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WS-10-471Inspection Number: INSP - 140804 Scheduled Inspection Date: April 20, 2010 Inspector: Bruhn, Norman Owner: CENECAL, JOCELYNE Job Address: 101 NW 99 Street Miami Shores, FL 33150- Project: <NONE> Building Department Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Contractor: SEARS HOME IMPROVEMENT PRODUCTS, INC. replacement windows 9 impact April 19, 2010 For Inspections please call: (305)762 -4949 Permit Number: WS -3- 10-471 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1131010220380 Phone: (305)341 -5663 Page 20 of 28 Project Address VIIIIMMEEMIESNKIMMVAMMARVEREEEMKVMIROEAMWSMPMNRF 101 99 Street Miami Shores, FL 33150- Owner Information JOCELYNE CENECAL Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Contractor(s) Phone Cell Phone SEARS HOME IMPROVEMENT PRODL (305)341 -5663 Type of Work: WINDOWS No of Openings: 9 Additional Info: IMPACT Classification: Residential Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $9.60 $3.20 $190.00 $15.00 $12.80 $230.60 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. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Address Parcel Number 101 99 Street MIAMI SHORES FL 33150 -1742 Phone Pay Date Pay Type Amt Paid Amt Due Invoice # WS -3 -10 -37360 03/30/2010 Check #: 2559 $ 180.60 $ 50.00 03/23/2010 Check #: 2485 $ 50.00 $ 0.00 Expiration: 09/22/2010 Applicant CeII Valuation: Total Sq Feet: $ 16,000.00 0 Date Available Inspections: Inspection Type: Window Door Attachment Final Shutters Final Shutter Attachment March 30, 2010 March 30, 2010 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit NJ /4S `4S ) 0 — 4 " BUILDING PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type (circle) Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) 06 i eze I r i Phone # 30 5'758 'f 7 Owner's Addres /d / City 14044i State Zip 35i 56 Tenant/Lessee Name Phone # Job Address (where the work is being done) / / WA/ 99 S 1 City Miami Shores Village County . Miami -Dade Zip 3 i 5"0 FOLIO / PARCEL # ®® 3/ ®(v ® 2-2.-- el .A156 Is Building Historically Designated YES NO ✓,. /je Co ntractor s Company Nattie r� Gf� � Phone # 9‘ Contrac . is Address / ‘ 1 2 ,4 1 4 City 6 State , �� Zip 32-73 1.T Qualifier Name y1S#flil Phone # State Certificate or Registration No.________________________ Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ /5;6 d® Square / Linear Footage Of Work: Type of Work: DAddition Describe Work: ]Alteration [New MMEZYMp MAR 2 3 2010 Ij �.....o ®.. ®.�.... �epair/Replace ❑ Demolition j b.4 Submittal Fee $ 4 O CO Permit Fee $ CCF $ °'1'�Q CO /CC Notary $ Training/Education Fee $ ) • Technology Fee $ R• Scanning $ IS ` Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 1 XO• _ See Reverse side -- Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. • Owner or Agent The foregoing instrument was acknowledged before me this ICI - day of pkwo. ,20 to,by, oc 1..4,64.5S; , who is personally known to me or who has produced 1.LD11.1W D1. As identification and who did take an oath. NOTARY PUBLIC: ri • Sign: Prins? :9 "' • ALCJANI�RO CURBELO 1. My „ , st rt 4.Q AISSION # DD937915 ' ' � ` d v;�' FPIS November 03 2013 , (407) 398 -0953 FloridallotaryServrcs.com APPLICATION APPROVED BY: (Revised 02/08/06) Print: Contractor The foregoing instrument was acknowledged before me this 1 day of /`1,;. rd 1 , 20 L, by A ((rc a1 , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: NOTARY PUBLIC -STATE OF FLORIDA " ". Samuel P. Ratcliffe 2 ' " =Commission #DD923429 Expires: SEP. 08, 2013 My Commission Expires: Plans Examiner Engineer Zoning t•IC ozci Primary Zone: 0800 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL- SINGLE FAMILY Beds/Baths: 3/2 Floors: 1 Living Units: 1 Adj Sq Footage: 1,900 Lot Size: 9,225 SQ FT Year Built: 1946 Legal Description: GOLD CREST PB 21 -56 LOT 7 E1/2 OF LOT 8 BLK 5 LOT SIZE 85.420 X 108 OR 13732 -3174 0688 4 COG 23589 -2092 06 2005 4 Year: 2009 2008 Taxing Authority: Applied Exemption/ Taxable Value: Applied Exemption/ Taxable Value: Regional: ' $50,000/850,233 $50,000/$50,133 County: $50,000/$50,233 $50,000/850,133 City: $50,000/$50,233 $50,000/$50,133 School Board: $25,000/$75,233 $25,000/$75,133 Folio No.: 11- 3101 -022 -0380 Property: 101 NW 99 ST Mailing Address: JOCELYNE CENECAL & JOANNE LABOSSIERE 101 NW 99 ST MIAMI SHORES FL 33150 -1742 Year: 2009 2008 Land Value: $152,388 $253,979 Building Value: $154,223 $154,546 Market Value: $306,611 $408,525 Assessed Value: $100,233 $100,133 Sale Date: 6/2005 Sale Amount: $0 Sale 0/R: 23589 -2092 Sales Qualification Description: Sales which are disqualified as a result of examination of the deed View Additional Sales Year: 2009 2008 Homestead: $25,000 $25,000 2nd Homestead YES YES Property Information Report My Home de. g v Property Information Report Summary Details: Property Information: Assessment Information: Exemption Information: Taxable Value Information: [Close window] Sale Information: [Click here to Printl This report was created on 2/24/2010 11:38:43 AM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. Page 1 of 1 http: / /gisims2. miamidade .gov /myhome /proptext .print.asp ?folio= 1131010220380 &cmd = 2/24/2010 Mean Roof Height DESIGN - - .he . U . Ira • , D Bdr"� • 00 (�• • J • 10 15 20 I.. �. 5 35 40 15 ft 15 ft -59.3 +54.7 - 57.9 +53.2 -56.8 +52.2 +51 - 84.3 -63.3 +502 +49.7 +50 t_ +49.7 : yd� :c: +493 ";..9 18 ft -60.1 +55.4 - 58.6 +53.9 - 57.8 +52.9 -56.8 +52.111.9- -652 - 642 +50.9 +50.4 -55.6 4. •,? . tea 4 .3 8 L 18 ft -61.6 +56.8 - 60.1 +55.3 -59.1 +54.2 - 582.5 +53.4• 59.5 • +54.6 +52 -58.8 • V3.9 ,2/ • 3 ` i 3 •59.7 • +5 1�,1 7 +8ti„+ 9 9 32 20 ft -63.0 +58.1 -61.5 +56.5 -60.4 +55.5 22 ft -64.3 +59.3 - 62.7 +57.7 - 61.6 +58.6 -60.7 +55.7 : -60. -9:4 +54. 58.9 53.9 -58.5 +53.5 -58.1 +53.1 +55.0 24 ft -65.5 +60.3 - 63.9 +58.8 - 82.7 +57.6 - 61.9 +56.8 - 812 +56.0 -60.5 +55.4 -60.0 +54.9 -59.8 +54.4 -59.1 +54.0 28 ft -86.8 +61.4 -65.0 +59.8 - 83.8 +58.6 -62.9 +57.7 -82.2 +57.0 - 61.6 +58.4 - 81.0 +55.8 -60.6 +55.4 -60.2 +55.0 28 ft -87.6 +62.3 -88.0 +60.7 - 64.8 +59.5 - 63.9 +58.6 -63.2 +57.9 - 62.5 +57.3 - 82.0 +58.7 -61.5 +58.2 -61.1 +55.8 30 ft -68.8 +83.2 -86.9 +61.6 -65.8 +60.4 - 64.8 +59.5 -84.1 +58.7 53.5 +58.1 -62.9 +57.5 - 82.4 +57.1 -82.0 +56.6 32 ft -69.5 +64.1 - 87.9 +62.4 -86.7 +612 85.7 +80.3 -65.0 +59.5 -64.3 +58.9 -63.8 +58.3 -63.3 +57.8 -82.8 +57.4 34 ft -70.4 +64.9 -68.7 +63.2 -67.5 +82.0 - 66.6 +81.1 -65.8 +60.3 -65.2 +59.6 - 64.6 +59.1 -64.1 +58.6 -63.6 +58.1 38 ft -71.3 +65.7 -69.6 +64.0 -88.3 +62.8 - 87.4 +61.8 -66.6 +61.0 -85.9 +60.4 -65.4 +59.8 -64.9 +59.3 -84.4 +58.8 38 ft -72.1 +66.5 -70.4 +64.7 -69.1 +63.5 -68.2 +62.5 - 67.4 +61.7 - 66.7 +61.1 -68.1 +60.5 - 85.8 +60.0 -85 2 +59.5 40 ft -72.9 +67.2 -71.1 +65.4 - 69.9 +64.2 - 68.9 +63.2 - 68.1 +62.4 - 67.4 +61.7 -68.8 +61.1 - 88.3 +60.6 -65.9 +80.2 42 ft -73.6 +67.9 -71.9 +66.1 -70.6 +84,8 -69.6 +63.8 -68.8 +63.0 -68.1 +62.4 -87.5 +61.8 - 87.0 +61.3 - 66.5 +60.8 44 ft -74.4 +88.6 -72.6 +86.8 -71.3 +85.5 -70.3 +84.5 - 89.5 +63.7 -68.8 +63.0 - 682 +62.4 -67.7 +61.9. -872 +61.4' 46 ft -75.1 +892 -732 +67.4 -72.0 +68.1 -70.9 +65.1 -70.1 +84.3 - 89.4 +63.6 -88.8 +63.0 -88.3 ' +62.4 -67.8 : +62.0 48 ft -75.7 +69.8 -73.9 +68.0 -72.6 +66/ -71.6 +65.7 -70.8 +64.8 -70,1 +84.1 -69,5 +63.5 -68.9 +63,0 -88.4 +62.5 50 ft -76.4 +70.4 -74.5 +68.6 -732 +672 -722 +68.2 -71.4 +65.4 -70.7 +64.7 -70.1 +64.1 - 89.5 +63.5 -69.0 +63.1 52 ft -77.0 +71.0 -75.2 +89.1 -73.8 +67.8 -72.8 +68.8 -72.0 +85.9 -71.2 +65.2 -70.6 +64.6 -70.1 +64.1 -69.6 +63.6 54 ft -77.6 +71.6 -75.8 +69,7 -74.4 +68.4 -73.4 +872 -72.5 +86.5 -71.8 +85.8 -712 +65.1 -70.6 +64.6 -702 +64.1 58 ft -78.2 +72.1 -76.3 +702 -75.0 +68.9 -73.9 +87.8 -73.1 +67.0 -72.4 +66.3 -71.7 +85.6 -71.2 +65.1 -70.7 +84.8 80 ft -79.4 +73.2 -77.5 +71.3 -76.1 +89.9 -75.0 +68.8 -74.2 +68.0 -73.4 +672 -72.8 +66.6 -72.2 +68.0 -71.7 +65.5 D M � n • Roof Mieeht DESIGN PRESSURES (PSF) - Zone 5 15 20 Tributary Area (So Ft) 45 50 25 30 35 40 15 ft 73 " +54.7 -70.3 +532 -68.3 +52.2 -68.7 +51.4 -65.4 +50.8 - 84.3 -63.3 +502 +49.7 - 82.5 +492 -61.8 +48,9 16 ft +55.4 -71.3 +53.9 - 692 +52.9 -67.6 +52.1 -66.3 +51.5 -652 - 642 +50.9 +50.4 -63.4 +50.0 -62.6 +49.6 • 18 ft • 20 ft -78.1 +56.8 -77.8 +58.1 -73.1 +55.3 -74.7 +56.5 -70.9 +542 -72.5 +55.5 -69.3 +53.4 -70.8 +54.6 -67.9 +52.7 -69.5 +53.9 -68.8 -65.8 +52.2 +51.7 -68.3 -67.3 +53.3 +52.8 -64.9 +512 -66.4 +52.4 -642 +50.9 -65.6 +52.0 22 ft -79.3 +59.3 -762 +57.7 -74.0 +58.6 -72.3 +55.7 -70.9 +55.0 - 69.7 -68.7 +54.4 +53.9 -67.8 +53.5 -66.9 +53.1 24 ft -80.8 +60.3 -77.6 +58.8 -75.4 +57.6 -73.6 +56.8 -722 +56.0 -71.0 -69.9 +55.4 +54.9 -69.0 +54.4 582 +54.0 26 ft -822 +81.4 -78.9 +59.8 -76.6 +58.6 -74.9 +57.7 - 73.4 +57.0 -722 -71.1 +56.4 +55.8 -702 +55.4 -69.3 +55.0 28 ft - 83.5 +62.3 -80.2 +80.7 -77.9 +592 -76.0 +58.6,;' -74.6 +57.9' 43.3 .722 +57.3 +567,' -712 +562 -70.4 +552 30 ft - 84.7 +632 -81.4 +61.6 -79.0 +60.4 -772 +59.5 -75.7 +58.7 -74.4 73;3 +58,1 +57.5 -72.3 +57.1 -71.5 +58.6 32 ft -85.8 +64.1 -82.5 +82.4 .80.1 +812 -782 +80.3 -76.7 +59.5 -75.4 -74.3 +58.9 +58.3 -73.3 +57.8 -72.4 +57.4 34 ft - 87.0 +64.9 -83.5 +632 -81.1 +62.0 -792 +61.1 -77.7 +60.3 -76.4 -75.2 +59.6 +59.1 -74.3 +58.6 -73.4 +58.1 36 ft - 88.0 +65.7 -84.5 +64.0 - 82.1 +62.8 -802 +61.8 -78.6 +61.0 -77.3 -76.2 +60.4 +59.8 -752 +59.3 -74.3 +58.8 38 ft -89.0 +66.5 -85.5 +64.7 - 83.0 +63.5 -81.1 +62.5 -79.5 +61.7 -782 -77.0 +61.1 +60.5 -76.0 +60.0 -75.1 +59.5 40 ft -90.0 +672 - 86.4 +65.4 -83.9 +64.2 52.0 +63.2 -80.4 +62.4 -79.0 -77.9 +61.7 +61.1 -76.8 +60.6 -75.9 +602 42 ft -90.9 +67.9 -87.3 +66.1 -84.8 +84.8 -82.8 +63.8 -812 +63.0 -79.8 -78.7 +62.4 +61.8 -77.6 +61.3 -76.7 +60.8 44 ft -91.8 +68.6 - 882 +86.8 - 85.6 +65.5 -83.6 +64.5 - 82.0 +63.7 -80.6 -79.4 +83.0 +62.4 -78.4 +61.9 -77.5 +61.4 46 It -92.7 +69.2 -89.0 +67.4 - 88.4 +68.1 - 84.4 +65.1 -82.8 +64.3 -81.4 -802 +63.6 +63.0 -79.1 +62.4 -782 +62.0 48 ft -93.5 +69.8 -89.8 +68.0 - 872 +86.7 -852 +65.7 -83.5 +64.8 -82.1 -80.9 +84.1 +63.5 -79.8 +63.0 -78.9 +82.5 50 ft -94.3 +70.4 -90.6 +88.8 - 88.0 +67.3 -85.9 +862 -842 +85.4 -82.8 -81.6 +84.7 +64.1 -80.5 +63.5 -79.8 +63.1 52 ft -95.1 +71.0 -91.3 +89.1 -88.7 +87.8 - 86.6 +68.8 -84.9 +65.9 - 83.5 -82.3 +652 +84.8 -812 +64.1 -80.2 +83.6 54 ft -95.8 +71.6 -92.1 +69.7 - 89.4 +68.4 - 87.3 +67.3 -85.6 +88.5 -84.2 -82.9 +65.8 +65.1 -81.8 +64.8 -80.9 +64.1 58 ft -96.6 +72.1 -928 +702 - 90.1 +68.9 -88.0 +67.8 -88.3 +67.0 -84.8 -83.6 +66.3 +85.6 -82.5 +85.1 -81.5 +64.6 60 ft -98.0 +73.2 -94.1 +71.3 -91.4 +89.9 -89.3 +68.8 - 87.5 +68.0 - 86.1 - 84.8 +672 +88.6 - 83.7 +66.0 -82.7 +65.5 2007 FL REDG CODE & ASCE 7 -05 DESIGN LOADS FOR•GOMPONENTS AND CLADDING INTERIOR ZONE 44; SS„ „ORES a m m n n 0 Z z fA 8 1 REMARKS MR ISSUE DRWN CL TSB REVISE FOR 07 FBC • • CHKD FLB FLB THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, P.E AND SHALL NOT BE REPRODUCED PI WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.E "ALTERATIONS, ADDMONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. EXTERIOR ZONE 5 PRESSURES DATE 04/19/06 02/23/09 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING WIND VELOCITY =146 MPH EXPOSURE 'C MRH =O -60' BASED ON Kd =1.00 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. USE OF TABLES VAUD ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 3. TABLES VAUD FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 4. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 5. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 6. 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. 7. 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. 8. 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 I5 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 I5 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 (DIRECIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. CI-I ® 1 I-C ELEVATION 1 WALL ZONE FIGURES IS PEAK ROOF HEIGHT MEAN ROOF HEIGHT ENGINEERING EXPRESS® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 FAX: (954) 354-0443 WWW.ENGEXP.COM CERT OF AUTH *9885 �• NAME 1�6 d 5S lE'J�' • Q • .�r —• ADDRESS / V / NI V4.92 ! • • • MEA J 2c . •--- r' , • .".: • • 1riP6 vt4 ti p •••° :(dam• ••• OPentnt 1.13. •r- 4 • •• .VJ id 4 & ,5'2: • • • • • • .. •, • . . • • •• ••• • • • • • •• bo aer •• • • • C-• i a • - r t 40 bo. I • f ; Sears Home Improvement Products 0214_. Sid ' .3s K6'2- 41.E 3' )cto ,11 o � ... CUSTOMER APPROVAL X • CUSTOMER APPROVAL X DATE t1Cn" / / 9 A &— L/ a/2 dif3 bo . . 4414 • ibci -W16 Location: ••• • • • • •••••• • • • • • • • • ••• • • • • • • • Job Number. '8 2 • • • Notes to Installer. • ;• HOME IMPRC 1EN1 PRODUCTS • • • MIAMI Measure Sheet �- ••• • • ••• • • • • Installer. e •., Notes to admin: Job Name: J L-44) Ie6L "'"WE WILL ORDER FLANGE FRAME UNLESS OTHERWISE NOTED""' "'MUST SPECIFY # OF PANELS AND TRACKS ON SLIDING GLASS DOORS""' "'"MUST SPECIFY OX OR XO ON ALL HORIZONTAL ROLLERS AND SLIDING GLASS DOORS."' Date , - 4—/ 4 )- 10 ate: 2 ^ / 4) ( 0 • • • • • • • • V19ir,dOW • • • Patio Doors Glass Grids # QTY • • T e T7i S e / • Frame Color • • Configuration OX XO, OOX XOO etc SGD Panels/Tracks Bypass Door Pocket Door I Comer Door 1 Clear 1 Prone 1 Gray I Azure Blue 1 Green Solar Cool Gray 31 Obscure I ? White ' IntnrI var Tempered Egress Type lsmdon Pattern • • • i Window Style VArith Height • • • Autl �I Colonial or Brittany Top. Sodom. Ad, Rankers 5/4 •' ••®•::i • • :� ✓ Y H s�•• •• •4, �• •. ` V H t o 2 t2 73 t 2 sz 0 / V 1 3LI2. / l0 (p2 gt}) / P, Y H P 1 �Z /2 / / V H / J 1 - 3 3 /� ( z' /Z ✓ V H 1 Y H S /-! 3 /5 3 /� �Z' /2 ✓ / � j V H ` p' 19 3 /Y 42 11.' 1 '" V H V 11 V H � _ V 11 V H Location: ••• • • • • •••••• • • • • • • • • ••• • • • • • • • Job Number. '8 2 • • • Notes to Installer. • ;• HOME IMPRC 1EN1 PRODUCTS • • • MIAMI Measure Sheet �- ••• • • ••• • • • • Installer. e •., Notes to admin: Job Name: J L-44) Ie6L "'"WE WILL ORDER FLANGE FRAME UNLESS OTHERWISE NOTED""' "'MUST SPECIFY # OF PANELS AND TRACKS ON SLIDING GLASS DOORS""' "'"MUST SPECIFY OX OR XO ON ALL HORIZONTAL ROLLERS AND SLIDING GLASS DOORS."' Date , - 4—/ 4 )- 10 ate: 2 ^ / 4) ( 0 Sears Home Improvement Products WINDOW t7 / /z //b / �s / 9 2 Z 2 • • •.... • • • • • • • •• • • • •• • • • .• • .. • • • . . • . • • • • ••• • • • • TYPE s,-/ PW s // S // P • • • • • • ••.. . • • • •••• •. • • • • •. • • . . WIDTH 3. 3 8 3 /(• / 3,/ HEIGHT 2.'/Z (2- ' /2 (e2 - ' /Z GLASS D 12 b D ( +) 75- 64 75 go S rc fie N O A a? -32ze of 2 (4 -if(Z 1c 07 :32z rte, • • • • • • • • • • • • • • MIAtiE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buldingcodeonline.corn This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building C.•eincludin: the Hi h V DESCRIPTION: Series SH -700 Aluminum Single Hung Window _L PPROVAL DOCUMENT: Drawing No. 4040 -20, titled "Alum. Single Hung Window, Impact ", sheets 1 through 11 of 11, dated 9/1/05, with revision B dated 11/13/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: 'Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no•ahauge inte applicable building code negatively affecting the performance of this product. RMINAJC3Fathis NOA will occur after the expiration date or if there has been a revision or change in the materia , arse.and/or manufacture of the product or process. ls,Esuse of this NOA as an endorsement of anj p ,cjluct, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to CbJ ply with an•seetion of this NOA shall be cause for termination and removal of NOA. AUy2TISI{l mlm The NOA number preceded by the words Miami -Dade County, Florida, and followed b e e iration a dte may be displayed in advertising literature. Many portion of the NOA is displayed, then dis la � .�.... Y g l� YPo P Y it shall be don ®units gntiret • • • INSPRCTION•A ccry of this entire NOA shall be provided to the user by the manufacturer or its distributors awl shams be available for inspection at the job site at the request of the Building Official. Tfii •N A revises NOA # 05- 1018.01 and consists of this page 1 and evidence pages E -1, E -2 and E -3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 07- 0322.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 Page 1 • • • • •• •• • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040 -20, Sheets 1 through 11 of 11, titled "Alum. Single Hung Window, Impact ", dated 9/1/05, with revision B dated 11/13/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. I' TL -4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4958, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 • • • • 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 • • •alorrz with marked -up drawings and installation diagram of an Aluminum Single Hung • • • Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. • • . . • • • • •'B1t -5063, dated 11/21/06, signed and sealed by Edmundo Largaespada, P.E. • 4. • ; ,st reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 • • • • • 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 • • • • • • • along with marked -up drawings and installation diagram of Aluminum Single Hung • • • • • • Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- • • :4445i dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. • • • V ubtpitted under previous NOA #05- 1018.01) E -1 Manuel Per Product Control er NOA No. 07- 0322.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 PGT Industries 5. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked-up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. 1TL -4647, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 6. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4648, dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 7. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 8. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 • • • • • •. 