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WS-18-120Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Parcel Number [ ' ork Cies Issue Data: 21612018 Permit NO. WS-1-18-120 Permit Type: Windows/Shutters :etiarr Window/Door Repiacem Permit Status: APPROVED Expiration: 08/05/2018 Applicant 78 NE 106 Street Miami Shores, FL 1121360060020 Block: Lot: - PATRICIA DALEY Owner Information Address Phone Cell PATRICIA DALEY 78 NE 106 ST MIAMI SHORES FL 33138-2035 Contractor(s) FLORIDA HOME IMPROVEMENT Phone (954)792-4415 Cell Phone Valuation: Total Sq Feet: $ 26,700.00 0 Type of Work: REPLACE 13 WINDOWS AND 2 DOORS No of Openings: 15 Additional Info: Classification: Residential Scanning: 4 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Plan Review Fee (Engineer) Scanning Fee Technology Fee Amount $16.20 $3.75 $2.50 $5.40 $250.00 $80.00 $12.00 $21.60 Total: $391.45 Pay Date Pay Type Invoice # WS-1-18-66139 01/16/2018 Check #: 36559 02/06/2018 Credit Card Amt Paid Amt Due $ 50.00 $ 341.45 $ 341.45 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building Review Structural 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 inform -tioi ' ci rate and construction and zoning. Futhermore, I authorize the abo iu .ntro.•- Ic Authorized Signature: Owner / on'a1 .r / Agent t - - work will be done in compliance with all applicable laws regulating o the work stated. February 06, 2018 Date Building Department Copy February 06, 2018 1 <C2 Miami Shores Village Mr1"9 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Building Department Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 ' 674 (FBC 20(4 BUILDING Master Permit No. s (&T ( 2o PERMIT APPLICATION Sub Permit No. ID BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: $ ►)E- I Db S 1 City: Miami Shores County: ' Miami Dade Zip: 33 13 8 Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): F►>- 1Z ,L,N Phone#:30 \ SOS 39 C Z Address: $ ' IO( City: i"(1� ten` 5 5 State: ( Zip: 3 3 l) ? Tenant/Lessee Name: N/A Email: N/A `Phone#: N/A CONTRACTOR: Company Name: FLORIDA HOME IMPROVEMENT Address: 4070 SW 30 AVE Phone#: 954-7924415 City: HOLLYWOOD Qualifier Name: WAYNE T. BURNETT State: FL Zip: 33312 Phone#: State Certification or Registration #: CGC061890 Certificate of Competency #: DESIGNER: Architect/Engineer: N/A Phone#: N/A Address: N/A City: N/A State: N/A Zip: N/A Value of Work for this Permit: $ Zb--A"-OO Square/Linear Footage of Work: Type of Work: ❑ Addition El Alteration ❑ New ❑■ Repair/Replace ❑ Demolition Description of Work: REPLACE 1 3 3 O.) S Z _ D‘b2.S Specify color of color thru tile: Submittal Fee $ SO. Permit Fee $ G 0' cD CCF $ CO/CC $ Scanning Fee $ Radon Fee $ 2 • DBPR $ 3 • J Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ CO Structural Reviews $ �J Bond $ TOTAL FEE NOW DUE $ ,-1C.4 I • i (Revised02/24/2014) Bonding Company's Name (if applicable) N/A Bonding Company's Address N/A City N/A State N/A Zip N/A Mortgage Lender's Name (if applicable) N/A Mortgage Lender's Address N/A City N/A State N/A Zip N/A 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 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. OWNER or AGENT The foregoing instrument was acknowledged before me this day of �i9-77t/ .' q- me or who has produced identification and who did take an oath. NOTARY PUBLIC: Signature NTRACTOR The foregoing instrument was acknowledged before me this N uek v Y , 20 / g , by l Z- day of TbJ ,_20 \ , by 0 'ta—�hO� personally known o r •XT, %TT ,who is persQna� know to Sign: Print: Seal: *********** S <ey'' • ABDIEL R. CASTILLO MY COMMISSION # GG 079600 EXPIRES: March 6.2021 odd Q• Bonded Thru Notary Public Undermiters APPROVED BY 7 (Revised02/24/2014) as me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: S Print: Seal: as ************************** Plans Examiner o4'""•'"�' JANETTE L LUNN zAk„r _ MY COMMISSION # GG032995 a6,'•= %4'or,,;. EXPIRES August 07, 2020 Zoning Structural Review Clerk Miami Shores Viiiage 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: 0,44,& Aker Qualifier 3wner Signature Ci29- -04'tet Date Print Name Property Search Application - Miami -Dade County �jl1� OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-2136-006-0020 Property Address: 78 NE 106 ST Miami Shores, FL 33138-2035 Owner DANIEL DALEY &W PATRICIA Mailing Address 78 NE 106 ST MIAMI SHORES, FL 33138-2035 PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,632 Sq.Ft Living Area 2,146 Sq.Ft Adjusted Area 2,392 Sq.Ft Lot Size 9,225 Sq.Ft Year Built 1940 Assessment Information Year 2017 2016 2015 Land Value $230,638 $198,007 $163,894 Building Value $166,483 $166,483 $166,483 XF Value $1,812 $1,836 $1,828 Market Value $398,933 $366,326 $332,205 Assessed Value $157,900 $154,653 $153,578 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $241,033 $211,673 $178,627 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 DUNNINGS MIAMI SHORES EXT NO 2 PB 41-78 LOT 2 BLK 202 LOT SIZE 75.000 X 123 OR 18831-0868 10 1999 1 Page 1 of 1 Generated On : 1/4/2018 Taxable Value Information 2017 2016 2015 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $107,900 $104,653 $103,578 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $132,900 $129,653 $128,578 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $107,900 $104,653 $103,578 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $107,900 $104,653 $103,578 Sales Information Previous Sale Price OR Book - Pa 9a Qualification Description 10/01/1999 $135,000 18831- 0868 Sales which are qualified 11/01/1992 $0 15718- 0337 Sales which are disqualified as a result of examination of the deed 09/01/1985 $85,000 12658- 0087 Sales which are qualified 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 Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 1/4/2018 Florida Home Improvement Associates License No. CGC 061890 / QB44818 3044 SW 42nd St., Ft. Lauderdale, FL 33312 Job# 5-3408-L Address F FLOa10A HOME IMPROVEMENT ASSOCIATES Replacement Windows Contract Broward Tel: 954-792-4415 Miami Dade Tel: 305-545r4469 Fax: 954-792-2170 Web: FHAPRODUCTS.COM Email: INFO@FHAPRODUCTS.COM Name: PA/AA /tbrel ✓-' Home Phone: --ccsS- -2 Bus. Phone: ifs 1� /dlai�. ,s-f- 33d78 City I. State Zip This Contract is made and entered into this2 IS�day of C"‘re-r 201 y and between Florida Home -improvement Associates, Inc, a Florida corporation ("Contractor" or "FHA"), and owner(s) named above of the residence located at the address listed above ("Owner"). The Work. Contractor agrees to perform the work described below: 1) Remove existing units to be replaced. (NOTE: Removed items are likely to be damaged.) 2) Prepare openirAs as necessary to receive replacement units. 3) WINDOWS: 1J FHA Energy Storm Saver Simonton Vinyl Insulated Install Aluminum Insulated, Aluminum Non -Insulated 4) Doors:2- FHA Energy Storm Saver Aluminum Insulated, _ Aluminum Non -Insulated Directions are viewed from the inside. On sliding glass doors Active and Fixed Panels are Identified. On Casements and single French doors the hinge Is Identified Right Hinge acid Left Hinge. On Double -French Doors the more active door is identified Impact: (� Grids Yes( ) No( ) Standard Custom Non -Impact( ) Color: White: / Tan: Bronze: Grey: Mill Finish: r AAF FAA Qty_ Qty_ MY_ Single French Doors RH( ) LH(1 ) QtY_l_ Picture Window Qty 0 bauble French Doors RA( ) LA( ) QLY_ Geometric QtY Other QtY_ Glass: INITIAL HERE -) Warranty: Manufacturer's Warranty sent upon competition. s t 5) Work NOT to be replaced: k "rJe �c�e.,r - rho (6.4, wYJtS.j 1 810 kinkei e' INITIAL HERE-) 1�+ 6) If applicable, removing�s)lutter panels, and/or,,.,.---11-.. security bars. 7) Special Instructions: C- G%-+E/' lj INITIAL HERE-) • Qr(�tts01� 8) Cleanup job debris and provide necessary permits.and insurance. . 9) Ifapplicable, jn the event that Contractor is unable for whatever reason to obtain proper, permits prior to commencement of any work, Contractor shall refund any previous payment and this transaction shall be automatically cancelled. .. . (No finish, work other than normal installation is to be done unless noted below.) Additional Work: Schedule: Contractor shall commence the work within fb, days after execution of the Contract (the "Commencement Date") and shall endeavor to complete all Work hereunder within:rdays after the Commencement Date. jr,, The TOTAL PRICE for all Labor and Materials (including any applicable discount) is $ / Z(o/20.00 Down Payment $_„ .00 Balance Payable $ t .00 Contractor will provide to Owner a Final Waiver and Release of Lien and Contractor's Final Affidavit to Owner, substantially similar to the forms included in chanter 713. Florida Statues 120051. Circle one: (YES or NO) Owner elects to apply for financing of the above -statue lump sum amount. If yes is circled, see financing agreement and related documents Notice to the Owner, if financing Is being obtained by Owner. a). Do not sign this home .improvement contract (induding.finandng documents) in blank. b). You are entitled to a copy of the contract at the time you sign. Keep it to protect your legal rights. c). The financial documents attached to this home Improvement contract may contain a mortgage or otherwise create a lien on your property that could be foreclosed on if you do not pay. Be sure you understand all provisions of the contract and financial documents before you sign. Miscellaneous: This contract contains the entire contract of the parties. It may not be changed orally but only by a signed change order or other written amendment. The waiver by any party of a breach of any provision of this contract shall not operate or be construed as a waiver of any subsequent breach by any party. IN WITNESS WHEREOF, the Parties hereto have executed, this contract, under seal, as of the day and year first above written. You the Buyer may cancel this transaction at any time prior to midnight on the third business day after the date of this transaction. See the attached notice of cancellation form for an explanation of this right. Owner: / - Contract Price $ Zis, 7oo.. Sales Tax („„,...-f0) $ i (if applicable) Total Contract Pricey $ 1 (Sig a ure of Owner) Contr ctor: F By: V( U41 )tit I (Name & Title) i 2-21 -lam Date Home Owners Association Name: Phone#: YES ( ) NO (tJ Building Name: .CLIENT INFORMATION PROJECT INFORMATION INSPECTOR NOTE: STRUCTURE WAS DESIGNED BASED ON THE FBC 2014, AND ASCE 7-10, 175 MPH (3 SEC), EXP. C. RISK CAT. 2. INSPECTOR NOTE REPAIRS ARE OF A LEVEL 1 ALTERATION IN ACCORDANCE WITH 403.1 OF THE EXISTING BUILDING CODE. NOTES 1. TAPCONS SHALL BE ULTRACON BY ELCO ( 1 " MIN. EMBEDMENT, 2 Yi" MIN. EDGE DIST.) 2. ALUMINUM SHALL BE 6063—T6 MIN. 3. ALL FASTENERS SHALL BE GALVANIZED MIN, UNO. 4. WATERPROOFING, BY OTHERS. 5. OPENING SIZE AND STRUCTURE LOADING DOES NOT CHANGE 6. PROVIDE BARRIER BETWEEN ALUMINUM AND CONCRETE. 7. FOLLOW MANUFACTURER INSTALLATION AND APPROVED NOA. 8. NOTIFY THIS ENGINEER OF ANY DISCREPANCIES. NEW 2x4xYa" 6063—T6 ALUM. TUBE EXISTING 4" RECESS FOR POCKET DOOR (V.I.F.) N 3" (2) PANEL SGD SHOWN, DETAIL IS STILL VALID FOR MULTIPLE PANELS NEW 2x4xY4" 6063—T6 ALUM. TUBE iO MIA. n n 1 S1 1® 41114 82" MAX. ..."\ / _ r) 12„ PARTIAL ELEVATION SCALE: 1/4" = 1'-0" ALUMINUM TUBE CONNECTION DETAIL SCALE: 3" = i'-0" EXISTING 4" RECESS FOR POCKET DOOR (V.I.F.) FLORIDA HOME IMPROVEMENTS • 3044 SW 42nd STREET FORT LAUDERDALE, FL 33312 DAILY RESIDENCE • 578082 78 NE 106th STREET MIAMI SHORES, FL 33138 CLOSE OFF POCKET DETAIL FOR NEW SGD #6 SPECIALTY ENGINEERING CONSULTANTS, Inc 1599 SW 30th AVE. SUITE /20 BOYNTON BEACH, FL 33426 DADE — BROWARD — PALM BEACH FL. CA. #009217 561 — 752 — 5440 OFFICE 561 — 752 — 5542 FAX Ya" ALUM. PLATE, TRIP TO FIT WITH (1) ROW OF TO TAPCONS-®-8" 0/C AND (1) ROW #8 x 1Y" TEK SCREWS © 8" 0/C PROVIDE ISOLATION BETWEEN ALUMINUM AND CONCRETE FASTEN TO SLAB/BEAM W/ (2) 4"0 TAPCONS (1 in MIN EMBEDMENT, 2 Y2" EDGE DISTANCE, 2" SPACING) FASTEN CLIP TO TUBE W/ (3) #8 x 1" FH TEK SCREWS. 2x4x4"-6063—T6 ALUMINUM TUBE NEW SIDE TRACK SEE NOA FOR FASTENING INSTRUCTIONS NEW 2"x4"xYa" ALUM. TUBE ATTACHED W/ Y4" 0 x 4" ULTRACONS ® 8" 0/C TO WALL AND CLIPPED TO BEAM AND SLAB. EXISTING 4" CONCRETE POCKET WALL (V.I.F.) EXISTING MASONRY WALL III III I I'I I POCKET JAMB SCALE: 2 1/4" = 1'-0" EXISTING CONCRETE POCKET WALL 0 U on tn o DATE 1 BY w 0 0 z •• —.. 2 4 APPROVED ZONING DEPT BLDG DEPT 0 OPTIONAL EXPANDING FOAM TO BE PLACED INSIDE OF 2x4 PRIOR TO INSTALLATION • •••.• 410110 ..... • NOTE: OPENING SIZE DOES NOT CHANGE III IIII • • • • • •• • •••••. • ...SS' • • •..• •••••• • • •• •• • ••••.• • • • • • • • •• • ••.... • EXISTING* 4: CONC L: • POCKET WALL (V.I.f.) • • • • •. • • • • (. • •• • (IIII NEW 2x4xY" 6063—T6 ALUM. TUBE ATTACHED TO CONCRETE WALL, AND CLIPPED TO BEAM AND SLAB. (SEE DETAIL) PARTIAL FLOOR PLAN NOTE: OPENING SIZE DOES NOT CHANGE f EXISTING MASONRY WALL `IIIIIIII,IQ//IJJJJ AM• Cie`,,,, tow 77012 _� ' AN 0 of gT • L °R`pQ,.: SSIGNAL JJJ/Jlitltlllllttl`` •• 0000 • • • • • • P : = q h • (GCp - GCp i) V (mph) 175 1620 FBC for HVHZ, or Fig. 26.5-1a Risk Category 11 Table 1.5-1, page 2 Exposure C Section 26.7 Kd 0.85 Table 26.6.1, page 250 Ka 1 Figure 26.8-1, page 252 GCpi 0.18 -0.18 0.55 pitch of roof 3/12 14,0 degrees thtxa 14.0 degrees Specialty Engineering Consultants, Inc. 1599 SW 30 Avenue, Suite #20 Boynton Beach, FL 334326 FL. CA # 009217 1' Wind Velocttes in South Florda Dade Broward Palm Beach Risk Cat. 1 165 156 156 Low risk to humans (farms, sheds) Risk Cal, 2 175 170 170 Single Family Residence Risk Cat. 3&4 186 180 180 Essrntial Facilities 1 Charts provide wind pressures based on the mean roof height. And shall not exceed 60'-0-. 