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WS-10-414
Inspection Number: INSP - 137937 Permit Number: WS- 3- 10-414 Scheduled Inspection Date: April 15, 2010 Inspector: Bruhn, Norman Owner: ENCARNACION, SHIRLEY Job Address: 1125 NE 92 Street Miami Shores, FL 33138- Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Building Department Comments April 14, 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 1132050270380 Phone: (954)792 -4415 Passed l h Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CL Page 8 of 18 Project Address Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 1125 92 Street Miami Shores, FL 33138- 1132050270380 Block: Lot: SHIRLEY ENCARNACION Owner Information 1125 NE 92 ST MIAMI SHORES FL 33138 -2934 Contractor(s) FLORIDA HOME IMPROVEMENT Phone CeII Phone (954)792 -4415 Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $8.40 $2.80 $190.00 $9.00 $11.20 $221.40 Building Department Copy Address Authorized Signature: Owner / Applicant / Contractor / Agent pl ace llilt. i VED Parcel Number Phone Applicant Valuation: Total Sq Feet: Type of Work: WINDOWS No of Openings: 9 Additional Info: BUILDING Classification: Residential Pay Date Pay Type Amt Paid Amt Due Invoice # WS -3 -10 -37287 03/15/2010 Check #: 4177 $ 50.00 $ 171.40 03/24/2010 Check #: 4090 $ 171.40 $ 0.00 March 24, 2010 Date Expiration: 09/19/2010 CeII $ 13,691.00 0 Available Inspections: Inspection Type: Window Door Attachment Final Shutters Final Shutter Attachment In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. March 24, 2010 1 \P„o BUILDING PERMIT APPLICATION FBC 2001 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Miami Shores Village Building Department Tenant/Lessee Name Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) 5 \ (k E✓1 G2..ir. n ax--1, on Phone # 75 ' d & J\ -3 Owner's Address i 12,S ut co- 51 City N, , W& ¢'Q.-5 State Zip 33 p'S'8 Phone # Job Address (where the work is being done) 1 i 15 D 6 el 2 ST City Miami Shores Vill . e County Miami -Dade Is Building Historically Designated YES NO V Contractor's Company Name4.. tiou fOLlILL,.12 Phone # 6 1-c Lc) C L -(L-f l S `` Z 93 Contractor's Address 4101 .0 S 3 r - � City \ { u- O 06 State Qualifier LUiel,,Cg M,CL ho Permit No. JJ `, t U 19 Master Permit No. Zip 3513e) Zip 333 l a BY: Architect / Engineer's Name (if applicable) '9'( Vn b .. Phone # 0( 13(.00 $ Value of Work For this Permit Type of Work: ['Addition ['Alteration ['New la/Repair/Replace ❑ Demolition Describe Work: TO p ,r..7 (Aa p ndLowc Submittal Feel 00 00 Permit Fee $ /y0 CCF $ j' 4 0 Notary $ Training/Education Fee $ a to Technology Fee $ 1� iO Scanning $ (4'00 Radon $ Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ n ` (Continued on opposite side) MAR 1 5 2010 Square Footage Of Work: 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 b approved and a reinspection fee will be charged Signature Owner or Agent The foregoing instrument was acknowledged before me this day of I .(0! /I , 20 V 0 , by c t 0 &r ub, r a r, v°ocw who is personally known to me or who has produced As identification and who did take an o Chc 10/14/03 NOTARY PUBLIC: Sign: Print: My Commission Expires: Y PUBLIC: Sign: Print: My Commission Expir * * * * * * * * * * * * * * * * * * * * * * * * * * ** W:;7. "_` ** * * ************************************** State Certificate or Registration No. 66 LOCetIqz() Certificate of Competency No. APPLICATION APPROVED BY ' (Certificate of Competency Holder) ,1 Zip Contractor The foregoing instrument was acknowledged before me this 2, day of “ t4t C-, , 20 0 by l t 6 AWL' re,Juf who is personally known to me or who has produced as identification and who did take an oath. 3. M y GO ES a N w°•�" � Q`R Np10 * * ** ". * * * * ** Plans Examiner Engineer Zoning Primary Zone: 1100 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 4/3 Floors: 2 Living Units: 1 Adj Sq Footage: 3,120 Lot Size: 9,375 SQ FT Year Built: 1959 Legal Description: 5 53 42 BAY LURE PB 44-63 LOT 26 BLK 2 LOT SIZE 75.000 X 125 OR 14691 -3386 0890 1 OR 14691 -3386 0890 00 Year: 2009 2008 Taxing Authority: Applied Exemption/ Taxable Value: Applied Exemption/ Taxable Value: Regional: $50,000/ $240,453 $50,000/ $240,163 County: $50,000/ $240,453 $50,000/ $240,163 City: $50,000/ $240,453 $50,000/ $240,163 School Board: $25,000/ $265,453 $25,000/ $265,163 Folio No.: 11- 3205 - 027 -0380 Property: 1125 NE 92 ST Mailing Address: AGUSTIN ENCARNACION &W SHIRLEY 1125 NE 92 ST MIAMI SHORES FL 33138 -2934 Sale Date: 8/1990 Sale Amount: $185,000 Sale O/R: 14691 -3386 Sales Qualification Description: Sales which are qualified View Additional Sales Year: 2009 2008 Land Value: $164,250 $232,500 Building Value: $307,043 $433,131 Market Value: $471,293 $665,631 Assessed Value: $290,453 $290,163 ear: 2009 2008 H omestead: $25,000 $25,000 nd Homestead: YES YES Property Information Map My Home Miami -Dade County, Florida Property Information Map Digital Orthophotography - 2007 0 112 ft This map was created on 3/2/2010 11:11:50 AM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. Summary Details: Property Information: Assessment Information: Exemption Information: Taxable Value Information: Sale Information: Page 1 of 1 http: / /gisims2 .miamidade.gov /myhome /printmap. asp? mapurl = http: / /gisims2.miamidade.gov... 3/2/2010 Mean Roof Height DESIGN PRESSURES (PSF) - Zone 4 10 15 20 Tributary Area (Sq R) 35 40 0 45 50 25 30 0 -15 ft -50.4 +48.5 -49.2 +45.2 -48.3 +44.4 -47.6 +43.7 -47.1 +43.1 - 46.6 - +42.7 -46.2 +42.3 - 45.9 „ +41.9 -45.5 +41.6 16 ft -51.1 +47.1 - 49.8 +45.9 - 49.0 +45.0 -48.3 +44.3 47.7 +43.7 -47.3 +43.3 -46.8 6.8 +42,9 - 46.5 +42.5 -48 2 +422 18 ft -52.4 +48.3. -51.1 47.0 -502 +46.1 -49.5 +45.4 -48.9 +44.8 -48.4 +44.3 -48.0 +43.9 117.7 +43.6 -47.3 +43.2 20 ft , c . +49.4 -522 +48.1 51.3 +47.1 -50.6 +48.4 -50.0 +45.8 '49.5 +45.3 49.1 +44.9 .48.7 +44.5 -48.4 +442 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 - 542 +49.9 -53.3 +49.0 -52.6 +48.2 -52.0 +47.6 -51.5 +47.1 - 51.0 +46.7 50.6 +48.3 -50.3 +45.9 26 ft -56.8 +52.2 -552 +50.8 -54.2 +49.8 -53.5 +49.1 -52.9 +48.4 -52.3 +47.9 -51.9 +47.5 -51.5 +47.1 -51.1 +46.7 28 ft 57.5 +53.0 - 58.1 +51.6 -55.1 +50.6 - 54.3 +49.8 -53.7 +49.2 -53.2 +48.7 -52.7 +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 9.1 -59.1 +54.5 -57.7 +53.1 -56.7 +52.0 -55.9 +51.3 - 554.7 -55.2 +50.8 5 +50.1 -54.2 +49.6 -53.8 +492 -53.4 +48.8 34 ft -59.9 +55.2 -58.4 +53.7 - 57.4 +52.7 56.8 +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 58.6 +51.9 -58.1 +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 -56.7 +51.9 - 562 +51.4 -55.8 +51.0 -55.4 +50.6 40 ft -62.0 +57.1 -60.5 +55.6 -59.4 +54.5 -58.6 +53.7 -57.9 +53.0 -57.3 +52.5 -56.8 +52.0 -56.4 +51.5 -56.0 +51.1 42 R -62.6 +57.7 - 61.1 +582 - 60.0 +55.1 -59.2 +54.3 -58.5 +53.6 -57.9 +53.0 -57.4 +52.5 -57.0 +52.1 -58.6 +51.7 44 ft -63.2 +58.3 - 61.7 +56.7 -80.8 +55.7 -59.7 +54.8 - 59.1 +54.1 58.5 +53.5 -58.0 +53.0 57.5 +52.6 -57.1 +522 48 ft -83.8 +58.8 -62.3 +57.3 -612 +562 -60.3 +55.3 -59.8 +54.6 -59.0 +54.0 -58.5 +53.5 -58.1 +53.1 - 57.7' +52.7 48 R -64.4 +59.4 -62.8 +57.8 -61.7 +58.7 r r. . .6 + ' .5 - 59.0 }.54.9 -58.6 - +b3 6 -58.2 +53.1 50 R -64.9 +59.9 -63A +58.3 -622 +572 t +56 . 60. +55.: 6 .1 +55.0`' 09.2 0 ' -58.7 +53.6 -78.3 -78.0 +59.2 +58.1 -742 +57.2 52 ft -65.5 +60.4 53.9 +58.8 -62.8 +57.6 r .7 1-54.5 56 ft -82.1 +61.3 -78.9 -76.8 +59.7 +58.5 -74.8 +57.7 -592 -72.1 +56.3 -71.0 +55.8 -70.1 +55.3 +54.0 54 ft -66.0 +60.8 -64.4 +592 -63.3 +58.1 z4 +57.2 - 1.7 ` +58 5 -72.1 +56.6 -71.1 +56.1 1 58 ft -66.5 +61.3 -642 +59.7 -63:7 +58,5 429 ' 521 +57.7 60 ft -87.5 +622 -65.8 +60.6 -64.7 +59.4 -63.8 +58.5 < .0 +57.8 F' .4 -61.9 7.1(- +-..-. -61.4 ., +56.1 -61.0 +55.7 Mean Roof Height DESIGN PRESSURES (PSF) - Zone 5 10 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 0 -15 ft -62.2 +46.5 -59.8 -58.0 +45.2 +44.4 -58.7 +43.7 -55.6 +43.1 -54.6 +42.7 -53.8 +42.3 -53.1 +41.9 -52.5 +41.6 18 ft -83.1 +47.1 -80.6 -58.8 +45.9 +45.0 - 57.5 +44.3 - 56.3 +43.7 - 55.4 +43.3 - 54.6 +42.9 - 53.9 +42.5 -53.2 +422 t 18 ft ` -62.1 -60.3 - 58.9 - 57.8 - 56.8 -55.9 - 552 -54.5 ,++4847.0 +46.1 +45.4 +44.8 +44.3 +43.9 +43.6 +43.2 -63.5 -61.6 +48.1 +47.1 -80.2 +46.4 -59.0 +45.8 -58.1 +45.3 - 572 +44.9 -58.4 +44.5 -55.8 +442 20 ft .•. +49.4 22 ft -67.4 +50.4 - 64.8 -62.9 +49.0 +48.1 -61.4 +47.4 -60.2 +46.8 -592 +46.3 -58.4 +45,8 -57.6 +45.4 -56.9 +45.1 24 ft -68.7 +51.3 -66.0 -64.1 +49.9 +49.0 -62.6 +48.2 - 61.4 +47.6 -60.3 +47.1 -59.4 +46.7 -58.7 +46.3 -58.0 +45.9 26 ft -69.8 +522 57.1 55.1 +50.8 +49.8 -63.6 +49.1 52.4 +48,4 -61.4 +47.9 -60.4 +47.5 <' -59.6 +47.1 -58.9 +48.7 28 ft - 70.9 +53.0 -682 -66.2 +51.6 +50.8 - 64.8 +49.8 -63.4 +492 -62.3 +48.7 -61,4 +48.2 50.6 +47.8 -59.9 +47.4 30 ft -72.0 +53.8 -69.2 -67.1 +52.3 +51.3 -65.8 +50.6 - - 64.3 :+49.9 - 832 +49.4 -62.3 +48.9; -61.5 +48.5 -80.7 +48.1 32 ft -73.0 +54,5 -70.1 - 68.1 +53.1 +52.0 -66.5 +51.3 -65.2 +50.6 - 84.1 +50.1 -83.1 +49.6 -82.3 +492 -81.6 +48.8 34 ft -73.9 +552 -71.0 - 68.9 +53.7 +52.7 -67.3 +51.9 -66.0 +51.3 -64.9 +50.7 -64.0 +502 -63.1 +49.8 -82.4 +49.4 36 ft -74.8 +55.9 -71.9 -89.8 +54.4 +53.3 -68.1 +52.5 -66.8 +51.9 -65.7 +51.3 -64.7 +50.8 -83.9 +50.4 -63.1 +50.0 38 ft -75.7 +56,5 -727 - 70.6 +55.0 +54.0 -68.9 +53.1 -67.6 +52.5 - 66.5 +51.9 - 65.5 +51.4 - 64.6 +51.0 -63.8 +50.6 40 ft -76.5 +57.1 -73.5 -71.3 +55.6 +54.5 59.7 +53.7 - 68.3 +53.0 -67.2 +52.5 - 682 +52.0 -65.3 +51.5 -84.5 +51.1 42 ft -77.3 +57.7 -742 -72.1 +562 +55.1 -70.4 +54.3 -69.0 +53.6 -67.9 +53.0 -66.9 +52.5 -66.0 +52.1 -852 +51.7 44 ft -78.0 +58.3 -75.0 -72.8 +58.7 +55.7 -71.1 +54.8 -69.7 +54.1 58.5 +53.5 -67.5 +53.0 - 86.6 +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 +54,0 582 +53.5 -67.3 +53.1 -66.5 +527 48 ft -79.5 +59.4 -76.3 -74.1 +57.8 +56.7 -72.4 +55.8 -71.0 +55.1 -69.8 +54.5 -68.8 +54.0 -67.9 +53.6 -67.1 +53.1 50 ft -80.2 +59.9 -77.0 -74.8 +58.3 +572 -73.0 +58.3 -71.6 +55.6 -70.4 +55.0 - 69.4 +54.5 -68.5 +54.0 57 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 09.2 0 ft -81.5 +60.8 -78.3 -78.0 +59.2 +58.1 -742 +57.2 -72.8 +56.5 -71.6 +55.9 -70.5 +55.4 -69.8 +54.9 r .7 1-54.5 56 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 - 80 ft - 83.3 +622 -80.0 -77.7 +60.6 +59.4 -75.9 +58.5 -74.4 +57.8 -732 +57.1 -72.1 +56.6 -71.1 +56.1 1 03/02/2009 - 5:01. troyb LORIDA BUILDING CODE & ASCE 7 -05 DE LOADS FOR COMPONENTS AND CLADDING XTE OR ZONE 5 PRESSURES ERIOR ZONE 4 PRESSURES 0 1-1 0 ( 0 z (n ' 8 Fart/FARM Fart/FARM (.^ ) ' INV ISSUE X GI REVISE FOR 07 FBC C r -o F:\03 Elements \10 Loading \11 Calculators\ASCE 7 -05\ FLB - ASCE 7 -02 Pressure Charts (0- 60).dwg DRWN CHIm CL FLB TSB FLB DATE 04/19/06 02/23/09 THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, PE AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRI1TEN CONSENT OF FRANK L BENNARDO, P.E. "ALTERATIONS, ADDIRONS, HIGHUGHTNG, OR OTHER MARIINGSTO THIS DOCUMENT ARE NOT PERMITTEDAND INVALIDATE OUR CERTIFICATION. • 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 B 5. IDE THS)BU CANNOT B DENIFI 6. ALW ROtMAD ASSUM 7. CAL U TE E T THE SPA N (H THAN 0 E IRD.TH OPENIN S NLY♦�"H1 AREA 0 A 'OP NG BE USED A RO TRIBUT 1- R TH 8. IDE ZO THE FIG ROAR FO' CONSID RC5P O 9. REA •F ITT MUNICI • l∎ TY It( IT NOT ON IS N ( p,BRA P 00 REIG -■ 0 p � E OP:I ING 1ERS. CTERI VE PR DE AUD A S DSEA D BY ND D TO BE DI HOLD E TE NI TH DG AL CO WITH FLAT T NG SE Fidt'00' •u UTA N I' LU N ND T 1. THE HA A :T VALID y, SI ED + 2. THI ECII CA L USE OF �E LE. � .•• COEFFI' S u , 2a SHA BUILDI G PAR6IME g ERM VALUE S - S 0 • • 9 - INMER 3. THI • ECI •� I OT I VALUE CERTIFI •-- ON .: 1 - • SEP APPROV y FO ES c I STA VALUES WICH T•I 1, • FIED a 3 SE R US: 0 FO' GENE 4. DEI t IS BASE• +�• T (GENE L RESIDE 4 ', Cn M I =1.0. ESE TABLE - TOPOG' _ ' . C FACT• ' Kzk= . - 2007 FLORIDA BUILDING �' E ASCE 7 -05, MRH = 0 - 60 �, T DESIGN LOADS FOR ® - =y COMPONENTS & CLADDING rI CS 0-1 O w� rryy I ELEVATION lil WALL ZONE FIGURES FIC CONDITION. a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL R 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. VALUE OR TO A CONSERVATIVE 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 FAX: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH #9885 MRH= O -60'l BASED ON Kd =0.85 SEE TABLE NOTE FOR ALT Kd EIGHT. IF THE MEAN ROOF HEIGHT IN QUESTION (HEIGHT * WIDTH) OR E WIDTH THAT NEED NOT BE LESS E THE AREA BETWEEN STRUCTURAL UCTURAL MULLS. IF THE TRIBUTY ST CRITICAL (10 SQUARE FEET) HALL THE LESSER TABLE VALUE. FOR LARGER PUBLISHED VALUE. (ZONE 4) OR EXTERIOR (ZONE 5) PER ONABLE OPENING IS TO BE USE AS REQUIRED BY THE LOCAL RAWING. THESE TABLES ARE ONLY NARDO, P.E. ESIGN WIND PRESSURES AS LISTED. CITY, EXPOSURE, AND OTHER VERIFIED BY THE GOVERNING NTY FOR APPLICABILITY OF TABLE ANY PRODUCT APPROVED TEST CRITERIA AND OTHER 1 AND APPLICABILITY OF THESE TABLE •RDANCE WITH GOVERNING CODES. ELOCITY) FOR A CATEGORY II ) USING AN IMPORTANCE FACTOR CILITIES OR ASSEMBLY OCCUPANCIES. ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNACPRESSDRE=COEFFI« pI =+/ -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. ENGINEERING EXPRESS® PEAK ROOF HEIGHT MEAN ROOF HEIGHT • CUSTOMER NAME LEAD NUMBER ..r Efrilocnose- irsmpccn ffisa®mst iiisicsa TOE OF PROPERTY rk_snA l C Ica R 9 7 IA 0 (S'q_ FLOOR No`- . MR.HIGHT MEASU E DATE 3 ((1 MEASURE TECH 111111111111111111111111111 IIIIIuIIIIIIIIIIIIIIIUhIIIIIIIIIMIiiiIHHfl 11111 1111111111111111111I1 . � ■■■■■■MMIE 1■■■■t l ul 1ii1iIHiP!iIIIIiiIIIUIIiIIIIIIIIIIIllHAhI ................` im ► ..1►.■............m..1 ymmu m...u........a.......... 1111111111111111111111111111,1111111112illin 16111161111111111111111111111111111,411114111 ■ ■11111111111■I1111111 1111 ■1111■ ■h■■■■■■1M!^# ■i11■11■ iii■ 1■ 1■ii1■1■■■■■■■■■■■E■!!!! ■ ■ ■!1■ ■ 1111■■■■■■■■■■■■■ 1■■■■■■■■■■■■■■1191.1■■16 111111111111111111111111111111111111111111 ■ ■ ■ � � ■iiiiiii ■ ■ ■ ■iiii �i ■r a�i� ■l1■11■■■■■■ ■■ ■ ■ ■■ ■ ■i`M ■ ■■!i11A 1luiuuIP, `.�:1■■ INVIIIMINION11111111111111111MAISIIIIIIMMIlm . ar....1�...a!ii....�. ��...ii��.Cal....ar�iiii... ■!1 ■■■■■1■■■■■1[6E 1! ■ ■1■■■■■■■ ■■1111■■■■■■ r1■■■i■■■■■■■■ 11■ �i■■ ■1■1■■■■■■111■■il■11■■■■■■ !�1...._" _ uI.uI ■ b A; , BCIS Home Log In User Regktratbn I Hot Topics 1 Submit Surcharge Stets & Facts j Publications 1 FBC Staff BCIS Sae Map j Links ( Search Product Approval USER: Public User Product Approval Menu > Product or Aoo cation Search > Aoplkatbn Llst > Application Detail FL # Application Type Code Version Application Status Comments Archived Address /Phone /Email Address /Phone /Email /:FL5823 -R4 7 Revision 2007 /'� Approved \`‘ / / Product Manufacturer 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 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 MLaFevre@cws.cc Quality Assurance Representative Ralph Emminger ## 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368 -6922 Ext 208 Ralph @cws.cc Category Windows '\ Subcategory Single Hung / / Compliance Method Eaiifatfon Report from a Florida Registered Architect or a Licensed Florida Professional Engineer r i Evaluation Report - Hardcopy Received 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 Received Certificate of Independence FL5823 R4 COI 510484A (Eval Rep SH -8100 Impact).odf Referenced Standard and Year (of Standard) 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 Approved for use outside Impact Resistant: Yes Design Pressure: +75/ Other: Large Missile, 36x62 HVHZ: Yes HVHZ: Yes -75 DP= +/- 75 psf. Installation Instructions FL5823 R4 II CWS -155A (SH -8100 Impact).odf FL5823 R4 II DuPont PVB NOA 05 -1208 02.p1 FL5823 R4 II Mikron NOA 06 -1220 01.odf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL5823 R4 AE 510484A (Eval Rep SH -8100 Impact) odf Created by Independent Third Party: Yes " 5823.2 y SH -8100 Vinyl Single Hung SH -8100 Vinyl Single Hung (Impact) Limits f Use Appr Ved for use in HVHZ: Yes Approved 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 Imoact).odf 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 Imoact).Ddf Created by Independent Third Party: Yes 5823.3 SH -8100 Vinyl Single Hung Heavy Duty SH -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 NOA 07- 1116- 04.odf FL5823 R4 II Mikron NOA 06 -1220 01.odf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL5823 R4 AE 510965 (Eval Rep SH -8100 Impact 100 DP).odf Created by Independent Third Party: Yes 5823.4 SH -8100 Vinyl Single Hung Oriel SH -8100 Vinyl Single Hung Oriel Window w. HD FMR, 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 (SH -8100 Impact 52x96).odf FL5823 R4 II DuPont PVB NOA 05 -1208 02.odf FL5823 R4 II DuPont SGP NOA 07- 1116- 04.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 510868 (Eval Rep SH -8100 Impact 52x96).odf 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 Summary of Products PA/TAS 201/202/203 1994 12/19/2008 01/05/2009 01/09/2009 02/03/2009 2 of3 7/15/2009 9:19 AM 3 'of3 DCA Ad btjaja jaa Department of Community Affairs Florida Building Code Onine Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 © 2000 - 2005 The State of Florida. AS rights reserved. Cooyrioht and Dtcdali Product Approval Accepts: Il Manufacturer. L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Clemmons, NC 27012 Report No.: 510484A 336- 945 -9695 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 corner 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, *75.0psf design pressure, 10.13 psf water infiltration TAS 203-94 Cyclic Pressure Loading *75.0psf 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 1886/E 1996 Large Missile Impact Test, Level D, Wind Zone 4 ASTM E 1886/E 1996 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, *67.5psf design pressure, 10.13psf water infiltration TAS 203-94 Cyclic Pressure Loading *67.5 psf design pressure d) Report No.: NCTL 210 - 3168 -38, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL. 8100 PVC SH, Fin Installation ANSI /AAMA/NWWDA 101/1.S.2 -97 Design pressure: *67.5psf 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. 1 oft 1 4041 48 p ►r- ' -° ... _ • y - i:sJ! ¢•$ * -•o'er r _ • . • s.:. • • .: ,..`�,,. ,pea � ae Dd tdep4Ra! #4 NATO F :4z. i Luis R. Lomas, P.E. FL No.: 62514 07/16/2008 Unit size Max. C.L.O. Design Pressure Rating impact Rating Up to 37" x 83" 31 9/16" x 27" t 75.0 psf Large and Small Missile Impact Up to 53 1/8" x 76" 4711/16" x 3311/16" t 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: • Units must be glazed with %" IGU consisting of. outboard lite 1/8" Ann — Air — 5/16" laminated Inboard lite consisting of 1/8° Ann — .090" Dupont Butadte PVB interlayer— 1/8" Ann per ASTM E 1300. • Dupont Butadte PVB interlayer per N.O.A. 