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WS-09-1367Project Address Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 246 100 Street Miami Shores, FL 1132060134470 Block: Lot: TONY GISPERT Owner Information TONY GISPERT Fees Due CCF Education Surcharge Permit Fee Scanning Fee Submittal Fee Submittal Reversal Fee Technology Fee Total: - Amount $2.40 $0.80 $110.00 $9.00 $50.00 ($50.00) $2.75 $124.95 Authorized Signature: Owner Applicant Building Department. Copy Address Expiration: 02/16/2010 Parcel Number 246 NE 100 ST MIAMI SHORES FL 33153 Contractor(s) Phone CeII Phone FLORIDA HOME IMPROVEMENT (954)792 - 4415 Type of Work: WINDOWS No of Openings: 1 Additional Info: IMPACT Classification: Residential Invoice # WS -8-09 -35648 WS -8-09 -35648 Check #: 2718 Total Amt Paid Amt Due $ 124.95 $ 74.95 $ 124.95 $ 124.95 i0. $ 0.00 / Contractor / Agent Phone Applicant August 21, 2009 ate Cell Valuation: Total Sq Feet: $ 4,000.00 0 For Inspections please call: (305)762 -4949 Available Inspections: Inspection Type: Window Door Attachment Final Shutters Final Shutter Attachment In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, 1 authorize the above -named contractor to do the work stated. August 21, 2009 1 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. Q 0 c F X3' / T A X FOLIO NO.LI - 32-0(o• OIb • -(4 0 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: Vito ue 160 S r 2. Description of improvement: L W\ O J 3. Owner(s) name and address: Interest in property: 04.4.3 r Q- ( Name and address of fee simple titleholder 4. Contractor's name; address and phone number. 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida desigrpintrryi c Section 713.13(1)(a)7., Florida Statutes, odgira! Ned In tt i; Name, address and phone number. ik 8. In addition to himself, Owners designates 713.13(1)(b), Florida Statutes. Name, address and phone number. ITNESS 9. Expiration date of this Notice of Commencement: Space above reserved for use of recording office ts , sw co a“� 33 By Print Name Title/Office for FH vr iaie Horne- Improvement Assoc. r DPi)k w a 11 Sl`� 1rA 5W 30th Ave. Hollywood, FL 33312 Signatu : of 0 or or 0,.p'. )' Authorized Officer /Director/Partner/Manager By _1 Print N Title /Office STATE OF FLORIDA COUNTY OF MIAMI -DADE t The f°goi instrument was acknowledged before me this 11 day of 61 By �N rt �tJ pPJr r ividually, bbr ❑ as I II11Ill11Ilh111IIIIll II IIIIII11 CIF 2 a09R0587682 OR Bk 26976 Ps 42861 (lps) RECORDED 08/13/7009 11:22 a 001 HARVEY PUVI1 CLERK OF COURT MIA #I -DADE COUNTYr FLORIDA LAST PAGE 14'Lieno •ice as provided in Section (the expiration date Is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. oks 6.2 INok w o 535I1_. sonally known, or ❑ produced the following type of identification: Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Signature s •f Own ° s) or 0 , er(s)'s Authorized Officer/Director/Partner/Manager w By . _� By Ao„ BUILDING PERMIT APPLICATION FBC 2004 Value of Work For this Permit $ 3(c cyr3 Type of Work: Describe Work: G1'7 Submittal Fee $ Notary $ Scanning $ (71,- Bond $ Permit Fee $ Miami Shores Village Building Department Training/Education Fee $ 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle) Building Electrical Plumbing Mechanical Roofmg Owner's Name (Fee Simple Titleholder) 'k®l' e5 pQ ( 1 Phone # Owner's Address _ j 100 4B J City State 4L., Zip "6 5 1 33 .Tenant/Lessee Name Phone # Job Address (where the work is being done) a( (p ik-DG pct T City Miami Shores Village County FOLIO / PARCEL # - 7)2.0(9 13 - 444 ) O Is Building Historically Designated YES NO ddition []Alteration ['New e Radon $ DPBR $ Code Enforcement $ Miami -Dade Zip Double Fee $ Permit No. Master Permit No. 331,53 AUG IECTEWIEn IR i 7 Zoos J B Y: Contractor's Company Name (�JQ'4P hone # E� 4L �,S X 2-4 3 Contractor's Address d y � o �� ((�� City �4 ® ®U State Zip )5512- Qualifier Name (3J k!-(1 `-`x-s � 13::&.)f tJ E?Z 1 Phone # LO �j Z"1, State Certificate or Registration No. C EA LCX p 1 Certificate of Competency No. Architect/Engineer's Name (if applicable), (1 rd-O Phone # qa4 ?2,S'-1 0 Q (p0 Square / Linear Footage Of Work: Er-Repair/Replace ❑ Demolition * * * i * * *** * **4* ** * *** * ** t * * *# *** * * ** ** *fir ** * * * *,r, *** ** *sir * ***** * * * ** CCF $ O( •440 CC Technology Fee $ Zoning $ Structural Review. $ Total Fee Now Due $ See Reverse side --> Bonding Company's Name (if applicable) Bonding Company's Address City Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS. and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done incompliance 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 day of Jul' ,20 by 44A\ 1 who is personally known to me or who has produced NOTARY PUBLIC: Sign: Print My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08106) State