGHT 39.625" MAX 0/A UNIT WIDTH 36"" MAX. DOOR PANEL WIDTH TABLE 1; DESIGN PRESSURE RATING UNIT TYPE WHERE WATER INFILTRATION REQU ._y, ,t . , ,y. , WHERE WATER INFILTRATION REQUIREMENT IS ilLQI NEEDED 3 -0 WITH BUMP CE THRESHOLD +70 PSF / —70 PSF 3 -0 W/ HIGH DAM THRESHOLD +70 PSF / —70 PSF (SEE NOTE 1) NOTES 1. CAN BE USED WHERE OVERHEAD REQUIREMENTS MEET THE 2004 FBC SECTION R 4410.2.3.2.1 JELD —WEN STEEL EDGE DOOR IN THE DUNBARTON REDIFLEX FRAME VIEWED FROM THE EXTERIOR PReont1• xr.ENEwEn Morida Ex�f ;•�.:<,: ;� te 'Os By Miami Dade Product Control Division REVISIONS to 0 fi JELD -WEN w vi 0 zN Oaz o W wz O CA 45 Z W O a< a i� x i41 H m H z g 0 1 0" JELJWEN® Steel Door STEEL, STEEL EIXiET -0 "OPAOI/EO!/78WWG A�ANAOJ//BTABl.E9Pl./187EEL FRAME STEEL, STEEL EDGE7 -0 "OPAQUEOUTSWING IN AN ADJUSTABLE SPLIT STEEL FRAME GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE 2004 FLORIDA BUILDING CODE AND "HVHZ" REQUIREMENTS. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE I, PAGE 1. 5. PRODUCT FITTED WITH DUMPFACE THRESHOLD MEETS THE WATER INFILTRATION REQUIREMENTS FOR "HVHZ ". SEE TABLE I, PAGE 1. 6. PRODUCT FITTED WITH HIGH DAM THRESHOLD DOES NOT MEET THE WATER INFILTRATION REQUIREMENTS FOR "HVHZ ". SEE TABLE I, PAGE 1, & NOTE 1 RESIDENTIAL INSULATED STEEL DOOR W/ STEEL EDGE (Common to all frame conditions) DOOR LEAF CONSTRUCTION: Face sheets; 24 ga. (0.022' minimum thickness, Galvanized Steel A -525 commercial quality — AKDQ per ASTM 620, with minimum average yield strength Fy= 34,680 psi, per CTLA -641 W. Core design: Expanded polystyrene with 1.0 to 1.25 lbs. /cu ft density, by JELD —WEN INC. Panel Construction: The steel face sheets are glued to the expanded polystyrene (EPS). The top and bottom rails, and the side stiles, are roll formed of 0.040" min. thick steel. The face skin at the top and sides are bent over onto the stiles and rails to make a mechanical lock. At the bottom the face skin is bent 90' over the rail. A wood lock block reinforcement is used. Frame Construction (Both Frame Types); The head jambs and side jambs are a two piece formed steel frame. The base frame is 16ga. galvanized steel. The closure frame is formed from 18ga. galvanized steel. The head jamb extends past the side jambs. The side Jambs have tabs that are inserted into slots in the header and are bent over . 