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 • • • • • • • 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 • • • •' • tong with marked -up drawings and installation diagram of an Aluminum Single Hung • • • • • • " V1Mow, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. • • . • • • • • . •' 4650, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. • • • GSubmitted under previous NOA #05- 1018.01) ••.' t 'Tegtreports on 1) Large Missile Impact Test per FBC, TAS 201 -94 • • • • • • 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 • • • 'along with marked -up drawings and installation diagram of Aluminum Single Hung • • • *4u¢ow, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- • ,,, • • • 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (Submitted under previous NOA #05- 1018.01) E -2 Manuel Per . E. Product Control . r er NOA No. 07 22.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. 1"1L -4646, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05 11. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4723, dated 10/05/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05 1018.01) C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, dated 12/18/06, prepared, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite® PVB" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc. for their "Solutia Interlayer" dated 03/04/04, expiring on 03/04/09. P.... • STATEMEPYI'S • . • • • 1. • Statement letter of conformance and no financial interest, dated 03/16/07, signed and ' • • • • "sea'1 1 by Robert L. Clark, P.E. • • • • • 2. $ta. ment letter of code compliance, dated 10 /12/05, signed and sealed by Robert L. • • • 'Clark; P.E. ..... • • .. • G. • • t • • • • • 1. rotico of Acceptance No. 05- 1018.01, issued to PGT Industries for their Series SH- 7Q0 Aluminum Single Hung Window — L.M.I., approved on 03/23/06 and expiring on • • OOOOOO •••• • • •. • • E -3 uel ' P.E. Product Conti. er NOA No. 22.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 • • • •• • • • • • ••• • • • ••• • • • • • • • • • • ••' • • • • • •• • • GI�1 RAL NOTES: IMPA SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS • • NEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER EALED GLASS AND (1) UTE OF 118' HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE . 7/18 I CONSISTING OF (2) UTES OF 3/18' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER RLAYER. 2. CONFIGURATIONS: "OX' (1/1. VIEW AND RADIUS TOP, AU. W/ LOW OR HIGH SILL OPTION) i3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM. E 1300-02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 5. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT.OR GASKET. Al. REFERENCES: TEST REPORTS FTL -4846, FR -4848, FTL- 4847, FTL- 4848, FTL -4849, FTL -4850, FTL -4651, FTL- 4723, FTL -4957, FTL -4958 AND FTL-5083. ANSI/AF&PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. SERIES/MODEL DESIGNATION 311700, ALSO REFERRED TO AS SH701. SAFLEX/KEEPSAFE MAXIMUM PVB. F. 41r" LAI SIONSISTING O j2) 074)48" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR S� MAXIMUM PVB INTERLAYER. G. 13/181' LAMI Ri: (Q ) L I �F 8' i1GAT STRENGTHENED GLASS, AN AIR SPACE AND 5/18" LAMI CONSISTING OF (2) UTES OF 1I8' ANNEALED GLASS WITH A DUP0 4' BUT{UiITS OR AFE MAXIMUM PVB INTERLAYER. H.1 6' LAMI IS: (0) UTE OF 1 8 0E/ SS GTHENED GLASS, AN AIR SPACE AND 518' LAMI CONSISTING OF (1) LITE OF 1/8' ANNEALED GLASS AND (1) UTE OF•I18' REA, S11!2ERGTHENEO GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER, 1.13/18' LAMI IG: (1) LITE OF 1/8' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 6/18' LAMI CONSISTING OF (2) UTES OF 1/8° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/18' LAMI IG: (1) UTE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/18" LAMI CONSISTING OF (2) UTES OF 3/18" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFL.E)UKEEPSAFE MAXIMUM PVB INTERLAYER K 13/18' LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 718" LAMI CONSISTING OF (1) LITE OF 3/18 ANNEALED GLASS AND (1) UTE OF 3/18' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PV8. L 13/18" LAMI IG: (1) UTE OF 1/8' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/18" LAMI CONSISTING OF (2) UTES OF 3/18' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. M. 13/18' LAMI 113: (1) LITE OF 1/8" ANNEALED GLASS, AN AIR SPACE AND 5/16' LAMI CONSISTING OF (2) L.ITES OF 1/8" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY ® HURRICANE ZONE (HVHZ). rbwaBF slat Arad* Deg FJC 11/13/06 OF W FJC 124/06 Thief,: Coe FJC 9///05 Rotors itsKiikeve 8 CHANGE NOTES 3 & 7. ADD NOTE 9. ADD GLASS r(F 70 NOTE 1. GLAZING OPTIONS A ADD FTL- 4723 70 NOTE 7. *abler J.J. tkex 2/73/07 1070 TECHNOLOGY ERNE NOKOMS. FL34275 PO.81 (1529 NOK0f&8. FL 34274 PST TJLsT* Barter GENERAL NOTES 1c ALUM. SINGLE HUNG WINDOW, IMPACT �1 d 11 4040 -20 I B NOA DRAWING MAP SHEET GENERAL NOTES ...... »...» 1 GLAZING DETAILS............ 2 DESIGN PRESSURES....... 3 4 VERT. SECTIONS .... 5 HORIZ. SECTIONS 5 PARTS UST„ »... „. „ «» „ EXTRUSIONS.. .... ... „..._.._ 7 CORNER DETAIL.__... . 7 ANCHORAGE. ... „..»„. 8-11 p/ ` � / Robert L. 0a,k. P.E. PE 539712 5144 333431 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) ••e • • PE 5/18' I CONN^ISIING OR(2) LITES OF 18” :B. 018'1;411 GONGISTIN@ F (1) t5F 1/91 • MAXIMUM PVB I YES. • • • • •C • .•• • • • . •• • • • • • •• •• • •• • • • • • • • • • • • • • • ••• • . • • .•• • al © r (36,87,88 or 92 13/16" LAMI IG GLASS W/ 5/16" LAMI tt 1/8' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8' ANNEALED OR HEAT STRENGTHENED GLASS 8/18" NOM. 5/16" LAMINATED GLASS 1/2" NOM. GLASS BITE 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 8/18' LAMINATED AIR SPACE 1/8" ANNEALED OR HEAT STRENGTHENED GLASS® 13/18' NOM. 3/18• ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/18' ANNEALED OR HEAT STRENGTHENED GLASS 7/18' LAMINATED 7/16" LAMINATED GLASS 1/2' NOM. GLASS BITE + 3/18' ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 3/18' ANNEALED OR HEAT STRENGTHENED GLASS - 7/18" LAMINATED AIR SPACE 1/8' HEAT STRENGTHENED GLASS 13118" NOM. 13/16' LAMI IG GLASS W/ 7/16" LAMI A NOTE: LAMI IG OUTBOARD UTES MAY BE UPGRADED TO 3H8 WITH NO CHANGE IN DESIGN PRESSURE. C ] EXTERIOR INTERIOR [ (ALL SECTIONS) PK DUCT REVMSE= Compbiq wl• Ne Florida Ridding Code Amount No EtpLnatlo.041 M a1 Div • .OG ,201/ F FX s,s F.K Deer 11/1385 Mc 1/2468 aft S/1/D8 . • • novlasar Nwi+anc A fiid6p J.J. ADD ITEM 92 TO E/1S LAMII.G. GLASS (A,A.A) 8 LAMI 10 NOTE NO CHANGE THIS SHEET 22387 19761E01 40LOGY DRIVE NOKOMIS. FL94276 P.O. BQX 162G NOKOMIS, FL34274 PST T/islb/j' Betray GLAZING DETAILS ALUM. SINGLE HUNG WINDOW, IMPACT ego° Full Sbeet 2 Amite"" 1 4040.20 Robei L Cla,k, P.E. PE 839712 Structure( 111 F 3 Gg1 OR I►ITBGIWE FIN 14INDOWS W/ HIGH SILL OPTION BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WIDTH • • 4 $ • • KA. • 82" • • 531/8" UP TO 631/8' WIDTH GLASS TYPE 38 3/8" GLASS TYPES: A. 5/18" LAMI - (1/6"A,.090,1/8"A) B. 5/18° LAMI - (1 /8"A,.090,1 /8 "HS) C. 5/1 D. 7/18" LAMI - (3116"A,.090, 3/16"A) n°max AwM81r. FJG Raw* FJG Omar FJG • • • •• • • . •. • .• • • • . • • • • • • • • • • • 0 • • • • • ••• : • • D•e • Dale 11/13.86 D••t 1/24,08 ors S/1/05 ya• •A,B,M•Lt • • A,11),M • �,M • A,B,M A C,D,E,F Rwirkni lMr6,c 8 • •� 63" • • +(lo.o +0.D $Olp +80.0 +80.0 -80.0 0 0 +80.0 +80.0 +80.0 +80.0 80.0 66" F. 7/18" LAMI - (3/16"HS,.090, 3118°HS) G. 13/18" LAMI Ki - 1/8"18, AIR SPACE, 5/18" LAMI - (1/8 "A,.090,1/8"A) Maims A ADDFTL -472? 70 GLASS TYPES A AM7 a *Wad Br tka. J.J. 2/2307 -80.0 -80.0 -80.0 -80.0 -80.0 +80.0 +80.0 +80.0 +79.8 +80.0 L 13/18" LAMI IG - 1 /8"HS, AIR SPACE, 5/16° LAMI - (1/8"HS,.090,1/8°HS) J. 13/18° LAMI 1G - 1 /8°HS, AIR SPACE, 7/18" LAMI - (3/16"A,.090, 3/18°A) K. 13/18° LAMI 1G - 1 /8"HS, AIR SPACE. 7/16° LAMI - (3/16°A,.090, 3/16"HS) L 13/18" LAMI 10 - 1/8"14S, AIR SPACE, 7/18" LAMI - (3/16"HS,.090, 3/18°18) M. 13/16° LAMI I0 - 1/8"A, AIR SPACE. 5/18° LAMI - (1 /8"A,.09D, 1 /8"A)A 68" -80.0 -80.0 -80.0 -79.8 -80.0 UPDATE TO ASV E 1300-02 REMOVESTDVIEW SASH HTREF. TABLE2 REW$E0 CUSTOM FORMAT DPB. ADD INT. FIN. UPDATE TESTNOS WINDOW HEIGHT +80.0 +80.0 +80.0 +78.2 +80.0 70" -80.0 -80.0 -80.0 -78.2 -80.0 F11 -4645 F11,4645 H. 13/18" LAMI 10 - 1 /8 "HS, AIR SPACE, 5/18° LAMI - (1/8"A,.090,1/8118) F11.-4646 FTL-4648 070TECHNOLOGY DRWE NO10O488, FL 34278 PA. &pt1823 NOKOMIS, FL34274 +80.0 +80.0 +78.8 +78.9 +80.0 72" FIL -4846, 4723 F1L -4849, 4850 FTL- 4849, 4850 FM -5083 -80.0 -80.0 -78.8 78.9 -80.0 • • • • • " . • • •• STANQARD VOW &•IAA[DU4 T P L NGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION BASE6 pJ4 jGIED'WINDOVII Tip T -iIP FRAME DIMENSIONS WINDOW HEIGHT TEST REPORTS F11,4647, 4848, 4723, 4857 FTL- 4647, 4848 FT1 -4647, 4648 F1L-4845, 4885 FTL-4849, 4850, 4958 74" +80.0 -80.0 + B0.0 -80.0 +77.3 -77.3 +76.4 75.4 +80.0 -80.0 GT VWb1Y Baser nk SH700 TABLE 1. +80.0 79.0 +75.9 +74.0 +80.0 78" -80.0 -79.0 -75.9 -74.0 -80.0 48" 50" A,B,MA +80.0 -80.0 A,B,MA +80.0 -80.0 52" A,B,MAs, +80.0 -80.0 631/8" A,B.M® +80.0 -80.0 UP TO 531/8" C,D,E,F,G,H,t,J,K,L +80.0 -80.0 44° +80.0 +80.0 +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 -80.0 50 6/8" +80.0 +80.0 +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 -80.0 63° +80.0 +79.9 +78.9 +75.0 +80.0 -80.0 -79.9 78.9 -75.0 -80.0 72" +70.0 +70.0 +70.0 +88.0 +70.0 -70.0 -70.0 -70.0 -88.0 -70.0 74^ +70.0 +70.0 +88.8 +66.7 +70.0 -70.0 -70.0 -88.8 -86.7 70.0 TABLE 2. 78" +70.0 +70.0 +87.8 +65.5 +70.0 70.o -70.0 -87.8 -65.5 -70.0 CUSTOM V EW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS TABLE 3 WIDTH 53118" GLASS TYPE D,E,F,J,K,L WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. W/ SASH • 76" FLANGED AND 75" INTEGRAL FIN) 171/8" I 2211/16" I 28 3/16" 00 -80.0 +8 0.0 1 X0 .0 +g0 -80 + . .0 33 314" 1 38 8/18" 00 1 -80. .0 +700 ( -70 +g . -70.0 4413/16" +70.0 1 -70.0 50 3/8" 55 15/16" +70.0 1 -70.0 l +70.0 1_-70.0 TABLE 4. DESIGN PRESSURES NTS I 3 • 11 RES USE THE ABOVE TABLES BY DEDUCTING? FROM THE FLANGED TIP - TO-TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5/8" MINIMUM TO 38" MAXIMUM.A, "0" MEETING RAIL ' O " MEETING RAIL ° SH OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN ALUM. SINGLE HUNG WINDOW, IMPACT 4040 -20 I /0 . 7 Robert L gait. P.E. PE039712 Structural VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE LOW SILL HIGH SILL A 341/2" 34 3/16" B 41 5/8" 411/4" C 41 1/4" 40 7/8" D 52 5/8" 52 11/16° E 52 1/4" 52 5/16" SASH LOW HIGH DETAIL SILL SILL A 341/2" 34 3/16" B 277/16" 271/8" C 27 7/16° 271/8" D 16 3/8" 153/4" E 16 3/8" 15 3/4" TABLE 5. ••• • • • ••• • • • •• •• • • • •• •• • • • • • • • • • • ••• • • •• • • • ••• I • SEE DLO TABLE • •• • • • •• • 'TABLE (MAX) SEE DLO TABLE 481/4" MAX, VENT DLO (ALL) DETAIL A 1/1 B -+- DETAIL D VIEW (CUSTOM SASH) FLANGED WIDTH WIDTH 76" FLANGED HEIGHT A E DLO BLE 0 DETAIL B VIEW (STANDARD SASH) DETAIL E RADIUS TOP (CUSTOM SASH) SEE NO 4 NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT, 75" MAX I.F. HEI HT SEE DLO TABLE 76" MAX FLANGED HEI HT SEE DLO TABLE DETAIL C RADIUS TOP (STANDARD SASH) SL NO E4 75" MAX I.F. HEI HT MAX FLANGED HEI HT .C' 2611 //A • • • • • • • Rower: J C newer FJC Ode 11/1303 1/24/78 'N8 • Itedearc Awiskac A anri.re, JJ. ADD IN1EGRAL FPI (LF.)VERSION, CHO. NOTE & ADD NOTE 4. NO CHANGE THIS SHEET 112367 10701E HNOLO•Y ORV8 NOKOMIS, PL 3405 P.O. KIX 1520 NOKOMIS. F1.34274 PcT vv 0-h Berm! ELEVATIONS Tee ALUM. SINGLE HUNG WINDOW, IMPACT SH700 ITITS 4 d 11 I 4040-20 1 4/7 Robed L Clark, P.E. PE 438712 Structural •• • • • • ••• • • • ••• • • • •• •• • • • •• •• • • • • • • • • • • • . • • ••• • • • • • • • • • 4. ••• • • • • • • a • • • • MAX. HEIGHT ••• • • • 0 • • • • • 7,80R17 2. HIGH SI LL Rim Aiaam LOW SILL, MAX. FIXED UTE DAYLIGHT OPENING MAX. WIDTH SECTION A -A INTEGRAL FIN (I.F.) FRAME SECTIONS A 2. 0 LOW OUTSIDE •••��,d• • •wW• • *FIXED • • Lae • • 4 YQGIV OPENING Rod Ilyt FJC awdap FJC FJC • • 111.74' OUTSIDE MAX. VENT DAYLIGHT OPENING DEW N 11 /13108 bag 1124'06 BATS • 7mws B lanoWN A T.ddar. J.J. SECTION B -B (LOW SILL SHOWN) INSIDE ULTRAUFT ONLY /OUTSIDE 2.330' (LOW SILL) SEE NOTE ABOVE ADD IF. SECTIONS d CONSOIJDAWE BILL. COMPONENTS NO CHANGE THIS SHEET 1 HIGH SILL NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS; (1) 6' FROM EACH SIDE OF SASH. INSIDE MAX. VENT DAYLIGHT OPENING ALTERNATE HIGH SILL 1070 THdWOLOGYDRNE NO1 OI8$. FL 31276 P.O.BQX 1828 NOKOMM FL 54V4 i!cT Visibly Batas • 2.940' (HIGH SILL) ULTRAUFT ONLY HEAD WoRAW4 t s SH766 I Half Iamb 5 a 11 JAMB INSIDE\ 2 AIF. FRAME q I OUTSIDE LI- 0 o .,,Ill 0 0 OUTSID SECTION C-C RADIUS TOP (HEAD DETAIL - FLANGED VERSION) SECTIONS Ire ALUM. SINGLE HUNG WINDOW, IMPACT oarvs. aw: 404020 8 NOTE: BALANCE PARTS USED A BASED ON SASH WEIGHT 9,10,11,15,1 2.710' PRODUCT REVISED ...pain salt • e PI•Ad• Uu1dh%Cod Ampmma No Wqrae By 2011 // A/6 Robert L Mk P.E. PE 938712 Structural •• • • • • ••! • • • ••• • • • •• •• • e • •• •• • • • • • • • • • • • • • ••• • • • • • • FrCm • DWG.B 1 2 21 4054C FIXED MEETING RAIL 3 • 4003C FLANr•E FRAIVE44. F (LOW SILL) 5; 1621; ADFVSIIE OPER CELLCOAAI PAD 6 • 4004 • FLANGE FR J ; Ji 8 9 • • 10 1080 BALANCE COVER, 3/8" OR 5/8" 41 • • Y gO II. • 12 •: • EESKRlOMBRACKET H'10PIUbE; 15 " " #8X1 PHILIP'S FLAT MEAD S. STL 17 4053 SASH STOP COVER s i 3 1085/106 16 1080 -1 BALANCE COVER,11/16" 18 4029 -1 SASH BRACKET 19 #8 -32 X 1/2° LG. PH. FH. TYPE F S. STL 23 4008C SASH TOP RAIL 25 1235 WSTP ° .170 X 270 BACK FIN SEAL 26 1096 SWEEP LATCH 1016 #8 X.625 PH. FL. SMS 27 28 30 31 34 35 36 37 38 41 42 • • • • 060 • DESCRIPTION 4002A FLANGE FRAME HEAD 1155 #8 X 1 .000 QUAD PN. SUS 4021 • ' - ESOP • • • • 4025 SASH STOP (EGRESS) 1125 LONG 4029 SPIRAL BALANCE, 3/8 ", 5/8", OR 11/16° 4007 SASH BOTTOM RAIL (LOW SILL) 1226 WSTP., BULB VINYL 4008 SASH SIDE RAIL 1268 SASH FACE GUIDE 1622 LAM SETTING BLOCK 3/32° X25/64" X 1° 1052 LAMI IG SETTING BLOCK 1 °X3/4 °X1/16" 1224 VINYL GLAZ. BEAD BULB (THICK) 1225 VINYL GLAZ BEAD BULB (THIN) 40398 GLAZING BEAD, 5/16 LAM GLASS. 4044B GLAZING BEAD, 5/16 LAM W/GRILL KIT 44 4222A GLAZING BEAD, 7/16° LAM 52 4009 45 985C GLAZING BEAD, 7/16" LAM W/GRILL KIT 46 4087 GLAZING BEAD, 13/16° LAM I.G. 47 4071A FRAME, I.F. HEAD 48 4072A 49 4073A 50 40748 53 1088 54 2740 55 1014 56 1630 58 1073 57 1631 59 1624 arc 11/13146 _24106 81/65 FRAME, I.F. LOW SILL FRAME, I.F. HIGH SILL FRAME, I.F. JAMB SILL LATCH (EGRESS) (LOW SILL) SPRING. SILL LATCH (EGRESS) SILL LATCH (EGRESS) (HIGH SILL) SCREEN FRAME (HOR. 8 VER.) SCREEN CORNER KEY WRINGS SCREEN CORNER KEY W/OUT RINGS SCREEN SPRING SCREEN SPLINE -.135 DIA FOAM Rama= ws ADD LF. FRAME ITEMS 47 48, 48 AND 50. UPGRADE Mal 21. 6 ADD ITEM 92. CHO. DESCRIPTION A NO CHANGE THIS SHIEST arses% o,ee JJ. 2/23V7 I PGT# 612225 781PQA 612226 7PAD1626 812227 612244 612244 6BALCVR916 7834AA 7BALTBKT 42504 78X1FPAX 6BALCVR870 64053 7ULBRKT 7832X12FPFX 64054C 64006 67S16G 71098 7858 812230 81P249 612231 42501 71822K 71052K 6TP247WK 6TP248K 840398 844703 64222 8985 64067 64071. 64072 64073 84074 764009 7SPRNG 62740 61014 71830 71631 7CASP 81624K 1070 TECHNOLOGY MOVE NOKOWS, FL94275 P.O. MA 1979 N010p 88.8.34274 ITEM 60 81 63 64 67 68 69 70 80 81 82 83 84 85 86 87 88 89 90 91 92 DWG# 1635 505 1181 4051A 4050A DESCRIPTION SCREEN SPLINE -.135 DIA HARD SCREEN CLOTH GLAZING CHANNEL (.688 X.500) #6 X 1.000 PH. BUGLE TEK GLAZING TAPE, 1/16 X 12 - 7/18 CAM SASH BOTTOM RAIL (HIGH SILL) FLANGE FRAME SILL (HIGH SILL) SILICONE, DOW 899, 995 OR EQUIV. PGT# 61635K 61818 8533402 708X1 62BV1510 64051 64050 A GLASS 5/18" LAM, (1/8 °A.090 PVB,1/8 A) B. GLASS, 5/16" LAM, (1/8 ".090 PVB,1/8"HS) C. GLASS, 5/16" LAM, (1/8"HS,090 PVB,1/8"HS) D. GLASS. 7/16° LAM, (1/8 ".090 PVB,1/8 W E. GLASS, 7/16° LAM, (1/8°A.090 PV8,1/81HS) F. GLASS, 7/16° LAM, (1/8"HS,.090 PVB,1/8"HS) G. GLASS. 13/18" LAMI IG: 1/8"HS, AIR SPACE, 5/18" LPMI, (1/8"A.090 PV8,1 /8 A) H. GLASS. 13/16" LAM 10;1/8"HS. AIR SPACE, 5/16" LAMI, (1 /8 "A.090 PV8,1/8"HS) L GLASS, 13/16° LANG IG: 1/814S, AIR SPACE, 5/16" LAM, (1/8°HS,.090 PV8,1/8"HS) J. GLASS, 13/16" LAM IG;1B°HS, AIR SPACE, 7/16° LAM, (3/16 "A.090 PVB,3/16) K. GLASS, 13/16" LAMI 16 : 1/8"HS, AIR SPACE, 7116" LAM, (3/16 ".090 PVB,3/16'HS) L GLASS, 13/16" LAM IG; 1/811S, AIR SPACE, 7/16" LAM, (3/16"H8,.080 PV8,3/181H8) M GUASS,13/16" LAM 1G;1/8 A AIR SPACE, 5/16° LAMI, (1/8 "A 090 PVB,1/8"A) 0 47 FRAME, I.F. HEAD ® #4071A, 8083 -T8 1 T VGibly Baemr FRAME, .F. LOW SILL #4072A, 6083-T6 FRAME, I.F. JAMB 4 9 FRAME, .F. HIGH SILL A #407413,6083-78 ® #4073" 608348 (USED AS RADIUS TOP HEAD) PARTS LIST ne° ALUM. SINGLE HUNG WINDOW, IMPACT Sedowlicsht 814700 , NTS I 8 d 11 I 4040 -20 1 PRODUCT REVISED as emptying wW eh Pl rlIM Aiae a_ i - 2 06 Dery .Tlj'f'4 2611 Robert L Claik, P.E. PE 939712 SWdural • • • • • • • • • • • • ••• • • • ••• • • • •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • Ir 2784- - s".I• • •• • • • • • • • • • 1.383 • • • • • i • • • - t - -1 --1. FJC FJC FLANGE FRAME HEAD • • °: #49 Q 3 -•8 • b • • • • • • • •• • • • • • .Za� • • —*-{ • •• • � • • • •• .082 O FLANGE FRAME JAMB #4004, 8083 -T5 (USED AS RADIUS TOP HEAD) .082 l Pam 11/13'08 124108 8HAos Haddam Aolbloae A J.J. ChelmiBte 2.710 21 FIXED MEETING RAIL #4054A,8083HD -T8® • • • • • • • • • .062 2 .946 3.446 0 FLANGE FRAME SILL (HIGH) #4050A, 6083-T6 23 2.830 3 FLANGE FRAME SILL (LOW) #40030,8083 -T6 n 0 , - O SASH STOP #4025, 8083-75 SASH TOP RAIL #4006C. 6063HS-T6 2.330 UPDATE FRAME CORNER ASSEMBLY TO INC.UDE LF: AND UPGRADE IWFM21 ALLOY. NO CHANGE THIS SHEET' s 68 SASH BOTTOM RAIL (HIGH) #4051A,8083 -T5 f+ -1 .738 040 17 SASH STOP COVER 44053, 6083-T5 1070 TECHNOLOGY DRIVE N0I0O108.FL34275 P.O. BQX 1520 NOKO608, FL3424 28 SASH BOTTOM RAIL(LOW ) #4007, -T5 LF. FRAME SEALANT OR GASKET AT HEAD AND SILL SEALANT ALONG ENTIRE JOINT RAMEA W 11li VIEW D -D VIEW E -E (1H & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION WELD ALONG SCREW BOSS (2) .062 31 SASH SIDE RAIL #4008,8083 -T5 .050 .878 1,098 -1 -. T GLAZING BEAD 7/16" #4222, 6083 -T5 1.1157 45 GLAZING BEAD, 7/16" #985C, 8083-75 (USED W! GRILL KIT) .678 1.0964-1—f 41 GLAZING BEAD, 5/16" #40398,6063 -T5 t.a96 — I.. - -'1 GLAZING BEAD, 5/16" #40448,6063 -T5 (USED W/ GRILL KIT) .050 .883 .050 GLAZING BEAD, 13/16" IG #4067,6083 -T5 EXTRUSIONS & FRAME CORNER DETAIL ALUM. SINGLE HUNG WINDOW, IMPACT SemfroeWfb 1H alf I7 •11 I � ` � ' 4040.20 B PRODUCT REVISED .