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WS-18-2168Sy�OREy L c yYeiv FtoRtoA Project Address Permit NO. WS -8'-18-2°168 Miami Shores Village Permit Type: Windows/Shutters 10050 N.E. 2nd Avenue NE� ' OrkCiassiilcation: Window/Door RBplacer7 Miami Shores, FL 33138-0000 PPermit Status: APPROVED Phone: (305)795-2204 Parcel Number Issue Date: 8/23/2018 1 Expiration: 02/19/2019 Applicant 1010 NE 105 Street 1122320280020 i Miami Shores, FL Block: Lot: DOUGLAS & JOYCE BONHAM Owner Information DOUGLAS & JOYCE BONHAM 1010 NE 105 Street MIAMI SHORES FL 33138-2106 Contractor(s) Phone Cell Phone FLORIDA HOME IMPROVEMENT (954)792-4415 le of Work: REPLACE 14 WINDOWS SIZE FOR ZISE of Openings: 14 titional Info: REPLACE 14 WINDOWS SIZE FOR ZISE ssification: Residential inning: 3 Fees Due Amount CCF $16.80 DBPR Fee $3.60 DCA Fee $2.40 Education Surcharge $5.60 Permit Fee $240.00 Scanning Fee $9.00 Technology Fee $22.40 Total: $299.80 Cell Valuation: $ 27,470.00 Total Sq Feet: 0 Pav Date Pav Tvne Amt Paid Amt Due I Invoice # WS -8-18-68555 08/23/2018 Credit Card 08/15/2018 Credit Card $ 249.80 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In considAifjes ance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertainingst ict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting ume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required fLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS rtify he -foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructie ore, I authorize the above-named contractor to do the work stated. August 23, 2018 ature:Owner / Applicant / Contractor / Agent Date Building Department Copy August 23, 2018 1 BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION UNE PHONE NUMBER: (305) 762.4949 Q BUILDING ❑ ELECTRIC ❑ ROOFING I2EaC'' 14 ,D AUG 5 18 BY FBC 201 btu Master Permit No. &� " Z1 b S Sub Permit No. ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF [:]CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores County Mla it Dade Zio Folioi#i: 1 I��r � - > z - C-) 0 � r Is the Building Historically Designated: Yes NO _ Occupancy panty Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder):= Phone#: 2 c.57 — B q E Address:_I City: ,�� 4 je%a State: v-- / Zip: S3 I &a- Tenant/Lessee Name: N/A Phone#: N/A Email: N/A CONTRACTOR: Company Name: FLORIDA HOME IMPROVEMENT 9547924415 Address: 4070 SW 30 AVE Phone#: City: HOLLYWOOD State: FL Zip: 33312 Qualifier Name: WAYNE T. BURNETT Phone#: State Certification or Registration* CGCO61890 Certificate of Competency #: DESIGNER: Architect/Engineer: N/A Address: N/A Phone#: N/A City: N/A State: N/A Zip: N/A Value of Work for this Permit: $ 7-1 LA '*0 Square/Unear Footage of Work: Type of Work: ❑ Addition ❑ Alteration REPLACE 0 Ne`" 0 Repair/Replace ❑Demolition Description of Work: _ I Li _,' r ` ^, �'► Specify color of color thru tile: Submittal Fee $ S5 � ck j � Permit Fee $ Z-4 0 ,�` CCF $ CO/CC $ Scanning Fee $ Radon Fee $ OBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ (RevisedD2/24/2014) TOTAL FEE NOW DUE $ �T Q Bonding Company's Name (if applicable) N/A Bonding Company's Address NIA City N/A State NIA Zip N/A Mortgage Lender's Name (if applicable) NIA Mortgage Lender's Address N/A City NIA State NIA Zip NIA 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 $250, the oppi cant must Promise O 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. Signatu 4G2O yWNER or AGENT The foregoing instrument was acknowledged before me this g _ day of�r��_ 20 _ l • by who is personal[ mown to me or who has produced as identification and who did take an oath. NOTARY PUBLIC. /I Print: (V If,( Seal: �re •,SOF; ,�i :...*.*....:sssss APPROVED BY Ito ABDIEL R. CASTILLO MY COMMISSION # GG 079600 EXPIRES: March 6, 2021 30rd mn Notary Public uneeew,7.r. Signature CONTRACTOR The foregoing instrument was acknowledged before me this S day of bj J 20 1 by o is ersonally k wn to me or who has produced as identification and who//did ake an oath. NOTARY PUBLIC: Sign: Print: Seal: MIGUEL A MERCADO c MY COMMISS;lVG G093745EXPIRES 19, 2021 ssssssssssssr• _ , E/11Plans Examiner Zoning Structural Review (Revised02/24/2014) Clerk 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 Sjqffights or Fixed Glass claddin 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: ce 3 0 'e /Owner Signature Date Print Name i� Z i� Florida Home Improvement AssodaW Lipnae No. COC 0010601 QB44018 30" SW 42nd 8L, FL laudardals. FL 33x12 Jobt �� r 'Oft' 'O Fa�OMOk Naas! To iQ1l MmllBrr aasocutas 0-1 Replacement Wlndowe Contract Broward TM: 984.792'4415 Miami Cade Tek 305.545-4486 Fat: 98M792r2170 Web: Email: INF M 3oS g -d- 6 aSY Name: a Home Phone: Bus. Phone: ti p o ,ire 5 T ; h0 fe 331 Address Cfty state Zip �! Pf!f_-t-0-3 k qV Inc, This Contract is made and ordered Into this day of 20L W and between Florida Horne -Improvement Associates, a Florida corporation ('Carnuvotor• or'FHA ). and owner(s) named above c the residence located at the address listed above VOwner'). TheWork Contractor agrees to perform the work described below. Virmwns we � I - from the Inskle, 1) Remove existing units be replaced. )NOTE: Removed term are likely to be damaged) on sliding � doors Active and Fixed 2) Prepare openings ryto receive replacement units. W►( panels we Identllad. On t>awmerds 3) ..1 _i � FHA Energy Storm Saver_ Simonton Vlnyl Insulated and single hen cl dome the hkp Is Weve Right RW and tint Hhtga. Instal Aluminum Insulated, Aluminum Non -Insulated On DovbkAh" Doors the more _ — active doorb ldentlRed 4) Doors: FHA Energy Storm Sever_ Akammm hmAelad, my Akm* NmWrM Od !mooch ( ) Abn4MDad: I ) odor .Whft V Tan Brame: C'" min "nbh: Yesf fob( Standard— x4lbift Hand ahJL Qcmement aW ' plicture mdmkw QtY� gjkK Qli L Custom— L4 Lw JF J L— LH r I _ ° — AA AF FA AAF FM Qty— ah _ sty air_ RHI ) W►( Glass: /S'w A--,b� oc IF A a J10- t- �-- 4 a& - INITIAL HERE a Warranty: NliniixtureesWorrantysetttupon c mpetition. 5) Work NOT to -ba tepW..j !>V,,\- a { • t � 6) tF applicable, removing r panel, and/or O security bars 7) Specht ltst Udkwrs '�-- t e) qeamtplpbdebris end provide nepa wry permits and Insurance. 9) tf applkabk, In the.oervtaliat Con6aw- k unablcfor wherever reason to obt4ln proper pluralist pr4qr tqu mnmmment.of any work, Contactoraha6refund any prevlouspaymentandthbtransacdosns ailbeautomatial)ycanoelled. f No fkdshother nom��(I Installation is toi�a done unless toted bdknvJ l�Work �� C12 sRrl jmfY 2r, tZ o( <� . u�-G4'`r �o 0��, ��4 �✓r� l C c.e mein -i-n .A. r," . ,. D 1,c►� mule: Contractor shall commence the work within Ltdays after execution of the Contract (the 'Commencement Date.) and shall endeavor to complete all Work hereunder wIthk -odaysaftertheCommencementDeft. may' ContractPrlce $ The TOTAL PRICE for all Labor and Materials (ktchtdktg any applicable discount) Is S 1 7 V Sales TanDownpayment u (if appRrlble) Balance Payable $ y Total Contract Price $ �� Contractor will provide to Owner a Final Waller and Release of !.fen and Contractors Final Affidavit to Owner, substantially similar to the forms Included In chanter 713.Fla 120051. Ckk ate: ftE5 ct NO owner elects to appy far of the above -mum lump Sum amount $yes Is cirded, seelntonany agreement wtdrelatedd ' �,j(%( ae.k �}� P/` -d 17� Lvn►�ltftDr- v�- SOct Notleafe l h, 01 N ar, If4hruxdea b ba,�.