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WS-10-242Inspection Number: INSP- 150054 Permit Number: WS -2 -10 -242 Scheduled Inspection Date: September 20, 2010 Inspector: Bruhn, Norman Owner: FENTE, MARIA Job Address: 1225 NE 92 Street Project: <NONE> Miami Shores, FL Contractor: FLORIDA HOME IMPROVEMENT Building Department Comments REPLACE 11 IMPACT WINDOWS Passed 0 6476 Failed Correction Needed Re- Inspection Fee September 17, 2010 No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 NO ACCESS STOPPED 2X. NB For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132050270300 Phone: (954)792-4415 Inspector Comments CREATED AS REINSPECTION FOR INSP- 149886. CREATED AS REINSPECTION FOR INSP- 149664. CREATED AS REINSPECTION FOR INSP- 135732. New wind load calculations show a corner zone of 4.4' but the calculations for openings 10,11,4,and 5 are in the corner zone but calculation are for zone 4. Please correct and submit revision. NB Page 10 of 26 MARK Window /Door SGD, mull WIDTH (in) HEIGHT (in) Window /door replaced? (y /n) Product Approval # Allowable pressure see NOA Req'd Wind Pressure, see calc's Shutter required? (y /n) Product rated for impact? (y /n) Comments ( +) psf ( -) psf ( +) psf (-) psf 1 2LR window 51.75 37. y FL 7067.1 60 60 45.2 49.1 n y bedroom #1 2 2LR window 51.75 37. y FL 7067.1 60 60 45.2 49.1 n y bedroom #1 3 2LR window 51.75 37. y FL 7067.1 60 60 45.2 59.9 n y bedroom #2 4 2LR window 51.75 37. y FL 7067.1 60 60 45.2 59.9 n y bedroom #2 5 2LR window 51.75 37. y FL 7067.1 60 60 45.2 59.9 n y master bedroom 6 2LR window 51.75 37. y FL 7067.1 60 60 45.2 59.9 n y master bedroom 7 2LR window 51.75 37. y FL 7067.1 60 60 45.2 49.1 n y master bedroom 8 2LR window 51.75 37. y FL 7067.1 60 60 45.2 49.1 n y master bedroom 9 2LR window 68.75 41.375 If FL 7067.1 60 60 44.5 48.5 n y kitchen 10 2LR window 51.75 37. y FL 7067.1 60 60 45.2 59.9 n y bedroom #3 11 2LR window 51.75 37. y FL 7067.1 60 60 45.2 49.1 n y bedroom #3 12 1x4 Al. tube 51.75 37. y FL 9520.2 67.5 67.5 45.2 49.1 n y see windows 1 -2 13 1x4 Al. tube 51.75 37. y FL 9520.2 67.5 67.5 45.2 49.1 n y see windows 3-4 14 1x4 Al. tube 51.75 37. y FL 9520.2 67.5 67.5 45.2 49.1 n y see windows 5 -6 15 1x4 AI. tube 51.75 37. y FL 9520.2 67.5 67.5 45.2 49.1 n y see windows 7 -8 NOTES 1 Replace existing doors or windows as designated with new doors w/ current Miami -Dade product approval or State of Florida product approval 2 No change in rough opening size(s) were made. The existing opening is not to be modified. 3 All door frames to be attached through existing wood bucks with a 3/16" diameter "Tapcon" screws minimum embedment into the concrete/masonry shall be not less than 1 -1/4 ". Quantity and spacing of fasteners shall be in accordance with the NOA and /or manufacturer's specifications. 4 Shutters or impact resistance is required in accordance with the "Existing Building Florida Building Code" section 507.3, "area replaced is greater than 25% of total aggregate area ". 5 Wind design pressures are calculated in accordance with ASCE 7 -05, Method 2, see attached calculations. 6 We have attempted to accurately depict the field conditions based on information submitted by others. This information may be lacking but we respectfully submit that this does not impact our calculations. If there is a substantial difference, then notify this engineer for a revised plan/calculations. Home Owner Traci Winn Contractor Florida Home Improvements Address 1225 NE 92 Street 4070 SW 30 Ave Location Miami Shores, FL Hollywood, FL 33312 Date 8/6/2010 7 05 C&C HVHZ Winn 2.xls 2 of 3 Specialty Engineering Consultants, Inc. pecialty Engineering Consultants, Inc 1599 SW 30 Ave. #20 Boynton Beach, FL 33426 Gary McDougle, PE FL PE# 0056214 FL CA# 0009217 Component and Cladding Pressures, Wall and/or Window components in accordance with ASCE 7 w/ mean roof height < 60 ft Home Owner Traci Winn Contractor Florida Home Improvements ��G11dj 4070 SW 30 Ave q�� Hollywood, FL 33312 Specialty Engineering Consultants, Inc. Address Location Date V (mph) Building Category Exposure Length of Building (ft) Width of Building (ft) Mean Roof height (ft) Kz Kd Kzt pitch of roof theta qh (ps GCpi al a2 a3 a 1225 NE 92 Street Miami Shores, FL 8/6/2010 146 1.0 II C 58 44 15 Wind speed Fig 6 -1b, pg 35 Importance Factor, page 77 Table 1 -1 pg3 6.5.6.6, page 25 -26 0.85 Table 6 -3, note 2, pg 79 0.85 Table 6-6 pg 80 1 6.5.7. I, page 26 3/12 14.0 degrees 14.0 degrees 1.0 Reduction factor for slope of roof 39.37 Velocity Wind Pressure @ mean roof height 0.18 -0.18 0.55 4.40 10% of width I 5.80 10% of width 2 6 0.4 "mean roof height 4.40 End Zone distance -0.55 7 05 C &C HVHZ Winn 2.xls 3 of 3 x, - U. , P :=q .(GCp- GCp Specialty Engineering Consultants, Inc 1599 SW 30 Ave. #20 Boynton Beach, FL 33426 Gary McDougle, PE FL PE# 0056214 FL CA# 0009217 Zone 4 Unbreached Zone 5 Unbreached Opening Mark width (in) height (in) Effective Area of component (ft ^2) GCp (positive, 4 &5) GCp (negative, 4) GCp (negative, 5) P positive P negative P positive P negative 1 51.8 37.0 13.3 0.97 -1.07 -1.34 45.2 -49.1 2 51.8 37.0 13.3 0.97 -1.07 -1.34 45.2 -49.1 3 51.8 37.0 13.3 0.97 -1.07 -1.34 45.2 -59.9 4 51.8 37.0 13.3 0.97 -1.07 -1.34 45.2 -59.9 5 51.8 37.0 13.3 0.97 -1.07 -1.34 45.2 -59.9 6 51.8 37.0 13.3 0.97 -1.07 -1.34 45.2 -59.9 7 51.8 37.0 13.3 0.97 -1.07 -1.34 45.2 -49.1 8 51.8 37.0 13.3 0.97 -1.07 -1.34 45.2 -49.1 9 68.8 41.4 19.8 0.95 -1.05 - 1.31 44.5 -48.5 10 51.8 37.0 13.3 0.97 -1.07 -1.34 45.2 -59.9 11 51.8 37.0 13.3 0.97 -1.07 -1.34 45.2 -49.1 12 51.8 37.0 13.3 0.97 -1.07 -1.34 45.2 -49.1 13 51.8 37.0 13.3 0.97 -1.07 -1.34 45.2 -49.1 14 51.8 37.0 13.3 0.97 -1.07 -1.34 45.2 -49.1 15 51.8 37.0 13.3 0.97 -1.07 -1.34 45.2 -49.1 Component and Cladding Pressures, Wall and/or Window components in accordance with ASCE 7 w/ mean roof height < 60 ft Home Owner Traci Winn Contractor Florida Home Improvements ��G11dj 4070 SW 30 Ave q�� Hollywood, FL 33312 Specialty Engineering Consultants, Inc. Address Location Date V (mph) Building Category Exposure Length of Building (ft) Width of Building (ft) Mean Roof height (ft) Kz Kd Kzt pitch of roof theta qh (ps GCpi al a2 a3 a 1225 NE 92 Street Miami Shores, FL 8/6/2010 146 1.0 II C 58 44 15 Wind speed Fig 6 -1b, pg 35 Importance Factor, page 77 Table 1 -1 pg3 6.5.6.6, page 25 -26 0.85 Table 6 -3, note 2, pg 79 0.85 Table 6-6 pg 80 1 6.5.7. I, page 26 3/12 14.0 degrees 14.0 degrees 1.0 Reduction factor for slope of roof 39.37 Velocity Wind Pressure @ mean roof height 0.18 -0.18 0.55 4.40 10% of width I 5.80 10% of width 2 6 0.4 "mean roof height 4.40 End Zone distance -0.55 7 05 C &C HVHZ Winn 2.xls 3 of 3 x, - U. , P :=q .(GCp- GCp Specialty Engineering Consultants, Inc 1599 SW 30 Ave. #20 Boynton Beach, FL 33426 Gary McDougle, PE FL PE# 0056214 FL CA# 0009217 )2,1 9 /ss i2 19 04 g / 120 ? 3 6 g/1S 103150 � BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Scanning $ Total Fee Now Due $ I "COO (Continued on opposite side) Miami Shores Village Fps 1 7 2090 Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. WS 10 _ d•• Master Permit No. Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) 4 C Phone # 30) 5 i - X33 Owner's Address 121 S Ape q2 s -r City lM State __ Zip 330:S Tenant/Lessee Name Phone # Job Address (where the work is being done) d 12S 06 9 2 Si City Miami Shores Village County Miami -Dade Zip 3N ) Is Building Historically Designated YES NO Contractor's Company Name it 1 avi ,y' �� Q,�� Phone # OU,19�.