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WS-10-1019(p1 10 I - •= .1 4 , 1st4 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Miami Shores Village Building Department (0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Job Address (where the work is being done) l D (03`k NF 1 1 Ci Is Building Historically Designated YES NO Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) \goo Phone # g t t - rF ( Owner's Address 1 D to3 tA N3 11 C.A Cit q SVt.ore_5 State Zip 3 b t Tenant/Lessee Name Phone # City Miami Shores Village County Miami -Dade Zip J Contractor's Company Name LAZ .3:$ -1. P (OuR L .Q.J Phone # Contractor's Address tiO O 3 O Z'r-e City -k II W OCR c9 state Qualifier tJJ till La 9Jl S G L) f LLi tt $ Value of Work For this Permit ?-)6 d d (� aSt-IZaZ` `-t t S zip 33 'NS Submittal Fee $$ O Permit Fee $ 0 � CCF $ I Notary $ Fai ining/Education Fee $ I Technology Fee $ a U"00 Scanning $ q I it Radon $ Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ R V6- (Continued on opposite side) 10)TaZRWITn BY:.......... d ...... Permit No. ire.. t O (O1 Master Permit No. Architect Engineer's Name (if applicable) yl k Phone # 6 154 3S4 ()(.QCD.C) Square Footage Of Work: Type of Work: EAddition ElAlteration DNew '' L11J Repair/Replace ❑ Demolition � Q Describe Work: ', (� P W 1 oduckoS a c7 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 A1414 DAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a rei ection fee will be charged Signature. pe _ � Owner or Agent The foregoing instrument was acknowledged before me this 9 day of CALt,t , 20 10, by ,S Q Jena ncasti+ who is personal known to me or who has produced identificati. d who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: ** * ** * * * **a * *** *** * ** ** ******* ** State Certificate or Registration No. C6-IC OC.2 1'4v Chc 10/14/03 Signature Contractor The foregoin instrument was acknowledged before me this op, day of 20 I°, by ""� 1. () ,, (,.Tr ed who is personally known to me or who has produced as identificati d who did take an oath. onl My Commission Exp�n es�' , Gam �. Certificate of Competency N. ` ficate of Competency Holder) *** ******* *** ******** ** ********* ** ******** ** ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: ,� V / 0 Plans Examiner Engineer Zoning * Inspection Number: INSP - 151583 Permit Number: WS -6 -10 -1019 Scheduled Inspection Date: October 27, 2010 Inspector: Bruhn, Norman Owner: DORSON, BERNARD & GERMAINE Job Address: 10634 NE 11 Court Miami Shores, FL 33138- Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Building Department Comments October 27, 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 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1122320280440 Phone: (954)792 -4415 REPLACE 11 IMPACT WINDOWS AND 4 DOORS Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 150298. CREATED AS REINSPECTION FOR INSP- 148974. CREATED AS REINSPECTION FOR INSP - 145020. Doors in family room are not installed per plan. Strucure added no permit. NB Cancelled not ready NB Page 4 of 10 THRESHOLD /SPECIAL INSPECTION REPORT PROJECT: CLIENT: Rassif Residence Florida Home Improvements SPECIALTY ENGINEERING CONSULTANTS, Inc. DAY: Wednesda DATE: 6/21/2010 CONTRACTOR: PERMIT #: INSPECTION TYPE: Special TRACKING #: 2103778 PROJECT LOCATION: 10634 NE 11th Court, Miami Shores PERFORMED BY: Kurt Johnson MEMBERS / AREAS INSPECTED: Performed in- progress inspection for windows and french door replacement and verified installation of wood bucks and mullions. DISPOSITION / RESULTS: All work a • • roved. GENERAL NOTES: Respectfully submitted, Specialty Engineering Consultants, Inc. D. Mark a nc, PE State j - rl. Registered Professional Engineer #0035683 Re ered Special Inspector #1177 Rassif Residence t2104381 10634 NE 11th Ct, Miami Shores 072110 Dade • Broward • Palm Beach DISTRIBUTION COPY: 1599 S.W. 30th Avenue, Suite #20 • Boynton Beach, FL 33426 • Office: 561- 752 -5440 • Fax: 561- 752 -5542 1 u p .0 FRENCH LATION TO TUBE. MULLION TUBE FILLER NEW DBL 6068 DOOR INS Al ' +47.2 PSF -51.4 PSF 2x6x 4" A_UVI. AI/ 3x34 ALUM. s' -n" s' -n ". CLIENT INFORMATION FLORIDA HOME IMPROVEMENTS SW 30 AVE HOLLYVVOOD, FL PROJECT INFORMATION RASSIF RESIDENCE 10634 NE 11 COURT MIAMI SHORES, FL DOUBLE MULLION INSTALLATION SPECIALTY ENGINEERING CONSULTANTS, Inc 1599 SY,' 30th AVE. SUITE #20 BOYNTON BEACH, FL 33426 DADE - BROWARD - PALM BEACH FL CA. #009217 561 - 752 - 5440 OFFICE 561 - 752 - 5542 FAX I) 2x6x I" ALUM. TUBE MULLION SHEAR /MULL = 525 LBS 4 TAPCONS HAVE A CAPACITY OF 4.285 =1140 LBS 6" EXISTING CONCRETE BEAM ABOVE EXISTING CONCRETE CURB PARTIAL ELEVATION VIEW SCALE: 3/8" = 1' -0" 3x3x I" ALUM. TUBE i" x 3" ALUM. PLATE, EACH SIDE. FASTEN PLATES TO SIDE OF 3x3 #12 FH SMS 8" 0/C STAGGERED. DOUBLE MULLION INSTALLATION 2x14 "x x 4" ALUM. CLIP ANGLE POSITIONED TOP, MID, AND BTM. (TOTAL OF 6) FASTEN VV/ (4) #12 FH SMS /EACH ANGLE. 2x6x 21" ALUM. TUBE MULLION ALUM. TUBE MULL CLIP SECURED TO CONCRETE T R OP (& x 2" TAPCONS ALUM. CLOSURE ACROSS FACE OF TUBE MULLS, INSIDE AND OUTSIDE. NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOS SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOUO NO.I% .1232 -o28 .p4'(() STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made property, and in accordance with Chapter 713, Florida Statutes, the follow! is provided in this Notice of Commencement. 1. Legal description of property and street/address: P t A, S crQS A,D't Ito (j l. 3 _ 2. Description of improvement: s�i?1J tJ L —� LS 10 (e kl Interest in property: bt jj N1.Ar 3. Owner(s) name and address: Name and address of fee simple titleholder 4. Contractor's name, address and phone number I orida Home - improvement Associates 4070 SW 30th Ave. Hollywood, Florida 33312 Phone 954 - 792 -4415 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other doc ents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number. 8. In addition to himself, Owners designates the following person(s) to receive a copy of 713.13(1)(b), Florida Statutes. Name, address and phone number. 9. Expiration date of this Notice of Commencement: (the expiration date Is 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. t i e _ :. J - C-�c//V4 Sign :r ( s y Print STATE OF FLORIDA COUNTY OF MIAMI -DADE The foceg ping instru nt wpkacknowl edged before me this A day of By .1Q0 la a. ❑ Individually, or ❑ as for '. iersonaliy known, or ❑ produced the following type of identification: Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. STATE OF FL I HERESY CER orlglnalfkc By uthorized Officer/Director/Partner/Manager By Print Name Title/Office Owner(s)'s Authorized Officer/Director/Partner/Manager who si 111111111111111111111111111111111111111111111 CFN 2010R0370102 OR $k 27305 Ps 23631 .tips) RECORDED 06/03/2010 09:51:46 HARVEY RUVIN, CLERK OF COURT MIAMI —DADE COUNTY, FLORIDA LAST PAGE ,AD2O n ' and OfI crab Seal. N CLERK, of Circuit and County Courts �r D.C. A, COUNTY Of DE FY Phet this Is e tive py Q1 [yra oThce 0n 3 day of Space above reserved for use of recording office e Lienor's Notice as provided in Section ( ;i4.3a LAW' ,.Ez 1 4 0 1 5� f' 1\01%,,,— 3331g_ W f u a a 1 • y. ,, • • • • ••• • • • • ••• • • • 1 mommommimimmaugamalwilumumwmiiiimiummommormilmmiummnimum mommommommumummommommommommummummaimmuimmumum Imummembutimawalimmommonmammummommummummorommumm IIIIMMOMIOUWWWWWWWINNWOMMIMOMMUNOMOMMIMIIIMMOMMEMOOOMMININIMMO IMMINIMMIliiiiiiiiiiiiiiiiiMAWiNWOMMOSIMMINVIMMINOIMMOOMMIWOOMMIMMUM IMMINIMEHMONEETNTNNVOMMOMMEMMIIIIIMMIIIMMINIMMINAMMOMMUNI IMUCKIIIIMMUMMEMOMMIKOMMOMMIIMMIMMINIMMEMOMMENUMIROMMOMMOOMMOMMI MIMMIOMMEMOMMAPAEMIMOVAMIRAMMEMOIVAIMMEIONOMMOOMmommommoul M Il1lHh1lllhllllHhIl!!!IllI! l II M !3 �� r �n w ■ K1, Mean Roof Heigh DESIGN PRESSURES (PSF) • Zone 4 10 15 20 Tributary Area (So Ft) 40 45 50 25 30 35 0 -15 i - -50.4 +46.5 ) 9.2 +452 - 48.3 +44,4 -47.6 +43.7 - 47.1 +43.1 -46.6 +42.7 -462 +42.3 -45.9 +41.9 -45.5 +41.6 18 ft +47.1 '49.8 +45.9 - 49.0 +45.0 -48.3 +44.3 - 47.7 +43.7 - 47.3 +43.3 - 46.8 +42.9 - 48.5 +42.5 -46.2 -46 +42.2 18 ft -52.4 +48.3 - 51.1 +47.0 -50.2 +46.1 -49.5 +45.4 - 48.9 +44.8 -48.4 +44.3 -48.0 +43,9 -47.7 +43.6 -47.3 +43.2 20 ft -53.5 +49.4 -522 +48.1 -51.3 +47.1 -50.6 +46.4 -50.0 +45.8 - 49.5 +45.3 - 49.1 +44.9 - 48.7 +44.5 -48.4 +442 22 ft - 54.6 +50.4 -53.3 +49.0 -52.4 +48.1 -51.6 +47.4 - 51.0 +46.8 -50.5 +46.3 -50.1 +45.8 -49.7 +45.4 149.4 +45.1 24 ft -55.6 +51.3 -54.3 +49.9 -53.3 +49.0 -52.6 +48.2 -52.0 +47.8 -51.5 +47.1 -51.0 +46.7 -50.6 +46.3 -50.3 +45,9 26 ft -56.6 +522 -55.2 +50.8 -54.2 +49.8 -53.5 +49.1 -52.9 +48.4 -52.3 +47.9 -51.9 +47.5 -51.5 +47.1 -51.1 +46.7 28 ft -57.5 +53.0 58.1 +51.6 -55.1 +50.6 - 54.3 +49.8 -53.7 +49.2 -53.2 +48.7 -52.7 +482 -52.3 +47.8 -51.9 +47.4 30 ft -58.3 +53,8 - 58.9 +52.3 -55.9 +51.3 -55.1 +50.6 -54.5 +49.9 -53.9 +49.4 -53.5 +48.9 -53.1 +48.5 -52.7 +48.1 32 ft -59.1 +54.5 -57.7 +53.1 -56.7 +52.0 -55.9 +51.3 -55.2 54.7 +50.6 5 +50.1 -54.2 +49.6 -53.8 +492 -53.4 +48.8 ft -59.9 +552 -58.4 +53.7 -57.4 +52.7 -56.8 +51.9 -55.9 +51.3 -55.4 +50.7 - 54.9 +502 -54.5 +49.8 -54.1 +49.4 38 ft -80.6 +55.9 -59.1 +54.4 -58.1 +53.3 -57.3 +52.5 -56.6 +51.9 -58.1 +51.3 -55.8 +50.8 -55.1 +50.4 -54.8 +50.0 38 ft -81.3 +56,5 -59.8 +55.0 -58.7 +54.0 - 57.9 +53.1 -57.3 +52.5 56.7 +51.9 -562 +51.4 - 55.8 +51.0 -55.4 +50.6 40 ft -62.0 +57.1 -60.5 +55.6 -59.4 +54.5 - 58.6 +53,7 -57.9 +53.0 -57.3 +52.5 58.8 +52.0 -56.4 +51.5 -56.0 +51.1 42 ft -82.6 +57.7 51.1 +562 -60.0 +55.1 -59.2 +54.3 -58.5 +53.6 -57.9 +53.0 -57.4 +52.5 -57.0 +52.1 -56.6 +51.7 44 ft -632 +58.3 -61.7 +56.7 50.6 +55.7 -59.7 +54.8 -59.1 +54.1 - 58.5 +53.5 58,0 +53,0 -57.5 +52.6 -57.1 +522 48 ft -63.8 +58.8 -62.3 +57,3 -612 +562 -60.3 +55.3 -59.6 +54.6 -59.0 +54.0 -58.5 +53.5 -58.1 +53.1 -57.7 +52.7 48 ft - 64.4 +59.4 - 62.8 +57.8 - 61.7 +56.7 -60.8 +55.8 - 60.1 +55.1 -59.6 +54.6 -59.0 +54.0 -58.6 +53.6 -58.2 8 +53.1 50 ft -64.9 +59.9 -63.4 +58.3 -82.2 +572 - 81.4 +56.3 - 80.7 +55.6 -80.1 +55.0 -59.5 +54.5 -59.1 +54.0 -58.7 +53.6 52 ft - 65.5 i 60.4 -834 • +88.8 •9E.8 a% -81.9 +56.8 -612 • +584 -80.6 • +55.4 -60.0 +54.9 -59.6 +54.5 -592 +54.0 • •gt ft • • 41.66.0 4 60.8 •68.5 +61.3 - 64.4 194 -64& +59.7 , -6 ,r �3. • 3� Jilt • ' -6334 +58,5 -62.4 • +57.2 -62.9 +57.7 • -60.7 156.5 • -62.1 • + • •81.0 155.9 e31.5 • :56.3 - 80.5 +55.4 -61.0 +55.8 -60.1 +54.9 -60.5 +55.3 -59.6 +54.5 -60.1 +54.9 • • it • • sti•,��- • •'7 • • 57.5 11 1.622 - 65.8 • +60,0 - 84.7 +5911 -63.8 +58.5 -63.0 _ 95 -62.4 • 957.1 -61.9 +56.6 -61.4 +56.1 -61.0 +55.7 in) DESIGN PRESSURES (PSF) - Zone 5 10 15 20 Tribute == • - 40 45 50 25 ,1 11735 -622 -59.8 -58.0 -56.7 -55.6 -53.1 52.5 0 -15 ft +48.5 +45.2 .