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. 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 aoquire a financiat interest in any other entity involved in the approval process of the listed product(s). 2 of 2 Engineering Evaluation Report Report No.: 510484A Luis R. Lomas, P.E. FL No.: 62514 07/16/2008 78' MAX OVERALL FLANGE HEIGHT 74314' MAX UNIT H I 37' MAX SASH HEIGHT to sta. MAX OVERALL FLANGE HEIGHT 52 318' MAX UNIT HEIGHT 24518° MAX. SASH HEIGHT TABLE OF CONTENTS 53 118° — MAX OVERALL FLANGE WIDTH 517/8' MAX. UNIT WIDTH 4711/18' GLASS DLO EQUAL SPLIT MAX. VERALL FLANGE WIDTH 51 7/8° MAX UNIT WIDTH 4711118' GLASS DLO IL= GLASS DLO 60/40 SPLIT ORIEL GENERAL NOTES 8. ELEVATIONS 1 ANCHOR SCHEDULE 8. NOTES 2 DP CHARTS 8 GLAZING DETAIL. »..._3 SECTION VIEWS 4 EXTRUSIONS & B.O.M ..... 6 INSTALLATION DETAIL..._.... ..... _.. SINGLE HUNG ELEVATION (IMPACT) (SHOWN W/ DIFFERENT OPTIONS) 331r GLASS DLO 21 3/8" GLASS DLO GLASS DLO 3311118" GLASS DLO • 85 1/2' MAX. OVERALL FLANGE HEIGHT 88114' MAX UNIT HEIGHT 30 1/2° MAX SASH HEIGHT 531/8" MAX. OVERALL FLANGE_ WIDTH 81 718" MAX. UNIT WIDTH 27 3/18' GLASS 83 5/18' MAX OVERALL FLANGE HEIGHT 62 1116' MAX UNIT HEIGHT 24 515" MAX. SASH HEIGHT 4711/16' GLASS DLO 461/16' GLASS DLO 5 HI SASH ORIEL 531/8' MAX. OVERALL FLANGE WIDTH 51716' MAX UNIT WIDTH 47 11/16' GLASS DLO 451116' GLASS DLO 4 HI SASH ORIEL 33717° GLASS DLO DLO SUM GLASS DLO 21' GLASS 0LO 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: "OIX". 4. DESIGN PRESSURE RATING: (SEE TABLES-SHEET 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 1300. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 6-8 FOR ANCHOR DETAIL 6. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. 8. REFERENCE TEST REPORTS: NCTL2103168 -2 , NCTL 210.3168 -2A , NCTL 21041683 , NCTL240- 318838 9. SERIES 1 MODEL DESIGNATION SH -8100. 10. WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER AU. LOADS TO STRUCTURE, BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 = FIXED SASH 12. SECTION CAU.OUTS FROM EQUAL SPLIT ELEVATION APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 37° MAX OVERALL FLANGE WIDTH 35 3/4' MAX UNIT WIDTH 83" MAX OVERALL FLANGE RETORT 61 314' MAX UNIT HEIGHT 30' MAX SASH HEIGHT 31 9/16' GLASS DLO EQUAL SPLIT 28 15/16° GLASS DLO 2Z GLASS 01.0 27 3118' GLASS 131.0 F0505127487/040 COFFIDENT/AL a ".i bw a • '1 I�.t t ' THE INFORMATION CONTAINED INTt18 ORARINO IS THE sots FRO a L'R WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A FLP 82514' C WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. ISPROF Z'' MI • - A 1 UPDATED PER NEW FBC REQUIREMENTS PVC SINGLE HUN TES & EL AWNS IMP T 07/07/08 - I • 7 ?/2008 CWS -155 1 OF 8 *MU MAIM I CUP ( MASONRY OPQSNO) I SPECIRC FOR 750.P.) 4° MAX tTY� CH LAYOUT OPENINGS) • THRU (SPECIFIC FOR 750?.) INSTALLATION ANCHORS TYP. 18" MAX O.C. INSTALLATION ANCHORS TYP. 8" —• MAX (T/P) NOTES: 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 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/18" 18 PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.3118" D(A. 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 2112" SHALL BE ACHIEVED. 5.110 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/8" INTO 2 BY WOOD BUCK 8. 718 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 JOINT SEAM SEALANT. 8. AU. INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. 1 INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITHANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL ; NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. N. 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIE$ A WOOD - MINIMUM SPECIFIC GRAVITY OF G"0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI- ' C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). - 0 a PROPRETARY AND COwWENMI. 0 . THE INFORMATION CONTAINED IN TORAWFNOIS THE SOLE PROPERTY. - MS 1MNCOW SYSTEMS INC. ANY REPRODUCTION IN PART OR AS A WHOLE '47J8iiT THE WRITTEN PERMISSION OF CUSTOM WIMITAN SYSTEMS, INC. IS PROHIBIT T. _ f - 1� MAX O.C. MP) SEE NOTE 2 SIGNOR LAYQUT - (FLANGE] ( FRAME CUP (MASONRY OPENING) rePEcno FOR 57.5 OA) p• SW 44TH AVE. GALA, FLORIDA 34474 ANCHOR SCHEDULE NOT�IMPACT e • . , - ' $ • : .:,PVC SINGLE HUNG ADE )ATE 7/7/2008 SALE NT ; 3WO. NO.: CWS -155 V. LETTER: A SHEET. 2 OF 8 • L ROBERTO LOMAB • i ' 81 FL I147.N0. 62514 n G CB •- '' "� 4" MAX (TYR) 4• MAX (TYP) Er MAX O.O. INSTALLATION ANCHORS TYP. 8 MAX 0.C. ANCHOR THAI/ AIUNG LAYOUT= (SPECIFIC FCR 57.5D.P.) SEE NOTE 8 A I UPDATED PER NEW FBC REQUIREMENTS 07/07/08 COMMODITY WM ITP to TIP) HEIGHT III WIDTH GNI GLASS TYPE 26 d 5 - - 89 GB 85 8 I 72 18115 A.13 +751.75 +751 -75 +751.75 +75/ -75 +751 -75 +8751 - 87.5 +57.51 -875 26112 A,B +75/ -75 +75/ -75 +751 -75 +75/ -75 +761 -75 +87.51 -87.5 +87.51 - 87.5 0175 +8 -87, +8T -S/ -67.5 37 A,B +751•75 + +75/ -75 +751 -75 +7SJ75 631/2 A, B +87.5/ -87 +67.51 -6710 +57.5/- 67.5 +87.51 -87, +87,51 -57.6 #87.51 -87.5 WIDTH 1115 231/2 27 112 291/2 311/2 351/2 391/2 41112 43 1/2 47112 811/2 GLASS TYPE A. B A, 8 A, B A, 8 A, B A, B A, B A, 8 A, B A, B MODULAR SIZES GUT - Weald few pm 271/2 +751 -75 +75/ -75 +751 -75 +751 -75 +75/ -76 +87.5/-67.5 +87.5 -57.5 +57.61 -67.6 +67.81 -67.5 +67.51 -87,5 291/2 +751 -15 +75/ -75 +75/ -75 .761-75 +75/-75 +67.5 / -57.5 +67.51 -67.5 +87.5 - 57.5 +8751.57.5 +6751.67.5 31 112 +751.75 +75/ -75 +75/ -75 +75/ -75 +75/ -75 +6751- 87.5 +87.51.87.5 + 6751 - 87,5 +87.5,/ • 675 +8751.875 35 1/2 +75/ -75 +75/ -75 +751-75 +761 -75 +761 -75 + 67.5/ -675 • 671 /- 675 +67.51 -87.5 +57.51.87.5 • 67.51 -87.5 GLASS TYPE A 38112 +75/ -75 +75/ -75 +75/ -75 +751 -75 +751-75 +575/ -87.5 +67.51 -67.5 +87.51 -87.5 +875 /- 87.5 + 5751 - 67.5 41 112 +751 -75 +751 -76 +75/ -75 +75/ -75 +75/-75 +57.5/.67.5 +87.61 -67.5 +67.5 / -87,5 +87.51.87.5 +675 / -87.5 314' OVERALL 1/8' ANNEALED GLASS 5/IV AIRSPACE 5/18' LAMINATED 118' ANNEALED GLASS 3/32 DUPONT PVB INTERLAYER 118` ANNEALED GLASS 43 112 +751 -75 +751 -75 +76/ -75 +75/ -75 +75/ -75 +87.51 -87.5 +675! -675 +875! -675 +675 - 675 +67.5 / -574 47 1/2 +751 -75 +75/ -75 +75/ -75 +78/ -75 +751 -75 +57.61 -67.5 +67.5/ -67.5 +87.51 -67,5 +87.51 -87.5 +57.51 -67.5 61 112 +75/ -75 +76/ -75 +751 -76 +75/ -75 +751 -75 +87.51 -87.6 +87.51.87.5 +87.61 -675 +67.5 1 -875 *87.51 -67.5 GLASS TYPE 5 PROPRFETARYAND COti1OENTPL THE WFORMAIIDNCONTAMED IN THIS DRAWING IS THE SOLE WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS 53112 +751 -75 +751 -75 +751 -75 +751 -75 +75/ -75 +675!.