�� / S ‘,1 1_ Contractor's Address A0 0 3t) "--� City '1 LA, R., or)6 State `it- Zip -J33 ti Qualifier lArtidl MJ 01.4, S bti Cul- i..t, Architect /Engineer's Name (if applicable) or � (b2a),,Y C.-O Phone # 4 )S'-I. '3 S4O(Q $ Value of Work For this Permit 1 u g 3 Square Footage Of Work: Type of Work: [ :Addition ['Alteration ['New VRepair/Replace ❑ Demolition Describe Work: t) q I Le I) c ZAJT U,D \ \ j og . 0 P er mit Fee $ 0 2 /O v c �`'► �� Submittal Feel a Notary $ Training/Education Fee $ Ol , Radon $ BY:_. Technology Fee $ 1 W Bond $ Code Enforcement $ Structural Plan Review. $ Bonding Company's Name (if applicable) Bonding Company's Address City 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 AFi lDAVIT: 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 ap roved and a reinspection fee will be charged Signature , Owner or Agent The foregoing instrument was aclalowledged before me this day of �"` , 20 9O, by NOTARY PUBLIC: Sign: Print: My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * ** State Certificate or Registration No. APPLICATION APPROVED BY: chc 10/14/03 State who is personally known to me or who has produced As ident cation and who did take Zip Zip Contractor The foregoing instrument was acknowledged before me this 12, day of "tQ.QD , 20 VO , by LUC 1 : ( (QTC who is on to me or who has produced as iden + .« Lion and who did take an oath. OTARY PUBLIC: Sign: Print: My Commissi c. G GSM S, peck , .wr' • ****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** .. *,axe * (Certificate of Competency Holder) "•„ ; COC 0 r °l a Certificate of Competency ' o * * * * * * ** Plans Examiner Engineer Zoning Primary Zone: 1100 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 4/3 Floors: 1 Living Units: 1 Adj Sq Footage: 2,665 Lot Size: 12,500 SQ FT Year Built: 1959 Legal Description: 5 53 42 BAY LURE PB 44-63 W5OFT OF LOT 18 & E5OFT OF LOT 19 BLK 2 LOT SIZE IRREGULAR OR 20064-361311 2001 1 Year: 2009 2008 Taxing Authority: Applied Exemption/ Taxable Value: Applied Exemption/ Taxable Value: Regional: $50,000! $333,486 $50,000/ $333,103 County: $50,000/ $333,486 $50,000! $333,103 City: $50,000! $333,486 $50,000/ $333,103 School Board: $25,000/ $358,486 $25,000! $358,103 Sale Date: 11/2001 Sale Amount: $361,000 Sale O/R: 20064-3613 Sales Qualification Description: Sales which are qualified View Additional Sales Folio No.: 11- 3205 -027 -0300 Property: 1225 NE 92 ST Mailing Address: DAVID & TRACI WINN 1225 NE 92 ST MIAMI SHORES FL 33138 -2936 ear: 2009 2008 Land Value: $219,000 302,500 = uildin • Value: $278,783 ' 392,65 Market Value: $497,783 ';695,155 ssessed Value: $383,486 383,10 ear: 2009 2008 Homestead: $25,000 $25,000 nd Homestead: YES YES Property Information Map Property Information Map My Home Miami -Dade County, Florida Digital Orthophotography - 2007 0 113 ft This map was created on 2/2/2010 12:47:58 PM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. Summary Details: Protoerty Information: Assessment Information: Page 1 of 1 Exemption Information: Taxable Value Information: Sale Information: http: / /gisims2 .miamidade.gov /myhome /printmap. asp? mapurl = http: / /gisims2.miamidade.gov... 2/2/2010 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. 1 °mo 91 ) TAX FOLJO NO.11.1205 •027.03 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: 1. Legal description of property and street/address: 2. Description of improvement: DV f\ o 00 S 9. Expiration date of this Notice of Commencement: Signat By - Print Name T (ti1E • • Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this By Signatu By 123.01 -52 -at, 3 1 (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. By THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided In this Notice of Commencement. 3. Owner(s) name and address: 1 CA L0100 ?2..3 1) 6 SZ Sl t� k �. 5 4t, Interest in property: Ou.)IN.Q.e1 Name and address of fee simple titleholder: 4. Contractor's name, address and phone number. Florida Home - Improvements Associates - FHA 4070 SW 30th Avenue Hollywood, Florida 33312 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 . ocuments may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number. rized Officer/Director/Partner/Manager By Print Name Title/Office 8. In addition to himself, Owners designates the following person(s) to receive a %opy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number. (the expiration date 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EX • RATION 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. rector/Partnerliffqe t 1,'r:,YC "-,210 A . ern C� 4 Phai , ! s r' copy o ata N! 20 Ci7tait rarl Count Co4s day of ❑ In ually, or ❑ as for ersonally known, or ❑ produced the following type of identification: Signature of Notary Public: Print Name: Hr1RVEi r illll i v t% 3331t 8111111ll1•11 CFN 201080103893 OR Bk 27184 Ps 0054; tips) RECORDED 02/16/2010 1 HARVEY RUVIN, CLERK OF COURT MIAMII -DADE COUNTY, FLORIDA LAST PAGE Space above reserved for use of recording office ‘1ft Z Mean Roof Height DESIGN PRESSURES (PSF) - Zone 5 Tributary Area (Sq Ft) 10 15 20 25 30 35 40 45 50 0 -15 ft -62.2 +46.5 -59.8 ` -58.0 *52 44.4 -58.7 +43.7 -55.6 +43.1 -54.6 -53.8 +42.7 +42.3 -53.1 +41.9 -52.5 +41.6 16 8 53.1 +47.1 -6 r. • -58.8 +45.9 +45.0 57.5 +44.3 56.3 +43.7 - 55.4 5 4.6 +43.3 +42.9 - 53.9 +42.5 -53.2 -53 +42.2 18 ft -64.6 +48.3 -62.1 -60.3 +47.0 +46.1 -58.9 +45.4 -57.8 +44.8 -56.8 -55.9 +44.3 +43,9 -55.2 +43.6 -54.5 +432 20 ft -66.1 +49.4 -63.5 -61.6 +48.1 +47.1 -60.2 +46.4 -59.0 +45.8 -58.1 -572 +45.3 +44,9 -56.4 +44.5 -55.8 +44,2 22 ft -67.4 +50.4 -64.8 -62.9 +49.0 +48.1 -61.4 +47.4 -602 +46.8 -59.2 - 58.4 +46.3 +45.8 -57.6 +45.4 -56.9 +45.1 24 ft - 68.7 r 51.3 - 66.0 .41 +49.' +49.0 -48.4 +442 22 ft 47.1 ' x58.0 +46.3 45.9 28 ft +522 +50. X9.8 , 5 +45.8 -49.7 +45.4 I 6.7 28 ft -70.9 +53.0 62' �, 0.6 -53.3 +49.0 -52.6 +482 ° +48 +48 : 7 . 8 59.9 +478 47.4 ft -72.0 +53.8 59 - 0 67.1 t� +52.1 X518 a : 54 c +49: - 53 Mr ® +48.- - t 5 r.7 5_ ;.1 32 ft -73.0 +54.5 +53.1 52.0 MIIMMTVIdgrYll. 11112211ffilltt -51.1 +46,7 '1. rs +492 .6 I 8.8 34 ft -73.9 +552 -7 1.e +53 67h3 +518 ll�f 66 °, �`��+5T1� © 3111111 84. 1i� +50 -51.9 +47.4 1 .8 -62.4 9 8 49.4 • 0.0 36ft +559 38 ft -75.7 +56.5 5 +55 X54.r• �] t `�� 58 11111g1-650.6 +51 +52 � N i'I 1 +51 1 r 1 552 ." +51.7 40 ft -76.5 +57.1 +55 6 54..3 -55.9 +51.3 0 42 ft -77.3 +57.7 -7 42 72. - +58 2 C 56. L '3 0 . 6 9 Iii 44 ft -78.0 +58.3 • O 55. fil 7 : +5 4 � ; .6 l Da N _l1Ra ' l 522 f -66.5 +52.7 48 ft -78.8 +58.8 3 Z +58 48ft -79.5 +59.4 - 8 +56.7 . . BRIBE -56.1 +51.3 E 0 -67.1 I +53.1 50 ft -802 +59.9 - 77 -..:_ +58.3 +572 c67IEIEjZ111 +56.3 +55,6 +55.0 +54.5 MI +54.0 -67.6 +53.6 52 ft -80.8 +60.4 -77.6 -75.4 +58.8 +57.6 -73.6 +58.8 -722 +56.1 -71.0 +55.4 -69.9 +54.9 -69.0 +54.5 -682 +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 -88.7 +54.5 58 ft -82.1 +61.3 -78.9 -76.8 +59.7 +58.5 -74.8 +57.7 -73.3 +56.9 -72.1 +56.3 -71.0 +55.8 -70.1 +55.3 59.3 +54.9 cid ft - 83.3 c•: a. -80. -77,7 .9 -74.4 +57.8 -732 +57.1 -72.1 +56,6 -71.1 -70.3 +56.1 +55.7 +60 - 'rs.. ...5 Mean Roof Height UESIONPRE one 4 10 15 20 Tributary Area Sq Ft) 40 45 50 25 30 35 0 -15 f -50.4 +46.5 I - 492 +452 - 48.3 +44.4 - 47.6 +43.7 - 47.1 +43.1 - 46.6 +42.7 -462 +42.3 - 45.9 +41.9 -45.5 +41.6 16 ft +47.1 -49.8 +45.9 -49.0 +45.0 -48.3 +44.3 -47.7 +43.7 -47.3 +43,3 -46.8 +42,9 -46.5 +42.5 -462 +422 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 +432 20 ft -53.5 +49.4 -522 +48.1 -51.3 +47.1 -50.6 +46.4 -50.0 +45.8 - 49.5 +45,3 -49.1 +44,9 - 48.7 +44.5 -48.4 +442 22 ft -54.6 +50.4 -53.3 +49.0 -52.4 +48.1 -51.8 1.8 +47.4 5 " " +4 00.1 55 +46.3 5 +45.8 -49.7 +45.4 -49.4 +45.1 24ft -55.6 +51.3 -54.3 +49.9 -53.3 +49.0 -52.6 +482 -5 +4 -51.5 +47.1 -51.0 +46.7 -50.6 +46.3 -50.3 +45.9 26 ft -58.6 +522 -552 +50.8 -542 +49.8 -53.5 +49.1 -5 +4 -52.3 +47.9 -51.9 +47.5 -51.5 +47.1 -51.1 +46,7 28 ft -57.5 +53.0 56.1. +51.6 -55.1 +50.6 -54.3 +49.8 5 +4 -532 +48.7 -52.7 +48.2 -52.3 +47.8 -51.9 +47.4 30 ft - 58.3 +53.8 -58.9 +52.3 -55.9 +51.3 -55.1 +50.8 5 +4 -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 +520 -55.9 +51.3 -552 +50.6 4.7 -54.7 +50.1 - 543.8 -54.2 +49.6 5 +492 -53.4 +48.8 34 ft -59.9 +552 -58.4 +53.7 -57.4 +52.7 -56.6 +51,9 5' " +5 -55.4 +50.7 - 54.9 +502 -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 -56.1 +51.3 - 55.6 +50.8 -55.1 +50.4 -54.8 +50.0 38 ft -61.3 +56.5 -59.8 +55.0 - 58.7 +54.0 -57.9 +53.1 -57.3 +52.5 -567 +51.9 -562 +51.4 - 55.8 +51.0 -55.4 +50.6 40 ft -62.0 +57.1 -60.5 +55.6 -59.4 +54.5 58.8 +53.7 -57.9 +53.0 -57.3 +52.5 58.8 +520 -56.4 +51.5 -58.0 +51.1 42 ft -62.6 +57.7 -61.1 +562 -60.0 +55.1 -592 +54.3 -58.5 +53.6 . 