identification and who did take an oath. NOTARY P lid Print My Commission E C: Contractor The foregoing instrument was acknowledged before me this da of n 20 by (a)C,o rt�( µ who is personally know to me or who has pr oduced as i . entification and who did take an o * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 3/2 Floors: 1 Living Units: 1 Adj Sq Footage: 1,740 Lot Size: 8,625 SQ FT Year Built: 1939 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 7 & W1/2 LOT 6 BLK 33 LOT SIZE 75.000 X 115 OR 15088 -1690 0691 1 OR 15088 -1690 0691 00 Year: 2008 2007 Taxing Authority: Applied Exemption/ Taxable Value: Applied Exemption/ Taxable Value: Regional: $50,000/ $59,012 $25,000/ $80,837 County: $50,000/ $59,012 $25,000/ $80,837 City: $59,012 $59,012 $25,000/ $80,837 School Board: $25,000/ $84,012 $25,000/ $80,837 Folio No.: 11- 3206 - 013 -4470 Property: 246 NE 100 ST Mailing Address: TONY D GISPERT &W PATRICIA 246 NE 100 ST MIAMI SHORES FL 33153- Year: 2008 2007 Land Value: $278,798 $293,509 Building Value: $173,269 $173,269 Market Value: $452,067 $466,778 Assessed Value: $109,012 $105,837 Year: 2008 2007 Homestead: $25,000 $25,000 2nd Homestead: YES NO Sale O/R: 15088 -1690 Sale Date: 6/1991 Sale Amount: $83,000 Property Information Map tam t a e. Property Information Map Digital Orthophotography - 2007 This map was created on 817/2009 8:24:42 AM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. My Home Miami -Dade County, Florida 0 = 112 ft Summary Details: Property Information: Sale Information: Assessment Information: Exemption Information: Taxable Value Information: Page 1 of 1 http: / /gisims2 .miamidade.gov /myhome /printmap. asp? mapurl= http: / /gisims2.miamidade.gov... 8/7/2009 Mean Roof Height DESIGN PRESSURES (PSF) - Zone 4 Mean Roof Height DESIGN PRESSURES (PSF) - Zone 5 10 15 20 Tributary Area Sq Ft) 35 40 45 50 10 15 20 Tributary Area Sq Ft) 40 45 50 25 30 25 30 35 0 -15' -50.4 - 492 +46.5 +452 - 48.3 +44A - 47.8 +43.7 - 47.1 +43.1 -46.6 +42.7 - 46.2 +42.3 - 45.9 +41.9 -45.5 +412 0 -15ft -822 +46.5 -59.8 +45.2 -58.0 +44A -56.7 +43.7 -55.6 +43,1 -54.6 +42.7 -53.8 +42.3 -53.1 +412 -52.5 +412 18 ft -s 49.8 +47.1 +45.9 -49.0 +45.0 48.3 +44,3 117.7 +43.7 117.3 +43.3 -462 +422 - 46.5 +42.5 -462 +42.2 ` 16 ft '63'1 +47.1 - 80.6 +45.9 -58.8 +45.0 -57.5 +44,3 -58.3 +43.7 -55.4 +43.3 -54.6 +42.9 -532 +42.5 -53.2 +42.2 18 ft -52.4 -51.1 +48.3 +47.0 -502 +48.1 4.5 98.9 +45.4 4 +44.8 -48.4 +44.3 48.0 +43.9 -477 +43.8 47.3 +43.2 18 ft -64.6 +48.3 -62.1 +47.0 -80.3 +46.1 -582 +45.4 -572 +44.8 -58.8 +44.3 -55.9 +43.9 -552 +43.6 -54.5 +432 20 ft -53.5 -52.2 +49.4 +48.1 - 51.3 +47.1 -50.6 +48.4 -50.0 +45.8 49.5 +45.3 49.1 +44.9 -48.7 +44.5 -48.4 +442 20 ft -66.1 +49.4 -63.5 +48.1 - 61.6 +47.1 -60.2 +46.4 -59.0 +45.8 -58.1 +45.3 -572 +44.9 -56.4 +44.5 -55.8 +44.2 22 ft -54.6 -53.3 +50.4 +49.0 -52.4 +48.1 -51.6 +47.4 -51.0 +48.8 -50.5 +46.3 -50.1 +45.8 -49.7 +45.4 -49.4 +45.1 R - 67.4 +50.4 - 64.8 +49.0 - 62.9 +48.1 - 61.4 +47.4 -602 +46.8 -592 +46.3 -58.4 +45.8 -57.6 +45.4 -56.9 +45.1 24 ft -55.6 -54.3 +51.3 +49.9 -53.3 +49.0 -52.6 +48.2 - 52.0 +47.6 -51.5 +47.1 -51.0 +46.7 -50.6 +46.3 -50.3 +45.9 24 ft - 68.7 +51.3 - 66.0 +49.9 - 64.1 +49.0 - 62.6 +48.2 -61.4 +47.6 -60.3 +47.1 -59.4 +48.7 - 58.7 +48.3 -58.0 +45.9 28 ft -58.6 -552 +52.2 +50.8 -542 +49.8 -53.5 +49.1 -52.9 +48.4 -52.3 +47.9 -51.9 +47.5 -51.5 +47.1 -51.1 +46.7 26 ft -69.8 +52.2 - 67.1 +50.8 - 65.1 +49.8 - 63.6 +49.1 -62.4 +48.4 -81.4 +47.9 -60.4 +47.5 -59.6 +47.1 -58.9 +46.7 -57.5 -58.1 -56.1 - 54.3 - 53.7 -53.2 -52.7 -52.3 -51.9 -70.9 -68.2 - 882 -84.6 - 63.4 - 62.3 -81.4 -60.8 -59.9 28 ft +53.0 +51.6 +50.6 +49.8 +49.2 +48.7 +48.2 +47.8 +47.4 ft +53.0 +51.6 +50.6 +49.8 +492 +48.7 +482 +47.8 +47.4 -58.3 -56.9 -55.9 -55.1 -54.5 -53.9 -53.5 -53.1 -52.7 -72.0 -692 57.1 55.6 - 64.3 - 632 52.3 51.5 -60.7 30 ft +53.8 +52.3 +51.3 +50.6 +49.9 +49.4 +48.9 +48,5 +48.1 ft +53.8 +52.3 +51.3 +50.6 +49.9 +49.4 +48.9 +48.5 +48.1 -59.1 -57.7 - 58.7 -55.9 -55.2 -54.7 -54.2 -53.8 -53.4 -73.0 -70.1 -68.1 -66.5 -65.2 54.1 - 83.1 -82.3 -61.6 32 ft +54.5 +53.1 +52.0 +51.3 +50.6 +50.1 +49.6 +49.2 +48.8 32 ft +54.5 +53.1 +52.0 +51.3 +50.8 +50.1 +49.6 +492 +48.8 34 R 59.9 -58.4 +55.2 +53.7 - 57.4 +52.7 56.6 +51.9 55.9 +51.3 55.4 +50.7 - 54.9 +502 54.5 +49.8 -54.1 +49.4 34 ft -73.9 +55.2 - 71.0 +53.7 -88.9 +52.7 57.3 +51.9 - 66.0 +51.3 - 64.9 +50.7 - 64.0 +50.2 53.1 +49.8 52.4 +49.4 38 ft -60.8 59.1 +55.9 +54.4 58.1 +53.3 -57.3 +52.5 56.6 +51.9 - +51.3 55.6 +50.8 - 55.1 +50.4 54.8 +50.0 36 ft -74.8 +55.9 -71.9 +54.4 -69.8 +53.3 -88.1 +52.5 - 66.8 +51.9 - 65.7 +51.3 - 84.7 +50,8 53.9 +50.4 -63.1 +50.0 38 ft -61.3 59.8 +56.5 +55.0 58.7 +54.0 57.9 +53.1 57.3 +52.5 58.7 +51.9 - 562 +51.4 55.8 +51.0 -55.4 +50.6 ft -75.7 +56.5 -72.7 +55.0 -70.6 +54.0 -68.9 +53.1 57.6 +52.5 58.5 +51.9 55.5 +51.4 -84.6 +51.0 53.8 +50.6 ft -62.0 50.5 +57.1 +55.6 - 59.4 +54.5 58.6 +53.7 -57.9 +53.0 57.3 +52.5 -56.8 +52.0 "+51.5 -56.4 -56.0 +511; 40 ft -76.5 +57.1 -73.5 +55.6 - 71.3 +54.5 59.7 +53.7 -68.3 +53.0 572 +52.5 56.2 +52.0 55.3 +51.5 54.5 +51.1 42 ft -62.6 -61.1 +57.7 +56.2 -60.0 +55.1 -59.2 +54.3 -58.5 +532 -57.9 +53.0 -57,4 +52.5 57.0 +52.1 -56.8 +517 42 ft ! -77.3 +57.7 -742 +582 -72.1 +55.1 -70.4 +51.3 -69.0 +53.6 -672 +53.0 -662 +522 -66.0 +52.1 -652 +51.7 44 R -63.2 -61 +58.3 +56.7 - 6 +55.7 59.7 +54.8 5 +54.1 58 +53.5: -58 +53.0 -57.5 +52.6 - 57.1 -+522 ft -78.0 +582 -75.0 +56.7 -72.8 +55.7 - 71.1 +54.8 - 69.7 +54.1 -68.5 +53.5 - 67.5 +53.0 56.6 +52.6 -65.8 +522 -63.8 -62.3 -612 -60.3 -59.6 -59.0 -58.5 58.1 .67 .7 -78.8 -75.7 -73.5 -71.8 -70.4 - 892 -68.2 -67.3 -66.5 48ft +58.8 +57.3 +562 +55.3 +54.6 +54.0 +53.5 +53.1 +52.7 � +58.8 +572 +56.2 +552 +54.6 +542 +532 +53.1 +52.7 -64.4 -62.8 - 61.7 -60.8 -80.1 59.6 -59.0 - 58.6 -582 -79.5 -76.3 -74.1 -72.4 -71.0 - 69.8 -68.8 -67.9 -67.1 48 ft +59.4 +57.8 +56.7 +55.8 +55.1 +54.5 +540 +53.6 +53.1 48ft +59.4 +57.8 +56.7 +552 +55.1 +542 +54.0 +53.6 +53.1 - 84.9 -63.4 52.2 - 61.4 50.7 -60.1 -59.5 -59.1 -58.7 -802 -77.0 -74.8 -73.0 -71.6 - 70.4 - 69.4 58.5 -67.6 ft +59.9 +58.3 +57.2 +56.3 +55.6 +55.0 +54.5 +54.0 +53.6 50 ft +59.9 +58.3 +572 +56.3 +55.6 +55.0 +51.5 +54.0 +53.6 52 ft 55.5 -63.9 +80.4 +58.8 -82.8 +57.6 -61.9 +56.8 -61.2 +56.1 -60.6 +55.4 -60.0 +54.9 -59.6 +54.5 -59.2 +54.0 52 6 -80.8 +60.4 -77.6 +58.8 -75.4 +57.6 -73.6 +56.8 -722 +58.1 -71.0 +55.4 - 69.9 +54.9 - 69.0 +54.5 -68.2 -68 +54.0 -66.0 -64.4 -63.3 -62.4 -61.7 -61.0 - 80.5 50.1 -59.6 -81.5 -78.3 -76.0 -742 -72.8 -71.8 -70.5 59.6 58.7 54 ft +60.8 +59.2 +58.1 +57.2 +58.5 +55.9 +55.4 +54.9 +54.5 54 ft +60.8 +59.2 +58.1 +57.2 +56.5 +55.9 +55.4 +54.9 +54.5 -68.5 -64.9 - 63.7 -62.9 - 82.1 - 61.5 -61.0 -60.5 -60.1 -82.1 -78.9 -78.6 -74.8 -73.3 -72.1 -71.0 -70.1 -69.3 566 +61.3 +59.7 +58.5 +57.7 +56.9 +56.3 +55.8 +55.3 +54.9 ft +61.3 +59.7 +58.5 +577 +56.9 +56.3 +55.8 +55.3 +54.9 60 R -67.5 55.8 +622 +60.6 -84.7 +59.4 53.8 +58.5 - 83.0 +57.8 -62.4 +57.1 51.9 +56.6 -61.4 +56.1 51.0 +55.7 60 ft - 83.3 +62.2 -80.0 +60.6 -77.7 +59.4 -75.9 +58.5 -74.4 +57.8 -73.2 +57.1 -72.1 +56.6 -71.1 +56.1 -70.3 +55.7 007 LORIDA BUILDING CODE & ASCE 7 -05 DE - LOADS FOR COMPONENTS AND CLADDING INTERIO ZONE 4 PRESSURE S 08 n A rn C Ot 3 -a REMARKS INIT ISSUE REVISE FOR 07 FBC DRWN CL TSB CHKD FLB FLB DATE 04/19/06 02/23/09 THIS DOCUMENt IS THE PROPERTY OF FRANK L BENNARDO, P.E AND SHALL NOT BE REPRODUCED W WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.E "ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. EXTERIOR ZONE 5 PRESSURES 2007 FLORIDA BUILDINdC•Qp ASCE 7- 05, MRH =O -60 FT • • • ' •• DESIGN LOADS FOR COMPONENTS & CLADDING WIND VELOCITY =146 MPH EXPOSURE 'C' MRH =O -60' BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR AU. ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE)` ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL &COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I =1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR K2t.1:0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VAUD FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCp1 = +/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION'' OR 40% OF MRH, WHICHEVER IS SMALLER,- BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. •• • • •• • ••4 • • ' • • ' • • • •• • ••• • ••• 4 r T ▪ : ▪ • : : 'I• ELEWTIOa I, • WALL ZONE FIGURES' • FNGINEERING RRESS® • ▪ 1.0 SW 1.2tTt•AVENUE, #106 DEERFIELD BEACH, FL 33442 • ,PH• ‘954) 354 -0660 FAX: (954) 354 -0443 • WNN/W.,NGEXP.COM • • • CCCCER*OF AUTH #8986 1 PEAK ROOF HEIGHT MEAN ROOF HEIGHT RIC V 331101 ( 2-' HERS UREPATE g /q /© 7 • "3 • •• i •� •S •i• - • • • • . ••• • i •••!•� ••• i�.4.._. • • •••••-•= Iorida Building Code Online of 3 ommunity Affairs BCIS Home Log In User Registration Hot Topics Submit Surcharge Stets & Facts Publications FBC Staff BCIS Ste Map ' Links Search Product Approval USER: Public User FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email Address /Phone /Email Category Subcategory Referenced Standard and Year (of Standard) http://www.floridabuilding.orWpr/pr_app_dtl.aspx?param= Custom Window Systems, Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 • mlafevre @cws.cc Michael LaFevre mlafevre @cws.cc Michael LaFevre ## 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 MLaFevre@cws.cc Quality Assurance Representative Ralph Emminger ## 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368-6922 Ext 208 Ralph @cws.cc Compliance Method EvatieR'fleport from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Roberto Lomas the Evaluation Report Florida License PE -62514 