90' to form a mechanical lock with the header. The units use a bump face threshold. f IADLC Vr I .Ji I CPI I0 SHT # DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 CROSS SECTIONS WITH THE KEWANEE FRAME 3 CROSS SECTIONS WITH THE DUNBARTON FRAME 4 ANCHOR LAYOUT AND DETAILS (80TH FRAMES) 5 UNIT COMPONENTS & BILL OF MATERIALS 39.625" MAX 0/A UNIT WIDTH -.36 "" MAX. DOOR PANEL WIDTH 86.25" MAX. OVERALL UNIT HEIGHT 84 " MAX. DOOR PANEL HEIGHT 131 €ED JELD —WEN STEEL EDGE DOOR IN THE KEWANEE ADJUSTA —FRAME VIEWED FROM THE EXTERIOR 39.625" MAX 0/A UNIT WIDTH 36 " MAX. DOOR PANEL WIDTH 86.25" MAX. OVERALL UNIT HEIGHT • • 0 • 0 • 84 " MAX. DOOR PANEL HEIGHT 0 0 0 0 0 0 0 1R1 0 s: 0 0 v 0 0 0 TABLE 1: DESIGN PRESSURE RATING UNIT TYPE WHERE WATER INFILTRATION REQUIREMENT IS NEEDED WHERE WATER INFILTRATION REQUIREMENT IS llQI NEEDED 3 -0 WITH BUMP FACE THRESHOLD +70 PSF / —70 PSF 3 -0 W/ HIGH DAM THRESHOLD +70 PSF / —70 PSF (SEE NOTE 1) NOTES 1. CAN BE USED WHERE OVERHEAD REQUIREMENTS MEET THE 2004 FBC SECTION R 4410.2.3.2.1 ‹kG (4) JELD —WEN STEEL EDGE DOOR IN THE DUNBARTON REDIFLEX FRAME VIEWED FROM THE EXTERIOR PRODUCA. �PE�!E�:'ED as sc,., •.� . Egp6sac:a:, 'lid' By Miami Dade Pub Control L DLvtsioo REVISIONS 0 to 0) i` o% O JELD -WEN w ui H OZ w o Qa ow N X jj) 2 —)- 0 0 • • z J 0 1.50" MIN. EMB. TYP. 0.75" MIN. EDGE DIST. 0.45" EXTERIOR INTERIOR 1.75" MIN. PANEL THK. SEE NOTE 1 0.25" MAX. SHIM NOTES: 1. SNAP -ON TRIM PACKAGES ARE AN OPTION AND CAN BE ORDERED FOR ONE SIDE, BOTH SIDES, OR NOT ORDERED AT ALL. 0.75" MIN. EDGE DIST. 37 SEE NOTE 1 0.25" MAX SHIM • 4a a. INTERIOR • 4 1 1.50" MIN. EMB. • • d. 8 o 20 HORIZONTAL CROSS SECTION LATCH JAMB TO. BUCK EXTERIOR °:':':`' INTERIOR 1.25" MIN. EMB. 2.50" MIN. J 1.75" EDGE DIST. MIN. VERTICAL CROSS SECTION WITH ENDURA BUMPFACE THRESHOLD INTERIOR 1.75" MIN. PANEL THK. EXTERIOR SEE NOTE 1 O 0.25" MAX. SHIM e 4 0 EXTERIOR 1.25" MIN. EMB. 2.50" MIN. EDGE DIST. 1.75" MIN. VERTICAL CROSS SECTION WITH IMPERIAL HIGH DAM THRESHOLD ® • 1.75" MIN. PANEL THK. 0.75" MIN. EDGE DIST. d. e • ao ••4' •S • t .4. •4'''•\ "a • • • . 8 .4' • 1.50" MIN. EMB. TYP.. HORIZONTAL CROSS SECTION HINGE JAMB TO BUCK PRODUCT RENEWED as complying with the Florida $aiding Code Acceptance No 0 3I Expiration Date 6 BY Miami Dade Product Control Division g 1 1 O m JELD -WEN w w g viw °¢ Za a 0w • z W y�j co w ui o w� m D z 0 • w X V) U ffi a 1.50" MIN. EMB. 0.75" MIN. EDGE DIST. 0.25" MAX. SHIM C7 0 DOOR PANEL HEIGHT EXTERIOR INTERIOR 1.75" MIN. PANEL THK. SEE NOTE 1 0.75" MIN. EDGE DIST. 