2 Design pressures are for an enclosed builinding (shutters or other impact resistance protection required). 3 User shall determine the mean roof height, ( Eave height * Roof Peak)/2. 4 End zone distance is the lessor of 10% of length, 10% of width, or 40% of the mean roof height and not less than 3'-0" 5 If 50% of a component is in a particular zone then that component is considered to be in zone with the majority of the area. If questionable then place in Zone 5 6 Each component, window, door, mullion has a tributary area that • area to be used. Area of components to rounded down but shall not be less than 10 sf. 7 • For NOA's that require a Kd=1.0 then multiply the values listed herein by 1.18. 8 Wind pressures are based on Allowable stress design. 9 Design pressures listed herein are valid for Exposures B and C and exposure D. (max roof height 30') 10 Charts and values listed herein are only valid when signed, dated, and sealed by Gary McDougle, PE #56214 or Mark LeBlanc, PE #35683 or Adam D. LeBlanc, PE#77012 11 Wind design pressures are calculated in accordance with ASCE 7-10, Method 2 12 No reduction is taken for slopes less than 10 degrees. Mean o Ro t Area of component Area of component Area of component Area of component Area of component Area of component Area of component Area of component Area of component Area ofcompontstl Area of component ear 15.0sf 200sf 25.0sf 30.0sf 35.0sf 40.0sf 45.0 sf - 50.0sf 55.0 sf 60.0 sf Zone 4 Zone 5 ne 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 40.1 40.1 8.8 38.8 38.4 38.4 37.9 37.9 37.5 37.5 37.1 37.1 36.7 36.7 36.2 36.2 35.8 35.8 35.4 35.4 35.0 35.0 15• -43.4 -53.6 -42.2-51.3 -41.8 -50.6 -41.4 -49.8 -41.0 -49.0 -40.6 -48.3 -40.2-47.5 -39.8 -46.8 -39.4 -46.0 -39.0 -45.2-38.6 44.5 . .6 39.3 39.3 38.9 38.9,r. 38.4 38.4 38.0 38.0 37.6 37.6 37.2 37.2 36.7 36.7 36.3 36.3 35.9 35.9 35.4 35.4 16 -44.0 -54.4 -42.8 -52.0 -42.4 -51.3 -42.0 -50.5 -41.6 49.7 -41.1 -48.9 -40.7 -48.2 , -40.3 -47.4 -39.9 -46.6 -39.5 -45.8 -39.1 -45.1 41.1 41.1 39.8 39.8 - 39.4 39.4 38.9 38.9 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.8 36.8 36.3 36.3 35.9 35.9 17 -44.6 -55.1 -43.4 -52.7 -42.9 -51.9 -42.5 -51.1 -42.1 -50.4 -41.7 -49.6 -41.3 -48.8 40.8 48.0 -40.4 47.2 -40.0 -46.4 -39.6 45.7 41.6 41.6 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.7 37.7 37.2 37.2 36.8 36.8 36.3 36.3 18 -45.1 -55.7 -43.9 -53.3 43.5 -52.6 -43.0 -51.8 -42.6 -51.0 -42.2 -50.2 -41.8 -49.4 -41.3 -48.6 -40.9 -47.8 40.5 47.0 40.1 46.2 42.1 42.1 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.7 36.7 19 45.7 -56.4 -44.4 -54.0 -43.9 -53.2 -43.5 -52.4 -43.1 -51.5 42.7 -50.7 -42.2 -49.9 41.8 -49.1 -41.4 -48.3 -41.0 -47.5 -40.5 -46.7 42.6 42.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.0 38.0 37.6 37.6 37.1 37.1 20 -46.2 -57.0 -44.9 -54.5 -44.4 -53.7 -44.0 -52.9 -43.6 -52.1 -43.1 -51.3 -42.7 -50.5 -42.3 -49.7 -41.8 -48.9 -41.4 -48.1 -41.0 47.2 43.0 43.0 41.6 41.6 41.2 41.2 40.7 40.7 • 40.3 40.3 39.8 39.8 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.5 37.5 21 -46.6 -57.6 -45.3 -55.1 44.9 _ -54.3 -44.4 -53.5 ' -44.0 -52.6 -43.6 -51.8 -43.1 -51.0 -42.7 -50.2 -42.3 49.4 41.8 -48.5 -41.4 47.7 43.4. 43.4 42.0 42.0 41.6 41.6 41.1 41.1 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 38.8 38.8 38.4 38.4 37.9 37.9 22 -47.1 -58.1 -45.8 -55.6 -45.3 -54.8 -44.9 -54.0 -44.4 -53.2 44.0 -52.3 -43.6 -51.5 43.1 -50.7 -42.7 49.9 42.2 -49.0 -41.8 -48.2 43.8 43.8 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.6 40.6 40.1 40.1 39.6 39.6 39.2 39.2 38.7 38.7 38.3 38.3 23 -47.5 -58.7 -46.2 -56.2 -45.8 -55.3 -45.3 -54.5 -44.9 -53.7 -44.4 -52.8 -44.0 -52.0 43.5 -51.2 43.1 -50.3 -42.6 -49.5 42.2 -48.7 44.2 44.2 42.8 42.8 42.3 42.3 41.9 41.9 41.4 41.4 40.9 40.9 40.5 40.5 40.0 40.0 39.5 39.5 39.1 39.1 38.6 38.6 24 -48.0 -59.2 -46.6 -56.7 46.2 -55.8 -45.7 -55.0 -45.3 -54.1 44.8 -53.3 -44.4 -52.5 _ _ 43.9 -51.6 -43.5 -50.8 -43.0 -49.9 -42.6 -49.1 44.6 44.6 43.2 43.2 42.7 42.7 42.2 42.2 41.8 41.8 41.3 41.3 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 38.9 38.9 25 48.4 -59.7 -47.0 -57.2 -46.6 -56.3 -46.1 -55.5 45.7 -54.6 -45.2 -53.8 -44.7 -52.9 -44.3 -52.1 -43.8 -51.2 43.4 -50.4 -42.9 -49.5 45.0 45.0 43.5 43.5 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.2 41.2 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 26 -48.8 -60.2 -47.4 -57.6 -47.0 -56.8 -46.5 -55.9 -46.0 -55.1 -45.6 -54.2 -45.1 -53.4 -44.7 -52.5 _ -44.2 _ -51.6 43.7 _ -50.8 43.3 -49.9 45.3 45.3 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.5 40.5 40.0 40.0 39.6 39.6 27 -49.2 -60.7 -47.8 -58.1 47.3 -57.2 -46.9 -56.4 -46.4 -55.5 -45.9• -54.6 -45.5 -53.8 -45.0 -52.9 -44.6 -52.0 44.1 -51.2 43.6 -50.3 45.7 45.7 44.2 44.2 43.7 43.7 43.3 43.3 42.8 • 42.8• • • 42.3 • : 42: • • 411.8: 41.! • 41.3 41.3 40.8 40.8 40.4 40.4 39.9 39.9 28 -49.5 -61.2 -48.2 -58.5 -47.7 -57.7 -47.2 -56.8 46.8 -55.9 • 46.31• 41511 I •45.11 • -530..2 -45.4 -53.3 -44.9 -52.4 44.4 -51.6 _ , -44.0 , . -50.7 46.0 46.0 44.6 44.6 44.1 44.1 43.6 43.6 43.1 43.1 •• • 42.6 • # : 4242::12. • l• • • 42.! • 41.6 41.6 41.1 41.1 40.7 x40:7 t /;40.2 n. - a77A0 2 29 -49.9 -61.6 -48.5 -59.0 -48.0 -58.1 -47.6 -57.2 47.1 -56.! • -466 • 4915 • -46.b • -ytf 45.7 -53.7 -45.2-52.8 -44.8 .• ", -52"0, V ) /'-'44 31 / ,51. (%,, 46.3 46.3 44.9 44.9 44.4 44.4 43.9 43.9 43.4 43.4 42.9 ' 42.9 42.4 42.4 41.9 41.9 41.4 41.4 40.9°'��409 • , • • 40.5.. ,. C40.5) 30 -50.3 -62.1 -48.9 -59.4 48.4 -58.5 -47.9 -57.6 -47.4 -56.8 47.0 -55.9 -46.5 -55.0 -46.0 -54.1 -45.6 -53.2 -45.15 . / -52.3, r, F44.6 Q ,�'-51.4/ • ••• • ••• •- • • - • • • • • • • • • • • • • ••• • • • • • • • • • •• • • •• •• • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • 410 • • • • • • • • • 000 • • • ••• • • I 3 Ill III sr sus 211 r, v.1 00 00 N. 36 X 49 1/2 (+67.5/-67.5) FL #6890.1 s4-0 145 115 (9 BED ik VC) BATH3 • • • • • •• • • • • • • • • • • • • • • . • • • • • • • • . . . . . . • • • • • • • • • . • • w • • • • • • • • • • • • • • •... • • • • • • • • • • • • • • • • • . . • • • • • • I 84 3/4 X 81 • • • • • • • 460/-60) --••• • ". PL#11103.1 • • . . • • • • • • • • • . . . • • • • • • • • • • • • • • 36 X 49 1 (+60/-6 FL #1673 .1 17 1/2 X 37 1/4 (+70/-70) FL #16177.1 313 (+67.5/-67.5) FL #6890.1 BED 3 K.0 36 X 49 1/2 (+60/-60) FL #16736:1 FLORIDA LIVING 0 54 1/8 X 62 (+60 -60) FL #16736.1 • 18 X 37 (+70/-70) FL #16177.1 4 C=L> a. X 14 Ita 6 r.VM)tt Met 1.4e 5014 :(46/ C=4 BED 5 14 'RATH 1 G 74511IT. UTI LITY 25 X 49 1/4 (+70/-70) FL #16177.1 est' PS 0.7145_ X DIN NG 53 3/4 X 62 (+60/-60) FL #16736.1 OFFICE c AS" 54 X 62 (+60/-60) FL #16736.1 r-oevIc 56 62- 39 X 81 1/4 (+70/-70) FL #14850.1 KIT ! LAUNDRY 36 X 37 (+60/-60) FL #16736.1 GARAGE • a if PRODUCT APPROVAL NUMBER: FL #16736.1 •. ••• •. • • . • •... • • • •.•• • . . • . OPENING IDENTIFICATION.: • • 1. HS 2. HS 3. HS 9. HS 10. HS 15. HS • • • • •. ... •• •_ • . ••• ..• . . . . 1/4/2018 Florida Building Code Online 4 , FLORID • ClePAPTIVIChrr OF Lp • Professional Reg lation Florida rsi err OFFICE OI.THE *SECRETARY BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stets & Facts I Publications I FBC Staff I BCIS Site Map I Links I Search Product Approval USER: Public User product Aooroval Menu > product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature D •• • • • • • • • • • • • • •• • Custom Window Systems Inc. • • • • • 1900 SW 44th Avenue • • Ocala, FL 34474 ' ' ' (352) 368-6922 Ext 245 • • • • • , '• • • • • kpine@cws.cc • • • • • • • • • • • • • • Kevin Pine •• •• !• , • • • • kpine@cws.cc • • • • • • • • • • Technical Representative Jay Lathrop Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category, Subcategory 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Arturo Monteverde 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 221 amonteverde@cws.cc • • • • • • • • •• • •• • • • • • • •• • Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 8 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 11 Validation Checklist - Hardcopy Received Certificate of Independence FL16736 R2 COI EvalReoort871C,pdf Referenced Standard and Year (of Standard) Standard AAMA/ W D MA/CSA/ 101/I. S.2/A440-08 ASTM E1886-05 ASTM E1996-09 PA/TAS 201/202/203 Year 2008 2005 2009 1994 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquBobl%2fIZm6TgPohLz6ontOd5HABPugYUIX1zzFJrTCXA%3d%3d 1/2 1/4/2018 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summaryof Products 09/28/2017 09/29/2017 10/03/2017 12/12/2017 # Model, Number or Name Description DFL 16736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, 74" x 63", XO or OX. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Large Missile, 74" x 63", DP +/- 60 psf. Outer lite in I.G. must be safety glazed when used above 30 ft. in HVHZ. Glass complies to ASTM E1300-04. Installation Instructions • FL16736 R2 II CWS-871C.odf •' "• Verified By: Lucas A. Tutnergg01 • • • • • Created by Independent third Party: Yes . • Evaluation Reports • • ' FL16736 R2 AE EvaIReip9aZIC.Ddf • Created by Independent Third Party: Yes • • • •• • • • • • • • 16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal%met! =MPACT‘ i2>a'' .63", XeX! • • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Large Missile, 111" x 63", DP +/- 60 psf. Outer lite in I.G. must be safety glazed when used above 30 ft. in HVHZ. Glass complies to ASTM E1300-04. Installation Instructions • • • FL16736 R2 II CWS-814e..adf; • '. Verified By: Lucas A. Turner 58/01 • • Created by Independen>1Third•Party: Yes • . Evaluation Reports ' ' ' • FL16736 R2 AE EvalReoort869C.odf • • • Created by Independent Third Party: Yes!' ' Back Next Contact Ua :: 2601 Blair Stone Road. Tallahassee FL 32399 phone: 850-487-1824 The State of Florida is an AA/EEO employer. r nnvriaht 7007-2019 State of Florida :: privacy Statement :: Accessihility Statement :: 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 -records request, do not send electronic — mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. "Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are pubic record. If you do not wish to supply 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 icensee under Chapter 455, F.S., y please click twig. _ k Product Approval Accepts: eC heck `Ceedit.Card' Safe securitvM E l RICs• https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquBobl%2fIZm6TgPohLz6ontOd5HABPugYUIX1zzFJrTCXA%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 871C August 29, 2017 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact (HVHZ), XO or OX 74"x63" unit size with design pressures of +/-60 psf (Fin or Flange window) 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 61 G20-3.005 (4). This product complies with the requirements of the 6th Edition (2017) Florida Building Code including the High Velocity Hurricane Zone. The producttasting standards performed are outlined below. • • • • • • • • ••• • • • Technical Documentation: 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Z44. FL • 2) Approval drawing CWS-871C, signed and sealed by Lucas A. Turner, P.E.•.... • . 3) Test Reports NCTL-210-3887-1, -1A, -2, and -2A, by National Certified TesiMg•Laboratexies, • Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed' •TAS 201, 242,203 `94, ASTM E 1886 '02/04/05, ASTM E 1996 '04/06/09, and AAMA/WDIW,t1rSA • 101/I.S.2/A440 '08 4) Supplemental Calculations to support CWS-871C, signed and sealed by Litcjs• Turner,P E. • • • • • .• •• • Installation: Units must be installed according to approval document CWS-871C. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS-871C • Achieves design pressures of +/-60 psf • Is Large Missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Kuraray (Dupont) PVB Interlayer per Miami -Dade N.O.A. 16-1117.021 • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 17-0206. lot t I have evaluated the materials in these NOAs and find that they comply_with the requirements of the — 6th Ed. (2017) 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. Lucas Turner 2017-08-30 --16:09+20:00 ,ttolittH,,,1,fi �.•`5 �,NtOREW r le w t No 58201 \:� r *: '*� '•��sTATE .P..-•��— 8/29/2017 4••' 1 o a 1 R.'60s `,�4 Lucas A. Turner, P.E. fs ,DNA Wi tiv - M FL PE #58201 64 /4" MAX FLANGE HEIGHT • • ••• • • • ••• S. •• • • • •• •• •• • • • • •• •• • • • • • •• ••• • • • • • • • • • • • • • • ••• • • • • ••• HORIZONTAL SLIDER - LARGE MISSILE IMPACT • • • • •• • a •• • • • • • • • • • ••• ••• 75 1/4" MAX. OVERALL FLANGE WIDTH 63" MAX UNIT HEIGHT 33" GLASS DLO 74" MAX UNIT WV -WI • • • • • • •• • • • •• • • • • • • • • • • • • • • • • • ••• • •• ••• • • ` • •• • �—• • Ai • • �• • • • •. . • • • •• • • • •• 58 13/16' GLASS DLO O e e e 59 9/16" MAX SASH HEIGHT Ci TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1 SECTION VIEWS & GLAZING DETAILS2 EXTRUSIONS & B.O.M 3 ANCHOR SCHEDULE & NOTES 4 INSTALLATION DETAILS 5 A» 33" GLASS DLO 36 5/16" MAX SASH WIDTH GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED • IN ASTM E 1996 PER THE FBC. 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS: "OX", "XO". 4. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND 'GLASS TABLES ASTM E-1300-04e01/09. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. 5. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 5 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND HEAD/SILL. { 8. SERIES / MODEL DESIGNATION HS-8200. 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" LOCATED 4" FROM BOTH ENDS. MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING J 74" x 63" +/- 60 PSF LARGE MISSILE IMPACT LucasTurne r - 2017-09-22 13:58-04:00 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8200 PVC HORZ. SLIDER IMPACT I- z w 0 w z 0 0 0 ct w Fe 00 ce D. ........ ........... ���.:• �c E ....... G Ji No 58201 ••• 11) 39 STATE OF : . %OT<OS �C O R O P �G�2`� 9/22/2017 LUCAS A. TURNER, P.E. r FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS DRAWN BY: ADE DATE: 10/10/13 DWG it CWS-871 REV.: C SCALE: •1:15 I{ SHEET 1 OF 5 I I I • • • • • •• •• • • • • • • • • • • • • • • s • •• •• • • • • • • • • • • • • • — I INTERIOR SECTION A -A • • • • • • • • . • • • • • • •• • • • • •• •• • •• • • • • • • • • • • • • • • • •• • • ffr • • • • _ • ••• ••• • • • • •• • •• •• •• • • ;J •• • • • • •. •• �+� • • • • •• • •• •• SECTION C-C ALTERNATE FIN FRAME INTERIOR SECTION B-B NOTE: FIXED LITE AT HEAD AND SILL IS SIMILAR. HEAD IMPACT HOOK (TYP.) MDSPAN OF SASH (ITEMS 35 8 36) HEAD IMPACT HOOK AND JAMB ROTARY LOCK LOCATIONS 1:20 ROTARY LOCK (TYP.) ONLY ENGAGED PRIOR TO HURRICANE FORCE WINDS. LOCATED AT THIRD POINTS (ITEM 27) 1 7/8' OVERALL 1/8' ANNEALED or TEMPERED. 7/16' AIRSPACE 5/16' LAMI 1/8' ANNEALED -QM DUPONT PVB INTERLAYER 1/8' ANNEALED PURFECT GLAZE'H' SIKAFLEX 552 1/2' GLASS BITE OUANEX DURASEAL IG SPACER r SETTING BLOCKS PER FBC 2411.3.3.11 • aavaiir WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT z 3 ¢z3 o 0Iw-oo zoz IY_?1- aco3>olrI z=2�~w00 OI-Oo°d=i_ce tttttttttttttt ttt�W Pp1ORE ` P JGp•?••- -ENSF•. No, 58201 • Qt STATE OF :I.(/ "1;63/ONA� EN,,,1.10 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: SECTION VIEWS AND GLAZING DETAIL DRAWN BY: ADE DATE: 10/10/13 DWG#: `CWS-871 I REV.: C SCALE: 41:2 • SHEET 2 OF 5 • • ••• • • • ••• •• •• • •• • •• •• • •• • • •• •• •• ••• • • •• • • •• •••• •• • •• PARTS LIST • • 000 • • • ITEM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 PART # H-1497 H-1699 H-1836 H-6052 H-6048 H-6050 H-6051 H-6049 P-3029 P-3033 P-3113 P-3218 DESCRIPTION Reinf. Sash Meet. Rail Reinf. S.B.R./S.S.R, Meet. Rail, Fxd. • • • • • Sash Top/Bot. Rail • • • Main Fr., SH, w/ Fin., PVC Sash Meet. Rail, PVC Sash Side Rail, PVC Main Fr., SH, w/Flg., PVC •q Screen Pull Tab • Screen Spring, SS Screw Support, PVC Screen Frame S. VENDOR Keymark Keymark Keyfiark! • Mikron • •• .I Mikron Mikron • Miiiron • :Ulm? : •SUlhmllf I •• Haley • Team Plastic Allmetal MATERIAL Alum da11,}h !min • •PVC" PLC PVC •P•VC - !PVC • S. • • • • Rubber RollForm P-3228 P-4754 P-3342 P-3352 P3429 P-3539 P-4730 P-3752 Screen Spline, .155 Dia., Bik. Screen Frame Comer Key Seam Sealer, SM-5504 Set. Blk., 85 Dur., 1/8" x 5/8" x 2" Lg. Wstp., 0.270 x .187 back FinSeal, Go #8 x 3/4" Square TEK 2 Znc #8 x 1/2" Truss PH TEK 2 Znc Cap Plug, 1/2" Hole Dapa Allmetal Schnee FrankLowe Ultrafab Fastenal Fastenal M&M Nylon Silicone Rubber Steel Steel Nylon 21 22 23 24 25 26 27 28 29 30 31 32 34 35 36 37 38 39 40 41 42 43 P-3783 or P-5250 P-4779 P-4051 P-4069 P-4479 P-4638 P-4958 P-4952 P-4959 P-633 S-1112 Spring Lock, Impact, PVC Roller, Tandem #8 x 1 1/4 Ph FH TEK, Wht. Keeper, Impact, PVC Weep Cover w/ Flap #8 x 2 1/2 Ph Truss SMS Rotary Lock Keeper, Rotary Lock Wstp., 0.420 x .187 back FinSeal, Gm Barrel Fastener Reinforcement, Head Interlock M&M Fastenal Interlock M&M Ajax Sulli an Sullivan Ultrafab Fastenal Keymark Nylon Steel Nylon Steel Znc Znc Steel Alum S-1498 S-1776 S-1999 S-2000 S-6005 S-6013 S-6014 S-6063 S-6064 GLASS Reinf. Roller Track Frame Hook, Head, Impact Panel Catch, Head, Impact Anti Lift Scm. Adapt., w/ Nib, PVC Scm. Adapt., PVC Fixed Rail Coder Glazing Bead SEE SHEET 2 Purfect Glaze "H", SikaFlex 552 Keymark Keymark Keymark Keymark Mikron Mikron Mikron Mikron Mikron CARDINAL Henkel / Sika Alum Alum Alum Alum PVC PVC PVC PVC PVC GLASS Silicone LINE ITEMS NOT USED: 33 • • • ••• • • • • I• •2 1 / 6" •••, • PO • • • • I. •• I..-23/16" I ?,I� 1 5/8" 1 1/16" 3 1/8" -1 1/16" PVC FRAME FLANGE-6049 PVC PVC FRAME FIN-6048 ►---1 15/16' 1 1 5/8' J 1 5/8" 1-11 !�. PVC SASH MTG RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOP/BTM RAIL-8052 0 F- 6' PLAN VIEW-1999 0 F- 6' 3/16" F•— ✓ PLAN VIEW-2000 — 3' 1/2" SCREW SUPPORT-3113 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. L 0 3/16' HEAD IMPACT HOOK- 1999 03/16' T— 5/8'~� 5/1 " 1/16" PANEL IMPACT CATCH - 2000 FIXED RAIL - 1836 9/16" 1 5/16' 1/16' PVC FIXED RAIL COVER - 6063 5/8" I 1' •• 1/16" SASH SASH MTG. RAIL-1497 S.B.R./S.S.R. - 1498 1/4" 7/8" PVC GLAZEBEAD - 6064 1/2' l -. 1 1/8" "-1 3/8" 1 5/16"�j CORNER CONSTRUCTION WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC CORNER WELD (ALL SIDES) 1:8 FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1:8 8200 PVC HORZ. SLIDER IMPACT 7/16" 3/4" r r-?r ® 15/16" —►-1/16" SASH REINF. - 1699 1/16" PVC SCREEN CATCH -6013 5/16" PVC SCREEN SUPPORT-6014 ROLLER TRACK - 1776 GLAZE BEAD-1112 1/16" PVC ANTI -LIFT - 6005 PROPRIETARY AND CONFIDENTIAL 9/22/2017 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 BY: ADE DATE: 10/10/13 DWG #: CWS-871 REV.: C SCALE: 1:2 SHEET 3 OF 5 12 1/2' MAX. O.C. (TYP.) 6" MAX (TYP.) 6" MAX (TYP.) 17" MAX. O.C. (TYP.) • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 3i( •� • TYP•) • • • • • • ��`i CANCHORLAYOUT -(FLANGE) NOTE 2 INSTALLATION ANCHOR (TYP.) 4' MAX. (TYP.) 4" MAX (TYP.) 8' MAX O.C. (TYP.) NOTES: 1 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 8" MAX O.C. (TYP.)' I. ,i 0 I X ,I I ANCHOR LAYOUT - (FIN) ( , 2. SHIM AS REQ 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. EE NOTE 2 INSTALLATION ANCHOR (TYP.) 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 5. 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 MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 5. 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 REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X 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 TABLET, SHEET 5. 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(FIIC WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMAANDMA 300(EXTERIOR DOORS) i ,1(`oi11111 ll WINDOW SYSTEMS 1900,SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC } 8200 PVC HORZ. SLIDER IMPACT PROPRIETARY AND CONFIDENTIAL 9/22/2017 LUCAS A. TURNER, P.E. 1 FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESORPTION: ANCHOR SCHEDULE AND NOTES DRAWN BY: ADE DATE: 10/10/13 DWG#: CWS-871 REV.: C SCALE: ,1:20 SHEET 4 OF 5 • • • ••• •• •• • • • • • • • • • • • • • • • • • • •♦ •• • • • • • • • • • • • • • • • • • • 0 • • • • • • TYPICAL HEAD ANCHORAGE • SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER INSTALLATION ANCHOR SEE TABLE 1 SFAI ANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 • • • • • • • MIN. EMBEDMENT SEE TABLE 1 • S`Y'ABLa�. • • • • • •• ▪ •• ▪ • • • • • • • • • • if• • • • • s•• • • • • • MIN. EMBEDMENT SEE TABLE 1 INSTALLATION ANCHOR • • • • • 4181E TABLE 1 • • 4" i"..: "' YM • • • • • • • •• 1/4" MAX SHIM MIN. EMBEDMENT SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 • • TABLE 1: APPROVED INSTALLATION FASTENERS Fppd{ TYPE ANCHOR TYPE MIN. EM FLANGE CONCRETE (2.0 KSI MIN.) 3/16" ITW TAPCON 1-1/2" 1-1/8' F Ar. CMU (117 PCF MIN.) 3/16" 11W TAPCON FLANGE CONCRETE (2.85 KSI MN.) 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 MN. SOUTHERN PINE (G=0.55) 3/16" RV/ TAPCON OR ELCO ULTRACON 1-3/8" 7/8" FLANGE 2XMN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE 16 GAUGE (0.060") MIN. STEEL STUD '#10-16 (33 KSI YIELD MN) HILTI KWIC -FLEXOR MN 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 / DRLLNG SCREW FULL THREAD THRU 0.125" 7/16" FIN 2X MIN. //OUTHERN PINE (G=0.55) #8 WOOD SCREW 1-1/2" 1/2" SUBSTRATE BY OTHERS SEE TABLE 1 -MIN. EDGE DIST. SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER INSIDE AND OUT MIN. EDGE DIST. SEE TABLE 1 1/4' MAX. SHIM t SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 PERIMETER SFAI ANT BY INSTALLER INSIDE AND OUT INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FIN BY INSTALLER 05 CC HORIZONTAL SECTION TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION O5 p 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. agon i' /, WINDOW SYSTEMS [ ��� 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ.tSLIDER IMPACT g z w O U. z 0 U 0 Q re ww 0. a 0 o_ ,%'',O pa,,,,, `�REW T4ii : No 58201 "LF� *e -0 :cc:: O: STATE OF •t` • (O ,oss�©N A EN0% ti 1 ) 9/22/2017 LUCAS A. TURNER, P.E. 1 FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 I PH. 941-380-1574 SHEET DESCRIPTION: INSTALLATION DETAILS DRAWN BY: ADE DATE: 10/10/13 DWG #: CWS-871 REV.: C SCALE: 1:2 SHEET 5 OF 5 • • . . .. • • .... . . •... . • •. . . . • . • • • .. . • • .... . •... . • . . •. . • . . PRODUCT APPROVAL NUMBER: FL #16177.1 OPENING IDENTIFICATIONS: rbrrrerrarrurr 4. SH 5. SH 7. SH 12. SH 13. SH 1 /4/2018 Florida Building Code Online FI.OaIOA`OBPAaTM OP Business Pro essional Reg lation Florida ctq�r�.�etyy�Y�ys�tya r RRdatloYa�v. OFFICE OF -THE �6ECRETARY� $CIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Fads I Publications Product Approval USER: Public User product Aonroval Mrml > product or Application Search > Application I Ict > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer FL16177-R2 Revision 2017 Approved D Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 245 kpine@cws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 221 amonteverde@cws.cc Category - - Subcategory Compliance Method FOCOStaff•I• BCIS Sire1/'4p I Links •Siiirip:• �• • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • - • • • • • • • • • • •• • • • • • • • • •' • • • • • • • • • • •• • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer fQ 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 R2 COI EvalReDort812C.odf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvyMngAXh10y8QtjDbmBlPrafAGHlxlsgtjUObEAbzoQ%3d%3d 1 /2 1/4/2018 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 09/28/2017 09/29/2017 10/03/2017 12/12/2017 • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • •• •• • • • • • • •• • • • • • •• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • , • • • • • FL # ` Model, Number or Name •• • Description _ 116177.1 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 R2 II CWS-812C.odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL16177 R2 AE EvalReoort812C.odf Created by Independent Third Party: Yes Back Next Contact ug :: 2601 Blair Stone Road. Tallahassee FL 32399 phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovriaht 2007-2013 State of Florida, :: privacy Statement • • Accessibility Statement :: 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 -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are pubic record. If you do not wish to supply 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 under Chapter 455, F.S., please click ham. Product Approval Accepts: ITC WI acheck securit MEI}tICS https://www.floridabuilding.org/pr/pr app_dthaspx?param=wGEVXQwtDgvyf4ngAXh10y8QtjDbmBlPrafAGHlxlsgtjUObEAbzoQ%3d%3d 2/2 TENGINEERING & CONSULTING, INC. URNER 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 812C August.24,2017 • • ••.. Product Description: Series 8100 PVC Single Hung, Large Missile Impact, 51 7/8'''x 61 3/4" iY ize, +/-70 PSF, no anchors in sill • •••. Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala, FL 34A•7A' • • • .. Statement of Compliance: This report evaluates the above -listed product per the'fgti'IrementsetFAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the eegwrements orthe 6th Edition (2017) Florida Building Code including the High Velocity Hurricane Zone, Thg produer Ming 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-812C, signed and sealed by Lucas A. Turner, P.E. 3) Test Report NCTL-210-3815-1A, -2, and -2A, by National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed: TAS 201/202/203- 94, ASTM E 1886-02/04/05, 1996-02/04/06/09, and AAMA/WDMA/CSA 101/I.S.2/A440-08 4) Supplemental Calculations to support CWS-812C, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-812C. Limitations of Use: This product: - • May be used in O/X configuration in sizes and with max. glass DLO heights as shown in CWS- 812C • 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 Kuraray (Dupont) PVB Interlayer per Miami -Dade N.O.A. 16-1117.021 - • Requires Quanex (Milo•on) white rigid PVC framing per Miami -Dade N.O.A. 17-0206.1O1 t I have evaluated the materials in these NOAs and find that they comply with the requirements of the 6th Ed. (2017) 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. Lucas Turner 2017-08-30 16:11+20:00 1O tiOREW#'tit W No 58201 i ; STATE OF : . • �,�,t,,• •.,,�� O1..: 44= 8/29/2017 ' �S'•• . R ••'•Cfi\.�� Lucas A. Turner, P.E. 1�4���fVAt-�i `•�, FL PE #58201 �11s res • • ••• • • • ••• .