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WS-10-849Inspection Number: INSP - 149636 Permit Number: WS -5 -10 -849 Scheduled Inspection Date: September 16, 2010 Inspector: Bruhn, Norman Owner: HOGAN, DAVID Job Address: 42 NW 110 Street Miami Shores, FL 33138 -4319 Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Building Department Comments REPLACE 20 IMPACT WINDOWS AND 3 DOORS Passe / d 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- 145881. CREATED AS REINSPECTION FOR INSP- 143318. DOORS TAP CONS DO NOT MEET MINIMUM PENETRATION. JR Provide permit and plans for inspection. NB September 15, 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 1121360030040 Phone: (954)792 -4415 Page 7 of 23 THRESHOLD /SPECIAL INSPECTION REPORT PROJECT: Hogan Residence CLIENT: Florida Home Improvements CONTRACTOR: INSPECTION TYPE: Special PROJECT LOCATION: 42 NW 110 St., Miami Shores MEMBERS / AREAS INSPECTED: Performed final ins • ection for installation of 3 sin • le exterior doors. GENERAL NOTES: DISPOSITION / RESULTS: Approved. Doors installed per NOA. Verified masonry fastener has minimum 1 -1/2" embedment for all doors. Respectfully submitted, Specialty Engineering Consultants, Inc. D. Mark Le : , nc, PE State of . Registered Professional Engineer #0035683 Registered Special Inspector #1177 Hogan Residence 42 NW 110 St, Miami Shores 072110 SPECIALTY ENGINEERING CONSULTANTS, Inc. DAY: Wednesday DATE: 7/21/2010 PERMIT #: TRACKING #: 2104367 PERFORMED BY: Kurt Johnson 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 CONTRACTOR: GENERAL NOTES: THRESHOLD /SPECIAL INSPECTION REPORT PROJECT: Hogan Residence CLIENT: Florida Home Improvements INSPECTION TYPE: Special PROJECT LOCATION: 42 NW 110 St., Miami Shores MEMBERS / AREAS INSPECTED: Performed final inspection for installation of 3 single exterior doors. DISPOSITION / RESULTS: Approved. Doors installed per NOA. Verified masonry fastener has minimum 1 -1/2" embedment for all doors. Respectfully submitted, DISTRIBUTION COPY: Specialty 'Engineering Consultants, Inc. D. Mark' , = c, PE State o ✓Registered Professional Engineer #0035683 Regi red Special Inspector #1177 Hogan Residence 42 NW 110 St, Miami Shores 072110 SPECIALTY ENGINEERING CONSULTANTS, Inc. DAY: Wednesday DATE: 7/21/2010 PERMIT #: TRACKING #: 2104367 PERFORMED BY: Kurt Johnson Dade • Broward • Palm Beach 1599 S.W. 30th Avenue, Suite #20 • Boynton Beach, FL 33426 • Office: 561- 752 -5440 • Fax: 561- 752 -5542 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle)• Building Owner's Name (Fee Simple Titleholder) \A (A) l Phone # Owner's Address AZ Ow Ito 5/ City Z u;q Skke) State Zip ;3 ?)1(.043 Tenant/Lessee Name Phone # Job Address (where the work is being done) '12 10 O 51 City Miami Shores Village County Miami -Dade Zip '53 Roe Is Building Historically Designated YES NO Contractor's Company Name • kvU2 l-(Q cc-30.e 1A951 Phone # q,WICIZ Z - 't3 Contractor's Address <3.01 O S (�,� 3 Q -0-12. C�c� City \ () 0 ® CC) State '� Zip n312. Qualifier L et-4 1.A.R 9-1 Z3 O (WIT Architect/Engineer's Name (if applicable) -Y i=.4r a2N0 'CL Phone # ct S-{ 3S'-t OCo(oO $ Value of Work For this Permit ace 500 Type of Work: Describe Work: ebi-eiter3 Submittal Fee $ +-0 Permit Fee $ " Notary $ C) Scanning $ /P Total Fee Now Due $ (Continued on opposite side) Miami Shores Village Building Department /0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 0 w A Master Permit No. Electrical Plumbing Mechanical Roofing ['Addition DAlteration ['New LRepair/Replace ❑ Demolition e l:� k.005 ?� Training/Education Fee $ Radon $ 5 Square Footage Of Work: CCF $ i °9c3 Technology Fee $ a le Bond $ §mammaill At MAY 1 8 2019 e9 HY: Code Enforcement $ d Structural Plan Review. $ 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 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature er or Agent The foregoing instrument was acknowledged before me this 1 day of 2 20 tD, by V � \ , who is personally known to me or has produced As identifica R . and who did NOTARY PUBLIC: Sign: Print: My Commission Expires: Chc 10/14/03 Contractor The foregoing instrument was acknowledged before me this U � day of , 201 °,by .Q1 , who is personally known to me or who has produced as idenid ntificati. c d who did take an oath. TARY PUBLIC: Sign: Print: My Commission E ** ,r, *** **,.*,.***** ** * * ** ************* ***** * * *,r,.* * ***** **** *a****** (Certificate of Competency Holder) Zip State Certificate or Registration No. • C (^a Lou tb oi 6 Certifi to of Competency No. ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: �/I�CJ F Zoning Plans Examiner Engineer »ts 6isamnaii PRIMO or Steven K Baird, P.A. 1613 NE 88 S$aet Rind Shows, 8.33138 Repertr Appraisals Pawe11D No.:11. 2138 - 003.0040 THIS WARRANTY DEED is made and entered Into as of the 15th day of Aprt, 2010, between JULIET P. WINT alkda JULIET PETRONA WINT, a single woman, the Grantor, who now resides at 2908 Noah Drive, Acworth, Georgia 30101, to DAVID J. HOGAN, a single man,. Grantee, whose mailing address is 42 N.W. 110 Street, Miami, Florida 33168. Whenever used herein, the terms "Grantor" and "Grantee" shalt include the respective parties to this instrument and their heirs, legal representatives and assigns. WARRANTY DEED WITNESETH: GRANTOR, for and in consideration of Ten and. No/100 Dollars ($10.00) and other good and valuable consideration, the receipt and suffidenly of which are hereby acknowledged, has granted, bargained and sold and by these presents does hereby grant, bargain and sea to Grantee the following described land situate and being In Miami -Dade County, Florida (the "Property" ): Lot 4, in Block 219, of MIANVSHORES EXTENSION, according to the Plat thereof, as recorded In Plat Book 43, Page.40, of the Public Records of Miami -Dade County; Florida. TOGETHER WITH all the tenements, hereditaments and appurtenances thereunto belonging or In anywise appertaining. THIS CONVEYANCE is subject to: any and as taxes and assessments for the current calendar year and aU subsequent years; zoning ordinances, restrictions, prohibitions and other requirements imposed by governmental authority; conditions, restrictions, reservations, limitations and easements of record, if any; but this reference shall not operate to reimpose same. GRANTOR hereby fully warrants the title to the Property and will defend the same against the lawful claims of all persons whomsoever claiming by, through or under Grantor. IN WITNESS WHEREOF, the Grantor hereunto set her hand and seal as of the day and year first above written. ?d3 is Prig' <:me. STATE OF COUNTY OF The foregoing instrument was acknowledged before me this 15th day of April2010, by Juliet P. Wit alkla Juliet • , trona Wint She is personally known to me or produced C+ r >. ,, as Identification. .GVh Name; Notary Public State of My commission Expires On Commission No. NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NOM' i' a L3 (o ' c o3 MOO STATE OF FLORIDA: COUNTY OF MIAMI -DADE: STATE OF FLO THE UNDERSIGNED hereby gives notice that improvements will be mat$r property, and in accordance with Chapter 713, Florida Statutes, the folldi is provided in this Notice of Commencement. /% A Ci 6:• W! i NLSS HAVE r t, of C curt awl a 1. Legal description of t property and street/address: � l li. ��l.t� t? C t.� f.xo + �n • , S 3 4 Co .� YS 2. Description of improvement: V.1 pCt.LIS tr By 3. Owner(s) name and address: • •C� l) t ��} Ca (f 4 S SLW Interest in property: •)t\Q,U Name and address of fee simple titleholder 4. Contractor's name, address and_phone number. Florida 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 d•' uments 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 •f the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number 9. Expiration date of this Notice of Commencement (the expiration date Is 1 y 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. SIgnatu ° sj of • ner(s) or Owner(s)' Authorized Officer/Director/Partner/Manager Bye By Print &-• A Print Name Title/Office Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The jgging innrume was acknowledged before me this . d I day of By V 6 ❑ Ipdividually, or as for ersonally known, or ❑ produced the following type of identification: Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Signature(s) of Owner(s) or Owner(s)'s Authorized Officer/Director/Partner/Manager 123.01 -02 PAGE3 11/07 BY HUM 11111 i111i 11111111111ii111111111111111 CFN 2010R0316897 OR Bk 27281 Ps 1335; tips) RECORDED 05/12/20110 11=12 :29 HARVEY RUVIN► CLERK OF COURT MIAPlI -DADE COUNTY, FLORIDA LAST PAGE CIOUNTY OF EOM at Ile is it copy a the do f rAmai « 51' 3J ve reserved for use of recording office lei ' DS 33312 FHA - DIAGRAM SHEET MAX 1 3 2010 CUSTOMER NAME LEAD NUMBER 5 - 6 , TYPE OF PROPERTY ROOF HEIGHT dZ ` MEASURING TECH FLOOR NUMBER MEASURE DATE /2 q TOTAL FLOORS 1 matimilm ■.■ ■ ■ ■. ■... ■.■ ■.■.■■re MMME.■ IMMEMEMMEMMEMEMM a.e.o.■WMPEM ■aIM■iiMiii.. ■ aor..m®mam Al I Elk II mu m 1 ■■■Na■ ■ ■r I ri llta r ■remeftmectow airy � ■. _ .. ; * ■■ moommomomnmamm ■ao..■.mommu■■ ■mmmmmmw +mmu. ■ .art mm ■.. mommomommvormE 1M11 Wm milm , .■.■........ ■ _.. _. ;.MM.■ .ow !a111111.....U..■.■ MOMIEMEiMPIPVMM W ■■�■EMO .> KYAsMsM.....■■.■ ■ ■ ■ii■■ BEZ':::::■: ■ ■ .. ... imm...■....m.mm ■ �..ai i ■■ •F rsl MEM ■mil ■ ■� I* X6'8 14 >3 CO ■■ ! wl■11 ■ 1111 II .�. MEMai ` MEMMEM'1l ti.. ai�fiiiA M E .��.aMINfi.M�a�. ..WIWIPL M- -- II . iiixiil ■..,■ I aa■ UIiLI .I•A•I� &W�■•_I ■��.■■..a... ■ ■ nn t�n� .aa ■■.■Lr■■■ ■ ■ 1a.■■..r.AN� a 111111111 ,,z... mann' m �1 iiiiiiiiiii aa. �r �: ailn � a■ • I .■.■�..1■W.■ a�rla ■.wIMINI IWWI ■ —_a■■ ■■■■IMMUNE ■ _w�I r�1 MMU ''.. I�l .t..�. I '.l■.■INIWOM••1I ■ ■_ ■■■■el .a, ii�l U 1■■■ 111 Q� �.�.�Illi i . mi. i.�E i�ie .� ■■.■. .1(i11101W UP �i Irai •rni MN I 111111111111111111 . _■..■_ •■■■■■ ■a■ __■.us torza■ mon a�■. -i■r■. .. • • • • • • • • • • Mean Roof Height DESIGN PRESSURES (PSF) - Zone 4 10 15 20 Tributary Area (Sq Ft) 35 40 45 50 25 30 0 -15 ft -50.4 ■4�6.5 92 45.2 - 48.3 +44.4 - 47.6 +43.7 - 47.1 +43.1 - 46.8 +42.7 -46.2 +42.3 •45.9 +41.9 -45.5 +41.6 16 ft -6 +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 +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 +44,2 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 -49.4 +45.1 24 ft -55.6 +51.3 -54.3 +49.9 -53.3 +49.0 -52.8 +48.2 -52.0 +47.6 -51.5 +47.1 - 51.0 +46.7 50.6 +46.3 -50.3 +45.9 26 ft -56.6 +52.2 -55.2 +50.8 - 543.5 -54.2 +49.8 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 +48.2 -52.3 +47.8 -51.9 +47.4 30 ft -58.3 +53.8 -56.9 +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 5.9 +51.3 - 554.7 -55.2 +50.6 5 +50.1 -542 +49.6 - 53.8 +492 -53.4 +48.8 34 ft -59.9 +552 -58.4 +53.7 -57.4 +52.7 - 56.6 +51.9 -55.9 +51.3 -55.4 +50.7 -54.9 +50.2 - 54.5 +49.8 -54.1 +49.4 36 ft -60.6 +55.9 -59.1 +54.4 -58.1 +53.3 -57.3 +52.5 -56.6 +51.9 - 58.1 +51.3 -55.6 +50.8 -55.1 +50.4 -54.8 +50.0 38 B -81.3 +56.5 -59.8 +55.0 -58.7 +54.0 -57.9 +53.1 -57.3 +52.5 -56.7 +51.9 -56.2 +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 +537 -57.9 +53.0 -57.3 +52.5 -56.8 +52.0 ` -56.4 +51.5 -56.0 +51.1; 42 ft -62.6 +57.7 -61.1 +56.2 -60.0 +55.1 -592 +54.3 -58.5 +53.6 -57.9 +53.0 - 57.4 +52.5 -57.0 +52.1 -66.6 +51.7 44 ft -63.2 +58.3 -61.7 +56.7 -60.6 +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 46 ft -83.8 +58.8 -62.3 +57.3 -612 +56.2 -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 - 80.8 +55.8 -60.1 +55.1 -59.6 9.6 +54.5 -59.0 +54.0 - 58.6 +53.6 -58.2 -58 +53.1 50 ft -64.9 +59.9 53.4 +58.3 -62.2 +572 -81.4 +56.3 -60.7 +55.6 -80.1 +55.0 -59.5 +54.5 -59.1 +54.0 -58.7 +53.6 52 ft - 65.5 +60.4 -63.9 +58.8 -62.8 +57.8 -61.9 +58.8 - 612 +56.1 -60.6 +55.4 -60.0 +54.9 -59.6 +54.5 -592 +54.0 54 ft -68.0 +60.8 -64.4 +59.2 -63.3 +58.1 $2. • +972 -847: +56.5 • -4.0 +556 : -62.5 • +5E.4 • 54.1: • +5i.9 -5g.13 • +50.5 58 ft -88.5 +61.3 -64.9 +59.7 -63.7 +58.5 423 a +91W -621 a +8616 • 4.5 +56111• 7 -, .0 +55A : -o:.f +5E3 : -60.T • +56.S 80 ft -67.5 +622 -65.8 +60.6 -64.7 +59.4 - 83.8 +58.5 -63.0 +57.8 -62.4 +57.1 -61.9 +56.6 -61.4 +56.1 -61.0 +55.7 Mean Roof Heigh DESIGN PRESSURES (PSF) - Zone 5 _ /10 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 0 -15 ' -822 +48.5 59.8 - 58.0 +452 +44.4 - 56.7 +43.7 - 55.8 +43.1 -54.6 +42.7 -53.8 +42.3 -53.1 +41.9 -52.5 +41.6 18 ft w • +47.1 -60.6 -58.8 +45.9 +45.0 - 57.5 +44.3 - 56.3 +43.7 -55.4 +43.3 - 54.6 +42.9 -53.9 3.9 +42.5 -53 -53.2 +42.2 18 ft -64.6 +48.3 - 82.1 - 60.3 +47.0 +46.1 -58.9 +45.4 -57.8 +44.8 -56.8 +44.3 -55.9 +43.9 -55.2 54.5 +43.6 5 +432 20 ft 56.1 +49.4 - 63.5 -61.6 +48.1 +47.1 -602 +46.4 -59.0 +45.8 -58.1 +45.3 76.4 -57.2 +44.9 5 +44.5 -55.8 +442 22 ft -67.4 +50.4 - 84.8 -62.9 +49.0 +48.1 -61.4 +47.4 -60.2 +46.8 -592 +48.3 -58.4 +45.8 -57.6 +45A -56.9 +45.1 24 ft 58.7 +51.3 -66.0 - 84.1 +49.9 +49.0 -62.6 +48.2 -81.4 +47.6 -60.3 +47.1 -59.4 +48.7 -58.7 +46.3 -58.0 +45.9 26 ft -69.8 +52.2 -67.1 -65.1 +50.8 +49.8 -63.6 +49.1 52.4 +48.4 51.4 +47.9 -60.4 +47.5 -59.6 +47.1 -58.9 +46.7 28 ft -70.9 +53.0 -68.2 -66.2 +51.6 +50.6 - 64.6 +49.8 -63A +492 -62.3 +48.7 -61.4 +482 --60.6 +47.8 -59.9 +47.4 30 ft -72.0 +53.8 -692 -67.1 +52.3 +51.3 -65.6 +50.6 54.3 +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 -66.5 +51.3 - 652 +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 -88.9 +53.7 +52.7 -67.3 +51.9 - 66.0 +51.3 -64.9 +50,7 - 64.0 +50.2 -83.1 +49.8 -62.4 +49.4 38 ft -74.8 +55.9 -71.9 -69.8 +54.4 +53.3 -88.1 +52.5 -66.8 +51.9 -65.7 +51.3 -64.7 +50.8 -63.9 +50.4 - 63.1 +50.0 38 ft -75.7 +58.5 -72.7 -70.6 +55.0 +54.0 - 68.9 +53.1 -67.6 +52.5 -66.5 +51.9 - 65.5 +5t4 - 64.6 +51.0 53.8 +50.6 40 ft -76.5 +57.1 -73.5 -71.3 +55.8 +54.5 -69.7 +53.7 -68.3 +53.0 -672 +52.5 - 662 +52.0 -85.3 +51.5 54.5 +51.1 42 ft -77.3 +57.7 -742 -72.1 +582 +55.1 -70.4 +54.3 -69.0 +53.6 -67.9 +53.0 -66.9 +52.5 - 66.0 +52.1 -65.2 +51.7 44 ft -78.0 +58.3 -75.0 -72.8 +58.7 +55.7 - 71.1 +54.8 -69.7 +54.1 -88.5 +53.5 -67.5 +53.0 56.6 +52.6 -65.8 +522 46 ft -78.8 +58.8 -75.7 -73.5 +57.3 +562 -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 -802 +59.9 -77.0 -74.8 +58.3 +572 -73.0 +56.3 -71.6 +55.6 -70.4 +55.0 - 69.4 +54.5 -68.5 +54.0 -67.6 +53.6 52 ft -80.8 +60.4 -77.6 -75.4 +58.8 +57.6 -73.6 +56.8 -722 +58.1 -71.0 +55.4 59.9 +54.9 -69.0 +54.5 -882 +54.0 54 ft -81.5 +60.8 -78.3 -76.0 +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 58 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 eft ft -83.3 +622 -80.0 -77.7 +60.8 +59.4 -75.9 +58.5 -74.4 +57.8 -732 +57.1 -72.1 +58.8 -71.1 +56.1 -70.3 +55.7 03/02/2009 - 5:01 pm troyb 200r LORIDA BUILDING CODE & ASCE 7 -05 LOADS FOR COMPONENTS AND CLADDING E XTERIOR ZONE 5 PRESSURES NTERIOR ZONE 4 PRESSURE m v N n 1 m • ••• F: \03 Elements \10 Loading \11 Calculators\ASCE 7 -05\ FLB - ASCE 7 -02 Pressure Charts (0- 60).dwg • •• ••• • • gEMARKS • • ; DRN41 Ct-IK0 DATE M IME ISBt1E • • C1L *FIB • 01/19/06 9iEVISE FO Q7 FBC • • • TSB. W.B • p)/23/09 0 . • • • .•. • • THIS DOCUMENTIB THE PRORERIY OF FRANK la BENNARDO, AND SHALL 10181: REPRODUCLID IN WHOLE OR PART vo OF BENNARDO, P.E OET o m. - IGH TU DR OTHER -D MARKINGS TO THIS DOCUM ARE NOT PERTMT ED AND INVALIDATE OUR CeK1 u-ICA1TON. 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 VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID 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 IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I =1.0. THESE TABLE$` 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 (GCp1 =+/ -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 (lm). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. a a ELEVATION 1 WALL ZONE FIGURES ENGINEERING EXPRESS® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 P1-!: (954) 354 -0660 FAX: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH *9885 s MRH =O - 50 ` Z BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd Florida Bui ding Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge Stets & Facts Publications FBC Staff BCIS Site Map j links Search Product Approval USER: Public User Product Aooroval Menu > Product or Aoofcatbn Search > Application List > A n Detail FL # FL5823-R4 Application Application Type Revision Code Version 2007 Application Status y Approved ;' Comments Archived Product Manufacturer Address /Phone /Email Custom Window Systems, Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mlafevre @cws.cc Authorized Signature Michael LaFevre mlafevre @cws.cc Technical Representative Michael LaFevre ## Address /Phone /Email Quality Assurance Representative Ralph Emminger ## Address /Phone /Email Category Windows Subcategory Single Hung Certificate of Independence Referenced Standard and Year (of Standard) http:// www. floridabuilding. org/ pr /pr_app_dtl.aspx ?param=wGEVX... 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 MLaFevre @cws.cc 1900 SW 44th Avenue Custom Window Systems, Inc Ocala, FL 34474 (352) 368-6922 Ext 208 s Compliance Method aluatioport from a Florida Registered Architect or a Licensed Flor i91 Engineer •••• Evaluation Report - Hardcopy Receivod • • • •••• • • • • •• • • ••• • • • • • Florida Engineer or Architect Name who developed Roberto Lomas • • • • the Evaluation Report . • • 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 ReciVeb; • •• • • • • FL5823 R4 COI 510484A (Eval Rep SIi8100 isnoact) odf • • •• • •••• • • • • •••• Standard Year AAMA /101/I.S.2 -97 1997 AAMA /101/I.S.2/A440 -05 2005 ASTM E1886 -02 2002 ASTM E1996 -02 2002 1 of 3 7/15/2009 9:19 AM FL # Model, Number or Name Description 5823.1 8100 Vinyl Single Hung 8100 Vinyl Single Hung (Impact) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant Yes Design Pressure: +75/ -75 Other: Large Missile, 36x62 DP= +/- 75 psf. Installation Instructions FL5823 R4 II CWS -155A (SH -8100 Impact).pdf FL5823 R4 II DuPont PVB NOA 05 -1208 02.pdf FL5823 R4 II Mikron NOA 06 -1220 01.pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL5823 R4 AE 510484A (Eval Rep SH -8100 Imoact).pdf Created by Independent Third Party: Yes r 5823.2 SH -8100 Vinyl Single Hung SH -8100 Vinyl Single Hung (Impact) Limits 'f Use ppr ed for use in HVHZ: Yes A oved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +67.5/ -67.5 Other: Large Missile, 53x76, DP +/- 67.5 psf. installation Instructions FL5823 R4 II CWS -155A (SH -8100 Impact).pdf FL5823 R4 II DuPont PVB NOA 05 -1208 02.odf FL5823 R4 II Mikron NOA 06 -1220 01.pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL5823 R4 AE 510484A (Eval Rep SH -8100 Impact).pdf Created by Independent Third Party: Yes 5823.3 SH -8100 Vinyl Single Hung Heavy Duty 511-8100 Vinyl Impact Single Hung w/ Heavy Duty FMR Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +100 / -100 Other: Large Missile, 52" x 72 ", +/- 100 psf. Installation Instructions FL5823 R4 II CWS -369 (SH -8100 Impact 52x72 100 DP).odf •••• FL5823 R4 II DuPont SGP JVOA 07- 11161)4441i -2II 01.pdf• FL5823 R4 II Mikron NOA b ?2 ••• Verified By: Roberto Lomas 62514 • • • Created by Independent 'Mira pdi:•Yes • • • Evaluation Reports • FL5823 R4 AE 510965 (EvaIJea•SH- 8100.Impast 100 DP1.pdf • • Created by Independent Third arty: Yes • •• • • a • • • 5823.4 SH -8100 Vinyl Single Hung Oriel SH -8100 Vinyl Single Hung OM' O idow w. rID MI, 5 HI sash. • • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +67.5/ -67.5 Other: Large Missile, 52" x 96" w/ 5 HI sash, +/- 67.5 psf. • • • • Installation Instructions FL5823 R4 II CWS -295 (S1181(10 5 FL5823 R4 II DuPont PVB NON 031208 Mope* FL5823 R4 II DuPont SGP NOA 07-111644,p4 FL5823 R4 II Mikron NOA 06 -1220 01.pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL5823 R4 AE 510868 (Eval Rep SH -8100 Impact 52x96).pdf Created by Independent Third Party: Yes Florida Budding Code Online http : / /www.floridabuilding.org/pr /pr app_dtl.aspx ?param = wGEVX... 