-87.5 +67.51 -875 +87,5 J -87.5 +8751 -67.5 *5751 -67.5 555112 •751 -75 +751 -75 +751 -75 +75/ -75 +75/ -75 + 87,51- 87,5 +67.5/ -87.5 +67.5/.67.5 *67.51 -67.5 +87.5/ -67.5 314° OVERALL 118° TEMPERED GLASS 5116 AIRSPACE 5118' LAMINATED 1188 ANNEALED GLASS 3/32° DUPONT PVB INTERLAYER 1/8' At/NEALEDGLA88 591/2 +75/ -75 +75/ -75 +75/ -75 •751 -75 +75/ -75 +57,5! -87.5 +57.5/ -87.5 +57.5! -87.5 +87.5/ -87.5 +67.5! -87.5 B3 112 +67.5/ -67.5 +57.5 - 875 +67.51 -87.5 +57.51 -67.5 +67.51 -57.5 +87.5/ -57.5 + 67.51- 875 +67.51 -87.5 +57.51.67.5 +67.51-67.5 851/2 +675 1 - 57.5 *57.5! -67.5 +57.5/ -87.5 +57.5! -87.5 +57.5! - 874 +57.51.57.5 +87.51.87.5 +87.51 -87.5 +87.51 -87.5 +57.51.875 87112 +87.51 -67.5 +87.5, -87.5 +87.51.57.5 +87.5/ -57.5 +87.51 -57.5 +67.5/ -67.5 +87.51 - 57.5 +8751 -57.5 +57.51- 87.5 +87.51-57.5 711/2 +87.61.67.5 +57.51 -87.5 +57.51 -87.5 +87.5 / -675 +87.51.67.5 +57.51 -87.5 +8751 - 67.5 +87.51 - 87.5 +87.51- 67.5 +6751 - 87.5 743/4 +67.5 /- 87.5 +87.5/ -67.5 +67.5/ -57.5 +87.51 -57.5 +67.51 -57.5 +87.51 -57.5 +87.6 / -875 +87.51 -575 +67.5 1 -875 +87.5 / -675 NOTE 1.8' SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER SIZ= A 1 UPDATED PER NEW FBC REQUIREMENTS j 07/0711 800 SW 44TH AVE. FLORIDA 34474 the.: CHART 8. GLAZING ! ETAS{ - IMPAC PVC SINGLE H Y: ADE 717/2008 CWS -155 3 0F8 TYPICAL VERTICAL SECTION ALTERNATE FIN FRAME TYPICAL HORIZONTAL S ECTIO N NOTE: LEFT 6IDE SHOWS MD cU1' W)<AY. ROHT 8DE 8H0W8 SASHOUT AWAY IMPACT HOOKS APPLIES WHEN UNIT WINDOW SIZE EXCEEDS ST WIDE AND/OR 63` HIGH. TE: ITEMS USED BUT NOT SHOWN FOR CLARI7 j E- 20,23,25,28,31,37 ,44,48,47.4952.55,63.64,67.68; PROPRETARYMD COPFTDENIML THE INFORMAnom CONTNKED IN tris ammo Ns THE SOLE PROPERTY WINDOW 8Y87£MS. INC. ANY REPRODUCTION IN PART OR AS AMOM WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROH8ITEttr: R DETAIL A A 1 y 4 ± 44Ith - ' : < 6 ALA FLORIDA 34474 '. II / ' ® � SECTION VIEWS & ALT. FRAME - IMPACT *WI e iNIWN NY: • r :1 • . - _4 PVC SINGLE HUNG ADE L ROB th8t 6. rpiti 00 FL P 82514 • °a r1 f� • per S b . 1 _ •. � 1. IMPACT HOOK SPACING: 1) SILL HOOKS: A) 6` FROM UNIT EDGE TO EDGE OF HOOK. 8) A THIRD HOOK IS CENTERED IF UNIT WIDTH 18 GREATER THAN 3T. 2) SASH CATCH: A) 2.1/r FROM SASH CORNER TO EDGE OF CATCH. SI A THIRD CATCH 18 CENTERED IN BASH W UNIT WIDTH 18 GREATER THAN 3T. BASH AND FRAME HOOD ARE TO AVON WITHIN NP. UPDATED PER NEW FBC REQUIREMENTS GAM NTS l 07/07/08 1E: 7/7/2008 NO: C 155 '4OF hem a Faris Deacrid Inu Mt Fr.. Sit al /RC. PVC HT" 3 3 4 6 9 10 11 13 13 14 15 16 17 19 19 21 12 33 24 29 24 30 31 32 37 311 39 40 42 43 44 45 46 47 48 49 51 52 63 64 1449131 H6031 148031 148031 146091 8.1499 148027 141497 148099 &1498 1{8004 &1498 84015 64015 84015 &W18 8.8013 56014 86929 8.1578 8.1558 8.11914 83059 R3048 83783 R3784 37 35 83215 R3893 P4429 83785 83788 R4681W Na745W 83550 P3858 83342 83752 P•3438 113488 l-3352 P4713 R3681 83813 691 62 63 64 46 66 67 68 69 10 11 72 P 83215 03218 83321 R3881 P•3223 830$9 83039 H43028 S-1111 *4.8028 R3113 Main Fr., S1t w/Rg., PVC, SS Fr., 1311, Mrs, WC, Main Fr.. BH w 1FI8., P/0. R .b. Meet. Rd Fxd. Rent FM. MR Soh Meal. tint PVC ROC Seth Meet. Rd Sash Bottom Rot PVC Rek6. S.B.RIS.SA Seth 886/Topf8oI. Ral Rend. 821.R43.8J( G. Bd., 3/4•.Fxe., 1'814. Gk. Rd., 3M•.Fxd., Vert. G1t. 69..314'.Sash. Heir. 04.69., 3/4',8ash. Vert Sam. AaYp1., w/N8, PVC, Fbrit. Sour A1hpL, PVC. Vert 68311 Stop / Fier, P1/C, Vert Fr, Catch. P/C. bp., 8408 H9(•b) Sash Ca91h. PVG Npect Anchor 08 Ea(ancer Sash Csm,P40 Take Cut csp Lade, tlpacl, P/C Keeper. 4601. PVC Weep Cover w/ Flap Pai Pate, F.M.R. Wsip.. 0270 x .157 beck FInSeat &ay B8 x 2.000 PI 1118k48 58 x 0.825 Ph Pr, Sin 08 x 1.250141 FM TEX. Vwd. 1118 x 0925 Quad 114 TM Wirt 58 x 3/8°141 84TH( 2 58 x 318" Ph *941101 2 Some Seater, SM4504 Cap Rug, 1/2° Flub 1112 Met Tru8eat ° 1P 1st Met TruSeal. °M Bet BIT. 555 Our_ 1EF x ti/8° x 7 Lg. BH4100038 Cart. tenet P RCTab, lapse Terryctmy Lb1 (1FR('!05 1S LA (9190) Glass, Riad Ghee. Sash Spacer (see eta 3) Screen Frame Hartz. Screen Fran, Vert. Sawn Rams Cwmr Key Boom 0411.l8x 18Fberglase Screen Spine. .155 Oa- Bk Screen Pei Tab Screen Sprig. 68 1488 Fr.. 511 w/Fi4. PVC, Gating Bead Bub vinyl cal Rgld Base..350 Screw Support tat PVC PVC FRAME FIN-6026 PVC FRAME FLANGE -6031 1/16 .217 REINF. SASH MTG. RAIL -1497 FR. HOOK MPACT SH SILL) REINF. S.B.R./S.S.R. -1498 ALUM 6063 T-6 ALUMINUM 6063 -T6 ALUM ALUM T-6 NOTES: ITEMS 33- 38.41, 50, 58.61 ARE NOT USED ON TH13 PRODUCT. 3/18' ANCHOR CLIP, 1504 ALUMINUM 6063 -T6 1/8' h• 1 112' 1.180 PVC SASH BTM. RAIL -6028 PVC SASH MTG. RAIL -6027 PVC SASH SIDE RAIL -6004 REINF. FIXED MTG. RAIL -1499 1.440 ALUM 6063 T-6 PVC FIXED MTG. RAIL -6001 2 9118' PLAN VIEW OF ANCHOR CLIP 1 W L 315 314' g) 1l4• PROPMETARYAND CONIIDEN1al. - •�' 111E INFORMATION CONTAINED IN THIS ORAWIN0 *9 THE SOLE PROPERTY W11 0W SYSTEMS INC. ANY REPRODUCTION IN PART OR AS ANR40tEV6 WRITTEN PERMISSION OF CUSTOM MOON SYSTEMS. INC. IS PRW40TIs0.— PVC SCREEN SUPPORT - 6014 1.847 .83 PVC SASH STOP -6029 PVC GLAZING BEAD -6016 PVC SCREEN CATCH - 6013 A I UPDATED PER NEW FBC REQUIREMENTS 107/07108 .! SW 44 A FLDRrua 34474 i XTRUSIONS / 9.O M: IMPACT 5¢ (� :1:6171114/C SINGLE HUNG 3RA BY. a.idCttCt81�� " NT1f . • FL P.6,240. 82514 •: + 111FA FRAMECORNER CONSTRUCTIbN CORNER WELD (ALL SIDES) FIXED MUTING RAIL SCREWED TOGETHER WITH OUTERFRAME :r ' 13 - CATCH IMPACT ALUMINUM 6063 -T6 3.09E 717/2008 WW1. NO_ CWS - 156 •5OF8 113 b 9p , �, • p— 4. • • 1 . a ;•. . a r ea '� `� .. 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 CAULK BY INSTALLER 212' PAIN. EDGE DIST.) EXTERIOR FINISH °` ) ta L 7lw?_s._ 00. BY OTHERS : ) �� ■ al al • • • !►•ra e a•. p'•.P ► P• • O r 4•P•.• 41. 