�bv4a Mv—. a). skoraaldnthb A+ffloi11mandni don-martll in blank. b).Youreevild- to a copy oftheaorrtrsctatthetkmToo sly,.Keep Ittoproud vow law ABMs. cl. The Oneedat deaanaals e-- I , to this horse hoprora+aant comeact may contain a morum or afhrrdas Beata a Ilam on ymr properop tint could be foredaaad oa M you do Bet Bay M sae qac Yndatafrtd an aveMslons of the contract and 0movdal doweants bafre vau stem OAiscelanean: This contract cm ins the entire contract of the parties. it may not be dxan®ed orally but only by a signed change order or other written amendment. The waiver by any party of a breach of any pmvlsign of this contract shall not operate or be construed as a waiver of any subsequent breads by any party. IN WITNESS WHEREOF, the Parties here have executed this contract, under sea), as of the day and year first above wrttten.. you the Buyer may f artoel to transaatlon at any lima prior t0 midnight on the thbd busiltaas day after the data of this trans mtlon. See the aftached notloo of eartotltatlon form for an eaphnation of this right. Ow r. C � Contractor. FHA 07761. ( of r) (Name a Tltie) 9 13j��' 151111nature of Owner) uace Home Owners Assodation ame: Phoney: YES ( ) NO ( V Building Name: Propgrty Search Application - Miami -Dade County Page 1 of 1 *"4`* OFFICEFTHE PAPPRAISER wig Summary Report Property Information Folio: 11-2232-028-0020 Property Address: 1010 NE 105 ST Miami Shores, FL 33138-2106 Owner DOUGLAS BONHAM &W JOYCE Mailing Address 1010 NE 105 ST MIAMI SHORES, FL 33138-2106 PA Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/2/0 Floors 1 Living Units 1 Actual Area 2,325 Sq. Ft Living Area 1,821 Sq.Ft Adjusted Area 1,994 Sq.Ft Lot Size 11,025 Sq.Ft Year Built 1951 Assessment Information Year 2018 2017 2016 Land Value $386,022 $386,022 $330,876 Building Value $161,514 $161,514 $161,514 XF Value $0 $0 $0 Market Value $547,536 $547,536 $492,390 Assessed Value $218,244 $213,756 $209,360 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Assessment Taxable Value 1 $168,244 $163,756 $159,360 School Board Exemption Value $25,000 $329,292 $333,780 $283,030 Cap Reduction $184,360 City Exemption Value Homestead Exemption $25,000 $25,000 $25,000 Second $159,360 Regional Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value $168,244 Exemption $25,000 $25,000 $25,000 Homestead Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES ESTATES PB 47-58 LOT 2 BLK 1 LOT SIZE 75.000 X 147 OR 12467-0289 0385 1 Generated On : 8/8/2018 Taxable Value Information 2018 2017 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $168,244 $163,756 $159,360 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $193,244 $188,756 $184,360 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $168,244 $163,7561 $159,360 Regional Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value $168,244 $163,756 $159,360 Sales Information Previous Sale Price OR Book -Page Qualification Description 03/01/1985 $107,000 12467-0289 Sales which are qualified 08/01/1977 $68,000 09790-1401 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: https://www.miamidade.gov/propertysearch/ 8/8/2018 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: (4 Qualifier/Owner Signature up � pie G fjje+ 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") ❑ 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 RETROFIT 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 THE WINDOWS OR DOORS UNLESS SPECIFIED ON THE PRODUCT APPROVAL. Revised on 7/22/2009;11/17/2014 0.o a 05 a ! a 5 P ; = q h - (CCP - GCp i) V(mph) 175 1620 FBC 6u HVHZ, or Fig. 26.5-1a Risk Category 11 Table 1.5-1-pagc2 Exposure C Section 26.7 Yd 0 A5 Tabic 26.6-1, page 250 KrA1 Figure 26.8-1, page 252 GCpI 0.18 -0.18 055 pitch ofroof 3/12 14.0 deg"' theta 14.0 degas 0 Specialty Engineering Consultants, Inc. ��,pt xEFq 1599 SW 30 Avenue, Suite 020 Boynton Beach, FL334326 _- FL, CA # 009217 _ Intstuctlons and limitations of Use 1 Charts rovide wind ressures based on the mean roof he hl, And shall not exceed 60'-0". 2 Des n ressures are for an enclosed builirdi shutters or other im ct resistance roteclion r aired). 3 User shall determine the mean roof he ht, Ease he ht + Roof Peak 4 End zone distance is the lessor of 10% of le th, 10% of width, or 40% of the mean roof height and not less than 3'-0' 5 8 50% of a wm neat s in a rtioular zone then that eam neat is considered to be in zone w8h the ma o of the area. If uestioreble then lace in Zone 5 6 Each enm neat, window, door, mullion has a tributa area that is area to be used. Area of com nents to rounded down but shall rat be less than 10 sf. • • 0 0 7 For NOA's that require a Kd=1.0 then multiply the values listed herein b 1.18. • • B Wind ressures are based on Allowable stress design. • • • • • • 9 Des n ressures listed herein are valid for Exposures B and C and exposure D. max roof height 30' 10 Charts and values Isted herein are onl valid when s ned, dated, and sealed b Ga McDo le, PE 956214 or Mark LeBlanc, PE #35083 or Adam D. LeBlanc 7012 11 Wind design pressures are calculated in accordance with ASCE 7-10, Method 2. This calculation is vaild for FBC 2014 5th edition and 2017 8th edition 12 jNo reduction is taken for slopes less than 10 degrees, 9999• • • • 9999• 900000 • • • Arca ofeom nertt Arm ofmm cat Wind Velocites in South Florida Arm of rant Armofw eat n Dade Br Palm Beach Arca ofco ran Risk Cat. 1 165 156 156 Low risk to humans fame, shuts Risk Cat.2 400 sf 175 170 170 Sin Ie F-amil Rasidexx:a Risk Cat. 3&4 186 ISO I80 Essaedal Facilities Intstuctlons and limitations of Use 1 Charts rovide wind ressures based on the mean roof he hl, And shall not exceed 60'-0". 2 Des n ressures are for an enclosed builirdi shutters or other im ct resistance roteclion r aired). 3 User shall determine the mean roof he ht, Ease he ht + Roof Peak 4 End zone distance is the lessor of 10% of le th, 10% of width, or 40% of the mean roof height and not less than 3'-0' 5 8 50% of a wm neat s in a rtioular zone then that eam neat is considered to be in zone w8h the ma o of the area. If uestioreble then lace in Zone 5 6 Each enm neat, window, door, mullion has a tributa area that is area to be used. Area of com nents to rounded down but shall rat be less than 10 sf. • • 0 0 7 For NOA's that require a Kd=1.0 then multiply the values listed herein b 1.18. • • B Wind ressures are based on Allowable stress design. • • • • • • 9 Des n ressures listed herein are valid for Exposures B and C and exposure D. max roof height 30' 10 Charts and values Isted herein are onl valid when s ned, dated, and sealed b Ga McDo le, PE 956214 or Mark LeBlanc, PE #35083 or Adam D. LeBlanc 7012 11 Wind design pressures are calculated in accordance with ASCE 7-10, Method 2. This calculation is vaild for FBC 2014 5th edition and 2017 8th edition 12 jNo reduction is taken for slopes less than 10 degrees, 9999• • • • 9999• 900000 • • • �G115 2o�Ui� V 4(40 No. 770 2 Z STATE F �• �� RIOP �k.,� s`r,QNAL /r r►11111111115\` 9999• 9999 9999 9999• • • • 9999• • 9999• Arca ofeom nertt Arm ofmm cat Arm of t Arm of rant Armofw eat n n Arcaofm eat Arm ofarm nest Arca ofco ran Area ofuxn ant Areaofw exit Arca ofeom neat 41 n 100 sf I5.0 sf 20.0 sf 25.0 sf 30.0sf 35.0 sf 400 sf 45.M 50.0 sf •O.5�0 sf Morn Roof Hai t Zone 4 Zone 5 Zd e 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 Zone 5 Zone 4 Zone 5 40.1 40.1 .