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 Summary of Products PA/TAS 201/202/203 1994 12/19/2008 01/05/2009 01/09/2009 02/03/2009 • • • • • • •••• •• • • • • ? al 7/15/2009 9:19 AM Florida Building Code Online • DCA Administration Deparbnent of Community Affairs Florida Bullding Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 O 2000 -2005 The State of Florida. All rights reserved. Con right and Dkrlalmcr Product Approval Accepts: http : / /www.floridabuilding.org/pr /pr app_dtl.aspx ?param wGEVX... 11� IC • • • • •••• • .. • •• • • ••• • • .. • • • • •••• • • . •••• • • • •• • • • .. • •• •• • •• • • .. • • . • • • • •• • •••• • • • • •••• 1 of 3 7/15/2009 9:19 AM L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Clemmons, NC 27012 Report No.: 510484A 336 -945 -9695 Manufacturer: Custom Window Systems 1900 S.W. 44 Avenue Ocala, FL 34474 Product Line: 8100 PVC Single Hung — 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 9B- 72.070 method 1(d). The product listed herein complies with the 2007 Florida Building Code. Product description: Single Hung window, impact resistant made bf white rigid PVC. Frame and active sash were of welded mitered comer construction. Supporting Technical Documentation: 1. Approval document drawing number CWS -155 Revision A, sheet 1 of 8, titled PVC Single Hung, prepared, signed and sealed by L Roberto Lomas P.E. 2. Test reports: a) Report No.: NCTL 210 - 3168 -2, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL. 8100 PVC SH, Frame Installation. TAS 201-94 Large Missile Impact Test TAS 202-94 Uniform Static Air Pressure, t75.0psf design pressure, 10.13 psi water infiltration TAS 203-94 Cyclic Pressure Loading t75.0psf design pressure b) Report No.: NCTL 210 - 3168 -2A, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL 8100 PVC SH, Frame Installation ASTM E 1886 -02 and ASTM E1996 -02 ASTM E 18861E 1996 Large Missile Impact Test, Level 0, Wind Zone 4 ASTM E 18861E 1998 Cyclic Load Test, ±75.0 psf design pressure c) Report No.: NCTL 210 - 3168 -3, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL 8100 PVC SH, Fin Installation TAS 201 -94 Large Missile Impact Test TAS 202 -94 Uniform Static Air Pressure, t67.5psf design pressure, 10.13psf water infiltration TAS 203-94 Cyclic Pressure Loading *67.5 psf design pressure d) Report No.: NCTL 210 - 3168 -3B, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL. 8100 PVC SH, Fin Installation ANSI /AAMA/NWWDA 101/t.S.2 -97 Design pressure: t67.5psf Water penetration resistance 10.13psf 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, *67.5 psf design pressure 3. Anchor calculations, report number 510151A, prepared, signed and sealed by L Roberto Lomas P.E. \1111II11 , , , , e — L ' . e . ' ''•: . 7 � • • • No Al S+ • �i 4• J '. 2r . ' :'� • TAT OF .,? r tv . a •.n' 1of2 • �"'°i:s a .. iONAL ‘ • • • • • •• • Luis R. Lomas, P.E. FL No.: 62514 07/16/2008 ••. • • • • • • •• • • • • • •• • • ••• • • • •• • • • • • •••• • • • • • • •••• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • •••• • • • • •••• Unit size Max. D.L.O. Design Pressure Rating Impact Rating Up to 37" x 63" 31 9116" x 27" ± 75.0 psf Large and Small Missile Impact Up to 53 1/8" x 76" 4711/16" x 33 11/16" ± 67.5 psf • Large and Small Missile Impact L. Roberto Lomas P.E. 1432 Woodford Rd. Clemmons, NC 27012 336 -945 -9695 Limitations and Conditions of use: Installation: • Units must be installed in accordance with approval document, CWS -155 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). 2 of 2 • Units must be glazed with %" !GU 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 Butac lte PVB interlayer per N.OA 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 N.O.A. 06- 1220.01. Engineering Evaluation Report Report No.: 510484A • • • • • .• • Luis R. Lomas. P.E. FL No.: 62514 07/16/2008 • • • - • • .•.• • • • • •. • • • .• • • • • • •• • • • • • •• • • • • .•.• • • • •• • • • • • • •• •• • •. • • • • • • • • • • • • • • •••• • • • • ••• • T 0.8251* A I UPDATED PER NEW FBC REQUIREMENTS j 07/07108 SW 44712 AVE. FLORIDA 34474 TES & EL ATIONS - IMPACT CWS -155 '10F8 76' cr v MAX. OVERALL WJ FLANGE HEIGHT 74 314' MAX UNIT HEIGI- T 37' MAX BASH 63 5/8° MAX OVERALL FLANGE HEIGHT 52 318' MAX UNIT HEIGHT — 83 1/8° — MAX OVERALL FLANGE WIDTH 51 7/8" MAX. UNIT WIDTH 4711/16" GLASS DLO l am" 481128' 4 4 .I4 L GLASS DLO 0 X 4 531/8' FLANGE WIDTH 51 7/5° MAX UNIT WIDTH 47 11116' GLASS DLO HEIGHT 24 MAX. SASH HEIGHT 46JLL GLASS DLO • • • UV SPOT ORIEL • • • • • • • • TABLE OI•CONTENTL) • • • • • GENERAL NO S B,IELcV OI}$ !1 • • • • • ANCHOR SCHEMAE 8 R 5.... V �2 • • • DP CHARTS & GLAZING DETAIL 3 SECTION VIEWS 4 EXTRUSIONS & S.O.M. 5 INSTALLATION DETAIL* R.•198 • • • • • • • • • • • • • • • • • • • EQUAL SPUT ••• • • • • • • • • • • • • • ••• • • • • • • • •• •• • • • • • • • SINGLE HUNG ELEVATION (IMPACT) (SHOWN W/ DIFFERENT OPTIONS) 33 1/2' 01488 DLO 21 318" GLASS DLO 33 1/7 GLASS DLO 33 11/16' GLASS DLO •• •• • • • • • • • • • • • •• • • ••• • • • • • • • • • • • •• •• 85 112' MAX. OVERALL FLANGE HEIGHT 68114• MAX UNIT HEIGHT 30 112' MAX. SASH HEIGHT 83 5/18' MAX. OVERALL FLANGE HEIGHT 821/18' MAX UNIT HEIGHT 2M SASH HEIGHT 53 1/8" MAX. OVERALL FLANGE WIDTH 51718" MAX. UNIT WIDTH 4711/16' GLASS DLO 451/18" GLASS DLO 5 121 SASH ORIEL 531/ ' MAX OVERALL FLANGE WIDTH 51 7/8' MAX UNIT WIDTH 4711/16' GLASS DLO 451/16" GLASS OW 4 HI SASH ORIEL GLASS DLO 27 3/16' GLASS DLO 83' MAX OVERALL FLANGE 33 1/2" HEIGHT 61 3/4" GLASS DLO 21 GLASS 01.0 • r .. ti .. r.+ FR/P13ETLRYAND COLFIG@M8IL ,a THE INFORMATION CONTAINED IN TM CRAYONS M THE SOLE PRO WINDOW SYSTEMS. I/ . ANY RWRODUCfON IN PART OR AS AYITi TJ WRITTEN PERMISSION OF CUSTOM WINCOW SYSTEMS, INC. IS PVC IMPACT REQUIREMENT: 1. THE PRODUCT SHOWN HEREIN 1S DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: "0IX". 4. DESIGN PRESSURE RATING: (SEE TABLES -SHEET 3) - NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.. - POSMVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E 1300. S. ANCHORAGE: THE 331/396 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 6-6 FOR ANCHOR DETAIL 6. SHUTTERS ARE NOT REQUIRED. 7. AU. FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAG. AND JAMB. 8. REFERENCE TEST REPORTS: NCTL 2103188 2 , NCTL 21031684A , NCTL- 2103188,3 , NCTL 210- 3188 -3S 9. SERIES /MODEL DESIGNATION SH .81 D0, 10. WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, BUCK AND FRAMING 18 RESPONSIBILITY OF ARCHITECT CR ENGINEER OF RECORD. 11. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 = FIXED SASH 12 SECTION CALLOUTS FROM EQUAL SPLIT ELEVATION APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 37' MAX OVERALL FLANGE WIDTH 353/4' MAX UNIT WIDTH 919/16' GLASS DLO MAX UNIT HEIGHT 50. MAX SASH HEIGHT 2816116" GLASS DLO EQUAL SPLIT •;,1• ZL GLASS DLO 273/18" GLASS DLO ate *o.op "4f�ig It g4a 12- MAX. o.C. (TYP.) MAX (TYP) INSTALLATION ANCHORS TYP. SEE NOTE 2 SEE NOTE 2 Ir M 4" MAX. O.C. _ MAX MAX (TYP.) MAX MAX O.C. • ri —Jr SEE NOTE �� (TYP) 16 MAX O.O. (TYP) ANCHOR LAY FLANGE) B THRU FRAM CIJ (MA8 OPENING) (SPECIFIC FOR 760.P.1 4" MAX (TYP) LP MAX O.C. (TTP) ANCHOR TH*JNlAUSSFI (( O � R WPE (SPECIFIC FOR M.P.) INSTALLATION ANCHORS TYP. MAX (TYP) ir - MAX O.C. INSTALLATION ANCHORS TYP. NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. 2. SHIM AS REO'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 114°. USE SHIMS WHERE SPACE GREATER THAN 1116" IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.3116' 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 W000 BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 21/2" SHALL BE ACHIEVED. 5. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 318" INTO 2 BY WOOD BUCK 6. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 11(' INTO 2 BY WOOD BUCK FOR FIN INSTALLATION 7. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. 8. ALL INSTALLAT10NAN€MTlRS•NsT BENIAO®OF•0 COSSOSION RESISTANT MATERIAL OR COATING. • • • • • • • • • 9. INSTAUATIO CHO O CL• HANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL NOT BE USED W TRA S w 1 IThSt EI SS 1 N THE MINIMUM STRENGTH SPECIFIED BELOW. �� s ' •• ••• •• • • • •• 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES; A WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 • 8. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. :. c C. MASON( - STjt j►(IT.aTH cglivoil,444GE TO ASp4 C- 90 N, TYPE 1 (OR GREATER). o • • • • • • • • • • • • • • • • • PRCPRBTARTAND COEFlCENTWL • • • • • • • •• • • N SVS�. INC. ON tN PART 0 ? 011 AS AA SOLE NMOIE THE • MTj p I (jT • • • • • • • • • • • • • • • M c WRITTEN PERMISSION OF CUSTOM WINDOW 8YSTEM8. WC.18 PR0 7IIBIT4a z NCHOR (FLANGE), LAYOUT - (FLAA FRAME 8 Cif I MASONRV NNE),, (SPECIFIC FOR 57,8 0.P3 r-�� - L. ROBERTO LOMAS o FL. /(.5 NO. 62514 4" MAX (TYP) MAX (TYP) 8' MAX O.C. INSTALLATION ANCHORS TYP. A l UPDATED PER NEW FSC REQUIREMENTS 1 07/07/08 900 SW 44THAVE. CALA, FLORIDA 34474 8" MAX O.C. 0 X ANCHOR LAYOUT(FFIINI THRU NNLINO FIN (WOOD ) (SPECIFIC FOR 87.5171.P.) SEE NOTE 8 WO. No.: CWS -155 2 OF 8 YlIDTN 11 23112 27112 29112 31 112 351/2 39112 41 112 431/2 47112 51 1/2 GLASS TYPE A. 8 A, 8 A, B A, B A, B A , A. B A,8 A, 8 A, B MOOILARBO:B (UN7 - WWDOINEWE) 27112 +76/ -75 +751.76 +751 -75 +751 -75 •75/ -75 +875 -87.5 +67.51 -87.5 +67.51 -67.6 +67.5 - 87.6 +67.5 - 87.5 29112 +751 -75 •761.75 +751 -75 +751 -75 • 75/-75 +67.51 -67.5 • 6751- 67.5 +878 - 57.5 + 8751 - 57.5 +67.5! -57.5 31 112 +751 -75 +751 -75 +751-75 +751 -75 •751 -75 •67 .5 / -87.5 +67 .51 -67.5 +87 .5 / -87.5 •875f•67.5 +6751- 87.5 38 112 +751 -75 •751 -75 + 751.75 +751 -75 . 757- 75 • 67.51- 67.5 +67.51 -87.5 + 87.51 -67.5 + 87.6/ -87.5 • 67.51 -87.5 •• ••• • • • • 511 • • • • • • • t ASS A • •• ••• •• • • • •• • ••• ••• ••• • • • • • • • • • • • • • • • • • • • 38112 •751 -75 +751 -75 +75/ -75 •751 -75 +751 -75 •87.51 -87.5 •87.5/ -67.5 +57.61 -67.5 +87.51 -67.5 +67.51.87.5 41 112 +751 -75 .75 /- 75 +75/ -75 +75/ -75 +751 -75 +67.51 - 87.5 +87,51 -87.5 +67.51 -675 +67.51 -67.5 •6751 -67.5 314 OVERALL 118' ANNEALED GLASS 5118' AIR SPACE 5118• LAMINATED 1B ANNEALED GLASS 313r DUPONTP18INTERLAYER 116' ANNEALED GLASS 43112 +751 -75 •751 -75 +75/•75 +751.75 +751 - 75 +87.5 ! -67.5 +87 .5 1. 875 +8751- 67.5 +57 .5 1. 675 +87.51 -57.5 47 112 +751 -75 +751 -75 •751 -75 +75 - 75 +751 -75 + 87.5 87.5 +67.51 -87.5 +87.5 - 87.6 +87.51 -87.5 +67,51- 87.5 51112 + 751 -75 +75/ -75 + 751.76 +751 -75 • 75/-75 +87.5/ -87.5 +87.57 -87.5 •67.51 -67.5 + 67.51 -87.5 + 67.51 -67.5 PROPRIETARY MP COMILOEM8L THE INFORM10I0NCONTANED N THIS DRAWING R3 711E SOLE WINDOWSYSTEME. INC. ANY REPRODUCTION N PART ORASI WRITTEN PER/SSE/ON OF CUSTOM WINDOW SYSTEMS. INC. IS 53112 +75/ -75 +751 -75 +751 -75 +75/ -75 +75/ -75 +8751-87.5 +87.51 -87.5 +6781 -67.5 +87 .5 1 -87.5 +67.51 -67.5 55112 +76/ -75 +751 -75 •751 -75 +75/ -75 •767 -75 +87.51 -87.5 +67.51 -87.5 +87.51.87.5 +57.51-57.5 +87.5! -87.5 314° OVERALL 1/8° TEMPERED GLASS 5118" AIR SPACE 5118' LAMINATED 1/8" ANNEALED GLASS 3/3r DUPONT P18 INTSRIAVER 112' ANNEALED GLASS ,,%%'••• `%' •• . 591/2 +75 - 75 •751 -75 •75 +75 - 75 +751 - 75 +67.51 -87.5 * 87.5/ -67.5 +87.5/ -67.5 +67.5/ -87.5 +87.5/ -87.5 63 112 +87.5/ -87.5 +67.5/ -87.5 •87.5/ -67.5 + 67.51 - 875 +87.51 -875 + 87.51.875 +87.51 -875 +87.51 -87.5 +87.5/ -67.5 +87.51.87.5 681/2 +875/ -67.5 +67.51 -67.5 +87.61 -87.5 +67.5 - 87.5 •87.5/ -87.5 +67.51 -87.5 +67.5 +87.51 -67.5 +87.51 -87.5 +67.51 -67.5 67112 +87.51 -87.5 +87.51 -87.5 +87.51 -87.5 +87.51 -67.5 •67.51 -87.5 +67.51 -87.5 +67.61- 67.5 •67.51 -87.5 •87.51 -87.5 +67.51 - 67.5 NOTE: 1.17 SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER B 900 SW 44TH AVE. FLORIDA 34474 71112 +87.51 -67.5 +87.5/ -87.5 +87.5/ -67.5 + 67.5/.87.5 +87.51 -67,5 +87.5/ -87.5 +87.61 - 87.6 +87.5 1- 87.5 •675 -67.5 +87 .5 1- 67.5 743/4 +67.51 -67.5 +07.51 -67.5 +67.51 -57.5 +87.61 -875 +87.5 87.5 +67.51- 875 +87.51- 875 +87.5 /- 67.5 • 87.51 - 87.5 +87.5!- 87.5 PVC SINGLE HU 8100 FL. r= NO. 132514 A I UPDATED PER NEW FIX REQUIREMENTS 1 07/07/08 • • • • • • • • • • • • • •• • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • •• • • • 9,• , •;: i, • ttp ` � / 6 i "( ` 7 - .I • COMMODITY SIZES (TP 10 1191 1UG HT IS9 I c .1 C C L� S B ® 76 19115 A.B +75/ -75 •75/ -75 •751 -75 +75/ -75 +751 -75 +67.51 -67.5 +67.5/ -67.5 26112 A.8 +75/ -75 +75/ -75 +751 -75 +751 -75 +751 -75 +67.51 -67.5 +87.51 -67.5 37 A. B +75 -75 +751 -75 +75.45 +751 -78 +751 -75 +87.51- 87.5 +67.5/ -67.5 53 U8ilO + 67.51 -67.5 In= •67.51 -87.5 YlIDTN 11 23112 27112 29112 31 112 351/2 39112 41 112 431/2 47112 51 1/2 GLASS TYPE A. 8 A, 8 A, B A, B A, B A , A. B A,8 A, 8 A, B MOOILARBO:B (UN7 - WWDOINEWE) 27112 +76/ -75 +751.76 +751 -75 +751 -75 •75/ -75 +875 -87.5 +67.51 -87.5 +67.51 -67.6 +67.5 - 87.6 +67.5 - 87.5 29112 +751 -75 •761.75 +751 -75 +751 -75 • 75/-75 +67.51 -67.5 • 6751- 67.5 +878 - 57.5 + 8751 - 57.5 +67.5! -57.5 31 112 +751 -75 +751 -75 +751-75 +751 -75 •751 -75 •67 .5 / -87.5 +67 .51 -67.5 +87 .5 / -87.5 •875f•67.5 +6751- 87.5 38 112 +751 -75 •751 -75 + 751.75 +751 -75 . 757- 75 • 67.51- 67.5 +67.51 -87.5 + 87.51 -67.5 + 87.6/ -87.5 • 67.51 -87.5 •• ••• • • • • 511 • • • • • • • t ASS A • •• ••• •• • • • •• • ••• ••• ••• • • • • • • • • • • • • • • • • • • • 38112 •751 -75 +751 -75 +75/ -75 •751 -75 +751 -75 •87.51 -87.5 •87.5/ -67.5 +57.61 -67.5 +87.51 -67.5 +67.51.87.5 41 112 +751 -75 .75 /- 75 +75/ -75 +75/ -75 +751 -75 +67.51 - 87.5 +87,51 -87.5 +67.51 -675 +67.51 -67.5 •6751 -67.5 314 OVERALL 118' ANNEALED GLASS 5118' AIR SPACE 5118• LAMINATED 1B ANNEALED GLASS 313r DUPONTP18INTERLAYER 116' ANNEALED GLASS 43112 +751 -75 •751 -75 +75/•75 +751.75 +751 - 75 +87.5 ! -67.5 +87 .5 1. 875 +8751- 67.5 +57 .5 1. 675 +87.51 -57.5 47 112 +751 -75 +751 -75 •751 -75 +75 - 75 +751 -75 + 87.5 87.5 +67.51 -87.5 +87.5 - 87.6 +87.51 -87.5 +67,51- 87.5 51112 + 751 -75 +75/ -75 + 751.76 +751 -75 • 75/-75 +87.5/ -87.5 +87.57 -87.5 •67.51 -67.5 + 67.51 -87.5 + 67.51 -67.5 PROPRIETARY MP COMILOEM8L THE INFORM10I0NCONTANED N THIS DRAWING R3 711E SOLE WINDOWSYSTEME. INC. ANY REPRODUCTION N PART ORASI WRITTEN PER/SSE/ON OF CUSTOM WINDOW SYSTEMS. INC. IS 53112 +75/ -75 +751 -75 +751 -75 +75/ -75 +75/ -75 +8751-87.5 +87.51 -87.5 +6781 -67.5 +87 .5 1 -87.5 +67.51 -67.5 55112 +76/ -75 +751 -75 •751 -75 +75/ -75 •767 -75 +87.51 -87.5 +67.51 -87.5 +87.51.87.5 +57.51-57.5 +87.5! -87.5 314° OVERALL 1/8° TEMPERED GLASS 5118" AIR SPACE 5118' LAMINATED 1/8" ANNEALED GLASS 3/3r DUPONT P18 INTSRIAVER 112' ANNEALED GLASS ,,%%'••• `%' •• . 591/2 +75 - 75 •751 -75 •75 +75 - 75 +751 - 75 +67.51 -87.5 * 87.5/ -67.5 +87.5/ -67.5 +67.5/ -87.5 +87.5/ -87.5 63 112 +87.5/ -87.5 +67.5/ -87.5 •87.5/ -67.5 + 67.51 - 875 +87.51 -875 + 87.51.875 +87.51 -875 +87.51 -87.5 +87.5/ -67.5 +87.51.87.5 681/2 +875/ -67.5 +67.51 -67.5 +87.61 -87.5 +67.5 - 87.5 •87.5/ -87.5 +67.51 -87.5 +67.5 +87.51 -67.5 +87.51 -87.5 +67.51 -67.5 67112 +87.51 -87.5 +87.51 -87.5 +87.51 -87.5 +87.51 -67.5 •67.51 -87.5 +67.51 -87.5 +67.61- 67.5 •67.51 -87.5 •87.51 -87.5 +67.51 - 67.5 NOTE: 1.17 SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER B 900 SW 44TH AVE. FLORIDA 34474 71112 +87.51 -67.5 +87.5/ -87.5 +87.5/ -67.5 + 67.5/.87.5 +87.51 -67,5 +87.5/ -87.5 +87.61 - 87.6 +87.5 1- 87.5 •675 -67.5 +87 .5 1- 67.5 743/4 +67.51 -67.5 +07.51 -67.5 +67.51 -57.5 +87.61 -875 +87.5 87.5 +67.51- 875 +87.51- 875 +87.5 /- 67.5 • 87.51 - 87.5 +87.5!- 87.5 PVC SINGLE HU 8100 FL. r= NO. 132514 A I UPDATED PER NEW FIX REQUIREMENTS 1 07/07/08 • • • • • • • • • • • • • •• • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • •• • • • 9,• , •;: i, • ttp ` � / 6 i "( ` 7 - .I • • • PIPICALaiiiTIGA& &ECTION, • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ALTERNATE FIN FRAM TYPICAL HORIZONTAL SECTIO( NOTE LEFT SIDE SHOWS FIXED CLIT AVVAY, RIGHT SIDE SNOWS SASH CUT AWAY IMPACT HOOKS APPLIES WHEN UNIT WINDOW SIZE EXCEEDS 37 WIDE AND(OR 63" 141014. PROPRETARYANO CONFIDENTIAL THE INFORMATION CONTAINED IN MS DRAWING IS THE SOLE PROPERTfa iMNOOWSYSTEMS.INO. ANY REPRODUCTION IN PART OR AS A WHOLE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, WM 48 PROHNTECE: DETAIL A Ett ..,,, ...'_,*_.. OTE: ITEMS USED BUT NOT SHOWN FOR CLARITe4F.: r E-20,23,25,26,31,37.44,48,47,4952,55,63,64,67.6t. .•.. ...."..:" • • • i •'''' ; e... • . - PVC SINGLE HUNG - Ro FL- 62514 IMPACT HOOK SPACING: 1) SILL HOOKS: A) 6' FROM UNIT EDGE TO EDGE OF HOOK. ED A THIRD HOOK IS CENTERED IF UNIT WIDTH IS GREATER THAN 37'. 2) SASH CATCH: A) 2-112' FROM SASH CORNER TO EDGE OF CATCH. 6) A THIRD CATCH IS CENTERED IN SASH W UNIT WIDTH IS GREATER THAN 37'. SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 114'. A 1 UPDATED PER NEW FBC REQUIREMENTS •MO SW 44TH AVE. 459ALA, FLORIDA 34474 hitt SECTION VIEWS & ALT. FRAME - IMPACT ADE ACALE NTS EV. LETTER: A 07107108 7i7Q00a 140 WS-155 '4 OF Dem a Part 1 Description 2 3 9 10 12 13 14 15 16 17 to 19 20 11 22 23 24 2.4 26 27 26 30 31 32 37 39 30 40 42 J2 44 45 46 47 48 49 51 52 33 54 t4 62 63 at as 66 67 66 69 '+a 71 72 148031 H6031 H8831 148031 146001 6.1495 148027 141497 146078 6.1408 Ii8004 801488 64018 6-6018 6.6018 618 6-6013 $6614 643028 51576 51588 6.1504 83056 83448 R3783 83784 R3215 R3883 R3428 P3785 P3768 R4061W P4748W 83589 83559 6.3342 83752 88438 814438 A3352 A3713 A3881 P.3813 A3281 • • •• Watt Fr., 811 wing., PVC, Head Mkt Fr., 811 w /Flp., PVC, 81 11wrFr.,811w1FI ., PVC,L.b. Main Fr.. 8H w /Mg., WC R .b. Meet. Rd. Fed. Rehr. Fxd. 1AR ikon Wet. Rd, WC Aeht, sash Meet. Rat Sash Sodom RAIL PVC Reed. SaR.rS.B.R flesh SNSRopt6o1. Ref A1id. S.LRJS.S.1 G. Bas., 314 ",Fxd.. line. O. 86., 314•,Fxd., Vert, Gk. 80., 3/4`,Sash, Huts. Gli. 0d, 3/4`,Sesh, Vert Sem. AOese., • lkb, PVC Hoe*. Sera Adept., R/C, Vint Gash 8169 / Piet, WC, Vert Fr, COD!). PVC. hp., SH(s•, 148(,b) sash Catch. PVC. hpact AnGWr DYp Balancer Sash Cat, PVC Tak) C4CIP Lace, 1tpa*I, PVC Keeper. 6rpae4 PVC Weep Cesar re/ Flap Reid. Hate, FAR. Wstp.. 0.270 x .107 back F1r5eaL Grey 08x2.000 ft FHSMS 98 x 0.625 Rh 141 6MS 08 x 1250 Ph FH 1br. Vat. •s x 0.826 Qimd FMCS, Wt. 118K 39f!11 FHTB(2 60 . 318'PhP1113(2 Seem Sealer, 8043504 Cap Rug. 1/2 lade Hot Met TruSeal. l" 1101 Mel. TnuSeaI Set Elk, 85 Di.. 1/8'x 5/8"x 2' Lg. SH.6100 Cent Label 141700 Tab, trpaU Tenpotan ]bt (NFPCIOP) CW81b1 (bun) Glass,Rbed Gass, Sash Spacer (see eta 3) A3218 i F a' i 4 • • • 832191, Semen ?qp•. :ed. 833211 Screen Frets CORO Kep • • • • 83581 'Veen 1 x1 ••• • R�1 5 +� .14 i i • • • • 83029 Screen Pul Tab P4033 Screen Sprhg, 6S H8028 Pah Fr.. 514. w Tin., WC, 8-11 dla6 .Seed ••• ••• • • • • P#11b1 Sbt#w Suspender PVC • • • • • • • • • • • •• 2.708 PVC FRAME FIN -6026 PVC FRAME FLANGE -6031 FR. HOOK MPACT (SH SILL) ALUMINUM 6063 -T6 • NOTES. ITEMS 33- 36.41, 50, 56-61 ARE NOT USED QN THIS PRODUCT. 3/18"^ --t 118'�F• 1 112' 1.100 -1 PVC SASH BTM. RAIL -6028 INC SASH MTG. RAIL -6027 PVC SASH SIDE RAIL -6004 1.030 REINF. FIXED MTG, RAIL -1499 2 9118' PLAN VIEW OF ANCHOR CLIP 1 .217 r REINF. S.B.R./S.S.R. -1498 ALUM 6063 T-6 Fes-- — ire 1/18' ANCHOR CLIP, 1504 ALUMINUM 6063 -T6 3/4• 0 1/4" Ed 8" 4 PVC FIXED MTG. RAIL -6001 } REINF. SASH MTG. RAIL -1497 ALUM 6063 T-6 1 118• PVC SCREEN SUPPORT - 6014 0 ( • n w w • A. 1 118" 1.387 1,847 .832 L PVC SASH STOP -6029 PVC GLAZING BEAD -6016 112' PVC SCREEN CATCH - 6013 FRAMECORNER CONSTRUCTION CORNER WELD (ALL SIDES) FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 5/8 /4 " SASH CATCH IMPACT ALUMINUM 6063 -T6 A I UPDATED PER NEW FBC REQUIREMENTS 107/07/08 SW 44TH AVE. FLORIDA 34474 �'�'° �XTRUSIONS / B.O.M: IMPACT s , ' " RV•'. SINGLE HUNG� BY: 2ATr:: 7/7/2008 • ;: • . } � { hoili ` � • ,. 'IOQ 11CALE: 7VPG. NOS CW 155 FL P.6.400.62614 iEV. IELTTSR: A 3HEE1 '50F8 c • • • •• • • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• • ••• • • • ••• • • pRoPPETARYAND COkFIDENrr4L .. —•. THE ONFORM W RA ATONOONtisima Ms swamis is THE sots PROPERLY. 4 WIFDOw t1YeTEte. WC. ANY REPRCOUCRON IN PART OR AS A WHOM DV - E WRITT PERISIsslON OF CUBTO41 WINDOW INGO PROHBDED. -- 4 EN v 1A i diVei•. .• At CAULK BETWEEN BUCK AND OPENING BY OTHERS CONCRETE/MASONRY BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY INSTALLER WINDOW FRAME HEAD WINDOW FRAME SILL PERIMETER CAULX BY INSTALLER EXTERIOR FINISH BY OTHERS 2.1/Z (FAN. EDGE DIST.) P w ro p • •p •p •oo 0.6 P•9 •e • . •w • D 4 . 4 .;, 4• • • 0 • • •,, 0 t"• •' A • ► A. A. • • •.• ' f A• CONCRETFJMASONRY BY OTHERS • ••• ••• ••• • • • • • • • • • •{A"VERI, ZSECT3ON 74 • •4! BLI'NR'A • • • •• • • •• • •. i, D p INSTALLATION ANCHOR, 3118' DIA. MASONRY ANCHOR. • • • • • • • • • 1 BY WOOD BUCK BY OTHERS ANCHOR CUP ANCHOR CUP (MIN. EMBEDMENT) 4 II Err Eta 2 1!2* (MIN. EDGE DIST.) M EMBEDMENT) — � - 114• MAX SHIM (BEE NOTE 2 8 3 ON BHT. 2) CAULK BETWEEN BUCK AND OPENING BY OTHERS INSTALLATION ANCHOR, 3/18' CIA MASONRY ANCHOR 1/4" MAX SHIM (SEE NOTE 2 & 3 ON BHT. 2) 1 SY WOOD BUCK BY OTHERS 1 1!4• (MIN. EMBEDMENT) LUX (MIN. EDGE DIST4 Lf AA di, s Il • • • 6 a 8 • 4 ° a ° ba a • • • at 401 °e s° ° • 4f • • • • n• 00 1 PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS WINDOW FRAME SILL CONCRETE/MASONRY BY OTHERS 114• MAX. SIAM (SEE NOTE 2 S 3 ON SHT. 2) ANCHOR CUP 1 OTHERS BUCK INSTALLATION ANCHOR, 3/18• DL. MASONRY ANCHOR. PERIMETER CAULK BY INSTALLER HORIZONTAL SECTION 8 CUP (MASONRY) WTNDOW FRAME JAMS ® ALTERNATE PRECAST SILL DETAIL CUP (MASONRY) • • Q. a 114° MAX SIAM (SEE NOTE 283 ON SHT. 2) ANCHOR CUP PROPRETARYAND CDWIQEN1W. " . • G THE INFORMATION CONTAINED IN THE DRAWING IS THE SOLE PROPERTY DP- JSI'RM' 1MNDOW SYSTEMS. DC. ANY REPRDDUCTIDNIN PART OR AS A MMOLENIQaDUSTUE FL. P.M, .82514 . - VWITW G PERWSSIOi OF CUSTOM WINDOW SYSTEF6. INC. 49 PROHNIMAt. -. PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS ANCHOR CUP INSTALLATION ANCHOR, 3/18• DIA. MASONRY ANCHOR. 114° MAX. SHIM (SEE NOTE 2 &3 ON SHT. 2) (MIN. EMBEDMENT) • 2V2' (MIN. EDGE DIST.) • Ilt 00. • s SW 44TH AVE. FLORIDA 34474 13!13' MN. EMBEDMENT) 6 ° • • INSTALLATION ANCHOR, • • ,. 4 1310 WOOD SCREW • 86 O • • CAULK BETWEEN BUCK ° AND OPENING BY OTHERS • • A, 2 BY BUCK BY OTHERS • • ' • • • • • CONCRETE1MASONRY • ° LA BY OTHERS • • 4► • 4 • •. • ® HORIZONTAL SECTION CUP (WOOD) _ A l UPDATED PER NEW FBC REQUIREMENTS LATION DETAIL WICLIPS - IMPACT 07107/08 71712008 NO. CWS -155 6 0F8 ••• • • • • • • • • • • • • • •• •• 1 •• • • • • • • • •• • • • • • ••• • • • • • • • • • • • • • •• •• • ' -p �r �' p9 -.•a. ° � . . :47 IUU i iiii' II It • • l' ' (MIN EDGE DST.) CONCRETE/MASONRY BY OTHERS • • P• • . CAULK BETWEEN • • • • • • BUCK AND OPENING BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY INSTALLER WINDOW FRAME HEAD CAULK UNDER SCREW HEAD BY INSTALLER PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS WINDOW FRAME SILL CONCRETE/MASONRY BY OTHERS • • • • • • • • • •�! • • • • • •• wow RI SIM • • •• • P• ••• ID • P• • •• ••• V �ERT,I}C4,,.•S,,E,c, }1ON fR# (MASO•IRY1 • • • •• DRYWALL BY OTHERS ••• i 1 BY WOOD BUCK BY OTHERS 114 MAX SHIM (SEE NOTE 2& 3 ON BHT. 2) CAULK UNDER SCREW HEAD 8Y INSTALLERS INSTALLATION ANCHOR. 3118• DIA. MASONRY SCREW NEOPRENE BACKED WASHER THRU SCREW SUPPORT f-- ... i lk Ail Evr- PIM I .. . �� / / / //I • w r • r•r, UP •- • • P • yy 111£ DRYWALL (MIN. EMBEDMENT) BY OTHERS CONCRETE/MASONRY •+ BY OTHERS INSTALLATION ANCHOR. 3118 DIA. MASONRY SCREW WNEOPRENE BACKED WASHER THRU SCREW SUPPORT (MIN EMBEDMENT) I Lp 210 (MIN. EDGE DIST.) INSTALLATION ANCHOR, 3/18° DIA. MASONRY SCREW IN/NEOPRENE BACKED WASHER THRU SCREW SUPPORT HIGH STRENGTH STRUCTURAL GROUT BY OTHERS EMBEDMENT) t 114• MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) SILL STOOL BY OTHERS USE BOLD WOOD SUPPORT TO MAKE SILL LEVEL BY OTHERS • .„..,.::::, T in _, -N.._ liar- CAULK BETWEEN BUCK AND OPENING BY OTHERS •4• EXT. FINISH BY OTHERS • HORIZONTAL SECTION • FRAME (MASONRY) CAULK UNDER SCREW HEAD BY INSTALLER WINDOW FRAME SILL PERIMETER CAULK BY INSTALLER 1 BY WOOD BUCK BY OTHERS EXTERIOR FINISH BY OTHERS 114" MAX SHIM (SEE NOTE 2 & 3 ON BHT. 2) CAULK UNDER SCREW HEAD BY INSTALLER PERIMETER CAULK BY INSTALLER tr(R • ?7L CONC R ET E/MASONRY ALTERNATE PRECAST SILL DETAIL BY OTHERS ® FRAME (MASONRY) WINDOW FRAME JAMS 1(1 1w• MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) PERIMETER CAULK BY INSTALLER INSTALLATION ANCHOR, 3/18" DIA. MASONRY SCREW •/NEOPRENE BACKED WASHER THRU SCREW SUPPORT � 114" MAX SHIM (SEE NOTE 2& 3ON BHT. 2) 1 114• (MIN EMBEDMENT) •,.. ^�' n6Q de. —7000 . 2 > o s� �... ' 0 O • • M N Ka . EDGE DIST.) u • • . s $ F : • t • • PROPRETARYAND cowman . ^ • a t e a, " '...:,, • • • 71•E fNFORMATIONCONTAWW IN THIS DRAWING IS TR1E SOLE PROPEL '• O,` • • • • IAINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART GRAB A WHOLE lip: a • • • • YWRITIFH PERMISSION IS CUSTOM WINCOW SYSTEM, INC. IS PRO . 0 . 0 `.. EXTERIOR FINISH BY OTHERS aim (MIN EDGE DIST.) SW 44TH AVE. FLORIDA 34474 INSTALLATION PET • P ••► • ► BY OTHERS P • . (MIN. EMBEDMENT) DRYWALL 't t BY OTHERS • HORIZONTAL SECTION FRAME (WOOD) 2 BY WOOD BUCK • INSTALLATION ANCHOR. •10 DIA. ••• WOODANCHORWINEOPRENE 8 • WASHER THRUSCREW ▪ w ► SUPPORT CAULK BETWEEN BUCK AND OPENING BY OTHERS ,. -• A I UPDATED PER NEW FBC REQUIREMENTS 1 07107/08 THRU FRAME - T 7/7/2008 CW$ -165 ' 7 OF 8 ••• • • • • • • • • • • Y • • •• •• ••• • • • • • • ••• • • • If • ••• • • • • • w • • • • • • • •• •• ••• • • • �'• a - r•. ' ...•e - C� +.. ac •o-• .�S�rr IJ_ • f �Fs n 1 l'` SHEATHING BY OTHERS EXTERIOR FINISH -- BY OTHERS CAULK BEHIND FIN BY INSTALLER WINDOW WRAP SY INSTALLER PERIMETER CAULK BY INSTALLER WINDOW FRAME HEAD • • • • • • • • • _ • WINDOW FRAME SILL CAULK BEHIND FIN BY INSTALLER PERIMETER CAULK BY INSTALLER WINDOW WRAP BY INSTIMILE• • • • • • • • • • • E(TERI FINI • • • • • BYO=Fi3 ••• •• 1 „r (PAN EMBEDMENT) SHEATHING - BY OTHERS • • • • • • 'ERTICAL SECTION@ • • FIN ) • • • • • • • • • • • • • •• • • •• • • •• • • • • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION ANCHOR. WOOD SCREW ]1 (MIN EMBEDMENT) 2 BY WOOD BUCK BY OTHERS INSTALLATION ANCHOR, 4'8 WOOD SCREW 1 174' MAX SHIM (SEE NOTE 2 & 3 ON EHT, 2) 114' MAX SHIM (SEE NOTE 2 & 3 ON BHT. 2) 2 BY WOOD BUCK BY OTHERS SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS 2 BY WOOD BUCK BY OTHERS PROPRIETMRT AND CONIOENTAL 0...” - F T£ INFORMATION CONTAINED things DRAWING IS THE ROLE PROPERT7 WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR A3 AWHOLLE�W��}� ZV WRITTEN PERMISSION OF CUSTOM Moon SYSTEMS. IMO. IS PROHIBRIED. ,"�. T INSTALLATION ANCHOR, E WOOD SCREW 1 U (MIN EMBEDMENT) CAULK BEHIND FIN BY INSTALLER C HORIZONTAL SECTION ■J FIN (WOOD) 114• MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) WINDOW WRAP BY INSTALLER PERIMETER CAUU( BY INSTALLER WINDOW FRAME JAMB iIO0 SW 44TH AVE. OCALA. FLORIDA 34474 INSTALLATION DETAIL WOO CONST. - IMQt1CT ]RAWN Y: DATE. 7!/2008 -me. No.: CWS -155 • -`' PVC SINGLE HUNG • tti•P1o ;k9 .5. 8700 FL P.E.J .,2&14 - .I. a • 1 f Z b • T • • " e • Ei3 Mdv ULi,., A • m r '+I. 0 4 ? nt . ..... QRa,s •- 10003. ADE SCALE. NT$ 4EV.LETTER: A SHEET: B OF 8 Honda Building Code Online Community Affairs BCIS Home Log In User Registration Product Approval USER: Public User Product A tproval Menu > 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 Certificate of Independence Hot Topics Submit Surcharge , Stets & Facts j Publications 1 FBC Staff nS Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Referenced Standard and Year (of Standard) rcll > Aoollcation List > Application Detail / -R2 Revision 2007 Approved 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@ wa cc Windows Mullions •••• • • • ••• Roberto Lomas • • • • • •• • PE -62514 Keystone Certifications, Inc. 12/31/2010 Steven M. Urich, PE Validation Checklist - Hardcopy Received •• •• BCIS Site Map ` Links Search Euateatton Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received FL9520 R2 COI 510190B (Impact 3 in RIuI :EvalLo • • Standard AAMA 450 -06 ASTM E1300 -02 ASTM E1886 -02 • • • • • • •• • • Page 1 of 3 • ••• • • • ••• • ••• • • • • • • • • •• • • • • • •• • Fear %cm? 2002 2002 • • http: / /www.floridabuilding.org/pr /pr_ app_ dtl. aspx? paraln =wGEVXQwtDgvIIHvmuJRWcZI... 6/9/2009 •• • • • • • • • • • • • Summary of Products FL # Model, Number or Name Description 1 9520.1 3" Alum. Tube Mullion 3" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange applications. (IMPACT) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +67.5/ -67.5 Other: Large Missile Impact, Max. 53 1/8" Horiz. span, Max. 63" Vertical Span. Installation Instructions FL9520 R2 II CWS 150A (Impact 3 in Mull).pdf FL9520 R2 II DuPont PVB NOA 05 -1208 02.pdf FL9520 R2 II Mikron NOA 06 -1220 01.pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL9520 R2 AE 510190B (Imoact 3 in Mull Eval).pdf Created by Independent Third Party: Yes 9520.2 ) ;i 4" Alum. Tube Mullion 4" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange applications. (IMPACT) Limits 'f Use App ved for use in HVHZ: Yes pproved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +67.5/ -67.5 Other: Large Missile Impact, Max. 74 1/8" Horiz. span, Max. 76" Vertical Span. Installation Instructions FL9520 R2 II CWS -146A (Impact 4 in Mull).pdf FL9520 R2 II DuPont PVB NOA 05 -1208 02.pdf FL9520. R2 II Mikron NOA 06 -1220 01.odf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL9520 R2 AE 510194E (Impact 4 in Mull Evall.pdf Created by Independent Third Party: Yes 9520.3 5 1/2" Alum. Tube Mullion 5 1/2" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange applications. (IMPACT) Limits of Use Approved for use to HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +67.5/ -67.5 Other: Large Missile Impact, Max. 111 1/4" Horiz. span. I Installation Instructions FL9520 R2 II CWS -192A (Impact 5 in Mull).pdf FL9520 R2 II DuPont PVB NOA 05 -1208 02.pdf FL9520 R2 II DuPont SGP NOA 07- 1116- 04.pdf FL9520 R2 II Mikron NOA 06 -1220 01.pdf Verified By: Roberto Lomas 62514 •••• Created by Independent Tiaird Pity: Yes • • Evaluation Reports • • • • • 8 1. •E • •7B 111 - . n x v. ref Created by Independent TiIt &Parity: Yes • • • rioriaa bullaing Loae vnllne rage 2 of 3 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 E1996 -02 2002 PA TAS 201/202/203 1994 04/30/2009 05/04/2009 05/08/2009 06/09/2009 I Back I Next DCA Administration •••• • • •••• • • •• •• • • Department of Community Affairs • • Florida Building Code Online Codes and Standards • • 2555 Shumard Oak Boulevard • • • • • • Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 O 2000 -2005 The State of Florida. All rights reserved. Coov ght and Disclaimer Product Approval Accepts: CI 01 IeCbeUl MI • • • • • •• • • • • • •• • • • •••• • • •••• • • http : / /www.floridabuilding.org /pr /pr app_ dtl. aspx? param= wGEVXQwtDgvIHvmuJRWcZ1... 6/9/2009 • • • • • • •• • • • rionaa tsuuamg Lone umine rage 3 of 3 e s , Vot191yn Secured / / reawr. •••• • • • • •••• • • • •• • • ••• • • • • •• • •••• • • • ••• • • • •• • • • • • • • • • • •• • • • • • •• • • • • • •• • • • • •••• • • •• • • • http : / /www.floridabuilding.org/pr /pr app_ dtl. aspx? param= wGEVXQwtDgvIHvmuJRWcZ1... 6/9/2009 L. Roberto Lomas P.E. 1432 Woodford Rd. Lewisville, NC 27012 336- 945 -9695 Manufacturer: Product Line: 4° Mull Bar Custom Window Systems 1900 S.W. 44 Avenue Ocala, FL 34474 Engineering Evaluation Report 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 9B -72.070 method 1(d). The product listed herein complies with the Florida Building Code. Product description: Extruded aluminum mull bar 1° x 4° 6063 -T6, part number 1i -1604. Supporting Technical Documentation: 1. Approval document drawing number CWS -146, Revision A, titled 4" Mull Bar PVC Mull Bar, prepared, signed and sealed by Luis Roberto Lomas P.E 2. Test reports No.: NCTL 210 - 3424 -1, -1A, -2, -2A, -3, -3A, -4, -4A, NCTL 210 - 3426 -1, -1A, -2, -2A, -3, -3A, - 4, -4A, signed and sealed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando FL. • Configurations tested: Vertical and horizontal mulled units; fin and flange installation. • Standards used for testing and results: o AAMANNDMA/CSA 101/I.S.2/A440-05, AAMA 450 -06, ASTM E1886 -02 and ASTM E1998-02, TAS 201, TAS 202 and TAS 203 o Mullions were impacted with #2 Southern Yellow Pine 2x4, length 92° and 9.25Ibs at 50 ft/sec. o Design pressure: ±67.5psf o Water penetration resistance: 10.125psf o Cyclic Load Test: t67.5psf design pressure o Large Missile Impact, Level D, Wind Zone 4 3. Anchor calculation report No. 5101958 prepared, signed and sealed by Luis Roberto Lomas P.E Limitations and Conditions of use: • Maximum design pressure: ±67.5psf • Maximum horizontal mullion span: 74 1/8" • Maximum vertical mullion span: 76" • For window unit sizes attached to mullions refer to installation drawing. • Units attached to mullion must have their own separate approval. • Units mulled vertically without transom may be mulled indefinitely as long as maximum unit size is not exceeded. • This product is rated to be used in the I-IVHZ. • This product is impact resistant and does not require impact protection in wind borne debris regions. • Design pressure of mulled units shall be controlled by the lesser design pressure of the assembly components; the mullion or individual window units. Installation: Mullion must be installed in strict accordance with installation instructions document CWS -146, Revision A. •••• Window units must be installed to substrate according to window manufacturer's installation insjruc Tier s and/or •..' approval documentation. • • • • • . • • • • • •• • Certification of Independence: • • Please note that I don't have nor will acquire a financial interest in any company manufacturing o4,4istributing the • product(s) for which this report is being issued. Also, I don't have nor will acquire a financial it 4r?any ova • • • entity involved in the approval process of the listed product(s). �,N ; • • • • . • • '`tip *a..�i.•.s, • :• • 4 • Report No.: 510194B ••. • •• • 's r. • :„ • OVER�AL HEIGHT 331/8' ANCHOR CLIP 108 318' MAX OVERALL WIDTH YERTICALMLILLION FOR PVC WINDOWS •• ••• • • • • ANCHOR CLIP • • • 113 3/1R" MAX. OVERALL HEIGHT • • • TABL,E_OF CONTENTS • • GENERAL NOTES & ELEVATIONS..... • 1 • • • ANCHOR SCHEDULE ...._..._......»...._._.....2 DESIGN PRESSURE CHARTS 3 EXTRUSIONS & 8.0.M.....».,.._.... LL BA • • • • • • MULL SECTION VIETYS..•,..._.,.._ $ • • INSTALLATION DETAILSA.....•... „...:....8,7 • • • • • • • • • • • • • • • •• • • • • • •�• • • • ••• • - • • • 00 0' 0 • • • •0 • • • • • • • • • • • •0 • • • • • • • •0 0 • • • • • • •0• • •• • 4” MULL BAR ELEVATIONS SHOWN W/DIFFERENT OPTIONS • 74118' MAX. OVERALL WIDTH • . 1_ sr --^4 ANCHOR CLIP }IORHZ.NERT. MULLION FOR PVC WINDOWS PnoPReTARY AND OOF•IIBPMI. 11I3 rKFORi0.TRNC244/4/&9 NTt0SORAW1618 THE SOL WPM= 4731003. PC. ANY ct W N REPRM0TION PANHCR AS W(01TEN PERMISSION OP CUSTOMWINDOW MI MS.PC.W i o` MALI BAR INSTALLATION F OwREMENTJ. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. INCLUDN4G THE HVHZ. 2. CONFIGURATIONS SHOWN: 1. VERTICAL 2. HORIZONTAL! VERTICAL 4. AU. MULLION EXTRUSIONS ARE 2023 -T8 ALUMINUM. 6. WOOD FRAMING AND MASONRY OPENNG TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BLOC AND FRAMING 1S RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. S. CONTRACTOR S RESPONSIBLE FOR MAINTAINING STRUCTURAL. INTEGRITY OF WINDOW OPENING AND ALL WOOD FRAMING AROUND WINDOW. 7. RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS 70 MEET ANY APPLICABLE LOCAL LAWS, BUILDING COOES. ORDINANCES OR OTHER SAFTEY REOUIREMENTS RESTS SOLEY WITH THE ARCHITECT, ENGINEER OF PE0ORO, BUILDING OWNER OR CONTRACTOR. S. APPROVED IMPACT PROTECTNE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN AREAS WHERE WINOSORNE DEBRIS PROW:M1ON ES REQUIRED. 9. REFERENCE TEST REPORTS: NGT1. 210-3424-1, NOT1210-3{24 -t A, NCTL 2104424 -2, NCTL 210-3424-2A, NCTL 210.34244, NCTL 210- 3424 -34. NC NCH. 210.34244A NCTL 219. 34281. NCH. 210- 3426-tA. NCTL 21034282. NCTL 21001426 -2A, NCTL 210 - 3420 -3, NCTL. 210.3426-3A, NCTL 210.34204, NCTL 210- 34264A 10. DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO THE MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL 11. SEE MILLION CHARTS FOR MAXIMUM DESIGN PRESSURES. LENGTH AND ANCHOR SCHEDULE. (SHEET 2 & 3) ANCHOR 12. DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE CUP OF THE MULLION OR THE INDIVIDUAL WINDOW UNIT. 13 SINGLE UNITS TO SE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY CUSTOM WINDOW SYSTEMS. INC. AND MUST BE MADE OUT OF VINYL PVC. 14. HORIZONTAL MILLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT. VERTICAL MUUJON IS USED TO MULL TOP AND BOTTOM 034323 TOGETHER ANDAOR TO THE HSRIZONTAL MULLION. 16.VERTICAL MAIM UNITS MAY S£ MULLED INDEFINITELY AS LONG ASTMS SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED, AND MULLIONS ARE /WHORED AS SHOWN HERE IN. I07'07708 8.148 NOTES: 1. INSTALL ONE ANCHOR AT EACH LOACTION ACCORDING TO THE SPACING SHOWN ABOVE. OR ACCORDING TO THE SPACING SHOWN IN THE APPROVED WINDOW UNIT INSTALLATION INSTRUCTION, WHICH EVER REQUIRES MORE ANCHORS. 2. IN CONCRETE CONSTRUCTION ATTACH MULLION TO SUBSTRATE WITH 3118" DIA ITW TAPCON OF SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE. 3. IN WOOD CONSTRUCTION ATTACH MULLION TO SUBSTRATE WITH #10 WOOD SCREW WITH A #10 WASHER OF SUFFICIENT LENGTH TO ACHIEVE A 13/8° MINIMUM EMBEDMENT INTO SUBSTRATE. 4. AT MULLION IACATION, ATTACH WINDOW UNIT THRU FRAME USING #18 x 1 HEX WASHER HEAD TEK SCREW (ITEM 02). S. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. 8. FOR INSTALLATION OF WINDOW UNITS, SEE THE APPROPRIATE APPROVED INSTALLATION INSTRUCTION. 7. INSTALLATION ANCHORS SMLL ANCI! WIN ANCHOF/aMANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WIjH �JG=H0.EtS Tr A PTHE MINIMUM STRENGTH SPECIFIED BELOW. B. INSTA. AWLLATION ANCHOR SPirLiFFICC1R1t CtaL TES FOR 101Or1UO�.4i • • TS=1EI?A�IRE SED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROP O OD MINIMUM 0 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 P St C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE I (OR GREATER) • ••• ••• • • • • • • • • • • • • • • • •• • • . • • • • • • • • • • • • • • • •• ••• •• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• • • • • • •• ••• • • • ••• • • • • • • • • • • • il# A•D M. r b .rte '/ia : • - - - a .. IS The ITIDN COMM) THIS 19 TK4 SOLE PRp�RTY vc X � TIC YINDOW SYSTEMS. M. MA, Y OUCTI N IMPA N8. ASA S, INFORtA }L • 1YAftTEpPEAtilB810NDP G118TOM NC. • a „;:�c Y � ;rte se° �, a : r' Esc A 1 UPDATED PER NEW FBC REQUIREMENTS 107/07/08 1900 SW 44TH AVE. iAL4 FLORIDA k4474 PVC MULL BAR ANCHOR SHCEDULE 7 NOTES . 4° MULL BAR i11• • :•14 4/13/2009 CW 148 2 OF 7 • 4" HQRTZONTAL W ILLDN 7+1604 WITH S-1522 CUP, &PACT (DESGN SU E CAPACITY CHART, PSF) , WD11 W) (M UNIT H9RHT(H1) (N) TRA SOt4I Q) 35 47 65 59 63 71 741/8 CLP TO JAM (2)B or (2)B (2)B or (2)13 (2)B or (2)B (2)B or (2)B (2)B or (2)8 (2)B or (2)5 (2)13 or (2)5 23 1/2 26 5/8 ±67.5 167.5 167.5 367.5 167.5 387.5 167.5 29 1(2 26 5/8 167.5 167.5 167.5 367.5 167.5 167.5 187.5 351/2 351/2 187.5 167.5 187.5 387.5 687.5 367.5 167,5 411/2 37 1/16 167.5 167.5 167.5 167.5 637.5 367.5 ±67.5 471/2 37 1/18 167.5 367.5 367.5 167.5 167.5 167.5 187.5 63112 37 1/16 167.5 167.5 167.5 367.5 167.5 367.5 367.5 59 1/2 37 1/16 367.5 167.5 367.5 187.5 167.5 267.5 3675 651/2 37 1116 ±67.5 167.5 367.5 167.5 167.5 367.5 167.5 71 1/2 37 1/16 387.5 • 167.5 ±67.5 167.5 167.5 367.5 167.5 72 37 1(18 687.5 167.5 167.5 187.5 ±67.5 167.5 367.5 76 37 1/16 ±67.5 167.5 167.5 ±67.5 ±67.5 367.5 167.5 4" VERTICAL M LLIDN 1.1604 WITH 5-1522 CUP, &PACT (DESIGN PRESSURE CAPACITY CHART, R5F) SINGLE UNIT W1,1N2,ETC) (I UNITHEIGHT(H) (PT) 171/2 231/2 271/2 291/2 311/2 ( 351 ) 391/2 411/2 _ G1/2 531/8 23 112 167.5 687.5 ±67.5 187.5 387.5 667.5 367.5 167.5 167.5 291/2 367.5 387.5 167.5 167.5 187.5 ±67.5 167.5 167.5 167.5 367.5 367.5 351/2 167.5 167.5 667.5 687.5 167.5 387.5. 367.5 367.5 167.5 387.5 387.5 411.12 187.5 167.5 367.5 ±67.5 167.5 367.5 167.5 167.5 *,67.5 36 367.5 V2 <47 �`)) ±875 ±67.5 367.5 167.6 167 5 ((.1-87.c_4 187 5 187.5 �387�� 367.5 ')� 367 5 5312 ±67.5 187.5 ±67.5 187 5 187 6 167.5 187.5 167.5 ±675 3 367.5 591/2 ±67.5 167.5 167.5 167.5 367.5 367.5 167.5 167.5 367.5 367.5 167.5 651/2 ±67.5 ±67.5 ±67.5 167.5 167.5 ±675 ±67.5 167.5 167.5 167.5 *67.5 71 1/2 16 187.5 167.5 167.5 167.5 187.5 167.5 167.5 167.5 '±675 167.5 78 367.5 387.5 ±67.5 ±67.5 ±87.5 ±67.5 367.5 167.5 367.5 ±87.5 187.5 _ A I UPDATED PER NEW FSC REQURREMENT8 l07b7XIe' • •• ••• • • • • • •• 6 • 6 • • 11• ~ to ••• •• •• • • • •• s • • •: • ••• • • • • • Nro ra�ooN•w�r•r, * • • • • • • • • • me eswuorr�ut�ar�NnrsNaw•atsmesae • • • • • • • w•cOM 6Y RNISSI 0NQP N0. GUITOMMOCa r� N eV1 G, N G Q IS 7 - ` v � •+ • • •• • • • • • • • • • wWITl31 ►L 81fd18T0i{wN[IOM SYBTEl16, a • 19 / N : o p f ". te a mo f/f . 9 _ .: / • rx �,� e ' 3s � • • :1 L RpAF $ • .. FL Lao. •` . ;. " SW 44TH AVE. FLORIDA 34474 a DESIGN PRESSURE C r Mls.L aia PVC MULL 8Aq � L' , . l r' .< 46 , r .±A - - • • • • ••• • • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• • • • • • 090 • • • ITEM NO. PART NO. 1 2 3 4 5 6 7 8 9 H-1604 P-3767 S-1522 S-1606 S-1572 S-1571 • ••• • • • • • • • • • • • • •• • DESCRIPTION MULL, 1 3/8° x r PVC SPECIFIC #10 x le HEX WASHER HEAD 'MK #10 x 1 1/2, PANHEAD PHILIPS ZINC #10 FLAT WASHER RETRO FIT MULL ANCHOR CLIP HORIZONTAL ANCHOR/PVC SPECIFIC) CAULK DRIP ADAPTER FLANGE ADAPTER 2 3/fir RETRP 4 : ALUM (FIN) • .1.,) m 6 o o ■■■ ■■ • •• • • • • • • 11 • • • • • • • • • • • • • • • • • • • • • • • • - - e 3 sr I air HOR1Z. ANCHOR S-1606 ALUMINUM 6063-T6 jlIr RETRO CLIP(4") 8-1522 ALUMINUM 6063-T8 (FLANGE) ). e ., • 0 • PROPRWAY .040... THE EffORMATION CONME&D Via MOOD TI4 WIDOW SYSTELIEL 1140, ANY REPACNIUGTION FY MST warrreni PENASSION OP WSW V10230W ' B/16" DRIP ADAPTER S-i 572 ALUMINUM 6063-T6 wr FLANGE ADAPTER S-1571 ALUMINUM 6063-T6 j 4" MULLBAR H-1604 ALUMINUM 6063-T6 A j UPDATED PER NEW FRC REQUIREMENTS 101?07104 UMW 1900 SW 44TH AVE OCAL5 FLORIDA 34474 EXTRUSIONS a au OF MATERIALS- 4 ULM OAR • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• E IN I�FUZONTA M )L BA S q •• •• • • • • • • • • • • • • •• • •• • • • • • • • • • •• NOTE: 1. INSTALL HORIZNERT41N19HO4P RIOR T 4TAte114O • • VERTICAL MULL BAR. • • • • • • • • • • • • • • • • • • •• • • ••• • • • • • ••• • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • •• •• PR WETMYU CO WNIMMIM L a O THE NFDAMATRINCONTAINED IN DRAWN[i18 RE SOLE PAOF'EpTY.'GF DY WRITTEN P OOH NC, ON VOWS ENEMDM$.�NO w WW##1 nae WINDOW FRAME 411 1 r .., L 10RIZ.1 VERT� ECTION A I IODATED PEA NEW FBC REQUIREMENTS 107107/09 1411111111.1111111111111 s Ernil , 1 c .0 SW 44TH AVE. FLORIDA 34474 •oBECT ON VFEWS -4' MULL3AR 4113/2009 • OW 1 50F7 CAULK BETWEEN FRAME AND OPENING BY OTHERS COHERMA30IdRY OTHERS pTHERS � t qd •► yS Y �- EXTERIOR FINISH SYOTHERS PERIMETER CAULK 8Y INSTALLER RETRO FIT MULL BAR CLIP (SEE NOTE 2) 4• VERTICAL MULL BAR � BCR CLIP PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS •••♦• . • • • ♦• •♦. ►• •• , CONCRETE/MASONRY BY OTHERS 00 • • • • i10 • • • • • ••• • • • • i RETRO FR CUP {MASONRY) • ©© VERTICAL MULL SILL SECTION RETT FIT CLIP (MASONRY) ••• ••• • • • • • • • • • • • • • • • ••• • • ZELE (MIN EDGE DIST) M14 EMBEDMENT) 1 S BUCK INSTALLATION ANCHOR, atur CIA. WITH WASH MASONRY ANCHOR, 25(B MAR. EDGE DIST. 4' VERTICAL MILL EAR i 11 11 111111111 I it ,41 pileffitp INTERIOR FINISH BY OTHERS INSTALLATION ANCHOR, 3/18' CIA. MASONRY ANCHOR, WITH WASHER (4x) SILL STOOL BY OTHERS (BEE NOTE) SHIM AS RED'S TO MAKE LEVEL FOR MULL BAR R!1 JR • • • • • • • ` T5I OR FINISH • BY OVUM • (MU! EDGE I113n • • • • • • • • • • •• • • • 1 1C (HIUL EMBEDMENT) INTERIOR FINISH BY OTHERS CAULK BETWEEN FRAME OPEN)NO BY NOTE: 00 115 r II t: -• ■•.xw�iiii�it C�JRETRO (M 90NRY) M; •.`•. •' 4 4 4 t BY WOOD BUCK , • - SYOTNERS 4 4 i 4 CONCRETE/MASONRY - ' EXTERIOR FINISH BY OTHERS SYOTHERS CONCRETE/MASONRY BY OTHERS 2 . jar EXTERIOR MASH BY OTHERS NAT ARA 3116' DIA. MASONRY WITH WASHER 4 4• Inez. MULL BAR PERIMETER CAIRJ( BY INSTALLER PERIMETER CAULK SYINSTALLER RETRO FIT MILL BAR CUP 1. SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS AFTER INSTALLATION • • • 0• a • •I ••A a 2. RECESS RETRO FIT CUP t /4° FOR CLEARANCE WHEN INSTALLING WINDOW UNTis Vb. ✓ ater III •• l a O W T O OD A V CS WITH WASHER Mx) MULL � MULL BAR CLIP (SEE NOTE 2) 00 F• 2.5(8"_ (MIN EDGE DIST) DETAIL • X48 stv ' ,r� s ti P11 TARYANDOD., menw. .. m. ►. • ... • 2,0614'1'. THEPFOR&IATION Cat/MINED NTN8DRAWNOWOES= , r. Wf4OW SYSTOM3,WO.AriY UCT10N 1NMITCOO8A • 1.. ROMANI WAS WRn1EN i3+b1113BAN OF CUSTOM WEJOOW 8Y81E A NC. 46 PROMBITED. <- • FL P.E. NM WW1:" :. PERIMETER CAULK EXTERIOR FINISH BY INSTALLER BY OTHERS �� INSTALLATION ANCHOR, 3116• DIA. MASONRY ANCHOR, WITH WASHER (4x) Lite (I EMBEDMENT) ■ MENT) INTERIOR RASH BY OTHERS • • • 1 2 CAULK BETWEEN • • . FRAME AND OPENING • • • •BY omens • � ••• ;• A . • h •A •, OBY TRE T E ETE/MASONRY DAL • (7 TRl)NNLL EOTW�N 2 BY WOOD ° • BY OTHERS BUCK A , UPDATED PER NEW MO REQUIREMENTS 107/07/08 e i61301O 144TH AVE. FLORIDA 34474 RETRO FIT CUP/MASONRY INSTALLATION • 4' MULL BAR q✓S: GCFF� .r 411312008 CW 146 6 OF 7 •• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• ••• • 4 • g; •' 4 a 3. '4P' • v' 4. CAULK BEHIND MN BY OTHERS WINDOW WRAF. BY OTHERS EXTEFUOR FINISH BY OTHERS PERIMETER CAULK BY INSTALLER RETRO FIT MULL BAR CUP V VERTICAL MJLL BAR WINDOW WRAP BY OTHERS PERIMETER CAULK BY INSTALLER CAULK BEHIND FLU BY OTHERS EXTERIOR FINISH BY OTHERS SHEATHING BY OTHERS VERTICAL MLLI. PLEAD SEC RETRO CUP/FIN FRAME (W 1• 1E (MIN. EMBEDMENT) 4 VERTICAL MULL OAR 2 BY WOOD BUCK BY OTHERS 1 h. I II I I .11 1 1 1.411 411711 , 111 lar :EmeEnmem e• Y • • • • • • • • • • • • • • • • • • • • • Y BUCK VERTICAL MI A L. SILL SSCTION • u t • (11 SETT40.0JP/M1 FRAME (WOOD) • • latAVERS• • • • • • • • • • • • • • • • • • • • • • • • • INSTALLATION ANCHOR, FIB WOOD ANcHOR, WITH WASHER (4X) - INSTALLATION OW WOOD ANCH°R. WITH WASHER (4X) NOTE 2aY WOOD BUM BY OTHERS SHEATHING BY OTHERS EXTERIOR MESH BY °THEM MMONIIIIPMIIIMM:=1111111 . lama ••••11111••• =My 00 Litt (MEt PJASEDMENT) e• l• CAULK BEHIND FIN BY OTHERS WINDOW WRAP BY OTHERS PERIMETER CAULK BY INSTALLER RETRO F(T 110EVAtruffra. iFIN (WOOD) MULL BAH CLIP INSTALLATION ANCHOR. 310 WOOD ANCHOFI, WITH WASHER (4X) I •;•,' c 'iNfo LL BAR r ' • RECESS RETRO FIT CLIP ur SO MULL BAR -• • WILL BE FLUSH AGAINST WOOD BUCK AT JJM AND HEAD. 440 7 '•- 4" HORIL MULL BAR PAOMSITART AND COMVAIMAL THE INFORMATION CONTAINS:1 IN SIN DRAWING 13 TMESOLE PROPORTT OP • - V12420'41 331TEM3.313.ANY PIEPROCNOTION %IMO OR 115 A WYS01.2 • • It L. ROBEI1 WRITTEN PERMESSIN OF OWN WINDOW MOM 310. 13 PRomEnEo. FLP4NG RETRO FIT MULL SAR CLIP A 1 UPDATED PER NEW FBC REQUIREMENTS 107/07= 44TH AVE. • RI9A 34474 FrfcuP/FIN W000 INSTALLATION - 4 MULL BAR 4/13)2000 C S-148 7 OF 7 ••• • • • • ••• • • • • • • • • • ••• • a • • • • • • • •• •• • • • ••• • • • ••• • • • ab • • • • • • • • •e• •• • • • ... ,oz* , 0 0 r r ''' • • A .1.. V. '7 I'1U11CM D U11t11116 l.Vt.1G V111111G gitrO l o-l3 c i kHF i BUS Home 1 Log In • 1 User Registration 1 Hot Toples 1 Submit Surcharge 1 Stets & Facts Product Approval USER; Public User Product Approval Menu > Product or Application Search > > Application Dethil FL6890 -R3 • Revision Ij 2007 FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Custom Window Systems, Inc. Address /Phone /Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ex1 : 207 mlafevre @cws.cc Authorized Signature Approved y • Michael LaFevre mlafevre @cws.cc Roberto Lomas 1 Publications 1 FBC Staff 1 BCIS Site Map 1 Unks 1 Search Technical Representative Michael LaFevre ## Address /Phone /Emall 1900 SW 44th Avenge Ocala, FL 34474 (352) 368 -6922 Ext207 MLaFevre @cws.cc Quality Assurance Representative Ralph Emminger ## Address /Phone /Email 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368 -6922 Exi< 208 Ralph @cws.cc Category Windows Subcategory Casement Compliance Method Evaluation Report frdm a Florida Registered Architect or a Licensed Florida Professional ngineer L. Evaluation Repo - Hardcopy Received Florida Engineer or Architect Name who I developed the Evaluation Report •••• Florida License ° PE -62514 1 • • • • • Quality Assurance Entity Quality Assurance Contract Expiration Date Keystone Certifications, Inc. 12/31/2010 • • • • ; • • • ••• •••••• • • • • • Validated By i. •Steven M. Urich, PE y • • • • • • • • • L Validation Checklist - Hardcopy ReQ21�A i • • • • • �• • •••• • Certificate of Independence FL6890 R3 COI 510489A (Eval Rep • 4D• Imp¢Ltl.pdf • •; • • • • • •• •••••• • • • Referenced Standard and Year (of Standard) Standard • • • • • • Yea r • AAMA/101/I.S.2-97 j • • ••••• • • • • • 997 s ' • •• • • •AAMA/WDMA /101/I.S.2/A440 - 05 • • • • • •••�� 2005 •••,•• ASTM E1886 -02 1. • 12002 • • Summary of Product FL. # ! Model, Number or Name Descri •tion 8400 Vinyl Casement 18400 Vinyl Casement (Impact w /heat strengthened glass). 6890.1 i 1 Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +67.5/ -67.5 Other: 8400 Vinyl Casement (Impact w /heat• strengthened glass) Large Missile, DP = +/- 67.5 psf, 37x72, laminated glass will have DuPont's interlayer when used In HVHZ. Installation Instructions FL6890 R3 II CWS -161A (CA -8400 Impact).pdf FL6890 R3 II DuPont PVB NOA 05 -1208 02.pdf FL6890 R3 II Mlkron NOA 06 -1220 01.odf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL6890 R3 AF 510489A (Eval Rep CA -8400 Impact).pdf . Created by Independent Third Party: Yes 6890.2 i 8400 Vinyl Casement, 8400 Vinylicasement (Impact w /annealed glass). Limits : f Use Appr• ° ed for use in HVHZ: Yes .. - •ved for use outside HVHZ: Yes Impact Resistant: yes Design Pressure: +60/ -60 Other: 8400 Vinyl Casement (Impact w/annealed glass), Large Missile, DP = +/ -60 psf, 37x63, laminated glass will have DuPont's interlayer when used In HVHZ. Installation Instructions FL6890 R3 II CWS -161A (CA -8400 Impact).pdf FL6890 R3 II DuPont PVB NOA 05 -1208 02.pdf FL6890 R3 II . Mlkron NOA 06 -1220 01.pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL6890 115 AE 510489A (Eval Rep CA - 8400 Imoact).odf Created by Independent Third Party: Yes 6890.3 8400 Vinyl Casement Impact Window CA -8400 Vinyl Casement w/ heat strengthened glass. 1 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +75/ -75 Other: Large Missile,' 40° x 63", DP = +/- 75 psf, (Impact w/ heat strengthened glass, PVB). l Installation Instructions FL6890 R3 II CWS -240 (CA -8400 Impact 40 x 63).pdf FL6890 R3 II DuPont PVB NOA 05 -1208 02.pdf FL6890 R3 II Mlkron NOA 06 -1220 01.pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL6890 R AE 511043 (Eval Rea CA -8400 Impact 40 x 63).odf •••• Created b Independent Third Pal Yes • • - •••• Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Cade Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved ASTM E1996 -02 I 2002 PA/TAS 201/202/203 1994 12/19%2008 12/29/2008 01/08/2009 02/03/2009 Back I pCA Adminktratinn Next i I I�he�kl • • • •••••• • •••••• •••• • • •••• 000000 Department of Community Affairs • • Florida Building Code Online, • • • • Codes and Standards 2555 Shumard Oak Boulevard! • • • • • • Tallahassee, Florida 32399 -2100 • • • • • (850) 487 -1824, Fax (850) 414 -8436 p 2000 -2005 The State of Florida. All rights reserved. copyright and PisclAhner • • • • Product Approval Accepts: ! • • • • • • ••••• • • ••••• •• • • • • • • •• •• • • •• • • • • • • ••• • •• •• • • • • •••••• • rage G U1 . • ••• • • • •• • • •••• • • ••• ••••• • • • • • •••••• • • 7 • • • • • •• • O 00000 • ...0.• • • •••• 000000 • • •• •• • • • • • •.. • • • • ••• • ••• • ••• • • • •• • • • ...... •• • • •• • .0. 0.. • ••• • • • .0000. • • • • • .0.0. 000000 • • • • 00..00 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: 8400 PVC Casement— 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 9B- 72.070 method 1(d). The product listed herein complies with the 2007 Florida Building. Product description: Casement window, impact resistant made of white -rigid PVC. Frame and active sash were of welded mitered comer construction. 1 of 2 • ::°49 TAT ONAL Engineering Evaluation Report Report No.: 510489A Supporting Technical Documentation: 1. Approval document drawing numberCWS -161 Revision A, dated 06/19/2008 sheet 1 of 8, titled 8400 PVC Casement, prepared, signed and sealed by L. Roberto Lomas P.E. 2. Test reports: a) Report No.: NCTL 210- 3274 -1, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories TAS 20.1 -94 Large Missile Impact Test TAS 202 -94 Uniform Static Air Pressure, t67.5psf design pressure, water infiltration TAS 203 - 94 Cyclic Pressure Loading ±60.0psf design pressure b) Report No.: NCTL 210 = 3274 -1A, signed by Gerard J. Ferrara PIE National Certified Testing Laboratories ASTM E 1886 -02 and ASTM E1996 -02 1 ASTM E 18861E 1996 Large Missile Impact Test, Level 0, }Hind Zone 4 ASTM E 18861E 1996 Cyclic Load Test, t60.0psf design pressure c) Report No.: NCTL 210 - 3278 -1, signed by Gerard J. Ferrara P.E National Certified Testing Laboratories TAS 201 -94 Large Missile Impact Test 1 TAS 202 -94 Uniform Static Air Pressure, t67.5psf design pressure,• 10.5psf water infiltration TAS 203 - 94 • Cyclic Pressure Loading i67.5psf design pressure d) Report No.: NCTL 210- 3276 -1A, signed by Gerard J. Ferrara PE National Certified Testing Laboratories ASTM E 1886 -02 and ASTM E1996 -02 , ASTM E 18861E 1996 Large Missile Impact Test, Level D, Wind Zone 4 ASTM E 18881E 1996 Cyclic Load Test, 167.5psf design pressure e) Report No.: CTLA 1344W -4, signed and sealed by Ramesh Patel P.E. National Certified Tasting Laboratories AAMA/NWWDA 10111.52 -97 Design pressure: ±60.Opsf Water penetration resistance: 10.5psf • 3. Anchor calculations, report number 510116, prepared, signed and sealed by L Roberto Lomas P.E. Unit Size Max. D.L.C. Design Pressure;Rating ±60.0 psf ; ±67.5 psf 1 Impact Rating Large and Small Missile Impact Large and Small Missile Impact Up to 37 "x63" 29'/. "x55'/." Up to 37 "x72" 29'/, "x64'/° . 'L. Roberto Lomas P.E. 1•J2 Woodford Rd. Clemmons, NC 27012 336 -945 -9695 Limitations and Conditions of use: Engin4ering Evaluation Report Report No.: 510489A • Units up to 37 "x63" must be glazed with:' /s" IGU consisting of outboard lite 1/8" Ann — Air — laminated inboard lite consisting of 1/8" Ann — 0,090" Solutia or DuPont PVB interlayer —1 /8" Ann, per ASTM E 1300-02. • Units up to 37 "x72" must be glazed with 3" IGU consisting of outboard lite ft" HS — Air— laminated inboard lite consisting of 1/8" HS — 0.090' Solutia or DuPont PVB interiayer -118" HS, per ASTM E 1300 -02. • Solutia interlayer per NOA03-0827.08 1 • DuPont interlayer 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 id 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 -161 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). • 2 of 2 • • • • • •• • 1.01 - 1eR! orrf s,i'1;' FL No.: X14 07/174 046 '• • . • .•• • • • _• • •••• .. • • • • • • I� • v. ,. ; • • •' ~f'w` • . 00 SO , .�9a, ; '•..4 • • •••.•• • •• :. : • • • •° • • • •a.� • • ,— .• • •;•• • :• • • • • i • •• : •• e • �• ;c •••••• • 73 114' MAX OVERALL HEIGHT 72' UNIT HEIGHT MAX SASH HEIGHT 35' MAX. SASH WIDTH .13Th- 38 1!4 MAX. OVERALL FLANGE WIDTH 37' UNIT WIDTH • •• ••• • • • • • •• • • • • • • • • • • iABtilrFCtNi N : ••• •• •• ••• •• • GENERAL NOTES & ELEVATIONS_. _...� _...1 .•• ANCHOR SCHEDULE & NOTES....______._2 D.P. CHARTS & GLAZING DETAILS__- _..._....._.3 SECTI A EtiViklALT. FRAM6,....a EXTR I S • B.Q.M..__ f�.. a __ »...__• • • • • INST ION ENLS. ...5__._... -a6-8 • • • • •• • • •• • • • • ••• •• • • • ••• • • • • 1 ••• • • • • • • ••• • • • • • • • • • • • • • •• •• • • • ••l • • ••• : a • •• CASEMENT ELEVATION (LARGE MISSILE IMPACT) (SHOWN W/ DIFFERENT OPTIONS) 4 GLASS D O LEFT HINGED - SHOWN RIGHT HINGED - OPPOSITE 641/4' GLASS DLO 841W MAX OVERALL HEIGHT UNIT HEIGHT 58 9/4; MAX SASH HEIGHT 38 114' MAX OVERALL WIDTH 3T UNIT WIDTH 351132' MAX SASH WIDTH_ RIGHT HINGED - SHOWN \ LEFT HINGED- OPPOSITE GLASS DLO PRrnAgTMY CONFI•@ ENTWL • •• • THE INFOR/Uk ION CONTAINED IN ins DRAWINOl3ire SOLE PRPERTY OF CUSTOM IMNDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE wmcnrr THE WRITTF_N PMMSSEON OF CUSTOMVHNOOW SYSTEMS. INC. 15 PROHIBITED. • pVC IMPACT REQUIREMENT; 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING DETAILS: (SEE SHEET 3) 3. CONFIGURATIONS: ALL WINDOWS ARE OPEN TO OUTSIDE LEFT OR RIGHT. 4. DESIGN PRESSURE RATINGS (SE SHEET 3) - NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300 - POSITIVE DESIGN LOADS BASED ON TEST PRESSURE, WATER INFILTRATION TEST PRESSURES AND GLASS TABLES ASTM E 1300 5. ANCHORAGE THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 6-8 FOR ANCHOR DETA0- 6. SHUTTERS ARE NOT REOUIRED, 7. ALL FRAMES AND VENTS FULLY WELDED. B. REFERENCE TEST REPORTS: NCTL 210 -1A • NCTL 21032741 , NCTL 210 3278.1A NCTL 2103276 - 1. B. SERIES/MODEL DESIGNATION CA -6480. 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 STAND FOR THE FOLLOWING: X = OPERABLE SASH • L ROSCi:0•L'iw [rji FL P.E. NO. 63514 ., r .•• • ``t‘ l:. ttt=- 194q SAW. 44TH AVENUE f{CALP„ FLORIDA 34474 _BF_RAL NOTES & ELEVATIONS - LARGE MISSILE IMPACT 3t1RFlG q CCASEMENT B4DD DRAWN B% 7ATE: BAT 7!7/2008 SCALE: NTS .J '. MI" CWS -161 KtV. LtI I tH: A iHtEI. 1 OF 8 • 6' MAX. ITTPl B" (TYM V?) NOTES: 1S" MAX O.C. 1212" MAX O.C. SEE NOTE 2 ANCHOR LAYOUT - (FI.ANGE1 THRU FRAME 8 CUP (WORD OR MASONRY OPIPONOI FOR UNITS UP T037' [ 72 8" MAX INSTALLATION ANCHORS TYP. B" MAX 12 NY OW/ MAX. o.c 16" MAX O.C. (V) SEE NOTE 2 ANCHOR LAYOUT- (FLANGE) THRU MANE 8 awl VO0D OR W301# & OP1NN32 ' . . FORUMTS UP TO 3Pi6r 8" MAX 0.C. (TYP) INSTAUATION ANCHORS TYP., 4" MAX (TYP) 4 MAX. (TY?) 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. 2. SHIM AS REQ•D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 114'. USE SHIMS WHERE SPACE GREATER THAN 1116" IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4. 3(16" CIA. ELCO TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVEA MIN. EMBEDMENT OF I INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2112' SHALL BE ACHIEVED. S. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE AMIN. EMBEDMENT OF 1318" JNTO 2 BY WOOD BUCK. B. #8 W000 SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1(2" INTO 2 BY WOOD BUCK FOR FIN INSTALLATION 7. SEAL COVERS WIMSMAL•101Nj SEA 4 SpLANIT 8. ALL INSTALb4T10NA0Hp!(: MISTBE ►1AI&E C;TA CORROSION RESISTANT MATERIAL OR COATING. 9. INSTALLATION AIMG11E)R WALL B % 4CQRDANOE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SI NOT BE USED IN SUBSTRATES WITH STR NGTTHHS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. `tiI :•' F 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERYiES: A W OC -I IIRIITUM SRErII 1 OF G=0.42 ,r , B. C N ETV- MINIMUM OLD SIVE $$TREENcir OF 3,200 PSI. • . C. RY•STRRNr CONRDRMANCQ TO"A• GRADE N, TYPE 1 (OR GREATER). PRUPweTART/wo canFmENTW , • • • • • • • • • • • • • T[£ INFORMATION =ammo TN ma 11414N1143 IS THE SOLE PFTOPF7ITY @E cukTOM • • . • • • • • • MOON SYSTEMS. INC. ANY REPRODUCTION IN PMT OR AS AMMOL(: ••• • WRITTEN PERMISSION OF CUSTOM WINZoN SYSTEMS. INC. IS PROHISTEO. ••• • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• ANCHOR LAYOUT -(FIN) ThR IJ NAILING PIMP= OPENING) FOR UNITS UP 7037 x 7S • Yr a • ' c N1 cc. • • • I3HBifF16lUMS o FL E. N0. (12514 a " SEE NOTE 6 • 4" MAX. CTYP) • J- 4' MAX. (TYP) INSTALLATION ANCHORS TYP. 8' MAX. o.C. (TYP) SEE NOTE 6 MAX. O.C. (TYP) INSTALLATION ANCHORS TYP. A I UPDATED PER NEW FSC 1900 S.W. 44TH AVENUE OCALA, FLORIDA 34474 PVC CASEMENT 6400 ANCHOR LAYOUT - (FIN) MK/ NNLINO FIN (WOOD OPENP10) FOR UNITS UP TO 37x85 REQUIREMENTS 107/07/08 - - -- AC(CHOR SCHEDULE & NOTES - LARGE MISSILE IMPACT 7812008 CWS -181 20F8 • MODULAR SIZES (UNITWIOYDOW SIZE HFIGHT(IN) W IDTH (IN) GLASS TYPE 20 29 1/2 31 1/2 35 1/2 39 1/2 41 1/2 43 12 47 112 51 1/2 53 1/2 SS 1/2 59 in 6! 3/4 63 t/2 6512 67 12 70 314 17 7/3 C, D +67.51-67.5 +67.5/ -67.5 +67.5/ -67.5 +67.51 -67.5 +67.51 -67.5 +67.51 -67.5 +67.5/ -67.5 +67.51 -675 +6751 -67.5 +67.51 -67.5 +67. 51-67.5 +67.5/- 67.5 +67.51 -67.5 +67. 51-67.5 +67.51 -67.5 +67.5/- 67.5 +67.5/ -67.5 23 1/2 C. D • +61.5/ -67.5 +675/ -67.5 467.51.67.5 +67.5/ -67_5 +6751-67.5 +67.5/47.5 +67.5/- 67.5 +67.5/- 67.5 +67.5/47.5 +67.51 -67.5 +67.51-67.5 +67.5/- 67.5 +67.51 -67 -5 +67 .5/•67.5 +67.51- 67.5 +67.5/ -67.5 17 1/2 C, D • +673/67.5 4673/ -673 +67.51 -67.5 +67.5/ -675 +675/- 67.5 +67.5/ -67.5 +67.5/ -673 +67.5/ -67.5 +67.5/ -67.5 +67.5/-67.5 +67.5667.5 46756673 467.51 -67.5 +67.5/- 67.5 +67.5/- 67.5 +67.5/ -67.5 29 112 C, D • +67.5/ -67.5 +67.5/ -67.5 +67- 56673 +67.5/-67.5 467.5/- 67.5 +67.5/ -673 +675/ -673 +67.5/ -67.5 +67.5/- 673 +67.5 /67.5 +67.51-67.5 +673/ -67.5 + 67.5/47.5 +67.51 -67,5 +67.5/ -67.5 31 5/2 C, D • • +675667.5 +67.5/47.5 +673/ -67.5 +67.5/47.5 +67.5/47.5 +67.5/- 67.5 +67.5/- 67.5 +67.5/- 67.5 +67.5/ -67.5 + 675 /- 67.5 +67.51 -67.5 +67.5/- 67.5 +67.5/- 67.5 +67.5/67.5 35 in C. 1) • • • +67.5/ -675 4675/-67.5 immin +67.5/ -67.5 +67.5/- -67.5 +67.5/ -67.5 447,5/ -67.5 +67.51. 67.5 +67.51.67.5 +67.51-67.5 +67.51- 67.5 +67.5/- 67.5 +67.51 -67.5 35 3/4 C, D • • • • +67.5/ -67.5 + 675667.5 +67.5/ -67.5 +67.5/ -67-5 +67.5/ -67.5 •+67.5/-67.5 +57.51- 67.5 +67.5/- 67.5 +67.5/ -67.5 +67.3/-67.5 + 67.5/-67.5 +67.5/ -67. +67.5/47.5 CO MMO DrW SIZES (TIP -TIP) - - . HEIGHTON) WIDTH (IN) GLASS TYPE 21 114 38 3/3 50 518 56 63 ' 72 • 19 1/1 - -C, D - +6731. 67.5 +67,51.67 + 6731 -67.5 + 6751 - 67.5 +67.51 -673 +67.51 -67.5 26 1/2 C, D • +61.56675 67.5667.5 +675667,5 +67.5/ -673 +6731-67.5 37 C. D • • +673/ 673 +67.5 /-67.5 +673/47.5 +67.5/ -675 +67. 5147.5 • MODULAR SIZES (UNITW INDO W S1I44 - HF]GHT(1N) W101111 ON) GLASS TYPE 10 291)2. 31 1/2 3512 39 1/2 41 1/2 43112 471/2 51 1/2 53 1/2 55 1/2 59 12 _ 61314 17 7/8 A, B +60/40 + 601.60 4 60/-60 +60/40 +601 -60 +60140 + 60460 466/-60 +60/40 +60 /-60 460 /-60 +601 -60 +60/ -60 I3 112 A.8 4601 -60 4- 60/-60 4 60660 450/ -60 +60140 + 60660 +60/-60 +60/-60 160 /-60 +60 /.60 +60 /-60 +60/ -60 +60/-60 27 1/2 A.8 • 430%60 +60660 +60/-60 +601 -60 +60/ -60 +60 /-60 460/ -60 +60/ -60 +601.60 +60 /-60 +60/-60 +60460 29 112 31 to A,66 a, B • • +60/60 • 460660 460/40 +60/40 +60/-60 +60/ -60 460660 460/40 +60/-60 + 60/-60 +60/40 +60/40 +60/-60 +60/ -60 450/ -60 +60/ -60 460/-60 +80/40 +60/60 +60/-60 +60/-60 +601-50 +60/-60 row 3/4 OVERALL V TEMPER sS 35 1/2 A, 8 • • • +60660 +60660 440/ -60 +60/-60 •60 /-60 +60/-60 +60/-60 +60/ -60 +60/40 +601-60 N 5/tG Ami Ten 1!8• HEAT STRENGTHENED GLASS ,�■�;`;� W 1/8' HEAT STREN66THE li 35 3/4 A B • • • • +30 -60 +60/GO +601 -60 +601 -b0 +40/60 +6a-6o +sa -60 +60660 +60/ -60 COMMODITY96.05(T1P -71P) WIDTH (IN) GLASS TYPE 21 1(4 31 3/3 50 5/6 56 63 19 Its A. B 460/40 +60/ -60 +60640 +60/40 +60/ -60 • A A. B 4 +60/40 +601 -60 4601 -60 +•601.60 3/4 OVF3tALL ' ' row 11 HEAT STRENGTHENED r 37 A,8 • +60/ -60 r +60/-60 - " +60 /-60 +601 -60 �' A. 7 SPACE 31-6 t L _ - - 'NOT RECOMMENDEb - -- - - - - - - - - -_ _ -- - - - - - 3/4' OVERALL I N EI s118 (n1uS - 1/8° H Fh`f &TRE NGTH @01E DOL A ?; S _ 3 3/32' DUPONT PVT INTERLAYER 1/8' HEAT STRENGTHENED GLASS I. `. /. 6: :1' rmi 3/4: OVERALL. 1/6" ANNEALED GLASS 6/18 AIR SPACE 6718• LAMINATED T M ` " 1/8• TEMPERED GLASS 5/16' A01 SPACE 6116' LAMINATED U8' ANNEALED GLASS 3/32" DUPONT PVB INTERLAYER VW ANNEALED GLASS ■ - NOTE 1. IF SIZE INTENDED 18 NOT GLASS TYPED SHOWN, USE NEXT LARGER SIZE. R •• U8• ANNEALED GLASS 3/32' DUPONT PVB INTERIAYLR - 1/8 AN Dues ' - • - / ,,,j77,______ - A UPDATED PER NEW FBC REQUIREMENTS 07107108 • iII : 4t 1L : i • • i = L • • • • r jL.� - f-- / r - LAS$ TYPE C , +� • � 4t +1 t tr ;•'' c _ " ' : ,: '' e o ,7 . + tti'� ++ S.W. 44TH AVENUE CAI Al FLORIDA 34474 • • • • • 1=,: 1 ti , _ ` o h •` o • DP CHARTS & GLAZING - LARGE MISSILE IMPACT i= -�_ l ••• ii _r, • CT- 4 1 1 • /• • • •. . • a ' PVC CASEMENT � 7/712009 PROPRIETARY AND eomlow sm • 6LASI •TYPE • • • • • ' • GLASS TYPE B • • L •J • � , 11 IIII ` L A os RT - . • 1' - - - 8400 • «• • • • • • • • • • • ` INFORMATION ) Pt TT1s O LS THE SOLE PROPERTY OF•ettafr+ WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WIT)E7UTVIE ; • ••• FL P.E. No. 62514 - • - r3 �, , 3 OF 8 • �_ ._ WRIMN PERISSSION DP CUSTOM WGWGW sys : INC. Is PRONE ED, • • • • • • • • i•• • • • • • • ••• • • • • • • • • • • • • ••• • •• •• • • • ••••• • • ••• • • OVERALL FLANGE HEIGHT _a; i 1 q, _.l 4.11-111 , mirk er-Iii I • '� ••• 0 • • • • ii • • • Ti. • • • • • • ::. • • • ••• •• ••• • • • ••• ••• • ••• ••• • • • • • • • • • • • • •• • • •• • •: • • • • ••• ••• • • • • • • ••• • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • • • • •• •• LRAT HEIGHT VOTE: ITEM 22, 25,33,38,42,48 - 48,5153.55 ARE USED BUT NOT SHOWN FOR • ' � R rY. • • • • • • • ALTERNATE FIN FRAME; TYPICAL HORIZONTAL SECTION •• ' • c r L RO9ERTO Lb0.CiS' FL P.E. NO. 62514 • • A I UPDATED PER NEW FBC REQUIREMENTS 1900 S.W. 44TH AVENUE OCALA, FLORIDA 34474 107/07/08 'SECTION VIEW /ALT FIN FRAME - LARGE MISSILE IMP '� PVC CASE3JIENT �� BY' BAT �ntm 717/2008 ACT i` 8400 s LUt NTS JWL.NU " CWS -161 y.. +tv.Ltiirx A SHtt�: 4OF ••• • • • • • •• • • • • • • • • • • ••• •• • • • • • • • ••• • • • ••• • •• FRAME CORNER CONSTRUCTION hie S Parts Description 1 5-8030 FR, case, IPA -EAD 3 118" 3 118' I P-4950 GOL- ALAI+YdM 5022402 (95O X.437), 1-13 3 21/32' 3,Z I III \\ 3 1-48030 FR. CASE. ►KN, SLL Q 4112' 4 1-4050 COL -ALL/W M 5052402 (250 X.437), SLI. a H-6030 FR, cAsE IAN, AL. ROM 0000 8 P4050 COL- ALLI504.M 8063.1-02 (050 X.437)/43. 503W 1 iJ. FR CASE, LaAM J8 }T 1 "��■ ..- ..... , 0 P-4050 COL.- AU.11484A1. 50524432 (no x.437) JB LEFT 9 1-48008 SAM{ CASE. . _ �'r ' 10 s-1505 ARK T REM. rASESASHTOPRAL , � `. . . CORNER WELD {ALL SIDES) 11 12 84085 8-1505 SASH CASE. BM. RAL REI.F. CASE. SASH 80771241 RAIL I'� : ..� ! ;J . ..—. II I1 13 048008 ASH S CASE sIDEPAL, MOE 14 141506 Iasi, CASE SASHSCEPAL 04143E PVC FR. CASE., MAIN (FLANGE) H-6030 15 Kama CA sAStt SEE. stew - LUX 10 S-1505 RB.F,O .$P. . N BDERALLox , 211132'. t- SASH CORNER CONSTRUCTION P.3420 WBTP., 310X.1S70ACKIATRA M. BACK SASH PVC FR. CASE., MAIN (FIN) H-6030 18 R3z17 WBTP.NHIELEAF SEAL, FRAME 2 iµ . 19 P-3217 1TP.1<IELEAF SEAL SASH 1K Wt 9 20 04 .1292 FI�4 =C RI54 SLRAL, 21 541504 SCR E 22 0-1016 L 24 5 OLZ. Ba314 .F.5 0� ¢; il i 24 5-00151 5-00151 121.Z.130..3/4 - . FXDM.1ffffi 1 . CORNER WELD (ALL SIDES) 25 P3587 88 X I' PH PHTEK2. ZFC'.. SCRBR iI ' I■I I "1 za P4004 • 8- 32X12•R1Pti MS. SS(R0TOMAELOCK) PVC SASH, CASE. H -6006 3+ 27 P4014 tirnE 5112 ROM OPER R1T0H7N (W 4 } 2B (4 005 SUPPORT PLATE LOCK. St I-DAE. Pe P4506) 17132' 29 P4036 UXIC, ROTO r 7E l SCREEN RAIL, TOP /SIDE, H -1593 1 . ALUMINUM 6063 -T6 30 FT/ROW aFS4 Fa3TaLTOfsIF nPmltrcasms4q aPev 74Fa R S ( F 31 P•4012 S14a1ROTC 04EtA10R, 32 P4009 TRACK Ll ABM., W O O O W L , L,ROTOStflA..(131 s 33 P4010 STUD 8 (r. ROTO OMR. LH.. RCM ICNE SCREEN UMINUM 6063-TT6 H -1592 0000 35 A DSLOERASS7 tFoR 36 P-4024 SLPPORIWallin, 8070 DPBL FOTO MAE (SS) 314' 37 P41121 08-32x 2/4' Wad FM 54 IJW Land. 5G. SS, ROTO DR, RO101 WE T _ - y- � t'e 1T i , T 1I18• 30 34024 j ,_ 38 P4031- P4040 150 L R RD10 , .' IE BAfS.0 M FUA $ 1 - s (.0015100 0tY0103J15. SS (BY OA KirT a _ —� • � • _ _ I F _ ,�-� 1118" 11I a0 P4003 IEBARGUDE,RO70.IONE _ 41 P4013 0TRRE1.1WO B1HT - 2 • COIL, .05 X .437, P4050 ANCHOR CLIP, P -3780 SASH REINF. S -1505 ALUMINUM 6063 -T6 ALUMINUM 6063 -T6 PVC GLAZING BEAD -6016 ALUMINUM 6063 -T6 - • - u ''3342 SEAM SEALER, SUSSOt 43 83752 CAPP.319.12 113LE 44 03438 MT Lex. TRU SEAL w 45 • i P3352 SET. SL.L 8S OUR, llrxsrxx LO. 40 P-3655 134400 GOLD CERr. LABS, M4aC TAB 47 1-'1 TEROP'RY,J3 4 A ( UPDATED PER NEW PBC REQUIREMENTS 107/07)1)8 i SAN. 4471-1 AVENUE • t OCALA, FLORIDA 34474 45e Pant ;WIE • • • • 2Stir U18'- �• -'•- 3t8' • • 4 y -,. r � - , 0 ., o.S : .,' �: 4 • r` •` - •, - • 11 ((��MMW.0) O •OS•�i ^• • • —� 1510atas6 I 11 12' I I n �� p ' P 3228 SCtat$ISA.9•E.1 i dG. 83197 SCT�1001lE3Y K01 0 114' .t:�- P3105 SCREENSFRN3, 1431CLE1H3447N .'- PLAN VIEW OF ANCHOR CLIP - • THE INFORMATION CONTNNEO IN DRAWING I- PROPERT/ OF WINDOW SYSTEMS. NC. ANY REPRODUCTION WPM TOR ASA WHOLE WIT1iDUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEM INC. ISPROt081TE0. 1T • EXTRUSION$ & B.O.M. -LARGE MISSILE IMPACT - 3029 ' !! : 1112EM 1.� � 51 L 70 � :Eras0.447r • Y i'e`T. r , D RIleCelt SFRtCBr PVC ' ' 51Y: BAT TE 7812008 :::• —. • • ' L: L t0OBCRTt) ` i0 4X3 ` 8400 -- NTS CWS -161 ME -' - CASLttf R4 • • 831,7 • • sCR9'YSLI1:RNtTFORN?• •• FLP.E.,510. 544 �''�; Z, V ' .L5I1U2: A 1-1 : t 501-8 ••• • • • • • •• • • • • • • • • • • ••• •• • • • • • • • ••• • • • ••• • •• PERIMt I I=R CAULK W INSTALLER • • • • • • • • • • WINDOW FRAME HEAD SASH BOTTOM RAIL WINDOW FRAME SILL PERIMETER CAULK SYINSTALLER - EXTERIOR FINISH BY OTHERS LeNCRepatA zioa•Y WOOD BY OTHERS ••• • • • • ••• CONCRETE/MASONRY BY OTHERS EXTERIOR FiN1SH BY OTHERS SASH TOP RAIL ••• • • • •O A VERTICAL SECTION • 04 • •-ONRY) • • • • • • • • • • • • • •• • • • • • • • • • • •• •• • • • '• • 1 ••• • • • • • ••• • • • • • • • • • • • • • •• •• • • • • • • • • • CAULK BETWEEN BUCK ANC! OPENING BY OTHERS ANCHOR CLIP CCNCRETEIMASONRY ' BY OTHERS (MIN. EDGE DIST.) .L .1M (MN. EMBEDMENT) 1 BY WOOD BUCK BY OTHERS 114° MAX. SHIM (SEE NOTE 2 & 3 ON SHT.2) INSTALLATION ANCHOR. 3/16'4IIA. MASONRY ANCHOR ANCHOR CUP INSTALLATION ANCHOR, 3116 DIA. MASONRY ANCHOR 1/4' MAX: SHIM (SEE NOTE 2 8 3 ON SHT.2) - r 1114• {MIN. EMBEDMENT) .21/7 (MIN. EDGE DIET.) 1 1M• (MIN. EMBEDMENT) (MIN. EDGE DIST.) CONCRETWAASONRY BY OTHERS 1/4' MAX. SHIM (BEE NOTE 2 & 3 ON SHT. 2) INSTALLATION ANCHOR 3/1e DIA. MASONRY ANCHOR ANCHOR CUP 1 BY WOOD BUCK BY OTHERS EXTERIOR FINISH BY OTHERS �® HOR ZONTALSECTION cup (MASONRY) WINDOW FRAME JAMB PERIMETER CAULK BY INSTALLER SASH SID RAIL 114' MAX SLUM (SEE NOTE 283ON SHT.2) INSTALLATION ANCHOR, CO WOOD SCREW ANCHOR OUP WINDOW FRAME JAMB SASH BOTTOM RAIL WINDOW FRAME SILL PERMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS CONCRETEMASONRY BY OT14 R8 ® ALTERNATE PRECAST SILL DETAIL CUP (MASONRY) • PROPRR:T•PYANO CONROENYM- THE INFORMATION CONTAWED IN TLS ORAYANOIS THE soLE PROPERTY OF 12/ST1 a winnow SYSTEMS. NC. ANY REPRODUCTION IN PART OR AS A WHOLE YATNOIP 1NE" WRITTEN PER&ISSIONOF CUSTOM VdNDOW SYSTEMS. 8JC. IS PROWBITED. • • ANCHOR CUP PERIMETER CAULK BY INSTALLER EXTEROR FINISH BY OTHERS INSTALLATION ANCHOR, NW' DIA MASONRY ANCHOR 114" MAX SHIM (8 NOTE 2 & 3 ON BHT. 2) (MIN: EMBEDMENT) - - 2J (MIN. EDGE GIST.) (t\ HORIZONTAL SECTION �.V CUP MOOD) a A I UPDATED PER NEW F8C REQUIREMENTS OT107106 1600 S.W. 44TH AVENUE OCALA, FLORIDA 34474 (MIN. EMBEDMENT) • a • a♦ a' a CONCRETE/MASONRY " ' BY OTHERS 2 BY WOOD BUCK BY OTHERS CAUIJ( BETWEEN BUCK a , o AND OPENING BY OTHERS • a a • a a •o• •e_o TALLATION ANCHOR WICUP DETAIL -LARGE MISSILE IMPACT CWS - 161 1 B i 11W NW. EMBEDMENT) EXTERIOR FINISH BY OTHERS PI3tIMETER CAULK BY INSTALLER WINDOW FRAME HEAD BASH TOP RAIL SASH BOTTOM RAIL WINDOW FRAME SILL PERIMETER CAULK BY Ws EXTERIOR FINISH BY OTHERS CONCRETE/IAASONRY BY OTHERS Cd r` •y y{ yti� ♦•Y CONCRETE/MASONRY BY OTHERS LUZ (MIN. EDGE DIST.) • : • • • • • P • • t• ► 1A• a • - • L • • O• P • e= I•-• (MIN. EDGE DIST.) • • ••• ••• ••• • • • • • •VERTICAL SECTION • • • • • • • •• • FRA • (MIONRYl • • • • • • • • • •• • • • ••• • DRYWALL BY OTHERS INSTALLATION ANCHOR. 3110 DL MASONRY SCREWNINEOPRENE BACKED WASHER THRU SCREW SUPPORT CAURJ<BETWEEN BUCK AND OPENING BY OTHERS ▪ - BY WOOD BUCK BY OTHERS U4° MAX. SHIM (SEE NOTE 2 8.3 ON WT. 2) CAULK UNDER SCREW HEAD BY INSTALLER DRYWALL BY OTHERS INSTALLATION ANCHOR, 3118 MA. • MASONRY SCREW NeNEOPRENE BACKED WASHERTHRU SCREW SUPPORT (MIN. EMBEDMENT) (MIN. EDGE LUST.) 1 Old• (MIN. EMBEDMENT) INSTALLATION ANCHOR. 3/10' DIA. MASONRY SCREW v4NEOPRENE BACKED WASHER THRU SCREW SUPPORT � r CAUIXIJNDERBCREW �� HEAD BYINSTALLER -. r � HIGH sTRENGTTI STRUCTURAL - GROUT BY OTHERS 10 0 1 -- 114' MAX SHIM - L (SEENOTE2&3 jinni DN BHT. 2) P a NI =ill - � P •y 4 44 4 4 ••.• 4 . 4 4�� • 4' ® HORIZONTAL SECTION FRAME (MASONRY) SILL STOOL BY OTHERS USE SOUD WOOD SUPPORT TO MAKE WU_ LEVEL BY OTHERS EXTERIOR FINISH BY OTHERS 1 BY WOOD. BUCK BY OTHERS SASH BOTTOM RAIL WINDOW FRAME SILL PERIMETER CAULK • BY W8TALLER CONCRETE/MASONRY BY OTHERS 114' MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) CAULK UNDER SCREW HEAD BY INSTALLER PERIMETER CAULK BY WSTAUER EXTERIOR FINISH BY OTHERS MOIL ® ALTERNATE PRECAST SILL DETAIL FRAME (MASONRY) • PROPRIETARYAND CGAROEtIW • TIE INFORMATION CONTAINED IN THIS DRAWINC3IS TIE SOLE PROPERTY OF CUSTOM, WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHALE WITHOU THE WRITTEN PERMISSON OFCUsTou DOw3 MUS. INC. IS PRomaREO. _- SASH SIDE RAIL WINDOW FRAME .IAMB 1 1111 (MN. EWEDMENT) 114' MAX. SHIN (SEE NOTE 2 S 3 ON SHT. 2) •� - T 1 ■ ye MAX SHIM (SEE NOTE 243 ON SHT. 2) 21h (MIN. EDGE DIST.) CAULK UNDER SCREW HEAD BY INSTALLER WNDOW FRAME JAMB INSTALLATION ANCHOR, 3H0' DIA. MASONRY SCREW v/NEOPRENE BACKED WASHER THRU SCREW SUPPORT CAULK UNDER SCREW HEAD BY INSTALLER ` !f/ • o - L ROB R O LOPIA3 • FL P.E: I.1 52514 - 1 1l4• (M N. EMBEDMENT) • • *ID S.W. 44TH AVENUE GALA, FLORIDA 34474 • L . a- INSALLAT1ONANCHOR DRYWALL BY OTHERS • O 2BY Moo BUCK • s : BY OTHERS INSTALLATION ANCHOR, P1O WORD SCREW WNEOPRENEBACKED • A • WAVIER THRU SCREW SUPPORT D CAULK BETWEEN BUCK • . ANDOPENING BY 07115115 CONCRETEIMASONRY Sy OTHERS PER EXTERIOR FINISH BY INSTALLER BY OTHERS ® HORIZONTAL SECTION FRAME (W0013) A UPDATED PER NEW FBC REQUIREMENTS 107/07/08 THRU FRAME DETAIL- LARGE MISSILE IMPAC • r • : 7/7/2008 CWS•161 �.>♦ 7OF8 ••• • • • • • • • • • •• • ••• • • • ••• • • • ••• • • • • 0 • •• •• • ••• • • CAULK BEHIND FIN BY INSTALLER EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY INSTALLER WINDOW WRAP , BY INSTALLER WINDOW FRAME HEAD WINDOW FRAME SILL WINDOW WRAP BY INSTALLER PERIMETER CAULK BY INSTALLER CAULK BEHIND FIN BY INSTALLER • • • • • • • EXTERIOR FINISH • • BYNOTO ERS • • • • • • • • • • • • SHEAT • • • . • • • BY OTHERS • •• ••• •• • • • •• • ••• • • • • ••• • ; • • • •• • • • • • • • • • • •• • • • • • • • •• • • • •• • • • • ••• •• • • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • •• • •• •• • • • •••• • • • • ••• • • ( ( - N. ANCHOR, . EMBEDMENT) WOOD MIN SHEATHING SY OTHERS 4 ® VERTICAL SECTION FIN (WOOD) 1 1R" (MIN. EMBEDMENT) INSTALLATION ANCHOR. 08 WOOD SCREW 2 BY WOOD BUCK 2 BY WOOD BUCK 8Y OTHERS BY OTHERS L 114• MAIL SHIM (SEE NOTE 2 & 3 ON SHT. 2) 114' MAX. SHIM (SEE NOTE 2 6 3 ON &HT. 2) 2 BY WOOD BUCK BY OTHERS INSTALLATION ANCHOR, 18 WOOD SCREW Zi (MIN. EMBEDMENT) SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS CAULK BEHIND FIN 8Y INSTALLER PERIMETER CAULK BY INSTALLER HORIZONTAL SECTION FIN (WOOD) • \ �4 • .'� • 7WSTALLATION ANCHOR FIN DETAIL -LARGE MISSILE. IMPACT �— UP MAX. SHIM (SEE NOTE 2 & 3 ON SHT. 2) WINDOW WRAP BY INSTALLER A UPDATED PER NEW FBG REQUIREMENTS II 07/07108 1900 S.W. 44TH AVENUE OCALA, FLORIDA 34474 PVC CASEMENT 8400 )HAWK UY: BAT NTS dtV. LbII nALE: 7/712008 • CWS -161 • 8OF8 BCIS Home 1 Log In 1 User Registration 1 Hot Topics 1 Submit Surcharge I Stats & Facts ' Publications 1 FBC Staff 1 BOS Site Map j Links I Search I Product Aooroval Menu > product or Application Search > Application Jst > A'• ; •ication Detail FL # FL7067 - R3 Application Type Revision Code Version 2007 Application Status Approved Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Michael LaFevre mlafevre @cws.cc Technical Representative Michael LaFevre ## Address /Phone /Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 MLaFevre @cws.cc Quality Assurance Representative Ralph Emminger ## Address /Phone /Email Category Subcategory Product Approval USER: Public User Compliance Method Certificate of Independence Referenced Standard and Year (of Standard) Custom Window Systems, Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mlafevre @cws.cc 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368-6922 Ext 208 Ralph@cws.cc Windows Horizontal Slider Evalua a • ° =port from a Florida Registered Architect or a Licensed Florida Professional Engineer iv Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Roberto Lomas developed the Evaluation Report Florida License PE -62514 Quality Assurance Entity Keystone Certifications, Inc. •••••• • Quality Assurance Contract Expiration Date 12/31/2010 Validated By Steven M. Urich, PE • •••• • L Validation Checklist - Hardcopy IfeeMIQed C• 10 a 7 XO 74x54).pdf Standard AAMA /101/I.S.2 -97 AAMA /W DMA /101/I.S.2/A440 -05 • • • • • •• • • • •• •• • • • • • • • • • • • •• • • • • • ••• • • • •• • • • • • •• • • • • • •• ■ - :2t0. is -e • • Year • •••• • • 1997 • •••• 2005 http : / /www.floridabuilding.org/pr /pr app dtl. aspx ?param= wGEVXQwtDgvmjvMZSg39J... 6/29/2009 • • • • • • • • • • • • • • Summa \y of Products FL # Model, Number or Name Description 7067.1 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Horizontal Slider (Impact) 74x54, XO Lim of Use pproved 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). Installation Instructions FL7067 R3 II CWS -157A (115 -8200 Imoact).pdf FL7067 R3 II DuPont PVB NOA 05 -1208 02.pdf FL7067 R3 II Mlkron NOA 06 -1220 01.pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL7067 R3 AE 510485A (Eval Rep 115 -8200 Imo t XO 74x54).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. 1 I Installation Instructions FL7Q67 R3 II CWS -232A (HS -8200 Imp_e 2.2X)dpdf FL7067 113 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 5104876 (Eval Rep HS -8200 Impact XOX 111x63).p.cl_f Created by Independent Third Party: Yes 7067.3 HS -8200 Vinyl Horizontal Slider Im•act 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 7! II u 01 06 -1 . _ A 01 + Verified By: Roberto Lo s 62514 • • • m • I Created by Independent ;hirrj 13 grty: Yes • • • • • Evaluation Reports • • • • • • • FL7067 R3 AE 510486P0Eital liep HSV se I pact • •' XO 72x63 . df • 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 i M Adminlsttatlon Next Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 • •••• • • •• •• • • • • • • • • • • •• • • •• • • • • • •• • • • •• •• • • • • . •••••• • • •••• • • • •••• • •••• • http: / /www.floridabuilding.org/pr /pr_ app_ dtl. aspx ?param= wGEVXQwtDgvmjvMZSg39J... 6/29/2009 • • • • • ® 2000 -2005 The State of Florida. All rights reserved. Coovrlaht and Disclaimer Product Approval Accepts: rt< VSR1? ?. ICI le I.I •••• • • • • • • • • •••• •• • • •••• • • •••• • • •• •• • • • • • • • • • • • • • • ••• • • • •• • • • • • • • •• • • • • • •• • • • • •••• • • •••• • • • • •••••• • http : / /www.floridabuilding.org/pr /pr app_ dtl. aspx ?param= wGEVXQwtDgvmjvMZSg39J... 6/29/2009 • • • • • • • • L. Roberto Lomas P.E. 1432 Woodford Rd. Clemmons, NC 27012 336 - 945.9695 Manufacturer: Custom Window Systems 1800 8.W. 44 Avenue Ocala, FL 34474 Product Line: 8200 PVC Horizontal Slider — Impact resistant Engineering Evaluation Report Report No.: 610485A 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 complles 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 comer 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 infiltration TAS 203-94 Cyclic Pressure Loading ±60.0 psf design pressure b) Report No.: NCTL 210- 3167 -113, 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 1886/E 1996 Cyclic Load Test, ±60.0 psf design pressure AAMA/NWWDA 101/1.9.2-97 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: • Maximum design pressure: ±60 psf • Maximum unit size: 74° x 54° • Maximum D.L.O.: 33 3/16° x 49 13/16" • Units must be glazed with %" IGU consisting of outboard Iite 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 interiayer 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 08 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 ordig; ting the • • • product(s) for which this report Is being Issued. Also, I don't hap nor will acquire a financial interrstfrt spy othesentit» • • involved in the approval process of the listed product(s)r * ' '" < •••• • ••••• • • •• otunio ' o • •• •• • \t L � • / /j � _ •••• • • • ,- : • • • � a'f OF � i1J .. • Luis R. Lomas, P.E. L • ti a ,, i :, FLNo.:62514 � 7/7".:1C.'' 07/15/2008 •••• • • •••• • UPDATED PER NEW FBC REQUIREMENTS j 07/07/08 ENERAL NOTES & ELEVATIONS - LARGE MISSILE IMPACT .1vIlx -PVC HORIZ. SLIDE 7/15/2008 • CWS -157 Ht 1 OF 8 HORIZONTAL SLIDER ELEVATION (LARGE MISSILE IMPACT) l 55114' MAX OVERALL FLANGE HEIGHT MAX. UNIT HEIGHT 1 4913/16' GLASS DLO •• ••• • • • • • • • .• •• • • •■ • • • • • • • • •• ••• •• • • • •• TABLE OF CONTENTS 'GENERAL s110TFil; ZLEVAl2 ��_ ANCHOFPSOHEDU AND TF� .... * ._.. 2 DESIGN RLSSURES & GLAZj)NII._. SECTIO ALTAFRAME...a.- ....__..•._....44 EXTRU & BQ,L•OF MAAEFOALS....S INSTAL.LA ON D AILS_." -- ! _..... •......8 -8 • • • • • • • • • •• • • • • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 75 1/4" MAX. OVERALL FLANGE WIDTH 791 MAX. UNIT WIDTH 3.6_1(r MAX. SASH WIDTH e- x 333116' -t>= = =_�"_ USS8IDE ° Orn" & 'WO' MAX. SIZE 47114' GLASS DLO o PROPRSETARYANDCCONDgTRAL • THE INFORMATION CONTAe4E0 saws DRAWHO IS THE SOLE PROPERTY OP /4 " . L WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE W 11trOLP.'RiE FL PE: WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. NC. IS PROHIBITED: fVC 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:'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. 5. 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 "0/X', "XAO': NCTL- 210.3167 -113, NCTL -210- 3167 -1 9. SERIES / MODEL DESIGNATION HS -8200. 10. WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER AU. 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. 0 a FIXED SASH 12. SECTION CALLOUTS FROM M( ELEVATION APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. ti 6 b WINDOW SYSTEMS 1900 S.W. 44TH E C9)Z3IL.A, FLORIDA 34474 1 A UPDATED PER NEW FBC REQUIREMENTS 07/87/08 Witt ?J; A • y..� - MA SCHEDULE & NOTES - LARGE MISSILE IMPACT 7/15/2008 CWS -157 20F8 X - I G IC MAX 19_ MAX. O.C. GYP) ANCHOR LAYOUT - (FLANGE) THRU FRAME a CUP (MASONRY OPE EICO • • • • • • • • • • • •• • • • • • • • • • • • • • • •• • • • • • • • •• • • • • ••• • • O 18_ � O.C SEE NOTE 2 INSTALLATION ANCHORS T/P. NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. 2. SHIM AS REO'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 114'. USE SHIMS WHERE SPACE GREATER THAN t /16 IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BE I 1 EH. WOOD SHIMS ARE NOT ALLOWED. 4.3/18' DUI. 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 BE ACHIEVED. 5. #10 WOOD SCREW ANCHORS MUST 8E OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3(8' INTO 2 BY W000 BUCK. 6. B8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 112' INTO 2 BY WOOD BUCK FOR FIN INSTALLATION • • • • • • • •�" •• • • • 7. SEAL CORNERS WITH SMALL JOYIT BEAy StAII • •• • • • • ••• • 8. ALL INSTALLAjIQR AtF14:IRePil TI%I/IAT t: A O SHOSION RESISTANT MATERIAL OR COATING. 9. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 10. INSTAL141 Qt.! AEI OR CAA I R PROj7�C�TS EN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A.WOOL1 -MQN SPECIFIC RAV e OFG .42 B. CONCGETE - MINIMUM C aMPRE SjR gill 4ff 3!0t1 P51. C. MASCARA- STRENGTH ODNIORMOJICE TO ASW I 0090•GRADE N, TYPE 1 (OR GREATER). • • • • ••• • PROPRIETARY AMCO Rw 9UM THE PFORMATDJN CON TAPED M THIS ERMINE; IS THE SOLE PROPERTY OF CUSTOM WIDOW SYSTEMS. PC. ANY REPROOUCTEN IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERLEESION OFCITTOM WINDOW SYSTEMS, WC. IS PROHENTED. ANCHOR LAYOUT - (FINI 'MRUNNIIAi FDI IWOOD OPEFOBTI INSTALLATION ANCHORS TYP. COMMODTIY srims (14P- 'Ill") HE]GHT (IN WIDTH (IN) GLASS TYPE 19 1/8 38 3/8 I 50 55 1/4 26 A,11 +60/ -60 +60/-60 +60/ -60 +601 -60 281/2 A,B +601 -60 +60/ -60 +60/ -60 +60/ -60 37 A,B +60/ -60 +60/ -60 +60/ -60 +60/ -60 531/8 A,B +60/ -60 +60/ -60 +601-60 75 1/4 A,B +60/ -60 +60/ -60 (0 +60 /-60 ) j . , +601-60 WIDTH (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 • • • • • • • • • •• ••• • • • • • • • • •• • •• A,B A,B A,B A,B A,B A.B A,B A,B A,B A,B A,B • • • • •• • • • • • • 17 7/8 +60/ -60 +60/ -60 +60/ -60 +60 /-60 +60/ -60 +60/ -60 +60/-60 +60/'60 r Nil il r• C y; 1/2- GLASS • ••• ••• "` 1 • BITE• • • %LA&TYPE4 • i : • • • • • • • • • • • • • •• • • • • • • •• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• • • 291/2 311/2 +60/ -60 +60/ -60 +60/ -60 +60 /-60 +60/ -60 +60/ -60 460/ -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 +60/-60 +60/-60 +60 / -60 +60/ -60 • • • • MODULAR (MIT WENDOW s)ZE) +60/ -60 +60/ -60 3/4' OVERALL 1/8' ANNEALED GLASS 5/16' AIR SPACE 51 16' LAMINATED 1/8' ANNEALED GLASS 3/32' DUPONT PVB INTERLAYER :/8'1114EALED GLASS 1182G11T(1N) 351/2 391/2 +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 /-60 +60/-60 +60/ -60 +60 /-60 +60 / -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 GLASS TYPE B 1/2' GLASS 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 1/6' TEMPERED GLASS 5116' AIR SPACE 5/16' LAMINATED 1/B• ANNEALED GLASS 3/32'. DUPONT PVB INTERLAYER 1/8' ANNEALED GLASS 43 1/2 +60/ -60 +60 /-60 +60/ -60 +60/-60 +60/-60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60 /-60 +60/ -60 THE INFORMATION CONTAINED IN THIS DRAW,IO IS THE SOLE PROPERTY YOF (,TJ326 N WINDOW SYST EMS. PIC. ANY REPRODUCTION N PART OR AS A 'WHOLE WITHOUT THE WRITTEN PERMMSI0N OF CUSTOM WINDOW SYSTEMS. s .Is PROHIBITED- - PRaTARY AtiD11AL 47 1/2 +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/-60 +60/-60 I NOTE: E INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE. • T, 3 ROB . R-P.E .1 r / 4. Ls ,+2814 A UPDATED PER NEW FBC REQUIREMENTS 107/07/08 alt WINDOW SYSTEMS ISCIOI:W. 44TH FLORIDA 34474 CHART & GLAZING - LARGE MISSILE IMPACT 7/15/2008 cWS -1 HECT: 3 OF 8 OVERALL FLANGE HEIGHT SEE GLASS TYPE DETAIL SHT. 3 • • •• ••• • • • • • • • • • • • • • • • •• • • • • • INTERIOR •• • • • • • • •• • • • • • •• • • • • •• AL.TERNA FIN FRAME OTE: ITEMS 22, 27, 29, 36, 41, 42, • • • Se 53, ATV 54 ARE USED BUT • • 4 SYiOSJNIM CLARITY. • • •• • • •• • • • • ••• • 0 • THE INFORMATION cow ANED N THIS GMWNG IS THE SOLE PROPERTY Cf pLISTQM WI 4OW SYSTEMS. INC. ANY REPRODUCTION W PART OR AS A WHOLE W ITIIWTTNE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROMISITFR '- DETAIL D (JAMB IMPACT HOOKS) �L RO�ERTl1LOk,G FL P.);: NO. 62514 UNIT WIDTH JNTERIOR EXTERIOR OVERALL FLANGE WIDTH (13\ TYPICAL HORIZONTAL SECTION �4I hdr6: LEFT SHOWS RTES LITE CUT AWAY. RIGHT SHOWS SASH CUT AWAY IMPACT HOOK SPACING: 1) JAMB HOOKS: A) E FROM UNIT EDGE TO EDGE OF HOOK 6) A THIRD HOOK iS CENTERED IF UNIT HEIGHT IS GREATER THAN OR EQUAL TO 35 314 ". 2) SASH CATCH: A) 2.112" FROM SASH CORNER TO EDGE OF CATCH. 6) A TFSRD CATCH IS CENTERED IN SASH IF UNIT HEIGHT IS GREATER THAN OR EQUAL TO 35 314 ". SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 1/4. IMPACT HOOK SPACING: 1) HEAD HOOKS: A) 6" FROM UNIT EDGE TO EDGE OF HOOK 8) A THIRD HOOK IS CENTERED IF UNIT WIDTH 15 GREATER THAN OR EQUAL TO 61 314". 0) INNER HOOK 3 718' FROM EDGE OF MTG RAIL 2) SASH CATCH: A) 2 -172' PROM SASH CORNER TO EDGE OF CATCH. 6) A THIRD CATCH IS CENTERED IN SASH IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 81 314'. SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 114 ". UPDATED PER NEW FBC REQUIREMENTS 07/07/08 WINDOW SYSTEMS ' 900 S.W. 44TH AVENUE OCALA, FLORIDA 34474 SECTION VIEWS a ALTERNATE FIN FRAME - LARGE MISSILE IMPACT _•cam : r . PVC HORIZ SLIDE 7115/2008 CWS -157 40F8 • • • • • • • • • • • • • • •• • • • • • •• • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • •• • • • • • - • • - • • • - • •• •• • • ••- • • • • •. • • • • • • • - • • • • •• - • • • 17°a�,7° ° O N CONSTRUCTION �R' � CORNER CONSTRUCTION Ilan 8 Pert fl Description 3 1J8'� p 1 RR803 Ma'vI Fr., sR w., wa Head - 2 H-6031 Meld Fr., S1{ *Mg, PVC. Si 3 1/8' ---I 1 2 3 : / 2 3116' -- 3 4 1+6631 ® H-61 Math Fr.. SRL w /Rg.. PVC. L Jb. Main Fr.. SH, writ.. PVC, R Ja. it ..._ � - '� I � � - {s ' , 1 ! T 1 Sr �t 5 H 1JeaL Rai, 1x4 I I �.�'.. ". : 1 6 S Ra d. Fad. MR 2 1vie* ` . — 1 ' 1 3 9118' CORNER EL0 (ALL SIDES) CORNER R WELD (All SIDES) 7 E H-6027 11.1497 Sash Meet Rai, PVC Raid. Sash Meet Rai ' r ' , . , y: r ".... PVC SASH MTG. RAIL -6027 7 H-6029 Sash BoBom 11ai, PVC (S.S.R. lar RS - L1 FRAME FLANGE -6031 10 8 Pail Sall/SSA. BIOL. 1 • SCREWED ED TO G RAIL FIXED SCREWED TOGETHER ' E - ,:.:,._;' 21 1+6004 sash Skle/TOprBOt. Rd PVC Poets. PVC FRAME FIN -6026 13 5-6 3/4 � Pert. 14 5.6016 Gk. Bd., 3 /4',Fxd. Vert 5 1 1178' 15 S-60t8 Gk.1ki., 3/4•,Sash, Hat. f 1 1SJt6' --{ I 1 �� f i'} 16 S -6016 L'dt Ed, 36t',Sesh, Vert. _ 1 1A (t I .,. ' �-1 i I 1 13116' T'�� T ( :. .. 17 5.8013 Gem. Adapt, wJ14p, PVC. Hare. r �1 �i 1 sir '� j 1 9 20 576 Fame c PVC, "�� - L.- 17n6•• .i l!. I; 1 � l 1 SASH Nil-G. RAIL -1497 ALUM" REINF. 6063-T6 z1 u 5.1556 5-1556 8-1504 ,tau. Sash C IO*I PVC. Impact Anchor and 1 NW I..- PVC FIXED MTG RAIL -6001 PVC SASH TOP/BTM RAIL -6004 PVC SASH SIDE RAIL -6028 t 4 z3 43644 Paler. Tandem 24 P-3783 1 wC 25 x3784 Keeper. Ilp8CL P/C 26 x3215 Weep Cover w/ Flap y g 41 1 1 /d' I7 43883 Herd. Rote. FAA. 1 U4 T j r' L. 0 3/16" -- 3/4- � I �' 26 43429 Wstp., 0270x .187 beckFeS8al. Gray , 3B" sra• �- ., —, r —t 26 P3786 86x2.600RI PVC GLAZING BEAD -6016 36 8-1112 Glazing Bead ROLLER TRACK - 1678 I • -11/6 SASH IMPACT HOOK -1556 FIXED MTG. RAIL -1499 S.B.RJS.S.R. -1498 t2• 31 P3768 28x 0.625 MPH 9413 32 FV051W 38it 12513 FhFHT331.WhL ALUM. 6063 -T6 ALUM. 6063 -T6 ALUM. REINF. 6063 -T6 ALUM. REINF. fi063 -T6 ' 33 P-3748W 68 x 0.625 CI1ad FH TBL Wh1. 34 P-3010 &d3 Vinyl w1 ROI Base, .3501-1gh 11 35 P - 3 5 3 1 68 x y8- screw, Fran• yrpact Hook sl18. 1116" r 1 5/16 5/16' Q:,? PVC SCREEN CATCH - 6013 34 43342 Seams ,5663504 9 PVC SCREEN SUPPORT -6014 L 37 P Cap Rug. 1/2 16s I - 7rg• 1 T r L--- 38 0.9436 Hat Mel, TruSeai•1t 39 P Hot Mat, Tru.Sea ?'H• 212" ----I ANCHOR CLIP, P -3780 FRAME IMPACT HOOK -1577 Ins --•1 3x16- ALUMINUM 6063 -T6 ALUM. 6063 -T6 (HS HEAD) � NIEMENSEEZEIER 40 x3352 Set. eIL, 85 Cur., 1/8• x SOY x 2' Lg. 41 P4738 1sa� Gold Can. Label. ME78b. 188=1ASt1E az x3661 Temporary Ltd. (6 RP) 43 83613 CWS L A (logo) - --- - 3. ~ I SCREW SUPPORT - 3113 44 • • Orb FVd • • • • • • 1118'• - {� - - 29/1 - • 3/8 1 S/16• as • cuss Sash p UPDATED PER NEW FBREQUIREMENTS G REQUIREMENTS 07/07108 46 47 1 P-3286 S Specp, 4raS.a4 Sash • • • • • r u 1 p � i . A tt/2' •1 � 3!4• 41!16" / + t , !1 t} ,I... __ � 's -• "�C o 1 � `' ,1 ' ' -�-� - ' f WIN SYSTEMS 1900 S.W. ddTH AVENUE OCALA FLORIDA 34474 43 FCJ1I FrarIVHodz.• • • •• 7- ^-- 0 Ua- 1 - n 43218 sermon Frame, Vert SO 4332, scream Frame Comer Key �? FRAME IMPACT HOOK: 1_ ALUM. 6063 -T6 (HS Ji / l) yr PLAN VIEW OF ANCHOR CLIP • • ' 8-1 -P 358 3.5 mean ale 54615/0,01,55 8-z ) mama • Straw Spina* IFS O h . • • • • x: EXiAUSIONS & B.O.M. LARGE MISSILE IMPACT 33 - 1 Serer Vtab • • • • 54 r 1413033 • • • • • • &raen SsrsEIBSS • MOTE: ITEM 19 IS NOT USED IN THIS PRODUCT.' -° • FWC HORIZ SUDE•� . r.+6 a a• 7!1512008 . r... • . . •�•i S OF a 55 •5.1577 • • Frame Ca1c Head. etc. HS • • • • - • .. :. SOLE �L. PROPRIETARY IT IS O THE OW S WC. A R 7 DM18 W IN to 7i$ AS PNM•E III . G d r&7 WINDOW SYSTEMS F MY IN CU 1# 0 P D M WINDOW TICS t1 TE MT 08AS A WHOIE Mi3FMiJ mine, P63nassroN OF 1'XISTOt.I SYSTIJAS. Inc. IS PROF(IBR�D. i -• : , .... (:�� p i m> .. .: ..w • .'L RL3HER1� - t BZQB FL P".1:. NO. 412514 4 =. �,.: � - . : • -:• 56 51498 Paid. 533.8)55.8 YerL 58 83113 Screw PVC Support, •• • • • • • - • • - • • • - • •• •• • • ••- • • • • •. • • • • • • • - • • • • •• - • • • EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY INSTALLER CONCRETE/MASONRY BY OTHERS WINDOW FRAME HEAD CAULK BETWEEN BUCK AND OPENING BY OTHERS PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS BAN. EMBED MENT) 2 117' (MIN. EDGE DIST.) • 4 • 6 • • 4 CONCRETE'/ • 4 MASONRY „t, BY OTHERS •.e. :b 4 4 466 1/4 MAX SHIM • a • •$ (SEE NOTE 2 & 3 ON SHT.2) • • • • Qa • Oa EXTERIOR FNISSH! BY OTHERS INSTALLATION ANCHOR 311r DIA. MASONRY ANCHOR PERIMETER CAULK BY INSTALLER INSTALLATION ANCHOR, 3118' DIA.IAASONRY ANCHOR —1 BY WOOD BUCK BY OTHERS WINDOW FRAME JAMB O, ••• +4 1 BY WOOD BUCK p . • p • • • •.N �� BY OTHERS b.... ► a � fr p p o• IC" r S • 1 114' • o .a., .ID e••• i 4. Al Y • • : .. . p • . •�� . p 0. • . A (MIN. EMBEDMENT) s• . •• a .p• O. a pp.•V• g 1 - • P•• . • ••• ••• ••• • • " • • • • • • • • • (MIN. EDGE GIST.) • • • ® Y�R�K:AL SFT101t • • • • • • • • • CN. • • (M* ) / CRSTE/MASONRY IBYOI1ERS PROM:VARY AND CONFIDENTIAL : 711E NFORLV1TlON CONTAINED IN 11 ELS URAWBXi IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRO:43=KM W PART OR AS A WHOLE WITHOUT WRITTEN PERMISSKN OF CUSTOM WN41OW SYSTEMS, SIC. LS P5OtaffirED. WINDOW FRAME JAMB INSTALLATION ANCHOR. 3/18' DIA. MASONRY ANCHOR. elerN ALTERNATE PRECAST SILL DETAIL CIJP (MASONRY) A UPDATED PER NEW FBC REQUIREMENTS 07/07/O8 • • 111A 40 114• MAX SHIM (SEE NOTE 2 8 3 ON SHT.2) 2_I/2' (MIN. EDGE DIST.) 1 :VA' (MIN. EMBEDMENT) • • •� ' °„ INSTALLATION ANCHOR. a /10 WOOD ANCHOR. • aa ° ,a 8 c ' a CAUUKBE1WEEN BUCK AN D OP BY OTHERS EXTERIOR FINISH BY OTHERS 'ILLATION ANCHOR W/CLIP DETAIL - LARGE MISSILE IMPACT 7/15/2008 CWS -157 6OF8 • • • • • • • • • • • • •• • • • • •• • • • • • • • • • • • • • • • • • • • • • • •• • • •• • • • 2 , aea.. r , • _ ^3. A ( UPDATED PER NEW FSC REQUIREMENTS ( 07/07/08 I NSTALLATION THRU FRAME DETAIL - LARGE MISSILE IMPACT 7/15/2008 CWS -157 7 OF 8 t 1/a' (MN. EMBEDMENT) EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY INSTALLER WINDOW FRAME HEAD WINDOW FRAME SILL PERIMETER CAULK BY ) NSTALER EXTERIOR FINISH BY OTHERS CONCR BY OTHE CONCRETE/MASONRY BY OTHERS CAULK BETWEEN BUCK AND OPENING BY OTHERS 2]/Z (MIN. EDGE DIST.) n . • .4 a•• � ' • ..P a • •P • • . •• • • • ••• ••• • • 21 1+- A• •• :(MN.EDGE • • • • • • • •• • • • • •• • • •• • • • • • • • ••• • VERTICAL SECTION FRAME (MASONRY) ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • - •• • • • • • •• •• • • • • ••• • • DRYWALL BY CAULK BETWEEN BUCK OTHERS AND OPENING BY OTHERS CONCRETE/MASONRY BY OTHERS INSTALLATION ANCHOR 3/16' DIA. MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT. 1 BY WOOD BUCK BY OTHERS CAULK UNDER SCREW HEAD BY INSTALLER DRYWALL BY OTHERS 1/4' MAX SHIM (SEE NOTE 2 & 30N SHT. 2) INSTALLATION ANCHOR, 3/16• DIA. MASONRY SCREW &NEOPRENE BACKED WASHER THRU SCREW SUPPORT. INSTALLATION ANCHOR. 3,16 DIAL MASONRY SCREW wANEOPRENE BACKED WASHER THRU SCREW SUPPORT. CAULK CINDER SCREW HEAD BY INSTALLER 2 t)2 (MIN. EDGE DIST.) LUC (MIN. EMBEDMENT) HIGH STRENGTH STRUCTURAL GROUT BY OTHERS . I, ,I�17I' 1/4' MAX SHIM �� .,.. . i (SEE NOTE & 3 ON SIR. 2) .11 _1•11 00 00; , - MgalOWASI SILL. STOOL BY OTHERS USE SOLID WOOD SUPPORT TO MAKE 8I1.1. LEVEL. BY OTHERS 1 1t4 (MIN. EMBEDMENT) • (T) HORIZONTAL SECTION \1 FRAME (MASONRY) WINDOW FRAME SILL PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS 1 BY W000 BUCK BY OTHERS 1/4' MAX SHIM (SEE NOTE & 30N SHT. CAULK UNDER SCREW HEAD BY INSTALLER BY INS LX EXTERIOR FINISH BY OTHERS Y Y i;i s 'u : al I . C • ► • P ► D. � p t rD. p. I 2 VP' {-- CONCRETEMASONRY (MIN. EDGE DIST.) BY OTHERS (X) ALTERNATE PRECAST SILL DETAIL \7r1 FRAME (MASONRY) t.. • • a, PROPRIETARY ANDCOMRDENTIAL 7HE RFORLUTPON CQVTAINED N 7HIS OMWMNO IS THE SOLE PROPERTY OF .eS}1XT' WINDOW SYSTEMS, WC. ANY REPRODUCTION W PART OR AS A WHOLES'a1IT)KAJT'84E WRITTEN PERMISSION Of CUSTOM WINDOW SYSTEMS, 340. IS PROWSPER WINDOW FRAME JAMB f • 1303 (MIN_ EMBEDMENT) 1/4' MAX SHIM (SEE NOTE 2 & 3 ON SAIT. 2) CAULK UNDER SCREW HEAD BY INSTALLER WINDOW FRAME JAMB t EMBEDMENT) PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS INSTALLATION ANCHOR, 3/16' DM. MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT. CAULK UNDER SCREW HEAD BY INSTALLER 1/4' MAX SHIM (SEE NOTE283 ON SHT. 2) Q HORIZONTAL SECTION FRAME (WOOD) CAULK BETWEEN BUCK AND OPENING 8Y OTHERS DRYWALL BY OTHERS A INSTALLATION ANCHOR. • 010 WOOD ANCHOR W/ A NEOPRENE BACKED ! • • WASHER THRU SCREW • • • SUPPORT. ° 2 BY WOOD BUCK BY OTHERS SHEATHING BY OTHERS EXTERIOFI FINISH BY OTHERS CAULK BEHIND RN BY INSTALLER WINDOW WRAP BY INSTALLER PERIMETER CAULK BY INSTALLER WINDOW FRAME HEAD iffi WINDOW FRAME SILL CAULK BEHIND FIN BY INSTALLER PERIMETER CAULK BY INSTALLER •• ••• • 1 1/T (MN. EMBEDMENT) 1I INSTAU INSTALLATION ANCHOR, Ir= B8 WOOD SCREW a 2 BY WOOD BUCK BY OTHERS • WINDOW WRAP • °� o• BY INSTALLER • • • • • • • • , a • • INSTALLATION ANCHOR. EXTe1#OR • • • • • y + • • • 28 WOOD SCREW BY OTHERS e, o• ° � S I HEATHING • • tiY?THERS • • • • • I—. 1 1 • • • • • • • • •(MIN. EMBEDMENT) • • • • • • • • • • • • • • • � R S :CTON : • • • FIN (WO•BII • • 1 1/4' MAX SHIM (SEE NOTE 2 &3ONSHT.2) i/4' MAX SHIM (SEE NOTE 283 ON SHT, 2) 2BYWOODBUCK BY OTHERS SHEATHING BY OTHERS 2 BY WOOD BUCK BY OTHERS INSTALLATION ANCHOR. 68 WOOD SCREW LUZ (MIN. EMBEDMENT) � ' ,.� AMB W FRAME r EXTERIOR FINISH BY OTHERS CAULK BEHIND FLY BY INSTALLER UPDATED PER NEW FBC REQUIREMENTS PROPRIETARY Um CONFIDENTIAL - THE INFORMATION CONTMNED N THIS CRAW eS3 IS THE SOLE PROP@itt OF WINDOW SYSTEMS, INC. ANY REPRODUCTCN IN PART OAFS A WHOLE WIM1 I�I[ WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. •!C. S PROHIBITED, • or d °....No HORIZONTAL SECTION FIN (WOOD) 114' MAX SHIM (SEE NOTE 2 & 3 ON SW. 2) �-..•� WINDOW WRAP BY INSTALLER PERIMETER CAULK BY INSTALLER WINDOW SYSIEMS 1900 S W. 44111 AVENUE • LA, FLORIDA 34474 07/07/08 ALLATION ANCHOR FIN DETAIL - LARGE MISSILE IMPACT C HORIZ SLIDE • 7/15/2008 DO . { «, • • : CWS -157 80F8 • •• • • • • • •• • • • • • • • • • • • • • •••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • h • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 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 -LNII 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 manufactures oeits:distributora • 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 pageeE! ?, "as well as • approval document mentioned above. • " "• • • The submitted documentation was reviewed by Ishaq I. Chanda, P.E. �' �' • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.miamidade.gov/buildingcode • • •• •• •• • • • • • •• • NdA:No 09.310.05 Expiration Date: June :6,10 Approva s ate.June 244009 • 4.g.! • • • • • • • • ••••• • • • • • • 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 Vigar, 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 Al Farooq Corp., dated 04/28/08 and last revised on 06- 02 -09, signed and sealed by Arshad Vigar, P.E. 2. Complies with ASTM E1300 -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 financial 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. •••• • kS6 . `L‘. -11 • • E -1 ..Ia'q I. C$anda,1 Prodao•Qontrol Examiner .' 4 A Nor09 -0310.05 • Expiration Date: JAVA): 2014 • • Approwaf Date: Junes 2009 • • I I I 1 Iiiiii • Al .Lb 114013H dV31 / I // . 41-.7--- V / AC { / LEAF II II \ i I T -- 'ip`- -- r\ O .. \ 1\ \\ ,, =v4,--.-. \' - IN- A/yfIVE \ LEAF' \ 11 it II j / II nn/f -- :J'L - == 11 if / / / / .11 I I 1 1 1 1 I .6 /£ S6 'WO 'TO I) 1111 / i / ACIgIVE LEAF II X -\ ft \ II II V I - - - Try II 11 \ 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 DOOR, SIDELITE OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REOUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOGn HI direNEWOIS (H $1S' B �VWW) •. • • • • WOOD LOADS B 0•TH B 0 S C R ' t,�E�.r.�1yJ '- TO TRANSFER • I� EMBEDMENT TOO BASE t TERW. SHALL L D O BE ORWALT. DRESS ANCHORS NG OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOjif QURAIQN USUSE 1 IP DESIGN♦OS r CtHO1tS INTO WOOD ONLY. MA INCL ING BUT NA L U A MITEVT0 STEEL a T .HAT COME INTO OF o 1 FLOE ( D SEI N 2001841 L ME E REQUIREMENTS • • ••• • • • • ••• • • • • • • • • • • • • • • SEE SE FOR TF RATING 'OD DETAILS , • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• DOOR HINGES SEE SHEET 2 FOR QUANTITIES & CAPACITY 5" MAX. HEAD /SILL CORNERS 42" FRAME WIDTH 13 MAX. _ HEAD /SILL D.L. OPG. 39 1/8" LEAF WIDTH SURFACE APPLIED FALSE MUNTINS MAY BE USED (2) ADDL. ANCHORS AT 3" 0.C. AT MTG. STILE ENOS REO. FOR WOOD OR WOOD BUCK INSTALLATIONS ONLY DOOR HINGES SEE SHEET 2 FOR QUANTITIES & CAPACITY MIAMI -DADE COUNTY APPROVED MULLION SEE SEPARATE NDA TYPICAL ELEVATIONS yr_ SHUTTERS ARE NOT REQUIRED. E SEE SEPARATE NOA FOR SIDELITE RATING AND DETAILS 13" MAX. HEAD /SILL 29" D.L. 099. 36 3/8" LEAF WIDTH THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.1 J 29" D.L. OPG. 36 3/8" LEAF WIDTH Env ARSNAD VICAR CMI. FLA. PE 9 38863 C.A.N. 3538 5' MAX. HEAD /SILL CORNERS 5 n m� 8 W PRf3DUCTRBNRWEp MoD complying the Florida Amptava V - /S Z! r7 'd� FLadoa Date o 1l) !gj L44 Li .1 Division de anima nrou Z W 0 RI V 'o on—ea r.11 fa 0 1 • 0 . I a u 8 M v M 1 ° E5 Z 7 ) m U " W CP O a Z g v oe 0 W N� W 0 n m D a+ 0 c 8 1 drawing no. W04— 01 sheet I of 5 ITEM p PART B RECD. DESCRIPTION MATERIAL MANF. /SUPPLER /REMARKS 1 ER006 AS REOD. DOOR FRAME 6063 -T6 - 2 ER012 AS RECD. DOOR LEAF 6063 -76 - 3 VZ1566 1/ LEAF D00R BASE BOARD FRAME SILL 6083 -86 - 4 VZ -1483 1/ DOOR 6063 -76 - 75.0 - 1/ DOOR SILL BASE 6063 -T6 - Imin I VZ -1481 AS REOD. ASTRAGAL STILE 6063 -76 - VZ -1535 4/ LEAF GLAZING BEAD 6063 -16 - 8 2801 AS REOD. GLAZING GASKET VINYL - g _ 10 1001 /50 1/ CORNER CORNER KEY ALUMINUM MONTICELLO 11 006008 4/ LEAF HINGES ALUMINUM GIESSE 12 810 X 3/8" 4/ HINGE HINGE INSTALLATION SCREWS - PH MACHINE SCREWS 13 - AS RECD. BULB W'STRIPPING - - 14 810 A 2 AS REGD. ASSEMBLY SCREWS - 181 SELF DRILLING 15 812 X 1 -1/4 - FRAME ASSEMBLY SCREWS - SMS DESIGN LOAD CAPACITY - PSF SINGLE (X) DOORS DOOR SIZE GLASS TYPE 'A' WIDTH HEIGHT E 1 ® - 2*,� 8/8 775.0 "._. •.r_" 0 . 6/8 75.0 85.0 3/6 7/0 7 85.0 2/6 75.0 85.0 3/0 7/0 75.0 85.0 3/6 75.0 85.0 2/6 INSTALLATIONS WHERE WATER INFILTRATION 75.0 85.0 3/0 8/0 75.0 85.0 3/6 75.0 85.0 DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE 15 REQUIRED. DESIGN LOAD CAPACITY - PSF SINGLE (X) DOORS DOOR SIZE GLASS TYPE '8' 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 3/3 100.0 140.0 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 15 REQUIRED. DESIGN LOAD CAPACITY - PSF DOUBLE (XX) DOORS DOOR SIZE CLASS TYPE 'A' OR 'B' WIDTH HEIGHT EXT. ( +) INT. ( -) 5/0 8/8 75.0 75,0 6/4 75.0 75.0 5/0 7/0 75.0 75.0 6/4 75.0 75.0 5/0 8/1 75.0 75.0 6/4 75.0 75.0 LOADS SHOWN ABOVE ARE FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS NOT REOUIRED. MIT EXTERIOR( +) LOADS TO 48 PSF FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE 15 REQUIRED. • • • • • • • • • • LOCKS SINGLE DOORS: 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) 98 X 3/4' WAS HINGES SINGLE DOORS; TWO- HANDED COMB HMG EXTRUDED ALUMINUM BRIDGE 2 BY 'GIESSE (5) PER LEAS ! • • AT 6 ". 12" 35 . 63 -1,Z2' D • 92 -I /2' VON TOP OF. Re • • • • •• ••• •• ••• ••• • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• LOCKS SINGLE DOORS: MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF ACTIVE LEAF PART 902181 ATTACHED WITH (4) 810 X 1 -1/2' SINS. 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) 98 X 3/4 SMS HINGES SINGLE DOORS; WO-HOMED COMB WING •XTRODED ALUMINUM BRIDGE 2 %Y *E55E' • i'7) PER LEAF AT 7/0 AND 8/0 DOORS AT 3 ", 9• AND 26 -3/8' FROM t0P9 BOTTOM. ONE AT MIDSPAN (8) PER LEAF AT 6/8 DOORS AT 3', 9" AND 26 -3/8" FROM TOP AND BOTTOM • • • • • • • • • • • • •• • • •• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • • • •• • • NOTE: TOP AND BOTTOM FLUSH BOLTS MUST BE ENGAGEO DURING PERIODS OF HURRICANE WARNING. LOCKS DOUBLE DOORS: ACTIVE I F##F', MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF ACTIVE LEAF PART 902181 ATTACHED WITH (4) 98 X 1 -1/2" SMS. 3 POINT LOCK SYSTEM Al" ACTIVE LOCK STILE 36' FROM BOTTOM. KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. EaCTIZE_LEAE MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF INACTIVE LEAF PART 902168 ATTACHED WITH (4) 98 X 1 -1/2" SMS. HINGES DOUBLE DOORS) TWO- HANDED COMB WING EXTRUDED ALUMINUM BRIDGE 2 BY 'GIESSE' (5) PER LEAF AT 6 ". 12 ", 35', 63-1/2" AND 92 -1/2" FROM TOP OF DOOR 3/16 HEAT STREW!) GLASS .090" INTERLAYER BUTACITE PVB BY 'DUPONT' 3/18' HEAT STREN'D CUSS GLASS TYP PRODUCPREN WMl1Rw Bultllogeoft AmiltaUte Ng ? '& /Q '0 Esp hatIoo DoTO awe' to, ZO /' B - �a(A Lt,ytiJ� RDe•i�e O Idtkot SIUCONE GE 5C5 2800 SILGLAZE II 5 m GLAZING OPTIONS TE Division GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. OUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 Engl.: AR VIQAR CNR. FLA. PE if 38863 CAN. 3536 (/ JUN 0 2 2009 3/16 HEAT STREN'D GLASS .100' INTERLAYER SENTRYGLAS PLUS BY 'DUPONT' 3/16" HEAT STREN'D GLASS ASS TYPE 'B' SILICONE GE SCS 2800 STLGLA2E 11 8 z N O 4 8 0 v 8 19 ae cc ° I < drawing no. W04-01 4' (sheet tot 5 ) • • • • • TYP1 SE` !LEV. 17 SPAONa TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING • •• • • • • • • • • • • • • • • •• • •• • • • ° •IL O • 0 V a "e • °• • • • • • • • ••• ., . •• � • • ••• • • • • • ••• • • • • • ••• • • • • • • • • • • • • • • • • • ACCESS HOLES WITH PLUGS #8 X 1/2" SUS 3" FROM ENDS AND 10" 0.C. MAX. (4) ell X 1" SUS AT 2" O.C. MAX. AT CENTER OF SILL REOD. AT DOUBLE (XX) DOORS ONLY 1BY WOOD BUCK , v 4 J SE E SEPARATE NOA ' FOR TRANSO RATING AND ETAILS =3 j 1 1 I I I TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING .1 \ MIAMI -DADE COUNTY I APPROVED MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING mama artgOrdo es =bawl* ammogite; im Date L 2-02.0 9 19s TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING METAL STRUCTURE WOOD BUCKS AND METAL STRUCTURE NOT BY EUROTECH MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. S: Fu =177 K51. Fym155 KSI) 013 OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 1/4" DIA. TEKS /DRIL -FI EX SFI F DRII I L SCREWS (GRADE 5 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS INTO METAL STRUCTURES STEEL : 1/6" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL FDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE 1'c a 3000 PSI MIN. C - 90 HOLLOW /F1LLED BLOCK I'm, = 2000 PSI MIN. SEALANTS; ALL FRAME AND LEAF CORNERS AND JOINTS SEALED WITH ADSEL OR TEKNA 50729 SEALANTS. Erpr. ARSHAO -510AR CIVIL FLA PE a 38863 CAN. 3538 JUN 0 2 7009 SEE ELEV. FOR SPACING c 0 N 4 M in 0'1 gNd c r� V M W 2 Z g 0 agEO 0 0 e, 0 1 b &owing no. [ W04 -01 meet 3 of 5 ) ACTIVE LEAF 13 IN- ACTIVE LEAF O ir TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIM • (C) MIAMI -DADE COUNTY APPROVED MULLION SEE SEPARATE NOA 11 1 SEE SEPARATE NOA 11 FOR SIDELRE RATING AND DETAILS 11 11 4 _ G A IN Hi 1 1 II ti 0.1 1 C(, •• ••• • • • • • •• • • • • • • • • • • • • •• •• • • • •• • • •• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • •• • • •• IT • • • • • • •• • 1 ACTIVE LEAF 0 -E SINGLE DOOR ® 0 ( 2) @8 X 3/4" SMS EXTERIOR D.L. OPG. LEAF WIDTH f 1/4" MAX. SHIM SPACE METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIM PRODUCT RENEWED ea complAng withMsElands Butdbm A a No Cf_o3( o•0 Expiration Dale, Tome (0 z0lt/ sl4 I,, L TPmdael ,,lR » 1/4" MAX. Alvan FRAME WIDTH DOUBLE DOOR O.L.O. (2) #8 X 3/4" SMS LEAF WIDTH Env: ARSHAD VICAR C FUL PE j 38883 C.A.N. SHIM JUN 0 2 2UU9 28Y, w000 BUCK OR \ yR / WOOD • TRACT \ \/ TYPICAL ANCHORS SEE ELEV. FOR SPACING BY W000 BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING z ® 0 O pi cie0 06 v r O 0.QO 1 043 6E i I•z • zr a Ow • otX ZIn ca � mcven C) (4O•'• cr Z S aNlrH 0, 0 J Q X 1 1 li 8 drawing no. W04 —01 (sheet 4 o 5 ) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r _____ 3.937 .070 DOOR FRAME 2.830 3.673 I - .070 2J DOOR LEAF 1.772 - j .067 3.177 I�I 2.921 DOOR BASE BOARD 1.634 2.819 3.937 2.402 ASTRAGAL STILE 1.906 000 r .050 1.016 p— 2.000-1 • 1.00E9 •• I • +.•9• • • • .846 • VA" • • • • • i • • • • • • • • • • • • • —I 1.201 • • •• • • •• • • • O • • SILL BASE • • • 00 • GLAZING BEAD • •• • • • • ••• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • ••• • • • • • • •• ••• • • • ••• • • LEAF CORNERS FRAME TOP CORNFR FRAME ROTTOM CORNER Engr. ARSNAD wQAR CCM FLA. PE it 38863 CAN. /35 536 ■r1.11N 2 2004 PRODUCT a s `c•' m i4a 1 4frad ao p Nne -a i ..- 97 0 �7t'ga1 • CO, g 6 o Z rn c c m FFF O W � a 0z agEO c 0 0 n t m o 0 c d 9 o � S3 o l 1 0 drawing no. W04 -01 (sheet 5of 5J Florida Building. Code Online 1 4.'4 1 q oFIlL ERGONG, ;�" BQS Home 1 Log In 1 User Reg lstraUon 1 Hot Topics 1 Submit Surcharge 1 Stets & Fads 1 Publications Product Approval USER: Public User product Approval Menu > product or Application Search > Application List > Application Detail 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 Ucense Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard 'and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code L8841 -R1 Revision 2007 Approved Therma -Tru Corporation 118 Industrial Drive Edgerton, OH 43517 (419) 298 -1740 slasperson @tttechnologies.us Steve Jasperson sjasperson @tttechnologies.us Wendell W. Haney Standard Accepted Engineering Practice ASTM E1300 ASTM E1300 TAS 201, 202, 203 newt lied Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Flor Florida Professional Engineer L Evaluation Report - Hardcopy Received FBC staff ( BQS Site Map I Unks 1 Search PE -54158 •••• National Accreditation and Manages lent Ijistitute •••••• 12/31/2011 •••• • • ••• LF. Schmidt, P.E. • • • •• • I±! Validation Checklist - Hardcop•Riac &4rad •••• • • • FL8841 R1 COI CERT OF INDEPENi .pdf • • •• •• • • • • • • • • • • •• • • • Page 1 of 4 ered Architect or a Licensed • • • • • • • •• Yam 2007 • X 2004 • 2002 • •••• • 1994 • • • • • • • • • • • • • • • of Products FL #__ t _ 8841.1 � Number or Name j Descri • Hon _ ___ _ l _Model A. "Construction Series" _ x 6'8 "Impact" Steel Single Door - Inswing or lOutswing (X Configuration) 1 of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.1 for Design Pressure Ratings, any addltlonal use limitations, Installation instructions and product particulars. ! Installation Instructions FL8841 R1 II INST 8841.1.odf Verified By:. Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL8841 R1 AE EQ- E84- 00- 04.pdf F18841 R1 AE EVAL 8841.1.pdf Created by Independent Third Party: Yes 8841.2 IB. "Construction Series" 3'0 x 6'8 "Impact" Steel Single Door with Sidelite - I Inswin• or Outswin• XO or OX Confl•uratlons I Limits of Use --- -- - - -- ------- -� - - - - -- Approved for use in• HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.2 for Design Pressure Ratings, any addltlonal use limitations, Installation Instructions I and product particulars. (Note - ASTM E1300 -02 utilized for areas Inside the HVHZ) installation Instructions FL8841 R1 II INST 8841.2.pdf Verlfled By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL8841 R1 AE EQ- E84- 00-04.pdf FL8841 Ri AE EVAL 8841.2.pdf Created by Independent Third Party: Yes 8841.3 r. "Construction Series" 3'O x 6'8 "Impact" Steel Single Door with Sidelltes- Inswing or Outswing (OXO Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.3 for Design Pressure Ratings, any additional use limitations, Installation Instructions and product particulars. (Note - ASTM E1300 -02 utilized II for areas Inside the HVHZ) Installation Instructions FL8841 R1 II INST 8841.3.pdf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes. Evaluation. Reports FL8841 Ri AE EQ E84- 00- 04.pdf FL8841 R1 AE EVAL 8841.3.pdf Created by Independent Third Party: Yes 8841.4 D. "Construction Series" HVHZ: Yes HVHZ: Yes for Design Pressure Ratings, Installation instructions 1 6'0 x 6'8 "Impact" Steel Double Door - Inswing or 'Outswln . XX Confl . uration Limits of Use Approved for use in Approved for use outside Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.4 lany addltlonal use limitations, and product particulars. Installation Instructions FL8841 R1 II INST 8841.4.pdf •••• Verlfled By: Wendell W. Haney, P.E. 54155 • Created by Independent TItd Pity: Yes • • • • Evaluation Reports • • • • ••• FL8841 Ri AE EO E84 0044,erif • • • t: - : E q : :4 • • Created by Independent Th ra • _Pty: Yes , 8841.5 ' i E. "Construction Series" 6'0 x 6'8 "Impact" Steel Double boor with Willits* Inswing or Outswing (OXXO Cd'hl1Muratlon)tonflguratlons ' up to 8'0 In height) • • • Limits of Use Approved for use In HVHZ: Yes I Approved for use oiitslde HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.5 for Design Pressure Ratings, any addltlonal use limitations, Installation Instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas Inside the HVHZ) Installation instructions • • • • • • • • FL8841 R1 II INST 8841.1.pgf • • • Verified By: Wendell W. Haaey,�.tw 54158 Created by Independent Third Parts': Yes • • ' Evaluation Reports • • • FL8841 R1 AE EO- E84 -00 ,adf 2 q • •••• a � • FL8841 R1 AE AL 8841. pdf • • • Created b y Independent Third Party: Yes • 8841.6 F. "Premium Series" 3'0 x 6'8 "Impact" Steel Single Door - Inswing or Outswing (X Configuration) Limits of Use Approved for use in HVHZ: Yes installation Instructions FL8841 Ri II INST 8841.6.pdf Florida.Building Code Online Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved 05/22/2008 07/09/2008 07/14/2008 09/15/2008 Page 2 of 4 • • • • ••• • • •••• • •• • • • • I Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.6 for Design Pressure Ratings, any addltlonal use limitations, Installation instructions and product particulars. Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL8841 R1 AE EQ -E84; 00- 04.pdf FL8841 R1 AE EVAL 8841.6.pdf Created by Independent Third Party: Yes 8841.7 G. "Premium Series" X3'0 x 6'8 "Impact" Steel Single Door with Sidelite - �Inswln• or Outswln• XO or OX Confl • uratlons Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.7 for Design Pressure Ratings, any addltlonal use limitations, Installation instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas Inside the HVHZ) Installation Instructions FL8841 R1 II INST 8841.7.pdr Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL8841 R1 AE EQ- E84- 00- 04.pdf FL8841 Ri AE EVAL 8841.7.pdf Created by Independent Third Party: Yes • 8841.8 i H. "Premium Series" 3'0 x 6'8 "Impact° Steel Single Door with Sidelites- Inswln•orOutswln• OXOConfl •uratton -------- - - -- - -- Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A (Evaluation Other: See INST 8841.8 for Design Pressure Ratings, any addltlonal use limitatons, Installation Instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas Inside the HVHZ) Installation Instructions FL8841 Rl II INST 8841.8.pdf • Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Reports FL8841 R1 AE EQ- E84- 00- 04.pdf FL8841 Rl AE EVAL 8841.8.pdf Created by Independent Third Party: Yes 8841.9 I. "Premium Series" 6'0 x 6'8 "Impact" Steel Double Door - Inswing or Outswing XX Configuration — — -- -- Limits of Use Approved for use in HVHZ: Yes j Approved for use outside HVHZ: Yes i Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.9 for Design Pressure Ratings, any additional use limitations, Installation Instructions and product particulars Installation Instructions .FL8841 R1 II INST 8841.9. Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL8841 R1 AE EQ- E84- 00- 04.pdf FL8841 R1 AE EVAL 8841.9.pdf Created by Independent Third Party: Yes 8841.10 "Premium Series" 6'0 x 6'8 "Impact" Steel Double Door with Sidelites - Inswing or Outswln• OXXO Conti uratlon Limits of Use Approved for use In'HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.10 for Design Pressure Ratings, any addltlonal use limitations, installation Instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas Inside the HVHZ) Installation Instructions FL8841 R1 II INST 8841.10.pdf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation. Reports :__ 1_ . •L•- :4- •d FL8841 R1 AE EVAL 8841.10.pdf Created by Independent Third Party: Yes 8841.11 k. "Premium Series" 3'0 x 8'0 "Impact" Steel Single Door - Inswing or Outswin� XConfi•uration •• �� • Limits of Use Approved for use in, HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.11 for Design Pressure Ratings, any additional use limitations, Installation Instructions and product particulars. Installation Instruction% • • FL8841 R1 II INST 8841.1Stpdf • • • • • 1 • ; • • ' • Verified By: Wendell W. HSgpy, I . 541513 • • f Created by Independent Third 'arty: Yes • Evaluation Reports . •-_:, -! I c: •.! • • - _ a_ :A _ a • :8' IFTM • I _ _ _. Created by Independent Trij$ giro: Yes • • • 8841.12 i L "Premium Series" 3'0 x 8'0 "Impact" Steel SlggiL p98r with $latite- Inswlne or Outswin• XO or OX Conn •uratlons i • — - -- - - -- Limits of Use Approved for use irr HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.12 for Design Pressure Ratings, any addltlonal use limitations, Installation instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas Inside the HVHZ) Installation Instructions) FL8841 R1 II INST 884112 pdf' • • j • Verified By: Wendell W. Haney P.E. 54158 Created by Independent ifii 'P anty: Yes „„ Evaluation Reports • • FL8841 R1 AE EO- E84- 00- 04.edf FL8841 Ri AE EVAL 8841.12.pdf Created by Independent Third Party: Yes 3'0 x 8'0 "Impact" Steel Single Door with Sidelltes- InswIn• or Outswing OXO Confl euratlon_ - -- ! I 8841.13 M. "Premium Series" - - - - -- - Florida. Building Code Online Page 3 of 4 •••• • • • •••• • •••• • ••• • • ••• •••• • • • •••• • •••• • Llmfts of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.13 for Design Pressure Ratings, any additional use limitations, Installation Instructions land product particulars. (Note - ASTM E1300 -02 utilized for areas Inside the HVHZ) Installation Instructions FL8841 Ri II INST 8841.13.pdf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL8841 R1 AE EQ- E84- 00- 04.pdf FL8841 R1 AE EVAL 8841.13.pdf Created by Independent Third Party: Yes 8841.14 N. "Premium Series" 6'O x 8'0 "Impact" Steel Double Door - Inswing or Outswing (XX Configuration) Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.14 for Design Pressure Ratings, any additional use limitations, Installation instructions and product particulars. Installation Instructions FL8841 121 II INST 8841.14.odf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL8841 R1 AE EO- E84- 00- 04.pdf FL8841 R1 AE EVAL 8841.14.pdf Created by Independent Third Party: Yes 8841.15 0. "Premium Series" 6'0 x 8'0 "Impact" Steel Double Door with Sidelites - Inswin• or Outswln• OXXO Configuration Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.15 for Design Pressure Ratings, any additional use limitations, Installation Instructions and product particulars, (Note - ASTM E1300 -02 utilized for areas Inside the HVHZ) Installation Instructions F1 -8841 R1 II INST 8841.15.pdf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports F1..8841 R1 AE EQ- E84- 00- 04.pdf FL8841 R1 AE EVAL 8841.15.pdf Created by Independent Third Party: Yes 1 8841.16 P. "Premium Series" 3'0 x 7'0 "Impact" Steel Single Door In a Spilt Jamb Steel Frame - Inswing or Outswing (X Configuration) Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.16 for Design Pressure Ratings, any additional use limitations, Installation Instructions and product particulars: Installation Instructions FL8841 R1 II INST 8841.16.pdf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FI 8841 Rl AE EO- E84 -00 -04 odf fL8841 R1 AE EVAL 8841.16.pdf u Created by Independent Third Party: Yes 8841.17 Q. "Premium Series" 3'0 x 7'0 "Impact" Steel Single Door In a Residential Hollow Metal Steel Frame - Inswing or Outswing (X C onfl • uration Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.17 for Design Pressure Ratings, any additional use limitations, Installation Instructions and product •articulars, installation Instructions FL8841 R1 II INST 8841.17.pdf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL8841 R1 AE EO- E84- 00- 04.pdf FL8841 R1 AE eval 8841.17.pdf I Created b Inde•endent Pa : Yes Florida Building Code Online sack I l °ER Next DCA AdmInlstra_tion • • • • • • • • Page 4 of 4 • • • • • • • • • • • •• • • • • • ••• • • • • • • • Department of Community Affairs •••• • Florida Building Code Online • • Codes and Standards • • • • • 2555 Shumard Oak Boulevard • • • • • • • • • • Tallahassee, Florida 32399 -2100 • (850) 487 -1824, Fax (850) 414 -8436 • • © 2000 -2005 The State of Florida. M rights reserved. fopyrlght and Dlsclaiter • • • • MOE • • Product Approval Accepts: • • • • • • • • •• • •••• • • • • • R Report No. Date: ASTME84 -00 R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Facsimile 813.754.9989 Florida Board of Professional Engineers Certificate of Authorization No. 9813 EQ- E84 -00 -04 May 22, 2008 Evaluation of Equivalence of ASTM E84 -00 to ASTM E84 -04 Condit/on/7m Condition specimens to a constant weight at the temperature and humidity stated below: 73.415 ° F 50±5 %RH Test Specimen: 20 - 1/4" 13/4" x 24' ±1/2 ", butted against'vent end of chamber. Continuous length or joined end -to -end. Truly representative of the materials for which results are desired. Upstream end of chamber shall have a 14" ±1 /8" length of 16 gauge steel sheet placed on the specimen mounting ledge in front of and under the leading edge of the specimen. Test Atmosphere: 73.415 505 %RH Procedure: 1. Establish draft reading of 0.055 to 0.100 in. of water column 2. Arithmetic average air velocity within the furnace, at 73.415 shall be 240+-5 FPM. 3. Place the specimen in the chamber and place the removable top in position over the specimen. 4. With draft operating, keep the specimen in place for 120±15 seconds prior to applying test flame. 5. Ignite gas (natural or methane) burner adjusted to 5,000 Btu/Min. 6. Record flame front travel distance versus time at 30 second intervals or each 2' of flame front travel. 7. Record smokedensity photocell at 15 second intervals ASTM E84 04 Condltionlnff: Condition specimens to a constant weight at the temperature and humidity stated below: 73.415 50±5 %RH Test Specimen: 20" to 24" wide x 24' ±1/2" long, butted against vent end of chamber. Continuous Length or joined end -to -end. Truly representative of the materials for which results are desired. Upstream end of chamber shall have a 14" ±1 /8" length of 16 gauge steel sheet placed on the specimen mounting ledge in front of and under the leading edge of the specimen. Test Atmosphere: 73.4±5 ° F 5015 %RH Procedure: R:\L!BRARTES \Codes & Standards\TEST STANDARDSIEQUIVALENCY OF STANDARDS REPORTS\EQ- E84- 00- 04.doc •••• 1. Establish draft reading of 0.055 to 8.a oo in. of • water column • • . • • • • • 2. Arithmetic average ais vcloaity wittin.t ie�urnaca,...:. at 73.4±5 ° F, shall be 2441-t5$PM. • 3. Place the specimen in tluckamber and glace the • • removable top in posit/mower the specimen. 4. With draft operating, keep the specimen in place for 120115 seconds psi to applying tectflame 5. Ignite gas (natural or incitlaaine) burner adjusted to 5,000 Btu/Min • • • • • 6. Record flame front travel distance ta tt'dme at . • 30 second intervals of mall Z' of flame €rent • • travel. • 7. Record smoke density photocell at 15 second intervals Page 1 of 2 • • • •• ASTM E84-00 Continued " Procedure continued: 8. Plot flame spread distance, temperature and change in smoke density photocell readings separately. 9. Flame spread distance = observed distance minus 4.5 feet. • Flame spread index(FSI) calculation: 1. Determine the total area (A under the flame spread distance -time graph. 2. When AT 97.5 ft-min., FSI = 0.515 AT. 3. When AT > 97.5 ft-min, FSI = 4900/(195 - A Smoke developed Index calculation: 1. Determine the total area (AT) under the smoke density - time graph for the specimen. 2. Determine the total area (AReI -oak) under the smoke density - time graph for the Red -Oak. 3. Smoke developed index = (AT / ARC) times 100, then rounded to nearest multiple of 5. ASTME84 - 04 Continued Procedure continued: 8. Plot flame spread distance, temperature and change in smoke density photocell readings separately. 9. Flame spread distance = observed distance minus 4.5 feet. Flame spread index(FSI) calculation: 1. Determine the total area (A under the flame spread distance -time graph. 2. When AT <= 97.5 ft-min., FSI = 0.515 AT. 3. When AT > 97.5 ft-min, FSI = 4900/(195 - A ,Smoke' developed index calculation: 1. Determine the total area (AT) under the smoke density - time graph for the specimen. 2. Determine the total area (ARed -oak) under the smoke density - time graph for the Red -Oak. 3. Smoke developed index = (A / ARed.Oak) times 100, then rounded to nearest multiple of 5. Accordingly, other than minor revisions and clarifications of the specimen size, ASTM E84-00 is equivalent to ASTM E84-04 referenced in the 2007 FBC and therefore meets the intent of the code. Wendell W FL P.E. # 415 =.Z - C5 R: \LIBRARIES \Codes & Standards \TEST STANDARDS\EQUNALENCY OF STANDARDS REPORTS\EQ- E84- 00- 04.doc ••. • • • • • • • • • • • ..•• • • • • •• • • •••• • • • • .••• • • • • • • • • • •• • .. • •. • • • • • • • • •••i•• • • • • • • • • • •••• • • Page 2 of 2 • • • • R R W Building Consultants, Inc. Report No.: FL- 8841.1 Ri Date: May 22, 2008 Product Category: Exterior Doors Product sub- category: Swinging Exterior Door Assemblies Product Name: "Construction Series" 6'8" Steel Door Inswing / Outswing "Impact" Manufacturer: B Consulting and Engineering Services for the Building Industry P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Facsimile 813.754.9989 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Wendell W. Haney, P.E. (System ID it 1993) for Therma Tru Corporation based on Rule Chapter No. 9B- 72.070, Method ld of the, State of Florida Product Approval, Department of Community Affairs- Florida. Building Commission. RW Building Consultants and Wendell W. Haney, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. PF1225 This product has been evaluated for use in locations adhering to the Florida Building Lode . • • • •• • (2007 Edition) Product Evaluation Report Therma Tru Corporation 118 Industrial Dr. Edgerton, OH 43517 Phone 419.298.1740 Wendell FL No. 41 May 22, 2008 • See Drawing No. FL- 8841.1 prepared by R W Building Consultants, Inc. and stefteqnd by Wendell W. Haney, P!E. (FL # 54158) for specific use parameters. "" • •. • •• • •••• • • • • • • • • •• • • • • • • • • • • ••• • • • • • • • • • B E. •• • Sheet 1 of 3 • • • • •••• • • • PF1225 Limitations 1. This product has been evaluated and is in compliance with the 2007 Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product complies with section 1626 of the Florida Building Code and'does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2007 FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E1996. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL- 8841.1 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal outswing item #39 meet water infiltration requirements for "HVHZ ". 8. Inswing configurations and outswing configurations using item #31 do not meet the water infiltration requirements for the "HVHZ" shall be installed only in non - habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees." 9. See drawing FL- 8841.1 for size and design pressure limitations. Wendell W ,1tE. • ••• •• FL No. ,, • •••• ••.• • • • May 22, 2008 ▪ • •••• ▪ • • • •• • • • • • • • •• •• • • • •• • • • • • • • • • • • • • • • • • • •• • •••• • • • • Sheet 2 of 3 .. •• • • Supporting Documents A Drawing 1. Drawing No. FL- 8841.1 prepared by R W Building Consultants, Inc. (Florida Board of Professional Engineers Certificate of Authorization No. 9813), signed and sealed by Wendell W. Haney, P.E. B Tests 1. Materials (Polyurethane foam core) testing per ASTM E84 -00a (ASTM E84 -00 is equivalent to ASTM E84-04 referenced in the 2007 FBC as evidenced by the comparison evaluation report EQ- E84-00 -04 signed and sealed by Wendell W. Haney, P.E.) as performed by Omega Point Laboratories and reported in test report 15427- 107362, signed by William E. Fitch, P.E. 2. Materials (Polyurethane foam core) testing per ASTM D1929- 96(2000)e1 as performed by Architectural Testing, Inc. and reported in test report ATI 67508.01 -106 -18, signed by Joseph A. Reed, P.E. 3. Testing per TAS 201 -94, 202 -94 & TAS 203 -94 as performed by Testing Evaluation Laboratories, Inc. and reported in test report TEL 06 -0717 -1, signed by Wendell W. Haney, P.E. 4. Testing per TAS 201 -94, 202 -94 & TAS 203 -94 as performed by ETC Laboratories and reported in test report ETC 01- 741 - 11004.0, signed by Joseph L. Dolden, P.E. 5. Testing per TAS 201 -94, 202 -94 & TAS 203 -94 as performed by ETC Laboratories and reported in test report ETC 01- 741 - 10622.0, signed by Joseph L. Dolden, P.E. C Calculations 1. Product anchoring for tested specimens is in accordance with manufacturer's published recommendations as substantiated by tested specimens reported in test report TEL 06 -0717- 1, ETC 01- 741 - 11004.0 and ETC 01- 741 - 10622.0. Additional product anchor analysis for loading conditions prepared, signed and sealed by Wendell W. Haney, P.E. 2. Buck anchor analysis for loading conditions prepared, signed and sealed by Wendell W. Haney, P.E. D Other 1. Certificate of Participation issued by National Accreditation and Management institut2 • • • certifying that Thelma Tru Corporation is manufacturing products with1i.a l4uglity • • • • assurance program that complies with ISO /IEC 17020 and Guide 53: • • • • PFI225 • endell W. FL No. 5 May 22, 200$ • .. • • Sheet 3 of 3 • • •. • .E. • • • • .. • • • • • • • • • • • • • • • • kelt OP COMMIS • SHEEP) • .. • • • 41 DESCR1P71a • 1 }• typical elevaffons, ceJlgn prgares A'gene tat mites • 2 Door panel details 3 Horizontal cross sections 4 ••• ••• • • 5 Bucboncifrormanchoing •2X bulmosorvy • 6 • Eon*Ovc4ion Front odehorht- 11t4wdk R� • : : 7 ea of Moteda Compogjr$ ! • _ • • • THERMAI1RU® THERMA TRU DOORS 1 1 B INDUSTRIAL DR., EDOERTDN, C1H 4351 7 TEL. (419)298 -174[1 "CONSTRUCTION SERIES" STEEL DOOR INSWING / OUTSWING "IMPACT" .. GENERAL NOTES 1. This product has been evaluated and lstn compliance with the 2007 htorida Building Code (FBC] structural requirements including the 91hgh Veloc*y Hunlcane Zone (HVHZ). 2. Product anchos shall be as fisted and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used In the'HVHZ" this product compiles with section 1626 of the Florida Bullring Code and does not require an impact resistant covering. 4. When used In areas ouside of the Imo requiring wind borne debris.protecitanthls product compfieswith Section 1609.1.2 o f the 2 0 0 7 FBC and does not require an Impacttmbhw d covering.tills product meets massffe tevet'D' and Includes Wind Zone 4 as defined InAS1M E1996. 5. For NstudfrarrIng construction, ancha ing of these Loris shall be the some as that shown for 2xbuck mosonry construction. 6. Site conditions that deviate from the .details of this drawing require further engineering arays(s by a licensed engineer or registered architect. 7. Outswing configurations Lying coastal outswing item #39 meet waif urPohafion requirements for "HVHZ°. 8. hm•ing configurations and outswing contiguratons using Item #31 do not meet the waterinfllhaflon requirements for the "HVHZ shall be installed only In non - habitable areas or at habitable Iodations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to siA is less than 45 degrees." • • ••• • • • • • • • • t 3750" h1Ax. OVERALL WID1H 0 1 0 orve 4/24/08 SCAM N. rs. DWG. an AL we en WWII r wmo Fo., FL-8841.1 SHEET i oa ••• • • • • ••• • • • •• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • •• • • m 0 z 1/) 0 m IC IC DUO 4/24/08 sc•S• N.T . S. OM FM AL �aac en WWH DIMINO NOs FL-8841J std _2 OF 7 36.10" MAX. —6-- DOOR -- PANEL WIDTH v O DOOR PANEL �D „ moles v • ••• ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • •• • • • •• • • • • • • • ••• • • •• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • • • 0 TOP RAM • • • • • • • • •• •.• • • • • • • • O HINGE STILE EXTERIOR INTERIOR 11 HORIZONTAL CROSS SECTION 2 O LATCH STILE � �166 —•f � I 45 BOTTOM RAIL EXTERIOR R C4iq . 1* INTERIOR 2 VERTICAL CROSS SECTION 2 • ((I, IMP .il((il fl: Ili I • • .. • o•••o L . .::.. . CSINK (Mr ••0 • ••• • • r .) • • • • • • • • • • • • • • • • • • HORIZONTZLGROS :&ECON • • Ins 6ng conagdfation • • • • • Atli CEP `1 I p INTERIOR EXTERIOR INTERIOR EXTERIOR p 0 0A 00 0 of 1 O ® 49 O 1 -1/4' MIN. EMB. IMP.) 33 HORIZONTAL CROSS SECTION subsfituring • 3 rams to saews tar straws per Section 17145.42 of the FBC INTERIOR EXTERIOR ! f 1' 1 X11 \ ,\ 11111V'.l' 0.15" CSINK (mod 0 3 22 HORIZONTAL CROSS SECTION Inswing configuration 1 -I /4" MIN. EMB. (TYP.) m O D 1E: 4/24/08 WAX. N.T.S. ose. en AL a sc en WWH Oxxwmm NA: FL- 8841.1 seen' 3 or 7 • • • • • • • • • • •• • • •• • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • z a 2 0 0 0 2 0 0 0 0 z z 0 in we 4/24/08 say.E. N.T.S. oac eti AL aoc. en WWH oauuu+a rws FL- 8841.1 s® 4 or 7 7. 7. g 1" MIN. FROM «- MASONRY EDGE INTERIOR f EXTERIOR O VERTICAL CROSS SECTION 4 Inswing confgurofion I" MIN. FROM MASONRY EDGE --•— MN ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• ••• • • • 080 • • i • - .•s. • ' • ■ ° o. . • • • • • 11/2MMA ROM MASONRY EDGE (•) U ¢• • • • con( Ti • • see gametal note%shget 1 ; • • • • for 1-MR' Water'rr$trafion • • • • • requirements INTERIOR EXTERIOR afion see ag ne d notes, street 1 for uIremer water infiltration r 2-1/2 MIN. FROM MASONRY EDGE 2-1/7 MIN. FROM MASONRY EDGE rya TT'•) VERTICAL CROSSSECTION INTERIOR INTERIOR 2-1/T MIN. FROM -. �-- MASONRY EDGE nyp.) C) VERTICAL CROSS SECTION f Shown w /1X sub -buck wbstitufug concrete screws screws per Section 1714.5.4.2 of the FBC EXTERIOR 2-1/7 MIN. FROM MASONRY EDGE ---- IlYF.) % % iii co 0 2-1/2 MIN. FROM 2-1/7 MIN. FROM MASONRY EDGE MASONRY EDGE •) MIN CROSS SECTION °VERTICAL � g g `ene configuration no sheet 1 for "HVHP water infiltration requirements 4E z z z 0 z Q m 0 d m 0 0 Lrl 0 ace 4/24/08 scum N.T.S. am or, AL net en WWH DRAWINC N FL- 8841.1 _4_ BUCK ANCHORING ••• • • • • ••• • • • • • • • • • • • • • • •• • • • • • • • • • • • • •• • • • • • • • • •• •• • • • • • •• • • F STRIKE JAMB MASONRY OPENING FRAME: 7 ./6 2X BUCK • NOTES: • 1. 1 /4" Sao Concrete screws anchoring 7x buck require a minimum 1" clearance to masonry edges, a 1-1/4 embedment and a minimum 4" clearance to adtrentcccnncrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and centersiatance 4 /44mstts u plbacrelte ?44m strew b•ationss at the comers may be adjusted to maintain the minimum edge distance to modarjdtrjss. if Concrete s IDC r� 4e s 'MAX. ON CENTER' must be adjusted to maintain the minimum edge distance to mortar infis e e * &See • d to ensure the maximum on center dimension Is not • exceeded. •• • •• • • •. • • • • • • •• 2 1/4" 11W comet screws anchafng frame and/or s7require a minimum 2 - 1/2 - clearance to masonry edges. a 1 embedment and a rnimr=ium r clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge gistaWand atter dittcfise require cents Foncrete screw locations at the comers may be adjusted to maintain the minfra m1edye asiance to rnQrtBr joir:s. If Coneret8 sclew&cations noted as"MAX ON CENTER' must be adjusted to maintain the min ' ntedae drsWe+fo Aorta joints, odglitiortaicoliae=e screws may be required to ensure the maximum on center dimension is not exceeded • • • • • • • • • • ••• • FRAME ANCHORING Masonry 2X puck construction so u b o 7. HINGE DETAIL rim HINGEJAMB LATCH & DEADUOLT DETAIL z 0 0 • STRIKE JAMB MASONRY OPENING FRAME 7:\ TYP. HEAD & JAMBS SEE NOTE i IX BUCK ••• • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • •• •• • • • • • • • •• •• ••• • • • ••• • • FRAME ANCHORING Masonry IX buck construction NOTES: 1. L /4" 1rW concrete scrj anc}Id l g andfor silireq dre arriinfmum 2 -1/T clearance to masonry edges, a 1 -1/4" minimum embe iment ands n�u43' 4iectale i adjacent concrete screws. Substitution of equal concrete screws from d'c fTere e+mor/ t. ve it Oren edge distance and center distance requirements. Concrete screw locations atjllp: c!� od�sfed to mokttain the minimum edge distance to mortar joints. If Concrete screw locations not as %WC. ICU &KMJC must be adjusted to maintain the minimum edge stance to mortar joints, oddHfonal Concrete screws may be required to ensure the maidmum on center dimension is not exceeded. } • ••• ••• s•• • •. 2 3/1 G 11W concre& sgiews=inchoring tarn, albd/or al squire c AIR/mum 2 -5/8 clearance to masonry edges, a 1 - 1/4" nminimum AMbedmest and a erbium 3 -I/4" cleerrce o orjacent concrete screws unless otherwise noted by concreter Ilenufacttre• • • • • • • • ••• • HINGE JAMB SEE NOTE 1 LATCH b DEADBOLT DETAIL HINGE DETAIL SEE NOTE 2 SEE NOTE 2 m 0 z We 4/24/08 scat N.T.S. rm. et AL CM er: WW1-1 CRAVING NW FL- 8841.1 sou 6 or • BILL OF MATERIALS ITEM DESCRIPTION MATERIAL A 1X BUCK SG> =0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C MAX 1/4 SHIM SPACE WOOD D 1/4" X 2 -3/4 PFH ELCO CONCRETE SCREW STEEL E MASONRY - 3.192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F 1 /4"X 1-3/4'11W CONCRETE SCREW STEEL G 3/16° X 3-1/4° PFH IIW CONCRETE SCREW STEEL H 1/4 "x 3-1/4 PFH ITW CONCRETE SCREW , STEEL I 1/4" X 2 -1/4" PFH ITW CONCRETE SCREW STEEL J 1/4' X 3-3/4" PFH MN CONCRETE SCREW STEEL K #10X2" PFH WOOD SCREW STEEL L • #10X2- 1/T PFH WOOD SCREW STEEL 7 SHORT REACH COMPRESSION WEATHER -STRIP (THERMA TRU) FOAM 8 LONG REACH COMPRESSION WEATHER -STRIP (IHERMA -TRU) FOAM 9 4" X 4' HINGE.09TTHK. (THERMA-11W) ST1 10 #10 X 3/4 PFH WOOD SCREW (BINGE TO FRAME) ' STEEL 11 #10 X 1' PFH WOOD SCREW STEEL 17 KWIKSEr TITAN 700 SERIES PASSAGE LOCK STEEL 19 HEADER JAMB (4.656° X 1.25" THERMA TRU. PINE) SG >= 0.42 WOOD 20 SIDE JAMB (4.656" X 1.25" THERMA TRU) SG >= 0A2 WOOD 21 KWIKSET TITAN 700 SERIES DEADBOLT STEEL 27 LATCH STRIKE PLATE STEEI. 28 DEADBOLT PLATE STEEL. 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. / WOOD 32 DOOR BOTTOM SWEEP PVC 33 SELF ADJUSTING SADDLE THRESHOLD ALUM.COMP. 39 HUGH WATER DAM THRESHOLD ALUM. - 40 CONSTRUCTION SERIES DOOR - SEE DOOR PANTS DETAIL SHEET FOR DETAILS 41 DOOR SKIN; 25GA. (.018" MIN. Fy = 27.830 P51 MIN.) STEEL 42 TOP RAIL COMP. 43 LATCH STILE • • WOOD 44 ••• • . • • • • • HINGE STILE • WOOD 45 BOTTOM RAIL • • : • • COMP. 46 POLYURETHAf�EffAMIBISF01.A�s Rri • s FOAM • • • •• ••• ••• ••• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 0041 • • L 00 HEAD & SIDE Jamb 4625 31 BUMP FACE THRESHOLD LOW PROFILE L O SELF ADJUSTING SADDLE THREHOLD 4.60' MIN. 2.36' 39 HIGH WATER DAM THRESHOLD 0 0 z DATE: 4/24/08 SOLD N.T.S. DISC. Br: AL ax Br: WWH DRAM= Na_, FL- 8841.1 MEET 7 OF 7 i' •