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324 Aquatic Dr RES21-0378 Windows, DoorOWNER:ADDRESS:CITY:STATE:ZIP: MEEKER MICHELLE ANDREA 324 AQUATIC DR ATLANTIC BEACH FL 32233 COMPANY:ADDRESS:CITY:STATE:ZIP: FHIA FLORIDA HOME IMPROVEMENT LLC 4070 SW 30 AVE FORT LAUDERDALE FL 33312 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 171818 5108 AQUATIC GARDENS JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 324 AQUATIC DR RESIDENTIAL WINDOWS/DOORS 4 WINDOWS AND ONE DOOR $11998.00 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $110.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $55.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.48 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 1 of 2Issued Date: 1/13/2022 PERMIT NUMBER RES21-0378 ISSUED: 1/13/2022 EXPIRES: 7/12/2022 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 TOTAL: $169.48 2 of 2Issued Date: 1/13/2022 PERMIT NUMBER RES21-0378 ISSUED: 1/13/2022 EXPIRES: 7/12/2022 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $169.48 RES21-0378 Address: 324 AQUATIC DR APN: 171818 5108 $169.48 BUILDING $110.00 BUILDING PERMIT 455-0000-322-1000 0 $110.00 BUILDING PLAN REVIEW $55.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $55.00 STATE SURCHARGES $4.48 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.48 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL FEES PAID BY RECEIPT: R18497 $169.48 Printed: Thursday, January 13, 2022 8:59 AM Date Paid: Thursday, January 13, 2022 Paid By: FHIA FLORIDA HOME IMPROVEMENT LLC Pay Method: CREDIT CARD 573801222 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R18497 ~+; CENTRALSQUARE 1 IMPORTANT PERMIT AND INSPECTION NOTES BUILDING. 1. The City Sea Turtle Protection Ordinance applies where land either has frontage on Beach Avenue, the Cloister Condominium, or is located eastward of Seminole Road from 20th Street northward to the City Limits. 2. No fill dirt can be delivered without prior approval from Public Works. Per COAB, 24-68. 3. The bottom of all foundation footings must be minimum 12 inches below existing grade, per COAB, 24-68 and FBC-B, Section 403.1.4. Site conditions may require footings to be deeper or higher above finished grade. Please review COAB Bulletin 1-16 to ensure minimum Finished Floor Elevation (FFE). 4. Fill dirt inside foundation walls must be compacted in 8-inch lifts, per FBC-R506.2.1. Please submit compaction tests, from a third-party testing agency, for every 16 inches of fill or fraction thereof. 5. At Final Inspection, a 6-inch clearance between exterior wall coverings and final grade (top of sod or mulch) will be required, per FBC-R318.7. Please plan FFE and lot grading accordingly. 6. Where questionable soils are found, during inspection, soil and compaction tests may be required, per FBC- R401. 7. Please provide a form-board or stem wall elevation form, from a licensed surveyor, for slab inspection. 8. Please review COAB Bulletin 2-18 to determine if a survey with setbacks and dimensions to property lines is required for slab inspection. 9. The placement and protection of steel reinforcement (Rebar) must comply with FBC-R606 (Masonry) and R608 (Concrete), including required Standard Hooks at top and bottom of vertical rebar. 10. Inspections: a. In-Progress Inspections are required for Exterior Siding and Window and Door Inspections and should be scheduled for the first day of work. b. A Scratch-Coat Inspection is required for stucco work. If you intend to apply a double-up, brown - coat, please call the Building Department to schedule a same-day Scratch-Coat Inspection. c. All roofing projects require an In-Progress Inspection, Residential and Commercial. d. The roof must be complete and the building dried in before scheduling rough trades inspections. 11. The joint tape for ZIP Board products is considered the dry-in or House Wrap for the building and must be inspected before covering over. All holes and penetrations in the sheathing and overdriven nails must be sealed. 12. Please post the building permit documents in a conspicuous location, before start of construction, including the Building Permit, Notice Of Commencement (NOC), and Construction Site Management Plan. The Police Department may review the management plan for compliance and parking. 13. Blocking any sidewalk or street is prohibited without prior approval from the Police Department and City Manager. 2 14. All work must match the approved plans. All changes to the approved plans must be re-submitted for plan review and approved before it can be inspected. Building inspectors are not authorized to approve changes to the approved plans in the field. (See Mechanical) 15. Where excavation is required for new construction, the provisions of FBC-B, Section 3307 will apply, including a 10-Day prior notice to adjoining property owners and protection of adjoining properties. Where the excavation exceeds 24 inches, temporary retaining walls must designed by the Engineer Of Record (EOR) and installed during or immediately after excavation. 16. Stairs and hand rails (FBC-R311), and guard systems (FBC-R312), as hazardous locations, must meet Code exactly, including graspable handrails. 17. Safety glazing must be installed in hazardous locations, per FBC-R308.4 or FBC-B, Chapter 24. The permanent identification mark must be visible after installation and read “Tempered”, “CPSC 16 CFR 1201”, or ANSI Z97.1”. EXISTING BUILDINGS – REMODELS, RENOVATIONS, ADDITIONS, CHANGE OF OCCUPANCY. 1. Existing buildings are reviewed and permitted under the Florida Building Code-Existing Buildings (FBC- EB). The applicant must specify the method of compliance, per FBC-EB 301.1, and include that information on the plans, with the Design Criteria and Code Analysis. The requirements for the method specified will be found in the corresponding FBC-EB Chapter. 2. When damaged, decayed, deteriorated, faulty, or unsafe, construction, materials, or equipment are discovered during construction, that condition must be corrected and approved before proceeding. 3. When it is discovered during construction that the Compliance Method is not correct, or the project has expanded into another Compliance Method, revised plans will be required to update the Permit. No inspections will be conducted until the approved revisions are on site. 4. Any wall opened by removing interior or exterior wall coverings is considered a Work Area, and current provisions for Energy Conservation, including weatherproofing and insulation will apply. 5. Building inspectors are not authorized to approve changes to the approved plans in the field. ROOFING. a. The roof sheathing for all new construction must remain uncovered until the Roof Sheathing Inspection is approved. b. All roofing projects require an In-Progress Inspection. c. Sheathing installation and replacement guidelines per APA. d. Underlayment must conform to FBC-R Table 905.1.1 e. Shingles must conform to ASTM D3161 G or H, or ASTM D7158 F 3 ELECTRICAL. 1. Electrical work must comply with the provisions of the 2014 NEC. 2. Anti-Oxidant Compound is required on all exterior aluminum wiring connections, unless the Listing Approval Documents for the conductors and the termination points, at each end, specifically allow connection without the compound. (Three documents will be required) PLUMBING. 1. Water supply and drain pipes must be insulated outside of conditioned areas, per FBC-R, P2603.5. 2. Where the entire sanitary drainage system is replaced, the existing building drain and building sewer must be internally examined to verify proper size and slope and that piping is not broken or obstructed, per FBC-R, P2502.1. 3. COAB requires an additional sewer cleanout near the sewer tap with a T-1 concrete box for protection. 4. Water service piping must be properly supported and covered by a minimum of 12 inches of soil, per FBC-R, P2604.3. MECHANICAL. 1. All equipment and duct work must match the approved plans and Energy Sheets. The Manual S is the approved duct plan, and the as-built duct work must match the approved plans, or a revised Manual S or equivalent must be submitted for review. An equivalent must include duct and trunk layout and sizes, available static pressure, actual air flow, and total effective length, signed by the Mechanical Contractor with State License Number. FUEL GAS. 1. Fuel gas systems from the regulator to the appliances must comply with the FBC-Gas. 2. LP gas storage systems and outside piping must comply with NFPA 58. 3. All underground gas piping and tubing must be buried with 12-inches of cover. 4. CSST gas piping must comply with the manufacturer’s installation instructions and terms of approval. 01/23/20, 02/13/20, 7/20/20 Final Plumbing Final Electrical Final HVAC CC Final Final Building* Swimming Pool Steel Swimming Pool Safety Electrical Grounding & Bonding Swimming Pool Final (Bldg) Swimming Pool Final (PW) Formed Columns/ Beams* Masonry Cell Fill Structural Steel* OTHER: OTHER: OTHER: OTHER: OTHER: Power Pole Silt Fence Piers/ Stem Walls Underground Plumbing Underground Electric Foundation/ Footing Slab** Retaining Wall Footing Driveway Sewer (Building Dept) Sewer Tap (Utilities Dept) Rough Electric* Rough Plumbing/ Top Out* Rough Mechanical* House Wrap Wall Sheathing Roof Sheathing Tie-down Framing Connections Rough Framing Roofing In Progress Window/Door In-Progress Insulation Ceiling Insulation Wall Exterior Lath Stucco Scratch Coat Exterior Siding In-Progress Brick Flashing & Ties Early Power Gas Rough Gas Final* * When all rough electric, plumbing, mechanical are complete but before any work is covered up. * When all gas piping is complete and wallboard is installed but before gas is attached to any appliance. All outlets must be capped and pipe pressurized at a minimum of 15 lbs. * For new living space: When all construction work including electrical, plumbing, mechanical, exterior finish, grading, required paving and landscaping is complete and the building is ready for occupancy, but before being occupied Additional inspections may apply to your project if your project contains these elements: INSPECTIONS REQUIRED FOR BUILDING PERMITS To verify compliance with building codes, inspections of the work authorized are required at various points of the construction. The following inspections are typically required for residential projects: Date: Initial: Date: Initial: _____________________________________________________ Permit Type ____________________________________________________ Permit No. __________________________________________________________ Job Address ____________________________________________________ Contractor POST THIS CARD WITH PERMITS AND PERMIT DOCUMENTATION IN FRONT OF BUILDING Construction Hours per City Code: 7am—7pm Weekdays; 9am—7pm Weekends Building Department Public Works/Utilities Fire Department Phone: 904-247-5826 Phone: 904-247-5834 Phone: 904-630-4789 Fax: 904-247-5845 Fax: 904-247-5843 Fax: 904-630-4203 * When forms and reinforcing steel, anchor bolts, sleeves and inserts, and all electrical, plumbing and mechanical work is in place, but before concrete is poured. * When all structural steel members are in place and all connections are complete, but before such work is covered or concealed. ** FORM BOARD ELEVATION CERTIFICATE MUST BE ON-SITE FOR SLAB INSPECTION IN fE'1r l@N l lN E~ ~I@ ~1-iM Musr CAIi. BY 4PM PREVIOUS DAY FOR NIEXI' DAY INSPECIION RES21-0378 /.J?:,7';-;,_."' Building Permit Application (:~'---YJ City of Atlantic Beach Building Department ,; ~ 800 Seminole Road, Atlantic Beach, FL 32233 ,,.. Phone: (904) 247-5826 Email: Buildfng-Dept@)coab.us Updated 10/9/18 **ALL INFORMATION HIGHLIGHTED IN GRAY rs REQUIRED. Job Address: 3:vt ~.aAJ:ic.,. t>r:: M:\t.•-f'\nC.. 6::u-c-h ,t=I /I22B Permit Number: __________ _ Legal Description !"t:'1 1 ,:,-'ZS -?.."'IC? ~.pJdc,, ~ U>l: l-D RE# l1 t'H,i -510'.7 Valuation of Work ( Rep la cement Cost) $ \\£;..Ct,'X Heated/Cooled SF _____ Non-Heated/Cooled ____ _ • Class of Work: □New □Addition □Alteration □Repair □Move □Demo □Pool .,B.'11indow/Door • Use of existing/proposed structure(s}: □Commercial ~idential • If an existing structure, is a fire sprinkler system installed?: □Yes □No • Will tree s be removed in association with ro osed ro·ect? □Yes mu t submit se arate Tree Removal Permit No Describe in detail the type of work to be performed: Property Owner Information Name f'rkdkc h\\·cJ-.e..