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 • 4509 9 35.4 •35.4 • 35.0 -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 - ?0 • -45.2 -18% -44.5 40.6 .6 39.3 39.3 38.9 38.9 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 • "5• • -45.8 -391 -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 0 36.3 0 35.9 0 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 •kM• -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 36.80 0 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 AM5 • -47.0 1 •-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 •-4. • 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 3&0 38.0 37.6 37.6 37.1 37.1 20 1 -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 1 -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 1 -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 42.3 41.8 41.8 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 -46.3 -55.1 -45.8 -54.2 -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 42.6 42.1 42.1 41.6 41.6 41.1 41.1 40.7 40.7„ 29 -49.9 -61.6 -48.5 -59.0 -48.0 -58.1 -47.6 -57.2 -47.1 -56.3 -46.6 -55.5 -46.2 -54.6 -45.7 -53.7 -45.2 IIIQQI;111//�0.2 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 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. �� • •-A4 b' • 7 �G115 2o�Ui� V 4(40 No. 770 2 Z STATE F �• �� RIOP �k.,� s`r,QNAL /r r►11111111115\` 9999• 9999 9999 9999• • • • 9999• • 9999• 72 X 62 72 3/4 X 61 5/8 (+/-60) FL 16736.1 (+/-60) FL 16736.1 36 X 37 1/4 2 a,} •� (+/-70) FL 16177.1 S 73 X 49 3/8 Z FAMILY (+/-60) FL 16736.2 �z S LTi H Z Nj BED' 2 52 1/8 X 37 1/4 (+/-60) FL 16736.1 D44 LIViNG �s 52 1/8 X 49 3/8 �. ENTRY (+/-60) FL 16736.1 S,p s %t, • N $7 4. , 52 1/8 X 49 3/8 $ , (+/-60) FL 16736.1 BED 9 Miami Shc:res Village APPROVED BY DATE ZONING DEPT _ NS 36 X 49 3/8 (+/-60) gi.W36.1 SUBJECT i"O CC141PL.IF1`ICE WI FH All FEDERAL STATE ANv l 'e HUL_S AND REGULA •••• ••i•0• -4 36X371/4 E(+/- 9,,',TH 70) FL16177.], 0.00 • • 0000•• 0000 • • 0000• • ••• • • •• •• • Is 0 73 1/dX 37 1/4 } DINING �• (+F601 Fb 16736.2 v• • 'j O521/8X371/4 F(,/_60) FL 16736.1 36 X 25 : n OGARAGE (+/-60) FL 16736.1 S PERMIT Yt' . l 9 Miami Shc:res Village APPROVED BY DATE ZONING DEPT _ BLDG DEPT ` SUBJECT i"O CC141PL.IF1`ICE WI FH All FEDERAL STATE ANv l 'e HUL_S AND REGULA 46X25 (+/-60) FL 16736.1 s> 34X46 (+/-60) FL 16736.1 • • 0000• • ••••• •••• •••• ••0•• • • • 04,00• • 0000• • 1/4/2018 Florida Building Code Online �laliYGlRi(ii1�7 ' 'iiiillr'�iYri1Gi BCIS Home Log In I User Registration I Hot Topics Submit Surcharge I Stats & Facts I Publications FBC Staff I BCIS Site Map I Links I Search Florida Product Approval r 0 USER: Public User Bln�scrd Product Aooroval Menu > Product or Aoolication Search > Annlication List > Application Detail FL # FL16736-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext 245 kpine@cws.cc Kevin Pine kpine@cws.cc ]ay Lathrop 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 Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Q 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 • • (�••Validatinn•••.• Checidis•b- Mar•d•cT•y• Received •• •• • • • • • • • • • • • ••• • Certificate of Independence -6? EvilIRe A71C.pdf Referenced Standard and Year (of Standard) • StaMWd .0. •: • .0. ••• Year • kAMA:WD M. A)r,S,A/ 1(:I/I.�.2?P64b0g,08: 2008 • �STM:1886-2' : : • 0.- ••• 2005 ASTM E1996-09 2009 PA/TAS 201/202/203 1994 ••• • • • • ••• • • Equivalence of Product Standards • • • • • • • • • • Certified By .:a ;• •: •.• •:. ;• •; https://www.flohdabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZm6TgPohLz6ontOd5HABPugYUIXlzzFJrTCXA%3d%3d 1/2 11/4/2018 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Florida Building Code Online Method 1 Option D 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 Installation Instructions Approved for use in HVHZ: Yes FL16736 R2 II CWS-871C.pdf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: Large Missile, 74" x 63", DP +/- 60 psf. Outer lite in FL16736 R2 AE EvalReport871C.W I.G. must be safety glazed when used above 30 ft. in HVHZ. Created by Independent Third Party: Yes Glass complies to ASTM E1300-04. 16736.2 HS -8200 PVC Horizontal Slider HS -8200 PVC Horizontal Slider, IMPACT, 111" x 63", XOX. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16736 R2 II CWS-869C.pdf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: Large Missile, 111" x 63", DP +/- 60 psf. Outer lite in FL16736 R2 AE EvalRenort869C.odf I.G. must be safety glazed when used above 30 ft. in HVHZ. Created by Independent Third Party: Yes Glass complies to ASTM E1300-04. Back Next Contact Us :: 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 :: 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 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 here . Product Approval Accepts: ® ] Reck Credit Card I Safe ....... . .. .. • •• • • • • ••• • •• ••• •• • • • •• • • • • • • • • • • • • • •• • • • • • • • •• • •• • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • https:/Avww.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZm6TgPohLz6ontOd5HABPugYUIX1zzFJrTCXA%3d%3d 2/2 TURNER 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 Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed: TAS 201, 202, 203 `94, ASTM E 1886'02/04/05, ASTM E 1996'04/06/09, and AAMA/WDMA/CSA 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. 17-0206.101 1 I have evaluated the materials in these NOAs and find that they comply with the requirements of the 6`h 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. SIM, S , Y`•- Nisi • I* : : : MW Lucas No 56201 :7s Turner:• ••• •••:*-• • 2017-08-30-a'?' 16:09+20:00 ? �1'A7E•gF a:��41 a.' 8/29/2017 4 .` ��'.,�5�' •� !� p P C?� •'� Lucas A. Turner, P.E. :FL PE #58201 S • ri+rt�tt�t 1. . .. .. . . . .. . . ... . . . ... . . GENERAL NOTES: 99�mffl HORIZONTAL SLIDER - LARGE MISSILE IMPACT 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 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA, FLORIDA 34474 IN ASTM E 1996 PER THE FBC. WWWCWS.CC 75 1/4" MAX. OVERALL FLANGE WIDTH 2. GLAZING OPTIONS: (SEE SHEET 2) 8200 PVC 74" MAX UNIT WIDTH 3. CONFIGURATIONS: 'OX'.'XO". HORZ. SLIDER 33" GLASS DLO 4. DESIGN PRESSURE RATING: • C NEGATIVE DESIGN LOADS BASED ON, TESTED PRBIGSURBAND • 40400 • • IMPA• T • • A GLASS TABLES ASTM E-1300-04e01/09. • • • • -POSITIVE DESIGN LOADS BASED ON, TESTED PRESA&E, V?ATER • • • Z Q � ASTM INFILTRATION TEST PRESSURE AND GLASS TABLEgo • o • • • W J Q • 42 W 1 000000 0W ZOa lL'_3H I 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NQT�FN USED • w tYZ Oo a 3l _ 641/4 I I I I IN THE DESIGN OF THIS PRODUCT. SEE SHEET 5 FOR ANCHOR • • • ZO F 2 a MAX DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WASRI6E9 FOR WOOD O U to C d ••F as a FLANGE B B ANCHOR CALCULATIONS. 000000 • • O Z – 5.0 kH] N HEIGHT I • • • • 2 O Z U Vj U V 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SMIOTTIM ARE NOT • a f 3 IL03i REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDE T E LEFT O L 1 I UNLATCHED DURING NORMAL OPERATION OF THIS R, BUT • Q } j0 63' 1 I MUST BE ENGAGED PRIOR TO EXPOSURE TO HU AN WINDS AND W O � LL u)c1u•:) w UNIT I FLYING DEBRIS. •�T • • • a 1 to w 0 JO } HEIGHT O X 1 5599/9/16" 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JO;"t:4 SEALANT, 0 w H • SASH USED AT FIXED MEETING RAIL AND HEAD/SILL. • HEIGHT • • 8. SERIES /MODEL DESIGNATION HS 8200. ��O DREW TGi 5813/16' 1 9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: "0, .1 %�G E NSF " Q ,1� GLASS i B X =OPERABLE SASH, O = FIXED SASH : -: No 58201 "t DLO 5,) _ - 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR i1 $ LOCATION. '9: STATE OF .'LUZ I I I 5 11. EXTERNAL WEEP SLOT = 1/4" x 1LOCATED 4' FROM BOTH ENDS. C p SOIv— N CffL A LucasTurne �� 33" GLASS DLO 65/16" MAX SASH W IDTH r 2017-09-22 9/22/2017 13:58-04:00 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS ........... 1 SECTION VIEWS & GLAZING DETAILS .... 