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WS-10-1229Inspection Number: INSP- 147936 Permit Number: WS -7 -10 -1229 Scheduled Inspection Date: August 03, 2010 Permit Type: Windows /Shutters Inspection Type: Final Owner: HEGEDUS, IRENE Work Classification: Window /Door Replacement Inspector: Bruhn, Norman Job Address: 550 NE 102 Street Project: <NONE> Miami Shores, FL 33138- Contractor: TRITON WINDOW DISTRIBUTORS Building Department Comments August 02, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Phone Number (305)725 -0672 Parcel Number 1132060171041 Phone: (305)716 -4900 WINDOW REPLACEMENT 13 WINDOWS Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Page 12 of 31 A RECORDED COPY MUST DEPORTED ON THE JOB SITE.AT.TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 1156 lo ti STATE OF FLORIDA: COUNTY OF MIAMI -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 11111111411111111111111111111111111111 1. Legal description of property and street/address: r A M 1 oQES CQL' _ •4 Lvr L 4 t / a +.a, 7 ELK NI 550 4nbrI4sr I r MiM , as (3g 2. Description of improvement: WI f.CDD rot) p /P-Cepd 1" CF'N 2010R0399 X05 OR Bk 27318 Ps 32613 tips) RECORDED 06/14/2010 12:06 :28 HARVEY RUVIH, CLERK OF COURT MIACII -DARE COUHTYr FLORIDA LAST PAGE 3. Owner(s) name and address: (oe bt.' S f; �b l le 16.2 Sr, atickft / 3g/31 Interest in property: Name and address of fee simple titleholder. 4. Contractor's name and address: 11IT))1 1N, l krD?k.t) )i4(2 Bongs 5b)I 1Jt) 7Z , Pit A 1 j, JICo 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 Uenor'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 recording unless a differ Si • ature of Owner r Print Owner's Name 4. �'1 t O5 Sworn to and subscribed before me this 4 day of - 7K4 nC 2013 . a� Damien= s £tpltM 0 0D Z4487 MIRE& OCE 11401 123.01-52 PAGE 5l52 Notary PubI_, A (AA £/ .1 . A t' ._ Print Notary's Name frJ My commission expires: ( . 1 I ) 20 11 Prepared by C D Address: not 1.1. 0) 12.. ) fvtchopi t SaLid WTTO .it.CAWCT (33? E2 �l W:7N CEhTIFY tai UT's is eritonol L7o ; rs ofit il on 0 copy cn'u of 9 C; t V HARV�1 c; C iC <Jii c:7'ri.r t,CW.;:1f B • // BUILDING PERMIT APPLICATION FBC 2004 Owner's Name (Fee Simple Titleholder) City Miami Shores Village FOLIO / PARCEL # 'o c` 'Miami Shores Village g Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): Buildin 1 Mechanical Roofing Owner's Address 55) s2 - City )✓4 , l.t Tenant/Lessee Name Electrical Plumbing State Zip 33 / 3g Phone # Job Address (where the work is being done) 55 Nig 10 a. S1 County Miami -Dade Permit No. WS ( V " 122--1 Master Permit No. Zip 331ST /1 3P-1& - D/ 1 /00 Ls Building Historically Designated YES NO_ Contractor's Company Name T19 � i A pu) 2 5i 1 braes Phone # (SOS ) '7 110 •' ` b b Contractor's Address 5 1 kj 7.2 a City Nl t X0 1 State 7 Zip 3 3 / 1, ( Qualifier Name Ji1 e3o1 ro he.OSTA Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 9, soo Square / Linear 'Footage O-fWVork: ° `-- Type of Work: DAddi • on Describe Work: Alteration DNew. JUL 0 <' 2010 I] Repair/Replace ❑ Demolition *** * * ** * ** * ** *, rat * *** * ** * * * * ** ** * **** ** F * * ** **** ** ****** * * * * ** ** ** * * * ** Submittal Feel 5L-CC Permit Fee $ 03.. CF C $ ( . 00 CO /CC 1 i1� ^ a Notary $ Training/Education Fee $ .o0 Technology Fee $ 6• �„ Scanning $'ROD Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -+ 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 commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged . _ V Signature (Revised 02/08/06) Owner or Agent The fore ing instrument was acknowledged before me this day ofTi_ 4 rC. , 20 10, by Trc r'e. 1 P , who is personally known to me or who has produced]'jr L 1 C C-rnSe. As identification and w did take an oath. 0>1 Kar Ca R7t ena't`e NOTARY PUBLIC: f DD724487 SMRES: OCT. 11. 2011 AARONNOTARY m �I Irti1,�/V lGl C G My Commission Expires: C. .:I . 1 1, 2 O1 1 APPLICATION APPROVED BY: � 7/' Signature The foregoing instrument was acknowledged before me this II day of Q i 20 _a, 4/4 % 9 wits person _ Alt o me or who has produced Contractor as identification and who did take an oath. Plans Examiner Engineer Zoning * Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds /Baths: 3/2 Floors: 1 Living Units: 1 Adj Sq Footage: 2,360 Lot Size: 8,625 SC) FT Year Built: 1979 $50,000/ $322,687 MIAMI SHORES SEC 4 City: AMD PLAT PB 15 -14 Legal LOT 6 & E1/2 LOT 7 BLK Description: 94 LOT SIZE 75 X 115 OR 15550 -2391 0692 1 COC 25607 -1148 04 2007 5 Year: 2009 2008 550 NE 102 ST Applied Applied Taxing Authority: Exemption / Taxable Exemption/ Taxable 50 NE 102 ST MIAMI FL Value: Value: Regional: $50,000/ $322,687 $50,000/ $505,256 County: $50,000/ $322,687 $50,000/ $505,256 City: $50,000/ $322,687 $50,000/ $505,256 School Board: $25,000/ $347,687 $25,000/ $530,256 Folio No.: 11 -320 -017 -1041 Property: 550 NE 102 ST Mailing IRENE S HEGEDUS Address: $225,579 $276,458 50 NE 102 ST MIAMI FL $372,687 33138- Year: 2009 2008 Land Value: $147,108 $278,798 Building Value: $225,579 $276,458 Market Value: $372,687 $555,256 Assessed Value: $372,687 $555,256 Year: 2009 2008 Homestead: $25,000 $25,000 2nd Homestead: YES YES Miami -Dade My Home Text only My Home miami. ade.gov. Show Me: Property Information Search By: Select Item Property Appraiser Tax Estimator 411 Property Appraiser Tax Comparison 11 Portability S.O.H. Calculator Summary Details: Property Information: Assessment Information: Exemption Information: Taxable Value Information: Sale Information: Sale Date: 10/2009 Page 1 of 2 ACTIVE TOOL: SELECT Aerial Photography - 2009 ion Web Site © 2002 Miami -Dade County. All rights reserved. My Home 1 Property Information 1 Property Taxes 1 My Neighborhood I Prooertv Appraiser Home' Using Our Site 1 Phone Directory 1 Privacy 1 Disclaimer 0 112 ft If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Legend N Property Boundary Selected Property ed Highway j Miami -Dade County ▪ Water Street http: / /gisims2. miamidade .gov /MyHome /propmap.asp 7/7/2010 E OF F7 v!!"n ArliPSINESS, . AND . ItscoDATtON '..0 .9... 09700 ,►, IZA' X = RS.INC INC text4 APTORZ BUSINESS 3 A i ti ALIFIER. ISS QU A t ZWIRD under **prowls ions ch.48 9 710,0 • IS g1STI7IED under the provisions of ch.489 s8 • gprta�:I VC3> X3],. D4900700205 ,06/25/2010 13:23 3052750890 1 DATE( fD0f1M'.) - A c ,Rril CERTIFICATE OF LIABILITY INSURANCE 1 0825/10 THIS CERTIFICATE 15 ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER, THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. _ -- IMPORTANT: If the cettineste holder Is an ADDmoNAL INSURED, the pency(Ias) must be endorsed. d SUBROGATION I9 WAIVED, sub)eat to the terino and conditions Otte pansy, certain policies may require an endorsement. A statement on this cartiflcnte does not confer rights to the certificate holder In lieu of such endorsement(sL PRODUOER Amtrust insurance Group try o Rtah 10300 Sunset Dr. Suite 315 Miami FL 33173 INSURED stratum Ai Granadaln -urand _ • C0m an _P .y.,,_.. ...... • . Triton Window Distributors 5001 NW 72nd Ave Miami, FL 33188- (305) 559 -9800 LINSURERF: COVERAGES —� —� CERTIFICATE NUMBER: REVISION NUMBER: _ .. . INDICATED, NO INMISTAND NG ANY EQUIREM TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT Wmi RESPECT TO CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED V( THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIM N REDUCED BY PAID ITS SHOWN MAY HAVE BEE D CLAIMS{ -- .�.____. .... -._ —. R _ :, _ , LB I TYPL OF FOUL"( NUMBL t __• p .IIG.lf�l0��� AI 1kAn • __ .. »._ . . L a IN9_UR AN06 INS Y+IVD_ _ QACM oceURRENCE T a _ _ 1,000,000.00 eael+IeltAl LIABILITY _ • — 100,000.0 0 ( cDMMERCIAL GENERAL LIAea_ rf MED EXP & Apv INJU B Pemanl _ _ — 1,0 5 00 , _ 00 000, 0.0 i0 ❑ sums-Noe [i DCCUR 0185F1.00009250 05/11/2010 05/11/2011 +— NAL P.t3RSO„ 4 GENERAL AGGREGATE $ 1,000,000.00 PRODUOTB•- COMPIOPAGO a .... _1 1 0 . 6a,0 . .9 .6 40 t — COMBINED SINGLE LIMIT $ (Ee ecaIdern) _ $ BODILY INJURY _ (Per person) 0 _.. ... __. . EODILY INJURY (Per eodnent S _ PROPERTY DAMAC S (Pnreeddentl • _ Y .. _..._._.. — _- EAOH0CdURRENOE 5 - . ASSREGATE • ....._.. . .11 . .. A War' _. STOUIERID.fl: _...__ . •• - - - -- . . Phone (305)275 -0810 Fax (305)275 I REUR1950 aPF01?oiNO o0VERA_E 1 I ❑ . -. .— — GEN'L AGGREGATE LIMIT APPLIES PER: `® POLICY Q J.7 _... a LOC AU TOMOBILE UABIUTY ❑ ANY AUTO [" OWNED NED AUTOS ry l 1 I SCHeouLeO AUTOS U HIRED AUTOS a ❑ NON -OWNED AUTOS • ❑ 1 ❑ 6MBRE:4* Lws 0 =OUR D =ass LIAR OL,AIMS.MADE • ❑ DEDUCTIBLE © RETENTION a worixERS OOMPENBAnDN AND EMPLOYERS LIABIUSY ANY PRO_PtuETQRfPARTNEweNECUTIVE OFFICEwME` 0 EAR EXCLUbDEED? L N I A r aster/ i t NN) IT Yyes da bb und p5S�RIPTION OF QPERATIONS_balow DESCRIPTION OF OPERATIONS r LOCATIONS f VEHICLIsS PLUMBING CERTIFICATE HOLDER_ _� ACORD 25 (2009/09) CF Miami Shores Village 10050 NE 2nd Ave Miami Shores, Fl 33138 AMTRUST INSURANCE . h aUSLIRER C I I sURP.R _.__. . -. (Attach ACORD 101, AdditloMl Remarks ScheduIo, H more mace le .aquIrod) AUTHORIZED REPRESENTATIVE L. . 70RYL1 _r--I e - .__... t .I. EAC AOOI,D ! E L DISEASE - EA E PPLOYE S — E.L. DISEASE - POLICYLIWT , 5 PAGE 01 CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED PoUCIES BE CANCELLED BEFORE THE EERD DATE i T THEREOF, BE DELIVERED IN B. .� ,- •• *'��.��~�� ... oaf' @ 1958 -2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD THE POUCIES OF INSURANCE LISTED HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POUCY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OF MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES: AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LT LTR R ADM INSRD • TYPE OF INSURANCE POLICY NUMBER D TPM Mlpp Pou DATE (MM YYY LIMITS A • GENERAL LIABILITY EACH OCCURRENCE MI COMMERCIAL GENERAL UABIUTY DAMAGE TO RENTED PREMISES (Ea occurrence) MED EXP (My one person) 1 1 CLAIMS MADE • OCCUR PERSONAL & ADV INJURY . GENERAL AGGREGATE • GEM. AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP /OP AGG • POLICY • PROJECT • LOC AUTOMOBILE LIABILITY COMBINED SINGLE UMIT (Ea accident) • ANY AUTO BODILY INJURY (Per person) • ALL OWNED AUTOS • • SCHEDULED AUTOS • HIRED AUTOS BODILY INJURY (Per accident) • NON OWNED AUTOS • PROPERTY DAMAGE (Per accident) • GARAGE UABIUTY AUTO ONLY EA ACCIDENT OTHER THAN EA ACC • 1 ANY AUTO • AUTO ONLY: AGG A EXCESS / UMBRELLA LIABILITY WSAUIEC12086601 • 09/23/2009 09/23/2010 EACH OCCURRENCE AGGREGATE • OCCUR I CLAIMS MADE II WORKERS EMPLOYERS' ANY PROPRIETOR OFFICER (Mandatory If yes, SPECIAL I • DEDUCTIBLE • RETENTION $ COMPENSATION AND LIABILITY / PARTNER / EXECUTIVE / MEMBER EXCLUDED? In NH) escribe under PROVISIONS below 0 WC STATU- IN OTH- TORY LIMITS ER E EACH ACCIDENT 100,000 E.L. DISEASE - EA EMPLOYEE 100,000 E.L. DISEASE - POUCY UMIT 500,000 OTHER DESCRIPTION Window OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT/ SPECIAL PROVISIONS Installation and Sales/Window Distributors PRODUCER Great Florida Insurance 3814 S.W. 8th Street -- Coral Gables, FL 33134 Phone (305)481 -3232 Fax (305)481 -3231 INSURED Triton Windows Distributors 5001 NW 72nd Ave Miami, FL 33166 CERTIFICATE OF LIABILITY INSURANCE THIS CERTIFICATE IS ISSUED A$A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE INSURER A: SUA INS COMPANY INSURER B: INSURER C: INSURER D: INSURER E: DATE (MM/DD/YY) 09/23/09 NAIC # COVERAGES CERTIFICATE HOLDER ACORD 25 (2009101) OF CANCELLATION Miami Shores Village 10050 NE 2 Avenue Miami Shores, Florida. 