1.50" MIN. EMB. TYP. 1.75" MIN. P____ THK. SEE NOTE 1 HORIZONTAL CROSS SECTION LATCH JAMB TO BUCK NOTES: 1. SNAP —ON TRIM PACKAGES ARE AN OPTION AND CAN BE ORDERED FOR ONE SIDE, BOTH SIDES, OR NOT ORDERED AT ALL. 1.25" MIN. EMB. 2.50" MIN. EDGE DIST. 1.75" MIN. VERTICAL CROSS SECTION WITH ENDURA BUMPFACE THRESHOLD 0.75" MIN. EDGE DIST. 0.25" MAX. SHIM INTERIOR 1.75" MIN. PANEL THK. 2.50" MIN. 1.75" EDGE DIST. MIN. VERTICAL CROSS SECTION WITI-( IMPERIAL HIGH DAM THRESHOLD 1.50" MIN. EMB. TYP. EXTE IOR HORIZONTAL CROSS SECTION HINGE JAMB TO BUCK PROM/CT RENEWED • 07 - 0319. .OS DI1 112- °1 Di..dafrtn u) z 0 u) cc 1 ifl 0 JELD -WEN 0 (0 0 0 U_ Q 0 a w 5 N M r. M tn O N to in 0 H 0 m t ��r 0 - M 04 ,— y 0- v -Lb.t, di 0 o rNi te EXTERIOR INTERIOR t0 TYP. SEE DETAIL 2 DETAIL 1 TYP. BOTH FRAMES DETAIL 2 TYP. BOTH FRAMES d0 � " 13.81" MAX. O.C. TYP .J 6" a INTERIOR INSTALLATION ANCHOR LOCATION /TYP. SEE INSTALLATION NOTE #1 EXTERIOR 1 O 0 J a N SEE DETAIL 1 6" ANCHORING LOCATIONS FOR BOTH FRAMES VIEWED FROM EXTERIOR • r • d0 1 I---- 4.50" --I 8.00" TYP. I--- 4.50" 8.00" INSTALLATION NOTES; 1. ANCHORING SCREWS IN THE HEADER AND SIDE JAMBS ARE IN THE FACE NAILING FLANGE OF THE FRAME. IF THE ANCHORING SPACING DOES NOT FALL ON ONE OF THE PRE — PUNCHED HOLES, DRILL A HOLE IN THE FACE NAILING FLANGE AT THE CORRECT DIMENSION. 2. THE CLOSURE FRAME FOR BOTH UNITS ARE ANCHORED WITH THE SAME SPACING AS THE BASE FRAME OF THE SAME UNIT. ANCHOR THE CLOSURE FRAMES WITH ITEM # 14. SEE SHEETS 2 AND 3. PRODUCT RENEWED I ce- :�.h.:- >n with the Rol* KEWANEE FRAME HINGE DUNBARTON FRAME HINGE REINFORCEMENT 7GA. H.R.S. REINFORCEMENT 7GA. C.R.S. :. r.. • —03/ •off' REVISIONS JELD -WEN O t0 rn 0 ; 4 i •12 k' I; • • • 3.14" 1 1.82" 2.43 "1 61" 1.88" 1.20" -1 KEWANEE ADJUSTA -FRAME BASE FRAME PROFILE 16GA STEEL 000 0.16" CI 0.15" 0.67" 0.58" ( 1 1.82" J VARIES W /,_� WALL SIZE KEWANEE ADJUSTA -FRAME CLOSURE FRAME PROFILE 18GA STEEL i-0.3 1.03" -�-I I--- 0.14" FRAME WEATHERSRTIP THRESHOLD WEATHERSRTIP SCHLEGEL Q -LON QDST675 SCHLEGEL Q -LON QDS650 1.56" 0.63" 0.65" 2.11" 1.88" --I TON BASE FRAME PROFILE 16GA 10 1.22" 1--- -- 0.25" TOP RAIL & STILES PROFILE 0.040" ROLL FORMED STEEL GO 0.36" 0.33" 1.45 "� 0.25" 1.22" I- -1.73" ---I POOR BOTTOM RAIL PROFILE 0.040" ROLL FORMED STEEL 0.50" 12 - 0.55" 1- -1.49" -I It 1L PUNBARTON REDIFLEX FRAME DUNBARTON REDIFLEX FRAME 5NAP-ON STEEL TRIM PROFILE SNAP -ON ALUM TRIM PROFILE 22GA. HOT- DIPPED