2 EXTRUSIONS & B.O.M...............................3 ANCHOR SCHEDULE & NOTES................4 INSTALLATION DETAILS ...........................5 MAX. UNIT SIZE I DESIGN PRESSURE RATING I IMPACT RATING 74" x 63" 1 +/- 60 PSF I LARGE MISSILE IMPACT GENERAL NOTES AND ELEVATIONS ADE 1 10/10/13 CWS -871 C ALE: SHEET 1:15 1 OF 5 INTERIOR SECTION A -A 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) 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) WINDOW SYSTEMS L 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC . •• ..0. • • • • • • • • 8200 PVC ..HORZ. SLIDER ••• IMP.=•• • •J liin Z Q •� • ��t��~' ••••••••••••• •W W Q� cai ° gr��Z •• ••l �mQU) } :• off0dx° maj ~/i�i • p�••••• Z •• • •Z Q 00� Z� 6pIlU •••••• •• • •� ¢w -o? 3 La�tZ F i • •• • • • m •� iRwi1w O�w Z(nw °JNF n• tY 0 rn • • • •• • • CL 0 K x w�•W3� x RIs • •G. W IL 7/8' OVERALL 1/8' ANNEALED or TEMPERED 7/16' AIRSPACE 5/16' LAMI 1/8' ANNEALED = DUPONT PVB INTERLAYER 1/8' ANNEALED (43 PURFECT GLAZE'H' rul Y SIKAFLEX 552 GLASS TYPE A 1:1 —1/2' GLASS BITE OUANEX DURASEAL IG SPACER 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SECTION VIEWS AND GLAZING DETAIL ADE 10/10/13 VG #: REV.: CWS -871 C :ALE: SHEET 1.2 2OF5 ITEM PART # IDESCRIPTION 1 H-1497 Reinf. Sash Most. Rail 2 H-1699 Reinf. S.B.R./S.S.R, 3 H-1836 Meet. Rail, Fxd. 4 H-6052 Sash Top/Bot. Rail 5 H-6048 Main Fr., SH, w/ Fin., PVC 6 H-6050 Sash Meet. Rail, PVC 7 H-6051 Sash Side Rail, PVC 8 H-6049 Main Fr., SH, w/Flg., PVC 9 P3029 Screen Pull Tab 11 P3113 IScrew Support, PVC 12 P3218 Screen Frame 13 P3228 Screen Spline, .155 Dia., Bilk. 14 P-4754 Screen Frame Comer Key 15 P3342 Seam Sealer, SM -5504 16 P3352 Set. Bilk., 85 Dur., 1/8" x 5/8" x 17 P3429 Wstp., 0.270 x .187 back FinSE 18 P3539 #8 x 3/4" Square TEK 2 Zinc 19 P-4730 #8 x 1/2" Truss PH TEK 2 Zinc 20 P3752 Cap Plug, 1/2" Hole 77or 21 P-5250 Spring Lock, Impact, PVC 22 P-4779 Roller, Tandem 23 P-4051 1#8 x 1 1/4 Ph FH TEK, Wht. 24 P-4069 Keeper, Impact, PVC 25 P-4479 Weep Cover w/ Flap 26 P-4638 #8 x 2 1/2 Ph Truss SMS 27 P-4958 Rotary Lock Mikron Mikron Mikron Mikron Mikron Summit MATERIAL Alum Alum Alum PVC 2 PVC PVC PVC PVC Team Plastic Rubber Allmetal RoliForm Allmetal Nylon Schnee Silicone PVC FRAME FLANGE -6049 3 3 1/8'� 3 5 9116' 1/16' 2 1/8" 1/16' 1" FIXED RAIL - 1836 PVC FRAME FIN -6048 1-2 3116'- 5/16'--j 9/16' s I 4 7 40 1 5/B' 1 5I/8' 1 5I/8• 1 5/16' qq� 1/16" ,/,6• PVC SASH MTG. RAIL -6050 PVC SASH SIDE RAIL -6051 PVC SASH TOP/BTM RAIL -6052 PVC FIXED RAIL COVER - 606 Fastenal Steel 0 I 6• PLAN VIEW -1999 0 3/16' - 15/16• 35 7/e' 1/16' j HEAD IMPACT HOOK- 1999 Fastenal Steel M&M Nylon Interlock M&M Nylon Fastenal Steel Interlock M&M Nylon Ajax Steel Sullivan Zinc 28 P-4952 Keeper, Rotary Lock Sullvan Zinc O L 6• PLAN VIEW -2000 3/16" ~ 3" -I x•1'2 T SCREW SUPPORT -3113 Q 3116• "1 5/8• r- T— 36 5/8" 1/16' 1 PANEL IMPACT CATCH -2000 29- P-4959 Wstp., 0.420 x .187 back FinSeal, G Ultrafab 30 P-4633 Barrel Fastener Fastenal Steel 31 S-1112 Reinforcement, Head Keymark Alum 32 S-1498 Reinf. S.B.R./S.S.R, Keymark Alum 34 S-1776 Roller Track Keymark Alum 35 S-1999 Frame Hook, Head, Impact Keymark Alum 36 S-2000 Panel Catch, Head, Impact Keymark Alum 37 S-6005 Anti Lift Mikron PVC 38 S-6013 Scm. Adapt., w/ Nib, PVC Mikron PVC 39 S-6014 Scm. Adapt., PVC Mikron PVC 40 S-6063 Fixed Rail Cover Mikron PVC 41 S-6064 Glazing Bead Mikron PVC 42 GLASS SEE SHEET CARDINAL GLASS 43 Purfect Glaze "H". SikaFlex 552 Henkel / Sika Silicone 518" t--{ 1' �� 1 SASH MTG. RAIL -1497 3/16.1 3/4" 1— S.B.R./S.S.R. -- I 3 1/18" S.B.R./S.S.R.-1498 CORNER CONSTRUCTION 3 f��S�YS/TEMS QL 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC CORNER WELD (ALL SIDES) 8200 PVC 18 ..HORZ. SLIDER - - .. • IMRAGT.. Thi- 15 • • • • • J Z 2x o•aWoO • H •W Lu -j9 Z03, kit �--r— : • • Ifs Z 2 p FD;1?1�E"ING RAIL U 0 0 /n IL a. SCREVk" JWTHER WITH • • y� ZO OUYcRFRAME • •• ka • • Z Q t7 '� Urn FZy�41LZ •••••• •� �OFflu.1 �Z 3'i • • Qd of 16 00 15/1f' 2 •• 1/16' o U)W C►.•D W FY • *1 a �� to • • IL 1- a SASH REINF. - 1699 • W 7/16'NgF;"�Q,i., pvvv, f!i ••": No 58201 s-oi ec ROLLER TRACK -1776 S13 STATE OF :44 1 PVC GLAZESEAD - 6064 1/2"F/8"l 38 1/16" PVC SCREEN CATCH - 6013 5/16• 11/8•-j 39 1/16 PVC SCREEN SUPPORT - 6014 j- 7/8'1 T- 31 9'L GLAZE BEAD - 1112 3/8' �5116 PVC ANTI -LIFT - 6005 z� 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 BOM AND EXTRUSIONS ADE 1 10/10/13 CWS -871 C LINE ITEMS NOT USED: NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET 33 1:2 3 OF 5 12 1/2" MAX O.C. (TYP.) 6" MAX. (TYP.) 6" MAX (TYP.) 1T MAX O.C. (TYP.) NOTES: 3" (TYP.) 1--- 3" (TYP.) SEE NOTE 2 ANCHOR LAYOUT - (FLANGE) -� INSTALLATION ANCHOR (TYP.) 4" MAX (TYP.) 1 1 1 8- MAX O.C. (TYP.) 4- MAX (TYP.)- 8- MAX TYP.)8"MAX O.C. (TYP.) ANCHOR LAYOUT - (FIN) WINDOW SYSTEMS B 1900 SW 44TH AVE. OCALA, FLORIDA 34474 IOTE 2 WWW.CWS.CC INSTALLATION . ANCHOR4TYP.) • • • •••.•• • I I 1 O I I I I I I v X I 1 I II I all --Jl •••••• ANCHOR LAYOUT - (FLANGE) -� INSTALLATION ANCHOR (TYP.) 4" MAX (TYP.) 1 1 1 8- MAX O.C. (TYP.) 4- MAX (TYP.)- 8- MAX TYP.)8"MAX O.C. (TYP.) ANCHOR LAYOUT - (FIN) WINDOW SYSTEMS B 1900 SW 44TH AVE. OCALA, FLORIDA 34474 IOTE 2 WWW.CWS.CC INSTALLATION . ANCHOR4TYP.) • • • •••.•• • 8200 PVC ..HORZ. SLIDER • • • IMP.r e • •J Z Q y•� 01u 6-•�L7(s0 •••••• •Lu W a Lu -iZ0 Q��F co 4. LLI ••••.• • •m ZN �iZ"mco • • • •Z 00 7U- ...... .�<3p�-tZz . W :..m0�W�&%pa, • • • a 0Jm~ ?=n• K0LL} • • • •• • • O 81 Lu F- •T• = �•i W31AN -0%"P'RDRE • No 58201 "•�-A Q' OF 14U .,STATE 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 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: 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(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(E)CTERIOR DOORS) z� 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 ANCHOR SCHEDULE AND NOTES ADE 1 10/10/13 CWS -871 C ALE: SHEET 1:20 4 OF 5 1/4/2018 Florida Building Code Online mry - tip BCIS Home Log In I User Registration I Hot Topics I Submit Surcharge Stats & Facts I Publications I FBC Staff I BCIS Site Map Links I Search H dda t 1_. ` Product Approval USER: Public User aim Product Approval Menu > Product or Application Search > Annlication List > Application Detail • • FL # FL16736-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Q 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 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 ••• 2005 Category Windows Subcategory H(I orizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer F—, 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 • •• • • • • •• W Validation•Cw•edclist-Ardaopz Received • •• • • • • ••• • Certificate of Independence FL167-V R2•L•QI EMRe by rt8j1C.adf• Referenced Standard and Year (of Standard) Slufflor : • •: • Year .0. .0. AAMjMD jA/Cy Aj1P}/I. j 2/A,445.M ••• : : 2008 AS1%f18V05 i• ••• ••• 2005 ••i ASTM E1996-09 2009 PA/TAS 201/202/203 1994 ••• • • • • ••• • • • • • • • • • • Equivalence of Product Standards • • • • • • • • • • Certified B • • • • • • • • • • • • https:/twww.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZm6TgPohLz6ontOd5HABPugYUIXlzzFJrTCXA%3d%3d 1/2 1/4/2018 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Florida Building Code Online Method 1 Option D 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 Installation Instructions Approved for use in HVHZ: Yes FL16736 R2 II CWS-871C.ndf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: Large Missile, 74" x 63", DP +/- 60 psf. Outer lite in FL16736 R2 AE EvalReport871C.Ddf I.G. must be safety glazed when used above 30 ft. in HVHZ. Created by Independent Third Party: Yes Glass complies to ASTM E1300-04. 16736.2 HS -8200 PVC Horizontal Slider HS -8200 PVC Horizontal Slider, IMPACT, 111" x 63", XOX. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16736 R2 II CWS-869C.12df Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: Large Missile, 111" x 63", DP +/- 60 psf. Outer lite in FL16736 R2 AE EvalReport869C.Ddf I.G. must be safety glazed when used above 30 ft. in HVHZ. Created by Independent Third Party: Yes Glass complies to ASTM E1300-04. Back Nert Contact Us :: 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 :: 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 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 here . Product Approval Accepts: ® Sid Credit Card Safe . ....... . ......... . .. ... .. . .... ..• . ..• . .. . .. . .... . . . .. . . . .. . . .. . .. a . . ...00 000 .... ....... . . ...... . .... .... . . .... . https://www.flo6dabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDqu8obl%2flZm6TgPohLz6ontOd5HABPugYUIXlzzFJrTCXA%3d%3d 2/2 TURNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 869C September 7, 2017 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact (HVHZ), XOX 111 "x63" unit size with design pressures of +/-60 psf (Fin or Flange window) Manufacturer: Custom Window Systems, Inc. 1900 SW 44`h Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 6`" 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 -869C, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3887-3, -3A, -4, and 4A, 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, ASTM E 1996 `04/06/09, and AAMA/WDMA/CSA 101/I.S.2/A440 `08 4) Supplemental Calculations to support CWS -869C, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS -869C. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS -869C • 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 • In the operable sash, requires Kuraray (Dupont) PVB Interlayer per Miami -Dade N.O.A. 16- 1117.02t, and in the fixed glass requires Kuraray (Dupont) SentryGlas Interlayer per Miami -Dade N.O.A. 14-0916.11 t • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 17-0206.10t t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 6t' 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, xor will I acquire, a financial interest in any other entity involved in the testing or approva;procgi Qfii; 406it.• . . . . . . . . .. ... .. . . . .. Lucas Turner 2017-09-16 09:27+20:00 .'�z 9/07/2017 Lucas A. Turner, P.E. FL PE #58201 M O FI HI HORIZONTAL SLIDER - LARGE MISSILE IMPACT MAX. SASH WIDTH TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS ........... 112 1/4' MAX OVERALL FLANGE WIDTH GLAZNG DETAILS.....................................2 111' MAX. UNIT WIDTH SECTION VIEWS & GLAZING DETAILS 49 15/16" 24 5/8' EXTRUSIONS & B.O.M...............................4 GLASS DLO GLASS DLO ANCHOR SCHEDULE & NOTES................5 A 1/4' I I I kX IERALL ANGE TIGHT B 63' MAX UNIT I I 58 6' GLASS GLASS O I HEIGHT DLO I D 59 9/16' MAX. SASH HEIGHT A V 4 - I C I AI C A MAX. SASH WIDTH TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS ........... I GLAZNG DETAILS.....................................2 SECTION VIEWS & GLAZING DETAILS .... 3 EXTRUSIONS & B.O.M...............................4 ANCHOR SCHEDULE & NOTES................5 INSTALLATION DETAILS ...........................6 1 B Z561/4' D GLASS DLO B 6 C 6 D 6 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 TABLE • • • 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 FLIM I'ROR • DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 W"WQ EOR WOOD ANCHOR CALCULATIONS. 6 PRODUCT APPROVED REQUIR D. THE IMPACT OROTARY LOCKS ARE INR IMPACT RESISTANCE *TENS?i�ED O BE LEFT O� • UNLATCHED DURING NORMAL OPERATION OF THISPRVX)OF, BUT • MUST BE ENGAGED PRIOR TO EXPOSURE TO HURR1Cj4PoF4 V 1NDS AND • FLYING DEBRIS. 00.000 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, O = FIXED SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 11. EXTERNAL WEEP SLOT = 114"x 1" LOCATED 4" FROM BOTH ENDS. MAX. UNIT SIZE DESIGN PRESSURE RATING I IMPACT RATING 111" x 63" +/- 60 PSF I LARGE MISSILE IMPACT LucasTurne r 2017-09-22 13:54-04:00 10m WINDOW SYSTEMSffl 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8200 PVC HORZ. SLIDER IMPACT •� Z 3 Q,3. • ❑w�• Z. Z_ • arM Z0 3m L Z2md OO •O OFH a=O� mNolg-•a ❑ o0a, z y •i ¢� I�Qmoz 29 0 of a ZN`�5�� • p W H 00 a.m is • •• • 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 GENERAL NOTES AND ELEVATIONS TEF 1 10/11/13 CWS -869 C "LE: SHEET 1:20 1 OF 6 OUANEX DURASEAL IG SPACER 7/8' OVERALL 3/16" ANNEALED OR TEMPERED 1/4" AIR SPACE 7N6" LAMI 3/16" ANNEALED .090 SENTRY GLASS IONOPLAST INTERLAYER 3/16" ANNEALED PURFECT GLAZE 'H" SIKAFLEX 552 1/2" GLASS BRE GLASS TYPE A FIXED GLASS GLASS TYPE B SASH GLASS WINDOW SYSTEMS l5 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8200 PVC 7/8" OVERALL HORZ. SLIDER 1/8' ANNEALED OR TEMPERED z 3 azawo Mal3 • •� 0 3/8" AIRSPACE •ez 10 aco3}0�3m HW < 0 0 •Z 0U)F-zal-coif Z30 - 5/16" LAMI • • • R •� (a 00 WO Hz �00Le bz 230W a of 0 m • 1/8" ANNEALED • • • • • • OW 0 0TllDtat�n w •• •a z= :•" V) .090 DUPONT PVB INTERLAYER • 1/8" ANNEALED • • • • o fad • • • • • • tttttetiit��i�� • ��tt ,4i�i Pp1,4�RE, �:• ; • i� . OUANEX DURASEAL PURFECT GLAZE "H" • • • • • • • • IG SPACER =v: 9 :it , STATE OF : W 9 SIKAFLEX 552 00 11 1/2' GLASS BRE • • ' 30 • • • GLASS TYPE B SASH GLASS WINDOW SYSTEMS l5 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 GLAZING DETAILS TEF 10/11/13 VG # REV.: CWS -869 C `4LE SHEET 1:1 2 OF 6 8200 PVC HORZ. SLIDER IMPACT z 3 azawo Mal3 • •� 0 zo9'•itr+3!uz, •ez 10 aco3}0�3m HW < 0 0 •Z 0U)F-zal-coif Z30 - • i• R •� (a 00 WO Hz �00Le bz 230W a of 0 m • •m OW 0 0TllDtat�n w •• •a z= :•" V) a o fad • • • • • • tttttetiit��i�� • ��tt ,4i�i Pp1,4�RE, �:• ; • i� . No 58201 =v: 9 :it , STATE OF : W 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 GLAZING DETAILS TEF 10/11/13 VG # REV.: CWS -869 C `4LE SHEET 1:1 2 OF 6 INTERIOR INTERIOR SECTION VIEW A -A SECTION VIEW B -B SECTION VIEW C -C ALTERNATE FIN FRAME HEAD IMPACT HOOK (TYP.) MIDSPAN OF SASHES (ITEMS 44 6 46) WINDOW SYSTEMS L 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT JAMB IMPACT HOOKS (ITEM 42) OR ROTARY LOCKS (REM 23) LOCATED AT THIRD POINTS. X i NOTES: EITHER IMPACT HOOKS OR ROTARY LOCKS MUST BE USED IN BOTH JAMBS OF FLANGE UNITS. ONLY ROTARY LOCKS MUST BE USED IN BOTH JAMBS OF FIN UNITS. M HEAD IMPACT HOOK AND JAMB IMPACT HOOK/ROTARY LOCK LOCATIONS 1:20 zz 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SECTION VIEWS DRAWN BY: I DATE: TEF 10/11/13 CWS -869 C ALE: SHEET 1.2 3OF6 • •4 Z 3. az3 • • • • H •W aW0 �WaW z04i� SECTION VIf 'b Q Q m 3} m zm. _ JAMB ROTARY LOCKS . •ZSZ � W ZIM10 •••••• • O va~ JAMB ROTARY LO I�$ bA O 0 U I s a MAY BE SUBSTIT�iE� JAMB IMPACT LOCKS ONFrANIGE UNITS. • • 't • 0N Or O ? REQUIRED ON FIR UNITS. � � < 3 L vi • • •• •• • • • - ao LL J y !- ?=0.002y s•s••• •o O =~a Lud • • • a • 1- •a • • • • • • • • • • N11111 19#08W 91f/REWff ff�i f'. • • `�11POi .