33138 Fax: 305- 716 -9844 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR UABIUTY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE Miguel Carcas © 1988-2009 ACORD CORPORATION. All rights reserved The ACORD name and logo are registered marks of ACORD ALEX SINK CHIEF FINANCIAL. OFFICER PERSON: ACOSTA FEIN: 200892588 BUSINESS NAME AND ADDRESS: TRITON WINDOW DISTRIBUTORS INC 5001 NORTHWEST 72ND AVE FL MIAMI 33166 2- GLASS ETCHING PLEASE CUT OUT THE CARD BELOW DWC -252 CERTIFICATE OF ELECTION TO BE E$EMPT REVISED 09 - 06 STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION FROM FLORIDA V. CUT HERE 02 -16 -2009 ORKERS' COMPENSATION LAW * * CERTIFICATE OF ELECTION TO BE EXEMPT CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt. from Florida Workers' Compensation law. EFFECTIVE DATE: 02/18/2009 EXPIRATION DATE: 02/16/2011 ALEJANDRO SCOPES OF BUSINESS OR TRADE: 1- GLAZING I only der this the IMPORTANT: �. not cover or under th s chapter. Pn a u aat l to Chapter 440.05021, elects chapter 440.05(121, F.S., of el filing ectionto be ex certificate empt....pp election Hadar s y eleciont to b be e xe m pt or all trade be i s bjecto1 the revocation if, election eany time exempt Pursuant to Chapter 440.0508), filing al the notice or the issuance of the s certificate, o the exempt named aonthe certificates notice or elect e of the person certificate no leafier meets the requirements of this section for isseauee of a certificate. The department shall revoke a certificate at any time for QUE STIONS? (850) 413 named on the certificate to meet the requirements of this section DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 -06 AND RETAIN FOR FUTURE REFERENCE * Carry bottorn portion on the job, keep upper portion for your records. ** STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DMSION OF WORKERS' COMPENSATION CONSTRUCTION INDUSTRY NOBS' o LEC CN LAW EXE FROM FLORIDA EFFECTIVE 02/16/2009 EXPIRATION DATE: PERSON ALEJANDRO ACOSTA FAIN: 200892588 BUSINESS NAME AND ADDRESS: TRITON WINDOW DISTRIBUTORS INC 5001 NORTHWEST 72ND AVE MIAMI, FL 33188 SCOPE OF BUSINESS OR TRADE 1- GLAZING 2- GLASS ETCHING 02/16/2011 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 440.05112), 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 WIE" iiVE' a a e 'F-.10.1 SEEOThEHSIDE SEE OTHER SIDE DO NOT FORWARD •■•,, • . : 33 TRITON WINDOW DISTRIBUTORS INC ALEJANDRO ACOSTA PRES 5001 NW 72 AVE MIAMI FL 33166 179 DO NOT FORWARD TRITON WINDOW DISTRIBUTORS INC ALEJANDRO ACOSTA PES 5001 NW 72 AVE MIAMI FL 33166 2764 1 1 1 1 11 $1111 111 . 1413JPOSTAOE , • R.RST-CLASS -014:POSTAGE FL 130 O. 231 • MIAMI -DADE COUNTY TAX COLLECTOR 140 W. FLAGLER ST. 1st FLOOR MIAMI, FL 33130 2009 MUNICIPAL CONTRACTOR'S 2010 FIRST -CLASS TAX RECEIPT U.S. POSTAGE MIAMI -DADE COUNTY - STATE OF FLORIDA PAID PURSUANT TO COUNTY CODE SEC. 10-24 MIAMI, FL EXPIRES SEPT. 30, 2010 PERMIT NO. 231 RECEIPT Na 30- 6498331 Tee %VTA BIL T B l� N 1I�j�QC' 9S RIBUTORS INC BUSINESS AS A CONTRACTOR K 5001 NW 72 AVE AS SPECIFIED HEREON. OWNER :TRITON WINDOW DISTRIBUTORS INC 5EE BACK OF RECEIPT F A LIST OF NON - PARTICIPATING MUNICIPALITIES Receipt holder must register in the city where work is to be done. PAYMENT M 7�Y� �� C(pYfl9 1 000175.00 «. SPECIALTY BUILDING CONTRACTOR DO NOT FORWARD TRITON WINDOW DISTRIBUTORS INC ALEJANDRO ACOSTA PRES 5001 NW 72 AVE MIAMI FL 33166 68 1„ it,,,. tt„ „11,1t,,,t1,,,ta„t1,I„1 ►t„1I1t1 tt +111�r SUBJECT CO CCMPL!ANCE WITH ALL FEDERAL STATE AND LX. UN .Y r ULES AND REGULATIONS BLDG DEPT ZONING DEPT ARPROVED W Iv t22� BY •V DATE • • ••• • • • ••• •• •• • • • rE • _• p v •• • • • • • • • • • • • • •• • V AWN ENTRANCE • • • • • CUSTOMER INFORMATION Irene Hegedus 550 Northeast 102 Street Miami Shores, Florida 33138 Alir • • • • • •• • • 1•S • •• •• • • • • •. • • • • ••• • EGRESS .. EGRESS GUEST ROOM BEDROOM 1 TYPE: Aluminum Impact Casement Wndow SIZE: 74" x 38 3/8" 5/16" AN/HS NOA: 08- 0117.11 F ik • ••• • • • ••• •• •• • • • •• TYPE: Aluminum Impact Casement Window SIZE: 74" x 50 5/8" 5/16" HS/HS NOA: 08 -0117.11 TYPE: Aluminum Impact Casement Wndow SIZE: 74" x 50 5/8" 5/16" HS/HS NOA: 08- 0117.11 TYPE: Aluminum Impact Casement Window SIZE: 74" x 38 3/8" 5/16" AN/HS NOA: 08- 0117.11 EGRESS BEDROOM 1: TYPE: Aluminum Impact Horizontal Wndow SIZE: 37" x 26" 5/16" AN /AN NOA: BATHROOM SIZE: 74" x 38 3/8" 5/16" AN/HS NOA: 07 -0815.09 08 -0117.11 SIDE'.iGHT) • ••• • • • • • • • • • • —• • • ••• • • • • • •••• • • • . • •� • • • • • • • • • • • • • • ••• • r•:• • • •• ••• .•• • • • • • • • • • • ••• • • • • •• • • • • • • • •• • • • • ••• •• EGRESS OFFICE ; .LAUNDRY ROOM TYPE: Aluminum Impact Casement Window TYPE: Aluminum Impact Horizontal Window SIZE: 37 "x383/8" 5/16" AN/AN NOA: 07 -0815.09 TYPE: Aluminum Impact Casement Window SIZE: 191/8 "x383/8" 5/16" AN/HS NOA: TYPE: Aluminum Impact Horizontal Wndow SIZE: 37" x 38 3/8" 5/16" AN/AN NOA: 08- 0117.11 07- 0815.09 NOA: 08- 0117.11 TYPE: Aluminum Impact Casement Window SIZE: 53 1/8" x 50 5/8" 5/16" AN/HS • • • • • • • • ••• •• •• • • • •• •• • BACK ••• • •'• 4 *• • a • • • • • ;• • . • • • • s , . MASTER BATHROOM _' EGRESS STER BEDROOM' TYPE: Aluminum Impact Casement Wndow SIZE: 111" X 38 3/8" 5/16" AN/HS NOA: 08- 0117.11 SIdE•'(tiEtT) • .. • . • • •• • • • • • • : • •• • . • • a • . • • • • ...• 8 . • • • • ++ • TYPE: Aluminum Impact Horizontal Wndow SIZE: 37" X 38 3/8" 5/16" AN /AN NOA: 07 -0815.09 TYPE: Aluminum Impact Casement Window SIZE: 74" x 38 3/8" 5/16" AN/HS NOA: 08 -0117.11 1 1 FL Casement Window 08- 0117.11 70.00 75.00 46.50 62 30 1 74" x 50 5/8" No No Yes 2 1 FL Casement Window 08- 0117.11 70.00 • J5.OQ 46.50 62.30 74" x 50 5/8" No No Yes 3 1 FL Casement Window 08-0117.11 67.94• 6 90 : :41t0 ! 62.38 74" x 38 3/8" No No Yes 4 1 FL Horizontal Slider 07- 0815.09 75.0Q.'74. 01 :_: o : 37" x 26" No No Yes 5 1 FL Casement Window 08- 0117.11 67.90 67.90 46.50 • 6 ! 2.515 74" x 38 3/8" No No Yes 6 1 FL Horizontal Slider 07- 0815.09 75.00 75.00 46.50 62.30 37" x 38 3/8" No No Yes 7 1 FL Casement Window 08- 0117.11 70.00 90.00 46.50 62.30 19 1/8" x 38 3/8" No No Yes 8 1 FL Horizontal Slider 07- 0815.09 75.00 75.00 46.50 62.30 37" x 38 3/8" No No Yes 9 1 FL Casement Window 08- 0117.11 70.00 75.00 46.50 62.30 53 1/8" x 50 5/8" No No Yes 10 1 FL Casement Window 08- 0117.11 67.90 67.90 46.50 62.30 111" x 38 3/8" No No Yes 11 1 FL Horizontal Slider 07- 0815.09 75.00 75.00 46.50 62.30 37" x 38 3/8" No No Yes 12 1 FL Casement Window 08- 0117.11 67.90 67.90 46.50 62.30 74" x 38 3/8" No No Yes 13 1 FL Casement Window 08-0117.11 67.90 67.90 46.50 62.30 74" x 38 3/8" No No Yes Miami Shores Building Department Product Approval Schedule / Comparison Chart Opening ID Description of Window or Product Acceptance Product Applavai • Owing Design Number DesIgrr•'Pre tore : : P•essure • (+ • 3ST ® PSF • • (1%01-) PSF • Door or mullion • • •• • • • • ••• •• .• • • • •. •• • • • • • . • . . • • • • • • • • . • ••• • • • • •• Address: 550 Northeast 102 Street • • • • Rough Opening Size • • Shutter Required Yes / No Permit No. Mullion Required Yes / No Impact Yes /No • • . . . ... • • • • MIAMI•DADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive Nokomis, FL 34275 SCOPE: • • DESCRIP'i1 Series "HR - 710" Aluminum Horizontal Roller Window — L.M.I. 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 .nuiamitdade.eov/buildinecode 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 • �iviaion that this product or material fails to meet the requirements of the applicable building code. • • This jroduo .ie 'approved as described herein, and has been designed to comply with the Florida Building • (!8QP, inclulling tile High Velocity Hurricane Zone. • APPROV�' Dt CUMENT: Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact ", „Owls 1 throui f1 of 11, dated 02/28/2006 with the latest revision "C" dated 04/15 /2007, prepared by PGT • • tries, fated 08/10/2007, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Prgcimpl (' Revision stamp with the Notice of Acceptance number and expiration date by the • .Miami -Daces Cp pty Product Control Division. • M4SSILE I1 W4CT RATING: Large Missile and Small Missile Impact Resistant • , j 4BELINt: 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 • • • • • among with marked -up drawings and installation diagram of XOX aluminum • :' • .. •izontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test • • ••• • • • . eport No. FTL -4858, dated 03/08/2006, signed and sealed by Edmundo ' ▪ •••• • • • Jorgaespada, P.E. • • • • ••• {Submitted under NOA# 06- 0405.06) • •. 3. :Fe 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 Ais Product Control 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 • • "• • • • s e4ed 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, • 2. "' L 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 • • • • ... b vEdmundo Largaespada, P.E. • • • • • • : f SNbmitted under NOA# 06- 0405.06) • • • •.. • .. • • . 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 Rear F.K. F.K GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGECSAWtXIN'Geft inert NDVW . • • ••• • • • • • • • • • • • • • • • • • ••• • • • • • ••• 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16" LAMI CONSISTING OF (2) LITES OF 118' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 5fi6" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) Ufr OF HEAj31;2ENGSHEN .DGLAS 8 WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. • • • • • • • • • • • • • • • • • • • • • • • • C. 5/16" LAMI CONSISTING OF (2) U WITH OF 1/8" HEAT STRENGTHENED GLASS AN .09 DUPONT BUTi41=E e MAXIMUM PVB INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) UTES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. E. 7/16" LAMI CONSISTING OF (1) LITE OF 3/16' ANNEALED GLASS AND (1) LI'I•OF 31H P2AT:S • TitEtG *IENES, LASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. • • • F. 7118' LAMI CONSISTING OF (2) UTES OF 3/16' HEAT STRENGTHENED GLASS b ".'!TH AN .010 DI PATI AG OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. 6.13116" 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) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR S1. FLEX /KEEPSAFE MAXIMUM PVB INTERLAYER I.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 (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER J. 13116" LAMI 1G: (1) LITE OF 1/8' OR 3/16' ANNEALED (M1N.) GLASS, 3116" OR 1/4° AIR SPACE AND 7/16° LAMI CONSISTING OF (2) LITES OF 3/16° 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, 3/16' OR 1/4" AIR SPACE AND 716' LAMI CONSISTING OF (1) UTE OF 3/16' ANNEALED GLASS AND (1) LITE OF 3116' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. L 13/16' LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES 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 TAXES ASTM E 1300-02. 4. ANCHORAGE: THE 33 1/3% 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. A7. REFERENCES: TEST REPORTS FTL -4858, FTL -4859 AND FTL -5330. ELCO TEXTRON NOA: 04-0721.01,03. 0225.05 ANSI/AF&PA NDS -2005 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL A 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, C41i1FIEKREIMION9f4Q1AVING THE HIGH VELOCITY L HURRICANE ZONE (HVHZ). :::;I . • Revaeay. F.K. 4/15107 C 10/17106 Dale: 5/13/06 Dram Br Dam: F.K 228/06 Revs B ReWa1mM A ADO FTL-5330 TO NOTES 78 CHG. NOTE 8 TO CURRENT EDIT. CHANGE TO ASTM E 1300-02 ADD AIR SPACE DM NOTE 1, TECH. REF. NOTE 78 NOTE 8. 323106 I 1070 TECHNOLOGY DRIVE NOKOMS. FL 34275 CessnpOrn P GENERAL NOTES - ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better setwatodet HR710 s(x seem: Dm*, ok.. NTS l m 11 4127 -10 NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST 8 EXTRUSIONS 7 CORNER DETAIL 5 ANCHORAGE 8-11 PRODUCT REVISED as cc:rallying with the Rhnida LwgGcap. Codc Acucplancc No p:r. h Date BY Miam• l � ade' Di on p E ae Robert L Clark, F.E. PE #39712 Structural t:n°CCeABy J.J. P.Q. 7OX 1629 OK O • . FL 342 Rend ay. Oa. Reuieiw°: F.K. 4/15/07 C Rena 9y F.K Bawd ay. F.K. Drawn By: F.K. Balm 10/17/06 Data: 5/13/08 Datez 2/28/08 Bevis once B Revt9lmn: A CMtlmM ay. J.J. 1/2' NOM. GLASS BITE NO CHANGE 714IS SHEET NO CHANGE THIS SHEET ADD AIR SPACE DIM. TO LAMI 1G DETAILS D • • ••• • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • ••• • • • • • ••• • • • .