\\(. fit:M~ City ~¼n+;-C:. Bte-c,.b State E-Mail ________________________________________ _ Owner or Agent (If Agent, Power of Attorney or Agency Letter Required) ___________________ _ Contractor Information Name of Company·_f-H~'t-0~--'~'-L~----------Qualifying Agent \~ynt,: '3wbe-:l+: Address:;sSJ.H ti:-.) lo~"' Avt City HD IL-;1,Wcioof State P-:1 ZiP~:B°3----l:Z ___ _ Office Phone 1.5Y-"8~·-~5'V¢ Job Site Contact Nurf'iber _________________ _ State Certification/Registration# C C-d.J)lp iS"JD E-Mail lM>-r::Hbt'-z.Qfb,e,.r, vnct>lt-V lr'.'/!4.~C obo-c Architect Name & Phone# __________________________ --'-fl ______ _ Engineer's Name & Phone# _________________________________ _ Workers Compensation Insurer _______________ OR Exempt o Expiration Date _______ _ 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 the laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SfGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. 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 PAVING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE ,~ECORDING YOU~OF COMMENCEMENT. l\ ffi I t9:-Q 1~ Q.., ~ ------;--;---;t<--;t-fftJl------ (signature of O ner or Agent) RES21-0378 Doc# 2021334248, OR BK 20065 Page 171, Number Pages: 1, Recorded 12/20/2021 10:20 AM, JODY PHILLIPS CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 NOTICE OF COMMENCEMENT State of~fw.t.id,~"'~--- Co11nty of ~V(;,.. .. ~------ To Whom It May Concern; Tax Polio No. J:J.f615 -6 I PS The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statut.es, the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: ~. !J-:.:ZS:: Z'li A'j.w .. b."--.&.~N!ka:s: l,f>:t..=J:-]). ·----- Address of property being improved:3~ ~,, j)r.,_&:\~,+.·, l,e&kl.,,...,.c.l.3."J..?_=!,b~---- General description of improvements: ~J~...,i + ·u,,,-r 12.,.,ti lM..r:..m.c n,4--~- Owner: fn,,,Jc<c M,i•c:-M l)C, 4,,,.,,J«e, Address: 3Uf ",r• l..,;;. 'be: Owner's interest in site of the improvemeot; .Ql11la,1vC .. ________________ _ ----........ _, _________ _ Fee Simple TideboJder (if other than owner): _______ _ Name:_,_··-··------ Contractor: B:l.l.~!~C.. _____ _ Address: ~i6..) ___ 3c,+r-. AYe. ..tle.lliwp•.-:J,tl S:l3U Telephone No.: qS't/:::'1:59:ISJ>O ' Fax No: ______ _ St1rety (if any) "" .. Address: ______ ,, ______ _ ------·· ---· __ Amouot of Bond$_______ _ __ Telephone No:··-. _, _______ _ Fax No: _____ , __ ,_. _____ _ Name and address of any person making a loan for the conslruction of the improvements Address; _________ _ ------.................. _ ----- Phone No:--·-•"""""-·•------Fax No: ___ _ Name of person wi1hin the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name: .. .,. _____ _ ------· .. ,,., ___ _ Address: ------, .. , __ Telephone No: __ _ Fax. No: ____ _ In addition 10 himself, owner designares the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b), Florida Statues. (.Fill in at Owner's option) Name:_,, ___ , _________ _ Address: _____ ., __ .. ,""·-------- Telephone No: ____ _ Fax No: Expiration date of Nolice of Commencement (the expilation date is one (I) year from the date of recording unless a different date is specified): ___ _ 7/23/2021 + MEEKER MICHELLE ANDREA 324 AQUATIC DR ATLANTIC BEACH, FL 32233 324 AQUATIC DR Property Detail Property Appraiser• Property Details Primary Site Address Official Record Book/Page 324 AQUATIC DR 18345--02079 Atlantic Beach FL 32233 Value Summarv Tile# 9417 RE# 171818-5108 Value Desc!:intiora 202~ Certified 2021 In P!:2!J!!!!.. -----~--------· Tax District USD3 Value Method CAMA CAMA --- J".roP!!!1J_Us-i 0100 Single Family Total Building Value $101,838.00 $105,962.00 ---# of eundings 1 EJCtra Feature Vallie $1,084.00 $1,122.00 ---- Legal Desc. ~ull legal description see & Legal section below Land Value (Market} $70,000.00 $70,000.00 -----Land Value (Agric.}. $0.00 $0.00 Subdivision I 03761 AQUATIC GARDENS 14138 --- Total Area I Just (Market) Value I $172,922.00 $177,084.00 Assessed Value $157,575.00 $159,781.00 The sale of th is property may result in higher property taxes. f<lf more information go to Save Our Homes and our £!:Q~r!Y. Tax Estimatnr • 'In Progres.s' property values, exemptions and other supporting information on this page are part of the worl<ing tax roll and are subject to change. Certified values listed in the Value Summary are those certified In October, but may include any offidal changes made after certification Learn how the ProP.e!!UIP.P.raiser's Office values i;iroP.effi'-" cap Diff/Portability Amt $15,347.00 / $0.00 $17,303.00 / $0.00 ExemP-!ions $50,000.00 see below Taxable Value $107,575.00 1 See below Taxable values and Exemptions -In Progress If there are no exemptions applicable to a taxing authority, the Taxable Value is the same as the Assessed Value listed above in the Value Summary box. County/Municipal Taxable Value SJRWM D/FIN D Taxable Value • School Taxable Value ~~~.Y~!~.~ .......................... _____ $159,7B1.00 .~.~ .. Y.a.lue $159,781.00 Assessed Value $159,781.00 Homestead (HX) ....................... · $25,000.00 .~.?.~estead (HX) -$25.000.00 Homestead .(HX) ......................... -.......... -. $"2.5,000.00 Homestead Banding 196.031(1)(b). (HB) ......... -. $2.5,000.00 Homestead. Bandiog .. 196.031(l)(b)_(HB) ......... • _$25,000.00 Taxable Value $l34,78l,0O Taxable Value Sales Histo Book/Page i Sale Date 18345-02079 4/9/2018 12116-02242 10/22/2004 06140-01822 5/9/1986 Extra Features ! LN I Feature Code 1 2 I FPPR7 SCPR2 Land &Legal Land ., $109,781.00 Taxable Value j Sale Price Deed Instrument Ty:P.e Cod!l I $194,900.00 WD -Warranty Deed $97,000.00 WD • Warranty Deed I $53,200.00 WO • Warranty Deed . Feature Description j Rreplace Prefab I Screen Porch Bldg. 11 11 $109,781.00 I !lualified/Unciu;-lified Qualified Qualified Unqualified I uingth ! ~ 1 1 • • I Zoning LN Code I Use Descnption Assessment Land Land Land Front Depth Category Units I Value !Y:PJ!l ! 1 i 0101 I :r MD 8·19 UNITS PER I ARG-M Buildings Building 1 Bui ldl ng 1 Site Address 324 AQUATIC DR Atlantic Beach FL 32233 Building Type ~-TOWNHOUSE Year Built 5 Building value $105,962.00 !v:Ps.!! Gross I Heated l~ive j Area I Area f Base Area 1056 1056 1056 Unfinished 24 0 10 Storage Fi niShed Open Porch 24 0 7 I Total 1104 i 1056 1073 I o.oo I o.oo I Common 1 1 Element Exterior Wall Exterior Wall Roof StnJct Roofing Cover Interior Wall Int Flooring Heating Fuel Heating Type Air Cond Element I Stories Bedrooms Baths Rooms / Un its hltps:/lpaopropertysearch.coj. net/Basic/Detail.aspx7RE= 1718185108 I 1.00 Code 16 '15 13 3 5 11 4 4 j3 !code 1.000 2.000 2.000 1.000 I Lot I $70,000.00 I I Detail 5 Vertical Sheet 16 Frame Stucco 3 Gable or Hip 3 Asph/Comp Shng 5 Dfywall 11 Cer Clay lile 4 Electric 4 Forced-Ducted 3 Central Detall Vacarat/Improvecl Improved Improved Improved ! Total Units !1.00 I Value I $509.00 $613.00 i sa.oo Legal jLN I Legal Description I 1 38·7117·25·29E 12 AQUATIC GARDENS ' IJ LOT l·D 1/2 7123/2021 Property Appraiser -Property Details 2020 Notice of Proposed Propetjy Taxes Notice {TRIM Notice r ~~g District I Assessed Value I Exemptions Taxable Value Last Year Proposed Rolled-back I Gen Govt Beaches I $157,575.00 I $50,000.00 Public Schools: By State Law $157,575.00 I $25,000.00 I By Local Board $157,575.00 $25,000.00 FL Inland Navigation Dist. $157,575.00 $50,000.00 Atlantic Beach $157,575.00 $50,000.00 I $107,575 .ao $847,99 $B76.87 $832.54 $132,575.00 $503.49 $4B4.83 $498.81 $132.,575.00 $2.90.07 $298,03 $287.37 $107,575.00 $3.33 $3.44 $3.29 $107,575.00 $335.87 $347.31 $329.05 Water Mgmt Dist, SJRWMD $157,575.00 $50,000.00 Gen Gov Voted I $157,575.00 $50,000.00 School Board Voted $157,575.00 $25,000.00 Urbar. Service Olst3 $157,575.00 $50,000.00 $107,575.00 I $25.11 $24.60 $24.60 $107,575.00 $0.00 $0.00 i $0.00 $132.,575 .00 $0.00 $0.00 I $0.00 $107,575.00 $0.00 $0.00 I $0.00 Totals $2,005.86 $2,035.08 $1,975.66 DesaiP-tion __ _ lust Value ---. Assessed Value · Exemptioffs Taxable Value l l.astYear $154,033.00 $154,033.00 $50,000.00 $104,033.00 I CummtYear $172,922..00 $157,575.00 $50,000.00 $107,575.00 202D TRIM Pro~ Record Card (PRC} This PRC reflects property details and values at the time of the original mailing of the Notices of Proposed Property Taxes (TRIM Notices) in August. Property Record Card (PRC) The PRC accessed below reflects property details and values at the time of Tax Roll Certification in October of the year listed. 2020 2019 mi 2017 12ll 2015 2014 • To obtain a historic Property Record Card (PRC) from the Property Appraiser's Office, submit your request here: More Information :ontact Us I Parr.el Tax Recore! I GIS Map I Ma~pJ:Qperty .Q!!JiQQ_gleMaps I CLtv fees Record htlps: I/pao propertysea rch. ooj .net/Bas ic/Detail.aspx?RE = 1718185108 212 RE S 2 1 - 0 3 7 8 PR O D U C T AP PR O V AL IN F O R M A T I O N SH E E T ~' O R TH E CI T Y OF AT L A N T I C BE A C H , FL O R I D A Pr o j e c t Na m e : . _ M _e _e _ ~ _ _ r _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Pe r m i t # - - - - - - Pr o j e c t Ad d r e s s : 32 4 Aq u a t i c Dr As re q u i r e d by Fl o r i d a St a t u t e 55 3 . 8 4 2 an d Fl o r i d a Ad m i n i s t r a t i v e Co d e Ru l e 9B - 7 2 , pl e a s e pr o v i d e th e in f o r m a t i o n an d pr o d u c t approval number(s) fo r th e bu i l d i n g co m p o n e n t s li s t e d be l o w as ap p l i c a b l e to th e bu i l d i n g co n s t r u c t i o n pr o j e c t fo r th e pe n n i t nu m b e r li s t e d ab o v e . You should contact yo u r pr o d u c t su p p l i e r i f yo u do no t kn o w th e pr o d u c t ap p r o v a l nu m b e r fo r an y o f th e ap p l i c a b l e li s t e d pr o d u c t s . In f o r m a t i o n re g a r d i n g statewide d 1 b b . ed fl 'd b 'l d ' ~ro uc t a pp ro v a ma y e o ta m at : ww w . . o n a 11 1 ln l ! . O n ! . Ca t e g o r y / S u b c a t e g o r y Ma n u f a c t u r e r .P r o d u c t De s c r i p t i o n Li m i t a t i o n of Us e St a t e # Local# A. EX T E R I O R DO O R S 1. Sw i n g i n g 2. Sl i d i n g cw s 8 9 0 0 Fl 1 3 2 4 1 . t 3. Se c t i o n a l 4. Ro l l up 5. Au t o m a t i c 6. Ot h e r B. WI N D O W S 1. Si n g l e hu n g 2. Ho r i z o n t a l sl i d e r cw s 82 0 0 FL 4 0 9 2 . 1 /F L4092.2 3. Ca s e m e n t 4. Do u b l e hu n g 5. Fi x e d 6. Aw n i n g 7. Pa s s - t h r o u g h 8. Pr o j e c t e d 9. Mu l l i o n 10 . Wi n d br e a k e r 11 . Du a l ac t i o n 12 . Ot h e r Ca t e g o r y / S u b c a t e g o r y Ma n u f a c t u r e r Pr o d u c t De s c r i p t i o n L im i t a t i o n o f Us e St a t e # Local# C. PA N E L WA L L 1. Si d i n g 2. So f f i t s 3. EI F S 4. St o r e f r o n t s 5. Cu r t a i n wa l l s 6. Wa l l lo u v e r s 7. Gl a s s bl o c k 8. Me m b r a n e 9. Gr e e n h o u s e 10 . Sy n t h e t i c st u c c o 11 . Ot h e r D. RO O F I N G PR O D U C T S 1. As p h a l t sh i n g l e s 2. U nd e r l a y m e n t s 3. Ro o f i n g fa s t e n e r s 4. No n s t r u c t u r a l me t a l ro o f 5. Bu i l t - u p ro o f i n g 6. Mo d i f i e d bi t u m e n 7. Si n g l e pl y ro o f i n g 8. Ro o f i n g ti l e s 9. Ro o f i n g in s u l a t i o n 10 . Wa t e r p r o o f i n g 11 . Wo o d sh i n g l e s / s h a k e s 12 . Ro o f i n g sl a t e 13 . Li q u i d ap p l i e d ro o f i n g 14 . Ce m e n t - a d h e s i v e co a t s 15 . Ro o f t i l e ad h e s i v e 16 . Sp r a y ap p l i e d po l y u r e t h a n e ro o f 17 . Ot h e r ' Ca t e g o r y / S u b c a t e g o r y Ma n u f a c t u r e r Pr o d u c t De s c r i p t i o n Li mi t a t i o n o f Us e St a t e # Local# E. SH U f T E R S l. Ac c o r d i o n 2. Ba h a m a 3. St o r m pa n e l s 4. Co l o n i a l 5. Ro l l - u p 6. Eq u i p m e n t 7. Ot h e r F. ST R U C T U R A L CO M P O N E N T S 1. Wo o d co n n e c t o r / a n c h o r 2. Tr u s s pl a t e s 3. En g i n e e r e d lu m b e r 4. Ra i l i n g 5. Co o l e r s - f r e e z e r s 6. Co n c r e t e ad m i x t u r e s 7. Ma t e r i a l 8. In s u l a t i o n fo r m s 9. Pl a s t i c s 10 . De c k - r o o f 11 . Wa l l 12 . S h e d s 13 . Ot h e r G. SK Y L I G H T S l. Sk y l i g h t 2. Ot h e r Ca t e g o r y / S u b c a t e g o r y Ma n u f a c t u r e r Pr o d u c t De s c r i p t i o n Li m i t a t i o n of U s e St a t e # Local# H. NE W EX T E R I O R EN V E L O P E PR O D U C T S 1. 