57.9 ` +53,0 -57.4 +52.5 -57.0 +52,1 -56.6 +51,7 44 ft -632 +58.3 51.7 +56.7 50.6 +55.7 -59.7 +54.8 -59.1 +54.1 -58.5 +535. -58.0 +53.0 -57.5 +52.6 57.1 +522 48 ft 03.8 -624 • +972 •662 -60.3 +55.3 • 59.6 +54. -59.0 4 5.5 88.1 +53.5 5 +53.1 -57.7 +52.7 •t i f . •54.4 459.4 • -62.8 +57.8 • -61.7 +58. + 50.8 • +55.8 , +54.0 -66.1 955.1 • 09.6 454.5 -59.0 +54.0 -58.6 +53.6 -582 +53.1 • rr 9 7 - T 64.9 +5 -,i 61: 5:3 -6/.4 +. ,2 -61.4 -.303,•+5b.6 • -60.7 460.1; 455.0 -59.5 +54.5 -59.1 +54.0 58,7 +53.6 Z� 5 5 0. -6 9 +m b �2 +434 -8 " *56,1 50.6 . #55,4 -60.0 +544 -59.6 +54,5 -59.2 +54.0 +x`56,8 j +60.8 :. 2 ti7y:Fdf7 R 2:4 .04:: . ;+56.5 • X1.0 +55.9 -60.5 +55.4 -60.1 +54.9 -59.6 +54.5 0 it liltS1 4 • +5911 P +58M -82' • +57.f 5 . 1•511,9 1 131.5 1 +56.3 -614 +55.8 -80.5 +55.3 50.1 +54.9 -, rr - 75 t 2.2 . , � m - 64.7 -638 33 3 +59.8 • ip2.4 +57.1 -61.9 +56.6 -61.4 +56.1 -61.0 +55.7 +59.4 +58.5' 03/02/2009 - 5:01 pm • • r troyb 007. FLORIDA BUILDING CODE & ASCE 7 -05 DES LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES' S) • • c _ G m • to co) 0 z • F:103 Elements110 L00619\11 CaIcuiators\ASCE 7 -05\ FLB - ASCE 7 -02 Pressure Charts (0- 60).dwg ;( issUP REVISE FOR 07 FBC C Ul Ot r m v DRWN CL TSB CHKD FLB FLB DATE 04/19/06 02/23/09 THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, PP AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.G. " ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. RIOR ZONE 5 PRESSURE FIRIDA BUILDING CODE F .� [,SCE 7 -05, MRH = 0 - 60 FT R ¢¢a� DESIGN LOADS FOR OMPONENTS & CLADDING WIND VELOCITY =146 MPH EXPOSURE 'C' a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. 50-I ® i-5® I ELEVATION WALL ZONE FIGURES a ' ENGINEERING EXPRESS® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 Fax: (954) 354 -0443 WWW.ENGEXP.COM CERT OF RUTH #9885 MRH =O -60' BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd 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 TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpI = +/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0:85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE-: TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. < o PEAK ROOF HEIGHT MEAN ROOF HEIGHT _.O11i_.•MI ■■ mor n a mt n mm mu ' � �i� ��� ■. _.mr. ..■til es ■■■■ .i1�,�■■■� m I Ir.II.■■ 1._ 31 ��11��L� HI �It AMIEMr �. 1•.[i'I,■MOLVA• __W IMWMOMMUMMIMM MIIIMMIMIMMMISiaM MI MIIII MI MMOIMMIEMMIIIWWWWWM mr.remossei.... ad ��.■ ..1. =�..r■w� ■__....c m w....mlwoN� i � M MIZIENIMIN 1111 m _�; _ e ... ._._ • 1 _ _ ■..... .. ammmi -� .... _I< a mmo _ _ ii.......r mi. um. lii lvi ■IMUM _■. ■_M._.,�.mmONIM ..= i■■�e .■■.r-�■■■IMz■��■_ ■_�■_■. .r__ :!� .■..■ -.O■ Ir... ■■n.�.��EA.■■ �■■_■.��• _r■..r+MG■.■�...■■■• a M : ai.=' i iMMl �r_....I rJGi■■ ■,ti.._.INI MomOIMMEIMWOMMOMMOMnOMMEI OMMIMMEMponoMmzM ■■ 1111 ■ ■`at J ■■_ MOMMOMMOLTAMMIONISMIMOR ■■W_e .r.■MM�MM�M�i■�MMOMMO N �MOI■IC71M� . ill ,. ■ + ■� •■ ■ :: ii■iiii■r II.i■ r ..l• IIIIIIL!III ' :O'M :':C mmill 11 ..■ 111I!!iPi ■1►_ iiiiMMUM I M M ■■r.•��.■rr r■1�5_ —_ _ ar's■.■.■Itcmg l■r■_.i• _ mown IMMO .MMIN __iIl7Aw %OtI_;: �L��_IA __•_ ._ . ■_■■�••_.Irl 1 _ �- _■■■�•■■■ ■ �:: :::: C:M W Uncr % Mmamm •■.■_■ �rai �i►� 1■.'�•■I �■__•_•_mmomrC I ■._�i■■■■•i�••IWIMON..MO••.■.•�� _rid■ ■■■_�_ ■.___ ■ ■rr.■ s ■■■■■ _ _■■■■■I? »o�ll■■ ■■■c�,�w um ..� !! uI7■ ■ ■li�i ■r.�Nialiii.tlltiiii� ■ ■■r.r ■r. m � _._._. minim mommoolmmoommommommommowidwww..onommommum 21 { � • • • • • • • • •••• . . • • . .. • .. . . • • • • . BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stets & Facts I Publications FBC Staff I BCIS Site Map Links I Search Product Approval USER: Public User ErOgUCtAggdZediderni > product or Anolication Search > FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Ilcation Detail Custom Window Systems, Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mlafevre @cws.cc Michael LaFevre mlafevre @cws.cc Michael LaFevre ## 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 MLaFevre @cws.cc Ralph Emminger ## 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368-6922 Ext 208 Ralph@cws.cc Roberto Lomas • ••• • • • • • Standard • • • • •' AAMA /101 /I.S.2-99 • ••• AAMA/WDMA/101/I.S.2/A440-05 Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 1^+ Evaluation Report - Hardcopy Received PE -62514 Keystone Certifications, Inc. 12/31/2010 Steven M. Urich, PE • • ••• • • • • • • • 1n Validation Checklist - Hatdcbpa R cetve� S • •• • • • • ••• • • • • • • • • • • FL7067 R3 COI 510485A Eal Rep HS- 8,0(rImpact XO 74x54).pdf ••• • • • •• • • • • • • • • • • • ••• • • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • • • •• ••• • • • ••• • • • • • • • • • • • • Year 1997 2005 httn : / /www.floridabuildina.or2/nr /nr ann dtl. aspx ?param= wGEVXQwtDgvmivMZSg39J... 6/29/2009 ary of Products FL # Number or Name Description ' Model, 7067.1 HS -8200 Vinyl Horizontal Slider HS -8200 Vin I Horizontal Slider (Impact) 74x54, XO Limits 'f Use Appr . ed for use in HVHZ: Yes - oved 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 (HS -8200 Impact).odf FL7067 R3 II DuPont PVB NOA 05 -1208 Q_24.pdf FL7067 R3 II Mikron NOA 06 -1220 01.pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports L70. 13 A 511 A E - R. • -8201 Iu•ect 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. Installation Instructions FL7Q67 R3 II CWS -232A (115 -8200 Impact XOX)..pdf FL7067 R3 II DuPont PVB NOA 05 -1208 02.pdf FL7067 R3 II DuPont SGP NOA 07- 1116- 04.odf FL7067 R3 II Mikron NOA 06 -1220 01.pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL7067 R3 AE 510487B (Eval Rea HS -8200 Impact XOX 111x63),pdf Created by Independent Third Party: Yes �{ 7067.3 I Impact HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Horizontal Slider Impact w/ Alum. MR. Limits of Use Approved for use in Approved for use outside Impact Resistant: Yes Design Pressure: +60/ Other: Large Missile, FMR. HVHZ: Yes HVHZ: Yes -60 72" x 63 ", DP = +/- 60 psf, Al. Installation Instructions FL7067 R3 II CWS -186A (HS -8200 Impact 72x63).pdf j FL7067 R3 II DuPont PVB NOA 05 -1208 02.pdf I FL7067 R3 II Mikron NOA 06 -1220 01.odf I Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports F1-7Q67 R3 AE 510486A (Eval Rep HS-8200 Impact XO 72x63).pdf . Created by Independent Third Party: Yes Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved ASTM E1886 -02 2002 ASTM E1996 -02 2002 PA/TAS 201/202/203 1994 12/19/2008 12/29/2008 01/08/2009 02/03/2009 Back D('u Adminis[ratlon Nex?