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/31/2010 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received • • • •• •• • • • •••• •• • •••••• •• • • •r•••• • • • • i •• • i ••••• ••••• •••• • • • • • • • • • •••••• •••• •••••• • • • • • ••• • • • •• •• • • ••••• •• •••••• •••••• • • • • • • • • •••• • • • • •••• • • • ••• • • •• • • • 0000 • • • • • • ••• Certificate of Independence FL7067 R3 COI 510485A (Eval Reo H$ -8200 Impact XO 74x54)_pdf Standard Year AAMA /101/I.S.2 -97 1997 AAMA /W DMA/101 /I.S.2/A440 -05 2005 ASTM E1886 -02 2002 ASTM E1996 -02 2002 7122/20f Impact Resistant: Yes FL7067 R3 II Mikron NQA 06 -1220 l)lpif Design Pressure: +60/ -60 Verified By: Roberto Lomas 62514 Other: Large Missile, 74x54, DP = +/- 60 psf, (Impact). Created by Independent Third Party: Yes Evaluation Reports X7067 R3 A_E 510485A (Eval Rep HS- 82.00_Impact XO 74x54,., itf Created by Independent Third Party: Yes 7067.2 1 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Horizontal Slider, Impact, 111" x 63 ", XOX 1 Limits o Use Installation Instructions ed for use in HVHZ: Yes FL7067 R3 II CWS -232A (HS -8200 Impact XOX).pdf Approved for use outside HVHZ: Yes FL7067 R3 H DuPont PVB NOA 05 -1208 02.pdf Impact Resistant: Yes FL7067 R3 II DuPont SGP NOA 07- 1116- 04.pdf Design Pressure: +60/-60 FL7067 R3 II Mikron NOA 06 -122Q 01.pdf Other: Large Missile, 111" x 63 ", XOX, +/- 60 psf. Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL7067 R3 AE 5104878 (Eval Rep HS -8200 Impact XOX 111x63).pdf Created by Independent Third Party: Yes 7067.3 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Horizontal Slider Impact w/ Alum. MR. Impact Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL7067 R3 II CWS- 186AjHS-8200 Impact 72x63).pdf Approved for use outside HVHZ: Yes FL7067 R3 II DuPont PVB NOA 05 -1208 02.pdf Impact Resistant: Yes FL7067 R3 II MikrQn NOA 06 -12W8 Q1.12c1f Design Pressure: +60/ -60 Verified By: Roberto Lomas 62514 Other: Large Missile, 72" x 63 ", DP = +/- 60 psf, Al. FMR. Created by Independent Third Party: Yes Evaluation Reports Ellt§j RLAE.S1Q4 A (Eva' Rep HS =82Q0 Impact XO 72x63).pdf Created by Independent Third Party: Yes Iorida Building Code Online http: / /www.floridabuilding.org/pr /pr_app_dtl.aspx ?param =wI of 3 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products PA/TAS 201/202/203 1994 12/19/2008 12/29/2008 01/08/2009 02/03/2009 DCA Adm juisDation Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 © 2000 - 2005 The State of Florida. AU rights reserved Coovrght and Disclaimer Product Approval Accepts: • • • • • •• • 0000 • 0000 ••••• ••••• • •••• • • ••• •• • • • • •• • • • • 0 00000 • • • o o • • •••••• • • 1 •• • • • • • • • 7/7')/711110 . • • FL # M Model, Number or Name D • • 7067.1 H HS -8200 Vinyl Horizontal Slider H • - • 4 Limits of Use I Installation Instructions • • • •••, A FL7067 R3 II DuPont PVB NOA 05 28.02.pdf : •••4 Iorida Building Code Online http: / /www.floridabuilding.org/pr /pr_app_dtl.aspx ?param =wI of 3 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products PA/TAS 201/202/203 1994 12/19/2008 12/29/2008 01/08/2009 02/03/2009 DCA Adm juisDation Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 © 2000 - 2005 The State of Florida. AU rights reserved Coovrght and Disclaimer Product Approval Accepts: • • • • • •• • 0000 • 0000 ••••• ••••• • •••• • • ••• •• • • • • •• • • • • 0 00000 • • • o o • • •••••• • • 1 •• • • • • • • • 7/7')/711110 . Iorida Building Code Online of 3 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wG • • • • • •• • OOOO • OOO • ••.. •••• • OOO • • •• •• ...... • • • • • • • • • • •• • •••• • • •••• • .. '•••.. • • • 000 • • • • 000 000 ••. • • •. ' • .. •• 0000 • • •••• • • • ....., • • • .. • • • • • 000 7/22/2009 3: L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Clemmons, NC 27 012 Report No.: 510487E 336 - 945 -9695 Manufacturer: Custom Window Systems 1900 S.W. 44 Avenue Ocala, FL 34474 Product Une: 8200 PVC Horizontal Slider XOX — Impact resistant Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 9B- 72.070 method 1(d). The product listed h erein complies: Requirements of the Florida Building Code. • • •'� • • • •' • • • • • •• • • Product description: Horizontal Slider, impact resistant made of white rigid PVC. Frame and ac#rdd h were'gf• • • • •welded mitered comer cnstruction. • • • • • ••••• Supporting Technical Documentation: • • • • • • • • • • • • 1. Approval document drawing number CWS -232 Revision A, titled 8200 PVC HorizontaH9trries ,.prepargd • •.. • and sealed by L. Roberto Lomas P.E. • • • • • ; ,,,,, 2. Test reports: Report No.: NCTL210- 3459 -1, s by Gerard J. Ferrara P.E. •..•.• '• •...