The URL can be used to link to this page

WS-16-2970Project Address Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit NO. WS -11-16-2970 Permit Type: WindowslShutters e rm 1 tork Window/Door Replacem P Permit Status: APPROVED Issue Date: 12/22/2016 Expiration: 06/20/2017 Parcel Number Applicant 63 NW 103 Street Miami Shores, FL 33150-1233 1121360131100 Block: Lot: MARIA E MARIN CASTANO JTR, Owner Information Address Phone Cell MARIA E MARIN CASTANO JTRS, JOSE 63 NW 103 Street -----•-•----•••- ---- ----•- • MIAMI SHORES FL33150- J Contractor(s) Phone Cell Phone AMERICAN STORM PROTECTION (305)264-0446 (305)513-0514 Valuation: Total Sq Feet: $ 4,165.00 80 Type of Work: REPLACING 4 IMPACT WINDOWS. No of Openings: 4 Additional Info: Classification: Residential Scanning: 4 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $3.00 $2.10 $2.10 $1.00 $140.00 $12.00 $4.00 $164.20 Pay Date Pay Type Invoice # WS -11-16-61856 12/22/2016 Credit Card 11/01/2016 Credit Card Amt Paid Amt Due $ 114.20 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Final Window Door Attachment Review Building 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 ng. F,pther I authorize the above-named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy December 22, 2016 Date December 22, 2016 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (30S) 762-4949 BUILDING PERMIT APPLICATION 2‘UILDING ❑ ELECTRIC ❑ ROOFING EI PLUMBING D MECHANICAL Ei PUBLIC WORKS JOB ADDRESS: / 3 vV / O3 J City: Miami Shores County: Folio/Parcel#: / % - oZ / .36,- 0)3- // 00 RECEIVED NO=ppb 5 1-4 FBC20(+ Master Permit No. (,USI6 ` Sub Permit No. El REVISION El EXTENSION RENEWAL ❑ CHANGE OF CANCELLATION El SHOP CONTRACTOR DRAWINGS Miami Dade Zip: 331 Z? 1s the Building Historically Designated: Yes NO ✓ Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): /"I A a / A E . /qAP A) CiAS1AA) OPhone#: (7 20 $I `7 - 53 5C Address: (aff ,vv /03 ST City: M/AM l S4IO2E S State: fC.. / Zip: 33/5D Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: AMER/CAN T IO RM PA437/8- f 7t / Phone#: Address: /090/ A)IA) /Sl- T S/EiL. City: A -f / HMI State: /.4-1_ Qualifier Name:, 0/U04410/'.) RP d,(2.1 �%e. Z Phone#: 6OS) 4 ? 8(07 G State Certification or Registration #: l / 64i3 7 y Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $�'7%. / /6.S .0 0 Square/Linear Footage of Work: " 0 u Type of Work: ❑ Addition Alteration ❑ New ❑ Repair/Replace IDDemolition Description of Work: Y ID � 1 Cet--n--) (j / /U rC.-c- c• -'r1419 -t././4-0 ,61.(j -p . Zip: 33/ 7Z Specify color of color thru tile: Submittal Fee $ Scanning Fee $ 5Q Technology Fee $ Structural Reuiewc 42. Permit Fee $ CCF $ CO/CC $ Radon Fee $ 2- . I O DBPR $ 2. 10 Notary $ Training/Education Fee $ 1 Double Fee $ Rnnd 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. 1 understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this 9/day of �"7Ep ,20 / ,by MARIA NIARItJ eASi Ptd 0 , who is personally known to me or who has produced Lt C- S -N Se identification and wf i n oa NATHALIE DIAZ ,s4 NY NOTARY PUBLIC Q 'r� «`�= Notary Public - State of Florida * , Commission # FF 230936 P;c My Comm. Expires May 14, 2019 clod through National Notar as Sign: Print: Seal: Sign CONTRACTOR The foregoing instrument was acknowledged before me this v 1' day of e h •, me or who has pro identification and NOTARY PUBLIC: Sign: Print: 4,--14a , 20 4'47 , by ho is personally knowato ''''''v P ,,, hNATHALIE DIAZ _aRo?a�}P'Public - State of Florida Commission # FF 230936 �, °;; ; My Comm. Expires May 14, 2019 Bonded through National Notary Assn. Seal: as ************************************ *******ale+tip**int*****************************************irk************ I1 /APPROVED BY Plans Examiner Zoning Property Search Application - Miami -Dade County Page 1 of 2 OFF!CE flF THE PROPERTY APPRIUSER Summary Report Property Information Folio: 11-2136-013-1100 Property Address: 63 NW 103 ST Miami Shores, FL 33150-1233 Owner MARIA E MARIN CASTANO JTRS JOSE D MARIN CASTANO JTRS MARIA J MARIN CASTANO JTRS Mailing Address 63 NW 103 ST MIAMI, FL 33150 Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 3 / 1 / 0 Floors 1 Living Units 1 Actual Area 2,059 Sq.Ft Living Area 1,687 Sq.Ft Adjusted Area 1,625 Sq.Ft Lot Size 9,150 Sq.Ft Year Built 1939 Assessment Information Year 2016 2015 2014 Land Value $164,440 $164,440 $98,074 Building Value $111,314 $112,023 $109,817 XF Value $623 $504 $510 Market Value $276,377 $276,967 $208,401 Assessed Value $152,396 $151,337 $150,136 Benefits Information Benefit Type 2016 2015 2014 Save Our Homes Cap Assessment Reduction $123,981 $125,630 $58,265 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i. e County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 5 PB 10-47 LOT 19 & E1/2 LOT 18 BLK 124 LOT SIZE 75.000 X 122 OR 19069-2692 04 2000 1 COC 25043-3601 09 2006 1 Generated On : 11/1/2016 Taxable Value Information PreviousOR 2016 2015 2014 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $102,396 $101,337 $100,136 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $127,396 $126,337 $125,136 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $102,396 $101,337 $100,136 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $102,396, $101,337 $100,136 Sales Information PreviousOR PriceSale Book- Page Qualification Description 04/23/2009 $120,000 26898- Financial inst or "In Lieu of Forclosure" 2548 stated 12/03/2008 $100 26694- Sales which are disqualified as a result 3699 of examination of the deed 09/01/2006 $560,000 25043- Sales which are qualified 3601 04/01/2006 $450,000 24446- Sales which are qualified 4006 The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability. see full disclaimer and User Aareement at htto://www.miamidade.aov/info/disclaimer.aso http://www.miamidade.gov/propertysearch/ 11/1/2016 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: (fier/Owner Signature a,✓aAa/t) Rdr/ tie Z Date Print Name Windows and (Doors i3 lost RRak.«i $Mtc 0 TM 805 Series Horizontal Roller 15-0505.29 35 x 25 X 0 bath • • it ij C, o) cs-, to u (.6- •s al® W o N\ i SUR.ECT 10 COMPLIANCE Wfr'ri ALL. FEDERAL S ATE ANS L( IJN"i'f HLLES AND REGULATIONS CO w O n- n Q ZON'N,:G DEPT BLDG DEPT Maria Marin-Castano 63 Nw 103rd St. Miami Shores FI 33150 entr ECEIVE© NOV 012016 r bedroom • • • • • • • •• • • • • •••• • • •••• • • •• • • • •••• • • •••• • • • • • •• •• • • • • • • • • • • • • • • •• • egress • • •• • • •••• • • • • • CWS 8400 Series Casement CD Hinge Left FL6890.1 36 x 50 bath bedroom egress TM 605 Series Single Hung 15-0611.06 ED 181/2x38 CWS 8400 Series I Casement N/A CWS 8100 Series Single Hung FL16177.1 36 x 50 n Hinge Right FL6890.1 36 x 50 1/4 0 WIND LOAD TABLE FOR COMPONENTS AND CLADDING CLIENT. 04624c4N0 ST02 oi i117N ADDRESS 63 NW 103 ST. PROJ ECT: MAIZA NlNUJ- C, SV1 r o IAw\( S01oR%kFU 3150 City State • • ZIP EXPOSURE "C " WIND VELOCITY = 175 MPH ROOF: SLOPE > 100• Zone 4 Pressures (PSF) Roof Slope > 10 Roof Ele (ft) 15 v. 10 + 17 20 40.1 43.5 41.0 44.5 42.5 46.1 22 43.4 25 + 28 30 35 + 40 45 + SO 47.1 44.8 48.6 45.8 49.6 46.2 50.2 47.7 51.7 49.1 53.2 50.5 54.8 51.4 55.8 55 + 52.8 57.3 60 53.8 58.3 15 39 42.4 40.0 43.4 41.3 44.9 42.3 45.9 43.6 47.4 44.6 48.4, 45.0 48.9 46.4 50.4 47.81 51.9 49.2 53.4 50.1 54.4 51.5 55.9 52.4 56.9 Tributary 20 25 38.3 41.7 39.2 37.7 Area 30 37.2 41.1 38.6 42.7 42.1 40.6 39.9 40.6 38.1 41.6 39.4 (Sq. Ft) 40 36.8 36.5 44.2 41.5 45.1 42.8 46.6 43.7 47.6 44.2 48.1 45.5 49.5 46.9 51.0 48.2 52.5 49.1 53.5 50.5 43.5 40.8 44.5 42.2 43.0 40.3 44.0 41.6 46.0 43.0 46.9 43.5 45.4 42.5 46.4 42.9 47.4 46.9 44.8 44.3 48.9 48.3 46.1 45.6 50.3 47.5 51.8 48.4 52.7 49.7 46.9 51.2 47.8 52.1 49.7 49.1 54.9 51.4 54.2 53.6 55.9 50.6 49.9 55.1, 54.5 35 40.2 37.7 41.2. 39.0 42.6 39.9 43.6 41.2 45.0 42.0 45.9 42.5 46.4 418 47.8 45.1 49.2 46.4 50.6 47.2 51.6 48.5 53.0 49.4 54.0 39.9 37.4 45 50 36.2 35.9 39.6 39.3 37.0 36.8 40.8 38.6 44.5 40.2 38.3 38.0 42.2 39.5 43.2 40.8 44.6 41.6 45.5 42.1 46.0 43.4 47.4 44.7 48.8 45.9 50.2 46.8 41.9 41.6 39.2 38.9 42.8 42.5 404 40.1 44.2 43.9 41.3 41.0 45.2 44.9 41.7 41.4 45.6 45.3 43.0 42.7 47.0 46.7 44.3 43.9 48.4 48.1 45.5 45.2 49.8 49.5 46.4 46.0 51.2 48.1 52.6 48.9 50.8 50.4 47.7 47.3 53.5 52.2 51.8 48.5 48.2 53.1 52.7 Zone 5 Pressures (PSF) Roof Slope >10 J Roof Elev. (ft 15 TribYt fUea (Sq. Ft) •e 20 25.1. a3Q 35 40,1 39 51.6 38.3 50.1 17 41.0 40.0 39.2 3r7. 