• • • • • • • • • • — -+— 1/8' ANNEALED OR HEAT STRENGTHENED GLASS ▪ • .090 SOLUTIA OR DUPONT PVB INTERLAYER - — 118" ANNEALED OR HEAT STRENGTHENED GLASS 5116' NOM. 5/16" LAMINATED GLASS 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED 5/16" 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 1070 TECHNOLOGY DRIVE NOKOMIS, Ft. 34275 P.O. 30X 1529 NOKOMIS. FL 34274 +-- 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 114" AIR SPACE 1/8" or 3/16" ANNEALED (MIN.) GLASS 13/16' NOM. 13/16" LAMI IG GLASS WI 7/16" LAMI SGT Visibly Better ]jk 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .080 SOLUTIA OR DUPONT PVB INTERLAYER 3/16' ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16° LAMINATED GLASS Deaaeran GLAZING DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Sariasakrid HR710 Full Shard 2 of 11 4127 -10 ‹D EXTERIOR INTERIOR E> (ALL SECTIONS) PRODUCT REVISED compt iag with the Florida Bt:i!diag Cade Accepm.^c No O ocr Expiration Datc // opWrt L Clark. P.E. PE #39712 Structural • • • • • • • • • • TABLE 1. XOX (114,1 12,1/4) FLANGE OR INTEGRAL FIN WINDOWS (F ANGF� FZN�WINDOWS W /SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 38 3/8" . •.. 48" . •.• 50 5,18" . 54" 60" 63" 84" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -6Q.0; ;65.0* 64 0 • +66.0 : -6(1:0: +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 96" A,B,G,H +60.0 - 60.0 +60.0 -60.0 +60.0 -die' '60.0 • -6Q0; +60.0 • -6OEQ• +60.0 -60.0 +58.8 -58.8 +56.2 -56.2 106 318" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 r +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.2 -55.2 +52.3 -52.3 108" A, B, G, H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 ► •}60.0. -60.0. • +6p,¢. -QQ. +60.0 -60.0 +54.6 -54.6 +51.7 -51.7 111" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 '.6. :-6i.0!. :114 •-60. +59.5 -59.5 +53.6 -53.6 +50.9 -50.9 UP TO 111" C,I • • • • • • • ••• • • • +60.0 -60.0 UP TO 111 „ D, E, F, J K,L +75.0 -75.0 TABLE 2. XOX (1/3,113,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT ALL HEIGHTS UP TO 63" _ TO 86 7/16" A'B'C' G,H,{ +60.0 -60.0 TO 86 7116" 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 GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 38 3/8" 48" 50 5/8" 54" 60" 63" 60" 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 F::3 .' 7.1 S V ISED e: ^: n:.:: c. z with the Mod& �'" e" L ` tt M or f o 66" 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 +74.2 -74.2 +70.2 -70.2 72" 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 +69.6 -69.6 +65.2 -65.2 74" 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 .".• • Ltnte r if/ = G A. GLASS TYPES: TEST REPORT F11-4858 (XO)), FTL -4859 (OX& XO) AND FTL -5330 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. 7/18" 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) 1 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 - (3/16 "A, .090, 3/16 "A) K. 13/16" LAMI IG -1/8" OR 3/16 "A, 3/16" OR 114" SPACE, 7/16" LAMI - (3/16"A, .090, 3/16"HS) L. 13/16" LAMI IG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3 /16 "HS, .090, 3/16"HS) �l® Rob ert L. Clark P.E. PE 1439712 structural FK 4 C ADD INTEGRAL. FIN OPTION& UPDATEASTME 1300 -02 DPs 1070 TECHNOLOGY DRIVE 1070 TECH I3. FL 34275 DR P.O. SOX 1.529 NOKOMIS, FL 34274 Visibly Better SIGN PRESSURES Mawr ' F.K. oem: 10117106 Fevmoa": B REVISE DP TABLES TO ASTM E 1300.02 r4. ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Rend fir F.K. 5113108 A ADD AIR SPACE DIMENSION GLASS TYPES G THRU L. 5'62444'''' HR710 s NTS eam" 3 m 11 ° K' 4127 -10 ( av F. K. age: 2116/06 Checked By: J.J. Oak 3123!06 B Road Or F.K Raesd ay F.K. Ro. F.K. Dea mBy. F.K. A 57 3/8' MAX DLO ALL FIXED LITES 4/15/07 Dora: 10/17/06 maw 5/13106 2126/06 27 3/8 MAX. DLO VENT 111° MAX. WIDTH FLANGE FRAME 3 6° MAX. DLO DLO FIXED Rewlaro: G Reevffikem: 8 R euaU"ss A - Checked By; J.J. 54 5/16" MAX. DLO FIXED 110° MAX. WIDTH I.F. FRAME DETAIL B - XOX (1/4- 112 -1/4) 33 9/16" MAX DLO VENT 73" MAX. WIDTH I.F. FRAME 74° MAX. WIDTH FLANGE FRAME DETAIL A - OX OR XO ADD IN ORAL FIN FRAME MAX. DIMENSIONS AND CORNER CONSTRUCTION DETAIL FROM SHT. 6. NO CHANGE THIS SHEET NO CHANGE THIS SHEET 3/23106 I • ••• • . • ••• • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0 • . • • • • • • • • • • • • • • • • • ••• • • • • • • • • X •. • 56° MAX DLO ALL VENTS 62" MAX I.F. FRAME ALL CONFIG. 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1528 NOKOMIS, FL 34274 ••• • • • •• • • • • • • B• • • B • ••• • •• ••• •• • • • • • • •• • •• • • • • • • • • • •• 63° MAX FLANGE FRAME ALL CONFIG. NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. P GT Visibly Better 85 7/16° MAX. WIDTH I.F. FRAME —.-1 j �— 86 7/16" MAX WIDTH FLANGE FRAME SairosAlodet 14R710 DETAIL C - XOX (1/3- 1/3 -1/3) SEALANT OR GASKET AT HEAD AND SILL NTS Stook 4 a 11 0 I.F. FRAME FLANGE FRAME VIEW D-D (FRAME CORNER CONSTRUCTION) ELEVATIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 4127 -10 Rev C D with the Florida • - me No : . O / ration Date :TL37 Eat/ :�J FRAME Rd0 F.K. kiwi 13y. F.K Rend Eix F.K tra wn mr. F.K MAX. FIXED DLO MAX. VENT DLO SECTION C-C a (VERTICAL SECTION, FLANGE FRAME) skew 4/15/07 ttet� 15/17/06 Oat 5/13/06 2/28!05 rtMabns: B Ctradod ejr, J.J. EXTERIOR ADD INTEGRAL FIN FRAME, ITEMS 44, 42 AND 43 AND VIEWS. NO CHANGE THIS SHEET NO CHANGE 17418 SHEET 3f23/U6 1 - MAX FIXED DLO — +►� EXTERIOR SECTION A A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIFRAME) SILL (VERTICAL SECTION, I.F. FRAME) A, 1070 TEC61NOLO0Y DRIVE NOKOHIIS. FL 39275 P.D. BOX 1529 NOKOMIS. FL 34274 INTERIOR MAX. WIDTH (I.F. FRAME) Visibly Better SWIaMtaiek HR71O MAX. VENT DLO Soft ISteet Half 5 d 11 HEAD (VERTICAL SECTION, I.F. FRAME) A, DaScrodart SECTIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT o�yne. 4127 -10 Rev C PRODUCT REVISED ea soropil.ieg with tbo Florida kc . 0042 sutitm Dtuc By Dvi al /1‘ v Db Robert L. Oa*, P.E. P € 539712 Siructurel MAX HEIGHT FLANGE EXTERIOR INTERIOR •• •• • INTERI01C •' • • • • MAX. VENT DL 8 • • •• . •• • ••1..— MAX FIXED DLO ---""4 • • • s • • _ • • • • MAX. WIDTH (FLANGE FRAME) EX I ERICIT • • • INTERIOR • •• • • •• • • • t • • • • • • • • SECTION B-B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE ME) ITJIM DWG# 1 4102 2 4025 3 4 4053 6 4136 4137 4131 10 71298 12 1626 13 4002 14 4134 15 1155 16 4110 17 4054 19 4066 21 4105 22 1683 23 225-1 24 226 29 4128 32 4006 33 1235 35 1096 36 1016 37 4126 38 1683 39 7070 40 41 4139 42 4140 43 4141 50 51 1224 52 1225 53 4039 54 4044 55 4222 56 985 59 4067 60 GLASS 61 63 64 65 aevm+ F.K. femd F.K. Read F.K. FK. 62 Dam 4/16/07 10/17/06 5/13/06 X8/08 REV SILL ADAPTOR ROLLERTRACK WEEP HOLE COVER G SCREEN ADAPTOR 11 B A C SWEEP LATCH SASH SIDE RAIL I.F. FRAME HEAD LF. FRAME SILL I.F. FRAME JAMB DESCRIPTION A FLANGE FRAMEHEAD SASH STOP (STD.) (ANTI LIFT CLIP) #8 X 3/4 PH. PAN HEAD SASH STOP COVER (SASH STOP) FLANGE FRAME SILL ADHESIVE OPEN CFI T FOAM PAD A FLANGEFRAMEJAMB GASKET' FOR MAIN FRAME SILL JOINT #8 X 1.000 QUAD PN. SMS B FIICED MEET)NGRAIL W STP...187 X .230, FIN SEAL SASH TOP & BOTTOM RAIL WSTP,250 X .270 BACK, FIN SEAL ROLLER HOUSING & GUIDE BRASS ROLLER WHEELS HORIZONTALROLLER SASH TOP GUIDE D SASH MF.ET NGRAIL WSTP.,.170 X .270 BACK, FIN SEAL #8 X .625 PR FL SMS W STP.,.250 X .270 BACK, FIN SEAL BULB WEATHERSTRIP .187 X .275 LIFT RAIL COVER CAP GLAZING SILICONE, DOW 899, 995 OREQLIIVALENT VINYL GLAZING BEAD BULB (THICK) VINYL GLAZING BEE D BULB (THIN) CLAZINGBEAD - 5/16" GLAZING BEAD - 5/16" W /GRIN. KIT GLAZING BEAD - 7/16" GLAZING BEAD - 7/16" W /GRIT L KIT GLAZING BEAD - 13/16" 5/16' LAMI (1/8" A, .090 PVB, 1/8" A) 5116" LAMI (1/8" A, .090 PVB, 1/8" HS) 5/16" LAME (1/8" HS, .090 PVB, 1 /8" HS) 7/16" LAME (3/16" A, .090 PVB, 3/16" A) 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) 7/16" LAMI (3/16" HS, .090PVB, 3/16" HS) C ADD ITEMS 41, 42 & 43 8 NO CHANGE mis SHEET RevisionIc A ADD SPACE DIMENSIONS ITEMS 66 TiiRU 77. tzmeaey o w I J J 3/23/06 • • Pte! • • • 6063-T6 AL • Q12235 • •: 6063 -T5 AL ' 1112244 • • • MAIL 6063 -T5 AL 7834AA ••• 6063 -T6 AC i . % 6063 -T6 Ae : .: 64137! 6063 -T6 AL • 64131 POLYPROP. 71298 • , 7P 1, 6063 -T6AL � . ll w: '• 9sIPQA • 6063 - -T5 AL 64110G 606317 -T6 AL 64054A 64066G 6063 -T5 AL 612240 616830 42112HD BRASS 7BRWHI2 POLYPROP. 4412814 6063HS -T6 AL 64006 DIE-CAST 71096 6063 -T5 AL 64126 67S16G 7858 61683G 67070K 6063 -T6AL 64139 6063 -T6AL 64140 6063 -T6AL 64141 • 74078 "C' LORR 6TP247W,K 6TP248K 6063 -T5 AL 64039B 6063 -T5 AL 644703 6063 -T5 AL 64222 6063 -T5 AL 6985 6063 -T5 AL 64067 1070 TECHNOLOGY ORMYE NOKOMIS, FL 34275 P.O. BOX 1528 NOKOMttS, FL 34274 • ••• • • A I $iii DFSCRII?'I'ION IVIAT'L j PGT# fib• GLASS 13/16" LAME IG- 1 /8 "A, 318 "AIR SPACE, 5/16" LAM' (1 /S "A, .090 PVB , 1 /8 "A) 67: •:'• 13/16" LAME IG- 1/8 "A, 3/8" AIR SPACE 5/16" LAME (1 /8 "A, .090 PVB, 1/8"HS) 68 69 73 74 •75 • - • Visibly Better 7 0• 'ii - 413/16" LAMI IG- 3/16"A, 5/16" AIR SPACE, 5/16" LAMI (118"A, .090 PVB, 1/8"HS) • 71 :13/16" IAMI IG•3 /16"A, 5/16" AIR SPACE, 5/16" LAMI (1/8 "HS, .090 PVB, 1/8"HS) 72. • ' • • 13/16" LAME (G- 1/8 "A,1/4" AIRSPACE, 7/16" LAMI (3/16"A, .090PVS, 3/16"A) • 76 8 13/16" LAMI IG3/16 "A, 3/16" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3116 "HS) • • 4? • • " 13/16" LAMI IG- 3/16 "A, 3/16" AIR SPACE, 7/16" LAMI (3/16 "HS, .090 PVB, 3 /16 "HS) 90 1014 91 1630 92 1631 93 1073 94 1624 95 1635 96 • 13/16" LAMI 1G- 1 /8 "A, 3/8" AIR SPACE, 5/16" LAMI (1 /8 "HS, .090 PVB, 1/8"HS) • 13/16" IAMI IG- 3/16"A, 5/16" AIR SPACE, 5/16" LAMI (1 /8"A, .090 PVB, 1 /8"A) • 13/16" LAMI IG-1/8"A, 1/4" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3 /16 "HS) 13/16" LAMI IG- 118"A,1/4" AIRSPACE, 7/16" LAMI (3/16 "HS,.090 PVB, 3 /16"HS) 13/16" LAMI IG- 3/16 "A, 3/16" AIRSPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3116 "A) 1.988 I.F. FRAME JAMB #4141, 6063 46 SCREEN FRAME (HOR & VER.) SCREE N CORNER KEY WIRING SCREEN CORNER KEY W /OUT RINGS SCREEN SPRING SCREEN SPLINE -.135 DIA. FOAM SCREEN SPLINE- .135 DIA. HARD SCREEN 2.784 PARTS LIST C.1. 1.F. FRAME HEAD #4139, 6063 - 2710 OA .F. FRAME SILL #4140, 6063 -T6 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT smom Am 8cafo: secec nm�rrm NR710 NTS 6 a 11 4127 -10 3105-H14 AL POLYPROP. POLYPROP. ST.ST. EM PVC EM PVC CLOTH 3.152 Rae c PRODUCT REVISED as complying with t11e l to ida Building Code Acceptance No O Expiration Date /L0 By Dt l D 1.349 0 SASH TOP & BOTTOM RAIL #4133, 6063 -T5 .050_., .678 1.096 �t" � � � 0 GLAZING BEAD, 5116" #40446, 6063 -T5 (USED W/ GRILL KIT) Read Ely: tme F.K 4/15/07 Oele: 10/17/06 Rend ey F.K. Remit* Omfe F.K. 5113106 Ret&amn• Aerhbnc 8 ReYRiaa A Dram,ey fie: Checed*y F.K. 2/28106 J.J. 1.183 7r .46 0 HORIZ. ROLLER TRACK #4131. 6063-76 2 79 .062 —�I— 1.187 1.081 I I +-- 32 SASH MTG. RAIL #4006D, 6063HS -T6 .wv I .678 1.096 T 55 GLAZING BEAD 7116" #4222A, 6063 -T5 NO CHANGE THIS SHEET NO CHANGE THIS SHEET NO CHANGE THIS SHEET X 3106 ' 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.0 SOK 1529 NOKOMIS, F134274 }+1 A 17 FIXED MEETING RAIL #40548, 6063RD -T6 1.291-1 SASH SIDE RAIL #4126, 6063-75 Visibly Better .050 I 678 1.115 56 GLAZING BEAD, 7116° #985C,6063 -T5 (USED W/ GRILL KIT) Test senemxoac HR710 678 1.096 1- . 