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WS-11-1814Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 165081 Scheduled Inspection Date: October 25, 2011 Inspector: Bruhn, Norman Permit Number: WS -10 -11 -1814 Owner: THOMAS, BRADLEY & CARRIE Job Address: 534 NE 92 Street Miami Shores, FL Project: <NONE> Contractor: TRITON WINDOW DISTRIBUTORS Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number (901)218 -2069 Parcel Number 1132060141180 Phone: (305)716 -4900 Building Department Comments WINDOW REPLACEMENT 18 WINDOWS Inspector Comments Passed Failed //0-,),c1( Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. October 24, 2011 For Inspections please call: (305)762 -4949 Page 8 of 21 air Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type BUILDING ROOFING RECEIVED OCT 12.2011 PermitNo.wSI `—'I BsL( Master Permit No. OWNER: Name (Fee Simple Titleholder): PIR.14%bi pricl °t "( Dr'fliLS Phone #: Address: 5.S4 NE clA City: i1/4/111144 1 -I'0 RS, -I State: L0 R 11)A zip: 3313? Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: 5-S4 1,16-- q a g--- City: Miami Shores rr County: Miami Dade Zip: 35/32 Folio/Parcel #: I I - . 3 Dip - D 14 - I J O Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: rrt M W t K]DOtO ._ i<crRIRU'r0 Phone #: 3/`7f fe -4-qc o Address: "h0 I NO 11 kit City: M ( Dot I n Qualifier Name: Psi e_30 nti VD P cQSTI Phone #: 3 /--1 1CD - 496 C a State Certification or Registration #: See I Si I St) 3 1 Certificate of Competency #: Contact Phone #: Email Address: T I'fD(� !3 'T2t?bki w 1ts.t1 Oe.� .- C O ( DESIGNER: Architect/Engineer: Phone#: State: " 9 Zip: 33 I (e (o Value of Fork for this Permit: $ I . ) 1 0 Square/Linear Footage of Work: Type of Work: DAddition OAlteration Description of Work: \ i t To j' ;tae ecl wT, ,t.i 9 e P;i 2'4-6' 110 mrii1'f J i1 ODemolition CAL 1 * ***: x*x: *m ********* ******* ********* ***** Fees** ********** ****: x*** ********* ************* ** Submittal Fee $ Permit Fee $ aere9 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) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commen ','went must be posted at the job site for the first inspection hich occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be ','proved and a reinspection fee will be charged. XSignature Signature Owner or Agent ontractor The foregoing instrument was acknowledged before me this it* The foregoinganstrument was acknowledged before me this day of CO + , 20 L, by3x(Wi lki 40)103 , day of , 201 ( , by I&Sttg� who is personally known to me or who has produced L who is oval to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTA ) NICOLE ACOSTA Notary • . Ito - e o My Co ion Expires: 15 Commission # EE 76877 Bonded Through National Notary Assn. NOTARY PUBLIC: Sign: Print: My Commission Expires: ****** * * * * ********* ********** :**** :**** ** *x: ** ********* ****+x ********* : **: *+ x***** ***+ x ********* * **********+x**** APPROVED BY Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk r Return to: CHRISTOPHER P. KELLEY, PA. 11098 Biscayne Boulevard, Suite 205 Miami, Florida 33181 Instrument Prepared By: CHRISTOPHER P. KELLEY, Esquire 11098 Biscayne Boulevard, Suite 205 Miami, Florida 33161 Folio #11- 3206-014-1180 1111111111111111111 (1111111111111111111111111 CFI4 2O11RO53 944 OR Bk 27799 Pea 1992 - 1993; Uses) RECORDED 08/22/2011 13:51:19 DEED DOG TAX 21238.00 HARVEY RUVIN: CLERK OF COURT PIIANI -DADE COUNTY: FLORIDA WARRANTY DEED THIS INDENTURE, Made this / i H day of /4.<9t,)r , 2011, Between BOBBIE CRADDOCK LAWRIE, a single woman, GRANTOR, and BRADLEY G. THOMAS and CARRIE C. THOMAS, husband and wife, whose post office address is 534 NE 92 Street, Miami Shores, FL 33138, GRANTEES, WITNESSETH, That said GRANTOR, for and in consideration of the sum of Ten and No /100 ($10.00) Dollars, and other good and valuable considerations to said GRANTOR in hand paid by said GRANTEES, the receipt whereof is hereby acknowledged, has granted, bargained and sold to the said GRANTEES, and GRANTEES' heirs and assigns forever, the following described land, situate, lying and being in Miami -Dade County, Florida to -wit: Lots 2 and 3, Block 58, MIAMI SHORES SECTION NO. 2, according to the Plat thereof, recorded in Plat Book 10, Page 37, of the Public Records of Miami -Dade County, Florida SUBJECT TO: Applicable zoning and/or restrictions and prohibitions imposed by governmental authority; Conditions, Restrictions limitations, reservations, easements, and other matters appearing on records, if any; Utility easements of record, taxes for the year 2011 and subsequent years. and said GRANTOR does hereby fully warrant the title to said land, and will defend the same against the lawful claims of all persons whomsoever. IN WITNESS WHEREOF, GRANTOR has hereunto set GRANTOR'S hand and seal the day and year first above written. Signed, sealed, and delivered in our presence: CLn4 Ia -(Jt L Witness sign -ture e CIiE Print STATE OF FLORIDA COUNTY OF MIAMI -DADE ) —BOBBIE I C I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the State aforesaid and in the County aforesaid to take acknowl gmentp, personally appeared BOBBIE CRADDOCK LAWRIE, who produced FL /jP • L • C as identification, and who executed the foregoing instrument and acknowledged before me that he executed the same. WITNESS my hand and official seal in the Coun ; ate last aforesaid s 19 day of /04, , 2011. My commission expires: I' AR PUBLIC, State of F "•RID at Large 431 •t!gzi. OIRSTOPHER P. KELLEY MY COMMISSION: DD 750154 EXPIRES: May 21, 20 :2 4> •° Bodarnyullaigt may Santa 1 Book27799IPage1992 CFN #20110558944 Page 1 of 2 CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) 09/30/11 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 POUCIES 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 policy(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 Amtrust Insurance Group 8100 SW 81 Drive, Ste 280 Miami, FL 33143 Phone (305)275 -0810 Fax (305)275 -0890 CONTACT NAME: aCNNo. Ertl: M. No): ADDRESS: ADDRESS PRODUCER CUSTOMER ID 0: INSURER(S) AFFORDING COVERAGE NAIC 0 INSURED Triton Window Distributors 5001 NW 72nd Ave Miami, FL 33166- (305) 559 -9600 INSURER A : Granada Insurance Company 0185FL00009330 INSURER B : :y� �a 1 05/11/2012 INSURER C : $ 1,000,000.00 INSURER 0 : $ 100,000.00 INSURER E : MED EXP (Any one person) INSURER F : • 11 CLAIMS -MADE d OCCUR ❑ 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 ADDL INSR I `- R WVD POLICY NUMBER POLICY EFF (MM/DD/YYYY) POLICY EXP (MM/DD/YYYY) LIMITS A GENERAL LIABILITY 0185FL00009330 05/11/2011 :y� �a 1 05/11/2012 EACH OCCURRENCE $ 1,000,000.00 DAMAGE TO RENTED PREMISES (Ea occurrence) $ 100,000.00 Ejl COMMERCIAL GENERAL LIABILITY MED EXP (Any one person) $ 5,000.00 • 11 CLAIMS -MADE d OCCUR ❑ PERSONAL BADVINJURY $ 1,000,000.00 MI GENERAL AGGREGATE $ 2,000,000.00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP /OP AGG $ 2,000,000.00 Q POLICY JE Q U LOC $ AUTOMOBILE LIABILITY ❑ ANY AUTO ❑ ALL OWNED AUTOS ❑ SCHEDULED AUTOS ❑ HIRED AUTOS NON -OWNED AUTOS ❑ COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ ❑ UMBRELLA LIAB ■ OCCUR EACH OCCURRENCE $ ❑ EXCESS LIAB CLAIMS -MADE AGGREGATE $ ❑ DEDUCTIBLE $ $ • RETENTION $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N N / A I'� I-1 I WC STATU- I I ER E.L. EACH ACCIDENT $ ANY PROPRIETOR /PARTNER/EXECUTIVE OFFICER /MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - EA EMPLOYE $ E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space Is required) WINDOW INSTALLATIONS Miami Shores Village 10050 NE 2nd Ave Miami Shores, Fl 33138 ft,' SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2009109) QF The ACORD name and logo are registered marks of ACORD JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION 01- 12-2011 * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: PERSON: FEIN: 02/16/2011 ACOSTA 200892588 BUSINESS NAME AND ADDRESS: TRITON WINDOW DISTRIBUTORS INC 5001 NORTHWEST 72ND AVE MIAMI FL 33166 SCOPES OF BUSINESS OR TRADE: 1- GLAZING EXPIRATION DATE: 02/15/2013 ALEJANDRO IMPORTANT: Pursuant to Chapter 440. 05114), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05112), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed an the notice of election to be exempt. Pursuant to Chapter 440.05113), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shell revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413 -1E DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE 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: 02/16/2011 EXPIRATION DATE: 02/15/2013 PERSON: ALEJANDRO ACOSTA FEIN: 200892588 BUSINESS NAME AND ADDRESS: TRITON WINDOW DISTRIBUTORS INC 5001 NORTHWEST 72ND AVE MIAMI, FL 33166 SCOPE OF BUSINESS OR TRADE: 1- GLAZING IMPORTANT F Pursuant to Chapter 440.05114), F.S., an officer of a corporation who O elects exemption from this chapter by filing a certificate of election 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. R E Pursuant to Chapter 440.05113), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. 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 01 -11 STATE OF FLORIDA AC# 4498541 DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION 036789.0 08/07/09 097004623 QUALIFIED BUSINESS ORGANIZATION TRITON WINDOW `. DISTRIBU 'ORS INC (NOT A LICENSE TO PERFORM WORK. ALLOWS COMPANY TO DO BUSINESS IF IT HAS A LICENSED QUALIFIER.) IS QUALIFIED under the provisions of Ch.489 FS Expiration dates 'AUG 31, 2011 L0. 9080700236 623374 -6 BUSINESS NAME / LOCATION TRITON WINDOW DISTRIBUTORS INC 5001 NW 72 AVE 33166 UNIN DADE COUNTY THIS IS NOT A BILL - DO NOT PAY RENEWAL RECEIPT NO. 649833 -1 STATE# SCC131150831 OWNER TRITON WINDOW DISTRIBUTORS INC Sec. Type of Business THIS IB 110 ASLgIALTY BUILDING CONTRACTOR BUSINESS TAX RECEIPT. IT DOES NOT PERMIT THE HOLDER TO VIOLATE ANY EXISTING REGULATORY OR ZONING LAWS OF THE COUNTS OR CITIES. 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 MIAMI -DADS COUNTY TAX COLLECTOR: 07/15/2011 09010101001 000075.00 SEE OTHER SIDE FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 WORKER /S 3 DO NOT FORWARD TRITON WINDOW DISTRIBUTORS INC ALEJANDRO ACOSTA PRES 5001 NW 72 AVE MIAMI FL 33166 II$iIII111IIIIIIJII 11111111 ,111III11,l,l,Illlll„u1,1040d 573776 -3 BUSINESS NAME / TRITON WI 5001 NW 33166 UNI THIS IS NOT A BILL - DO NOT PAY RENEWAL RECEIPT NO. 598366-4 LOCATION NDOW DISTRIBUTORS INC 72 AVE N DADE COUNTY OWNER TRITON WINDOW DISTRIBUTORS INC Sec. T e of Business 220 TANGIBLE PERSONAL PROP DLR THIS IS ONLY A LOCAL BUSINESS TAX RECEIPT. IT DOES NOT PERMIT THE HOLDER TO VIOLATE ANY EXISTING REGULATORY OR ZONING LAWS OF THE COUNTY OR CITIES. 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 MIAMI -DADS COUNTY TAX COLLECTOR: 07/15/2011 09010100001 000075.00 SEE OTHER SIDE FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 EMPLOYEE /S 3 DO NOT FORWARD TRITON WINDOW DISTRIBUTORS INC ALEJANDRO ACOSTA PES 5001 NW 72 AVE MIAMI FL 33166 111111 11111 „I II1111111III,1111111)11 11It 111111.111aPI TS' TRIT WINDOW DISTRIBUTORS 5001 NW 72 AVE - Miami, FL 33166 306.716.4900 305.716.9844 (FAX) LOCATION CUSTOMER INFORMATION Bradley & Carrie Thomas 534 Northeast 92 Street Miami Shores, Florida 33138 (901) 218-8069 PROJECT ADDRESS Bradley & Carrie Thomas 534 Northeast 92 Street Miami Shores, Florida 33138 (901) 218-8069 TINT GRIDS CONFIG OTHER SALES ORDE►�° SERIES STYLE # 3081, September 9, 2011 COST (EA) • COST (EXT) 1 • 27 SFREC TA143129534 -C 1- Living Room Impact Resistant 7/16" AN/HS Clear Full View 0 WG701 PIC $ 756.12 $ 756.12 1 D2-4 TA212387934-S 2 - Bedroom 3 Impact Resistant 5/18" AN/AN Clear Full View XO WG710 HR $ , 611.77 $ 611.77 1 1 -3 TA28128300S 3 - Bathroom 3 Impact Resistant 5/16" AN/HS Clear Full View X WG740 CS $ 259.37 $ 259.37 1 2 -3 TA143127934 -C 4 - IQtrhen Impact Resistant 5/16" AN/AN Clear Full View XO WG710 HR $ . 289.57 $ 289.57 1 2 -3 TA143127934 -C 5 - Kitchen Impact Resistant 5/18" AN/AN Clear Full View X0 WG710 HR $ 289.57 $ 289.57 1 D2-4 TA212387934 -S 8 - Dining Room Impact Resistant 5/18" AN/AN Clear Full View X0 WG710 HR $ 611.77 $ r 611.77 1 3-5 TAI06145058S 7 - Sun Room Impact Resistant 5/18" AN/AN Clear Full View XO WG710 HR $ 565.98 $ 585.98 1 3-5 TA106145058-S 9 - Sun Room Impact Resistant 5/16° AN/AN Clear Full View X0 WG710 HR $ 565.98 $ 565.98 1 3-5 TA106145058-S 10 - Sun Room Impact Resistant 5/16° AN/AN Clear Full View X0 WG710 HR $ 585.98 $ 585.98 1 3-5 TA106145058 -S 11- Sun Room Impact Resistant 5/18" AN/AN Clear Full View XO WG710 HR $ 565.98 $ 565.98 1 3-5 TA108145058-S 12 - Sun Room ' Impact Resistant 5/16" AN/AN Clear Full View XO WG710 HR $ 585.98 $ 585.98 1 T2-4 TA143129534-S 13 - Laundry Room Impact Resistant 7/16" AN/AN Clear Full View XOX WG710 HR $ 1,022.68 $ 1,022.66 1 D2-4 TA212387934-S 14 - Bedroom 2 Impact Resistant 5/16" AN/AN Clear Full View XO WG710 HR $ 811.77 $ 611.77 1 2-4 TA191828�C 15 - Master Bathroom Impact Resistant 5/16" AN/AN Clear Full View XO WG710 HR $ 359.39 $ 359.39 1 2-4 TA19182600 -C 16 - Master Bedroom Impact Resistant 5/18" AN/AN Clear Full View XO WG710 HR $ 359.39 $ 359.39 1 2-4 TA19182800 -C 17 - Master Bedroom Impact Resistant 5/16" AN/AN Clear Full View X0 WG710 HR $ 359.39 $ 359.39 1 D2-4 TA212387934-S 18 - Master Bedroom Impact Resistant 5/16" AN/AN Clear Full View X0 WG710 HR $ 611.77 $ 811.77 1 2-4 TA19182600 -C 19 - Guest Bathroom Impact Resistant 5/16" AN/AN Clear Full View XO WG710 HR $ 359.39 $ 359.39 18 TOTAL UNITS • PRODUCT INFORMATION Series: PGT Wnguard Desc: Aluminum Horizontal Sliding / Casement / French Door Color. White • "INVOICE BAC' must be paid at time of install. • "INSPECT BAL' must be paid at time of inspection. • Product specifications and prices are subject to change upon receipt of engineering report in order to meet design pressure requirements. DELIVERY: $ 65.00 INSTALL: $ 3,120.00 TAX: $ 65323 TOTAL: $ 13,170.09 DEPOSIT: $ 7,902.06 INVOICE SAL: $ 3,851.03 INSPECT BAL: $ 1,317.01 CTQB Construction Trades Qualifying Board BUSINESS CERTIFICATE OF COMPETENCY 08BS00340 TRITON WINDOW DISTRIBUTORS INC AC +STA ALEJANDRO Is certified under the provisions of Chapter 10 of Miami -Dade County VALID FOR CONTRACTING UNTIL 09/30/2012 QUALIFYING TRADE(S) 0023 GLASS & GLAZING Herndnio Gonzalez P.E. Secretary of the Board Want-Dade County retains at property rights herein. 1 v■w.ndanddade.OovlbWWingcode 1 1. Client 2. Job Name 3. Job Address 4. County 5. Building Height : 15 6. Basic Wind Speed : 146 7. Wind Standard 8. Roof Slope 9. Exposure Al-Farooq Corporation 1235 SW 87th Avenue • Miami, FL 33174 Tel: (305) 264 -8100 • Fax: (305) 262 -6978 Site Specific: Wind Loads (Based on data supplied by client) Triton Window Distributors OCT 0 4 2011 a i 13o...: Carrie Thomas 534 Northeast 92 Street Miami Shores, Florida 33138 Miami -Dade ft. (see sketch belo mph : ASCE 7 -05, FBC 2007 Edition : ° Flat ° Slope: Pitch : ° Non Coastal 0 Coastal ° Other CM' Pr /12 (Coastal exposure applies within 1500 ft of ocean line or 50 miles within ocean line for Std. Bldg. Code Chapter 16.) 