7e2' 44, 0 36.8 47.2 40 45 •36,5 36.2 46.5 45.9 54 • 37.7 55.0 52.8 51.3 20 42.5 41.3 56.9 40.6 54.6 53.0 22 43.4 58.1 42.3 55.8 41.5 54.2 gib 9i 399 99.40, 518 50.8 40.8 40': 510 51.9 48.3 • )7e4r .37.0 X47.6 46.9 35.9 3e 36.8' 7161.146 39.0 49.9 38.6 '38.3 ✓ 49r2 x48.6 38.0 39.9' 39.5 39.21 3/t9, 51.1 r 1'49.6 4t0 25 44.8 43.6 42.8 42.2 41.6 41.2 &8 10.4 40.1 60.0 57.7 56.0 54.7 53.6 52.7 51.9 ;;51.3 50.6 28 45.8 44.6 43.7 410 42.5 42.0, 41.6 41.3 41.0 61.3 58.9 57.2 55.8 54.7 53.8 43.0 52.3 51.7 30 46.2 45.0 44.2 43.5 42.9 42.5 42.1 41.7 41.4 61.9 59.5 57.7 56.4 55.3 54.4 43.6 52.9 52.2 35 47.7 46.4 45.5 44.8 44.3 43.8 43.4 43.0 42.7 63.8 61.3 59.5 58.1 57.0 1 55.2 54.5 53.8 40 + 49.1 47.8 46.9 46.1 45.6 45.1 44.7 44.3 43.9 65.7 63.1 51.3 59.9 58.7 57.7 56.9 56.1 55.4 45 50.5 67.6 49.2 48.2 47.5 46.9 46.4 45.9 45.5 45.2 64.9 63.0 61.6 60.4 59.4 585 57.7 47.0 50 51.4 50.1 49.1 48.4 47.8 68.9 66.2 64.2 62.7 61.5 47.2 60.5 46.8 46.4 59.6 58.8 46.0 58.1 55 52.8 51.5 50.5 49.7 49.1 70.8 68.0 66.0 64.5 63.2 48.5 62.2 48.1 47.7 47.3 51.2 60.4 59.7 60 + 53.8 52.4 51.4 50.6 49.9 72.0 69.2 GENERAL NOTES 1. TABLES VAUD ONLY FOR BUILDINGS OF MEAN ROOF HEIGHT 60 FT. OR LESS. 2. ROOF ELEVATION H. 15 DETERMINED BY USING FIGURE 1 AS REFERENCE. 3. IDENTIFY ZONE OF COMPONENT PER FIGURE 1. 4. POSITIVE AND NEGATIVE LOADS ARE TAKEN AT MEAN ROOF HEAIGHT AND APPLY TO ALL FLOORS. 5. TABLE ABOVE SHOWS MAXIMUM DESIGN LOAD FOR SHOWN BUILDING HEIGHT IN END ZONE. 67.2 65.6 64.3 FIGURE 1 49.4 63.3 48.9 48.5 48.2 62.3 61.5 60.8 D=10% OF LEAST HORIZONTAL DIMENSION ELEVATION "H" FOR SLOPED ROOF'S IS THE MEAN ROOF HEIGHT. ZONE 4=1 ZONE 5 MO 6. THIS DOCUMENT IS NOT VAIJD WITHOUT THE EMBOSSED SEAL OF AN ENGINEER EMPLOYED BY AL-FAR000 CORPORATION. 7. NO PORTION OF THIS DOCUMENT MAY BE USED OR REPRODUCED IN ANY MANNER, EXCEPT FOR THE PORTION OF ASCE 7-10 SET FORTH HEREIN. 8. ALL LOADS ARE CALCULATED AS PER ASCE 7-10 AND LATEST FBC 2014 STANDARDS Mkt 10-02-13 drown by. M.F. REVISIONS: no date by description chocked by: N.M. DWG NO. 1 SHEET 1 OF 1 AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 SW 87 AVE TEL. (305) 264-8100 MIAMI, FL 33174 FAX. (305) 262-6978 SEAL JAVAD AHMAD FLA P.E. j 70592; EB CAN. 3538 •••• • • • •••• • • • ••• • • ••• • ••• •• • ••• • ••• • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION 1 F CCEPTANC.E (NOA) T.M. Windows LLC 1543 N. Powerline Road Pont s ano Beach FL 33069 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (;7. 86) 315-2599 wwvw.miamidadCW:et nomy .. . .... •.... . . . •... •••• .•• . This NOA is being issued under the applicable rules and regulations governing, alio, *use of .construction • • materials. The documentation submitted has been reviewed and accepted by Mia i-iAde CountrAER - Product Control Section to be used in Miami Dade County and other areas wherertk,sld by the Authority Having Jurisdiction (AHJ). • • This NOA shall not be valid after the expiration date stated below. The Miar$i–Dade Codnty Product Control Section (In Miami–Dade County) and/or the AHJ (in areas other than Miarri l Dade CoroWtreserve 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. RER reserves the right to revoke this acceptance, if it is determined by Miami–Dade County Product Control Section 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, includin the High Velocity Hurricane Zone. - • . DESCRIPTION: Series "805" Aluminum Jiorizontal Rolling Window — L.NLI., APPROVAL DOCUMENT: Drawing No. WO -81, titled "Series 805 Alum. Horizontal Rolling Wdw. (L.M.L)", sheets 1 through 7 of 7, dated 09/19/08, with revision E dated 03/16/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, 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 Section. 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, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOAII 13-0107.08 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. MIAMI•DADE COUNTY APPROVED . NOA No -15-0505:29 jExpirati n Date: May 13, 2019 Approval Date: August 13 2015 Page 1 • T.M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • A. DRAWINGS• . .•• 1. Manufacturer's die drawings and sections. • • . (Submitted under NOA No. 09-1110.02) • 2. Drawing No W08-81, titled "Series 805 Alum Horizontal Rollitla dw, (L.4)", sheets 1 through 7 of 7, dated 09/19/08, with revision E dated 03k14/15, piip ei by • A1—Farooq Corporation, signed and sealed by Javad Ahmad, P1;••: B. TESTS •• . . • . 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FSC TA;6i44.94 • 2) Large Missile Impact Test per FBC, TAS 204.94: .... • , 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 • • • • 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5945, dated 07/31/09, signed and sealed by Julio E. Gonzalez, P.E. (Submitted under NOA No. 09-1110.02) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) 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 an aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5457, dated 01/22/08, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 09-0105.02) 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 along with marked -up drawings and installation diagram of aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5459, dated 01/17/08, signed and sealed by Michael R. Wenzel, P.E. (Submitted under NOA No. 09-0105.02) • • • E - 1 Manuel ' r, P.E. Product Contro lx'• miner NOA No. 15-0505.29 Expiration Date: May 13, 2019 Approval Date: August 13 2015 T.M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. TESTS (CONTINUED) • •.•. •• • 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per'FSC, TI S.2R2-94 •• 2) Large Missile Impact Test per FBC, TAS 20i • . . 3) Cyclic Wind Pressure Loading per FBC, TAS,43-94 •••• •• along with marked -up drawings and installation diagram of an'aile»inum ho%izohtal rolling window (XO), prepared by Fenestration Testing Laborat ' :nc., 'Ig$t„tpport • No. FTL-3995, dated 11/13/03, signed and sealed by Edmund aespa'da, P.E. (Submitted under NOA No. 04-0120.01) •• • •• • • 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94. 2) Uniform Static Air Pressure Test, Loading per FAC, T46192-94 • • 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 and TAS 202-94 along with marked --up drawings and installation diagram of an aluminum horizontal rolling window (XOX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. RTL -3946, dated 11/04/03, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 04-0120.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014) and of no financial interest dated 03/16/15 and revised on 08/07/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. 3. Notice of Acceptance No. 13-1126. 20 issued to Allnex USA, Inc. for their "Uvekol S Laminated Glass lnterlayer", dated 02/20/14, expiring on 02/08/19. E-2 Manuel P , P.E. Product Contr Ex iner NOA No. 505.29 Expiration Date: May 13, 2019 Approval Date: August 13 2015 T.M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS: .•. 1. Statement letter of conformance, complying with FBC-5'h Edit16n (2014)i•gcd of no •• financial interest, dated March 26, 2015, issued by A1-Farooq Cbrl3bfation'signed and sealed by Javad Ahmad Y.E. 2. Laboratory compliance letter for Test Report No. FTL-5945, isSued•1?y Ferk,s4Wfon • Testing Laboratory, Inc., dated 07/31/09, signed and sealed by 3nko•E. Gonzalez; P.E (Submitted under NOA#09-1110.02) " " • 3. Laboratory compliance letter for Test Report No. FTL-5457, issued•ly Fenestration Testing Laboratory, Inc., dated 03/13/08, signed and sealed by Car1Qs S. Ria; P.E. • (Submitted under NOA No. 09-0105.02) • 4. Laboratory compliance letter for Test Report No. FTL-5459, issued by Fene,tratiion "Testing Laboratory, Inc., dated 02/21/08, signed and sealed by Michael R. Wenzel, P.E. (Submitted under NOA No. 09-0105.02) 5. Laboratory compliance letter for Test Reports No. FTL-3946 and FTL-3995, issued by Fenestration Testing Laboratory, Inc., dated 11/04/03 and 11/13/03 respectively, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No 04-0120.01) • • G. OTHERS 1. Notice of Acceptance No. 14-0107.08, issued to T.M. Window LLC, for their Series "805" Aluminum Horizontal Rolling Window - L.M.I., approved on 02/20/14 and expiring on 05/13/10. .yAtia0 �• Manuel P , P.E. Product Control miner NOA No. 15-0505.29 Expiration Date: May 13, 2019 Approval Date: August 13 2015 E-3 • • •••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • • • • . • ••• . • •• • • • • • •• •• •• • • .