1f 53 GLAZING BEAD, 5116" #40398,6063 -T5 3 .683 .050 .097 GLAZING BEAD, 13/16" #4067, 8063 -T5 Germ EXTRUSIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT sue: Half T w 11 4127 - 10 FRODUCTREVISED as compliin with the Florida Building Coda AccepnartceNo0 - Expiration Date JE11 ay Product Robert L. Clark, P E. PE 539712 Structural 1 FLANGE FRAME HEAD J #4102A, 6063-T6 3 11 �2 Q SASH STOP #4025, 6063 45 • • • • 0 • • • • • • • • • •• • • • • • • • • • • ID■D___: 1-+- -- -2.718 • • • • • • • • • •0• • • • • • 3.t2 • • • • • ••• •• •• • • • • • • • • • • • • • •i• ••• • • • • • • • • • • • • ••• • •• ••• •• • • • • 6 FLANGE FR 4Mi SILL • • • .... #4136, 6063 -T6 • • • • • • • • 1.187 3. 090 FRAME SILL ADAPTER #4137, 6063 46 1.363 h1.513+{ II .738 1.443 SASH STOP COVER #4053, 6063 -75 I •- •- -2.78d .062 13 FLANGE FRAME JAMB #4002A, 6063 -T6 ANCHOR QUANTITIES, XOX (1/4- 1/2.114) WINDOWS : . . : •! • • • TABLE 4 • :NOTES: i 1. ANCHOR TYPES: • : • 1 -114 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) • • • D. 5/16° LAMI - (1/8" A,.090, 1/8" HS) • • C. 5/16° LAMI - (1/8" HS,.090,1/8" HS) • : p, 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° SPACE, 5/16" LAMI - (1/8" A,.090, 1/8" A) • • H. 13/ 13/1 16° 6 LAMI 1G IG -1 1/ / 8 ° 8" OR OR 3 3/16" H 6° A 5/16" • I . - 6° OR 3/8 ° SPACE, 5/16° LAM' - (1/8' A,.090, 1/8" HS) LAM A, (1 318, 5/16" LAMI - (118' HS,.0901/8" HS) • • J. 13/16" LAMI IG - 1/8° OR 3/16" A, 3/1 O R 1(4" SPACE 7/16" LAMI - (3/16" A,.�O, , 3/18° A) • • • K. 13/16" LAMI IG - 1/8" OR 3(16" A, 3/16" OR 1/4" SPACE, 7 /16" LAM - (3/16" A,.090, 3/16" HS) L 13116" LAMI 1G -1/8" OR 3/16° A. 3/16" OR 114" SPACE, 7/16" LAMI - (3116° 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: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 25 4" MAX. FROM CM CORNERS. JAMBS: 9 MAX. FROM CORNERS AND 22112" MAX. O.C. TABLE KEY: O X ANCHOR TYPE) GLASS TYPES A,B,C,G,H,I GLASS: YPE /D,E�,J,KK • " •• 2.3, MOOD 2 CONC 1 ONC 2,3, HOOD : 2, COPC,:, . ' cINC • & SUBSTRATE ZONES ZONES ZONES ZONES ZONES MN S WINDOW SIZE y H HEAD & SILL JAMBS HEAD & SILL [JAMBS HEAD & SILL IJAMBS1 HEAD & SILL 4iEA • ` SILL • • se MI 41EAr 6 • S I L L • • saint 53.125x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 rC2 +1 1 +C2 +C2 +1 1 +C2 +C2 +1 1 +C2 +C2 +1 1�0: +C2 +1 11 +C +C2 +1 1 +C2 +1 1+C2+1+02+1 1 +C +C2 +1 1 +C +C2 +1 1 +C2 +C2+1 1 +C +C2 +1 1+C2 +1+C2+1 1 +C2 +C2 +1 1+C +C2 +1 1+C2+1+02+1 1+C2+1+02+1 1 +C +c2+ 1+C2 +1+C2+1 k 1 +C +C2 +1 WI 1 +C +C2 +1 1 +C +C2 +1 1 -t! h +C +0241+ - - - 1 +C2 +C2 +1 1+C2+1+02+1 1 +C +C2 +1 1+ +02+1' C 1+ +'�t�1 I:C �CZi 1+02+1+C2+1 1+02+1+02+1 1+02+1+02+1 1+024.1+02+1 lib G i 1 t1IGf } 8 1 +C2 +C2 +1 1+02+1+02+1 1+02+1+02+1 1 +C +C2 +1 1+C2+1+02+1 1 +C +02+1 1+02+1+02+1 1 +C +C2 +1 1 +C +C2 +1 1 +C2 +C2 +1 1+802+1+C2+1 1+C2+2+C2+1 1 +02 +C2 +1 1 +Ce +02 +1 1 +C +02+1 1 +C +02+1 1+C2+1+02+1 1 +01 +(2 +1 1 +C +02 +1 ri 1 +C +C2 +1 1+C2+1+02+1 1+02 +C2 +1 1 +C +C2 +1 iw 1+C2+2+C2+1 1 +C2 +1 +02 +1 1 +C2 +1+C2 +1 1 +C2 +1 +C2 +1 1+02 +1 +02 +1 1 +C2+1 +02 +1 1 +02+1 +C2 +1 1+02 +1+02 +1 1 +C2 +1 +C2 +1 1 +C3+2 +C3+1 1 +C3+2 +C3 +1 1 +02 +1 +C2 +1 1 +C2+1 +C2 +1 74.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +02 +2 +02+1 2 1 +02 +1 +02 +1 2 1 +02+2+02 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 a 1 +C2 +2 +C2 +1 z ( X L 1 +p +4+03 +1 3 Imo— ANCHOR QUANTITY PER JAMB 1 +C2 +2!+02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +02+2 +C2 +1 3 1 +02 +2 +C2 +1 3 1 +02+2 +C2 +1 3 f HEAD AND SILL ANCHOR QUANTITY. 1+C2+2+C2+1 3 1+02 +1+02 +1 3 1 +C2 +2+02 +1 3 1 +02+2+02+1 3 1 +02 +2 +C2 +1 3 1+C2+2+C2+1 3 1 +C2 +2+C2+1 3 1 +C2+1 +02 +1 3 1 +C2 +2+02 +1 3 1 +C2 +2 +C2+1 3 1 +02 +2 +02 +1 3 1 +03+2+03 +1 3 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.C. ANCHOR SPACING) 1 +02 +2+02 +1 3 1 +C2 +1 +C2+1 3 1 +C2 +2+02 +1 3 1+C2+2+C2+1 3 1 +02+2 +02 +1 3 1 +03+2 +03 +1 3 1 +02 +2 +02 +1 3 1 +C 2 +1+02 +1 3 1 +C3+2+C3+1 3 1 +C3 +2 +C3 +1 3 1 +02 +2+02 +1 3 1+03+2 +C3+1 3 1 +02 +2+02 +1 2 1 +C2 +2 +C2 +1 2 1+C2+2+C2 +1 2 1 +C2+2+C2 +1 2 1 +C2 +2 +C2 +1 2 1 +02 +3+02 +1 2 1+02 +2+02 +1 3 1 +C2 +2 +C2+1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2+02 +1 3 1 +02+2 +02 +1 3 1 +03 +3 +03+1 3 1 +02 +2 +02+1 3 1 +02 +2 +02 +1 3 1 +C2 +2+C2 +1 3 1 +02+2 +02 +1 3 1 +02+2 +02 +1 3 1 +03+3+03+1 3 1 +C2 +2 +C2 +1 3 1 +C: +2 +02 +1 3 1 +C2 +2 +C2 +1 3 1+02 +2+C2+1 3 1 +C2 +2 +C2 +1 3 1 +C4 +3 +C4 +1 3 25 3/4° max. —.-1 I-.-3" MIN. I PRo1 UCC` =VISED as c k0 mi with MC Flmida Eei!r.:�.'.l.e a.�:..- �R:t:e No c • = . •t, Date ' "o" f r l By ` �. = , 1 +02 +2+02 +1 3 1 +02+2 +C2 +1 3 1 +(3+2+03+1 3 1 +C3+2 +03+1 3 1 +C2 +2 +C2 +1 3 1 +C4 +3 +C4 +1 3 / / t 1 tit X 1 t t 1 0 1 1 X "- 1 +02 +2 +C2 +1 3 1 +C2+2 +C2+1 3 1 +C3 +2 +03 +1 3 1 +03+2 +03 +1 3 1+02 +2 +02 +1 3 1+C4+34C4+1 3 9' R EF . I4 106.375 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +02 +2 +02 +1 2 1 +02 +2+02 +1 2 1 +02 +3+02 +1 2 1 +02 +3+02+1 2 1 +02+3 +C 2 +1 2 1 +02 +4 +02 +1 2 TYP. 1 +C2 +3 +C2 +1 3 1 +02 +2 +02 +1 3 1 +03 +3 +03 +1 3 1+C3+3 +C3 +1 3 1 +02 +3+02 +1 3 1 +C3 +4 +C3 +1 3 MTG. RAIL, EXAMPLE 1+02 +3+02 +1 3 1 +02+2+02+1 3 1 +03+3+03+1 3 1+03+3 +C3 +1 3 1 +C3 +3 +C3+1 3 1 +C3+4+C3 +1 3 CLUSTER W/ QTY. OF (3) ANCHORS 1+03+3+03+1 3 1 +02+2+02 +1 3 1 +(23+3+03 +1 3 1 +03+3+03 +1 3 1 +C3+3 +G3+1 3 1 +04+4 +04 +1 3 (SHOWN IN TABLE KEY ABOVE) 1 +03+3+03+1 3 1 +02+2+02+1 3 1+04 +3 +04 +1 3 +04 +3 +04 +1 4 1 +03 +3 +03 +1 3 1 +04 +4+04 +1 3 1+C-3+3+C3+1 3 1+C2+2+C2+1 3 1 +G +04 +1 3 1 +Cs +04+1 4 1 +G +04+1 3 1 +C! +05+1 3 25 3/4" MAX. 112" TYP. I +-3 MIN. x 38.375 ° s' § §.e 8W 8g82 Q x 1 +C +02+1 2 1 +C ! +02+1 2 1 +0; x+02 +1 2 1+C2+3+02+1 3 1 +C +022 +1 2 1 +C +02 +1 2 9" REF. 1+C2+3+02+1 1+C2+2+C2+1 1 +C +03+1 - 1+01 +03 +1 - 1 +0 +022 +1 1 - 1+C3+4+03+1 - t t 1- t O 1 X �l Robert L. Clark, P.E. PE 959712 Sbuctural 1+02+3+C2+1 1+C2+2+C2+1 1 +C +03+1 1 +C +03 +1 1+C3+3+03+1 1 +C +03+1 T -- 1+03+3+03+1 1+02+2+02+1 1+03+3+03+1, W 1+03+3+03+1 1+03+3+03+1 M ' 1+C4+4+04+1 MTG. RAIL TYP. ,--- 1 +03+3 +03+1 1 +022 +2 +02 +1 1 +024 +3 +04+1 1 +C4+3 +C4+1 1 +03+3+03+1 1 +024 +4 +024 +1 1+03 +3+03+1 1 +02 +2 +02 +1 1 +024 +3+04 +1 1+04 +3+04 +1 1 +024 +3+04 +1 1 +05+4 +05 +1 EXAMPLE CLUSTER WI QTY. OF (4) ANCHORS �YmY Date: p ^ UPDATE TABLE 4, SELECT VALUES DUE TO ANCHOR CAP. ADJ 11 :31111 T ANCHORAGE SPACING, XOX (1/4- 1/2 -1/4) REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS 1D70 4 NOKOMISOKCMIS. FL L 34278 76 P.O. BOX 1829 N OK 01,41 5 . F L 34274 ALUM HORIZONTAL ROLLER WINDOW IMPACT 5/ 13/08 ADD SPACE DIMENSIONS GLASS TYPES G THRU L. Visibly Better oda�' HR710 NTS } 8 d 11 W w 4127 -10 a°c t C Re. 8106 X3/06 1 ANCHOR QUANTITIES, XOX (113- 113 -113) WINDOWS GLASS 'TYPES A,B,G,H ANCHOR TYPE 2,3, WOOD 2, CONC 1, CONC 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 1+C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1+C2 +1 +C2 +1 1+C2 +1 +C2+1 1+C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1+C2 +1 +C2 +1 1+C2 +1+C2 +1 1 +C2 +1+C2+1 1+C2 +1 +C2 +1 1+C2 +1 +C2 +1 1+C2+1 +C2+1 1 +C2 +1+C2 +1 1+02+1+02 +1 1 +C2 +1 +C2 +1 1+C2 +1 +C2 +1 1 +C2 +1+C2 +1 1 +C2+1+C2+1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 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 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 2 1 +C2 +1 +C2 +1 2 3 1 +C2 +1 +C2 +1 3 3 1 +C2+1 +C2 +1 3 3 1 +C2 +1 +C2+1 3 3 1 +C2 +1 +C2+1 3 3 2 3 3 3 3 3 2 3 1 +C2 +1 +C2 +1 1 +C2 +1+C2 +1 1 +C2+1 +C2+1 1 +C2+1 +C2 +1 1 +C2 +1 +C2 +1 1+C2 +1 +C2 +1 1+02 +1+02+1 1 +02+1 +C2 +1 1 +62 +1 +C2 +1 1 +C2 +1 +C2 +1 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 & SUBSTRATE ZONES ZONES ZONES w m WINDOW SIZE HEAD & SILL g HEAD & SILL HEAD & SILL w v H 5 48.000 x 38.375 48.000 50.625 54.000 60.000 63.000 53.125x 38.375 48.000 50.625 54.000 00.000 63.000 60.000 x 38.375 4&000 50.825 54.000 80.000 83.000 66.000x 38.375 48.000 50.625 54.000 60.000 63.000 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 84.000x 38.375 48.000 50.625 54.000 60.000 63.000 86.437 x 38.375 48.000 50.625 54.000 60.000 63.E Rend By F.K. Benno By F.K. 1+C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 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 1 +C2+1 +C2 +1 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 Oft Rerisavm: 4/15107 C batEr 10/17/06 RBA: Omuta* Oaie: c,, Off: F.K. 2/28/06 J.J. 3/23/06 1 +C2 +1 +C2+1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +02 +1 +62 +1 1+C2 +1+C2 +1 1 +C2 +1 +C2 +1 1 +62 +1 +02+1 1 +62 +1 +62 +1 1 +C2 +1 +C2+1 1 +62 +1 +C2 +1 1 +62 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +62 +1 1 +62 +1 +62 +1 1 +02 +1 +02 +1 1 +02 +1 +C2+1 1 +62 +1 +02 +1 1 +03 +1 +63+1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C3 +1 +03+1 1 +C3 +1 +C3 +1 1 +C2 +1+62 +1 1 +C2 +1 +C2 +1 1 +C2 +1+C2 +1 1 +C3 +1 +C3 +1 1 +C3+1 +C3+1 1 +C3+1+C3+1 1 +C2+1 +C2 +1 1+02+1 +C2 +1 1 +C2 +1 +C2 +1 1 +C3 +1 +03+1 1 +C3 +1 +C3 +1 1 +C3 +1 +C3 +1 w 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 1 +62 +1 +02 +1 1 +03+1 +03+1 1 +03 +1 +63 +1 3 3 3 2 3 3 3 2 3 3 3 3 3 2 3 3 3 3 Ra ey: 045: Riot• : F.K. 5/13/06 A ADD SPACE DIMENSIONS GLASS TYPES G TNRU L. 2,3, WO ZONE HEAD & SILL 1 +C2 +1 +C2 +1 1 +C2+1 +C2 +1 1 +C2 +1+C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +62 +1 +62 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2+1 1+C2 +1 +C2 +1 1 +C2 +1 +62 +1 1 +62+1 +C2 +1 1+C2 +1+C2 +1 1+C2 +1+C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +63+1 +C3+1 1+C2 +1 +62 +1 1+C2 +1+C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +62 +1 +62 +1 1 +C3 +1 +03+1 1 +03+1+03 +1 3 3 1 +C2 +1 +C2 +1 1 +62 +1 +02 +1 1+C2 +1 +C2 +1 1 +63 +1 +03+1 1 +C3 +1 +C3 +1 1 +63+1 +63 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1+02 +1 1 +C3+1 +C3 +1 1 +03+1 +C3 +1 1+C3 +1 +C3 +1 • • ••• 1 EB GLASS TYCESIC, /,E,F4,J,K,.. • • • • OD 001 • 4. 1 � ow& S Z01Eg 07 2 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 3 3 3 4 4 3 3 3 3 4 4 UPDATE TABLE 5, SELECT VALUES DUE TO ANCHOR CAP. ADJ. REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS ZONES m HiAD llt gI 2 • • • • • • :+4+:-C2+1 C2 +1 2 1' 2 +1 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +92 +1 +06 +1.3 a +rig+ +1• C2 +i►0& 3 .43444+4 3 1tw w +a 1+ 1 +021.1 +CQ +1.2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+02 +1 +02 +1 3 1 +C2 +1 +G2 +1 3 1 +62 +1 +62+1 2 1 +62 +1 +62 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +62 +1 +C2 +1 3 1+C2 +1 +62 +1 2 1 +C2 +1+C2 +1 3 1 +C2 +1 +C2+1 3 1+C2+1+C2 +1 3 1 +02+1 +62 +1 3 1 +62+1 +62 +1 3 1+02 +1 +C2 +1 2 1 +62 +1+02+1 3 1 +62 +1 +62 +1 3 1 +62 +1 +62+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +62 +1 +C2 +1 3 1 +63+1 +63+1 3 1 +03+1 +03+1 3 1 +62 +1 +62 +1 2 1 +62 +1 +C2 +1 3 1 +02+1 +C2 +1 3 1 +C2 +1+02 +1 3 1+03+1 +C3 +1 3 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.0 BOX 1529 NOKOMIS, FL 34274 rn SAD §§V • • • -, 4 1+0Q +10.G2 +1 h 2 1•C 2 +10-C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +62 +1 +62 +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 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C3+1 +63 +1 3 1 +63+1 +C3+1 3 1 +C3+1 +C3+1 3 1 +C2 +1+62 +1 2 1 +02 +1 +C2 +1 3 1 +63 +1 +C3+1 3 1 +C3+1 +C3+1 3 1+03 +1 +03+1 3 1 +03+1 +03+1 3 1 +C2 +1 +C2 +1 2 1+63+1 +03+1 3 1 +63 +1 +03+1 3 1 +63 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +63+1 +63 +1 3 1+02 +1 +02 +1 2 1+03+1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +03+1 3 1 +64+1 +C4 +1 4 1 +62 +1 +C2 +1 2 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +63 +1 +63+1 3 1 +64 +1 +64 +1 4 1 +03+1 +C3 +1 3 1 +C4 +1 +C4 +1 4 Visibly Better B 'MOTES: • • : :1. ANCHOR TYPES: • • • • 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (05) • •• • • • ••• 2. GLASS TYPES: e A 5/16" LAMI - (1/8" A,.090, 118" A) • g. 5/16" LAMI - (1/8" A,.090, 1/8" HS) • 5/16" LAMI - (1/8" HS,.090, 1/8" HS) • . 