10. Building : Length 11. Attach floor plan with shutter / window, sizes (Note: If maximum load used for all openings fl 12. Building Category : ft. W; dth vapvED 39tiliifiPh Alex Acosta (305) 716 -4900 Client Representative Bldg. > 60 ft. Bldg. < 60 ft. Miami Shores Village i:i P! jf is'r BY DATE equired) SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS JAVAD AHMAD, P.E. — FL # 70592 EB C.A.N. #3538 AL- FAROOQ CORPORATION CAN (EB) #3538 1235 S.W. 87th. AVENUE MIAMI, FL. 33174 PH. 305 - 264 -8100 CUSTOMER :TRITON WINDOW DISTRIBUTORS PROJECT :CARRIE THOMAS WIND LOAD ANALYSIS FOR COMPONENTS AND CLADDING AS PER SPECIFICATION ASCE 7 -05 BUILDINGS WITH IMPACT PROTECTION BASIC WIND SPEED V : 146 MPH IMPORTANCE FACTOR I : 1 EXPOSURE CATEGORY : C MEAN ROOF ELEVATION H : 15 FT. TRIBUTARY LOAD AREA A : 10 FT-2 Kh = 0.85 Kd = 0.85 Kzt= 1.0 09 -09 -2011 (TABLE 6 -3, PAGE 79) (TABLE 6 -4, PAGE 80) (TOPOGRAPHIC FACTOR - FIGURE 6 -4, PAGE 45) VELOCITY PRESSURE Qh= .00256 Kh Kzt Kd IV'2 = 39.43 PSF GCp COEFFICIENTS (FIGURE 6 -11A, PAGE 55) ZONE 4 = +1.00 -1.10 ZONE 5 = +1.00 -1.40 GCpi COEFFICIENTS = + .18 - .18 (FIGURE 6 -5 PAGE 47) DESIGN PRESSURE P = Qh(GCp - GCpi) ZONE 4 = + 46.5 PSF - 50.5 PSF ZONE 5 = + 46.5 PSF - 62.3 PSF 534 ne 92 st, miami, fl - Google Maps Gat* maps Page 1 of 1 To see all the details that are visible on the screen, use the' Print" link next to the map. http: / /maps.google.com/ maps ?q = 534 +ne +92 +st,+ miami,+ fl &rls= com.microsoft:en- us &oe =... 9/9/2011 Miami Shores Building Department Product Approval Schedule / Comparison Chart Description of Window or Product Acceptance Product Approval Design Pressure ( +) PSF ( -) PSF Opening ID Door or mullion Number Address: 534 Northeast 92 Street Opening Design Pressure (+) PSF ( -) PSF Rough Opening Size Shutter Required Yes /No Permit No. Mullion Required Yes /No Impact Yes /No 1 1FL Picture Window 10- 0504.05 70.00 70.00 46.50 62.30 74" x 50 5/8" No No Yes " 2 1FL Horizontal Slider 07- 0815.09 75.00 75.00 46.50 62.30 74" x 50 5/8" No No Yes 3 1FL Casement Window 08- 0117.11 70.00 90.00 46.50 62.30 19 1/8" x 38 3/8" No No Yes 4 1FL Horizontal Slider 07- 0815.09 75.00 75.00 46.50 62.30 37" x 38 3/8" No No Yes 5 1FL Horizontal Slider 07- 0815.09 75.00 75.00 46.50 62.30 37" x 38 3/8" No No Yes 6 1FL Horizontal Slider 07- 0815.09 75.00 75.00 46.50 62.30 74" x 50 5/8" No No Yes 7 1FL Horizontal Slider 07- 0815.09 75.00 75.00 46.50 62.30 53 1/8" x 63" No No Yes 8 1FL Horizontal Slider 07- 0815.09 75.00 75.00 46.50 62.30 53 1/8" x 63" No No Yes 9 1FL Horizontal Slider 07- 0815.09 75.00 75.00 46.50 62.30 53 1/8" x 63" No No Yes 10 1FL Horizontal Slider 07- 0815.09 75.00 75.00 46.50 62.30 53 1/8" x 63" No No Yes 11 1FL Horizontal Slider 07- 0815.09 75.00 75.00 46.50 62.30 53 1/8" x 63" No No Yes 12 1 FL Horizontal Slider 07- 0815.09 75.00 75.00 46.50 62.30 111" x 50 5/8" No No Yes 13 1FL Horizontal Slider 07- 0815.09 75.00 75.00 46.50 62.30 74" x 50 5/8" No No Yes 14 1FL Horizontal Slider 07- 0815.09 75.00 75.00 46.50 62.30 37" x 50 5/8" No No Yes 15 1FL Horizontal Slider 07- 0815.09 75.00 75.00 46.50 62.30 37" x 50 5/8" No No Yes 16 1FL Horizontal Slider 07- 0815.09 75.00 75.00 46.50 62.30 37" x 50 5/8" No No Yes 17 1FL Horizontal Slider 07- 0815.09 75.00 75.00 46.50 62.30 74" x 50 5/8" No No Yes 18 1FL Horizontal Slider 07- 0815.09 75.00 75.00 46.50 62.30 37" x 50 5/8" No No Yes TOP VIEW CUSTOMER INFORMATION Bradley & Came Thomas 534 Northeast 92 Street Miami Shores, Florida 33138 FRONT EGRESS` MASTER BEDROOM TYPE: Aluminum Impact Horizontal Window SIZE: 74° X 50 5/8° 5/16° AN/AN NOA: TYPE: Aluminum Impact Horizontal Window SIZE: 37" X 50 5/8" 5/16" AN/AN NOA: 07 -0815.09 07 -0815.09 TYPE: Aluminum Impact Picture Window SIZE: 74° x 50 5/8" 7/16" AN/HS NOA: 10- 0504.05 TYPE: Aluminum Impact Horizontal Sliding Window SIZE: 74 "x505/8° 5/16" AN/HS NOA: 07- 0815.09 SIDE (RIGHT) KITCHEN '' KITCHEN DINING ROOM SUN ROOM + TYPE: Aluminum Impact Casement Window SIZE: 191/8 "x383/8" 5/16° ANMS NOA: TYPE: Aluminum Impact Horizontal Window SIZE: 37" x 38 3/8" 5/16" AN/AN NOA: TYPE: Aluminum Impact Horizontal Window SIZE: 37" x 38 3/8" 5/16" AN/AN TYPE: Aluminum Impact Horizontal Window SIZE: 74° x 50 5/8" 5/16" AN/AN NOA: NOA: 08 -0117.11 07 -0815.09 07 -0815.09 TYPE: Aluminum Impact Horizontal Sliding Window SIZE: 53 1/8" x 83° 5/16" AM-IS NOA: 07 -0815.09 07 -0815.09 BACK SUN ROOM SUN ROOM SUN R! TYPE: Aluminum Impact Horizontal Window SIZE: 53 1/8" x 63" 5/16" AN/AN NOA: 07-0815.09 TYPE: Aluminum Impact Horizontal Window SIZE: 531/8" x 63° 5/16° AN/AN NOA: 07-0815.09 TYPE: Aluminum Impact Horizontal Window SIZE: 53 1/8° x 63" 5/16° AN/AN NOA: 07 -0815.09 SIDE (LEFT) LAUNDRY ROOM EGRESS BEDROOM 2 1S MASTER BEDROOM MASTER BEDROOM TYPE: Aluminum Impact Horizontal Window SIZE: 53 1/8" x 63" 5/16" AN /AN NOA: TYPE: Aluminum Impact Horizontal Window SIZE: 111" x 50 5/8" 7/16° AN/AN NOA: TYPE: Aluminum Impact Horizontal Window SIZE: 74" x 50 5/8° 5/16" AN/AN NOA: TYPE: Aluminum Impact Horizontal Window SIZE: 37" X 50 5/8" 5/16" AN/AN NOA: TYPE: Aluminum Impact Horizontal Window SIZE: 37" X 50 5/8° 5/16° AN/AN NOA: TYPE: Aluminum Impact Horizontal Window SIZE: 37° X 50 5/8" 5/16" AN/AN NOA: 07 -0815.09 07 -0815.09 07 -0815.09 07 -0815.09 07 -0815.09 07 -0815.09 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION 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 NOTICE OF ACCEPTANCE (NOA) www.mlamtdade.aov/huildinacode PGT Industries, Inc. 1070 Technology Drive Nokomis, FL 34275 ►.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 M ami -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 AHT (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 "HR -710" Aluminum Horizontal Roller Window — L.M.I. APPROVAL DOCUMENT: Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28 /2006 with the latest revision "C" dated 0445/2007, prepared by PGT Industries, Inc , dated 08/10/2007, signed and sealed by Robert L. Clark, 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 Missile 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. 06- 0405.06 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 Manuel Perez, P.E. NOA No 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28 /2006 with the latest revision "C" dated 04 /15/2007, prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 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 XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) 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 XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) E -1 Manuel Per ass Product Control T' ' NOA No 07 -0" 09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Engineering, dated 10/26/06, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -98 and 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 for "DuPont Butacite PVB Interlayer" dated 01/05/2006, expiring on 12/11/2010. 2. Notice of Acceptance No. 03- 0421.01 issued to Solutia Inc. for their "Saflex HP a polyvinyl butryal interlayer for lamination of glass" dated 05/22/2003, expiring on 04/14/2008. F. STATEMENTS 1. Statement letter of compliance, and no financial interest, dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. 2. Laboratory compliance letter for Test Report No. FTL- 5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Laboratory compliance letter for Test Reports No.'s FTL- 4858 and FTL- 4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06-0405.06) G. OTHER 1. Notice of Acceptance No. 06- 0405.09, issued to PGT Industries, Inc. for their Series "Alum. Horizontal Roller Window, Impact ", approved on 12/21/2006 and expiring on 12/21/2011. E -2 Manuel Perez, Product Control Exa NOA No 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 516" LAMI CONSISTING OF (1) LITE OF 1/8° ANNEALED GLASS AND (1) UTE OF 1/8° HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/16° LAMI CONSISTING OF (2) UTES OF 1 /8° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16' LAMI CONSISTING OF (2) UTES OF 3/16° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 7%16" LAMI CONSISTING OF (1) LITE OF 3/16° ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. F. 7/16' LAM! CONSISTING OF (2) UTES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G. 13116" LAMI IG: (1) LITE OF 1/8" OR 3/16' ANNEALED (MIN.) GLASS, 5/16° OR 3/8' AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8° ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16° OR 3/8° AIR SPACE AND 5/16' LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) UTE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. I. 13/16° LAMI IG: (1) LITE OF 118" OR 3/16" ANNEALED (MIN.) GLASS. 5/16" OR 3/8" AIR SPACE AND 5/16' LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13116" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16' OR 114° AIR SPACE AND 7/16' LAM! CONSISTING OF (2) UTES OF 3/18' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16° ANNEALED (MIN.) GLASS, 3/18° OR 1/4" AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. L 13/16° LAMI IG: (1) UTE OF 1/8' OR 3116° ANNEALED (MIN.) GLASS, 3/16° OR 114° AIR SPACE AND 7116" LAMI CONSISTING OF (2) UTES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: OX, XO. XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT, SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7. REFERENCES: TEST REPORTS FTL -4858, FTL -4859 AND FTL -5330. ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANSIIAF&PA NDS -2005 FOR WOOD CONSTRUCTION ADM 2005 ALUMINUM DESIGN MANUAL 8, THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CLI 5k1N(j'rEQLTIOR INQM, ,VQ1NG THE HIGH VELOCITY HURRICANE ZONE (HVHZ). . :.: i i Renal Sy. 081E F K. 4/15/07 Rea$day. Cara F.K. 10/17/06 aaysday Da!e: Fit 5/13/06 Oraa,By Data F.K. 2128106 Revisions C ADD FTL.5330 TO NOTES 7 & CHO. NOTE 8 TO CURRENT EDIT. B CHANGE TOASTM E 1300-02 Rauh.. A ADD AIR SPACE DIM. NOTE 1, TECH. REF. NOTE 7& NOTES. Medal By. Dale: I J.J. 323/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.Q. 29X 1529 NOKOMIS. FL 34274 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Roe C NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS. 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST...._ 6 EXTRUSIONS 7 CORNER DETAIL 5 ANCHORAGE 8-11 PRODUCE REVISED as complying with the Florida E.1414eagCodo AcGaylctico Pto O Expiration Dato Mime Robort L. Glee. F.E. PE #39712 Structural 1/2" NOM. GLASS BITE 6 112" NOM. GLASS BITE 63,64,65 -� +- 1/8' ANNEALED OR HEAT STRENGTHENED GLASS -� .090 SOLUTIA OR DUPONT PVB INTERLAYER 116° ANNEALED OR HEAT STRENGTHENED GLASS 5/16° NOM. 5/16" LAMINATED GLASS 1/2" NOM. GLASS BITE 66,67,68,69,70,71 aEXTERIOR INTERIOR C> (ALL SECTIONS) 3/16° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16' ANNEALED OR HEAT STRENGTHENED GLASS 7/16° LAMINATED 7/16" LAMINATED GLASS 1/2° NOM. GLASS BITE 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16° LAMINATED 5116" OR 3/8" AIR SPACE 1/8" OR 3/16" ANNEALED (MIN.) GLASS 13/16' NOM. 13/16" LAMI IG GLASS W/ 5/16° LAMI y 72,73,74,75,76, 3/16° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER • 3/16' ANNEALED OR HEAT STRENGTHENED GLASS 7/16' LAMINATED 3/16' OR 1/4° AIR SPACE 1/8' or 3/16" ANNEALED (MIN.) GLASS 13/16" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI PRODUCT REVISED as compl ling with the Florida St:ildiog Code Aev piece No O Expiration Date F.K. 4115/07 C NO CHANGE THIS SHEET Rend Sr F.X. a17105 8 NO CHANGE THIS SHEET Rend 137, F.K. 5/13/08 Revision A ADD AIR SPACE DIM. TO LAMI IG DETAILS Draw„ ar: F.K. Ono 2128/08 cr�aar J.J. 3123/08 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 3OX 1529 NOKOMIS. R 34274 EIGT Visibly Better lanototnt GLAZING DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT S.rwabaaeL HR710 s®e Full or 11 arms g"z 4127 -10 Prev: C Wert L Clark, P.E. PE #39712 Structural TABLE 1. XOX (1/4,112,1/4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 38318" 48" 50 518" 54" 60" 63" 84" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -80.0 96" 1 A,B,G,HI +80.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 106 318" A,B,G,H +60.0 108" 111" A,B,G,H +60.0 A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 +60.0 -60.0 -60.0 +60.0 +60.0 -60.0 +58.8 -58.8 +56.2 -56.2 -60.0 +55.2 -55.2 +52.3 -52.3 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +54.6 -54.6 +51.7 -51.7 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.5 -59.5 +53.6 -53.6 +50.9 -50.9 UP TO 111" UP TO 111" C,I +60.0 -60.0 D,E,F, J,K,L +75.0 -75.0 TABLE 2. XOX (1/3,1!3,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WIDTH TYPE WINDOW HEIGHT ALL HEIGHTS UP TO 63" TO 86 7/16" A,B,C, G,H,1 +60.0 -60.0 TO 86 7/16" D,E,F, J,K,L +75.0 -75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 38 3/8" 48" 60" 65" 72" 74" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 50 5/8" son +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 A,B,G,H +75.0 A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +74.2 -74.2 +70.2 -70.2 -75.0 +75.0 -75.0 +75.0 -75.0 +69.6 -69.6 +65.2 -65.2 A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 _ +68.1 -68.1 +63.8 -63.8 UP TO 74" C,D,E,F, I,J,K, L +75.0 -75.0 GLASS TYPES: TEST REPORT FTL-4858 (XOX), Fit.-4859 (OX& XO) AND FTL -5330 A. 5/16" LAMI - (1/8" A, .090,1/8" A) B. 5/16" LAMI - (1/8" A, .090,1/8" HS) C. 5/16" LAMI - (1/8" HS, .090,1/8" HS) D. 7116" LAMI - (3/16" A, .090, 3/16" A) E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) F. 7/16" LAMI - (3/16" HS, .090, 3/16" HS) G. 13/16" LAMI IG -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8"A, .090,1/8 "A) H. 13/16" LAMI IG -1/8" OR 3/16"A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"A, .090,1 /8"HS) I. 13/16" LAMI IG -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8"HS, .090,1 /8"HS) J. 13/16" LAMI IG -1/8" OR 3/16"A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3116 "A, .090, 3/16 "A) K. 13/16" LAMI IG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" IAMI - (3/16"A, .090, 3/16"HS) L. 13/16" LAMI IG -1/8" OR 3116 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "HS, .090, 3/16"HS) r:: B. ^o ?;•.:; [:;; with the Florida Cc, de AcceFta ucc No 07- 08(5.04 imam DolejrigfaZeI' rmvseer FJG Bummer FX Rend Br. F.K. Ba"rvn er F.K. Rehr Reek 4/15/07 C ADD INTEGRAL FIN OPTION 8 UPDATE ASTM E 1300 -02OPs 10/17/06 Barn: 5/13106 aster 2/28/06 B B REVISE DP TABLES TO ASTM E 1300 -02 Be A AADD AIR SPACE DIMENSION GLASS TYPES G THRU L. t. JmdBy: Dafe: I J.J. 3/23!06 1070 TECFNOLOOY DRIVE NOKOMIS. Fl. 34275 P.O.90X 1529 NOKOMIS. FL. 34274 PG-11. Visibly Better DESIGN PRESSURES ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Senksidada 115710 Scaler NTS 3 m 11 Ba 4127 -10 R. C 273/8" r— MAX DLO —+ 54 5/16" MAX DLO FIXED VENT B O t B B 110° MAX. WIDTH I.F. FRAME 111" MAX WIDTH FLANGE FRAME DETAIL 8 - XOX (114 -112 -1/4) 3 DLO FIXE ru-- D DLO FIXED 33 9/16° MAX. DLO VENT f F- 57 57 3/8' MAX. DLO ALL FIXED LITES 56° MAX DLO ALL VENTS 62° MAX I.F. FRAME ALL CONFIG. 