•• • • • • • ••• 3/16" ANN. GLASS • • .090" InterlcyS • • • • Soflex Clear An: Color Goss • • By 'Eostmon .0 rnical C'.' • -3/16" ANN•CLAVI • • • SILICONE ‘k - GE RGS777p4 : •z DOW C 9 5 .� • •••" • • • • • •ri •1 • • 3/8" MIN. TYP. AT 1/4 POINTS ON UTES IDER THAN 36" ONLY C/1. -TYPE 'A' 7/16_OVERALL GLASS —3/16" HEAT STREN'D GLASS .120" Interlayer Uvekol S By 'Annex USA, Inc. 3/16' HEAT STREW() CLASS •• • • • .090" IntRMyer • • Komi)), SeAryCla• • • By 'Kurarof Amerlo, •,c.' • • • • -3M SIEAT STREW° GLASS SILICONE GE RGS7700 DOW CORNING 995 • 3/16" HEAT STREN'D CLASS SILICONE T -GE RGS7700 DOW CORNING 995 28 AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY TYPE 'C' 1/2" OVERALL GLASS • • • • AT 1/4 POINTS ON LITES WIDER THAN 30" ONLY TYPE 'B' 7/16" OVERALL GLASS 3/16" ANN. GLASS .120" Interloyer Uvekol 5 By Allnex USA, Inc.' 1-3/16" ANN. GLASS SILICONE -GE RGS7700 DOW CORNING 995 AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY TYPE 'D' 1/2" OVERALL GLASS GLAZING OPTIONS SERIES _805 ALUMINUM IIORIZONTAL ROLLING WDW. DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 1 & 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI-DADE COUNTY APPR'D WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. 1/8" TEMP. GLASS T\- 1/4" AIR SPACE 1 —1/8' ANN. GLASS .090" Interloyer Soflex Clear And Color Gloss By 'Eastman Chemical Co.' 1/8" ANN. GLASS SILICONE GE RGS7700 DOW CORNING 995 _ r AT 1/4 POINTS ALL SIZES TYPE 'E' 11/16" OVERALL INSUL. GLASS ADDL. ANCHOR REDD. FOR INSTALLATIONS INTO WOOD STRUCTURES OR THRU WOOD BUCKS INTO MASONRY FALSE MUNTINS (SURFACE APPLIED) MAY BE USED 32 7/8" D.'_. OPG. 37 1 /2" VENT WIDTH 33 1/2" D.L. OPG. TYPICAL ELEVATION XO OR OX SIZES 6" MAX. HEAD/SILL CORNERS MAXIMUM DESIGN LOAD RATING - PSF FOR SIZES SHOWN ABOVE OR SMALLER GLASS TYPE 'A' EXT.(+) T1 NT.(-) 80.0 1 90.0 GLASS TYPE '6' EXT.(+) f' T.(-) 90.0 r 130.0 GLASS TYPE EXT.(+) I 1NT.(-) 9c.0 1 90.0 GIASS TYPE '0' EXT.(+)�.(-) 55.0 1 55.0 GLASS TYPE '9' EXT.(+)f INT.(-) 79.0 I 79.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUMINUM LATCHES, FOR METALLIC SWEEP LATCHES LIMIT MAX. LOADS TO 180.0 PSF. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Engr. 18980 AHMAD CML FOA PE / 70592 C.A.N. 7b 38 APR" '1 2015 PRODEJCT RE'.VISED complying with the Florida Budd mg Cade ;7-3.9C1 AcceptanceNo C Notion Dote cehlU CF N 0 OJre 0 ID 111 05 • 0o 0 LC Z • 8 006441 1.1c4 451 3 a, o 3 a I 0 J ,r51 I [ drawing no. W08-81 (sheet 1 of 7, VENT HEIGHT 56 1/2' D.L OPG. •____ -- 1/ 11 I ,II l = '' Z 3 I /� �3II I 1 •/LI /_ d n II II L o __ 32 7/8" D.'_. OPG. 37 1 /2" VENT WIDTH 33 1/2" D.L. OPG. TYPICAL ELEVATION XO OR OX SIZES 6" MAX. HEAD/SILL CORNERS MAXIMUM DESIGN LOAD RATING - PSF FOR SIZES SHOWN ABOVE OR SMALLER GLASS TYPE 'A' EXT.(+) T1 NT.(-) 80.0 1 90.0 GLASS TYPE '6' EXT.(+) f' T.(-) 90.0 r 130.0 GLASS TYPE EXT.(+) I 1NT.(-) 9c.0 1 90.0 GIASS TYPE '0' EXT.(+)�.(-) 55.0 1 55.0 GLASS TYPE '9' EXT.(+)f INT.(-) 79.0 I 79.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUMINUM LATCHES, FOR METALLIC SWEEP LATCHES LIMIT MAX. LOADS TO 180.0 PSF. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Engr. 18980 AHMAD CML FOA PE / 70592 C.A.N. 7b 38 APR" '1 2015 PRODEJCT RE'.VISED complying with the Florida Budd mg Cade ;7-3.9C1 AcceptanceNo C Notion Dote cehlU CF N 0 OJre 0 ID 111 05 • 0o 0 LC Z • 8 006441 1.1c4 451 3 a, o 3 a I 0 J ,r51 I [ drawing no. W08-81 (sheet 1 of 7, • • ••• • • • ••• •• •• • 8 • •• •• •• • • •• • • •• • • •• • • •• •••• •• • • • • • • • • 1 • • • ••• • • • • ••• ADDL. ANCHOR REOD. FOR INSTALLATION INTO W000 STRUCTU OR \f THRU WOOD BUCKS INTO NRY 1 E • • • •• • •• • • •• •• • • • _ •1116 MAX.• ". • • •• • • • • •-0W•INDOW WID'.RI • • • • ••• ••• • ••• 10.164j • • • 6" MAX. FALSE MUNTINS 3 HEAD\SILL MAY BE USED AT FIX LITE 9 3/8" MAX. 6" MAX. (SURFACE APPLIED) /1 HEAD \SILL • • • r •• ••• •• AT VENT I. I •••• I i- • •I •• • • •• I ••1 1 I I. • • • • • • • • • I • •, • • •I, •••,, •• ,I 1 I t II II I I II II I L_J D, II _—JL___4 . , , , II . �/ ___dr.c==r__ O U o 1 II 111_ u u II 32 7/8" D.L. OPO. 37 5/8" VENT WIDTH 33 1/2" O.L. OPG. HEAD/SILL CORNERS 32 7/8" 0.L DPG. 37 5/8" VENT WIDTH AUA JlG8J MAXIMUM DESIGN LOAD RATING — PSF FOR SIZES SHOWN ABOVE OR SMALLER GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'E' EXT.(+) 1NT.(—) EXT.(+) 1 1NT.(—) EXT.(+) 1 INT.(—) EXT.(+) 1NT.(—) 80.0 90.0 90.0 7 130.0 90.0 I 90.0 79.0 79.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUM LATCHES, FOR METALLIC SWEEP LATCHES LIMIT MAX. LOADS TO ±80.0 PSF. 29 ADDL. ANCHOR REOD. FOR INSTALLATIONS INTO WOOD STRUCTURES OR THRU W000 BUCKS INTO MASONRY FALSE MUNTINS (SURFACE APPLIED) MAY 8E USED 111" MAX. WINDOW WIOTII 14 7/8" rMAX. H1.90 SILL 1 1 3_ TYPICAL ELEVATIONS 1 I I 24 5/8" D.L. OPG. 29 1/4" VENT WIDTH 50" MAX. D.L. OPG. I I 24 5/8" O.L. OPG. 29 1/4" VENT WIDTH X0X SIZES MAXIMUM DESIGN LOAD RATING — PSF FOR SIZES SHOWN ABOVE OR SMALLER GLASS TYPE 'A' GLASS TYPE '8' _ EXT.(+) I 1NT.(—) EXT.(+) 1 INT.(—) 80.0 It 90.0 90.0 I 130.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUM LATCHES, FOR METALLIC SWEEP LATCHES LIMIT MAX. LOADS TO ±80.0 PSF. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 Engr: JAVAD /MAD CML 6" MAX. HEAD/SILL CORNERS PRODUCT REVISED as complying with the Florida D lnldiag Code I�p� Acceptors. No Ex'ration Date By Miami ode Product ( g. drawing no. W08-81 (sheet 2 of 7,) T _); 1 I t 1 I I I'1 f t t. _t WINDOW HEIGHT 58 3/4" VENT HEIGHT 56 1/2" D.L. OPG. 4 I 1 J. I II 1 -IL' ii 11 II IL= II I PI, g /1/ 1 /1 •�5 {I /1-3- 1 3 1 I t _Ap_,,,_,_ .j' `y _____, . lL _.�n it 1 it D Oa i OI X11 — It__ iI .I/ — �I 11 I 11 '---.------W--1 T't --1 ti4t1-i- -r-- - 1 TYPICAL ELEVATIONS 1 I I 24 5/8" D.L. OPG. 29 1/4" VENT WIDTH 50" MAX. D.L. OPG. I I 24 5/8" O.L. OPG. 29 1/4" VENT WIDTH X0X SIZES MAXIMUM DESIGN LOAD RATING — PSF FOR SIZES SHOWN ABOVE OR SMALLER GLASS TYPE 'A' GLASS TYPE '8' _ EXT.(+) I 1NT.(—) EXT.(+) 1 INT.(—) 80.0 It 90.0 90.0 I 130.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUM LATCHES, FOR METALLIC SWEEP LATCHES LIMIT MAX. LOADS TO ±80.0 PSF. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 Engr: JAVAD /MAD CML 6" MAX. HEAD/SILL CORNERS PRODUCT REVISED as complying with the Florida D lnldiag Code I�p� Acceptors. No Ex'ration Date By Miami ode Product ( g. drawing no. W08-81 (sheet 2 of 7,) • •••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •••• • • •• • • •• • •• •• • • • ••• • •• •• • • ••• TYPICAL ANCHORS SEE ELEV. FOR SPACING • • •• •• • • • • ,10 X PH SOS 2 PER CUP. • • • •• • • •• •• 4" LONG NO LOAD CLIP • METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING j MIAMI—DAOE COUNTY APPROVED I MULLION & MULLION ANCHORS SEE SEPARATE NOA EDGE DIST TYPICAL ANCHORS SEE ELEV. FOR SPACING SEALANTS: ALL FRAME AND VENT JOINTS AND SILICONE OR ACRYLIC SEALANT. 71 "TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NCT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO. THE BUILDING.STRUCTURE.