GALV 0.045 WALL ALUM EXTRUSION J 1.56" VARIES W/ WALL SIZE PUNBARTON REDIFLEX FRAME CLOSURE FRAME PROFILE 18GA ®O 2.25 "---LL "� 10.66" 0.36" ��--J PUNBARTON REDIF EX FRAME SNAP -ON C56 VINYL TRIM PROFILE 0.125 MIN WALL RIGID PVC OUTSWING BUMPFACE THRESHOLD (0.050" EXTRUDED ALUM.) (ENDURA) 2" 5.25" 3.25" OUTSWING HIGH DAM THRESHOLD (0.051" EXTRUDED ALUM.) (IMPERIAL) 0.27" 1.56" r 0.22" -01I aT KEWANEE ADJUSTA -FRAME $NAP -ON TRIM PROFILE 18GA STEEL 0 ITEM DESCRIPTION 1 DOOR, STEEL FACE SHEET 24GA. (0.022" MIN.) 2 ADJUSTA -FRAME HEAD JAMB 18GA. STEEL (BY KEWANEE) 3 ADJUSTA -FRAME HINGE JAMB 18GA. STEEL (BY KEWANEE) 4 ADJUSTA -FRAME LATCH JAMB 18GA. STEEL (BY KEWANEE) 5 4" x 4" BUTT HINGE 12GA STEEL (.097" MIN) (BY HAGER) 6 #9 X 1" PFH WOOD SCREW (HINGE TO DOOR) 7 #10 x 1 1/2" PFH WOOD SCREW 8 3/16" ELCO TAPCON OR EQUIV. W/ A 1 . 1/4" MIN. EMBED. 9 HIGH DAM THRESHOLD (.051" EXTRUDED ALUM.) (IMPERIAL) 10 COMPRESSION WEATHERSTRIP (SCHLEGEL Q -LON QDS 650) 11 TOP RAIL (1.73" x 1.22" x 0.040" THK.) 12 BOTTOM RAIL (1.73" x 1.22" x 0.040" THK.) 13 SIDE STILE (1.73" x 1.22" x 0.040" THK.) 14 # 8 PFH WOOD SCREW W/ A 1.50" MIN. EMBED. 15 WOOD LOCK BLOCK (1.67m x 3.0" x 11.75') 16 1.18" x 1.18" x 82" MDF BOARD 17 EXPANDED POLYSTYRENE (1.0 to 1.25 1b. DENSITY) BY JELD -WEN 18 DELIBERATLY LEFT BLANK 19 2x WOOD BUCK 20 SHIM MATER/AL (.25" MAX. THK. CONSTRUCTED OF HIGH DENSITY PLASTIC OR GREATER) 21 KWIKSET TITAN 700 SERIES KNOB 22 KWIKSET TITAN 700 SERIES DEADBOLT 23 FRAME HINGE REINFORCEMENT PLATE (KEWANEE FRAME) 24 COMPRESSION WEATHERSTRIP (SCHLEGEL Q -LON QDST 675) 25 N/A 26 REDIFLEX FRAME HEAD JAMB 16GA STEEL (BY DUNBARTON) 27 REDIFLEX FRAME HINGE JAMB 16GA STEEL (BY DUNBARTON) 28 REDIFLEX FRAME LATCH JAMB 16GA STEEL (BY DUNBARTON) 29 BUMPFACE THRESHOLD (.050" EXTRUDED ALUM.) (ENDURA) 30 THRESHOLD WOOD INSERT FILLER .31 FRAME HINGE REINFORCEMENT PLATE (DUNBARTON FRAME) 32 DELIBERATLY LEFT BLANK 33 REDIFLEX FRAME HEADER CLOSURE 18GA. STEEL (BY DUNBARTON) 34 REDIFLEX FRAME JAMB CLOSURE 18GA. STEEL (BY DUNBARTON) 35 ADJUSTA -FRAME HEADER CLOSURE 18GA. SIt±L (BY KEWANEE) 36 ADJUSTA -FRAME JAMB CLOSURE 18GA. STEEL (BY KEWANEE) 37 ADJUSTA -FRAME SNAP -ON TRIM 18GA. SittL (BY KEWANEE) 38 REDIFLEX STEEL TRIM 22GA HOT- DIPPED GALV. (DUNBARTON) REDIFLEX ALUM. TRIM .045" THK. TYP. ( DUNBARTON) REDIFLEX VINYL TRIM .125" MIN. WALL DUNBARTON) PRODUCT RENEWED es CWIPPNIV With the Fto$da s "�'' t '•.,c , nahlel Control