• •• • • •• • •• •• • • • • • • • • • • • • • • • • • • •• • • •• • • •• •• . . • • ••• • • • • ••• SINGLE HUNG - LARGE MISSILE IMPACT • • • • •• • • • • • • • • ••• • •• • • •• • •• • • • • • • • . • • • • • • • • • • • ••• •. ••• • 53 1/8" MAX. OVERALL FLANGE WIDTH • • • • • • 5174E• MAX.11NIT WIDTH • • • • • • • • • • • • • • • • • 47•11/16" CLASS DLO • • • •• • • • A 63" MAX OVERALL FLANGE HEIGHT TABLE OF CONTENTS 61 3/4" MAX ' UNIT HEIGHT B 2613/16" GLASS DLO 30 3/16" MAX SASH HEIGHT X 26 7/8' GLASS DLO GENERAL NOTES & ELEVATIONS 1 GLAZING DETAIL 2 SECTION VIEWS 3 EXTRUSIONS & B.O.M 4 ANCHOR SCHEDULE & NOTES 5 INSTALLATION DETAILS 6 45 1/16" GLASS DLO A 48 3/8" MAX. SASH WIDTH i GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS: "O/X". 4. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. 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 REQUIRED. 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 .1 I 10.ISECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 11. EXTERNAL WEEP SLOT = 1/4" x 1-1/4" LOCATED 4" FROM BOTH ENDS. MIT SIZE DESIGN PRESSURE RATING IMPACT RATING 51-7/8" x 61-3/4" +/- 70 PSF LARGE MISSILE IMPACT LucasTurne r 2017-09-22 13:36-04:00 Cgaggi WINDOW SYSTEMS [a 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8100 PVC SINGLE HUNG IMPACT PROPRIETARY AND CONFIDENTIAL , No 58201 L 27 4* 9STATE OF :LuS 44`` �;• \c"(40R\0P -%% �4stONA� ENG 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION: GENERAL NOTES AND ELEVATIONS DRAWN BY: BAT DATE: 06/18/12 DWG 0: CWS-812 SCALE: 1:15 REV.: C SHEET 1 OF 6 • • ••• • • • ••• •• •• • • •• • •• •• • • • . • •• •• •• •• • • • •• • • •• •••• •• • •• • • . •• • •• •• •• • •• • • • • •• •• • • • . • • • • • •• • • • • • • • • ••• • • •• • •• • •• • • • • • • • • • • • • • • • • • • • • • • o • ••• •• • • • •• ••• •• •• • • • • • • • 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 QUANEX DURASEAL IG SPACER PURFECT GLAZE "H" OR SIKAFLEX 552 1/2" GLASS BITE it 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 QUANEX DURASEAL IG SPACER • PURFECT GLAZE "H" OR SIKAFLEX 552 1/2" GLASS BITE 1 r SETTING BLOCKS PER FBC 2411.3.3.11 cadvam ,WINDOW SYSTEMS [ 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT PROPRIETARY AND CONFIDENTIAL 9/22/2017 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 A: REV.: CWS-812 C 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 INTERIOR 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 PROPRIETARY AND CONFIDENTIAL 9/22/2017 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#: REV.: CWS-812 C SCALE: 1:2 SHEET 3 OF 6 • • ••• • • • ••• •• •• •• •• • •• .• • • • • • • • • • • • • • • • • • • • • • • • • • PARTS LIST • • • ITEM PART* DESCRIPTION VENDOR MATERIAL 1 H-6031 Main Fr., SH, w/Flg., PVC, Head Mikron Vinyl 2 3 4 6 8 H-6031 H-6031 H-6031 S-1577 H-6027 Main Fr., SH, w/Flg., P,�ttVC" Sill • Main Fr., SH, w/Flg., IrVCiL.li • Main Fr., SH, w/Flg., /a R. J. Impact Hook • • • • Sash Meet. Rail, PVC •• Mike Vinyl Non � nyl 4 Mikrar Vinyl • KeTcpek Mikron ktial Vinyl 9 H-1497 Reinf. Sash Meet. Rail Keymark Alum 10 12 13 14 18 H-6028 H-6004 S-1498 S-6064 S-6013 Sash Bottom Rail, PVC • Sash Side/Top/Bot. Rail • • • • a I ••• • Glz. Bd., 7/8" • . a • Reinf. S.B.R./S.S.R Scm. Adapt., w/Nib, PVC; IRoriz.• • • Mikron • • Vinyl • *Vinyl* 19 S-6014 Scm. 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 Plastic 26 P3046 Take Out Clip BSI SS 27 P-3783 Lock, Impact, PVC Interlock 28 P-4069 Keeper, Impact, PVC Interlock Zamac 30 P-3215 Weep Coverw/ Flap Gaer Plastic 32 P-3429 Wstp., 0.270 x .187 back FinSeal, Gray URrafab 37 P-4638 #8 x 2-1/2 PH Mod. Truss, Type A, TEK 2 Fastenal Steel 38 P3768 #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 Sikatlex 552 or Purfect Glaze •H• Sika/Henkel 48 P-3352 Set. Blk., 85 Our., 1/8" x 5/8" x 2" Lg. F. Lowe Rubber 51 P-3881 Temporary Lbl. (NFRC/DP) 52 P3613 CWS Lbl. (logo) Pro Label 53 Sash SEE SHEET 2 GLASS 54 Fixed SEE SHEET 2 GLASS 56 P-3281 Spacer Duraseal 62 P3218 Screen Frame, Horiz. Allmetal Alum 63 P3218 Screen Frame, Vert. Allmetal Alum 64 P3321 Screen Frame Corner Key Allmetal Plastic 65 P-3581 Screen Cloth, 18 x 16 Fiberglass Bettervue 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 Fl. 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 NOTE: ALL EXTRUS/ONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. PVC FRAME FLANGE-6031 REINF., IMPACT HOOK-1112 PVC SASH STOP -6025 3/4" 3/16"� 1/16" REINF. S.B.RJS.S.R. -1498 0 3/16" IMPACT HOOK S-1577 1/2" PVC SASH BTM. RAIL-6028 1 3/16" 1 5/8" 1/16" PVC SASH SIDE RAIL - 6004 r1 1/6•1 a) 1/16" PVC SCREEN CATCH - 6013 f 1/16• REINF. BTM RAIL-1699 oI 0 5" F--- 2 3/16" 1 5/8" i I I a PVC SASH TOP RAIL-6027 2 1/8' FIXED RAIL - 1836 PVC FIXED RAIL COVER - 6063 5/8" L �Q9 --1/,6" REINF. TOP RAIL-1497 I 1/2" 3/16" FRAME CORNER CONSTRUCTION CORNER WELD (ALL SIDES) 1:8 adgeOI11 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1:8 I 8100 PVC SINGLE HUNG IMPACT 5/16' PVC SCREEN SUPPORT - 6014 1/4" 7/8" PVC GLAZING BEAD-6064 3" SCREW SUPPORT-3113 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION: BOM AND EXTRUSIONS DRAWN BY: BAT DWG#: CWS-812 SCALE: 1:2 DATE: 06/18/12 REV.: C SHEET 40F6 Vinyl • j''Virlllr ft • • • • • MJkr . Mr* • • • •.• • • • • • • •• •• • • •• • •• •• • • • • . •• • • • • • • • • • •• • • • • •• • . •• • • •• • • • • .- • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • 6" MAX. (TYP.)• •• • •• • • • el MAA (TYP.).- • • • • • • • • • • • • • • • • • • • • •• • • • •• ••• • • • • 17" MAX. O.C. (TYP.) 10 /2" .MAX. O.C. (TYR) • • • • •• • • • • • • • • •• 4' (TYP.) } 10 1/2" MAX O.C. (TYP.) 4" (TYP.)- 4" (TYP.) 0 X NO ANCHORS REQUIRED IN SILL ANCHORLAYOUT- (FLANGE) SEE NOTE 2 —) INSTALLATION ANCHOR (TYP.) MTG RAL 1 1 NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. NO ANCHORS REQUIRED IN SILL. 2. SHIM AS REQ 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. 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 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. 1 1 s " • 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. 1 BE PROTECTED TO PREVENT REACTION. 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 TABLET, 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/AAMA200(FLANGE WINDOWS), FMAANDMA250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) aoill WINDOW SYSTEMS �' A 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT - J PROPRIETARY AND CONFIDENT! §'• No 58201 ". • S.Ot STATE OF #' fONA� iNtOk f *: 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION; . i ANCHOR SCHEDULE AND NOTES DRAWN BY: BAT DATE: 06/18/12 DWG#: REV.: CWS-812 C 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 • _.• • • •• • i• SUBSTRATE BY OTHERS SEE TABLE 1 MIN? gbGE S:VABI 1 • • • • • • • • •� • •MIN. EMBEDMENT SEE TABLE 1 • • • • • • ••• • •• • • • •• • • • • - h'P MA* 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 MIN. EMBEDMENT SEE TABLE 1 CDAA VERTICAL SECTION TYPICAL SILL ANCHORAGE MIN. EDGE DIST. SEE TABLE 1 TABLE 1: APPROVED INSTALLATION FASTENERS AuasmeATETYPE- ANCHOR TYPE MIN. EMBEDMENFIIIP.ZDeE"9IGT. CONCRETE (2.0 KSI MIN.) 3/16" 1TW TAPCON 1-1/2" 1-1/8" `�2" HOI I O , (117 o�F MIN 1 �11 R" IT TAPI"Oh CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON 1" 1" GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2-1/2" 2X MIN. SOUTHERN PINE (G=0.55) 3/16" TAPCON OR ELCOCOULTRACON 1-3/8" 7/8" 2XMIN. SOUTHERN PJNE (G=0.55) #10 WOOD SCREW 1-318" 7/8" 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YELD MIN) #10-16 HLTI KWK-FLEXOR 11W 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" { MIN. EMBEDMENT SEE TABLE 1 1/4" MAX SHIM INSTALLATION ANCHOR SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT L HORIZONTAL SECTION SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER TYPICAL JAMB ANCHORAGE 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 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT Q f- w 0 w Z (U 0 w a cc IL 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTIDN: INSTALLATION DETAILS DRAWN BY: DATE: BAT 06/18/12 DWG#: REV.: CWS-812 C SCALE: 1:2 SHEET 60F6 • r ... • . • .... . . . . .. . . • • . . .... . • • •••• • •••• • • • • .. .... • • . • . • • • • • • • • •• • ..• .. • • • • • • PRODUCT APPROVAL NUMBER: FL #11103.1 OPENING IDENTIFICATIONS: 6. SGD T • 1/4/2018 Florida Building Code Online FLORIO OQPARIM(NT OF B s'ness Professional Regul. ion Florida taztlgop orflCE OF,THE rSECRETARY BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications FBC Staff I BCIS Site Map I Links I Search Product Approval USER: Public User product Approval Menu > product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer FL11103-R3 Revision 2017 Approved EJ Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 245 kpine@cws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative Jay Lathrop Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Arturo Monteverde 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 221 amonteverde@cws.cc Exterior Doors Sliding Exterior Door Assemblies • • • • • • • • • • • • • • • • • r• • •• • • • • • • • • • • • • '• • • • • • • • • • • • • • • • • • •• • • • •• •• • • • • • • • • • • • • • •• • • •• • • • • •• • •• • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 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 El Validation Checklist = Hardcopy Received Certificate of Independence FL11103 R3 COI EvalReoort298C.odf Referenced Standard and Year (of Standard) Standard fi AAMA/WDMA/CSA 101/I.S.2/A440-05 ASTM E1886-05 ASTM E1996-05 TAS 201/202/203 Year 2005 ,_ 2005 2005 1994 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgttaGslp3GvutOCRBKBPq%2fDeme022TXmED%2fdomMlgZbLg%3d%3d 1/2 1/4/2018 Florida Building Code Online • Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 09/28/2017 09/29/2017 10/02/2017 12/12/2017 • • • • • •• • • •••• • • •••• • • •••• • • • • • • • • • • • • • FL # Model, Number or Name Description • ~ •••• • • • 11103.1 SGD-8900 PVC Sliding Glass Door. SGD-8900 PVC Sliding Glas, Dodd • • •• • •••• Limits of Use Installation Instructions • • • • •••• Approved for use in HVHZ: Yes FL11103 R3 II CWS-298C•pdf • • • Approved for use outside HVHZ: Yes • Verified By: Lucas A. Turnes 5820% • • •••• Impact Resistant: Yes Created by Independent Th}FI party: Yes • • • Design Pressure: +60/-60 Evaluation Reports •• • • • • • • Other: Large Missile, DP = +/- 60 psf, Max. panel size 4' x 8'. FL11103 R3 AE EvalReoort298C.Ddf Config. include OXXO, OXO, OX, XO. Glass complies to ASTM Created by Independent Third Party: Yes E1300-04. Next Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 • • lo• • •• The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida :: privacy Statement :: f,c essibility Statement :: gefund Stdtrmrnt Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department 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 record. If you do not wish to supply 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 under Chapter 455, F.S., please click here . Product Approval Accepts: ® ® 'eCheck securitv'ti i ittcs' • https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgttaGslp3GvutOCRBKBPq%2fDeme022TXmED%2fdomMlgZbLg%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 298C August 28, 2017 Product Description: Series 8900 PVC Sliding Glass Door, LM Impact, 4'x8' nominal panel size max. 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 61 G20-3.005 (4). This product complies with the requirement§ of•ti 6`h Edition (2017) 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., Northport,'PL 2) Approval drawing CWS-298C, signed and sealed by Lucas A. Turner, P.E. • • . • •• •• •• 3) Test Reports NCTL-210-3956-1 and -1A, from National Certified Testing L•a11t?ratories,•Orlando, • FL signed and sealed by Gerard J. Ferrara, P.E. . . . • • a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CS1 101/1.S.2/3444k• 2008, and ASTM E 1886/1996 2005 • • • •• • •• • • • 4) Supplemental Calcs. to support CWS-298C, signed and sealed by Lucas A. Turner, P.I.. .•. • Installation: Units must be installed according to approval document CWS-298C. Limitations of Use: This product: _ • May be used in up to 48 7/8" x 93 1/2" panel sizes (96" max. door height), with glass types and max. glass daylight sizes as shown in CWS-298C • Achieves design pressures of +/-60 psf • Is Large Missile Impact Resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Kuraray (Dupont) SentryGlas Interlayer per Miami -Dade NOA #14-0916.1 It • Requires Quanex (Mikron) white rigid PVC framing per NOA #17-0206.10t t I have evaluated the materials in these NOAs and find that they comply with the requirements of the 6th Ed. (2017) 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. 00011aiir,�1 >0 t4OREW "it Lucas . -1. No 58201 yv. ` r Turner = . -*" •2- c 2017-08-30 ' ' STATE OF �` Ur 8/28/2017 16:05+20:00 '.�.0••.� .• .:. Lucas A. Turner, P.E. 'i,(tv.4Or�tQ�0\,c` FL PE#58201 IbSfONA Eta` • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • •• •• • • • • • • 9 9 • • • • • • • • • • SLIDING GLASS DOOR - IMPACT 48 7/8" MAX PANEL WIDTH • . • • • •• • • 191 1/81) M9X UNrr V H • •• • • •• • •• • • • • • • • • • • • • • • • • • • • • • A 6" 41 3/4- — GLASS DLO . •• • • • • • • • • • • • • • •• • • • • • • • • •• • • • • • • • • • 0 •• '`I NIT EIGHT 93 MAX PANEL HEIGHT /2" B 86 GLASS DLO 3/8" 0 •• X a 1,• • • • • • • X 1 1 ., 48 7/8" MAX PANEL WIDTH 145 13/16- MAX UNIT WIDTH --• . 6" - - 41 3/4" -- GLASS DLO X p - 0 T;" - tX NIT EIGHT M PANELDLO HEIGHT 1/2" D GLASS 4 0 f / TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1 SECTION VIEWS OXXO & GLAZING DETAIL 2 SECTION VIEWS OXO & XO 3 EXTRUSIONS & B.O.M 4 ANCHOR SCHEDULE & NOTES 5 INSTALLATION DETAILS 6 0 A 6 • • ••• v v r 96" MAX UNIT 48 7/8' MAX PANEL WIDTH WIDTH I 16" AAX J1ENIT IGHT 9Mr PANEL HEIGHT E 01 41 3/4" GLASS DLO GLS DLO 0 X I a I GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION AND IS RATED FOR IMPACT USE IN WIND ZONE 4 AND HIGH VELOCITY HURRICANE ZONE (HVHZ) AREAS AS DEFINED IN ASTM E 1996 PER THE FBC. 2. GLAZING DETAIL: (SEE SHEET 2) ' 3. APPROVED CONFIGURATIONS: "OXXO", "OXO","XO",'OX" 4. DESIGN PRESSURES:) -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE, AND GLASS TABLES ASTM E-1300-04e01/09. 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. 7. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. VENTS FULLY WELDED. 8. SERIES / MODEL DESIGNATION: SGD-8900. 9. THE DESIGNATION XAND 0 STAND FOR THE FOLLOWING: X=OPERABLE SASH, O=FIXED SASH. 10. SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. 11. EXTERNAL WEEP SLOT = 1/4 x 1" LOCATED 4" FROM BOTH ENDS. LucasTurne r 2017-09-22 12:26-04:00 CONFIG. MAX. UNIT SIZE MAX. PANEL SIZE DESIGN PRESSURE RATING IMPACT RATING XO 96" x 96" +/-60 PSF LARGE MISSILE IMPACT O O 1 = • x 96" ,48-7/8" x 93-1/2" OXXO 191-1 /8" x 96" ellatom WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC II IF 8900 PVC SLIDING GLASS DOOR = IMPACT PROPRIETARY AND CONFIDENTIA ,,,' O'RE W T'i, zov : • No 58201 •'A r. -O CC STATE OF :�4/- %4Z(Z . 4 o R, 0 r G��4. i z�- 9/22/2017 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: 06/03/08 DWG REV.: CWS-298 C SCALE: 1:33.33 SHEET 1 OF 6 • • .•. . . • • • • .. •• • • • •• •. • • . • • • • • • . • • • • • • • • • • • a • a a a SECTION B-B PAIR OF SEE SHT SECTION C-C FIXED PANEL ATTACHMENT NOTE: INSTALLATION WITH NO SILL RISER ALLOWED ONLY WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. CHORS AT EACH CLIP. FOR SPACING QUANEX DURASEAL IG SPACER 1' OVERALL 3/16" TEMPERED 3/8" AIRSPACE 7/16" LAMINATED GLASS 3/16" ANNEALED GLASS .090 SENTRY GLASS IONOPLAST INTERLAYE 3/16" ANNEALED GLASS PURFECT GLAZE "H' SIKAFLEX 552 13/16" GLASS BITE LOCKS PER FBC 2411.3.3.11 C- WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8900 PVC . SLIDING GLASS DOOR 1 IMPACT No 58201 ":�9 STATE OF IUL „..::ATE, a °°:&/(5NA EN,,, 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION: SECTION VIEWS - OXXO AND GLAZING DETAIL DRAWN BY: ADE DATE: 06/03/08 DWG#: REV.: CWS-298 C SCALE: 1:2.63 SHEET 2 OF 6 • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• • •• • • • •• • • • ••• ••• • •• • • • • • •• •• • • • • • • • • • • • ••• • • • • s• • • •• • •• • •• • • • • • • • SECTION D-D SECTION E-E NOTES; 1. ITEMS NOT SHOWN FOR CLARITY: 10, 26-32 2. VERTICAL SECTION CAN BE SEEN ON SHEET 2. c_I,lE� [1/ WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8900 PVC SLIDING GLASS DOOR - IMPACT 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. { NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION: 1SECTION VIEWS - OXO AND XO/OX DRAWN BY: ADE DATE: 06/03/08 DWG#: REV.: CWS-298 C SCALE: 1:2.63 SHEET 3 OF 6 ITEM PART NO DESCRIPTION PARTS LIST • • ••• • • • ••• •• S• • • • •• •• • • • • • • •• • • • • • • • • ••• • • • • • • •• •• • • • • 40 • • • • •0015/16° VENDOR MATERIAL 1 H-6042 FRAME, MAIN, SGD MIKRON PVC 2 3 S-6040 THRESHOLD/FLLER, SGD S-1722 SUPPORT BLOCK, FIXED, SGD MICRON • PYC KEYMARK • AUUM 4 5 H-6059 PANEL TOP/BOTTOM RAL, SGD H-6059 PANEL SIDE RAL, SGD 6 H-6033 PANEL, INTERLOCK, FIXED MKROI � PIIC MIKRON, • PWC MIKRON • P08 7 H-6060 PANEL, INTERLOCK, OPERABLE MIKRON PVC 8 H-6061 INTERLOCK, SNAP -ON MIKRON PVC 9 H-6043 ASTRAGAL, SGD, 10 11 P-3142 ROLLER, TANDEM P-3342 SEAM SEALER, SM-5504 12 13 P-3039 SET. BLOCK, 85 DUR. 1/8" X7/8" X2" P-3438 SICAFLEX552 OR PURFECT GLAZE "H" MORON • QVe 1 SULLIVAN STE1 SCHNEE • • FRANK LOWE• •ReBBTRI SIKA/HENKEL 14 P-3429 WSTP., 0.270 X.187, BACK FINSEAL ULTRAFAB 15 P-3539 #8 X 3/4' QUAD PHLIPS, TEK FASTENAL ZINC 16 P-3557 #10 x 2, HEXHEAD, TEK FASTENAL ZINC 17 P-3752 CAP PLUG, 1/2" HOLE M&M NYLON 18 P-3767 #10 X 1" HEX WASHER HEAD, TEK FASTENAL ZINC 19 P-3789 LOCK 8 HANDLE KIT, PVC, SGD AMESBURY STEEL 20 P-3792 3/4" KEEPER AMESBURY SS 21 P-3793 MORTISE LOCK HS&D SS 22 P-4136 #10 x 2, PAN HEAD PHIL, SMS FASTENAL STEEL 23 S-1775 REINFORCEMENT, ALUM., PANEL KEYMARK ALUM 24 H-1993 REINFORCEMENT, ALUM., PANEL KEYMARK ALUM 25 P-4295 FDXED PANEL CLP KEYMARK ALUM 26 S-1597 COVER, FIXED PANEL CLP KEYMARK ALUM - 27 S-1930 PANEL TRACK, ALUMINUM, SGD, SLL KEYMARK ALUM 28 S-1726 REINFORCEMENT, ASTRAGAL, SGD KEYMARK ALUM 29 S-1737 HIGHRISE SLL, ALUMINUM KEYMARK ALUM 30 S-6037 GLAZING BEAD 1.00", SGD MIKRON PVC 31 S-6041 TRACK, SCREEN, SGD MIKRON PVC _ 32 S-6046 SUPPORT WELD, SGD MICRON PVC 33 GLASS (SEE SHEET 2) 34 H-6044 SCREEN CHANNEL MIKRON PVC 35 S-6045 SCREEEN ADAPTOR MICRON PVC 36 P-4278 WSTP., 0.2" X 1.25' DUST PLUG ULTRAFAB 37 S-1764 SLL THRESHOLD COVER (8900) KEYMARK ALUM 38 P-4366 WSTP., 1" X 7.1" X 0.7" DUST PLUG ULTRAFAB 39 P-3302 WSTP., 0.330" X0.187' BACK FIN ULTRAFAB 40 P-4479 WEEP HOLE COVER SULLIVAN PVC I- 3 3/8"-1 5 1 16" =CI 0 (=.3(=1 4 3/8" 1/8" ooG�oo PVC ASTRAGAL-6043 REINF. - 1726 1/2" —{ 3/4" C MT •• • • • 1 IRll�-- •• • • �8' • u = • • 11 • IMPIE nil. r CD --I -1/8". =El PVC OUTER FRAME - 6042 • • • • r =y6. • • • • • • • • • • S • • • • • • • • • •• • • • •• 39/16" I I 39/16" 1/8" 1C 1/8" REINF. - 1993 ----VW 3 9/16' 1/8" PVC PNL INTERLOCK - 6060 PVC PNL LOCKSTILE - 6059 1 PVC PNL INTERLOCK - 6033 1/2° 3 3/16" ;,I 1/16" 31/16" PVC INTERLOCK SNAP - 6061 FIXED PNL CLIP - 4295 FIXED PNL COVER - 1597 PVC SCREEN ADAPTOR - 6045 2 11/16" 1 3/8" 13/16' 1/16" ROLLER TRACK - 1930 SILL THRESH COVER -1764 PVC SCREEN CHANNEL - 6044 PVC TRACK FILLER - 6040 2 1/8' 1/16' FIXED PNL SUPPORT - 1722 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE SPECIFIED. 1 7/1'6" I i 3'I/8• I ;1/16' I i I PVC GLAZING BEAD - 6037 1 15/16' REINF. - 1775 FRAME CONSTRUCTION FRAME CORNERS SCREWED TOGETHER 1:10 CllaC4®• WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8900 PVC SLIDING GLASS DOOR - IMPACT VENT CONSTRUCTION VENTS FULLY WELDED 1:10 HIGHRISE -1737 — 2'--I PVC WELD SUPPORT - 6046 PVC SCREEN TRACK -6041 PROPRIETARY AND CONFIDENTIAL ,,P,PNOREtti,,,,' ti No 58201 .'F'A L * * ;* 59 STATE OF •14 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION: t BOM AND EXTRUSIONS DRAWN BY: 1 ADE DWG#: CWS-298 SCALE: 1:2 DATE: 06/03/08 REV.: C SHEET 4 OF 6 • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • • • • • • • • • • • •• • • •• • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • 6" MAX. (TYP) •• • • • 6" MAX - • • • • • • Cali) • • 1• - y 12 MAX O.C. • 1• (TYP) 1 1 1 I 8" (TYP) I-`-4" (TYP) • r • • 8" MAX. O.C. •r') • •• • •• • ••. • • • • •• .1 •• • • • . ••• • • • • •• I • • I •• • 1 • • • • • • • 1 } 3 ) 1 i — s I I i r { / / / \ 1 1 NOTES: 1. INSTALL TWO ANCHORS AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQD 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. 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. 1 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 SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 2" 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. fi 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/AAMAIWDMA 300(EXTERIOR DOORS). r i I agrion WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8900 PVC SLIDING GLASS DOOR - IMPACT ARY AND CONFIDENTIAL a ( 00 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION: ANCHOR SCHEDULE AND NOTES DRAWN BY: DATE: ADE 06/03/08 DWG#: I REV.: CWS-298 C SCALE: 1 SHEET 1 1:20 1 5OF6 • • ••• • • • ••• •• •• • • •• • •• •• • • • • • • •• • •• • • • •• • • •• •••• •• • •• • • Y?PICAL F?EAU ANCI,01Y*3E • • • • • • • • • SUBSTRATE BY OTHERS L- SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT INSTALLATION ANCHOR SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT DO NOT COVER WEEP HOLES SUBSTRATE BY OTHERS SEETABLE 1 SEALANT UNDER SCREW HEAD BY INSTALLER MIN. EDGE DIST. SEE TABLE 1 `MIN. EMBEDMENT SEE TABLE 1 INTERIOR SFAI ANT BETWEEN ' SILL RISER AND FRAME BY INSTALLER MIN. EMBEDMENT SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 1/4" MAX SHIM INTERIOR PERIMETER SEALANT BY INSTALLER INSIDE AND OUT TABLE 1: APPROVED INSTALLATION FASTENERS SU ANCHOR TYPE MIN. CONCRETE (2.0 KSI MIN.) 3/16" MN TAPCON 1" 3" C 3/16" ELCO ULTRACON 1-1/-" HOLLOW OR GROUT-FLLED CMU (117 PCF MIN.) 3/16" ITW TAPCON 1" 3" HOLLOW OR GROUT-FLLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2-1/2" 2XMN. SOUTHERN PINE (G=0.55) 3/16" RW TAPCON 1-3/8" 1" 2XMIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8" 1" 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YIELD MIN) #10-16 HLTI KWIK-FLEXOR RW TEKS SELF-DRLLNG SCREW FULL THREAD THRU 0.060" 7/16" 1/8" ALUM. (6063-T5 MN.) OR 1/8" STEEL (33 KSI MIN.) #10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.125" 7/16" FIXED PANEL CLP ANCHORS INTO: CONCRETE (2.0 KSI MIN.) OR HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) 3/16" MN TAPCON 1" 3" FIXED PANEL CLIP ANCHORS INTO: CONCRETE (2.85 KSI MIN.) OR HOLLOW OR GROUT-FLLED CMU (ASTM C-90) 3/16' ELCO ULTRACON 1-1/4" 2_1/2" SUBSTRATE BY OTHERS SEE TABLE 1 B HORIZONTAL'SECTION 6 12" — • MIN. EDGE DIST. SEE TABLE 1 TYPICAL JAMB ANCHORAGE b '" 17 7/8' - MAX O.C. FIXED PANEL CLIP CLIP ANCHORS MUST BE LOCATED A MINIMUM DISTANCE OF 3" AWAY FROM ANY MAIN FRAME - ANCHOR. INSTALLATION ANCHOR (TYP) II 0 FIXED PANEL CLIP DETAIL NOTE: FIXED PANEL CLIP ANCHORS INTO WOOD OR METAL SHALL FOLLOW THE ANCHOR TYPE, MIN. EMBEDMENT AND MIN. EDGE DISTANCE LISTED IN TABLE 1. MIN. EMBEDMENT SEE TABLE 1 27/16 MIN. 1 INSTALLATION ANCHOR SEE TABLE 1 TWO ANCHORS PER FIXED CLIP THROUGH PRE -DRILLED HOLES 1/4' MAX SHIM CO6 HORIZONTAL SECTION FIXED PANEL ANCHORAGE FIXED PANEL MIN. EMBEDMENT SEE TABLE 1 FIXED PANEL EDGE DIST. SEE TABLE 1 Cgorkom WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8900 PVC SLIDING GLASS DOOR - IMPACT PROPRIETARY AND CONFIDENTIAL „01,p10RE W" TG,',. No 58201 .* :0t cam STATE OF ;�<U ``'�F! O R � '14#7 ONA 1 Ed�`� `.`�.��GEN3F•.'Qy�i SJ• - zz 9/22/2017 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: DATE: ADE 06/03/08 DWG OF REV.: CWS-298 C SCALE 1:2.67 SHEET 6 OF 6 1 1 1 • • .... • . • •• • • • • • •••• • • • • • • • • S. • • • • • • • • • •• •• •• • • • • • • • • ..• • • •• • • • • • • • • •• • •• • • • • PRODUCT APPROVAL NUMBER: FL #14850.1 OPENING IDENTIFICATIONS: 8 SFD • • 1/4/2018 Florida Building Code Online Florida ►`OF,FICE OFJHE 0-SECRETARYa $CIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stets & Facts I Publications Product Approval USER: Public User product Anorovel Menu > product or Application Search > Application I ist > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature 0 Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 245 kpine@cws.cc Kevin Pine kpine@cws.cc Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 221 amonteverde@cws.cc Category Subcategory Compliance Method Exterior Doors Swinging Exterior Door Assemblies FBC Staff I BCIS Site P L Links I Search • • •••• • • • • •• • • • • • • • •••• •, • • • • • •••• • •••• . • • • • • •• •• •• • • • • • • • • • • • •• • • • I • • • • • •• • •• V• •' • • •• • • • _ Evaluation Report from a Florida Registered Architect .. or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lucas 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 0 Validation Checklist - Hardcopy Received Certificate of Independence FL14850 R3 COI EvalReoort641C.odf Referenced Standard and Year (of Standard) 4 Standard _ Year AAMA/WDMA/CSA 101/I.S.2/A-440 2005 ASTM E1886-05 2005 ASTM E1996-05 2005 PA TAS/201/202/203 1994 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquH1FzfePouW7oGhYGF3pWxOcPHYdVvGbM8R4n%2f40fQfg%3d%3d 1/2 1/4/2018 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D • • • • • • •' • • • • •• • • • • • Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 09/28/2017 09/29/2017 10/02/2017 12/12/2017 • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • •• • • • • • • FL # Model, Number or Name Description • ' ' ' • ' 14850.1 FD-8750, Impact. • • • FD-8750 French Door, SEt$Zl 0 ,:wing Does SST-8710 Sidelite, Impact. • • • ..—. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70/-70 Other: Large Missile French Door w/ Sidelights, Max. French Door 6' x 8', Max. Single Door 3' x 8', Max. Sidelight 3' x 8', DP +/- 70 psf. Glass complies to ASTM E1300-04. Installation Instructions FL14850 R3 II CWS-641C.odf Verified By: Lucas Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL14850 R3 AE EvalReport641C.Ddf Created by Independent Third Party: Yes Back Spntact Ua :: ?sm. Blair Stnne Road. Tallaha.ss a Fl 1,194 phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Coovriaht 2007-2013 State of Florida Privacy Statement :: Accessibility Statement • • 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 -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department 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 record. If you do not wish to supply 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 under Chapter 455, F.S., please click here . Product Approval Accepts: se 'Credit Card 1 Safe SCcUritymETRICs• J https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquH1FzfePouW7oGhYGF3pWxOcPHYdVvGbM8R4n%2f40fQfg%3d%3d 2/2 T URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A.W779 • • •••• Evak:atien Rerort 641C • tkugu/t 2r2017 • Product Description: Series SD-8700, FD-8750, SLT-8710 PVC Swinging Door,•i,Mpripactil:x$: nominal panel size max. •••••• Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala, FL 3•14.771•. • • • Statement of Compliance: This report evaluates the above -listed product per therequirements of FAC • Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements o'f the 6th • Edition (2017) Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. •• • • • • • • .•• • • • S. • Technical Documentation: 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL 2) Approval drawing CWS-641C, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3761-1, -1A, -1B, -1C, -2, and -2A from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 101/I.S.2/A440- 2005, and ASTM E 1886/1996 2002/2005 4) Supplemental Calculations to support CWS-641C, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-641C. Limitations of User This product: • May be used in up to 79" x 97" XX sizes, 40" x 97" X sizes, and 36 3/16" x 97" Sidelite sizes, with glass types and max. glass daylight sizes as shown in CWS-641C • Achieves design pressures of +/-70 p.s.f. • Is Large Missile Impact Resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Anchors indicated in CWS-641C shall be pan or hex head type and shall have a head or washer (integrated or separate)_ diameter of 0.420" min. _ + • Requires Kuraray (Dupont) SentryGlas Interlayer per Miami -Dade N.O.A. #14-0916.11t • Requires Kuraray (Dupont) PVB Interlayer per Miami -Dade N.O.A. #16-1117.02t • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. #17-0206.10t t I have evaluated the materials in these NOAs and find that they comply with the requirements of the 6th Ed. (2017) 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. Lucas Turner 2017-08-30 17:06+20:00 otiil11 i/1l%fl ,1.10 RE IV lit i No 582C11 •�:�`� •: 8/28/2017 >t : * = Lucas A. Turner, P.E. :I ' � '� �FL PE #58201 1. .p0. STATE OF 1u: • -'ids; OR% • • • 9 U H 37 5/8" MAX PANEL WIDTH 26 5/8' GLASS DLO • • ••• • •• •• • • • • • • • • •• •• •• • • •• • ••• • •• •• •• • ••• •• ••• • •• ••• • • • • • • • ••• SWING DOOR & SIDELITE - LARGE MISSILE IMPACT • • •• • • • • •• •• • •• • • • • • • • X" INAX FRENCH 140R OIDFH • • • • • ••• ••• • ••• • • •• • • • • • •• MAX. 1 Ism& h' i ' MI 7" NIT EIGHT 95 3/16" MAX. PANEL HEIGHTI 84 3/16' GLASS DLO SEE NOTE X 4 FRENCH DOOR TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1-3 GLAZING DETAILS..., 4 SECTION VIEWS 5-7 BOM 8 EXTRUSIONS 9 ANCHOR SCHEDULE & NOTES 10 INSTALLATION DETAILS 11-12 •• •• •• • • •• FLUSH BOLT ON INACTIVE PANEL 40" MAX SINGLE DOOR WIDTH 37 5/8" MAX PANEL WIDTH 26 5/8' GLASS DLO 97" MAX UNIT HEIGHT 95 3/16" MAX. PANEL HEIGHT 36 3/16" MAX SIDELITE WIDTH 33 5/8" MAX PANEL WIDTH 22 5/8" GLASS DLO D 84 3/16' GLASS DLO 0 97' MAX UNIT HEIGHT ' 94 5/8" MAX PANEL HEIGHT 83 5/8" GLASS DLO SIDELITE 81/2• NOTE: HINGE SPACINGS ARE 8-1/2" FROM ENDS AND 20" MAX O.C. 20" FOR 81" TO 97" UNIT HEIGHT. SEE NOTE 4 8 1/2" 7 SINGLE DOOO GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. 2. GLAZING OPTIONS: (SEE SHEET 4) 3. CONFIGURATIONS: SINGLE OUTSWING, SINGLE OUTSWING w/SIDELITE(S), FRENCH DOOR(S), FRENCH DOOR(S) w/SIDELITE(S), SIDELITE NOT ATTACHED. 4. LOCK OPTIONS: UP TO 6'8": A. DOUBLE BORE w/TWO (2) INTERIOR FLUSH BOLTS. HANDLE SET @ 36" B. MORTISE LOCK w/ TWO (2) INTERIOR FLUSH BOLTS. , HANDLE SET @ 34"`. C. MULTIPOINT (4 PT.) HANDLE SET @ 34" ABOVE 6'8": i ' A. MULTIPOINT (5 PT.) HANDLE SET @ 34" 5. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. 6. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 11-12 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 7. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 8. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. PANELS ARE PROCESSED AND ASSEMBLED VIA TIE ROD. 9. SERIES / MODEL DESIGNATION SD-8700, FD-8750, SLT-8710. 10. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 = FIXED SASH 11. SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS IN A SIMILAR LOCATION. 12. INTERIOR FLUSH BOLTS ON ACTIVE PANEL TO BE ENGAGED PRIOR TO SEVERE WEATHER. 13. QUALIFIED ALTERNATIVE LOCKSET/DEADBOLT HARDWARE IS GRADE 2 BY PAMEX AND DELANY. 1 I 14. MAX PANEL WIDTHS APPLY TO ALL CONFIGURATIONS, MULLED OR NON -MULLED UNITS. 'F MAX. PANEL SIZE DESIGN PRESSURE RATING IMPACT RATING �SINGL 37-5/8" x 95-3/16" +/- 70 PSF LARGE MISSILE IMPACT FRENCH SIDELITE 33-5/8" x 94-5/8" LucasTurner 2017-09-22 13:18-04:00 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8700/10/50 PVC SWING DOOR IMPACT PROPRIETARY AND CONFIDENTIAL ,,`,P I tt OGttt RE ate. D1 p ENBF;�ti.� No 5E201 • "P :*iccE 59 STATE OF :141= z�- 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTIDN: GENERAL NOTES AND ELEVATIONS DRAWN BY: ADE DATE: 09/08/11 DWG #: CWS-641 ' C SCALE: 1:35 SHEET 1 OF 12 • 9 • • ••• • • • • • • •• ••• • • • •• •• .• • • • • • • •• • • • • • • ••• • • •. • • • • • • • • • • • • • • • • • • • • • 36 3/16" MAX. SIDELITE WIQ'PI • • • • 33 5/8" • PANEL WIDTH* 151 3/8" MAX. UNIT WIDTH 79" MINX. FRENCH DOQ 1 WIDTH • •• • • •• • • • :7 8" MAX. t • •• ETF4 PANELW• 1 7" IAX. NIT EIGHT 94 SIDELITE HEIGHT 5/8" 83 SIDELITE GLASS DLO • • • • • • • • 5/8" It I • I 1 { • • • • • • • • • • • • • • • • • • 0 • • • • • • • • • • • • • • • •• • • • • • • • • X • X FLUSH ONLT PANEL E PANEL 0 SEE NOTE SHT 4 1 [ 36 3/16" MAX SIDELITE WIDTH 33 5/8" MAX PANEL WIDTH 97 " MAX UNIT HEIGHT 94 5/8" SIDELITE HEIGHT 1-22 5/8" -1 GLASS DLO 1•26 5/8' -1 GLASS DLO FRENCH DOOR w/SIDELITES 115 3/16' MAX. UNIT WIDTH 1 79" MAX. FRENCH DOOR WIDTH 83 5/8" SIDELITE GLASS DLO 0 SEE NOTE 4 SHT 1 95 3/16" PANEL HEIGHT 84 3/16" DOOR GLASS DLO 36 3/16" MAX SIDELITE WIDTH 37 5/8" MAX 33 5/8" MAX. DOOR WIDTH PANEL WIDTH X FLUSH BOLT ON INACTNE / PANEL 95 3/16" PANEL HEIGHT .84 3/16' DOOR GLASS DLO -22 5/8"- GLASS DLO 26 5/8" GLASS DLO FRENCH DOOR w/SIDLITE 76 3/16" MAX UNIT WIDTH — 40" MAX SINGLE DOOR WIDTH 37 5/8" MAX. DOOR WIDTH 97' MAX UNIT HEIGHT 94 5/8" SIDELITE HEIGHT 83 5/8" SIDELITE GLASS" DLO 0 fl SEE NOTE 4 SHT 1 . g 95 3/16' PANEL HEIGHT 84 3/16" DOOR GLASS DLO 22 5/8". 26 5/8" GLASS DLO GLASS DLO SINGLE DOOR w/SIDELITE C Lm WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8700/10/50 PVC SWING DOOR IMPACT • PROPRIETARY AND CONFIDENTIAL Z QZ• ❑ W O Q W p 0 ZOZ F- UJ ZF- 3 CO ZIM W0O ()CI O Z =- -CL Z-j-ZF-7M 00LLZ OwE O�1-raw02 LL11.1 v1Wcc �OJV)I- actO = ~ DO' O. U) I- a C�a 41%JGp�.��CEtV3FG�yct` - : No 58201 t * * * = 13 cc :9 STATE OF .•4ittttttttttttttttt 9/22/2017 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: DATE: ADE 09/08/11 DWG#: REV.: CWS-641 C SCALE: 1:35 SHEET 2 OF 12 • • • ••• • • • .•• S. •• • • •• • •• •. • •• • • •• •• • • • • •• • • •• •.• •• • •• • • •• •• • • • • • • • • • • • • • • • • 40" MAX SINGLE DOOR WIDTH • 37 5/8" MAX. • . PANEL WIDTH) • 26 5/8" • • GLASS DLO• • • 81„ MAX UNIT HEIGHT • •• • • •• 79 3/16" PANEL HEIGHT 68 3/16 GLASS DLO • • • • S • •• • • •• 8 1/2' HINGE SPACINGS FLUSH • • t, • • ARC 8-1/2" FROM • • • • • BGLT• • !1 S16" FjVD§ AND 21-5/16" • • • M/VC O.C. UP TO • • • • • 81" INIT HEIGHT. • • • ••••• •• •• • • • • •• • • • • • • • • • • • • • • • • • • •� • • • • NOTE: SEE NOTE 4 SHT 1 ✓t 8 1/2" SINGLE DOOR 79" MAX FRENCH DOOR WIDTH 37 5/8" MAX PANEL WIDTH . .-- 26 5/8" GLASS DLO' } RI I SEE NOTE S I- X p I�-�" 4 1 1 FLUSH BOLT p X 11" AAX JNIT 'EIGHT 79 3/16" PANEL HEIGHT 68 3/16' GLASS DLO L 1! 1 151 3/8"'MAX UNIT WIDTH - FRENCH DOOR WIDTH --.- 36 3/16" MAX SIDELITE WIDTH 79" MAX. 33 5/8" MAX. PANEL WIDTH 37 5/8" MAX -{ PANEL WIDTH f 1 C 41 y I! 1 f 0 JI O X II" MX. JNIT 'EIGHT 78 SIDELITE HEIGHT 5/8" 67 SIDELITE GLASS DLO+ I 5/8' FLUSH BOLT X 68 3/16" DOOR GLASS DLO 79 3/ DOO PANHEIC! 1 1 SEE NOTE 4 SHT 1 1 22 5/8"�I 26 5/8" GLASS DLO GLASS DLO FRENCH DOOR w/SIDELITES 16" R HT FRENCH DOOR 36 3/16' MAX SIDELITE WIDTH 33 5/8" MAX. PANEL WIDTH 36 3/16' MAX SIDELITE WIDTH 33 5/8" MAX PANEL WIDTH 22 5/8" GLASS DLO 81" MAX. UNIT HEIGHT 78 5/8' PANEL HEIGHT 67 5/8" GLASS DLO 112 3/8" MAX UNIT WIDTH SIDELITE 37 5/8" MAX. ► PANEL WIDTH 40" MAX SINGLE DOOR WIDTH 81" MAX UNIT HEIGHT 78 5/8" SIDELITE HEIGHT 67 5/8" SIDELITE GLASS DLO FLUSH BOLT 79 3/16" DOOR PANEL -HEIGHT 68 3/16' DOOR GLASS DLO ►22 5/8"►I H 26 5/8" GLASS DLO GLASS DLO SINGLE DOOR w/SIDELITES aololloo WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8700/10/50 PVC SWING DOOR IMPACT PROPRIETARY AND CONFIDENTIAL 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION: GENERAL NOTES AND ELEVATIONS DRAWN BY: ADE DATE: 09/08/11 DWG#: REV.: CWS-641 1 C SCALE: 1:35 SHEET 3 OF 12 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • S. • • • ••• • • • • • • • • • • • + • ••• • • • • ••• • • • • •• • • • • • • • • • • •• • •• •• • • •• • • • • • • ••• • • • • • • •• • • QUANEX DURASEAL IG SPACER GLASS TYPE A • • •• • • 1" GIVERALt • • • 3/4C JEIAP•Ei2ED 5/16" AIRSPACE //," LAWATED • • /16"ANNEALED • prom- PVB INTERLAYER 3/16" ANNEALED SIKA - SIKAFLEX 552 or HENKEL - PURFECT GLAZE"H" 3/4' GLASS BITE QUANEX DURASEAL IC SPACER 1" OVERALL 3/16" TEMPERED 3/8" AIRSPACE GLASS TYPES MAX. UNIT HEIGHT SIDELITE SINGLE FRENCH 9T B B B 7/16' LAMINATED —3/16" ANNEALED -09.0 SENTRY GLASS IONOPLAST INTERLAYER —3/16' ANNEALED SIKA - SIKAFLEX 552 or HENKEL - PURFECT GLAZE "H" 3/4" GLASS BITE f SETTING BLOCKS PER FBC 2411.3.3.11 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8700/10/50 PVC SWING DOOR IMPACT AND CONFIDENTIAL PROPRIETA ,,',PNORE W ,;'A, rp., • No158201 \i -0 {* icc STATE OF :e O�`6`'�� OR,Qr;G`. 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION: GLAZING DETAILS DRAWN BY: ADE DATE: 09/08/11 DWG REV.: CWS-641, C SCALE: 1:1 t SHEET 4 OF 12 • • ••• S. • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • •• • • • • •• •• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• • ••• • ••• •• • • • • • ••• •• INTERIOR SECTION VIEW A -A INTERIOR �s� Yrl II 7 SECTION VIEW B-B MORTISE LOCK w/ FLUSH BOLT ITEMS NOT SHOWN FOR CLARITY: 10-12, 13, 15-17, 22, 43, 48, 54, 57-58 ITEMS NOT USED IN VERSION SHOWN: 2-3, 8-9, 15-16, 25-28, 30-34, 36-40, 43, 52-53, 60, 62, 65-66, 72, 76 :C�ba�Qm WINDOW SYSTEMS 11900 SW 44TH AVE. 'OCALA, FLORIDA 34474 W W W.CW S.CC 8700/10/50 PVC SWING DOOR IMPACT PROPRIETARY AND CONFIDENTIAL ,,,,,PNORE W �1.70, �.•.1 : No158201 •\i -0 I :STATE OF �4i� �iOa% [ O R 14';:.4 zz 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION: SECTION VIEWS SINGLE DOOR DRAWN BY: ADE DATE: 09/08/11 DWG B: REV.: CWS-641' C SCALE: 1:2 SHEET 5 OF 12 1 • ••• • • • •• • • •• • •• • • • •• •• •• •• • • • •• •••• •• • • • • • • • • ••• • • • • .• • • • ••• • • • •• • • • • •• •• • •• • • • • • • • 0 • • • • • • • • • • • • • 0 • • • • ••• ••• • ••• • •• • • • •• ••• •• • NOTE: VERTICAL SECTION SIMILAR TO SINGLE DOOR, SEE SHEET 5 41, • •• 33 •• • INTERIOR SECTION VIEW C-C ITEMS NOT SHOWN FOR CLARITY: 10-13, 15-17, 22, 26-28, 36-39, 43, 54, 57 ITEMS NOT USED IN VERSION SHOWN: 8-9, 15-16, 25, 40, 42, 45-46, 48, 52-53, 58, 60, 74, 76 t WINDOW SYSTEMS rt:011 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8700/10/50 PVC SWING DOOR IMPACT PROPRIETARY AND CONFIDENTIAL LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION: SECTION VIEWS FRENCH DOOR DRAWN BY: DATE: ADE 09/08/11 DWG#: REV.: CWS-641 C SCALE: SHEET 1:2.5 60F12 • • • ••• • • • ••• •• •• • • •• • •• •• • •• • • •• •• • •• • • • •• • • •• •••• • • • • • . • • • ••• • • • • ••• • • • •• • • • • •• •• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• • ••• • INTERIOR SECTION VIEW D-D • • •• ••• •• • •• • • • • • • ••• •• SEALANT APPLIED TO ADJOINING FACES BY INSTALLER ITEMS NOT SHOWN FOR CLARITY: 10-11, 16, 22, 28, 43, 57 SECTION VIEW E-E SEALANT APPLIED TO ADJOINING FACES BY INSTALLER #10 HEX WASHER HEAD TEK JOINING DOOR FRAME TO SIDELITE. 6' FROM TOP AND BOTTOM 17' MAX. O.C. 1 #10-24 x 1-3/4' TYPE F THRU HINGE INTO SIDELITE AT EACH HINGE. SEE SHEETS 1 & 3 FOR HINGE SPACING. ITEMS NOT USED IN VERSION SHOWN: 1-3, 6-15, 17-18, 20-21, 23-24, 26-27, 30-39, 41, 44-46, 48-52, 54-56, 58-61, 63-71, 74-76 Cllago1198 WINDOW SYSTEMS '1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 1151 8700/10/50 PVC SWING DOOR IMPACT PROPRIETARY AND CONFIDENTIAL 3 az3 oujOo awzrn wJw z 0 z -AI- I-wz03To x zxf¢cwo0 01-0 <2la 0 COF-zah-v)a. z-� zi_Dm Qzou z- a30w-F0- no�}o302 ww z&)wNOJOI- 2a D:Ou) _ ~° w=�N F- a D a 1 zx 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION: SECTION VIEWS . ATTACHED SIDELITE DRAWN BY: ADE DATE: 09/08/11 DWG CWS-641 SCALE: 1:2 SHEET 7 OF 12 • • • ••• • • • ••• •• •• •• •• • •• •• • •• • • •• •• •• ••• • • •• • • •• •••• ••• • • • P WS &IS, • • • ••• ITEM PART # DESCRIPTION MATERIAL VENDOR 1 H•1833 MAIN FRAME, HEAD ALUM KEYMARK 2 H-1857 ASTRAGAL, INACTIVE, FD, PVC • • • • •ALUM KEYMARK 3 4 5 6 H-1858 ASTRAGAL ACTIVe, FQ, IsVp • H-1860 REINFORCEMENT,I/ERT. • H-1861 REINFORCEMENT, Z.:. H-1878 MAIN FRAME, SILL • • _ • • • &UM KEYMARK • • • • • ALUM KEYMARK • • • ... • .ALUM KEYMARK ALUM KEYMARK 7 H-1880 MAINFRAME, JAMB ALUM KEYMARK 8 9 10 11 12 H 1881 MAINFRAME, SIDELITE 9•DO0 SIKAFLEX 552 or PURFEOAT GIA2£ "I+' • • • • P-3503 SCREW #8 X 1/2" PH MSS $S a ASTRAGAL CAI} • ' • • SIKA - HENKEL FASTENAL 13 P-3511 SCREW #8 x 5/8" SQ. PAN TEK @ TIEROD BRKT FASTENAL 14 P-3587 SCREW #8 X 1", PH FLAT TEK @ ASTRAGAL, INSERT,LOCK FASTENAL 15 P-3767 SCREW, #10 X 1" HEX HEAD, TEK @ SIDELITE FASTENAL 16 P-4146 SCREW #8 X 3/4 PHIL, FLAT SS TEK @ SIDELITE SHIM FASTENAL 17 P-4278 FUZZY PAD, .200" x 1.250" W/ADHESIVE ULTRAFAB 18 P-4522 #10 x 1 1/4", PH FLAT, SMS - HINGE @ PANEL FASTENAL 19 20 P-4774 WSTP, BULB/LEAFS, PANEL P-4790 FLUSH BOLT, ASSM, TOP/BTM AMESBURY SULLIVAN 21 P-4794 SCREW #8 x 5/8" SQ.FLATTEK @ INSERT ATTACH FASTENAL 22 P-4802 ALL THREADED ROD (TIE ROD) McMASTER PARTS LIST ITEM PART # DESCRIPTION MATERIAL VENDOR 51 P-5131 GASKET, DOOR SILL, BACK FOAM HO PRODUCTS 52 P-5134 SCREW, #10 X1-3/4" FLAT SQUARE TYPE F @ HINGE FASTENAL 53 P-5151 GASKET, SIDELITE FOAM HO PRODUCTS 54 P5157 SCREW #10-24 x 1/2", Fl Undercut PH, 18-8SS @ KEEPER FASTENAL 55 P-5158 BOTTOM SEAL RUBBER TEAM 56 P5172 WSTP, .370 X.187, TRI FIN, BLACK ULTRAFAB 57 P5174 SCREW #8 X 3/4" HEX WASHER HEAD, @ FRAME FASTENAL 58 P5186 SCREW #8-32 x 1-1/4" PH,FL MS, SS @ PLUNGER SS FASTENAL 59 S-1783 THRESHOLD, HIGH RISE ALUM KEYMARK 60 S-1784 INSERT, REINFORCEMENT ALUM KEYMARK 61 62 S-1806 S-1816 COVER, JAMB, ANCHOR COVER, JAMBS, HEAD,SILL, SIDELITE ALUM ALUM KEYMARK KEYMARK 63 S-1817 DRIP CAP ALUM KEYMARK 64 S-1840 COVER, HEAD, ANCHOR ALUM KEYMARK 65 S-1849 INSERT, INACTIVE PNL, LOCK HARDWARE KEYMARK 66 S-1859 COVER, ASTRAGAL, FD ALUM KEYMARK 67 S-1864 INSERT, FRONT, BTM ATTACH SILL ALUM KEYMARK 68 S-1865 INSERT, BACK, BTM ATTACH SILL ALUM KEYMARK 69 S-1915 BASE, SWEEP ALUM KEYMARK 70 S-1916 DRIP COVER SWEEP ALUM KEYMARK 71 S-6083 PANEL, TOP/BTM RAIL, SIDES - DOOR PVC MIKRON 72 S-6083 PANEL, TOP/BTM RAIL, SIDES - SIDELITE PVC MIKRON 73 S-6084 GLAZING BEAD (1") PVC MIKRON 23 P-4807 HINGE, GUIDE HOPPE 74 H-1888 REINFORCEMENT, VERT., SINGLE DOOR ALUM KEYMARK 24 25 26 P-4808/P4809 HINGE, SET P-4814 WSTP, .50X.750 FOLDED BULB SEAL, @ SIDELITE P-4863 LOCK STRIKE PLATE HOPPE AMESBURY PADDOCK 75 76 77 GLASS H-1862 P-4887 SEE SHEET 4 REINFORCEMENT, VERT. MORTISE LOCK ALUM KEYMARK PADDOCK 27 P-4864 RHINO STRIKE PLATE PADDOCK 28 P-4866 GUIDE, TIE ROD NYLON M&M 29 P-4871 TIE ROD BRACKET ZINC SULLIVAN 30 P-4885 SHOOT BOLT, TOP PADDOCK 31 P-4886 SHOOT BOLT, BOTTOM PADDOCK 32 32 P-4851 LOCKBAR, INACTIVE, 8 FT P-4884 LOCKBAR, MULTI -POINT, 5PT, 8 FT PADDOCK PADDOCK 32 P-4901 LOCKBAR, MULTI -POINT, 4PT, 6'8 FT PADDOCK 32 P-4902 LOCKBAR, INACTIVE, 6'8 FT PADDOCK 33 P-4903 HANDLE SET, ACTIVE PADDOCK 34 35 P-4905 HANDLE SET, INACTIVE P-4913 WSTP, .50X.50 FOLDED BULB SEAL, @ DOOR PADDOCK SCHELGEL 36 P-4917 CAP, ASTRAGAL, OUTSIDE NYLON M&M 37 P-4918 GUIDE, FLUSH BOLT, INACTIVE PNL M&M 38 P-4922 COVER, INTERIOR, FLUSH BOLT NYLON M&M 39 P-4925 CAP, ASTRAGAL, INSIDE NYLON M&M 40 P-4926 SHIM, SIDELITE, DOOR SHIPPING BLOCK NYLON M&M 41 P-4927 GUIDE, FLUSH BOLT NYLON M&M 42 P-4930 SCREW, #10 X 1-1/4" HEX HEAD TEK @ SIDELITE ATTACH FASTENAL 43 P-4933 NUT, 3/8"-16 FLANGED W/ SERRATED LIP, SS, @ PANEL McMASTER 44 P-4934 SCREW, #12-24 X 1/2", PH FLAT, MS, @ HINGE FASTENAL 45 P-4936 DOOR KNOB, ACTIVE PANEL " DELANY 46 P-4937 DEADBOLT, ACTIVE PANEL " DELANY 47 P-4969 SIaREW, #10 X 2" REINF. ATTACH. FASTENAL 48 P-4997 STRIKE, DEADBOLT PADDOCK 49 50 P-5127 SCREW, #12 X 2", PH PAN, SMS, ANCHOR P-5130 GASKET, DOOR SILL, FRONT FASTENAL FOAM HO PRODUCTS WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8700/10/50 PVC SWING DOOR IMPACT • f„ (1N ' HEAD SILL ALL FRAMES ARE MECHANICALLY FASTENED I 1 r " ALTERNATE APPROVED LOCKSETS: PAMEX GRADE 2 LOCKSET AND DEADBOLT PROPRIETARY AND CONFIDENTIAL 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: BOM DRAWN BY: ADE DWG #: CWS-641 SCALE: 1:1 DATE: 09/08/11 REV.: C SHEET 8 OF 12 • • • - - •ALUM KEYMARK H-1900 MAINFRAME, SIDELITG@° JAYIB,4HEi.TI,�IL� •• - ALUM KEYMARK P-3039 SETTLING BLOCK, 85 Del; 11 X5 x" 2 : _ • • ...RUBBER FRANKLOWE • • ••• • • • ••• •• •• • • • •• •• • • • • •• •• •• • • • • • • • • ••• • • • 1 7/16" • • • • • • • • • • • • 4 9/16" 1 1 3/4" —j DOOR HEAD-1833 4 9/16" • • •• •• 1 •• • • • • •• • -•-• 1/16" •• • • ••• ••• • • C. • • • ••51/2" • 1 1/16" 1 9/16" 2 1/2" 2 1/16" DOOR SILL-1878 4 9/16" DOOR JAMB-1880 4 9/16" SIDELITE-1881 4 9/16" SIDELITE-1900 • • •• • •• •• • ••• 5/16" PVC DOOR PANEL 6083 -1/16" 2 15/16" NOTE: ALL EXTRUSIONS ARE 6063-T6 ALUMINUM REINFORCEMENT -1881 1 11 /2" JLJ 2 15/16" 1/16" REINFORCEMENT-1860 3" ASTRAGAL COVER-1859 4 5/16" REINFORCEMENT -1857 2 5/8" —.1 REINFORCEMENT - 1858 1 /2' 2 15/16" REINFORCEMENT -1862 INSERT, INACTIVE PNL-1849 1 3/16" THRESHOLD -1783 1r21/4" I 1/4" T- , 1 I, FRAME COVER 1806 r23/8' 3/4" 1/16" i I SIDELITE COVER- 1816 BASE SWEEP -1915 1 9/16'1 13/16" INSERT, BACK -1865 1/16" INSERT, FRONT -1864 I 5/8" 9/6" 1/16" HEAD COVER - 1840 5/8' 3/8" FILLER -1784 5/8" PVC GLAZING BEAD - 6084 1 1/8" 5/8" 1/16" DRIP CAP - 1817 3/4" 13/16" DRIP COVER - 1916 C(/11� I . WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8700/10/50 PVC SWING DOOR IMPACT PROPRIETARY AND CONFIDENTIAL otti: OGttt RE �� P T �� • �6ENS :i'A • No 5E201 iir. *: 7.1) STATE OF :�Wt ,,Ss�QNA 1Et,,, z2 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTIDN: ' EXTRUSIONS • 1 DRAWN BY: I DATE: I ADE 09/08/11 DWG#: REV.: CWS-6411 C SCALE 1:2 SHEET 9 OF 12 • • ••• • • • ••• •• •• •• •• • •• •• • •• • • •• •• •• ••• • • • • • • ••• •• • • • • • • . . a a • • ••• • • • • •0• ANCHOR @ MIDSPAN (TYP,- 6" MAX. (TYP.) • ♦ t• • 6" MAX. (TYP.) • • to T 17' MAX. O.C. (TYP.) •• • • • ••• --4 (TYPii • • • r • • •- • • • • • -.Il•2" fPYP.) `WIDOD/METAL I . • • .I • •• • • • • •• O • •. • • • tl • •• • • • • • • • •• ••• • • • • • X •• •• • • • • • •• •• 0 I " ' I IVUIUU I I SIDELITE DOOR SIDELITE • ANCHOR LAYOUT - (FLANGE) SEE NOTE 2 INSTALLATION ANCHOR (TYP.) ANCHOR @ MIDSPAN (TYP.) 6' MAX. (TYP.) 6" MAX. (TYP.) 17" MAX O.C. (TYP) 4" (TYP.) _ 4" (TYP• 2' (TYP.) "WOOD/METAL r' , I O X X 1,O 1 I: I I. 1 a 1 I V' E V' "1 ' ' SIDELITE DOOR DOOR SIDELITE ANCHOR LAYOUT - (FLANGE) " CIRCLED ANCHOR LOCATIONS REQ'D ONLY IN WOOD AND METAL INSTALLATIONS. DO NOT INSTALL THESE ANCHORS INTO MASONRY. SEE NOTE 2 INSTALLATION ANCHOR (TYP.) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQ 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. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 11. 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 11. 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 SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 4" FOR MASONRY, 2-3/16" FOR HINGES (ALL SUBSTRATES), 1" FOR WOOD AND METAL. a t k 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 TABLET, SHEET 11. 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), FMNAAMA 200(FLANGE WINDOWS), FMANVDMA 250(BOX WINDOWS), FMA/AAMANVDMA 300(EXTERIOR DOORS) asagibni rig WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8700/10/50 PVC SWING DOOR IMPACT PROPRIETARY AND CONFIDENTIAL zz 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTIDN: ANCHOR SCHEDULE AND NOTES DRAWN BY: ADE DATE: 09/08/11 DWG#: REV.: CWS-641'� C SCALE: 1:8 SHEET 1021F 12 SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT • • • • • • • • ••• •• •• • C • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • TYPtAC MAI'AI&HtRAGE• • • • CONTINOUS DBL 1/4" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SUBSTRATE BY INSTALLER. PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 •• • • • 1/4" MAX SHIM • •• MIN. EDGE DIST. SEE TABLE 1 EMBEDMENT EE TABLE 1 INTERIOR INSTALLATION ANCHOR SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 INTERIOR CONTINOUS DBL 1/4" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SUBSTRATE BY INSTALLER. TABL • TENERS MIN. EMBEDVERT'IRIf-E9CEJQ. ANCHOR TYPE CONCRETE (2.85 KSI MIN.) 1/4" ELCO ULTRACON 1-3/4' 2-1/2" 119t44I8LORGROUT-FILLED CMU (ASTM C-90) 1/4" ELCO ULTRACON 1-1/4' ...--'2412. 7/8" 2XMIN. SOUTHERN PINE (G U55j 1M £LOO ULTUA99M 1 3/8" 2XMIN. SOUTHERN PINE (G=0.55) #12 WOOD SCREW 1-3/8' 7/8" 16 GAUGE (0.060") MN. STEEL STUD (33 KSI YIELD MN) #12-14 HLTI KWIK-FLEXOR lW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 1/2" 1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MIN.) #12 GRADE 5 SELF -TAPPING / DRLLING SCREW FULL THREAD THRU 0.125" 1/2" HINGE ANCHORS INTO CONCRETE (2.85 KSI MN.) 3/16" ELCO ULTRACON 1-3/4" 2-1/2" HINGE ANCHORS INTO HOLLOW OR GROUT-FLLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2-1/2" HINGE ANCHORS INTO 2XMN. SOUTHERN PINE (G=0.55) ' #10 WOOD SCREW 1-3I8' 7/8" HINGE ANCHORS INTO 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YELD MN) #10-16 HLTI KWIK-FLEXOR RW TEKS SELF-DRLLING SCREW FULL THREAD THRU 0.060" 1/2" HINGE ANCHORS 1/8" ALUM. (6063-T5 MIN.) OR 1/8' STEEL (33 KSI MTN.) #10 GRADE 5 SELF -TAPPING / DRLLING SCREW FULL THREAD THRU 0.125" 1/2" INSTALLATION ANCHOR SEE TABLE 1 HINGE ANCHOR SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 2 13/16" ANCHORS THRU HINGE (TYP.) 21 5/16" MAX. SEE NOTE NOTE: HINGE SPACINGS ARE: 8-1/2" FROM ENDS 21-5/16" MAX O.C. FOR UP TO 81" UNIT HEIGHT. 20" MAX. O.C. FOR OVER 81" UNIT HEIGHT. I F 1/4" MAX. SHIM MIN. EMBEDMENT SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 HINGE MIN. EDGE DIST. SEE TABLE 1 HINGE MIN. EMBEDMENT SEE TABLE 1 8 1/2" (TYP.) HINGE LAYOUT 1:30 WINDOW SYSTEMS • 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8700/10/50 PVC SWING DOOR IMPACT PROPRIETARY AND CONFIDENTIAL L : No 58201 •. -A L e*e +�' STATE OF ;t41' 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION: INSTALLATION DETAILS DOOR DRAWN BY: ADE DATE: 09/08/11 DWG 4: REV.: CWS-6411 C. SCALE: SHEET 1:2, j 110F12 SUBSTRATE BY OTHERS SEE TABLE 1, SHT 11 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT • • • • • • • • •• • • ••• • • • ••• •S. •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• • ••• •• • •• • • •• •• • . • • • • • • • • • • • • • • TYPICAL HEAD ANCHORAGE • • •• • • • •/ • CONTINOUS DBL 1/4" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SUBSTRATE BY INSTALLER. PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1, SHT 11 VERTICAL SECTION TYPICAL SILL ANCHORAGE MIN. EDGE DIST. SEE TABLE 1, SHT 11 MIN. EMBEDMENT SEE TABLE 1, SHT 11 1/4" MAX SHIM INTERIOR INSTALLATION ANCHOR SEE TABLE 1, SHT 11 MIN. EMBEDMENT SEE TABLE 1, SHT 11 MIN. EDGE DIST. SEE TABLE 1, SHT 11 INTERIOR CONTINOUS DBL 1/4" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SUBSTRATE BY INSTALLER. INSTALLATION ANCHOR SEE TABLE 1, SHT 11 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT , SUBSTRATE BY OTHERS SEE TABLE 1, SHT 11 } 1/4" MAX SHIM MIN. EMBEDMENT SEE TABLE 1, SHT 11 MIN. EDGE DIST. SEE TABLE 1, SHT 11 HORIZONTAL SECTION TYPICAL JAMB ANCHORAGE tea WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8700/10/50 PVC SWING DOOR IMPACT PROPRIETARY AND CONFIDENTIAL zz 9/22/2017 LUCAS A. TURNER, P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION: INSTALLATION DETAILS SIDELITE DRAWN BY: ADE DATE: 09/08/11 DWG#: REV. CWS-641 C SCALE: 1:2 SHEET 12F 12 •... . . • .... • . .. . • . • .. .. . . . . . • • . • . . • . .... . . • .. . . . • • ., . . . . . • . ..• . .. . • • . • .• . PRODUCT APPROVAL NUMBER: FL #6890.1 OPENING IDENTIFICATIONS: 11. CM 14. CM 1/4/2018 Florida Building Code Online FLO - IPA. OSPARTmS Busine s Professional Regulation r OFFICE O,THE ig SECRETARY BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications Product Approval USER: Public User FBC Staff I BCIS Site Map I Links I Search I • • • • • • • • • • • • • • • • •• • • • • • product Annroval Meru. > product or Aoolication 5 arctl > Application List > Application Detail • FL # Application Type Code Version Application Status Comments Archived Product Manufacturer FL6890-R6 Revision 2017 Approved 0 Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 245 kpine@cws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative Jay Lathrop Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Arturo Monteyerde 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 221 amonteverde@cws.cc • • • • • • • • • • • • • • • • • • • • • • • •• •• •• • • • • • • • •• • • • • • • • • • • • • • •• • • • •• • • • • • • •• • • Evaluation Report from a Florida Registered Architect or as 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 DO Validation Checklist - Hardcopy Received Certificate of Independence FL6890 R6 COI EvalReport161D.odf Referenced Standard and Year (of Standard) Standard AAMA/WDMA/CSA 101/I.S.2/A440-05 ASTM E1886-05 ASTM E1996-05 PA/TAS 201/202/203 Year 2005 2005 2005 1994 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqu4Bg7NfwG9nY8CIMsOVDVxRttBg2vaMoE%3d 1/2 1/4/2018 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 09/26/2017 09/29/2017 10/08/2017 12/12/2017 • • •• • • • • • • • • • • • • •• • • • • • • • • • • • • • o • • • • • • • • • • • • • • • • • • • • I► FL # Model, Number or Name Description • • • 6890.1 8400 Vinyl Casement • • • 8400 Vinyl Flg/Fin Casement. • • • Limits of Use • • • Installation InstructionE • • • • Approved for use in HVHZ: Yes FL6890 R6 II CWS-161151df • • • • • • • • • Verified By: Lucas A. Turner 58201 • Approved for use outside HVHZ: Yes • • Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +67.5/-67.5 Evaluation Reports Other: 8400 Vinyl Casement, Large Missile, DP = +/- 67.5 FL6890 R6 AE EvalReoort161D.Ddf psf, Max. size 37" x 72". Outer lite in I.G. to be fully tempered Created by Independent Third Party: Yes when used 30 ft. above grade in HVHZ. Glass complies with ASTM E1300-04. Back Next Contact Ua :: 7601 Blair Stone Road. Tallahassee Fl 3239R phone• 850-487-1824 The State of Florida Is an AA/EEO employer. fonvriaht 7M7_7n11 State gilU :: privacy Statement :: Accessibility Statement :: Jtefund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department 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 record. If you do not wish to supply 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 under Chapter 455, F.S., please click Jere . Product Approval Accepts: ached Credit:Card "Safe securitVM► l ItIC'' https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqu4Bg7NfwG9nY8CIMsOVDVxRttBg2veMoE%3d 2/2 TENGINEERING & CONSULTING, INC. URNER 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 161D August 28, 2017 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 q.F,AC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements•of the 6th Edition (2017) Florida Building Code including the High Velocity Hurricane Zone.•'Iproduct testing standards performed are outlined below. • • •• •... • Technical Documentation: 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North.P.drt,FL •.. • ; 2) Approval drawing CWS-161D, signed and sealed by Lucas A. Turner, P.E. • 3) Test Reports NCTL-210-3673-1, -1A, -2, -2A, andNCTL-210-3674-1, -la, -2, -!A, frog •; National Certified Testing Laboratories, Orlando, FL signed and sealed by Veratd J. Fetrara, P.E. a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSATbl/%S.2/A44Q!• •• • 2005, and ASTM E 1886/1996 2002/2005 4) Supplemental Calculations to support CWS-161D, signed and sealed by Lucas A. Turner, P.E. • • • • Installation: Units must be installed according to approval document CWS-161D. Limitations of Use: This product: • May be used in X config. in unit sizes up to 36" x 72" with 1/8" (HS or Temp.) outboard, -air- 1/8HS-090PVB-1/8HS laminated inboard glass, or in unit sizes up to 36" x 63" with 1/8" (Ann. 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 HVHZ above 30 ft of grade • Requires max. -glass daylight sizes as shown in CWS-161D • Achieves design pressures of +/-67.5 psf • Is large missile jmpact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone _ -.. - • Requires Kuraray (Dupont) PVB Interlayer per Miami -Dade N.O.A. #16-1117.021 • Requires Quanex (Milron) white rigid PVC framing per Miami -Dade NOA #17w0206.10t t I have evaluated the materials in these NOAs and find that they comply with the requirements of the 6th Ed. (2017) 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. ow is is on.01 Lucas Turner 2017-08-30 16:01+20:00 FL PE #58201 • . • � • • • • ••• • • • ••• •• •• •• •• • •• •• . •• • • •• •• •• ••• • • •• • • •• •••• •• • •• • • • •• • •• •• • • • ••. • • •• • • • • • CASEMENT - LARGE MISSILE IMPACT 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 • •• • • • •• • X 65 1/2' 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 • •• • •• • •• • • • • • • • • • • • Y ••. • • 641/4' MAX. OVERALL FLANGE HEIGHT • • • 381/4" • =vle,X. DyES4ALL FLANGE WIDTH 37' UNIT WIDTH 35" • • • MAX•SASH WIDTH • • A •• 63" MAX UNIT HEIGHT 61" MAX SASH HEIGHT 56 /2" GLASS DLO A 30 1/2" GLASS DLO RIGHT HINGED - SHOWN LEFT HINGED - OPPOSITE GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E-1996 PER THE FBC. 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS: ALL WINDOWS ARE OPEN TO OUTSIDE LEFT OR RIGHT. 4. DESIGN PRESSURES: -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND • GLASS TABLES ASTM E-1300-04e01/09. -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE: AND GLASS TABLES ASTM E-1300-04e01/09. 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. 7. ALL FRAMES AND VENTS FULLY WELDED. 8. SERIES/MODEL DESIGNATION CA-8400. 9. THE DESIGNATION X STANDS FOR THE FOLLOWING: X = OPERABLE SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. LucasTurne r 2017-09-22 11:51-04:00 LOCATION MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING . _„. LARGE MISSILE'IMPACT 4zsorsis 37 x 63 +/- 67.5 PSF No , - ' " 37" x 72" +/- 65 PSF HVHZ +/- 67.5 PSF WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8400 PVC CASEMENT IMPACT PROPRIETARY AND CONFIDENTIAL zz 9/22/2017 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#: REV.: CWS-161 D SCALE: 1:15 SHEET 1 OF 6 QUANEX DURASEAL IG SPACER • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • • • • •• •••• •• • •• • • •• •• • •• • • • • • • • • • • • • • • • • • • •• • • • • •• •• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • •• • • • • • • • •• • • • • • ••• •• 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 "H" 1/2" GLASS BITE QUANEX DURASEAL IG SPACER 7/8" OVERALL 1/8" HEAT STRENGTHENED or TEMPERED 7/16" AIR SPACE 5/16' LAMINATED GLASS 1/8" ,HEAT STRENGTHENED .090DUPONT PVB INTERLAYER ' 1/8" HEAT STRENGTHENED SIKAFLEX 552 OR PURFECT GLAZEj.H" '• I1�1 "nr_ GLASS TYPE B 1/2" GLASS BITE I SETTING BLOCKS PER FBC 2411.3.3.1I M! _SSE 3 63" +67.5 37" x 72" 1 + 7.5 B agglom WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8400 PVC CASEMENT IMPACT 9/22/2017 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 DWG#: REV.: CWS-161 D SCALE: 1:1 SHEET 20F6 • • ••• • • • ••• •• •• •• •• • •• •• • •• • • • •• • ••• • • • • • •• •••• •• • •• • • • • • •• • • • • • • • • • • • • • • • • • • •• • • • • •• •• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • _ •• • • • •• • • • • • • .• • • •• • • •• • • • ® LI•IIILJ'I. ® I II 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 INTERIOR SECTION VIEW B-B { t ago,/ rat WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8400 PVC CASEMENT IMPACT 9/22/2017 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: ADE DATE: 05/05/07 DWG#: REV.: CWS-161 I D SCALE: 1:2 SHEET 3 OF 6 • • ••• • • • ••• .• •• • • •• • •• •• • • • • • • •• •• •• •• • • • •• • • •• •• • • • • •• PARTS•LIST • • • • • • • • • • • • ITEM 2 3 4 6 7 8 10 11 12 PART # H-6030B H-6030B H-6030B H-6030B H-6030A H-6008 H-6008 H-6008 H-6008 H-1592 H-1593 GLASS DESCRIPTION FR., CASE., MAIN, HEAD FR., CASE., MAIN, SILL • • FR., CASE., MAIN, JB., RIGHT • • • • •• •• • FR., CASE., MAIN, JB., LEFT • • • • • • FR., CASE., W/ FIN SASH, CASE., TOP RAIL SASH, CASE., BOT. RAIL SASH, CASE., SIDE RAIL, HINGE • • • • • • • •.• ••• • SASH, CASE., SIDE RAIL, LOCK • SCREEN RAIL, SIDE/BTM SCREEN RAIL, TOP/SIDE SEE SHEET2 •• • • • • • • VENDOR MIKRON . MIKRON • • MIIQRON •:CAI MIKR N MIKRON MIKRON IuITI&ON KE IARK KEYMARK •-•. _ • 13 14 P-3028 P-3029 SET. BLK., 85 DUR, 1/8" X7/8" X2" LG. SCREEN LIFT -OUT FRANK LOWE SUMMIT 15 16 P-3113 P-3195 SCREW SUPPORT FOR PVC SCREEN SPRING, NO HOLE TENSION TEAM PLASTICS 17 18 1g P-3197 P-3217 P-3228 SCREEN CORNER KEY WSTP., WHITE LEAF SEAL, FRAME SCREEN SPLINE, .155 DIA, BLK M&M AMESBURY DAPA 20 21 22 P-3281 P-3342 P-3429 SPACER, DURASEAL, SEE SHEET 3 SEAM SEALER, SM-5504 1NSTP., .270 X.187 BACK, ULTRA FIN, BLACK, SASH DURASEAL SCHNEE ULTRAFAB 23 PURFECT GLAZE "H" , SIKAFLEX552 HENKEL, SIKA 24 P-3539 #8 X3/4" QUAD PH TEK, ZINC, SCREW 25 P-3581 SCREEN CLOTH, 18 X 16 FIBERGLASS PHIFER 26 27 P-3587 P-3613 #8 X 1" PH FH TEK 2, SS, SCREW CWS LBL. (LOGO) FASTENAL 28 P-3685 CS-8400 GOLD CERT. LABEL, NFRC TAB 29 30 P-3752 P-3881 CAP PLUG, 1/2" HOLE TEMPORARY LBL. (NFRC/DP) M&M 31 32 33 34 35 36 37 38 39 40 41 42 43 44 P-3940 P-4003 P-4004 P-4005 P-4006 P-4007 P.4009 P-4010 P-4012 P-4014 P-4018 P-4020 P-4021 P-4024 SNUBBER, SS, PVC TIE BAR GUIDE, ROTO. HDWE. #8-32 X 1/2" PH PH, MS, SS (ROTO HDWE. LOCK) SUPPORT PLATE, LOCK, SS, ROTO HDWE. (Use w/ P-4006) LOCK, MULTI -POINT, ROTO HDWE, WHITE ROTO. OPERATORS (FOR LEFT/RIGHT OPEN CASEMENT) TRACK & SLIDER ASSM., ROTO OPER, ROTO HDWE., (13") STUD BRKT., ROTO OPER., L.H., ROTO HDWE. SHIM, ROTO OPERATOR, ROTO HDWE. (4.8mm) HANDLE, STD, ROTO OPER, ROTO HDWE. (WHITE) HINGES (LEFT/RIGHT FOR LEFT OR RIGHT OPEN CASEMENT) SUPPORT WASHER, ROTO OPER, ROTO HDWE. (SS) #8-32 x 3/4" Quad FH W/ 1/16" Lead, MS, SS, ROTO OP., ROTC GASKET, ROTO OPER., ROTO HDWE., 1/16" ROTO FASTENAL ROTO ROTO ROTO ROTO ROTO ROTO ROTO ROTO ROTO FASTENAL HOP 45 46 47 48 49 50 51 52 P-4031-P-4040 P-4050 P-4043 P-4146 P-4491 P-4641 S-1505 _ TIE -BARS, ROTO HDWE. 1-5 LOCKPOINTS, SS (BY OA HGT.) REINF. COIL -ALUMINUM, 5052-H32 (.050 X.437), HD STRIKE, MULTIPOINT #8 x 3/4" PH FLAT TEK, SS REINF. COIL -ALUMINUM, 5052-H32 (.062 X.656), HD #8 x 5/8" PH FLAT TEK, #7 HEAD, SS REINF. CASE. SASH S-6064 ]GLZ. BD., 7/8" ROTO PRECISION STEEL M&M FASTENAL PRECISION STEEL FASTENAL KEYMARK MIKRON MATERIAL PVC PVC PVC PVC PVC PVC PVC PVC PVC ALUM ALUM RUBBER RUBBER NYLON RUBBER TRUSEAL SILICONE SS NYLON SS SS SS SS SS SS SS NYLON ZINC SS SS SS SS ALUM NYLON SS ALUM SS ALUM PVC NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 3 21/32" 4 /2" 3 1/8" PVC FLANGE FRAME H-6030B SCREEN RAIL SIDE/BTM H-1592 3 1/8" C2711/16" PVC FIN FRAME H-6030A PVC GLAZING BEAD S-6064 21/32" FRAME AND SASH CORNER CONSTRUCTION CORNER WELD (ALL SIDES) 1:8 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 wwW.CwS.CC 7/16" j 1 1/16" 1/16" COIL; .062 X .656 COIL, .05 X .437 P-4491 P-4050 17/3 f 1/16" t SCREEN RAIL TOP/SIDE H-1593 3/4" 11/16" 51 1 —3/32• 1/2" 7/32.1 T SCREW SUPPORT P-3113 SASH REINF. S-1505 3" 8400 PVC CASEMENT IMPACT PROPRIETARY AND CONFIDENTIAL 9/22/2017 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 BY: ADE DATE: 05/05/07 DWG#: CWS-161 REV.: D SCALE: 1 2:1 SHEET 4 OF 6 T 7 • • • • • • • • • • • •S. •• • • • •• •• • • • • • •• • •• •• • • • •• • • •• •• • • • • • • 12 1/2" MAX O.C. (TYP.) 6" MAX (TYP.) 6' MAX (TYP.)- 10" MAX. O.C. (TYP.) f SEE NOTE 2 I ANCHOR LAYOUT - (FLANGE) FOR UNITS UP TO 37" x 72" • • • • • • • • • • • • • 12 1/2' Wei(. OC. (fYP.) 6' MAX ((YP.i 6" MAX.(TYo.)—• • • • s• 14 3/4" MAX O.C. (TYP.) INSTALLATION ANCHOR (TYP.) • • s •• •• • 8' MAX O.C. (TYP.) 4" MAX (TYP.) • •4" MAX (TYP.)— •• • • • • • • • • rSEE NOTE 2• ••• • •I• I • • • • ••• /—' I • • • • ' • • • • • • • • • • • • • • • I ••0 / / X \ ` \ • \ )1.. •• •• • • 8" — MAX O.C. (TYP.) INSTALLATION ANCHOR (TYP.) r i SEE NOTE 2 :/:/ • M • \ X \ ` I • : • \\ 6 THRU FRAME ANCHOR HINGE SIDE JAMB (TYP.) ANCHOR LAYOUT - (FIN)' FOR UNITS UP TO 37'x 72' I 8' MAX O.C. (TYP.) .. 4' MAX (TYP.) 4' MAX (TYP.)- } 8" MAX O.C. (TYP.) SEE NOTE 2 • i / • • / • :<:X • • \ • • • INSTALLATION -- ANCHOR (TYP.) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 1 I 2. SHIM AS REQ 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. 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 MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 6. 6" THRU FRAME ANCHOR HINGE SIDE JAMB (TYP.) ANCHOR LAYOUT - (FIN) FOR UNITS UP TO 37" x 63' 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 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 TABLET, 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 IiVINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMAANDMA 300(EXTERIOR DOORS) WINDOW SYSTEMS [ 11 A 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8400 PVC CASEMENT IMPACT PROPRIETARY AND CONFIDENTIAL ....PNOIiii REW MTh/ . •J ' No 58201 :fi-A' *C * Vo cc i y Q� STATE. OF :I` i i�',,t(s %4. Ft 0✓'G\$:. I �......O/;jA' ENp.' 9/22/2017 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#: REV.: CWS-161 D SCALE: 1:20 SHEET 50F6 • • SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER INSTALLATION ANCHOR SEE TABLE 1 SFAI ANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER INSDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 SEALANT UNDER SCREW HEAD BY INSTALLER TYPICAL HEAD ANCHORAGE L- • • • •• • • .• • • • • • • • • • • • • • • •• •• • • ••• • •• • • • • • • •• •• • •. • • • • •• • • • • • • • • • • • • • • • • • • 611N•EDGPDIST• SEB TABLE 1 • • • • • • • • •• • • • • • • IN{JEI!IOR MIN. EMBEDMENT SEE TABLE 1 •o•1• • • • • •• • • • • • • MIN. EMBEDMENT SEE TABLE 1 • 1/4" HOAX SHIM •• • • • • • • • • • • •• INSTALLATION ANCHOR •SEET 4441 •• 1/401W5C 5=IIM: INTERIOR -1/4" MAX SHIM MIN. EMBEDMENT SEE TABLE 1 -1 MIN. EDGE DIST. CoVERTICAL SECTION TYPICAL SILL ANCHORAGESEE TABLE 1 • • • • • • • • • • • • •• TABLE 1: APPROVED INSTALLATION FASTENERS F AN 1-1/2" T. 1-1/8" FLANGE CONCRETE (2.0 KSI MIN.) 3/16" ffW TAPCON FLAN FLANGE CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON 1" 1" FLANGE GROUT-FLLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4' 2-1/2' FLANGE 2X MIN. SOUTHERN PINE (G=0.55) 3/16" ffW TAPCON OR ELCO ULTRACON 1-3/8" 7/8" FLANGE 2XMIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE 16 GAUaE (0.060") MIN. STEEL STUD (33 KSI YIELD MIN) #10-16 HILT! KW IK-FLEXOR fTW 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 2XMIN. SPRUCE -PINE -FIR (G=0.42) #8 WOOD SCREW 1-1/2" 7/16' SUBSTRATE BY OTHERS SEE TABLE 1 t MIN. EDGE DIST. SEE TABLE 1 PERIMETER SFAI ANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SFAI ANT BY INSTALLER INSIDE AND OUT MIN. EDGE DIST. SEE TABLE 1 1/4' MAX SHIM t SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FIN BY INSTALLER 06C 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. O6 p 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. Cogan! rto WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8400 PVC CASEMENT IMPACT PROPRIETARY AND CONFIDENTIAL 9/22/2017 I 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.: D SCALE 1:2 SHEET 6 OF 6