2. In ad d i t i o n to co m p l e t i n g th e ab o v e li s t o f ma n u f a c t u r e r s , pr o d u c t de s c r i p t i o n an d St a t e ap p r o v a l nu m b e r fo r th e pr o d u c t s used on this project, the Co n t r a c t o r sh a l l ma i n t a i n on th e jo b si t e an d av a i l a b l e to th e In s p e c t o r , a le g i b l e co p y o f ea c h ma n u f a c t u r e r ' s pr i n t e d sp e c i f i c a t i o n s and installation in s t r u c t i o n s al o n g wi t h th i s Pr o d u c t Ap p r o v a l Sh e e t . I ce r t i f y th a t th i s pr o d u c t ap p r o v a l li s t is tm e an d co r r e c t to th e be s t o f my kn o w l e d g e . I fu r t h e r ce r t i f y th a t us e o f di f f e r e n t co m p o n e n t s other than the ones li s t e d in th i s do c u m e n t mu s t be ap p r o v e d by th e Bu i l d i n g Of l i c i a l . WA Y N E TH O M A S BU R N E T T ~ (C o n t r a c t o r N a m e ) (P r i n t N a m e ) (S i g n a ~ co m p a n y N a m e : _F _H _ IA _; _L _L _C _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Ma i l i n g Ad d r e s s : 30 4 4 SW 42 n d ST Ci t y : HO L L Y W O O D St a t e : FL Zi p Co d e : 33 3 1 2 - - - - - - - - - - - - - - Te l e p h o n e Nu m b e r : ( 4 0 7 ), _ 9 _ 8 _ 9 _ - _ 8 7 _0 _ 1 _ _ _ _ _ _ -- - - ' F a x Nu m b e r : ( 4 0 7 ) 47 2 - 8 3 = - - - - = 8 ::. . . :0 = - - - - - Ce l l Ph o n e Nu m b e r : ( ) _ _ _ _ _ _ _ _ _ E~ m a i l Ad d r e s s : LM A R T I N E Z @ F H I A R E M O D E L I N O . C O M RES21-0378 FH Ir\ Diagram Shl'l't Measure T ech1 Jason Giacchi F ' Measure Date: Customer Name Job Number Property Type Floors Existing Windows m ee_k_er-"Z-ot:/./0/C/ . -ro"',v H O#« e.,. / A/~~ R E S 2 1 - 0 3 7 8 1 / 7 / 2 0 2 1 F l o r i d a B u i l d i n g C o d e O n l i n e B C I S ~ o m e I L o g I n I U s e r R e g i s t r a t i o n H o t T o p i c s I S u b m i t S u r c h a r g e I S t a t s & F a c t s I P u b l i c a t i o n s I C o n t a c t U s I B C I S S i t e M a p L i n k s S e a r c h I ~ P r o d u c t _ A p p r o v a l ~ U S E R : P u b l i c U s e r P r o d u c t A o . P . r o v a l M e n u > P r o d u c t o r A J l l ! l i c a t i o n S e a r c h > 8 . P . : P . : l i c a t i o n L i s t > A p p l i c a t i o n D e t a i l F L # A p p l i c a t i o n T y p e C o d e V e r s i o n A p p l i c a t i o n S t a t u s C o m m e n t s A r c h i v e d P r o d u c t M a n u f a c t u r e r A d d r e s s / P h o n e / E m a i l A u t h o r i z e d S i g n a t u r e T e c h n i c a l R e p r e s e n t a t i v e A d d r e s s / P h o n e / E m a i l Q u a l i t y A s s u r a n c e R e p r e s e n t a t i v e A d d r e s s / P h o n e / E m a i l C a t e g o r y S u b c a t e g o r y F L 4 0 9 2 - R 9 R e v i s i o n 2 0 2 0 A p p r o v e d D C u s t o m W i n d o w S y s t e m s I n c . 1 9 0 0 S W 4 4 t h A v e n u e O c a l a , F L 3 4 4 7 4 ( 3 5 2 ) 3 6 8 - 6 9 2 2 E x t 2 9 1 j l a t h r o p @ c w s . c c J a y L a t h r o p j l a t h r o p @ c w s . c c J a y L a t h r o p 1 9 0 0 S W 4 4 t h A v e O c a l a , F L 3 4 4 7 4 ( 3 5 2 ) 3 6 8 ~ 6 9 2 2 E x t 2 9 1 j l a t h r o p @ c w s . c c J a y L a t h r o p 1 9 0 0 S W 4 4 t h A v e . O c a l a , F L 3 4 4 7 4 ( 3 5 2 ) 3 6 8 - 6 9 2 2 E x t 2 9 1 j l a t h r o p @ c w s . c c W i n d o w s H o r i z o n t a l S l i d e r C o m p l i a n c e M e t h o d E v a l u a t i o n R e p o r t f r o m a F l o r i d a R e g i s t e r e d A r c h i t e c t o r a L i c e n s e d F l o r i d a P r o f e s s i o n a l E n g i n e e r 7 E v a l u a t i o n R e p o r t - H a r d c o p y R e c e i v e d F l o r i d a E n g i n e e r o r A r c h i t e c t N a m e w h o d e v e l o p e d t h e L u c a s A . T u r n e r E v a l u a t i o n R e p o r t F l o r i d a L i c e n s e Q u a l i t y A s s u r a n c e E n t i t y Q u a l i t y A s s u r a n c e C o n t r a c t E x p i r a t i o n D a t e V a l i d a t e d B y C e r t i f i c a t e o f I n d e p e n d e n c e R e f e r e n c e d S t a n d a r d a n d Y e a r ( o f S t a n d a r d ) E q u i v a l e n c e o f P r o d u c t S t a n d a r d s C e r t i f i e d B y P E - 5 8 2 0 1 K e y s t o n e C e r t i f i c a t i o n s , I n c . 0 7 / 2 1 / 2 0 2 8 S t e v e n M . U r i c h , P E ' V a l i d a t i o n C h e c k l i s t - H a r d c o p y R e c e i v e d F L 4 0 9 2 R 9 C O I E v a I R e g o r t 2 2 3 F . g d f S t a n d a r d A A M A / W D M A / C S A 1 0 1 / I . S . 2 / A 4 4 0 P A T A S 2 0 2 F l o r i d a L i c e n s e d P r o f e s s i o n a l E n g i n e e r o r A r c h i t e c t F L 4 0 9 2 R 9 E g u i v 8 2 0 0 N I E g u i v a l e n c y ~ g d f Y e a r 2 0 0 8 1 9 9 4 1 / 7 / 2 0 2 1 S e c t i o n s f r o m t h e C o d e P r o d u c t A p p r o v a l M e t h o d D a t e S u b m i t t e d D a t e V a l i d a t e d D a t e P e n d i n g F B C A p p r o v a l D a t e A p p r o v e d S u m m a r y o f P r o d u c t s F l o r i d a B u i l d i n g C o d e O n l i n e M e t h o d 1 O p t i o n D 0 8 / 0 8 / 2 0 2 0 0 8 / 0 9 / 2 0 2 0 0 8 / 1 9 / 2 0 2 0 1 0 / 1 3 / 2 0 2 0 F L # M o d e l , N u m b e r o r N a m e D e s c r i p t i o n 4 0 9 2 . 1 H S - 8 2 0 0 8 2 0 0 V i n y l F l a n g e a n d F i n H o r i z o n t a l S l i d i n g W i n d o w L i m i t s o f U s e I n s t a l l a t i o n I n s t r u c t i o n s A p p r o v e d f o r u s e i n H V H Z : N o F L 4 0 9 2 R 9 I I C W S - 3 4 0 F , R d f A p p r o v e d f o r u s e o u t s i d e H V H Z : Y e s V e r i f i e d B y : L u c a s A . T u r n e r 5 8 2 0 1 I m p a c t R e s i s t a n t : N o C r e a t e d b y I n d e p e n d e n t T h i r d P a r t y : Y e s D e s i g n P r e s s u r e : N / A E v a l u a t i o n R e p o r t s O t h e r : H S - 8 2 0 0 , 5 4 x 6 2 , 2 l i t e , D P 4 5 P S F ; H S - 8 2 0 0 , 1 2 5 F L 4 0 9 2 R 9 A E E v a l R e R o r t 3 4 0 F , R d f 5 / 8 x 6 2 , 3 l i t e , D P 3 0 P S F . G l a s s c o m p l i e s w i t h A S T M E 1 3 0 0 . C r e a t e d b y I n d e p e n d e n t T h i r d P a r t y : Y e s I 4 0 9 2 . 2 H S - 8 2 0 0 H S - 8 2 0 0 V i n y l F l a n g e / F i n H o r i z o n t a l S l i d i n g W i n d o w L i m i t s o f U s e I n s t a l l a t i o n I n s t r u c t i o n s A p p r o v e d f o r u s e i n H V H Z : N o F L 4 0 9 2 R 9 I I C W S - 2 2 3 F , R d f A p p r o v e d f o r u s e o u t s i d e H V H Z : Y e s V e r i f i e d B y : L u c a s A . T u r n e r 5 8 2 0 1 I m p a c t R e s i s t a n t : N o C r e a t e d b y I n d e p e n d e n t T h i r d P a r t y : Y e s D e s i g n P r e s s u r e : + 4 0 / - 4 0 E v a l u a t i o n R e p o r t s O t h e r : H S - 8 2 0 0 P V C H o r i z o n t a l S l i d e r , X O o r O X , 7 2 " x 7 2 " , F L 4 0 9 2 R 9 A E E v a l R e R o r t 2 2 3 F , R d f D P 4 0 P S F . G l a s s c o n f o r m s t o A S T M E 1 3 0 0 . C r e a t e d b y I n d e p e n d e n t T h i r d P a r t y : Y e s I 4 0 9 2 . 3 H S - 8 2 0 0 H S - 8 2 0 0 P V C H o r i z o n t a l S l i d e r , O X o r X O . L i m i t s o f U s e I n s t a l l a t i o n I n s t r u c t i o n s A p p r o v e d f o r u s e i n H V H Z : Y e s F L 4 0 9 2 R 9 I I C W S - 4 8 6 D , R d f A p p r o v e d f o r u s e o u t s i d e H V H Z : Y e s V e r i f i e d B y : L u c a s A . T u r n e r 5 8 2 0 1 I m p a c t R e s i s t a n t : N o C r e a t e d b y I n d e p e n d e n t T h i r d P a r t y : Y e s D e s i g n P r e s s u r e : N / A E v a l u a t i o n R e p o r t s O t h e r : H S - 8 2 0 0 P V C H o r i z o n t a l S l i d e r , X O o r O X , 7 4 " x 5 4 " . F L 4 0 9 2 R 9 A E E v a l R e R o r t 4 8 6 D , R d f S e e I n s t a l l a t i o n d r a w i n g s f o r D e s i g n P r e s s u r e . G l a s s c o m p l i e s C r e a t e d b y I n d e p e n d e n t T h i r d P a r t y : Y e s w i t h A S T M E 1 3 0 0 . C o n t a c t U s : : 2 6 0 1 B l a i r S t o n e R o a d . T a l l a h a s s e e F L 3 2 3 9 9 P h o n e : 8 5 0 · 4 8 7 - 1 8 2 4 T h e S t a t e o f F l o r i d a i s a n A A / E E O e m p l o y e r . £ Q J 1 Y . r i g h t 2 0 0 7 - 2 0 1 3 S t a t e o f F l o r i d a . : : P r i v a c y · s t a t e m e n t : : A c c e s s i b i l i t y S t a t e m e n t : : R e f u n d S t a t e m e n t U n d e r F l o r i d a l a w , e m a i l a d d r e s s e s a r e p u b l i c r e c o r d s . I f y o u d o n o t w a n t y o u r e - m a i l a d d r e s s r e l e a s e d i n r e s p o n s e t o a p u b l i c - r e c o r d s r e q u e s t , d o n o t s e n d e l e c t r o n i c m a i l t o t h i s e n t i t y , I n s t e a d , c o n t a c t t h e o f f i c e b y p h o n e o r b y t r a d i t i o n a l m a i l . I f y o u h a v e a n y q u e s t i o n s , p l e a s e c o n t a c t 8 5 0 . 4 8 7 . 1 3 9 5 . * P u r s u a n t t o S e c t i o n 4 5 5 . 2 7 5 ( 1 ) , F l o r i d a S t a t u t e s , e f f e c t i v e O c t o b e r 1 , 2 0 1 2 , l i c e n s e e s l i c e n s e d u n d e r C h a p t e r 4 5 5 , F . S . m u s t p r o v i d e t h e D e p a r t m e n t w i t h a n e m a i l a d d r e s s i f t h e y h a v e o n e . T h e e m a i l s p r o v i d e d m a y b e u s e d f o r o f f i c i a l c o m m u n i c a t i o n w i t h t h e l i c e n s e e . H o w e v e r e m a i l a d d r e s s e s a r e p u b l i c r e c o r d . I f y o u d o n o t w i s h t o s u p p l y a p e r s o n a l a d d r e s s , p l e a s e p r o v i d e t h e D e p a r t m e n t w i t h a n e m a i l a d d r e s s w h i c h c a n b e m a d e a v a i l a b l e t o t h e p u b l i c . T o d e t e r m i n e i f y o u a r e a l i c e n s e e u n d e r C h a p t e r 4 5 5 , F . S . , p l e a s e c l i c k ~ - P r o d u c t A p p r o v a l A c c e p t s : E , ! j r u l i ! J ~ E C r e d i t C a r d S a f e s e c u r i t y M E T R I C S ' T U R N E R E N G I N E E R I N G & C O N S U L T I N G , I N C . 2 4 2 8 O l d N a t c h e z T r a c e T r a i l C a m d e n , T N 3 8 3 2 0 P h . 9 4 1 - 3 8 0 - 1 5 7 4 F B P E C . O . A . # 2 9 7 7 9 E v a l u a t i o n R e p o r t 3 4 0 F A u g u s t 0 4 , 2 0 2 0 P r o d u c t D e s c r i p t i o n : S e r i e s 8 2 0 0 P V C H o r i z o n t a l S l i d e r W i n d o w , N o n I m p a c t , 5 4 " x 6 2 " u n i t s i z e X O o r O X , a n d 1 2 5 5 / 8 " x 6 2 " u n i t s i z e X O X M a n u f a c t u r e r : C u s t o m W i n d o w S y s t e m s , I n c . 1 9 0 0 S W 4 4 1 " A v e , O c a l a , F L 3 4 4 7 4 S t a t e m e n t o f C o m p l i a n c e : T h i s r e p o r t e v a l u a t e s t h e a b o v e - l i s t e d p r o d u c t p e r t h e r e q u i r e m e n t s o f F A C P r o d u c t A p p r o v a l R u l e C h a p t e r 6 1 0 2 0 - 3 . 0 0 5 ( 4 ) . T h i s p r o d u c t c o m p l i e s w i t h t h e r e q u i r e m e n t s o f t h e 7 t h E d i t i o n ( 2 0 2 0 ) F l o r i d a B u i l d i n g C o d e o u t s i d e t h e H i g h V e l o c i t y H u r r i c a n e Z o n e . T h e p r o d u c t t e s t i n g s t a n d a r d s p e r f o r m e d a r e o u t l i n e d b e l o w . T e c h n i c a l D o c u m e n t a t i o n : 1 ) T h i s r e p o r t , p r e p a r e d b y L u c a s A . T u r n e r , P E , a t 2 4 2 8 O l d N a t c h e z T r c T r i , C a m d e n , T N 2 ) A p p r o v a l d r a w i n g C W S - 3 4 0 F , s i g n e d a n d s e a l e d b y L u c a s A . T u r n e r , P . E . 3 ) T e s t R e p o r t N C T L - 2 1 0 - 3 5 2 2 - 2 a n d - 2 A , N C T L - 2 1 0 - 3 5 2 5 - 1 a n d - 2 , a n d N C T L - 2 1 0 - 3 4 5 9 - 1 , - l A , - 2 a n d - 2 A f r o m N a t i o n a l C e r t i f i e d T e s t i n g L a b o r a t o r i e s , O r l a n d o , F L s i g n e d a n d s e a l e d b y G e r a r d J . F e r r a r a , P . E . a . T e s t i n g P e r f o r m e d : A A M A / W D M A / C S A 1 0 1 / I . S . 2 / A 4 4 0 - 0 5 4 ) S u p p l e m e n t a l C a l c u l a t i o n s t o s u p p o r t C W S - 3 4 0 F , s i g n e d a n d s e a l e d b y L u c a s A . T u r n e r , P . E . I n s t a l l a t i o n : U n i t s m u s t b e i n s t a l l e d a c c o r d i n g t o a p p r o v a l d o c u m e n t C W S - 3 4 0 F . L i m i t a t i o n s o f U s e : T h i s p r o d u c t : • M a y b e u s e d i n O / X o r X / O c o n f i g u r a t i o n i n s i z e s u p t o 5 4 " x 6 2 " u n i t s i z e , a n d X / O / X c o n f i g u r a t i o n i n s i z e s u p t o 1 2 5 5 / 8 " x 6 2 " u n i t s i z e , w i t h m a x . g l a s s d a y l i g h t w i d t h s a s s h o w n i n C W S - 3 4 0 F • A c h i e v e s d e s i g n p r e s s u r e s a s i n d i c a t e d i n c o m p a r a t i v e a n a l y s i s t a b l e s i n C W S - 3 4 0 F • I s n o n - i m p a c t a n d r e q u i r e s t h e u s e o f s h u t t e r s • M a y n o t b e u s e d i n t h e H i g h V e l o c i t y H u r r i c a n e Z o n e • R e q u i r e s g l a z i n g a s s h o w n i n C W S - 3 4 0 F • R e q u i r e s Q u a n e x ( M i k r o n ) w h i t e r i g i d P V C e x t r u s i o n s a s s h o w n i n C W S - 3 4 0 F C e r t i f i c a t i o n o f I n d e p e n d e n c e : I d o n o t h a v e , n o r d o I i n t e n d t o a c q u i r e , n o r w i l l I a c q u i r e , a f i n a n c i a l i n t e r e s t i n C u s t o m W i n d o w S y s t e m s o r i n a n y c o m p a n y m a n u f a c t u r i n g o r d i s t r i b u t i n g p r o d u c t s f o r w h i c h t h i s r e p o r t i s b e i n g i s s u e d . I d o n o t h a v e , n o r d o I i n t e n d t o a c q u i r e , n o r w i l l I a c q u i r e , a f i n a n c i a l i n t e r e s t i n a n y o t h e r e n t i t y i n v o l v e d i n t h e t e s t i n g o r a p p r o v a l p r o c e s s o f t h i s p r o d u c t . L u c a s T u r n e r 2 0 2 0 . 