•. National Certified Testing Laboratories, Orlando, FL • ' • • TAS 201 -94 Large Missile Impact Test • • • • "••• ••••;• TAS 202 -94 Uniform Static Air Pressure, t60.0psf design pressure, 9.0psf water`44Itraron ' • • • • TAS 203-94 Cyclic Pressure Loading t60.0psf design pressure • • • • • • ; • • • • 3. Report No.: NCTL 210- 3459 -1A, signed by Gerard J. Ferrara P.E "• • • • National Certified Testing Laboratories, Orlando, FL AAMAANDMA/CSA 101/1.S.2/A440 -05 Design pressure: t60.Opsf Water Test Penetration: 9.0psf ASTM E 1886-02 and ASTM E1996 -02 ASTM E 1886/E 1996 Large Missile Impact Test, Level D, Wind Zone 4 ASTM E 18861E 1996 Cyclic Load Test, t60.Opsf design pressure 4. Report No.: NCTL 210- 3459 -2, signed by Gerard J. Ferrara P.E National Certified Testing Laboratories, Orlando, FL TAS 201 -94 Large Missile Impact Test TAS 202 -94 Uniform Static Air Pressure, t60.0psf design pressure, 9.Opsf water infiltration TAS 203-94 Cyclic Pressure Loading t60.Opsf design pressure 5. Report No.: NCTL 210 - 3459 -2A, signed by Gerard J. Ferrara P.E National Certified Testing Laboratories, Orlando, FL AAMA WDMA/CSA 101/I.S.2/A440 -05 Design pressure: t60.Opsf Water Test Penetration: 9.Opsf ASTM E 1886 -02 and ASTM E1996 -02 ASTM E 1886/E 1996 Large Missile Impact Test, Level D, Wind Zone 4 ASTM E 18861E 1996 Cyclic Load Test, t60.0psf design pressure 6. Anchor calculations, report number 510420, prepared, signed and sealed by L. Roberto Lomas P.E. 1of2 Luis R. Lomas, P.E. FL No. :62514 10/24/2008 L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Clemmons, NC 27012 Report No.: 510487B 336 - 945 -9695 Limitations and Conditions of use: • Maximum design pressure: ±60.Opsf • Maximum unit size: 111 "x63" • Maximum D.L.O. for active panel: 23 %456'/: • Maximum D.L.O for fixed panel: 53 %"x58 13/16" • Approved Configuration: XOX • Units must be glazed with:' /," IGU consisting of outboard lite 1/8" Ann — Air — 516" laminated inboard lite . consisting of 1/8" Ann — 0.090" DuPont Butacite PVB interlayer — 1/8" Ann. or 7/8" IGU consisting of outboard lite 3116" Ann — Air — 7116" laminated inboard lite consisting of 3/16" Ann — 0.090" Dupont SGP irgerlayer.- 3/W. •••. This product is impact resistant and does not require impact protection in wind borne deb is mens. Frame material to be white rigid PVC per NOA 06- 1220.01 • .. • • • • • Installation: ••••• • Units must be installed in accordance with approval document, CWS -232 Revision A. : • • • • • • 2of2 Ann., per ASTM E 1300. DuPont Butacite PVB per NOA 05- 1208.02 DuPont Sentry Glass Plus per NOA 07- 1116.04 This product is rated to be used in the HVHZ. • • •••• • •• • •• •••• • • • • •••••. ••■ • • • •• • •••.. • • • Certiflcadon of independence: . • Please note that I don't have nor will acquire a financial interest in any company manufacturing or dtstritTutng tte • • product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any otheoestihl involved in the approval process of the listed product(s). .. -.." .1 4,'"' .1 e —el' ,. -, • „.,, er, . -M r t'' e o d • ' "' ' • 9 - , : 1 .* , . 71";' : 7- i'‘ . ., Luis R. Lomas, P.E. FL No.: 62514 10/24/2008 •••••• • • • • • • • 00000 • • 00000 00000 • • • •••••• • • • • X TABLE OF CONTENTS HORIZONTAL SLIDER ELEVATION (LARGE MISSILE IMPACT) 112 1/4° MAX. OVERALL FLANGE WIDTH 111° MAX. UNIT WIDTH v 63 3/4" GLASS DLO 68 13/18" GLASS DLO 23 3/4° GLASS DLO 27 MAX SASH WIDTH — 58 /4" GLASS DLO 69 9/16" MAX. SASH HEIGHT GENERAL NOTES & ELEVATIONS 1 ANCHOR SCHEDULE AND NOTES 2 DESIGN PRESSURES & GLAZING 3 SECTIONS & ALT. FRAME 4 EXTRUSIONS & BILL OF MATERIALS 5 PROPRIETARY AND CONFIDENTIAL INSTALLATION DETAILS 6 - 7 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 83° MAX UNIT HEIGHT PVC IMPACT REQUIREMENT; 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 2007 FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: "X/0/X" 4. DESIGN PRESSURE RATINGS (SEE SHEETS 3) - NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E 1300. - POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E 1330. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6-8 FOR ANCHOR DETAIL. 6. SHUTTERS ARE NOT REQUIRED 7. ALL FRAMES AND VENTS ARE FULLY WELDED. SMALL JOINT SEAM SEALER USED AT FIXED MEETING RAIL AND JAMB. /4• 8. REFERENCE TEST REPORTS: 64 NCTL 210 - 3459 -1, NCTL 210-3459-1A, NCTL 210-3459-2, NCTL 210. 3459 -2A OVERALL FLANGE 9. SERIES / MODEL DESIGNATION HS -8200. HEIGHT 10. WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE BUCK OR FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 = FIXED SASH Digitally signed by Florida PE Locallorc 1432 Woodford Road Lewisville, NC 27023 Dale: 2008.07.1614:80:38 Al UPDATED PER NEW FBC REQUIREMENTS 07/03/08 ulli • • • • • •• • • • • • • ...s.......,...,:i_..,N. • • • ••• • i...... *4046z.. Lik 7 ,_ :: 1900 S.W. 44TH A E 474• ••• • • • • • •• 1 .. : ".11 /i0 TA N T A r077: 0\ tg. S & ELEVATIONS - LARGE MISSILE IMPACT LIDF¢I HA B DATE: AAJ 7/8/2008 • • '6 • • t1 Ltl jH • •HE• �I. 10F7 CWS - 232 • • _ • • • ••• • '• • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • • ••• •• •• • • • •• •• • • • ••• • • • 8° MAX. (TY?) —+ 8" MAX. (TYP) 18" MAX. 0.C. (TYP) X • • ]8" MAX. O.C. • ANCHOR LAYOUT - (FLANGE) THRU FRAME & CUP (MASONRY OPENING) � B MAX (T (TYP) 71L 4" MAX (TYP) T 8° MAX O.C. INSTALLATION ANCHORS TYP. NOTES: 1. INSTALL ONE ANCHORS AT EACH LOCATION. 2. SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4 ". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.3/16" DIA. ELCO TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2 1/2" SHALL BE ACHIEVED. 5. #10 DIA. WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/8" INTO 2 BY WOOD BUCK, OR FRAMING. 6. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVEA MIN. EMBEDMENT OF 1 1/2" INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. 7. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. 8. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. 9. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G =0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MA§ONRY - STRENGTH CONFORMANCE TO ASTM 0.90, GRADE N, TYPE 1 (OR GREATER). PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 8° MAX O.C. (TYP) X Digitally signed by Florida PE Location: 1432 Woodford Road Lewlsv8e, NC 27023 Data: 2008.07.1614:50:16 - 04'00' ANCHOR LAYOUT - (FIN) THRU NAIUNO FIN (WOOD OPENING) DETAIL B Al UPDATED PER NEW FBC REQUIREMENTS • • • • • •• NDOW SYS EM • • . . . • 1900 S.W. 4TH A l=E41E: ' • • • • • OCALA,•R.ORII IA A4474 • • • • • • • btwt * C HORIZ. SLIDE( • MuU :1 •l20r • • • • • • • • • • INSTALLATION ANCHORS TYP. 07/03/08 TITLE : ANCHOR SCHEDULE & NOTES - LARGE MISSILE IMPACT UHAWN BY: AAJ 8647 • • NP6 • • it LtIIS14:� • •• SATE: 7/8/2008 rN •NU: CWS -232 P 2 OF 7 • • • ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • ••• • • • • • • • • • • • • • ••• • 0• • • • • COMMODITY SIZES (1IP -11P) HEIGHT (IN) WIDTH (IN) GLASS TYPE 19 1/8 38 3/8 50 5/8 55 1/4 , 64 1/4 53 A,B,C,D +60/ -60 +60/ -60 +60/ -60 +60/ -60 ..., . • A,B,C,D +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 8 A,B,C,D +60/ -60 +60/ -60 +60/ -60 +60/ -60 .— 0 901/2 A,B,C,D +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 1001/2 A,B,C,D +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 1121/4 A,B,C,D +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 MODULAR SIZES (UNIT WINDOW SIZE) WIDTH (IN) 47 1/2 51 1/2 74 1/2 85 1/2 90 1/2 96 1/2 102 1/2 111 GLASS TYPE A,B,C,D A,B,C,D A,B,C,D A,B,C,D A,B,C,D A,B,C,D A,B,C,D A,B,C,D GLASS TYPE A HEIGHT (IN) 17 7/8 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 29 1/2 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 3/4 OVERALL 1/8 ANNEALED GLASS 6/18° AIR SPACE 6/18° LAMINATED 1/8" ANNEALED GLASS 3/32° DUPONT PVB INTERLAYER 1/8" ANNEALED GLASS ACTIVE SASH GLA 31 1/2 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 35 1/2 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 GLASS TYPE B 39 1/2 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 3/4 OVERALL 1/8 TEMPERED GLASS 6/18° AIR SPACE 5/18° LAMINATED 1/8° ANNEALED GLASS 3/32* DUPONT PVB INTERLAYER 1/8° ANNEALED GLASS 41 1/2 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 43 1/2 +60/ -60 +60/ -60 +60/ -60 +60/ -60. +60/ -60 +60/ -60 +60/ -60 +60/ -60 PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 47 1/2 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 54 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +601 -60 +60/ -60 +60/ -60 +60/ -60 GLASS TYPE C D1 tally signed by Florida PE Location: 1432 Woodford Road Lewisville, NC 27023 Date: 2008.07.1614:45:54. 04'00' 63 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 7/8° OVERALL 3/18 TEMPERED GLASS 1/4° AIR SPACE 7/18' LAMINATED 3/18° ANNEALED GLASS 3/32° DUPONT SGP LAYER 3/18° ANNEALED GLASS FIXED GLASS NOTE: IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE. 7/8° OVERALL 3/18° ANNEALED GLASS 1/4° AIR SPACE 7/16° LAMINATED 3/18 ANNEALED GLASS 3/32' DUPONT SGP LAYER 3/16° ANNEALED GLASS GLASS TYPE D AI UPDATED PER NEW FBC REQUIREMENTS 1 07/03/08 M •• ••• • • o • Doe 1900 SA* 44Ti1 E '• • • • • • • • • OCALA, FLORIDA 34474 TITLE:DP CHART & GLAZING - LARGE MISSILE IMPACT "P' Ly44YJ1 Y: AR1 ) (E: 7/8/2008 PVOHO)91Z. SL • ��RR MUI roe • • • • St: l �1.E: N S • : ;`""I N CWS -232 u.: • • �•• HtY .itl H:• e• H1 3OF7 ••• • • • • • • ••• • • • • • • •• • • • • • • • • • •• •• • • ••• • • • • •• •• EXTERIOR INTERIOR OVERALL FLANGE HEIGHT ' O m i SEE GLASS TYPE ; DETAILSHT.3 i ( ' . 11.. -:, :7- 3, 1 4) I l. ir III , IT TYPICAL VERTICAL SECTION NOTE: SHOWS SASH CUT AWAY UNIT HEIGHT ALTERNATE FIN FRAME, NOTE: ITEMS 27, 28, 36, 41, 42, 43, 50, 53, AND 54 ARE USED BUT NOT SHOWN FOR CLARITY. TYP CAL VERTICAL SECTION 4 NOTE: SHOWS FIXED UTE CUT AWAY ® TYPICAL HORIZONTAL SECTION DETAIL C (HEAD IMPACT HOOKS) PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. 