- 44 1 +4.3.7 43 / +41.9 +41.6 18 ft -63.1 - 60.6 - 58.8 -57.5 - 56.3 -55.4 -54.6 'T!' -532 +47.1 +45.9 +45.0 +44,3 +43.7 +43.3 +42.9 +42.5 +42.2 18 ft -64.6 - 62.1 -60.3 -58.9 - 57.8 - 56.8 -55.9 -552 -54.5 +48.3 +47.0 +46.1 +45.4 +44.8 +44,3 +43.0 +43.6 +432 20 ft -68.1 -63.5 -61.6 -602 -59.0 - 58.1 -572 -56.4 -55.8 +49.4 +48.1 +47.1 +46.4 +45.8 +45.3 +44.9 +44,5 +442 22 ft -67.4 +50.4 -64.8 -62.9 +49,0 +48.1 -61.4 +47.4 -602 +46.8 -592 +46.3 -58.4 +45.8 -57.6 +45.4 -56.9 +45.1 24 ft 58.7 +51.3 -66.0 - 84.1 +49,9 +49.0 -62.6 +48.2 -61.4 +47.6 -80.3 +47.1 -59.4 +46.7 - 58.7 +46.3 -58.0 +45.9 28 ft - 89.8 +52.2 - 67.1 -65.1 +50.8 +49.8 -63.6 +49,1 -82.4 +48.4 -61.4 +47,9 -60.4 +47.5 -59.6 +47.1 -58.9 +46.7 28 ft - 70.9 +53.0 -682 -662 +51.6 +50.6 -64.6 +49,8 -63.4 +492 -62.3 +48,7 -61.4 +482 -60.6 +47.8 -59.9 +47.4 30 ft - 72.0 +53.8 -69.2 - 67.1 +52.3 +51.3 -85.6 +50.6 - 64.3 +49.9 -632 +49.4 -62.3 +48.9 -61.5 +48.5 -60.7 +48.1 32 ft -73.0 +54.5 - 70.1 -68.1 +53.1 +52.0 - 68.5 +51.3 -65.2 +50.6 - 64.1 +50.1 -83.1 +49.6 - 82.3 +49.2 -61.6 +48.8 34 ft -73.9 +552 -71.0 -68.9 +53/ +52.7 -67.3 +51.9 - 68.0 +51.3 -64.9 +50.7 - 84.0 +50.2 -63.1 +49.8 -82.4 +49.4 38 ft -74.8 +55.9 -71.9 -69.8 +54.4 +53.3 -68.1 +52.5 -86.8 +51.9 - 85.7 +51.3 - 84.7 +50.8 -63.9 +50.4 -63.1 +50.0 38 ft -75.7 +56.5 -727 -70.8 +55.0 +54.0 -88.9 +53.1 -67.6 +52.5 - 86.5 +51.9 -65.5 +51.4 -84.6 +51.0 -63.8 +50.6 40 ft -76.5 -73.5 -71.3 -69.7 - 88.3 -67.2 -682 -65.3 54.5 +57.1 +55.8 +54.5 +53.7 +53.0 +52.5 +52.0 +51.5 +51.1 42 ft -77 +57.7 -742 -72.1 +582 +55.1 -70.4 +54.3 - 69.0 +53,6 -67.9 +53.0 - 86.9 +52.5 -66.0 +52.1 -65.2 +51.7 44 ft -78.0 +58.3 -75.0 -72.8 +56.7 +55.7 -71.1 +54,8 - 69.7 +54.1 -68.5 +53.5 -67.5 +53.0 -68.6 +52.6 -65.8 +522 46 ft -78.8 +58,8 -75.7 -73.5 +57.3 +56.2 -71.8 +55.3 -70.4 +54.6 -69.2 +54.0 -682 +53.5 -67.3 +53.1 -66.5 +52.7 48 ft -79.5 +59.4 -76.3 -74.1 +57,8 +56.7 -72.4 +55.8 -71.0 +55.1 -69.8 +54.5 -68.8 +54.0 -67.9 +53.6 -67.1 +53.1 50 ft -80.2 +59.9 -77.0 -74.8 +58.3 +57.2 -73.0 +56.3 -71.6 +55.6 -70.4 +55.0 -69.4 +54.5 -68.5 +54.0 -67.6 +53.8 52 ft -80.8 -77.6 -75.4 -73.8 -722 -71.0 -69.9 -69.0 -882 +60.4 +58.8 +57.6 +58.8 +56.1 +55.4 +54.9 +54.5 +54.0 54 ft -81.5 +60.8 -78.3 -78.0 +592 +58.1 -742 +572 -72.8 +56.5 -71.6 +55.9 -70.5 +55.4 -69.6 +54.9 -68.7 +54.5 56 ft -82.1 +61.3 -78.9 -76.6 +59,7 +58.5 -74.8 +57.7 -73.3 +56.9 -72.1 +56.3 -71.0 +55.8 -70.1 +55,3 -69.3 +54.9 60 ft - 83.3 +622 -80.0 -77.7 +60.6 +59.4 -75.9 +58.5 -74.4 +57.8 -73.2 +57.1 -72.1 +56.8 -71.1 +56.1 -70.3 +55.7 03/0212009 - 5:01 pm 2007 FLORIDA BUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING • • • • • ••4T1! • • INTERIOR ZONE 4 PRESSURES • • •• z • v • _ • 1L -o F:\03 Elements \10 Loading \11 Calculators\ASCE 7-051 FLB -ASCE 7 -02 Pressure Charts (0- 60).dwg SIBIAAQKS 'mutitsue REVISE FOR 07 FBC • • • DRWN CL TSB CHKD FLB FLB 0 THRDOCUTPENT IS THE PROPERTY OF FRANK L BEVNARDO, li kE AND MALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.E. •• ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND NVAI.IDATE OUR CERTIFICATION. EXTERIOR ZONE 5 PRESSURES DATE 04/19/06 02/23/09 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING WIND VELOCITY =146 MPH EXPOSURE 'C' INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VAUD AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VAUD WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN I5 BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I =1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpI = +/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT. LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. CF-1 ® 1--40 1 ELEVATION 1 WALL ZONE FIGURES ENGINEERING EXPRESS® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 FAX: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH •9885 BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd PEAK ROOF HEIGHT MEAN ROOF HEIGHT .Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: to 4,2)4 , IV" CC Permit No. Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact 11) or Door or Mullion Number Design Pressure ressure Size Yes / No Yes / No Yes / No ( +) PSF ( -) PSF ( +) PSF ( -) PSF 0 0 '.) 0 'yerj i t LAAYN pow FL 1 bt0"1.1 rack. o o.O 4c.5 - so .4 2 r a ` 44.4 t -69.o -re, „ b.-) 4, NJ `( TL'iocl. 2 v 4t.q - 63.1 itO'Iavcoil's . P1-IZZ`t8 .I (oO.O 1 - 15.O y3.1 /46. 1314% (011i (0 `17V' 6 -ob.n5 15.01 -85.0 4 4-e , /-50-4 35033 1 W■nfl-ou) ctlocol. 1 C 01 to.® 1 s2•I4+16 1 v 'V 1 v 3 3U c 1 "DDor 09- 17310.07 15.6( -7So 42• - $`t.(, 685I4) 18 iu 1 1 t( i v t't wVA,00k.r. c loca'). t G0-0 1-C20.0 44.4 /- 58.0 13 v 3io r, s ,301,1 (`I 44.6 / -5o 4 3co•25 t5 - PL - lot,,7 .2.... i .... 1A'1 `, r to1'1 / '3 • •,• • • • .•• II • • • • • • • •• • •• •• •• • • ••N •--- • •••• • • ••-- • • • • • • • • • •••• •••• • • • •• • • • • • • • tir xiggIfTi BCIS Home Log In I User Registration I Hot Topic Submit Surcharge Stets & Facts I Publications FBC Staff I BCIS Site Map ( Links 1 Search Product Approval USER: Public User AI? &IlCaHnn acCST Product Annrovai Menu > Product or Aoollcation Search > FL7067 -R3 Revision 2007 Approved FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) i tion Detail Custom Window Systems, Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 miafevre @cws.cc Michael LaFevre miafevre @cws.cc Michael LaFevre ## 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 MLaFevre @cws.cc Ralph Emminger ## 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368-6922 Ext 208 Ralph @cws.cc Windows Horizontal Slider Roberto Lomas Eva n. -Reerr m a Florida Registered Architect or a Licensed Florida Professional Engineer I f Evaluation Report - Hardcopy Received PE -62514 Keystone Certifications, Inc. 12/31/2010 Steven M. Urich, PE Validation Checklist - Hardcopy Received •• ••• • • • • • •• • • • • • • • • • FL7067 R3 COI 510485A (Eval HSL i82Ga :mrao ••• • XO 74x54).pdf • • • • • • • • • •• ••• •• • • • •• Standard • ••• ••• • YTr • AAMA /101/I.S.2 -97 • • • • • : s 1V9t : : AAMA /WDMA /101/I.S.2/A441-0: •• • • • • • • 20: • • • • •• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • http : / /www.floridabuilding.org/pr /pr app dtl.aspx ?param= wGEVXQwtDgvr N 34J •;�/13/.2t309 •mmary Products 1 FL # Model, Number or Name Description 7067.1 � a HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Horizontal Slider (Impact) 74x54, XO I Limits oJ)Use I`'.._!red for use in HVHZ: Yes I Approved for use outside HVHZ: Yes 1 Impact Resistant: Yes Design Pressure: +60/ -60 Other: Large Missile, 74x54, DP = +1- 60 psf, (Impact). installation Instructions FL7067 R3 II CWS -157A (H5 -8200 Imoactl.pdf FL7067 R3 1I DuPont PVB NOA 05 -1208 02.odf FL7067 R3 II Mikron NOA 06 -1220 01.odf Verlfled By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports HEM) R3 AE 510485A (Eval Rip HS - 8200 I mpact XO 74x541.pdf Created by Independent Third Party: Yes 7067.2 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Horizontal Slider, Impact, 111" x 63 ", XOX Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/ -60 Other: Large Missile, 111" x 63 ", XOX, +/- 60 psf. Installation Instructions FL7067 R3 II CWS -232A (1 Imnpact XOXJ.pdf FL7067 R3 II DuPont PVB NOA 05 -1208 02.pdf FL7067 R3 II DuPont SGP NOA 07- 1116- 04.pdf FL7067 R3 II Mikron NOA 06 -1220 01pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL7067 R3 AE 51048713 (Eval Rep HS -8200 Impact XOX 111x63).pdf Created by Independent Third Pa : Yes 7067.3 HS -8200 Vinyl Horizontal Slider Impact HS -8200 Vinyl Horizontal Slider Impact w/ Alum. MR. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/ -60 Other: Large Missile, 72" x 63 ", DP = +/- 60 psf, Al. FMR. Installation Instructions FL7067 R3 II CWS -186A (HS -8200 Impact 72x63).pdf FL7067 R3 II DuPont PVB NOA 05 -1208 02.odf FL7067 R3 II Mikron NOA 06 -1220 01.odf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports F1,7067 R3 AE 510486A (Eval Rep HS -8200 Impact XO 72x63).pdf Created by Independent Third Party: Yes , Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved ASTM E1886 -02 2002 ASTM E1996 -02 2002 PA/TAS 201/202/203 1994 12/19/2008 12/29/2008 01/08/2009 02/03/2009 Back Next pot, Administration Department of Community Affairs Florida Building Code Online • • • • • • • • • • Codes and Standards • • • • • • • • • • 2555 Shumard Oak Boulevard • • • • • • • • • • Tallahassee, Florida 32.399-2100 • • • • • • • • • • • • (850) 487 -1824, Fax (850) 414 -8436 • • • : • • • • • • • • • • • • • http:// www. floridabuilding .org/pr /pr_app_dtl.aspx ?param= wGEVXQwtDgvm.fvMZ •• • •• • • • • • •• • • • • • • • • • • • ' • • • • • • •• •• • • • • •• ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • O 2000 -2005 The State of Florida. All rights reserved Coovrlaht and Disclaimer Product Approval Accepts: Bab .. ... • • • • • .. • • • • • • • .. . .. . . • • • .. • ... .. • • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • .. • • • • .. • • • • • • • • • • • .• • ••• • • • • • • • • • • • http : / /www.floridabuilding.org /pr /pr app_dtl.aspx? param= wGEVXQwtDgvwlyl \N3M..:6/ 9 9 • L. Roberto Lomas P.E. 1432 Woodford Rd. Clemmons, NC 27012 336 -945 -9695 Manufacturer: Custom Window Systems 1900 S.W. 44 Avenue Ocala, FL 34474 Product Line: 8200 PVC Horizontal Slider— Impact resistant Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 95-72.070 method 1(d). The product fisted herein complies with the 2007 Florida Building Code. • Product description: Horizontal Slider, impact resistant made of white rigid PVC. Frame and active sash were of welded mitered corner construction. Supporting Technical Documentation: 1. Approval document: drawing number CWS -157 Revision A, dated 06/10/2008 sheet 1 of 8, titled 8200 PVC Horizontal Slider, prepared, signed and sealed by L. Roberto Lomas P.E. 2. Test reports: a) Report No.: NCTL 210- 3167 -1, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories TAS 201 -94 Large Missile Impact Test TAS 202 -94 Uniform Static Air Pressure, ±67.5 psf design pressure, 7.75 psf water inflitration TAS 203-94 Cyclic Pressure Loading ±60.0 psf design pressure b) Report No.: NCTL 210-3167-1B, signed by Gerard J. Ferrara P.E National Certified Testing Laboratories ASTM E 1886 -02 and ASTM El 996-02 ASTM E 1886/E 1996 Large Missile Impact Test, Level D, Wind Zone 4 ASTM E 1686/E 1996 Cyclic Load Test, ±60.0 psi design pressure AAMA/NWWDA 101/1.5.2-97 Design Pressure: ±60 psf Water penetration resistance: 7.75 psf 3. Anchor calculations, report number 510153A, prepared, signed and sealed by L. Roberto Lomas P.E. Limitations and Conditions of use: 1 of 1 • Maximum design pressure: 1-60 psf • Maximum unit size: 74" x 54" • Maximum D.L.O.: 33 3/16" x 49 13/16" • Units must be glazed with 3/4 IGU consisting of. outboard lite 1/8" Ann — Air —5/16° laminated inboard lite consisting of: 1/8" Ann —.090° Dupont Butacite PVB interlayer -1/8 Ann., per ASTM E 1300. • DuPont Butacite PVB inter per NOA 05- 1208.02 • This product is rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in wind borne debris regions. • Frame material to be white rigid PVC per NOA 06- 1220.01 Installation: • Units must be installed in accordance with approval document, CWS -157 Revision A Certification of Independence: Please note that I don't have nor will acquire a financial Interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity • involved in the approval process of the listed product(s)r *• ` 4, 4)`. • . • Engineering Evaluation Report Report No.: 510485A • •• ••• • • • • • • \\I, 11 i • • •• \ oil i•O� • • • • • •S�, � G�1Z • • • • s crG •• ••• • i v • • ��! a s •• S.3 AT OF Leis it. Lomas 0 s ct . il i ' \ F : 62414 • • • Quliniu r • • 07M 5/2008 • • • • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 0 • • • ••• • • • • • ••• • • • •••• • • • • • • ••• • • • • •• • • • •••• • • • •••• • • .• ••• • • • • ••• • • • • • •• • • • • • HORIZONTAL SLIDER ELEVATION (LARGE MISSILE IMPACT) • •• • • • •. • • • • • • • •• • T/:ILEOFCOWS . GENEIAL 1f0 & ELE . 1 ANCH.%SOHEDULE .....2 DESIGN PRESSURES &GLAZINGl.,._....._.9 SECTTCAM ......_._4 EXTRUSIONS 8 BILL OF A�4f�1� S........ 5 INSTALLATION DETAILS ._�....._.._...........6 -8 • •- • • • • . • pvG IMPACT REOUI_REMENT; 1, THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: 'O/X' OR'X/O" 4. DESIGN PRESSURE RATINGS (SEE SHEETS 3) -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E 1300. - POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E 1330. S. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 8-8 FOR ANCHOR DETAIL 6. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES AND VENTS ARE FULLY WELDED. SMALL JOINT SEAM SEALER USED AT FIXED MEETING RAIL AND JAMB. 8. REFERENCE TEST REPORTS: HORIZONTAL SLIDER *Ox - X10': NCTL•Z10.31 b/ -141, NCTL- -210- 3167.1 9. SERIES/MODEL DESIGNATION HS -8200. 10. WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK OR FRAMING 15 THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 = FIXED SASH 12. SECTION CALLOUTS FROM 041 ELEVATION APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. • ti • 0‘... . j ,. A W}NEOW SYSTEMS }900 S.W. 44TH AVENUE I ALA. FLORIDA 34474 ° n G ENERAL NOTES & ELEVATIONS - LARGE MISSILE IMPACT 0k - C . `a HAWN 6Y. .1' 7/15P2008 BAT PROPRIETARY f: � � —• .1 q PVC HORIZ. SLID£ PROPRIETARY sunr7ruan�mtL - 1•• TO'L�A4V5� :wt. NTS ., J • • -8200 ,�' CWS -157 P.E: . G2514 .; -T ' WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PARr OR AS A WHOLE witfrouritiE4 • " FL e WFlIITENVEPoRS SIONOFCISTONWINOOWSYSTEMS. NG tS PROWWTTE6• j UPDATED PER NEW FBC REQUIREMENTS 07/07/08 1 OF 8 NOTES: • • • •• •••• ••• • • • • •• • • • • . • INSTALLATION ANCHORS 1YP. 