0 8 . 0 6 1 5 : 0 7 : 3 2 - 0 5 ' 0 0 1 0 8 / 0 4 / 2 0 2 0 L u c a s A . T u r n e r , P . E . F L P E # 5 8 2 0 1 ~ORIZONTAL SLIDER -NON-IMPACT (SHOWN w/DIFFERENT OPTIONS) 126 7/8" I MAX. OVERALL FLANGE WIDTH :~· r1255/8" M:UNIT~-t--- 32 - 3 - 18 -. - II I L GLASS DLO D II GLASS DLO I fT 631/4" 1 MAX. OVERALL FLANGE HEIGHT 62 " MAX. UNIT HElfHT , ~ MAX. SASH HEIGHT E X I 3.U.1L1.6: I MAX. SASHWIDHT ~ GLASS DLO F 0 55 1/4" MAX. OVERALL FLANGE WIDTH 54 " MAX. UNIT WIDTH I ~ GLASS DLO I ~ r MAX. 63 1/4" MAX. OVERALL FLANGE HEIGHT In' SASH 62" HEIG IHI B MAX 55.JM'.'. UNIT GLASS HEIGHT DLO A X 0 ~ X 23,,;llJ.['. GLASS DLO ~ GLASS DLO MAX. SASH WIDTH TABLE OF CONTENTS E &1M: GLASS DLO GENERAL NOTES & ELEVATIONS ..... 1 GLAZING DETAILS ............................... 2 CONFIG. MAX. UNIT SIZE COMPARATIVE ANALYSIS .................. 3 SECTION VIEWS & ALT. FRAME .... .4-5 EXTRUSIONS & B .O .M ........................ :s ANCHOR SCHEDULE & NOTES .......... 7 XO 54" X 62" xox 1/4 1/2 1/4 125-5/8" X 62" . INSTALLATION DETAILS ..................... 8 GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS: "OX", "XO", "XOX". 4. DESIGN PRESSURE RATING (SEE SHEET 3): -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 8 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6 . NOT APPROVED FDR IMPACT RESISTANCE. IMPACT PROTECTIVE SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. 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 XAND O STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 = FI XED SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 11 . EXTERNAL WEEP SLOT= 1/4" x 1" LOCATED 6 " FROM BOTH ENDS. DESIGN PRESSURE RATING SEE COMPARATIVE ANALYSIS CHART, SHEET 3 IMPACT RATING NONE NONE Lucas Turner 2020.08 .06 14:54:56 -05'00' ~~J~WrPs-~ 1900 SW 44TH AVE. OCALA. FLORIDA 34474 www.cws.cc 8200 PVC HORZ. SLIDER NON-IMPACT ....J <( i== z w 0 u:: z 0 (,) 0 z <( fi: i:: w ir [L a! [L ~ 3: <tz3: owO UlwOc:i ~5~ ~~~!:! ~~~?iOO:?;i!j Z I::;;<( b:?;::;; I 01-0 ·<twoo U~l,j~"-i=liiil: z (!):::,-.~I-:::, CJ) QzUUlz:::iu- ~~:St5Q§?:S~ ::;;<( 1-I-I--a:a:>-UlU>Zouj ool->-:::l>_::;; ~~ffi(/)g~gil:! -I"-Cl'.0-Ul w1-0 a.:r:~>- i= il: ~3:wUl [L ,,111111111,,, ,,,, ()-SA. TUf?N,.'11,, ,,~.,:, -~""-!' ✓,. ~ ""'e,I.N•~ ... , .. ~ ~* '*~ :-v No . 98201 \a:: :: ;11 [ ;:z:'_ ♦z_ 111.1 = :::o. 1 Jtu:::: -::,~ STATEOF ~::, ~ IS\ "<ort,:,t-...&.{6 .f ~ .. ,t/(jNAC"~~,"' ''''"'""''' 8/05/2020 LUCAS A. TURNER, P.E. FL PE# 58201 2428 Old Natchez Trc Tri Camden. TN 38320 PH . 941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS DRAWN BY: DATE: AAJ 07/01/08 DWG#: RE V.: CWS-340 F SCALE: SHEET 1:33.33 1 OF 8 ff 7/8" Or ERALL 1/8" ANNEALED 5/8" A IR SPACE 1/8" ANNEALED SI J FLEX 552 OR GLASS TYPE A 56) PURFECT GLAZE "H" 1/2" GLASS BITE QUANEX DURASEAL or, CARDINAL XL EDGE or, KODISPACE 4GS TPS I.G.r ACER ff 7/8" OVERALL 3/16" ANNEALED 1/2" AIRSPACE 3/16" ANNEALED GLASS TYPE B SIKAFLEX 552 OR PURFECT GLAZE "H" 1/2" GLASS BITE QUANEX DURASEAL or, CARDINAL XL EDGE or, KODISPACE 4GS TPS 1.G. SPACER H 7/8" OVERALL 1/8" TEMPERED 5/8" AIR SPACE 1/8" TEMPERED 56) ~~;~~~ ~fil:.H" GLASS TYPE C 1/2" GLASS BITE QUANEX DURASEAL or, CARDINAL XL EDGE or, KODISPACE 4GS TPS I.G. SPACER ff 7/8" OVERALL 3/16" TEMPERED 1/2" AIRSPACE 3/16" TEMPERED GLASS TYPED 1/2 " GLASS BITE QUANEX DURASEAL or, CARDINAL XL EDGE or, KODISPACE 4GS TPS I.G. SPACER f SETTING BLOCKS PER FBC 2411.3.3.1! ~~J~¥!-~ 1900 SW 44TH AVE. OCALA. FLORIDA 34474 www.cws.cc 8200 PVC HORZ. SLIDER NON-IMPACT ...J <( j:: z w 0 u:: z 0 0 0 z <( ii: i:: w ii: 0. ~ 0. ~ ~ <tz~ fil~8 ~w8c:i ~oz c::~z~ i::~~>-00C~ii5 z:r:::;;:H;:~::;;:i: 01-0 ,<(woo Ocn1-0o.I1-C:: z-cn~z1-cno. Q~Guiz~BE!! !;;:~LL::;;OOLLO ::;;<(O~j::~O~ c::c::>-cno-z -O □!i:>-::::,~O~ ~cnwcn 0□wciiw -:ca_ ..JC/)l- w1-0 8:~~~ ~ 8: ~~fficn 0. ,,111111,,,,,,/ ,,,'\;,.sA. ~~i",9/"~ -::,'~.,:; ,eu,.(>,, ~ ~ \,, *-:. }* No . 58201 \ai:; :=-v I ...,... "*' ""7-' IIU:: =;ai ~:.c-. l111:::: i~~TATEOF {;,~ ~ ~01110" ,❖' .,,.,,ltoNA~' ,,,,,,1111111\ 8/05/2020 LUCAS A. TURNER . P.E . FL PE# 58201 2428 Old Natc hez Trc Tri Camden, TN 38320 PH . 941-380-1574 SHEET DES CRIPTI ON: GLAZING DETAILS DRAWN BY: DATE: AAJ 07/01/08 DWG#: REV.: CWS-340 F SCALE: SHEET 1:1 20F B XOX DESIGN PRESSURES :(GLASS 1YPE BORD IN THE FIXED LITE. GLASS 1YPEA, B, C, ORD IN THE SASH) I UNIT WIDTH ( IN) 55 65 1 175 I 87 1/2 1102 1/2 1108 3/4 1110 1/4 1120 125 5/8 UNIT HEIGi-IT ( IN) I 15 5/8 I SASH WIDTH (IN) 18 7/16 I I 21 5116 I 24 7/8 I 29 1/8 I 30 7/8 I 31 5/16 I 34 1116 I 35 11116 17 7/8 29 1/2 31 1/2 35 1/2 39 1/2 41 1/2 43 1/2 47 1/2 51 1/2 53 1/2 55 1/2 62 UNIT HEIGi-IT ( IN) 17.875 29 .5 31 .5 35 .5 39.5 41 .5 43 .5 49 51.5 53 .5 55 .5 59 .5 62 +45 i -45 I +45 i-451 I +45 i-45 I +45 i-45 I +45 i-45 I +45 i-45 I +45 i -45 1+42.5 /-42.51 +40 i-40 +45/-45 I +45/-45 I I +45/-45 I +45/-45 I +45/-45 l+40.1 /-40.1l+39.1 /-39.1l+33.5/-33.5l+30.9/-30.S +45/-45 I +45/-45I I +45/-45 I +45/-45 I +45/-45 I +40/-40 I +39/-39 1+33.1 /-33.11+30.4/-30.~ +45 i -45 I +45 i -45 1 I +45 / -45 I +45 / -45 I +45 i -45 I +40 i -40 I +39 i -39 1+32.9 / -32 .91 +30 i -30 +45 / -45 I +45 I -45 1 I +45 I -45 I +45 / -45 I +45 / -45 I +40 1 -40 I +391 -39 1+32.91 -32 .91 +301 -30 +45 / -45 I +45 i -45 I I +45 I -45 I +45 I -45 I +45 / -45 I +40 I -40 I +39 I -39 1+32.91 -32 .91 +301 -30 +45 i -45 I +45 i -45 I I +45 i -45 I +45 i -45 I +45 i -45 I +40 t -40 I +39 / -39 1+32.9 / -32 .91 +30 t -30 +45 / -45 I +45 i -451 I +45 i -45 I +45 i -45 I +45 / -45 I +40 t-40 I +39 / -39 1+32.9 / -32 .91 +30 t -30 +45 I -45 I +45 I -45 1 I +45 I -45 I +45 / -45 I +43.8 I -43 .81 +40 I -40 I +39 / -39 I +32.9 / -32.91 +30 I -30 +45/-45 I +45/-45 I I +45/-45 1+44 .7/-44.71+41 .3/-41 .31 +401-40 I +39/-39 1+32.9/-32.91 +30/-30 +45 I -45 I +45 / -45 1 I +45 /-45 1+42.4 /-42.41 +39 I -39 I +38 /-38 1+37.7 /-37.71 +32 .9 /-32.91 +30 /-30 +45 / -45 l+44 .9 i -44 !9l+40.4 / -40 .4l +36.4 /-36.4l +33 .1 / -33 .1 l+32.1 / -32.1l+31 .8 / -31.8l+30.6 / -30.6I +30 i -30 XOOROX DESIGN PRESSURES (GLASS 1YPEA, B, C, ORD) I UNIT WIDTH ( IN) 29 .5 31 .5 I 35.5 39.5 41.5 43 .5 47.5 51 .5 54 +45 / -67.5 I +45 i -67 .5 I +45 i -67 .5 I +45 t -67.5 I +45 / -67.5 I +45 / -67 .5 I +45 / -61.9 I +45 i -54 .6 I +45 / -50 .8 +451 -67 .5 I +45 i -67 .5 I +45 i -67 .5 I +45 i -67.5 I +451 -67 .5 I +45 i -67.5 I +45 t-58.2 I +45 i -49 .5 I +451 -45 +45 i -67.5 I +45 i -67 .5 I +45 /-67.5 I +45 /-67.5 I +45 /-67.5 I +45 /-67.5 I +45 /-58.2 I +45 /-49.5 I +45 /-45 +45 i -67.5 I +45 i -67 .5 I +45 /-67.5 I +45 /-67.5 I +45 /-67.5 I +45 /-67.5 I +45 /-58.2 I +45 /-49.5 I +45 /-45 +45 / -67 .5 I +45 / -67 .5 I +45 / -67 .5 I +45 / -67.5 I +45 / -67.5 I +45 / -67 .5 I +45 / -58.2 I +45 / -49 .5 I +45 / -45 +45 i -67.5 I +45 t -67.5 I +45 t -67 .5 I +45 t -67 .5 I +45 t -67.5 I +45 / -67.5 I +45 t -58.2 I +45 t -49 .5 +45 /-45 +45 t -67.5 I +45 t -67.5 I +45 t-67.5 I +45 t-67.5 I +45 t-67.5 I +45 t-67.5 I +45 t-58.2 I +45 /-49.5 +45 /-45 +45 / -67.5 I +45 / -67 .5 I +45 / -67.5 I +45 t -67.5 I +45 t -67.5 I +45 t -67.5 I +45 / -58.2 I +45 / -49 .5 +45 /-45 +45 /-67 .5 I +45 i -67 .5 I +45 t -67 .5 I +45 t -67 .5 I +45 t-67.5 I +45 t-66.7 I +45 t-58.2 I +45 t-49.5 +45 /-45 +45 / -67.5 I +45 / -67 .5 I +45 t -67 .5 I +45 t -67.5 I +45 t -65 .9 I +45 t -63 .6 I +45 t -58 .2 I +45 t -49 .5 +45/-45 +45 I -67.5 I +45 / -67.5 I +45 / -67 .5 I +45 I -65.4 I +45 / -62 .9 I +45 I -60 .7 I +45 I -56 .9 I +45 I -49 .5 I +45 I -45 +45 t -67.5 I +451 -67 .5 I +45 / -65.6 I +45 t -60.1 I +45 / -57.8 I +45 / -55.7 I +45 / -52.1 I +45 / -49 .1 I +45 t -45 +45 i -67.5 I +45 i -67 .5 I +45 i -62 .5 I +45 i -57 .2 I +45 i -55 I +45 / -53 I +45 t -49.5 I +45 i -46 .6 I +45 / -45 NOTE S: I 1. IF SIZE INTENDED IS NOT SHO WN, USE NE XT LARGER SIZE 2. ALL XOX UNITS MUST USE EITHER GLASS TYPE B OR TYPE D ONLY. ~~Ji~-~ 190 0 SW 44 TH AVE. OCALA , FLOR IDA 34474 www .c ws.c c 8200 PVC HORZ. SLIDER NON-IMPACT ;J, ~ s: <(zs'. i== owO ~~8c::i Z W.....J □ 1-zW w zoz o:: __ f- Q <((/)~>-O0::S:ai U.. f-W Zf-S:::,:c z z:i:::;<(O::woo 0 Of-Oe,j<(If-0:: U UCJ)f-zD..f-Cl)O.. 0 Zc,~--~f-::JCI) ~ g~u(/)z5:;:u >-<(S:u..~Q:i:o~ 0:: ::;<(Of-f-f--<( 0::0::>-Cl)U;;:ZOCI) f-oof->-::J>_::; ~ ~~ffi(/)§~gJ~ 0.. -:z:O.. O::Q~(/) 0 Wf-O O..Io::>-8: ~ 8: ~s:8:(/) ,111111111,,,, '''\;,.sA. TUI/)/~/""✓ -"'~' "\) ,ca,;-.--;~-,~ ✓~ ......... \, ' *-:,, f* No . 58201 \lir:% --a -~ w-=,, X_ ~ '"' ~ ~~~TATE~~$ ~~ -"'<01110 ► -$° ~ " ,,,,,,,t1o,11,.'-,,,, 1,,,,,,1111111 8/05/2020 LUCAS A. TURNER , P.E. FL PE fl 5 8201 2428 Old Na tch ez Trc Tri Camd en, TN 3832 0 PH. 941 -380-1574 SHEET DESCRI PTIO N: COMPARATIVE ANALYSIS DRAWN BY: AAJ ow,n ·, CWS-340 SC ALE : 1:1 IJATt: 07 /01 /08 RE V.: F SHEET 3 OF 8 :431>------------t SECTION VIEW A-A ITEMS NOT SHOWN FOR CLARITY: 20, 25, 27, 34, 39, 40, 41, 48, 51, 52 I INTERIOR I I INTERIOR I 14: SECTION VIEW B-B SECTION C-C ALT. FIN/FLANGE FRAME ~~jf~-~ 1900 SW 44TH AVE . OCALA, FLORIDA 34474 www.cws .cc 8200 PVC HORZ. SLIDER NON-IMPACT ..J <( ~ z w 0 u:: z 0 (.) 0 z <( ii: i:: w ii: a. 0 oc a. ~ ~ <tz~ @~8 ~w8ci ~oz oc~z~ i::~~~oii:~a:i ZI::a:<tti:~::;;:i: Of-O ·<twoo Ucnf-ua.If-ll: 5t,3~-~;::3~ -zucn 2 ::,U- !;i:~"-::;;0oLLu ::a:<tO~~i!:O~ ococ>-cnu-z -ooti:>-::,~o~ ~cnwcnoowciiw -~ a. ...JC/) t- W f-O ~§?~~ i!: ~ ~~fficn a. ,,11111111,,,, ,"''v,r;;,.sA. T_!!_~~J11,, '"~cl!l••--•·:r ✓,. ~ ""' ~' ~ ~* *~ :::,i No. 58201 \a:-=: §;11[ ::Z::....*""'7"" lw§ ::;o :,..c_ 1111::: ~~ STA:TE~~~ ~ IP .. ,011101-,$° ~11tloNA.\. ,,,"' 111111111111'' 8/05/2020 LUCAS A. TURNER, P.E . FL PE# 58201 2428 Old Natchez Trc Tri Camden , TN 38320 PH . 941-380-1574 -SHEET DESCRIPTION: SECTION VIEWS ox DRAWN BY: AAJ DWG #: CWS-340 SCALE : 1:2 C>ATE: 07/01/08 REV .: F SHEET 4 OF 8 @>----1 § f1', . SECTION VIEW D-D ITEMS NOT SHOWN FOR CLARITY: 20, 25 , 27, 34, 39, 40, 41, 48, 51 , 52 :43: j1NTERIORI j1NTERIORI :43: ! SECTION VIEW E-E SECTION F-F ALT. FIN /FLANGE FRAME ~~,~~-~ 1900 SW 44TH AVE . OCALA, FLORIDA 34474 www.cws.cc 8200 PVC HORZ. SLIDER NON-IMPACT .J <( ;:: z w 0 u:: z 0 (.) 0 z <( ~ ~ a: Cl. ~ Cl. ~ ~ <(z~ @~8 ~~8ci ~o~ a::!::~~ i~~~OO::~!:Q ZI::,;<(t;:~::,;I 01-o ,<(woo UCl)l-(.)Cl.Il-0:: z-Cl)~z1-gitl. Q~B0z~u~ ~~t5~Q§?t5~ ::,; <( I-I-I-- a::a::>-Cl)U:;;:OZui 001->-::::i>_::,; lLCl)ffiC/)0LlJCl)W ~:i:Cl. ~5~ti; WI-~ Cl.I~>-i= Cl. ~ ~ l5:' Cl) ,111111111,,,,/ ,,,~c,S~~~~,i> ,.,.✓-;, ,$'~,eaN,t(" .. ...._, ~ ~ \, \*-S. f* No . 58201 o:; =:,,f .._,,.,_*,...,,.._. lW=: =.o\ "-::,.<'-. 1111::: ~~~TATE~~f ~ di ~01110" ,-$' ~,,..,~/(jNA\. ,,,,, 111 I// II J 1111 I I 8/05/2020 LUCAS A. TURNER, P.E. FL PE# 58201 2428 Old Natchez Trc Tri Camden, TN 38320 PH . 941 -380-1574 SHEET DES CRIPTIO N: SECTION VIEWS xox DRAWN BY: AAJ DWG #: CWS-340 SCALE: 1:2 DATE : 07/01/08 R EV.: F SHEET 5 OF 8 PARTS LIST ITEM I PART# I DESCRIPTION I MATERIAL 1 I H-6222 !Main Fr., SH, w/Flg., P,VC, Head PVC 2 I H-6222 !Main Fr., SH , w/Flg., P,VC, Sill PVC 3 I H-6222 !Main Fr., SH , w/FI~ .• PVC, L. Jb. PVC 4 I H-6222 !Main Fr., SH, w/Fl-9_., P,VC, R. Jb. PVC 5 I H-2121 !Meet. Rail, Fxd . I Alum 7 I H-6224 I Sash Meet. Rail, PVC I PVC 8 I H-2124 IReinf. Sash Meet. Rail ! Alum 9 I H-6223 I Sash Bottom Rail , PVC {S.S.R. for HS) PVC 10 I S-2129 IReinf. S.B.R./S .S.R, I Alum 11 I H-6225 I Sash Top/Bot. Rail PVC 12 I S-1776 I Roller track Alum 13 I S-6237 IGlz. Bd., 7/8",Fxd ., Hciriz. PVC 14 I S-6237 IGlz. Bd., 7/8",Fxd., Vert. PVC 15 I S-6228 I Fixed Rail Cover PVC 17 I S-6226 IScm. Adapt., w/ Nib, P,VC PVC 18 I S-6227 IScrn. Adapt., PVC PVC 21 I P-3804 I Roller, Tandem Nylon 22 I P-3783 !Lock , Impact , PVC Zinc 23 I P-4069 I Keeper, Impact, PVC I Zinc 24 I P-4479 I Weep Cover w/ Flap I 25 I P-4959 IWstp., 0.420 x .1 87 back FinSeal, Gray N)llon 26 I P-3305 IWslp., 0.270 x .187 back FinSeal, Gray 27 I P-4638 1#8 x 2.5 Ph Modifed Truss , Type A TEK I Steel 29 I P-3768 1#8 x 0.625 Ph PH SMS I Steel 30 I P-4051W 1#8 x 1.250 Ph FH TEK ( Wht. I Steel 31 I P-3748W 1#6 x 0.625 Quad FH TEK, Whl. I Steel 34 P-3342 Seam Sealer. SM-5504 Silicone 35 P-5588 Cap Plug, 1/2" Hole I Nylon 36 Purfect Glaze "H" or Sikaflex 552 Silicone 38 P-5615 Set. Blk., 85 Dur., 1/8"1 x 1" x 2" Lg . Rubber 39 P-3683 HS-8200 Gold Cert . Label , NFRC, Non-Impact ASTME 40 I P-3881 !Temporary Lbl. (NFRC/DP) 41 I P-3613 ICWS Lbl. (logo) 42 I !Glass, Fixed {See Shi 12) 43 I !Glass, Sash {See Sht 2) 46 I P-3218 !Screen Frame, Horiz . I RollForm 47 I P-3218 !Screen Frame, Vert . I RollForm 48 I P-3321 !Screen Frame Comer Key Nylon 49 I P-3581 !Screen Cloth, 18 x 16 Fiber_9_lass 50 I P-3228 !Screen Spline, .155 Dia., Blk. 51 I P-3029 I Screen Pull Tab 52 I P-3033 !Screen Spring , SS 54 I H-6231 !Main Fr., SH, w/ Fin., PVC PVC ~,,,.._< 2 3/4 " Lrr= PVC FRAME FLANGE H-6222 ~-] "[ap L ~· 1,15• PVC SASH MTG RAIL H-6224 ft"] , .. -~ Lg ~ 1,15•9 PVC SASH PULL RAIUSTILE H-6223 rF"··----, _CT'"::· r-E-. 