73° MAX. WIDTH I.F. FRAME 74° MAX. WIDTH FLANGE FRAME DETAIL A- OX OR XO A t 63° MAX FLANGE FRAME ALL CONFIG. ID 27 3/8° _r MAX. DLO VENT 27 3/8° MAX. DLO FIXED t As t D D O 85 7116° MAX. WIDTH I.F. FRAME- ---"-I 7/16° MAX WIDTH FLANGE FRAME - DETAIL C - XOX (1/3 -1/3 -113) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET AT HEAD AND SILL I.F. FRAME FLANGE FRAME VIEW D -D Q (FRAME CORNER CONSTRUCTION) i - r ^.EVISED with the Florida ° ' at52iDcte %aLTI Loll BY o4uct Div Revod a F.K Dam 4/15/07 RaWJdq: C ADD INTEGRAL FIN FRAME MAX. DIMENSIONS AND CORNER CONSTRUCTION DETAIL FROM SHT. 6. Bawd Br F.K. Data 10/17/06 H"rt bm: B NO CHANGE THIS SHEET Awdar F.K. cam: 5/13/08 ROSSO= A NO CHANGE THIS SHEET Om=9y. F.K. Dift 2128/06 chededer J.J. Date: I 3123108 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. SOX 1529 NOKOMIS, FL 34274 Visibly Better ELEVATIONS Tib: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Seerteaftdet HRT10 NTS shoe 4 m 11 DADVirkl 4127 -10 ///' L. Clark, P.E. PE #39712 Structural INTERIOR INTERIOR MAX. HEIGHT FLANGE FRAME A EXTERIOR INTERIOR �-�. -- MAX. FIXED DLO --44 MAX. WIDTH (FLANGE FRAME SECTION &S (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) s2 @ 0 I- MAX. FIXED DLO — MAX. VENT DLO MAX. WIDTH (LF. FRAME) EXTERIOR SECTION A-A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIIy,FRAME) EXTERIOR SECTION C-C 0 (VERTICAL SECTION, FLANGE FRAME) A SILL INTERIOR (VERTICAL SECTION, I.F. FRAME)® A _Li! 0 A INTERIOR [I rw _fly 0 1111111 iii i EXTERIOR HEAD (VERTICAL SECTION, I.F. FRAME)g PRODUCT REVISED Rs eorxh sng with 010F107925 No a otion Uatc Re,aday. FK o: 4/16/07 C ADD INTEGRAL FIN FRAME. ?TENS 41, 42 AND 43 AND VIEWS. F.K. Sax 10/17/06 Ficristazr B NO CHANGE THIS SHEET sommy F.K Data 66/13108 brawn By F.K. 2/28108 ReFtslortex A NO CHANGE THIS SHEET mar J.J. 33/29/VS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34278 P.O. BOX 1529 NOKOMIS. FL 34214 Visibly Better SECTIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Gegteilkdet HR710 Stoat d II msarnn. 4127 -?0 A7 Robert L. Or*. P.E. PE '539712 StrucbRH 2 3 4 6 7 8 10 12 13 14 15 16 17 19 21 22 23 24 29 32 33 35 36 37 38 DWG# 4102 4025 4053 4136 4137 4131 71298 1626 4002 4134 1155 4110 4054 4066 4105 1683 DESCRIPTION FLANGE FRAME HEAD SASH STOP (STD.) (ANTI LIFT CUP) #8 X 3/4 PH. PAN HEM) SASH STOP COVER (SASH STOP) FLANGE FRAME SILL SILL ADAPTOR ROLLER TRACK WEEP HOLE COVER ADHESIVE OPEN CELL FOAM PA D FLANGE FRAME JAMB GASKET FOR MAIN FRAME SILL JOINT #8 X 1.000 QUAD PN. SMS SCREEN ADAPTOR FIXED MEETING RAIL W STP.,.187 X .230, FIN SEAL SASHTOP & BOTTOM RAIL WSTP.,.250 X .270 BACK, FIN SEAL ROLLER HOUSING & GUIDE BRASS ROLLER WHEELS HORIZONTAL ROLLER SASH TOP GUIDE SASH MELTING RAIL WSTP.,.170 X.270BACK, FIN SEAL SWEEP LATCH #8 X .625 PH. FL SMS SASH SIDE RAIL WSTP.,.250 X 270 BACK, FIN SEAL BULB WEATHERSTRIP .187 X 275 LIFT RAIL COVER CAP LF. FRAME HEAD 6063 -T6 AL LF. FRAME SILL 6063 -T6 AL LF. FRAME JAMB 6063 -T6 AL GLAZING SILICONE, DOW 899, 995 OREQUNALENT VINYL GLAZING BEAD BULB (THICK) VINYL GLAZING BEAD BULB (THIN) (LAZINGBEAD - 5/16" 6063-T5 AL GLAZING BEAD -5/16" W /GRILLKIT 6063 -T5 AL GLAZING BEAD - 7/16" 6063 -T5 AL GLAZING BEAD - 7/16" W /GRILL KIT 6063 -T5 AL GLAZING BEAD - 13/16" 6063 -T5 AL 5/16" LAMI (1/8" A, .090 PVB, 1/8" A) 5/16" LAMI (1/8" A, .090 PVB, 1/8" HS) 5/16" LAMI (1/8" HS, .090 PVB, 1/8" HS) 7/16" LAM1 (3/16" A, .090 PVB, 3/16" A) 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) 7/16" LAM! 3/16" HS, .090 PVB, 3/16" HS) 225-1 226 4128 4006 1235 1096 1016 4126 1683 39 40 41 42 43 50 51 52 53 54 55 56 D 7070 4139 4140 4141 1224 1225 4039 4044 4222 985 59 60 61 62 63 64 65 4067 GLASS " Rene 13): Daft F.K. 4/15107 MAUL 606346 AL 6063 -T5 AL 6063-T5 AL 6063 -T6 AL 6063 -T6 AL 6063-T6 AL POLYPROP. 6063 -T6 AL 6063 -T5 AL 6063RD -T6 AL 6063 -T5 AL BRASS POLYPROP. 6063HS -T6 AL DIE -CAST 6063 -T5 AL PGT# 6122.37 612244 7834AA 64136 64137 64131 71298 7PAD1626 612225 74134W/K 781PQA 64110G 64054A 64066G 612240 61683G 42112HD 7BRWHE22 44128N 64006 67S160 71096 7858 64126 616830 67070K 74078 "C" LORR 64139 64140 64141 A 6TP247W,K 6TP248K 64039B 644703 64222 6985 64067 ITEM DWG REV/ DESCRIPTION 1 MAIL I PGT# 66 GASS,13 _ /16" LAM11G- 1 /8 "A, 3/8 "AIR SPACE, 5/16" LAMI (1 /8"A, .090 PVB, 1/8"A) 67 " 13/16" LAMI IG- 1/8 "A, 3/8" AIR SPACE, 5/16" LAIvII (1/8 "A, .090 PVB, I /8 "HS) 68 13/16" LAMI IG- 1/8 "A, 3/8" AIR SPACE, 5/16" LAMI (1 /8 "HS, .090 PVB, 1/8"HS) 69 " L13/16" LAMI IG-3/16"A, 5/16" AIR SPACE, 5/16" LAMI (I /8"A, .090 PVB, U8"A) 70 " 13/16" LAMI IG- 3/16"A, 5/16" AIR SPACE, 5/16" LAMI (1 /8 "A, .090 PVB, l /8 "Hs) 71 " 13/16" LAMI IG-3116"A,5/16" AIR SPACE, 5/16" LAMI (1/8"HS, .090 PVB, 1/8"HS) 72 13/16" LAME EG-1/8"A, 1/4" AIR SPACE, 7/16" IAMI (3/16 "A, .090 PVB, 3/16" A) 73 " 13/16" LAMI IG-1/8"A, 1/4" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "HS) 74 " 13/16" LAMI IG-1/8"A, 1/4" AIRSPACE, 7/16" LAMI (3/16"HS, .090 PVB, 3/16 "HS) 75 " 13/16" LAMI IG3 /16 "A, 3/16" AIRSPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3116 "A) 76 " 13/16" LAMI IG- 3/16 "A, 3/16" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "HS) 77 13/16" LAMI IG- 3/16 "A, 3/16" AIR SPACE, 7/16" LAMI (3/16"HS, .090 PVB, 3 /16 "HS) 90 1014 SCREEN FRAME (HOR. & VER.) 3105 -H14 AL 91 1630 SCREEN CX)RNERKEY W/RINGS POLYPROP. 92 1631 SCREEN CORNER KEY W /OUT RINGS POLYPROP. 93 1073 SCREEN SPRING ST.ST. 94 1624 SCREEN SPLINE- .135 DIA. FOAM EM PVC 95 1635 SCREEN SPLINE- .135 DIA. HARD EM PVC 96 SCREEN CLOTH i 2.784 1.988 --•-I OA,I.F. FRAME JAMB #4141,6063 -76 2 710 2.62 OA IF. FRAME HEAD #4139, 6063 -T8 42 .F. FRAME SILL /c1 #4140, 6063 -T6 PRODUCT REVISED ffitemptpin :with the Florida Building Code Acceptance No O Expicsuon Date Reno., C ADD ITEMS 41, 42 843 "eusd4% F.K. 10117/08 Remd 8r• OWe: Rev s F.K. 5113/06 A ADO SPACE DIMENSIONS ITEMS 66 THRU 77. Wewner. Oat. aMected : ow.: F.K. 228/06 J.J. 3/23/06 Rw S NO CHANGE THIS SHEET 1070 TECiINOLOOY DRIVE NOKOMIS. B. 34275 P.O. BOX 1529 NOKOMIS. FL 34274 PARTS LIST Visibly Better ALUM. HORIZONTAL ROLLER WINDOW, IMPACT S"taalcd¢ Stair no rm Rer. 1413710 NTS 6 d 11 4127 -10 C .062 73 u LI 2.710 -1 FLANGE FRAME HEAD J #4102A, 6063-T6 .490 ji 11 T 5 1.4 \�J SASH STOP J #4025, 6063 -T5 21 SASH TOP & BOTTOM RAIL #4133, 6063-T5 .050 1.096 - i -•--*A 0 GLAZING BEAD, 5116" �� #40448, 6063-T5 (USED W! GRILL KIT) .678 .062 52 FLANGE FRAME SILL #4136, 6063 -T6 .46 O HORIZ. ROLLER TRACK #4131.6063 -T6 2 f 1.'187 1.081 - 32 SASH MTG. RAIL #4006D, 6063HS -T6 .wu I .678 55 GLAZING BEAD 7116" #4222A, 6063 -T5 +•-1.513 rr II .738 i�1144s+y 0 SASH STOP COVER 3. 9t1 #4053, 6063 -T5 O FRAME SILL ADAPTER #4137, 6063 -T6 1.817 .062 X1.403 -�- 0 FIXED MEETING RAIL #405413,6063HD -T6 .2911 37 SASH SIDE RAIL #4126, 6063-T5 1.349 1.383 13 FLANGE FRAME JAMB #4002A, 6083 -T6 Imo- -2.784 .062 .678 1.096 53 GLAZING BEAD15116" #40398, 6063 -T5 Its .678 .683 —6I501I 1.115 —++ --ri J I X1.097 56 GLAZING BEAD, 7116° 59 GLAZING BEAD, 13116° #985C, 6063 r5 #4067, 606345 (USED W/ GRILL KIT) PRODUCT REVISED as compl1ing with the Ftaride Building Code Acceptance No 0 -0 = Expiration Data Jil By Iva aevadar F.K. Delo 4/15/07 Revision& C NO CHANGE THIS SHEET Rend By FIC Gale 10/17/06 tte,h°,or B NO CHANGE THIS SHEET Re,xler. F.K. Dale: 5/13/06 gawking A NO CHANGE THIS SHEET Dram BY• F.K. Doto 2/28/06 Ceerked sr: J.J. Dal' 3/23/06 1 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.0 BOX 1528 NOKOMIS. FL 34274 Pc I " EXTRUSIONS Tara ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better HR710 Sam. Sri Half 7 e 41 " 4127 -10 Robert L. Clark, P.E. PE #39712 Structural ANCHOR QUANTITIES, XOX (114 - 112.114) WINDOWS TABLE 4 ANCHOR TYPE 2 & SUBSTRATE GLASS TYPES A,B,C,G,H,I GLASS TYPES O,E,F,J,K,L 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC ZONES WINDOW SIZE W v H HEAD & SILL 2% ZONES ZONES ZONES z0(JES 1, CONC ZONES to HEAD & SILL HEAD & SILL m HEAD & SILL m m 29 to HEAD & SILL HEAD & SILL 2 2e 53.125x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +02+1 3 1+C2+1+C2 +1 2 1 +C2 +1 +C2 +1 3 1+02 +1 +C2 +1 2 1+02 +1 +C2 +1 1 +C2 +1+C2 +1 3 1 +02+1 +C2 +1 2 1 +C2 +1 +02 +1 2 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 1 +C2 +1 +C2 +1 3 1+C2+1 +C2 +1 3 1 +02+1 +C2 +1 3 1+(2 +1 +C2 +1 3 1 +12 +1 +02 +1 3 1 +C2 +1 +C2+1 3 1 +02+1 +C2+1 3 1 +C2 +1 +C2+1 3 1 +02 +1 +02+1 3 1 +C2 +1 +C2 +1 3 1+02 +1 +C2 +1 3 1 +C2+1 +02+1 3 1 +C2 +1 +C2+1 3 1 +02+1 +02 +1 3 1 +C2+1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2+1 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 3 2 1 +C2 +1 +02+1 3 1 +02 +1+C2 +1 3 1 +02+1+02 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2+1 2 1 +C2 +1+ 2 +1 2 1 +02+1 +C2 +1 2 1 +02+1 +02 +1 2 1 +63+1 +03 +1 1 +C2 +2 +02 +1 3 2 1 +C2 +1 +C2 +1 3 1 +02+1+02 +1 3 1 +C2 +1 +C2 +1 3 1 +02+1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2+C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2+1+C2 +1 3 1 +C2 +1+02 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +2 +02+1 3 1 +C2 +1 +62 +1 3 1 +02+1+02+1 3 1+02 +1 +02+1 3 1 +02+1 +C2 +1 3 1 +02 +1 +02 +1 3 1+02 +2+02 +1 3 1 +C2 +1 +62 +1 3 1 +02 +1+02 +1 3 1 +C2 +1 +02 +1 74.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 1 +C2 +2 +82+1 3 1+02 +1+02 +1 3 1 +C2 +1+02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1+02 +1 3 1 +03 +2 +03+1 3 3 1 +02 +1 +C2 +1 3 1 +03+2 +03+1 2 1 +02+1 +02+1 2 1 +02 +2+02+1 2 1 +C2 +2 +02+1 2 1 +C2 +2 +C2 +1 2 1 +02 +2 +C2 +1 3 2 1 +C2 +2+02+1 3 1 +02 +1 +02 +1 3 1 +C2 +2 +C2 +1 3 1 +02+2 +(2 +1 3 1 +(2 +2+02 +1 3 1 +02+2 +02 +1 3 1 +C2 +2 +C2 +1 1 +C2+2 +02+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2+02 +1 3 1 +02+2 +C2+1 3 1 +02+2 +C2 +1 3 1+02 +2 +02+1 3 3 1 +C2 +1 +C2+1 3 1 +C2 +2 +C2 +1 3 1+02 +2 +C2 +1 3 1 +(2 +2+02+1 3 1 +03+2+03 +1 3 1 +C2+2+C2+1 3 1 +C241 +C2 +1 3 1 +02 +2+02 +1 3 1 +02 +2 +02 +1 3 1 +C2 +2 +C2 +1 3 1 +03+2 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +1+02 +1 3 84.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +82+2+02 +1 2 1 +02+2 +02+1 2 1 +03+2 +C3 +1 1+02+2+(2 +1 3 1 +C3 +2 +03+1 2 1 +C2 +2+01 +1 3 1 +C2 +2+02 +1 3 1 +03+2 +03+1 3 2 1+02 +2+C2+1 2 1 +02+3+02+1 2 1 +02 +2+02 +1 3 1 +C2 +2 +C2 +1 3 1 +02 +2 +02 +1 3 1 +02 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3+03+1 3 1 +C2 +2 +02+1 3 1 +C2 +2 +02 +1 3 1 +02 +2+02 +1 3 1+02 +2 +02 +1 3 1+C2+2 +02+1 1 +02+2 +02 +1 3 1+C2 +2+02 +1 3 1 +(2 +2+02 +1 3 1 +(2 +2 +C2 +1 3 3 1 +C2 +2+02 +1 3 1 +03+3+03+1 3 1 +C4 +3 +C4+1 3 1 +02 +2 +02 +1 3 1 +02 +2 +C2 +1 3 1 +C3+2+C3+1 3 1 +p+2 +03+1 3 1 +C2 +2 +C2 +1 3 1 +04 +3 +04+1 3 106.375 x 38.375 48000 50.625 54.000 60.000 63.000 1 +C2 +2+02 +1 1 +C2 +2 +C2+1 3 2 1+02 +2 +C2 +1 3 1+C2 +2+02+1 2 1+03 +2+03+1 1+02 +3+02 +1 1 +C2 +3 +02 +1 1 +02 +3+02 +1 3 3 1 +03 +3+03+1 3 1 +02 +2 +(2 +1 3 1 +C2+2+C2 +1 3 1 +C2+2+C2 +1 3 1 +C3 +3+03+1 1+03+3+03 +1 1 +C3+3+C3 +1 3 1 +03+2 +03 +1 2 1 +02 +3 +02+1 3 1+03 +3+03 +1 3I1 +03+3 +C3 +1 3 1 +C3 +3+03+1 3 1+C2 +2 +02 +1 3 1 +04 +3+04+1 2 1 +C2 +3+02 +1 2 1 +02+4 +C2 +1 2 3 1 +02 +3+C2 +1 3 1 +03+4 +03 +1 3 1 +03+3+03+1 3 1 +C3+4 +03+1 3 1 +03 +3+03 +1 3 1 +04+4 +C4 +1 3 3 3 1 +03+3+03+1 1 +C3 +3+C3+1 3 1 +02 +2 +C2 +1 3 1+04 +3+04 +1 3 1 +C4 +3 +C4 +1 3 1 +C2 +2 +C2 +1 3 1 +C4 +3+C4 +1 3 1 +C4 +3+C4+1 4 1 +C3 +3 +03+1 3 4 1 +C4 +3+C4+1 3 1 +C4 +4+04 +1 3 1 +C5+4+C5+1 3 T11.000x 38.375 4&000 50.625 54.000 60.E 63.000 1 +02+3+02 +1 2 1 +C2 +2 +02+1 2 1 +02 +3+02 +1 2 1 +C2 +3+(2 +1 3 1 +C2 +3+02+1 2 1 +02+4+02 +1 2 1 +C2 +3+02 +1 3 Raved ar F.K . Date: 4/15/07 1 +C2 +3 +C2 +1 3 1 +02+2+C2 +1 3 1+02 +2 +C2 +1 3 1 +03+3+03+1 1 +03+3+03+1 3 1 +03+3+03 +1 3 1 +C3 +3+03 +1 3 1+02 +3+01+1 3 1 +03 +4 +03+1 3 3 1 +03+3 +03+1 3 1 +03+4+03+1 3 1 +C3+3+C3 +1 3 1 +C2 +2 +02 +1 3 1 +03+3+03 +1 3 1 +C3 +3+03+1 3 1 +C3 +3 +03+1 3 1 +04 +4+04+1 3 1 +C3+3 +C3+1 3 1+C2+2+ C2+1 3 1 +C4 +3 +04 +1 3 1 +C4+3 +C4+1 4 1 +03 +3+03+1 3 1 +C4 +4 +04+1 3 ti +63+3+03+1 RavWam: C 3 1 +C2 +2 +C2 +1 3 1 +04 +3+04 +1 3 1 +04+3+04 +1 4 1 +04 +3+04 +1 3 1 +05+4 +05+1 4 NOTES: 1. ANCHOR TYPES: 1 -1/4° ELCO TAPCONS 2 - 1/4° ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5/16" LAMI - (1/S° A,.090,1/8° A) B. 5/16° LAMI - (1/8" A,.090,1/8" HS) C. 5/16° LAMI - (118" HS,.090, 1/8" HS) D. 7116° LAMI - (3116" A,.090, 3116° A) E. 7/16° LAMI - (3/16" A,.090, 3/16° HS) F. 7/16° LAMI - (3/16" HS,.090, 3/16° HS) G. 13/16" LAMI IG -1/8" OR 3/16° A, 5/16° OR 316' SPACE, 5/16° LAMI H. 13116° LAMI IG -1/8" OR 3/16" A, 5/16' OR 3/8° SPACE, 5/16" LAM/ I. 13116' LAMI 10 - 1/8° OR 3/18' A, 5116° OR 318" SPACE, 5/18" LAMI - J. 13/16" LAM/ IG -1/8° OR 3/16' A, 3/16" OR 1l4" SPACE, 7116° LAMI - K. 13/16" LAMI IG - 1/8" OR 3116° A, 3/16' OR 1/4" SPACE, 7/16° LAMI - L 13/16° LAM! 1G - 1/8° OR 3116 A, 3116" OR 114" SPACE, 7/16° LAMI - (118" A,.090,1/8° A) - (1/8' A,.090. 1/8° HS) (1/8" HS,.090,1/8° HS) (3/16° A,.090, 3/16° A) (3116° A..090, 3/16" HS) - (3/16° HS,.090, 3/16" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE HEAD & SILL 10112" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 25 3/4° MAX. FROM CORNERS. JAMBS: 9° MAX. FROM CORNERS AND 22 MAX O.C. TABLE KEY: X 0 X F1+C3 +4+03 +11 3 --•-- ANCHOR QUANTITY PER JAMB L HEAD AND SILL ANCHOR QUANTITY. A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL (3" MIN. O.G. ANCHOR SPACING) 25 3/4' max L 1--1-3° MIN. 1 II 1 1 1 1 111 9" REF. X O X MTG. RAIL, TYP.- EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 25 3/4" MAX 1/2° TYP. MIN. 9° REF. O MTG. RAIL, TYP. EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS p {otRK -r rsvisen es c 7 iy.77., with tt a Florida Cole AcctrAt 0 No 0 Expiration Date UPDATE TABLE 4, SELECT VALUES DUE TO ANCHOR CAP. ADJ Randar. F.K. Die: 10/17/08 RAY REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS Raved ay Data: tobialos: FIE 5/13/00 A Maw Ely- Dab: raaGrmsy< Date: F.K 2128/06 J.J. 3/23/00 ADD SPACE DIMENSIONS GLASS TYPES G THRU L. 1070 TEC}iNOLOGY DRIVE NOKC MIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 FAc;ir Visibly Better Daaromn ANCHORAGE SPACING, XOX (1/4- 1/2 -1/4) 7Dn ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Sa,leamloald: HR710 Soal" NTS 8 or 11 4127 -10 Rai! C Robert L. Clark, P.E. PE #39712 Structural ANCHOR QUANTITIES, XOX (1/3- 1/3-1/3) WINDOWS GLASS TYPES A,B,G,H TABLE 6 GLASS TYPES C,D,E,F.I,J.K, L ANCHOR TYPE, & SUBSTRATE 2,3, WOOD Z CONC 1, CONC 2,3, WOOD 2, .ANC 1. CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W V H 48.000 x 38.375 48.000 50.625 54.000 60.000 63.000 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 HEAD & SILL m 2 a N HEAD & SILL HEAD & SILL y m HEAD & SILL w m HEAD & SILL Co HEAD & SILL In 1 +C2 +1 +02 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2+1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +02 +1+02 +1 2 1 +C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +02 +1+C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2 +1+C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1+C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1+02 +1 3 1 +02 +1 +C2 +1 3 1+C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1+02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 2 1 +C2 +1+C2 +1 2 1+C2 +1 +C2+1 1 +02 +1 +C2 +1 3 2 1 +C2 +1 +02 +1 1 +02 +1 +02+1 3 1 +02 +1 +C2 +1 3 1 +03+1 +C3+1 3 2 1 +02 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2 +1+C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2 +1 +02+1 3 1 +C2 +1+02 +1 3 1+C2 +1 +C2+1 3 1+02 +1+C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+02 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1+02+1+02 +1 3 1+02 +1 +02 +1 3 1 +C2 +1 +02 +1 3 1 +02 +1+C2 +1 3 1+C2 +1+C2 +1 3 1 +C2 +1 +02 +1 3 1 +C3 +1 +C3 +1 3 1+C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 60.000x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2 +1 +02 +1 2 1 +C2 +1 +C2 +1 2 1+C2 +1 +C2 +1, 1+62 +1 +02 +1 3 1 +C2 +1 +C2+1 1 +C2 +1 +C2 +1 3 1 +03+1 +03+1 3 2 1 +C2+1 +C2 +1 2 1 +C2 +1 +C2+1 2 1 +C2+1 +C2 +1 2 1 +02+1 +02 +1 3 1 +02 +1 +02 +1 3 1 +C2+1 +C2 +1 3 1+C2 +1+02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+1+C2 +1 3 1 +C2 +1+C2 +1 3 1 +02+1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +02 +1+02 +1 3 1 +C2 +1 +C2 +1 3 1+C2 +1 +C2 +1 3 1+C2 +1+C2 +1 3 1 +02 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2+1 +C2 +1 3 1+C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1+C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +02 +1 3 1+C2 +1 +C2 +1 3 1 +03+1 +C3+1 3 1+C2 +1+C2+1 3 1 +02+1 +C2+1 3 1 +C2+1 +C2+1 3 1 +03+1 +63 +1 3 1 +C2 +1 +C2+1 3 1 +C3+1 +C3+1 3 68.