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. 2. SHIM AS REDO AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1)4'. USE SHIMS WHERE SPACE GREATER THAN 1/16' IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.3/16' DIA. ELCO TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4' INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2112' SHALL SE ACHIEVED. 5. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 13/8' INTO 2 BY WOOD BUCK. 6. I38 W t SJ EW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN, EMBEDMENT OF 11/2' INTO 2 BY WOOD BUCK FOR FIN INSTAU ION - • • •••• • •• . SEAL CORNER I •�WRA! 1 H S JOI: SEAM SEALANT. • 8. ALL IPa'=A'LCA'r )N ANCI- )RS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. 9. INSTALLATION ANCHORE91-I!!t IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE LiE IN %UBSTRATE LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 10. INSThAlI NCH011 .1441BES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPEFITIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONEPIEITE - MINIMUM CON!FRESSIVE STRENGTH OF 3,200 PSI. • C. M O STRENGI4-`(ilah1MANCE TO ASTM C -90. GRADE N. TYPE 1 (OR GREATER). FROPIEETARTAND CONROENHNL THE P FORMATION DONTAWED N THIS DRAWING IS THE 50LE PROPERTY OF CUSTOM WIDOW SYSTEMS, WC, ANY REPROOUCTIDN N PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CLSTOM WINDOW SYSTEMS. INC. IS PROHIBITED. ANCHOR LAYOUT fIM THRUNAAINO FM (WOOD DOW SYSTEMS 4$TH AVENUE 64 L 9 /DA 34474 ;, 4° ct FDti SCHEDULE & NOTES - LARGE MISSILE IMPACT ° - ° ENE$ HAWN •' TE: ' , SUDS BAT 7/15/2008 L.RbEA`ft'1lS �� - -I CWS -157 RL'�P.E N0.62514 �� a 2 OF 8 INSTALLATION ANCHORS TYP, A 1 UPDATED PER NEW FBC REQUIREMENTS 107/07/08 CO Art MO DTIY S IZB (11P -'IIP) HIIGHT Eli WIDTH (IN) GLASS TYPE 19 1/8 (rig 38 4 50 5/§9 Si 55 1/4 26 A,B +60/ -60 +601 -60 +60/ -60 +601-60 20 1/2 A,B +601 -60 +60/ -60 6 7 +60/ -60 +601 -60 +601 -60 +60/ -60 37) A,B +601 - 60 if 4 A,B +60/ -60 +60/ -60 +fi0/ -60) +60/ -6(1 7 A,B +60/ -60 +60/-6 _ 0%60 +60 /-60 • • wIDTmm (IN) GLASS TYPE 24 3/4 27 1/2 29 1/2 31 1/2 35 1/2 39 1/2 41 1/2 43 1/2 47 1/2 51 1/2 74 • • • •• • • • • • • • • ••••t• •• • • • • •••l • • •• • • •••4 • • • •••• • • • •••• • '• • ••••4• • •• • • •••• • •••• • • •••• A,B A,B A,B A,B +601-60 +601-60 A,B A,B A,B A,B +60/ =160 A,13 +60/ -60 A,13 A,B • • • • • • • • • •• • • • ••• �S TYPE A • • •••• • • •• • • • • •• 17 7/8 29 1/2 +60 /-60 +60/-60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +601 -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/-60 +60/ -60 +60/ -60 3/4 OVERALL 1/8 ANNEALED GLASS 5/16" AIR SPACE 5/18- LAMINATED 1/8' ANNEALED GLASS 3/32' DUPONT PVS INTERLAYF1i 118' ANNEALED GLASS t/2 GLASS BITE MODULAR S1ME5 (UN1TWZNDOW S 1ZA 311/2 351/2 +601 -60 -160/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 i +60/ -60 +601 -60 GLASS TYPES HEIGHT (IN) 39 1/2 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +601 -60 +60/ -60 +60/ - 60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 41 1/2 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/-60 +60/ -60 +60/ -60 +60 %60 +60/ -60 +60/ -60 3/4 OVERALL IIW TEMPERED GLASS or MR SPACE 5M8 LAMINATED 1/8 ANNEALED GLASS 3/32 DUPONT PV8 INTERLAYER 1tB• ANNEALED GLASS 43 1/2 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60 /-60 +60/-60 +60/ -60 +60/ -60 +60/ -60 +601 -60 +60/ -60 TAIwAHDTIAL . �� WF ,/z'a l wc.,oy R C . r W zIo cTIEN O 44 THE SOLE WHOLE OF . NO A USTOUW OW MPERT. MC. O TED ' 7lItE wrunFJ+rEaussaH Of CUSTOM WINDOW SYSTEMS. Wc. s PROHIBITED. - • 47 1/2 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ - 60 +60/ -60 +601-60 54 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60 /-60 +60 /-60 +60/ -60 +60/-60 NOTE: IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE. $4084 FL P.E. 1.62514 }, A UPDATED PER NEW FBC REQUIREMENTS 1 0710703 WINDOW SYSTEMS POOtW. 44TH E FLORIDA 34474 OP CHART & GLAZING - LARGE MISSILE IMPACT 7/15/2008 CWS -157 3OF • •• OVERALL FLANGE HEIGHT • • SEE GLASS TYPE DETAIL SHT. 3 EXTERIOR �� INTERIOR e) TYPICAL VERTICAL SECTION NOTE: SNOWS SASH CUT AWAYNOTE: BHJWS SASH AWAY •••• • • •••• • • • • • • • • • • • • • •• • • • • • •• •• • • • • •• •• • • •• • • • • •t•• • •• • • • • • •••• • •• • • • • • • • • • • ••• • MR' HEIGHT TYPICAL VERTICAL SECTION 4 NOTE: SHOWS FDIED LITE CUT AWAY ALTERNATE FIN FRAME NOTE: ITEMS 22, 27, 28, 36, 41, 42, 43, 50, 53, AND 54 ARE USED BUT NOT SHOWN FOR CLARITY. DETAIL C (HEAD IMPACT HOOKS) •••• ••■• PROPHINTARY AND CONFIBEIVIIAL • • THE D4FORMATAN CONTANED N THIS DMWNG 1S THE SOLE PROP OF (;is • WINDOW SYSTEMS. INC. ANY REPRODUCTION W PART OR AS A WHOLE W TIIIWT THE WRITTEN PERMISSION OF CUSTOM W INO0W SYSTEMS. WC. I5 PROH ISITF2 DETAIL D (JAMB IMPACT HOOKS) IMPACT HOOK SPACING: 1) HEAD HOOKS: A) 6' FROM UNIT EDGE TO EDGE OF HOOK. S) A THIRD HOOK IS CENTERED IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 61 3/4'. C) INNER HOOK 9 7/8' FROM EDGE OF MTG RAIL 2) SASH CATCH: A) 2 -1 /2' FROM SASH CORNER TO EDGE OF CATCH. 8) A THIRD CATCH I5 CENTERED IN SASH IF UNIT WIDTH 13 GREATER THAN OR EQUAL TO 61 3/4 ". SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 1/4'. OVERALL FLANGE WIDTH ;=XfER) ® TYPICAL HORIZONTAL SECTION NOTE: LEFT SLAWS R%ED UTE CUT AWAY, RIGHT SAWS SASH CUT AWAY IMPACT HOOK SPACING: 1) JAMS HOOKS: A) 6' FROM UNIT EDGE TO EDGE OF HOOK 8) A THIRD HOOK IS CENTERED IF UNIT HEIGHT IS GREATER THAN OR EQUAL TO 353/4'. 2) SASH CATCH: 2-1/2' FROM 0) A THIRD I.4 CENTERED IF SASH UNIT H EDGE OF CAT B HEIGHT 13 GREATER THAN OR EQUAL TO 35 314'. SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 114% A UPDATED PER NEW FBC REQUIREMENTS 07/07/08 Item Pert 9 !cacti SASH CORNER FRAME CORNER H.8031 H.e plies Maori Fr., 661, mP/Rg., wG Head 3718' CONSTRUCTION CONSTRUCTION 1+6031 Main F l . , SK w /fl PVC g., G S9 31/6" i 2 3 � _ ^ ( I -\ 23/16 - -.. 2 H-6031 H-66131 Waken L et /R6.. PVC. b. Main Pr.. SH w , w /R66. G R. /h. I I I I I 3 {� ;Ira 1 ... ' ,_ -"-.) Il l a FF6601 Weal Rai, FxrL V ".,— 1 TT (ALL WELD (ALL SIDES) 5 6 5.1499 Reid. Fad. M.R. 21116 39/16" l: •■••• 1 .•�,,, \•. 1+6027 Saab WaeL Rai. PVC IF-> — r _ 1 I :-t... • W W' CORNEA WELD (ALL SIDES) FIXED MEETING RAIL F1X SCREWED ME TOGETHER WITH OUTERFRAME + =+ 7 8 141497 RaIrd. $0Ph 1/6el. Rai : ±_i•�' 1 - 1 ' — r--. . I PVC SASH MTG. RAIL -6027 6+6406 Rain BofomRai, we (5.S,IL for Hsi ‘ d FRAME FLANGE -6031 x 10 6-1498 Reid. S.B.R./S.S.R. 6Imiz. 11 H-6004 Sash Slde/TOp/8OL Rail PVC 1 • S -1676 Polar. track. PVC FRAME FIN 6026 1 11 13 5-8016 GIL Si, 3/4',Fxd, Fbrix. 14 56016 Mc. Bd., 314 ,Fxd Vert ' 1 13/16' I- I 55�� I��I t 1Stt6' I I I 0 1/16' is 5- 6016 Gil. 11d„ 3/4•.Sash, Beth. 1 Ere• -.) I s. x 16 6.6016 e04. ed..314",Sasn, Vert. _ '-'17 7618 I + • 1 _ . l ° • - . 17 6-8013 San. Adapt., wlfda. PVC. L. i 1fl la 590!4 Scrn Adapt„ we Vert 1 r__I , - 0 SASH MTG. RAIL 1497 J ALUM. REINF. 6063 -T6 20 6 7576 Rene cawn „1aldl w4 6C> -- ff S-1556 Sash Catch, WC, hpact II + 716- II Fes- -•-I 2t 5 -1504 1 Ancher C2p RAIL -6004 PVC SASH SIDE RAIL -6028 1 22 23 83804 PVC FIXED MTG RAIL -6001 Roller. Tandem PVC SASH TOPJBTM 24 P Lock Impact, PVC 25 R3784 Keeper, Frpact wC I6 •3215 Weep Cover w/ Fele 1 1/4' I7 839 Rrdrlt. Forte, 1 U 0 3176' ---I r 3+011 i (r6 PVC GLAZING BEAD -6016 28 R342429 Wetp„ 0270 x x .18 7 beckHnSeal, l .16 ay — iF 83766 SS x 2.000 Ph PH WS r �% 3/8. � — j --- 20 SD 8.1112 GtaYtnO Bead r 11/e• ••I -1556 FIXED MTG. RAIL -1499 S.B.R./S.S.R. -1498 112'6 f ALUM. REINF. 6063-T6 ALUM. REINF. 6063 -T6 31 P-3766 ROLLER TRACK -1678 18x0.625F1,PHMIS SASH IMPACT HOOK 32 P -4051W 80*L250PhFHTEC,WK. ALUM. 6063 -T6 ALUM. 6063 -T6 R3748W 86 x 0.625 Cued FH TEL WhL LE 33 34 P-3010 Btdb Vinyl w/ Rgit Base, 350 Hgh 35 83531 ae x 3/B' Screw. Frame Impact Hook 3118' 15rt6• 6/16' { r 11 1 8 ' 1 (E , PVC SCREEN CATCH - 6013 34 83342 SeanlBealer, t3la•SSOa f-- 1/16' P-3752 P346 PVC SCREEN SUPPORT -6014 37 Cap Fkp. 12” Nab 1 - I f 7/73' Hat rruseal It T F- J 38 39 83436 -212• __. Not +feB. TruSeaL'H' HOOK -1577 7/16'•-•1 1-^- 3r16• -T6 (HS HEAD) I f __f — ;,, ... ;. _- r 40 wrIn9 S8L IA, 85 tx,r.,1 /8 x 5r8' x 2 Lg. ANCHOR CLIP, P -3780 FRAME IMPACT 41 F I Gold Celt [abet,hir8CTab impactASTlte ALUM. 6063 1•3881 e pommy Ltd. (N ALUMINUM 6063-T6 42 43 R3613 ONS LA (WO — 3' —.I SCREW SUPPOR - 31i 3 44 • • • • Cuss, Raced • P1131 1/I - •r.- - 2 916• Ska.se,Sass• • 3/8• 15166' 45 •••• SpRrei Rand UPDATED PER NEW FBC REQUIREMENTS 07/07/08 WINDOW STSTP i MS S.W.44TH AVENUE OCAV/ FLORIDA 34474 46 1 314- t 116• 47....Wiwi Spacer. DuxaSeat, Sash /2' 1 1 • _ 1 > f 1 1 eJ' / , . -•.-, - 1900 o ° - "" r ��+ .. 48 • R3l18 - :. , Atria " 7 - 49 • 83216 Sorrtsr rse• I (6 1/0• 1 \ 5o P•3321 Screen Frame corm FA Key FRAME IMPACT HOOK- 51 1111 • a R • 1 S �•" 'I T6'x 16 Filer s { ALUM 6063 -T6 (HS J '3� 52 • 1631123 Scre•rwMp6161R165Da..BBc PLAN VIEW OF ANCHOR CLIP ScreenN j - - ' EXTRUSIONS 8 B.O.M. - LARGE MISSILE IMPACT 53 • *P-3029 •• 1.34x33 Screen Some. SIS MOTE: ITEM 19 IS NOT USED IN THIS PRODUCT) :y �. .110 -::•; 6 r •� • :- r- - - . ,-,- : ;'-•'^ ---•. PVC HORIZ SLIDE' .... .:;:r u .. • 7/15/2008 • 54. A 8•1496 - Frame AIM Peed. wC. h5 PROPRIETARY AM COPOIOENMl. �.;• .. -•. 58 ••*616577 {.� ii_. :.,• ;:• ".",� . 1 •' RC"•-^ + t "-� . 8200 ' FL 6:%. NO. 62514 s c :... .,.s• . ' e • 8 A s r•• -6 • ; CW 5 - 157 zi• 5 OF 8 56 Ratt( &1, VerL THE INFORMATION CONTAINED N THIS DRAWING IS THE SOLE PRCPEt1TY tI¢;W$TC64 58 P-3113 Screw Shc�porL wC WINDOW SYSTEMS. INC. ANY RPPRODUOTKxv P1 PART OR AS A 9NOLE1vi11X UT 1# WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS NC. IS PRCR EE ED. o • • • • • • • • • • • • • • • • • • • •••• •••• • • •••• • •• • • • • • L O td /, ii • k a ,^� 91 714 I ULAT(ON ANCHOR W/CLIP EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY INSTALLER WINDOW FRAME HEAD WINDOW FRAME SILL PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS •• • Tie <?$'i " • s• O` . ♦D • • P r �• ♦♦ s .s P • • P • ••• ♦. , ♦ • S� t £ ♦ •• P. Py • r A ,.••• • P• P• " Pi •• • • • • • •• •••• • • •••• • • •• • • •• •••• • • •••• CONCRETEJMASONRY BY OTHERS D ►p ° bap ° 0 . •• -•• • • QT •CYP�• RY) • • •• • • • • • CAULK BETWEEN SUCK AND OPENING BY OTHERS ANCHOR CUP CONCRETE/MASONRY BY OTHERS (MIN. EMBEDMENT) 2 1/7' (MIN. EDGE DIST.) DAN. EMBEDMENT) 1 BY WOOD BUCK BY OTHERS ANCHOR CUP INSTALLATION ANCHOR, 3/16' DIA MASONRY ANCHOR INSTALLATION ANCHOR, 3/16' DIA. MASONRY ANCHOR 1 BY WOOD BUCK BY OTHERS 1 1/4' (MIN. EMBEDMENT) 2 412 (MtN. EDGE DIST.) 2 1 t2' (MIN. EDGE DIST.) 1/4 MAX SHIM (SEE NOTE 2 8 3 ON SHT.2) 1/4' MAX SHIM { (SEE NOTE 2 &3ONSHT.2) A 4 4p • A ♦ CONCRETE/ MASONRY &A , BY OTHERS o 14 • • • A. a A • EXTERIOR FINISH BY OTHERS 1/4 MAX SHIM (SEE NOTE 2 & 3 ON SM. 2) — 1BYW000BUCK BY OTHERS • Op PERIMETER CAULK BY INSTALLER D HORIZONTAL SECTION CUP (MASONRY) WINDOW FRAME SILL PERIMETER CAULK BY INSTALLER EXTERIOR FINISH 8Y OTHERS ANCHOR CLIP INSTALLATION ANCHOR, 3116' DLL MASONRY ANCHOR. WINDOW FRAME JAMB D. s D• t P. V •I7 • Dp ••• Ae •• D> P • P � D • .p� •P •P•DDD•►P -•P D CONCRETE/ MASONRY BY OTHERS ALTERNATE PRECAST SILL DETAIL CUP (MASONRY) PROP?gTARY A/Jb CONFIDENTIAL THE MFpiMA)1ON CONTAINED N TFCS CIRAW8X315 THE SOLE PROPERTY OF CUSR1M W WCOW SYSTEMS. INC. ANY REPRODUCTION PART on AS A WHOLE WRHOUT WRITTEN PSIESSSION OF CLSTOM WINDOW SYSTEMS, NC. LS PROHIBRED. WINDOW FRAME JAMB . '.'• r 1/4' MAX SI-DA (SEE NOTE 2 & 3 ON SHT. 2) ANCHOR CUP PERIMETER CAULK BY INSTALLER INSTALLATION ANCHOR 3/16' DIA. MASONRY ANCHOR. LS (MIN. EMBEDMENT) 2UY_ (MIN_ EDGE DIST.) ( HORIZONTAL SECTION \6/ CUP (WOOD) 114' MAX SHIM (SEE NOTE 2 E 3 ON MT. 2) 1 ;s/8' (MIN, EMBEDMENT) 4 • Q WSTAUATIQN ANCHOR. . 4 410 WOOD ANCHOR. • 48 * n • 4 CAULKBETWEEN BUCK • • a AND OPENING BY OTHERS 8 .