1 rr 1 1...J~ ,,,. ~ 39/16" rr= 1Lg~ 1/16" 1 ~ ~ MTGRAIL PVC SASH RAIUSTILE H-2121 H-6225 PVC FRAME FIN/FLANGE 7/16" H-6231 ~ 1 1/16 ROLLER TRACK S-1776 11:,8-b 13/16"...j...__j PVC MTG RAIL COVER S-6228 L--hi"r11/16" 7/16" ~---@ G,~_I PVC SCREEN CATCH S-6226 7/~" 7 j_{.,,.~ PVC GLAZING BEAD S-6237 Lr----if 11,15• 1/4 " ~ Gt:_1 ~ PVC SCREEN SUPPORT S-6227 LMs,8· 5/16 " ~ ~-@, REINF. SBR/SSR S-2129 !LINE ITEMS NOT USED: 6, 16, 19-20, 28,_32-33 , 37, 44-45, 53 NOTE: ALL ALUMINUM EXTRUSIONS ARE 6063-T6 UNLESS OTHERWISE NOTED. CORNER CONSTRUCTION ~ CORNER WELD (ALL SIDES) 1:8 ~ FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1:8 ~ SL_ " REINF. SASH MTG RAIL H-2124 £~j~~-~ 1900 SW 44TH AVE OCALA. FLORIDA 34474 www.cws.cc 8200 PVC HORZ. SLIDER NON-IMPACT ..J <( ~ z w 0 u: z 0 () 0 z <( >-0:: ~ w 1i: 0.. ~ 0.. ~ s: <(zS: @~8 ~~8 □ zoz o::!::~~ ~~§::~00::S:~ Z :r:::;; <( ti'. S:::;; I Of-O ·<(woo OCJ)f-Oo..If-0:: z-Cl)Z f-(1)0.. oC>:::J--~ .... ~CJ) -zOCJ)z:::,~- :.i:§::~~Q.~~~ ~~>-tnti!::z~ o □!i:>-:::,S:Q::;; LLCJ)WCJ)OWCJ)W ~:co.. ~B~tn Wf-~ O..I~>-i:: 0.. 8!S:~CJ) \\\11111//11,1/ '''\,,~'.~~~,9 ,..,.,,, ..:::-'~'-:i ,e•,.•;'·\~ ~ "' *~ ::*, No . 58201 ,ti!!~ ="'r X*.:Z:: '"'== ="1 ' '"':::: ;(?..~'TATEOF l._~~ ..;_~~ t-/C,~ ~ If ~o,u~.~ ,-:-... ,.,,,.•toN A\.,;, '''"'"""'' 8/05/2020 LUCAS A. TURNER , P.E. FL PE# 58201 2428 Old Natchez Trc Tri Camden, TN 38320 PH. 941-380-1574 SHEET DESCRIPTION: SOM AND EXTRUSIONS DRAWN BY: DATE: AAJ 07/01/08 DWG#: REV .: CWS-340 F SCALE: SHEET 1:2 6 OF 8 NOTES: IT: MAX. O.C. (TYP.)---+-+--- 1 @SASH 6' MAX. (TYP.)-----J 1- 6" MAX. (TYP.)-]__L 16" MAX.0.C.r (TYP.) t-· r;~r-0.C.-i_ ANCHOR@ MIDSPAN --7. (TYP.) X ,~ <r. l fr 3" (TYP.) 11 3/16" MAX. O.C. (TYP.) @FIXED tr_ 0 X ANCHOR LAYOUT-(FLANGE) 4" MAX.(TYP .)ll il8" MAX.O.C.(TYP.) 4" MAX. (TYP.)7_ 11 I 8" MAX. O.C. J (TYP) q X 0 X ANCHOR LAYOUT -(FIN) !SEE NOTE2 .,,__ INSTALLATION ANCHOR (TYP.) (';::i jSEENOTE2 ~ I--INSTALLATION ANCHOR (TYP.) 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 15" MAX. O.C. (TYP.)n 6' MAX. (TYP.) y_ 6" MAX. (TYP.)-i_L1t3" (TYP.) 10" MAX. O.C. J (TYP.) 0 Ii:> X I ANCHOR LAYOUT -(FLANGE) 4• MAX. (TYP.), rr 8" MAX. o.c . (TYP.) 4" MAX. (TYP .)7_ I ' 8" MAX. O.C . ___J- (TYP) 0 ¢ X I-INSTALLATION ANCHOR (TYP .) ANCHOR LAYOUT -(FIN) 2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE. SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 8. 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 8. 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 -1X BUCKS ARE OPTIONAL. 7. A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL. 8. WOOO 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 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. I 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), FMNAAMA 200(FLANGE WINDOWS), FMNWDMA 250(BOX WINDOWS), FMNAAMNWDMA 300(EXTERIOR DOORS) ~~!$?~-~ 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.cws.cc 8200 PVC HORZ. SLIDER NON-IMPACT ..J <l'. fC= z w 0 u:: z 0 (.) 0 z <l'. ~ ~ ii: 0.. ~ 0.. ~ :S: <l'.z :S: owO C/lwOci ~5~ ~!::~~ ~~§:~00:::S:~ z:r:::e<i:~:S:::;;:r: Of-O .-,:WOO (.) C/l f-(.) 0.. If-a:: z-CllZ t-C/lO.. oC9::::i--~f-u::::i(/) -zOCllz::::i - l;,;;LL::!:OOLLZ(.) ->owfC=:r:o_ ~~>-tiiu!::zc,; oo~>-::::,:S:Q::;; LLC/lWC/lDWC/lW ~:i:0.. ~5~ti; Wf-O o..:r:::!:>- i1: 8: ~ :s: ffi (/) 0.. ,111111111,,,, ,,,1_._5 ,._ ru,w~j,..,,. ~ \ ~V' --.... 'T ,:, ❖ \, \C,N• .... ~ ~ ~ \; ·~ :::* No. 58201 ,a::: ;:"DI -.,,.o....z: lW= :.a, ,-; J.111::: ~OM;, STATE~OF~J ~ ,., '" ... ~ ~ ·•oRtO "' -:-,.,,/lto,11,\. ,,,,,, ,,,,,,11,1111' 8/05/2020 LUCAS A . TURNER. P.E . FL PE# 58201 2428 Old Natchez Trc Tri Camden, TN 38320 PH . 941-380-1574 SHEET DESCRIPTION: ANCHOR SCHEDULE AND NOTES DRAWN BY: DATE: AAJ 07/01/08 DWG#: REV.: CWS-340 F SCALE: SHEET 1:40 7 OF 8 I TYPICAL HEAD ANCHORAGE SUBSTRATE BY OTHERS SEE TABLE 1 I ) I MIN. EDGE DIST. / / / SEETABLE1 A7 7 ,,1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER INSTALLATION ANCHOR------;-----; SEE TABLE 1 MIN . EMBEDMENT SEE TABLE 1 1/4" MAX SHIM SEALANT BEHIND ~I FLANGE BY INSTALLER l ~/, : , , 11 ►-=--,x.,..-,---T PERIMETER SEALANT----,/ BY INSTALLER INSIDE AND OUT I MIN. EMBEDMENT SEE TABLE 1 SUBSTRATE BY OTHERS SEE TABLE 1 A I MIN. EDGE DIST. SEE TABLE 1 VERTICAL SECTION TYPICAL SILL ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS FRAME TYPE SUBSTRATE TYPE I ANCHOR TYPE FLANGE CONCRETE (2 .0 KSI MIN.) 3/16" 11W TAPCON FLANGE HOLLOW OR GROUT-FILLED CMU (117 PCF MIN .) 3/16" ITW TAPCON FLANGE CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON FLANGE GROUT-FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON FLANGE 2XMIN. SOUTHERN PINE (G=0.55) 3/16" 11W TAPCON OR ELCO UL TRACON FLANGE 2XMIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW FLANGE 16 GAUGE (0 .060 ") MIN. STEEL STUD #10-16 HILTl KWIK-FLEXOR 11W (33 KSI YIELD MIN) I TEKS SELF-DRILLING SCREW FLANGE 1/8" ALUM. (6063-TS MIN.) OR #10 GRADE 5 SELF-TAPPING/ 1/8" STEEL (33 KSI MIN\i DRILLING SCREW FIN 2XMIN. SOUTHERN PINE (G=0.55) #8 WOOD SCREW MIN. EMBEDMENT --,...----. SEE TABLE 1 B HORIZONTAL SECTION SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER MIN. EDGE DIST. SEE TABLE 1 [ SUBSTRATE BY OTHERS C • SEE TABLE 1 I MIN. EMBEDMENT SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT INSTALLATION ANCHOR SEE TABLE 1 ~---SEALANT BEHIND FIN BY INSTALLER HORIZONTAL SECTION TYPICAL JAMB ANCHORAGE TYPICAL FIN ANCHORAGE MIN . EMBEDMENT MIN. EDGE DIST. 1-1/2" 1-1/8" 1" 2'' 1· 1· 1-1/4" 2-1/2" 1-3/8" 7/8" 1-3/8" 7/8" FULL THREAD 7/16" THRU 0.060" FULL THREAD 7/16" THRU 0.125" 1-1/2" 7/16" HEAD AND SILL SIMILAR FOR FIN INSTALLATION PERIMETER SEALANT-- BY INSTALLER INSIDE AND OUT D \ HORIZONTAL SECTION 6 J 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. ~~JR?!f~ 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www .cws.cc 8200 PVC HORZ. SLIDER NON-IMPACT -' <( i= z w Cl u: z 8 Cl z <( ~ ~ 1i: n. ~ n. ~ S: <tzS: owO C/lwOc:i ~5~ ~I:=~~ ~~§:~00:S:~ z:i:::;;;<tli:S::;;;:i:: O>--O ,<(woo U(l)f-Un.I>--lr z-(l)Z f--(1)0. oC9::,-_~>--~C/l -zUC/lz::,~- ~§:l5~Q~l5~ :;;; <( .... .... .... - crcr>-C/lU§:5ui ~~li:iii5wcii~ z-8: O-'C/l>-- wi=O crO~C/l :i:: er n.:i::cr>- >--n. 8!s:g:(/) \\\\lllll/111, ,,,\ <:)-SA. TUF/)j~l1/ " .,_'\J ----''i' ✓,. S, ""\CEN_,., ... , ~ ~* \*-=-=-v No . 58201 ,a:= ::;II X....*X. '"'== -:;o , llll::: ::..« STATEOF ~::: ~ d' ,..<ortr:,t-.-,t.(€;,f _.,,,,tldN A (t,~,'-'' ,,,,,,111111\\ 8/05/2020 LUCAS A. TURNER, P.E. FL PE# 58201 2428 Old Natchez Trc Tri Camden, TN 38320 PH. 941-380-1574 SHEET DESCRIPTION: INSTALLATION DETAILS DRAWN BY: DATE: AAJ 07/01/08 DWG#: REV .: CWS-340 F SCALE : SHEET 1:2 8 OFB R E S 2 1 - 0 3 7 8 1 / 7 / 2 0 2 1 ► O f ' F l C E O F T H E S E c a E T A f W . . F l o r i d a B u i l d i n g C o d e O n l i n e f t M 4 , I U • : I f f H ❖ , i - 1 - P f ◄ d B C I S H o m e I L o g I n I U s e r R e g i s t r a t i o n H o t T o p i c s I S u b m i t S u r c h a r g e I S t a t s & F a c t s I P u b l i c a t i o n s I C o n t a c t U s I B C I S S i t e M a p I l i n k s I S e a r c h I / i U t P r o d u c t A p p r o v a l ~ U S E R : P u b l i c U s e r P r o d u c t A p P . r o v a l M e n u > P r o d u c t o r A p _ P . : l i c a t i o n S e a r c h > 8 . P . . P . l i c a t i o n L i s t > A p p l i c a t i o n D e t a i l F L # A p p l i c a t i o n T y p e C o d e V e r s i o n A p p l i c a t i o n S t a t u s C o m m e n t s A r c h i v e d P r o d u c t M a n u f a c t u r e r A d d r e s s / P h o n e / E m a i l A u t h o r i z e d S i g n a t u r e T e c h n i c a l R e p r e s e n t a t i v e A d d r e s s / P h o n e / E m a i l Q u a l i t y A s s u r a n c e R e p r e s e n t a t i v e A d d r e s s / P h o n e / E m a i l C a t e g o r y S u b c a t e g o r y F L 4 0 9 2 - R 9 R e v i s i o n 2 0 2 0 A p p r o v e d L J C u s t o m W i n d o w S y s t e m s I n c . 1 9 0 0 S W 4 4 t h A v e n u e O c a l a , F L 3 4 4 7 4 ( 3 5 2 ) 3 6 8 - 6 9 2 2 E x t 2 9 1 j l a t h r o p @ c w s . c c J a y L a t h r o p j l a t h r o p @ c w s . c c J a y L a t h r o p 1 9 0 0 S W 4 4 t h A v e O c a l a , F L 3 4 4 7 4 ( 3 5 2 ) 3 6 8 - 6 9 2 2 E x t 2 9 1 j l a t h r o p @ c w s . c c J a y L a t h r o p 1 9 0 0 S W 4 4 t h A v e . O c a l a , F L 3 4 4 7 4 ( 3 5 2 ) 3 6 8 - 6 9 2 2 E x t 2 9 1 j l a t h r o p @ c w s . c c W i n d o w s H o r i z o n t a l S l i d e r C o m p l i a n c e M e t h o d E v a l u a t i o n R e p o r t f r o m a F l o r i d a R e g i s t e r e d A r c h i t e c t o r a L i c e n s e d F l o r i d a P r o f e s s i o n a l E n g i n e e r L . J E v a l u a t i o n R e p o r t - H a r d c o p y R e c e i v e d F l o r i d a E n g i n e e r o r A r c h i t e c t N a m e w h o d e v e l o p e d t h e L u c a s A . T u r n e r E v a l u a t i o n R e p o r t F l o r i d a L i c e n s e Q u a l i t y A s s u r a n c e E n t i t y Q u a l i t y A s s u r a n c e C o n t r a c t E x p i r a t i o n D a t e V a l i d a t e d B y C e r t i f i c a t e o f I n d e p e n d e n c e R e f e r e n c e d S t a n d a r d a n d Y e a r ( o f S t a n d a r d ) E q u i v a l e n c e o f P r o d u c t S t a n d a r d s C e r t i f i e d B y P E - 5 8 2 0 1 K e y s t o n e C e r t i f i c a t i o n s , I n c . 0 7 / 2 1 / 2 0 2 8 S t e v e n M . U r i c h , P E V a l i d a t i o n C h e c k l i s t - H a r d c o p y R e c e i v e d F L 4 0 9 2 R 9 C O I E v a l R e 1 2 o r t 2 2 3 F , P - d f S t a n d a r d A A M A / W D M A / C S A 1 0 1 / I . S . 2 / A 4 4 0 P A T A S 2 0 2 F l o r i d a L i c e n s e d P r o f e s s i o n a l E n g i n e e r o r A r c h i t e c t F L 4 0 9 2 R 9 E g u i v 8 2 0 0 N I E g u i v a l e n c y . , _ 1 2 d f Y e a r 2 0 0 8 1 9 9 4 h t t p s : / / f l o r i d a b u i l d i n g . o r g / p r / p r _ a p p _ d t l . a s p x ? p a r a m = w G E V X Q w t D q u z 9 3 1 % 2 b 4 g 5 f a O O z M 2 M 4 G T n B x o S 2 i z z z G B A % 3 d 1 / 2 1 / 7 / 2 0 2 1 S e c t i o n s f r o m t h e C o d e P r o d u c t A p p r o v a l M e t h o d D a t e S u b m i t t e d D a t e V a l i d a t e d D a t e P e n d i n g F B C A p p r o v a l D a t e A p p r o v e d s u m m a r v o f p d r o u c t s F l o r i d a B u i l d i n g C o d e O n l i n e M e t h o d 1 O p t i o n D 0 8 / 0 8 / 2 0 2 0 0 8 / 0 9 / 2 0 2 0 0 8 / 1 9 / 2 0 2 0 1 0 / 1 3 / 2 0 2 0 F L # M o d e l , N u m b e r o r N a m e D e s c r i p t i o n 4 0 9 2 . 1 H S - 8 2 0 0 8 2 0 0 V i n y l F l a n g e a n d F i n H o r i z o n t a l S l i d i n g W i n d o w L i m i t s o f U s e I n s t a l l a t i o n I n s t r u c t i o n s A p p r o v e d f o r u s e i n H V H Z : N o F L 4 0 9 2 R 9 I I C W S - 3 4 0 F , R d f A p p r o v e d f o r u s e o u t s i d e H V H Z : Y e s V e r i f i e d B y : L u c a s A . T u r n e r 5 8 2 0 1 I m p a c t R e s i s t a n t : N o C r e a t e d b y I n d e p e n d e n t T h i r d P a r t y : Y e s D e s i g n P r e s s u r e : N / A E v a l u a t i o n R e p o r t s O t h e r : H S - 8 2 0 0 , 5 4 x 6 2 , 2 l i t e , D P 4 5 P S F ; H S - 8 2 0 0 , 1 2 5 F L 4 0 9 2 R 9 A E E v a l R e R o r t 3 4 0 F , R d f 5 / 8 x 6 2 , 3 l i t e , D P 3 0 P S F . G l a s s c o m p l i e s w i t h A S T M E 1 3 0 0 . C r e a t e d b y I n d e p e n d e n t T h i r d P a r t y : Y e s 4 0 9 2 . 2 H S - 8 2 0 0 H S - 8 2 0 0 V i n y l F l a n g e / F i n H o r i z o n t a l S l i d i n g W i n d o w L i m i t s o f U s e I n s t a l l a t i o n I n s t r u c t i o n s A p p r o v e d f o r u s e i n H V H Z : N o F L 4 0 9 2 R 9 I I C W S - 2 2 3 F , R d f A p p r o v e d f o r u s e o u t s i d e H V H Z : Y e s V e r i f i e d B y : L u c a s A . T u r n e r 5 8 2 0 1 I m p a c t R e s i s t a n t : N o C r e a t e d b y I n d e p e n d e n t T h i r d P a r t y : Y e s D e s i g n P r e s s u r e : + 4 0 / - 4 0 E v a l u a t i o n R e p o r t s O t h e r : H S - 8 2 0 0 P V C H o r i z o n t a l S l i d e r , X O o r o x , 7 2 " x 7 2 " , F L 4 0 9 2 R 9 A E E v a 1 R e R o r t 2 2 3 F , R d f D P 4 0 P S F . G l a s s c o n f o r m s t o A S T M E 1 3 0 0 . C r e a t e d b y I n d e p e n d e n t T h i r d P a r t y : Y e s 4 0 9 2 . 