• toosplybto wbb tbs SIAM EblrE01Cetk Aeeepte344 Ne oo Date Robert L an mak. P.E. PE 039712 Sbucturel L ilICAOR Q T J A A T I T I E S $ 1 5 R 6 1 I 1 FLANGED WINDOWS TABLE 6. ANCHORAG . ■ ' £ ' 4 - - 1 . ANCHOR ' S: 1 -1/4' ELCO TAPCONS . - -FLEX ® 3 - #12 SCREWS 2 ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS. HEAD - 181/2' MAX. FROM TOP CORNERS JAMBS - 171/2' MAX. FROM TOP CORNERS 15' MAX. FROM BOTTOM CORNERS 6' MAX. BELOW MTG. RAIL ® SILL. ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE2. , ' 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1'LESS, S. DESIGN PRESSURE LIMITATIONS: SUBSTRATE: WINDOW HEIGHT 28.603 � 34.603 40.603 46.603 52.603 58.603 64.603 76.000 AN F�TYPE :• ' �� O • 8,o,'_• a • • O !�i U• • • a z O U zen '- pp eJ U O a z p U zr� O e U O N z i O U z O U N O 3 a ' z � z c o 0 O O e3 U 0'30 O z , a O U O z 0 a O c N z O U zM - 0a0"0 U 3 z� z U O 0 WIDOW 4V1C►TH GLASS •-F11PE• 9 +1 C,D,E,F,G, H,I,J,K,L 1 1.2 1 1 1 1 11 1 1.2 1 11 1 1,2 1 22 . 1 1 2 1 2 1 1 22 2,2 1 2 :2 1 2 2 1 1 2:2 212 1 2:2 1 212 1 2,2 1 2 1 2 1 2 2 1 2 3 1 2.2 1 3,3 •• • • • • • • • ae • • • • • • 1 • 1 •• : V _ i 1 •T 1.1 1 • 1.2 1 111 1 1 •2 1 2 2 1 1 2 1 2' 2 1 1 2.2 2:2 1 2;2 1 2 2 1 1 2 2 2:2 1 2.2 1 2.2 1 2', 2 1 2:2 1 2 2 1 2.2 1 2 3 1 2 2 1 3 ; 3 •• ••• • 24.000 GD " ' • •1 i H,I,J,K,L 1 2 • 1 1 ••• 1: 1 1.2 1 1.2 1 1 1 2.2 1 1 2 1 2.2 1 1 2:2 2 2 1 2:2 1 2;2 1 1 2 2;2 1 2 1 2 :2 1 2 2 1 2'3 1 2 ;2 1 2;3 1 3 3 1 2 1 3 3 A,B,M 1 1 2 1 1 1 1 1 2 1 1 2 1 1 2 1 112 1 2.2 1 1,2 1 2.2 1 1 2 2 2 2 1 2 1 2:2 1 1 2;2 2.2 1 2 3 1 2.2 1 22 1 .. _ 1 1 1 3 1 2 1 3.3 32.000 C,D,E,F,G, H,I,J,K,L 1 1 1;2 1;2 1 2 2 1 2 3 1 1 2 1 2.2 1 ' • 2 3 1 1.2 1 2 3 1 1 2 3 2;2 1 2.3 1 213 1 1 2.2 2 1 3 2 3; 3 1 2' 2 1 3 ' 2 4 1 3 3 1 414 SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A OF MAXIMUM OR HOWN IN BOLD. OTHERWISE, T A B,M 1 1 1' 2 1 2 1 2 2 1 2 3 1 1 2 1 2 2 1 2' 3 1 1 2 1 2: 3 1 1 2 3 2 2 1 2 3 1 2 3 1 1 2 2 2; 3 1 313 1 2 2 3 1 3 4 1 3, 2 1 3 3 1 3 4 1 3 3 1 4: 4 37.000 C,D,E,F,G, H,I,J,K,L 1 1 2,2 1, 2 1 2 2 1 2 3 1 1.2 1 2.3 2 2 3 1 2 2 1 2 3 2 1 2 3 2'. 2 2 2:3 2 2 3 1 2 2.3 2.3 2 3 4 1 2 3 2 3,3 2 3 4 1 3 3 2 3 4 2 3 5 1 3 2 4 4 MAXIMUM DESIGN R SIZE THE AND GLASS TYPE IS AVAILABLE. TABLE KEY: A,B,M 1 1 2 • 1 2 1 2 2 1 2;3 1 1 2 1 2 3 2 2 1 2 2 1 2 3 2 1 2 3 2 2 2 2 3 2 2 1 2 2 2:3 2 3 :4 1 2'3 2 3 2 3.4 1 3 3 2 3•4 2 3 5 1 3 3 2 4 4 40.000 PSF 79 C,D,E,F,G, H,I,J,K,L 2 2 212 1 2 2 2 2 2 2 3 2 2.2 2 2 3 2 2 3 2 2 2 2 2.3 2 2 3 2 2 3 2 2 3 2 2 4 2 2 3 2 3.3 2 3 4 2 2 3 2 2 3. 3 5 2 3 3 2 3 4 2 5 2 3 2 4 4 AB ,M 2 2 212 1 2 2 2 2 2 2;3 2 2.2 2 2'3 2 23 2 2 2 2 2;3 2 2.3 2 2 :3 2 23 2 2.4 2 2 3 2 3 :3 2 3.4 2 2 3 2 314 3 5 2 3;3 2 2 3 4 4.5 2 3 3 2 4 4 44.000 PSF 79 C,D,E,F,G, H,I,J,K,L 2 2 2 2 21222222;322232:32231 2 2 2 2 2 32423333 2 2 2 2 `4233:334233,4353.3344:5344 2 3:4 2 2 2 3 2 2 3 2 2 2 2 34 2 2 2 2 2 2 3 4 2 2 4 5°B• MAX PSF (DP LIMRED) HEAD 1 18 2 .0 ow «y b lb' Piled, • - ■ f . , 0L ¢ a•eL ABM 2 2 2 2.2 2 2 2,2 2 3 2 2 2 2 2 2 2 3 2 2,2 2 33 2 2 4 2 2.3 2 3 3 2 3.4 2 2 3 2 3.5 2 3,3 2 2 3:4 4 JAMB ABOVE 213 NR�,RAIL 48.000 PS 79 79 C,D,E,F,G, HJ,J.K,L 2 2 212 212 2 2 - 2 Ti 2 2 2;2 2 2.3 2 3;4 2 2'3 2 33'34 2 2 2:3 2 3 4 2 3.4 2 2,3 2 3 4 2 315 2 313 2 3:4 3 3;5 2 3 2 3 4.5 4.6 2 3 4 2 5j5 JAMB BELO MTG. RAIL • !_-,. ''- .., ` � I) A" 2 2 212 2;2 2 2 2 2 21 2 2 ,2 2 2 • 3 2 3 1 4 2 • 2 : 3 2 3:3 2 • 3. 4 2 • 2 3 2 3:4 2 3 .4 2 1 2 2 3 ;4 2 • 3 ; 5 2 3'. 2 3 14 3 3 5 2 3:3 2 3 4' 5 • 4 6 2 3;4 2 55 (FULL DP) 53.125 ■ PSF 72 79 79 ' HEAD JAMB ABOVE 2 2, 3 C,D,E,F,G, H,I,J,K,L 2 2 2 � 2 2 2 2 2 2 212 2 2'3 2 3 4 2 2.3 2 3 4 2 2 3:4 23 2 3:4 3 1 3:4 2 313 2 314 3 3.5 2 3,3 2 4.4 3 4;6 2 3;4 3 3 4 5 4.8 2 34 3 56 212 213 MTG. RAIL JAMB BELOW A B.M 2 2 212,2 2 2 2 2 212 2 213 2 3:4 2 2 2 3.4 2 2 3 4 2 3 2 3;4 3 314 2 313 2 3:4,3 3 5 2 3:3 2 4:4 3 4;5 2 3;3 2 3 4:5 4 6 2 3 :4 3 4;5 212 213 MTG. RAIL 7/ls-- #71 RtsbeRLCXeuk PE Struetune tfewl Br NW ANCHORAGE SPACING, 1/1 WINDOWS . RN RIG • FX NW 1111308 a r2 7/2Btd6 wohbw B ,sue a y J.J. DRAGE TABLE AND NOTES. ADD OP MAX WHERE ANCHOR Q7Y lSRESTRIC7EDBY8IZE Mc WOETMSSHEET 223/07 1 1a+o1ECHNoLoGYDRIvE NOI8,FL94278 RaBQX 1878 ALUM. SINGLE HUNG WINDOW, IMPACT NOKOMIS, FLUE/4 Visibly �roaeoat SH7a0 sm.. NTS rde 8 a 11 m,q,w I 4040 -20 y� B • • • 4 • • • • • ••• • • • • •• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • ••• • • • •• •• • • • • •• •' • • • • • • • • • • • • ••• • • • • • • A1IC?1OR CAJAt4TIYMPOI;STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLES, WINDOW HEIGHT 37.155 44.655 52.155 59.655 SUBSTRATE • 29.655 W GLASS HOON *warm •i1�E• • 6i .0 C,D,E,F,G, 1 H,I,J,K,L 1 1 • 19,1i5 • • • • • •• ••• 24.000 32000 37.000 PSF 45 74 51 74 79 79 40.000 C,D,E,F,G, 2 48.000 H,I,J,K,L 1 1 2 2 2 2 2 2 '111 111 212 2'2 2233 44.000 C,D,E,F,G, 2 2 2 2 2 2 3 53.125 H.LJ,K,L 1 11 111 111 212 2;2 212 313 2 2 2_ 3_ 212 2.2 212 313 A ' B ' M 1T1 1 1 aw•: Dew FJC 11/13106 a.waex o.� FJC 124/06 Downs afr Dar FJC 729108 • • 1 • 1• • A . • • 4' 1.1.1 � 4 • •*• P F •� • t,D1=,F,G! 1 • t _ H,LJ,K,L 1 i 1 1 A,B,M 1 1 1i X 1! 1 PSF 68 C,D,E,F,G, 1 H,I,J,K,L 111 A,B,M 1 111 PSF 59 C,D,E,F,G, 1 1 H,I,J,K,L 7T 1 1 1 A,B,M 1 111 PSF 54 C,D,E,F,G, 2 H,I,J,K,L 111 A,B,M 2 1 11 AB,M 1 1 1x1 PSF 41 67 46 R S ..b Churkalkr 1 11 1 1.1 1'1 1 11 79 2 111 2 1T1 79 0 0. 1 1:1 2 2 1 1 1 'P 1 2 2 .1. 11.1 i 1 1 1 2 2 1_ 1 111 2 1i 1 62 _ 2 111 2 � J 56 L g 2.2 U N o Z U 1 2: 1 1 2.1 11 1.1 77 2 2 U 1 2'2 1 2.2 '2'2 1 2 2 1 2;2 _1 1 1 1 111 22222;2 87 79 PSF 49 C,D,E,F,G, 2 2 2 H,IJ,K,L 1T1 111 .g'M 111 171 1x1 112 2 :2 2 1 2 `2 2 2 2 2 2,22221233 1 2 _ 1 - 11 - 1 2 1 212 2'2 2'2 22 79 2 2 2 212222,2 2 2 2 21 2.2 2.2 2 2 _2 2 2x2 2.2213 -3 76 79 67 REVISE ANCHORAGE TABLE AND NOTES. O N Oa - ON O N o O O N NOP0 1 1 1 1 1 2:2 2:1 2,2 22 2'2 1 1 1 2 1 2:2 1 212 1 1 1 1 1 1 1 1 1 212 2 2 212 2 2 2.2 2 2 2.2 2 2 3 2 1 1 1 1 1 1 1 1 1 2.2 2,2 2.2 2 2 2;2 2•2 2'2.212 3 23 2;2 1 2 2.2 3;3 ;2 1 1 2 3-3 3,3 1 1 3'2 3,3 1 1 1 2 1 1 2 1 1 2 2:2 2'2 3:3 2 2 3'3 3,3 3 2 3 2 2:3 2 23 2 2.3 2 2.3 2 313 21 1 22 22 22 2 2'2 79 79 2 2`• 2 22 2 2 2 2;2 2 3'3 2 3,3 2 2: 3 2 33 1 1 2;2 2.2 2 2 2 3 3;3 2 2 3333 2 2 3333 2 2 333;4 2 2 31 3 3 2 2 313 3 :4 2 2 3,3 314 2 3 3'34`4 2 3 313 414 dE 8 ADD DP MAX wNERB ANCHOR CITY IS RESTRICTED BYSZZE A NO CHANGE THIS SHEET 1 1 1 1 1 2,2 212 212 2:2 2 :2 1 2 :2 22 2 2:2 2 2,2 2 2.3 2 213 2 313 2 3 :3 2 3'3 2 3,3 2 1 2 33133 2 2 3333 212 3.314.3 21 2 3'31;4 3 2 2 313 4 :4 21.2 3:31 :4 2 1 3 3'•.314;4 2 1 3 3 :314 ;4 3 1 3 4 414.4 313 4;414 1 33 1 33 2 313 2 3:3 2 33 2 3 2 33 2 3;3 2 3:3 2 3.3 1070 TECHNOLOGY DRIVE NOKOFIS, FL 34278 P.O.8gX1828 NOKOMIS, FL 347/4 2 43 2 43 2 43 2 43 2 4:3 2 413 2 4;4 2 4.4 3 4 ;4 3 4 67.155 74.655 N 0 OniO O`O 5 0 0 0 1 2 2'2 1 1 2 3'2 22 1 312 1 1 1 1 1 1 212 212 2 2 3 2 2 3.2 1 1 1 1 3/2223232 1 2 1 3:2 1 1 1 1 1 1 322 :22:23'2 1 3:3 1 22 1 1 1 3'34332 1 4 3 1 1 1 1 1 1 332'23;3433243 2 3 3 2 33 2 33 2 3:3 2 4',4 2 4.4 2 4;4 2 4;4 3 44 3 4;4 1 3 3'2 2 33 2 3:3 2 3:3 2 313 2 313 2 313 2 3 :3 2 33 Pc�T Vv�ay ate. 2 33 2 43 2 2 3 4 3 2 2 4 3 4 2 2 4 :3 4,4 2 2 4 3 4:4 2 2 4 3 4;4 2 3 4,4 4;4 2 3 4 :4 4:4 3 3 4 :4 5 2 3 4.4 5.4 1 32 1 32 2 3,3 2 3;3 33 2 33 2 4'3 2 4 3 2 4 2 4 :3 43 SIOSO 2 43 2 4 3 2 4,3 2 43 2 4.3 2 514 2 514 3 5 4 3 5,4 78.000 )O Z Z NQN 32 2 1 3 1 1 1 3;2 2 2 32 1 3;2 2.2 3 1 1 1 322:23,2 4 3 1 3 43 1 1 1 4,3 3 2 4;3 2 4.4 2 4.4 2 44 2 44 2 4;4 2 44 3 4.4 3 4 4 3 55 3 5 3 32 2 3:3 2 3 ;3 2 3:3 2 33 2 43 2 43 2 53 2 53 2 5'4 2 5!4 2 4 3 2 43 2 4 3 2 4!3 2 5 2 514 3 5 :4 3 5 4 ANCHORAGE NOTES: ANCHORAGE SPACING, STANDARD VIEW ALUM. SINGLE HUNG WINDOW, IMPACT NTS 9 at 11 4040 -20 1. ANCHOR TYPES: 1 - 114" ELCO TAPCONS 2 -114' ELCO 564 CRETE -FLEX 3 - 812 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD -18 1/2' MAX. FROM TOP CORNERS JAMBS -17 1/2" MAX. FROM TOP CORNERS 15' MAX. FROM BOTTOM CORNERS 6' MAX. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED ®STALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. ® 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX PSF (DP UMFTED) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 117 3 (FULL DPI HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 2 2 2 e PE #38712 Structural ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT SUBSTRATE . 12.776 15.776 18.776 21.776 24.776 27.776 30.776 31.106 ANCHOR WIDE aoOM r £'Z ONOO ON00 000' E'Z i ONO3 ONOO aoc A E'Z ONOO Z ONOO GOON £'Z ONOO z OIVO3] t G e'z ONOO Z ONOO GOON £`Z ONOO ONO3 GOON E$ ONOO ONOO i OOOM Et ONOO ONOO WINDOW WIDTH 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 37.000 79 2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 40.000 74 21212 2 2 2 31213 31213 31313 41313 41314 41314 4 4 . 0 0 0 6 8 78 2 2 1 2 2 2 3 213 31313 4 1 313 41314 51314 51314 48.000 8 79 2 2 1 2 2 2 3 2 1 3 4 1 3 1 3 4 1 3 1 4 4 1 3 1 4 5 1 3 1 4 5 1 3 1 4 53.125 2 5 2 2 72 2 1 2 2 3 1 3 4 1 3 1 4 4 1 3 1 4 5 1 3 1 4 51 3 1 5 5 1 3 1 5 • • • • • • ••• • • • • • • • • • • • • ••• • • • • ANCHOR QU MEE RAIL (HEAD & JAMBS), CUSTOM FLANGED WINDOW HT MINUS SASH HEIGHT TABLE 7. SUBSTRATE: ANC RTYP WI DOIM GIWSS WItYTH TYPE, ••• 19.125 • 24. • • 32.00 %: • • ••• 37.000 40.000 44.000 48000 53.125 KL D41:,F7,1, • •PSIF K,L PSF D,E,F,J, KL PSF D,E.E.J, KL PSF D,E,F,J, KL PSF D.E,F,J, K WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. 7.125 22.688 44•0 N Z •1• •1 1 1 1. 1. • •1 I • . i i • 1• •1 • 2 • • • • • •• 1 1 79 79 2 79 78 71 � 1 2 1 1 •1 • .2 2 2 78 79 79 70 79 79 03 71 2 2 2 2 1 1 • U N 41Z • 2 1 2 1 2 2 2 79 2 2 1 2 2 2 79 z 0 1 2 1 2 2 79 2 2 79 2 2 77 2 2 71 84 28211 0 N§ 1 2 1 2 2 3 2 3 79 2 3 79 74 0 N Z 0 1 2 1 2 2 3 3 2 ' z 8 1 2 1 3 2 3 79 79 73 2 3 88 2 3 33.754 0 Np 1 2 1 2 2 3 0 N Z 0 0 1 2 1 2 Z 0 0 1 2 3 1 3 2 3 2 4 3 4 77 3 4 1 3 2 4 2 4 2 4 79 2 4 78 2 4 69 39298 0 rip N 1 2 1 3 2. 3 2 4 2 4 2 5 3 5 0 N Z 0 0 1 2 1 2 1 2 2 3 2 4 2 4 z 0 1 3 3 2 4 2 5 2 5 3 5 44.839 1 3 1 4 2 4 2 4 3 5 3 6 0 N z 0 1 2 1 2 1 3 2 3 2 3 2 4 2 5 0 Z 1 3 1 4 2 4 2 5 69 3 6 FIG" 50.382 " N 1 3 1 3 1 4 2 4 2 5 3 6 N V 1 2 1 3 1 . 4 2 4 2 4 z 1 3 1 3 2 5 2 5 2 3 7 4411700 55.925 1.) 1 3 1 3 3 6 3 6 SoBle NTS 0 N Z 0 1 3 1 3 1 4 2 4 2 5 2 5 0 —z 0 0 1 3 1 4 1 5 2 5 2 6 2 6 3 7 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4' 01.00 TAPCONS 2 - 1/4° ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING ® DIMENSIONS: HEAD - 181/2" MAX. FROM CORNERS JAMBS - 17 1/2" MAX. FROM TOP CORNERS 11 1/2' MAX ABOVE THE MEETING RAIL 8' MAX BELOW MTG. RAIL 15' MAX. FROM BOTTOM CORNERS SILL -ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM ® VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW L � WINDOWS ARE 12 5/8" MIN. TO 38' MAX. 5. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1' LESS. 6. DESIGN PRESSURE UMITATIONS: ® SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM. INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE. THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. ® TABLE 7. KEY: MAX PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL (FULL DP) HEAD JAMB ABOVE MTG. RAIL (FULL DP) JANI3 BELOW MTG. RAIL 112 2 2 2 4 ® TABLE 8. KEY: MAX PSF (DP LIMITED) JAMB BELOW MTG. RAIL 112 2 2 ANCHORAGE SPACING, CUSTOM VIEW ALUM. SINGLE HUNG WINDOW, IMPACT 10 0 11 la"• 4040-20 � 7 L dark, P E PE 039712 Structural /7/1A. • • • •• • • • • • • • • • • • • • a4. ., , oda rc�► 1/4' MAX SHIM �IIIII�V.� CONCRETE ANCHOR, FH BELOW MEETING RAIL (SEE NOTE 1 & 3)® 3.35 KSI MIN. CONCRETE OR 1.5 KSI MIN. CMU A 1x BUCK OPTIONAL WITH SOUD CONCRETE SUBSTRATE (SEE NOTE 4)® DETAIL C TYPICAL FLANGED JAMB AN • • • • • • • Road Bp Dale meals .13? DIA. MIN. x212 "NAIL, AT CORNERS AND 5" O.C. ren"aep Dee wa.wr F.K 11/13418 8 twaBR wx Raft= FK 1240B A bran OF Doke avecladt ∎ FK 9HA78 J.J. • ••• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • DETAIL F, (HEAD) 1/4" j MAX SHIM ADD NOT E8RE FLATHEAD ANCHORS. Dete 2/2 i07 EXTERIOR INTERIOR HEAD AND SILL DETAIL ) 2x WOOD BUCK ®(SEE NOTE 4) N® -FLEX OOD FRAME DETAIL El CHORAGE 1/4' MAX. SHIM RAGE WOOD ANCHOR (SEE NOTE 2 & 34s, 1 3/8" MIN. 1 3/8' 1/4' MAX SHIM 2x WOOD BUCK (SEE NOTE 4) DETAIL D .131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5' O.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE ADO tNTEGRAL FW ANCHORAGE, UPDATE REORDER NOTES. WO TEMP OI.O@YD1 ADD NOTES 7. UPDATE CONt RE EMBEDMENT D/M NOK0688, H.34278 P.O. BQX i82B NOICWAS, FL 94274 ® NOTES: 1. FOR CONCRETE APPUCATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4' ELCO TAPCONS OR 1/4' SS4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4'. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4' SS4 CRETE -FLEX 3. FLAT HEAD ANCHORS. WHERE REQUIRED. MUST HAVE #12 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOUD CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET. THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 6. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHAD. MEET THE REQUIREMENTS OF FBC CURRENT, EDITION, SECTION 2003.8.4 (SUPPLEMENT 2005). WOOD ANCHOR. FH BELOW MEETING RAIL (SEE NOTE 2 & 3) OOD FRAME PST, Visibly &eter INTERIOR (ALL JAMB DETAILS) EXTERIOR .131` DIA MIN. x2112 "NAIL, I !!!...V) V �! '.' AT CORNERS � AND S" O.C. DETAIL G, (SILL) ANCHORAGE DETAILS 1/4" MAX SHIM WOOD FRAME ALUM. SINGLE HUNG WINDOW, IMPACT SH7W Isteo NTS i1 11 Waft Oa 4040-20 P&ODUGTREVVIED t •iutt . fre#. Aeaplmt.IV• I . Fapit+tkmbote'1.W4 Ci 47 1.. Clerk, P.E. PE #30712 SWoamx • • • • MIAMI -DADS COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.aov/buildinacode PGT Industries, Inc. 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Co _._•�._s Humane PROVAL DOCUMENT: Drawing No.4127 -10, titled "Alum Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28 /2006 with the latest revision "C" dated 04/15/2007, prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and fQliowilg statement "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of'tbis i.TOA shall be considered after a renewal application has been filed and there has been nQ.ge in the a$plicable building code negatively affecting the performance of this product. TERM1NATIQK of this NOA will occur after the expiration date or if there has been a revision or change the,apteriali •seal and/or manufacture of the product or process. Misuse of this NOA as an endorsement of thy pinduct, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to totally witl; &Election of this NOA shall be cause for termination and removal of NOA. AD.VERTISF lI: The NOA number preceded by the words Miami -Dade County, Florida, and followed by tle xptration date may be displayed in advertising literature. If any portion of the NOA is displayed, then i .shall be done in its entirety. INSPECTION: Copy of this entire NQA shall be provided to the user by the manufacturer or its distrilutors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 06- 0405.06 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 Page 1 • • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "C" dated 04 /15/2007, prepared by POT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2)'Oniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6} Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 • •••• 4) Large Missile Impact Test per FBC, TAS 201 -94 • "• • • 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 • • • • • • • • • • 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 • • • • • • among with marked -up drawings and installation diagram of XOX aluminum • .. • l j ontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test %ape No. FM-4859, dated 03/08/2006, signed and sealed by Edmundo .' • • : espada, P.E. •• • • • • • (S`hb�itted under NOA# 06- 0405.06) • • • • • • . ...... .•.• • • • • to • •• 11- Manuel Per ' Product Control W r NOA No 07 -0: .09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 • • • • • • .' • • • PGT Industries, Inc. C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Engineering, dated 10/26/06, signed and sealed by Robert L. Clark, P.E. Complies with ASTME1300 -98 and 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CER'1 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB Interlayer" dated 01/05/2006, expiring on 12/11/2010. 2. Notice of Acceptance No. 03- 0421.01 issued to Solutia Inc. for their "Saflex HP a polyvinyl butryal interlayer for lamination of glass" dated 05/22/2003, expiring on 04/14/2008. F. STATEMENTS 1. Statement Ietter of compliance, and no financial interest, dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. 2. Laboratory compliance letter for Test Report No. FTL- 5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Laboratory compliance letter for Test Reports No.'s FTL- 4858 and 141' 4859, issued by Fenestration testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06 0405.06) G. OTHER ...1 • • •••• • • • • • •. . • • • • • • •. • .• . • • • • • • . • • • • • •••• Notice of Acceptance No. 06-0405.09, issued to PGT Industries, Inc. for their Series 'Alunt. Horizontal Roller Window, Impact approved on 12/21 /2006 and expiring on /2/2112011. .