• • ••• Department of Commonly 4falr5 Florida Building CodeOngne • Codes and Standa5ds • • • 2555 Shumard Oak BoulArard • Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 •• ••■ • • • • • • • • • •• ••• •• • • • •• • • • •• • ••• ••• • • • • Y • • • • • • • • • • • • • • •• • • • • ••• • • • ••• • • • • ••• • • • • • • • • S • • • •• • •• • • • • Ss • •• • http : / /www.floridabuilding.org/pr /pr app dtl. aspx ?param=wGEVXQwtDgvmjvMZSg3 6/29/2009 © 2000 -2005 The State of Florida. All rights reserved. Coovrinht and Disclaimer Product Approval Accepts: Bobby •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• • ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • •• • • • • • • ••• • • • ••• • • • • ••u • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• http : / /www.floridabuilding.org/pr /pr app dtl. aspx ?param= wGEVX 6/29/2009 L. Roberto Lomas P.E. 1432 Woodford Rd. Clemmons, NC 27012 336 - 945 -9695 Manufacturer: Custom Window Systems 1900 S.W. 44` Avenue Ocala, FL 34474 Product Line: 8200 PVC Horizontal Slider — Impact resistant • Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 98- 72.070 method 1(d). The product listed herein complies with the 2007 Florida Building Code. Limitations and Conditions of use: Installation: • Units must be installed in accordance with approval document, CWS -157 Revision A. Engineering Evaluation Report Report No.: 510485A Product description: Horizontal Slider, impact resistant made of white rigid PVC. Frame and active sash were of welded mitered corner construction. Supporting Technical Documentation: 1. Approval document: drawing number CWS -157 Revision A, dated 06 /10/2008 sheet 1 of 8, titled 8200 PVC Horizontal Slider, prepared, signed and sealed by L. Roberto Lomas P.E. 2. Test reports: a) Report No.: NCTL 210 - 3167 -1, signed by Gerard .1. 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 -1 B, signed by Gerard J. Ferrara P.E National Certified Testing Laboratories ASTM E 1866 -02 and ASTM El 996-02 ASTM E 1886/E 1996 Large Missile Impact Test, Level D, Wind Zone 4 ASTM E 1666/E 1996 Cyclic Load Test, ±60.0 psf design pressure AAMA/NWWDA 101/1.5.2 -97 Design Pressure: ±60 psf Water penetration resistance: 7.75 psf 3. Anchor calculations, report number 510153A, prepared, signed and sealed by L. Roberto Lomas P.E. • Maximum design pressure: ±60 psf • Maximum unit size: 74° x 54 • Maximum D.L.O.: 33 3/16° x 49 13/18" • Units must be glazed with Ye IGU consisting of. outboard Iite 1/8" Ann — Air —5/16° laminated Inboard rite consisting of: 1/8" Ann —.090° Dupont Butacite PVB interlayer -1/8 Ann., per ASTM E 1300. • DuPont Butacite PVB 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 in wind borne debris regions. • Frame material to be white rigid PVC per NOA 06- 1220.01 Certification of independence: Please note that I don't have nor will acquire a financial interest in any company malrtufaderiv or dietribatirg the - product(s) for which this report is being issued. Also, I don't have nor will acquire iii nano: al inteiess irrartj clthgr entity involved in the approval process of the listed product(sje•O' • • ' `. r . - • • i .:4" 1 4.1• f' :. •• ••• •• • • • •• ` `\\ J , I l • .1 L rO'' � .... ,. ls.,. •:• • • • • • • d ` �- -e - ,, ` 4 •• • •• • 743 a7A1C OF w= :d. r• • • ••• • •Ap fr p.' � ¢• i 0Rtn 1 of 1 e +� ,:. Luis R _ Lomas, P.E. ! i i s S / . 6Ma1. Ea fti %. t. • ' • i • i 0 1 N5d 2 LE514• : ! : altifiI0 .. • • • ••• • • ! • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • _ • •• • • • • •••• • •• • • • • • • • • • • HORIZONTAL SLIDER ELEVATION (LARGE MISSILE IMP 55 114 MAX, OVERALL FLANGE HEIGHT • • • • • • • • • • • •• • • • ••• 49 1711G GLASS DLO 54 � 1 MAX. UNIT HEIGHT I •• •• • • • •••• • • • • • •••• • • TABIApFCQNTENTS • • *GENERAL NOTI6 & Ei$VATION'• •.9..1 • ANCHOR SCHEDULE AND NOTE9/.,,.14.._..4 • • •I %$1GN PRESStJRI & GLAZING—A-- SECTIONS & EXTRUSIONS & F MATERIALS_ .._.� INSTALLATION DETAILS ._.......�.....6 -B I•I 3118' 0 75 114 - MAX OVERALL FLANGE WIDTH 74'_ MAX UNIT WIDTH NOM — MAX. SASH WIDTH x 18• 01.0 "O/X" & "X/O" MAX. SIZE <=1 471M' GLASS DLO PROPRIETARY ANDC@Wp9 - THE INFORMATION CONTABUED N THIS DRAWING IS THE SOLE PROPERTY - WINDOW SYSTEMS, INC. ANY REPRODUCTION N PART OR AS A WHOLE W ' • WRITTEN PER,- SIGN OF CUSTOM WINDOW SYSTEMS. PC. IS PROHBITED, • • ACT) pvC IMPACT REQUIREMENT' 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: '00:' OR "X10' 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 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 8-8 FOR ANCHOR DETAIL. 8. 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/r, NCTL- 210•3187 -15, NCTL -210- 3167 -1 9. SERIES I MODEL DESIGNATION HS -8200. 10. WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK OR FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 = FIXED SASH 12. SECTION CALLOUTS FROM 0/X ELEVATION APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. A' UPDATED PER NEW FBC REQUIREMENTS 107/07/08 A NDOW sYSIEmS }900 S.W. 44TH AVENUE 01SU1, FLORIDA 34474 6 '.: "o ENERAL NOTES & ELEVATIONS - LARGE MISSILE IMPACT c ,,; ._., _PVC HORIZ SUOE N ! 2511 ,. a • V _ , . 8200 HAWN MY: CIA t: BAT 7115/2008 NTS WC.. NU.. CWS -157 A ` 1 OF 8 a A UPDATED PER NEW FBC REQUIREMENTS i 07/07/O8 Hdi SCHEDULE a NOTES - LARGE MISSILE IMPACT SLIDE�� 7/15/2008 " COS - 157 f A 2 0F8 NOTES: ANCHOR LAYOUT - (FLANGE) TW UFNMA a CUP DAIDNRY OPENNED 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. 2. SHIM AS REO'D AT EACH SET OF INSTALLATION ANCHORS USING WAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 114'. USE SHIMS WHERE SPACE GREATER THAN 1/18' IS PRESENT. 3. LOAD BEARING EFNf LL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOW ED. ;ADO DIA ELCO TAWIMASONFItANGMlip MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 tl4" INTO MASONRY THRU FRAME QA THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2 12' SHALL BE ACHIEVED. •••••• t.:4(RfcIDD SCREW ANCHORS MUS= SE S:JFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 318' INTO 2 BY WOOD BUCK. 6airft WOOD SCREW ANCHORS MUSfIE LENGTH TO ACHIEVE A MIN, EMBEDMENT OF 1 12' INTO 2 BY WOOD BUCK FOR RN 4NINALINTION • • • • • • • • • • eeS ` L•LURNERStvrrIM&L JOIN} "et �. %!ALANT. 8. AU. INSTALLATION ANON:RS MUST BE OF A CORROSION RESISTANT MATERIAL OR COATING. • • • • •••• r • 11QS • (�RI � .ATION ANCCH�OpRS SHALL BE I��� RDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL OT BE U SED N SUBSTRATES WITH F " f,4S LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 11. INSTALLATIONANCHORICAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: • A. WOOD - MINIMUM SPL�IFIC GRIM/11 G.0.42 • • • ciov CRETE • I1MI)uM COMPRESPVE STRENGTH OF 3,200 PSI. t. MASONRY -S1'i Rti131 CONFORI IANCETO ASTM C-SO, GRADE N, TYPE 1 (OR GREATER). •••• PROPRIETARY AND cQIRDENTW. THE INFORMATION CONTAINED IN IRIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WNDOW SYSTEMIS. C. ANY REPRODUCTION W PART OR AS A WHOLE W RHOUT THE WRITTEN PERMISSION OF CIT3IOM WINDOW SYSTEMS. INC. IS PROHIBITED. A LAYOUT - (FIN) WANG RN MOOD OPWIe INSTALLATION ANCHORS TYP. CO M.MO DTIY SIZES (TIP-'11P)) WIGHT (1N) WIDTH (IN) GLASS TYPE 19 1/8 (18 C0 S ) 55 1/4 26 A,B +60/ -60 +60/-60 +60/ -60 +60 /-60 28 1/2 A,B +60/ -60 +60/ -60 +601 -60 +60/ -60 37 A,B +60/ -60 460/ - -60 +60/ -60 +601- -60 531/8 A,B +60/ -60 +60 %60 +60 /-60 +60 /-60 75 1/4 1 A,B +60/ -60 +60/ -60 Q60/ +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 +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 WIDTH (IN) 74 •••• • • • • •••s • • • • • • • 24 3/4 27 1/2 29 1/2 31 112 35 1/2 39 1/2 41 1/2 43 1/2 47 1/2 51 1/2 • • • • • • • • • • • • • • • •• • GLASS TYPE 17 7/8 • • • •• • • • • •• •••• • • A,B A,B A,B A,B A,B A,B A,B A,B A,B A,B A,B • • • • • • +60-60 29 1/2 +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/ -60 314" OVERALL 1/8' ANNEALED GLASS 5116- AIR SPACE 5118' LAMINATED 1/r ANNEALED GLASS 3/32' DUPONT PVB INTFRLA'/SR l/8' ANNEALED GLASS 1/2' GLASS BITE MODULAR sIZ1?5 (UNFr WINDOW SIZE) 31 112 35 1/2 +60/ -60 +60/ -60 +60/ -60 +60 /-60 +60/ -60 +60/-60 +60/ -60 +60/ -60 ITEIGI1T(IN) 391/2 +60/ -60 +60/ -60 +60/-60 +60/ -60 +60/ -60 +60/ -60 +60/ - 60 41 1/2 +60/ -60 +60/ -60 +60/-60 +60/-60 +60/ -60 +60/ -60 +60/ -60 314' OVERALL 115 TEMPERED GLASS 5/16' AIR SPACE 5/16' LAMINATED U8 ANNEALED GLASS 3132' DUPONT PVB INTERLAYER 1/6' ANNEALED GLASS 43 1/2 +60/ -60 +60/ -60 +60/ -60 +60 /-60 +60/ -60 +60/ -60 +601 -60 471/2 54 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/-60 ART Ann EDE TAT. • .. IN THIS ORAW* O is THE sae PRROPERTY OF 41s>ba a L ROBE REPRODUCTION ►I PART OA A WHOLE WITHOUT TIE FL P.E. WRITTEN PE OF CUSTOM WINDOW SYSTEMS. INC. 6 PROHIBITED. • +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 52514 NOTE: IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE, :S IC HORIZ SLIDE A UPDATED PER NEW FBC REQUIREMENTS 07/07/08 WINDOW SYSTEMS SQ0'SiW. AVENUE , FLORIDA 34474 'IMP CHART & GLAZING - LARGE MISSILE IMPACT H6t 7/15/2008 CwS -157 3 OF 8 • •• • _ • • • • SECTION • AWAY • • • ?YPIGAL • • • • • • 4. •• • • • .••• • • • •• •• • • • /•• • • • P • • •••• • • • •• • • • • • • • •• • •• • • • • •••• • • • • •••• • �1 TYPICAL VERTICAL SECTION 4 NOTE; SHOWS FIXED LITE CUT AWAY ALTERNATE FIN FRAME NOTE: ITEMS 22, 27, 29, 36, 41, 42, 43, 50, 53, AND 54 ARE USED BUT NOT SHOWN FOR CLARITY. r , DETAIL D (JAMB IMPACT HOOKS) DETAIL C (HEAD IMPACT HOOKS) PROPRIETARY AIROCOiffITI8.7TIAt THE INFORMATION CONTAINED N THIS OPAWAIO IS THE SOLE PROPERTY OF PT1ST2 A W NOOW SYSTEMS. NC. ANY REPRODUCTION IN PART OR AS A WHOLE W DRIUI' THE WRITTEN PERANSSICN OF CUSTOM WINDOW SYSTEMS. NC. IS PROH181TFS ' L FK)ifE RTb1.. FL. P.£; NO. 62514 OVERALL RANGE WIDTH pXTERIOR (lid TYPICAL HORIZONTAL SECTION a AX3TE: LEFT SHOWS FIXED UTE CUT AWAY. RIGHT SHOWS SASH CUT AWAY IMPACT HOOK SPACING: 1) JAMB HOOKS: A) 6' FROM UNIT EDGE TO EDGE OF HOOK B) A THIRD HOOK 13 CENTERED IF UNIT HEIGHT IS GREATER THAN OR EQUAL TO 35 3/4 ". 2) SASH CATCH: A) 2-1/2' FROM SASH CORNER TO EDGE Of CATCH. B) A THRD 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 1400K SPACING: 1) HEAD HOOKS: A) 6' FROM UNIT EDGE TO EDGE OF HOOK 8) A THIRD HOOK IS CENTERED IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 61 314'. 0) INNER HOOK 3 7/6' FROM EDGE OF MTG RAIL 2) SASH CATCH: A) 2- 1 /2' FROM SASH CORNER TO EDGE OFCATCH. 5) A THIRD CATCH IS CENTERED IN SASH IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 61 3/4'. SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 1/4'. A UPDATED PER NEW RC REQUIREMENTS 107/07/08 W5'IDOW SYSTEMS 0900 S.W. 44TH AVENUE .ScALA, FLORIDA 34474 4 /ECTION VIEWS 4 ALTERNATE FIN FRAME - LARGE MISSILE IMPACT o PVC HORIZ SUDEFE ": BAT Alt' 7/15f2008 q • EL:8200 'c LLt. )`I NU CWS -157 - c, t �itv.ltn A 40F8 • • • • • SASH CORMS FRAME CORNER um S Part N DercriptIoa 31f9• O — ~ t CONSTRUCTION CONSTRUC71ON 1 Win R., SH, w/R2., PVC, Hsad 3 118' 2 QD . .. . -- i 3 1.6031 Main Fr., Sli wJw/143.. w/143.. , PVC. Se r ' \ I. 3 H-6031 I. 3, Fr., SH, w A1g., PVC. L .1b. . ' - 1 ��' �� i I 4 }+8031 Main k. SH w /F4 . PVC, 11..111. S 1+6001 Meal Rai, Fxd. 6 S•1499 Reid. FM. MR. 211 /16' ` I : I„L._ , 39118- L��� CORNER W 0.D (ALL 81DE3) - " �. I t _ �� ., ..! ! • . -.. ��.,. �\ ,� ..... CORNER WELD (AU. SIDES) 7 H•9927 Sash Meet. Rai. PVC S 1.1497 Retrd. Sash Veen. Rai C 1 i "..... i PVC SASH MTG. RAIL -6027 ' d FRAME FLANGE -6031 1-8028 Sash BdttomRai, PVC MS Ft.1Dt 1,13) 16 S-1498 Reid. S2J�S.S,H. f1 r z. PVC --I 1 . I FDIED MEETING RAIL SCREWED C1l1T , 11 148004 sash Sxi®JTOp/BOL RaI PVC FRAME FIN -6026 12 5.1676 Ruder. track 13 s-8o16 GI . Bd, 3/4'.Fxd., wtf. I 14 58018 Gk. Bd. 3/4'.Fxd. Vert 0 _ I 1 1 13/16' , 15/16".-1 5re' 0 1/18' (I) 1 1 Mr I 1• �_ ! 1 I. Sal 13 3.0018 (3z. Bd- 314'Sash, Fbrtz. 16 5.8016 GR. Ed 3la'Sesh, Vert. >_ -' 17 8.8013 Scat. Adapt, w/163. PVC. Wiz. I I . 'I �--1 7116' -.-I ( 18 3 Scm. Adapt, PVC, V e t I 1 _ - �l 0 . SASH MTG. RAIL -1497 ALUM. REINF. 6063 -T6 20 5-1576 Frame Catch, Jaa6. P/C, HS k i j I r r I � j 21 5 1556 Sash Catch, WC, act t P VC FIXED • 1 y18 MTG. RAIL -6001 PVC SASH TOPJBTM RAIL -6004 PVC SASH SIDE RAIL -6028 • 1 23 P Ro 23 P-3804 Tang Roller, madam 24 P - 3 7 8 3 Lock b act WC 25 P.3784 Keeper. sect PVC 26 P-3215 Weep Covered Rap 1-1 1/4' 27 P3093 Reird. Rata. F.MP. ROLLER ALUM. 1 1J4 J. 0 3/16' 314' 28 P-3429 Wstp.,0270x.187 back FiiSeal,Gray %- • 1• � 1 TRACK 6063 � .. _ . ' 1.--- = PVC -1678 SASH IMPACT HOOK -1556 FIXED MTG. RAIL -1499 S.B.RJS.S.R. -1498 1/2• -T6 ALUM. 6063 -T6 ALUM. REINF. 6063-T6 ALUM. REINF. 6063-T6 GLAZING ! BEAD -6016 1 1/B• I I& 10 P•3766 Ile x2AWT3tFHSAJB 30 5.1112 Glezho Bead 31 P3769 143x 0625 R+PHSMS 32 P4051W 6811250RiRiTEK.Wht - 33 P3748W e6 x 0.625 Cued RI T9(. WC 1 34 P-3010 Bub Vxtytwl Rigid Base, .250 Hgh M18. 'St6' 5/18" --1 �"_ PVC SCREEN CATCH - 6013 35 P3531 38x 3ld' Screw .FraSe Impact tbok PVC SCREEN SUPPORT -6014 34 P-3342 SeemSeaer, 814.5504 j----1/16' f— 37 P.3 Rug. 1/7 Hale 7J8' �F•- ---1 3s a yr►t�ea rruSeaIjut •• — 2 112- ANCHOR CUP, P -3780 FRAME IMPACT HOOK -1577 7/16 1•.- NW ALUMINUM 6063 -T6 ALUM. 6063 -T6 (HS HEAD) 0: InininiNEIMMIS • • •31 • P3438 Rat 6631, TruSealH'• • 40 P. •,,, ,,z '° 85 Cur, 1/S' x 516 trig. • " ' "' - �r �,` 4 P3813 CWS W. ) 3' — � SCREW SUPPOR T - 3113 •.ac. .t . • 07/07/08 i •4 . Spacer. _ 111x •, 314• lu l l - �_ , a t ")tf / ' + r r ' r •t r WINDOW 0. z a ...„ - •-• o FLORIDA L . ' n so � _ FRAME IMPACT HOOK- ALUM. 6063 -T6 (HS Jfi4AB) >1..: PLAN VIEW OF ANCHOR CLIP _ 8'11' IEEE= P AO: 111=11 ,,.. at . ., ..:. ' T � c ; x 4 6/ NOTE: ITEM 19 IS NOT USED IN THIS PRODUCT' p 4 r , •; . • , „.: • +'` ' PVC HORIZ SIJOE ;'} ^ i . • ���� 8� tt� . • a i�Lii 1; : PRaPB•Taarreaaeoeer�mel, � THE INFORUATION CONTANED•N TNLR DRAWING IS THE SOLE PROPERTYOe:lX1STO61 WINDOW SYSTEMS, NC. ANY REPRODUCT ION iN PART OR AS A vactEWITsiGur WRITTEN PERMISSION Of CUSTOM WINDOW SYSTEMS, ACAS PROtA6RE0. p ��® = Cat ch. Hea PIG HS a ., - vo • L.• FSi76EiTit7 Lt76'a47 t .. 8200 �I Reid. S.B.RJS.S.e Veit. FL F.1= NO. 62514 s � : l y _ • . ■ a • y, • 5 OF 8 �� screw scaporl. PVC . • • • • • • 2 t12" a a 4 • • ••• ••• • •• EXTERIOR FINISH BY OTHERS PEP1METER CAULK BY INSTALLER CONCRETE/MASONRY BY OTHERS WINDOW FRAME HEAD WINDOW FRAME SILL PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS I 11.11 .. a �a ° i �S • w o. • P 1 OD 2' • 1•••• •• •• •• X1 • • (MIN. EDGE DIST 1•••• • • • • CLIP CONCRETE/MASONRY • • • • •••• BY OTHERS • 44 ■ • • • • •• • • • • • • •••• . D D y . ►p' . b ' � D PD p' PP b" t P• p A D D g p • • • VERTICAL SC -CTON • • • •• • • • • • t11Ate,; •�1 a.. ar,� 1.LATO ANCHOR W/CUP DETAIL - LARGE MISSILE IMPACT &HORTZ SIDE'. r A 7/15/2008 ' CWS -157 CAULK BETWEEN BUCK AND OPENING BY OTHERS ANCHOR CUP I BY WOOD BUCK BY OTHERS • ANCHOR CUP INSTALLATION ANCHOR, 3/W DIA, MASONRY ANCHOR. INSTALLATION ANCHOR, 3/18' DIA. MASONRY ANCHOR. 