•` 5 0.7'+ •�� SF•. • • • . �VP; y� • No 58201 : 9 O: STATE OF O R 10 JAMB IMPACT HOOKS (ITEM 42) OR ROTARY LOCKS (REM 23) LOCATED AT THIRD POINTS. X i NOTES: EITHER IMPACT HOOKS OR ROTARY LOCKS MUST BE USED IN BOTH JAMBS OF FLANGE UNITS. ONLY ROTARY LOCKS MUST BE USED IN BOTH JAMBS OF FIN UNITS. M HEAD IMPACT HOOK AND JAMB IMPACT HOOK/ROTARY LOCK LOCATIONS 1:20 zz 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SECTION VIEWS DRAWN BY: I DATE: TEF 10/11/13 CWS -869 C ALE: SHEET 1.2 3OF6 PARTS LIST ITEM PART # IDESCRIPTION 1 H-6049 Main Frame, SH/HS, Flange, PVC 2 H-1681 Fixed Rail, Heavy Duty, Aluminum 3 S-6077 Cover, HD Fixed Rail, PVC 5 P-4638 #8 x 2 1/2' Ph Mod Truss Type A' 6 P-3342 Seam Sealer, SM -5504 7 S-1776 Roller Track 8 S-6013 Screen Adapter, Jamb, PVC 9 S-6014 Screen Adapter, Head & Sill, PVC 10 P-4479 Weep Cofer w/ Flap 11 5-6064 Glazing Bead 12 H-6050 Sash Meeting Rail, PVC 13 H-6051 Sash Pull Rail, PVC 14 1 H-6052 ISash Top/Bot. Rail, PVC 15 16 17 18 19 20 23 24 25 26 27 38— T9 33 34 35 36 VENDOR Mikron Mikron Mikron Mikron Rkron Mikron PVC Alum PVC Steel 2 1 Silicone Alum PVC PVC PVC MUM - FI -1699 Reinforcement, Sash Pull Rail Keymark Alum P-3429 Wstp., 0.270 x .187 back FinSeal, Grg Ukrafab P-3752 Cap Plug, 1/2" Hole P-3783 Lock, Impact, PVC Interlock 42 P-4051 #8 x 1 1/4" Ph Flat Tek, Wht. Fastenal Steel P-4069 Keeper, Impact, PVC Interlock Keymark P-3539 #8 x 3/4" Square PH Tek, Wht. Fastenal Steel P-4958 Rotary Lock Interlock 45 P-4633 8-32 x 1/2' Bartel Fastener Interlock Steel P-4952 Keeper, Rotary Lock Interlock Keymark P-4779 Roller, Tandem M&M Nylon P-3641 #8 x 1/2" Quad PH TEK 2 Zinc Fastenal Steel ^ut.ASS SEE SHEET CARDINAL GLASS Purfect Glaze "H" or Sikaflex 552 Henkel/Sika Silicone P-3028 Set. Blk., 85 Dur., 1/8" x 7/8" x 2" Lg. Frank Lave Rubber P-3218 Screen Frame Allmetal RollForm P-4754 Screen Comer Key Allmetal Nylon P-4755 Screen Comer Key w/Safety Tab Allmetal Nylon P-3029 IScreen Pull tab Summit 40 P-3113 IScrew Support, PVC Team Plastics Rubber 41 P-3752 Cap Plug, 1/2" Hole M&M Nylon 42 S-1577 Impact Hook, Frame, Jamb Keymark Alum 43 S-1112 Reinforcement, Head, Jamb Keymark Alum 44 S-2000 Impact Channel, Sash Keymark Alum 45 P-3748 #6 X 5/8 Ph FH TEK, Zinc, Painted Ajax Steel 46 S-1999 Impact Hook, Frame, Head Keymark Alum 47 H-6048 Main Frame, SH/HS, Fin, PVC Mikron PVC 48 S-6055 Roller Track, PVC, (Anti -lift) Mikron PVC 49 P-5250 Lock, Impact, PVC, w/Flipper Interlock PVC SCREEN CATCH - 6013 50 P-4730 #8 x 1/2" Ph Mod Truss TEK Fastenal Steel PVC FRAME FLANGE -6049 3 � I J 3 1l8' 3 9/16' O 1/16' 17/8" F 1 L 1/16' HD MTG RAIL -1681 CORNER CONSTRUCTION CORNER WELD (ALL SIDES) 1:8 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER PVC FRAME FIN -6048 IMPACT 6 1 15/16• 1 3/16" 5To • .� i 3 a Z 3 23/16' � 23/16'• �• OWO mW74 7 14 I 3 ZO�•��^ 13 ^ • F-Q-uN132m5/8' 1 5I/8" �1 5/8' `15/16' • •Z • Z = MQ•�=O L1/16• I 1/16• 1/1 s' • O V y Po ( aJLLL •p Z-yL"z-z y_ PVC SASH MTG. RAIL -6050 PVC SASH SIDE RAIL -6051 PVC SASH TOP/BTM RAIL -6052 PVC HD MTG RAIL COVER- 6077 FD(Fjp•NI��1'I RAIL • 1 O Z s:J OZ Z �3}0•:�ie:+zU 3/16' SCR IXO & I -RNP R IL : • •, • Q = O - OUTERFRAME Q it ~ to O� •••RBr• • •�• 00 ,W O •—• LLrnw O_jmi— •• •• • d• Z=D.••�Q/3 rq O rJ� 6' _ I 3l� •a ~ d •3 W em 15/16' 1• 15 1 • 46 t :*moos L 1/16• 15/is" 1/16" • 7/8' 1/16' SASH MTG. RAIL -1497 • • • P - vyF^S PLAN VIEW -1999 }— SASH REINF. - 1699 • • z fb No 56201 •• •' HEAD IMPACT HOOK - 1999 • j 3/4'CO 3/18" 3/16' O 16 7 '90�� STATE OF "&I iA'•• C 4fj �- 6" -I 1/16" ��i C� •< O R 'O�•' \"r� 7� 5/8• S.B.R./S.S.R. - 1498 ROLLER TRACK - 1776. ,,1,40/oNrA%- E 0% �— 1/4' PLAN VIEW -2000 PANEL IMPACT CATCH -2000 11 j-7/8.1 7/8" IZ 0 3/16' }— 9/16 3 Q PVC GLAZEBEAD - 6064 L1 A 1/16• 9/22/2017 LUCAS A. TURNER, P.E. GLAZE BEAD -1112 1/2• 1 1/8 �j FL PE # 58201 t 5116' q �L.i��-, `1 �8J � 3/8• n I� 1 5/16• {..6, „ 1 „ _ ® 1239 JABARA AVE. NORTH PORT, 34288 v16_"' f_�`I=�L�- -1 PH. 941-380-1574 }_ 1/16' PVC SCREEN CATCH - 6013 1/16• SHEET DESCRIPTION: PVC ANTI -LIFT - 6005 PLAN VIEW - 1577 ALUM SASH IMPACT HOOK- 1577 BOM AND EXTRUSIONS r1 1/6, y 5/16', I 3/16' � j� 3' �-I � 1/2' I L 9 DRAWN BY: DATE: ao T— 1/16• TEF 10/11/13 F SCREW SUPPORT -3113 PVC SCREEN SUPPORT -6014 DWG #-. REV.: CWS -869 C LINE ITEMS NOT USED: SCALE: SHEET 4,38-39 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 1:2 4 OF 6 3- (TYP.) 6" MAX. (TYP.) 3- (TYP.) 6" MAX (fYP.) 17' MAX O.C. (TYP.) 16 1/4'SEE NOTE 2 MAX O.Cj (1YP.1 ANCHOR LAYOUT - (FLANGE) INSTALLATION ANCHOR (TYP.) 4' MAX. (TYF 4- MAX. (TYF 8 - MAX D.C. (TYP.) • ANCHOR LAYOUT - (FIN) • •: • •: • WINDOW SYSTEMS B 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT • • O ZQ ir z O Ow0 cwpu X X 1 • ANCHOR LAYOUT - (FLANGE) INSTALLATION ANCHOR (TYP.) 4' MAX. (TYF 4- MAX. (TYF 8 - MAX D.C. (TYP.) • ANCHOR LAYOUT - (FIN) • •: • •: • WINDOW SYSTEMS B 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT • • • 1-0 ZQ ir z O Ow0 cwpu • aw ZI m 1-w �y�p Z lo •Z O � ZO f U •• O� �•00 w • • •—• a• O LLNw J(nF- i=0.••�m w~� •(L ,To � LL 'ft • • • • • • • lljll►IIf /IfJff a/ DNORE W >Sy_ • • • 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 6. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 6. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND 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 WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) N : No 58201 'At v: ae Ot• STATE OF .:4J4i 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 ANCHOR SCHEDULE AND NOTES TEF 1 10/11/13 CWS -869 C ALE: SHEET 1.25 5 OF 6 INSTALLATION ANCHOR SEE TABLE 1 1/4' MAX. SHIM SEALANT BEHIND FLANGE BY INSTALLER INSIDE PERIMEA OUTER ET�NT VIA MIN. EMBEDMENT BY INSTALLLL ER SEE TABLE 1 SUBSTRATE BY OTHERS J r SEE TABLE 1 MIN. EDGE DIST. \ SEE TABLE 1 �A 1 VERTICAL SECTION 6 TYPICAL SILL ANCHORAGE MN. SOUTHERN PINE (G=0.55) KSI YIELD MIN) ALUM. (6063-T5 MN.; STEEL (33 KSI MN.) u11N. SOUTHERN PINE OR TYPE rrw TAPCON ELCO ULTRACON WOOD SCREW INSTALLATION SEE TABLE 1 SELF-DRLLING SCREW BADE 5 SELF-TAPPNG / NG SCREW MIN. EMBEDMENT SEE TABLE 1 1/4" MAXSHIM— -SUBSTRATE BY OTHERS SEE TABLE 1 1 MIN. EDGE DIST. SEE TABLE 1 L: PERIMETER SEALANT BYINSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER �� HORIZONTAL SECTION 6 TYPICAL JAMB ANCHORAGE ERIMETERSEALANT BYINSTALLER 1' 1" INSIDE AND OUT 1-3/8" 1 7/8" MIN. EDGE DIST. SEE TABLE 1 TYPICAL HEAD ANCHORAGE SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST. 1/4" MAX. SHIM SEE TABLE 1 SUBSTRATE BY OTHERS W W W.CWS.CC SEE TABLE 1 - MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED MIN. EMBEDMEI PERIMETER SEALANT SEE TABLE 1 BY INSTALLER INSIDE AND OUT 1-1/2" 1/2" MIN!EMBQbMENT • •••••• SEALANT BEHIND FLANGE BY INSTALLER 1/4" MAX. SHIM INSTALLATION ANCHOR SEE TABLE 1 1/4' MAX. SHIM SEALANT BEHIND FLANGE BY INSTALLER INSIDE PERIMEA OUTER ET�NT VIA MIN. EMBEDMENT BY INSTALLLL ER SEE TABLE 1 SUBSTRATE BY OTHERS J r SEE TABLE 1 MIN. EDGE DIST. \ SEE TABLE 1 �A 1 VERTICAL SECTION 6 TYPICAL SILL ANCHORAGE MN. SOUTHERN PINE (G=0.55) KSI YIELD MIN) ALUM. (6063-T5 MN.; STEEL (33 KSI MN.) u11N. SOUTHERN PINE OR TYPE rrw TAPCON ELCO ULTRACON WOOD SCREW INSTALLATION SEE TABLE 1 SELF-DRLLING SCREW BADE 5 SELF-TAPPNG / NG SCREW MIN. EMBEDMENT SEE TABLE 1 1/4" MAXSHIM— -SUBSTRATE BY OTHERS SEE TABLE 1 1 MIN. EDGE DIST. SEE TABLE 1 L: PERIMETER SEALANT BYINSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER �� HORIZONTAL SECTION 6 TYPICAL JAMB ANCHORAGE ERIMETERSEALANT BYINSTALLER 1' 1" INSIDE AND OUT 1-3/8" 1 7/8" MIN. EDGE DIST. SEE TABLE 1 FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, SUBSTRATE BY OTHERS SEE TABLE 1 WINDOW SYSTEMS L_--ZI 1900 SW 44TH AVE. OCALA, FLORIDA 34474 1/4" MAX. SHIM THRU 0.060" 7/16• W W W.CWS.CC - MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED ...... 8200 PUG • INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. THRU 0.125" rORZ" SALUXR 1-1/2" 1/2" MIN!EMBQbMENT • •••••• • IMPACT•• SEE TA F•1 L7-'--INSIDEAND BE;V#AfA6EALANT• OUT • • • W LU 0 • Ow • wg O• m Q u)) 3 }Ag Z _ u! 2 ~ INS1*A�L�,%ANCHOR •z L � •O •OHOV�O SPWJABirit SEALANT BE IND FIM&Appf'tLER U)- O U U) Fi z a tiN a z~ N Z O 0 HORIZONTAL \ SECTION • • Q ? LL Q� Z 8 TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR PIN INS. RL�ATION • QO HpO F 2 K � to •• • •W 000=�10WNW • •a•�=a 'rO2a) O W~K w=w>_ H 3CL a a it 010919111"�%0 tjOREW��4 �� P No 58201 ":�-A O: STATE OF -FW K_D1 HORIZONTAL SECTION 6 BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION 1-3/8" 7/8" FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, FULL THREAD UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: THRU 0.060" 7/16• - MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED FULL THREAD 7/16" INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. THRU 0.125" -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS 1-1/2" 1/2" SHOWN FOR FLANGE WINDOWS. 