04, a P• P• 60.0 a • • P •• r• ► P • • • a• • •• • • ■ ! . •• a CONCRETE/MASONRY BY OTHERS ® VERTICAL SECTION CUP (MASONRY) 1 BY WOOD BUCK BY OTHERS ANCHOR CUP INSTALLATIpN ANCHOR, 3116* D A. MASONRY ANCHOR. ANCHOR CUP L (MIN. EMBEDMENT) Utz PAIN. EDGE DIST.) EMBEDMENT) — T-- 114' MAX SHIM O BHT 2 283 CAULK BETWEEN BUCK AND OPENING BY OTHERS INSTALLATION ANCHOR, 3118' DIA MASONRY ANCHOR T 1 BY WOOD BUCK BY OTHBIS 1 114• (MIN. EMBEDMENT) 2 (MSL EDGE DIST.) 4 • • a a •1 • 4 • 4 d 6• � • EXTERIOR FINISH BY OTHERS A UPDATED PER NEW FBC REQUIREMENTS (,iM4AR(/iM�� SW 44TH AVE. A FLORIDA 34474 malt- 071071D8 t- 071071D8 TE: 7/712008 CWS -155 OF8 HORIZONTAL SECTION CUP (MASONRY) WINDOW FRAME SILL PERIMETER CAULK BY INSTALLER 114" MAX SHIM 1 (SEE NOTE 2 8 3 ON SHT. 2) CONCRETEUNASONRY BY OTHERS AMINO 1 /4" MAX. SHIM (SEE NOTE 2 4 3 ON 811T. 2) ANCHOR CLIP 1 BY WOOD BUCK BY OTHERS INSTALLATION ANCHOR, 3/18• DIA MASONRY ANCHOR. PERIMETER CAULK BY INSTALLER WINDOW FRAME JAMB ALTERNATE PRECAST SILL DETAIL CUP (MASONRY) ANCHOR CUP EXTERIOR FINISH BY OTHERS ANCHOR CUP n F�f lx.t s;_ �3� (SEE N 3 VAIN. EMBEDMENT) ON BHT. 2) PERIMETER CAULK BY INSTALLER INSTALLATION ANCHOR, 3118• CIA. MASONRY ANCHOR. 114" MAX. SHIM (BEE N SHT 2) (MIN. EMBEDMENT) (MIN. EDGE DIST.) nA • • co 4. 0 • • HORIZONTAL SECTION CUP (WOOD) INSTALLATION ANCHOR, 010 WOOD SCREW CAULK BETWEEN BUCK AND OPENING BY OTHERS 2 BY BUCK BY OTHERS CONCRETEMASONRY BY OTHERS 2_1EC (MIN EDGE DIST.) CONCRETE/MMBONRY BY OTHERS CAULK BETWEEN BUCK AND O'EN NG BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY INSTALLER HEAD WINDOW FRAME CAULK UNDER SCREW HEAD BY INSTALLER PERIMETER CAULK BYIN8TALLER EXTERIOR FINISH BY OTHERS WINDOW FRAME SILL CONCRETE/MASONRY BY OTHERS ® VERTICAL SECTION FRAME (MASONRY) DRYWALL BY OTHERS 1 BY WOOD BUCK BY OTHERS DRYWALL BY OTHERS 1.1/1° (MIN EMBEDMENT) 1/4° MAX SHIM (SEE NOTE 2 & 3 ON BHT. 2) CAULK UNDER SCREW HEAD BY INSTALLERS INSTALLATION ANCHOR, 3/11V DIA. MASONRY SCREW r/ NEOPRENE BACKED WASHER THRU SCREW SUPPORT CONCRETE/MASONRY BY OTHERS INSTALLATION ANCHOR. 3/18 DU. MASONRY SCREW MNEOPRENE BA ED WASHER THRU SCREW INSTALLATION ANCHOR. 3/18° DIA. MASONRY SCREW tic/NEOPRENE BACKED WASHER THRU SCREW SUPPORT HIGH STRENGTH STRUCTURAL GROUT BY OTHERS 1/4' MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) SILL STOOL BY OTHERS (MIN. EMBEDMENT) USE SOLID WOOD SUPPORT TO MAKE ELL LEVEL BY OTHERS Litz ' 4 a (MIN. EDGE DIST.) • • 3 l CAULK BERNEEN BUCK AND OPENING BY OTHERS PERIMETER CAULK BY INSTALLER EXT. FINISH BY OTHERS WINDOW FRAME SILL 1 BY WOOD BUCK BY OTHERS EXTERIOR FINISH BY OTHERS ® HORIZONTAL SECTION FRAME (MASONRY) CAULK UNDER SCREW HEAD BY INSTALLER 111° MAX SHIM (BEE NOTE 2 & 3 ON SHT. 2) —CAULK UNDER SCREW HEAD BY INSTALLER PERMETER CAULK BY INSTALLER OONCRETENAABONRY ALTERNATE PRECAST BILL DETAIL BY OTHERS Q FRAME (MASONRY) WINDOW FRAME JAMB Sir MAX SHIM (SEE NOTE 2 &3ON VT. 2) PERIMETER CAULK BY INSTALLER INSTALLATION ANCHOR, 3/18' DIA. MASONRY SCREW w /NEOPRENE BACKED WASHER THRU SCREW SUPPORT 114' MAX SHIM (SEE NOTE r trfi i pins (MIN EMBEDMENT) EXTERIOR FINISH BY OTHERS E DIST.) SW 44TH AYE. 'CICALA, FLORIDA 34474 LUC (MIN. EMBEDMENT) D)tYWALL BY OTHERS i ' HORIZONTAL SECTION FRAME (WOOD) AJ UPDATED PER NEW FBC REQUIREMENTS 07/07/08 2 BY WOOD BUCK BY OTHERS 6 p INSTALLATION ANCHOR, 610 DIM. • , **BACKED ANCHORW /NEOPRENE p p ED WASHER THRUSCREW . SUPPORT CAULK BETWEEN BUCK AND OPENING BY OTHERS 7/7/2008 AVG. NO.: CM - 165 : 7 OF 8 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 PERU.8ETER CAULK BY INSTALLER WINDOW WRAP BY INSTALLER EXTERIOR FINISH BY OTHERS SHEATHING BY OTHERS ® VERTICAL SECTION FIN (WOOD) ,12 (MIN EMBEDMENT) 1 INSTALLATION ANCHOR, AO WOOD SCREW ▪ EMBEDMENT) 2 BY WOOD BUCK BY OTHERS INSTALLATION ANCHOR, Y8 WOOD SCREW 1!4° MAX SHIM (SEE NOTE2 8 30N SHT. 2) 114' MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) 2 BY WOOD BUCK BY OTHERS SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS 2 BY WOOD BUCK BY OTHERS 1. PROPRIETARY AND COWIN:N 1 . DIE INFORMATION CONTAINED IN via DRAWING IS THE SOLE PROPERTY M MO SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A NITHODTT WRITTEN PERAOSSION OF CUSTOM W60OW SYSTEMS. INO. IS D INSTALLATION ANCHOR, 18 WOOD SCREW WINDOW FRAME JAMB (9 N EMBEDMENT) CAULK BEHIND FIN INSTALLER �TALLER PERIMETER CAULK BY INSTALLER • / F N HORIZONTAL OECUi N R �f FIN (WOOD) 114` MAX SHIM (BEE NOTE 2 &3ON EMT. 2) WINDOW WRAF BY INSTALLER 1900 SW 44TH AVE. : o6 34474 • STALLATION DETAIL WOO CONST. PVC SINGLE HUNG " T ADE 71712008 u ReBSannnl 8100 NTS TWO. NO` CWS -165 Ft P.645142514 • i iSV. LETTER: A SHEET: 8 OF 8 BCIS Home 1 Log In ( User Registration i Hot Topics I Submit Surcharge I Stets & Facts I Publications ( FBC Staff f BQS Site Map I Links I Search Product Approval USER: Public User Product Approval Menu. > product or Application Search > ARohcation kt$E> ApJcation Detail FL # / FL9520 -R2 Application Type Revision / Code Version 2007 Application Status Approved/ Comments __---/ Archived Product Manufacturer Address /Phone /Email Custom Window Systems, Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 miafevre @cws.cc Authorized Signature Michael LaFevre miafevre@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 Address /Phone /Email Category Subcategory Compliance Method Referenced Standard and Year (of Standard) Ralph Emminger ## 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368-6922 Ext 208 @ cws.cc Windows Mullions Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 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 Validation Checklist - Hardcopy Received Certificate of Independence FL9520 R2 COI 510190E (Impact 3 in Mull Eval).pdf Standard Year AAMA 450 -06 2006 ASTM E1300 -02 2002 ASTM E1886 -02 2002 http : / /www.floridabuilding.©rg/pr /pr app_ dtl. aspx? param= wGEVXQwtDgvIHvmuJRWcZ1... 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 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. r . 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 5101908 (Impact 3 in Mull Eval).odf Created by Independent Third Party: Yes 9520.2 / 4" Alum. Tube Mullion 4" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange applications. (IMPACT) Limits f Use oved 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 MuII).odf FL9520 R2 I1 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 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 5101978 (Impact 5 in Mull Eval).