• • • •••• • • • • •. • • • • • • • • • •• NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F .2 Manuel Perez, Product Control Exa NOA No 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 ••• • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • e • • • • GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW • 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) • Ae6016' LAMI CONSISTING OF (t) LITESIOF•1/8' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. • • • • • • • • • B 16" LAMI egNSIS'fIVG OF () up CF 13' ANNEALED GLASS AND (1) LITE OF 1/8' HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE • • 6,400(IMUM FMB INiTEA AYER. • • C. 5/16' LAMI CONSISTING OF (2) LITES OF 118' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. • • 7'lS1g • I!N SI9TINGbFt2) CfMES OF 3/16' ANNEALED GLASS WITH AN :090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. y � , � Pa4NS18T 3IG OF (d) LITE OF 3/16' ANNEALED GLASS AND (1) LITE OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE M �•'Y • • 'Y' "UT Pj01111'I: RIJ e • • F.7118' LAMI CONSISTING OF (2) UTES OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 6.13119' LAMI 10: (1) LITE OF 1/6" OR 3/16' ANNEALED (MIN.) GLASS, 6/16' OR 318' AIR SPACE AND 5/16' LAMI CONSISTING OF (2) UTES OF 1/3" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/18' LAMI 10: (1) LITE OF 1/8' OR 3/16' ANNEALED (MIN.) GLASS, 5/16' OR 3/8' AIR SPACE AND 5/16' (AML CONSISTING OF (1) LITE OF 1/8' ANNEALED GLASS AND (1) LITE OF 118' HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. I.13/1 6' LAMI 10: (1) LITE OF 118' OR 3/16' ANNEALED (MIN.) GLASS, 5/18° OR 3/8' AIR SPACE AND 5/18' LAMI CONSISTING OF (2) LITES OF 1/8' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13118' LAMI 10: (1) LITE OF 1/8" OR 3/16' ANNEALED (MIN.) GLASS. 3/16° OR 1/4" AIR SPACE AND 7/16' LAMI CONSISTING OF (2) LITES OF 3/18' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K.1316' LAMI 10: (1) LITE OF 1/8' OR 3/18' ANNEALED (MIN.) GLASS, 3/16' OR 1/4' AIR SPACE AND 716' LAMI CONSISTING OF (1) UTE OF 3/18' ANNEALED GLASS AND (1) UTE OF 3/18' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. L.13/16' LAMI 10: (1) LITE OF 1/8' OR 3/16' ANNEALED (MIN.) GLASS, 3/16" OR 114" AIR SPACE AND 7/18' LAMI CONSISTING OF (2) UTES OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: M XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE )OAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE 6HEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 8, FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7. REFERENCES: TEST REPORTS FTL -4858, FTL -4859 AND FTL -5330. ELCO TEXTRON NOA. 04-0721.01.03-0225.05 ANSUAF&PA NDS -2005 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. CLIMEI�(j FJj�Tj7,ON;11(4()WING THE HIGH VELOCITY ® HURRICANE ZONE (HVHZ). i 1 `+ : ' .: two sr bac F K 4/18/07 C R,,*d5 aaa lied* F.K. 10/17108 6 is tlaa R.wa: F.K. 5/13108 A Mw. Ss oar '4YnoWe F.K. 2128/08 J.J. ADDFTL TO NOTES 71 CHO. NOTE 87D CURRENT EDIT. CHANGE TOASTME 1300-02 ADO AIR SPACE DIM NOTE 1, TECH. REF. NOTE 76 NOTE & w 3/23/08 1070 TECJ*COLOGY DRIVE NO0300, R. 34275 P.0.99X 1529 NOKOMI8. Fl. 94274 PST T?r/bb Better GENERAL MOTES AO: ALUM. HORIZONTAL ROLLER WINDOW. IMPACT &re m.e HR710 I NTS 1 . 11 04.4. 4127 -10 C NOA DRAWING MAP SHEET GENERAL NOTES„„........1 GLAZING DETAILS „.. „..„„ 2 DESIGN PRESSURES.......3 ELEVATIONS....__._....._ 4 VERT. SECTIONS........ „„ 5 HORIZ. SECTIONS............ 5 PARTS LIST„ _.„ „ 6 EXTRUSIONS.........—....... 7 CORNER DETAIL „ „ »„ .„ 5 ANCHORAGE_..„_.........„ 8-11 PRODUCT REVISED or amply6,a whh the Florida Codo Octoroon= No0 D: Expirmioaa Dina M” By ✓ /. Mi 0(1 7 Divl on , ••• • • • •.. • • • • .• • . • • • •• .• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • •• • • I • 1 • • • • • •• • • • • • • • • • • • •1/2' NOM. rtSS BITE • • •• 60,61,62 •• • •• • • • • • • • • 1/8' ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 1/e' ANNEALED OR HEAT STRENGTHENED GLASS 6/16" NOM. 5/16" LAMINATED GLASS 66,67,68,69,70,71 1!2' NOM. GLASS BITE 118' ANNEALED OR HEAT STRENGTHENED ELAME • .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16' LAMINATED 5116' OR 3/8" AIR SPACE 1/8' OR 3/18' ANNEALED (MIN.) GLASS 13/16' NOM. 13/16" LAMI IG GLASS W/ 5/16' LAM! 63,64,65 1/2' NOM. GLASS BITE 3He' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUT1A OR DUPONT PVB INTERLAYER 3116° ANNEALED OR HEAT STRENGTHENED GLASS 7M8' LAMINATED 7/16" LAMINATED GLASS 72,73,74,75,76,77 1/2' NOM. GLASS BITE 3/18' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/18* ANNEALED OR HEAT STRENGTHENED GLASS 7/16' LAMINATED 3/16' OR 1/4" AIR SPACE 1/S' or 3/18' ANNEALED (MIN.) GLASS 13/16' NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI C ] EXTERIOR INTERIOR (2) (ALL SECTIONS) PRODUCT REVISED rnmryyin&& with the Florida ©uildinp Cud6 Aeeepum:2 Na 0 — i : Expi,riian Date az4or • -- Rea Bp FIG itsuu Fit a..mat FJC 4118/07 10/17/08 oatc 5/13/06 C 8 A an.niR euu Eh.Ab sr cum FJC 2/28/06 J.I. 3/23/06 NO CHANGE THIS SHEET NO CHANGE THIS SHEET ADD AIR SPACE DIM. TO LAMI IG DETAILS 10701ECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. SOX 1529 41010548. FL3 P `r Vty Borer GLAZING DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT saataga likam a 118710 Fu1! 2 r 11 �.. x.. -10 Ras C >e v Rc 1 L emit. RE. PE 839712 Structural ••• • • • ••• • • • •• •• • • • •• •• • • • • • • • • • • • • • •• • • • • • • • • • • • 4 UP TO 111" ••• • • • • ••• • TABLE 1. XOX (114,112,1 /4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) INIAIDO>: • :WIDTH: e •14".:• 96" 106 318" 1089 • :11" UP TO •11? WINDOW WIDTH TO 88 7116" TO 86 7116" WINDOW WIDTH 60" 66" 72" 74" UP TO 74" GL4s•$ A.BAI2 A,B,G,H A,B,G,H • C,I D.E, J,K,L a._ae 0+4, FX. 4/15/07 am F.K. 10/17/00 a•aer Dee F.K. 5113/06 0"„"0,- to. F.X. 2/2605 GLASS TYPE A,B,C, 0,11,1 D,E,F, J,K,L GLASS TYPE A,B,G,H A,B,G,H A,B,G,H +60.0 *60.0 I • • • I,J +60.0 :f62.0 A,B,G,H +75.0 ".ridu.K 14,4rone A was • • • •• 28" •• • i 36" 1r1c o -go 6 +0.o 26" +75.0 +75.0 +75.0 -60.0 -60.0 • •. 40.0 •• - -75.0 -75.0 -75.0 75.0 A. 5/16" LAMI - (1/8" A, .090,1/8" A) 8.5/16" LAMI - (1/8" A, .090,1/8" HS) C. 5/16" LAMI - (1/8" HS, .090 1/8" HS) � D. 7/16" LAMI - (3/16" A, .090, 3/16" A) L /4r``* I - (3/16" A, .090, 3/16" HS) F. 7/16" LAMI - (3/16" HS, .090, 3/16" HS) +60.0 +60.0 •+60.0 +60.0 -60.0 At • • • • TABLE 2. XOX (1/3,1/3,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW HEIGHT ALL HEIGHTS UP TO TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW HEIGHT 36" +75.0 +76.0 +75.0 . +75.0 -60.0 -60.0 -60.0 -60.0 -60.0 -75.0 -75.0 -75.0 -75.0 38 3/8" +60.0 +60.0 +60.0 +60.0 +60.0 +75.0 +75.0 +75.0 +75.0 -60.0 -60.0 -60.0 -60.0 38 3/8" -75.0 -75.0 -75.0 GLASS TYPES: TEST REPORT FTL -4858 (XOX), FTi -4859 (OX& XO) AND FTL -5330 ADD INTEGRAL FIN OPT7ON UPDATEASTM E 130042 DP0 75.0 REVISE DP TABLES TO ASTMS 830002 ADD A/R SPACE DIMENSION GLASS TYPES O THRU L. " •• I 48" +60.0 +60.0 +60.0 +60.0 +60.0 48" +75.0 +75.0 +75.0 +75.0 WINDOW HEIGHT -60.0 -60.0 -60.0 -60.0 .60.0 -75.0 -75.0 -75.0 -75.0 10701ECHEOLOGY DRAPE NOKOMIS. FL 34315 P.O. SOX 1829 80140/89, FL 34274 50 5/8" +60.0 +60.0 +60.0 +60.0 +60.0 50 5/8" +75.0 +75.0 -75.0 +75.0 +75.0 -60.0 -60.0 -60.0 -60.0 -60.0 -75.0 -75.0 -75.0 T Viaibb Darter 54" +60.0 +60.0 +60.0 +60.0 +59.6 54" +75.0 +75.0 +75.0 +75.0 -60.0 -60.0 -60.0 -60.0 -59.5 -75.0 -75.0 75:0 -75.0 60" +60.0 +58.8 +55.2 +54.6 +53.6 +75.0 +74.2 +69.6 +68.1 -60.0 -58.8 -55.2 -54.6 -53.6 60" -75.0 -74.2 -69.6 -68.1 63" +80.0 -60.0 +56.2 +52.3 +51.7 +50.9 +60.0 -56.2 -52.3 -51.7 -50.9 -60.0 63" +60.0 +75.0 r +75.0 +70.2 +65.2 +63.8 -60.0 -75.0 63" -75.0 -70.2 -65.2 -63.8 +75.0 -75.0 G. 13/16" LAMI IG -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAW- (1 /8 "A, .090,1/8 "A) H. 13/16" LAMI IG -118" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"A, .090,1 /8 "HS) L 13/16" LAMI IG -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8 "HS, .090,1/8 "HS) J. 13/16" LAMI IG -1/8" OR 3/16 "A. 3/16" OR 1/4" SPACE. 7/16" LAMI - (3/16"A, .090, 3/16 "A) K 13/16. LAMI IG -1/8" OR 3/16"A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"A, .090, 3/16"HS) L 13116" LAMI IG -1/8" OR 3/16"A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"HS, .090, 3/16"HS) DESIGN PRESSURES Woe ALUM. HORIZONTAL ROLLER WINDOW, IMPACT _ I 4127 - -10 I C NTS 3 + 11 M:a .. °MVISED • .,1..: With the Flmd& tancc • No o7- 0615.0 • bE,o Dam 5'E 7F , 11 ' 4 By . - o d JIS'Y .. L_ til r gl d7 Robert L. Calk, P.E. PE 039712 Structural •. • • • • • • • •• • • • 27 3/8' MAX. DLO • • VENT • 54 5/16' MAX, DLO FIXED ---1 • • • • ► • • • • • • •.8 �• — • • 110" MAX WIDTH I.F. FRAME 111' MAX WIDTH FLANGE FRAME 33 9/16' MAX. 33 9/16' MAX DLO FIXED DLO VENT DETAIL A - OX OR XO 83' MAX FLANGE FRAME ALL 68' CONFIG. MAX OL0 ALL VENTS 62' MAX I.F. FRAME ALL CONFIG. s DETAIL FROM SNl. a. A NO CHANGE THIS SHEET z . - ar u.e, J.J. 3123108 DRIVE NOKOMIS. FL 34275 27 318' 27 3/8' MAX. DLO 1- MAX DLO VENT FIXED ELEVATIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT _ e •I.*t • m' cn.AV- a." FIRM NTS [ 4 d 11 4127 - 10 C a..oar• F.K P.O. SOX 1528 NOKOMIS. FL 30274 Visibly Better 86 7116' MAX WIDTH FLANGE FRAME DETAIL C - XOX (1/3- 1/3 -1/3) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET AT HEAD AND SILL 657/18" MAX. WIDTH I.F. FRAME--.-1 F. FRAME I FLANGE FRAME VIEW D -D (FRAME CORNER CONSTRUCTION) A Pr. + Y N: f REVISED I • ._ 7$:IVItt the F1odd0 A a: • "ilea No aTLO ' oI . / 09 .�«'ncn Data E4tj H7 /1,. :J�u Miami ' ado' •utCanito Di " d" d'art L Clink. P.E. PE 539712 Structural ••• • • • ••• • • • • •• • • • • • • •• •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • • • ••• MAX. HEIGHT FLANGE 6 FRAME • • • • • • • • • • • • • • • • • EXTERIOR • ••• • • • •• • • • • • • •• • MAX. FIXED DLO MAX VENT DLO ••• • • • • • • • '• • • • v i E - I ntt. 1 EXTERIOR INTERIOR EXTERIOR INTERIOR 1 MAX FIXED DLO --I MAX. WIDTH (IF. FRAME) EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIIIFRAME) INTERIOR SECTION C-C A A SILL (VERTICAL SECTION, FLANGE FRAME) (VERTICAL SECTION, I.F. FRAME)Q }�-- MAX. FIXED DLO -4 MAX. WIDTH (FLANGE FRAME) SECTION B-B (HORIZONTAL SECTION - XOX SHOWN WITH FIANCE RAME) MAX. VENT DLO HEAD (VERTICAL SECTION, I.F. FRAME) A 43 PRODUCT 12VISRB 43 corttittg with tlic Flartda Gut:.. Dada A,r No Inman Date By Mktust Dnd F.K a0180 FJL ascatar FJC a.11■a at, F.K. 4/15107 OsAr 10/17/08 Date 5//13/08 oacc 2/28/D6 anagc C Gr ar J.J. ADD INTEGRAL FIN FRAME ITEMS 41,42 AND 43 AND VIEWS. NO CHANGE THIS SHEET NO CHANGE THIS SHEET 3/21/88 1e7o TECHNOLOGY DRIVE NOKOM'S. FL 34275 P.O. BOX 1529 NOKOMIS. R 34274 P GT Visibly Bauer SEC TIONS Taw ALUM. HORIZONTAL ROLLER WINDOW, IMPACT e.rmuma HR7/0 Half 1 5 + 11 4127 -10 C / 7//: 0 7'7 t L Clack. P.E. PE 039712 Struebarel ••• • • • ••• • • • •• •• • • • 6•• •• • • • • • • 4142 4025 •4096 0412 • 4,0/ 4131 71298 16?*• 4002 4134 115 4110 4054 4066 4105 1683 225-1 226 4128 4006 1235 1096 1016 4126 1683 4 6 7 8 10 12 13 i.J DIE-CAST 71096 ITEM DW 15 16 17 19 21 22 23 24 29 32 38 39 7070 amd Br F.K. amdar FJC R9" FK. 6.."142 F.IC SASH STOP (STD.) (AMT LIFT CLIP) #8 X 3 /4PH. PAN HEAD, • • • • • %S} ST& cOOER(SA' 1 Silk • • FLANGEFRAI SILL • • • • SILL AliAiPTOit• • ROLLER TRACK 0m 4/15/07 bete 10117/06 Von 5/13/0 X8/06 • •• • . .D4 1410/0 • A FLANGE FRAME HEAD WEEP HOLE COVER J • QDHES OPE�i GT+ d, �ORMI PAD A x! it T ISJ & • SILLJOINT • • MIX NOOOQUADPAPSDRS G SCREEN ADAPTOR B FIXED MEETING RAIL W STP.,.187 X .230, FIN SEAL SASH TOP & BOTTOM RAIL W STP.,.250 X .270 BACK, FIN SEAL ROLLER HOUSING& GUIDE BRASS ROLLER WHEELS • • • • • • HORIZONTAL ROLLER SASH TOP GUIDE D SASHMEETINORAIL 33 WSTP,.170 X .270 BACK, FIN SEAL 35 SWEEP LATCH 36 88 X .625 P1-L FL SMS 37 SASH SIDE RAIL WSTP.,.250 X .270 BACK, FIN SEAL BULB WEATHERSTRIP .187 X.275 40 LIFT RAIL COVER CAP 41 4139 LF. FRAME HEAD 42 4140 LP. FRAME SILL 54 4044 B GLAZING BEAD - 5/16" W /GRILLKIT 55 4222 A GAZING BEAD -7/16" 56 985 C GLAZING BEAD -7116" W /GRIILKIT 59 4067 GLAZING BEAD - 13/16" R..ot a C 8 ReAgiorte A u wep JJ. MATL 6063 -T5 AL ADD ITEMS 41.42343 NO CHANGE IRIS SHEET ADD SPACE DIMENSIONS ITEMS 66 THRU 77. 044 31234e PC= 6063 -T6 AL 612237 6063 -T5 AL 612244 7834AA 6063 - T6 AL 64136 6063-T6 AL 64137 6063 -T6 AL 64131 POLYPROP. 71298 7PAD1626 6063 AL 6I2225 74134W/K 78IPQA 6063 -T5 AL 64110G 606311D - T6 AL 64054A 64066G 6063-T5 AL 612240 BRASS 616830 42112HD 7BRWHI2 POLYPROP. 44122N 6063HS-T6 AL 64006 67S160 7858 6063 -T5 AL 64126 616830 67070K 74078 "C" LORR 6063 -T6 AL 64139 6063 -T6 AL 64140 43 4141 I.F.FRAMEJAMB T 6063-T6 AL 64141 50 GLAZINGS1UC0NE, DOW 899, 995 OR EQUIVALENT 51 1224 52 1225 VINYLG3AZINGBEAD BULB (TRACK) VINYL GLAZING BEAD BULB (THAN) 6TP247W,K 6TP248K 53 4039 B GLAZING READ - 5/16" 6063-T5 AL 64039B 6063 -T5 AL 644703 6063 -T5 AL 64222 6063-T5 AL 6985 6063 -T5 AL 64067 60 GLASS 5/16" LAMI (1 /8" A, .090 PVB, 1/8" A) 61 " 5/16" LAMI (1 /8" A, .090 PVB, 1/8" HSI 62 5/16° LAMI (1 /8" HS, .090 PVB, 1/8" HS) 63 7/16" LAMI (3/16" A, .090 PVB, 3/16" A) 64 " 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) 65 " 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) 1670 TECHNOLOGY ORME NONOM19. F1.34275 P.O. 139X 1328 NOKOMI0. FL 34274 0 A ITEM GLASS, n 1014 1630 1631 1073 1624 1635 REvl 66 DWG/ DESCRIPTION MAIL PGTN 67 68 13/16" LAMI 1G 1 /8 "A, 3/8" AIRSPACE, 5/16" LAMI (1/8 "HS, .090 PVB, I /8 "HS) 13/16" LAMI IO•l /8 "A, 3/8" AIRSPACE, 5/16" LAMI (I /8 "A, .090 PVB, 1 /8 "HS) 69 70 13/16" LAMI IG•3 /16 "A, 5/16" AIR SPACE, 5/16" LAMI (1/8 "A, .090 PVB, 1 /8 "HS) 13/16" LAMI IG•3 /16 "A, 5/16" AIR SPACE, 5/16" IAMI (1 /8 "A, .090 PVB, l /8 "A 71 13/16' LAMI NG- 3/16 "A, 5/16" AIR SPACE, 5/16" LAMI (1 /8 "1-1S, .090 PVB, 1/8"I-1S) 72 13/16" LAMI IG4 /8 "A,1/4" AIRSPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16"A) 73 13/16" LAMI IG-I/8"A, 1/4" AIRSPACE, 7/16" LAMI (3 /16"A, .090 PVB, 3 /16 "HS) 74 75 76 77 90 91 92 93 94 95 96 PST Vi,iby Bauer 13/16" LAMI IG41 /8 "A,1 /4" AIR SPACE, 7/16" LAMI (3 /16 "HS, .090 PVB, 3/16 "HS) 13/16" LAMI IO.3116"A, 3/16" AIRSPACE, 7/16" LAMI (3/16 "A, .090 PYB, 3/16 "A) 13/16" LAMI IG- 3/16 "A, 3/16" AIR SPACE, 7/16" LAMI (3/16"A, .090 PVB, 3/16 "HS) 13/16" LAMI IG•3/16 "A, 3/16" AIRSPACE, 7/16" LAMI (3/16"HS, .090 PVB, 3 /16 "HS) —1.988 —+- 43 I.F. FRAME JAMB Q #4141,6063 -T6 ,"a SCREEN FRAME (BOR. & VER.) scREEN 00RNEiKEY W/RINc SCREEN CORNER KEY W /OUT RINGS SCREEN SPRING SCREEN SPLINE -.135 DIA. FOAM SCREEN SPLINE -.135 DIA. HARD SCREEN 2.784 aserogoa PARTS UST O 41 I.F. FRAME HEAD A 54139,6063 -T6 .062 2 710 42 .F. FRAME SILL �c 84140. 6063-T6 3105 -H14 AL POLYPROP. POLYPROP. ST.ST. EM PVC EM PVC CLOTH 3.152 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR710 I NTSI B s 11 I- 4127 -10 I C PRODUCT REVISED as complying with Um Florida Building Codo AczopmncoNo 0 Expiration Data av L. Oak P£ PE 039712 SWcl,aM ••• • • • ••• • • • •• •• • • • •• • • • • • • • • •• • • • fiend ar F.K w+aden F.K. 0"Year, F.K. • • • • . • • • ••• • • • • ••• • • • • • • • • S • •1 • • •• • • • • • • .062 • • .490 1- 1451-I 2 SASH STOP #4025,6063 -75 .050 1.096 54 GLAZING BEAD, 5/16" #4044B.6063•76 (USED W/ GRILL, KIT) 4115477 tiAr 10/17/08 oec 5/13/08 tucc 7/28/08 .678 lifftiskrer Rfirlabw 5 A rh,mder J.J. .082 1.183 • • • •• •• •• • • • • • • A • • • • • •• 2 . 7 0 '1 — ! - ^••• CD :471' O 506378 'tlitrtilWw U .349+1 21 SASH TOP & BOTTOM RAIL #4133,6083.75 Oft • • • • •• • • • • • • • • • • 2.i79 1.1, "22 FLANGE FRAME SILL #4136,6083 -78 .061 NO CHANGE THIS SHEET NO CHANGE THIS SHEET NO CHANGE THIS SHEET 3/23/06 .062 .437 0 HORIZ. ROLLER TRACK #4131, 6063 -78 -.4 {` 1.87 -.4 1.081 t' 32 SASH MTG. RAIL #40050,6063H8 -T6 .878 1.098-1--I T 55 GLAZING BEAD 7116" #4222A.6063 -75 52 1e747ECHNOLOGYORNO /03X0158. FL 34275 PA 8OX 1529 NOXOW%. FL 347/4 9 J. 291 1 SASH SIDE RAIL 64116, 606345 .050 56 GLAZING BEAD, 7/16" #9850,5063 -75 (USED WI GRILL KI7) FGT Vidib/y Barter 1.187 Wee.. Wee.. HR710 3.90 . Oj FRAME SILL ADAPTER #4137.6063.79 0 FIXED MEETING RAIL #40548, 6083110 -TB .050 .678 1.096 0 53 GLAZING BEAD, 5/16" 6403913,6063 -T5 .738 O SASH STOP COVER 1 1 1 443_ #4053,8063 -T5 T 1.383 .683�I"n A I- r�. n _ � 1 1.097 59 GLAZING BEAD, 13/16" #4067,6063.75 EXTRUSIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT emr w.pw a.e ' 7 • 11 I 4127 -10 I C Half b1.513- 1 x .040 13 FLANGE FRAME JAMB #4002A, 6003-T8 PRODUCT REVISED m complying with the Florida Bu Code Acceptanol No 0 Expiration Dam PE 539712 Structure! • • • • •• • • • •• •• • • • ••• •• • • ANCHOR CVAN'TITIES73X4(( 4-1/11 -114) WINDeWS TABLE 4 • • dRA$S T1 $A.15.C.G,H, 2.3. WOOD 2. CONC 1, CONC 40 S • E ZO S ••• ANCHOR Type, & SUBSTRATE • WINDOW •12E W 53.1251 ras. 48.1700 50.625 5411!'x so 093 133!300 60.000 x 38.375 48.000 50.825 54.000 60.0(0 63.000 74.000 x 38,375 48.000 50.825 54.000 60.000 now 84.000X 38.375 4 &000 50.825 54.000 60.000 63.000 108.375x 38.375 48.000 50.625 54.000 50.000 83.000 111.000 x 38.375 48.000 50.625 54.000 60.000 83.000 GLASS TYPES D,E,F.J.K.L 2.3. WOOD 2. CONC . 1, CONC 7i S 4. S 76 IT • 5, • .15513 N • • fir -AD• 4 1 " & SILL g HEPD a SILL g HEAD & SLL • -3 • • <,' • • 7 rn HEAD & SILL g 44:2 +1 +c +0 - + 1•1 S +C2+1 2 1+C2+1+02+1 © . . H HEAD & S8 . &' © 1 +C2 +1 +C2 +1 2 1+C2 +1 +C2 +1 •r « © 1+02 +1 +02+1 3 1+02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+02+1 3 1 +C2 +1 +C2+1 « « « • 1k +3 +CZ +, « 1 • « « 1 +C2 +1 +02+1 3 1 +C2+1+C2+1 3 1 +CI1+ C2#1+ - « M « 1+{;2+1 +02+1 3 1 +..