7/16" LAMI - (3/16" A,.090, 3/16" A) • E. 7/16" LAMI - (3116" A,.090, 3/16" HS) F. 7/16° LAMI - (3/16" HS,.090, 3/16" HS) 0.13/16" LAMI 10 - 1/8" OR 3/16° A. 5/16° OR 3/8" 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" 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" 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 - (3/16" A,.090, 3/16" A) • • K. 13/16" LAMI IG - 1/8° OR 3/16" A, 3116" OR 114" SPACE, 7/16" LAMI - (3/16" A,.090, 316" HS) L. 13/16" LAMI IG - 1/8" OR 3/16° A, 3/16" OR 1/4° SPACE, 7/16" LAMI - (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: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 25 3/4" MAX FROM CORNERS JAMBS: 9° MAX FROM CORNERS AND 2212" MAX O.C. TABLE KEY: X O X I1+C3 +1 +C3 +1 ! 3 I-.-- ANCHOR QUANTITY PER JAMB 9° REF. HR710 i I 25 3/4" MAX - ►)f" --3" MIN. t t1t t 551 t 9" REF. X O X y r MTG. RAIL, TYP.- EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 1 MTG. RAIL, TYP. EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS ANCHORAGE SPACING, XOX (113 1/3 - 1/3) Tits ALUM HORIZONTAL ROLLER WINDOW, IMPACT NTS HEAD AND SILL ANCHOR QUANTITIES 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. O.C. ANCHOR SPACING) 253/4° MAX --� --1 12" TYP. - ► I"-3° MIN. 9 d 11 4127 -10 Ret C PROD. . ii REVISED as osowlfmg with dm Florida Euildicd. Code Acccptaur =No o - . $15.O1 Eu.t . an Mac F" fJ/ 20a By ,L/.. „/V, Robert L. Clark, P.E. PE #39712 Structural ANCHOR QUANTITIES, X0 & OX WINDOWS GLASS - TYPES A,B,G,H GLASS D2'P S E L; 2,3, WOOD :2, C NO • • ANCHOR TYPE> & SUBSTRATE WINDOW SIZE W v H 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 80.000 x 38.375 48.000 50.625 54.000 60.000 63.000 66.000 x 38.375 48.000 50.625 54.000 60.000 63.000 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 Ranid 6 7 F.K. Rwadar F.K. Rersd F.K. ovaaa er F.K. Max 4/15/07 ram 10/17/06 Date: 5/13106 2,3, WOOD ZONES O • J 2 06 1 +C2 +1 1 +C2 +1 1 +C2 +1 1+C2 +1 1 +C2 +1 1 +C2 +1 3 3 3 3 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1+03+1 1 +03+1 1 +C2 +1 1 +C3+1 1+C2 +1 1 +C2 +1 1 +02 +1 1 +C3 +1 1 +C3+1 1 +C3+1 1+C2 +1 1 +02 +1 1 +C3 +1 1 +03 +1 1 +C3 +1 1 +C3 +1 2 +02+2 2 +C2 +2 2 +C3+2 2 +C3 +2 Osm: Chaged By. 2/28/06 J.J. 2 +03+2 1 +C3+1 2 +02 +2 2 +03 +2 2 +C3 +2 2+C3 +2 2 +C3 +2 2 +C3 +2 Ravisher: c Revmranc B Revision: A 2 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 4 4 3 3 3 4 4 4 3 4 4 4 4 4 3 4 4 oem: 3!23186 2, CONC ZONES Q o _ 06 1+02 +1 1 +C2 +1 1 +C2+1 1 +02 +1 1 +02 +1 1 +C2 +1 1 +02+1 1 +C2 +1 1 +C2+1 1 +02 +1 1 +C2 +1 1 +02 +1 1 +C2 +1 1 +C2 +1 1+C2+1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C2 +1 1 +C2 +1 1 +02 +1 1 +02 +1 1 +C3 +1 1 +C3 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1+024-1 1 +03 +1 1 +C3 +1 2 +C2 +2 2 +02 +2 2 +02 +2 2+03 +2 1 +C3 +1 1 +C3 +1 to co 2 2 3 3 3 3 2 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 2 3 3 3 3 3 2 3 3 3 1, CONC ZONES O (7 .a 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C3+1 1 +02 +1 1 +02 +1 1 +03+1 1 +C3+1 1 +C3+1 1 +C3 +1 1 +C3+1 1 +C3+1 1 +C3+1 1 +C4+1 2 +C2 +2 2 +C3+2 2 +C3 +2 2 +C3 +2 2 +C4+2 2 +C4 +2 2 +C2 +2 2 +C3 +2 2 +C3 +2 2 +C3+2 2 +04+2 2 +C4+2 2 +02 +2 2 +C4 +2 2 +C4 +2 3 2 +C4 +2 00 a 2 3 2 3 3 3 3 3 2 3 3 3 3 2 3 3 3 4 4 3 3 3 4 4 4 3 4 4 4 4 4 ZONES ZONES Q J _ 06 1 +C2 +1 1 +02 +1 1 1+02 +1 1 +C2 +1 1 +C2+1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1+C2 +1 1 +C2 +1 1 +C3 +1 1 +C3 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C3 +1 1 +C3 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C3 +1 1+C3+1 1+C3 +1 2 +C2 +2 2 +C2 +2 2+C3 +2 2+03 +2 2 +C3 +2 2 +C3 +2 2 +02 +2 2 +03 +2 2 +C3 +2 2 +03 +2 2 +C3 +2 2 +C4 +2 REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS ADD SPACE DIMENSIONS TO GLASS TYPES 0 THRU L. m 0 • m • s1 + + 1 2 2 3 3 1+Q +1 3 3 1 ?42 +1: • 3 1 +Ck 3 1 +0 +1 3 2 3 3 3 3 3 1 +02 +1 3 2 1 +C2 +1 2 3 1 3 3 1 +02 +1 3 3 4 4 3 3 3 4 4 4 3 4 1 +C2 +1 3 4 1 +C2+1 3 4 1 +02 +1 3 4 4 3 CHG.TABLE# TO 6, & ^BFI FCT VALUES DUE TO ANCHOR CAP. ADJ 1 +C2 +1 3 1 +02 +1 2 1 +02 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +02 +1 2 1 +C2 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C2 +1 2 1 +C3 +1 3 1 +C3 +1 3 2 +C2 +2 2 4 2 +02 +2 3 4 2 +C2 +2 3 2 +03 +2 2 +03 +2 4 2 +03 +2 3 5 2 +C3 +2 3 5 2 +C3 +2 4 t, (1011C ZONES th • • • _j• 40 • • • 1•C2P1 1 +02 +1 1 +02 +1 1 +02 +1 1+03 +1 1 +C3 +1 1 +C3 +1 1 +03+1 1 +C2 +1 1 +C3+1 1 +03+1 1 +C3 +1 1 +C3+1 1+04+1 2 +C2 +2 2 +C3 +2 2 +C3 +2 2+03 +2 2 +C4 +2 2+04 +2 2 +C2 +2 •m 2 3 3• • •3 4 •3 4 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 4 4 3 2 +C3 +2 2 +C3 +2 2 +C3 +2 2 +C4 +2 2+C4 +2 2 +C2 +2 2 +C3 +2 2 +C3 +2 2 +04 +2 2+C4 +2 2 +04 +2 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.C. BOX 1520 NOKOMIS, FL34274 3 3 4 4 4 3 4 4 4 5 • • • • • • • •• • SGT_ Vtstbly Better :NOTES: • ,1. ANCHOR TYPES: 1 -1/4° ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: . %,5/16" LAMI - (1/8" A,.090, 1/8" A) • 8p511& LAMI - (1/8" A,.090, 1/8" HS) C:5/16" LAMI - (1/8" HS,.090, 1/8° HS) • ®. 7/16" LAMI - (3/16" 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 3/8" SPACE, 5/16" LAMI • H. 13/16' LAMI IG -1 /8° OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI • .1. 13/16" LAMI 10 - 1/8" OR 3/16° A, 5(16" OR 3/8" SPACE, 6/16" 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 1G - 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° LAMI - (1/8" .0,.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) (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 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. 18 3/4" MAX. FROM CORNERS. JAMBS: 9' MAX. FROM CORNERS AND 22 1/2" MAX. O.C. TABLE KEY: O X rt -18 314" MAX. -•.-11-•-•3" MIN. 9° REF. - 9" REF. HR710 2+C3 +21 3 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" MIN. O.G. ANCHOR SPACING) MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) MTG. RAIL ANCHOR QUANTITY PER JAMB 8 3/4" MAX 1 1/2" TYP. 1-44--3' MIN. O EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS ANCHORAGE SPACING, OX AND XO WINDOWS tido ALUM. HORIZONTAL ROLLER WINDOW, IMPACT NTS ahem• 10 • 11 4127 -10 PRODUCT R VISE) xs ertur :n2 with the Florida Building Cells Acararse'tto a f78 5.0/ Expiration Den: L11 eon Robert L Clark, P E. PE 038712 Structural A d MIN. 3.4 KSI CONCRETE 1x WOOD BUCK, NOTE 3 CONCRETE ANCHOR, NOTE 1 WOOD ANCHOR, NOTE 2 MIN. 3.4 KSI CONCRETE 1 /4" MAX. —r• SHIM CONCRETE ANCHOR NOTE 1 DETAIL A 1 3/8" MIN. DETAIL C i 314° MIN. E.D. TYP. 2x WOOD BUCK, NOTE 3 ;: NOTE 1 AX MAX. SHIM WOOD ANCHOR. NOTE 2 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS 1/4" MAX. SHIM CONCRETE ANCHOR, NOTE 1 2x WOOD BUCK, NOTE 3 1x WOOD BUCK, NOTE 3 DETAIL E DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS 1/4" MAX. SHIM y , NO 1 Q • 1 314" MIN. E.D. TYP. � 2x WOOD BUCK, DETAIL D NOTE 3 Y — 1/4" MAX. SHIM • • ar �• • : : . •t. POR CQNCITE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO • • 1 g18 • �� 'r.APCOIVS 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. FOR WOAD APPUCATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G6) OR 114° SS4 CRETE -FLEX WITH • A 142 TRMAFIT F=EA11. • • • • • • • • • • • 41. WOOD QKS'qE IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS 414" • • • THAN 1 . 1 x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. MAX. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD SHIM BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. •• • • • •• ••• •• • • : : t FbR ACHMENT TO ALUMINUM: THE MATERIAL SHAD. BE A MINIMUM STRENGTH OF 6083 -T5 AND A MINIMUM • OF 1t° 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 AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 1 1/4" MIN. (1.5 KSI MU) - v OR PER NOTE 1 A ' (3.4 KSI CONCRETE) • 13/4" FA SILL DETAILS A, B, C, D EXTERIOR INTERIOR •° MIN. E.D (H & D ?& H) WOOD ANCHOR, NOTE 2 INTERIOR (JAMB DETAILS E, F & I) EXTERIOR SEE NAIUNG 1 318" AKIN. 0 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, CURRENT DITION. LA DETAIL H (HEAD NAILING .131 DIA. MN. x 21/2" NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS G, H & I. DETAIL G (SILL) DETAIL I (JAMB) , TYPICAL INTEGRAL FIN FRAME SECTIONS • - Atonda Coq • . • iraticu Date fJ D Product Rend ey F.K. Roemey F.K. F.K. Reed Fir Orem OP RK 4/15/07 our 10/17100 5113/06 2128/05 A TYPICAL FLANGE FRAME SILL SECTIONS REVISE NOTES 1 & 2 REGARDING TRt IT HD. & EMBEDMENT. ADD I.F. FRAME. CHG. NOTES TO FBC, °CURRENT EDITION" C 8 Fierisionse A Checked 8y: J.J. REVISE EDGE MST. , EMBEDMENT & SHT. REFERENCES ADD NOTE 5. X 3/05 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 p.0. 130X 1529 NOKOMIS. FL 34274 PA GI Visibly Better ANCHORAGE DETAILS ra ALUM. HORIZONTAL ROLLER WINDOW, IMPACT emst sae NR710 Half 11 of 11 Orasene R. 4127 - -10 ! C /Ve 7 Robert L. Calk 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: 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.aov/bnildingcode 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 • • • cpde, including the High Velocity Hurricane Zone. DTSCRI ION: Series C -740 Outswing Aluminum Casement Window -L.M.L AI'PROIAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 'through 11 pf 13 „dated 12/17/02 with revision "D” dated 06123/05, prepared by manufacturer, signed and •sppfed by 1144.4.. Turner, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the • ,t tice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. •1 IMPACT RATING: Large Missile Impact Resistant ZABELIIY unit shall bear a permanent label with the manufacturer's name or logo, city, state and 412118wing %tateptent: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. • RENEW , of t is NOA shall be considered after a renewal application has been filed and there has been • • se 4:tange 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. 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 . • : • atong with marked -up drawings and installation diagram of two outswing aluminum ▪ . • • • • • easement windows, prepared by Fenestration Testing Laboratory, Test Report No. . • • • • •• • .F'fL 4607 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. • . • • • • • • %S'ubmitted under NOA# 05- 1129.11) • • • • • • • • • • 3. • • ..Tilst 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 • • • • • • • • • • : with marked-up drawings and installation diagram of two outswing aluminum • • • • • • casement windows, prepared by Fenestration Testing Laboratory, Test Report No. • FTL 3729 dated 2/28/03, 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 R- . • No. FTL 3587 dated 10/8/02, signed and sealed by Jo e sh Chan, P.E. (Submitted under NOA# 03- 0611.02) E -1 LL! . Manuel Pe Product Control : ami ' r NOA No. 0' c .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. • • • L 3580 dated 10/3/02, signed and sealed by Joseph Chan, P.E. • • • • • • • • • (Submitted FTL under NOA# 03- 0611.02) • • . - - • • • • 1. • • Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated • . • • • • • • '"•r1/21/05, signed and sealed by Lucas A. Turner, P.E.Complies w /ASTM E 1300 -98 •••• .•.. • • .0. QL1ALI Y ASSURANCE • • 1. ": 'Miami Dade Building Code Compliance Office (BCCO). L�.• • • MitTrRIAL 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 • 0 3/06, exp' f • ! 5/22/08. E -2 Manuel P P.E. Product Controls finer NOA No. I : ; 17.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 • • • •• • • • .