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2 +1 +C2 +1 2 1 +C2 +1+C2 +1 2 1 +02 +1 +02 +1 2 1+C2 +1 +C2 +1 2 1 +C2+1 +C2 +1 2 1+02 +1 +02 +1 2 1+02+1+C2+ 1 3 1 +C2 +1 +C2 +1 3 1+C2 +1 +C2 +1 3 1+C2 +1+C2 +1 3 1+C2+1+02+1 3 1 +02 +1 +C2 +1 3 1 +02 +1+C2 +1 3 1+C2 +1 +C2 +1 3 1+C2 + 1 +C2 +1 3 1+C2 +1+02 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3+1 3 1 +G2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2+1 1 +C2+1 +C2 +1 3 74.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +02 +1 +02 +1 2 1 +C2 +1 +C2 +1 2 1 +03+1 +C3+1 1+C2 +1 +C2 +1 3 3 3' 1 +02+1+02 +1 1 +C3+1 +C3+1 1 +63 +1 +03+1 3 3 3 1+C2 +1 +C2 +1 1+C2 +1 +C2 +1 1+02 +1 +02+1 3 3 3 1 +C3+1 +C3 +1 1+C3 +1 +03+1 2 1 +C2 +1 +02 +1 2 1+C2 +1 +C2 +1 2 1 +C3+1 +C3+1 1 +C2 +1 +C2 +1 1 +C2 +1+C2 +1 3 1 +C2+1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +C2+1+C2 +1 3 1+C2 +1 +C2+1 3 1+03+1 +C3 +1 1 +02+1 +02 +1 3 1 +02+1 +02 +1 3 1 +02+1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +03+1 +C3+1 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2 +1+C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +63+1 1 +02 +1 +02 +1 3 1+C2 +1 +C2 +1 3 1 +C3+1+C3 +1 3 1 +C3+1 +C3+1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3+1 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1+C3 +1 +C3+1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +C3+1 84.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +02 +1 2 1 +C2 +1 +C2 +1 2 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 2 1+C2 +1 +C2 +1 1 +02 +1 +02 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +03+1 +C3 +1 1+C2 +1 +02 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C3 +1 +C3+1 i 3 1 +C2 +1 +C2+1 3 1 +C3 +1 +C3+1 3 1 +C3 +1 +C3 +1 3 1 +02 +1 +62 +1 3 1 +C3+1 +C3+1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2+1 3 1 +C3+1 +C3 +1 3 1 +C3 +1 +C3 +1 4 1 +C3+1 +C3+1 3 1 +C3 +1 +C3+1 3 1 +C3 +1 +C3+1 3 1 +C2 +1+C2 +1 3 1 +C3+1 +C3+1 3 1 +C3+1 +C3 +1 4 1 +C3+1 +C3 +1 3 1 +04 +1 +04+1 4 86.437 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1+C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 i +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 1 +C2 + 1 +C2+1 3 1 +03 +1 +03+1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C3+1 +C3+1 3 1 +C3+1 +C3 +1 4 1 +03+1 +03+1 3 1 +C4 +1 +C4 +1 4 1 +C3 +1 +C3 +1 3 1 +02 +1 +C2 +1 3 1 +C3 +1+03 +1 RondBy F.K Derv: 4/15/07 Revision. C 3 1+C3+1 +C3 +1 4 1 +C3+1 +C3 +113 1 +04 +1 +C4 +1 4 NOTES: 1. ANCHOR TYPES: 1 -1/4° ELCO TAPCONS 2 -1/4° ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5/16° LAMI - (1(8" A,.090,1/8" A) B. 5/16° LAMI - (1/8° A,.090, 1/8" HS) C. 5/16° LAMI - (1/8° HS,.090, 1/8" HS) D. 7/16" LAMI - (3/16° A,.090, 3/16° A) E. 7/16" LAMI - (3/16" A,.090, 3/16' HS) F. 7/16° LAMI - (3/16° HS,.090, 3/16' HS) G. 13/16' LAMI IG - 1/8° OR 3/16° A. 5/16" OR 3/8" SPACE, 5/16° LAM/ H. 13/16° LAMI IG - 1/8' OR 3/16° A, 5/16' OR 3/8" SPACE, 5/16" LAM/ I. 13/16° LAMI IG - 1/8° OR 3/16° A, 5/16" OR 3/8" SPACE, 5/16" LAM/ - J.13/1 8° LAMI IG - 1/8° OR 3/16° A, 3/16" OR 1/4° SPACE, 7/16° LAMI - K. 13/16' LAMI IG -1 /8" OR 3/16" A, 3/16° OR 1/4° SPACE, 7/16" LAMI - L 13/16° LAMI IG - 1/8° OR 3/16° A, 3/16" OR 1/4° SPACE, 7/16° LAM/ 3. WINDOW ANCHOR QUANTMES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 25 3/4" MAX FROM CORNERS JAMBS: 9° MAX. FROM CORNERS AND 221/2' MAX O.C. TABLE KEY: X O X I1+C3 +1+C3 +1 13 } - ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTMES A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL. (3' MIN. 0.C. ANCHOR SPACING) t MTG. RAIL, TYP. EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 25 3/4" MAX. 9' REF. MTG. RAIL, TIT. EXAMPLE CLUSTER VW QTY. OF (4) ANCHORS PRODUCT REVISED cariptying with tit* Piorida Acccixal ice No -11,43siz50.101 Ex den Date Dade Product UPDATE TABLE 5, SELECT VALUES DUE TO ANCHOR CAP. ADJ. tams er F.K Da: 10/17/06 Revisions: S REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS Rem 6y. F.K Pate: 5/13/06 Revisions: A ADD SPACE DIMENSIONS GLASS TYPES G THRU L. graves 8y F.K. Mato 7/28/06 weeredex J.J. oat 3/2310& 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.0 BOX 152D NOKOMIS, FL 34274 Demme e 7ANCHORAGE SPACING, XOX (1/3-1/3-1/3) _ -ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Oarring No. 4127-10 Robert L. Clerk P.E. PE 039712 Stntstural ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 6 GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L ANCHOR TYPE) & SUBSTRATE 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W v H Q _ ad co 2 0 Jl l ad 1n m Q m J_ 2 co e0 m 2 QQ 1 L1lU) Z ad m Q m Zed In CO 2 37.000 x 38.375 48.000 50.625 54.000 60.000 63.000 48.000 x 38.375 48.000 50.625 54.000 60.000 63.000 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 60.000 x 38.375 48.000 50.625 54.000 60.000 83.000 1 +C2 +1 2 1+C2 +1 2 1+02 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +02 +1 2 1 +02+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 1 +C2 +1 1+C2 +1 1 +C2 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +02 +1 3 1 +C2 +1 3 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +03+1 3 1 +C2 +1 1 +C2 +1 3 1 +C2 +1 2 1 +C2 +1 2 1 +03 +1 1 +02 +1 3 2 1 +C2 +1 1+02+1 3 1 +C2 +1 2 1+02+1 3 1 +03+1 2 1 +02+1 3 2 1+02 +1 3 1 +C2 +1 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +02+1 3 1 +03+1 3 1+C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +02+1 3 1 +C2 +1 3 1+03 +1 3 1 +C2 +1 3 1 +C2 +1 3 1+03+1 3 1 +03+1 3 1 +02 +1 3 1 +03+1 3 1 +03+1 3 1 +C2 +1 3 1 +03+1 3 1 +03+1 1 +C2 +1 3 2 1 +C2 +1 1 +02 +1 3 1 +C3 +1 3 2 1 +C2 +1 2 1 +C3 +1 1 +C2 +1 3 1 +C2 +1 2 1 +C2 +1 3 1 +C3 +1 2 1+02 +1 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +03+1 3 1 +C2 +1 3 1 +02 +1 1 +03+1 3 1 +02 +1 3 1 +C2+1 3 1 +03+1 3 1 +03+1 3 1 +C2 +1 1 +C3 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +03+1 3 1 +C3 +1 4 1 +C2 +1 3 1 +03+1 3 1 +C3 +1 4 1 +C2 +1 3 1 +C3 +1 3 1 +03+1 1 +C2 +1 4 1 +03 +1 3 1+04 +1 3 3 1 +C2 +1 2 2 +C2 +2 2 r 1 +C3 +1 1 +C2 +1 4 1 +C3 +1 3 1 +02 +1 3 1 +C4 +1 2 2 +C2 +2 3 2 1 +C2 +1 3 1 +02 +1 3 2+C3 +2 1 +C2 +1 3 1 +C2 +1 3 2 +C3 +2 3 1 +C3 +1 3 1 +02 +1 3 2 +C3 +2 3 1 +C3 +1 3 1 +C2 +1 3 2 +C3 +2 3 1 +C3 +1 4 1 +C2 +1 3 2 +C3 +2 3 1 +C3 +1 4 1+02 +1 3 2 +C3 +2 3 1 +03+1 4 1 +03+1 3 2 +C4 +2 4 1 +C3+1 4 1 +C3 +1 3 2 +C4 +2 4 1 +03+1 4 66.000 x 38.375 48.000 50.625 54.000 60.000 63.000 2 +C2 +2 3 1 +C3+1 1+02 +1 3 2 2 +C4 +2 4 1 +C3 +1 4 1 +C3 +1 3 2 +C4 +2 4 2 +C2 +2 3 2+C2 +2 3 1 +C2 +1 2 2 +C2 +2 2 +C2 +2 2 +C3 +2 4 4 1 +02 +1 1 +C2 +1 3 2 +C3 +2 3 3 2 +03+2 3 2 +02 +2 2 +03 +2 4 1 +C2 +1 4 1 +C2+1 3 2 +C3 +2 3 3 2 +C3 +2 3 2 +03+2 4 1+02 +1 3 2+03 +2 4 2 +C3 +2 4 1 +C2 +1 3 2 +03+2 4 2 +03+2 4 1 +C3 +1 3 2 +C4 +2 4 2 +C3 +2 4 1 +C3 +1 3 2 +04 +2 4 1 +C3+1 4 1 +C3 +1 2 +C4 +2 4 2 +C3 +2 4 1 +C3 +1 3 2+04 +2 4 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 2 +C2 +2 3 2 +C2+2 2 2 +C2 +2 3 2 +C2 +2 3 2 +02 +2 2 2 +C2 +2 3 2 +C3 +2 4 2 +02 +2 3 2 +03 +2 4 2 +C3 +2 4 2 +C2 +2 3 2 +C3 +2 4 2+C3 +2 4 2 +C2 +2 2 +C3 +2 4 2 +C3 +2 4 2 +02 +2 3 2 +03+2 4 2 +C3 +2 4 2 +C3 +2 3 2+C4 +2 4 2 +C3 +2 4 2 +C3 +2 3 2 +C4 +2 4 2 +C3 +2 4 1 +03 +1 3 2 +C4 +2 4 2 +C3 +2 5 2 +C3+2 3 2+04 +2 4 "2+C3 +2 4 ,1 +03+1 3 2+04 +2 4 2 +04 +2 5 2 +C3 +2 4 2 +C4. +2 5 NOTES: 1. ANCHOR TYPES: 1 -1/4° ELCO TAPCONS 2 -1/4° ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (GS) 2. GLASS TYPES: A. 5/16" LAMI - (1/8" A,.090,1/8" A) B. 5/16" LAMI - (1/8° A,.090,18° HS) C. 5/16" LAMI - (1/8' HS,.090, 1/8° HS) D. 7/16° LAMI - (3/16° A,.090, 3/16° A) E. 7/16° LAMI - (3/16" A,.090, 3/16° HS) F. 7/16" LAMI - (3116° HS,.090, 3/16° HS) G. 13/16' LAMI IG - 1/8° OR 3/16° A, 5/16" OR 3/8° SPACE, 5/16" LAMI H. 13116" LAMI IG - 1/8° OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16° LAMI 1. 13/16° LAMI IG - 1/8' OR 3/16° A, 5/16" OR 3/8" SPACE. 5/16° LAMI - J.13/16' LAMI 1G -1/8" OR 3/16° A, 3/16° OR 1/4" SPACE, 7/16° LAMI - K. 13/16' LAMI IG -1/8" OR 3/16° A, 3/16° OR 1/4° SPACE, 7/16° LAMI - L 13116' LAMI IG -118" OR 3/16° A, 3/16' OR 1/4" SPACE, 7/16" LAMI - (118° A,.090, 1/8° A) - (118° A,.090, 1/8" HS) (1/8" HS,.090, 1/8° HS) (3116" A,.090, 3/16" A) (3/16' A,.090, 3/16" HS) - (3/16° HS,.090, 3/16' HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON WE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 10 1/2° MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 3/4° MAX. FROM CORNERS. JAMBS: 9' MAX. FROM CORNERS AND 22 1/2° MAX O.C. TABLE KEY: O X 2+C3 +2! 3 9' REF. ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL (3" 14tH. O.G. ANCHOR SPACING) 1-18 3/4" MAX - --I 1+--3' MIN. MTG. RAIL EXAMPLE CLUSTER WI QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) I- 9° REF. MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS 18 3/4° MAX. 1 1/2" TYR. MIN. t- PRODUCT 1PRODUCT REVISED 55 ontltp:. f,a with the Florida Budding Co `% AcceHatttt No E,- pi -ado:1 Date Rend sr F.K. Date: 4/15/07 R°vis as: CHG. TABLE# TO 6. & SELECT VALUES DUE TO ANCHOR CAP. ADJ R d5r F.K. bete: 10/17/06 Rerrae: B REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS Rrresy. F.K. 5/13/06 Revs: A ADD SPACE DIMENSIONS TO GLASS TYPES G THRU L. Dm= B5 Ma: F.K. 1 2/28/06 cheeredar. J.J. 3/23/06 L 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.C. BOX 1529 NOKOMIS. FL 34274 Pica" Visibly Better ANCHORAGE SPACING, OX AND XO WINDOWS gar ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Soleatmel HR710 ISca"NT gym• 10 a 11 Diasfre 4127 -10 Raw C Robert L Clark. P.E. PE #39712 Structural A df MIN. 3.4 KSI CONCRETE 1x WOOD BUCK, NOTE 3 1 314" MIN. E.D. TYP. 2x WOOD BUCK, NOTE 3 NOTE 10 CONCRETE ANCHOR, NOTE 1 DETAIL A 11 MAX JJ SHIM WOOD ANCHOR, NOTE 2 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS 1 /4" MAX ---"- SHIM WOOD ANCHOR, NOTE 2 114" MAX. SHIM —1 J- CONCRETE ANCHOR, NOTE 1 2x WOOD BUCK, NOTE 3 lx WOOD BUCK, NOTE 3 DETAIL E DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS CONCRETE ANCHOR, NOTE 1 1 1/4" MIN. (1.5 KSI CMU) OR PER NOTE 1 (3.4 KSI CONCRETE) NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4° ELCO A TAPCONS EMBEDED 1 3/8" MIN. OR 1/4" SS4 CRETE -FLEX EMBEDED 1 3/4" MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4 °. FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4" SS4 CRETE -FLEX WITH A #12 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS lx ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 112°. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 606345 AND A MINIMUM OF 1/8° THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES MD ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL. MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE, CURRENTQEDTION. I 0 13/4" EXTERIOR INTERIOR Y. MIN. E.D (HEAD & SILL DETAILS A, B, C, D, & H) TYP. 1/4" MAX. SHIM • •NOOTTE1la a 1314" MIN. E.D. TYP. a MIN. 3.4 KSI CONCRETE Rawl By F.K D': 4/15/07 Revs) By F.K. owe, 10/17/05 DETAIL C 2x WOOD BUCK, DETAIL D NOTE 3 I INTERIOR (JAMB DETAILS E, F & I) WOOD ANCHOR, NOTE 2 1/4" MAX SHIM EXTERIOR DETAIL H (HEAD NAILING .131 DIA. MIN. x 21/2* NAIL AT CORNERS AND 5' O.C. TYPICAL DETAILS G, H & I. SEE NAILING 13/8 " MIN. ta TYPICAL FLANGE FRAME SILL SECTIONS 11.4,42.• REVISE NOTES 1 & 2 REGARDING TRIMFIT HD. & EMBEDMENT. C ADD LF. FRAME. CHG. NOTE 5 TO FBC, CURRENT EDITION" 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 Revieb°a: 8 REVISE EDGE DIET. , EMBEDMENT& ST. REFERENCES Reader. F.K 5/13/06 Dmm, er FI( Ewe 2128/05 Rem e: A ADD NOTE 5. J.J. 06 I P.C. BOX 1529 NOKOMIS, FL 34274 DETAIL G (SILL)© DETAIL I (JAMB) ® TYPICAL INTEGRAL FIN FRAME SECTIONS Pa Florida tti Y� • • at r: Day "1:f?' f/ By a ▪ Product p ANCHORAGE DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better eeoaflMeft HR710 Scala: Half X11 m 11 4127-10 Rev (5' /0/4 Robert L. Clark P.E. PE #39712 Structural BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 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 C -740 Outswing Aluminum Casement Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 13 of 13, dated 12/17/02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control 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 renews NOA # 05- 1129.11 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. 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.maimidade.gov/buildingcode NOA No. 08- 0117.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 13 of 13, dated 12/17 /02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4608 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05- 1129.11) 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 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4607 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05- 1129.11) 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3729 dated 2128/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02)" 4. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Re • . No. FTL 3587 dated 10 /8/02, signed and sealed by Jo e Chan, P.E. (Submitted under NOA# 03- 0611.02) E -1 Manuel Pe Product Control : ami r NOA No. 08- .11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of one outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3582 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of three aluminum outswing casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3580 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated 11/21/05, signed and sealed by Lucas A. Turner, P.E.Complies w /ASTM E 1300 -98 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. 2. 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 conformance, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 05- 1129.11, issued to PGT Industries for th es C -740 Aluminum Casement Window — L.M.I., approved s 0 3/06, exp'�_f �_ a �5 /22/08. Manuel P : P.E. Product Contro iner NOA No. i ; 17.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 E -2 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED COMPONENT WITH A 3/8" AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. A F. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16° LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. A G. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. 2. CONFIGURATIONS: X, XX, XO, OX, XOX AND O CONFIGURATIONS OPTIONS x 0 4 x 0 x x 0 X x 0 0 x xl 0 x UNEQUAL LITES x 0 UNEQUAL LITES 0 x UNEQUAL LITES NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES 5-9 SECTIONS 10 CORNER CONSTRUCTION 11 EXTRUSION PROFILES 11 -12 PARTS LIST 12 ANCHORAGE 1,3,4,13 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. A B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 5. E. FOR "XX" CONFIGURATIONS SEE SHEET 6. F. FOR I-44 "XOX" & "0" CONFIGURATIONS SEE SHEET 7. G. FOR 144 "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 9. /14. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3, 4 AND 13 FOR ADDITIONAL ANCHORAGE INFORMATION. HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 141/2" SPACING ON VENTS MAX. 13" SPACING ON FIXED LITES (2) ANCHORS 3° APART AT MID -SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3° APART AT MID -SPAN A SEE SHEET 13 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 114" SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 5 THROUGH 9. SEE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. A7. REFERENCE TEST REPORTS: FTL- 3580, FTL -3582, FTL -3587, FTL -3729, FTL4607 AND FTL -4608. 