1 BY WOOD BUCK BY OTHERS 11/4' (MIN. EMBEDMENT) 11L4-! (M)N. EMBEDMENT) (MIN. EDGE DIST.) (MIN. EDGE DIST.) 1/4' MP.XSHIM (SEE NOTE 2 & 3 ON SHT. 2) 114' MAX SHIM (SEE NOTE 2 &SON SHE. 2) 4 4 A • 6 1 1 /4 • (MIN. EMBEDMENT) 4 • 4 CANO NRY a BY BY OTHERS ERS ° •A � ° a • 4 EXTERIOR FINISH BY OTHERS r 1/4' MAX SHIM (SEE NOTE 2 13 ON SHT. 2) HORIZONTAL SECTION B CLIP (MASONRY) WINDOW FRAME SILL PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS ANCHOR CLIP INSTALLATION ANCHOR, 3/16 CIA. MASONRY ANCHOR. I BY WOOD BUCK BY OTHERS WINDOW FRAME JAMB PERIMETER CAULK BY INSTALLER .•' -•• 0•• P.• p„ v D P D • A p •0 Ag sD•• P.; .•• ' • • • . I 7O D • •P D . CONGRETEtMASONRY'� BY OTHERS . ALTERNATE PRECAST SILL DETAIL CLIP ,(MASONRY) PROPSSETARY ANS catispeom - THE INFORIAATK,IN OONTAMED W THIS ORAWMD IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION IMPART OR AS A WHOLE WIYNOUT WRITTEN PEFAASSION OFCUSTOM WINDOW SYSTEMS, HG IS PROI -0SRED. o , 114• MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) WINDOW FRAME JAMB . L { ANCHOR CUP 5 . 0.t ► y' • •A .5b.� g . •a P � 2 I/2" (MN. EDGE DIST.) PERIMETER CAULK BY INSTALLER INSTALLATION ANCHOR. 3/16 DIP MASONRY ANCHOR. C t • HORIZONTAL SECTION CUP (WOOD) 1/4' MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) (M EMBEDMENT) • • r4 :,:: L361: (MIN. EMBEDMENT) • • • A. INSTALLATION ANCHOR. 4 i10 WOOD ANCHOR. A 44 c At • n • Q CAUL.KBETWEEN BUCK • A AND OPENING BY OTHERS • n • n 2 BY WOOD BUCK BY OTHERS ° 4 • 4 �A • d • CONCRETE/MASONRY • • BY OTHERS • 4• . 4 ►A I. , • EXTERIOR FINISH BY OTHERS. 1 BY WOOD BUCK MOTHERS —114' MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) CAULK UNDER SCREW HEAD BY INSTALLER 13/11: EMBEDMENT) 1/4' MAX SHIM --f (SEE NOTE 2 & 3 ON SHT. 2) CAULK UNDER SCREW HEAD BY INSTALLER A UPDATED PER NEW FSC REQUIREMENTS 1 07/07/08 • •• Litg (M N BEDMENT) EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY INSTALLER WINDOW FRAME HEAD PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS • • •••• WINDOW FRAME SILL • • •NS 3RETE/MASSNRY • B'I THERS • • CAULK BETWEEN BUCK AND OPENING BY OTHERS • • • • • •• •••• • • 21/7' (MIN. EDGE DIST.) DRYWALL BY CAULK BETWEEN BUCK OTHERS AND OPENING BY OTHERS � • •r •: • •r ',-. CONCRETE/MASONRY • •'r'e • • +'f :•. CONCRETEMASONRY BY OTHERS •4 • BY OTHERS •• •• • • 2112 • • • INAINOEDGEDIST.) •••• VERTICALS FRAME IIKAGE)W•YO • • •• • • • • • INSTALLATION ANCHOR, 3/18' DIA MASONRY SCREW w/NEOPRENE RACKED WASHER THRU SCREW SUPPORT. I BY WOOD BUCK BY OTHERS 1/4' MAX SHIM (SEE NOTE 2 8 30N SHT. 2) CAULK UNDER SCREW HEAD BY INSTALLER DRYWALL BY OTHERS INSTALLATION ANCHOR, 3/1S' DMA, MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT. INSTALLATION ANCHOR.3118' DMA. MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT. CAULK UNDER SCREW HEAD BY INSTALLER isz (MIN. EMBEDMENT) 2112 MN. EDGE DIST.) 1 1 /4• (MIN. EMBEDMENT) HIGH STRENGTH STRUCTURAL GROUT BY OTHERS 114' MAX SHIM — =or t'� (SEE NOTE 2 & 3 ON T. 2) �•� t�:4 SHT. a. SILL STOOL BY OTHERS • °• .4. 44 o• °, s• .s s. _ USE SOLID WOOD • •A'•1�••• t- ePw . • SUPPORT TO MAKE •••••:. A• a • o• ° . �'r P • ° •. SILL LEVEL. BY OTHERS r ••• PP • • P . • � • • • • EXTERIOR FINISH BY OTHERS (f') HORIZONTAL SECTION VJ FRAME (MASONRY) WINDOW FRAME SILL PERIMETER CAULK BY INSTALLER PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS D. • • -• -0 .. •.D p. .4 - •D. ® p• ••p .a • i • a •.• D . •0 .• +! D. ..p a .- b CONCRETE/MAS(3tJRV--/ BY OTHERS (R)AL.TERNATE PRECAST SILL DETAIL �7 ' D FRAME (MASONRY) Ca. WINDOW FRAME JAMB •II • • a.t D.e • •• .0 • •B D p p D D • . • ' • • i P • i • 21/z 1-- (MIN. EDGE DIST.) WINDOW FRAME JAMB INSTALLATION ANCHOR. 3114' DIA. MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT. CAULK UNDER SCREW HEAD BY INSTALLER ER U4' MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) JAE (MN- EMBEDMENT) 1 y r A s PROPRIETARY AND OPIRDENTIAL _ 4 OBEl3T0'YOMAS THE 94FORItKIION CONTAS/ED S 1 IS ORAW!O IS THE SOLE PROPERTY OF F:;15T» L. R u - FL P.T:.• R1 LTE 514 a WINDOW SYSTEMS: INC. ANY REPRODUCTION IN PRAT OR AS A WHOLEy31 LOST 5IE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEM, INC. IS PROIHISRED: . PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS INSTALLATION THRU FRAME DETAIL - LARGE MISSILE IMPACT ES: HAWNTIY: BAT � 7/15/2008 PVC HORR. SURE x .4200 1 NTS Ka. NU.: CWS 57 © HORIZONTAL SECTION FRAME (WOOD) DRYWALL BY OTHERS • Y . A • • • INSTALLATION ANCHOR. • #10 WOOD ANCHOR WI A NEOPRENE RACKED WASHER THRU SCREW SUPPORT. •• 2 BY WOOD BUCK BY OTHERS CAULK BETWEEN BUCK AND OPENING BY OTHERS tY. Ltl ItH: A P 11 51: 70P8 • • • • SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS CAUU( BEHIND FIN BY INSTALLER WINDOW WRAP BY INSTALLER PERIMETER CAULK BY INSTALLER WINDOW FRAME HEM) WINDOW FRAME SILL CAULK BEHIND FIN BY INSTALLER PERIMETER CAULK BY INSTALLIF4 • • • • • WINDOW I IAA& Y INST • EXTERU BY OTHERS • SHEATHING • -0 BY OTHERS • • • • • • • • • • • • • • J (MIN. EMBEDMENT) 1.1 r yi TA O LLA 0D TION scasv ANCHOR, • 2 BY WOOD BUCK BY OTHERS ' .44 • • • • • • • jjjZ ■ • AIIPEATICAL SECTION liti(WOOD) (MIN. EMBEDMENT) 1 yr MAX SHIM (SEE NOTE 2&3 ON SHT. 2) f _11, MAX SHIM (SEE NOTE 2 & 3 ON &HT. 2) INSTALLATION ANCHOR. HI WOOD SCREW 2 BY WOOD BUCK BY OTHERS SHEATHING BY OTHERS 2 BY WOOD BUCK BY OTHERS INSTALLATION ANCHOR, 8 WOOD SCREW I Ita• WIN. EMBEDMENT) EXTERIOR FINISH BY OTHERS CAULK BEHIND FIN BY INSTALLER (Pft HORIZONTAL SECTION .fl) FIN (WOOD) yr MAX SHIM (SEE NOTE 2 ON ENT. 2) WINDOW WRAP BY INSTALLER PERIMETER CAULK BY INSTALLER PROPRIETARY AND CONFIDENTIAL THE R4FORMAN CONTAINED IN TI-ItS DRAWING IS THE SOLE PROPEFITY OP WINIXAV SYSTEMS, INC. ANY REPRCOUCTON IN PART OR AS A WHtE WLTIHEIt lAS WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED, , • •. • • • -tziltmEkro FL. P.E..MO. 32614 • • • WINDOW FRAME JAMB A UPDATED PER NEW FBC REQUIREMENTS I 07/07/08 WINDOW SYSTEMS IWO S.W. 4411-I AVENUE OGALA, FLORIDA 34474 ALLATION ANCHOR FIN DETAIL - LARGE MISSILE IMPACT 7/15/2008 CW5-157 8 OF 8 • • • • • • • • • • • • • • • • • , • • • • • • • • Florida Building Code Online BCIS Home I Log In I User Registration Product Approval USER: Public User product Approval Menu > Product or Application Search > FL # Application Type Code Version Application Status' Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida Ucense Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Hot Topics I Submit Surcharge I Stets & Facts I Publications PBC Staff I BUS Site Map I Links S Search FL9520 -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 @cws.cc on Report from a Florida Registered Architect or a Licensed Florida Professional Engineer se Evaluation Report - Hardcopy Received Roberto Lomas PE -62514 Keystone Certifications, Inc. 12/31/2010 Steven M. Urlch, PE ••• • • • • • • • • • • Validation Checklist - Hardcopy Iteleived • • FL9520 R2 COI 510190E (Impact 3 In Mull Evai).pdf Standard AAMA 450 -06 ASTM E1300 -02 ASTM E1886 -02 • •• • • • • • •• • • • • • • • • • •• • • • • Page 1 of 3 • • •• • ••• • • • • • • • • • Year • • • • • • • • • • • • 20106 • • • • • 20.02 2002 • • • • ••• • • • • • • • • • • •• . • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • http : / /www.floridabuilding.org/pr /pr app_ dtl. aspx? param= wGEVXQwtDgvIHvmuJRWcZI... 6/9/2009 Summary of Products FL # Model, Number or Name Description 9520.1 3" Alum. Tube Mullion 3" Alum: Tube Mullion, Horizontal & Vertical, Fin & Flange applications. (IMPACT) Limits of Use j Approved for use in HVHZ: Yes 1. 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 (Impact 3 In Mull Eval).pdf Created by Independent Third Party: Yes t 9520.2 ' j 4" Alum. Tube Mullion 4" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange applications. (IMPACT) 3 Limlts� f Use A.. ' . ved 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. 