° 4 •4" 2 BY WOOD BUCK b BY OTHERS 4 s : p 4% CCREiEJAAASONRY • BY O N THERS ;4► , ► EXTERIOR FINISH BY OTHERS • • • • • • •• •••• • • • 1 BY WOOD BUCK BY OTHERS �Il1rr U4• MAX SHIM SEE NOTE 2 & 3 ON SHT. 2) CAULK UNDER SCREW HEAD BY INSTALLER 13/3: (MIN_ EMBEDMENT) 114' MAX SHIM (SEE NOTE 2 8 3 ON SHT. 2) CAULK UNDER SCREW HEAD BY INSTALLER A UPDATED PER NEW FBC REQUIREMENTS 107/07/08 -`- WINDOW SYSTEMS 1 S.W. 44TH AVENUE • _ LA, FLORIDA 34474 INSTALLATION THRU FRAME DETAIL -LARGE MISSILE IMPACT PVC HORR. SLIDE'r +T 7/15/2008 8200 rr� CWS -157 A 7Or8 1 114' (MIN. EMBEDMENT). EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY INSTALLER WINDOW FRAME HEAD WINDOW FRAME SILL C0t4C2eTtleIRS9NRY BYO V/Fig•• • • •• • • • •• •••• • • CAUUCBETWEEN BUCK AND OPENING BY OTHERS 9112• WIN. EDGE DIST.) • • CONCRETEMIASONRY BY OTHERS •••• ajLZ • • (MIN. EDGEDIST.) • y6.4 SECTION Q. FRAME (MASONRY) • •• CAULK BETWEEN BUCK AND OPENING BY OTHERS CONCRETE/MASONRY - BY OTHERS INSTALLATION ANCIKOR. 3116' DIA MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT. I BY W000 BUCK BY OTHERS 114' MAX SFBRt (SEE NOTE 2 & 3 ON SHT. 2) CAULK UNDER SCREW HERD BY INSTALLER INSTALLATION ANCHOR. 3116' DIA. MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT. INSTALLATION ANCHOR, WIS" DIA. MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT. CAULK UNDER SCREW HEAD BY INSTALLER DRYWALL BY OTHERS HIGH STRENGTH STRUCTURAL GROUT BY OTHERS . 1_1/4: (MIN. EMBEDMENT) DRYWALL BY � OTHERS 2 112• (MIN. EDGE DIST.) 11/4• (MIN. EMBEDMENT) PERIMETER CAULK BY INSTALLER EXTERIOR FINISH 1• � �`- ��IC+ "• r^ + BY OTI1!) •S• • 1yllCx „Laser • ' ° + �/��_ SILL STOOL • • • , ' ° �^ s . ° a•r . ° •ra .: o ° BY OTHERS . 4 •A,, : . • . • • ° . �- ►- ° USESOUDWOOD • y ,, r • • . r•AF! .f,!, . .. { e ° . SUPPORT TO MAKE • .o.. /.. a.. °' `%' °• °i- SILL LEVEL.BYOTHERS •` . • °•• • •WO•• • Ur MAX SHIM (SEE NOTE 2 & 3 ON SIT. 2) PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS ® HORIZONTAL SECTION FRAME (MASONRY) WINDOW FRAME SKI CAULK UNDER SCREW HEAD BY INSTALLER 1 � 114' MAX SHIM ` � . (SEE NOTE 2 83 CN ENT. 2) • P ► *D -a D D P - ►P • D • ♦p 1•0PRIETARY ANDC fROMTIAL • THE INFORMATION CONTAINED IN THIS ORAWNO 3 THE :ALE PROPERTY OF bPS WINDOW SYSTEMS, NC. ANY REPRODUCTION 31 PART 0)1'S A WHOLEPillYADISTTIIE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED: WINDOW FRAME JAMB • • D p • *p *P, *p •D D WINDOW FRAME JAMB INSTALLATION ANCHOR, 3/16• DIA. MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT. 1 /4• (MIN. EMBEDMENT) CONCRETERBASONRY (MIN. EDGE DIST.) BY OTHERS (R\ ALTERNATE PRECAST SILL DETAIL FRAME (MASONRY) • ,41: :: A PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS (3 HORIZONTAL SECTION l7J FRAME (W000) .4 DRYWALL BY - - • OTHERS It r •, A INSTALLATION ANCHOR. + 810 WOOD ANCHOR W/ ♦ NEOPRENE BACKED , WASHER THRU SCREW SUPPORT, A r 29? WOOID 81./OK r BY OTHERS 9 CAULK BETWEEN BUCK AND OPENING BY OTI-0ERS • • • • • • • •••I • ••••I • ••••I • • • PVC HORIZ SLIDE e x .8200 TALLATION ANCHOR FIN DETAIL - LARGE MISSILE IMPACT 7/15/2008 CWS -107 80F8 UPDATED PER NEW FBC REQUIREMENTS 1 07/07/08 • • o • • • • • • • • •• • • • • • SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS CAULK BEHIND FIN BY INSTALLER PERIMETER CAULK BY INSTALLER CAULK BEHIND FIN BY INSTALLER •••• • PERIMETER CAULK • R1•11eSTALLER • • • • • QW WRAP • • • BY INgTALLER • • • • • EXTERIOR FINIS•4 • • • •• BYCQHERS •• •• • • • • • • • • SHEADAM •••• BYOTIj • • • • • •••• •••• •••• • • ••• WINDOW WRAP BY INSTALLER WINDOW FRAME HEAD WINDOW FRAME SILL VERTICAL SECTION • C.,i2 FIN (WOOD) • •• • 1 1/P: (MIN. EMBEDMENT) INSTALLATION \ OR, TER ! ' s.v. e. - 'S•r L� t LIM (MIN. EMBEDMENT) INSTALLATION ANCHOR. 18 WOOD SCREW 114' MAX SHIM (SEE NOTE 2 4 3 ON SHT.2) 114• MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) 2 BY WOOD BUCK BY OTHERS SHEATHING BY OTHERS 2 BY WOOD BUCK BY OTHERS FROAMErARY ANC COAMFATTIAL /4'7 THE NFORMATION CONTAINED NT THIS DRAWNO 6 THE SOLE PROPERTY °FOAMY WINDOW SYSTEMS. INC. ANY REPRODUCTION N PMT OA AS A WHOLE WITHC21tbtE WRITTEN Pe MISSION OF CUST014 WNDOW SYSTEMS. INC. iS PROHIBITED,'. ,• • INSTALLATION ANCHOR, 118 WOOD SCREW LLZ (MIN. ESBEDMEM) 1 EXTERIOR FINISH BY OTHERS CAULK BEHIND FIN BY INSTALLER .. • HORIZONTAL SECTION FIN (WOOD) -. —114• MAX SHIM (SEE NOTE 2 a 3 ON SHT. 2) WINDOW FRAME JAMB WINDOW WRAP BY INSTALLER PERIUE7ER CAULK BY INSTALLER fBRIMIENIMINEMaga BCIS Horne I Log In 1 User Registration ( Hot Topics I Submit Surcharge i Stats & Facts I Pubiicadons 1 PBC Staff f BQS Slte Map 1 links 1 Search Product Approval USER: Public User Product Approval Menu > Product or Application Search > FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) FL12248 New \, 2007 Approved placation Detail Custom Window Systems, Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 mlafevre @cws.cc Michael LaFevre mlafevre@cws.cc Michael LaFevre ## 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 MLaFevre @cws.cc Ralph Emminger ## 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368 -6922 Ext 208 Ralph @cws.cc Windows k\tiorizontal Slider Lucas A. Turner L1224: RO COI vaiR Standard AAMA/ 101 /I.S.2 /A440 -05 ASTM E1886 -02/05 ASTM E1996 -02/05 Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ., Evaluation Report - Hardcopy Received PE -58201 Keystone Certifications, Inc. 12/31/2010 Steven M. Urich, PE Validation Checklist - Hardcopy Received o■ 8200 -7 3 .• -H • • • • • • • • • • • •• • • ▪ ▪ • • • • • • • • • ••• •• ••• • • • •• • 2I .a.i -DP75 •Y� 2005 2002 ••• 2002 • • • • • • • • • • • • • • • • • • •• • • •• • • • • • •• • •• • • • • • • • • : • • • • •••• • • • • • • • • • • • • • • • • ••• ••• • • • ••• ••• ••• • • • • • ••• • • • • • • • • • • • • Summa of Products FL # I Model, Number or Name Description 12248 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Horizontal Slider (Impact) 73" x 62 ", XO or OX. Im of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/ -75 Other: Large Missile, 73" x 62 ", DP = + 60, - 75 psf, Impact. Installation Instructions FL12248 RO II CWS -399 (HS -8200 Impact 73x62 75DP).Ddf FL12248 RO II DuPont SGP NOA 07- 1116- 04.Ddf FL12248 RO II Mikron NOA 06 -1220 01 odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL12248 RO AE EvalReport-HS8200-73x62lmpact- DP75.pdf 1 Created by Independent Third Party: Yes Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved PA/TAS 201/202/203 1994 03/04/2009 03/04/2009 03/11/2009 04/07/2009 sack DCA Admin!stratlon Next • • • • • • • • • •• • • • • • • • • • •• ••• •• • • • • • ••• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• • • • • • •• • • • • • • • • • Lucas A. Turner, P.E., MBA 162 Rocky Creek Lane Hillsboro, TN 37342 Ph. 931- 315 -0049 Evaluation Report Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact, OX (or XO) configuration, 73"x62" size, 3 /16Ann — Air — 3/16- .090SGP -3/16 glass, +601-75 PSF Manufacturer: Custom Window Systems, Inc. 1900 SW 44 Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above - listed product per the requirements of Florida Product Approval Rule 9B- 72.070 (4). This product complies with the requirements of the Florida Building Code. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS - 399, signed and sealed by Lucas A. Turner, P.E. on 3/3/09. 2) • Test Report NCTL - 210 - 3569 -1, National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E., with test completion date 10/27/2008 a. Testing Performed: TAS 201, 202, 203 1994 3) Test Report NCTL -210- 3569 -1A, National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E., with test completion date 10/27/2008 a. Testing Performed: AAMA/WDMA/CSA 101/LS.2/A440 -05 b. Testing Performed: ASTM E1886 and ASTM E1996 - 02/05 4) Supplemental Calculations to support CWS -399, signed and sealed by Lucas A. Turner, P.E. on 3/3/09 Installation: Units must be installed according to approval document CWS -399. Limitations of Use: This product: • May be used in sizes up to 73" wide by 62" tall unit size (74.25 "x63.25" flange size) in OX or XO configuration, with max. daylight widths of 32.4375" on the fixed panel and 32.563" on the sash • Achieves a design pressure of +60/ -75 psf • Is impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires 3 /16Ann — Air — 3/16- .090SGP -3/16 glass minimum • Requires Dupont SentryGlas Plus Interlayer per Miami -Dade N.O.A. 07- 1116.04 • Requires Mikron rigid PVC frame extrusions per Miami -Dade N.O.A. 06- 1220.01 Certification of Independence: I do not have, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor will I acquire, a financial interest in any other entity involved in the approval process of this product. r. a , • wsv . • • •bucas'A:1 er : • FVPR #58207• •• • • • •• • • • • • • •• • • March 4, 2009 • • • ••• • • • • • • • • • ••• • • • • • • • e • • • • •• • • • •• •• • • ••• • • • • • ••• • ••• • • • ••• • • • • • ••• • ••• •• • • •• • •• EIr OVERALL UNIT HEIGHT •• • • • • • • • • HORIZONTAL SLIDER ELEVATION (LARGE MISSILE IMPACT) 57 10/1$' GLASS DLO • •• • • • • • • • • • • • •• • •• •• • • TABLE OPCONTENRS• • • • GENERAL ►idtES LEVA • s •� 1 ANCHOR SCi LI AND N •.a.w »....2 DDES PRESSURES & G LAZING...... 3 §GCTIOfd »...._ EXTRUSIONS & BILL OF MATF41. INSTALLAVN _...� . » »8 73" OVERALL UNIT WIDTH 36 7F8" MAX. SASH WIDTH 3227/1R' MAX GLASS6LO MAX GU LO "OX" &"XO " MAX SIZE LF /1 R' 68 9/18' GLASS MAX. DLO SASH HEIGHT 3/5/01 PROPRIETARY AND CONFORMAL THE WORMATION CONTAINED IN THIS DRAWWO IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPROTUCTION •I PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM W WDOW SYSTEMS. INC. IS PROHtsrEO. pVC IMPACT REQUIREMENT; 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: '0X','XO" 4. DESIGN PRESSURE RATING: (SEE TABLES -SHEET 3) - NEGATIVE DESK3N LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. - POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E 1300. 5. ANCHORAGE: THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 8 FOR ANCHOR DETAIL. 8. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL, HEAD & S1LL 8. REFERENCE TEST REPORTS: NCTL - 210. 3589-1, NCTL 210.3589 -1A 8. SERES / MODEL DESIGNATION HS -8200. 9. 1X OR 2X WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. 10. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X . OPERABLE SASH, 0 . FIXED SASH 11. SECTION CAU.OUTS FROM EQUAL SPOT ELEVATION APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. LUCAS A. TURNER, FL. P.E. NO. 58201 • • N* 56201 01.' P I. 1900 SW 44TH AVE. * S f OCALA, FLORIDA 34474 a? # t t ' h GENERAL NOTES & ELEVATIONS • LARGE MISSILE IMPACT ♦ is • : STATE OF k,+' JSRIES: 5200 SRAWN BY: AM 134 11/6/2008 e, e ♦O SS+ O O �A ��``. + MODEL HORIZ SLIDER I N _ a_ CWS -399 1 OF •••• • • • • • • • • •• •• • ••• • • • • • ••• •• • •• ••• ••• • • • • • • • • • • 13 1/4' MAX O.C. ITYP) MAX.(TYP)1 !1 MAX. 12 1/2' MAX O.0 1 fir � MC AME&aI GEC NOTES u \ 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4. 3/16' DIA. ELCO TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4• INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 21/2' SHALL BE ACHIEVED. • •• • • •• • • • • •• 2. SHIM AS REO'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1 /4'. USE SHIMS WHERE SPACE GREATER THAN 1/16' IS PRESENT. 5.810 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/8' INTO 2 BY WOOD BUCK. 6. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. 7. ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIAL OR COATING. DISSIMILIAR MATERIAL MUST BE PROTECTED TO PREVENT REACTIONS. 8. INETALLAT ION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHAL•NVf9E USED III SUJISIFIFES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 9. iNFT,A1.614N ANCHOIL CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPiRTIESs • • A. WOOD - MINIMUT►J�/I�gPUI GRAVITY OF G..0.42 B. C(NCRETE - MIMMU1WCIDOPRESSIVE STRENGTH OF 3,200 PSI. C. k ,SONSY- STRENATH fiGNFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). 10. SE*LIN(PAND FLASNINO S11ISATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. 