«+. + + 1 « w r e « « 1+03 +1 +03+1 3 1+C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +02+1 2 1+02 +1+02+1 1 +C2 +1 +C2 +1 2 1 +C2 +2 +C2 +1 2 3 1 +C2 +1 +C2 +1 3 1 +02+1 +C2 +1 3 1 +02+1 +02+1 1 +C2 +1 +02+1 3 1 +C2 +2 +C2 +1 3 3 1 +(2+1+C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+02 +1 1 +(2 +1 +C2 +1 3 1 +C2 +2 +02+1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +02 +1 1 +(z +1 +C2 +1 1 +C2 +1 +02 +1 1 +C2+1+C2+1 1 +C2 +2 +C2 +1 1 +02+2 +02+1 1+(2+2+02+1 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 1 +02+2+02 +1 1 +02+2 +02+1 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 1+02 +2 +C2 +1 1+02 +2 +02 +1 1+02+2 +C2 +1 1 +02+2 +C2 +1 1 +C2 +3+02+1 1+C2+3+C2 +1 1 +03+3 +03+1 1 +C:3. +3+00+1 1 +c 3+3 +C3+1 1+02 +3 +C2 +1 1 +c2 +3+C2+1 1 +C2 +3+C2 +1 1 +03+3 +p +1 1 +C3+3+C3+1 1 +03+3+03+1 Ban°ars Vac wad B/. D.. FJC 228/06 JJ. 323!08 3 1+02+1 +02+1 3 1+02 +1+C2+1 3 1 +C2 +1 +C2 +1 Q 1 +C2 +2 +C2 +1 3 3 1 +C2 +1 +C2 +1 3 1 +C2 +2+02 +1 3 1 +C2 +2 +02+1 © 1 +C2+2+C2 +1 3 1 +p +2+00 +1 3 3 1 +G2 +1+C2 +1 3 1 +00+2 +p +1 3 1 +00+2 +03+1 1 +02+2+02 +1 3 1+03+2 +p +1 3 3 1 +c2+1+C2 +1 3 1 +02+1+02+1 3 1+02 +1 +(2+1 © 1 +02+1 +02+1 3 1 +C3+2 +p +1 3 3 1 +c2+1 +C2 +1 3 1 +C2 +1 +02+1 3 1+C2+1+G2 +1 © 1+01 +1 +C2 +1 3 1 +C3+2 +03+1 3 2' 1 +02+1 +C2 +1 2 1 +C2 +2 +02+1 2 1 +C2 +2+(2+1 © 1 +C2 +2+02 +1 2 1 +C2 +2 +C2 +1 2 3 1 +C2+1+C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2+2 +02+1 © 1 +02+2 +C2 +1 3 1 +C2 +2+02 +1 3 3 1 +C2 +1 +C2 +1 3 1 +c2 +2+02+1 3 1 +C2 +2+02 +1 © 1 +C2 +2 +C2+1 3 1 +02+2+02+1 3 3 1 +c2+1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1+02 +2 +C2 +1 1 +C2+2+C2+1 3 1 +p +2+03+1 3 2 1 +02+2+02 +1 2 1 +C2 +2+02 +1 2 1 +C2 +2 +C2 +1 © 1 +C2 +2 +02+.1 2 1 +C2 +3 +C2 +1 2 3 1 +C2 +2 +C2 +1 3 1 +C2 +2+02 +1 3 1 +c2 +2 +f.2 +1 © 1 +(2+2+02 +1 3 1 +p +3+00+1 3 3 1 +C2 +2 +C2 +1 3 1+C2+2+C2+1 3 1+{2+2+1'2 +1 1+C2+2 +02+1 3 1 +03+3 +03+1 3 3 1 +C2 +2 +C2 +1 3 1+C2+2+C2+1 3 1 +C2 +2+02 +1 [j1 +C2 +2 +02+1 3 1 +C4 +3 +C4 +1 3 3 1 +C2 +2 +C2+1 3 1 +C3+2 +03+1 3 1 +C3+2 +03+1 ® 1 +02+2 +C2 +1 3 1 +C4 +3 +C4 +1 3 3 1+02+2+02 +1 3 1 +03+2 +03+1 3 1 +p +2+03 +1 © 1+C2 +2+02+1 3 1 +C4 +3+C4 +1 3 3 1 +(2+2 +2+1 3 1+03+3+03+1 3 3 1 +C2+2 +02+1 3 1 +03+3+03 +1 3 « « 1 +03 +4 +03+1 3 « +3 1 +C4+44C4 +1 3 3 1 +C2 +2+02 +1 3 1 +p+3+C3+1 3 1 +03+4+03+1 3 3 1 +C2+2+G2 +1 3 1 +C4+3 +C4+1 3 1 1+C3+3+C3+1 3 1+C4+4+C4s1 3 2 1 +C2 +2+(2+1 2 1 +C2 +3 +C2 +1 2 1 1 2 +3 +02 +1 w « 1 +02+4+02 +1 2 1 +p +3 +03+1 1 +03+3+03+1 1 +C3+3 +03+1 1 +C4 +3+C4+1 1 +C4 +3+C4 +1 3 1 +C2 +2+02 +1 3 1 +C4 +3+C4 +1 3 1 +C5+4 +CS+1 3 2 1 +02+2 +C2 +1 2 1+02 +3+02 +1 2 1+02+3 +02+1 « 1+02+4 +02+1 2 3 1 +C2 +2 +C2+1 3 1 +C2+3+03+1 3 1 +p +3+C3+1 1+02+3 +02+1 3 1+00+4 +03+1 3 3 1 +C2 +2 +C2+1 3 1 +C3+3+03+1 3 1 +C3+3 +C2+1 00 1 +p +3 +p +1 3 1+00+4+00+1 3 3 1 +C2 +2+02+1 3 1 ++3 +p p +1 3 1 ++3+00 +1 1+03 *3+C3+1 3 1 +C4+4 +C4 +1 3 3 1 +02+2 +C2 +1 3 1+C4 +3+C4 +1 3 ammo « K • + 3 1 +C2+2+C2 +1 3 1 +C4 +3+C4 +1 3 Rend es bac RoN>rm F.K. 4/15/07 C UPDATE TABLE 4. SELECT VALUES DUE TO ANCHOR CAP. ADJ. N..sa F.K. Bela 1CY17Me 6 REVISE ANCHORAGE FORMAT. HEAD it SILL CLUSTERS Arad Br OW: R,•Sbim F.K. 5/13/58 A ADD SPACE DIMENSIONS GLASS TYPES G THRU L 1070 TEO84OLOGr OR M NOXOMIS. FL 34775 P.0.SQX132S NOICOMIS. 71.34274 Vkibi, Bettor NOTES: . ANCHOR TYPES: 1 -1/4' ELCO TAPCONS - 1/4" ELCO SS4 CRETE -FLEX 3 - 812 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5/16' LAMI - (1/6' A..080.1/8" A) B. 5/16" LAMI - (1/8' A,.090, 1/8" HS) Ct 5L18"IAMI-/1/R'+l&„Q80,1/8'HS D. 7/16° LAMI - (3/18° A,.090, 3/16" A) F. 7116° LAMt - (3/16" HS,.090, 3/16' HS) 0.13/16' LAM( IG -1/8° OR 3/16' A, 5/16' OR 3/8" SPACE, 5/18' LAMI - (1/8" A,.090, 1/8' A) H.13/15" LAMI IG - 1/8" OR 3/16" A, 5118° OR 3/8' SPACE, 5/10' LAMI - (1/8" A,.090, 1/8' HS) I. 13/16" LAMI 10 -1/8' OR 3/16' A, 5 /18" OR 3/8 SPACE, 5/18' LAMI - (118^ HS „090, 1/6' HS) .1. 13/16' LAMI 10 - 1/8' OR 3/16' A, 3/16' OR 1/4' SPACE. 7/16' LAMI - (3/16• A,.000, 3t e• A) K 13/16" LAMI 10 - 1/8' OR 3/16' A, 3/16' OR 1/4' SPACE, 7/16' LAMI- (3/16" A..090, 3/16' HS) L 13/16' LAMI IG -1 /8" OR 3/16' A, 3/16" OR 1/4" SPACE. 7/16' LAMI - (3/16' HS..090. 3/1e HS) 3. WINDOW ANCHOR QUANTES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. ITI FOR WINDOW SIZES NOT SHOWN. GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 25 314' MAX. FROM CORNERS. JAMBS: 8' MAX. FROM CORNERS AND 22 1/2' MAX. O.C. TABLE KEY: X O X. f 1 +C3+4 +C3 +11 3 Imo-- -ANCHOR QUANTITY PER JAMB 1 253/4' max. ' m MIN. -1 lii l i 1 1 111 8' REF. ombta r X MTG. RAIL, TYP.- EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) ltre fi HEAD AND SILL ANCHOR QUANTITY. A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL. (3' MIN. O.C. ANCHOR SPACING) 2 LC 25 3/4' MAX. I 1/2` l-"-3' MIN. 1 1811 1 1 1 8'RE I X 1 G. RAIL. TNT.- I EXAMPLE CLUSTER W! QTY. OF (4) ANCHORS ANCHORAGE SPACING, XOX (1/4- 1/2 -1/4) ALUM. HORIZONTAL ROLLER WINDOW, IMPACT S.neneoo soya pi* 11R710 I NTS 8 11 I 412740 , C PICUI)1x r REVISED r1 car:-,.; n0 within Florida u6tL�,Cade Ac MI N o E catxdon Dans 81 ton O 11 Robert L. Clerk, P.E. PE 828712 3truUeral ••• • • • ••• • • • •• •. • • • • • • • • • • • • ANCHOR QUANTIW(ES, X1BX 13.1/3 - WWNDO41� • •• • • • • 1.10Y+M +102 +1 1 2 1#02 +1 +Q +1 2 1 +C2+1 +C2+1 1 +02 +1 +02 +1 3 1 +C2 +1+C2+1 3 1 +102 +1 +C2 +1 3 1+C2 +1+C2 +1 1+02 +1+02 +1 3 1 +C2 +1 +02+1 3 1+C2+1+C2+1 3 1+C2 +1 +C2 +1 • 1 +02+ +1 3,15+02+11 -c2 +8 3 •1+c 1.02 +1 3 1 +02 +1 +02+1 1$02+1+f4+1 113 '�C221 +:2 +{ + � ; +02+ +102+! 1+C2 +1 +08 +1 34'►C2.1+442+1 11 3 4 1+102 +1 +102 +1 �+ +1 2 '�1C2 +1j 2 +1j 2 Q +02+0802 +1 2 3 3 3 3 3' 2 1 +02+1 +02+1 1+02 +1 +02+1 1 +C2 +1 +C2+1 1 +102 +1 +102 +1 1 +02+1 +02+1 1+02 +1 +02 +1 1 +102 +1+02 +1 ANCHOR TYPE> 2,3, WOOD 2, CONC 1, CONC 1 .2,3, WOOD 2, ;ANC & SUBSTRATE ZONES ZONES ZONES ZONES WINDOW�I2>; HEAD& SILL W y • • 48.000 X 38.385 48.000 50.625 54.000 80.000 83.000• 53.125x 38.375 48.000 80.826 54.000 60.000 63.000 3 1 +102 +1+02 +1 80.000 x 38.375 48.000 50.625 54.000 60.000 63.000 86.000 x 38.375 48.000 50.626 54.000 80.000 83.000 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 84.000 38.375 48,000 60.825 54.000 60.000 63.000 88.437 x 38.375 48.003 50.825 54.000 60.000 63.000 A.08, F.K. xaade7. FJL pra4j�. F.K. FJX. 1+02 +1 +02+1 1 +02+1 +02 +1 1 +02+1 +02+1 1+02 +1 +C2 +1 1+02 +1 +02 +1 1+02+1+02+1 1 +02 +1 +02 +1 1 +102 +1 +C2 +1 1+02 +1 +C2 +1 1+02 +1 +02 +1 1 +102 +1 +02 +1 1+02 +1+02 +1 1+02 +1 +C2 +1 1 +02 +1 +02 +1 1 +02+1 +02 +1 1 +102 +1 +102 +1 1+02+1 +102 +1 1 +102 +1 +02 +1 1 +C2 +1 +02 +1 1 +02+1 +102 +1 1 +102 +1+02 +1 1+02+1+02+1 1+02 +1+02 +1 1 +C2 +1 +C2 +1 1 +02 +1 +02 +1 1+02 +1 +102 +1 1 +02 +1 +02 +1 1 +102 +1 +C2 +1 1 +03+1 +03 +1 1 +102 +1+02 +1 1+02 +1 +02 +1 1 +C2+1 +102 +1 1+C2 +1 +02 +1 1 +02+1 +C2 +1 1 +03 +1 +03 +1 1t � TABLE 6 13 S • YPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L 3 1 +102 +1 +C2 +1 A♦9 HE & sat' 3 3 1+02 +1*C2 +1 3 3 1+02 +1+02 +1 3 2 1+02+1+02+1 2 3 1+02 +1+02 +1 3 1 +02+1 +02 +1 3 3 1 +02+1+02 +1 3 1 +C2 +1 +C2 +1 3 1+02 +1 +02 +1 3 1 +02 +1 +C2 +1 2 1 +02 +1+02 +1 3 1 +102 +1 +02+1 3 1 +02 +1 +02+1 3 1 +02+1 +C2 +1 3 1 +02 +1 +02 +1 3 1+C2 +1 +C2 +1 3 1+02 +1+02 +1 2 1 +102 +1+01 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +102 +1 3 1 +02 +1 +02+1 3 1 +102 +1+02 +1 3 1 +102 +1 +102 +1 2 1 +02 +1+02 +1 3 1+02 +1 +102 +1 3 3 1 +102 +1 +102 +1 3 3 1 +02+1+02 +1 3 1 +02 +1 +102 +1. 2 1 +C2 +1 +C2+1 3 1 +02 +1+02 +1 2 1 +102 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 1 +02 +1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02 +1+02 +1 3 1 +102 +1 +C2 +1 3 1 +02+1 +102 +1 • • J"" • • • • 3 1 +102 +1+02+1 3 2 3 3 3 1+02 +1 +02+1 1 +102 +1 +102 +1 1402+1 +02+1 1+02+1+02+1 1 +02+1 +102 +1 1 +02+1 +02+1 1+02 +1 +102 +1 3 1 +02 +1 +102 +1 3 1 +03+1 +03+1 3`1 +102 +1 +102 +1 2 1 +(2 +1 +102 +1 3 1 +02 +1 +02 +1 3 1 +C +1+C2 +1 3 1+01 +1 +02+1 3 1 +C2 +1 +102 +1 3 1+03+1 +03+1 2 1 +102 +1 +102 +1 3 1 +102 +1 +02 +1 3 1 +02+1 +C2 +1 3 1+02 +1 +02 +1 3 1 +103 +1 +03+1 2 1 +02 +1 +02t1 3 1 +C2 +1 +02 +1 3 1 +102 +1 +102 +1 3 1 +03 +1 +03 +1 3 1 +03+1 +03 +1 3 1 +103 +1 +03+1 2 1+02+1+02+1 3 1 +02 +1 +02+1 3 1+02 +1 +02 +1 3 1 +03 +1 +03+1 3 1 +03 +1 +103 +1 3 1 +03 +1 +03+1 3(1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 h ` HEAD & SILL HEAD & SRL 2 3 3 311+C2 +1 +C2+1 3 1 +02 +1+02 +1 3 9' 1+02 +1 +102 +1 3 1 +C2+1 +02+1 311+02 +1 +02+1 3 1 +102 +1 +102 +1 3(1 +C2 +1 +C2 +1 3 1 +102 +1 +102 +1 211 +02+1 +02 +1 2 1+02 +1 +02 +1 311+02 +1 +02+1 3 1+02 +1 +02 +1 3(1 +02 +1 +r2 +1 3 1 +02 +1 +C2+1 3(1 +02+1+02 +1 3 1 +102 +1+02 +1 311 +03+1 +103 +1 3 1 +102 +1 +02+1 211 +102 +1+02 +1 2 1+02 +1 +C2 +1 3(1 +02 +1+02 +1 3 1 +02+1 +02 +1 31 1+02 +1 +102 +1 3 1 +102 +1 +02 +1 311 +02+1 +102 +1 3 1+02 +1 +02 +1 311 +03+1+03 +1 3 1 +102 +1 +02 +1 3(1 +03+1 +03 +1 3 1 +102 +1 +102 +1 2(1 +102 +1 +X2 +1 2 1+02 +1+02 +1 311 +02 +1 +02 +1 3 1 +02 +1+02 +1 311 +02 +1 +02 +1 3 1 +02+1 +C2 +1 311 +02 +1 +02 +1 3 1 +02+1+02 +1 3(1+03 +1 +03+1 3 1 +02+1+02 +1 3 3(1 +03+1 +03+1 3 1 +02+1 +02+1 3 2 1 1+02 +1 +02 +1 3 1 +02 +1 +02+1 3 311 +02 +1 +02 +1 3 1 +02 +1 +02 +1 2 311 +102 +1 +102 +1 3 1 +02+1 +02 +1 V15N7 Raid*. UPDATE TABLES, SELECT VALUES DUE TO ANCHOR CAP. AD./. 10/17118 5/13/08 Ravish= 6 REVISE ANCHOR4GEFORMAT, HEAD & SILL CLUSTERS A .4013 SPACE DIMENSIONS GLASS TYPES Q THRU L. 2/28/06 J.J. 3!23/08 3 3(1 +103+1 +103 +1 3 1 +02+1 +102 +1 3 3 3 (1+03+1 +03 +1 4 1 +03+1 +03+1 3 311 +03+1 +03 +1 4 1 +03+1 +03 +1 3 2(1 +02 +1+02 +1 3 1 +02+1 +102 +1 2 3(1 +02 +1 +02 +1 3 1 +02+1 +02 +1 1, CONC 3 311 +C2 +1 +102 +1 3 1 +02 +1 +02 +1 ZONES 3 311+C3 +1+C3 +1 3 1+02 +1 +02 +1 31 1 +C3+1 +C3+1 4 1 +03 +1 +03 +1 HEAD& SILL 1 +102 +1 +02+1 3 311 +103 +1 +03 +1 4.1 +03+1 +03+1 3 3 2 1+02 +1 +02 +1 1+02+1 +02+1 3 1 +102 +1+02 +1 1+02 +1 +C2 +1 1 +03 +1+03 +1 1 +02+1 +02+1 1+02 +1 +02 +1 3 3 3 3 2 147e16O+a+O.OGYORNf NOKOMI8, FL 34475 P.O. BOX 1528 NOXO1AS.+t 34214 1 +02 +1 +02 +1 1+02 +1+02 +1 1 +103 +1 +103 +1 3 1 +103 +1 +03+1 3 1 +02+1+02 +1 3 3 1 +102 +1 +102 +1 3 1 +02 +1 +02 +1 1+03+1 +103 +1 2 1 +03+1 +03 +1 3 1 +03 +1+03 +1 3 1+02 + 1 +02 +1 1+02 +1 +102 +1 3 1+03 +1 +03+1 3 3 1+03 +1 +03+1 1 +03+1 +p+1 1 +03 +1 +03 +1 1 + 02 +1 +02 + 1 1 +103 +1 +03+1 2 2 3 3 3 3 3 2 3 3 3 3 3 1 +03+1+03+1 1 +03 +1 +03+1 1 +C3+1 +03+1 1 +103 +1 +03+1 1 +02 +1 +02+1 1 +03 +1 +03 +1 1 +03+1 +03+1 1 +03 +1 +03+1 2 1 +103 +1 +C3+1 1+04 +1 +04 +1 3 1+X3+1 +02 +1 3 3 1 +03+1 +03+1 3 1 +103 +1 +103 +1 1 +C3+1+03 +1 3 1 +04+1 +04 +1 2 3 1 +104 +1 +104 +1 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 4 2 3 3 3 4 4 Viably Barter NOTES: 1. ANCHOR TYPES: 1 -1/4' ELCO TAPCONS 2 - 1/4' ELCO SS4 CRETE -FLEX 3 -612 STEEL SCREWS (05) 2. GLASS TYPES: A 5/18" LAMI - (1/8' A,.090,1/8" A) B. 5/16' LAMI - (1/e" A,.090, 1/6' H3) C. 5/18' LAMI - (1/8' HS,.090. 1/8" HS) D. 7/16' LAM1- (3/16' A,.090. 3/16' A) E. 7/16' LAMI- (3/16' A,.090, 3/16' HS) F. 7/16' LAM!. (3116' HS,.090, 3/16' HS) 0.13/16' LAMI IG -116' OR 3/18' A, 5/18' OR 3/8' SPACE, 5/16" LAMI- (1/8' A,.090. 1/8' A) H.13/16" LAMI 10 - 1/8' OR 3/18° A, 5/16' OR 3/8' SPACE, 5/16' LAMI - (1/8 HS) I. 13/16' LAMI 10 - 1/8' OR 3116° A, 6118" OR 3/8' SPACE, 5/16' LAMI - (1/8' HS,.090, 1/8° HS) J. 13/16' LAMI IQ -1/8" OR 3/16' A, 3/16" OR 1/4' SPACE, 7/16' LAMI - (3/16' A,.090, 3/16' A) K 13/16' LAMI 10 -1/8' OR 3/18' A, 3/16' OR 1/4' SPACE, 7/16' LAMI - (3/16' A..090. 3/16' HS) L 13/16' LAMI 10 - 1/8' OR 3/16' A, 3/16' OR 1/4' SPACE, 7/16' LAMI - (3/16' HS,.090, 3/16' HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE HEAD & SILL 10 1/2' MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 253/4' MAX. FROM CORNERS JAMBS:. 9' MAX. FROM CORNERS AND 221/2' MAX. O.C. TABLE KEY: 11+03 +1+03 +11 3 1-+--ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL j 9' REF. MTG. RAIL, T1P. -J EXAMPLE GL USTEft ANCHO (SHOWN IN TABLE KEY ABOVE) 9' REF. 1 101710 (3" MIN. O.C. ANCHOR SPACING) 25 3/4' MAX. -+{ I---3' MIN. t t 1 111 1 O X 25 3/4' MAX. -1 112' TYP. I--3' MIN L 1111 1 its 0 MTG. RAIL, TYP. EXAMPLE CLUSTER WI QTY. OF (4) ANCHORS ANCHORAGE SPACING, XOX (1/3 1/3 - 1/3) ALUM. HORIZONTAL ROLLER WINDOW, IMPACT NTS 9 d 11 4127 - -10 1 C PRODUCT REVISED as cumo )143 with tIs Florida Bonding Codo AccoptaueNo - • r - .0 lrmlonDale & MIt •1 By i MI Di ,e/d/- Rabwl1 Cterk, P.E. PE 538712 Structural ANC H0R . TABLE 6 NOTES: ANCHOR TYPE> & SUBSTIRATE• GLASS TYPES A,B,G,H GLASS TYPES C,D,E.F,I,J,K, L ANCHOR TYPES: ^-.° 1 - 1/4" ELCO TAPCONS - 1/4" ELCO 334 CRETE -FLEX 3 -412 STEEL SCREWS (G5) 2. GLAS TYPES: A 5118'LAMI- (l/8"A„09Q,il8'A) B.5116' LAMI - (1/8 "A,.090,1 /8'HS) C I Ili, I. • S ' /18• LAMI - (WHY A,.080,3H8"A F. 7/16' LAMI - (3/16° HS,.090, 3/16' HS) G. 13116' LAMI 1G - 1 /8 3/18' A, 5/16' OR 3/8' SPACE, 5/16' LAMI - (118' /,.080,1/8" A) H. 13/16' LAMI IG - 1/8' OR 3/16• A, 5/16' OR 3/8' SPACE, 5/16• LAMI - (1/8' A,.090, 1/8' HS) I. 13!18° LAMI IG -1/8' OR 3116• A, 5/16" OR 3/8" SPACE. 5/16' LAMI - (1/8' HS „090,1/8" HS) J.13/16' LAMI IG -1/8' OR 3/16' A. 3/18" OR 114" SPACE, 7/16' LAMI - (3/16' A „090, 3/16" A) L 13/16' LAMI IG 1 OR 3/16' A, 3/16' OR 1!4 SPACE, 7/16° LAMI 03!18• HS .090, 3/18° HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & S)L.L: 101/2' MAX, ON EACH SIDE OF MEETING RAIL CENTERLINE, 18 3!4' MAX. FROM CORNERS. JAMBS: 9' MAX FROM CORNERS AND 221/r MAX. o.C. TABLE KEY: o x 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES • ' - • ZONES ZONES ZONES ZONES • • • • WINDCIY W d • • H •f• % f 1 C • a • � y • e6 • 37.000x 38.375 48,000 50.42 54.800 88.000 83.x00 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +02 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 •1.0!2+1. pick/ : 141" +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1.02 +... S e +0: +11.3: 1 +t22 +1 3 1 +02 +1 3 1 +C2+1 •3 1 +02 +1 3 1+02 +4 8 4+0E +1e 32 1 +1 3 1 +C2 +1 3 1 +C2 +1 ' 3 1+03+1 3 1:62+i 3 1 + +1 3 1 +03 +1 3 1 +C2 +1 3 1 +02 +1 3 1+03+1 3 48.000 x 38.375 48,000 50.825 54.000 80.000 63.000 1 +C2 +1 2 1 +02 +1 2 1 +02 +1 2 1 +C2 +1 2 1 +02 +1 2 1+C2+1 2 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +02 +1 3 14 3 1 +C2 +1 3 1 +C2 +1 3 1 +03+1 3 1 +C2 +1 3 1 +02 +1 3 1 +03 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3+1 3 1 +03+1 3 1 +02+1 3 1 +03 +1 3 1 +C3+1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 3• 1 +C2 +1 3 1 +03 +1 3 1 +q +1 3 1 +C2 +1 3 1 +03+1. 3 53125 x 38,375 48.000 50.625 54.000 ' 80.000 63.000 1 +02 +1 2 1 +02+1 ' 2 1 +02 +1 2 1 +02 +1 2 1 +C2 +1, 2 1 +C2 +1 2 { 2+c3 +2 l 3 Imo- ANCHOR QUANTITY PER JAMB 1 +C2 +1 3 1 +02 +1 3 1 +03+1 3 1 +02+1 3 1 +C2+1 3 1 +03+1 3 1 HEAD AND SILL ANCHOR QUANTITIES 1 +C2 +1 1+C3 +1 3 3 1+C2 +1 1+02 +1 3 3 1 +C3 +1 1 +C3+1 3 3 1 +C2 +1 1 +0.3+1 3 3 1 +02 +1 1 +02 +1 3 . 3 1 +03+1 1 +03+1 3 3 A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL (3' MIN. 0.C. ANCHOR SPACING) 1 +C3+1 4 1 +C2 +1 3 1 +03 +1 3 1 +C3 +1 4 1 +C2 +1 3 1+03 +1 3 1 +03+1 4 1 +q +1 3 1 +04 +1 3 1 +03+1 4 1+C3+1 3' 1 +C4 +1 3 60.000 x 38.375 48.000 50.825 54.000 60.000 63.000 1 +C2 +1 3 1 +02 +1 2 2 +02 +2 2 1 +02 +1 3 1 +02 +1 2 2 +02 +2 2 1 +02 +1 3 1 +C2 +1 3 2 +03 +2 3 1 +02 +1 3 1 +C2 +1 3 2 +03 +2 3 1 +03+1 3 1 +02 +1 3 2 +03+2 3 1 +03+1 3 1+02 +1 3 2 +03+2 3 j 183/4'MAX. --*-1 -3• MIN 1 +C3 +1 4 1 +C2 +1 3 2 +C3+2 3 1 +q +1 4 1 +C2 +1 3 2 +03+2 3 PROtx7rerEVISED 3 � ; ;,� tciLh tir Florida as A eeept sl e No . • 5 , �Q 1 +C3 +1 4 1 +q +1 3 2 +C4 +2 4. 1 +q +1 4 1 +C3 +1 3 2 +C4 +2 4 . 9• REF. o 1 +q +1 4 1+03+1 3 2 +04 +2 4 1 +03+1 4 1 +03 +1 3 2+04 +2 4 86.000 x 38.375 48.000 625 000 80.000 000 2 +C2 +2 3 1 +C2 +1 2 2 +C2 +2 3 2 +02 +2 3 1 +C2 +1 2 2+02 +2 3 MTG. RAIL - EXAMPLE CLUSTER WI QTY, OF (3) ANCHORS 2+C2+2 4 1 +02+1 3 2 +C3+2 3 2 +02 +2 4 1 +02 +1 3 2+03 +2 3 2+1 4 1 +( 3 2 +( 3 2 +0 4 1 +02 +1 .3 Z +P +2 3 (SHOWN IN TABLE KEY ABOVE) FxpEari'"Dato [� '/ 2+( 4 1+( 3 2 +( 4 2 +1 ! 4 1 +C2 +1 . 3 2 +q +2 4 Ey IP 14 i / %. t , 'f • 9 M' Dada Product ' D inn 2 +1 4 1 +1 3 2 +1 4 2 +1 ! 4 1+03 +1 3 2 +C4 +2 4 1 +1 4 1+1 3 2 +1 4 2+ ! 4 1 +03 +1 3 2 +04 +2 4 18 314• MAX 1 1f2' 74.000 x 38.375 48.000 5 0.625 54 .000 60.000 63.000 2 +02 +2 3 2+C2 +2 2 2 +C2 +2 3 2 +02 +2 3 2 +C2 +2 2 2 +C2 +2 3 j 2+C3 +3' - - - - 2 +C3 +; - 2 +C3+2 2 +02 +2 - 2 +C3+2 . 9' REF, Q'/ oT �� Robert L Clark P.E. PE 999712 Structural 2 +03+; 2 +C 3 +: 2 +03 +: 2 +C2 +: 2 +03 + 2 +03 +2 2 +C4 + 2 +03 +; 2 +C4 +; 2 +C3 +; 2 +C3+; z +q +' &asELECTVALUESDUETOANCHORCAP. , 2 +04 +; 2 +04 +; 2+ .,' 2 +C4 +; Mc +' 2 +C3 +; � • MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS 04; 2+04+3 F. K. 4/16D7 CHG. TABLEST0 � � Vir7 Bettor ANCHORAGE SP ACING,OXANDXOWINDOWS , reader FA aC lo/17N8 1070 REVISE ANCHORAGE FORMAT, HEAD&SULCLUSTERS r+aro uns.R 7s ALUM HORIZONTAL ROLLER WINDOW, IMPACT . Road F.K o.." er F.K. Ws: 5/13/78 one 2/16%06 ADD SPACE DIMENSIONS TO GLASS TYPES G THRU PA. BOX 1529 tiOXOMIS, FL31274 mee .n. 1 g " ' 6pj HR718 N7S ' 10 0 11 Rie 4127 -10 C • • • • 1x WOQe BUV, • NOTI3 • ••• ••• • • • • • • • • • •• •• • • • • _.- • • • • • ti t a w000 ANCHOR, NOTE 2 1/4* . MAX SHIM r• inpiparg: 1!4' SHIM • • • ••• 1 3/B' MIN. • • NOTE 1,4* • • •• • • • • • • 0 • • a4TAl A • • •' ` 2 N E FRAME HEA •`t 0 • • 1 " MAX SHIM —►I CONCRETE ANCHOR. NOTE 1 2x WOOD BUCK, NOTE 3 ' Ix OD BUCK, NOTE 3 DETAIL E TYPICAL GE FRAME JAMB h 114' 1 V4" MIN. (1.5 KSI CMU) • •-,< OR • PER NOTE 't (3.4 KSI CONC j DETAIL F 13/4' EXTER • °• MIN. EA (H & SILL D 1 INTE (JAMB D ?> CONCREiS• ANCHOR oT CONCRETE ANCHOR. NOTE 1 k wa3,- 9e.: fK 4/15+07 F.K. 10/17108 F.K. 5/12108 �..•e9n' n,m F.K. 2126108 'icebox C 2 A J.J. • i� • I 11,f4•SIIN•SX6. N.3.4KST • • CONCRETE • • 114" I MAX. SHIM • WOOD BUCK, NOTE 3 DETAIL B \\sk................zy • .� .•NOTE 1 A , y - 13.14' MIN. AT MIN. 3.4 Al ED.TYR' CONCRETE 2x WOOD DETAIL C BUC ( DETAIL D NOTE PICA` FLA E SILL SECTIONS E NOTES 1 a 2 REGARDING TRIMFIT HD. & EMBEDMENT. ADO I.F. FRAME. CHG. NOTES TO FBC, CURRENT EDI77GN• REVISE EDGE OIST. , EMBEDMENT& SHT. REFERENCES ADD NOTE 5. 3123106 I MAX. SHIM 1 3/8" MIN. WOOD ANCHOR NOTE 2 114' MAX SHIM 318' MIN. 0,91OL0GYORM NOKOMIS, FL 75 P.O. BOX 1029 I IKOMIS. F1.34274 NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 114" ELCO L. TAPCONS EMBEDED 1 318' MIN. OR 114' SS4 CRETE -FLEX EMBEDED 1 3/4• MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 13/4'. FLATHEAD ANCHORS MUST BE 412 TRIMFIT HEAD. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY. USE #12 STEEL SCREWS (G5) OR 114' SS4 CRETE -FLEX WITH #12 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS lx ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2'. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 112" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6083 -T5 AND A MINIMUM OF 118' THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE, CURRENT R LS E, F &1) RIOR INTERIOR AILS A, B, C, PcI Visibly &Mar DETAIL H (HEAD NAILtNO .131 DIA. MIN. x 2112' NAIL AT CORNERS AND 6" O.C. TYPICAL DETAILS G, H & L ANCHORAGE DETAILS DETAIL q(SILL•) DETAILI (JAMB) TYPICAL INTEGRAL FIN 'FRAME SECTIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR710 Sealet Half norm s 11 . 11 4127 -10 �� . •• „,' Flatida Ae•r.vvr•.aNaa E;• uctian Dan • ,i. Pmduu ay .D4 // • MIAMI-D3 COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ), This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve• the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, B ildin • Code. DESC • 1' ON: Series CQ PW -701 "_ Aluminum Fixed Window -LMI APPROVAL DOCUMENT: Drawing No. 4259-4, titled "Aluminum Picture Window, Impact", sheets 1 through 12 of 12, prepared by manufacturer, dated 7/14/03 and last revised revision "B" on dated 4/4/07, signed and .sealed by Robert L. Clark, P.E., bearing the Miami-Dade County. Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant 1. Max DLO =Width-3.75" and for The Annealed glass to be on exterior side of laminate. 2. Max. comer distance for anchors is 8.5", except Hexagon & Octagon corner dist not to exceed 3". Max. comer distance for Nail (Integral Fin Frarne) into wood substrate is 1". and max. OC spacing is 5". 3. The anchor installation shown is applicable without geographical limitation. -; LABELING: Each unit shall bdar al)ermanent label .with the manufacturer's name or logo, city, state arid followin&s,tatement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. • REINdWea, of thi%?..1.0Alshall be considered after a renewal application has been filed and there has been no „ • changeVnetht,appliclblnuilding code negatively affecting the performance of this product. • • TERMBIATION qf,ttj4 VOA will occur after the expiration date or if there has been a revision or change in the • • • staterials, usgpand/or•raasufacture of the product or process. Misuse of this NOA as an endorsement of any ker'sales, actoorksing or any other ptuposes shall automatically terminate this NOA. Failure to complY • • • •Anth anyceitlien of tiiisel shall be cause for termination and removal of NOA. • . ADVERTISEMENr: NOA number preceded by the words Miami-Dade County, Florida, and followed by • • tile expiration ilate ararbe Visplayed in advertising literature. rf any portion of the NOA is displayed, then it shall :*°' INSPECRON: A cOpYfoetthis entire NOA shall be proVided to the user by the manufacturer or its distributors and shall' betvailable for inspection at the job site at the request of the Building Official. This NOA renews NOA # 07-0418.06 coniists of this page 1 and evidence sheet E-1 as well as approval document mentioned above. The submitted documentation was reviewed by 'shag I. Chanda, P.E. MIAMI-DADE COUNTY APPROVED MIAMI -DADE COUNTY, FLORIDA ' MEIRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.mia midad e.aov/b uildtn acod e . NOA No 08- 1112.10 Expiration Date: February 19, 2014 Approval Date: January 08, 2009 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 07- 0418.06) 1. Manufacturer's die drawings and sections. 2. Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact ", sheets 1 through 12 of 12, prepared by manufacturer, dated 7/14/03 and last revised revision `B" on dated 4/4/07, signed and sealed by Robert L. Clark, P.E. B. TESTS (transferred from file # 07 0418.06) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Water Infiltration resistant Test 3) Uniform Static Air Pressure Test, Loading per FBC TAS 202 - 94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of alum. Fixed windows of various shapes, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3835, dated 07/18/03 and test report FTL -3850, dated 07/31/03, both signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Anchor verification, comparative and structural analysis dated 04/13/2007, prepared, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies w/ ASTME -1300 -02/04 D. QUALITY ASSURANCE 1. Miami Dade /Building Code Compliance Office (BCCO). • F. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for the "Saflex IIIG Clear or colored Interlayer", expiring on 05/21/11. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB ", expiring on 12/11/2010. E'. • •TATEMENTS ••••i. . State!nent letter of code compliance, "No change from previous approval and "No • ; • • • • • • ; i d interest ", dated 11-06-08 signed and sealed by Robert L. Clark, P. E. 2. •Staxement letter of Lab compliance, as a part of above referenced test reports • • • •• •••• F. OTHER••• ' • • • • i Thx " renews NOA # 07- 0418.06 expires on February 19, 2009. • • • • • • • • • • • • • . • .... • .. •..• E -1 ke-Aietc 1. Lip , 1,4.L Ishaq 1. Chanda, P. E. Product Control Examiner NOA No 08- 1112.10 Expiration Date: February 19, 2014 Approval Date: January 08, 2009 • ••• • • ••• • • • •• •• • • • • •• • • • • • • • • • • • • • .1\1O2 - ES: L elViISS1'LE WINDOWS 1. GLAZING OPTIONS: O. 7/16" LAMINATED GLASO COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED • • � .•. • 4.7/'I'6" LYMI ED GLAS§ COIiPRISED OF (2) CITES OF 3/16" HEAT STRENGTHENED GLASS GLASS WITH AN .090 • • • INTE' } F.R.tsF DUPONT BOTACITE 01 IA EX KEEPSAFE MAXIMUM PVB. 1/16" V . • • i OF(1)UTEO 3 LAMINATED GLASS WHICH IS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT • . 110. W IZ * (. CIAS OO D OF 1) LITE OF / HEAT STRENGTHENED S GLAS8 A 716" AIRSPACE AND 7/16" • • Lp MINNA� D GCAIS NCH 1S COMPRISED OF (2) CITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER • • • •Q1 DGPONT OUTACKE aFeSAFLEX KEEPSAFE MAXIMUM PVB. 2. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 2) A A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 7/16" 3. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION. FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. 4. SHUTTER REQUIREMENT: NONE REQUIRED 5. NARROW JOINT SEALANT IS USED ON AU.. FOUR CORNERS OF THE FRAME. 6. REFERENCES: TEST REPORTS, FTL 3635 & FTL -3850 ELCO TEXTRON NOA: 04- 0721.01, 03-0225.05 ANSI/AF &PA NDS -2001 FOR W000 CONSTRUCTION ADM -20005 LUMINUM DESIGN MANUAL • 7. THIS PRODUCT HAS BEEN DESIGNED &TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT ® EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). $...d etr Mfg a..+.u.e R.."ra" Ode R.vWO"n F.X. 4/4/07 8 NOM 3. ADD REFERENCES TO NOTE 6 Alga ADD NOTE T. Ikeda,: PPE N«6bn" FA 12/1&V3 A REDUCE ANCHOR SPACING u...ae o a brmaar tax I Fit 7/14423 CHG. NOTE 2 TO REF, ASTM E 1300 -02ANb REVISEANCNONAGE 1070 TECHNOLOGY DRIVE NOKOWS,FL3427d P.a Bqx f629 NOI CMIS FL 34274 N OOTES & TABLE OF CONTENTS ALUMINUM PICTURE WINDOW, IMPACT Visit* Better Fau701 IJTS `1 d 12 r 4259 4 NOA DRAWING TABLE OF CONTENT SHEET GENERAL NOTES 1 GLAZING DETAILS 2 ELEVATIONS. FLANGED 3 ELEVATIONS. INTEGRAL FIN 4 DESIGN PRESSURES FLANGED 5 DESIGN PRESSURES FINNED 6 SECTIONS, FLANGED 7 CORNER ASS'Y, FLANGED 7 SECTIONS, INTEGRAL FIN 8 CORNER ASS'Y, INTEGRAL FIN 6 EXTRUSION PROFILES 9 PARTS UST 9 ANCHORAGE. 10- PRODUCT RENEWED es c"wpaleg with We Florida Balding Code Amptanee No (1Z E=pkatko 0 nobs 2/ 51 td Division PRODUCT NfiVLSED t►e F m oIipbi E •uh Florid* Be4Ung Code Acup nct No D — ",:, : O6 ,„ .:... Data Bobcat L perk P.E. PE 139712 Structure/ Arad DD _ aloe • AMfi7 17.45/03 ff-1 ,,,�� N'TECHN.>OGYDR P.O. BOX 162 NOXOMA9. FLNld'4 � --. Devote. GLAZING DETAILS _ �j d, Rohm L. Os*. NO NO CHANGE *." ALUMINUM PICTURE WINDOW, IMPACT CNA(JGE TH1.43 /¢ET • .D F K ono 77/14/03 47/14/03 tha w ST D.ae Vbtbb Be. s"""" r de seeve W".0 w sno PW y0t I Fit! 2 s 12 4259 4 B PE fKilTtz Sisuctural ••• • • • ••• • • •• •• • • • •• • • • • • • • • • • • • • ••• • ev • • • • • • • • • ••• • • • • • ••. • • • • • •• • • • • • • • • • • ••• • • • • • • • • ••• •• • 3/16" ANNEALED OR HEAT • S REE1rf ltkIZ 3 AiS • • • • • • • • ••• • • • • • • • • ••• • • • . • • • • • • • • 0 • • .-•— 7116" LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) 11116" NOM GLASS BITE 11/16" NOM GLASS BITE 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7116" AIR SPACE 3/16" HEAT STRENGTHENED GLASS OUT UTSIDE 1 1/16" LAMI GLASS NOMINAL 7/16 LAM) GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS 1 1116" LAMI 1.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) PRODUCT RENEWED ~ Ba ud n Cock with au , E xpira ti o n D m PRODUCTREVLSED m tomplyIDQ *Ilk UN Florida •natal Cock ADccpfsate N. — Etp4gtb. Date r..aD.t co.uof O(, o ••• • • • ••• • • • •• • • r • • • ••••• • • • ••• • • • . • • • • • • • • ••• • • • • • A • • • • •• • • • • • • • • • • • ••• •• ••• • • • •• • • • • •• ••• •• • • • • • M IlX. SIZE --• 6r�' BETWEEN FLATS OR MAX. AREA = 21.65 SQ. FT. FAN MAX. SIZE = 96" X 47" OR MAX AREA = 24.47 SQ. FT. 410 FULL CIRCLE OCTAGON QUARTER CIRCLE MAX SIZE = 60" DIA. MAX. SIZE = 60° BETWEEN FLATS MAX SIZE = 68" X 68" OR MAX. AREA = 19.63 SQ. N. OR MAX. AREA = 20.71 SQ. FT. OR MAX AREA = 25.22 SO. FT. ARCH. MAX. SIZE = 48° X 96" OR MAX AREA = 30.28 SQ. FT. EYEBROW MAX SIZE =.•° OR MAX. HALF CIRCLE MAX. SIZE = 96' X 48' OR MAX. AREA = 25.13 SQ. 48" MAX. NOTE: A FOR ANCHORAGE INFORMATION SEE SHEETS 10 THR 31.99 SQ. FT. 96" MAX 92 114" MAX. DLO RECTANGLE MAX SIZE = 48" X 96" OR MAX AREA = 32.00 SQ. FT. ELLIPTICAL MAX SIZE = 96" X 47" OR MAX. AREA = 31.99 SQ. FT. 44 1/4" MAX. DLO RAPEZOID MAX. SIZE = 48" X 96" OR MAX. AREA = 31.99 SQ. FT. PRODUCT RENEWED u ceelpb1i t WRY the FI6rW Bairns teepeceaa w 13 2„ Amepaee l y E=pl baee No 2 ICJ By IHbd Dirt** PRODUCT REVISED as e°mptylaa wish 11e Be11Aa Bolan Code Acceptance Ne &Sada ate R.rd Dy R.rW ey. F.K F.K. Dow Ng F.K. D.a Dew Usk 12/15/03 114V3 r 8 A a.a"aex UPDATE ANCHORAGE NOTE NO CHANGE THIS SHEET DNe I 1070 TECHNOLOGY DRIVE NOKOMIS, F1.34275 P. 1828 NOK R , FL 34774 PcT Vidb& Batter FLANGED ELEVATIONS Tar ALUMINUM PICTURE WINDOW, IMPACT e.".rw t PW.701 I NIS 13 .12 I m. 4259 -4 111 Robe t L cle4. P.E. PE 538712 Structural ••• • • • •• • • • • • • •. • • ••• • • • • •• • • • ••• ••• • • ••• • • • •• • • • • • ••• • • •• • • • •• •• • • • ••• • • • • • • • • • •• • • • • • • • • • • .• • • 13E ON • •MAX. e[ZE = 60" BETWEEN FLATS OR MAX AREA = 21.65 SQ. FT. FAN MAX. SIZE = 96" X 47" OR MAX. AREA = 24.47 SQ. FT. Bawler n°c per D. Fx 4/407 Arekne A Chew/ And D r tc 12n5/03 trams); O. F.K. 7/14/03 HALF CIRCLE MAX. SIZE = 96" X 48" OR MAX AREA = 25.13 SQ. FT. Iladabran Rerfsbna 9 FULL CIRCLE MAX. SIZE = 60" DIA. OR MAX. AREA = 19.63 SQ. FT. A 501/4" FRAME O.D. 48" MAX NOTE: FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. ADO FRAME OA. DIMFNSIONSAND UPDATE ANCHORAGE NOTE NO CHANGETH19 SHEET EYEBROW MAX. SIZE = 96" X 48" OR MAX. AREA = 31.99 SQ. FT. A 98114° FRAME 0.D. 1 96" MAX. OCTAGON MAX SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. 93 1/4" MAX. DLO RECTANGLE MAX SIZE =48 "X96" OR MAX. AREA = 32.00 SQ. FT. Inn TECHNOLOGY DRI E NOXQMlS, tL 30273 P.O SQX 1529 NOKOMIS, Visibly Better ELLIPTICAL MAX. SIZE = 96" X 47" OR MAX. AREA = 31.99 SQ. FT. 451/4" MAX. DLO QUARTER CIRCLE MAX. SIZE = 68" X 68" OR MAX AREA = 25.22 SQ. FT. TRAPEZOID MAX. SIZE =48 "X96" OR MAX AREA = 31.99 SQ. FT. INTEGRAL FIN ELEVATIONS tree ALUMINUM PICTURE WINDOW, IMPACT Bd•hbt PW.7O1 NTS levet room 4 d 12 4259 -4 ARCH. MAX SIZE = 48" X 98" OR MAX. AREA = 30.28 SQ. FT. PRODUCT RENEWER et wog** with the Reading ° Merida Acapuees tie - 1 12.1 0 Eipinth• Ora AI By Medea PRODUCT .•: aK: ? a a.mplyl"a with the Maid* Wiling Cade Aascptse a Ns O Rau i/f . _ • >'Crs�_ P1edoltCe2 3 04 6ng �/ Robert L Clerk, P£ PE 1139712 Structural AREA 18.41 SQ.FT. 21.96 SQ.FT. 25.51 SQ.FT. 29.06 SQ,FT. 30.03 SQ,FT. 31.00 SQ.FT. 96.000 A +80.0 -80.0 +80.0 . -80.0 +71.9 -71.9 +63.0 -63.0 +61.5 -61.5 +60.0 -60.0 C +80.0 -ao.o +80.0 • . -So.o +80.0 -80.0 +71.2 -71.2 +69.5 -69.5 +67.8 -67.8 13,1a +80.0 -80.o +80.0 -80.0 +80.0 -80,0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 19.00 SQ.FT. 22.67 SQ.FT. 26.33 SQ.FT. 30.00 SQ.FT. 31.00 SQ.FT. 32.00 SQ.FT. .•. • • • • • • • • • ••• • • • • • •• • • • • • • • • • • ••s • •• ••• • • • •• • • • • . • ••. • • • •• • • •. �AB�P 0 SIGN PVEISURES, FLANGED WINDOWS (DIMENSIONS ARE TIP TO TIP) • • OLAS� tES: 1 7/16" LAMINATED GLASS (3/16 "A .090, 3/16HS) • • • • • S, .090, 16� 16HS, 7/16" SPACE, 7/16" IAMI (3116A, .090, 3/16" HS) : 11. D. 4/16" LAN 1.G„ 3/16HS, 7/16" SPACE, 7116" LAMI (3/16HS, .090, 3116" HS) FTL -3835 FTL- -3835 FTL -3850 FTL -3850 WINDO% C7lA$t "XVII& TVA.. 49.000 1 A,B,C,D AREA • iO4 3,c D • 4 , 1 : 0 • :AEA ' 0/ rA,8,0!D AREA A ,B.C, AREA +80.0 ` - 80.0 17.97 SQ.FT. 71.000 A,B,C,D AREA +80,0 -80.0 19.48 SQ.FT. 76.500 A B,C,D AREA 82.000 AREA 87.500 per . K w. , d ar. For msroor F.K • 480.0 I -80.0 A B,C,D A c B,D AREA A 93.000 C B,D a.. 7 12/1Sro3 7H4/03 A O "nY -rte • •• 28. WINDOW "Y" DIMENSION +80.0 I -80.0 9.70 SQ.FT. • 44 I - 80.0 10.79 SQ.FT. 11.88 SQ.FT. +B0.0 1 -80.01 12,96 SQ - FT. +80.0 -80.0 14.05 SQ.FT. +80.0 +80.0 +80.0 +60.0 +80.0 +80.0 +80.0 +80.0 -80.0 -80.0 15.14 SQ.FT. -80.0 -80.0 16.23 SQ.FT. -80.0 -80.0 -80.0 17.32 SQ.FT. +80.0 1 -80.0 +80.0 1 -80.0 -80.0 34.000 +80.0 +80.0 +80.0 +80.0 +80.0 -80.0 11.57 SQ.FT. +80.0 I -80.0 12.87 SQ.FT. +80.0 I -80.0 14.17 SQ.FT. +80.0 I - 80.0 15.47 SQ.FT. +80.0 -80.0 16.76 SQ.FT. +80.0 I -80.0 +80.0 -80.0 18.06 SQ.FT. +80.0 -80.0 +80.0 -80.0 19.36 SQ.FT. -80.0 -80.0 -80.0 20.66 SQ.FT. +80.0 1 -80.0 +80.0 1 -80.0 -80.0 UPDATE DESIGN PRESSURES PERA37M E1300-02 AND NOTES. CLEW UP TABLE 1 OESCPoP7IONAND HEADINGS. CRANGE NO7E 1 ANCHORING W17111912 SCREWS Poo 39.500 +80,0 1 -80.0 13.44 SQ.FT. +80.0 I -80.0 14.95 SQ.FT. +80.0 I -80.0 16.46 SQ.FT. +80.0 +80.0 +80.0 +80.0 +78.0 +80.0 +80.0 +80.0 -80.0 -80.0 20.98 SQ.FT. -80.0 -80.0 22.49 SQ.FT. -78.0 -80.0 -80.0 24.00 SQ.FT. +74.0 1 -74.0 -80.0 1070 TECHNOLOGY DEW NOXOA03, 8.34275 P.O. HEY( 1629 NCXQMIS, 0.34274 45.000 +80.0 ` -80.0 15.31 SQ.FT. +80.0 I -80,0 17.03 SQ.FT: +80.0 I -80.0 18.75 SQ.FT. +80.0 I -80.0 20.47 SQ.FT. +80.0 -80.0 22.19 SQ.FT. +79.3 +80.0 23.91 SQ.FT. +74.5 +80.0 25.63 SQ.FT. +70.0 +79.1 +80.0 +80.0 -79.3 -80.0 -74.5 -80.0 -70.0 79.1 -80.0 27.34 SQ.FT. +65,5 1 -65.5 +74.0 1 -74.0 -80,0 ,y Visibly Bever 46.500 +80.0 1 -80.0 15.82 SQ.FT. +80.0 _ 1 -80.0 17.60 SQ.FT. +80.0 1 - 80.0 19.38 SQ.FT. +80.0 I -80.0 21.15 SQ.FT. +80,0 -80.0 22.93 SQ.FT. +78.0 +80.0 24.70 SQ.FT, +73.1 +80.0 +68.4 +77.3 +80.0 -78.0 -80.0 -73.1 -80.0 26.48 SQ.FT. -68.4 77.3 -80.0 28.26 SQ.FT. +63.9 -63.9 +72.2 -72.2 +80,0 a.dx I N7u -80,0 48.000 +80.0 I -80.0 16.33 SQ.FT. +80.0 I -80.0 18.17 SQ.FT. +80.0 1 - 80.0 20.00 SQ.FT. +80.0 1 -80.0 21.83 SQ.FT. +80.0 -80.0 23.67 SQ.FT. +76.8 +80,0 25.50 SQ.FT. +71.8 +80.0 +67.0 +75.8 +80.0 +80.0 too 5 - 12 -76.8 -80.0 -71.8 -80.0 27.33 SQ.FT. -67.0 -75.8 -80.0 29.17 SQ.FT. +62.4 1 -62.4 +70.5 I -70.5 -80.0 NOTES: & 1. ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 1. 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE USTED IN TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST RECTANGULAR SIZE IN TABLE 1, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 3. SEE SHEET 10 THROUGH 12 FOR ANCHORAGE INFORMATION. FLANGED UNIT DESIGN PRESSURES ALUMINUM PICTURE WINDOW, IMPACT 4259-4 ` B • PRODUCT RENEWED u complying with the Florida Bolding Code No Ecpin�+e Dote � J9 Tn14 . ist4 • PR9DUCTitEYLSED n coptyie2with Do Florida Aeaplence No . - ._ . G. ■... Diu ;.5gL, .r 11/.. . �. Pr.dnM Co.tred AP o� PE Robe.tL P.E fi49712 Struduret • • • • • O0411 • • •• •• • • • • • • • • • ••• • • • • •• • • • • • • • • • • • ••• •• ••• • • • • • • • • •• ••• A!212. DSSIG PRE SURES, INTEGRAL FIN WINDOWS (SIZES ARE BUCK DIMENSIONS) • (3LA66•TYPES: At 7/16" LAMINATED GLASS (3/16"A, .090, 3/16H8) B. 7/16" LAMINATED GLASS (3/16"HS, .090, 3/16HS) • • • • C. j 1/16" LAMI LG., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) • • • • • • • Et 13!16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16HS, .090, 3/16" HS) • • N NDOV! • GLASS, • "C:DIMIr a TYPE' 49.000 A,B,C,D • • •g471511 h_Aw6 • • ! • 3A13E/ :60:000 • f A IB,C,D AREA 65.500 I A,B,C,D AREA 71.000 I A,B,C,D AREA 76.500 AREA 82.000 87.500 93.000 A B,C,D A B,C,D. AREA A C B,D AREA • • • • WINDOW "Y" DIMENSION • 28.500 34.000 39.500 45.000 46.500 48.000 • 9.70 SQ.FT. 11.57 SQ.FT. 13.44 SQ.FT. 15.31 SQ.FT. 15.82 SQ.FT. 16.33 SQ.FT. +80.0 I -80.0 +80.0 I -60.0 +80.0 1 -80.0 +80.0 I -60.0 +80.0 I -80.0 *80.0 I -80.0 ,,.+80.0 I -80.0 +80.0 I -80.0 +80.0 I -60.0 +80.0 I -80.0 +80.0 -80.0 +83,0 -83.0 10.79 SQ.FT. 12.87 SQ.FT. 14.95 SQ.FT. 17.03 SQ.FT. 17.60 SQ.FT. 18.17 SQ.FT. • • +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 11.88 SQ.FT. 14.17 SQ.FT. 16.46 SQ.FT. +80.0 I -80.0 +60.0 I -80.0 +80.0 1 -80.0 '12.96 SQ.FT. 15.47 SQ.FT. 17.97 SQ.FT, +80.0 I -80.0 +80.0 I -80.0 +80,0 I -80.0 14.05 SQ.FT. 16.76 SQ.FT. 19.48 SQ.FT. +80.0 +80.0 15.14 SQ.FT. 18.06 SQ.FT. 20.98 SQ.FT. +80.0 +80.0 16.23 SQ.FT. 19.36 SQ.FT. 22.49 SQ.FT. +80.0 +80.0 +80.0 A +80.0 C +80.0 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 . +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80,0 -80.0 +80,0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.0 -80.0 +80.0 -80.0 +80.0 -80.0 +74,0 -80.0 +80.0 -80.0 +80,0 -80.0 -80.0 -80.0 -80.0 -78.0 -80.0 -80.0 ReMax Dane Ra,6tas R.,d sr FJC 0 u d.w"r 8 UPDATE DESIGN PRESSURES PEN AS7M E 1300-02 AND NOTES. CLEAN UP TA8LE2 DESCRIPTION AND HEADINGS. O1O 1ECIWOWGrDRIVE NOXOMI$ FL34278 RM19x Oka ra.wa,c FJC 12/!5/83 • A CHANGE NOTE I ANCHORING Will SH2 SCREWS wedgy mar 3.ndey? acre FJC 7H4/03 P.O. BOX1529 NOXOMlS. FL 34274 +80.0 I -80.0 18.75 SQ.FT. +80.o 1 -80.0 20.47 SQ.FT. +80,0 1 -80.0 22.19 SQ.FT. +79.3 +80.0 +74.5 +80.0 +70.0 +79,1 +80.0 • -74.0 +65,5 -80.0 +74.0 -80.0 +80.0 -79.3 -80.0 23.91 SQ.FT. -74.5 -80.0 25.63 SQ.FT. -70.0 -79.1 -80.0 _ri Visibly Better +80.0 I -80.0 +80.0 I -80.0 19.38 SQ.FT. 20.00 SQ.FT. +80.0 1 .80.0 +80.0 1 430.0 21.15 SQ.FT. 21.83 SQ.FT, +80.0 I -80.0 +80.0 I -80.0 22.93 SQ.FT. 23.67 SQ.FT. +78.0 +80.0 24.70 SQ.FT. 25.50 SQ.FT. +73.1 +80.0 28.48 SQ.FT. 27.33 SQ.FT. +68.4 +77.3 +80.0 -65.5 +63.9 -74.0 +72.2 -80.0 +80.0 -73.1 +71.8 -78.0 +76.8 -80.0 +80.0 -80.0 +80.0 -68.4 +67,0 -77,3 +75.8 -80.0 +80.0 -63.9 +62.4 -72.2 +70.5 -80.0 +80.0 - rs +e .m. PW.701 I ro NTS 6 , e 12 FTL -3835 FTL-3835 FTL -3850 F7L -3850 -76.8 -80.0 -71.8 -80.0 -67.0 -75.8 -80,0 17.32 SQ.FT, 20.66 SQ.FT. 24.00 SQ.FT. 27.34 SQ.FT. 28.26 SQ.FT. 29.17 SQ.FT. AREA 18.41 SQ.FT. 21.96 SQ.FT. 25.51 SQ.FT. 29.06 SQ.FT. 30.03 SQ.FT. 31.00 SQ.FT. -62.4 -70.5 -80.0 96.000 A C +80.0 +80.0 -80.0 -80.0 +80.0 +80.0 .80.0 -80.0 +71.9 +80.0 -71.9 -80.0 +63.0 +71.2 -63,0 -71.2 +61.5 +69.5 -61.5 -69.5 +60.0 +67.8 -60.0 -67.8 B,D +80.0 -80.0 +80.0 -80.0 +80:0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 19.00 SQ.FT. 22.67 SQ.FT 26.33 SQ.FT. 30.00 SQ.FT. 31.00 SQ.FT. 3200 SQ.FT. NOTES: 1. ALL MAXIMUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 2. 