•• • • • • • • • 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 DUPJ,T PO€$. • ' • B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES 1:8 ". • • HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYERj OP 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 DUPON1 .PVB! • • • • D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16$ • _ • HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER 6 • SOLUTIA OR DUPONT PVB. Reed By Dee: F.K. 3/25/03 RavetBy. F.K. Read Br F.K. D•""er F.K Date. 7/10/03 6/23105 Date: Peeled Sy. Rata 12/17/02 Revebner d ADD76 "HT., GLASS TYPES F AND G. REVISE ANCHORAGE. • • • • • • • Reesbrie 8 ADD 13116" 1.G. & MOVE GLAZING DETAILS TO SHEET 2 Reerderk C NO CHANGE THIS SHEET 1070 TECr+NOLOGYDRIVE NOKOMIS, FL 34275 PC. BOX 1529 NOK0M3. FL 34274 • • G OPTIONS • • • • } 0 4 • • • • • 0 • • • • • • • • • • • • • •• • •• •,t •• • • •• • • • • • T • • • • • • ••- •_ } x } 0 } X x 0 0 x x 0 x UNEQUAL LITES x 0 UNEQUAL UTES 0 X UNEQUAL LITES 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. L F. 13/16" 1.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. ® 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 0 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 444 "XOX" & "0" CONFIGURATIONS SEE SHEET 7. G. FOR 1 1_ t "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR � U � N � EQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 9. A4. ANCHORAGE: THE 33 1/3% 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 Q SEE SHEET 13 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 1/4" 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. ®7. REFERENCE TEST REPORTS: FTL -3580, FTL- 3582, FTL -3587, FTL -3729, FTL4607 AND FTL -4608. 113GT_ Vis ibly Better taa NOTES AND TABLE OF CONTENTS rbe ALUMINUM CASEMENT WINDOW, IMPACT sw+ CA -740 sear NTS seer 1 a 13 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 "e 7045 -8 PRODUCT I40 4EW: C4V.� Lucas A. Turner, P.E. PE 958201 Mecha,44al & 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 30 31 • •• • • • Trill .65" NOM. GLASS BITE • • 3/16" ANNEALED OR HEAT STRENGTHENED GLASS Revsd By Date. Revabne: F.K. 3/25/03 0 Ronda. Dare Ravuans. F.K. 7/10/03 C Rewday Dare: Revaona: F.K. 6/23/05 D rm Sy. Dare: C"cdm Or F.K. 03/25/03 5/16" LAMINATED GLAZING DETAIL 7/16" LAMINATED GLAZING DETAIL REDRAW GLAZING DETAILS & ADD 13/16' I.G. NO CHANGE THIS SHEET Dare: .090 PVB INTERLAYER :' • • • • • 1-- 1/8" HEAT STRENGTHEItD G .ASt• .090 PVB INTERLAYER 3/16" HEAT h•-- STRENGTHENED GLASS .65" NOM. GLASS BITE t ADD 13/16' LAM/ LG. W /7 /16"LAMI & CORRECT 5/16' LAMI DETAIL -• • • •• •• • • • • • 3/8" AIR SPACE 1h8" 136AT STRENGTHENED GLASS h- • • • •• • • • • • • • • • • • • • • • • • • • • • • • • ••• • 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1529 NOKOMIS, FL 34274 ••• • • • • • • • • • • • • . • • ••• •• • • • • • • • • • ••• •• NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT 3/16" ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 1/8" ANNEALED GLASS P cI Visibly Better 86 13/16" 13/16" 13/16" I.G. W/ 7/16" LAMI GLAZING DETAIL GLAZING DETAILS 13/16"1.G. W/ 5/16" LAMI GLAZING DETAIL 7/16" LAMINATED COMPONENT .090 PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE ALUMINUM CASEMENT WINDOW, IMPACT Sen arMadee snw CA-745 NTS 2 e< 13 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8" HEAT STRENGTHENED GLASS r 7045 -8 .65" NOM. GLASS BITE • -1 te r;.. • MINS Iha PINUP a:,c Luc4 4 A Turner, P.E. PE 056201 Mechanical • ( /21 /per CENTERLINE Romero) F.K Reme6Y• F.K. Rend Ma FK 0ewn sy. FJC 1 1/2" 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. 3/25/03 Dees: 7/10103 6/23/05 Mae 12/17/02 ANCHOR 1 1/2" LOCATION TYP. 4" MAX. I 4" MAX.-- Reese: 8 Re"sber C Resblm": D Checked Br 1 SEE MID -SPAN ANCHOR DETAIL TYP. (2) 30" MAX. — DAYLIGHT -- OPENING 37" MAX. VENT TYP. 4" MAX. 1 CHANGE SHEET NO. REFERENCES ADD HINGE LOCATION DETAILS CHANGE MAX HT. TO 76* AND MAX. DLO TO 69' oefe• • • ••• •• •• • :ANC�101; •LOCATIOM TYP. 7" I • • • MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 134" MAX. WIDTH 53" MAX. DAYLIGHT — OPENING 0 • •• • • • • • • ••• • • • • • • • • 7 • • . 4:W f t 1 13" MAX. 0.C. ' 60" MAX. FIXED 1070 TECHNOLOGY DRIVE NOKOM!S, FL 34275 P.O. BOX 1520 NOKOM1, FL 34274 s • • bETES HINGE 1c3C4TIO21 AT HEAD & SILO OF•' tX" PANELS, TYPICAL. SEE HINGE DETAIL SI-IT. 4 ••• • • • •• • • . •••• • • 11RIQ*SPAN ANCHOR DETAIL TYP. (2) ••• •• • • •I • • • • 43"°101AX. O.C. $ 30" MAX. —DAYLIGHT — OPENING ELEVATION "A" - "XOX" (SEE SHEETS 7 -9 FOR PRESSURES) VLeBerter r_ SeresAfariel CA-740 74" MAX. WIDTH 30" MAX. DAYLIGHT OPENING < 7 j SEE MEETING RAII/DETAIL �. ( 4" MAX. I 4" MAX. -J 1 141/2" MAX. O.C. TYP. NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 69" MAX. DAYLIGHT OPENING 1 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY ELEVATION "B" - "XX" (SEE SHEET 7 FOR PRESSURES) A 76" MAX. HEIGHT 1 SEE MEETING RAIL DETAIL TYP. (4) "XX" & "COX" ELEVATIONS raw ALUMINUM CASEMENT WINDOW, IMPACT sue: NTS 3 e, 13 7045 -8 D A 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT W il41 11111116• PRODUCT REW WED carapteles with ilk ma& sums 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 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX O.C. ELEVATION "D" - "X" (SEE SHEET 5 FOR PRESSURES) 4" MAX. 14 1/2" MAX. O.C. VENT 4° MAX. —LL 1 • SEE :MID -SPAN • ANCHOR a, DETAIL . 69: MAX. • • SHT. 3 ISAtLIt1Z`i •. TYP. (4) OPP'1V4Ntd • • •• 76" MAX. HEIGHT 97" MAX. WIDTH • • .•• 300 MAX. 53" MAX. —DAYLIGHT OPENING DAYLIGHT OPENING r'\ 13" MAX. - O.C. L 4" MAX. ▪ I---a- 1--13° MAX. O.C. 60" MAX. WIDTH — 53 " MAX. DAYLIGHT OPENING I � I �-- x-'13" MAX. O.C. 4" MAX. -4-1 1�- ELEVATION "E" - "0" (SEE SHEET 7 FOR PRESSURES) lA 69" MAX DAYLIGHT OPENING 76" MAX. HEIGHT PRODIXT &WISED z ,IM! F1D NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) \ HEAD & SILL ONLY 37" MAX. VENT ---- -- 60" MAX. FIXED ELEVATION "F" - "XO" & "OX" UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES) SEE MEETING By RAIL DETAIL SHT. 3 TYP. (2) A 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT paavucr RENEW escaaghymsvtiIbtienow sasdlazc•:.uD Dwindle rkei rl Rem! Ely. F.K Anal fly F.K. Rawl Br F.K. Date: 325103 Dab: 6123/05 Date. 7110103 RwlalonS: B Ravaged c Deem er Dete: Checked/3r Dab: F.K. 12/17/02 F.K. cHANGE SHEET NO. REFERENCES ADO HINGE DETAIL & HINGE LOCATION NOTES CHANGE MAX. HT. TO 76" AND MAX DLO TO 69" • . . • 37" MA)t•litiDTit ;.; 3Q' MA)j • ' : DAYLIGHT OPENING 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS: FL 34274 r r viWeeetter D "X ", "O ", "XO" & "OX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT seoemlae"": CA-740 NTS stems: 4 a 13 &wring fa 7045 -8 Lucas A Tamer, P.E. PE #58201 Mechanical COMPARATIVE ANALYSIS TABLE 1. _• •• • : . • . � r "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 GLAZING OPTIONS: A. 5/16" LAMI (1 /8 "A,.090,1 /8 "HS) B. 546" TAM�(118"∎IS,.010,j�;HS) E. 13/16" LAMI (1 /8 "HS,3 /8" SPACES /16" LAMI -W/ 1/8 "HS,.090,1/8 "HS) WIDTH HEIGHT 26 31 36 38 3/8 43 48 50 5413 • 54 57 60 63 66 69 72 NEG POS NEG POS NEG POS NEG POS Ifet PlQS WO QO TIE.3 NEG POS NEG POS NEG POS NEG POS NEG POS, NEC POS NEG POS 191/8 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -VI 10.0 -90:b "0E0 - 90.0.N.0 1 ,0.0 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 -9070 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 .g -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.(1 -�0.g i0.D -0 Q 711.0 -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 7V.td t 2o. '79;9 0(1 -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 9 10.0 7 -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 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 the ' " Z rTlf LL- r ' 36 A -75.0 70.0%75.0 -75.0 70.0 r -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 mower RENEWED nsoomplying with the Nortek &eine Ccds Accepts= No Sate !!.:17.441 I � Al TABLE 2A. "X" WINDOWS TEST REPORTS: FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) F.13116" 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: pp 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. .Z e4 - :7 117100 Lucas k Turner, P.E. PE 558201 Mechanical Rerada r. EK. ADD GLASS TYPE E TO TABLES 1.5 4 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOXOMIS, FL 34274 PRESSURES- X CONFIG. WINDOWS rm: ALUMINUM CASEMENT WINDOW, IMPACT Rears er• F.X. Dais 7/10/03 L NO CHANGE THIS SHEET a F.K p ...By F.X. 6/ 6/23/05 2 Mee 12/17/02 REVISE ANCHORS 8 ADD 76' HEIGHT OPTION "ft. I Visibly Better s"i"0dB1 CA-740 s NTS smar 5 -' 13 ENO 7045 -8 R..r D • . • ••• • • • ••• •• •• • • • • • • • • • • • • • • • • • • • • •• • • COMPARATIVE ANALYSIS TABLE 3. • • • ma • • • • • • '%) '.Wfl' F5OWS TEST REPORTS: FTL -3582 GLAZING OPTION: A. 5116" I.AMI (118 "A,.090,118 "HS) , XX" WIDTH 37 43 48 53 1/8 57 64 68 72 74 A A A A A A A A A A El T ••• 26 31 36 38 3/8 '.43 :. : : :4 • 4 • 5050 54 57 NEG POS NEG POS NEG POS NEG POS NEG it rtEi EPQS NEG POS NEG POS NEG POS NEG POS 7 -75.0 60 63 5.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -73.7 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -70.4 -67.9 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 67.9 • • -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -71.1 -65.5 -60.4 -59.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 65.5 60.4 59.0 -75.0 -75.0 -75.0 -75.0 -74.4 -68.4 -61.8 -57.5 -54.3 -52.8 70.0 70.0 70.0 70.0 70.0 68.4 61.8 57.5 54.3 52.8 -75.0 -75.0 -75.0 -75.0 -69.6 -63.9 -58.9 -54.9 -51.1 -49.9 70.0 70.0 70.0 70.0 69.6 63.9 58.9 54.9 51.1 49.9 -75.0 -75.0 -75.0 -75.0 -65.2 -60.0 -56.1 -51.8 -47.9 -46.4 70.0 70.0 70.0 70.0 65.2 60.0 56.1 51.8 47.9 46.4 -75.0 -75.0 -75.0 -72.1 -63.0 -58.5 -53.8 -48.6 -44.8 -43.5 70.0 70.0 70.0 70.0 63.0 58.5 53.8 48.6 44.8 43.5 -75.0 -75.0 -69.5 -60.8 -56.2 -50.4 -45.2 -42.2 -41.1 70.0 70.0 70.0 69.5 60.8 56.2 50.4 45.2 42.2 41.1 -75.0 -75.0 -75.0 -67.5 -58.0 -53.4 -47.7 -42.4 -39.7 -38.6 70.0 70.0 70.0 67.5 58.0 53.4 47.7 42.4 39.7 38.6 GLAZING OPTIONS: B. 5116" LAMI (1 /8 "HS,.090,1 /8"HS) E. 13/16" LAMI (1/8 "HS,318" SPACE,5116" LAMI -WI 1/8"HS,.090,1 /8 "HS) TABLE 4. "XX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH -75.0 1 70.0 TABLE 5. "XX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/16 "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,.090.3/16 "HS) F.13/16" LAMI (1 /8 "A,AIR SPACE, 7 /16" LAMI -W/ 3/16 "A,.090,3 /16"HS) ALL "XX" SIZES UP TO 74" WIDE x 76" HIGH 1 -55.0 1 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. Rend By Rea -Sy. Ravad F.K. Data Oslo thaw 6/23/05 Omen Sy Date. F.K. 12/17/02 ReNnbna: 0 REVISE ANCHORS & ADD TABLES 76* HEIGHT OPTION GKYkeC • • • ••• • • • • • • • • • • • • • 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 • • • • • • • • • • • • • • y • ••• • • •• • • • • • • Visibly Better Dee brm PRESSURES - XX CONFIG. WINDOWS Tax ALUMINUM CASEMENT WINDOW, IMPACT smmaxletea CA-740 saw: NTS 6 m 13 Dmrql g 7io. 7045 -8 X X PRODUCT MEM ee•nolyinwt h flutdirg Calk Aeceptrzr^ 116 tics Lucas A. lamer. P.E. PE 468201 Mechanical COMPARATIVE TEST REPORTS: FTL -3582, FTL -3729, FTL -4607, FTL -4808 • E WIDTHS "0" "XOX" 36 37 391/2 42 45 48 501/2 531/8 54 551/2 57 581/2 60 RevedST F.K. ReeedBT F.K Rased By. F.K. 72 74 79 84 90 96 101 106 3/8 108 111 114 117 120 Mk 3125/03 Oete 7/10/03 Dale: 623105 ANALYSIS TABLE 6. :11* 8 . 