3 H S - 8 2 0 0 H S - 8 2 0 0 P V C H o r i z o n t a l S l i d e r , O X o r X O . L i m i t s o f U s e I n s t a l l a t i o n I n s t r u c t i o n s A p p r o v e d f o r u s e i n H V H Z : Y e s F L 4 0 9 2 R 9 I I C W S - 4 8 6 D , R d f A p p r o v e d f o r u s e o u t s i d e H V H Z : Y e s V e r i f i e d B y : L u c a s A . T u r n e r 5 8 2 0 1 I m p a c t R e s i s t a n t : N o C r e a t e d b y I n d e p e n d e n t T h i r d P a r t y : Y e s D e s i g n P r e s s u r e : N / A E v a l u a t i o n R e p o r t s O t h e r : H S - 8 2 0 0 P V C H o r i z o n t a l S l i d e r , X O o r O X , 7 4 " x 5 4 " . F L 4 0 9 2 R 9 A E E v a l R e R o r t 4 8 6 D , R d f S e e I n s t a l l a t i o n d r a w i n g s f o r D e s i g n P r e s s u r e . G l a s s c o m p l i e s C r e a t e d b y I n d e p e n d e n t T h i r d P a r t y : Y e s w i t h A S T M E 1 3 0 0 . C o n t a c t U s : : 2 6 0 1 B l a i r S t o n e R o a d . T a l l a h a s s e e F L 3 2 3 9 9 P h o n e : 8 5 0 - 4 8 7 - 1 8 2 4 T h e S t a t e o f F l o r i d a i s a n A A / E E O e m p l o y e r . J ; ; Q P - l ( r i g h t 2 0 0 7 - 2 0 1 3 S t a t e o f F l o r i d a . : : P r i v a c y S t a t e m e n t : : A c c e s s i b i l i t y S t a t e m e n t : : R e f u n d S t a t e m e n t U n d e r F l o r i d a l a w , e m a i l a d d r e s s e s a r e p u b l i c r e c o r d s . I f y o u d o n o t w a n t y o u r e · m a i l a d d r e s s r e l e a s e d i n r e s p o n s e t o a p u b l i c - r e c o r d s r e q u e s t , d o n o t s e n d e l e c t r o n i c · m a i l t o t h i s e n t i t y . I n s t e a d , c o n t a c t t h e o f f i c e b y p h o n e o r b y t r a d i t i o n a l m a i l . I f y o u h a v e a n y q u e s t i o n s . p l e a s e c o n t a c t 8 5 0 . 4 8 7 . 1 3 9 5 . * P u r s u a n t t o S e c t i o n 4 5 5 . 2 7 5 ( 1 ) , F l o r i d a S t a t u t e s , e f f e c t i v e O c t o b e r 1 , 2 0 1 2 , l i c e n s e e s l i c e n s e d u n d e r C h a p t e r 4 5 5 , F . S . m u s t p r o v i d e t h e D e p a r t m e n t w i t h a n e m a i l a d d r e s s i f t h e y h a v e o n e . T h e e m a i l s p r o v i d e d m a y b e u s e d f o r o f f i c i a l c o m m u n i c a t i o n w i t h t h e l i c e n s e e . H o w e v e r e m a i l a d d r e s s e s a r e p u b l i c r e c o r d . I f y o u d o n o t w i s h t o s u p p l y a p e r s o n a l a d d r e s s , p l e a s e p r o v i d e t h e D e p a r t m e n t w i t h a n e m a i l a d d r e s s w h i c h c a n b e m a d e a v a i l a b l e t o t h e p u b l i c . T o d e t e r m i n e i f y o u a r e a l i c e n s e e u n d e r C h a p t e r 4 5 5 , F . S . , p l e a s e c l i c k ~ - P r o d u c t A p p r o v a l A c c e p t s : ~ = - j l ~ I l ~ h ~ c ~ I I i i C r e d i t C a r d S a f e s e c u r i t y M E T R I C S ' h t t p s : / / f l o r i d a b u i l d i n g . o r g / p r / p r _ a p p _ d t l . a s p x ? p a r a m = w G E V X Q w t D q u z 9 3 1 % 2 b 4 g 5 f a O O z M 2 M 4 G T n B x o S 2 i z z z G B A % 3 d 2 / 2 T U R N E R E N G I N E E R I N G & C O N S U L T I N G , I N C . 2 4 2 8 O l d N a t c h e z T r a c e T r a i l C a m d e n , T N 3 8 3 2 0 P h . 9 4 1 - 3 8 0 - 1 5 7 4 F B P E C . O . A . # 2 9 7 7 9 E v a l u a t i o n R e p o r t - C W S - 2 2 3 F A u g u s t 0 4 , 2 0 2 0 P r o d u c t D e s c r i p t i o n : S e r i e s 8 2 0 0 P V C H o r i z o n t a l S l i d e r W i n d o w , N o n I m p a c t , 7 2 " x 7 2 " u n i t s i z e X O o r O X M a n u f a c t u r e r : C u s t o m W i n d o w S y s t e m s , I n c . 1 9 0 0 S W 4 4 t h A v e , O c a l a , F L 3 4 4 7 4 S t a t e m e n t o f C o m p l i a n c e : T h i s r e p o r t e v a l u a t e s t h e a b o v e - l i s t e d p r o d u c t p e r t h e r e q u i r e m e n t s o f F A C P r o d u c t A p p r o v a l R u l e C h a p t e r 6 1 0 2 0 - 3 . 0 0 5 ( 4 ) . T h i s p r o d u c t c o m p l i e s w i t h t h e r e q u i r e m e n t s o f t h e i 1 1 E d i t i o n ( 2 0 2 0 ) F l o r i d a B u i l d i n g C o d e o u t s i d e t h e H i g h V e l o c i t y H u r r i c a n e Z o n e . T h e p r o d u c t t e s t i n g s t a n d a r d s p e r f o r m e d a r e o u t l i n e d b e l o w . T e c h n i c a l D o c u m e n t a t i o n : 1 ) T h i s r e p o r t , p r e p a r e d b y L u c a s A . T u r n e r , P E , a t 2 4 2 8 O l d N a t c h e z T r c T r l , C a m d e n , T N 2 ) A p p r o v a l d r a w i n g C W S - 2 2 3 F , s i g n e d a n d s e a l e d b y L u c a s A . T u r n e r , P . E . 3 ) T e s t R e p o r t N C T L - 2 1 0 - 3 8 7 0 - 1 a n d - I A , f r o m N a t i o n a l C e r t i f i e d T e s t i n g L a b o r a t o r i e s , O r l a n d o , F L s i g n e d a n d s e a l e d b y G e r a r d J . F e r r a r a , P . E . a . T e s t i n g P e r f o r m e d : A A M A / W D M A / C S A 1 0 1 / I . S . 2 / A 4 4 0 - 0 8 4 ) S u p p l e m e n t a l C a l c u l a t i o n s t o s u p p o r t C W S - 2 2 3 F , s i g n e d a n d s e a l e d b y L u c a s A . T u r n e r , P . E . I n s t a l l a t i o n : U n i t s m u s t b e i n s t a l l e d a c c o r d i n g t o a p p r o v a l d o c u m e n t C W S - 2 2 3 F . L i m i t a t i o n s o f U s e : T h i s p r o d u c t : • M a y b e u s e d i n O X o r X O c o n f i g u r a t i o n i n s i z e s u p t o 7 2 " x 7 2 " u n i t s i z e , w i t h m a x . g l a s s d a y l i g h t w i d t h s a s s h o w n i n C W S - 2 2 3 F • A c h i e v e s d e s i g n p r e s s u r e s a s i n d i c a t e d i n c o m p a r a t i v e a n a l y s i s t a b l e s i n C W S - 2 2 3 F • I s n o n - i m p a c t a n d r e q u i r e s t h e u s e o f s h u t t e r s • M a y n o t b e u s e d i n t h e H i g h V e l o c i t y H u r r i c a n e Z o n e • R e q u i r e s g l a z i n g a s s h o w n i n C W S - 2 2 3 F • R e q u i r e s Q u a n e x ( M i k r o n ) w h i t e r i g i d P V C e x t r u s i o n s a s s h o w n i n C W S - 2 2 3 F C e r t i f i c a t i o n o f I n d e p e n d e n c e : I d o n o t h a v e , n o r d o I i n t e n d t o a c q u i r e , n o r w i l l I a c q u i r e , a f i n a n c i a l i n t e r e s t i n C u s t o m W i n d o w S y s t e m s o r i n a n y c o m p a n y m a n u f a c t u r i n g o r d i s t r i b u t i n g p r o d u c t s f o r w h i c h t h i s r e p o r t i s b e i n g i s s u e d . I d o n o t h a v e , n o r d o I i n t e n d t o a c q u i r e , n o r w i l l I a c q u i r e , a f i n a n c i a l i n t e r e s t i n a n y o t h e r e n t i t y i n v o l v e d i n t h e t e s t i n g o r a p p r o v a l p r o c e s s o f t h i s p r o d u c t . L u c a s T u r n e r 2 0 2 0 . 0 8 . 0 6 1 5 : 0 8 : 2 9 - 0 5 1 0 0 1 0 8 / 0 4 / 2 0 2 0 L u c a s A . T u r n e r , P . E . F L P E # 5 8 2 0 1 I HORIZONTAL SLIDER-NON-IMPACT 73 FLA HE , 1/4 " ANGE clGHT I r~ -- B I I I I 72" I MAX I UNIT HEIGHT I 671 3/16" I GLASS I DLO I I I -- 73 1/4" FLANGE WIDTH 72 " MAX UNIT WIDTH A~ ----·1- I I --"T 7--I I I I I I 0 I Ix I I I I I I I I I I I c~ I I I .J. .I_ - c__J A__J --- - j ¢J - EB I ~n I B I I I I I I I I 16\ ,; I . 651 /4" 68 9/ MAX SASI HEIG 16" H HT GLASS DLO -32" GLASS DLO--32" GLASS DLO- -355/16" MAXSAS HWIDTH- TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS ..... 1 DP CHART & GLAZING DETA ILS ........ 2 MAX. UNIT SIZE DESIGN PRESSURE RATING SECTION VIEWS & ALT. FRAME .... .1.. .. 3 EXTRUSIONS & B.O .M ..................... !. . .4 ANCHOR SCHEDULE & NOTES ...... !. .. 5 INSTALLATION DETAILS ..................... 6 72" X 72" SEE COMPARATIVE ANALYSIS CHART , SHEET 2 GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFA CTURED TO COMPLY W ITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS: "OX", "XO ". 4 . DESIGN PRESSURE RATING (SEE SHEET 2): -NEGATIVE DESIGN LOADS BASED ON , TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. -POSITIVE DESIGN LOADS BASED ON , TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04e01 /09. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1 .6 W AS USED FOR W OOD ANCHOR CALCULATIONS. 6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PR OTECTIVE SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION . 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FI XED MEETING RAIL AND HEAD/SILL. 8. SERIES / MODEL DESIGNATION HS-8200. 9. THE DESIGNATION X AND O STAND FOR THE FOLLOW ING: X = OPERABLE SASH, 0 = FI XED 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. IMPACT RATING NONE Lucas Turner 2020.08.06 14:56:12 -05'00' ~l?gf!f~ 1900 SW 44TH AVE. OCALA , FLORIDA 344 74 w ww .c ws.c c 8200 PVC HORZ. SLIDER NON-IMPACT ...J <( i= z w 0 u:: z 0 (.) 0 z <( 1r ;:: w ii: Q. 0 a:: Q. ~ s: <CzS: owO Cl)w0c:i ~6~ ~~~~ ~~3:~oii:§:1Q z:c::a:<Ch'.S:::;;:c Of-O ·<Cwoo UCl)f-Uu.:Cf-0:: 5C:,~~~:::~~ -zUC/)z::,u- ~§:LLilJQ~LL~ ::a:<COf-f-f-o_ a::ll'.'.>-Cl)U-Z - ooh'.>-::,S:O~ u.U>wU)□wU>w ~j:Q. ~5~t:; w f-O u.:c::;;>-~ g; ~s:ffi(/) Q. ,11111111,,,,, ,,'\:;,.sA. rullN~/,,,,,, "" '-,:, ,c•~~--..._ %. ~ " \*-:. l* No . 58201 ,ii:; ::,i ...,,.._*,....,_ IW:: ::;11 ~:,..c_.. lfll::: °;~~TATE OF~~ -::. "<ottt0t--." ~ "• -~ " .,,,,,, ~NA\. ,,,, ,,,,,,,1111111 8/05/2020 LUCAS A . TURNER, P .E. FL PE # 58201 2428 Old Natchez T rc Tri Camden, TN 38320 PH. 941-380-1574 SHEET DE SC RI PT ION : GENERAL NOTES AND ELEVATIONS DRAWN BY: DATE : ADE 09/12/07 OWG #: REV.: CWS-223 F SCALE : SHEET 1 :14.29 1 OF6 I I I Equal Split OX or XO Design Pressures (PSF) (QwiFi~-~ Unit I Unit Width (in.) Height Glass (in .) Type 351/2 I 391/2 431/2 471/2 511/2 551/2 591/2 631/2 671/2 72 1900 SW 44TH AVE. A +60.o I -60.0 +60.0 I -60.0 +60.0 I -60.o +60.0 I -60.o +60.0 I -60.0 +60.o I -60.o +58.6 I -58.6 +51.4 I -51.4 +45.5 I -45.5 +40. o I -40. o OCALA. FLORIDA 34474 351/2 www.cws.cc B ,C,D +60.o I -60.0 +60.0 I -60.0 +60.0 I -60.o +60.0 I -60.o +60.0 I -60.0 +60.o I -60.o +58.6 I -58.6 +51.4 I -51.4 +45 .5 I -45.5 +40.0 I -40.o 391/2 A +60.o I -60.0 +60.0 I -60.0 +60.0 I -60.0 +60.0 I -60.o +60.o I -60.0 +60.o I -60.0 +58.6 I -58.6 +51.4 I -51.4 +45.5 I -45.5 +40. o I -40. o B.C,D +60.o I -60.o +60.0 I -60.o +60.0 I -60.o +60.0 I -60.o +60.0 I -60.0 +60.o I -60.o +58.6 I -58.6 +51.4 I -51.4 +45 .5 I -45 .5 +40.o I -40.o 8200 PVC A +60.o I -60.0 +60.0/-60.0 +60.0 I -60.o +60.o I -60.o +60.0/-60.0 +60.o I -60.o +58.6 I -58.6 +51.4 I -51.4 +45.5 I -45.5 +40.o I -40.o HORZ. SLIDER 431/2 B,C,D +60.o I -60.o +60.0/-60.0 +60.0 I -60.o +60.o I -60.o +60.o I -60.0 +60.0/-60.0 +58.6 I -58.6 +51.4 I -51.4 +45.5/-45.5 +40.o I -40.o NON-IMPACT 471/2 A +60.o I -60.o +60.0/-60.0 +60.0/-60.0 +60.o I -60.o +60.o I -60.o +60.o I -60.o +58.6 I -58.6 +51.4 I -51.4 +45.5 I -45.5 +40. o I -40. o B,C,D +60.o I -60.o +60.0 I -60.o +60.0/-60.0 +60.o I -60.o +60.o I -60.0 +60.0/-60.0 +58.6 I -58.6 +51.4/ -51.4 +45.S I -45.5 +40.0/-40.0 --' ~ ~ <z~ < A +60.o I -60.0 +60. o I -60. o +60.0 I -60.o +60.o I -60.o +60.o I -60.0 +60.o I -60.o +58.6 I -58.6 +51.4/-51.4 +45.5 I -45.5 +4o.o I -40.o i'.= owO ~wgo 511/2 z ~6~ a::~~~ +60.0 I -60.0 UJ B,C,D +60.o I -60.0 +60.0 I -60.o +60.o I -60.o +60.o I -60.o +60.0 I -60.o +58.6 I -58.6 +51.4 I -51.4 +45.S I -45.5 +40.o I -40.o 0 ,i:Cll§:>-O0::~a, A +60.0 I -60.o +60.0 I -60.0 +60.0 I -60.o +60.o I -60.o +60.o I -60.o +60.o I -60.o +58.6 I -58.6 +51.4 I -51.4 +45.5 I -45.5 +40.o I -40.o u: 1-UJ Z1-~::;;:i: 551/2 z zI::.<a::w O o 0 8~~~~~t;;8: B,C,D +60.o I -60.o +60.0/-60.0 +60.0 I -60.o +60.0 I -60.o +60.o I -60.o +60.o I -60.o +58.6 I -58.6 +51.4 I -51.4 +45.5 I -45.5 +4o.o I -40.o u A +60.o I -60.0 +60.0 I -60.0 +60.0 I -60.o +60.0 I -60.o +60.0/-60.0 +60.o / -60.0 +58.6 I -58.6 +51.4 I -51.4 +45.5 I -45.5 +40.o I -40.0 0 Zc,~-~1-:::,C/l 591/2 z Qzuuiz5~u B,C,D +60.o I -60.o +60.0 I -60.o +60.0 I -60.o +60.0 I -60.o +60.0/-60.0 +60.o I -60.o +58.6 I -58.6 +51.4 I -51.4 +45.5 I -45.5 +40.0/-40.0 < ~§:~rfl§IO~ >- A +60.o I -60.o +60.0 I -60.0 +60.0 I -60.0 +60.0 I -60.o +55.8 I -55 .8 +54.8 I -54.8 +53.8 I -53.8 +51.4 I -51.4 +45.5 I -45.5 +40.o I -40.o a:: ~~>-tiiu!::zui 631/2 < +60.0 I -60.o I-ool->-:::>~Q::;; B,C,D +60.o I -60.0 +60.0 I -60.o +60.o I -60.o +59.7 I -59.7 +56.5 I -56.5 +53.8 I -53.8 +51.4 I -51.4 +45.5 I -45.5 +40.o I -40.o UJ u..~[5(/)g~gi~ A +60.o I -60.0 +60.0/-60.0 +60.0/-60.0 +56.6 I -56.6 +51.8 I -51.8 +50.2 I -50.2 +49. 1 I -49. 1 +47.4 I -47.4 +45.5 I -45.5 +40.o I -40.o oc ~IC.. 0::O-C/l 671/2 c.. wl-O C..I~>-0 B,C,D +60.o I -60.0 +60.0 I -60.0 +60.0 I -60.o +58.9 I -58.9 +55.3 I -55.3 +52 .3 I -52.3 +49. 7 I -49. 7 +47.4 I -47.4 +45.5 I -45.5 +40.o I -40.o a:: I 0:: UJ~UJC/l +60.0 I -60.0 c.. I-c.. a:: c.. 72 A +60.o I -60.0 +58.5 I -58.5 +54.2 I -54.2 +48.4 I -48.4 +45.9 I -45.9 +45.6 I -45.6 +43.6 I -43.6 +41.8 I -41.8 +40.o I -40.0 B,C,D +60.o I -60.o +60.0 I -60.0 +58.5 I -58.5 +54.5 I -54.5 +51.1/-51.1 +48.2 / -48.2 +45.8 I -45.8 +43.6 I -43.6 +41.8 I -41.8 +40.o I -40.o ,,11111111,,,, I "-''''v,cJSA. T_!!_llN/11/,, s-~-~-~ ~ ~* *~ f~F~--, ff,,.-~,-H'~~,-ff,rn,=, :,r No . 