0..4 or F.K. own: 325/03 Revisions: B ADD 13/16 LG. & MOVE GLAZING DETAILS TO SHEET 2 R4rs"ar. F K. Road*. F.K Ors. or F.K. 0414. 7/10/03 rt"4: 6/23/05 ome: 12/17/02 aevdOnx C NO CHANGE THIS SHEET Revni°ne. D ADD 76" HT., GLASS TYPES FAND G. REVISE ANCHORAGE. ChmYea D4t4: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 RO. BOX 1529 NOKOM:S, FL 34274 NOTES AND TABLE OF CONTENTS rme• ALUMINUM CASEMENT WINDOW, IMPACT PRO ICTUIE 9 Raid:: • Lucas A. Turner, P.E. PE #58201 Mechanical A 118" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER I- 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 32 5116" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 30 31 3/8" AIR SPACE 1/8" HEAT STRENGTHENED GLASS - 13/16" 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT .090 PVB INTERLAYER 3/16° HEAT �- STRENGTHENED GLASS .65" NOM. GLASS BITE 7/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 1/8" ANNEALED GLASS 13/16" 13/16" I.G. W/ 5/16" LAMI GLAZING DETAIL 7/16" LAMINATED COMPONENT .090 PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 13/16" I.G. W/ 7/16" LAMI a GLAZING DETAIL Revsd By Dare: Rewsbnac F.K 3/25/03 6 'tender. Dare Revyrfons F.K 7/10/03 C t teY. DK. F.K 6/23/05 D Dre"n 9Y Date: Chedtm By F.K. 03/25/03 REDRAW GLAZING DETAILS & ADD 13/16` LG. NO CHANGE THIS SHEET ADD 13/16" LAMI 1.G. W/ 7 /161AMI & CORRECT 5/16" LAM! DETAIL Data, 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 GLAZING DETAILS ALUMINUM CASEMENT WINDOW, IMPACT Visibly Better sa*srabeer CA -745 NTS 2 m 13 n"nw,a No. 7045 -8 Luce. P Turncc. P.E. PE #59201 Mechanical CENTERLINE ANCHOR 1 1/2" LOCATION TYP. MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. } 4" MAX. 4" MAX. -� SEE MID -SPAN ANCHOR DETAIL TYP. (2) ANCHOR LOCATION TYP. 7" 4" MAX. 30" MAX, y DAYLIGHT -- OPENING 4" MAX. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 134" MAX. WIDTH 53" MAX. DAYLIGHT - OPENING DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT, 4 SEE MID -SPAN ANCHOR DETAIL -"\ TYP. (2) } 74" MAX. WIDTH 30" MAX. --DAYLIGHT OPENING 13" MAX. O.C. } 4" MAX. 4" MAX. u / / \ O 4111 I 37" MAX. VENT TYP. 30" MAX. - DAYLIGHT -- OPENING V X / SEE MEETING RAIE,AETAIL �P (2) 69" MAX. DAYLIGHT OPENING 141/2" MAX. O.C. TYP. ELEVATION "B" - "XX" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT 13" MAX. O.C. - -I I- I 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY SEE MEETING RAIL DETAIL TYP. (4) 60° MAX. FIXED ELEVATION "A" - "XOX" (SEE SHEETS 7 -9 FOR PRESSURES) A 76" MAX. HEIGHT PRODUCT RIMMED Stitiktg IVY NW' I! I Ft.sa sr F.K. Vida 3/25/03 Restsonw 8 CHANGE SHEET NO. REFERENCES Rered aY• F.K. Da 7/10/03 Rev�fm": C ADD HINGE LOCATION DETAILS Rend es, F.K Deter 6/23/05 0 CHANGE MAX HT TO 76*AND MAX. DLO TO 69' Cm= a,. F.K. Cate: 12/17/02 'sued By. Date: 1070 TECHNOLOGYDRWE NOKOMS, FL 34275 P.O. BOX 1529 NOKOM!S, FL 34274 FAG"' ViiiiiihijeBestrer Ossmpeort XX" & XOX" ELEVATIONS raw ALUMINUM CASEMENT WINDOW, IMPACT CA -740 NTS seae 3 0 13 Onavinglio 7045 -8 1 ,72. ,emu S" Lucas A Turner, P.E. PE #58201 Mechanical DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) HINGE LOCATED APPROX FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY X37" MAX. WIDTH 13" MAX. O.C. 4" MAX. 30" MAX. DAYLIGHT PENING / i 4" MAX. SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. 0.0. 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT 14 1/2" MAX. O.C. ELEVATION "D" - "X" (SEE SHEET 5 FOR PRESSURES) 97" MAX. WIDTH SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING 13" MAX.-1 O.C. 0 4" MAX. e=,==,=,===„,=\ . 13" MAX. O.C. 4" MAX. ELEVATION "E" - "O" (SEE SHEET 7 FOR PRESSURES) 30" MAX. 53" MAX. DAYLIGHT -- OPENING DAYLIGHT OPENING . C-71 , NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 4" MAX. /1 4" MAX. SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. 0.0. 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT 14 1/2" MAX. O.C. ELEVATION "D" - "X" (SEE SHEET 5 FOR PRESSURES) 97" MAX. WIDTH SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING 13" MAX.-1 O.C. 0 4" MAX. e=,==,=,===„,=\ . 13" MAX. O.C. 4" MAX. ELEVATION "E" - "O" (SEE SHEET 7 FOR PRESSURES) 30" MAX. 53" MAX. DAYLIGHT -- OPENING DAYLIGHT OPENING . C-71 , NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 4" MAX. 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 4" MAX. --� f . 37 " - MAX. VENT - 60 .. MAX. FIXED ELEVATION "F" - "XO" & "OX" UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES) % ---- -� -13" MAX. O.C. SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT PEMB4co'tEvn Amilissa r— VI 11 PROS ;:: T SW D asdFka03 Ax weYa / /I Evirgba # ^ Sy,✓,1r RIB: Jvc DBta: 3125/03 Rte: B CHANGE SHEET NO. REFERENCES Revsd By F.JC Dec 623/06 Revise= C ADD HINGE DETAIL & HINGE LOCATION NOTES Res, Br F.K. Asa. 7110/03 Revision O CHANGE MAX. HT. TO 76- AND MAX DLO TO 69* dawn By Date Greased By Dare. F.K 12/17/02 F.K. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 PO. BOX 1529 NOKOMIS, FL 34274 VildsiAgeBetter Dew. "X", O ", "XO" & "OX" ELEVATIONS >a ALUMINUM CASEMENT WINDOW, IMPACT CA -740 Sane! NTS "-B 4 m 13 Dmesede 7045 -8 (f %2f:!P�` Lucas A. Tumor. P.E. PE #58201 Mechanical /1 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 4" MAX. --� f . 37 " - MAX. VENT - 60 .. MAX. FIXED ELEVATION "F" - "XO" & "OX" UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES) % ---- -� -13" MAX. O.C. SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT PEMB4co'tEvn Amilissa r— VI 11 PROS ;:: T SW D asdFka03 Ax weYa / /I Evirgba # ^ Sy,✓,1r RIB: Jvc DBta: 3125/03 Rte: B CHANGE SHEET NO. REFERENCES Revsd By F.JC Dec 623/06 Revise= C ADD HINGE DETAIL & HINGE LOCATION NOTES Res, Br F.K. Asa. 7110/03 Revision O CHANGE MAX. HT. TO 76- AND MAX DLO TO 69* dawn By Date Greased By Dare. F.K 12/17/02 F.K. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 PO. BOX 1529 NOKOMIS, FL 34274 VildsiAgeBetter Dew. "X", O ", "XO" & "OX" ELEVATIONS >a ALUMINUM CASEMENT WINDOW, IMPACT CA -740 Sane! NTS "-B 4 m 13 Dmesede 7045 -8 (f %2f:!P�` Lucas A. Tumor. P.E. PE #58201 Mechanical COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 GLAZING OPTIONS: A. 5/16" LAMI (1 /8 "A,.090,1/8 "HS) B. 5/16" LAM! (1/8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1 /8 "HS,.090,1 /8 "HS) "X" WIDTH HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 66 69 72 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS MEG POS NEG POS NEG POS MEG POS NEG POS NEG POS 19 1/8 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 24 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.6 70.0 -86.3 70.0 -84.2 70.0 -83.2 70.0 -81.7 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 261/2 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -83.6 70.0 -79.9 70.0 -75.4 70.0 -72.4 70.0 -69.9 69.9 -67.8 67.8 -66.2 66.2 -65.0 65.0 -63.7 63.7 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0_ -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 30 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -77.6 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0---58.5 58.5 -56.2 56.2 -53.4 53.4 -51.3 51.3 - 49.8 49.8 -48.3 48.3 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0_70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 32 A -90.0 70.0 -90.0 70.0 -86.3 70.0 -81.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7-47.7 -45.6 45.6 -43.9 43.9 -42.2 42.2 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 • 70.0 -87.8 70.0 -84.4 70.0 34 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 - 54.9 54.9 -51.8-51.8 - 48.6 48.6 -45.2 45.2 -42.4 42.4 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 IllooKTIKINisto aro the 2. - Z I `. •. iiiri, Y .: 36 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 37 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 - 46.4 46.4 - 43.5 43.5 -41.1 41.1 -38.6 38.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 TABLE 2. "X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587 GLAZING OPTION: C. 7/16" LAMI (3116 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37" WIDE x 63" HIGH AND ALL "X" SIZES UP TO 32" WIDE x 72" HIGH 1-90.0170.0 PRODUCT RDIRWED b°he 0 as gw" 'D Accept-awe Ns e�' • 1 Ii4 " , TABLE 2A. "X" WINDOWS TEST REPORTS: FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) F.13/16" LAMI (1/8 "A,AIR SPACE, 7 /16" LAMI -W/ 3/16 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37" WIDE x 76" HIGH -55.0 55.0 NOTES: c 7 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. I f 7*C- Lucas 0. Turner. P.E. P 058201 mechunical RoKd•r PK. Oaro: 3/25/03 ate: a ADD GLASS 7YPEETO TABLES 184 1070 TECHNOLOGY DRIVE NOKOMIS FL 34275 A.O. BOX 1529 NOKOMIS, FL 34274 oe : PRESSURES- X CONFIG. WINDOWS Rovsday: F.K. Dare: 7/90103 aevaawrs. C NO CHANGE THIS SHEET ALUMINUM CASEMENT WINDOW, IMPACT F.K. er FK as2, 6/23/05 aev s: D RE VISE ANCHORS & ADD 76' HEIGHT OPTION Visibly Better seraadr� CA-740 5°"' NTS g60e 5 a 13 N0 7045 -8 Res' D Drawne FK Ome: 12/97/02 ChecNeo'87 Dam. I I COMPARATIVE ANALYSIS TABLE 3. "XX" WINDOWS TEST REPORTS: FTL -3582 WIDTH GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) 26 31 36 38 3/8 43 HEIGHT 48 50 5/8 54 57 60 63 NEG POS NEG POS NEG POS NEG POS NEG POS 37 A -75.0 70.0 -75.0 70.0 -75.o 70.0 -75.0 70.0 -75.0 70.0 NEG POS NEG POS -75.0 70.0 -75.0 70.0 NEG -75.0 POS NEG POS NEG POS NEG POS 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 43 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 A - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 531/8 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 -67.5 67.5 57 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.4 70.0 -69.6 69.6 -65.2 65.2 -63.0 63.0 -60.8 60.8 -58.0 58.0 60 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 -56.2 56.2 -53.4 53.4 64 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 X X 68 A - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 -54.9 54.9 -51.8 51.8 -48.6 48.6 -45.2 45.2 -42.4 42.4 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 -54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 74 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 TABLE 4. "XX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (118 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1 /8 "HS,31 " SPACE,5116" LAMI -W/ 1 /8 "HS,.090,1 /8 "HS) ALL 'XX" SIZES UP TO 74" WIDE x 63" HIGH 1 -75.0 1 70.0 TABLE 5. "XX" WINDOWS TEST REPORT: FTL -3580 rassucreavisep are 06-11 91 GLAZING OPTION: C. 7/16" LAMI (3116 "A,.090,3116"HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1-90.01 70.0 TABLE 5A. "XX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3116 "HS) F.13/16" LAMI (1/8 "A,AIR SPACE,7 /16" LAMI -Wt 3/16 "A,.090,3 /16 "HS) ALL „XX" SIZES UP TO 74" WIDE x 76" HIGH T-55.0 I 55.0 NOTES: Q 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 114" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. PROM= C'A as complying ulna St Was %Min 042 Arts ReyadBy: Date: : Rem**. Reysbna Rawl er: F.K. Dale. 6/23/05 Revisions: D REVISE ANCHORS & ADD TABLES 76• HEIGHT OPTION Ole,,,,. Dale: Gecko:: Br Dete: F.K 12/17/02 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O SOX 1529 NOKOMIS, Fl. 34274 �Z Visibly Better PRESSURES - XX CONFIG. WINDOWS Tea: ALUMINUM CASEMENT WINDOW, IMPACT CA -740 Scab NTS 6 ' 13 a37w. 7045 -8 jr!2., f�y5 Lucas A. Turner, P.E. PE 958201 Mechanical COMPARATIVE ANALYSIS TABLE 6. "0° & "1/4- 1/2 -1/4 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729, FTL-4607, FTL -4608 WIDTHS "0" "XOX" 36 72 GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1/8"HS) B. 5/16" LAMI (1/8 "HS,.090,1/8 "HS) C. 7/16" LAMI (3/16 "A,.090,3 /16"HS) E. 13/16" LAMI (1/8"HS,3/8" SPACE,5/16° LAMI -W/ 1/8"HS,.090,1/8 "HS) F.13/16" LAMI (1 /8"A,AIR SPACE, 7 /16° LAMI -W/ 3/16 "A,.090,3 /161HS) HEIGHT 26 NEG POS A -75.0 70.0 31 36 38 3/8 43 48 50 5/8 54 57 60 63 67 72 76 NEG POS NEG POS NEG POS NEG -75.0 70.0 POS -75.0 70.0 -70.4 70.0 -60.4 60.4 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS - 54.3 54.3 -51.1 51.1 -47.9 47.9 -14.81 44.8 42.2 42.2 -39.7 39.7 NEG 1 POS. NEC] POS NEG 1 POS B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.01 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0, - 55.0155.0 - 55.0155.0, -55.01 55.0 37 391/2 74 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 - 52.8 52.8 -49.9 49.9 - 46.4 46.4 - 43.5143.5 -41.1 41.1 -38.6 38.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 79 A -75.0 70.0 -75.0 70.0 -67.8 67.8 -62.1 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 42 84 A -75.0 70.0 -75.0 70.0 -62.4 62.4 -58.4 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 45 90 A -75.0 70.0 -70.3 70.0 - 58.0 58.0 -54.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 48 501/2 96 C,F -90.0 A -75.0 70.0 70.0 -90.0 -65.0 70.0 -90.0 70.0 -90.0 65.0 - 54.3 54.3 -51.1 13,E. -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C,F -90.0 70.0 101 A -75.0 70.0 -90.0 -60.8 70.0 -90.0 70.0 -90.0 60.8 -51.3 51.3 -48.3 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 53 1/8 106 3/8 A -75.0 70.0 -58.7 58.7 -48.7 48.7 -45.4 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 54 108 A -75.0 70.0 -58.2 58.2 - 47.947.9-14.5 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 55 1/2 111 A -75.0 70.0 B,E -75.0 70.0 -57.1 -75.0 57.1 - 46.4 46.4 -43.3 70.0 -75.0 70.0 -75.0 C F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 57 114 A -75.0 70,0 -56.2 56.2 - 44.8 44.8 -411 B,E -75.0 70.0 -75.0 62.1 -55.7 70.0 -75.0 70.0 -90.0 58.4 -63.3 70.0 -75.0 70.0 -90.0 54.6 -59.3 70.0 -75.0 70.0 -90.0 51.1 -55.1 70.0 -75.0 70.0 -90.0 48.3 -52.7 70.0 -75.0 70.0 -90.0 45.4 -50.0 70.0 -75.0 70.0 -88.6 44.5 -49.1 70.0 -75.0 70.0 -88.9 43.347.5 47.5 -43.9 43.9 42.2 70.01 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.01 70.0 -75.0 70.0 -75.0 70.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 ! 70.0 -90.0 70.0 -90.0 70.0 55.71 -49.8 49.8 -46.9 46.9 -43.6 43.6 -41.1 1 41.1 - 38.6 38.6 -36.5 36.5 70.01 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.01 70.0 -75.0 70.0 -75.0 70.0 -55.01 55.0 -55.01 55.0 -55.01 55.0 70.0 f -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0J 70.0 -87.4 70.0 -832 63.31- 56.4 56.4 -53.4 70.01 -75.0 70.0 -75.0 70.01 -90.0 70.0 -90.0 53.4 - 50.0 50.0 -46.9 j 46.9 - 44.3 44.3 -41.9 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -55.01 55.0 -55.01 55.0, -55.01 55.0 41.9 70.0 -90.0 70.0 -84.51 70.0 -79.7 70.0 -75.6 70.0 70.0 - 55.0155.0 - 55.0155.0 -55.01 55.0 59.31- 53.6 53.6 -50.9 50.9 -47.5 47.5 - 44.7144.7 -42.1 42.1 -39.7 39.7 70.01 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0170.0 -75.0 70.0 -75.0 70.0 70.0 [ -90.0 70.0 -88.2 55.11 -51.4 51.4 -48.8 70.0 -81.8 70.0 - 76.9170.0 -72.4 70.0 -692 48.6 -45.3 45.3 42.5 42.5 -40.4 40.4 -38.4 69.2 - 55.0155.0 ,-55.01 55.0 38.4 70.01 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0170.0 -75.0 70.0 -75.0 70.0 -55.01 55.0 70.01 -86.0 70.0 -80.9 70.0 -75.0 70.0 -70.7 70.0 - 67.3 67.3 -64.1 64.1 - 55.0155.0 - 55.01 55.0 - 53.2153.2 52.71- 48.7 48.7 -46.9 46.9 -43.5 43.5 -41.3141.3 -392 392 -37.1 37.1 70.01 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0170.0 -75.0 70.0 -74.3 70.0 70.0 f. -812 70.0 -75.7 50.0 -46.1 46.1 -44.2 70.0 -70.3 70.0 -66.8 L66.8 - 63.5 815 -60.5 44.2 -422 42.2 -40.1 40.1 - 38.0 38.0 -36.2 60.5 36.2 - 55.0155.0 - 52.8152.6 - 49.6149.6 70.01 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0I 70.0 -75.0 70.0 -72.4 70.0 70.01 -76.4 70.0 -71.1 70.0 - 66.5 66.5 -63.0 63.0 =60.0 60.0 -57.3 57.3 - 53.8(53.8 - 49.4149.4 - 4621462 49.11- 45.3 45.3 -43.4 43.4 -41.9 41.9 - 39.8139.8 -37.6 37.6 -35:9 35.9 70.01 -75.0 70.0 -75.0 70.0 - 75.0 70.0 - 75.01 70.0 -75.0 70.0 -7t8 70.0 70.01 - 75.0 70.0 -70.1 70.0 -65.4 65.4 - 61.8161.8 - 59.1 59.1 -56.4 422 - 40.8 40.8 -39.1 39.1 -372 372 -35.4 56.4 36.4 70.0 -75.0 70.0 f; 75.0 70.0 -75.0, 70.0 - 84.3 70.0 f_ 72.5, 70.0 -68.4 42.1 - 462 46.2 -42.5 42.5 -412 70.0 -75.0 70.0 - 75.0170.0 -74.3 70.0 -70.8 70.0 -52.8[ 52.8 - 48.4148.4 - 4521452 68.4 -63.6 63.6 - 60.1160.1 - 57.5 57.5 -54.8 54.8 41.2 - 39.8 39.8 - 38.51 38.5 -36.7 36.7 -34.8 34.8 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.01 -75.0 C,F -90.0 581 /2 117 A -74.2 70.0 -90.0 70.0 -55.