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 INSTALLATION DETAILS TEF 1 10/11/13 CWS -869 C ue: SHEET 1.2 6 OF 6 ' TYPICAL HEAD ANCHORAGE BY INSTALLER MN. EDGE DIST. SEE TABLE 1 SEE TABLE 1 SUBSTRATE BY OTHERS Vf &TAB►lb 1 • SEE TABLE 1 MIN. EMBEDMENT PERIMETER SEALANT SEE TABLE 1 BY INSTALLER MIN. EDGE DIST. INSIDE AND OUT SEE TABLE 1 SECTION SILL ANCHORAGE • O � O a. Z = IY -H aF•!nd C� SEALANT BEHIND • FLANGE BY INSTALLER 1/4" MAX. SHIM INSTALLATION ANCHOR SEE TABLE 1 1/4" MAX. SHIM SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT MN. EMBEDMENT BY INSTALLER .0000* SEE TABLE 1 INSIDE AND OUT • 4HORZ. SLID.ER • • Vf &TAB►lb 1 • SUBSTRATE BY OTHERS z • a Lu • Z• W LU p• **r q W SEE TABLE 1 BY IIIBtpA-IFR IN SI DE4%qUT -{ MIN. EDGE DIST. �\ / A \ VERTICAL 5 TYPICAL SEE TABLE 1 SECTION SILL ANCHORAGE INSTALLATION SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 1/4" MAX.SHIM- -SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 PERIMETER SEALANT BYINSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER �� HOR¢ONTAL SECTION 5 TYPICALJAMBANCHORAGE PERIMETER SEALANT BY INSTALLER INSIDE AND OUT MIN. EDGE DIST. SUBSTRATE SEE TABLE 1 BY OTHERS 1/4" MAX. SHIM SEE TABLE 1 01.00 WINDOW SYSTEMS Liu' 1900 SW 44TH AVE. WWLA wS.CC ORIDA 34474 .0000* 8200 M• •• • MIDI. EMBEDMENT • • 4HORZ. SLID.ER • • Vf &TAB►lb 1 • • • IMPlagT• • z • a Lu • Z• W LU p• **r q W •O PERIMETER SEALANT BY IIIBtpA-IFR IN SI DE4%qUT w Z O Z 0)_ —� • a (n 3 P-400d� 3 m ANLATON ANCHOR o •O SEE7ABtL9i S • O � O a. Z = IY -H aF•!nd FIN,BYY�INSTK ER z O C7 o - ZpQ to • Z LL (HCl HORIZONTAL SECTION • •Q W 0O = LLO O TYPICAL 5 FIN ANCHORAGE • • HEAD AND SILL SIMILAR FOR F14 INSWALWTION < 7 a x � � •• • • =�•p YYYOJU X 4Z-�W aa-=cn o wow>- aF-0 s a Iiai- I DHORIZONTAL SECTION 5 BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, JP 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. -v, S:?-' 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 INSTALLATION DETAILS ADE 1 10/10/13 CWS -871 C ^' E' SHEET 1:2 5 OF 5 1/4/2018 Florida Building Code Online w 11.11 1 "Ire BCIS Home I Login I User Registration I Hot Topics I Submit Surcharge I Stats & Facts H 'da Product Approval USER: Public User r Dog GRole,ou lepam Product Aooroval Menu > Product or Aoolication Search > Aoolication List > Application Detail • FL # FL16177-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived C Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 245 kpine@cws.cc Kevin Pine kpine@cws.cc Jay Lathrop 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 Windows Subcategory Single Hung I r-1, n7t, OBPRNoNE geour 08PR g8PR DIVISIONS CONTACT DBPR Compliance Method 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 Certificate of Independence Referenced Standard and Year (of Standard) Chi Validation uiealalist+HaYdc goy • • • go FL16177 R2•ir�Eyj!196&81" e • • Standard • • • • • • • • • • AAMA/WDM{ CSAt•/101/IyS.2/A440-08 ASTM E1886-05 • • • • • • • • ASTM E1996-09 • • • • • • • • PA TAS 201/202/203 • • • • • • • 0:0 • • Equivalence of Product Standards • • • • • • • ' • Certified By ��•� i i �•••• ••• • • • ••• • • https:/twww.floddabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvyf4ngAXh10y8QtjDbmBiPrafAGHlxlsgtjUObEAbzoQ%3d%3d Year 2008 2005 2009 1994 1/2 1/4/2018 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida Building Code Online Method 1 Option D 09/28/2017 09/29/2017 10/03/2017 12/12/2017 FL # I IModel, Number or Name Description 16177.1 SH -8100 PVC Single Hung SH -8100 PVC Single Hung Impact Resistant window. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16177 R2 II CWS-812C.pdf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +70/-70 Evaluation Reports Other: SH -8100 PVC Impact, no sill anchors required. Safety FL16177 R2 AE EvalRenort812C.pdf glazing required on outer lite above 30 ft. in HVHZ. Glass Created by Independent Third Party: Yes complies to ASTM E1300-04. Back Next Contact Us :: 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 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 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 here . Product Approval Accepts: 50 M Credit Card Safe ....... . .. .. . ......... .. .. ... .. . .... . ... . ... . . .. . .. . .... .... ....... . a so: . . • . ..... . ... a as a• ••• .0 :• •: aa• a https:/twww.floddabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvyf4ngAXhlGy8QtjDbmBIPrafAGHlxlsgtjUObEAbzoQ%3d%3d 2/2 TURNER 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, 517/8" x 613/4" unit size, +/-70 PSF, no anchors in sill Manufacturer: Custom Window Systems, Inc. 1900 SW 44`h Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 6`b 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 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 (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 17-0206.101 1 I have evaluated the materials in these NOAs and find that they comply with the requirements of the 6`h 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. %MP yN e. • • • • i • • • ,, G �y.. ••.•./�I• • • • • Lucas •-f • No 58201 • .. Turner _ �.. • ::• • 2017-08-3013 AT OF ' ••� 16:11+20:00 '•,Q,�•.,� ' ;.=�"��' ':'8724/20177 .F '•. O R lo1 O.. {� . Lucas A. Turner P.E. S �0''�, nM ��; ; •;• ;FL pE #58201 SINGLE HUNG - LARGE MISSILE IMPACT — OVERALL FLANGE HEIGHT B I 61 3/4" 1 MAX UNIT HEIGHT I 30 3/16' I MAX SASH HEIGHT I TABLE OF CONTENTS 53 1/8' MAX. OVERALL FLANGE WIDTH 51 7/8" MAX. UNIT WIDTH 47 11/16' GLASS DLO A !— GENERAL NOTES & ELEVATIONS ..... 1 GLAZING DETAIL ................................ / SECTION VIEWS................................. 3 EXTRUSIONS & B.O.M........................4 t/\ ANCHOR SCHEDULE & NOTES.........5 OCALA. FLORIDA 34474 INSTALLATION DETAILS....................6 WWW.CWS.CC O I I X A — 451/16" — GLASS DLO 48 3/8' MAX. SASH WIDTH B 2613/1 GLASS DLO 26 7/8' GLASS GENERAL NOTES: oKlbYlYl 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED m j/ / j TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT WINDOW SYSTEMS L`� EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA. FLORIDA 34474 IN ASTM E 1996 PER THE FBC. WWW.CWS.CC 2. GLAZING OPTIONS: (SEE SHEET 2) * • •0 • 810aevro•SINGLE . • • ••• 3. CONFIGURATIONS: "O/X".• HYING 4. DESIGN PRESSURE RATING: • • • • • • IMPpHU -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESS gr 4W • • GLASS TABLES ASTM E -1300-04e01/09. • LARGE MISSILE IMPACT -POSITIVE DESIGN LOADS BASED ON, TESTED PRESS&*- ARrER z •"• s• INFILTRATION TEST PRESSURE AND GLASS TABLES • • • • • • m w O•p p O ASTM E -1300-04e01/09. • • • • • W J W !4k= •••• • 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT B��f� SED w ` zOz• •F W � IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FORMA • c O •z1: m •O � DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS"EOR WOOD DFi ANCHOR CALCULATIONS. • 00 O U • • • • •"• O F•3 N 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHL:FrEF& P&E • Q H LL �� •� NOT REQUIRED.: •�r 230w—=Ozp9 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOIN? jl�& *ALANT •• u • O t/�p W 0) USED AT FIXED MEETING RAIL AND JAMB. • &• 4 = ww 0 O NSCL � 8. SERIES / MODEL DESIGNATION SH -8100. x ~ tr W3 w d F- 0- x d 9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: Ituuts" ��!or X = OPERABLE SASH, O = FIXED SASH O,PNORE 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR : (�Q?'