16 PROHIBITED. DETAIL A (JAMB IMPACT HOOKS) IMPACT HOOK SPACING: 1) HEAD HOOKS: A) 8° FROM UNIT EDGE TO EDGE OF HOOK B) A THIRD HOOK 1S CENTERED IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 61 3/4 •. C) INNER HOOK 3 7/8• FROM EDGE OF MTG RAIL. 2) SASH CATCH: A) 2 - 1/2• FROM SASH CORNER TO EDGE OF CATCH. B) A THIRD CATCH IS CENTERED IN SASH IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 61 3/4 °. SASH AND FRAME HOOKS ARE TO AUGN WITHIN 1/4 °. Digltatly aligned by Florida PE Location: 1432 Woodford Road Lewisville, NC 27023 Date: 2008.07.1014:46:28. 04'00' AI UPDATED PER NEW FBC REQUIREMENTS � J\ \ ,411111///1/4 s R ,, k J r • q (P �l NDO 5T H • • • • • �' ' r 1900 S.W. 44TH AYE Ei • • • • • *• 10 51 : * OCALA' PLORR71464474 • • • • • • IMPACT HOOK SPACING: 1) JAMB HOOKS: A) 8° FROM UNIT EDGE TO EDGE OF HOOK B) A THIRD HOOK IS CENTERED IF UNIT HEIGHT IS GREATER THAN OR EQUAL TO 35 3/4•. 2) SASH CATCH: A) 2 - 1/r FROM SASH CORNER TO EDGE OF CATCH: B A THIRD CATCH IS CENTERED IN SASH IF UNIT HEIGHT IS GREATER THAN OR EQUAL TO 35 3/4•. SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 1/4 °. • • • • • • •• 1 07/03/08 �yD , AT OF ;40:::: SECTION VIEWS 8 ALTERNATE FIN FRAME - LARGE MISSILE IMPACT Qw NU.: CWS -232 • .;:•p Yjtf!/f ft-- TITLE O �`` •• 88 f 6e P \ 8b1-11 • UHAWN HY: )ATE: - OR10 , • 4° $ F NO VC RIZ. SLIDER • AAJ 7/8/2008 ilt ij .�� • . ; - • • itk LhI iE • • • _ • H' •• 1 • • 40F7 • • •• • • • • • • • • • • • • ••• • • • • • • • •• • •• • • ••• • • ••• • • • • • • • • • • • • • •• •• Item 0 1 2 3 Part 0 1-6031 H-6031 1+6031 4 7 8 9 10 11 12 13 14 15 16 17 18 20 21 23 24 25 26 27 28 30 31 32 33 35 36 37 38 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 H-8031 H-1881 FF8027 H-1497 H-6028 S-1498 1+8004 5-6005 8.8009 5-6009 8-6016 5.8018 5-6013 5.8014 8.1578 5.1556 P3804 P-3783 P3764 P3215 P -3893 P3429 8-1112 P -3788 P-4051W P-4284W P3010 P-3531 P-3342 P3752 P3438 P3352 P -3738 P4881 P-3813 P3281 P3281 P3218 P3218 P -3321 P4581 P4228 P3029 P -3033 8-1577 5-1498 1-6028 P-3113 Description Main Fr., SH w/Rg., PVC, Head Mein Fr., SH, w/Rg., PVC, Sill Main Fr., S1, w/Rg., PVC, L. Jb. Main Fr., SH, w/Rg., PVC, R Jb. Heavy Duty Meet. Pelt Alum, Fxd. Sash Meet Raft, PVC Relnt. Sash Meet Fall Sash Bottom RaIl, PYC (s.s.R for 1-6) Fbinf. S.B.RJS.S.R, Sash Side/Top/13ot. Rail Roller, track, PVC Glz. Bd., 778 ",Fxd, Hartz. Glz. Bd., 7/8 °,Fxd, Vert. Glz. Bd., 3/4 °,Sash, Fbriz. Glz. Bd., 3/4 Vert. Scrn. Adapt, w/M1, PVC, Hartz. Scrn. Adapt, PVC, Vint Frame Catch, Jamb, WC, HS Sash Catch, PVC, Impact Roller, Tandem Look, Ltpact, PVC Keeper, Impact, FVC Weep Cover w/ Rap RaInt. Rate, F.MR Wstp., 0.270 x .187 back RnSeat, Gray Glazing Bead 08 x 0.825 Ri PH SMS 08 x 1.250 Ph FHTEK, WhL 08 x 3/4" FH Ph W/ 66 Head, Sao Drifting Type A, Scr Bulb Vhryl w/ Rgid Base, .350 Hgh 08 x 3/8° Screw, Frame Impact Hook Seam Sealer, SM -5504 Cap Rug, 1/2° Fble Hot Malt, TruSeal, "1-r Set B1k., 85 Cur., 1/8° x 578'x2° Lg. F6-8200 Gold Cert. Label, NERO Tab, Impact ASTWE Temporary Ibl. (NFRCJDP) CWS IbL (logo) Glass, Fixed Glass, Sash Spacer, DuraSeal, Reed Spacer, DuraSeal, Sash Screen Frame, Fbriz. Screen Frame, Vert. Screen Frame Corner Key Screen Cloth, 18 x 18 FBterglasa Screen SpWIe, .155 Die, 8k. Screen Pull Tab Screen Spring, SS Frame Catch, Head, PVC, t6 Reint. S.B.RJS.S.R, Vert. Main Fr., HS, w/Rn., PVC Screw Support, PVC PVC FRAME FLANGE -6031 1/18 11/16' 1 1/4' 3/8' ROLLER TRACK -1678 ALUM. 6063 -T6 1 5/16" 7/8° FRAME IMPACT HOOK -1577 ALUM. 6063 -T6 (HS HEAD) 1 5/18" FRAME IMPACT HOOK -1576 ALUM. 6063 -T6 (HS JAMB) k O 5/8" T 5/8' 1 5 PVC FRAME FIN -6026 SASH IMPACT HOOK -1556 i ALUM. 6063 -T6 0 zo 5 PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 1 23/18 1 5/8° In, SASH MTG. RAIL -1497 ALUM. REINF. 6063 -T6 PVC SASH MTG. RAIL -6027 • - 0 3/16' 0 3/18' PVC SASH SIDE RAIL -6028 HD MTG RAIL -1681 ALUM. 6063 -T6. PVC SASH TOPBTM RAIL -6004 I �I I 5 5/16 7/8" PVC GLAZING BD -6016 PVC SCREEN CATCH - 6013 ce a rre40.d N' Medea Pa WWI. I43xw0000m Road L.w„maNC von Dees 200810.1814:a8A8-OM 5/8° 1• r 1/18° 3/16'- - 1 3/4' S.B.RJS.S.R. -1498 ALUM. REINF. 6063 -T6 3/16" SASH CORNER CONSTRUCTI CORNER WELD (AU. SIDES) 1 • SCREW SUP.