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0170.0 -73.3 70.0 -69.6 69.6 - 51.1151.1 - 46.8146.8 - 43.6143.6 70.0 -90.0 70.0 -90.0 70.0 -81.8 70.01 -70.7 55.0 - 43.4 43.4 - 40.9 40.9 - 44.8 44.81-41.3 B,E -75.0 70.0 -75.0 70.0 -66.7 66.7 -61.8 61.8 - 58.7158.7 - 55.9 55.9 -53.2 41.3 - 40.2 402 - 38.7 38.7 -37.6 37.6 -36.1 36.1 -342 532 342 - 49.4149.4 - 452145.2 - 42.6142.6 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.01 -75.0 60 120 70.0 -75.0 70.0 -75.0 70.0 - 75.0170.0 -72.2 70.0 -68.4 68.4 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.4 70.0 -69.0 69.0 -84.9 64.9 - 60.4 60.4 - 57.357,3 - 54.5 54.5 -51.6 51.6 -47.81 47.8 - 43.6143.6 - 41.7141.7 A -72.9 70.0 -53.4 53.4 -42.2 422 - 39.7 39.7 -43.5 43.5 -40.4 40.4 -39.2 39.2 -37.6 37.6 - 36.7 36.7 - 35.6 35.5 - 33.7 33.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 -71.0 70.0 -67.4 67.4 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.01. 67.3 67.3 - 63.3_83.3 - 59.1 59.1 -55.9155.9 - 53.0 53.0. -50.0 50.0 -46.3146.3 - 42.8142.8 - 40.8140.8_ TABLE 7. "'C"& "1/4- 1/2 -1/4 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7/16" LAMI (3/16 °HS,.090,3 /161HS) ALL "0" SIZES UP TO 60" WIDE x 63" HIGH AND ALL "1/4- 1/2 -1/4 XOX" SIZES UP TO 120" WIDE x 63" HIGH 1-90.0,170.0 TABLE 7A. "0" & "1/4- 1/2 -1/4 XOX" WINDOWS TEST REPORTS: FTL -4607, FTL -4608 GLAZING OPTIONS: D. 7/16" LAMI (3/16'HS,.090,3/16 "HS) G. 13/16" LAMI (1/8 "A,AIR SPACE, 7 /16" LAMI -W/ 3/16 "HS,.090,3 /16"HS) ALL "0" SIZES UP TO 60" WIDE x 76" HIGH AND ALL "164- 1 /2 -1/4 XOX" SIZES UP TO 120" WIDE x 76" HIGH 155.01 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. 1 4 x 1 2 0 4 x 0 PROWT REVISED ts ampliiseiS *a Matt Thalassaiet A=rr5dllei PRODUCTRONEWED as comptrbe wlfbt5e 8.14Ing Cale Aeespt:Wee NB ' ' /r Dole ! .V1/..Ko* Ey At rirp Raved By Oete: F.K. 3/25/03 Rye, 8 ADD GLASS TYPE E TO TABLE 6 Raved Ely Sete FK 7/10/03 Rev;may. 0t F.K. 6/23/05 NO CHANGE THIS SHEET Ravurm,s O CHANGE ANCHORS AND ADD 76' HT. OPTION Cravnay Sete' Criecteday Sate. F.K. 12/17/02 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL .34274 PST Visibly Better Desetrptiat PRESSURES- 0 & 1/4- 112 -1/4 XOX CONFIG. WINDOWS ids ALUMINUM CASEMENT WINDOW, IMPACT s�arewa" CA -740 NTS Street 7 w 13 a+,"wRe 7045 -8 Rer D Lucas A Turner, P.E. PE #58201 Mechanical COMPARATIVE ANALYSIS TABLE 8. "XO" OR "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 1 1 GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1/8 "HS) "XO" WIDTH "XOX" WIDTH HEIGHT 26 31 36 38 3/8 43 48 50 5/8 r 54 57 60 63 NEC POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 37 551/2 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 491/3 74 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 53 1/8 79 2/3 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 -67.5 67.5 56 84 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.9 70.0 -67.7 67.7 - 64.9 64.9 -62.7 62.7 -60.4 60.4 60 90 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 -56.2 56.2 -53.4 53.4 64 96 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -711 70.0 -61.8 61.8 -58.9 58.9 - 56.1 56.1 -53.8 53.8 - 50.4 50.4 -47.7 47.7 67.333 101 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 66.4 66.4 -58.2 58.2 -55.6 55.6 -52.6 52.6 -49.4 49.4 -45.9 45.9 -.43.1 43.1 70.917 106 3/8 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -61.8 61.8 -55.1 55.1 -51.9 51.9 - 48.9 48.9 - 45.8 45.8 -42.8 42.8 - 40.3 40.3 72 108 A -75.0 70.0 -75.0 70.0 -75.0 .70.0 -70.4 70.0 -60.4 60.4 -54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 -39.7 39.7 74 111 A , -75.0 70.0 -75.0 70.0 _ -73.7 _70.0_ -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 _ -43.5 43.5 -41.1 41.1 - 38.6 38.6 TABLE 9. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1/8 "HS,.090,1/8 "HS) E. 13/16" LAMI (1/8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1/8 "HS,.090,1 /8 "HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH I -75.01 70.0 TABLE 10. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH _I -90.01 70.0 1 1 1 3 3 3 X 0 X X O 0 X TABLE 10A. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3116"HS) F.13/16" LAMI (1 /8 "A,AIR SPACE, 7/16" LAMI- W13/16 "A,.090,3 /16"HS) ALL "XO° OR "OX" SIZES UP TO 74° WIDE x 76" HIGH AND ALL "1/3- 113 -113 XOX" SIZES UP TO 111" WIDE x 76" HIGH 1 -55.01 55.0 A NOTES: [oj 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. PRODUCT RENEWED ascarsgAy sgwith the Finr&ls SlltI2g Cx'.c Am*, tore Da Rera( Br F.K Rend By F.K. Dale: 3/25/03 Ott 7/10/!3 Revive°. B Rhvivl°" C ADD GLASS TYPE E TO TABLE 9 NO CHANGE THIS SHEET Rena 13): F.K Dale 623/135 Rem D CHANGE ANCHORS AND ADD 76° HEIGHT OPTION Drawl Ely Date: Gheae"By: Date: F.K. 12/17/02 1070 TECHNOLOGY DRIVE NOKOMIS FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 IPA ca" Visibly Better D°vamx PRESSURES- XO, OX, & 1/3-1/3-1/3 XOX WINDOWS Titte ALUMINUM CASEMENT WINDOW, IMPACT s mamavl: Scab. 1Sheet DnK<gNn CA -740 NTSI 8 m 13 I 7045 -8 R. D 117;2. (,/C -'- Lucas A. Turner, P.E PE 1158201 Mechanical COMPARATIVE ANALYSIS GLAZING OPTIONS: TABLE 11, "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -358D, FTL -3582, FTL -3729, FTL -4607, FTL -4608 A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) B. 5/18" LAMI (118 "HS,.090,1 /8 "HS) C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) E. 13/16" LAMI (1 /8"HS,3 /8" SPACE,5 /16" LAMI -W/ 1 /8 "HS,.090,1 /8 "HS) F, 13/16" LAMI (1/8 "A,AIR SPACE,7 /16" LAMI -W/ 3116 "A,.090,3 /18 "HS) HEIGHT WIDTHS 26 36 36 3/8 43 48 50 518 - 54 ' 57 60 63 67 72 I, 76 XOX" VENT FIXED NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS MEG POS MEG POS NEG POS NEG1 POS NEG1 POS NEG 1 POS 69.264 19.125 31.014 A -75.0 70.0 -75.0 70.0 -75.0 '70.0 -74.1 70.0 - 64.9 64.9 -60.6 60.8 -58.1 58.1 - 56.1 56.1 -53.3 53.3 -50.5 50.5 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -55.01 55.0 -55.01 55.0, -55.01 55.0 86.919 24 38.919 A -75.0 70.0 -69.1 69.1 -63.4 63.4 - 56.5 56.5 -50.4 50.4 -47.5 47.5 -44.1 44.1 -41.6 41.6 -39.2 39.2 -36.9 36.9 B,E -75.0 70.0 -75.0 70.0 -75.0 70.D -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.8 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 '- 70.0 -69.4 70.0 -65.2 70.0 - 55.0155.0 - 55.0155.0 - 55.0155.0 95.973 27 42.973 A -75.0 70.0 -60.5 -60.5 -57.2 57.2 - 62.1 62.1 -55.2 552 - 52.6 52.6 -49.1 49.1 46.2 46.2 -43.6 43.6 -41.1 41.1 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.0 70.0 -81.9 70.0-77.2 70,0 -73.1 70.0 - 55.0155.0 - 55.0155.0 - 55.55.0 108.649 30 . 48.649 ,C,F,,,-90.0 A 75.6 70.0 -53.5 53.5 - 50.4 50.4 - 54.5 54.5 -50.7 50.7 - 48.2 48.2 - 44.9 44.9 -42.0 42.0 -40.1 411 -38.0 38.01 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.7 70.0 -79.5 70.0 -73.8 70.0 -69.7 69.7, - 66.3 66.3 -63.1 63.1 -55.01 55.0 -55.01 55.0 -52.21 52.2 115.892 32 51.892 A -75.0 70.0 -49.9 49.9 -46.8 '46.8 -51.3 51.3 .47.4 47.4 -45.5 45.5 -42.7 42.7 -40.7 40.7 - 38.6 38.6 - 36.6 36.6 13,E4 -75.0 70,0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0; 75.0 70.0 -73.2 70.0 C,F, -90A 70.0 -90.0 70.0 -90.0 70.0 -90,0 70.0 -78.6 70.0 -73.2 70.0 -68.3 68.3 - 64.8 64.8_ -61.4 61.4 -58.8 58.8 -55,01 55.0 - 50.9150.9 - 47.7147.7 122 33.687 54.627 A -75.0 70.0 -47.3 47.3 - 44.0 44.0 -48.4 48.4 - 44.7 44.7 42.8 42.8 -41.4 41.4 -39.5 39.5 -37.5 37.5 -35.7 35.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70,0 -74.9 70,0 -71.4 70.0 C,F, -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.8 70.0 -74.0 70.0 -69.4 69.4 - 64.7 64.7 -61.0, 61.0 - 58.4 58.4 -55.7 55.7 -52.11 52.1 - 47.7147. -44.6 44.6 7 123.135 34 55.135 A -75.0 70.0 - 46.8 46.8 -43.6 43.6 -47.9 47.9 - 44.3 44.3 -42,4 42.4 -41.1 41.1 -39.3 39.3 -37.3 37.3 -35.5 35.5 8,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.6 70.0' -71.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.0 70.0 -73.1 70.0 - 68.8 68.8 -64.1 64.1 - 60.5 60.5 -57.9 57.9 -55.2 55.2 -51.51 51.5 -47.21 47.2, - 44.01 44,0 126.000 34.791 56.418 A -75.0 70.0 -45.5 45.5 -42.6 42.6 -46.7 46.7 -43.1 43.1 -41.6 41.6 -40.2 40.2 -38.7 38,7 - 36.9 36.9 -35.0 35.0 8,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.7 70.0 -70.1 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0, 70.0 -82.8 70.0 -71.3 70.0 -67.3 67.3 -62.5 62.5 - 59.2 59.2 - 56.5 56.5 -53.8 53.8 -50.11 50.1 45.81 45.8 ;43.01 43.0 130 35.896 58.209 A -74.4 70.0 - 43,8_43.6 -41,2 41.2 -45.1 45.1 -41.5 41.5 -40.4 40.4 - 38.9 38.9 -37.7' 37.7 - 36.2 362 - 34.3 34.3 91.E -75.0 70.0 -75.0-70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 -68.6 68.6 C,F -90.0 70,0 -90.0 70.0 -90.0 70.0 -79.9 70.0 -69.3 69.3 - 65.3 65.3 -60.6 80.6 -57.6, 57.6 - 54.7 54.7, -51.9 51.9 -48.1 j 48.1 - 43.9143.9 -41.9141,9 130.378 .. 36 58.378 A -74.3 70.0 -43.5 43.5 -41.0 41.0 -45.0 45.0 -41.4 41.4 -40.3 40.3 - 38.8 38.8 -37.6 37.61 -36.1 36.1 - 34.3 34.3 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.3 70.0 - 68.5 68.5 C,F - 90.0 70.0 -90.0 70.0 -90.0, 70.0 -79.6 70.0 -69.1 69.1 -65.1 66.1 -60.5 60.5 -57.4 57.4 - 54.6 54.6 -51.7 51.7 33.7 67.4 - 48.0148.0 -43.8143.e-41.8(!,. .6 134 37 60 A - 72.9 70.0 -42.2 42.2 -39.7 39.7 -43.5 43.5 -40.4 40.4 -39.2 39.2 -37.7 37.7 -36.7 36.7 - 35.5 36.5 -33.7 8,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 -71.0 70.0 -67.4 C,F -90.0 70.0 -90,0 70.0 -90.0 70.0 -77.1 70.0 -67.3 67.3 -83.3 83.3 -59.1 59.1 -55.9 55.9_ -53.0 53.0 -50.0 50.0 - 46.3146.3 - 42.8142.8 - 40.8140.8 "XO" & "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORT: FTL -3550 GLAZING OPTION: D. 7/16" LAMI (3116 "HS,.0913 /16 "H8) ALL XOX" SIZES UP TO 134" WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND ALL XO° or "OX" SIZES UP TO 97" WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH 1-9D,0 70.0 TABLE 12A. XO" or "OX" & XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580. FTL -4607, FTL -4608 GLAZING OPTIONS: D. 7/16" LAMI (3/16 "HS,.090,3 /16 "HS) G. 13/16" LAMI (118"A,AIR SPACE, 7116" LAMI -W/ 3/16"HS,.090,3/16 "HS) ALL "XOX" SIZES UP TO 134° WIDE x 76" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND ALL XO" or "OX" SIZES UP TO 97' WIDE x 76" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH 1 -55.0 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR A0 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. x 0 x UNEQUAL UTES x 0 UNEQUAL L.ITES 0 x UNEQUAL UTES mama itEvtS61) dr& Morn PRODUCT MEWED ea117,4747, Veit tba arias A ,x A . Rena" By. F.K. Date: 3/25/03 Ragouts: 8 ADD GLASS TYPE E TO TABLE 11 Ra"dBy F.K. Date 7/10/03 Re"eb"5: C NO CHANGE THIS SHEET Revs" By F.K. 6123105 NevOre: D CHANGE ANCHORS AND ADD 76' HEIGHT OPTION DB""BY Date: GeatedBf Dater F.K. 12/17/02 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PRESSURES- UNEQUAL CONFIG, XO, OX & XOX 7kb ALUMINUM CASEMENT WINDOW, IMPACT Visibly Better CA-740 I NTS Meet 9 m 13 Dresieg No. 7045 -8 Rev D Lucas A. Turner. P,E PE #58201 Mechanical REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 d REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 p MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX fREFERENCE "XX" FRAME ASSEMBLY DETAIL, SHEET 11 Q MAX. VENT II DAYLIGHT OPENING •-I (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XX NtoDu "r REVISED mooptgag wt b lefts cotit AISIOace e. FIFA MAX HEIGHT (SEE SHTS. 3 & 4) MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) WWW lea (I AX. VENT -�I 5 DAYLIGHMT OPENING y (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X Dade Radar; ilrla PRODUCT RENEWED as emptying with the amide %klieg CeNe Aecepsecte Date vnrb If • 2013 VERTICAL SECTION OPERABLE UNIT VERTICAL SECTION FIXED UNIT Rend Ely We: F.K 3/25/03 Revs al Dote: F.K 7/10/03 Rawed5y Date: F.K. 6/23/05 Oro. Of bete. F,K 12/17/02 Reviskaw D Checkedar. ADD 13/16"1.0. GLAZING BEAD ITEM SHOW TOP HINGE CNG SHT. NO. REF. AND ADD ITEM 89 1070 TECHNOLOGY DRIVE NOKOMIS, FL. 34275 P.O. BOX 1529 NOKOMIS, FL 34274 SECTIONS ALUMINUM CASEMENT WINDOW, IMPACT Visibly Better iearteoaer 0.4-740 snag e�raa"o 10 w 13 7045 -8 tn- i14(/or Lucas A. Turner, P.E. PE #58201 Mechanical FRAME ASSEMBLY TUBE, MAT'L: 6063 -T6 "X" FRAME #12x1 PH TEK SMS 13" MAX. O.C. WI (2) SCREWS 3" APART AT MID -SPAN "X" FRAME JAMB "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MATL: 6063-T6 #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "XO" & "XOX" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER FRAME HEAD OR SILL NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 SASH FRAME TOP OR BOTTOM RAIL #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL MAIN FRAME ASSEMBLY DETAIL Ti 1.376" .440" .095" CASEMENT BACKING PLATE MATL: 6063 -T6 DWG# 7071 434" 2.854" .062" NOM. 1.159" 2.139" ()SASH FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7003A 3.544" .062" NOM. 2.784" 0 FIXED FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7005A .062" NOM. 2.919" 2.784" FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7002A "Row jcr EILVDieiti 11.1 _esupWrai case �°'� na#o PRODUCT REpt WEO as aszsplyytngwsth eke rialto atitalg Ca4. Ha I Reviler Date. F.K. 3/25/03 RaysdSy bate: F.K 7/10/03 Re atl8y Oafe: F.K. 8/23/05 Drawn ay Dade. F.K. 12/17/02 Revisions: B Revisions: C Revisions: D NO CHANGE THIS SHEET NO CHANGE THIS SHEET ADD ITEM 89- Checked ay. Due: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 A.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, IMPACT sarammuret CA-740 11 " 13 7045 -8 Lucas A. i once, P.E. PE #58201 Mechanical PARTS LIST ITEM ITEM DWG # PGT. # DESCRIPTION 7025 1 7002A 74 MAIN FRAME - HEAD, SILL & JAMBS 2 1155 781PQA #8 X 1 QUAD PH SMS #8 X .750 QUAD PN SMS 3 7008 FRAME CORNER KEY 81 4 781PQA #8 X I QUAD PN SMS 112 "X1/2 "X118" CLOSED -CELL FOAM TAPE 7010 5 7003A 83 SASH - TOP, BOTTOM & SIDE RAILS 6 1155 781PQA #8 X 1 QUAD PH SMS GLAZING BEAD (13/16" 1G.) 7 7017 67017K BULB WEATHERSTRIP .1875(.240 (2) LITES OF 1 /8 "HS GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 8 7009 13/16" SASH CORNER KEY 3/16A & 3/16BS GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 9 7024 13116" MAXIM MULTI -POINT LOCK , 3/ 16HS & 3 /I6HS GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 10 ?026 67071 LOCK SUPPORT PLATE 11 010-24 X .562 PH. PN. TYPE F 12 7014 MULTI -LACK KEEPER (R.H. & L H.) 13 1157 78X78PPSMS 48 X .875 PH. PN. SMS 14 7013 TIE BAR GUIDE 15 7015 TIE BAR ASSEMBLY 1 16 7028 MAXIM DYAD OPERATOR 17 7027 MAXIM DUAL ARM OPERATOR 18 7030 OPERATOR GASKET 19 7031 BACKING PLATE 20 # 13-32 X.375 PH. PN TYPE B 21 7032 STUD BRACKET (L.H. & R.H.) 22 7858ZA #8 X 5/8" FLT. PHL SMS 23 7033 OPERATOR TRACK & SLIDER (DUAL ARM) 24 7022 SNAP-ON HANDLE 25 7023 12" HINGE (HEAVY DUTY) 26 710x12FP #10 X.500 PH.PHL. 30 5/16" LAMINATED (I /SA & 1 /8HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 31 5/16' LAMINATED (I/8HS & I /8HS GLASS) .090 1NTERLAYER - SOLUTIA OR DUPONT PVB 32 7/16' LAMINATED (3/16A & 3/16HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 33 7/16" LAMINATED (3 /I6HS & 3/16118 GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB_ 40 7036 GLAZING BEAD (5/16 ") 41 7042 GLAZING BEAD (7/16 ") 43 1224 6TP247 VINYL BULB WSTP (THICK) SILICONE - LOW CORNING 899, 995 OR EQUIV. 