= 1—TYPICAL ANCHORS: SEE ELEV FOR SPACING CONNECTIONS SEALED WTH 1/4" DIA, ULTRACON BY 'ELCO' (Fu=177 R51, Fy=155 1451) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMOS) DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4' MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 1/4" DIA TFKS SELF DRILLING SCREWS 8Y 'ITW' (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 1 /8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 414 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8•) (NO SHIM SPACE) WEEPHOLES: W1 = 1-1/4" X 1/4' WEEPHOLES WITH PLASTIC BAFFLE AT 4-7/8" FROM EACH END AND AT MIDSPAN W2 = 1-1/4" X 1/4" WEEPHOLES AT 4-7/8" FROM EACH END AND AT MIDSPAN W3 = 2" LONG WEEP NOTCH AT EACH ENO W4 = 1" LONG WEEP NOTCH AT 32" FROM EACH END 2" LONG ILL CLIP ADAPTER TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST. TYPICAL ANCHORS 3 PER CLIP TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY — 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, 51LL 0R JAMBS f'c = 3000 PSI MIN. >—C-90.HOLLOW/FILLED'BLOCK 'AT JAMBS -f'r7,"= 2000 PSI MIN. — . Engr:.JAVAD •AHMAD �— CML Fit ,P[ 13538 70592 Ctdl PR 07201! PRODUCT REVISED —� s complying with The Florida Building Cude Acceptance Nn I�O� Rs ration Date Dy Mi Product Corurod 5 drawing no. W08-81 (sheet 3 of 7 • •••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• • • • • •• • • •• ••• •• • •• • • •• •• • •• •• •• • • ••• • •• •• • • ••• 1/4- SHIM MAX. METAL STRUCTURE VENT WIDTH ' • '. •• •• ▪ •• ▪ • • •• •• • • • • • • • •1/4"•AAX. •• • • • • • • • • • SH S • • ••••• • ••• ••• • •• • • • •• .4if •• • • • • • • • • - D.L.D...t TYPICAL ANCHORS SEE ELEV. FCR SPACING EXTERIOR WINDOW WIDTH XO LAYOUT OX OPPOSITE TYPICAL ANCHORS SEE ELEV. FOR SPACING v P 1 /4• 18Y W9OD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING SCREENS OPT.— -- r TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR WINDOW WIDTH XOX LAYOUT MWJI—DADE COUNTY APPR,0 MULLION SEE SEPARATE NOA 1BY WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 1 EXTERIOR WINDOW WIDTH WINDOW WIDTH SCREENS OPT. VENTS WITH SPRING LOADED LATCIIES Engr: JAVA() AHMAD CML FlA PEN 535 70592 C,A ' t P� R 072015 PRODUC F REVISED as complying with the Florida Building Code I3 -Q .29 Acceptance No En•'ration Date :R7116 2019 Product Cco1ro1, 0) ao a 00 0 r'0i . w Z 3 id I3Cv OS zap ^ 3 11 9 drawing no. W08-81 (sheet 4 of 7 ) • •••• • • • ••• •• •• • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •••• •• • •• • •• •• •• • •• •• •• • • ••• • •• •• • • ••• 1/4' SHIM MAX. METAL STRUCTURE VENT WIDTH • • • • • • •• •• • • •• •• • • • • • • • • 1/r MAX. • • • • IMS • TYPICAL ANCHORS • • • • • • SEE ELEV. • • • • • • • • • • FOR SPACING le jig i:L v►► TYPICAL ANCHORS SEE ELEV.-' FOR SPACING 1/4' SHIM MAX. VENT WIDTH XO LAYOUT OX OPPOSITE D.L.O. .y v . 1BY W�OD BUCKS VENT WIDTH 1/4" MAX. SHIMS 18Y WOOL BUCKS fA SCREENS OPT. --- TYPICAL ANCHORS SEE ELEV. RDR SPACING TYPICAL ANCHORS SEE ELEV.-- FOR SPACING D.L C. EXTERIOR WINDOW WIDTH XOX LAYOUT MIAMI -RADE COUNTY APPR,0 MULLION SEE SEPARATE NOA _TYPICAL ANCHORS f SEE ELEV. FOR SPACING EXTERIOR WINDOW WIDTH WINDOW WIDTH SCREENS OPT. VENTS WITH SWEEP LATCHES Eng, JAVAD AHMAC C V1L FLA. Pt# # 70592 CA. 3538 APR 7 20 PRODUCT REVISED comply ing with the Florid■ p Building code 1t-0 �• 2 / Acceptance No EN.iretion Dow SG7111614 )9 By /Ii/r.��4 Miam'D.�dc Pn. ct Mcg 3 3 t` rn z (0 N 3 0o0) a, 0 0) U� . Z J Z J= p O= W C J a J 3n m a < Z O VI ZZ OD a yam vi -vim rk in u of F d 0 N b 5 DATED TO 2014 EDC drawing no. W08-81 (sheet 5 of 7 • •••• • • • ••• •• •• • • •• • •• •• • • • • • • • • • • • • • • • • •• • ••• •• • •• • •• •• •• • •• •• •• • • ••• • • • • • ••• 3.069 .062 1.875 2.437 1.425 0 0 L- 1.500 -moi 1.030 I- FRAME HEAD 1 0 .688 1.375 I 1.250 1.000 L TOP & BOTTOM RAIL 1.000 p I • Liii� •• .750 • I .125 --IF- ••• • WIND LOAD CLIP • • • • • • • • • • • • • • • •• • ---1.480 .077 .313 a T • .563 o SILL TRACK 1.071 1 .062 1.255 Typ .929 SILL CLIP ADAPTER .406 1.719 0 2.708 .062 TYP. -1.641 FRAME SILL TOP 3.270 1.000 •• s• • 4Qpo .125_1 ( s) MTG. STILE REINF. JAMB STILE 18 FIX. STILE REINF. 0 MEETING STILE 12 VENT LATCH • • • • • • • ••• • • • • • • • • • • • • • ITEM PART / QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARX9 TM -1.3 • •1 FRAME HEAD 6093-T6 - `. •TM 41A- 1E1 1 : - FRAME SILL BASE 6063-T6 - 48 TM -1o4 • • •1 FRAME SILL TOP 6063-96 - . • 5TM-131A _ 6 7 .-� N •_•- �PE00. AS REOD. FRAME JAMB - VENT 6063-96 - FRAME JAMB - FIXED 6063-96 - TM -138 2/ VENT TOP AND BOTTOM RAIL 6063-T6 - TM -139 1/ VENT JAMB STILE 6063-16 - 1 •8 9: • 10.140 • • 1/ VENT MEETING STILE 6063-76 - : jM-13' • I/ VENT FIXED STILE (SPRING LOADED LATCH) 6063-T6 - •3A •TM -137A 1/ VENT FIXED STILE (SWEEP LATCH) 6063-96 - 1: ••_i 13 1 1 1/ VENT SILL TRACK INSERT 6063-T6 - I1 •• • TM -135-135 SRL CLIP ADAPTER, 12" LONG 6063-96 AT MTG. STILE LOCATION 12 TM -118 - SPRING LOADED VENT LATCH. 3-1/8' LONG 6063-96 AT 010 SPAN 12A 1/ VENT METALLIC SWEEP LATCH - AT MID SPAN 128 S8 X 3/4' 2/LATCH SWEEP LATCH MOUNTING SCREWS - FH SMS 13 TM -1414 AS 9E00. GLAZING READ (LAMINATED CLASS) 6063-T6 8063-16 - 138 TM -181 A5 13E90. GLAZING BEAD (INSUL. LAM. GLASS) - 14 TO -154 AS 9500, WIND LOAD CLIP, 4" LONG 6063-T6 - 15 - 1/ STILE MEETING STILE REINFORCING 6063-76 - 16 - 2/ STILE FIXED STILE REINFORCING 6063-96 - 17 W31225 AS RCOD. FIN SEAL W'STRIPPING (.270' X .220" HIGH) WOOL - 18 W43371 AS REO C. FIN SEAL W'STRIPPING (.187' X .370' HIGH) WOOL - 19 W43201 A5 9100. FIN SEAL W'STRIPPING (.187" X .200" HIGH) WOOL - 20 P5043 - ADHESIVE BACK CLOSED CELL FOAM 7/5" X 1/2" X 1-7/16' LONG AT EACH ENO 21 22 23 - 2/ VENT VENT ROLLER HOUSING & GUIDE PLASTIC - #12 X 1" #10 X 1" - - 2/ CORNER_ 2/ CORNER VENT ROLLER/WHEEL BRASS - FRAME ASSEMBLY SCREWS - .H P. PHILLJPS SMS P.H. PHILLIPS 5M5 24 25 VENT ASSEMBLY SCREWS - 1/ LATCH AS RECO. 1 VENT LATCH SPRING S7. STEEL - 26 W31175 FIN SEAL W'STRIPP ,NG (.187' X .175' 11104) WOOL - 27 59-151 SILL RISER 6063-T6 - 28 - AS 8100. SETTING BLOCKS 0108 DURCMETER 803,5 SHORE A FIXED STILE (SPRING LATCH) 8 FIXED STILE (SWEEP LATCH) .435 7--��jj -5 .604� ,502 .923 <J/ GLAZING BEAD (LAM. GLASS) .163 1 r_ ° , x.040 540 .500 <3� -'-.923 GLAZING BEAD (INSUL. LAM. CLASS) 0 FRAME SILL BASE 3.042 -1.764--- 3.283 - 3.283 -xi .875 0 FRAME JAMB - VENT V FRAME JAMB - FIXED 1 .062 1.919 1 .163 1.799 C7 SILL RISER Engr. 1404D AMMO CML FLA. PE % 70592 CAN. 3 38 72015 PRODUCT REVISED as complying .vi4, the Florida Dvilding Code Acceptance No 15'0 Ex , iration Dale By Mna Dade Po 1rSERIES 805 ALUM HORIZONTAL ROLLING WDW. 7a 3. o S / ig h tic-" .-) (drawing no. W08-81 sheet $ of 7 • • ••• • • • •• •• • • •• • •• •• • • • • • • •• • • • • • • •• • ••• • • • • •• •• • • • • ••••••• • •. • • • • • •w• (2) #12 x 1 1/4" PH. SMS. ASSEMBLY SCREWS FRAME TOP CORNFR _(4) #12 x 1 1/4" PH. SMS. ASSEMBLY SCREWS FRAME BOTTOM CORNER (2) #10 x 1" PH. SMS. SSEMB, SCREWS • • • • • •• •• • • • • • • • • • • • • • • • • ••• ••• • VENT TOP CORNER ••• • • • • •• • • • •• • • • ••• •• ,(2) #10 x 1' PH. SMS. ASSEMBLY SCREWS _(2) #10 x 1" PH. SMS. ASSEMBLY SCREWS VENT BOTTOM CORNER FIXED MTG. RAIL TOP CORNER (2) #10 x 1" PH. SMS._ ASSEMBLY SCREWS FIXFD MTG RAD BOTTOM CORNER Eng,: JAVAS AHMAD CML FLA PE d 70592 C.A.N. 38 R 07201! PRODUCT REVISED as complying with the Florida Building Cod` l5oSo5.29 Acceptance % 2O1 E. intim Date M Hy Miom de Product 8/5/2015 t{GI'd3()3r`.rnefltd Business() Professibna Regulation Florida Building Code Online BCIS Horne Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications t FBC Staff BUS Site Map Links Search lkenseefftdently. Regulate fairly. Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL 4 Application Type Code Version Application Status Comments Archived Product Manufacturer FL16177-R1 Revision 2014 Approved Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 ekoss@cws.cc Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Koss Erin ekoss@cws.cc • • • • • • • • •• • • • • •• • • • • • •••• •••• Erin Koss • • • • •••• •••• 1900 SW 44th Ave. Ocala, FL 34474 • • • (352) 368-6922 Ext 291 • • • • • • ekoss@cws.cc Jay Lathrop 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Windows Single Hung • • • • • • • • • • • • • •• • • • • • • • • •• • •••• • • • • • •• • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A. Turner Evaluation Report Florida License PE -58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL16177 R1 COI EValRep CWS -812B (SH -8100, IMP, NoSillAnch).pdf Referenced Standard and Year (of Standard) Standard Year AAMA/W DMA/CSA/101/I. S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 haps://www.11oridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh 10y8QtjDbmBIPjuPdYuGeM3yY u1882%2Wrew%3d%3d 1/2 8/5/2015 Florida Building Code Online ,Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 04/14/2015 04/21/2015 04/25/2015 06/22/2015 FL # Model, Number or Name Description 16177.1 SH -8100 PVC Single Hung SH -8100 PVC Single Hung Impact Resistant window. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70/-70 Other: SH -8100 PVC Impact, no sill anchors required. Safety glazing required on outer lite above 30 ft. in HVHZ. Glass complies to ASTM E1300-04. Installation Instructions FL16177 R1 II CWS -6.12.5 ISH -8100. IMP. NOSilIAnch).odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL16177_R1_AE--DuPont PVB NOA 13-012 _27.91df FL16177 R1 AE EvalRep GWS -842B ?MP • • • NoSillAnch).odf • • • FL16177 R1 AE Quanex (MTkrorl)T14A 140,147 2..u1P Created by Independent TI1iR]•rty: Yes • • • le r tl •••• •••• •••• • • •••• • • • •• • • • • • • • • • ••• •• Contact U5 :: 1940 North Monroe Street Tallahassee FL 32399 Phone: 850-487-1824 • • • The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accetibilit! St:cement :.Refund•Statement • Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -i ecords requ•st, do not send elecjronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 150.087.1395. *Pursuant to Sectio• 455,275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the DeSaltmenewith an entE•.•ress if theylave • one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do ndt wishato ripply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee tn!er CI♦•dpter 455, F.S., please click here . Product Approval Accepts: • 11 Ieetwk srcuriI V Mr rii.i , https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh 10y8QtjDbmBIPjuPdY uGeM3yYu1882%2b.lrcw%3d%3d 2/2 URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 812B April 18, 2015 Product Description: Series 8100 PVC Single 1-Iung, Large Missile Impact, 51 7/8" x 61 3/4" unit size, +/-70 PSF, no anchors in sill Manufacturer: Custom Window Systems, Inc. 1900 SW 44`h Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 5th Edition (2014) Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL 2) Approval drawing CWS -812B, signed and sealed by Lucas A. Turner, P.E. • • 3) Test Report NCTL-210-3815-1A, -2, and -2A, by National Certified Testing Isaboiaatories, • Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed,iM5.201/2V72. 94, ASTM E 1886-02/04/05, 1996-02/04/06/09, and AAMA/WDMA/CSA 1191yi.S!2/A440-06 4) Supplemental Calculations to support CWS -812B, signed and sealed by LucraVarrurner.PT.•• • • • Installation: Units must be installed according to approval document CWS -812B..••••• • • • Limitations of Use: This product: : • : • • • May be used in O/X configuration in sizes and with max. glass DLO height :as shown in:CWS-• 812B • Is impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires 7/8" Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite (Tempered required above 30 ft in HVHZ) — Air — 5/16 Laminated (1/8Ann-.090PVB-1/8Ann) inboard lite • Requires Dupont PVB Interlayer per Miami -Dade N.O.A. 13-0129.271 • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 12-1017.021 •• • •••• • • • •• a 1 I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5`h Ed. (2014) Florida Building Code for use in this product. Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do 1 intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. 4/18/2015 Lucas A. Turner, P.E. FL PE #58201 Lucas A. Turner 2015-04-18 22:20-04:00 • •••• • • •• •• • • •• • • • • • • •• •• •• •• • • •• •••• •• • • •• •• • •• • • ••• • •• • • •.•• •• • • • •• • • • • • • •• SINGLE HUNG - LARGE MISSILE IMF:AU 53 1/8" MAX. OVERALL FLANGE WIDTH 51 7/8" MAX. UNIT WIDTH 47 11/16" GLASS DLO A 63" MAX. OVERALL FLANGE HEIGHT 61 3/4" MAX. UNIT HEIGHT •• •• • • • • • • ••• ••• • • • • • • • • ••• • •• • • • •• • •• • • • •• • • •• • • GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED • ►O COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT • eDITIQNTIiCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND RA;ED OR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED • IPWSTI4E 1996 PER THE FBC. 2. GLAZING OPTIONS: • •7 COVJGURATIONS: "O/X".(SEE SHEET 2) O X • •4. DEGN PRESSURE RATING: • •-NEGZTIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND • • • • • • • • • • 44 S TABLES ASTM E-1300-04. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. O B 26 13/16" GLASS DLO 30 3/16" MAX. SASH HEIGHT X 26 7/8" GLASS DLO TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1 GLAZING DETAIL 2 SECTION VIEWS 3 EXTRUSIONS & B.O.M 4 ANCHOR SCHEDULE & NOTES 5 INSTALLATION DETAILS 6 451/16" GLASS DLO A 48 3/8" MAX. SASH WIDTH 5. ANCHORAGE. THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT SEE SHEET 6 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REOUIRED. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. 8. SERIES / MODEL DESIGNATION SH -8100. 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 = FIXED SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 11. EXTERNAL WEEP SLOT = 1/4" x 1-1/4" LOCATED 4" FROM BOTH ENDS. MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING 51-7/8" x 61-3/4" +/ 70 PSF LARGE MISSILE IMPACT Cpm WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT 0 0 0 N co 0 Ill 0 2 w UPDATED PER 2014 FBC RECONFIGURED 9/2012 DESCRIPTION JBY REVISIONS O z ...tnurJ ...ti0 E.. T e' G E No 58201 . P ;a STATE OF :� 'OS/0NAV, ti?+`%% 4/11/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS DRAWN BY BAT DATE: 06/18/12 DWG #: CWS -812 REV: 8 SCALE: 1:15 SHEET 1 OF 6 • •••• • •• •• • • • • • • • • •• •• •• • • • • ••• • • •• • • • • ••• • • • ••• • • • • • • •• • • •• • • • • • • •• •• • • •• • • • • ••• •• • • • • • • • • • • • • ••• ••• • ••• 7/8" OVERALL INSULATED GLASS 1/8" ANNEALED OR TEMPERED 7/16" AIRSPACE • • • • • • • •• • •• • • • •• ••• •• • • • • • • • • • •• • • • • • ••• •• 5/16" LAMINATED GLASS 1/8" ANNEALED .090" PVB INTERLAYER BY DUPONT -.1/T ANNEALED DURASEAL BY TRUSEAL PURFECT GLAZE "H" OR SIKAFLEX 552 1/2" GLASS BITE 7/8" OVERALL INSULATED GLASS 1/8" ANNEALED OR TEMPERED 7/16" AIRSPACE 5/16" LAMINATED GLASS 1/8" ANNEALED .090" PVB INTERLAYER BY DUPONT --- 1/8" ANNEALED ' DURASEAL BY TRUSEAL PURFECT GLAZE "H" OR SIKAFLEX 552 - f 1/2" GLASS BITE ro gr, WINDOW SYaiEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 8100 PVC SINGLE HUNG IMPACT C) O O N o O 1— >- co — UPDATED PER 2014 FBC RECONFIGURED 9/2012 DESCRIPTION m 0 Z REVISIONS `,,, uinllp,, `,,,,, P' ?RE W T'ii. • :-J No E51970.1:::1:4-:(1:::::;-. r. -•: :*: 7.-D: .(L 0.•. STATE OF :(: 111144:17:1/12::: LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: GLAZING DETAILS DRAWN BY BAT DATE. 06/18/12 DWG # CWS -812 REV.: B SCALE 1:1 SHEET 2 OF 6 • •••• • • • ••• •• •• • • •• • •• •• • • • • • •• • •• •• • • • • • • • •••• • • • •• • • •• •• • •• •• • • • ••• • •• •• • • ••• SECTION A -A NOTE: ITEMS NOT SHOWN FOR CLARITY: 20, 25-26, 36-37, 44, 51-52, 55-56, 64, 67-68 INTERIOR • • • • •• •• • • •• • • • • • • ••• • • • • • • • • •• • z • INTERjdR •• • •• • • ••• •• ®m®®Q02) IWIPIM)1111 I rrII l.* •• • • • ••• •• SECTION B -B NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW, RIGHT SIDE SHOWS SASH SECTION VIEW. WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.CWS.CC 8100 PVC SINGLE HUNG IMPACT 0 0 c 0 W 0 UPDATED PER 2014 FBC 1 EMK 1- Q m RECONFIGURED 9/2012 DESCRIPTION: 0 0 z REVISIONS p0`,,p:ORE w ,7.,,, �S oG� v.