58201 \o:~ 1/8" ANNEALED 3/16" ANNEALED 1/8" TEMPERED 3/16 " TEMPERED :;a~ 1 .. , 5/8"' AIR SPACE 1/2" AIRSPACE 5/8 " AIR SPACE 1/2" AIRSPACE ::;o 1111:::: -:,~ STATEOF \;t'.:::-~ s"° 1/8"" ANNEALED 3/16" ANNEALED 1/8" TEMPERED 3/16 -TEMPERED ~ di "<ort~~,t; ~ ~11t10NA.C ,,,," --SIKAFLEX 552 OR 24 ~~;~~~ ~~: "H" -- 4 ~~;~~~ ~~: "H" 111 1/JJJII\\\\ 4 24 SIKAFLEX 552 OR PURFECT GLAZE "H " PURFECT GLAZE "H" l = I~ t~= ? I 1/2" GJss BITE I ~ -f 8/05/2020 1/2" G,ss BITE I 1/2" GLASS BITE I LJSSBITE ,._ I I ~ LUCAS A. TURNER, P.E. ---SC ~ LJ ~'® ~ LJ "'-I 25 ~ LJ ~"-@ ~. LJ "'-ii'® FL PE# 58201 2428 Old Natchez Trc Tri Camden , TN 38320 ~ rO~,e,ooAA=o, ~ I ,,=,ooAAM., ~ If'='"--" ~ f-"'"~"' PH. 941-380-1574 CARDINAL XL EDGE or, CARDINAL XL EDGE or. CARDINAL XL EDGE or, CARDINAL XL EDGE or. SHEET DESCRIPTION: : KODISPACE 4SG TPS ' KODISPACE 4SG TPS j KODISPACE 4SG TPS / KODISPACE 4SG TPS 1.G. SPACER ; _ 1.G. SPACER I.G. SPACER )j ~ I.G. SPACER COMPARATIVE ANALYSIS ~ -AND GLAZING DETAILS GLASS TYPE A GLASS TYPE B GLASS TYPE C GLASS TYPED DRAWN BY: DATE: I ADE 09/12/07 DWG#: REV .: f SETTING BLOCKS PER FBC 2411.3.3.1! CWS-223 F SCALE: SHEET NOTE: IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE 1 :1 2 OF6 I INTERIOR I SECTION VIEW A-A NOTE: ITEMS NOT SHOWN FOR CLARITY: 22. 30-31 I L: I INTERIOR I SECTION VIEW B-B NOTE: FIXED LITE AT HEAD AND SILL IS SIMILAR. ~¢J SECTION C-C ALT. FIN/FLANGE FRAME ~;:~~-~ 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.cws .cc 8200 PVC HORZ. SLIDER NON-IMPACT ...J <( i= z w 0 u:: z 0 u 0 z <( fi: ~ ii: a. ~ a. ~ :!: <( z :!: owO C/lwoci ~6~ ~~~}:! ~~3:foi'i:3:~ z:r::::;..:!i:::!::::,I o~o .-,:w oo UC/l~Ua.I~Cl'.: z-CllZ ~C/la. oC!l:,-.~~:,(/) -zUCllz:,U- !;;:>u.:::,oou.U :::,~O}:!i=~O~ a::a::>-CllU-Z · o □!i::>-:,:!:Q~ ~~~C/)8~~~ w~O a::O~C/l I a: a.Ia:>-~ a. 8!:!:~(/) ,,,1111111,,,, ,,,\ii.sA. TUii,\,~}✓,-,. ,, ~\r' ...--....... 'T ~ -:-~,e u, •~ ·,, ~ ~ ~ \*~ 2 * No . 58201 JO:: -'11 ...,.. ... "7"' w-::.0 ~:,.L-. JIii':: ~~~TATE~~_f ~~ ~OllfDI' ,$:' -:-.,~ •toN .. \. ,,"'- 1111111, I ltt\\ 1\\\ 8/0512020 LUCAS A. TURNER, P.E . FL PE# 58201 2428 Old Natchez Trc Tri Camden, TN 38320 PH . 941-380-1574 SHEET DESCRIPTION: DRAWN BY: DATE: ADE 09112/07 OWG#: REV .: CWS-223 F SCALE: SHEET 1:2 3 OF6 PARTS LIST ITEM PART# DESCRIPTION I MATERIAL 1 H-6222 Main Fr., SH, w/F lg .• J PVC PVC 2 H-2121 Meet. Rail, Fxd. I Alum 3 H-6231 Main Fr., SH, w/Fi n.,I PVC PVC 4 H-6224 Sash Meet. Rail, PVC PVC 5 H-2124 Rein!. Sash Meet. Rail Alum 6 H-6223 Sash Bollom Rail, PVC (S.S.R. for HS) PVC 7 S-2129 Rein!. S.B.R./S.S.R/S.T.R. Alum 8 H-6225 Sash Top/Bot. Rail I PVC 9 S-1776 Roller track I Alum 10 S-6237 Glz. Bd ., 7/8",Fxd., Horiz. PVC 11 S-6226 Scm. Adapt., w/ Nib,JPVC PVC 12 S-6227 Scm. Adapt., PVC I PVC 13 P-4779 Roller, Tandem I Ny_lon 14 P-3 783 Lock , Impact, PVC Zinc 15 P-4069 Keeper, Impact, PVC Zinc 16 P-4479 Weep Cover w/ Flap I Nylon 18 P-3429 Wstp., 0.270 x .187 back FinSeal, Gray 19 P-3539 #8 x 0.75 " Ph PH Tek@keeper Steel 20 P-3541 #8 x 0.5 Ph PH Tek@roller Steel 21 P-4051W #8 x 1.250 Ph FH TEK, Wht.@lock Steel 22 P-3342 Seam Sealer, SM-5504 Silicone 23 P-5588 Cap Plug, 1/2" Hole I Nylon 24 P-4648 Purfect Glaze "H", Sika Flex 552 Silicone 25 P-5615 Set. Bl k., 85 Dur., 1/8" x 1" x 2" Lg. Rubber 26 P-3683 HS-8200 Gold Cert . Lab el 27 P-3881 Temporary Lbl. (N FRCIDP ) 28 Fi xed SEE SHEET2 I 29 Sash SEE SHEET2 I 30 Spacer, See SHT 2 33 P-3218 Screen Frame, Horz . RollForm 34 P-3321 Screen Frame Comer Key Ny_lon 35 P-3581 Screen Cloth , 18 x 16 Fiberglass 36 P-3228 Screen Spline, ,155 Dia., Blk. 37 P-3029 Screen Pull Tab 38 P-3033 Screen Spring, SS 40 S-6228 Fixed rail Cover PVC 42 P-4638 #8 x 2 1/2", PH, Modified Truss, TEK2 Steel 43 P-4959 Wstp., 0.420 x .187 back FinSeal, Gray CORNER CONSTRUCTION ~"~l1--0 2 314" ~"'"] r£"] 15 ~ 15/8" c::lP_ic-==i 1116 " 6 L~,,,6 ,, L~M1"'" ~ L~ ,,,5- PVC SASH MTG RAIL H-6224 PVC FRAME FLANGE H-6222 J~--Jjd!= rur,::~ ,Lf1F® ~ 7116" PVC FRAME FIN/FLANGE H-6231 ~ 9 1116 ROLLER TRACK S-1776 ,IT [_~ 13/16"-l----l PVC MTG RAIL COVER S-6228 PVC SASH RAIUSTILE H-6225 L--hif"11/16" 7/16 " !;;;;;&JJ---@ G,~-1 PVC SCREEN CATCH S-6226 11~-7 1_(;-@ PVC GLAZING BEAD S-6237 CORNER WELD (ALL SIDES) 1:8 PVC SASH PULL I~ RAIUSTILE H-6223 4 r£1 I 21/8" ~ 1 MTG RAIL H-2121 lil11/16" ,k,-@S ! @ G,,5._J PVC SCREEN SUPPORT S-6227 FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1:8 J--t 5/8" LI I r-;--. 5/16" ~_..-"\.'../ r-~ " 5 1/16 REINF. SBR/SSR S-2129 REINF. SASH MTG RAIL H-2124 ILINE ITEMS NOT USED:! NOT J ALL ALUMINUM EXTRUSIONS ARE 6063-TS UNLESS OTHERWISE NOTED. 17, 31-32 __J ~~is~~-~ 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.cws .cc 8200 PVC HORZ. SLIDER NON-IMPACT .J <( i= z w □ u:: z 0 u □ z <( >-0:: ~ w ci': Q. 0 0:: Q. ~ s: <t:zS: owO C/lw0 0 ~iS~ ~~~~ ~~~'zoi'i':s:gj Z I::;;<( Ii: S:::;; I Of-O ·<t:woo USQ~~n.i:;~8: Zc,::::>--~f-::::lC/l QzUCllz::::>U- ~~~asQ§!~~ ~~>-~0!:::20 oof->-::::>S:Q::;; \\:S!lffi"'8~~~ -In. 0::O-C/l Wf-O Q.I::;;>- i: 8: ~s:ffi"' Q. ,,11111111,,,, ,,,, ,;;~A. TUflN/'1, §>' \,"!) ._.,c:•ii;;< % 2* 1*-s .=-v No , 58201 a;::: ::';G ;r_*z W: :;;o. :tu::: ~~ ~TATEOF~~~ ~;~~,.. ~ ~11t10·NA.\. ,,,,❖ ,,,,,11111111' 8/05/2020 LUCAS A. TURNER, P.E . FL PE# 58201 2428 Old Natchez Trc Tri Camd en, TN 38320 PH . 941-380-1574 SHEET DESCRIPTION: BOM AND EXTRUSIONS DRAWN BY: DAT E: ADE 09/12/07 DWG #: REV.: CWS-223 F SCALE : SHEET 1:2 4 OF6 NOTES: ANCHOR@ MIDSPAN ,1 1 ____ --, (TYP.) 6" MAX. (TYP.)-- 1 6" MAX. (TYP .)-, I _l J 20" MAX o.c. ___J-1 (TYP) 1: 0 I I !r 7 r-3 • (TYP.) . rr-4• (TYP.) I I I I I I X !SEE NOTE2 ¢=J i----INSTALLATION 11 ANCHOR (TYP.) I I- II- II- I I ! I I I I ANCHOR LAYOUT -(FLANGE) 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAO. 3" MAX. (TYP.)=1 116" MAX. 0.C. (TYP .) 3" MAX. (TYP .)L __ 11_~ I_ 6" MAX.O.C. (TYP.) _J11: 0 X /1.f\tCHOR LAYOUT -(FIN) jSEE NOTE2 l""--INSTALLATION 111 ANCHOR (TYP .) I ¢=J 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. I 3. ANCHOR TYPE, SIZE, SPACING I ND 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. I 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. 1X BUCKS ARE OPTIONAL. I 7. A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL. 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE 1, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. I 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) I ~~is1f!tr~ 1900 SW 44TH AVE . OCALA, FLORIDA 34474 www.cws .cc 8200 PVC HORZ. SLIDER NON-IMPACT ...J .,: ;::: z w 0 U: z 0 u 0 z .,: >-a:: ~ w ii: n. 0 a:: n. ~ ~ <i:z~ owo (l'.)w0 0 !!,!5~ ~I=~~ ~~~~oii:~!!i ZI::a,.,:l;:~:::,I 01-0 . .,:woo U(l'.)1-Un.It-O:: z-(1'.)Z 1-(1'.)0. oc.?=>-:.~1-=>u(I'.) -zU(l'.)z=> -~~~~Q~~~ :::;.,: t-1-1-- a::a::>-(l'.)U5'2 ui 001;:>-=>>Q::a, ~~wCl)8~~~ -IO. 0::0-(1'.) wt-0 n.Iii1>-~ ~ W~W(I'.) a:: n. ,,11111111,,,, ,,''r:>s"-ru~<!='),.,.,, ,, \); --....... 'T ~ "~,c•"•f' ·,.. ~ ~ ... \*'s ::: No. 58201 ,a:::= ::"VI ....,,,.*.....,.._ JIU:: =iG 1 ~~ 1111::: ;.~~TATEOF L~f ~ ~ ~011t0I-(C,,$' ...,,,,l.'ONA.C~," 1,,,,,,111111\\ 8/05/2020 LUCAS A. TURNER, P.E. FL PE# 58201 2428 Old Natchez Trc Tri Camden , TN 38320 PH . 941-380-1574 SHEET DESCRIPTION: ANCHOR SCHEDULE AND NOTES DRAWN BY: DATE: ADE 09/12/07 DW G #: RE V.: CWS-223 F SCA LE: SHEET 1:20 5 OF6 SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER TY l CAL HEAD ANCHORAGE INSTALLATION ANCHOR-------+-----j SEE TABLE 1 SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER INSIDE AND OUT MIN . EDGE DIST. SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 1/4" MAX SHIM 1/4" MAX SHIM MIN . EMBEDMENT SEE TABLE 1 SUBSTRATE BY OTHERS SEE TABLE 1 t------+--MIN. EDGE DIST. SEE TABLE 1 A \ VERTICAL SECTION 6 Y TYPICAL SILL ANCHORAGE I TABLE 1: APPROVED INSTALLATION FASTENERS FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE FLANGE CONCRETE (2.0 KSI MIN.) 3/16" 11W TAPCON FLANGE HOLLOW OR GROUT-~ILLED CMU (117 PCF MIN.) 3/16" 11W TAPCON FLANGE CONCRETE (2.85 KSI IYIIN.) 3/16" ELCO ULTRACON FLANGE GROUT-FILLED CMU (ASTM C-90) 3116" ELCO ULTRACON FLANGE 2X MIN. SOUTHERN PINE (G=0.55) 3116" ITW TAPCON ' OR ELCO UL TRACON FLANGE 2X MIN . SOUTHERN PINE (G=0.55) #10 WOOD SCREW FLANGE 16 GAUGE (0.060") MIN. STEEL STUD #10-16 HILTI KWIK-FLEXOR 11W (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW FLANGE 118" ALUM. (6063-T5 MIN.) OR #10 GRADE 5 SELF-TAPPING I 118" STEEL (33 KSI Ml ~.) DRILLING SCREW FIN 2XMIN. SOUTHERN Pl!'JE (G=0.55) #8 WOOD SCREW MIN . EMBEDMENT --+------< SEE TABLE 1 SUBSTRATE BY OTHERS SEE TABLE 1 I MIN. EDGE DIST. SEE TABLE 1 MIN. EDGE DIST. --t----i SEE TABLE 1 !SUBSTRATE BY OTHERS . SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 1 · '--PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER INSIDE AND OUT INSTALLATION ANCHOR SEE TABLE 1 ~---SEALANT BEHIND FIN BY INSTALLER HORIZONTAL SECTION B HORIZONTAL SECTION C TYPICAL JAMB ANCHORAGE TYPICAL FIN ANCHORAGE MIN. EMBEDMENT MIN. EDGE DIST. 1-1/2" H/8" 1" 2" 1" 1" 1-1/4" 2-1/2" 1-318" 7/8" 1-318" 7/8" FULL THREAD 7/16" THRU 0.060" FULL THREAD 7116" THRU 0.125" 1-112" 1/2" PERIMETER SEALANT BY INSTALLER INSIDE AND OUT HEAD AND SILL SIMILAR FOR FIN INSTALLATION D \ 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. ~~~~~-~ 1900 SW 44TH AVE. OCALA , FLORIDA 34474 www.cws.cc 8200 PVC HORZ. SLIDER NON-IMPACT ...J <{ ;::: z w 0 u:: z 0 u 0 z <{ >-n:: i:: w 0: 0.. 0 n:: 0.. ?; s: <l'.zS: owO (/)w0 0 ~()~ ~~~~ ~~~~on:~~ ZI::e<l'.b'.S'.::,;I Of-O -..:woo U(J)f-Uo._If-0:: z-(J)Z f-(1)0.. oC!J:::,-_?;f-u:::,(/) -zU(i)z:::> - ~:;;u..::eoOu..U ::,;;,l:O~;:::~O?; n::O::>-(J)U-Zui o □li:>-:::,S:Q::;; ~~~(/)8~~~ w~O [§?~g! ~ 8: ~s:ffi(/) 0.. ,11111111,,,,, ,,'\:,r,,.sA. ru~<!"j,.,., ,, ~ .. -·-....... 'T ✓.,, -:-~,cu••~·,, ~ ~ "' \*-::. ::* No ' 58201 ,a::= :'V ...,,,;.*'""'7-" IW:: =.01 ~:.,L-. 1111::: ~ ~~ ~TATE OF ,,(ft ~~d'~~~,..:-.,,,.,, loNA\. ,,,'-' 1,,,,,1111111\ 8/05/2020 LUCAS A. TURNER, P.E. FL PE# 58201 2428 Old Natchez Trc Tri Camden, TN 38320 PH. 941-380-1574 SHEET DESCRIPTION: INSTALLATION DETAILS DRAWN BY: ADE OWG#: CWS-223 SCALE: 1:2 DATE: 09/12/07 REV .: F SHEET 6 OF 6 R E S 2 1 - 0 3 7 8 1 / 7 / 2 0 2 1 F l o r i d a B u i l d i n g C o d e O n l i n e W - H i " ! U · P 1 f C 1 + ; r , 1 + U ; f + · i B C I S H o m e I L o g I n I U s e r R e g i s t r a t i o n H o t T o p i c s I S u b m i t S u r c h a r g e I S t a t s & F a c t s I P u b l i c a t i o n s I C o n t a c t U s I B C I S S i t e M a p L i n k s ~ P r o d u c t A p p r o v a l ~ U S E R : P u b l i c U s e r P r o d u c t A p . , P . r o v a l M e n u > P r o d u c t o r A p . Q l i c a t i o n S e a r c h > A P . . P . . l i c a t i o n L i s t > A p p l i c a t i o n D e t a i l F L # A p p l i c a t i o n T y p e C o d e V e r s i o n A p p l i c a t i o n S t a t u s C o m m e n t s A r c h i v e d P r o d u c t M a n u f a c t u r e r A d d r e s s / P h o n e / E m a i l A u t h o r i z e d S i g n a t u r e T e c h n i c a l R e p r e s e n t a t i ~ e · A d d r e s s / P h o n e / E m a i l Q u a l i t y A s s u r a n c e R e p r e s e _ n t a t i v e A d d r e s s / P h o n e / E m a i l C a t e g o r y S u b c a t e g o r y C o m p l i a n c e M e t h o d F L 1 3 2 4 1 - R 4 R e v i s i o n 2 0 2 0 A p p r o v e d p u b l i c c o m m e n t ; s p e c i f y P V C c o m p l i a n c e t o F B C r e q u i r e m e n t . 0 9 / 1 7 / 2 0 ~ C u s t o m W i n d o w S y s t e m s I n c . 1 9 0 0 S W 4 4 t h A v e n u e O c a l a , F L 3 4 4 7 4 ( 3 5 2 ) 3 6 8 - 6 9 2 2 E x t 2 9 1 j l a t h r o p @ c w s . c _ c J a y L a t h r o p j l a t h r o p @ c w s . c c J a y L a t h r o p , 1 9 0 0 S W 4 4 t h A v e O c : a l a , F L 3 4 4 7 4 ( 3 5 2 ) 3 6 8 ~ 6 9 2 2 . E x t 2 9 1 j l a t h r o p @ c w s . c c J a y L a t h r o p 1 9 0 0 S W 4 4 t h A v e . O c a l a , F L 3 4 4 7 4 ( 3 5 2 ) 3 6 8 - 6 9 2 2 E x t 2 9 1 j l a t h r o p @ c w s . c c E x t e r i o r D o o r s S l i d i n g E x t e r i o r D o o r A s s e m b l i e s E v a l u a t i o n R e p o r t f r o m a F l o r i d a R e g i s t e r e d A r c h i t e c t o r a L i c e n s e d F l o r i d a P r o f e s s i o n a l E n g i n e e r L J E v a l u a t i o n R e p o r t - H a r d c o p y R e c e i v e d F l o r i d a E n g i n e e r o r A r c h i t e c t N a m e w h o d e v e l o p e d t h e L u c a s A . T u r n e r E v a l u a t i o n R e p o r t F l o r i d a L i c e n s e Q u a l i t y A s s u r a n c e E n t i t y Q u a l i t y A s s u r a n c e C o n t r a c t E x p i r a t i o n D a t e V a l i d a t e d B y C e r t i f i c a t e o f I n d e p e n d e n c e R e f e r e n c e d S t a n d a r d a n d Y e a r ( o f S t a n d a r d ) E q u i v a l e n c e o f P r o d u c t S t a n d a r d s C e r t i f i e d B y P E - 5 8 2 0 1 K e y s t o n e C e r t i f i c a t i o n s , I n c . 0 7 / 2 1 / 2 0 3 0 S t e v e n M . U r i c h , P E • V a l i d a t i o n C h e c k l i s t - H a r d c o p y R e c e i v e d F L 1 3 2 4 1 R 4 c a r E v a l R e R O r t 4 9 6 D . R d f S t a n d a r d A A M A / W D M A / C S A / 1 0 1 / 1 . S . 