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 E1996 -02 2002 PA TAS 201/202/203 1994 04/30/2009 05/04/2009 05/08/2009 06/09/2009 I Back 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 @ 2000 -2005 The State of Florida. All rights reserved. Cooyrioht and Disclaimer Product Approval Accepts: 021 Next http : / /www.floridabuilding.org/pr /pr app_ dtl. aspx? param= wGEVXQwtDgvIHvmuJRWcZ1... 6/9/2009 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:. Custom Window Systems 1900 S.W. 44 Avenue Ocala, FL 34474 Product Line: 4" Mull Bar Product description: Extruded aluminum mull bar 1° x 4° 6063 -T6, part number H -1604. Engineering Evaluation Report Report No.: 510194B 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. Supporting Technical Documentation: 1. Approval document drawing number CWS -146, Revision A, titled 4" MuII Bar — PVC MuII 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 AAMANUDMNCSA 10111.S.2/A440-05, AAMA 450-08, ASTM E1886 -02 and ASTM E1996 -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: t67.5psf o Water penetration resistance: 10.125psf o Cyclic Load Test: ±67.5psf design pressure o Large Missile Impact, Level D, Wind Zone 4 3. Anchor calculation report No. 510195B prepared, signed and sealed by Luis Roberto Lomas P.E Llmitatlons 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 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 I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) f o r which t h i s r e p o r t is being issued. Also, I don't have nor will acquire a f i n a n c i a l i any other entity involved in the approval process of the listed product(s). oil"' , ' . • 1 of 1 `is.R �l,�arrisis, P.E ' 0441W2009 •-• 9 , TAE Off E NTS GENERAL NOTES IL ELEVATIONS.......-1 DESIGN PRESSURE GHART6 «.._...... «..S EXTRUSIONS 8 13,0 M... .4 MULL BAR SECTION INSTALLATION DEIAUS «. »«.........8;7 4" MULL BAR ELEVATIONS SHOWN W/DIFFERENT OPTIONS �H11 i•••�� 7 PiIOPRlrARY AND OOfA@NRAL ... . . :7.7 WINDOW Oft4AT2Wl�NS Ns REPRODUOTION IN PART PINSDRBWI� BSA RITTEN PERMISSION OP CUSTOU WIBBILOW 6YSTEW. N415 I FOR PVC WI DOW@ MULL BAR INSTALLATION f ,OU1REMFN'S. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION, INCI.UDMNG THE HVHZ. 2. CONFIGURATIONS SHOWN: 1. VERTICAL 2. HORIZONTAL / VERTICAL 4. ALL MULLION EXTRUSIONS ARE 806348 ALUMINUM. 6. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, BUCK AND FRAMING 13 RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. S. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING STRUCTURAL. INTEGRITY OF WINDOW OPENING AND ALL WOOD FRAMING AROUND WINDOW. 7. RESPONSIBIJTY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS, BUILDING COOES. ORDINANCES OR OTHER SAFTEY REQUIREMENTS RESTS SOLEY WITH THE ARCHITECT, ENGINEER OF RECORD, SUSLOING OWNER OR CONTRACTOR. 8. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN AREAS WHERE WIND BORNE DEBRIS PROTECTION 13 REQUIRED. 9. REFERENCE TEST REPORTS: NTTL210-3424 -1, NCTL 210- 3424 -1A, NCTL 2104424-2, NCTL 210-34244A, NCTL 210. 34249, NCTL 210.3424.3A, NOM 2104424-4. NCTL 210-3424-4A NOT'. 21U•3429.1. NCTL 210-342S-1A, NCTL 210 - 3429.2. NCTL 210-3428 -24, NCTL 210-34284, NCTL 210442634, NCTL 2103426.4, NCTL 210-3426-4A 10. DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO THE MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL 11. SEE MULLION CHARTS FOR MAXIMUM DESIGN PRESSURES. LENGTH AND ANCHOR SCHEDULE, (SHEET 2 & 3) ANCHOR 12. DESIGN PRESSURE OF MULLED UNITS SHALL SE CONTROLLED BY THE LESSER DESIGN PRESSURE CUP OF TIE 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 SE MANUFACTURED BY CUSTOM W24D0W SYSTEM, INC. AND MUST BE MADE OUT OF VNYL PVC. 14. HORIZONTAL MUUS3 4 SHALL OREND THE ENTIRE WIDTH OF THE MULLED UNIT. VERTICAL MKU.ION IS USED TO MULL 70P AND BOTTOM NITS TOGETHER AND/OR T01148 IMIRIZONTAL MIIWON. 15.VER•TSCAL MULLED UNITS MAY SE MULLED INDEFINITELY AS LANG ASTI'S SINGLE UNST WIDTH AND HEIGHT ARE NOT EXCEEDED, AND MULLIONS ARE ANCHORED AS SHOWN HERE 24. it MAX. O.a OYFI 8' MAX. Yj}U ��i T r NOTE 8 ANCHOR THR FRAME Owl 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, WH(CH EVER REQUIRES MORE ANCHORS. 2. IN CONCRETE CONSTRUCTION ATTACH MULLION TO SUBSTRATE WITH 3/18' DIA ITW TAPCON OF SUFFICIENT LENGTH TO ACHIEVE A 1 tU4• MINIMUM EMBEDMENT INTO SUBSTRATE. 3. IN WOOD CONSTRUCTION ATTACH MULLION TO SUBSTRATE WITH 810 WOOD SCREW WITH A 910 WASHER OF SUFFICIENT LENGTH TO ACHIEVE A 1318° MINIMUM EMBEDMENT INTO SUBSTRATE. 4. AT MULLION LOCATION, ATTACH WINDOW UNIT THRU FRAME USING 8t0 x 1 HEX WASHER HEAD TEK SCREW (ITEM 8E. S. ALL INSTALLATION ANCHOR MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. 8. FOR INSTALLATION OF WINDOW UNITS, SEE THE APPROPRIATE APPROVED INSTAUAT(ON INSTRUCTION. 7. INSTALLATION ANCHORS SHALL SE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS , SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. : 8. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE RASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROP A. WOOD • MINIMUM SPECIFIC GRAVITY OF 0+0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.200 PSI C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GREATER) • 1900 SW 44TH AVE. OCALA, FLORIDA 34474 Mil ANCHOR SHCEDULE 7 NOTES • 4• MULL A j UPDATED PER NEW FBC REQUIREMENTS I07N7108 ia} o, , •,� . oeof.Qr N 4° HORIZONTAL MJLLDN H•1604 WITH S-1522 CLIP, PACT (DESIGN PRESSURE CAPACITY CHART, PSF) , WD11 ) (M (N I H T(H1) (t ' �FiANSC H2) 35 47 55 59 63 71 741/8 CLP TO JAIm (2 }B or (2)B - (2)B or (2)B (2)8 or (2)B (2)11 or (2)B ' (2)B or (2)B (2)B or j24 S (2)8 or (2)B 231/2 285/8 ±67.5 187.5 167.5 1675 v 187.5 367.5 187.5 29 1/2 26 5/8 ±87.5 167.5 /67.5 ±67.5 167.5 367.5 067.5 351/2 351/2 167.5 367.5 367.5 167.5 187.5 ±67.5 187.5 411/2 37 1/16 167.5 ±67.5 0875 037.5 167.5 067.5 167.5 471 /2 37 1/16 ±67.5 167.5 1675 067.5 167.5 167.5 167.5 531/2 37 1/16 *67.5 167.5 ±87.5 067.5 167.5 167.5 067.5 591/2 37 1/16 167.5 067.5 167.5 367.5 167.5 167.5 ±67.5 651/2 37 t /16 187.5 • 1875 *67.5 367.5 ±57.5 367.5 167.5 71 1/2 37 1/16 ±87.5 ' 167.5 ±67.5 ±67.5 167.5 ±67.5 167.5 72 37 1/18 067.5 067.5 367.5 167.5 *67.5 167.5 ±675 76 37 1/18 0675 067.5 167.5 067.5 *67.5 ±87.5 *67.5 4" YERTCAL MULLION H-1604 WITH 8-1522 CLIP, NPACT (DESIGN PRIZ UFE CAPACITY CHART, PSF) SNOLE UNIT WDTH(W1,W2,E 1) -'" H) (N) 171/2 231/2 271/2 291/2 311/2 351/2 (391/2)) 411/2 . 431/2 471/2 531/8 231/2 ±67.5 ±67.5 ±67.5 167.5 167.5 187.5 367.5 ±67.5 167.5 167.5 1675 291/2 ±67.5 ±67.5 367.5 167.5 167.5 *67.5 367.5 167.5 087.5 067.5 167.5 351/2 187.5 067.5 167.5 367.5 187.5 187.5 .. ±67.5 367.5 1675 367.5 *87.5 411/2 ±675 *87.5 *67.5 167.5 367.5 167.5 *675 167.5 167.5 167.5 1675 471/2 167.5 187.5 167.5 ±67.5 3875 167.5 367.5 367.5 *67.5 ±67.5 1$7.5 531/2 167.5 167.5 367.5 367.5 1675 367.5 167.5 367.5 1875 *67.5 ±67.5 591/2 367.5 ±67.5 167.5 167.5 167.5 167.5 #17.5 167.5 ±67.5 167.5 ±67.5 1.52172P 167.5 +N7.5 *575 ±67.5 157.5 167.5 L 167.5 187.5 167.5 1875 711/2 ±67.5 187.5 067.5 167.5 ±675 167.5 167.5 067.5 *67.5 167.5 ±67.5 C 76Di 167.5 ±67.5 167.5 *67.5 ±67.5 367.5 (- ' 167.5 067.5 167.5 167.6 • • A ! UPDATED PER NEW FBC REOUIR 4ENTS wpm' ... ■ . ` P Nt ONlta� aymmaNIOBNN . ' - 7111E wocies1TlONOdITANHIomise FI1iraiBTN@8Om ...• - ,,.y. WMOYY SBTEM6, N N IM ' D. MY RUM i a . �� YB MIMIP PWISSIONOPGTOMWND [MSY81EU6.11CM .. C" ►�� 16t °� � /t, it s10 ` f 1 g � � > b: :T. Z4 : . . L T� • FL rF�LND.� ,/� = . $4474 DESIGN PRESSURE CHARTS. •• NULL OR a PVCi MULL . BAR +( . , .., h 4B IC' i Jk 3 • T ia} o, , •,� . oeof.Qr N 1 2 3 4 5 6 7 8 9 43/4 � PA17 � ITV- f H -1604 P -3767 S -1522 S -1806 S -1572 S -1571 4 1!E. DESCIMP11014 MULL 1318" x 4" PVC SPECIFIC #10 x 1° HEX WASHER HEAD 'MK #10 x 1 112 ", PANHEAD PHILIPS ZINC #10 FLAT WASHER RETRO FIT MULL ANCHOR CLIP HORIZONTAL ANCHOR (PVC SPECIFIC) CAULK DRIP ADAPTER FLANGE ADAPTER 4719' .'fir =SE 11/18" • •, IL 0 3118' Y 7/18' � 1rr RETRO CLIP(4 ") S -1522 ALUMINUM 6063 -T6 (FIN) T a SW THE WF fi Ano"CONT D pi ° IS 141E QQ' WYROW SYSTEMS. NM ANY REOROOMMON IN PMT WRITTEN PERMISSION OP Cl3TOMWROOW HORIZ. ANCHOR 5 1606ANCHOR 5 - 1606 ALUMINUM 6063-T6 j - 1. RETRO CLIP(4 ") 5 - 1522 ALUMINUM 8063- T6A *P' - �� I (FLANGE) Or 5/18' DRIP ADAPTER S - 1572 ALUMINUM 6063 -T6 FLANGE ADAPTER S - 1571 ALUMINUM 6063 -T6 4" MULLBAR H - 1604 ALUMINUM 6063 -T6 1 UPDATED PER NEW FRC REQUIREMENTS A07107934' W eeds=-. 1900 SW 44TH AVE. OCALA, FLORIDA 34474 TITLE: Exrau1RCZNS & BILL OF MATERIALS - 4" maw PVC MULL MR TROTH NW AAJ MODEL: j3 GLLE: NTS . Len ER: A 21 4/13,2008 CWS -148 8141:M T. 4 OF 7 v 3 F ?34,1 `tam c -� *o I • ,oa f•, Grp o ! ~ mod I" ! ��. 4331, • 4204 CAULK REHM FLCL PRIOR TO ATTACH TO MULLION WINDOW FRAME NOTE; 1. INSTALL HORIZNERT ANCHOR PRIOR TO ATTACI4ING VERTICAL MULL BAR. WINDOW FRAME TO MIALION 1 • wilDOW WIES. INC. i■FiVASPCitOUOTION ME OR AS AVM= 'EtE TFE IFECIMAIMON CONTAINED El THE DRAWING TFE SOLE eacensoutvimeatonconAt. WRITTEN MEMNON Of cuSTOEEIFEEE STEM*. PC 18 PROI4ETI7 r HO A(131., EMRIZONT A UPDATED PER NEW FBC REQUIREMENTS 127107/08 . 4lia120011 MO. CWS-I40 114b51: 5 7 0 0 • ••• • • • • • • •: •_ • �•• •• • • • •. •. 00 •i •• 4 4 4 D MASSON�RY 837173 WITH WASHER 4 • , ' P. WM. o FL. P.E. 11CA82B14 INSTALLATION ANCHOR #10 WOOD ANCHOR WITH WASHER (AN • �r A 60174Ev4 44Th AVE. FLORIDA 34474 • t) if igiej01.111111111 , f • UPDATED PER NEW MC REQUIREMENTS 107A37218 RETRO FIT CUP/MASONRY INSTALLATION • 4` MULL MR 411312009 CW =1 8 OF7 CAULK BETWEEN FRAME AND OPENING BY OTHERS CONCRETE/MASONRY BY OTHERS BY OEXTERIOR SFINIBH MULL BAR PERIMETER • INSTALLER FIT M L B CLIP (SEE NOTE 2) RETRO MULL BAR CUP PERIMETER CAULK BY INSTALLER EEXT FINISH BY ' L) RETRO ITCUP VERTICAL MULL SILL RECTION RETRO FIT CUP ( MASONRY) 2 (MIN EDGE DIET) @1N. EMBEDMENT) 1 BY WOOD BUCK BY OTHERS BY • SMSH L4 (MN. EMBEDMENT) INTERIOR FINISH BY OTHERS CAULK BETWEEN FRAME AND OPENING SY OTHERS INSTALLATION ANCHOR, 3/12' DIA. MASONRY WIT$WASH ANCHOR, , a I SAN. EDGE DIET. MULL INSTALLATION ANCHOR 37ff1• MASONRY ANCHOR, WITH WASHER (4k) lirr A !W4; » 2 BYoTHERS r, -41,1 ,a_vierAses 6t22tr CONCRETBMASONRY BY OTHERS SHEA AS RUED TO MAKE LEVEL FOR MULL BAR (MN. ) I BYWOODBUCK .4 BY OTHERS 4 • ` ; } i%;vP BYO � EYOTNERB ��RETTOD Elf CUP 41 4RYt 5 CONORETEIMASONR BY OTHERS EXTERIOR FINISH SY OTHERS A' NORM MULL BAR PERIMETER CAULK BY INSTALLER RETRO FIT MULL BAR CUP PE PERIM ME ETE ER R R CAULK NOTE: 1. SILL STOOL MUST SE FLUSH AGAINST INSIDE OF MULLED WINDOWS AFTER INSTALLATION INTERIOR P1NISH T BY OTHERS 2. RECESS RETRO FIT CUP 114° FOR CLEARANCE (MN EDGE DIST) WHEN ) NSTALLWG WINDOW UNITS ti• e PPOPwITARY AND OCIMOO AL THE INFOP) mN CONTAINED iN TH�I3RAWMiG IST EBOLEPROPSRp��II WINDOW SWIM, 9C. Mt NEPRS Tp4M{PRRT OIL PSA l= WRITTEN PER 5ENOFCU$TDM WINDOW 8YS1EN6, 815.78 PROF . 'P• ; RETRO FIT LL BAR CUP (SEE NOTE 21 BY INSTALLER MULL BAR 0224. 1 EMBE DMENT) a p 1a RNA E PR CA A (MIN EDGE DIS1) L 4 PERIMETER CAULK EX EX� �8 IH MULL OTHERS INSTALLATION 311S" DIA MASONRY HCR. WITH WASHER (4#) INTERIOR F>NISM BY OTHERS ^ • •i 4► • p► 1 ) # • • A CAULK BETWEEN • • ► FRAME AND OPENING 7 p • �.BYOTHERS . ►•►`• s. 4$ i • OTHERS THERS RY p a • •••••• • • 2 BY WOOD BUCK BY OTHERS L�l_HOIiD. MULL JAMRi SECT�I lc RIETROi:7TGLIP{W�OD) 4 VEITI0M. IAULLBAFI WINDOW WRAP . BY OTHERS PERAMETER CAUL/C BY INSTALLER CAULK BEHIND FIN BY OTHERS EXTERIOR FINISH SY OTHERS (IN VERTICAL mai. HEAD ItECTI• N Q./ RbTRO CUP/FIN FRAME IW • • ) SHEATHING BY OTHERS RETRO FIT MULL BAR CLIP RETREi) -111111 41 11112jU lg iali fFIN FRAM 000) INSTALLATION ANCHOR. 410 WOOD ANCHOR, WITH WASHER (011 Wei EMSEDIKENT) NOTE: 2 BY WOOD BUCK BY OTHERS SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS IA& OAR. EMBEDMENT) 4 • CAULK BEHIND FIN BY OTHERS WINDOW WRAP BY OTHERS PERIMETER CAULK BY INSTALLER 1. RECESS RETRO FIT CUP 1/4° SO MULL BAR -' WILL BE FLUSH AGAINST WOOD BUCK AT AND HEAD. 141.1&gn SECT INSTALLATION ANCHOR. PIO WOOD ANCHOR, WITH WASHER (4K/ 00D) 4" NORM. MULL BAR PNOPRINTMW AMO COMPIOLIMAI. • • 446- THE INFORMATION CONTAINED IN THIS DRAWINO IS THE SOLE PROPERTY F • • VERSON ITSITEMS. MANN NEFROSUCTSON PAM OR PS A s10401.2 • WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEM& NM 8 PROHIBITED. """ RETROFIT NEIL BAR CLIP AJ UPDATED PER NEW FBC REQUIREMENTS 107/07/08 44TH AVE. RIQA 34474 ilifaIP/FINWCCD INSTALLAIION MULL BAR c PVDMUU. BAR F ur r . AM A - 7A • 4/13t2009 CWS-148, flb- 7 OF 7