44 45 PARABOND 46 1634 6163K SETTING BLOCK 50 7006 SCREEN FRAME 51 7040 SCREEN CORNER KEY 52 SCREEN CLOTH 53 1635 61635K SCREEN SPLINE - SERRATED 54 331 60976 CASEMENT SCREEN CLIP 55 78x12PSTW/B #8 X.500 SQ. PM. TEK SMS 67 7004A 67004 CASEMENT FRAME ASS'Y. TUBE 68 r 712XIPPT #12 X 1" PH. PHIL. TEK. 69 7011 LOCK SUPPORT PLATE 70 7012 LOCK SPACER 71 7019 711573 SNAP -ON T- HANDLE KNOB 72 7018 7FLDHD FOLDING HANDLE PARTS LIST CONT. ITEM DWG # POT. # DESCRIPTION 73 7025 MAXIM SINGLE LOCK 74 7016 SINGLE LOCK KEEPER 75 70834A #8 X .750 QUAD PN SMS 80 7005A FIXED WINDOW FRAME - HEAD, SILL & JAMBS 81 1155 781PQA #8 X I QUAD PN SMS 82 7010 FIXED FRAME CORNER KEY 83 7007 INSTALLATION HOLE COVER 85 7047 67407 GLAZING BEAD (13/16" 1G.) 86 13/16" LG. GLASS (1 /8 °1-IS, AIR SPACE, 5 /16'L.AMI) 5/16' LAMI= (2) LITES OF 1 /8 "HS GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 87 13/16" LG. GLASS (1 /8 °HS, AIR SPACE, 7 /16 "LAMI) 7/16° LAMI = 3/16A & 3/16BS GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 13116" LG. GLASS (I/811S, AIR SPACE, 7 /16"LA241) 7116" LANE= 3/ 16HS & 3 /I6HS GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 89 7071 67071 CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) .706" .050" —' HFF . 8665" 0 5/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7036 .523° -i r- .050" .865" 07/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7042 .040" ;i 1.000" -1 .423" -I I-- 0 CASEMENT SCREEN FRAME MAIL: 6063 -T6 DWG# 7006 9 J .040 n .172" .870" .870" .050" F-- .569" 0 13/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7047 .125° .062" 1.124" .093" 0 CASEMENT FRAME ASSEMBLY TUBE MATL: 6063 -T6 DWG# 7004A INSTALLATION HOLE COVER MATL: 6063 -T6 DWG# 7007 2.701 PRODUCT RUNIEVIRD �� cercplying aid the Moritz Suldias Cede Rorsd e,: F.K. Dam'. 3125/03 Revisions. B AOD 13/16'1.G. GLASS & GLAZING BEAD Roved Br F.K. genie ex F.K oma 7/10/03 Revisor. C NO CHANGE THIS SHEET 623!05 Revisis s. D ADD EOUIV. TO ITEM 44, SILICONE AND ADD ITEMS 87, 88 AND 89 Wean 8y; F.K. Dam: 12117/02 enacted Br. Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Amnesic. PARTS LIST & EXTRUSIONS Ten ALUMINUM CASEMENT WINDOW, IMPACT Visibly Better Ssoesr CA -740 NTS 12 b 13 Oesverc 7045 -8 t Lucas A.1L'mer, P.E. PE #58201 Mechanical A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM - - ASEE NOT.. 1 112" L MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK A lx WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM A SEE NOTE 1 SEE NOTE 4 1/4" MAX. SHIM ASEE NOTE 1 _141 1111111 I 1TH :1❑I III"I,. , i,..,„1„„„,„.,,,,,,. iv ---111 6 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM r_ A SEE NOTE 2 SEE NOTE 4 1 1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 112" THICK 1 1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE SEE NOTE 4 1/4" MAX. SHIM ®SEE NOTE 1 A 1 x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM —] ASEE NOTE 1 A SEE NOTE 4 1 1/2" MIN. FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK A SEE NOTE 4 --. I 1 1/4" 4-•– MIN. FIXED UNIT FRAME TO CONCRETE r A SEE NOTE 4 11111"f�, ,�I ]161ST 111 ilillll lta 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE WI WOOD BUCK LESS THAN 1 1/2" THICK NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. NOTES: A 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 114" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE 1S 21/2 ". SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4" ELCO TAPCONS OR 1/4" ELCO SS4 CRETE -FLEX. SEE SHEET 1 FOR SPACING. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". lx WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISD CTION. 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI -DADE COUNTY. WAY Itos MRS& ateas / 1Z- 1I 'c Via: PRODUCT RENEWED es samldyingwith Ike RIB %Ming Cods AneR�'1 ryY F.IC 3125103 Read 6y. F.K. Reosd"y. F.K. De 7/10103 Dam 6123105 Om""By: F( Max 12/17102 NO CHANGE THIS SHEET NO CHANGE THIS SHEET REVISE NOTES AND REMOVE 3/113° TAPCONS 81114 SCREWS Data 1070 TECHtlOLOGYDRIVE NOKOWS, Fl. 34275 P.O. BOX 1529 NOKOMIS, N. 34274 TANCHORAGE DETAILS Tote ALUMINUM CASEMENT WINDOW, IMPACT Visibly Better tagisatitoaet CA -740 NTS 13 r 13 Dmeing 7045 -8 I% (7or -- Lucas A. Turner, P E. PE 958201 Mechanical BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PCt Industries 1070 Technology Drive, Nokomis, Fl. 34275 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.nmiamidade,eov/buildinacode 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 "PW 701" Aluminum Fixed Window — L.M.Y. APPROVAL DOCUMENT: Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact", sheets 1 through 8 of 8, dated 7/14/03, with last revision "C" dated 03/31/10, prepared by PGT Industries, signed and sealed by Anthony L. Miller, 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 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 # 08- 1112.10 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. • ' I'APPROVED NOA No 10- 0504.05 Expiration Date: February 19, 2014 Approval Date: September 22, 2010 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 1 Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact ", sheets 1 through 8 of 8, dated 7/14/03, with last revision "C" dated 03/31/10, prepared by PGT Industries, signed and sealed by Anthony L. Miller, P.E. B. TESTS "Submitted under NOA # 081112.10" 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) Small 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 fixed windows of various shapes, preparedby Fenestration Testing Laboratory, Inc., Test Report No. FTL -3835, dated 07/18/03 and Test Report No. FTL -3850, dated 07/31/03, both signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Anchor verification calculations, complying with FBC -2007, dated 08/18/10, prepared, signed and sealed by Anthony L. Miller, P.E. "Submitted under NOA # 08- 1112.10" 2. Anchor verification, comparative and structural analysis, dated 04/13/2007, prepared, signed and sealed by Robert L. Clark, P.E. 3. Glazing complies w/ ASTMS- 1300 - 02/04. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS "Submitted under NOA # 08-1112.10" 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for the "Saflex IIIG Clear or colored Interlayer ", expiring on 05 /21/11. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite ® PVB ", expiring on 12/11/20I0. F. STATEMENTS "Submitted under NOA # 08- 1112.10" 1. Statement letter of code compliance, "No change from previous approval and "No financial interest ", dated 11 -06 -08 signed and sealed by Robert L. Clark, P. E. 2. Statement letter of Lab compliance, as a part of above referenced test reports. E -1 4300 Carlos M. Utrera, P.E. Product Control Examiner NOA No 10- 0504.05 Expiration Date: February 19, 2014 Approval Date: September 22, 2010 NOTES: SERIES 701 ALUMINUM FIXED WINDOW 1. DIRECTIONS FOR USE: A. DETERMINE THE PRODUCTS MAXIMUM DESIGN PRESSURE FROM EITHER TABLES ON SHEET 2 (DEPENDING ON YOUR GLASS TYPE). B: DETERMINE THE TYPE AND QUANTITY OF ANCHORS REQUIRED TO MEET THE WINDOWS DESIGN PRESSURE FROM SHEET 6 FOR WOOD SUBSTRATES, OR SHEET 7 FOR MASONRY SUBSTRATES. SPACE ANCHORS APART EQUALLY PER NOTES ON SHEET. C. USE SHEETS 3 THROUGH 6 TO INSTALL PRODUCT, REFERENCING NOTES FROM SHEETS 6 & 7. 2. DESIGN PRESSURE RATINGS: NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND ASTM El 300 -02, 3— SECOND GUST. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND ASTM E1300 -02, 3— SECOND GUST. 3. ANCHORAGE THE 33 -1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL, SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION. LOAD DURATION, CD, OF 1.6 WAS USED IN WOOD SUBSTRATES ONLY. 4. $NUTTER REQUIREMENT: NONE REQUIRED 5. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE. C -90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE SHEET 7. 6. REFERENCES: TEST REPORTS, FTL -3835 & FTL -3850, NOA 07- 0425.01 (ULTRACON), 03- 0225.05 (CRETE — FLEX), ANSI /AF &PA NDS -2005 FOR WOOD CONSTRUCTION, ADM -2005 ALUMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPUED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 9. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE OR FIN. OVERALL SEALING /FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. WIDTH —* I 1- W L WIDTH 2° MAX i 98 1/4° FIN TO FIN 5° MAX. O.C. 45 -1/4° VISIBLE LIGHT 93— /4° VISIBLE LIGHT 96' 2' MAX. 48" 50 1/4° FIN TO FIN TYP. FLANGED FRAME ELEVATION P. INTEGRAL FIN FRAME ELEVATION NOA DRAWING TABLE OF CONTENTS GENERAL NOTES 1 ELEVATIONS, FLANGED 1 ELEVATIONS, INTEGRAL FIN 1 GLAZING DETAILS 2 DESIGN PRESSURES, FLANGED2 DESIGN PRESSURES, FINNED2 INSTALLATION, INTEGRAL FIN 3 CORNER ASS'Y, INTEGRAL FIN3 INSTALLATION. FLANGED 4 CORNER ASS'Y, FLANGED 4 INSTALLATION, MSC 5 ANCHORAGE 6,7 EXTRUSION PROFILES 8 PARTS LIST 8 (TESTED UNIT) (TESTED UNIT) OTHER SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEET 2. T k---- WIDTH ----I T Rend Br. Data RRARta s: COMPLETE REDRAW AND REORGANIZATION TO INCLUDE J.R. 3/31/10 C INFORMATION FOR LARGER WINDO F.K. CHG. C. OT 2 E NOTtlE EP ASTM E 1300 -02 AND REVISE Revsd By h WIDTH ---I 4/4/07 Revisions: Revistozve Roved 8r Dote: Drown BY Bede: FJC 7114103 Iheeked i7Oete 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 DeeedpUee ELEVATIONS AND NOTES >R1= ALUMINUM PICTURE WINDOW, IMPACT Seee/Model• PW-7OI Sear Shed: a 8 'amen Na. 42594 Raw PR0DMent.EVL9ED as cansplying with Co0e4rf?Imiimo lds y i r ' nc a>; c5 a1%1I 1 II I INI,'i P • , / //, ESSICA4 P o A. Lynn Miller, P.E. P.E.# 88705 Fin and Flanged Windows Maximum Design Pressure ( +1- psf) 7/16 : VOA ..040PYB -3A6i6 7/18 tand14.3A6H5- 7/16A1R -3/16A - .09OPVB- 3 /16HS A" or "B" Dimension (in) 24 30 35 42 48 54 60 87.875 a. 13 0 it 8 in 38 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 48 80.0 ` 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60 80.0 80.0 80.0 80.0 ,80.0 71.1 71.1 64.0 67.875 80.0 80.0 80.0 80.0 80.0 71.1 64.0 62.1 72 80.0 80.0 80.0 80.0 79.3 71.1 64.0 76.8 80.0 80.0 80.0 80.0 75.0 70.0 84.0 84 80.0 80.0 80.0 74.3 88.3 63.8 85.3 80.0 80.0 80.0 73.6 67.4 62.6 96 80.0 80.0 77.2 84.7 58.2 109.7 80.0 80.0 72.3 58.3 120 80.0 80.0 ' 70.4 128 80.0 80.0 70.0 145 80.0 80.0 Fin and Flanged Windows Maximum Design Pressure ( + %• psf) 8.3/16 7/16 Lang: 3/16HS-.O98PV H5 7/18 La�M I8.3/16F6- 7/16Am- 3 /16Ie - .890PV6- 3/15}6 A" or °B" Dimension (in) 24 30 38 42 48 54 60 87.875 I"B" or "A° Dimension (in) 36 80.0 80.0 80.0 80.0 80.0 80:0 80.0 80.0 48 80.0 80.0 80.0 80.0 80.0 80.0 B0.0 80.0 80 80.0 80.0 80.0 80.0 80.0 71.1 71.1 64.0 87.875 80.0 80.0 80.0 80.0 80.0 71.1 84.0 82.1 72 80.0 80.0 80.0 80.0 80.0 71.1 64.0 76.8 80.0 80.0 80.0 80.0 80.0 71.1 84.0 84 80.0 80.0 80.0 80.0 80.0 71.1 85.3 80.0 80.0 80.0 80.0 80.0 71.1 96 80.0 80.0 80.0 80.0 80.0 109.7 80.0 80.0 80.0 80.0 120 80.0 80.0 80.0 128 , 80.0 80.0 80.0 145 80.0 80.0 7/16' .LAMI MASS NOMINAL 3/1 6' ANNEALED OR HEAT STRENGTHENED GLASS 8OR 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) '090' DUPt2dT FEMME OR SAFLEX KEEPSAFE MAXIMUM PUB INIEIGAYER 3 /18" NEAT STRENGTHENED GLASS 1 -1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME A" & "5" DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. F DIM. "B" DIM. --1.1 NOTES: (INTEGRAL FIN FRAME SHOWN) 1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 145" NOR CAN THE WINDOW AREA EXCEED 32FT'. 2. FOR SIZES NOT SHOWN, ROUND lle TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS "A" AND "B") MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). "A" DIM. "B" DIM. eyed Hp J.R. Date: 3/31/70 RaHearm:. C comPLUE REDRAW AND INFORMATION FOR LARGER WIRNDOWS T10N TO INCLUDE Reved 8r F.K. Revel Br. Dote: 4/4/07 Data Revtatona B NO CHANGE THIS SHEET D,00n By FJC Data 7/14/03 Dhec4"d 6TData 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 GLAZING DETAILS Tam ALUMINUM PICTURE WINDOW, IMPACT Seri,, /NMy; Seale: !Simi 0=64 R. Re, PW.701 I NTS 2 a. 8 42594 C PaOnuc -r REV SED as complying with the Hoeft Dididiagnmie 1111111III //L INSTALLATION DETAILS FOR FINNED FRAMES 2X WOOD BUCK OR FRAMING .131° (1/8 ") X 2 -1/2" NAIL, WITHIN 2° OF CORNERS AND 5' Q.C. MAX. WINDOW HEIGHT • MAX. VISIBLE UGHT OPENING .375" MIN. rEDGE DISTANCE INTERIOR SEE ANCHOR GUIDELINES, SHEET 6 1 3/8° MIN. EMBEDMENT 2X WOOD BUCK OR FRAMING .131" (1 /8") X 2 -1/2" NAIL, 375° MIN. WITHIN 2" OF EDGE DISTANCE CORNERS AND 5" O.C. 1/4° MAX. SHIM SEE SHEET e 2X WOOD BUCK OR FRAMING VERTICAL SECTION D —D I+ 1/4" MAX. SHIM 1/4° MAX. SHIM -.-e•l SEE ANCHOR j GUIDELINES, ®° SHEET 6 _ ll''111lag INTERIOR 2X WOOD BUCK OR FRAMING 900 CORNER ASSEMBLY NOTES 1. USE ONLY NAILS PER ABOVE. OR ANCHORS I.ISILD ON SHEET 6. FOLLOW EMBEDMENT AND EDGE DISTANCE UMITS. 80.® 0-0 21 MAX. VISIBLE LIGHT OPENING — MAX. WINDOW HEIGHT HORIZONTAL SECTION C —C MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES ANGLED CORNER ASSEMBLY 1 -3/8" MIN. EMBEDMENT Rod By. J.R. Dote: Real B,: 3/31/10 D ate: Revisions: C COMPLEt REDRAW AN REORGANIZATION TO INCLUDE INFORMATION LARGER FOR RGER WINDOWS. Revision= Revd Br D ots: Revision= Drown FJC Clerked tie: 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 INSTALLATION, FINNED FRAME Mks ALUMINUM PICTURE WINDOW, IMPACT Smim /Roder: shwt 3 e1 8 Onodso Ro 42534 l'RODUCT REVISED as complyierrnels die Maids Balla* Cab Angstince No /4101 6 INSTALLATION DETAILS FOR FLANGED FRAMES SEE ANCHOR GUIDELINES, SHEET 7 SEE ANCHOR GUIDEUNES. SHEET 7 MIN. CONCRETE KSI PER ANCHOR TYPE, SEE SHEET T 7 OR 1.5 K51 MIN. CMU 1X WOOD BUCK 1/4° MAX. SHIM MAX. WINDOW HEIGHT MAX. VISIBLE LIGHT OPENING .INTERIOR SEE ANCHOR GUIDELINES, SHEET 6 rr 1/4" MAX rSHIM SEE ANCHOR GUIDEUNES. SHEET 6 2X WOOD BUCK OR FRAMING VERTICAL SECTION B —B SEE ANCHOR GUIDELINES, SHEET 7 MIN. CONCRETE KSI PER ANCHOR TYPE, SEE SHEET 7 OR 1.5 KSI MIN. CMU 1X WOOD BUCK 1/4" MAX. SHIM 1/4° MAX. SHIM SEE ANCHOR GUIDELINES, lr SHEET 6 SEE ANCHOR GUIDELINES, — SHEET 7 90° CORNER ASSEMBLY MAX. WINDOW HEIGHT HORIZONTAL SECTION A —A EXTERIOR MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES ANGLED CORNER ASSEMBLY NOTES 1. USE ONLY ANCHORS LISTED ON SHEETS 6 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS, 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1X ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 -1/2 ". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOUD CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1 -1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 2X WOOD BUCK OR FRAMING SEE ANCHOR GUIDELINES, SHEET 6 J I?. 3/31/10 C NFORMATTON REDRAW ER WNDO SATION ib INCLUDE Rend Br Rend Br Gala note: Reoivtona ReelsIcnx Drown By Dote: Cheekad F.K. 714/03 BYawa 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 INSTALLATION, FLANGED FRAME ALUMINUM PICTURE WINDOW, IMPACT sedmMeda Pwaw sme NTS SlInt 4 a 8 (Imam Rd. [Rs' C PRODUCTIIEVISED e a epl'iot8 veith to Haft Satin Cab No i r� /¢,dS ;, ri51IAIi #;¢ and iPodmttmlid Division It! tifil, k : to. 58705 et- iq to - . LOttAA��`� y s IONn4`'" A. Lynn Miller, P.E. P.E.