14-14-1* Xtii " WINDOWS GLAZING OPTIONS: A. 5/16" LAMI (1/8"A,.090,1/8"HS) B. 5/16" U10M0(1/0"HS,•090,n1S): 'C. =/16" LAMI (3/16"A,.090,3/16"HS) E. 13/16" LAMI 1/8 "HS,3/8" SPACE,5/16" LAMCW/ 146,090 1i8"H6 • F. 3/ • 11/8 "A,AIR SPACE .7 /16" LAMI -W/ 3/16 "A,.090 3/16"HS C,F -90.0 50 5/8 54 57 26 NEG POS -70.4 -75.0 A -75.0 B,E -75.0 C,F -90.0 A -75.0 B,E -75.0 C,F -90.0 A -75.0 B,E -75.0 C,E 90.0 A -75.0 B,E -75.0 C,F -90.0 A -75.0 B,E -75.0 C,F -90.0 A -75.0 B,E -75.0 A -75.0 B,E -75.0 C,F -90.0 A -75.0 B,E -75.0 C,F -90.0 A -75.0 B,E -75.0 C,F -90.0 A -75.0 S,E -75.0 C,F -90.0 A -75.0 B,E -75.0 C,F -90.0 A -74.2 B,E -75.0 C,F -90.0 A -72.9 B,E -75.0 C,F -90.0 Rew.ou: B Raftiom: C 0 Mawr ET Mk Medal Ely; Deb: F.K. 12117/02 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 3 NEG POS -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -70.3 -75.0 -90.0 -65.0 -75.0 -90.0 -60.8 -75.0 -90.0 -58.7 -75.0 -90.0 -582 -75.0 -90.0 -57.1 -75.0 -90.0 -56.2 -75.0 -90.0 -55.0 -75.0 -90.0 -53.4 -75.0 -90.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 65.0 70.0 70.0 60.8 70.0 70.0 58.7 70.0 70.0 58.2 70.0 70.0 57.1 70.0 70.0 562 70.0 70.0 55.0 70.0 70.0 53.4 70.0 70.0 36 NEG POS -75.0 -75.0 -90.0 -73.7 -75.0 -90.0 -67.8 -75.0 -90.0 -62.4 -75.0 -90.0 -58.0 -75.0 -90.0, -54.3 -75.0 -90.0 -51.3 -75.0 -90.0 '-48.7 -75.0 -90.0 -47.9 -75.0 -90.0 -48.4 -75.0 -90.0, -44.8 -75.0 -90.0 -43.4 -75.0 -75.0 -90.0 70.0 70.0 70.0 70.0 70.0 70.0 67.8 70.0 70.0 82.4 70.0 70.0 58.0 70.0 70.0 54.3 70.0 70.0 51.3 70.0 70.0 48.7 70.0 70.0 47.9 70.0 70.0 48.4 70.0 70.0 44.8 70.0 70.0 43.4 70.0 70.0 422 70.0 70.0 383!8 NEG POS -90.0 -67.9 -75.0 -90.0 -62.1 -75.0 -90.0 -58.4 -75.0 -90.0 -54.6 -75.0 -90.0 -51.1 -75.0 -90.0 -48.3 -76.0 -90.0 -45.4 -75.0 -90.0 -44.5 -75.0 -90.0 -43.3 -75.0 -90.0 -42.1 -75.0 -90.0 -40.9 -75.0 -90.0 -39.7 -75.0 -90.0 70.0 L 70.0 70.0 67.9 70.0 70.0 62.1 70.0 70.0 58.4 70.0 70.0 54.6 70.0 70.0 51.1 70.0 70.0 48.3 70.0 70.0 45.4 70.0 70.0 44.6 70.0 70.0 43.3 70.0 70.0 42.1 70.0 70.0 40.9 70.0 70.0 39.7 70.0 70.0 43 NEG POS -60.4 -75.0 -90.0 -59.0 -75.0 -90.0 -55.7 -75.0 -90.0 -63.3 -75.0 -90.0 -59.3 -75.0 -90.0 -55.1 -75.0 -90.0 -52.7 -75.0 -90.0 -50.0 -75.0 -88.6 -49.1 -75.0 -86.9 -47.5 -75.0 -84.3 -462 -75.0 -81.8 -44.8 -75.0 -79.4 .43.5 -75.0 -77.1 60.4 70.0 70.0: 59.0 70.0 70.0 55.7 70.0 70.0 63.3 70.0 70.0 59.3 70.0 70.0 55.1 70.0 70.0 52.7 70.0 70.0 50.0 70.0 70.0 49.1 70.0 70.0 47.5 70.0 70.0 462 70.0 -66.7 -402 70.0 44.8 70.0 70.0 43.5 -90.0 -42.2 70.0 70.0 TABLE 7. "O" & 1/4- 1/2 -1/4 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7/16" LAMI (3/16"HS,.090,3/16"HS) ALL "O" SIZES UP TO 60" WIDE x 63" HIGH AND ALL "1/4- 112 -1/4 XOX" SIZES UP TO 120" WIDE.x 63" NIGH [ -90.01 70.0 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 "O" SIZES UP TO 60" WIDE x 76" HIGH AND ALL 9/41/2 -1/4 XOX" SIZES UP TO 120" WIDE x 76" HIGH -55.01 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 A 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. ADO GLASS TYPE E TO TABLE 6 NO CHANGE THIS SHEET CHANGE ANCHORS AND ADD 76' HT. OPTION 48 NEG POS - !51.3 .3 -79A iQ.0 -9&.0 52.8 -75.0 -90.0 -75.0 -90.0 -5s:4• -75.0 -90.0 -53.6 -75.0 -90.0 -51.4 -75.0 -86.0 -48.7 -75.0 -812 -46.1 -75.0 -76.4 -45.3 -75.0 -75.0 -43.9 -75.0 -72.5 -42.5 -75.0 -70.7 -41.3 -75.0 -69.0 .40.4 -75.0 -67.3 .70.0 70.0 70.0 56.4 70.0 70.0 53.6 70.0 70.0 51.4 70.0 70.0 48.7 70.0 70.0 70.0 70.0 45.3 70.0 70.0 433 70.0 70.0 42.5 70.0 70.0 41.3 69.0 40.4 70.0 47494 -4421:1 49.9 -46.4 -75.0 -53.4 -75.0 -90.0 -50.9 -75.0 -75.0 -80.9 -46.9 -75.0 -75.7 -44.2 -75.0 -71.1 -43.4 -75.0 -70.1 -42.2 -75.0 -75.0 -75.0 -64.9 -39.2 -75.0 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS FL 34274 70.0 -75.0 jo.0 40.0 53.4 -50.0 70.0 -75.0 70.0 -90.0 50.9 -47.5 70.0 -75.0 70.0 -81.8 48.6 -45.3 70.0 -75.0 70.0 -75.0 46.9 -43.5 70.0 -75.0 70.0 -70.3 442 -422 70.0 -75.0 70.0 -66.5 70.0 -75.0 70.0 -65.4 42.2 -40.8 70.0 -75.0 68.4 -63.6 412 -39.8 70.0 -75.0 66.7 -61.8 40.2 -38.7 70.0 -75.0 64.9 -60.4 392 -37.6 70.0 -75.0 63.3 -59.1 70.0 -75.0 70.0 ni1i A40 50.0 -46.9 46.9 70.0 -70.7 70.0 70.0 -75.0 70.0 70.0 -84.5 70.0 70.0 -75.0 70.0 70.0 -76.9 70.0 45.3 -42.5 42.5 70.0 -75.0 70.0 43.5 -41.3 41.3 70.0 -75.0 70.0 422 -40.1 40.1 70.0 -75.0 70.0 66.5 -63.0 63.0 41.9 -39.8 39.8 70.0 -75.0 70.0 70.0 -75.0 mo 65.4 -61.8 61.8 40.8 -39.1 39.1 70.0 -75.0 70.0 63.6, -60.1 60.1 39.8 -38.5 38.5 70.0 -75.0 70.0 60.4 -57.3 57.3 70.0 -73.3 70.0 59.1 -55.9 55.9 Visibly Better ea NEG POS -75.0 42.2 70.0 -90.0 -41.1 -75.0 -90.0 -38.6 -75.0 -87.4 -44.3 -75.0 -79.7 -42.1 -75.0 -72.4 -40.4 -39.2 -75.0 -38.0 -75.0 -60.0 -37.6 -59.1 -372 -74.3 -36.7 -55.9 -722 -54.5 Smieskertet CA-740 70.0 41.1 70.0 70.0 38.6 70.0 70.0 70.0 70.0 42.1 70.0 70.0 40.4 70.0 87.3 392 70.0 63.5 70.0 60.0 37.6 70.0 59.1 372 70.0 57.5 38.7 70.0 36.1 70.0 70.0 53.0 63 NEG, POS -39.7 -90.0 -38.6 -90.0 -75.0 -41.9 -75.0 -75.6 -39.7 -75.0 -38.4 -76.0 -64.1 -74.3 -362 -72.4 -57.3 -71.8 -56.4 -35.4 -70.8 -54.8 -34.8 -53.2 -342 -88.4 -51.6 -33.7 -67.4 sces NTS 39.7 70.0 70.0 38.6 70.0 70.0 36.5 70.0 70.0 41.9 70.0 70.0 39.7 70.0 69.2 38.4 70.0 37.1 70.0 36.2 70.0 57.3 35.9 70.0 56.4 70.0 54.8 34.8 69.6 53.2 34.2 68.4 51.6 33.7 67.4 50.0 -55.0F55.0 -55.01 55.0 -55.0155.0 -53.81 53.8 -51.11 51.1 47.8147.8 Sneas 7 RI 13 72 -55.01 55.0 -55.01 55.0 -55.01 55.0 -49.41 49.4 -46.8146.8 -45.2145.2 42.81 42.8 arming 7045-8 -55.01 55.0 -5321 532 -4621462 -4521 452 -42.6142.6 54.5 35.5 DesmIerem tam ALUMINUM CASEMENT WINDOW, IMPACT Rer 1 4 1 2 1 4 0 PRCHI NCrittintifie 021 /111** tha NNW as tarapbtagwItbeiletorkis Aseepmes Bege PE 658201 Mechanical COMPARATIVE ANALYSIS TABLE 8. te • Wi OR "CiX" &_ 113 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 • GLAZING OPT. ITN. ,*. X16 LAMI 4178 ",A,. • • • . _ • • HEIGHT! • • • • • • "XO" WIDTH "XOX" WIDTH 26 31 36 . 38 3/8 .- 43 48 50 5/8 54 57 60 63 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 5.0 NEG •75.0 POS 70.0 NEG -75.0 POS 70.0 NEG -75.0 POS 70.0 NEG -75.0 POS 70.0 NEG -75.0 POS 70.0 37 551/2 A -75.0 70.0 _ -75.0 70.0 -75.0 70.0 -75.0 70,V-/.0 7O h 27 48 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.c? 6-7:.6 i 711.01 -i5!Q X0.0 -75; 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. - 7 .0: 700 45.6' ?IO 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 531/8 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 -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 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,5116" LAMI -W/ 1/8 "HS,.090,1/8 "HS) ALL "XO° OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "113 - 113 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1-75.0 1 70.0 TABLE 10. "NCO" 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 1-90.01 70.0 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 (3116 "A,.090,3116 "HS) F.13/16" LAMI (118 "A,AIR SPACE, 7116" LAMI -W/ 3116 "A,.090,3116"HS) ALL "XO° OR "OX" SIZES UP TO 74" WIDE x 76" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 76" HIGH 1-6.5.01 55.0 A NOTES: A 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. Raved By F.K. Roved By. F.K. ADD GLASS TYPE E TO TABLE 9 NO CHANGE THIS SHEET Res By. F.K Date. 3/25/03 De e 7/10/03 6/23/05 Revisions B Rerabm: C D Die""Ely Data Gecka" Date F.K. 12/17/02 CHANGE ANCHORS AND ADD 76° HEIGHT OPTION • • • • • • • • • • • • • e e•• • • • • • • • • • • • • • ••• • • • • ••• 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.0 BOX 1529 NOKOMIS, FL 34274 c ,T Visibly Beater Descmara PRESSURES- XO, OX, & 1/3- 1/3 -1/3 XOX WINDOWS rar ALUMINUM CASEMENT WINDOW, IMPACT t CA -740 NTS Meek 8 m 13 7045 -8 D 1 3 X 1 3 O X X O 0 X PRODUCT RENEWED es casstiyieg with the Ratta. %Wag Cede M { (rl (,/Crr Lucas A. Turner, P.E. PE 958201 Mechanical 14I y tfetter • • ... • ••• • • • •• •• • • "M7 "br "O 8; 0107' UN QUA: LITE WINDOWS • • • • • •• • • • • ••• GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) B. 5/16" LAMI (1/8"HS,.090,1/8"I4S) 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 /16"HS) COMPARATIVE ANALYSIS TABLE 11. TEST REPOFCTS: FTL -3580, FTL -3582, FTL -3729, FTL -4607, FTL -4608 WIDTHS "XOX° VENT FIXED AEIGIT • • • 26 36 r 36 3/8 , 43 48 . • • 51416 • • • 8 �QQ 63 67 72 76 NEG POS NEG POS NEG POS NEG POS NEG F10S! N01 P0S CIE Ci POS NEG F, DS {SIEG POS NEG POS NE . 9 . 1 POS NEG 1 POS NEG1POS 75.0 -74.1 70.0 - 53.3 50.5 69.284 86.919 95.973 108.649 115.892 122 123.135 126.000 130 130.378 134 19.125 24 27 30 32 33.887 34 34.791 35.896 31.014 38.919 42.973 48.649 51.892 54.627 55.135 58.418 58.209 36 58.378 37 60 Rend By Dare: FK 3125/03 Reram 8 Re„4 er F.K. Dare: 7/10/13 Rer"•ns: we C Reer Dare: F.K. 6/23/05 solwaret 0 Ammer. Dare• •r Oaac F.K 12/17/02 C,F -90.0 A B,E -75.0 C,F -90.0 50,4 1,7,5 $7.4 70.0 .75.0 n 1 L 70.0 -AO, 80.13 55.2 -452% 42.61 70.0 45.0 70.0 A -75.0 B,E -75.0 C,F -90.0 A -75.0 B,E -75.0 C,F -90.0 A�75.0 B,E -75.0 C,F -90.0 A -75.0 B,E -75.0 A -75.0 B,E -75.0 C,F -90.0 A -75.0 B,E -75.0 C,F -90.0 A -75.0 B,E -75.0 C,F -90.0 A -74.4 B,E -75.0 C,F -90.0 A -74.3 B,E -75.0 C,F -90.0 A -72.9 B,E -75.0 C,F -90.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -75.0 -75.0 -90.0 -69.1 -75.0 -90.0 -60.5 -75.0 -90.0 -53.5 -75.0 -90.0 -49.9 - 75.0 -90.0 -75.0 -90.0 -46.8 -75.0 -90.0 -45.5 -75.0 -90.0 -43.8 -75.0 -90.0 -43.5 -75.0 -90,0 -42.2 -75.0 -90,0 70.0 70.0 70.0, 69.1. 70.0 70.0, 60.5 70.0 70.0 53.5 70.0 70.0 49.9 70.0 70.0 -47.3 47.3 70.0 70.0 46.8 70.0 ,70.0, 45.5 70.0 70.0, 43.6 70.0 70.0 43.5 70.0 70.0 422 70.0 70.0 -75.0 -75.0 -90.0 -63.4 -75.0 -90.0 -57.2 -75.0 -90.0 50.7 - 48.2 48.2 70.0 -75.0 70.0 -50.4 -75.0 -90.0 -46.8 -75.0 -90.0 -44.0 -75.0 -90.0 -43.8 -75.0 -90.0 -42.6 -75.0 -90.0 -41.2 -75.0 -90.0 -41.0 -75.0 -90.0 -39.7 -75.0 -90.0 70.0 70.0 70.0 63.4 70.0 70.0 57.2 70.0 70.0 50.4 70.0 70.0 46.8 70.0 70.0 44,0 70.0 70.0 43.6 70.0 70.0 42.6 70.0 70.0 41.2 70.0 70.0 41.0 70.0 70.0 39.7 70.0 70.0 -75.0 70.0 -90.0 70.0 -56.5 58.5 -75.0 70.0 -90.0 70.0 -62.1 62.1 -75.0 70.0 -90.0 70.0 -54,5 54.5 -75.0 70.0 -90.0 70.0 -51.3 51.3 -75.0 70.0 -90.0 70.0 -48.4 48.4 -75.0 70.0 -85.8 70.0 -47.9 47.9 -75.0 -85.0 70.0 -46.7 '46.7 -75.0 -82.8 70.0 - 45.1 45.1 -75.0 70.0 -79.9 70.0 -45.0 45.0 - 75.0 - 70.0 -79.6 70.0 -455 '43.5 - 75.0 -77.1 70.0 ADD GLASS TYPE E TO TABLE 11 NO CHANGE THIS SHEET CHANGE ANCHORS AND ADD 76 HEIGHT OPTION -64.9 -75.0 -90.0 -50.4 -75.0 -90.0 -55.2 -75.0 -90.0 -50.7 -75.0 -84.7 -47.4 -75.0 -78.6 -44.7 -75.0 74.0 -44.3 -75.0 -73.1 -43.1 -75.0 -71.3 -41.5 -75.0 -89.3 -41.4 -75.0 -69.1 -40.4 -75.0 -67.3 619 0-6%6 60.6 70.13 -750 70.0 70.0 -90.0 70.0 70.0 -90.0 70.0 70.0 - 79.5 70.0 47.4 - 45.645.5 70.0 -76.0 70.0 70.0 -73.2 750 44.7 42.8 42.8 70.0 -75.0 70.0 ,70.0 -69.4 89.4 44.3 -42.4 42.4 70.0 -75.0 70.0 70.0 - 68.8 68.8 43.1 .41.6 41.6 70.0 -75.0 70.0 70.0 -67.3 67.3 41.6 -40.4 40.4 70.0 -75.0 70.0 69.3 65.3 41.4 -40.3 40.3 70.0 -75.0 70.0 69.1 -65,1, 65.1 40.4 -39.2 39.2 70.0 -75.0 70.0 67.3 -63.3 83.3 1070 TECHNOLOGY ORAIE NOKOMIS FL 34275 P.D. Sox 1529 NOKOMIS FL 34274 -34T 511.1 -75.0 70.0 -90.0 70.0 -44.1 441r .4.0* 0 - 96.0! 7e11 49A 4911 -75.0 70.0 -87.0 70.0 -44.9 44.9 -75.0 70.0 -73.6 70.0 -42.7 42.7 -75.0 70.0 -68.3 68.3 -41.4 41.4 -75.0 70.0 -64.7 64.7 -41.1 41.1 -75.0 70.0 - 84.1 64.1 -40.2 40.2 -75.0 70.0 -62.5 62.5 - 38.9 38.9 -75.0 70.0 - 60.6 60.6 - 38.8 38.8 -75.0 70.0 -60.5 60.5 -37.7 37.7 -75.0 70.0 -59.1 59.1 -56.1 -75.0 -90.0 -41. 