��'N58201 2 +, * ;*- STATE OF ..:441:: 0 :.0�.: x� '11 , I IONA', A' � ,`, 4/11/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION. SECTION VIEWS DRAWN BY BAT DATE 06/18/12 DWG #: CWS -812 REV.: B SCALE: 1:2 SHEET 3 OF 6 • •••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •••• •• • •• • • •• •• • •• •• •• • • ••• • • •• • • ••• PARTS LIST ITEM PART 1$ DESCRIPTION VENDOR MATERIAL H-6031 Main Fr., SH, w/Flg., PVC, Head Mikron Vinyl 2 H-6031 Main Fr., SH, w/Flg., PVC, Sill Mikron Vinyl 3 H-6031 Main Fr., SH, w/Flg., PVC, L. Jb. Mikron Vinyl 4 H-6031 Main Fr., SH, w/Flg., PVC, R. Jb. Mikron Vinyl 6 S-1577 Impact Hook Keymark Alum 8 H-6027 Sash Meet. Rail, PVC Mikron Vinyl 9 H-1497 Reinf. Sash Meet. Rail Keymark Alum 10 H-6028 Sash Bottom Rail, PVC Mikron Vinyl 12 H-6004 Sash Side/Top/Bot. Rail Mikron Vinyl 13 S-1498 Reinf. S.B.R./S.S.R 14 S-6064 Glz. Bd., 7/8" Mikron Vinyl 18 S-6013 Scrn. Adapt., w/Nib, PVC, Horiz. Mikron Vinyl 19 S-6014 Scrn. Adapt., PVC, Vert. Mikron Vinyl 20 S-6029 Sash Stop / Filler, PVC, Vert. Mikron Vinyl 23 H-1699 Reinforcement, SBR Keymark Alum 24 P-2190 Balance BSI 25 P-3059 Sash Cam, PVC BSI 26 P-3046 Take Out Clip BSI Plastic SS 27 P-3783 Lock, Impact, PVC Interlock 28 P-4069 Keeper, Impact, PVC Interlock Zamac 30 P-3215 Weep Coker w/ Flap Gaer Plastic 32 P-3429 Wstp., 0.270 x .187 back FinSeal, Gray Ultrafab 37 P-4638 #8 x 2-1/2 PH Mod. Truss, Type A, TEK 2 Fastenal Steel 38 P-3768 #8 x 0.625 Ph PH SMS Hub City Steel 39 P -4051W #8 x 1.250 Ph FH TEK, Wht. Hub City Steel 40 P -4264W #8 x 3/4 FH PH w/#6 Head, TEK, Wht. Hub City Steel 44 P-3342 Seam Sealer, SM -5504 Schnee 45 P-3752 Cap Plug, 1/2" Hole M&M Nylon 47 P-3438 Sikaflex 552 or Purfect Glaze "H" Sika/Henkel 48 P-3352 Set. Blk., 85 Dur., 1/8" x 5/8" x 2" Lg. F. Lowe Rubber 51 P-3881 Temporary Lbl. (NFRC/DP) 52 P-3613 CWS Lbl. (logo) Pro Label 53 Sash SEE SHEET 2 GLASS 54 Fixed SEE SHEET 2 GLASS 56 P-3281 Spacer Duraseal 62 P-3218 Screen Frame, Horiz. Allmetal Alum 63 P-3218 Screen Frame, Vert. Allmetal Alum 64 P-3321 Screen Frame Corner Key Allmetal Plastic 65 P-3581 Screen Cloth, 18 x 16 Fiberglass Betterwe Fiberglass 66 P-3228 Screen Spline, .155 Dia., Blk. Dapa Vinyl 67 P-3029 Screen Pull Tab Summit Alum 68 P-3033 Screen Spring, SS FI. Screen SS 70 P-3113 Screw Support for PVC T. Plastics Nylon 71 H-1836 Alum. Fixed Rail Keymark Alum 72 S-6063 Cover, Fixed Rail Mikron Vinyl 73 S-1112 Reinforcement, Impact Hook Keymark Alum 74 P-3541 #8 x 1/2", Pan Head, TEK Fastenal Steel LINE ITEMS NOT USED: 5, 7, 11, 15-17, 21-22, 29, 31, 33-36, 41-43, 46, 49-50, 55, 57-61, 69 2 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. PVC FRAME FLANGE -6031 7/8" 9/16"1 11 n 1/16" • • • • • • • • 1 5/8" 1/16" • [ p • • • • i • L • : f :: g • • ••••••• • • • • • P1� SESHl3i14 FIIL-6028 •• • • • • • ••• •• 1-11/16"—le ••• • • • • • •• 4b,•• •• • • • ham--- 2 3/16" • • • • • REINF., IMPACT HOOK - 1112 PVC SASH STOP - 6025 3/4- 3/16" 1 T 1/16' REINF. S.B.RJS.S.R. - 1498 03/16" IMPACT HOOK S-1577 1 3/16" PVC SASH SIDE RAIL - 6004 1/2" I- 1 1/8"–{ 1/16" PVC SCREEN CATCH - 6013 REINF. BTM RAIL -1699 -o( i 0 1 5/8" 1/16" PVC SASH TOP RAIL -6027 -- 1 1/2" 2 1/8" /16" FIXED RAIL - 1836 9/16" 1 5/16" 045" PVC FIXED RAIL COVER - 6063 REINF. TOP RAIL -1497 FRAME CORNER CONSTRUCTION CORNER WELD (ALL SIDES) 1:8 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1:8 8100 PVC SINGLE HUNG IMPACT 5/16" PVC SCREEN SUPPORT - 6014 PVC GLAZING BEAD -6064 SCREW SUPPORT -3113 M 0 0 UPDATED PER 2014 FBC 1 EMK N m 0 m 1-- 0 3- m RECONFIGURED 9/2012 NO.:1 DESCRIPT REVISIONS N u,un Z�•No 58201, :moo * :;• = 7. STATE OF :� 'i�(C ••COR 10.•'G� ''S70NA1 E s%%%• 4/11/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: BOM AND EXTRUSIONS DRAWN 0V: BAT DWG St CWS -812 SCALE: 1:2 DATE: 06/18/12 REV.' B SHEET 4 OF 6 • •••• • • • ••• •• •• • • •• • •• •• • • • • . •• •• •• •. • . • . • • •. •••• •• • •• • • •. •• • • •• • • • ••• . •. •• • • ••• 6" MAX. (TYP.) 6" MAX. (TYP.) - 4" (TYP.) 10 /2" MAX. O.C. (TYP.) _ • • • • • .. • • •11" MAX. 01 (NP.* • • • • • • • I • I • • •1 • • • • • • ••• • ••• V •• • • I I •• . •• •• ••• • • O • •• • • • • • 1;? X 101/2" MAX. O.C. (TYP.) 4" (TYP.)- 4" (TYP.) NO ANCHORS REQUIRED IN SILL 1 ANCHOR LAYOUT - (FLANGE) SEE NOTE 2 • •• •• IMSTALLATION • • •A CHOR (TYP.) MTG RAIL NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. NO ANCHORS REQUIRED IN SILL. 2. SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. rANCHOR TYPE, SIZE. SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS. SEE TABLE 1. SHEET 6 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 5. 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 SPECIFIED IN TABLE 1, SHEET 6. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL 8E MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL. 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMANVDMA 250(BOX WINDOWS), FMA/AAMANVDMA 300(EXTERIOR DOORS) Ci®r WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT 40 0 0 N O IJ 2 W d >- 03 [0 III UPDATED PER 2014 FBC RECONFIGURED 9/2012 (n Z 0 (7 Z � o 0. cc a (r 0) 0 Ea 0 Z ",% •11•e/,#,, ,,`` PtiDRE w T',,,. No 58201 ',."P 'a:* is 29p1 STATE OF : O ''.0•6‘'S/Pr.g11 � �`•% Z------ 4/11/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION. ANCHOR SCHEDULE AND NOTES DRAWN BY: BAT DATE: 06/18/12 DwG#. CWS -812 REV.: B SCALE: 1:15 SHEET 5 OF 6 •••• • • • ••• •• •• • • • •• •• • • • • • • • • •. • • • • • •• •• • ••• . • •• • • • •• • •• • •• • • ••• • •• • • • •.• SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER INSIDE AND OUT TYPICAL HEAD ANCHORAGE MIN. EDGE DIST. SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 SUBSTRATE BY OTHERS SEE TABLE 1 1/4" MAX. SHIM CONTINUOUS DOUBLE 3/16" BEADS OF TREMGLAZE U1600 SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND BUCK BY INSTALLER. 1/4" MAX. SHIM f MIN. EMBEDMENT SEE TABLE 1 CDAA VERTICAL SECTION TYPICAL SILL ANCHORAGE MIN. EDGE DIST SEE TABLE 1 • • • • • •• MIN. EMBEDMENT • • • • • • • • • • • SEE TABLE 1 SUBSTRATE • • • • • BY OTHERS • • • •• • • • • 1/4' MAX. SHIM SEE TABLE 1 • • • • • • • • Pill •• • • • •• ••• •• ■r • • • INS1NL LATION ANCHOR �II;.' , • • • SEE TAE 1 �♦� i • �I•• • • • • • ••• •• TABLE 1: APPROVED INSTALLATION FASTENERS SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. CONCRETE (2.0 KSI MIN.) 3/16" MN TAPCON 1-1/2" 1-1/8" HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) 3/16" ITW TAPCON •CRETE (2.85 KSI MIN.) itirerJJ%FILLED 3/16" ELCO ULTRACON 1" 1" 1 CMU (ASTM C -9o) 3/16" ELCO ULTRACON 1-1/4" 2-1/2 .--'I 2X MIN. SOUTHERN PINE (G=0.55) 3(16" ITN/ TAPCON OR ELCO ULTRACON 1-3/8" 7/8" 2X MIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8" 7/8" 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YIELD MIN) #10-16 HILT1 KWIK-FLEXOR FEW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 7/16" 1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MIN.) #10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.125" 7/16„ PERIMETER SEALANT BY INSTALLER INSIDE AND OUT MIN. EDGE DIST. SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER BO6 HORIZONTAL SECTION TYPICAL JAMB ANCHORAGE OHORIZONTAL SECTION 6 Criagom WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA. FLORIDA 34474 WWW CWS.CC 8100 PVC SINGLE HUNG IMPACT UPDATED PER 2014 FBC RECONFIGURED 9/2012 Z 0 a U 0 W ¢ z REVISIONS LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 BOX FRAME INSTALLATION SHEET DESCRIPTION' HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN By BAT - MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED DWG a: INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. CWS -812 - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. SCALE' 1:2 DATE: 06/18/12 REV.: B SHEET 6 OF 6 8/5/2015 S I Flo -da Cepartmentct Busines'( ) Profess' na Regulation r essio a BCIS Home Log In User Registration tkenteeffidently. Regulate fairy. Product Approval USER: Public User Florida Building Code Online Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff SCIS Site Map Links Search Product Approval Menu > Product or Application Search > Applicati0n List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL6890-R5 Revision 2014 Approved Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 ekoss@cws.cc Koss Erin ekoss@cws.cc Erin Koss 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 ekoss@cws.cc Jay Lathrop 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 jlathrop@cws.cc Windows Casement Ext 291 • • • • • • • • • • • •••• • • •••• • • •• • • • • •••• • •••• • • • • • • • • • • • • • • • •• • •••• • • • •• • .• • • • • • .• Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A. Turner Evaluation Report Florida License PE -58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL6890 R5 COI EvalRep CWS -161C (CA -8400, IMP).odf Standard AAMA/WDMA/CSA 101/I.S.2/A440-05 ASTM E1300-04 ASTM E1886-05 ASTM E1996-05 PA/TAS 201/202/203 Year 2005 2004 2005 2005 1994 haps://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu4Bg7NfwG9nY8CIMsOVDVxOFNzIHrYUmo%3d 1/2 8/5/2015 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 04/20/2015 04/21/2015 04/23/2015 06/23/2015 FL # Model, Number or Name elll�9 Description 6890.1 8400 Vinyl Casement 8400 Vinyl FIg/Fin Casement. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +67.5/-67.5 Other: 8400 Vinyl Casement, Large Missile, DP = +/- 67.5 psf, Max. size 37" x 72". Outer lite in I.G. to be fully tempered when used 30 ft. above grade in HVHZ. Glass complies with ASTM E1300-04. Installation Instructions FL6890 R5 II CWS -161C (CA -8400, IMP).L df Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL6890 R5 AE_DuPont PVB NOA 13-0129 27.odf FL6890 R5 AE EvaiRep CWS -161C (CA -8400. IMP).pdf FL6890 R5 AE Quanex (Mikron) NOA 12-1017 02.odf Created by Independent Third Party: Yes • • I:::>..i rNert • • • •• • • • • • •• •• • • • •••• •••• • • Contact U4 :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 8S0 -48-8t • • • • • • • • • • The State of Florida is an AA/EEO employer. Coovrioht 2007-2013 State of Florida.:: Privacy Statement :: Acce•sibiata Statement oRefun tatement • • Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to #pobbli•-fitcords request, do not send eleir•rf4 • • mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please cont ct 50.487.1395. "Pursuant to Section • 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the lel3At to2 with an email Address if they have • • one. The emails provided may be used for official communication with the licensee. However email addresses are public•recor . If you do nit wish t supply a p ri�ppr� al • • I address, please provide the Department with an email address which can be made available to the public. To determine if you are a license. o* l opter 4557 FS, please click here . • • • • • • • • Product Approval Accepts: • • • • • • • WI eCiKk El • • • •• • securltysit.I Rlt.0 haps://www .floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu4Bg7NfwG9nY8CIMsOVDVxOFNzIHrY Umo%3d 2/2 URNER ENGINEERING & • CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 161C April 18, 2015 Product Description: Series 8400 PVC Casement Window, Large Missile Impact, DP67.5, 37" x 72" unit size with HS laminated glass, or 37" x 63" unit size with annealed laminated glass Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 5`h Edition (2014) Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL 2) Approval drawing CWS -161C, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3673-1, -1A, -2, -2A, and NCTL-210-3674-1, -1A, -2, -2A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by GerarcjJ. Ferrira►,•II.£. a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA I,Q01.1.2/A4.40- • 2005, and ASTM E 1886/1996 2002/2005 4) Supplemental Calculations to support CWS -161C, signed and sealed by Lucas...Turner, Installation: Units must be installed according to approval document CWS -161C. Limitations of Use: This product: • May be used in X config. in unit sizes up to 36" x 72" with 1/8" (HS or Terri.) eu:boardb-air. 1/8HS-090PVB-1/8HS laminated inboard glass, or in unit sizes up to 36" x 63" with 1/81eAfifl? or Temp.) outboard, -air- 1/8Ann-090PVB-1/8Ann laminated inboard glass •..' •••• • • •• •• • •.•. .... • • Requires outer lite in I.G. to be fully tempered when used in I-IVHZ •above 30 ft of grade • • • •• • Requires max. glass daylight sizes as shown in CWS -161C • Achieves design pressures of+/ -67.5 psf • Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Dupont PVB Interlayer per Miami -Dade N.O.A. #13-0129.27t • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade NOA 12-1017.021. t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5th Ed. (2014) Florida Building Code for use in this product. Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. ��o� t r]0REbV�T/regi z., . No 58201 - . * i*▪ = 1.� . STATE OF :W 4/18/2015 Lucas A. Turner, P.E. FL PE #58201 Lucas .A. Tumef 20154)4-20 11:59-04:00 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• CASEMENT - LARGE MISSILE 1MPQCT• • 38 1/4" MAX. OVERALL FLANGE WIDTH 37" UNIT WIDTH 35" MAX. SASH WIDTH 73 1/4" MAX. OVERALL FLANGE HEIGHT 72" MAX. UNIT HEIGHT 70" MAX. SASH HEIGHT N./ MAX. UNIT SIZE DESIGN PRESSURE RATING 1 i /( +/- 65 PSF / HVHZ C X NON HV I \, i \` /I 4 — - 65 /2" GLASS DLO e e e 30 1/2" GLASS DLO LEFT HINGED - SHOWN RIGHT HINGED - OPPOSITE TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1 GLAZING DETAILS 2 SECTION VIEWS 3 EXTRUSIONS & B.O.M 4 ANCHOR SCHEDULE & NOTES 5 INSTALLATION DETAILS 6 •• •• • • •• • • • • • • • • •33$$ P• • • • A 1, OVER% L FLANGE -WIDTH IDI • 37" UNIT WIDTH • • •3540 • •MAX. S*S1IWID1H• • • • ••• • • • • • • • 1 • • • •• • • • • 64 1/4" MAX. OVERALL FLANGE HEIGHT 63" MAX. UNIT HEIGHT B MAX. SASH HEIGHT GENERAL NOTES: a: 1.-rl-?E PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED • •70 COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT • •E TION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) • • • • 41, IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. •• • •• B 2. GLAZING OPTIONS: (SEE SHEET 2) •• • 3. CONFIGURATIONS: ALL WINDOWS ARE OPEN TO OUTSIDE LEFT OR • • RIGHT. • • 04. DESIGN PRESSURES: -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE, AND GLASS TABLES ASTM E-1300-04. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 561/2_. 7. ALL FRAMES AND VENTS FULLY WELDED. GLASS DLO 8. SERIES/MODEL DESIGNATION CA -8400. A 30 1/2" LASS DLO RIGHT HINGED - SHOWN LEFT HINGED - OPPOSITE 9. THE DESIGNATION X STANDS FOR THE FOLLOWING: X = OPERABLE SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. LOCATION MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING r NON-HVHZ 37" x 63" +/- 65 PSF HVHZ +/- 67.5 PSF LARGE MISSILE IMPACT NON HV 37 x 72"+/- * +/ 65 PSF HVHZ 67.5 PSF 4 — - Cautionr WINDOW SYSTEM 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 8400 PVC CASEMENT IMPACT Lel co C.75 0 0 CV co 0 n 0 1- W 1- 0 a 0 a >- co UPDATED PER 2014 FBC UPDATED PER 2010 FBC FBC UPDATE DESCRIPTION U c0 Q 0 Z REVISIONS 4/18/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION GENERAL NOTES AND ELEVATIONS DRAWN BY'. ADE DATE 05/05/07 DWG a: CWS -161 REV.: C SCALE: 1:15 SHEET 1 OF 6 • • *00 • • • • •• •• • • • •• •0 • • • •• •• •• • • • • •• 0410 • • • • • • • • •• • • 4100 • • • • • • • 7/8" OVERALL 1/8" ANNEALED or TEMPERED 7/16" AIR SPACE 5/16" LAMINATED GLASS 1/8" ANNEALED .090 DUPONT PVB INTERLAYER 1/8" ANNEALED SIKAFLEX 552 OR PURFECT GLAZE -1-1" • • • • • • •• 00 • • •• •• • • • • • • • • • • • • • • • • • • • • • • 4100 000 • •00 ••• • • •0 • • • •• 00• •0 • • • • • •. • • • • • 41410 •• 7/8" OVERALL 1/8" HEAT STRENGTHENED or TEMPERED 7/16" AIR SPACE 5/16" LAMINATED GLASS 1/8" HEAT STRENGTHENED .090 DUPONT PVB INTERLAYER 1/8" HEAT STRENGTHENED SIKAFLEX 552 OR PURFECT GLAZE 'H" 1/2" GLASS BITE 1/2" GLASS BITE 0a GLASS TYPE A J GLASS TYPE B MAX UNIT SIZE MAX POS. DP GLASS TYPE 37" x 63" +67.5 A 37" x 72" +67.5 B Criaggoo WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8400 PVC CASEMENT IMPACT Lo m C') 0 0 N co 0 0 0 O W 1- a w Lu Lu 0 w 0 0 UPDATED PER 2014 FBC UPDATED PER 2010 FBC FBC UPDATE DESCRIPTION: 0 0] 0 Z REVISIONS ,,, 111 11 ,,,, ` Pr10 RE 1 T ,,,,•'. ,vGPy. Na 59201 Gp.r'1' a; STATE OF ,'ONA,, ,�•'`• 4/18/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: GLAZING DETAILS DRAWN BY: ADE DATE: 05/05/07 DWGM: CWS -161 REV.• C SCALE: 1:1 SHEET 2 OF 6 • •••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• • • • • •• • • •• •••• •• • •• • • •• •• • •• •• • • • ••• • • •• • • ••• INTERIOR SECTION VIEW A -A ALTERNATE FIN FRAME ITEMS NOT SHOWN FOR CLARITY: 14, 16-17, 19-20, 25, 27, 32, 34, 37-38, 42, 44-45, 50 • • • • •• •• •• • •• • • • • . • - • • • • • • SNTERIOS I • • • • • ••• ••• ••• ••• • • .