3 •••• •••• ' JJ • • • • •••• •••• • PROPNSETARY AND CONFIDE DAL • THE INFORMATION CONTAINED IN 1E18 DRAWING 18 THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, IN IS PROHIBrED. • • • SEE NOTE 2 INSTALLATION ANCHORSTYP. LUCAS A. TURNER. FL P.E. NO. 58201 Cs" \trr C v : Na 58201 � .t; * z *S +o0 STATE OF WC �� 4 0NA �ti•�� WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 ""' ("NOR SCHFDI 1 F & Nf)TFS : ice ,F WWSJ, F IMPACT R 410DEL• NORM. SLIDER E NTS .LETTER: • 11/6/2008 ?WCi. No. CWS -399 SHEET: 2 OF 8 •••• • •• • • • • • • • • • •• •• • •• •••• ••• • • ••• • •• • • •• • • • • HEIGHT (M 24 3/4 27 1/2 291/2 31 1/2 351 /2 391 /2 41 1/2 431/2 471/2 51 1/2 541/4 GLASS TYPE A A A A A A A A A A A A IP • 17 7/8 +601 -75 +60/ -75 +601 -75 +60/ -75 +60/ -75 +60/ -75 +60/ -75 +60/-75 +601-75 +60/ -75 +60 /-75 +60/ -75 +60/ -75 +60/ -75 291/2 +60/-75 +60/-75 +60/-75 +60/ -75 +60/-75 +60/ -75 +60/-75 +60/ -75 +60/ -75 +601-75 +60/ -75 +60/ -75 31 1/2 +60/ -75 +60/ -75 +60/-75 +60/ -75 +60 /-75 +60/-75 +601-75 +60/ -75 +60/ -75 +60/-75 +60/-75 +60/ -75 35 1/2 +60/ -75 +60/ -75 +60/ -75 +60/ -75 +60/ -75 +601-75 +60/ -75 +60/ -75 +60/-75 +60-75 +60-75 +60/ -75 391/2 +60 /-75 +60/ -75 +60/-75 +60 /-75 +60/ -75 +60 /-75 +60/-75 +60-75 +60 /-75 +601-75 +60 /-75 +601-75 41 1/2 +60/-75 +60 /-75 +60/-75 +60 /-75 +60/ -75 +60/ -75 +60/ -75 +601 -75 +60 /-75 +60/ -75 +60 /-75 +60 /-75 IDTH(IN) 431/2 +60 /-75 +60 /-75 +601 -75 +60/-75 +60 /-75 +601 -75 +60-75 +60 /-75 +601-75 +60/-75 49 511/2 +60/ -75 +60 /-75 +60-75 +60/ -75 +60 /-75 +60/ -75 +60/ -75 +601-75 +60 /-75 +60 /-75 +60 /-75 +60/-75 +60/-75 +60/-75 +60 /-75 +60/ -75 +60/ -75 +60 /-75 +60/ -75 +60/ -75 +60 /-75 +60 /-75 +60 /-75 +60/ -75 531/2 +60 /-75 +60 /-75 +60/ -75 +60/-75 460 /-75 +60 /-75 +601-75 +60/-75 +60/-75 +60/ -75 +601-75 +60 /-75 551/2 +60/ -75 +60/ -75 +60 /-75 +60 /-75 +60 /-75 +60/ -75 +60/ -75 +60 /-75 +60 /-75 +60/ -75 +60 /-75 +60/ -75 591 /2( +60/ -75 +60/ -75 +60 /-75 +60/ -75 +60/ -75 +60/ -75 +60/ -75 +60/ -75 +60 /-75 +60 /-75 +60/ -75 +60/ -75 +60/-75 ' +60 /-75 +60/-75 +60 /-75 +60 /-75 +601-75 +60 /-75 +60 /-75 +60 /-75 +60/ -75 +601 -75 2 NOTE: 1. IF INTENDED 18 NOT SHOWN, USE EXT LARGER SIZE • I• • ••• • • • •• • • •• • • • • • 1• • • • • • • • • D• •• • •• •• • • • • • •• • •• •• •••• •••• • • • • • •••• •••• 1• • • • •• • •• • • • ( OLASSTYPEA 718. OVERALL INSULATED GLASS one- ANNEALED GLASS 1/4• AIR SPACE 711r LAMINATED 3/18' ANNEALED GLASS .090 SENTRY GLAS PLUS 3/10 ANNEALED GLASS SIKAFLEX 622 OR HOTMELT TRUSEAL'H 12- GLASS SITE 3 + o sa t ) P.E W ,, +, i NWINDOw S Y�T'EMS / t v i No 58201 l 1900 SW 44TH AVE. / o ; .= OCALA, FLORIDA 34474 • :�'• STATE OF 'tv - ' OP CHARTS / GLAZING DETAIL - LARGE MISSILE IMPACT i O'; � 4i.� , SERIES: 8200 WN BY : AAJ CATE 11/8/2008 �, Pi O A............. ' MODEL HOR G. NO CWS -399 ,� , SS. ,On , IZ SLIDER LETTER: >HEET: 3OF PROPRIETARY AND CONFIDENTIAL THE NFORMATICN CONTANED N THIS DRAWING E THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION N PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. SN PROIIBrED. LUCAS A. TURNER, FL. P.E. NO. 58201 •••• • • •• • • • • • • •• •• • •••• • • • •••• ••• • • ••• • •••• • •• •• • • • • • • • $ • - • WAY LUCAS A. TURNER, FL. P.E. NO. 58201 TITLE. ® TYPICAL HORIZONTAL SECTION NOTE: LEFT SHOWS FI%ED UTE CUT AWAY. RIGHT SHOWS SASH CUT AWAY W wiJ SYSTEMS 19430 SW 441H AVE OCALA, FLORIDA 34474 8200 MODEL: HORIZ. SLIDER AAJ Ste NTS REV. LETTER: ^ • • • • • • • • • • • •• • •••• • • •• • • • • • •• •••• • • •••• • • • •• • • • •• • • OVERALL FLANGE HEIGHT • • •• • • • NQTE SHOWS SASH CUT AWAY • • • •• • • • •••• • • •••• • • • • OVERALL UNIT HEIGHT NOTE: ITEMS 22, 27, 29, 38, 41, 42, 43, 50, 53, AND 54 ARE USED BUT NOT SHOWN FOR CLARRY. N0 L1 ,' • • 1. , E•3 • SHOWS FIXED LITE CUT PROPRIETARY AND COMRI EN ML THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM SYSTEMS, INC. IS PROHISI - ED. SECTION VIEWS - LARGE MISSILE IMPACT TE: 11/6/2008 TWO N°.: CWS -399 SHEET: 4 OF 43 • • • • • • ••• MiL 3 f toro 11554 Sash, W1V51de Rai t'++'"�/u 81578 8084 8-8013 Sesh T Roger track CiPazebaadd San. Adapt, w/t*,PVC , Impact Roger, Tandem tcals Newt. PVC Keeper, b eel. PVC Corer w/ Hap Main ., Sli w/Hg. • G Heed Men R. 81 w/Hb., R/0 Si Met R.. 8t, w/HO., P C. L.P. Me 1/7 Barrel Fastener 088 SB"OmdFH TEX. WM. E7�IGIL IIi7=.7 -*a F -3711 7 113lSElin'-: 111 r ray■ 8-1588 5.1112 8 P-3218 tweet Catch. Head Rebda aement, Heed, larrb ler81577 And -Bt and Screen CORNER WELD (ALL SIDES) Screen Corner P Screen Spine 45 1x3033 Screen Spiv 48 F3028 Screen Rd teb 47 P-3133 Weld, Tres/010r • ••••4 • • • ° � • -- 3/8 • • • - •• ••_.• •• • • • • • 1_ • • •• 71r i •••• I •••• • • • I-•_, .... -4' • • • • ••• • • • • • FRANK �4 ?KCT HOOK -1577 • • ••:„. iLUNIIr1UM 8063 -T6 • • • • • • 31/8' iii , /1� r1 211/18' PVC FRAME FLANGE -6031 ¢f 3/18' 3/4' PVC SASH BTM. RAIL -6028 HEAVY DUTY MEETING RAIL -1681 ALUMINUM 6063 -T6 157 8�' :=; 1/18' REINF. SASH RAIL -1699 ALUMINUM 6063 -T6 3/18' REINF. S.B.RJS.S.R. -1498 ALUMINUM 6063 -T6 1/4' r PVC GLAZEBEAD -6064 PROPRIETARY AND CONFMENTIAL THE INFORMATION CONTAINED N THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION N PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OP CUSTOM WINDOW SYSTEMS, INC. IS PROMO 1/15' WCAS A. TURNER, FL P.E. NO. 58201 15/8' PVC SASH MTG. RAIL -6027 PVC SASH SIDE/BTM RAIL -6004 REINF. SASH MTG. RAIL -1497 ALUMINUM 6083 -T8 1 PVC SCREEN CATCH - 6013 PVC SCREEN SUPPORT - 6014 witr SCREW SUPPORT-3113 318' FRAME CORNER - cONSTRUCflON FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1 1/4' ROLLER TRK -1678 ALUMINUM 6063 -T6 • ‘15.<6.U./73 t �Q,y WINDOW SYSTEMS No 88201 1).5 1900 SW 44TH AVE. . * S OCALA, FLORIDA 34474 31 STATE OF • '�: SERI EXTRUSIONS / 8.0.M.- LARGE MISSILE IMPACT � �5� • 4 j � ] PAWNEY: )ATE: � 1 4 ` � '� . G '+ Mwa: HORIZ SLIDER SCALE: DYd a. NO: CWS•399 NTs AA �� ; � ��, ;EV. LETTER: 5OF8 • • ••• • •••• • • • •••• •• •• • • •• • ••• • • • • EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY INSTALLER W H SCREW BACKED WASHER SUPPORT. WI?8 OW FRAME SILL CONCRETFJMASONRY BY OTHERS CAULK BETWEEN BUCK AND OPENING BY OTHERS • a • • s • a• • O• • • O • • O• a• RENE CREW CONCRETE/MASONRY BY OTHERS 1 BY WOOD BUCK BY OTHERS 1/4' MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) CAULK UNDER SCREW HEAD BY INSTALLER I EXTERIOR FINISH BY OTHERS ••• I ='oi►I • • • } f • . O •• • O.O • •• •• ♦• .O'> •. h SO• �e•a of • • o....• • o : • N: a..ss• . s. •• A. .• '.•p • . s... •A •• •• • •• :•••, • ByBy TTi-fEF($ • •••• •••• PERIMETER CAULK BY INSTALLER • • • • =IMLfSSECTION • • • • • ‘.111 RMO (MASONRY) • • • • -- CAULK BETWEEN BUCK DRYWALL BY AND OPENING BY OTHERS OTHERS INSTALLATION ANCHOR, 3/16' DIA. MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT. DRYWALL BY OTHERS INSTALLATION ANCHOR, 3/18' DIA MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT. CAULK UNDER SCREW HEAD BY INSTALLER SILL STOOL BY OTHERS USE SOLID WOOD SUPPORT TO MAKE SILL LEVEL, BY OTHERS 4 • 0 4 4 v PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS WINDOW FRANE SILL HIGH STRENGTH STRUCTURAL GROUT BY OTHERS 1/4' MAX SHIM r-- (SEEE NOTE 2 & 3 ON SHT. 2) CONCRETE/MASONRY BY OTHERS 1 BY WOOD BUCK BY OTHERS EXTERIOR FINISH - PERIMETER CAULK BY OTHERS BY INSTALLER /(E HORIZONTAL SECTION \A/ FRAME (MASONRY) 1/4" MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) CAULK UNDER SCREW HEAD BY INSTALLER WINDOW FRAME JAMB FRAME (MASONRY) ET LUCAS A TURNER, FL P NO. 58201 3/3/01 PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWINO I8 THE SOLE PROPERTYOF CUSTOM WINDOW SYSTEMS. INC. ANY REPRO UCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN RERMISSON OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBI WINDOW FRAME JAMB INSTALLATION ANCHOR, 3/18` DIA. MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT. CAULK UNDER REW BY Y INSTAIH I FR B 1/4' MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) CAULK UNDER SCREW HEAD BY INSTALLER PERIMETER CAULK �'� BY INSTALLER CAULK BETWEEN BUCK EXTERIOR FINISH AND OPENING BY OTHERS BY OTHERS ® HORIZONTAL SECTION FRAME (WOOD) 1/4' MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) t31 - (MIN. EMBEDMENT) . ? •L' DRYWALL BY e OTHERS INSTALLATION ANCHOR. 910 WOOD ANCHOR W/ NEOPRENE BACKED .. WASHER THRU SCREW SUPPORT. • 0 P 2 BY WOOD BUCK • • BY OTHERS • WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 tm E 8200 INSTALLATION THRU FRAME DETAIL - LARGE MISSILE IMPACT SERIES: ,1RAWN BY: AAJ ATE: 11/8/2008 DWG NO.: CWS -398 SCALE: NTS UODEL HORIZ SLIDER WEV. LETTER: 3HEEY 6 OF 6 • • • • • • • • • • of 3 Communzty Affairs `g BCIS Horne Product Approval USER: Public User a a6tnte at Menu > Product or Aaakcat§>n Search > A_s8. ton1$.t > Appllation Detail FL7067 -R3 Revision 2007 Approved FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Windows Subcategory \,Horizontal Slider Compliance Method Florida Engineer or Architect Name who developed Roberto Lomas the Evaluation Report Certificate of Independence Referenced Standard and Year (of Standard) Michael LaFevre miafevre @cws.cc Michael LaFevre ## 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 MLaFevre @cws.cc � Custom Window Systems, Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 miafevre @cws.cc Ralph Emminger ## 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368 -6922 Ext 208 Ralph@cws.cc _ Florida License PE -62514 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/31/2010 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received. Log In User Registratbn i Hot Topics ! Submit Surcharge 1 Stets & Facts ` Publications FBC Staff BCIS Site Map Links Search Evaf" ton Report fr m a Florida Registered Architect or a Licensed Florida 41 Engineer Evaluation Report - Hardcopy Received •• ••• • • • • • •• FL7067 R3 COI 5104841 (Eval en : -6 0Q IMP prtZO 74x54).pr • •• • • • • ••• • • •• ••• •• • • • •• Standard Year AAMA /101/I.S.2 -97 1997 AAMA/W DMA /101 /I.S • • • • • • 2005 ASTM E1886 -02 • • • • • • • • • • • • • • # 002 ASTM E1996 -02 ••• 1• ••• ••• ••• • #002 ••• • • • •• • ••• • • • • • • • • • • • • • • ••• • • • • • •' • • • • • • •: 7/22/20 ••• • • • ••• • • of 3 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL # 7067.1 7i f 7067.2 7067.3 Model, Number or Name HS -8200 Vinyl Horizontal Slider Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/ -60 Other: Large Missile, 74x54, DP = +/- 60 psf, (Impact). HS -8200 Vinyl Horizontal Slider Limits of Use Approved for use in HVHZ: Yes pfzl3�r�d for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Large Missile, 111" x 63 ", XOX, +/- 60 psf. HS -8200 Vinyl Horizontal Slider Impact PA/TAS 201/202/203 1994 Method 1 Option D 12/19/2008 12/29/2008 01/08/2009 02/03/2009 Description OCA Ath+n baton Department of Community Affairs Florida 1utdtng Code Online Codes and Standards HS -8200 Vinyl Horizontal Slider (Impact) 74x54, XO Installation Instructions FL7067 R3 II CWS -157A jHS -8200 Impact).pdf FL7067 R3 II DuPont PVB NOA 05 -1208 02.pdf FL7067 R3 II Mikan NOA 06 -1220 01.pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports 067067 R3 AE_5104$5A (Eval Rep H5 -8200 Impact XO 74x5j).pdf Created by Independent Third Party: Yes HS -8200 Vinyl Horizontal Slider, Impact, 111" x 63 ", XOX Installation Instructions FL7067 R3 II CWS -232A tj -8200 Impact XOX).pdf FL7067 R3 II DuPont PVB NOA 05 -1208 02.pdf FL7067 R3 II DuPont SGP NOA 07- 1116- 04.pdf FL7067 R3 II Mikron NOA 06 -1220 01.pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL7067 R3 AE 510487B (Eval Rep HS -8200 Impact XOX 111x63).odf Created by Independent Third Party: Yes HS -8200 Vinyl Horizontal Slider Impact w/ Alum. MR. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL7067 R3 II CWS- 186A_(H5 -8200 Impact 72x63).pdf Approved for use outside HVHZ: Yes FL7067 R3 II DuPont PVB NOA 05 -120$ Q2.pdf Impact Resistant: Yes FL7067 R3 II Mikron NQA Q.6:1220 01.pdf Design Pressure: +60/ -60 Verified By: Roberto Lomas 62514 Other: Large Missile, 72" x 63 ", DP = +/- 60 psf, Al. FMR. Created by Independent Third Party: Yes Evaluation Reports FL7067 R3 AE 510486A (Eval Rep HS -8200 Impact XO 72x63).odf Created by Independent Third Party: Yes Isadc i ! Next! • • ••• • • • • • • • • • • • • • • • • 2555 Shumard Oak Boulevard • • • • • • • Tallahassee, Florida 32399 -2100 • • • • (850) 487 -1824, Fax (850) 414 -8436 • • • • • • © 2000 -2005 The State of Florida. All rights reserved. Co•ohti6nd OR•6ima • • • • • • • Product Approval Accepts: • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • •• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •ft) ••• • • • ••• • • of3 re Bab •• •• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • •• • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • •• • • • • • 7,1 3 ••• • • • ••• • • L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Clemmons, NC 27012 Report No.: $104878 336 - 945 -9695 Manufacturer. Custom Window Systems 1900 S.W. 44 Avenue Ocala, FL 34474 Product Lie: 8200 PVC Horizontal Slider XOX — Impact resistant Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 99- 72.070 method 1(d). The product listed herein complies with Requirements of the Florida Building Code. Product description: Horizontal Slider, impact resistant made of white rigid PVC. Frame and active sash were of welded mitered corner construction. • Supporting Technical Documentation: 1. Approval document drawing number CWS -232 Revision A, titled 8200 PVC Horizontal Slider, prepared, signed and sealed by L Roberto Lomas P.E. 2. Test reports: Report No.: NCTL210- 3459 -1, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL TAS 201 -94 Large Missile Impart Test TAS 202 -94 Uniform Static Air Pressure, t60.0psf design pressure, 9.0psf water infiltration TAS 203-94 Cyclic Pressure Loading 1:60.Opsf design pressure 3. Report No.: NCTL 210- 3459 -1A, signed by Gerard J. Ferrara P.E National Certified Testing Laboratories, Orlando, FL AAMA/WDMA/CSA 101/LS.2/A440 -05 Design pressure: ±60.Opsf Water Test Penetration: 9.0psf ASTM E 1886 -02 and ASTM E1996-02 • ASTM E 18861E 1996 Large Missile Impact Test, Level D, Wind Zone 4 ASTM E 1886/E 1996 Cyclic Load Test, ±60.0psf design pressure 4. Report No.: NCTL 210- 3459 -2, signed by Gerard J. Ferrara P.E National Certified Testing Laboratories, Orlando, FL TAS 201 -94 Large Missile Impact Test TAS 202 -94 Uniform Static Air Pressure, t60.Opsf design pressure, 9.0psf water infiltration TAS 203-94 Cyclic Pressure Loading t60.Opsf design pressure 5. Report No.: NCTL 210- 3459 -2A, signed by Gerard J. Ferrara P.E National Certified Testing Laboratories, Orlando, FL AAMA/WDMA/CSA 101 /I.S.21A440 -05 Design pressure: t60.Opsf Water Test Penetration: 9.0psf ASTM E 1886-02 and ASTM E1996-02 ASTM E 1886/E 1996 Large Missile Impact Test, Level D, Wind Zone 4 ASTM E 1886/E 1996 Cyclic Load Test, t60.0psf design pressure 6. Anchor calculations, report number 510420, prepared, signed and sealed by L Roberto Lomas P.E. 1 of 2 • • P i • • • • • • • • • • • • • • • •• • • • • • • • • • •• •• • • • ••• • • • • • • • • • • •• • L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Clemmons, NC 27012 Report No.: 5104878 336- 945 -9695 Limitations and Conditions of usa: • Maximum design pressure: ±60.0psf • Maxirnum unit size: 111 "x63" • Maximum D.L.Q. for active panel: 23 3''"56 'A° • Maximum D.L.O for fixed panel: 53 3 4"x58 13/16" • Approved Configuration: XOX • Units must be glazed with: 3 A" IGU consisting of outboard lite 1/8" Ann — Air — 5'16" laminated inboard lite . consisting of 1/8" Ann — 0.090" DuPont Butacite PVB interlayer -1/8" Ann. or 7/8" IGU consisting of outboard lite 3116" Ann — Air — 7116" laminated inboard lite consisting of 3/16" Ann — 0.090" Dupont SGP interlayer — 3116" Ann., per ASTM E 1300. • DuPont Butacite PVB per NOA 05- 1208.02 • DuPont Sentry Glass Plus per NOA 07- 1116.04 ' • This product is rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in wind bome debris regions. • Frame material to be white rigid PVC per NOA 06- 1220.01 Installation: • Units must be installed in accordance with approval document, CWS -232 Revision A. Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed. product(s). 2of2 . . . r. • r v. • • Iii • w •• • • e' • • • • Luis Ti. Lomas, P.E. • • i • FL No.: 62514 ii 0°8 • • • •••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • • •• ••• • • • ••• • • ••• • ••• • • • ••• •• • •• • ••• • ••• • • • v AIN • ••• • •• • • • • • ♦ • HORIZONTAL SLIDER ELEVATION (LARGE MISSILE IMPACT) • •• • • • • • 1 • • • • • • • • • TABLE OF CONT*E ?S• • • II • • •• • •• •• GENERAL NOTES% ELEVATON9 1 • • ANCHOR SCHEMITLE AND ¶T! 3 • • 2 • • *DESIGN PliF SIRES R GLA4111,. 3 SECTIONS & ALT•FRAME... • 4 �6 •EXTRUSION61LL OF MATililili6 5 • i NSTALLATIO N DETAILS 6-7 • •••••• • • • 112 1/4" MAX. OVERALL FLANGE WIDTH 111° MAX. UNIT WIDTH 58 13!16 " 23 3/4° GLASS GLASS DLO DLO 2Z 53 3/4° MAX. SASH WIDTH GLASS DLO PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. PVC IMPACT REQUIREMENT: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 2007 FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: `X/0/X" 4. DESIGN PRESSURE RATINGS (SEE SHEETS 3) - NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E 1300. - POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E 1330. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 -8 FOR ANCHOR DETAIL. 6. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES AND VENTS ARE FULLY WELDED. SMALL JOINT SEAM SEALER USED AT FIXED MEETING RAIL AND JAMB. I4 . 8. REFERENCE TEST REPORTS: NCTL 210 - 3459 -1, NCTL 210 - 3459 -1 A, NCTL 210 - 3459 -2, NCTL 210. 3459 -2A °HALL NGE 9. SERIES / MODEL DESIGNATION HS -8200. 3HT 10. WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK OR FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, O = FIXED SASH Digitally signed by Florida PE Locution: 1432 Woodford Road Lewisville, NC 27023 Dale: 2008.07.18 14:50:38. 04'00' Al UPDATED PER NEW FBC REQUIREMENTS 7as _-. %WINDOW SYSTEMS 1900 S.W. 44TH AVENUE OCALA, FLORIDA 34474 1 07/03/08 TITLE. GENERAL NOTES & ELEVATIONS - LARGE MISSILE IMPACT 6'EHIES: DRAWN BY: 'DATE: PVC HORIZ. SLIDER AN 7/8/2008 NOUIcL:8200 SCAL NTS REV. Ll I ILH: A JWI3. NU.: CWS -232 $Hht❑ 1 OF 7 • • • •• •••• • • • •• • • • • • 64 MA. OV FLA HEI HE /1 6° 1 83° MAX UNIT HEIGHT 1 1 I l Q 1I4" X I I 0 I 1 X 1 v 0 FR GLASS DLO 69 8 MAX. HEIGHT f • ••• • ••• • • • ••• •• • •• • ••• • ••• • • • v AIN • ••• • •• • • • • • ♦ • HORIZONTAL SLIDER ELEVATION (LARGE MISSILE IMPACT) • •• • • • • • 1 • • • • • • • • • TABLE OF CONT*E ?S• • • II • • •• • •• •• GENERAL NOTES% ELEVATON9 1 • • ANCHOR SCHEMITLE AND ¶T! 3 • • 2 • • *DESIGN PliF SIRES R GLA4111,. 3 SECTIONS & ALT•FRAME... • 4 �6 •EXTRUSION61LL OF MATililili6 5 • i NSTALLATIO N DETAILS 6-7 • •••••• • • • 112 1/4" MAX. OVERALL FLANGE WIDTH 111° MAX. UNIT WIDTH 58 13!16 " 23 3/4° GLASS GLASS DLO DLO 2Z 53 3/4° MAX. SASH WIDTH GLASS DLO PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. PVC IMPACT REQUIREMENT: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 2007 FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: `X/0/X" 4. DESIGN PRESSURE RATINGS (SEE SHEETS 3) - NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E 1300. - POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E 1330. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 -8 FOR ANCHOR DETAIL. 6. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES AND VENTS ARE FULLY WELDED. SMALL JOINT SEAM SEALER USED AT FIXED MEETING RAIL AND JAMB. I4 . 8. REFERENCE TEST REPORTS: NCTL 210 - 3459 -1, NCTL 210 - 3459 -1 A, NCTL 210 - 3459 -2, NCTL 210. 3459 -2A °HALL NGE 9. SERIES / MODEL DESIGNATION HS -8200. 3HT 10. WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK OR FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, O = FIXED SASH Digitally signed by Florida PE Locution: 1432 Woodford Road Lewisville, NC 27023 Dale: 2008.07.18 14:50:38. 04'00' Al UPDATED PER NEW FBC REQUIREMENTS 7as _-. %WINDOW SYSTEMS 1900 S.W. 44TH AVENUE OCALA, FLORIDA 34474 1 07/03/08 TITLE. GENERAL NOTES & ELEVATIONS - LARGE MISSILE IMPACT 6'EHIES: DRAWN BY: 'DATE: PVC HORIZ. SLIDER AN 7/8/2008 NOUIcL:8200 SCAL NTS REV. Ll I ILH: A JWI3. NU.: CWS -232 $Hht❑ 1 OF 7 • • • •• •••• • • • •• • • • • • -1.71 r r i X V O ( I I X ' <=1 1 I -- - 0 1 -1.71 r (TYP) 8" MAX O.C. - - - - I I 0 X , , ' I • ••• • ••• • • • ••• • • • • • • ••• • •• • • • • 8° MAX. (TY P) —•1 �•- 8° MAX. (TYP) I I 18" MAX. 0.C. (TYP) 18 - I MAX 0.C. • ANCHOR LAYOUT - (FLANGE) NOTES: THRU FRAME & CUP (MASONRY OPENING) ^. B 1. INSTALL ONE ANCHORS AT EACH LOCATION (TYP) 4° MAX (TYP) 4 MAX (TYP) 8° MAX O.C. INSTALLATION ANCHORS TYP. 2. SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4 ". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.3/16" DIA. ELCO TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MINI. EMBEDMENT OF 1 1/4° INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2 1/2" SHALL BE ACHIEVED. 5. #10 DIA. WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/8° INTO 2 BY WOOD BUCK, OR FRAMING. B. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVEA MIN. EMBEDMENT OF 1 1/2° INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. 7. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. 8./ALL INS'PA,T$O ANCHQRS 411.1ST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. ••• � (� Qfy IQC • • • • ShIALL NOT USED SUB$T WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW.TIONS, AND ANCHORS 10. INSTALLATION ANCHOR OPRPACM'IES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: • • A. WOOD- ,(MINIQUM SPECIF(p CAVITY OF G =0.42 • • B. CONCRETE'ININIMUMl7OWPPPIBSSIVE STRENGTH OF 3,200 PSI. i • • C. MASOOIi' - STRENGTH pii4F TO ASTM C -90, GRADE N, TYPE 1 (OR GREATER). • • • • • • • •••• • • • • PROPRIETARY AND CONFIDENTIAL • • THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE • • • • • • • WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. Dlgiteliy signed by Florida PE Location: 1432 Woodford Road Lewisville, NC 27023 Dale: 2008.07.16 14:8015 - 04'00' � C NA UUNG F (WOOD OF N IN3 ) DETAIL B rg WINDOW SYSTEMS 1900 S.W. 44TH AVENUE OCALA, FLORIDA 34474 PVC HORIZ. SLIDER MODEL: 8200 Al UPDATED PER NEW FBC REQUIREMENTS 1 07/03/08 TITL : ANCHOR SCHEDULE & NOTES - LARGE MISSILE IMPACT AAJ SCALE NTS HEV.LEIIEH: A INSTALLATION ANCHORS TYP. 7/8/2008 _M(i. NO.: CWS - 232 HEFT: 2OF7 • • • •• •••• • • • •• • • • • • COMMODITYSIZES (TIP -TIP) HEIGHT (IN) 64 1/4 +607-60 WIDTH (IN) GLASS TYPE 19 1/8 38 3/8 • 50 5/8 55 1/4 531/8 A,B,C,D +601 -60 +60/ -60 +60/ -60 +60/ -60 751/4 A,B,C,D +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 821/4 A,B,C,D +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 901/2 A,B,C,D +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 1001/2 A,B,C,D +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 112 1/4 A,B,C,D +60 /-60 +60/ -60 +60/ -60 +60 /-60 0/ -60 7 • • • ••• ••• ••••.• •• • •• • • •• • • • • W ID'IH (IN) 47 1/2 51 1/2 74 1/2 85 1/2 90 1/2 96 1/2 102 1/2 111 •• • • • •••• • • • • • •• • • • • • •• •••• • • •• • • •• • • • •••• •••• • • •• •• GLASS TYPE A,B,C,D A,B,C,D A,B,C,D A,B,C,D A,B,C,D A,B,C,D A,B,C,D A,B,C,D • • •• • • • • • 17 7/8 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 29 1/2 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 -F60 /-60 3/4° OVERALL 1/8° ANNEALED GLASS 5/18" AIR SPACE 8/18° LAMINATED 1/8" ANNEALED GLASS 3/32" DUPONT PVB INTERLAYER 1/8" ANNEALED GLASS ACTIVE SASH GLA S MODULAR SIZES (UNIT WINDO W SIZE) 31 1/2 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 35 1/2 +60/ -60 +60/ -60 +60/ -60 +601 -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 r l! W GLASS TYPE B 39 1/2 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 HEIGHT (IN) 3/4" OVERALL 1/8° TEMPERED GLASS 5/18 AIR SPACE 6/18° LAMINATED 1/8" ANNEALED GLASS 3/32" DUPONT PVB INTERLAYER 1/8° ANNEALED GLASS 41 1/2 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 43 1/2 +60/ -60 +60/ -60 +60/ -60 +60/ -60. +60/ -60 +60/ -60 +60/ -60 +60/ -60 —"'— PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 47 1/2 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 54 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 GLASS TYPE C Digitally signed by Fledda PE Location: 1432 Woodford Road Lewisville, NC 27023 Dale: 2008.07.1614:49:64 - 04'00' 63 +601 -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 7/8° OVERALL 3/18° TEMPERED GLASS 1/4" AIR SPACE 7/18" LAMINATED 3/18' ANNEALED GLASS 3/32° DUPONT SGP LAYER 3/18" ANNEALED GLASS FIXED GLASS NOTE: IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE. GLASS TYPE 0 Al UPDATED PER NEW FBC REQUIREMENTS r4 WINDOW SYSTEMS 1900 S.W. 44TH AVENUE OCALA, FLORIDA 34474 TITLE: CHART & GLAZING PVC HORIZ. SLIDER 8200 7/8" OVERALL 3/18° ANNEALED GLASS 1/4" AIR SPACE 7/18° LAMINATED 3/18 ANNEALED GLASS 3/32° DUPONT SGP LAYER 3/18 ANNEALED GLASS LARGE MISSILE IMPACT 07/03/08 7/8/2008 ' NTS „c "• EV.Lh I EH: Httl: A 30F7 CWS -232 • ••• • • •• ••• • • • • • ••• • •• OVERALL FLANGE HEIGHT • ••• • Il• • • EXTERIOR SEE GLASS TYPE DETAIL SHT. 3 •• • • • • • • • •••• •• • • • • INTERIOR NOTE: SHOWS SASH CUT AWAY •••• •••• • • • • •••• •••• • • UNIT HEIGHT ® TYP CAL VERTICAL SECTION NOTE: SHOWS FIXED UTE CUT AWAY ALTERNATE FIN FRAME NOTE: ITEMS 27, 29, 38, 41, 42, 43, 50, 53, AND 54 ARE USED BUT NOT SHOWN FOR CLARITY. DETAIL C (HEAD IMPACT HOOKS) TYPICAL HORIZONTAL SECTION PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. DETAIL A (JAMB IMPACT HOOKS) IMPACT HOOK SPACING: 1) JAMB HOOKS: A) 6" FROM UNIT EDGE TO EDGE OF HOOK. B) A THIRD HOOK IS CENTERED IF UNIT HEIGHT IS GREATER THAN OR EQUAL TO 35 3/4 ". 2) SASH CATCH: A) 2.1/2° FROM SASH CORNER TO EDGE OF CATCH: B ) A THIRD CATCH 13 CENTERED IN SASH IF UNIT HEIGHT IS GREATER THAN OR EQUAL TO 353/4 ". SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 1/4 °. IMPACT HOOK SPACING: 1) HEAD HOOKS: A) 8° FROM UNIT EDGE TO EDGE OF HOOK. B A THIRD HOOK 18 CENTERED IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 81 3/4 °. C INNER HOOK 3 7/8° FROM EDGE OF MTG RAIL. 2) ASH CATCH: A) 2-1/2" FROM SASH CORNER TO EDGE OF CATCH. 9) A THIRD CATCH IS CENTERED IN SASH IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 81 3/4 ". SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 1/4'. Digitally signed by Florida PE Location: 1432 Woodford Road LeWNVIUa, NC 2702 Date: 2008.07.1814:49:2S- 04'00' A UPDATED PER NEW FBC REQUIREMENTS 07/03/08 ` 4111I11/// / , o R LdMvi `. • .�ENS A ,J, • • p��E OF ;�r��\ , ;74/ OR104;• 1 : O TAT N A Ii � c? c� \ �� aT `ire_ WINDOW SYSTEMS 1900 S.W. 44TH AVENUE OCALA, FLORIDA 34474 TITLE. SECTION VIEWS & ALTERNATE FIN FRAME - LARGE MISSILE IMPACT .•f. „- • PVC HORIZ, SLIDER VIUUEL' 8200 AAJ 'UAL: NTS EV.LtI IEH: A 7/8/2008 _MU. NU.: CWS - 232 ,HEFT: 4 OF 7 • • • •••• • • • • •• • • • • • • ••• • ••• • • • ••• • • • • • ••• • ••• • •• Item 8 2 3 4 5 Wain Fr., SR w /Fig., W C, R Jb. Heavy Duty Meet. Rall, Alum., Fxd. 7 8 9 ID 11 12 13 14 15 16 17 18 20 21 23 24 25 26 27 28 30 31 32 33 34 35 36 37 38 40 41 42 43 44 45 46 47 48 49 50 51 •52 1•• •5 3 54 • •55 •• I • • • •• • 1•• Part 0 Description 1+8031 Main Fr.. SI w/Fig., PVC, Head H-8031 1+8031 1+8031 1 +1881 • 1+8027 1+1497 1+8028 S -1498 1+8004 S -8005 &6009 5.8009 5.8016 S-8016 8-8013 8 -8014 5-1578 5.1558 P-3804 P-3763 P-3784 P3215 P -3893 P -3429 S-1112 P3768 P-4051W 1x4264W 1+3010 P3531 P -3342 P-3752 P 3438 P3352 P -3738 P3881 P-31313 P3281 P3281 P -3218 P -3218 P.3321 Y -5511' FOB& e P ?>a0B71 • 8,577 8 135028 56 57 • • 58 • •• •• •• • • •• • • •• • • • Main Fr., SH w/Flg., WC, 55 Main Fr., SK wing., PVC, L. Jb. Sash Meet. Rae, PVC Rein!. Sash Meet. Rail Sash Bottom ROI, WC (S.S.R for HS) Reinl. S.B.R./S.S.R, Fbriz. Sash Sde/Top/Bot. hell Roller, back, PVC Glz. Sd„ 7/8 °,Fxd., Horiz. Gz. 8d., 7/8 °,Fxd, Vert. Glz. Bd, 3/4 ",Sash, 1 -briz. (8z. Bd., 3/4 °,Sash, Vert. Som. Adapt., w IMb, PVC, I -briz. Scrn. Adept, PVC, Vert. Frame Catch, Jamb, PVC, HS Sash Catch, PVC, Impact Roller, Tandem Look, Impact, PVC Keeper, Impact, PVC Weep Cover w/ Rap Rohl. Plata, F.MR Welp., 0.270 x .187 back RnSeal, Gray Glazing Bead 88 x 0.825 R1 PH SMS 48 x 1.250 Ph FHTEK, Who 88 x 3/4° FH Ph W/ 88 Head, Sell DrSIng Type A, Scr Bulb Vinyl w/ Rlgkl Base, .350 High 88 x 3/8" Screw, Frame bpact Hook . Seam Sealer, SM -5504 Cap Rug, 1/2' I-ble Hot Melt, TruSeel, "H' Set. Bpc, 85 Cur., 1/8 x 518° x 2' Lg. -64.8200 Gold CerL Label, NFRC Tab, limpet( ASTMS Terrporary Lb!. (NR1C/DP) CWSLbl. (logo) Glass, Fixed 01085, Sash Spacer, DuraSeal, Roed Spacer, DuraSeal, Sash Screen Frame, Fbriz. Screen Frame, Vert Screen Frame Corner Key Vreen Cloth, 18 x 18 Margins Screen Spin* .16544, 600 Screen Pul b • p reen SprIng,%S • Ramo Catch►Head, PVO►1-IS Rein!. S.B.R2P Mein Fr., 1 w/Fln., P/C :crew Supp$r' I V • • •• •• • • • PVC FRAME FLANGE -6031 t 1 3/18' F0— HD MTG RAIL -1681 ALUM. 6063 -T6 PVC SASH TOP/BTM RAIL -6004 - 1/4 1/18' 3/8 ROLLER TRACK - 1678 ALUM. 6063 -T6 1 5/18" 7 FRAME IMPACT HOOK -1577 ALUM. 6063 -T6 (HS HEAD) FRAME IMPACT HOOK -1576 ALUM. 6063 -T6 (HS JAMB) SASH IMPACT HOOK -1556 ALUM. 6063 -T6 0 d PVC FRAME FIN -6026 1 5/8 5" 0 5" i L 6/13° n SASH MTG. RAIL -1497 ALUM. REINF. 6063 -T6 PVC SASH MTG. RAIL -6027 dL_ 21 1 03/18" PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN 11415 DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED. 1 5/8" 1 16/18 ° -7{ L PVC SASH SIDE RAIL -6028 O 3/16" 0 3118° 6" 5/16 0 DyeaOy vm.a by Fb443Pe Looeva 1432Wemraa Rom Lore a% NO 27023 Dtle: 2201127.10 14.42 45 -04'W' 3/16" 7 - I S.B.R. /S.S.R. -1498 ALUM. REINF. 6063 -T6 3/18° 7/8" PVC GLAZING BD - 6016 PVC SCREEN CATCH - 6013 3/4" Cox ---. %WINDOW SYSTEMS 1900 S.W. 44TH AVENUE OCALA, FLORIDA 34474 SASH CORNER CONSTRUCTION CORNER WELD (ALL SIDES) SCREW SUP.-3113 3/16° 7/` " PVC GLAZING BD-6009 TITLE: EXTRUSIONS & B.O.M. - LARGE MISSILE IMPACT FRAME 00111 CORNER WELD (ALL SIDES) FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME ■• 1/8'1 PVC SCREEN SUPPORT - 6014 Al UPDATED PER NEW FBC REQUIREMENTS 1 07/03/08 5E14IE8: UHAWN BY: DATE: PVC HORIZ. SLIDER AAJ 7/8/2008 MUUIOC 8200 SCALE NTS DWG. NU.: CWS -232 Hi_V.LNIIbH: A HhbC 50F7 •••• •••• • • • •• • • • • • 31 8 ° �{ 23/18 6/8° CONSTRUCTION • •• • •• • • • • ••• •• • • • • ••• • •• ••• CONCRETE/MASONRY BY OTHERS CAULK BETWEEN BUCK AND OPENING BY OTHERS CONCRETE/MASONRY BY OTHERS • • & • • � • P • 2 1/2" (MIN. EDGE DIST.) 1 1/4° (MIN. EM =. EDMENT) EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY INSTALLER WINDOW FRAME HEAD WINDOW FRAME SILL .• • •• • • CAULK BETWEEN BUCK AND OPENING BY OTHERS INSTALLATION ANCHOR, 3/16" DIA. MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT. ( DRYWALL BY OTHERS 1 BY WOOD BUCK BY OTHERS 1/4° MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) CAULK UNDER SCREW HEAD BY INSTALLER �V4L III:I � 1 _ - 111L 4 PERIMETER CAULK � BY INSTALLED • • • EXTERIOR Mil • :y. T �•� -- r • • IBY OTHERS I,I �• � - � / s y �� , � { � • • 1., a ��`�� pm SILL STOOL Id ••• ••e • p•• > .1 '- — BY OTHERS • >.• • • I 11/4" • • • • • • h-- (MIN. EMBEDMENT) •• CONCRETE/fAasQ(IRY 2 V2" BY OTHERS • • • • • •(.IN. EDGE DIST,) • •••• •••• • • • • ® VilaTipi)1•S.CTION FRAME (MASONRY) DRYWALL BY OTHERS 2 1/2" (MIN. EDGE DIST.) 1 1/4" (MIN. EMBEDMENT) INSTALLATION ANCHOR, 3/13" DIA. MASONRY SCREW w /NEOPRENE BACKED WASHER THRU SCREW SUPPORT. CAULK UNDER SCREW HEAD BY INSTALLER HIGH STRENGTH STRUCTURAL GROUT BY OTHERS USE SOLID WOOD SUPPORT TO MAKE SILL LEVEL, BY OTHERS 1 BY WOOD BUCK BY OTHERS EXTERIOR FINISH BY OTHERS HORIZONTAL SECTION FRAME (MASONRY) WINDOW FRAME SILL PERIMETER CAULK BYINSTALLER EXTERIOR FINISH BY OTHERS 1/4" MAX SHIM BY OTHERS MASONRY (SEE NOTE 2 & 3 ON SHT. 2) 1/4° MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) CAULK UNDER SCREW HEAD BY INSTALLER WINDOW FRAME JAMB PERIMETER CAULK BY INSTALLER PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING 13 THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROFOBITED. 2 1/2" 1•• (MIN. EDGE DIST.) 1/4" MAX SHIM 1 WS" (SEE NOTE 2 & 3 ON SHT.2) (MIN. EMBEDMENT) CAULK UNDER SCREW DRYWALL BY OTHERS HEAD BY INSTALLER WINDOW FRAME JAMB INSTALLATION ANCHOR, 3/16" DIA MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT. CAULK UNDER SCREW HEAD BY INSTALLER 1 1/4" (MIN. EMBEDMENT) PERIMETER CAULK . BY INSTALLER EXTERIOR FINISH BY OTHERS 1/4" MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) ii 1 6200 HORIZONTAL SECTION FRAME (WOOD) INSTALLATION ANCHOR, 1110 WOOD ANCHOR W/ NEOPRENE BACKED WASHER THRU SCREW SUPPORT. 2 BY WOOD BUCK BY OTHERS CAULK BETWEEN BUCK AND OPENING BY OTHERS ® ALTERNATE PRECAST SILL DETAIL Al UPDATED PER NEW FBC REQUIREMENTS 1 07/03/08 FRAME (MASONRY) \`\��1�I�IIIC ' Location: 1432 Woodford Road , Digitally signed by Florida PE ` �`G E S: WINDO Lewisville, NC 27023 : ••' c" • 1900 S.W. 44TH AVENUE Date: 2008.07.18 14:46:09 - 04'00' •*' 0 >Il = OCALA, FLORIDA 34474 ▪ S AT TITLE• INSTALLATION THRU FRAME DETAIL - LARGE MISSILE IMPACT � • • F 4 • ` $HI PVC HORIZ. SLIDER UHAWN BY AA.) 7/8/2008 • (pR`p :� tS G MVUkL SVALk: NTS JWt3 No. CWS -232 ikV. LEI 11:H. SHkk A F. 6 OF 7 • • • • •••• • • • •• • • • • • • • • • • • • • • • • • • • • • • SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS CAULK BEHIND FIN BY INSTALLER WINDOW WRAP BY INSTALLER PERIMETER CAULK BY INSTALLER WINDOW FRAME HEAD CAULK BEHIND FIN BY INSTALLER PERIMETER CAULK BYdf1119TiLLER • • Me* WRAP BY INST4LER %XTERIQR FINISH B OTHERS • ••• •• • SHEATHI •• ••. BYOTHri••• •••• • • •••• • •• • •••• •••• • • WINDOW FRAME SILL •••• • •••• • • •• • • • • • VERTICAL SECTION FIN (WOOD) 1 1/2° (MIN. EMBEDMENT) ANCHOR, �68 WOOD SCREW 2 BY WOOD 441 1111. BY O HERS BUCK 1 1/2° (MIN. EMBEDMENT) INSTALLATION ANCHOR, #8 WOOD SCREW 1/4" MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) 1/4" MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) 2 BY WOOD BUCK BY OTHERS SHEATHING BY OTHERS 2 BY WOOD BUCK BY OTHERS PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. INSTALLATION ANCHOR, #8 WOOD SCREW 1 1/2" (MIN. EMBEDMENT) EXTERIOR FINISH BY OTHERS CAULK BEHIND FIN BYINSTALLER HORIZONTAL SECTION FIN (WOOD) Digitally signed by Florida PE Location: 1432 Woodford Road • Lewisville, NC 27023 Date: 2008.07.1814:48:38.04'00' 1/4° MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) WINDOW FRAME JAMB WINDOW WRAP BY INSTALLER PERIMETER CAULK BY INSTALLER Al UPDATED PER NEW FBC REQUIREMENTS SERIES: MDU (�rL!/XOIIiL� %WINDOW SYSTEMS 1900 S.W. 44TH AVENUE OCALA, FLORIDA 34474 07/03/08 TITLE. INSTALLATION ANCHOR FIN DETAIL - LARGE MISSILE IMPACT UItAWN SY: AAJ SCALE. ' NTS REV. LEI I EH: A PVC HORIZ. SLIDER DATE: 7/8/2008 DWG. NU.: C W S -232 SHE : 7 OF 7 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI - DADE COUNTY, FLORIDA MEMO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.miamidade.gov/buildingcode Eurotech Industries, Inc. 250 NE 32 Street Fort Lauderdale, FL 33334 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Aluminum Outswing Entrance Door -LMI APPROVAL DOCUMENT: Drawing No. W04 -01, titled "Aluminum Outswing Entrance Door", sheets 1 through 5 of 5, dated 01/15/04 and last revised on June 02, 2009, prepared by AL- Farooq Corporation, signed and sealed by Arshad Vigar, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. Single or double doors may be mulled with approved clipped mullion or sidelites or transom (under separate approvals), lower design rating shall apply and such installation to be reviewed & approved by AHJ. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews & revises NOA No. 08- 0507.10 consists of this page 1 and evidence pages E -1, as well as approval document mentioned above. • • • ••• • • • The submitted documentation was reviewed by Ishaq L Chanda, P.E. • • .• ... •• • • • •• •NGAJ o OS1- 0310.V5 Expiration bate: June lid, gill Approval batr.June:? 2Z10� Fuel ••. • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • • • • • •• • • • • • • • • ••• • • • • • • • • • • • • • •• •• , Eurutech Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 08- 0507.10) 1. Manufacturer's die drawings and sections. 2. Drawing No. W04 -01, titled "Aluminum Outswing Entrance Door", sheets 1 through 5 of 5, dated 01/15/04 and last revised on June 02, 2009, prepared by AL- Farooq Corporation, signed and sealed by Arshad Viqar, P.E. B. TESTS (transferred from file # 08- 0507.10) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 5) Large Missile Impact Test per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of aluminum outswing door, prepared by Hurricane Engineering Testing Inc., Test Report No(s). HETI- 08 -2021, 08 -2022, 08 -2023 and 08 -2024, all dated 03/15/08, signed and sealed by Candido Font, 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) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 5) Large Missile Impact Test per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of aluminum outswing door, prepared by Hurricane Engineering Testing Inc., Test Report No(s). HETI- 03 -1882, 08 -1889, 08 -18890 and 08 -2024, dated 01/15/04 thru 02/09/2004, all signed and sealed by Rafael E. Droz -Seda, P.E. (transferred from file # 06- 1019.06) 3. Tensile Test prepared by Hurricane Engineering & Testing, Test No. HETI- 04 -T100, dtd 01/29/04, tested per ASTM E8 -01, signed & sealed by Rafael E. Droz -Seda, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, prepared by A1- Farooq Corp., dated 04/28/08 and last revised 01106-02-09, signed and sealed by Arshad Viqar, P.E. 2, Complies with ASTM El 300-02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNemours for "SentryGlasPlus ", expiring on 01/14/2012. 2. Notice of Acceptance No. 05 1208.02 issued to "E.I. DuPont Denemours" for "DuPont Butacite PVB" dated 02/15/01, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance & no fmancial interest, dated June 02, 2009, signed and sealed by Arshad Vigar, P.E. 2. Statement letter of lab compliance, part of above test reports. G. OTHER 1. This renews & revises NOA # 08- 0507.10, expiring June 10, 2009. 2. Test proposal # 07 -3527 approved by BCCO. E -1 ... • • • • • • • • • • • • • ... • • • • • • • . •.. • • • • .. . • • • • • Ishaq I. Chanda, P.E. Product Control Examiner .' . %OA N81 P- V11).05 Expi4ttibn bate; Jae 10, 20111 '.: Appfp$al fl &e: Jfw 2%,2009 ..' • • • . . • • . • • • • • • • • • • • • ' - - I - i' ■ MNISIWINIW .L6 1 „. 1HD -13H 3V31 / • / - \ \ �\ 13 / II / II / I/ / 1 _ 11 ACTIVE LEAF - SC - -_- /I / ! ` - - -- \ II 1 \ \ J • i • I \ \ 1 \ :I l I ti \ IN- A1 \ LEAF \ \ - _- _3C -___ 11 11 , 4 /� - - - '1 - - % 11 11 / I( / / 'XVN .Zl I I I ,I 1 I _ I .B /£ 56 '3d0 10 „_ � 1 I 1 1 • •• • • •• • • • •••• • •••• • 1 SEE SEPARATE NOA I FOR 7R RATING 'AT) DETAILS t : I • m DOOR HINGES SEE SHEET 2 FOR QUANTITIES & CAPACITY ALUMINUM OUTSWING ENTRANCE DOOR APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS. ALSO SINGLE AND DOUBLE DOORS IN COMBINATION WITH SIDELITES USING MIAMI -DADE COUNTY APPROVED MULLIONS IN BETWEEN. ALSO SINGLE AND DOUBLE DOORS WITH OR WITHOUT SIDELITES IN COMBINATION WITH TRANSOMS USING MIAMI -DADE COUNTY APPROVED MULLION IN BETWEEN. LOWER DESIGN PRESSURES FROM 000R, SIDELITE OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE HIGUI j QQ VEI ITY 0ReCANEFZON D( BUILDING . . CO 2007 EDITION INCLUDING • • WOOD BUCIt3 OTHERS, �IUS= tL • ANCHORED PROPERLY TO TRANSFER • • LOADS TO THE SSRUCTURE• • • ANCHORS �SA.ALL AS LIST D, SPACEp AS SHOWN ON DETAILS, ANCHORS • EMBEOMEN TO BASE MATERIAI SH U. BP BEYOND WALL DRESSING OR STUCCO. • • ANCHORING•OR LOADING ! 4 ITIONIS NOT SHOWN IN THESE DETAILS ARE NOT t raRT 0i THIS APPIi0YAL.• • A LOAD !URATIIN CREASE I e USE IIIN DESIGN OF ANCHORS INTO WOOD ONLY • • MATERIALS INCLUDING BUT NOT LIMBED TO STEEL /METAL SCREWS, THAT COME INTO • CONTACT ARH•CRHER DISSIMIUIP•MKRIALS SHALL MEET THE REQUIREMENTS • OF 200P FL$ I � II , •BLDG. • CORE♦ �ECT 2003.8.4. • • • •• • • • • • 42” 5" MAX. HEAD /SILL CORNERS 6 n / 1 / ■■ - 11 ACIpIVE LEAF �/ c — \ \\ i h J FRAME WIDTH 13" MAX. HEAD/SILL i ^! 31 3/4" D.L. OPO. 39 1/8" LEAF WIDTH D, SURFACE APPLIED FALSE MUNTINS MAY BE USED n MLAMI -DADE COUNTY APPROVED MULLION SEE SEPARATE NOA TYPICAL ELEVATIONS (2) ADDL. ANCHORS AT 3" 0.C. AT MTG. STILE ENDS REO. FOR WOOD OR WOOD BUCK INSTALLATIONS ONLY DOOR HINGES SEE SHEET 2 FOR QUANTITIES & CAPACITY SEE SEPARATE NOA FOR SIDELITE RATING AND DETAILS 29" 0.1. OPG. 36 3/8" LEAF WIDTH THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.I SHUTTERS ARE NOT REQUIRED. J 75 3/4" FRAME WIDTH 13" MAX. HEAD /SILL • I 1 Engr: ARSHAO 51088 CIVIL FLA. PE 9 38683 C.A.N. 3538 5" MAX. HEAD /SILL CORNERS n DIYWoe PRODUCT RENEWED B° compb4o8 Whh the Plorld• BMus Code AeeePTenceNot — AR /0 ES54 66N I Doer 71101e1D E9 �rs .L,U9rt (tflmy ade ended oeNa v 0 0 Z 0 2 n 4 Ax M S M � W 0: C = N p n $ V w 6-19 s- o zg � rY WNW a 0 a - o ca 5 r drawing no. W04 -01 shed 1 of 5 0 ITEM 4 PART 4 RE90. DESCRIPTION MATERIAL MANP. /SUPPLIER /REMARKS 1 ER006 AS REOD. DOOR FRAME 6063 -T6 - 2 ER012 AS REOD. DOOR LEAF 6063 -16 - 3 VZ1566 1/ LEAF DOOR BASE BOARD 6063 -16 - 4 V2-1483 I/ DOOR FRAME SILL 6063 -T6 - 140.0 - 1/ DOOR SILL BASE 6063 -T8 - 6 V2 -1461 AS RE00. ASTRAGAL STILE 6063 -T6 - 7 V2 -1535 4/ LEAF GLAZING BEAD 6063 -18 - 8 2801 AS RE00. GLAZING GASKET VINYL - 9 _ _ 10 1001/80 1/ CORNER CORNER KEY ALUMINUM MONTICELLO 11 006000 4/ LEAF HINGES ALUMINUM GIE5SE 12 110 X 3/8" 4/ HINGE HINGE INSTALLATION SCREWS - PH MACHINE SCREWS 13 - AS REOD. BULB **STRIPPING - - 14 110 x 2" AS REGD. ASSEMBLY SCREWS - NH SELF DRILLING 15 112 X 1 -1/4 - FRAME ASSEMBLY SCREWS - 5AAS DESIGN LOAD CAPACITY - PSF SINGLE (X) DOORS DOOR SIZE GLASS TYPE 'A' WIDTH HEIGHT EXT. ( +) INT. ( -) 2/8 8/8 75.0 85.0 3/0 6/8 75.0 85.0 3/6 7/0 75.0 85.0 2/6 75.0 85.0 3/0 7/0 7513 a 85.0 3/3 7/0 �� 3/8 140.0 75.0 0 2/6 140.0 75.0 85.0 3/0 8/0 75.0 85.0 3/6 140.0 75.0 85.0 DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. DESIGN LOAD CAPACITY - PSF SINGLE (X) DOORS DOOR SIZE GLASS TYPE 'B' WIDTH HEIGHT EXT. ( +) INT. ( -) 2/6 8/8 100.0 140.0 3/0 6/8 100.0 140.0 3/3 7/0 100.0 140.0 2/6 100.0 140.0 3/0 7/0 100.0 140.0 3/3 8/1 100.0 140.0 2/6 INSTALLATIONS WHERE WATER INFILTRATION 100.0 140.0 3/0 8/0 100.0 140.0 3/3 100.0 140.0 DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. DESIGN LOAD CAPACITY - PSF DOUBLE (XX) DOORS DOOR SIZE GLOSS TYPE '4' OR '5' WIDTH HEIGHT EXT. (+)_.....1811. _ ( (r,..) CE i t 8/8 79.0 75.0 614 S.0' .0 5/0 7/0 75.0 75.0 6/4 75.0 75.0 5/0 75,0 75.0 8/4 8/1 75.0 75.0 LOADS SHOWN ABOVE ARE FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. UMIT EXTERIOR( +) LOADS TO 48 PSF FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE 15 REQUIRED. HINGES SINGLE DOORS; TWO- HANGED COMB HWG EXTRUDED ALUMINUM BRIDGE 2 BY 'GIESSE' (5) PER 1VA • • 92 6 - 1/ 2 ATTOP OF DOOR • •••• • • • • • • • • • • • • • • • • • 1 LOCKS SINGLE DOORS: 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE 36" FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUM8 TURN ON INTERIOR. STRIKE PLATE 1 -1/4" X 1/4' X 16 -1/4" LONG ATTACHED WITH (2) 88 X 3/4 SMS • • • •• • • • • • •• •••• • • •••• • • •• • • • • •••• • • • • • • • •• •• • • •••• • • •• • • • • •• • • • • • LOCKS SINGLE DOORS: MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF ACTIVE LEAF PART 802181 ATTACHED WITH (4) 810 X 1 -1/2" SMS. 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE 36' FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. STRIKE PLATE 1 -1/4' X 1/4" X 16 -1/4" LONG ATTACHED WITH (2) 88 X 3/4 SMS BINGES SINGLE DOORS; TWO- HANDED COMB HMG EXTRUDED ALUMINUM BRIDGE 2 BY 'CIESSE' (7) PER LEAF AT 7/0 AND 8/0 DOORS AT 3 ° , 9 AND 26 -3/8" FROM TOP AND BOTTOM. ONE AT MIDSPAN (6) PER LEAF AT 6/8 DOORS AT 3 ", 9 AND 26-3/8 FROM TOP AND BOTTOM LOCKS DOUBLE DOORS; ACTIVE LEAF: MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF ACTIVE LEAF PART 802181 ATTACHED WITH (4) 88 X 1 -1/2 5M5. 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE 36 FROM BOTTOM. KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. INACTIVE LEAF MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF INACTIVE LEAF PART 102168 ATTACHED WITH (4) 88 X 1 -1/2" SMS. HINGES DOUBLE DOORS: TWO - HANDED COMB RING EXTRUDED ALUMINUM BRIDGE 2 BY 'OIESSE' (5) PER LEAF AT 8 ". 12 ° , 35 ", 63 -1/2" AND 92 -1/2" FROM TOP OF DOOR NOTE: TOP AND BOTTOM FLUSH BOLTS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. .090 INTERLAYER BUTACITE PAS BY 'DUPONT' 3/18' HEAT STREW], GLASS SILICONE GE SCS 2800 SILGLAZE II GLASS TYPE 'A' PRODUCT RENEWED GLAZING OP emplylog flank MoeNoQaeNoNo °*7 EXpImdun Daft /Y B, M I e TE: Division GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS -DEC -219 En4F ARSHA0 MOA4 CIVIL FLA. PE 4 48963 CAN. 3538 t1 ' JUN 0 2 2009 3/16' HEAT STREN'D CLASS .100 INTERLAYER SENTRYGLAS PLUS EN 'DUPONT' 3/18' HEAT STREW!) GLASS GLASS TYPE 'B' SILICONE GE SCS 2800 SILGLAZE II 8 11 Z N 1- 0 . 8 0 Q 14 v a 0 v S P. 0 » 1. ( drowing no. W04 -01 sheet 2 of 5 ) .6 • • • • • • • • •••• , • • s • • • v •••• 1 • •ti•• • TYPICAL /+ICHORS • 1 SEE EIS* iPs SPACING • •• TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING • • ••• • • • • • • •••• • •• • • • •••• • • • • • U1 ACCESS HOLES WITH PLUGS # X 1/2" SMS 3" FROM ENDS AND 10" D.C. MAX. (4) #12 X 1" SMS AT 2" 0.C. MAX. AT CENTER OF SILL READ. AT DOUBLE (XX) DOORS ONLY 1BY WOOD BUCK li 1 SEE SEPARATE NOA I II FOR TRANSO`A ' C P �__ RATING AND /DETAILS _ .3 i 1 O J1. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 1 MIAMI -DADE COUNTY `APPROVED MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING mom= mete00 U ▪ -Cade • ph�NOG da w N 693 41011 " 1/91° cot r - Ia' / u g MO TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL D DI TANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE re - 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK f'm = 2000 PSI MIN. Engr: ARSHAD -VIOAR CIVIL FLA. PE )1 38883 CAN. 3538 ,TU 0 7009 METAL STRUCTURE WOOD BUCKS AND METAL STRUCTURE NOT BY EUROTECH MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: sEE ELEv. FOR SPACING 1:.' • : *K. (Fu •177 KSI, Fy =155 KSI) OD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 1/4." DIA. TEKS /DRIL -FLEX SFI F DRILLING SCRFWS (GRADE 5 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS It INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) SEALANTS; ALL FRAME AND LEAF CORNERS AND JOINTS SEALED WITH ADSEL OR TEKNA 50729 SEALANTS. S 0 js 8 3 a. 2 0 0 n m a 0 8 8 8 drowing no. W04 -01 sheet 3 of 5 ACTIVE LEAF m ■ IN- w= ACTIVE I 1 I 0 la ki ' _)- J 1 ® 0 EXTERIOR O D.L. OPG. -, IlD LEAF WIDTH ACTIVE LEAF ® IN- w= ACTIVE LEAF O4/ _ ===mb • • • • • • • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING 3 rC _te • • • • • • • • • •• • • • • • •• •••• •••• • • • • • •• •••• • • •• • • • • • • •••• • •• • • • ••• • • • • 1/4" MAX. SHIM • SEE SEPARATE NOA FOR SIDELITE RATING AND DETAILS 5 • • (C) MNMI -DAOE COUNTY APPROVED MULLION SEE SEPARATE NOA • •• • • • • • •• • • FRAME WIDTH SINGLE DOOR 0 0 15 (2) #8 X 3/4' U SMS 1 EXTERIOR D.L. OPG. LEAF WIDTH 1/4' MAX. SHIM SPACE FRAME WIDTH DOUBLE DOOR METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACINC PRODUCT RENEWED as Bahliag the Florida Cade AersptaneeNo 0 f- o3(o.0 Espdradea Date, - Awe (O, sIr . CI kSN 'h t 1/4" MAX. SHIM Mehlos D.L.O. SM)S #8 X 3 /4" LEAF WIDTH 1/4" MAX. SHIM Ellyn ARSHAD WOAR CML FLA PE $ 38883 C.A.N..638 JUN 0 `L 2.009 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1ST WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING J 0 2 N •s 2 a O h v o . • a n ii drawing no. W04 -01 (sheet 4ot 5 • • • • • •••• • • •••• • • 1 1 1 • • • • 3.673 2.830 .070 1.024 — 2.047 DOOR LEAF 2.819 1.772 -1 .087 3.177 II -1 2.921 1.638 -1 Q DOOR BASE BOARD 3.937 0 .138 l� 4 .059 -I- 1.417 • .4-1.7724 •••• • • • • FAME SIB • • 2.000 • • • •••• •• 1• I•• •• • 1' • 11000 • - 4 • • i - i •••• • • • • •••• •••• • SILL BAS€ • 0 2.402 —1 1.906 .591 ASTRAGAL STILE 0 GLAZING BEAD LEAF CORNER$ FRAME TOP CORNFR FRAME BOTTOM CORNER Env: AMMO 410AR CIVIL FIA PE 0 38663 CAN. 538 V JUN 0 2 2009 P AODIfCrRENEWB U Cede e8 •hh the Flo Z ag 0 g Obi < va m 0 -Q4 ootig agOe J o s m • vi 0 0 n N N 0 D 80 ID I '& 3 ti drawing no. W04 -01 shrfi(T 55 of $ ) • •• • • • • • •••• • •••• • • • •• • • • • •