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE USTED IN TABLE 2, OR TO THE PRESSURE FOR THE SMALLEST SQUARE OR RECTANGULAR SIZE IN TABLE 2, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FR-WITHIN. 3. INSTALLATION WITH NAILS 18 THROUGH THE INTEGRAL FIN AS SHOWN ON SHEET 10. INSTALLATION WITH OTHER FASTENER TYPES ARE THROUGH THE FRAME. SEE ANCHORAGE DETAILS ON SHEETS 10 AND 11. INTEGRAL RN UNIT DESIGN PRESSURES ran ALUMINUM PICTURE WINDOW, IMPACT 4259-4 PRODUCT RENEWED as complying with the Florida Balding Code Acceptant Na O Eapi s"n Data 7 n(L A . By Miami Bade Bielsko. PRODUCTREVISFD as complying win ule ILrMa S>4 Coda NG F•p4atkc Dalt / "7/'; jj Robert Clads P.E. PE 639712 Slntddtal Rn.dBF 115 �g .. Tom rrcxxntooynwvF NONOMf3. Fl. 94778 P.O. B OX um r 4010344 4 9 , N. 94274 Vitt* Better O.+p—'4."' SECTIONS & CORNER ASSY, FLANGED la .aex FA NO CHANGE 7711S SHEET Tetl ALUMINUM PICTURE WINDOW, IMPACT �� Ro bedL Chun. P.E. w.,d97. F.K. HO CHANGE THIS SHEET "*".'Ai 6N �BAK e..NVw a..� MNM S ' AL 1 7 a 12 S 4259 -4 113 s E , I2 b...,,,, FK � N w D � GE .. • • • • • • •• •• •• ••• • • • •• •• • • • -' • • • e • • • • • • • e .•0 • • • • • • , • • ••• • • • •.• • • •• • • • •• • • • • .•• ••0 •• • • • • ' • •• • • ••• 0 0 0 000@ • • • • • • • • • • ••• • 000 • . • 0 0 0 0 • . ••'. • e • •2784' • ••• �.•• SCREWED CORNER ASS'Y (FLANGE FRAME) OUTSIDE MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (FLANGE FRAME) O L fill ALONG ENTIRE JOINT KEYED CORNER ASS'Y 714147 w (FLANGE FRAME) L.dE. I1I l ALONG ENTIRE JOINT WELDED CORNER ASS'Y (FLANGE FRAME) ALONG ENTIRE JOINT . MAx. WINDOW HEIGHT 0 0 MAX DAYLIGHT OPENING 2.784' INSIDE VERTICAL SECTION (FLANGE FRAME) 0 0 PRODUCT IW*. tiED u complying with the Plorl n Balling Cede AeceptannNa al- IlIZ• !Q Etr1r tIoa 2I f4 By Ikiti , . 1 � �o- A.�. M4al Dade adMt o (- Division PRODUCT REVISER mmpateg wW 6e rkek4 B alaing Code Acceptmes ruin ate • • • • • • •• .. .• • • • •• •• • • • • 9 • • • • • 1 ••• • • e • • • • • II • • • ••• • • • • • ••• • • • • • •0 • • • • • • • • • • • • ••• • •• ••• • • • 0 • • • • • � • • • • • • 1 •?. O • • ••1 ••• • •', •• • • . • • • • • • • • • • • • • • • • • •• • • ••• o o • • • 0 • •• (INTEGRAL FIN FRAME) MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN FRAME) ALONG • ENTIRE JOINT SCREWED CORNER ASS'Y OUTSIDE KEYED CORNER ASS'Y WELD (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT MAX. WINDOW HEIGHT MAX. DAYLIGHT OPENING ----- 2.784• 0 0 0 4 — tr Int INSIDE VERTICAL SECTION (INTEGRAL FIN FRAME) PRODUCT RENEWED as complying with toe Florida B.tdingCode Aaryaaace No'z, Q Eapiralhw Dats z / an / ea,, ty B7 cL � � -k Mani Dade •d<st eo a l' Dhiefoa eRODUCT REVISED ea m " g rhLLe , FiN. Acceptance No letasS, Rwsd 13y: R.na F.K. PIC aanat F.IC Ana Dan 4/4/07 tau 12/13/09 7/04103 Revidans 1n.Wb,c 8 A tnA NO CHANGE 77119 sitar HO CHANGE THIS SHEET Cane 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34274 P.O. BOX 1829 NOKOMIS. FL 34274 Visibly Better SECTIONS, INTEGRAL FIN ALUMINUM PICTURE WINDOW, IMPACT ayr1.e'sa PW•701 HALF tame 8 > 12 4259-4 � 3 �7 Ro L Clark, P.E. PE 839112 Structural .• • • • • • • • • •• • • •. •• • • • • • • • • • •' • • • ••• • • • • • • • • • • • • • • • • • • ••• •• ••• • • • •• • or • • •• ••• • • 1 • 2 • 7 • • • • • • • 8 • • •• 1 1 ..12 • :13; • A4i 15 17 18 20 21 22 WO NO. PART# 4256A 4253 119 • • • • • • • • 4255 4254 •• • • • • • •• 4262 .050" 64256 64253 • • 1,161PQX • • • • • • • 64255 64254 • 6TP247 • 64282 .970" ITEM 10, 7/16 LAMI GLASS BEAD MAIL: 6063 -T5 DWG NO. 4255 DESCRIPTION INTEGRAL FIN FRAME HEAD, SILL & JAMB FLANGED FRAME HEAD, SILL & JAMB #B X 1 QUAD PN SMS STAINLESS STEEL SCHNEE - MOREHEAD SM5504 ACRYL -R NARROW JOINT SEALANT OR EQUAL. 7/16 LAMI GLASS BEAD 1 1/16 LAMI I.G. GLASS BEAD VINYL BULB WEATHERSTRIP (THICK) INSTALLATION FASTENER COVER DOW CORNING 899 GLAZING SEALANT OR EQUIVALENT DOW CORNING 995 SILICONE STRUCTURAL SEALANT, BLACK 7/16" LAMI GLASS: 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7116" AIRSPACE - 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED ARCHITECTURAL CORNER KEY 7/16" LAMI GLASS: 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED MAIL: 6063 -T5 DWG NO. 4254 ITEM 11, 1 1/16 LAMI I.G. GLASS BEAD Nmaer bee A Reed Br F.K m..aBr F.1C tom: anee,c 12/1643 A alebod B7 7,14/03 NO CHANCE THIS SHEET Mix I F.a 119X1520 NOH1M8. F1.34274 Ro..aer Oxe FX A14/77 f *Mime B NO CHANGE THIS SHEET 10701 ECNNOLO0Y DRf VB NOKOMIS, PL 31275 1.875° Visib& Better ITEM 1, INTEGRAL FIN FRAME • MATL:6063 -T5 DWG NO. 4256A t-- .062" 2.784" 2.784" ITEM 2, FLANGED FRAME MAIL: 6063-T5 DWG NO. 4253 Vsocatdot EXTRUSION PROFILES & PARTS LIST one ALUMINUM PICTURE WINDOW, IMPACT BriNnmt bi 8/rc &nee Ma art auw7B1 9 • 12 4259-1 178 2.500° 17tODVC.a a.ixOr 9 u compl iat MI6 ttc Fla+th aaml "• ewe ett�7. - Id Ecpin •loa Da• 7 �q M Lm1 t DI•1C ��:: PRODUCT REVISED •c compt1e with the nod Bd4Ie¢ Cod° D Predate Cad& 06 ••• • • • • •' • • • • • • ••• • • • • • •• • • •• • •.• • • • : •• ••• • • • •• • • • • •• ••• • ••• • • •• • •• ••• • • • • • • ••• • • • •• • • • • • • • • • • • • • • • c3. 1 /4" MAX. • SHIM i 1 3/8" MIN. ®EMBEDMENT D w, • • =: INTEGRAL FIN (SEE NOT 3 .131" DIA. MIN. .. ek ;1:21lATL. • :: � S • • • AND 5 �.e, • • • • . • WOOD B ` OR FRAMING] fins IDV FX INTEGRAL FIN DETAIL Oafs CONCRETE ANCHOR (SEE NOTE 1) 114" MAX. I SHIM w..aer and: itniskrac FK 12NSVS A CHANGE NOTE 1 AND FASTENER SPACING awl er: a.,, imorae,x DSc F.K 7/14103 • . SEE NOTE 1 FOR • EMBEDMENT 4V7 itorbkom B RENSE AND UPDATE ANCHORAGE PER CURRENT F130 SEE NOTE 1 FOR :- ; ; , • . A EMBEDMENT';• v 3.5 KSI MIN. CONCRETE FLANGED DETAIL D (SILL ONLY) NO 1. FOR C• • : ETE APPLICATIONS , USE ONLY MI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS, EMBEDED 1 • 8" MIN., 5/16" ELC • • • NS EMBEDDED 1 3/4" MIN. OR 1/4° SS4 CRETE -F BEDDED 1 3(4" MIN. DISTANCE FROM ANCHOR TO CO EDGE IS 1 3 /4" MIN. �.�ls \ 8 2. FOR WOOD APPLICATIONS USE #12 OR #14 STEEL SC 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE TOT 1 • . _ S 1S L 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME $IM)LAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACINGFOR TAPCONS MAY BE USED. 1070 TECHNOLOGY DRIVE NOItt7M1$, FL 34275 P.O. aar ts29 NOKOMASA F1.34274 WOOD ANCHOR (SEE NOTE 2) A c Vaal, Bauer ..eemt 1/4" MAX. SHIM 1 3/8" MIN. ® EMBEDMENT CK OR 114" 354 CRETE-FLEX. CONCRETE AN (SEE NOTE 1) L 1/4" MAX. SHIM 1x WOOD BUCK (SEE NOTE 3) 3.5 KS1 MIN. CONCRETE FLANGED DETAIL E OR 1.5 KSI MIN. CMU ANCHORAGE - HEAD, SILL AND JAMBS Tee ALUMINUM PICTURE WINDOW, IMPACT 9.ntliatt S.4 IV.. PW -701 1 NTS 10 d 12 FLANGED DETAIL C WooD BUCK (SEE NOTE 3) I w 4259-4 WOOD ANCHOR (SEE NOTE 2) 1/4" MAX. 1 SHIM T PROttut:t Ittnth fU y tompmen6 tha Florida Bolding Code Aaaptanca No Of', -II 12.1 Fipiration Date I Ill Vat t4 By ( AA". 4 e Wand Dale alvbinn ntORUCrREVIS2b acomptyksaitli aCrde = . - • ; :'- • • g rnra, . .Prodob ,. ••• • • •• • • • • • ••• • • • • • •• • • • • • • • • • • • ••• •• •• • • •• ••• • •• • • ••• •• • • ••• • • • • •• •• • • • • • • • ••• 4L4 ANCHOR ON-OENTER DIMENSION BY ANCHOR TYPE -WOOD SUBSTRATE 0 O WIND. 0 a 15.0' 20.0' 25.0' 30.0" 34.0" • "X > 1� �' .. �4 i.,2.,4. 1., 2. DIVA. • • X W X Y X Y X X Y X Y • • • 1 e • • ow' • Q C. WINDOW "Y" DIMENSION 76.5" O.C. .9 • 'C} • C. • • • • •• • • • • • • • 60 3" O.C. 85.5" O.C. 71.0' O.C. 82.0' O.C. 87.5" O.C. 93.0" O.C. 96.0° O.C. V. occr air arc F X 7/14/03 NN 'AI e� N m IPA �i • • • • • • • •,C • • O rr 0 c a I O O O O O r O N ro t?i tt O N O N r r RMdmr 03.46310, 28.5" 1.,2.,4. X Y O N N N N V P N N CV e N- CV o t N S RS O O tO r O r O e0 60 03 0) sr O O O N 0 tvi O CO PI 0 CO co N co Y m O CO 03 O 0 O O 0) 60 N O 0 co CO O CO CO 0 m ° r r N O CO O N -. O 0 O O O co r N 4. X Y O 0 O e O CO CO O 39.5' 1. X Y 69 O O CO NEW SHEET air co O 23 OJ 25 co co 23 O CO m c7 O O O CO 23 O O O 2. X Y co N 0 . 0 CO c s. O O co tra m 23 23 O 03 CO 73 O c0 t23 O ra O m 23 O Cl' O m 25 03 O 23 O P 60 h 0 P O CO 03 O O CO rt O c23 O co 23 O O to O m e23 O 25 0 23 0) O 1070 TECNNOLOOYDRIVE ?1030M,g FL 36275 P.O. 179X 3522 NOKOMIS, F1.34274 45.0' 4. X Y 1. X Y O P N 0 25 co O O 02 v23 CO n 03 O O ((0 co O 2. X Y m N O CV O CD 23 P O O 0 1 N co tD O LV O O V1 P`- •"c4"5 Pai O '" co O O O V O w 4. X Y 0 co O O N O O 0 O 03 03 03 P 46.5' X Y t�0 O co O 25 O 7. co m O co oa e CV m 0! CO PAGT_ V s bb Berre 2. X Y P 0 N 0 O CO CD 23 O 25 N 4. X Y CO 0 • 0) co A O CO O O co O co 03 r n n p �. r r M' P 07 P 48.0' 1. X Y 1"3 O co O CO m co O CO CO n CO a r N C4 N NOTES: 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: MAX. ON - CENTER (O.C.) AND "Y" DIMENSION FROM TABLE 3 (MIN. 21/8" 0.C. CONCRETE SUBSTRATE) MAX. 81/2" FROM CORNERS 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR: _ FIND THE SMALLEST WINDOW size IN TABLE 3 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FR WITHIN AND USE THE ON- CENTER DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 8 1/2" FROM ANY CORNER. a..114: a= p waii . 040 12.4)6nc 4/4/07 B DIM. 2. X Y 23 CO N O C4 CO O cat O O O N • P N N N 4. X Y C4 CO O h 0) O co 7. O O M O co n m O N N C4 N r CO N C4 co n co ANCHORAGE, WOOD SUBSTRATE ALUMINUM PICTURE WINDOW, IMPACT sa-e X 701 I NTS 11 x 12 IarvM. 4259 -3 ANCHOR R TYPES: 1. #12 STEEL SCREW (05) 2. #14 STEEL SCREW (G5) 3. 1/4" ELCO TAPCON 4. 1/4' ELCO SS4 CRETEFLEX 5.5/18' ELCO TAPCON PRODUCT RENEWED 8014034 complying "'B4 the Florida c , Acceptanc No I)17.1Q E(WaUoa Dge 21 i �.` / _. '' a ,�` i BY cs Mod Bade? tem, Robed L 3)a4t, P.E PE 630712 Structural ••• • • • •• •• • • • • • • • ••• • • • • • •• • • • • • • • • • • • ••• •. •• • • • • •• • • • .• •• • • • • • • • •• • • • • • • • iABLE•1. HOC ON LATER DIMENSION BY ANCHOR TYPE - CONCRETE SUBSTRATE • • • • ••• • • WIND. Z a 15 0" 20.0' . 0' 28.5' <.� 3..4.5.3..4..4 3. 4.,5. •DIM. •• X' X X Y X Y • • • . WINDOW "Y' DIMENSION 5419 • • • • • • 65.5" 71.0' 78.5' O.C. • • • • • d.c. O.C. v 0 O.C. 0 C 82.0" O.C. 83.0' 96.0' Amid F.K. 0.48y pan Br FJC 0.4 7/14/03 3. X Y 40 Is CO C 87.5' O.C. co O.C. O.C. r • vie n • • Cs N n n n B..tlac .4 8 0 0"4.487. r co • • • r O (D r2 0 m CO N N • • 0 O 0 0 0 0 0 0 5. X Y 0 r r 39.5' 4. X CO 0 N r 0) C • CO 03 O 01 03 0 0 (0 Fr. O CO O m P) O m 03 40 N 40 es C C (0 CO (0 4.5. X Y c CNI r4 0 0 CO 0 C co N CO P es C4 r r e- r N N C21 3- P N 03 03 0 02 CD 3- CO C C sr 0) CO CO CO CO CO n C co CO to C CO m 03 07 C CO CO CO 0 r 0 co 0 CO r CO r 4A O 30 C 1 03 C C 01 CO CO 30 3. X Y O 0) 00 CO tD 01 03 CO CO CO CO C CO CO CO 03 to C 0) 03 W O O 0 0) CO 03 .0" 4. 5. X Y � W r 0 r 0 C r N CO 03 0) O O 03 O 3. X'Y r r O 01 CO h C CO CO C CO a f` co n C NEWSHEF7 P T 34.0' 4. X Y P r 45 0 r 01 0 (0 01 c�3 0 40 tD 01 O N 0 P r 0 r 0 CO CO C4 es N Ts Its P ro 30 ti n C (0i n n co (0 C C 1070 7EQiNQWoYDRIVE 1031COMI8, F1.34275 PO.8QX1528 NOKOM1S, F1.34274 CD 01 03 30 01 03 CO 01 O 01 O CO O C c0 0) 0) CO a'3 CO O 01 01 0 0 P co O CO 0 0 tO 01 O CO 0 P O P 01 O co 01 01 P) CO m C W 01 0) to 0) C a 01 5. X Y g C r r CO a 0 0 P C 0 CO co r CO 45 r m 0) C 01 0) C 03 01 m C a CO CO 01 0) 01 0) PIGT 17 h Better 3. X Y CO h n W 01 co co m r CO m m CO C co CO tf C es m (0 C 03 0 CO y- CO Ts CO co CO 450" 4. X Y to 0 0 0) M 0 n 03 0) 0 to r 0) 0) O 5. X Y r N a 0 CST 0 CO co tv N 3- 3. X Y m m W co n m m CO 72. C C co m (0 t( 30 C 01 )n C co co 01 co 45 C co 01 m 01 CO CO CO CO CO N C 3. X Y CD n 46.5' 4. X Y CO N C21 CO 0 co 01 0 co O O co (0 0) 03 C ti CO es C21 3- 5. X Y C4 r a 0 T 0 CO PI Cd 0 C CO 07 r n CO 30 m 3- C CO C/3 (D CO C n a 01 (0 co 30 C rs 4. co CO as co co CO 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR: FIND THE SMALLEST WINDOW SIZE IN TABLE 4 WHICH 'THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON-CENTER DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 8 1/2" FRom ANy CORNER. it) Albs &Odom LOIc ANCHORAGE, CONCRETE SUBSTRATE ALUMINUM PICTURE WINDOW, IMPACT 5. co CO CV co T. NOTES: 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: MAX. ON-CENTER (0.C.) *V AND 'r DIMENSION FROM TABLE 4 (mIN. 2 1/8" 0.C. CONCRETE SUBSTRATE) DIM. MAX. 8 1/2" FROM CORNERS ANCHOR 'TYPES: 3. 1/4" ELCO TAPCON 5. 5/16' ELCO TAPCON Int000CT Kr/COVED 0 4110 tht 1 Code Coon*. Doiiitacil PRODUCT REVISED as tomplylog with the norlda DaIdlas Cods hi PR 3139712 suuclool • • . • • 00000 • • • • • • MIAMI•t3ADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations goveming the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, cane Zone. PROVAL DOCUMENT: Drawing No. 6221, titled "1" Heavy Wall, Elevations Aluminum Tube Clipped I ', sheets 1 through 7 of 7, dated 008/00, with last revision on 05/30/06, prepared by PGT Industries, siftl&dand sea{ed•tx tobert L. Clark, P.E., bearing the Miami -Dade County Product Control Renewal Stamp with tie i4 tice of c ep uce number and expiration date by the Miami -Dade County Product Control Division. M "" $SIZE Ima&Ca RATING: Large and Small Missile Impact I�AIB ING: e i ?i unit shall bear a permanent label with the manufacturer's name or logo, city, state and foli8wi� statems p "Miami -Dade County Product Control Approved ", unless otherwise noted herein. • I Ey�AL o f eeiL1TOA shall be considered after a renewal application has been filed and there has been no change in the ap building code negatively affecting the performance of this product. TTATION of this NOA will occur after the expiration date or if there has been a revision or change in the • materials, use, a idior i anufacture of the product or process. Misuse of this NOA as an endorsement of any ▪ pr ®a:lt: for sales, a or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA # 04- 0528.05 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. (a MIAMI -DADE COUNTY, FLORIDA MEFRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com NOA No 06- 0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 6221, titled "1" Heavy Wall, Elevations Aluminum Tube Clipped Mullion ", Sheets 1 through 7 of 7, dated 04/28/00, with last revision on 05/30/06, prepared by POT Industries, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 60" x 54" mulled together with a 1x 2 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2902, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04- 0528.05" 2. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 80" x 76" mulled together with a lx 4 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. Y1'L -2903, dated 01/05/01, signed and §eale„d by Antonio Acevedo, F.E. • • • • "5uJJmitted under NOA # 04- 0528.05" • J. • �'r* reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 • • 2) Large Missile Impact Test, FBC, TAS 201 -94 • • • • • • 3) Cyclic Loading pair ading Test, per FBC, TAS 203 -94 • • • •' • • �gwith installation diagram of a of fixed alum. windows with a transom lite • • • "(WOO configuration) mulled together with a 1x 2 x 3/4" wall vertical mullion and a 2 x • • • • •• • • &tx•'4" wall horizontal mullion, prepared by Fenestration Testing Laboratory, Inc., • • • Test Report No. FTL -2975, dated 01/23/01, signed and sealed by Antonio Acevedo, • • FTE. • • • • • , • • "Su under NOA # 04- 0528.05" C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Industries, dated 05/30/06, signed and sealed by Robert L. Clark, P.E. E -1 Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 06- 0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 • • • • • • •• • • • •• • • • ••••• PGT Industries D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated January 23, 2006, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 04- 0528.05, issued to PGT Industries for their 1" x Heavy Wall- Aluminum Tube Clipped Mullion, approved on 07/15 /2005 and expiring on 06/28/06. •••• • • •••• • • • • • • • • • •• • • • • • •• •• • •• • • • •• • • •••• • • •••• • • • •• • • • • • • • • • • • • • • • • • • • • • •••• • •• • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E - 2 Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 06- 0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 �� '• • • • •. • • • • ••• • • • • • : : • • • • • • • • • . -N-- 1, eirim, 11 H t -\ -N-- 1, t M2 I\ • • • • • • ••' • • • • • • • • • • • • •.• • • • • • • • • • • • • • •. • • • • • ••• • • ANCHORS DETAIL "B", "C" OR D" AT BOTH ENDS AND AT BOTTOM MULLIONS ANCHORS, b/TA1L• 94 • • • • • • ANCHORS DETAIL' A • : • 1 yi WI 1 W2-1 W W = W 1 +W2 H = H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 M1) MAX OPENING = H OR Hi+H2 MULL LENGTH = W 01? W1 +W2 M2) MAX OPENING = W OR W14-W2 MULL LENGTH = 141 f1(VCHOQS DETAIL "B 05 'p" AT BOTH DS •4N0 AT BOTTOMS • • • • • • W = W1 +W2 +W H = HI+H2 MULTIPL WINDOWS UL ED WANE ABOVE FOR DETERMINING MAX ALLOWAB DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 M3) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR Wi +W2 +W3 1.44) MAX OPENING = W1 +W2 01? W2 +W3 MULL LENGTH = H1 USED IN THE DESIGN OF THIS PRODUCT. NOTES; 1. THE 33 1/3% STRESS INCREASE HAS NOT BEEN 2, 3, 5, 6 AND 7. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A 3. MULLIONS ARE APPROVED FOR IMPACT AND NON— IMPACT APPLICATIONS. 4. REFERENCE — TEST REPORTS: FTL -2902, 2903 AND 2975. ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANSI /AF &PA NOS-2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE— MENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS A TO THE STRUCTURE. MULUONS FOR ANCHO MAXIMUM OF (7) UNITS. overt L dark. P.E. PE /39712 Structural ANCHORS DETAIL "B ", "C" OR "Cr BOTH ENDS NCHORS DETAIL "B ", "C" OR D" BOTH ENDS W = W1+W2 (21 WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = W OR W1 +W2 MULL LENGTH = H 1070 TECHNOLOGY ERNE NOKOMIS FL 34275 P.O. 80X 1529 NOKOMIS, FL 34274 Roved By F.K. Raved By: F.K. Drown By: P.J.P. Description: MULL! , QUANTITY AND LOCATION, REFER TO SHEETS TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS mt: 5,30/06 5)5/0 428/00 H = H1tH2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = H OR H1 +I-12 MULL LENGTH = W Revlakx, , 7 ADD NOTES 5 & 6 Rev£eio -ADD TECH. REFS. 1" HEAVY WALL, ELEVATIONS MOO= RENEWS, se gl ,ura. ArcePmme o� ALUMINUM TUBE CLIPPED MULLION Series/Modet: Scab: Sheet Drawing No. MULLS NTS 1 ar 7 6221 Rev. D • • • • • • •. •• • • • • • • • • • • • • ••• • • • • • • • • ..• • • 2" OR 4' D �+ � S ',ACC ix, MULLION • T.'10 : • RTE W!7 • • • WOOD BUCK • THER) REMOVED TO OTE 3 CONCRETE SEE • • NOTE 1 S STAGGERED IT IDES (SO .;E WOOD F BUCK 2 SEE • NOTE 1 WOOD BUCK PGT 1 x MULLION MULLION CLIP. CUT FLANGES OFF CLIP TO FORM A "U" CHANNEL AND INSTALL AS SHOWN PGT 1 x MULLION I1 1' 1° MULL. " MIN. • F O R 1 " MULL ," TYPICAL MULLION TO MULLION INSTALLATION. DETAIL "A" ANCHOR EMBED. SEE NOTE 2 PGT 1 x MULLION SEE NOTES 2 & 3 MIN. 1 ( TYP) 1�(T1 P 2' OR 4' /12 FH ON OPPOSIT NOT TO INT WITH EACH OTHER) SEE NOTE .3 SEE NOTES 2 & 3 TYP CAL MULLION TO STRUCTURE WITH NOTES; W000 BUCK. DETAIL "B" 1. FOR CONCRETE APPLICATIONS IN MIAMI —DADE COUNTY, USE ONLY MIAMI —DADE COUNTY APPROVED ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE —FLEX MASONRY ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE SEE IS 2 1/2". MIN. EMBEDMENT: TAPCONS 1 1/4". CRETE —FLEX 1 3/4" NOTE 2. FOR W000 APPLICATIONS USE 112 SCREWS, ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE —FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 1/2" 3. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR ® STUCCO. 4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEETS 5, 6 AND 7. FOR ANCHOR LOCATIONS SEE SHEET .3. QUANTITY OF PINNING SCREWS FOR MULL — TO —CLIP TO BE HALF THE QUANTITY OF ANCHORS FROM CLIP —TO— OPENING (MINIMUM OF 2 SCREWS PER CLIP). 5. IMPORTANT: QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO CHARTS 1 THROUGH 4 ON SHEETS 5, 6 AND 7. FIND THE APPLICABLE MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. ANCHORING ® OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. 6. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. PGT 1 x MUWON -- ;X Rand L C6ark. P. . PE (39712 Structural 2h 1 SEE NOTE 1 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS ■ INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. 130X 1529 NOKOMIS. FL 34274 000 BUCK Revsd D F.K. Rarad 8y F.K. Oran" By P.J.P. Descriptton: nu. swo•Ar•dab MULLS 5/30/06 UCTURE WITH WOOD 573/04 428/00 2" OR 4' 1 "C" TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC.. DETAIL "0" 112 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR SEE NOTES 1 & 3 /12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR, SEE NOTES 1 & 3 D 0D1 NOTES J It 5 C BI DED. DETAILS NTS 2 w 7 1" HEAVY WALL, CLIP INSTALLATION DETAIL ALUMINUM TUBE CLIPPED MULLION wing W. 6221 R • • • . • • • • • • • igifIN.lYP: •-.1 • • • ••• 1MAX. •• ••• • • • •• • • • • •• ••• •• • •• • • A / 2—L • • �vTIN • • • • • • • 3Z • • • • • • • • © THREE (3) ANCHOR LOCATIONS • TY 1 " MULL CLIP (CLIP TO OPENING) EXTRUSION DWG #1099 , CLIP LENGTH CHART FOR 1x MULL MULL SIZE 1 x2x3/8 1 x 2 3/4 x 3/8 1 x 2 3/4 x 21/32 1 x 4 x 3/8 1 3/16 1 75/16 1 3/8 3 3/16 iMAX. E A/2 • • ® TWO (2) ANCHOR LOCATIONS ••• • • • •• •• • • • • • • • • • • • ••• • • • ••• • • • • • • ••• • • • • • • 1 " MULL CLIP W UP S O MULL) REMOVED ONE ANCHOR ®IW 0 � (2) A (C EXTRUSION DWG #1099 NOTES: 1. IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, PLEASE REFER TO CHARTS 1 THROUGH 4 ON SHEETS 5, 6 AND 7. AND THE CORRECT MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. 2. 3/8 MIN. EDGE DISTANCE APPUES TO ALL DIMENSION SHOWN AS MAX. 3. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. • • •• •• • • • • • • • • • • • • g MIN. TYP. --1 1 3MAX Robed L. ct . P.E. PE j39712 Structural MIN. MAX. FOUR (4) ANCHOR LOCATIONS O THREE (3) ANCHOR LOCATIONS INDUSTRIES 1070 7ECHNOLOGY DRIVE NOKOMIS. FL J4275 P.O. VOX 1529 NOKOMIS. FL 34274 M!N.TYP. (4)EQ.SP.® (A- 3/4)/4 T ■ TRW O SIX (6) ANCHOR LOCATIONS iM!N. ® FIVE (5) ANCHOR LOCATIONS MIN. TYP. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS R F.K. 5 )30/06 D NO CHG THIS SHT Revsd 8 . Revisions: F.1( r5/06 C- REDRAW, ADD DILL &NOTE Warn 11y: s Os P.J.P. 4/ 28/00 met= cf RENEWED complylag with the Florida Bildt% Cade N _ •� .nra:rF7 Dosodottom 1" HEAVY WALL, ANCHOR LOCATIONS ALUMINUM TUBE CLIPPED MULLION Series/Modek MULLS NTS 3 , 7 M9 No. 6221 R ev: • • ••. • • • 4108 • • • • • • • • • • • • . • • • ... • • • • • • • • 2 • • • . •• • • • • • • • • • • •• • • • • • • • • • • NOTE: 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 p/4, obert L Clark, P.E PE 839712 Structural TO BE USED .ONLY WITH POT INDUSTRIES PRODUCTS T 1NDU TRIES 1070 TECHNOLOGY DPW NOKOMIS FL .34275 P.O. BOX 1529 NOKOMIS FL .34274 RavaF 8 Raved F. . Dram By P.J.P. Serka /Modek MULLS Scats 1X D Nr CH THIS SLIT C N C HG IRIS SHT 5/06 Date: 4/28/00 De o tba: 1 " HEAVY WALL, MULLION PROFILES DDe: ALUMINUM TUBE CLIPPED MULLION Sheet: 4 d 7 Drawing No. 6221 Rev: D .•• • • • • •• • • • • . • • • • • • • • 0 •.• • • • • • • • • • • ••• • • • • ••• • • •. •• • • • • • • • • • CHART 2. -1 x2.75x.375 QTY. & TYP. ' ANCHOR 60 7 OPENIN WICLTH IN IWGHES• 40 • _110 120 130 160 CLIP TO OPENING CLIP TO MULL 42 48 50.625 54 60 63 66 72 76 78 84 90 96 108 111 CHART 1. -1 x2x.375 QTY. & TYP. ANCHOR CLIP TO OPENING CLIP TO MULL 42 48 50.625 54 60 63 66 72 76 78 84 90 96 (2) A (3) B (3) B 170 170 170 166 145 131 113 86 73 67 54 43 36 25 23 50 (2) A (2) B (1) B 155 129 115 94 67 58 50 38 32 30 24 19 16 (3) A (3) B (3) B 170 170 170 170 152 131 113 86 73 67 54 43 36 25 23 60 (2) A (2)B (1) B 142 116 100 81 58 49 43 32 27 25 20 16 (2) A (3) B (3) B 170 13 1 170 161 147 127 12 7 73 - 62 57 45 37 30 21 19 70 (2) A (2) B ( B 134 107 91 73 29 24 22 17 (3) A (2) A (3) B (3) B (3) B (3) B (3) B (3) B 170 170 170 170 170 161 170 154 170 148 170 140 170 135 1121 99 45 40 40 35 35 37 32 32 28 28 97 • 85 73. :65 62 54 57- -50 54 49 49 50 45 45 30 26 21 18 19 17 OPENING WIDTH IN INCHES 80 (2) A (2) B (1) B 130 102 85 26 22 20 16 116 90 (2) A (2) 13 (1) B 130 100 82 24 20 18 116 101 [ 107 0 • 84 •� _ t0• (3) A (2)1A;(3) i4 • (3) B (3f Bo'(3 )k BA 165 126 • (3) B • • 1�0 ;170 T7b 153 99 L 90 90 85 77 77 65 58 58 26 23 23 18 16 16 17 15 15 100 110 120 (2) A (2) B (1) B 130 99 68 64 63 62 (2) A (2) A (2) B (2) B (1) B (1)B 130 130 99 99 80 80 80 62 22 18 17 (2)A IV (3) B (3) B S 3) B .•• • • 150 • .1;0 •T136 • 1 121 146 100 100 84 84 72 72 54 54 21 21 51 47 44 40 F 44 37 42 35 41 29 21 17 16 41 1 41 28 20 17 15 28 20 16 15 41 28 20 16 130 160 (2) A (2) A (2) B (2) B (1)B (1) B 130 130 99 99 80 80 62 62 . (2) A • (9) B 43) El • *9; 134 119 80 68 50 42 38 30 24 19 . (e (4) B ()F3 i74 170 142 96 . 80 68 50 42 38 30 24 19 (3) B ,(0) B X 170 .449 134 118 93 77 65 48 40 36 28 22 18 (3) A (4) B (3) 170 170 170 141 93 77 65 48 40 36- 28 22 18 (2) A (3) B (3) B 170 149 134 118 92 76 46 38 35 27 21 17 (3) A (4) B (3) B 170 170 170 141 92 76 63 92 76 64 92 76 63 46 45 45 41 41 38 '35 32 32 26 26 27 21 17 fe/6 Robert L pork. P.E PE 139712 Structural (2) A (3) B (3) B 170 149 134 118 45 37 33 26 20 16 (3) A (4) B (3) B 170 170 170 141 45 37 33 26 20 16 (2) A (3) B (3) B 170 149 134 118 92 76 63 44 36 . 32 24 19 15 (3) A (4) B (3) B 170 170 170 141 92 76 63 44 36 32 24 19 15 NOTES; 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4) OR 1/4" SS4 CRETE -FLEX, EMBED. (1 3/4) B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NORMS. FL 34274 Re �e Re �By Drawn 117. P.J.P. k_Openin Width Horizontal Mull Opening Width J� I__._ Mull Length Revbion,: 0-110 CHG THIS SHT erg C- MARKED REVISIONS M0/O6 575 /06 4)28/00 MULLS Vertical Mull Seofe: NTS Mull Length Sheet: 5 a 7 ultiple Mulled Units Mull Length Opening Width raw= (tEM:0 Hdd6agCede the Fiddle AcaPbaaew '101,445/ 7 - Bxptr•0•a � .... Description: 1 EA VY WALL, PRESSURE CHARTS 1 & 2 rave: ALUMINUM TUBE CLIPPED MULLION Drowkg No. 6221 • ••• • ••• • •• .. • • • • • • • • • • • • • . • ••• ■ • • _ • • ••• • • • •• •• • •• • • • • • CUP TO (2) A (2) A OPENING (3) B (4) B (3) (4) B CLIP TO MULL & (2) B (2) B (2) B (2) B (3) B ( 4, r ( • . B (44 B . (2) B (2) B (2) B (2) B .• ••• •• 170 170 070 ,. ,0 48 170 170 160 170 148 169 141 ;16'r 50.625 166 170 148 169 136 156 •,29 42 170 170 170 170 54 152 170 135 155 124 142 116 133 60 133 152 117 134 106 122 99 113 w U z z x z 63 125 66 118 72 106 76 91 143 110 135 103 108 92 .91. 77 126 118 92 77 99 114 93 107 81 81 68 68 92 86 73 61 105 97 73 61 w J 78 84, 71 71 63 63 56 56 2 84 67 90 54 96 44 108 31 67 54 44 31 57 46 38 26 57 46 38 26 50 50 40 40 33 33 23 23 44 44 36 36 29 29 20 20 111 29 29 24 24 21 21 18 18 50 60 70 • (. (4)13 (2) B 143 128 107 99 OPENINGAII,CT1L IN INCHES • • 90• • ; ;100 • • -• r3 • • 80 • • •(21 B. 81 67 56 51 40 32 26 470 •IIz0. 3S : • 1/5 112 94 87 Vertical Mull Mull Length L_Opening Width Horizontal Mull Opening With 1 V- Mull r Length Multiple Mulled Units Mull Length \Opening Width 90 67 32 26 .(2) B • • 170 . J37 123 109 90 83 63 52 48 • 37 30 24 18 18 17 17 17 • 15 110 ( A (3) B ( A (4) B (4) B (2) B 170 157 141 125 103 95 52 48 37 30 24 (2) 9 170 137 123 108 88 81 75 60 49 45 35 28 23 Robert L Clark, P.E. PE 039712 Structural (2) B 170 157 141 124 101 93 82 60 49 45 35 28 23 (3) B 120 (2) B 170 137 123 108 88 80 73 58 47 43 33 26 21 (2) A (4) B (2) B 170 157 141 124 100 91 80 58 47 43 33 26 21 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 (3) B 130 (2) B 170 137 123 108 88 80 73 56 46 42 32 25 �sT INDUSTRIES 20 Re. fey Revad By. F.K. Drawn 6y: P.J.P. (2) A (3) B (4) B (2) B 170 157 141 124 100 91 79 56 46 42 32 25 20 Series /Vadek MULLS 160 (2) B 170 137 123 108 88 80 73 56 45 40 30 23 18 SJ 5/5/06 4f28/00 (2) A (4) B (2) B 170 157 141 124 100 91 79 • 56 56 51 40 45 40 30 23 18 17 15 15 15 - NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MUL17PLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME SEE SHEET 1. 3. REFERENCE 1tW REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4) 01? 1/4" SS4 CRETE —FLEX, EMBED. (1 3/4") B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS D NN CHC THIS SHT Rews.c.= C— MARKED REVISIONS Scarce Sheol• NTS 6 al 7 nlooucr 1 . r , a r It 01 Deecriallan: . 1" HEAVY WALL, PRESSURE CHART 3 RRe: ALUMINUM TUBE CLIPPED MULLION Orating Ne. 6221 Raw D • .•. • • • ••• • • • .. .. . • • • . .. • • • • • 000 • • • • . • • • • • • • CHART 4. - 1x4x.375 QTY. & TYP. ANCHOR CLIP TO OPENING CLIP TO MULL 42 48 50.625 54 60 63 66 72 76 78 84 90 96 108 111 144 OPENING WIDTH IN INCHES 50 (2) A (3) A (4) B (6) B (5) B 170 170 170 170 170 170 170 154 144 140 128 112 92 64 59 27 (5) 170 170 170 170 170 170 170 170 170 170 138 112 92 64 59 27 60 (2) A (3) A (4) B (6) B (5) B 170 170 170 170 170 170 170 170 170 159 150 134 125 121 111 95 78 54 50 22 (5) 8 170 170 170 170 170 170 170 170 160 148 117 95 78 54 50 70 (2) A (3)A; (4) B (6) B: (5) 170 170 154 144 135 120 112 108 98 82 67 47 22 19 (5) B 170 170 170 170 170 165 140 129 102 82 67 47 43 19 • ••• • • 48 . • 94 454 ) A: (33 As •(2) R • (3) i t3) A ) B (6)B•• (1)11.16)8 AB' (6)B • (5) B 17'(� 170 470 169 143 133 125 110 102 99 90 74 60 _ 42 38 17 170 126 (5) B (5) B •4 t y0 $ .11 170. :1 •174) 't7�1 • 70: 7® • • j ; t70-,-175 170 162 170 136 170 117 .f48: 103.. 126 95 116.., 92 83 74 67 60 54 42 37 38 34 17 15 • (5) B 170 170 170 166 . 136 116 106 83 67 54 37 34 15 Vertical Mull Mull Length ---i �Opening.4 Width Horizontal Mull Opening Width Mul! 4 Length _ Multiple Mulled Units \Opening Width Mull Length (5) B p 00 17Q • 1TO • 171, 158 131 121 112 98 90 87 77 62 50 . 34 31 (5) B 170 170 170 170 170, 170 156 127 108 99 77 62 50 34 31 110 (2) A (3) A (4) B (6) B (5) B 170 170 170 157 128 117 108 86 83 73 58 47 32 29 (5) 170 170 170 169 170 170 150 120 102 93 73 58 47 32 29 120 (2) A (3) A (4) B (6) B (5) B 170 170 170 157 127 116 106 91 83 80 69 54 44 30 27 (5) B 170 170 170 166 145 115 98 89 69 54 44 30 27 ..130 • (2) !1 (31.A (4) B '(6) 170 170 170 157 127 116 105 89 81 78 66 52 42 28 26 ,T INDUSTRIES 1070 TECHNOLOGY 0RNE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL .34274 (5) B 170 170 170 170 170 170 170 165 144 112 . 95 87 66 52 42 28 26 160 (2).A (3) A (4) B (6) B . {SrB 170 170 170 157 127 116 105 88 79 75 4TH. 48 38 25 23 ••••d DY F.K. Drown ey: P.J.P. swiss/med.:: MULLS (5) B 170 170 170 170 170 165 144 111 93 62 48 38 25 23 NOTES 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4 TAPCONS, EMBED. (1 1/4") OR 1/4" SS4 CRETE —FLEX, EMBED. (1 3/4") B. /12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 530/06 5�5/O6 4/28/00 D R — N� 0 CHG THIS SHT RevisTons C— MARKED REVISIONS Des , tton: 1 " HEAVY WALL, PRESSURE CHART 4 Mho ALUMINUM TUBE CLIPPED MULLION Score: sheet Drowl g No. NTS 7 or 7 6221 Pew D • L I ` tl 6 T d':: 4 1 J 1 Shores Village Miami APPROVED BY DATE ZONING DEPT BLDG DEPT WITH ALL iY C ULES AND REGULATIONS SI / FEDERAL SUBJECT 'CO CCMPUANCE STATE AND CGUN \/ 1 cnc 2 ` 2110 • • • • • • • • • • •• • • • • • • • • •••• • • • • • •• • r ;• •�t This Instrume t Prepared by: Name: pi It a41(S. ' SEARS HOME IMPROVEMENT' PRODUCTS, INC. 1024 Florida Central Parkway . • • Longwood, FL 32750 Phone: 407 - 551 -6000 r . Permit No. WS 1 o - LpT)J . Tax Folio•No. /`°' ' /t' / — 6219.- 038c) STATE OF FLORIDA • COUNTY OF )-44113-4 nfl STATE OF FLORIDA. GOl1NTY OF DAD E 1 , • A I HEREBY CERTIFY that this isAi t copy ho A D 20 --- NOTICE OF CON NCFMENT D . •t i. 111111111111111111111111111111111111111111111 CFN 2010R0192315.4 • OR Bk 27223 Ps 2013i Ups) • RECORDED 03/23/2010 09.47:005 • . HARVEY RUVIPI, CLERK. OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE THE UNDERSIGNED hereby gives, informs you that the improvement wi11 be made to certain real property, and. in accordalie with Section 713.13 • of the Florida Statutes, the following information is provided it this NOTICE OF COMMENCEMENT. • 1• , . 1. Description of property (legal desdription:) 66L-11 • . a) Street Address: 2. • General . description of improvemenjs:i • • 3. 'Owner Information • _ • a) Name and address: ,IPI) • 5` etc" i .4dar i { 9� ! 4"2=' 1l l b) Name and address of fee sittiple titleholder (if other than owner) • c) Interest in property: ce • 4. Contractor Information: i. • • a) Name and•address: • 1 o244'FLORIDA. CENTRAL PARKWAY. LONCWOOD. FL 32750 'b) Telephone No: . 407 -551 -6000 Fax No. (Opt.) • 407 - 767 -8536 ' 5. • Surety Information: . . a) Name and address: n ' b) Amount of Bond: t c) Telephone No.: Fax No. (Opt) ' 6. Lender I. • • t a) Name and address: • . Phone No.: • 7. Identity of person within the State cif Floridis designated by owner upon who notices or other documents may be served: ' • a) Name and address: , . b) Telephone No.: • t _ �. . 8. In addition to hirnself, owner designees the following person to receive a copy 4f the Lien or's Notice as provided in Section 713.13 (1) (b), Florida S a) Name•and address: b) Telephone No.: i A Fax No. • •t.) 9. 'Expiration date of Notice of Coniincement (the expiration date is one year froln the date of recording unless a different date is specified:) : . WARNING TO OWNER: ANY P Yt E NTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE • OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS. I',INDER CHAPTER 713, .PAIN I, SECTION • 713.13, FLORIDA STATUTES, A111IY CAN RESULT IN YOUR PAYING ;TWICE FOR IMPROVEMENTS. TO YOUR • PROPERTY. A NOTICE OF CO ! 9 NCEMENT MUST BE RECORDED i i . A,ND POSTED ON TEE JOB SITE BEFORE . 'Hit . FIRST INSPECTION. IF 1 d L INTEND TO OBTAIN Ffl ANCNG, CONSULT . YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK QR RECORDING YOUR 1TOTICE OF COMMENCEMENT. • . • • _v_1 ALI 1 CYO 2 s.. • Sign;' i e of Owner or Owner's Authorized Officer /Dinrector/partuerAYIauager ;:tkil • v ALEJANDRO CURBELO ,. ' i •= • MY COMMISSION # DD93791 5 } , PRINT NA1vIE ? 1i • Nit EXPIRES November 03, 20 �'t; mce s:.. '' aNOta ( _ ... % vledged before me this ' l d ay o °a.. • c• '55 t` Wit- as • . 7 . officer, trustee, attorney in fact) for ; • • party on behalf of whom instrument wes.executed). Personally Known OR Producek Iiientification / Notary Signature r' Type of Identification Produced 1.0 ' DL ' Name (print) AND '3 Verification pu rsuant 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. i 200 . , by (type of authority, e.g. (name of of Natt ral Person, Silting Above Histtiric 5lono3vol of ;'Florid 1E [ EIPT'�IklIUST`8E'CO SPII;`[7OUSE`Y DISPLAYED ATBUSINEi'S LfOt.A ION. City of Longwood y 175 W. Warren Avenue, Longwood, FL .BUSINESS •TAX 1024 FLORIDA CENTRAL Ptr�pirur►y Vd ORIO4 o ®� For the Occupation: # •••• »••..• l o LOCATION: 7/16/09 2009 - 2010 .CONTRACTOR/OVER 30 EMP ` • SEARS HOME IMPROVEMENT PRODUCT PO BOX 522290 LONGWOOD FL 32752 Receipt # 10 00009460 {`:STATE # �4AT ': :: ?CITY TAX V ADMINISTRATIVE FEE lti ' ;:TRANSFER FEE ENALTY CMC1249510 $ 200.00 $ 10.00 $ .00 $ .00