-3113 3/16° FRAME CORNER CONSTRUCTION CORNER WELD (ALL SIDES) FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 7/" I PVC GLAZING BD - 6009 1/8 °*1 18 6I 6° PVC SCREEN SUPPORT - 6014 UPDATED PER NEW FBC REQUIREMENTS 07/03/08 •• ••• • • • • • •• • • • • • • '111NDOVb • • • • • • • • 1900 Sy1y 34TLIA NUE• • 6 • • • OCALAFLORIDA 74'• • • • • S E R LE: EXT RUSIONS I & B.O.M. - uu• Y. P VgleRQRIZ. SLIDP�R Vt • 48201, • • _ • • • • • • • • .. - LARGE MISSILE IMPACT Lr .N BY: m DATE: 7/8/2008 SC.ZLE: N�S • il:��tlIoU. A• BH4T: 5OF7 • • • �V•V NO.: CWS -232 ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• • 2 1/2° (MIN. EDGE DIST.) 1 114° • 0 • • (MIN. EMEDMENT) a � o. : EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY INSTALLER WINDOW FRAME HEAD WINDOW FRAME SILL PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS CONCRETE/MASONRY BY OTHERS CAULK BETWEEN BUCK AND OPENING BY OTHERS CONCRETE/MASONRY BY OTHERS ® VERTICAL SECTION FRAME (MASONRY) CAULK BETWEEN BUCK AND OPENING BY OTHERS • P. J • • : • CONCRETE/MASONRY BY OTHERS INSTALLATION ANCHOR, 3/18° DIA. MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT. 1 BY WOOD BUCK BY OTHERS DRYWALL BY OTHERS 1/4° MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) CAULK UNDER SCREW HEAD BY INSTALLER 1 1/4" 21/2° F.. - (MIN. EMBEDMENT) (MIN. EDGE DIST.) INSTALLATION ANCHOR, 3/18° DIA. MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT. CAULK UNDER SCREW HEAD BY INSTALLER HIGH STRENGTH STRUCTURAL GROUT BY OTHERS DRYWALL BY OTHERS 2 1/2° (MIN. EDGE DIST.) 1 1/4" (MIN. EMBEDMENT) 1/4° MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) SILL STOOL BY OTHERS USE SOLID WOOD SUPPORT TO MAKE SILL LEVEL, BY OTHERS 1 BY WOOD BUCK BY OTHERS -•-1/4" MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) CAULK UNDER SCREW HEAD BY INSTALLER EXTERIOR FINISH BY OTHERS HORIZONTAL SECTION FRAME (MASONRY) PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS CONCRETE/MASONRY BY OTHERS WINDOW FRAME JAMB PERIMETER CAULK BY INSTALLER 2 1/2° (MIN. EDGE DIST.) ® ALTERNATE PRECAST SILL DETAIL FRAME (MASONRY) Digitally signed by Florida PE Location: 1432 Woodford Road Lewisville, NC 27023 Date: 2008.07.16 14:46:09 - 04'00' PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. INSTALLATION ANCHOR, 3/18" DIA. MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT. CAULK UNDER SCREW HEAD BY INSTALLER � \S ttl (L/04/ 1/4° MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) CAULK UNDER SCREW HEAD BY INSTALLER WINDOW FRAME JAMB 1 1/4° (MIN. EMBEDMENT) PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS 1/4° MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) © HORIZONTAL SECTION FRAME (WOOD) stHl•.v.I'YUU10i1IZ. SLID MUUr • • • 82001 • • • • • • • 1 3/8° (MIN. EMBEDMENT) DRYWALL BY OTHERS CAULK BETWEEN BUCK AND OPENING BY OTHERS INSTALLATION ANCHOR, 810 WOOD ANCHOR W/ NEOPRENE BACKED WASHER THRU SCREW SUPPORT. 2 BY WOOD BUCK BY OTHERS Al UPDATED PER NEW FBC REQUIREMENTS 1 07/03/08 •• ••• • • • \ J • C EN 9 �,r APO • • • • •• • • ` :'•�` S F • ��. 1900S.W44TIir0. • o • •• • *' 0 61' sir = OCALA, FLORIDA 34474 �• 3 fAT OF i TITLE INS TALLATION THRU FRAME DETAIL -LARGE MISSILE IMPACT „ G T EEE O00 DA 7/8/2008 • : :NU. • • CWS -232 tHE.I: 6OF7 • . • U1iM BY: AA>v 8U4t: • 4t1: I ItH • 9 • ••• • • • • ••• • • • • • • • • • • • • • • ••• • • • • • • • • •• • • • •• • •• •• SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS CAULK BEHIND FIN BY INSTALLER WINDOW WRAP BY INSTALLER PERIMETER CAULK BY INSTALLER WINDOW FRAME HEAD WINDOW FRAME SILL CAULK BEHIND FIN BY INSTALLER PERIMETER CAULK BY INSTALLER WINDOW WRAP BY INSTALLER EXTERIOR FINISH BY OTHERS SHEATHING BY OTHERS INSTALLATION ANCHOR, IIIIIM•00..#8 WOOD SCREW a °2 BY WOOD BUCK BY OTHERS , L 7 .,.. i . r ____, 1 1 , VERTICAL SECTION FIN (WOOD) 1 1/2" (MIN. EMBEDMENT) LUZ (MIN. EMBEDMENT) INSTALLATION ANCHOR, 88 WOOD SCREW 1/4" MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) 1/4" MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) 2 BY WOOD BUCK BY OTHERS 2 BY WOOD BUCK BY OTHERS INSTALLATION ANCHOR, #8 WOOD SCREW SHEATHING BY OTHERS 1 112° (MIN. EMBEDMENT) F EXTERIOR FINISH BY OTHERS CAULK BEHIND FIN BY INSTALLER PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. ® HORIZONTAL SECTION FIN (WOOD) PERIMETER CAULK BY INSTALLER Digitally signed by Florida PE Location: 1432 Woodford Road Lewisville, NC 27023 Date: 2008.07.1814:48:38.04'00' 1/4" MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) WINDOW FRAME JAMB WINDOW WRAP BY INSTALLER AI UPDATED PER NEW FBC REQUIREMENTS •• ••• • • • , • -• • • • • • • • • ••• WNDOW • • •• • • • • • • 1900 SIM 44TI ENUE• OCALA, FLORIDA 34474 • •• •• • 1 07/03/08 TITLE: IlJ$TALL1ITION ANCHOR FIN DETAIL - LARGE MISSILE IMPACT std PVqH(�IIZ. SLIDBR LT AIS BY: oJ• DATE: 7/8/2008 HD • • • •� scat: • N • me NU.: CWS-232 • �20Q • R �! • • i • • it��tlltH:• l;6il: 70F7 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • •• • • • ••• • • • • •• ••• • • • ••• • • • • •••• ••• ••• • • • ••• • 00 0000 • • •• • •. • • • • •• • • •••••• • • • •• •••• •• • • • • • •••• • • • • • • •• P •• ••• ••• • • •• . Shores SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS