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WS-18-1960Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-311227 Scheduled inspection Date: September 14, 2018 Inspector: Naranjo, Ismael Owner: BLANCHE, KEITH Job Address: 10605 NE 2 Avenue Miami Shores, FL Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Permit Number: WS-7-18-1960 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window/Door Replacement Phone Number Parcel Number 1122310130690 Phone: {954)792-4415 Building Department Comments REPLACE 11 WINDOWS SIZE FOR SIZE Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re -Inspection Fee No Additional inspections can be scheduled until re -inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP-308872. MANY SCREWS MISSING. AT FINAL PLEASE CHECK EVERY WINDOW THROUGHLY September 13, 2018 For Inspections please call: (305)762-4949 Page 12 of 26 Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address 10605-NE 2 Avenue Miami Shores, FL Owner Information Address Permit NO. WS-7-18-1960 Permit Type: Windows/Shutters Per fll orkClass cation: Window/Door Replacem it Permit Status: APPROVED Issue Date: 8/3/2018 Expiration: 01/30/2019 Parcel Number Phone Applicant Cell KEITH BLANCHE 10605 NE 2 AVE MIAMI SHORES FL 33138-2060 Contractor(s) Phone FLORIDA HOME IMPROVEMENT (954)792-4415 Cell Phone Valuation: Total Sq Feet: $ 17,432.00 0 Type of Work: REPLACE 11 WINDOWS SIZE FOR SIZE No of Openings: 11 Additional Info: Classification: Residential Scanning: 4 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $10.80 $3.15 $2.10 $3.60 $210.00 $12.00 $14.40 $256.05 Pay Date Pay Type Invoice # WS-7-18-68297 08/03/2018 Credit Card 07/20/2018 Credit Card Amt Paid Amt Due $ 206.05 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in :trt conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I . ime responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECT - PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS A4111:11 constructiol..re - at all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating e-the abo a -named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent August 03, 2018 Date Building Department Copy August 03, 2018 1 \a/0' Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION ❑j BUILDING ❑ ELECTRIC ❑ ROOFING E] PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS JOB ADDRESS: f C) to c-)S N) E > P . BY• RECEIVED J 20 2CG8 A nd,A 'FBC v 20 Master Permit No. Y S ( - Sub Permit No. ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS City: Miami Shores County: Miami Dade Zip: 2.) ) Folio/Parcel#: I 1 - 02.E � 1 - CD i 3 - (j h 9 C) Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): )L- e i a.� p_-, j a yn c In P_ Phone#: --)5s. L., - -? 1 S. - S�SA„'� Address: t p to h S- N E A ic4-,i P City: / ---1 i a m 4-,Y, n +rP State: Tenant/Lessee Name: N/A Email: N/A Phone#: N/A v- [ . Zip: 3`1-• )'?,X CONTRACTOR: Company Name: FLORIDA HOME IMPROVEMENT Address: 4070 SW 30 AVE City: HOLLYWOOD Qualifier Name: WAYNE T. BURNETT State Certification or Registration #: CGC061890 State: FL DESIGNER: Architect/Engineer: N/A Address: NIA Value of Work for this Permit: $ '� 1/4432 • Cp Type of Work: ❑ Addition ❑ Alteration Description of Work: REPLACE I I Phone#: 954-7924415 Zip: 33312 Phone#: Certificate of Competency #: Phone#: N/A City: N/A Square/Linear Footage of Work: ❑ New 7inr�L�t,JS State: N/A zip: N/A Repair/Replace ❑ Demolition Si �P Specify color of color thru tile: Submittal Fee $ V() . C. Permit Fee $ ( I • Q CCF $ CO/CC $ Scanning Fee $ Radon Fee $ oZ • (6 DBPR $ -3 • i Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE$ a06• OS (Revised02/24/2014) Bonding Company's Name (if applicable) NIA Bonding Company's Address N/A City N/A State N/A Mortgage Lender's Name (if applicable) N/A Mortgage Lender's Address N/A Zip 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 low brochure will be delivered to the person whose property is subject to atto` ment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection 1c . curs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be pr• .. nd o reinspection fee will be charged. Signatur NER or AGENT The f• regoing instrument was acknowledged before me this identification and who did take an oath. NOTARY PUBLIC: Signature Poi CONTRACTOR The foregoing instrument was acknowledged before me this /� day of� li 2U j.� . by 11 day of j�) , 20 17- , by +�•� , wh ir-personally_known to�� l'�-5G � , �j0n.,/c,1 \ ,.who is -personally k on is -personally to me or who has produced me or who has produced Sign: Print: Seal: o,`. °; ABDIEL R. CASTILLO MY COMMISSION # GG 079600 EXPIRES: March 6 2021 F , o,, sanded Thru N.. Public unden*fters ***********ss*******s*****s* ***% s*s s s*s*****s*s**ssssss**sss*s* as as identification and who did take an oath. NOTARY PUBLIC: Sign: APPROVED BY (Revised02/24/2014) Print WAIrAfffiri S Plans Examiner Structural Review MIGUEL A MERCADO :`c MY COMMISSION ft GG095745 Zoning Clerk Prope,.. rty Search Application - Miami -Dade County ., ;:,i. OFFICEAPPRAISER OFTHE PH PERTY Summary Report Property Information Folio: 11-2231-013-0690 Property Address: 10605 NE 2 AVE Miami Shores, FL 33138-2060 Owner KEITH P BLANCHE &W MAUREEN Mailing Address 10605 NE 2 AVE MIAMI SHORES, FL 33138-2060 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 2,557 Sq.Ft Living Area 1,681 Sq.Ft Adjusted Area 2,037 Sq.Ft Lot Size 14,375 Sq.Ft Year Built 1948 Assessment Information Year 2018 2017 2016 Land Value $322,978 $359,519 $300,581 Building Value $141,775 $141,775 $141,775 XF Value $23,394 $23,403 $23,413 Market Value $488,147 $524,697 $465,769 Assessed Value $167,927 $164,474 $161,092 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $320,220 $360,223 $304,677 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 31 52 42 1ST ADD TO PASADENA PK PB 6-82 S25FT OF LOTS 10 & 11 & ALL LOTS 12 & 13 BLK 15 LOT SIZE 125.000 X 115 Page 1 of 1 Generated On : 7/10/2018 Taxable Value Information 2018 2017 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $117,927 $114,474 $111,092 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $142,927 $139,474 $136,092 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $117,927 $114,474 $111,092 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $117,927 $114,474 $111,092 Sales Information Previous Sale Price OR Book -Page Qualification Description 11/01/1987 $110,000 13488-2339 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 https://www.miamidade.gov/propertysearch/ 7/10/2018 RrjrIds Horns improvement Aseeditss Usimee No. COC 051100 I iis44 1U • 3044 S Nand IL, FL Lauderdale. FL 33312 (o 0 ' Jobs# Name: Re placement Window Contract Home Phone: 7IJ a t')-Bus. Phone: itZ- ?VIA er orrard Tel: 954-ra-4415 Nan Dade 1>ek 3054545.4459 Fare 954-792-2170 Web: FHHAPRODIICTS.COM Ema&: NIFOOFHAPRODUCfS.COM 1Ithkr dot Address City State This contract is made and entered into this day , 2(lirbby and between Florida Assodates Inc, a Florida corporation ("Contractor' or'FHA% and owners) named above of the residence located at the address listed above ("Owner"). malt& Contractor agrees to perform the work described below: 1) Remove exlsting wilts to be replaced. (NOTE: Removed items are likely to be damaged.) 2) Prepare openrnp , Far receive replacement units 3) MidIDOWIl / Storm Serer Simonton Vinyl Insulated Indtalt Alumina' In elated. Aluminum Nondneulated 4) Doo,. FHA Energy Scam Saver Aluminum insulated, Aluminum Non insul eed Impact (.f) mod: ( ) Cobr:.lMlloe:_ Tact Bronze: !ice Test) Nil ) Stenderd Q4 ACME ACME cat,s MOM ACME M AF FA FAAF AAF FM QtY Qom..,. Clay Qty Qtr QtY Zip Directions we cloned from the bnlde. On slang glass doors Acave and Fixed Fends are Idendled. On Que nenb and shale Wendt doors the lamp is Identified Calve HM s end left lame.. On Double -hands Doers dm mare aslre door is identified • Qh LH 9 MaNkftlishaffe RH( ) LH( ) Grey: DARI FInislc RN ) W ) Q4 fismaddc false Qty Glee= �el ..!*/ r "' 4 I .ILK f ("4 `''/W INmALHERE -) Wkerafity: • Manilta>:t ret's Warranty sent u m (�,. 5) WOrkeerto�be replaced 2 a7 4r" c•C Lad cl INf13AL HERE 6) If applicable. nemovir 7) f Spec'jai Irti uctlons; /5/1// 4/19I NIT 1-2•0 - few job.**1dProvldiltapsaiy.oexipi: aiiditl}lrra OL: :• 9) lfapplcable, b Ihe,ettrent that Contiaator* unabtefor.• t iieso{( to obtak►Propeir pens pdprtaoormaencgment of any work -Catrtragtor shall' fund anypridoue pimtine»t and t DIU11901on sl1alll be autornatkd►yc icelled. • (NG ork her the nnal taliatlon is t e done un ass noted tlpkrw.) Additional wprk: FiJy7 � L� t-�r, j{�; L' ,r K CA. f('T,' W r ow:— /1 Contractor shall comma a work wlthl days after exeaWon of the Contract (the 'Commencement Date" andahan endeavor to complete ail Work hereunder within days after the Commencement Date. • The TOTAL PRICE for all tabor and Materials (including any applicable discount) is Down Payment Balance Payable $ Contractor will provide to Owner a Final Waiver and Release of Lien and Contractor's Final included In chanter Statues 120051. &de one NOJ Owner elects to apply for jtnandng of the lump stun mount. ryes h dried, see Jinandng agreement and Noriatis• tleamm , U'Irmirdea is b iing abtai sd by Owmsr: s�ptbbteblr .QrrdssOrrgirmndrgdoa eats) to Mlasb. b). You are entitled to a mDy oldie centred at the Cite you slim limp It to protect your bpi ryhb. c). Tin erenJN documents -traded to 'Whom lmpreemsantmstract nay contain a mortgage or otherwise create a lee on your property tint could be foreclosed enWyse do not ws. atom you mamma e•.rosWats oldie comma end Reseda doanodes beam y-u sees. 7ficurbrict corrtaire the enure contract of'the pairtles. It May not be denied orally but only by a signed dump order or other written amendment. The waiver by any party of a bread) 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 Patties hereto have executed this cgntract, under seal, as of the day and yepr 11/.4. bpve written.. Contract $ ski SalmTax %) $ It*.. applicable)of Total Contract Price $ to Owner, substantially similar to the forms i Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: Qualifi r Signature Date Print Name Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305)756.8972 REPLACEMENT OF WINDOWS, DOORS AND SHUTTERS. Permit application must be accompanied by: ❑ Two (2) copies of drawing of the building, showing location of the windows, doors and shutters to be replaces. Two (2) copies of the Comparison Chart, with all the required information. (NOA approval number, size of each opening, (width and height), opening design pressures, and design pressures for each component taken from the individual NOA, "Notice of Acceptance") D Two (2) copies of State of Florida or Miami Dade County approved NOA,for each different components being installed. (Windows, Doors, Mullions, Fixed Glass, shutter) ❑ Florida Building Code -Existing Building, section 706.4 Replacement of windows and doors. The replacement of garage doors, exterior doors, skylight, operative and inoperative windows shall be designed and constructed to comply with Chapter 16 of the Florida Building Code, Building. Exceptions: 2. Opening protection exception for High -Velocity Hurricane Zones. For one -and two-family dwellings constructed under codes prior to September 1, 1994, the replacement of exterior doors with glazing, sliding glass doors, glass patio doors, skylights, and operable and inoperable windows within any 12- month period shall not be required to have opening protection provided the aggregate area of the glazing in the replaced components does not exceed 25 percent of the aggregate area of the glazed openings in the dwelling or dwelling unit. ❑• Every bedroom shall have at least 1 egress opening. The minimum opening size: (20" wide x 24" high) ❑ If Owner is doing the work, include the Owner Builder} Disclosure. ❑ 'Require inspections: Buck (if greater than 1 x), Framing and Final. THE ABOVE REQUIREMENTS ARE FOR EXACT RETRO-FIT ONLY. WINDOWS, DOORS AND SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL. GROUT OR HYDRAULIC CEMENT ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THEWINDOWS OR DOORS UNLESS SPECIFIED ON THE PRODUCT APPROVAL. Revised on 7/22/2009;1 1 /17/2014 P;=gh•(GCp-GCpi) V (mph) 175 1620 FBC for HVHZ, or Fig. 26.5-1a Risk Category 11 Table 1.5-1, page 2 Exposure C Salion 26.7 Kd 0.85 Table 26.6-1, page 250 Kit 1 Figure 26.8-1, page 252 GCpi 0.18 -0.18 0.55 pitch of roof 3/12 14.0 degas theta 14.0 degrees • • •.• • • • • •• •• . •• • .• •. • • • • . . • • • • • • . • ••. ••• • • • •• • • • • • •.• • •. • • • • Specialty Engineering Consultants, Inc. 1599 SW 30 Avenue, Suite #20 Boynton Beach, FL 334328 FL. CA # 009217 • • Intstuctions and limitations of Use • • Wind Velociles in South Florda • • • Dads. Broward Palm Beach Riry Cay1 • •• • 1g • 156 156 Lew risk to humans (farms, sheds) _ Sisk Cat•2 • 1j5� • 170 170 Single Family Residatccs Risk Carl&J 111 • 180 180 Essential 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 rib}heigiL ( lave height + WI( Pea142• 4 End zone distance is the lesso♦of 10% &len , f%6 width, o•105 o8 the maim roof height and not less than 3'-0" 5 8 50% of a component is in a par!cular RA en •rat atimp•ner.is cOnsidered tosbe in zone with the majority of the area. If questionable then place in Zone 5 8 Each component, window, door, m:lion=aas$ tribgtary reaifl•t is erA to be used. •rea of components to rounded down but shall not be less than 10 sf. 7 For NOA's that require a Kd=1d1 jjten mlltipl�the value listed Mein Ey 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 #58214 or Mark LeBlanc, PE #35883 or Adam D. LeBlanc, PE#77012 11 Wind design pressures are calculated in accordance with ASCE 7-10, Method 2. This calculation is valid for FBC 2014 (5th edition) and 2017 (8th edition) 12 No reduction is taken for slopes less than 10 degrees. Mean Roof Height Area ofcompat Arca of component Arca of component Area of component Area of component Arca of component Arca of component Arca ofcomponent Arca ofwmponcnt Arca of component Ana ofcomponent 10.0sf 15.0sf 20.0sf 25.0sf 30.0 sf 35.0 sf 4O0 sf 45.0 sf 50.0 sf 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 4,.....1,5 40.1 -43.4 40.1 -53.6 38.8 -42.2 38.8 -51.3 38.4 -41.8 38.4 -50.6 37.9 -41.4 37.9 -49.8 37.5 -41.0 37.5 -49.0 37.1 -40.6 37.1 -48.3 36.7 -40.2 36.7 -47.5 36.2 -39.8 36.2 -46.8 35.8 -39.4 35.8 -46.0 35.4 -39.0 35.4 -45.2 35.0 -38.6 35.0 -44.5 16 '505 -44.0 45.5 -54.4 39.3 -42.8 39.3 -52.0 38.9 -42.4 38.9 -51.3 38.4 -42.0 38.4 -50.5 38.0 -41.6 38.0 -49.7 37.6 -41.1 37.6 -48.9 37.2 -40.7 37.2 -48.2 36.7 -40.3 36.7 -47.4 36.3 -39.9 36.3 -46.6 35.9 -39.5 35.9 -45.8 35.4 -39.1 35.4 -45.1 17 41.1 -44.6 41.1 -55.1 39.8 -43.4 39.8 -52.7 39.4 -42.9 39.4 -51.9 38.9 -42.5 38.9 -51.1 38.5 -42.1 38.5 -50.4 38.1 -41.7 38.1 -49.6 37.6 -41.3 37.6 -48.8 37.2 -40.8 37.2 -48.0 36.8 -40.4 36.8 -47.2 36.3 -40.0_ 36.3 -46.4 35.9 -39.6 35.9 -45.7 18 41.6 -45.1 41.6 -55.7 40.3 -43.9 40.3 -53.3 39.9 -43.5 39.9 -52.6 39.4 -43.0 39.4 -51.8 39.0 -42.6 39.0 -51.0 38.5 -42.2 38.5 -50.2 38.1 -41.8 38.1 -49.4 37.7 -41.3 37.7 -48.6 37.2 -40.9 37.2 -47.8 36.8 -40.5 36.8 -47.0 36.3 -40.1 36.3 -46.2 19 42.1 -45.7 42.1 -56.4 40.8 -44.4 40.8 -54.0 40.3 -43.9 40.3 -53.2 39.9 -43.5 39.9 -52.4 39.4 -43.1 39.4 -51.5 39.0 -42.7 39.0 -50.7 38.5 -42.2 38.5 -49.9 38.1 -41.8 38.1 -49.1 37.6 -41.4 37.6 -48.3 37.2 -41.0 37.2 -47.5 36.7 -40.5 36.7 -46.7 20 42.6 -46.2 42.6 -57.0 41.2 -44.9 41.2 -54.5 40.7 -44.4 40.7 -53.7 40.3 -44.0 40.3 -52.9 39.8 -43.6 39.8 -52.1 39.4 -43.1 39.4 -51.3 38.9 -42.7 38.9 -50.5 38.5 -42.3 38.5 -49.7 38.0 -41.8 38.0 -48.9 37.6 -41.4 37.6 -48.1 37.1 -41.0 37.1 -47.2 21 43.0 -46.6 43.0 -57.6 41.6 -45.3 41.6 -55.1 41.2 -44.9 41.2 -54.3 40.7 -44.4 40.7 -53.5 40.3 -44.0 40.3 -52.6 39.8 -43.6 39.8 -51.8 39.3 -43.1 39.3 -51.0 38.9 -42.7 38.9 -50.2 38.4 -42.3 38.4 -49.4 38.0 -41.8 38.0 -48.5 37.5 -41.4 37.5 -47.7 22 43.4 -47.1 43.4 -58.1 42.0 -45.8 42.0 -55.6 41.6 -45.3 41.6 -54.8 41.1 -44.9 41.1 -54.0 40.7 -44.4 40.7 -53.2 40.2 -44.0 40.2 -52.3 39.7 -43.6 39.7 -51.5 39.3 -43.1 39.3 -50.7 38.8 -42.7 38.8 -49.9 38.4 -42.2 38.4 -49.0 37.9 _ -41.8 37.9 -48.2 23 43.8 -47.5 43.8 -58.7 42.4 -46.2 42.4 -56.2 42.0 -45.8 42.0 -55.3 41.5 -45.3 41.5 -54.5 41.0 -44.9 41.0 -53.7 40.6 -44.4 40.6 -52.8 40.1 -44.0 40.1 -52.0 39.6 -43.5 39.6 -51.2 39.2 -43.1 39.2 -50.3 38.7 -42.6 38.7 -49.5 38.3 -42.2 38.3 -48.7 24 44.2 -48.0 44.2 -59.2 42.8 -46.6 42.8 -56.7 42.3 -462 42.3 -55.8 41.9 -45.7 41.9 -55.0 41.4 -45.3 41.4 -54.1 40.9 -44.8 40.9 -53.3 40.5 -44.4 40.5 -52.5 40.0 -43.9 40.0 -51.6 39.5 -43.5 39.5 -50.8 39.1 -43.0 39.1 -49.9 38.6 -42.6 38.6 -49.1 25 44.6 -48.4 44.6 -59.7 43.2 -47.0 43.2 -57.2 42.7 -46.6 42.7 -56.3 42.2 -46.1 42.2 -55.5 41.8 -45.7 41.8 -54.6 41.3 -45.2 41.3 -53.8 40.8 -44.7 40.8 -52.9 40.3 -44.3 40.3 -52.1 39.9 -43.8 39.9 -51.2 39.4 -43.4 39.4 -50.4 38.9 -42.9 38.9 -49.5 26 45.0 -48.8 45.0 -60.2 43.5 -47.4 43.5 -57.6 43.1 -47.0 43.1 -56.8 42.6 -46.5 42.6 -55.9 42.1 -46.0 42.1 -55.1 41.6 -45.6 41.6 -54.2 41.2 -45.1 41.2 -53.4 40.7 -44.7 40.7 -52.5 40.2 -44.2 40.2 -51.6 39.7 -43.7 39.7 -50.8 39.3 -43.3 39.3 -49.9 27 45.3 -49.2 45.3 -60.7 43.9 -47.8 43.9 -58.1 43.4 -47.3 43.4 -57.2 42.9 -46.9 42.9 -56.4 42.4 -46.4 42.4 -55.5 42.0 -45.9 42.0 -54.6 41.5 -45.5 415 -53.8 41.0 -45.0 41.0 -52.9 40.5 -44.6 40.5 -52.0 40.0 -44.1 40.0 -51.2 39.6 -43.6 39.6 -50.3 28 45.7 -49.5 45.7 -61.2 44.2 -48.2 44.2 -58.5 43.7 -47.7 43.7 -57.7 43.3 -47.2 43.3 -56.8 42.8 -46.8 42.8 -55.9 42.3 -46.3 42.3 -55.1 41.8 -45.8 41.8 -54.2 41.3 -45.4 41.3 -53.3 40.8 -44.9 40.8 -52.4 40.4 -44.4 40.4 -51.6 39.9 -44.0 39.9 -50.7 29 46.0 -49.9 46.0 -61.6 44.6 -48.5 44.6 -59.0 44.1 -48.0 44.1 -58.1 43.6 -47.6 43.6 i -57.2 43.1 -47.1 43.1 -56.3 42.6 -46.6 42.6 -55.5 42.1 -46.2 ' 42.1 -54.6 41.6 -45.7 41.6 -53.7 41.1 -45.2 41.1 -52.8 40.7 -44.8 40.7 402 -t52,0111111144.fyf7 40.2 ,i 51.1 30 46.3 -50.3 46.3 -62.1 44.9 -48.9 44.9 -59.4 44.4 -48.4 44.4 -58.5 43.9 -47.9 43.9 -57.6 43.4 -47.4 43.4 -56.8 42.9 -47.0 42.9 -55.9 42.4 -46.5 42.4 -55.0 41.9 -46.0 41.9 -54.1 41.4 -45.6 41.4 -53.2 40.9 ` -45 4%% 0°4C00,`9 C Aib451 gO,. , ._ 1 -52N -44.6 4 45 Let J. ✓ No. 770'12 0 1 w 0 z W u 5 co y.o 't= 54 X 38 (+/-60) FL 16736.1 b KIT Sµ SEl BATH 17 3/4 X 37 3/4 (+/-70) FL 16177.1 BED k 36 X 50 1/4 (+/-70) FL 16177.1 • • .•. . • . •.• .. .. . • . . .. .. . • • • . • _ •. ••. • . . • . . • ▪ . .•. • • • • •.• • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •, _D • •• •• • • • Co* • • • ••• • • • • • • • • sv .. . . • • • • • • • • . . • . . .• . • • • • • • • •• FLORIDA. s- . 36 X 50 1/4 (+/-70) FL 16177.1 k..2 ENTRY X SH r D Erpvt4coo — 9 73 1/8 X 50 1/4 (+/-60) FL 16736.1 DINING LIVING 36 X 50 1/4 (+/-70) FL 16177.1 J Z W r o� < w - Li- Q r`- ~ < ILJ c� z H 72 3/4 X 49 3/8 (+/-60) FL 16736.1 NS BEC2 36 X 50 1/4 (+/-70) FL 16177.1 54 7/8 X 38 1/2 (+/-60) FL 16736.1 BATH L 36 X 50 1/4 (+/-70) FL 16177.1 54 3/4 X 50 1/4 (+/-60) FL 16736.1 BED 3 1/4/2018 Florida Building Code Online F •^ OA OBPARTMGNT OF Business Professional Regulation Florida =y{ ►►OFFICE E YSECRETARY BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications' I FBC Staff I BCIS Site Map I Links Search Product Approval USER: Public User product Aonmval Menu > product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer FL16177-R2 Revision 2017 Approved 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 •••• • • • • •••• • • • • •• • ••• • • • • • • •• 2 • • •••• •• • • • jlathrop@cws.cc • • • • • •••• • •• Arturo Monteverde 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 221 amonteverde@cws.cc •••• • • • • •• •• •••• • • • • • • • • • • • • • • • • • • • • •• • •• • • • • • • •• • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer C : 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 {1 Validation Checklist - Hardcopy Received Certificate of Independence FL16177 R2 COI EvalReoort812C.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=wGEVXQwtDgvyf4ngAXh10y8QtjDbmBlPrafAGHlxlsgtjUObEAbzoQ%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 16177.1 SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70/-70 Other: SH-8100 PVC Impact, no sill anchors required. Safety glazing required on outer lite above 30 ft. in HVHZ. Glass complies to ASTM E1300-04. Installation Instructions FL16177 R2 II CWS-812C.Ddf 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 Ua :: 2601 Blair Stone Road, Tallahassee FL 32399 phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida :: privacy Statement :: Accessibility Statement :: JZefund 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 araefisipaddress If they have one. The emaiis provided may be used for official communication with the licensee. However email addresses are pubic record. If you derwitAl to supply pf al address, please provide the Department with an email address which can be made available to the public. To deternyne if you&re a licensee under Chapter 455, r. , please click here . • • • • • • • Product Approval Accepts: • • • • • HEI giS it hick Credit Card Safe securitymE1RlC5' • • • • • • • • •• • • • • • • • • • • • • • • •• • •••• • • ••• •• .••• • • • • • • • • • • • • •• • •• • • • https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh10y8QtjDbmBlPrafAGHlxlsgtjl:JObEAbzoQ%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 812C August 29, 2017 Product Description: Series 8100 PVC Single Hung, Large Missile Impact, 51 7/8" x 61 3/4" unit size, +/-70 PSF, no anchors in sill Manufacturer: Custom Window Systems, Inc. 1900 SW 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 product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL 2) Approval drawing CWS-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 t$ CV15- 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 out1Mtfttlite (TOdhed required above 30 ft in HVHZ) — Air — 5/16 Laminated (1/8Ann-.090PVBe-1/$Ann) inbo•ardlite • Requires Kuraray (Dupont) PVB Interlayer per Miami -Dade N.O.A. 16-11V 7.02i • • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 1 g-0206:11h• • t I have evaluated the materials in these NOAs and find that they comply with t%rirequirempit . 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 No 58201 .:%; . *: : G 13. STATE OF toiu %ems . R PC, $mow Lucas A. Turner, P.E. #A1-�:►''�FL PE #58201 �Nirrnr�N� 8/29/2017 SINGLE HUNG - LARGE MISSILE IMPACT 53 1/8" MAX. OVERALL FLANGE WIDTH 51 7/8' MAX. UNIT WIDTH 47 11/16" GLASS DLO A 63" MAX. OVERALL FLANGE HEIGHT 61 3/4" MAX. UNIT HEIGHT B 2613/16" GLASS DLO 30 3/16" MAX. SASH HEIGHT X 26 7/8" GLASS DLO TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1 GLAZING DETAIL 2 SECTION VIEWS 3 EXTRUSIONS & B.O.M 4 ANCHOR SCHEDULE & NOTES 5 INSTALLATION DETAILS 6 45 1/16" GLASS DLO A 48 3/8" MAX. SASH WIDTH • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • •• • •• •• • • •• •• •• • • • •• • •••• •• • •• • •• • •• •• • • • • • •GET4ERAL NOTES' • • 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED • T COMPLYWITH TUE FLORIDA BUILDING CODE (FBC), CURRENT • • ‘10.1VON INcg.IDINOVE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND • • IS Ri TBD FOR W INLIZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED • • IN MTM E 1966 PER TINE FBC. • • • • • • • •2. GL•AZING O1511I8NS: NEE SHEET 2) 3. CONFIGURATIONS: "O/X". • • • •• • • • •4. 1:I'SiGN:P•RtSSAg RATING: • • • • • • •NE€AW IE DESIGN LOADS BASED ON, TESTED PRESSURE AND • LASITABLES ATM E-1300-04e01/09. • • • • • 6P0$ITII/gpESIG 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 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 11. EXTERNAL WEEP SLOT = 1/4" x 1-1/4" LOCATED 4" FROM BOTH ENDS. ." MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING 51-7/8" x 61-3/4" +/- 70 PSF LARGE MISSILE IMPACT LucasTurne r 2017-09-22 13:36-04:00 ag(I"L{!/ 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 DESCRPTION: GENERAL NOTES AND ELEVATIONS DRAWN BY: BAT DATE: 06/18/12 DWG CWS-812 SCALE: 1:15 REV. C SHEET 1 OF 6 7/8" OVERALL INSULATED GLASS 1/8' ANNEALED OR TEMPERED 7/16" AIRSPACE 5/16" LAMINATED GLASS 1/8" ANNEALED .090" PVB INTERLAYER BY DUPONT 1/8" ANNEALED QUANEX DURASEAL IG SPACER PURFECT GLAZE "H" OR SIKAFLEX 552 1/2" GLASS BITE • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •••• •• • •• • •• •• • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • •• • • • • • • •• • • • • • •.• •• 7/8" OVERALL INSULATED GLASS 1/8" ANNEALED OR TEMPERED 7/16" AIRSPACE 5/16" LAMINATED GLASS 1/8" ANNEALED .090" PVB INTERLAYER BY DUPONT ---1/8" ANNEALED QUANEX DURASEAL IG SPACER PURFECT GLAZE "H" OR SIKAFLEX 552 1/2" GLASS BITE r SETTING BLOCKS PER FBC 2411.3.3.11 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 8: REV.: CWS-812 C SCALE 1:1 SHEET 2 OF 6 INTERIOR SECTION A -A NOTE: ITEMS NOT SHOWN FOR CLARITY: 20, 25-26, 36-37, 44, 51-52, 55-56, 64, 67-68 • • ••• •• •• • • • • • • • • • • • • • ••• • • • ••• • • • • • • • • ••• • • • • • • • • • • • • ••• • • • • IN=ERIOFi • • • • • • • • •• • • • • • • • • • • • • • • • • • • • ( • • • • ••• • • • • • eciree „„T."sll u1 • ••• �.�_ • • • � I�I SECTION B-B NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW, RIGHT SIDE SHOWS SASH SECTION VIEW. \lW0.YU•Vf 1pg WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT ND CONFIDENTIAL >- _W a_ re a „O‘P'1)j9RE W,T'1ii p5.•`CENg GQy No 58201 •9 -* * s*•: s 9 STATE OF e i <<".•P( 0 R, z�- 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 DRAWN BY: BAT DATE: 06/18/12 DWG n: REV.: CWS-812 C SCALE: 1:2 SHEET 3 OF 6 PARTS LIST REM PART # DESCRIPTION VENDOR MATERIAL H-6031 Main Fr., SH, w/Flg., PVC, Head Mikron Vinyl 2 H-6031 Main Fr., SH, w/Flg., PVC, Sill Mikron Vinyl 3 H-6031 Main Fr., SH, w/Flg., PVC, L. Jb. Mikron Vinyl 4 H-6031 Main Fr., SH, w/Flg., PVC, R Jb. Mikron Vinyl 6 S-1577 Impact Hook Keymark Alum 8 H-6027 Sash Meet. Rail, PVC Mikron Vinyl 9 H-1497 Reinf. Sash Meet. Rail Keymark Alum 10 H-6028 Sash Bottom Rail, PVC Mikron Vinyl 12 H-6004 Sash Side/Top/Bot. Rail Mikron Vinyl 13 S-1498 Reinf. S.B.R./S.S.R 14 S-6064 Glz. Bd., 7/8" Mikron Vinyl 18 S-6013 Scm. Adapt., w/Nib, PVC, Horiz. Mikron 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 P-3046 Take Out Clip BSI SS 27 P-3783 Lock, Impact, PVC Interlock 28 P-4069 Keeper, Impact, PVC Interlock Zamac 30 P-3215 Weep Cover w/ Flap Gaer Plastic 32 P-3429 Wstp., 0.270 x .187 back FinSeal, Gray Uflrafab 37 P-4638 #8 x 2-1/2 PH Mod. Truss, Type A, TEK 2 Fastenal Steel 38 P-3768 #8 x 0.625 Ph PH SMS Hub City Steel 39 P-4051W #8 x 1.250 Ph FH TEK, Wht. Hub City Steel 40 P-4264W #8 x 3/4 FH PH w/#6 Head, TEK, Wht. Hub City Steel 44 P-3342 Seam Sealer, SM-5504 Schnee 45 P-3752 Cap Plug, 1/2" Hole M&M Nylon 47 P-3438 Sikaflex 552 or Purfect Glaze "H" Sika/Henkel 48 P-3352 Set. Blk., 85 Dur., 1/8" x 5/8" x 2" Lg. F. Lowe Rubber 51 - P-3881 Temporary Lbl. (NFRC/DP) 52 P3613 CWS Lbl. (logo) Pro Label 53 Sash SEE SHEET2 GLASS 54 Fixed SEE SHEET2 GLASS 56 P-3281 Spacer Duraseal 62 P-3218 Screen Frame, Horiz. Allmetal Alum 63 P-3218 Screen Frame, Vert. Allmetal Alum 64 P-3321 Screen Frame Comer Key Allmetal Plastic 65 P-3581 Screen Cloth, 18 x 16 Fiberglass Bettenwe Fiberglass 66 P-3228 Screen Spline, .155 Dia., Blk. Dapa Vinyl 67 P3029 Screen Pull Tab Summit Alum 68 P-3033 Screen Spring, SS FI. Screen SS 70 71 P-3113 Screw Support for PVC H-1836 Alum. Fixed Rail T. Plastics Nylon 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 LINE ITEMS NOT USED: 5, 7, 11, 15-17, 21-22, 29, 31, 33-36, 41-43, 46, 49-50, 55, 57-61, 69 Steel NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. PVC FRAME FLANGE-6031 REINF., IMPACT HOOK- 1112 1 5/16" 7/8" 1/16" PVC SASH STOP - 6025 3/4" 3/16"1_ T 1/16" REINF. S.B.R./S.S.R. - 1498 0 3/16" IMPACT HOOK S-1577 • • ••• • • • ••• •• •• • • 11• • •• •• • • • a • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1 • • • ijll • • •• • • • I • • • • ^• 10• • • f 5/8- `J • • • • A- 1 q 4 1/16" •• a • • •• • PVC iASS sII4. 1SA1 01 • • . •• P/C•SASH TOP RAIL-6027 •• • • • • • • • • •• • 1/2" •• 23/16" • • • • tt •• 1 3/16" PVC SASH SIDE RAIL - 6004 1 1/8"1 1/16" PVC SCREEN CATCH - 6013 REINF. BTM RAIL-1699 oI 5" 2 1/8' FIXED RAIL - 1836 PVC FIXED RAIL COVER - 6063 5/8' j" 1/16' REINF. TOP RAIL-1497 1/2" 3/16" 1_ 1 FRAME 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 8100 PVC SINGLE HUNG IMPACT 5/16" PVC SCREEN SUPPORT - 6014 1/4'1F— r 7 8" PVC GLAZING BEAD-6064 1_1= SCREW SUPPORT-3113 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: BAT DWG #: CWS-812 SCALE: 1:2 DATE: 06/18/12 REV.: C SHEET 4 OF 6 6" MAX. (TYP.) 6" MAX (TYP.) 10 /2" MAX. O.C. (TYP.) 4" (TYP.) 10 1/2" MAX. O.C. (TYP.) 4" (TYP.)- 4" (TYP.) • ••• • • • ••• • •• • • •• • • •• • • • • •• •• •• ••• • • •• • •• •••• •• • •• • • •• • •• •• • • ••• • •• •• • • ••• I .17" WJ .C. (TYP.) • • • • •I • • • ••• • • • • • ••• •• • • • •• 0. • • •• • • • • • • •• • • • • • • • • • • ••• • SEE NOTE 2 ••• •• X ANCHOR LAYOUT - (FLANGE] INSTALLATION • ANCHUR (TYP.) ••• •• MTG RAl 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 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. 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 TABLE1, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMNAAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) Clam - WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT PROPRIETARY AND CONFIDENTIAL z 3 az3 oW0 awOp W zoz re=zF .7-om3m 1-w zl- = zx0<0'wpo 0co zoQ,0- z—m?z �m —z0 zDUV - z oOcc wvw LLv2ww 0-Jcnl— WI— � w a(1) 1- a n ''''PNORE W i''' `� 0\-�CENSE.'Q:,, v : No 58201 "' i tp * S v: ra. 9 STATE OF .4i: 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 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 SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 f MIN. EMBEDMENT SEE TABLE 1 1/4" MAX SHIM CONTINUOUS DOUBLE 3/16" BEADS OF TREMGLAZE U1600 SFAI ANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND BUCK BY INSTALLER. 1/4" MAX SHIM MIN. EMBEDMENT SEE TABLE 1 06 A VERTICAL SECTION TYPICAL SILL ANCHORAGE MIN. EDGE DIST. SEE TABLE 1 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • •• • • • • • MIN. EMBEDMENT SEE TABLE 1 • • • VC MAX. SHIM • • • • •• • • • • • • • • • • • IYSTALLATKYI ANCHOR SEE TABLE 1 • • • • • •• • • • • • • • • •• TABLE 1:APPR• EDINST• LATION FASTENERS Auaemerre-rfflt ANCHOR TYPE MIN. EMBEDME • CCNCRETE (2.0 KSI MIN.) 3/16" ffW TAPCON 1-1/2" 1" 1-1/8" _ �� HOLL��T f��A�(��( Mt.J /�/1fi�TAPCON 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" 2XMIN. SOUTHERN PINE (G=0.55) 3/16" 111N TAPCON OR ELCO ULTRACON 1-3/8" 7/8" 2XMIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8" 7/8" 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YELD MIN) #10-16 HILT! KW IK-FLEXOR fTW TEKS SELF-DRLLING SCREW FULL THREAD THRU 0.060" 7/16" 1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MIN.) #10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.125" 7/16" • PERIMETER SEALANT BY INSTALLER INSIDE AND OUT HORIZONTAL SECTION SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 PERIMETER SFAI ANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER TYPICAL JAMB ANCHORAGE 6 O 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. Cllagom WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT PROPRIETARY AND CONFIDENTIAL ONIIOREW`sp �V"No 58201••�y�� *� * :*' STATE OF 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 DRAWN BY: BAT DATE: 06/18/12 DWG #: CWS-812 REV SCALE: 1:2 SHEET 6 OF 6 1 /4/2018 Florida Building Code Online FLORIDAL_ OHPARTMHNT OF Business Professional Regu ation • Florida Dr ► OFFICE OOP THE ISECRETARY� BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Search I Product Approval USER: Public User Product Approval Willi. > Product or Application Search > AL cation Lit > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer 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 • • • • • •• • • • • • • • • • • • • • • • • • • • •• • •. • • • • • • •• • • • • • • • • • • • • • •• • • • • • • • • •• •• • • • • • • • • • • • • • •• • • • • • • • • •• • •• • • • • • • •• • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer L..] 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 ';1) Validation Checklist - Hardcopy Received Certificate of Independence FL16736 R2 COI EvalReoort871C,pdf Referenced Standard and Year (of Standard) Standard Year AAMA/W DMA/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=wGEVXQwtDquBobl%2fIZm6TgPohLz6ont0d5HABPugYUIX1zzFJrTCXA%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 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. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL16736 R2 AE EvalReport871C.odf Created by Independent Third Party: Yes 16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slier, IMPACT, 1f .443°, XOX.•.•. 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-869Giadf. • •• • •. •...: Verified By: Lucas A. Turne4..5$1Q]r • Created by Independent Third Party: Yes ••• • •• r Evaluation Reports •""• . • • ' • ' FL16736 R2 AE EvalReDorte99 .Ddf • • • • • • • Created by Independent Third.Pasty: Yes • •. • • •. • r • ' • • Back Next • • • • • • • • • • •• • Contact Ua :: 2001 Blair Stone Road. Tallahassee FL 32399 phone: 850-487-1824 • • • • •• • • • • • • • • •• • • • • • • •• • The State of Florida is an AA/EEO employer r'nnvriaht 2007-2011 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 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: EF1®iggi eCtack Credit Card Safe securitv:METKICS' https://www.floridabuiIding.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 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., North Port, 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 Testing I aborattuies,• Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed' T•itS:201, 202,03 i4 • 2 `94, ASTM E 1886 '02/04/05, ASTM E 1996 '04/06/09, and AAMA/WDMME 101 /I. S.2/A440 '08 4) Supplemental Calculations to support CWS-871C, signed and sealed by Lucas' A'.'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 fmancial 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 �0".\AO RE by 4/ps ,� yv No 58201 •v6M *: .*- —0: * ' S9 STATE OF ; 14( 0,0, ••. A" �� 8/29/2017 ''�, a o ..O''�C?�.`� Lucas A. Turner, P.E. ,41 /0NIAI� r `�' FL PE #58201 • • ••• • • • ••• • • •• • • • • • • • • • • • •• •• •• • • • •• • • •• •••• •• • •• • • •• •• • • • • • • • ••• • • • • ••• GENERAL NOTES: HORIZONTAL SLIDER - LARGE MISSILE, IMPRACT •• ••• 1. THE PRODUCT SHOWN HEREIN ISDESIGNED 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. 75 1/4" MAX. OVERALL FLANGE WIDTH •• • • 74" MAX.NIT WIDTH • • X 33" GLASS DLO • • A �•• • 64 /4" MAX. FLANGE HEIGHT 63" MAX UNIT HEIGHT • • • • • • • • ••••• • • • • • • • • • OOOOO • • • • ••• •• 58 13/16" GLASS DLO O X e e e 59 9/16" MAX SASH HEIGHT 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 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 33 1/3% 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. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING TMAX. 74" x 63" +/- 60 PSF LARGE MISSILE IMPACT LucasTurne r 2017-09-22 13:58-04:00 laugdpilir WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT PROPRIETARY AND CONFIDENTIAL OOOO %��Pp10RE W )T�+ii OOOO • • : No 58201 t 13 2 * : STATE OF :�W SiS" O. 1'h,S/ONA , Ste OOOOOO 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: 10/10/13 DWG #: CWS-871 REV.: C SCALE: 1:15 SHEET 1 OF 5 • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• • • • • •• • • • •• •••• •• • •• • • •• •• • •• •• •• • • • • • • •• •• • • • • • INTERIOR SECTION A -A SECTION C-C ALTERNATE FIN FRAME • • • • • • • • • • • • ,•• • • • • • • • • • IIIf•TERIOR • • • • • • • • • • • • • • • • • Lii• • • • • SECTION B-B NOTE: FIXED LITE AT HEAD AND SILL IS SIMILAR. HEAD IMPACT HOOK (TYP.) MIDSPAN OF SASH (ITEMS 35 & 36) X 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) 7/8" OVERALL 1/8" ANNEALED or TEMPERED 7/16" AIRSPACE 5/16" LAMI 1/8" ANNEALED 090 DUPONT PVB INTERLAYER 1/8" ANNEALED PURFECT GLAZE"H" SIKAFLEX 552 1/2" GLASS BITE OUANEX DURASEAL IG SPACER I. SETTING BLOCKS PER FBC 2411.3.3.11 ago] r WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT PROPRIETARY AND CONFIDENTIAL z 3 <z3 ow° awFpw zIII0? CC — z=2AL w000 OHO <ri a UyHZaFya O m—z70cn —zocOOLLZ <0FHFO— z 00}0w0w LL rAwoOJu)F wi-0 aim,- I- o- IY VVVV 0so pt10RE W �r#ii, �• J9 4•i CENSF••• Q.yt� • No 58201 • :t * *' 9 STATE OF : <U: F i�Q��s �OR1�••0�� ,............ .... 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: 1 0/1 0/13 DWG#: CWS-871 REV.: C SCALE: 1:2 SHEET 2 OF 5 • • •. • • • • • • • • • ••• • • • ••• • • •• • •• •• • • •• •• •• • • •• • ••• •• • • •• • •• • •• •• •• • • • • •• •• • • • • • PARTS LIST 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 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 VENDOR Keymark Keymark Keymark Mikron Mikron Mikron Mikron MATERIAL Alum Alum Alum PVC PVC PVC PVC H-6049 P-3029 P-3033 P-3113 P-3218 P-3228 P-754 P-3342 P-3352 Main Fr., SH, w/Flg., PVC Screen Pull Tab Screen Spring, SS Screw Support, PVC Screen Frame Screen Spline, .155 Dia., Blk. Screen Frame Corner Key Seam Sealer, SM-5504 Set. BIk., 85 Dur., 1/8" x 5/8" x 2" Lg. Mikron Summit Hurley Team Plastic Allmetal Dapa Allmetal Schnee FrankLowe PVC Rubber RollFonm Nylon Silicone Rubber P-3429 Wstp., 0.270 x .187 back FinSeal, Gr" Ultrafab P-3539 P-4730 P-3752 #8 x 3/4" Square TEK 2 Znc #8 x 1/2" Truss PH TEK 2 Znc Cap Plug, 1/2" Hole Fastenal Fastenal M&M Steel Steel Nylon 21 22 23 24. 25 26 27 28 29 30 31 32 P-3783 or P-5250 Spring Lock, Impact, PVC Itterlock P-4779 P-4051 Roller, Tandem #8 x 1 1/4 Ph FH TEK, Wht. M&M Fastenal Nylon Steel P-4069 Keeper, Impact, PVC Interlock P-4479 Weep Cooer w/ Flap M&M Nylon P-4638 P-4958 P-1952 P-959 P-4633 #8 x 2 1/2 Ph Truss SMS Rotary Lock Keeper, Rotary Lock Wstp., 0.420 x .187 back FinSeal, Gr Barrel Fastener Ajax Sullivan Sullivan Ultrafab Fastenal Steel Znc Znc Steel S-1112 S-1498 Reinforcement, Head Reinf. S.B.R./S.S.R, Keymark Keymark Alum Alum 34 S-1776 Roller Track Keymark Alum 35 36 37 38 39 40 41 42 43 S-1999 S-2000 S-6005 S-6013 S-6014 S-6063 S-6064 GLASS Frame Hook, Head, Impact Panel Catch, Head, Impact Anti Lift Scm. Adapt., w/ Nib, PVC Scm. Adapt., PVC Fixed Rail Coeer Glazing Bead SEE SHEET2 Purfect Glaze "H", SikaFlex 552 Keymark Keymark Mikron Mikron Mikron Mikron Mikron CARDINAL Henkel / Sika Alum Alum PVC PVC PVC PVC PVC GLASS Silicone LINE ITEMS NOT USED: 33 2 11/16" 318• • • • • • • • 3 9/16" • • 1/16" •• • • • •• • • PVC FRAM: FIJC • -6 I9 •� • • • • • • • • • • • • PVC4RAME FIN-6048 2 3/16" 1 5/8" 1/16"- PVC SASH MTG RAIL-6050 PVC SASH SIDE RAIL-6051 6" FIXED RAIL - 1836 R 1/16" PVC SASH TOP/BTM RAIL-6052 PVC FIXED RAIL COVER - 6063 PLAN VIEW-1999 6" 3/16" �~ 3" PLAN VIEW-2000 1---1— 1/2" ✓ " SCREW SUPPORT-3113 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 0 3/16" HEAD IMPACT HOOK -1999 0 3/16" 5/8" f` 5/L r 1/16 PANEL IMPACT CATCH - 2000 5/8" F 1/16" SASH MTG. RAIL-1497 3/16" 3/4" j_ • 1/16" S.B.R./S.S.R. - 1498 PVC GLAZEBEAD - 6064 1/2" 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" PVC SCREEN CATCH - 6013 5/16" PVC SCREEN SUPPORT - 6014 3/4" 15/16" -6" -.-1/16" SASH REINF - 1699 1 1/4" 1/16" ROLLER TRACK -1776 T- 9/16" GLAZE BEAD - 1112 3/8" - - 1 5/16" 1/16" PVC ANTI -LIFT - 6005 PROPRIETARY AND CONFIDENTIAL ,,``, ptOREW,,7„ y N .• No 58201 ":�?1 *; * :*_ 9 =•STATE OF ; V/.. '4.F • F."..4OR10:••Q\- 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.) _�_._.�. t 3" (TYP.) J l �l I-.- 3" (TYP.) rSEE I 11111 I jI -- 0 r I X �II I. 1 I 1 IIII I I1 I I I1 L_ ANCHOR LAYOUT - (FLANGE)') • • • • • • • • • • • • • • ,• • • • • • • • • • • • • •! • • a • • • • !• N4T? 2 • • • s4" M (TYP.) • 4" MAX (TYP.) -- IIM311EALtAT7DN • • • • • •ANCHQt (MP.? • • • • • • • • • • • •• • • l► • • - • • • • • UAX•0.111 • (TYP.) • • • • •-• • 8" MAX. O.C. (TYP.) r _ , — • • %, l a 1 • • 1 0 1 X 1 . 1 1 ANCHOR LAYOUT - (FIN) EE 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 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 MANUFACTURER'S 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 TABLE1, 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(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMAIWDMA 300(EXTERIOR DOORS) CONVOIII ite WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT PROPRIETARY AND CONFIDENTIA 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 AND NOTES DRAWN BY: ADE DATE: 10/10/13 DWG#: CWS-871 REV.: C SCALE: 1:20 SHEET 4 OF 5 • • .. • •• •• • • • • • •• • • • • • • • • •• • • • • ••• • • •• •• • • •• •• • • . •• ••• •• • •• • • • • • • • • • • ••• 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 FNLIMETER SEALANT BY INSTALLER INSIDE AND OUT TYPICAL HEAD ANCHORAGE MIN. EDGE DIST. SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 1/4" MAX SHIN SUBSTRATE BY OTHERS SEE TABLE 1 1/4" MAX SHIM A VERTICAL SECTION 5 TYPICAL SILL ANCHORAGE MN. EMBEDMENT SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 MIN. EMBEDMENT • SgF•T(ABLE 1 • • • 1/4 ".IStAX,•SHIlI � • • • • • • • • • • ••• I N S TA L L AT I Or1 A RC H=1 R SEE TABLE 1 • • • • • •• • TABLE 1: APPROVED INSTALLATION FASTENERS CSOBSTF> E TYPE ANCHOR TYPE MIN. EMB FLANGE CONCRETE (2.0 KSI MIN.) 3/16" ITW TAPCON 1-1/2" 1-1/8" FLANG 914LCo r-PrM IT FII I FIl CMU (117 PCF MIN.) 3/16" fIW 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 MIN. SOUTHERN PINE (G=0.55) 3/16" MN TAPCON OR ELCO ULTRACON 1-3/8" 7/8" FLANGE 2X MIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE 16 GAUGE (0.060") MN. STEEL STUD (33 KSI YIELD MN) #10-16 HLTI KW IK-FLEXOR FIW 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. SOUTHERN PINE (G=0.55) #8 WOOD SCREW 1-1/2" 1/2" SUBSTRATE oripTHERS WE TABLE 1 •_ • • • • MIN. EDGE DIST. SEE TABLE 1 •• • • • PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SFOI ANT BEHIND FLANGE BY INSTALLER PERIMETER SFAI ANT BY INSTALLER INSIDE AND OUT MIN. EDGE DIST. SEE TABLE 1 1/4" MAX. SHIM SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FIN BY INSTALLER 05C HORIZONTAL SECTION TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION pO5 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 ®in r 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. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 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