1 414 , -192 ;75.0170.0 4 7.5.0 • 90;1 , 70.0 -89.4 •46!2 70.0 -75.0 -75.0 -81.9 -42.0 -75.0 -69.7 -40.7 -75.0 -64.8 -39.5 -75.0 -61.0 -39.3 75.0 -60.5 -38.7 -75.0 -59.2 -37.7 -75.0 -57.6 -37.6 -75.0 -57.4 -36.7 -73.3 -55.9 •381 70.0 -75.0 70.0 -90.0 61.0 -58.4 70.0 -77.2 42.0 -40.1 70.0 -75.0 69.7 -66.3 40.7 -38.6 70,0 -75.0 64.8 -61.4 39.5 -37.5 70,0 -74.9 39.3 -37.3 70.0 -74.8 60.5 -57.9 38.7 -38.9 70.C-73.7 592 -56.5 37.7 -36.2 70.0 -72.4 57.6 -54.7 37.6 -36.1 70.0 -72.3 57.4 -54.6 36.7 -35.5 70.0 -71,0 55.9 -53.0 53.3 70.0 70.0 _55.01 55.0, 392 70.0 70.0 43.6 70.0 70.0 40.1 70.0 66.3 38.6 70.0 61.4 37.5 70.0 58.4 37.3 70.0 57.9 38.9 70.0 56.5, 362 70.0 54.7 36.1 10.0 54.6 35.5 70.0 53.0 -50.5 -75.0 -90.0 -38.9 -73.8 -85.2 -41.1 -75.0 -73.1 -38.0 -75.0 -63.1 -36.6 -73.2 -58.8 -35.7 -71.4 -55.7 -35.5 -71.0 -55.2 -35.0 -70.1 -53.8 - -34.3 -68.5 -51.7 -33.7 -67.4 -50.0 70.0 70.0 70.0 41.1 70.0 70.0 38.0 70.0 63.1 36.8 70.0 35.7 70.0 35.5 70.0 552 35.0 70.0 53.8 68.6 51.9 34.3 33.7 67.4 50.0 -55.01 55.0 -55.01 55.0 -48.1J 48.1 -48.3146.3 -55.01 55.0, - 55.01 55.0, 47.2147.2 -43.91 43.9, -55.01 55.0 -55.01 55.0 -47.7147.7 "X0_ & .or WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. GLAZING OPTION: D. 7/16' LAM 3/16"HS,.090.3/16"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 VVIDTH 'TEST REPORT: FTL-3560 70.0 TABLE 12A. °X0" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL-3.580, FTL-4607, FTL-4608 ALL "XOX" SIZES UP TO 134" WIDE x 76° HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND ALL "(0* or °OX" SIZES UP TO 97" WIDE x 76" HIGH VvITH 37" MAX VENT WIDTH AND 60° MAX. FIXED WIDTH 1-55.01 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 A 114° SS4 CRETE-FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.8 P.S.F. ALUMINUM CASEMENT WINDOW, IMPACT Sevah•dal. pa,* Shwa: [maths No. Rer UNEQUAL UTES UNEQUAL LITES UNEQUAL trrEs P119118/Ll' 0E0569 • with the Mai% as PRODUCT 9:3=742.9 ot • / ivcdnet Lucas A. Turner. P.E PE #58201 Mechanical • •. • MAX. HEIGHT (SEE SHTS. 3 & 4) Read Br Dat,X Regis F.K 3/25/03 B Rased at DM Revisions: F.K. 7/10/03 C Rand es V. RevbI F.K 6/23/05 D Onvan Eir Dare: CheckedB F.K 12/17/02 0 0 0. 0 i G 0 0 ® 0 VERTICAL SECTION OPERABLE UNIT ADO 13/16' I.G. GLAZING BEAD ITEM SNOW TOP HINGE Oats: 0 • 0 r- 0 CHG SHT. NO. REF. AND ADD ITEM 89 MAX. VENT DAYLIGHT O OPENING (SEE SHT. 3) MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) • • • • • • • • • 0 0 000 k 7 L'll 0 VERTICAL SECTION FIXED UNIT • ,RECEAEVOE ;X0;& "XOX" FRAME • "ASUCAIELY DETA4, SHEET 11 • • • r • 000 • • • • • • • LITE • • • DAY i6HTT�OPENING 80 (SEE SHT. 3), ••• •• • - • • • • • . • . P tA X. WIDTH.(SEE SHT. 3) • Hrni20PSYA L § - XOX •• • • • • • •• Visibly Bauer MAX. VENT + DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X SECTIONS sarcaneoeer CA -740 NTS 0 oltilai ir _ .1 a l _.1=a w , __,. la 1,..1 ,_ ad la _, 0 11 l� MAX. VENT` `'' DAYLIGHT OPENING - (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XX 000 0 rkw ALUMINUM CASEMENT WINDOW, IMPACT 4mt 10 of 13 D^^e 7045 -8 REFERENCE "XO° & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 Q 00 0 0 0 0 0 ,' "XX" FRAME ASSEMBLY DETAIL, SHEET 11 000 IPROdi1CT REVISED S cc* •tu tweil It ALL PRODUCT RENEWED as eelegrAying with the Mate Rehthsg Cede • ; • Raft Lucas A. Turner, P.E. PE #58201 Mechanical z-'z 1070 TECHNOLOGY AR1VE NOKOMIS, FL 34278 P.O. BOX 1529 NOKOMIS, Pt 34274 . ••• RevsdBy, F.K. Rawl By FK. Read Br F.K 3/25/03 ban', 7/10/03 6/23105 Karin": B Reesiom: C Revision; D Ore"a ey gaJe: C:hec&e By Dos F.K. 12/17/02 NO CHANGE TH1S SHEET NO CHANGE TH16 SHEET ADD ITEM 89 " •,• •'• •. •• • • • Mill E: PLLry.111+�IIJUt 1 SFZALL BE OF 6063-T6 • • ••• • • • FRAME ASSEMBLY TUBE MATL: 6063 -T6 "X" FRAME "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MAIL: 6063 -T6 "X" FRAME JAMB "XO" & "XOX" FRAME ASSEMBLY DETAIL FRAME HEAD OR SILL #8x1 QUAD PH SMS (2) PER CORNER #12x1 PH TEK SMS 13" MAX. O.C. W1(2) SCREWS 3" APART AT MID -SPAN "X" FRAME JAMB #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "0" FRAME JAMB MAIN FRAME ASSEMBLY DETAIL • • ••• • ••• •• • • . . • • . • •• . •. .•• • • SASH FRAME TOP OR BOTjOM AIL •• •• . • • • • • • • •• • . . •• • • • • • • • ••• •• • #8x1 QUAD PH SMS (2) PER CORNER I SASH FRAME _ SIDE , � _T SASH FRAME ASSEMBLY DETAIL 70 1.376" .095 2.854" .062" NOM. 1 - 2.784" 0 FIXED FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7005A 440" CASEMENT BACKING PLATE MATL: 6063 -T6 DWG# 7071 1.159" 2.139" (SASH FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7003A .062" NOM. L 2.784" - FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7002A paosucT avails o PRODUC! RINEWVO as cvangying with 1be Wag sa ads PeeeisMsen 110 DIV 2.919" 1070 TECHNOLOGY DRIVE NOKOMIS, 8134275 P.O. BOX 1529 NOKOMIS, FL 34274 PIG" Visibly Better CA-740 EXTRUSIONS & ASSEMBLY DETAILS Tar ALUMINUM CASEMENT WINDOW, IMPACT NTS X 11 " 13 •c0.wa 7045 -8 Rer D Lucas A 5jime;, P.E. PE #58201 Mechanical PARTS LIST •• I ITEM DWG # PGT. # DESCRIPTION • • 1 7002A •/3 • MAIN FRAME - HEAD, SJLL & JAMBS • 2 1155 781PQA 48 X 1 QUAD PH SMS 3 7008 FRAME CORNER KEY 4 1/2 "X1/2 "XI /8" CLOSED -CELL FOAM TAPE • — 5 7003A SASH - TOP, BOTTOM & SIDE RAILS • • 6 1155 781PQA 48 X I QUAD PH SMS • • 7 7017 67017K BULB WEATHERSTRIP .187X.240 • 8 7009 89 1 SASH CORNER KEY 9 7024 • MAXIM MULTI -POINT LOCK , 10 7026 • • LOCK SUPPORT PLATE • 11 • • • • 410.24 X .562 PH. PN. TYPE F 12 7014 7007 MULTI -LOCK KEEPER (R.H. & LH.) 13 1157 78X78PPSMS 48 X .875 PH. PN. SMS 14 7013 TIE BAR GUIDE 15 7015 • 86 �•• TIE BAR ASSEMBLY 16 7028 • MAXIM DYAD OPERATOR 17 7027 • • • •87a • • MAXIM DUAL ARM OPERATOR 18 7030 • OPERATOR GASKET 19 7031 BACKING PLATE 20 48 -32 X.375 PH. PN. TYPE B 21 7032 89 STUD BRACKET (1.,R & R.H.) 22 7858ZA 48 X 5/8" FLT. PBL SMS 23 7033 OPERATOR TRACK & SLIDER (DUAL ARM) 24 7022 SNAP ON HANDLE 25 7023 12" HINGE (HEAVY DUTY) 26 710x12FP 410 X .500 PH. PM. 30 5/16° LAMINATED (1 /8A & 1/8135 GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 31 5/16" LAMINATED (1/8HS & 1/8HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 32 7/16" LAMINATED (3/16A & 3/16HS GLASS) .090 IN IERLAYER - SOLImA OR DUPONT PVB 33 7/16" LAMINATED (3/16115 & 3/16HS 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 - DOW 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 48 X .500 sq. PN. TEL( SMS CASEMENT FRAME ASS'Y. TUBE 67 7004A 67004 68 712XIPPT 412 X I" PH. PHIL TEK. 69 7011 LOCK SUPPORT PLATE 70 7012 LOCK SPACER 71 7019 711573 SNAP -ON T- HANDLE KNOB 72 7018 7FLD11D FOLDING HANDLE • • • • : • : : PARTS LIST CONT. rr i D # • .SGT. # DESCRIPTION •/3 • '70f5 MAXIM SINGLE LOCK 74 7016 SINGLE LOCK KEEPER 75 • 708Z4A 48 X .750 QUAD PN SMS ' 80 e • • : 7005A • • : FIXED WINDOW FRAME - HEAD, S1LL & JAMBS 89 1 • , " • 7881'( A 48 X I QUAD PN SMS 82 • • '010 • • • • FIXED FRAME CORNER KEY 83 7007 INSTALLATION HOLE COVER 85 7047 67407 GLAZING BEAD (13116" LG.) • 86 �•• • : • • • : • • • 4" • • • • 13/16° • • LG. GLASS (1/8"11S, AIR SPACE, 5 /16'4AMi) 5/16° LAMI = LITES OF 1 /8 "HS GLASS WITH AN.0901NTERLAYER - SOLUTIA OR DUPONT PVB • • • •87a • • ( 2) • • • _ • • •; • • • A • 1 : ]3/16" • • LG. GLASS (1/811S, A1R SPACE, 7 /16 °LAMI) 7/16" LAMI= 3 /I6A & 3/161TS GLASS WITHAN.0901NTERLAYER - SOLUTIA OR DUPONT PVB 13116" LG. GLASS (1/8 "HS, AIR SPACE, 7 /16 "LAMI) 7/16" LAMI= 3/1685 8c 3/16115 GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 89 7071 67071 CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) • • ••• . }• •• • • • • • • • . • .706" .050" 0 5/16" GLAZING BEAD " MATL: 6063 -T6 172 DWG# 7036 .870" .050" i -i 1 --- .569" 0 13/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7047 .523" -- r -- .050" .865" 0 7/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7042 .865" @CASEMENT SCREEN FRAME MAIL: 6063 -T6 DWG# 7006 ' 993" .289" .040" .125° .062" --1 1.124" .093" °CASEMENT FRAME ASSEMBLY TUBE MATL: 6063 -T6 DWG# 7004A INSTALLATION HOLE COVER MATL: 6063 -T6 DWG# 7007 2.701' ' �'i„7FTi�l II PRODUCT RENEWED as co ptylag t8a P oiI* SAO* Cede Accepase41 a ' "a 1I 1021/ ;'4� 13 Rand Br F.K Mmtd er: F.K. Ced Dare: 3175/03 care: 7/10/03 Darr. 6/23/05 Revisions. 8 Revisions; C D ADD 13/16' 1.G. GLASS 8 GLAZING BEAD NO CHANGE THIS SHEET F.K ADD EQUIV. TO ITEM 44, $IUCONEAND ADD ITEMS 87, 88 AND 89 @eevn er: De": Daecked9J. Oare. F.K. 12/17/02 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, R. 34274 `" Visibly Better o PARTS LIST & EXTRUSIONS Raw ALUMINUM CASEMENT WINDOW, IMPACT CA -740 NTS Shoot 12 d 13 t"' 0Ka 7045 -8 R. D Lucas A. 1 urner, P.E. PE 458201 Mecha, cal 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM f ASEE NC�T;; G RowTBd By Date: F.K. 3/25/03 Rew18r• Dab: F.K. 7/10/03 Re Br bate: F.K. 6/23/05 Dre,m Br Deis: F.K. 12/17/02 1 oaf 1 112" MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK B Revisimz C Rertaima, 0 Ghe Fed By NO CHANGE TMS SHEET NO CHANGE THIS SHEET Date; A SEE NOTE 1 SEE NOTE 4 A ix WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM —] _ 11/4 " MIN. OPERABLE UNIT FRAME TO CONCRETE REVISE NOTES AND REMOVE 3/16° TAPCONS & 1/14 SCREWS . • •_• • •• •• • • • • • • • • • • • • • •• • • • • • • ••• • • I II`{1iul (1 f .it;I41!11111�114 `lam �*„��.••.. •, • • • • • • • • X1 " • MAC. S�11 ---1 • ;L�SEE NOt 2 • • • SEE NOTE 4 ' • w . • •• ••• v • ! • • • • • • • • • • • • • • • • • • • • • • • • • 1 1/4" MIN. • OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK NOTES: A 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 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 ". 1x 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. 1070 TECHNOLOGYOPoVE NOKO.WS, F1. 34275 P.O. BOX 1529 NOKOMIS, FL 34274 1/4" MAX. SHIM "IIj11�71il Illllillll llf4 ASEE NOTE 1 Visibly Better • • • • • • • • • • • !A WOOD BUCK (SEE NOTE 3) T CA -740 1 1/2" MIN. FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK j 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE A SEE NOTE 4 tom: ANCHORAGE DETAILS ssa": NTS A SEE NOTE 4 NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. ALUMINUM CASEMENT WINDOW, IMPACT 13 or 13 A 1x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM ji l a'lino rills fi \a A SEE NOTE 1 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE WI WOOD BUCK LESS THAN 1 1/2" THICK 7045 -8 r riltntoctittroinn Da PRODUCT RENEWED as esenstisirsith the Midi *Meg Cade Acaapaelm No Onto • • Olk �, .... MAW Lucas A. Turner, P E. PE #58201 Mechanical SEE NOTE 4 20. f /Ur - • • •.•.•• • • 000000 • • • 00000 • • 00000 • • • •••.• • • 000000 • 000000 ..•• . 7 • •....• • • • 9. •• . ••• •••• • • • 10. •• •• • •rr. • • • •••• 1. Client 2. Job Name 3. Job Address 4. County 5. Building Height : 6. Basic Wind Speed : •••• Std•Bidg. Code Chapter 16.) Bu4 • trir pg. 12. Building Category : • • Bldg. > 60 ft. AI- Farooq Corporation 1235 SW 87 Avenue • Miami, FL 33174 Tel: (305) 264 -8100 • Fax: (305) 262 -6978 Site Specific: Wind Loads (Based on data supplied by client) . 11.1 r 1) 14 W �5o N 1 10 a. 51-6( 01006 6 1L 3313% NIA-M( - 17.Prinz✓ /6' : ASCE 7 -05, FBC 2007 Edition : O Flat Slope: Pitch / 12 : o Non Coastal 0 Coastal 0 Other Wind Standard Robf Slope Exp6Sttfe •• •• (Coas#al•exposure applies within 1500 ft of ocean line or 50 miles within ocean line for : Length ft. Width ft. Atfageflpor plan with shutter / window, sizes and types. (Note: If maximum load used for all openings floor plan is not required) .. P I e• eas-rA (305) - y-a a � Client Representative Bldg. < 60 ft. ��►5• t3vrb2S ft. (see sketch below) mph Fh-C lo -943 JUL 0 1 2010 a ,, a � PO A IA ;j � Q ' • �CENS �. •. • F .,• No. 70592 •. STAN OF 4-fA .. S/ON A\_t °•• UL ° 2 2010 JAVAD AHMAD, P.E. - FL # 70592 EB C.A.N. #3538 • 1 I a AL- FAROOQ CORPORATION CAN (EB) #3538 1235 S.W. 87th. AVENUE MIAMI, FL. 33174 PH. 305 - 264 -8100 CUSTOMER :TRITON WINDOWS DISTRIBUTORS PROJECT :IRENE k4EG'EDIAS 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 07 -01 -2010 (TABLE 6 -3, PAGE 79) (TABLE 6 -4, PAGE 80) (TOPOGRAPHIC FACTOR - FIGURE 6 -4, PAGE 45) •••• • • ..•YtLOC�IT „PRESSURE Qh= .00256 Kh Kzt Kd IV = 39.43 PSF • •••••• . • • • • • : •• G�€p CpFFgICIENTS (FIGURE 6 -11A, PAGE 55) • • •••••• • • .. ZONE 4 -1.10 • ••• •••••• • • •••• ••••• 2b =. NE 5. • 1 i-1.00 -1.40 • • •••• :...•� • •••••• • • ; OOpPVICIENTS = + .18 - .18 (FIGURE 6 -5 PAGE 47) • ••.. • • • . •••• DESIGN PRESSURE P = Qh(GCp - GCpi) ZONE 4 = + 46.5 PSF - 50.5 PSF NE 5 = + 46.5 PSF 62.3 PSF JUL 0 2 2010