$ 58705 MISQ INSTALLATION DETAILS FIN FRAME WITH AN REMOVED 1 3/8" MIN. EMBEDMENT SEE ANCHOR GUIDELINES, SHEET 6 INT RIOR 2X WOOD BUCK OR EQUAL LEG FRAME (OTHER FRAMES SIM.) 2X WOOD SUBSTRATE #12 STEEL SELF—DRIWNG SMS (G5)\ USE SAME ANCHOR QUANTITY & SPACING AS #12 STEEL SCREW (SHEET 6) 1/8" NOM. MIN. DADE APPROVED MULLION (SEE SEPERATE NOA) ALUMINUM: 6063 —T6 MIN. .125" MIN. WALL THICKNESS FLANGE FRAME (OTHER FRAMES SIM.) ALUMINUM MULL SUBSTRATE 1/4" MAX. SHIM FRAMING SEE ANCHOR GUIDELINES. SHEET 7 INTERIOR 1X WOOD BUCK 1/4" MAX. I- SHIM FIN FRAME WITH FIN REMOVED SEE ANCHORS • GUIDELINES, SHEET 7 �.. SEE ANCHOR , GUIDELINES, SHEET 7 4 L MIN. CONCRETE KSI PER ANCHOR, SEE SHEET 7 OR 1.5 KSI MIN. CMU SEE ANCHOR GUIDELINES, SHEET 7 INTERIOR I LMIN. CONCRETE KSI PER ANCHOR TYPE, I SEE SHEET 7 OR 1.5 KSI MIN. CMU EQUAL LEG FRAME (OTHER FRAMES SIM.) 1X WOOD BUCKSTRIP r+ -1/4" MAX. �+ 1/8" , #12 SItEL SELF—DRILLING SMS (G5) USE SAME ANCHOR QUANTITY & SPACING AS #12 STEEL SCREW (SHEET 6) SHIM 1 -3/8" MIN. NOM. MIN. EXTERIOR METAL FRAMING A36 STEEL: Fy =36 KSI MIN. .125" MIN. WALL THICKNESS EMBEDMENT EXCLUDING POINT #12 STEEL SELF— DRILLING SMS (G5) USE SAME ANCHOR QUANTITY, SPACING & EDGE DISTANCE AS #12 STEEL SCREW (SHEET 6) EQUAL LEG FRAME (OTHER FRAMES SIM.) DIRECTLY TO MASONRY 1/4" MAX. SHIM 2X WOOD BACKER E)CT 0.02 FULL— LENGTH, WOOD BACKED STEEL STUD ALL GAUGE THICKNESSES (ATTACHMENT BY OTHERS) 1112 STEEL SELF — DRIWNG SMS (G5) USE SAME ANCHOR QUANTITY & SPACING AS #12 STEEL SCREW (SHEET 6) FLANGE FRAME FLANGE FRAME (OTHER FRAMES SIM.) (OTHER FRAMES SIM.) STRUCTURAL STEEL SUBSTRATE STEEL STUD /WOOD SUBSTRATE NOTES 1. USE ONLY ANCHORS LISTED ON SHEETS 6 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1X ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 -1/2 ". IX WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1 -1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. Revd By: Date: Revbiste: COMPLETE REDRAW AND REORGANIZATION TO INCLUDE J.R. 3/31/10 C INFORMATION FOR LARGER WWDOI'+'� 'Rand By Cole: Revisions: SEE ANCHOR GUIDELINES, SHEET 7 INTERIOR 1/4" MAX. SHIM SEE ANCHOR GUIDELINES, SHEET 7 MIN. CONCRETE KSI PER ANCHOR, SEE SHEET 7 OR 1.5 KST MIN. CMU FLANGE FRAME PRECAST SLOPED SILL .—i. 1/4° MAX. SHIM STEEL STUD Fy =33 KSI MIN. 18 GA MIN. FLANGE FRAME (OTHER FRAMES SIM.) STEEL STUD SUBSTRATE Revd By Dote: Revisions Drawn By FJC ww 7/14/03 Decked rar0ate: 070 TECHNOLOGY DRIVE N. VENICE, fl. 34275 P.O. BOX 1529 NOKOMIS, FL 34274 INSTALLATION, FINNED FRAME Tait: ALUMINUM PICTURE WINDOW, IMPACT PW -7111 Beals NTS sum 5 8 ntoDucr aIEVna) complying *Mete Nadia BultdieCode Mertes eeMo Dee `11tt11111t/t, ,�•Z� • 'DENSE ..*-,P.. '0;,.., . No. 5s105 TE U . STA p . • ' A. FSSIONNV, No '1/j1t1III1111 A. Lynn Miller, P.E. P.E.# 58705 Head, Sill and Jamb Anchor Quantities Into Wood or Metal (Anchor Types 1 -4) Anchor Description Anchor TYPe "A" or "B" Dimension (In) _ 24 30 38 42 48 54 60 67.875 Anchor Location" 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 "B° or "A° Dimension O) E 36 Jamb 3 3 4 3 4 3 4 3 4 3 4 3 4. 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 ~ 3 r Head/SM 2 2 2 2 3 3 3 3 4 4 3 4 3 5 4 5 4 5. 5 5 5 6 5 6 5 6 6 6 6 7 6 7 6 Jamb 4 4 5 4` 5 4 5 4 5 5 6 5 5 5` 55 5 56 5 5 5 6 5� 5 5 6 5 5 5 8 5 Head/S61 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 6 5 6 6 7 8 6 8 7 8 7 7 8 7 Jamb 5 5 6 5 6 5 6 5 6 6 6 6 6 6 7 6 6 8 7 8 7 6 7 6 7 6 7 6 7 6 7 6 Head/Si0 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 6 5 6 6 7 6 7 6 7 6 8 7 8 7 67.875 Jamb 6 6 7 6 7' 8 7 6 7 6 7 6 7 7 8 7 7 7 8 7 7 7 8 7 6 7 8 7 6 7 8 7 Head/Sill 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 6 5 8 5 6 6 7 6 7 6 7 6 8 7 8 7 72 Jamb ; 6 6 8 6 7 6 8 6 7 7 8 7 7 7 8 7 7 7 9 7 8 7 9 7 8 7 9 7 Head/SIH 2 2 2 2 3 3 3 3 4 3 4 3 5 4 6 4 5 5 6 6 6 6 7 8 7 6 7 6 76.8 Jamb 7 7 8 7 8 7 8 7 8 7 8 7 8 8 8 8 8 8 9 8 8 8 9 8 9 8 9 8 Head/Sill ; 2 2 2 2 3 3 3 3 4 3 4 3: 5 4 5 4 5 5 6 5 6 6 7 8 7 6 7 6 84 Jamb 7 7 9 7 8 7 9 7 8' 8 9 8 8 8 9 8 8' 8 10 8 9 8 10 8 Headlsill 2 2 2 2 3 3 3 3 4 3. 4 3 5 4 5 4 5 5 6 5 8 8 7 6 85.3 Jamb 7 7 9 7 8 7 9 7 8 8 9 8 8 8 9 8 8 8 10 8 9 8 10 8 Head/S01 ' 2 2 2 2 3 3 3 3 4 3 4 3: 5 4 5 4 6 5 6 5 6 6 7 6 Jamb 8 8 10 6 9 8 10 8 9 9 10 9 9 9 10 9 9 9 11 Head/SIB 2 2 2 2 3 3 3 3 4 3 4 3. 5 4 5 4 5 5 6 5 109.7 Jamb 9 9 12 9 10 9 12 9 10 10 12 10 10 10 12 10 2 2 2 2 3 3 3 3 4 3 4 3 6 4 5 4 . Width and - Height dimensions maybe reversed to locate anchor quantities on the table. if so, the Head /Sill and Jamb roan must also be reversed so that the longer dimension gets the most anchors. Head/Sill , 120 Jamb 10 10 13 10 11 10 13 10 11 11 13 11 Head/Sill 2 2 2 2 3 3 3 3 4 3 4 3 128 Jamb 11 11 13 11 12 11 13 11 12 12 13 11 Head/Sifl 2 2 2 2 3 3 3 3 4 3 4 3 145 Jamb 12 12 15 12 13 12 16 12 Head/SOl 2 2 2 2 3 3 3 3 NOTES: 1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 145° NOR CAN THE WINDOW AREA EXCEED 32FT'. 2. FOR SIZES NOT SHOWN, ROUND Ile TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS °A° AND "B") MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. °AO DIM. Ann Anchor Description Substrate Min. Edge Distance Min Embed- merit #12, Steel screw (G5) S. Pine 0.864" 1.375" 1 #12, Steel screw (G5) : Stl. Stud, Gr 33 0.324" .048'/18Ga #12, Steel screw (G5) Alum. 8063 -TB 0.324" 0.125" #12, Steel screw (35) A36 Steel 0.324° 0.125' #14, Steel screw (815) S. Pine , 0.964" 1.375" 2 #14, Steel screw (35) Stl. Stud, Gr33 0.361" .048 " /18Ga #14, Steel screw (G5) Alum. 6083.16 0.381" 0.125" #14, Steel screw (35) A36 Steel 0.361" 0.125" 3 1/4" Steel (Macon S. Pine 1" 1.375° 114" 410 SS CreteFles S. Pine 1" 1.375° ' 4 5/16" Steel Ultsacon S. Pine 1.28° 1.375" °A° & "8" DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-*-- °B" DIM. -- -y DIM. "B" DIM. R 1/31 R OMPLEE RED A D O GMIZ PON TO INCLUDE R .3/..31/10 C P LA Mood er. F.K. gond By: Dots: 4/4/07 Rerisloton B Revislmu: NEW SHEET ,horn B, O"t= Ehm:N"d sofa: FJC 7114103 1070 TECHNOLOGY ERNE N. VENICE, FL 34275 P.O. 80X 1529 NOKOMIS. FL 34274 Damipllom ANCHORAGE, WOOD SUBSTRATE ALUMINUM PICTURE WINDOW, IMPACT PVV1 -701 4°dc NTS som 6 m 8 Wooing No. 4259-4 Roe G FRODUCTREVISED Baddlos Code Assiginas No :US /, � q+ •' Fat A Lynrt Wig; P.E. P.E.# 55705 Head, Sill and Jamb Anchor Quantifies into Masonry (Anchor Types 5-7) Anchor Description Anchor Type ' "A" or "8" Dimension (in) 24 30 38 42 48 54 60 67.875 Anchor Location* 5 6 7 • 5 6 7 6 6 7 5 6 7 5 6 7 5 6 7 5 8 7 5 8 7 I"9" or "A" Dimension on (In) Jamb 4 3 3 4 4 3. 4 4 3 4 4 3: 4 4 3 4 4 3 4 4 3 4 4 Head/SW 2 , 2 2 3 3 3 4 4 3 5 ' 5 , C 5 5 4 8 8 5 8 6, 5 7 7 6 48 Jamb 5. 4 4 5 5 4: 5 5 4 6 5 5 6 5 5 6 5 5 6 5 5 6 5 5 Head/SIWI 2. 2 2 3 3 3. 4 4 3 5 5 4' 6 5 5 7 6 6' 7 6 6 8 7 7 60 Jamb 6 5 5 6 8 6 6 6 5 7 6 8 7 8 6 7 6 8. 7 8 6 7 6 6 Head/Sill 2 2 2 3 3 3 4 4 3 5 5 4 6 5 5 7 8 6. 7 6 6 8 7 7 67.875 Jamb 7 6 6 7 6 6 7 7 6 8 7 7.8 7 7 8 7 7 8 7 7 8 8 7 Head/Sil 2 2 2 3 3 3 4 4 3 5 5 4 6 5 5 7 6 6 7 6 6 8 8 7 Jamb 8 8 8 8 7 6 8 7 6 8 7 7 9 7 7 9. 7 7. 9 8 7 Head/Sill 2 2 2 3 3 3 4 4 3 5 6 4 6 6 6 7 6 6 7 6 6 76,8 Jamb 8 7 7 8 7 7 8 8 7 8 • 8 8 9 8 8 9 8 8 9 8 8 Head/Sill 2 2 2 3 3 3 4 4 3 5 5 4 6 8 5 7 6 6 7 6 6 Jamb 9 7 7 9 8 7 9 8 7 9 8 8 10 8 8 10 8 8' Head/Slg 2 2 2 3 3 3 4 4 3 5 6 4 6 6 5 7 8 6 85.3 Jamb 9 7 7 9 8 7 9 8 7 9 8 8 10 8 8 10 8 8 Head/Siil 2 : 2 2 3 3 3 4 4 3 5 5 4' 6 5 5 7 6 6 96 Jamb 10 8 8 10 9 8 10 9 8 10 9 9 11 9 9 Head/SW 2 2 2. 3 3 3 4 4 3' 5 6 4 6 6 109.7 Jamb 12 9 8 • 12 10 9 12 10 9 12 10 10 Head/Sal 2 2 2 3 3 3 4 4 3 5 5 4 .1AAdth and Height dimensions may be reversed to locate anchor quantities on the table. if so, the Head/5111 and Jamb rows must also be reversed so that the longer dimension gets the most anchors. 120 . • Jamb 13 10 10. 13 11 10 13 11 10 Head/Sill 2 2 2 3 3 3 4 4 3 128 • Jamb 13 11 11 13 12 11 13 12 11. Head/SW 2 2 2 3 3 3 4 4 3, 145 Jamb 15 12 12 15 13: 12 Head/SW 2 2 2 3 3 3 NOTES: 1. ANY ONE SIDE CANNOT BE MORE THAN 145" LN.Q HAVE AN AREA OF MORE THAN 32FT'. 2. FOR SIZES NOT SHOWN, ROUND 1! _P TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION, 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS A" AND 'B ") MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE. THIS SHEET). 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. F DIM. L Anode 'NOB Anchor Description Substrate Min. Edge Distance Min. Embed- Embed - merit 5 1/4" Steel Ultracon Hollow Block 1' 1.25" 1/4" Steel Ultracon ' 2.7k Concrete 1' 1.375" 6 1/4" 410 SS CreteFlex Hollow Block 1' 1.25" 1 /4" 410 SS CreteFlex 3.35k Concrete 1" 1" 7 5/16° Steel Ultracon Hollow Block 1.563" 1.26' 6/16" Steel Ultracon 3.5k Concrete 127 1" "A" & "B" DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. "B° DIM. ---01 "A" I DIM, " "B" DIM. Raved Hy: J.R. Rciad By: F.K. balm 3/31/10 Data 4/4/07 Revsd Br e: brawn by Data F.K 7114103 RerrBiore: C Revisioae: B INFORMATION FOR LMGER REORGANIZATION TION TD INCLUDE NEW SHEET Jlevidane: Checked Wade: 070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ANCHORAGE, MASONRY SUBSTRATE ALUMINUM PICTURE WINDOW, IMPACT S,,t,, /KOde1: Sege: SMd: Bmrdnp No. PYW7D1 NTS 7 a 8 4258 -4 PRODUCTREVISED e ■�tpiosalasi onalida wmcyermuBWj J t,YN►d•M/(��', ,i R?<■titQSE �. 5■T0S _ • r� INTEGRAL FIN FRAME O MAT'L: 6063 —T5 DWG NO. 4256A .970" .050" 7/16" LAMI GLASS BEAD ® DWG Np 4255 .975" 1-1/16" LAMI 1.G. GLASS BEAD (Th MAT'L: 6063 —T5 DWG NO. 4254 INSTALL. FASTENER COVER 13 DWG NO. 2245 062° —"—{ h 2.784° — FLANGED FRAME O MAT'L: 6063 —T5 DWG NO. 4253 ITEIfl . DWG # PART # DESCRIPTION 1 4256A 64256 Integral tin frame head, sill & jamb 2 4253 64253 Flanged frame head, sill &jamb 7 1155 781PQX #8 x 1 Quad PH SMS stainless steel 8 Schnee - Morehead SM5504 acryl -r narrow joint sealant or 10 4255 64255 7/16 lama glass bead 11 4254 64254 1 -1/16 lama I.G. glass bead 12 1224 61P247 Vinyl bulb weatherstrip (thick) 13 4224 installation fastener cover 14 Dow Corning 899 glazing sealant or equivalent 15 Dow Coming 995 silicone structural sealant, black 17 7/16" lam! glass: 3/16" annealed - .090 DuPont Butacite or Saflex KeepSafe Maximum PVB interlayer- 3/16" heat strengthened 18 14116" land 1.G. glass: 3/16" heat strengthened outboard - 7/16" airspace - 3/16" annealed - .090 DuPont Butacite a. Saflex KeepSafe Maximum PVB interlayer - 3/16" heat strengthened 20 4262 64262 Architectural corner key 21 7116" lams glass: 3/16" heat strengthened - .090 DuPont Butacite or Saflex KeepSafe Maximum PVB interlayer - 3/16" heat strengthened 1 -1/16" lami I.G. gla= 3/16" heat strengthened outboard - 7116" airspace - 3/16" heat strengthened - .090 DuPont Butacite or Saflex KeepSafe Maximum PVB interlayer - 3/16" heat strengthened [lewd By: J.R. Date: 3/31/10 Ravider. C ORONEFR �G REORGANIZATION TO INCLUDE N INFORMATION LARGER WINDOWS. Red By: Dale: Redsfms Revad By Oat» Dram By F.K 711'4/ai checked Eycatc 1970 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Dosesipttorc EXTRUSION PROFILES & PARTS LIST iN2 ALUMINUM PICTURE WINDOW, IMPACT Sarin/made: PW-701 » DroMny N. 8 w 8 l 4259 -4 NtODUCTIRWISEU s °°mig7 ocitt. t4s Praeidr to 11. ```111111III/1//i $1 4, 3.01° • 1 1 1 •R FPO! (<°�C9 /It /FSSIONP A. Lynn Miller, P.E. P.E.1 56705 i NOTICE OF COMMENCEMENT A RECORDED COPY //LUSTRE POSTED ON THE JOB SITE AT ME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO, )/ SAO (00/ th/t STATE OF FLORIDA: COUNTY OF AMAMI-DADE: THE UNDERSIGNED hereby 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 woperty and street/address: &.( Itj1 St#414Z.s.S Lor 3, &k6 .-Pfs lo -31 de .z sr "v/1g 37 2. Description of improvement: VI 14-poo a. (-Rd.W8 e...1-11-- III 111 1111 1111111111 111111111111111 III lilt VFW 2011R0637401. OR &k 27834 Ps 28091 (1ps) RECORDED 09/22/2011 0911344 HARVEY RUVIH, CLERK OF COURT mani-DE COUNTY FLORIDA LAST PAGE 3. Owner(s) name and address: r.6.12,.Kb AL r-lt-tks as it 35/ Interest in propeity: Name and address of fee simple titleholder. 4. Contractor's name and address: --ri iriltirbobfS 500 11/40 2_ 11- 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes .Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from' the date of a different date is specified) Sign re of Owner Print Owner Name ak as„. mit1-411r5 e e this fw, day of Sworn to a • s ribed bef Notary trite •A, :114 • Print 'sN. . 'c.t. NlyCommiSsion .11112M14 .12 2011 , t re redb STATE OF FLORIDA, COUNTY OF DADE HEREBY CERTIFY that this 45 a true copy Dime origig at filed on this office on day of SIP 22 2011 , 0 20 voiNE ,=- - ciala.9. • ALI! rE71044 LI r Pr4 GOO W5 A TA of Rot EiAiirst son. 2 Craninississ # .E6 Titan Bonded Through tiationlaavyAsat 1. - ' , mower k 14114411 rt, CERTIFICATE OF LIABILITY INSURANCE DATER DIT 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(Iea) must be endorsed. if SUBROGATION IS WAIVED, subject to the terms rind condition of the policy, certain poitcles may require en endorsement. A statement on this certlflcate does not. confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER Great Florida Insurance 3814 S.W. 8th Street Cor l Gables, FL 33134 Phone (305) 461-3232 Fax 461 -3231 _CtlN7Aar NAME Ne Er: (305) 461 -3232 I 'aft). (305) 461 -3231 East MII(ECGREATFLORIDA.COM mats s) AFFORDING COVERAGE NAIC S iNsuRERA: Madison Ibsurence Company .1305) INSURED Triton Windows Distributors Inc 5001 SW 72nd Ave Miami, FL 331 ar DIMMER e r EAt;H OCCURRENCE INSURER C ; DAMAGE TO RENTED PREMISES (Ea odcnrenta). INSURER D: • COMMERCIAL GENERAL - LIABILITY INSURERS $ INSURER F : 0 CATE NUM THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PER OD 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 BYTHE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. L'ITtR.. TYPE OF INSURANCE II SR yyVD POLICY NUMBER (MMM/D�D/YYYY); ICy LIMITS A GENERAL LIABILITY _ EAt;H OCCURRENCE DAMAGE TO RENTED PREMISES (Ea odcnrenta). $ • COMMERCIAL GENERAL - LIABILITY MED EXP (Any one person $ • ❑ CLAIMS -MADE >,.._J OCCUR 0 PERSONAL & ADV INJURY $ • GENERAL AGGREGATE !s: GENII AGGREGATE LIMIT LIES PER- PRODUCTS - COMP/OP AGO $ ❑ POLICY DEC • LOC $ AUTOMOBILE LIABILITY SINGLE LIMY l COMBINED accident) BODILY INJURY (Per wean) $ • ANY AUTO • ALL ■ AUTOS PROPERTY DAMAGE $ HIREDAUTOS N AUTOS NEO $ CI o UMBRELLA UAB ® OCCUR CLAIMS-MADE EACH OCCURRENCE $ AGGREGATE $ EXCESS MB al $ D-- RETENTION 9 A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANY PROPRIETOR/PARTNER/EXECUTIVE N ! A WCV0002666 09/23/2011 09/23/2012 WI wGG K pq�(� Q TOR E E.L. EACH ACCIDENT $ 500,000.00 ESL. i71SEASE • EA EMPLOYE $ 500,000.00 OFFICER/MEMBER EXCLUDED? (Mandatory io NH) Y E.L. DISEASE - POLICY LIMIT $ 500,000.0() if yyeasa describe under OF OPERATIONS below DESCRIPDON DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more eparye is required) - - - - - - A MINE= I- ATIf1►t CERTIFICATE HOLDER Miami Shores Village Building Department 10050 Northeast 2 Avenue Miami Shores. Florida 33138 SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE.THEREaF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2010105) CIF 1988.2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are mglstered marks of ACORD