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.pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL9520 R2 AE 510194B (Impact 4 In Mull Eval).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 in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +67.5/ -67.5 I Other: Large Missile Impact, Max. 111 1/4" Horiz. span. 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 Third Party: Yes Evaluation Reports FL9520 R2 AE 510197B (Impact 5 In Mull Eval).pdf Created by Independent Third Party: Yes Florida Building Code Online Page 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 Next DCA Administration • • • • • • • •• • • • • • • • • • • ••, • • • •• • • Department of Community Affairs Florida Building Code Online Codes and Standards • • • • • lees • • • • 2555 Shumard Oak Boulevard S • • • • • Tallahassee, Florida 32399 -2100 • • • • • • • • • i S (850) 487 -1824, Fax (850) 414 -8436 • • • • • • • • • • • • @ 2000 -2005 The State of Florida. All rights reserved. Coovright and Dischimer • • • • • • • Product Approval Accepts: •. • • • • •• • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • •• O. • • • •• •• • • • • •.• • • http : / /www.floridabuilding.org /pr /pr app_ dtl. aspx? param= wGEVXQwtDgvIHvmuJRWcZ1... 6/9/2009 Florida Building Code Online Page 3 of 3 http : / /www.floridabuilding.org /pr /pr app_dtl.aspx? param= wGEVXQwtDgvIHvmuJRWcZ1... 6/9/2009 L. Roberto Lomas P.E. Engineering Evaluation Report 1 432 Woodford Rd. • Lewisville, NC 27012 336 -945 -9695 Report No.: 510194B Manufacturer: Custom Window Systems 1900 S.W. 44 Avenue i Ocala, FL 34474 � Product Une: 4" Mull Bar Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs far 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 H -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 AAMAM/DMA/CSA 101/I.S.2/A440 -05, AAMA 450 -08, 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 9.251bs at 50 ft/sec. o Design pressure: ±67.5psf o Water penetration resistance: 10.125psf o Cyclic Load Test: i67.5psf design pressure o Large Missile Impact, Level D, Wind Zone 4 3. Anchor calculation report No. 510195E prepared, signed and sealed by Luis Roberto Lomas P.E Limitations and Conditions of use: • Maximum design pressure: 1:67.5psf • Maximum horizontal mullion span: 741/8" • 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 HVHZ. • 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 instructions and/or approval documentation. Certification of Independence: Please note that 1 don't have nor will acquire a financial interest in any company manufacturing or distributing the products) for which this report is being issued. Also, I don't have nor will acquire a financial i Snn other 0� • . entity involved in the approval process of the listed product(s). • . � :. • • • • �,� • . ' , 1 ". ''-,•••- • • • • • • • sti. • •. • • 6;4:4 h'q1. , -.ii �o. • • • •• 1 of 1 z'' ° • _ r • • ••• ••• • .. 1 “ . . • • • • • • 4 • • • • ••,,; - `• • • • ,,,11.7.• • ° .•,..::: • • q 1 • • • • • • • • - 1 0,.'•••,:;,x:•• , • • • • • • p. ° � ° *g�4y�,i • • • • 000 • • • •• •• • OVERALL HEIGHT HEIGHT 53118' 1080!8 MAX OVERALL. WIDTH ANCHOR CLIP CUP VERTICAL MLILLtON EOR PVC WINDOW$ 4" MULL BAR ELEVATIONS SHOWN W/DIFFERENT OPTIONS •••• • • • • •• • •• • • • • TARLE O OM PEM116• • • • I__ 3 r-4 R • • • • �T �— • • • CLIP ,fit GENE NOTES& ELEYA=LONS..........,1 • • • ANGICR SGHEDUL. E ..._...._............_........2 DE!I *AREBSURE GNAWS —..............3 • • • • NS & S.O.M.111_.R .................4 • • SftTION VIEWS—S.9.1.--J DETAILS.—.,..... •••• •••••• • • • • • • ••• • • • • • • , % � • A • r, .` •••• li ):1414 . wa.> FOR PVO�NO PROPRIENARV AND 0061101NRAL T40:Nia0RMATIONOGNTANf O N MSS DRAMS 15 THE SCA. WINDOW SYSTEMS. INC. ANY REPRODUOTKIN NPART ON AS WRITTEN PERMISSION OP CUSTOM MOON SYSTEMS. INC. IS HULL BAR INSTALLATION REQUIREMENTS; 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. INCLUDING THE HVHZ. 2. CONFIGURATIONS SHOWN: 1. VERTICAL 2. HORIZONTAL! VERTICAL 4. ALL MULLION EXTRUSIONS ARE 8083 -T8 ALUMINUM. 5. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER AU. LOADS TO STRUCTURE, BUCK AND FRAMING 19 RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. 8 CONTRACTOR L4 RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF WINDOW OPENING AND ALL WOOD FRAMING AROUND WINDOW. 7. RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY APPLICABLE LOCAL. LAWS, BUILDING CODES. ORDINANCES OR OTHER SAFTEY REQUIREMENTS RESTS SOLEY WITH THE ARCHITECT, ENGINEER OF REOQRD, BUILDING OWNER OR CONTRACTOR. 8. APPROVED IMPACT PROTECTIVE SYSTEM O NOT REQUIRED FOR THIS PRODUCT IN AREAS WHERE WIIO BORNE DEBRIS PROTECTION 13 REQUIRED. 9. REFERENCE TEST REPORTS: NCTL 2143424 -1, NOTL 21034241A, NCTL 21034242, NCTL 2143424-2A, NOT'.21 210-34243, NCTL 210.342434, NCTL 21434244 NCTL 2103424 -4A NCTL 21034281. NCTL 21434241A, NCTL 2143428 -2. NCTL 210. 3428 -2A, NCTL 21034285, NCTL 210- 34283A, NCTL 21434284, NCTL 21034264A 10. DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO THE MULLION, WINDOWS MUST BE APPROVER UNDER SEPARATE APPROVAL 11. SEE MULLION CHARTS FOR MAXIMUM DESIGN PRESSURES, LENGTH AND ANCHOR SCHEDULE. (SHEET 2 8 3) ANCHOR 12. DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE CUP OP THE MULLION OR THE INDIVIDUAL WINDOW UNIT. 13. SINGLE UNITS TO BE 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 0E1/AWL PVC. 14. HORIZONTAL MULLION SHALL EXTEND THE ENTIRE. WIDTH OF THE MULLED MT. VERTICAL, MULUOM IS USED TO MULL TOP AND BOTTOM UNITS TOGETHER AND/OR TO THE NSRIZCNTAL P.WW0IL 1&VERTICAL.MILLED LLNITs MAY BE MULLED INDEFINITELY AS LONG MIRE SINGLE LEST WIDTH AND HEIGHT ARE NOT EXCEEDED, AND MULUDNS ARE ANCHORED AS SHOWN HEREIN. 107107!08 148 • • • • IR • •• •••• • • • • •• • • • • • 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, W14SGH EVER REQUIRES MORE ANCHORS. S. 2. IN CONCRETE CONSTRUCTION ATTACH MULLION TO SUBSTRATE WITH 3/18° DIA MN TAPCON OF SUFFICIENT LENGTH TO ACHIEVE A 1 1/4° MINIMUM EMBEDMENT INTO SUBSTRATE. 3. IN WOOD CONSTRUCTION ATTACH MULLION TO SUBSTRATE WITH 010 WOOD SCREW WITH A 010 WASHER OF SUFFICIENT LENGTH TO ACHIEVE A 1 3(8° MINIMUM EMBEDMENT INTO SUBSTRATE. 4. AT MULLION LOGAN*,1 W WDOW UNIT THRU FRAME USING 010 x 1 HEX WASHER HEADTEK SCREW (ITEM 42). B. f21,,I QI:ATION ANe4011g MUST BE DADA?: it CORROSION RESISTANT MATERIAL OR COATING. 9. FOR INSTALLATIONC* WIHRGW UNITS, SEE THE APPROPRIATE APPROVED INSTALLATION INSTRUCTION. 7. INSTaLLA11ON ANCHORS SHALL BE IN $ i� AWITH MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL ROT BE USED IN SUBSTRATES WI S; 7 LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 4 ,1 8. INSTALLATION ANCHOR CAPACITIES FO01 PR HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROP AMOOb - MINIMUM SPE®IMC GRAYIrOGFIG•1942 . . • C ETE - MINIMUM C MPRES NGTH OF 3,200 PSI �.�RY • ST�Frl� IAIIONFORM,I Z .STM C-90, GRADE N. TYPE 1 (OR GREATER) >, „' • • • • •••• , ,. . a • PIIOPWETARYPADOONIININ UL '- a ys• THE INFCtRUATION • WDIDGW reams. INO. SIN PARTON ASA i T1 Ti6� ta •• • WPOT7EN PERMISSION OP purrs mmow SYSTEMS. Pr. DP • %w ap ai a > a. S14 Lv Oar • � • yK y '. • er � a :t • } i q PVC MULL BAR • 1900 SW 44TH AVE. OCALA, FLORIDA 84474 Tom: ANCHOR SHCmULE 7 NOTES • 4' MULL A I UPDATED PER NEW FBC REQUIREMENTS 107/07/08 Ai Piz •t !