\�CE NSF'' pY' LOCATION. v : No 58201 11. EXTERNAL WEEP SLOT = 1/4"x 1-1/4' LOCATED 4" FROM BOTH ENDS. - LucasTurne r 2017-09-22 13:36-04:00 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 GENERAL NOTES AND ELEVATIONS BAT 06/18/12 JG #: REV.: CWS -812 C ALE: SHEET 1:15 1 OF 6 DESIGN PRESSURE MAX. UNIT SIZE IMPACT RATING RATING 51-7/8" x 61-3/4" +/- 70 PSF LARGE MISSILE IMPACT LucasTurne r 2017-09-22 13:36-04:00 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 GENERAL NOTES AND ELEVATIONS BAT 06/18/12 JG #: REV.: CWS -812 C ALE: SHEET 1:15 1 OF 6 .L INSULATED GLASS .ED OR TEMPERED \CE kTED GLASS ED TERLAYER BY DUPONT ED IRASEAL AZE'H' OR SIKAFLEX 552 BRE SASH LITE -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 OUANEX DURASEAL IG SPACER PURFECT GLAZE 'H" OR SIKAFLEX 552 1/2' GLASS BRE `'O g ORE W �• P T �'y Gni +v : No 58201 •'�11 L :*Z 7O: ••STATE OF �4u4/` ,;Z7-- 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 GLAZING DETAILS BAT I 06/18/12 CWS -812 C ALE: SHEET 1:1 2 OF 6 WINDOW SYSTEMS ffl 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8100 PVC .' 'SINGLE HUNG ' IMPACT, • •..�•• • a z �•d+�3 •••••• •F- ow U) a, .. •••• • au)3r0ir;oo z O OHz=2�fpo RW •••••• • •O UyI+S� ina ••'••' • •z • Z—y ZhZ)W boa v - ZZDLLU �••�•� Q •r <3LLpw3XO- • • • • • • 311 !D 00 LLmLs L'u LFu- ?=g•a1Q m •• • �• •g =� w=� a a iia `'O g ORE W �• P T �'y Gni +v : No 58201 •'�11 L :*Z 7O: ••STATE OF �4u4/` ,;Z7-- 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 GLAZING DETAILS BAT I 06/18/12 CWS -812 C ALE: SHEET 1:1 2 OF 6 SECTION A -A NOTE: ITEMS NOT SHOWN FOR CLARITY: 20, 2526, 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. 20�mffl 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.cws.cc • epee ....SINGLE ...... ...:.. 8100 PVC HUNG • ¢ o (DW o . C,, .... •• • •L z a(A }Oit m aawoo Zx • • • .. .. .a • vm"Z�'�v~ia Z- s •• ••••••• a �Z-ZLLa(n V o•> o?a3 j. ir •'• • •• • w LL Naw w WF "ami •• • •a F a if3w� a ,z-�L 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 )PAWN BY: DATE: BAT 06/18/12 )WG#: REV.: CWS -812 C SCALE: SHEET 1:2 3OF6 2 11/16" v 1/16" 0 PVC FRAME FLANGE -6031 7/8• sns• jr7V • REINF., IMPACT HOOK- 1112 x b/6" x x 74 1 P.3541 1#8 x 1/Z-, Pan Head, TEK 1 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 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 1 5/16" 0 7/8• �- 1/16" PVC SASH STOP - 6025 3/16' 1 73 T 1/16• REINF. S.B.RJS.S.R. - 1498 5/16"--�j �f 1 10 5/8' �q L 1/16• PVC SASH BTM. RAIL -6028 �I 1 1 5J8• 1/16• PVC SASH SIDE RAIL - 6004 1/2•T/8"1 18 1/16" PVC SCREEN CATCH - 6013 3/4• 3 15/16' 1/16' L REINF. BTM RAIL -1699 0 3/16' 8100 PVC (ALL SIDES) • • • 1:� O , 5/16• 7/8' 6 nfi' v1s• i -- 5. IMPACT HOOK • . •• S-1577 aN3}oz3m p zp=Vl 2F�•i 7—� 2 3/16' 8 7 1 5/8" 1/16' PVC SASH TOP RAIL -6027 1 1/2' 1 2 1/8' � 7/16' FIXED RAIL - 1836 9/16' 16/16" 045" PVC FIXED RAIL COVER - 6063 5/8 REINF. TOP RAIL -1497 FRAME CORNER CONSTRUCTION WINDOW SYSTEMS ffl 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC CORNER WELD 8100 PVC (ALL SIDES) • • • 1:� • *SINGLE HUNG • • IMPACT. • .. .P • aop: yj� z 3• • 4[!�� uj Lu zo�"��•3� • . •• .� z aN3}oz3m p zp=Vl 2F�•i • Q�T�•• • F SCRODETHER WITR RpAME • O n o •� OHO ��-4•� Co. Z–NFl0y;V• pZ V- -0 LL U �30� ypit jDz 1 1/8'x{ • 5/16' r 19 1/16• PVC SCREEN SUPPORT - 6014 r i�7/8• L PVC GLAZING BEAD -6064 t/z•�3/76• r0 0 SCREW SUPPORT -3113 z z�IaN00WLu a1- • g W 1- • 0.} • 2 Lu U) • d d n r 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-38D-1574 BOM AND EXTRUSIONS BAT 1 06/18/12 CWS -812 C �E SHEET 1:2 4OF6 6" MAX. (TYP.) 17" MAX. O.C. (TYP.) 6" MAX. (TYP.), 1 1 1 10 1/2" MAX. O.C. SEE NOTE 2 O II I -INSTALLATION ANCHOR (TYP.) ) �I 1�-- LMTG RAL 10 vI X MAX. O.C. (TYP.) I A I [u, 4" (TYP.) -- -- --- 4" (TYP.) NO ANCHORS REQUIRED IN SILL ANCHOR LAYOUT - (FLANGE) 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 MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 6. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL 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/HAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) /---El 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 ANCHOR SCHEDULE AND NOTES BAT 06/18/12 VG #: REV.: CWS -812 C ALE: SHEET 1:15 5 OF 6 WINDOW SYSTEMS ffl 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8100 PVC .' 'SINGLE HUNG . 0000 •• • OR IMFFAC1." • • • •••••• OR • Q Z �••�Z•3 •••• • •� Z 111 O ow4 W 0 • Q Z W ZO �--I- • • •• •••• • • z QN�Z}0w zI �= OHO 00 •••••• • s • •g a. • s• •• • • Z0 z Z- �Z�}}��_ O Zdj'Z'dU •••••• . •• Q • p LL um Z o <30F9yo_ - 44 • • �' • 0 LL Ln (nDWV)W 0 F- •• • uj 0-2 } •• • •$ d a Lu - Lu 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 MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 6. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL 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/HAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) /---El 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 ANCHOR SCHEDULE AND NOTES BAT 06/18/12 VG #: REV.: CWS -812 C ALE: SHEET 1:15 5 OF 6 TYPICAL HEAD ANCHORAGE SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SEALANT- BYINSTALLER INSIDE AND OUT SEALANT BEHIND - FLANGE BY INSTALLER INSTALLATION SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 MIN. EMBEDP SEE TABLE 1 1/4" MAX SHIM CONTINUOUS DOUBLE 3116" BEADS OF TREMGLAZE U1600 SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND BUCK BY INSTALLER. 1/4" MAX SHIM SEALANT BEHIND FLANGE BY INSTALLER �7 PERIMETER SEALANT MIN. EMBEDMENT BY INSTALLER SEE TABLE 1 INSIDE AND OUT SUDSTRATE BY OTHERS SSE TABLE 1 W/AMIN.EDG MIN. EMBEDMENT SEE TABLE 1 SUBSTRATE BY OTHERS 1/4" MAX SHIM SEE TABLE 1 MN. EDGE DIST. ANCHOR TYPE MIN. EMBEDM 8100 PV`► CONCRETE (2.0 KSI MN.) 3/16" ITW TAPCON 1-1/2" 1-1/8" HOU-0 DIST. SEE TABLE 1 " �A1 VERTICAL SECTION 1" 6 TYPICAL SILL ANCHORAGE MIN. EMBEDMENT SEE TABLE 1 SUBSTRATE BY OTHERS 1/4" MAX SHIM SEE TABLE 1 MN. EDGE DIST. ANCHOR TYPE MIN. EMBEDM 8100 PV`► CONCRETE (2.0 KSI MN.) 3/16" ITW TAPCON 1-1/2" 1-1/8" HOU-0 rrW TAPrnN" 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' ITW TAPCON 1-3/8" 7/8" aNZ••Orym OR ELCO ULTRACON Z 2X MIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8" 7/8" 16 GAUGE (0.060") MN. STEEL STUD #10-16 HLTI KW I( -FLEX OR INV FULL THREAD •0 Q (33 KSI YIELD MIN) TEKS SELF -DRILLING SCREW THRU 0.060' 7/16, 1/8" ALUM. (6063-T5 MIN.) OR #10 GRADE 5 SELF -TAPPING / FULL THREAD 1/8" STEEL (33 KSI MN.) DRILLING SCREW THRU 0.125" 7116" MIN. EMBEDMENT SEE TABLE 1 SUBSTRATE BY OTHERS 1/4" MAX SHIM SEE TABLE 1 MN. EDGE DIST. ggmffl 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8100 PV`► SEE TABLE 1 • "'SINGLE HUNG INSTALLATION ANCHOR SEE TABLE 1 • •• • • • • • immer. • f •••••• • VINSIDE 0 • Q Z VIM, •••••• •FI pWQs aWmp •••••• MEALLER 1.l•ANT •• g aNZ••Orym STALLER Z �? Z = O ARD(fU►• • • •Q ® O ~ �(1 � jQ It U ► ANTiBEHl114' FLANGE BY INSTALLER • ' •0 Q z - N1 zF to O Z NY •••:•: •� U <30LU 0Z �\ / e HORIZONTAL SECTION ' 6 tp j�Z O �� TYPICAL JAMB ANCHORAGE • • •j Gl Q-' W • •'• ' 2' 2yll• QJAF • L F a w W a PERIMETER SEALANT BYINSTALLER (-Z-Z-/— INSIDE AND OUT �\ / y l HORIZONTAL SECTION 6 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. v : No 5820 �•� a 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 INSTALLATION DETAILS BAT 06/18/12 VG #: REV.: CWS -812 C .ALE: SHEET 1:2 6OF6