• •• • • SECTION VIEW B -B aeggaUll8 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW. CWS.CC 8400 PVC CASEMENT IMPACT W O W W W O ? Q Q [D UPDATED PER 2014 FBC UPDATED PER 2010 FBC FBC UPDATE DESCRIPTION U 0] 0 z REVISIONS ''''ut ••III, ' 't`` P1.,JRE41'G�� • No 58201 P :: +; ▪ O: STATE OF T1. 4� SS;O N A - s%, 4/18/2015 LUCAS A_ TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: SECTION VIEWS DRAWN BY DATE: ADE 05/05/07 DWG #: CWS -161 REV.: C SCALE: 1:2 SHEET 3 OF 6 • •••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • •• •••• •• • •• • •• •• • •• •• • . • ••• • •• •• • • ••• PARTS LIST ��77w�v,jj/��y� y(NJa�1(Ll 1198,I• WINDOW SYSTEMS L'r 1900 SW 44TH AVE. OCALA, FLORIDA 34474 wWW.CwS.CC ITEM PART # DESCRIPTION VENDOR MATERIAL 3 1/8" I FRAME AND SASH CORNER 1 H -6030B FR, CASE., MAIN, HEAD MIKRON PVC • • • • • CONSTRUCTION 2 H-60308 FR, CASE., MAIN, SILL MIKRON PVC • • • • • M.Q •• • 3 H-60308 FR., CASE., MAIN, JB., RIGHT MIKRON PVC • • i d • • • • 4 H-60308 FR., CASE., MAIN, JB., LEFT MIKRON PVC• • • • • © • =/32• 1--- 5 H -6030A FR., CASE., W/ FIN MIKRON PVC 321/32. O 27/32" r 8400 PVC CASEMENT IMPACT 6 H-6008 SASH, CASE., TOP RAIL MIKRON PVC } \ 7 H-6008 SASH, CASE., BOT. RAIL MIKRON PVC 1 1/44 8 H-6008 SASH, CASE., SIDE RAIL, HINGE MIKRON PVC • ,�� r--� Z • • • •P�/u GLAZING BEAD 9 H-6008 SASH, CASE., SIDE RAIL, LOCK MIKRON PVC • • • • • • •• • S-6064 CORNER WELD (ALL SIDES) 10 H-1592 SCREEN RAIL, SIDE/BTM KEYMARK ALUM• 0 • 11 H-1593 SCREEN RAIL, TOP/SIDE KEYMARK ALUM • QVC RL/MGE1kRAMIE • • • • • • m o `r - o F 0 REVISIONS 12 GLASS SEE SHEET2 H -60308o 13 P-3028 SET. BLK., 85 DUR., 1/8" X7/8" X2" LG. FRANK LOWE RUBBER 14 P-3029 SCREEN LIFT -OUT SUMMIT i -211/32"--1o 15P-3113 SCREW SUPPORT FOR PVC TEAM PLASTICS RUBBER 21/32' mi 7'16 1 I w a¢ m 16 P-3195 SCREEN SPRING, NO HOLE TENSION Q m — m 17 P-3197 SCREEN CORNER KEY M&M NYLON 1/16" 1/16" UPDATED PER 2014 FBC UPDATED PER 2010 FBC l FBC UPDATE DESCRIPTION: 18 P-3217 WSTP., WHITE LEAF SEAL, FRAME AMESBURY RUBBER 21/4" 19 P-3228 SCREEN SPLINE, .155 DIA, BLK DAPA /16" COIL, .062 X .656 COIL, .05 X 437 0 P-4491 P-4050 20 P-3281 SPACER, DURASEAL, SEE SHEETS DURASEAL TRUSEAL 21 P-3342 SEAM SEALER, SM -5504 SCHNEE SILICONE s_8_7---1/16" 22 P-3429 WSW., .270 X.187 BACK, ULTRA FIN, BLACK, SASH ULTRAFAB PVC SASH 23 PURFECTGLAZE "H" , SIKAFLEX552 HENKEL, SIKA H-6008 24 P-3539 #8 X 3/4" QUAD PH TEK, ZINC, SCREW 25 P-3581 SCREEN CLOTH, 18 X16 FIBERGLASS PHIFER P-3587 #8 X 1" PH FH TEK 2, SS, SCREW FASTENAL SS 7/32" 126 17/32' U m ¢ O 27 P-3613 CWS LBL. (LOGO)z `,, "' "��,`, P�• p,ENyv"lG'.� ` GP.-\.! S6" ;.nr'g :: ' Na 58201 ":<(r1 to, * 7.7."'D : x: :'fl. STATE OF : • •• • • • • • • • ••• • • • ••• • • •• • •• •• • • • • •• •• • • • •••• • •• • • •• • • • • ••• • • • • ••• 12 1/2" MAX. O.C. (TYP.) 6" MAX. (TYP.) 6" MAX. (TYP.)- 10" MAX. O.C. (TYP.) SEE NOTE 2 I H ANCHOR LAYOUT - (FLANGE) FOR UNITS UP TO 37" x 72" 12 1/2" MAX. O.C. (TYP.) 6" MAX. (TYP.) 6" MAX. (TYP.)- 14 3/4" MAX. O.C. (TYP.) 8" MAX. O.C. (TYP.) 4" MAX. (TYP.) 4" MAX. (TYP.)- SEE NOTE 2 INSTALLATION ANCHOR (TYP.) 8" MAX. O.C. (TYP.) INSTALLATION ANCHOR (TYP.) ANCHOR LAYOUT - (FLANGE) FOR UNITS UP TO 37" x 63" I •• SEE /* 2 • • • • •• •• li •• •• • • • • • • • s- max. 0.0! (TYPO • - • • • • • • •1" MAX. (TYR.)-• ... • 04• MAX. (1 t- • 6' THRU FRAME ANCHOR HINGE SIDE JAMB (TYP.) ANCHOR LAYOUT - (FIN) FOR UNITS UP TO 37" x 72" rSEE NOTE 2 Z•■ •• ••• •s- • •• • • • • • • •• •— • • •• 8" • • • • 'AAA O.C. • • ITY•.M • • • INSTALLATION ANCHOR (TYP.) I ■ • </ • • • • • 1 6" THRU FRAME ANCHOR HINGE SIDE JAMB (TYP.) ANCHOR LAYOUT - (FIN) FOR UNITS UP TO 37" x 63" NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. ■fir 3. ANCHOR TYPE, SIZE. SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS. SEE TABLE 1, SHEET 6. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 5. 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 SPECIFIED IN TABLE 1, SHEET 6. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF IX BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL. 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE 1, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMANVDMA 300(EXTERIOR DOORS) c_Ill "/_, WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8400 PVC CASEMENT IMPACT 0 0 c") co O O w 0 W 1 - Lu 0 114 0 3- 0 UPDATED PER 2014 FBC UPDATED PER 2010 FBC FBC UPDATE DESCRIPTION: U 0 O z REVISIONS LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION ANCHOR SCHEDULE & NOTES DRAWN BY ADE DATE: 05/05/07 DWG a: CWS -161 REV.: C SCALE: 1:20 SHEET 5 OF 6 • • ■/ • • •• • • • • • ••• • • • • • • s• • • X• • ■ • • 1 1 1 0 • J-- • 6' THRU FRAME ANCHOR HINGE SIDE JAMB (TYP.) ANCHOR LAYOUT - (FIN) FOR UNITS UP TO 37" x 72" rSEE NOTE 2 Z•■ •• ••• •s- • •• • • • • • • •• •— • • •• 8" • • • • 'AAA O.C. • • ITY•.M • • • INSTALLATION ANCHOR (TYP.) I ■ • </ • • • • • 1 6" THRU FRAME ANCHOR HINGE SIDE JAMB (TYP.) ANCHOR LAYOUT - (FIN) FOR UNITS UP TO 37" x 63" NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. ■fir 3. ANCHOR TYPE, SIZE. SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS. SEE TABLE 1, SHEET 6. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 5. 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 SPECIFIED IN TABLE 1, SHEET 6. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF IX BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL. 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE 1, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMANVDMA 300(EXTERIOR DOORS) c_Ill "/_, WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8400 PVC CASEMENT IMPACT 0 0 c") co O O w 0 W 1 - Lu 0 114 0 3- 0 UPDATED PER 2014 FBC UPDATED PER 2010 FBC FBC UPDATE DESCRIPTION: U 0 O z REVISIONS LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION ANCHOR SCHEDULE & NOTES DRAWN BY ADE DATE: 05/05/07 DWG a: CWS -161 REV.: C SCALE: 1:20 SHEET 5 OF 6 • •••• • • • ••• •• •• • •• • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER INSIDE AND OUT TYPICAL HEAD ANCHORAGE MIN. EDGE DIST. SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 r 1/4" MAX. SHIM INTERIOR SUBSTRATE BY OTHERS SEE TABLE 1 SEALANT UNDER SCREW HEAD BY INSTALLER - 1/4" MAX. SHIM 0 VERTICAL SECTION TYPICAL SILL ANCHORAGE MIN. EMBEDMENT SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 INTERIOR MIN. EMBEDMENT SEE TABLE 1 1/4" MAX. SHIM ( INSTALLATION ANCHOR SEE TABLE 1 O6 • SUB RATE • D • BYERS • • • SEE BLE•1 • • • • • • •• ••• • • • MIN. EDGE DIST. SEE TABLE 1 • • •• • • • • • • • • • •• • • MIN•EDDIST• • GE • SEE TABL.1 • • • y4„ MA4 tiM • • • • • • • • • •• PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER HORIZONTAL SECTION TYPICAL JAMB ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. FLANGE CONCRETE (2.0 KSI MIN.) 3/16" RW TAPCON 1-1/2" 1-1/8" LANGE HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) 3116' RW TAPCON 1" 2" immii FLANGE CONCRETE (2.85 KSI MIN.) 3/16' ELCO ULTRACON 1" 1" FLANGE GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2-1/2" FLANGE 2X MIN. SOUTHERN PINE (G=0.55) 3/16" ITW TAPCON OR ELCO ULTRACON 1-3/8" 7/8" FLANGE 2X MIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YIELD MIN) #10-16 HILT1 KWIK-FLEXOR ITW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 7/16„ FLANGE 1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MIN.) #10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.125" 7/16" FIN 2X MIN. SPRUCE -PINE -FIR (G=0.42) #8 WOOD SCREW 1-1/2" 7/16" SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FIN BY INSTALLER 06 CC HORIZONTAL SECTION TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION NOTE: ADDITIONAL THRU-FRAME ANCHORS (AS SHOWN IN DET. B/6) REQ'D AT THE HINGE SIDE JAMB, SEE SHEET 5 ANCHOR LAYOUT. PERIMETER SEALANT BY INSTALLER INSIDE AND OUT OD6 HORIZONTAL SECTION BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: - MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 8400 PVC CASEMENT IMPACT Ln 0 0 N co 0 0 O Lu 1- 0 0 >- 0 UPDATED PER 2014 FBC UPDATED PER 2010 FBC FBC UPDATE DESCRIPTION U 0 O Z REVISIONS zz 4/18/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: INSTALLATION DETAILS DRAWN BY: ADE DATE: 05/05/07 DWG #: CWS -161 REV.: C SCALE 1:2 SHEET 6 OF 6