•u • 413'009 2 OF 7 • •••• • • • • • • • 4" HORIZONTAL MJLI.ON 1.1804 WITH S-1522 CUE', tuFACT (DESON PRESSURE CAPACITY CHART, PSF) , -, .:. WDTH(W) (IM I ' cfTT(H1) (IV) - , r • He) 35 47 55 59 63 71 741/8 CLPTO JA&B (2)B or (2)B (2)B or (2)B (2)8 or (2)B (2)B or (2)8 (2)B or (2)B (2)B or (2)B (2)8 or (2)B 23 1/2 26 5/8 167.5 167.5 367.5 167.5 /67.5 387.3 ±87.5 29 112 26 5/8 187.5 /87.5 167.5 167.5 167.5 ±67.5 ' 167.5 351/2 351/2 ±67.5 ±67.5 ±67.5 187.5 167.5 167.5 - /67.5 411/2 37 1/16 167.5 167.5 1675 167.5 197.5 1:87.5 167.5 471/2 37 1116 /67.5 167.5 187.5 167.5 367.5 167.5 ±67.5 531/2 37 1/16 167.5 167.5 /87.5 367.5 167.5 167.5 167.5 591/2 37 1/16 187.5 1675 187.5 167.5 167.5 167.5 167.5 651/2 37 1/16 1:67.5 /67.5 167.5 ±87.5 167.5 *67.5 167.5 71 1/2 37 1/16 167.5 ' 1675 167.5 167.5 ±67.5 167.5 157.5 72 37 1/16 167.5 167.5 167.5 167.5 167.5 187.5 167.5 76 37 1 /16 167.5 167.5 .167.5 167.5 167.5 157.5 167.5 4' VERTICAL MJLLCN 1-1604 WITH 8-1522 CUP, M' ACT (D5N PRESSURE CAPACITY CHART, PSF) L. " (H) (14 171/2 231/2 271/2 291/2 SINGLE UJT 31 1/2 ' W1,W2, 351/2 « M 391/2 41 1/2 431/2 471/2 *:- 1/8j) 231/2 167.5 167.5 167.5 167.5 07.5 1:67.5 387.5 167.5 167.5 167.5 29 1/2 ±67.5 187.5 167.5 ±67.5 387.5 /67.5, 1677.5 167.5 367.5 187.5 167.5 351/2 1677.5 187.5 167.5 *67.5 387.5 ±87.5. 167.5 ±67.5 ±67.5 ±67.5 167.5 41 112 197.5 /67.5 387 5 1575 397.5 357.5 187.5 167.5 387.5 167.5 CAM!) 397.5 387.5 167.5 /67 5 387 5 187.5 ±97.5 167 5 /67 5 167.5 387.5 531/2 167.5 167.5 187.5 167.5 397.5 187.5 167.5 187.5 367.5 167.5 187.5 591/2 167.6 187.5 187.5 167.5 /67.5 *67.5 /87.5 167.5 167.5 367.5 167.5 651/2 387.5 1.87.5 167.5 167.5 157.5 197.5 187.5 197.5 167.5 ±87.5 167.5 71 1/2 367.5 387.5 387.5 =;7,5 397.5 1:67.5 ±67. 367.5 167.5 • •:.5 ±97.5 76 167.5 187.5 157.5 167.5 167.5 ±87.5 167.5 367.5 ±67.5 167.5 *67.5 •••• • • • • •••• • •• • • • • • • • • A 1 UPDATED PER NEW PBC RECIAREMENTE I071b7/I18 • • • • • • • • • • • �Nf •• • •• •• • • • ••• • • . E w �,,pri • • vT'" • •••• e , i • • + ` • • • PIfO!lLMYA�001/O6MW 8 '. d , `. • 16TH INFOARMIIONOONTAN®VMS OWLMIRI 18 THE SOLE ^ • : : .,wY• ,;a.,r.: WPM=SYECTIMS NO PH REPRODUCTION N PART ORMA t.... al. ;�. • 4YROTWPENIWO YNIINDCMSYSTEMMR18 . ' " _ a j • • • fat Q f / eo "� <f ' &L A . ilA R4DA .,�!C _ ' '! a _ �, ,,,:.4 -; .. s C, • ._ • :s 4 • . : SW 44TH • 3 4474 • . • DESIGN PRESSURE CHARM. 4' MULL BMA " PVC MULL BAR -' : . , fs �j,.,. 4B ;..w • " � A f A • -7 • •••• • • • • • • • } ITEM N15 ( 1 2 3 4 5 6 7 8 9 43 • • • • • • PART" NO. DESCRIPTION H -1804 P-3787 S -1522 S -1806 8 -1572 S -1571 41X' • OIL 31 18' • • • • • L • •••• • • • • • • • • • • • MULL, 1 3/8' x 4" PVC SPECIFIC #10 x 1" HEX WASHER HEAD TEK #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 4718' • • li MEE 1 8/18` •, 2114' 0 3+18' 2 7118' •• • • _ r • RETRO CLIPf4 Ati'11VIiNUM 60 §S 9 • (F4N) • • • •••• • • • •••• 1 3118' 1_ HORIZ. ANCHOR 5 -1606 ALUMINUM 6063-T6 3 &8' THE NIORId4TION CONTAINED IN TM WNOOW SYSTEMS. MOW V REPRODUCTION N PART WRITTEN PERIASSION OP CU31'OHWNCOW _1/8' RETRO CUP(4 ") 5 - 152 , , ALUMINUM 6063-T6 11 (FLANGE) 4 .�,, -.. 8118' DRIP ADAPTER S-i 572 ALUMINUM 6083-T6 • fit t . y � FLANGd ADAPTER S-1571 ALUMINUM 6063 -T6 1 318° 4" MULLBAR H -1604 ALUMINUM 6063 -T6 • •••• • • • • • •• •• • • • • •• • • ® SINGLE WINDOW WR • • •• • • • • • • • • • • • • • • • •• •• • . • • • • • ••• FRAME 1 -) FRAME CAULK BEHIND FM PRIOR TO ATTACHING TO MULLION � LyO L E4L_N Tw w s • • 10. '. • ,,` ••••• • •••• Lf ti • NOTE: • • • •••• 1. M STALL HQRRNERT ANCHOR PRIORMPACWCHING pRownnumwectoweemm. a VER IFA I idt.L BAR. • • • • w, O " o � OR AS � n+ • • • • WRITTEN PEFUESSION OP CUSTOM WINDOW SYSTEMS. .0 EIFROMI<BM r • .• nti1Fbf FLP 1dr HORf2 VE W A ] UPDATED PER NEW FBC REQUIREMENTS 107/07/09 SW 44Th AVE. A LA, FLORIDA 34474 ; 18ECTION VIEWS - 4' MULLBAR BAR A 41i312009 OWS -143 ESSE) 50F7 • • • • •••• • 0 • • 1 • • • • • • . • • AN}: - �1f1.1i11•',4r' 00 •• 4 4 • a` • • 4 • INSTALLATION ANCHOR, DV- MASONRY AH 318' WITH WASHER 4 h INSTALLATION ANCHOR, 110 WOOD ANCHOR WITH WASHER 1474 i ;11 a • A UPDATED PER NEW FSC REQUIREMENTS • j07/07108 e 800•8 t 44TH AVE. FLORIDA 34474 • • RETRO FIT CUP/MASONRY INSTALLATION • 4' MULL BAR 4/13w200a CW CAULK BEIWEER FRAME AND OPENING BY OTHERS CONORETFJMASONRY BY OTHERS EXTERIOR BYS FINIBH PERDAETER CAULK SY INSTALLER RETRO F11' MULL BAR CUP (SEE NOTE 2) MULL BAR RETRO Bl R MULL CUP BY OTHERS CON BY OTHrilii • • • • • • • (,ILL NEGTKMI RETRO FIT GUP (MASONRY) • • • • (E', v8111MISMULL SILL SECTION • • • g�) REIRO FIT SUP (MA 1)3• • • • • •• • • • • •• • • • • •• • • • • • LEE (MIN EDGE DIBi) (MK EMBEDMENT) 1 BY WOOD BUCK SY OTHERS B UR FINISH OTHERS INSTALLATION ANCHOR, WITH WASHER (44 ANCHOR, Z MAI WOE DIET. VERTICAL ICA MULL INSTALLATION ANCHOR, 311 f1" DIA. MASONRY ANCHOR, WITH WASHER (44 BY =V � ! r (SE NOTE) BY OTHERS EXTERIOR FINNISH { i ! (SEE NOTE) r ► '1►•J••'ss•!•.► . ;`r J. .•.. .; '• tit • T F T FOR MU MULL BAR (MIN. EMBEDMENT) INTE • (MIN EDGE D • (MK EMBEDMENT) INTERIOR FINISH BY OTHERS CAULK BETWEEN FR FRFR FANS OPENING NOTE: 4. ., 4f 4 4 t BY WOOD BUCK .,4 4 4 BY OTHERS 4 .4 l 4 4 CONCRETlMABONRY-' EXTERIOR FINISH BY OTHERS SY OTHERS OON AETE/MASONRY 4 NORM MULL BAR 1. SILL STOOL MUST BE FLUSH AGAINST INSIDE RIOR FINISH OF MULLED WINDOWS AFTER INSTALLATION OtHEAS 2. RECESS RETRO FIT CUP 1/4• FOR CLEARANCE WHEN INSTALLING WINDOW UNITS PERIMETER CAULK BYINSTAU.ER RETRO FIT MALL BARBAR CUP (SEE NOTE 21 NORIZ. MULL BAR PERIMETER CAULK BY INSTALLER PERMETER CCAULK BY WiSTAU.ER EXTERIOR WASH BY OTHERS RETRO T M1JU. BA CUP 0•r �. • •(► ••01 . • . e • ..B 0 ' !111I ILO Tar • g b. • t P 4 k, 'A•, ► ,- ft tt•e • s ' • r p , AL R139 P CA Rm CET L ) „. „ 6 ti • a � pJ a 4 E S1 PMOPR[OTAAY Alo comENTtAL .. o - • • TRBIVFOIWN7TONC 42. AWI N A IS7NESOLE WIDOW SETS B.96. AIIY NCT1013NrNiT0NASAVit WRRTENPE RY ►I OF CUSTOM WNtWHOM E1* INC. N PROHtBITED. •• • LOK. L .: FL 6231.1 : INSTALLATION ANONO i, 3118" OIA. MASONRY ANCHOR, INCH WASHER (41) 4' VERTICAL MULL MR 1 (MtN EMBEDMENT) (MIN EOOE Olen a• • • • .'• •: • • * • 0 CAULK BETWEEN FRAME • • . • • FBYOMTEHERS OPENING ••• ;• ►' • • OTHERS THERSS • • ►. ••••• •• • EXTERIOR FINISH BY OOTHERS (I) HORR. fnU4MB SECTION M 2 BY WOOD OTHERS BY BUCK INTERIOR FINISH BY OTHERS 5 OF7 BY BYT HR FINISH BY INS ETV I P T LIPAIR IM • • • fiW By tTLiERB • • BKREMN*RNIN)SH BY OTHERS • • • CAULK BEHIND PIN BY OTHERS WINDOW WRAP BY OTHERS MULL BAR CUP MULL BAR .BY WINDOW • • • • • •• � 4. e• SHEATHING BY OTHERS 11( ©RACUP(FIN FRAME (WOOD tar BASEMENT) 4' KCAL MULL 1 1 _I L 1 1 ) Sr - -- •• _ • � •• •• 0© 2BYWa0 DBUCK • • • BY OTHERS SHE4THINO • (tsar C UPCtFM FRAM (WOOD) BY OTHER S • • • • 2 BY WOOD BUCK BY OTHERS RETRO PIT MULL BAR CLIP INSTALLATION ANCHOR, WITH WASHER ((4199 9 WOOD AANNC+ANCHOR. R,, WITH WASHER (411) [MIL EMBEDMENT) NOTE: 1 (MIN EMBEDMENT) BY�On SHEATHING BY crams EXTERIOR BY OTHERS CAULK BEHIND FIN BY OTHERS WR4DCN WRAP BY OTHERS 4 1. RECESS AE(RO FIT CLIP 114 SO MULL BAR WILL BE FLUSH AGAINST WOOD BUCK AT AND HEAD. PERIMETER CAULK BY INSTALLER NppfETARY AND OOIWROW ML we INFORMATION mammas NI NIS IW.WB10 N Tme SOLE PROPERTY'OP�g Y�1 eF7r•" WINDOW SY97EM8.NO.ANY 7CS9oN NPANTOR ABA*HOLEY 1 Tly •.. +> • t. WRITTEN PERMISSION OF CUSTOMWNDOW SYSTEMS. INC. 18 PROHIBITED. , t e AP.Lx INSTALLATION ANCHOR. 910 WOOD ANCHOR, WITHWASHER (4)Q 00 RLZ. MULL JAMB SECTION \]�/ RETRO CUP/FIN FRAME (WO RETRO FIT 6MULI. BAR CUP MULL BAR z.. A I UPDATED PER NEW RC REQUIREMENTS 107/07/08 LE: 44TH AVE. • PURA 34474 • If Cu FAFW WOOD INSTALLATION= 4 MULL BAR • •••• • . • •• • • • • • c ' P0344ULL BAR L is wn•t. • A 4/1312008 "WO. NO.: CWS•148 T' 7OF7