2 / A 4 4 0 P A T A S 2 0 2 F l o r i d a L i c e n s e d P r o f e s s i o n a l E n g i n e e r o r A r c h i t e c t F L 1 3 2 4 1 R 4 E g u i v 8 9 0 0 N I E g u i v a l e n c y . , . R d f Y e a r 2 0 0 8 1 9 9 4 h t t p s : / / f l o r i d a b u i l d i n g . o r g / p r / p r _ a p p _ d t l . a s p x ? p a r a m = w G E V X Q w t D q v R k 6 b s v Z 6 6 F A 9 Q % 2 b e 3 3 n y H n u l 6 o u 7 P Y l h j 1 N 2 U f % 2 f m U p W Q % 3 d % 3 d 1 / 2 1 / 7 / 2 0 2 1 S e c t i o n s f r o m t h e C o d e P r o d u c t A p p r o v a l M e t h o d D a t e S u b m i t t e d D a t e V a l i d a t e d D a t e P e n d i n g F B C A p p r o v a l D a t e A p p r o v e d S u m m a r y o f P r o d u c t s F l o r i d a B u i l d i n g G o d e O n l i n e M e t h o d 1 O p t i o n D 0 8 / 0 8 / 2 0 2 0 0 8 / 0 9 / 2 0 2 0 0 8 / 1 9 / 2 0 2 0 1 0 / 1 3 / 2 0 2 0 F L # M o d e l , N u m b e r o r N a m e D e s c r i p t i o n 1 3 2 4 1 . 1 S G D - 8 9 0 0 P V C S l i d i n g G l a s s D o o r . S G D - 8 9 0 0 , S l i d i n g G l a s s D o o r , 1 6 0 8 0 , O X X O , N o n - I m p a c t . L i m i t s o f U s e I n s t a l l a t i o n I n s t r u c t i o n s A p p r o v e d f o r u s e i n H V H Z : Y e s F L 1 3 2 4 1 R 4 I I C W S - 4 9 6 D . g d f A p p r o v e d f o r u s e o u t s i d e H V H Z : Y e s V e r i f i e d B y : L u c a s A . T u r n e r 5 8 2 0 1 I m p a c t R e s i s t a n t : N o C r e a t e d b y I n d e p e n d e n t T h i r d P a r t y : Y e s D e s i g n P r e s s u r e : + N / A / - N / A E v a l u a t i o n R e p o r t s O t h e r : S e e I n s t a l l a t i o n D e t a i l f o r D P a n d M a x . S i z e s , O X X O , F L 1 3 2 4 1 R 4 A E E v a I R e g o r t 4 9 6 D . g d f O X O , O X , & X O . G l a s s c o m p l i e s t o A S T M E 1 3 0 0 . C r e a t e d b y I n d e p e n d e n t T h i r d P a r t y : Y e s C o n t a c t U s : : 2 6 0 1 B l a i r S t o n e R o a d . T a l l a h a s s e e F L 3 2 3 9 9 P h o n e : 8 5 0 - 4 8 7 - 1 8 2 4 T h e S t a t e o f F l o r i d a i s a n A A / E E O e m p l o y e r . Q ! P . Y r [ g h t 2 0 0 7 - 2 0 1 3 S t a t e o f F l o r i d a . : : P r i v a c y S t a t e m e n t : : A c c e s s i b i l i t y S t a t e m e n t : : R e f u n d S t a t e m e n t U n d e r F l o r i d a l a w , e m a i l a d d r e s s e s a r e p u b l i c r e c o r d s . I f y o u d o n o t w a n t y o u r e - m a i l a d d r e s s r e l e a s e d i n r e s p o n s e t o a p u b l i c - r e c o r d s r e q u e s t , d o n o t s e n d e l e c t r o n i c m a i l t o t h i s e n t i t y . I n s t e a d , c o n t a c t t h e o f f i c e b y p h o n e o r b y t r a d i t i o n a l m a i l . I f y o u h a v e a n y q u e s t i o n s , p l e a s e c o n t a c t 8 5 0 . 4 8 7 . 1 3 9 5 . * P u r s u a n t t o S e c t i o n 4 5 5 . 2 7 5 ( 1 ) , F l o r i d a S t a t u t e s , e f f e c t i v e O c t o b e r 1 , 2 0 1 2 , l i c e n s e e s l i c e n s e d u n d e r C h a p t e r 4 5 5 , F . S . r 1 1 u s t p r o v i d e t h e D e p a ' r t m e n t w i t h a n e m a i l a d d r e s s i f t h e y h e l v e o n e . T h e e m a i l s p r o v i d e d m a y b e u s e d f o r o f f i c i a l ~ o m m u n i c a t i o n ) ' V i t h t h e l i c e ' n s e e . H o w e y e r e m a i l a d d r e _ s s e s a r e p u b l i c r e c o r d . I f y o u d o n o t w i _ S h t o s u p p l y a p e r s o n a l ~ d d r e s s , p l e a s e : p r o v l d _ e t h e o e · p a r t m e n t w i t h ~ n e m a i l a d d r e s _ s w h i c h i : a n b e m a d e ~ v . a i l a b l e t o t h e p ~ b l i c . T o · d e t e r m i n e i f y o _ u a r e a l i c e n s e ~ u n d e r C h a p t e r 4 5 5 , F . ~ . , p l e a s e c l i c k ~ e r e . P r o d u c t A p p r o v a l A c c e p t s : ~ ~ . I i i ~ - C r e d i t C a r d S a f e s e c u r i t ) ' M E T R I C S " h t t n c · / / f l n r i r l ~ h 1 r i l r l i n n n r n / n r / n r ~ n n r l t l ~ c n v ? n ~ r ~ m = t . o r . : : ~ \ / Y n , A 1 t n n \ 1 R l t f i . h c H 7 f i . f i . l = A O n o ; , . , ? h o ~ ~ n H l - l r n i l h n 1 1 7 P V 1 h i 1 t \ . l ? I f f O / , . . ? f m l l n \ J \ f ( ) 0 / , . . 1 , r l O / , . ~ r f ? / ? T U R N E R E N G I N E E R I N G & C O N S U L T I N G , I N C . 2 4 2 8 O l d N a t c h e z T r a c e T r a i l C a m d e n , T N 3 8 3 2 0 P h . 9 4 1 - 3 8 0 - 1 5 7 4 F B P E C . O . A . # 2 9 7 7 9 E v a l u a t i o n R e p o r t 4 9 6 D A u g u s t 0 4 , 2 0 2 0 P r o d u c t D e s c r i p t i o n : S e r i e s 8 9 0 0 P V C S l i d i n g G l a s s D o o r , N o n - I m p a c t , 4 ' x 8 ' n o m i n a l p a n e l s i z e , 3 / 1 6 T e m p e r e d - A i r - 3 / 1 6 T e m p e r e d g l a s s M a n u f a c t u r e r : C u s t o m W i n d o w S y s t e m s , I n c . 1 9 0 0 S W 4 4 1 1 ' A v e , O c a l a , F L 3 4 4 7 4 S t a t e m e n t o f C o m p l i a n c e : T h i s r e p o r t e v a l u a t e s t h e a b o v e - l i s t e d p r o d u c t p e r t h e r e q u i r e m e n t s o f F A C P r o d u c t A p p r o v a l R u l e C h a p t e r 6 1 G 2 0 - 3 . 0 0 5 ( 4 ) . T h i s p r o d u c t c o m p l i e s w i t h t h e r e q u i r e m e n t s o f t h e 7 t h E d i t i o n ( 2 0 2 0 ) F l o r i d a B u i l d i n g C o d e i n c l u d i n g t h e H i g h V e l o c i t y H u r r i c a n e Z o n e . T h e p r o d u c t t e s t i n g s t a n d a r d s p e r f o r m e d a r e o u t l i n e d b e l o w . T e c h n i c a l D o c u m e n t a t i o n : 1 ) T h i s r e p o r t , p r e p a r e d b y L u c a s A . T u r n e r , P E , a t 2 4 2 8 O l d N a t c h e z T r c T r i , C a m d e n , T N 2 ) A p p r o v a l d r a w i n g C W S - 4 9 6 D , s i g n e d a n d s e a l e d b y L u c a s A . T u r n e r , P . E . 3 ) T e s t R e p o r t N C T L - 2 1 0 - 3 6 1 4 - 3 a n d - 3 A , N a t i o n a l C e r t i f i e d T e s t i n g L a b o r a t o r i e s , O r l a n d o , F L , w i t h t e s t c o m p l e t i o n d a t e 0 6 / 1 5 / 2 0 0 9 a . T e s t i n g P e r f o n n e d : T A S 2 0 2 1 9 9 4 ( F u l l 2 0 2 p e r f o r m e d o n 3 i d e n t i c a l s p e c i m e n s o f 1 9 0 _ 1 / 8 " x 9 5 _ 1 / 2 " s i z e O X X O w i t h D e s i g n P r e s s u r e + / - 6 0 p s f ) b . T e s t i n g P e r f o r m e d : A A M A / W D M A / C S A 1 0 1 / I . S . 2 / A 4 4 0 - 0 5 4 ) S u p p l e m e n t a l C a l e s . t o s u p p o r t C W S - 4 9 6 D , s i g n e d a n d s e a l e d b y L u c a s A . T u r n e r , P . E . I n s t a l l a t i o n : U n i t s m u s t b e i n s t a l l e d a c c o r d i n g t o a p p r o v a l d o c u m e n t C W S - 4 9 6 D . L i m i t a t i o n s o f U s e : T h i s p r o d u c t : • M a y b e u s e d w i t h d o o r h e i g h t s u p t o 9 5 _ l / 2 " , w i t h 4 5 5 / 8 " m a x . p a n e l w i d t h s a n d 4 1 1 / 2 " x 8 5 7 / 8 " m a x . g l a s s D L O s i z e s • A c h i e v e s t h e d e s i g n p r e s s u r e s s h o w n i n C W S - 4 9 6 D • I s n o n - i m p a c t r e s i s t a n t a n d r e q u i r e s t h e u s e o f s h u t t e r s i n w i n d b o r n e d e b r i s r e g i o n s • M a y b e u s e d i n t h e H i g h V e l o c i t y H u r r i c a n e Z o n e • R e q u i r e s 3 / 1 6 T e m p e r e d - A i r - 3 / 1 6 T e m p e r e d g l a s s m i n i m u m • R e q u i r e s Q u a n e x o r V e k a w h i t e r i g i d P V C f r a m i n g p e r M i a m i - D a d e N O A 1 7 - 0 2 0 6 . 1 0 t o r l 7 - 0 2 2 8 . 0 4 t t I h a v e e v a l u a t e d f r a m i n g m a t e r i a l s i n t h e s e Q u a n e x a n d V e k a N O A s a n d f i n d t h a t t h e y c o m p l y w i t h t h e r e q u i r e m e n t s o f t h e ? 1 h E d . ( 2 0 2 0 ) F l o r i d a B u i l d i n g C o d e f o r u s e i n t h i s p r o d u c t . C e r t i f i c a t i o n o f I n d e p e n d e n c e : I d o n o t h a v e , n o r d o I i n t e n d t o a c q u i r e , n o r w i l l I a c q u i r e , a f i n a n c i a l i n t e r e s t i n C u s t o m W i n d o w S y s t e m s o r i n a n y c o m p a n y m a n u f a c t u r i n g o r d i s t r i b u t i n g p r o d u c t s f o r w h i c h t h i s r e p o r t i s b e i n g i s s u e d . I d o n o t h a v e , n o r d o I i n t e n d t o a c q u i r e , n o r w i l l I a c q u i r e , a f i n a n c i a l i n t e r e s t i n a n y o t h e r e n t i t y i n v o l v e d i n t h e t e s t i n g o r a p p r o v a l p r o c e s s o f t h i s p r o d u c t . L u c a s T u r n e r 2 0 2 0 . 0 8 . 0 6 1 5 : 0 3 : 5 6 - 0 5 ' 0 0 I 0 8 / 0 4 / 2 0 2 0 L u c a s A . T u r n e r , P . E . F L P E # 5 8 2 0 1 SLIDING GLASS DOOR -NON-IMPACT 1.6__5lll:MAX. PANEL WIDTH I I ~ MAX. OVERALL WIDTH I --h I 11.112: A =:::, GLASS DLO £Tr HEIGHT I ! ~ MAX. PANEL L - ----+II----- 0 X <;= 1.6__5lll: MAX I 4 M.X. o,e,w.c w,o» --~ PANEL WIDTH I I I I __ , ~ Ill I 0 GLASS X I DLO =;> Ill I I I A~EB F ll5...1l2: MAX. OVERALL WIDTH~ 1.6__5lll: MAX 1L1.l2'.'. r PANEL WIDTHr GLASS DLO 1 GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC). CURRENT EDITION AND IS RATED FOR USE IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2. GLAZING OPTIONS: (SEE SHEET 2) 3. APPROVED CONFIGURATIONS INCLUDE BUT ARE NOT LIMITED TO: "XO". "OX". "OXO". "OXXO". 4. DESIGN PRESSURE RATING (SEE SHEET 2): -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 7 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1 .6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. 7. FRAMES ARE PROCESSED AND SCREWED TOGETHER. VENTS ARE FULLY WELDED. 8. SERIES/ MODEL DESIGNATION SGD-8900. 9. THE DESIGNATION XAND O STAND FOR THE FOLLOWING: X = OPERABLE SASH. 0 = FIXED SASH 10. SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS IN A SIMILAR LOCATION. 11. WEEP SLOTS= 1/4" x 1-1/4" LOCATED 3" FROM BOTH ENDS. Jz TT~---',., ___ I I ~DLO OVERALL I HEIGHT C I 0 --~I I Im---.... ----- ~ MAX. OVERALL HEIGHT n Lucas Turner 2020.08.06 14:52:46 -05'00' l13'.'. MAX. 0 PANEL HEIGHT X ~ GLASS DLO -----=I-'.'. I~:'. =;> u -IJ-I-I TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS ... .1.1 MAX. PANEL SIZE GLAZING DETAILS & DP CHART ...... .1.2 SECTION VIEWS .............................. 3~ BOM & EXTRUSIONS ........................... 5 48-5/8" X 93" ANCHOR SCHEDULE & NOTES ........ J.6 D l13'.'. MAX. PANEL HEIGHT L 0 X <;= DESIGN PRESSURE RATING SEE COMPARATIVE ANALYSIS CHART, SHEET 2 D ~ GLASS DLO J IMPACT RATING NONE INSTALLATION DETAILS ................... !.? MAX. OF FOUR (4) PANELS IS ALLOWED AS LONG AS INDIVIDUAL PANELS DO NOT EXCEED PANEL SIZE AS SHOWN. ~~A1f!f~ 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.cws .cc 8900 PVC SLIDING GLASS DOOR NON-IMPACT ;;! i== z w 0 u:: z 0 (.) 0 z <l: >-a:: ~ ci: c.. ~ c.. ~ :S: <i:z:S: owO (l)w O o ~5~ ~~~~ ~~~~00:::i:EQ z:i:::e<i:b'.:S:::;;:i: Of-O .4:woo C.J(l)f-C.Jc..If-0:: z-(/)~zf-3c.. Q~a02~0~ ~~is~Q~is~ ::!;<i: f-f-f-- a::a::>-(l)C.J~5u5 ~~b'.~15wcn~ ~:i:~ ~5~ti; Wf-O c..:i:::!;>- F= 8: 8!:S:ffi(/) c.. ,,,,111111,,,,, ,,,, cP-s 'A. ru/1,\,,. ,,,. ,,~'I;!·--''9 ,,,. .§ "",c•"•~ ... , ~ ~· *~ :=,r No. 58201 \,s:S ::;al :z:l-,,Z. lw:: =-.o\ , Lill::: -::,~ STATEOF ~::: ~ d' ~o,uot-.f """1t10NA\. ,,,,'-' 111111111111 11 8/05/2020 LUCAS A. TURNER. P.E. FL PE# 58201 2428 Old Natchez Trc Tri Camden, TN 38320 PH. 941-380-1574 SHEET DESCRIPTION : GENERAL NOTES AND ELEVATIONS DRAWN BY: DATE: ADE 10/30/09 -□WG#: REV .: CWS-496 D SCALE : SHEET 1:40 1 OF7 I Width ~~is~~-~ 59 .5 I 71.5 84 95 .5 91 109 126 145 118 142 168 190 Panel Size 30 .625 36.625 42 .875 48 .625 30.625 36.625 42.25 48.625 30.625 36.625 42 .625 48.625 Unit Configuration OX.XO OX.XO OX.XO OX.XO oxo oxo oxo oxo oxxo oxxo oxxo oxxo 1900 SW 44TH AVE. OCALA, FLORIDA 34474 -He ight Glass Type www.cws.cc - 80 A -90/+60 -90/+60 -82.2/+60 -72/+60 -90/+60 -90/+60 -82.2/+60 -72/+60 -90/+60 -90/+60 -82.2/+60 -72/+60 84 A -90/+60 -87 .3/+60 -78.4/+60 -68.5/+60 -90/+60 -87.3/+60 -78.4/+60 -68 .5/+60 -90/+60 -87.3/+60 -78.4/+60 -68 .5/+60 8900 PVC SLIDING 90 A -90/+60 -80/+60 -71 .6/+60 -64/+60 -90/+60 -80/+60 -71.6/+60 -64/+60 -90/+60 -80/+60 -71.6/+60 -64/+60 GLASS DOOR 96 A -85 .3/+60 -73 .8/+60 -65.8/+60 +60/-60 -85 .3/+60 -73.8/+60 -65.8/+60 +60/-60 -85.3/+60 -73.8/+60 -65.8/+60 +60/-60 NON-IMPACT ....J ~ !!: <Cz!i: . <( ~ owO ~wgo z ~5~ a:~~~ w 0 <i:(/)~>-00:!i:m u:: f--W Zf--!i:::e;:i: 1" OVERALL z z:r:::e:<Ca:woo 0 8~~~a':~t;;8: 3/16" TE MPERED (.) -0 5e9~--~5a~ z 5/8" AIRSPACE <( -zO(l)zou..o >-~~u..t5Q:r:o~ a: ::;;~Of--f--f-----3/16" TEMPERED j:: a: >-(1)0~5(/) w o □ti:1ii6wui15 / QUANE X DURASEAL or, 1i: ~~w Q....Jcn1- CARDINAL XL EDGE o r, <l. -:r:<1. a:o::Ecn 0 Wf--~ <l.Iet:fii KODISPACE 4SG TPS et: ~ <l. ~!!:~ -1 LG .SPACER <l. ' SIKAFLEX 552 OR 'i"'L / PURFECT GLAZE "H" ,,,,1,11111,,,, ,,,~c>,SA. TUI/J{il1_, ~ I $-~-.--;-~ /~ s* *~ D 13/16 " GLASS BITE :-v No . 58201 \tr:: ®-I ::iOI X..Z., lw= .... j -;;;o\ /Ill:: • 1 ~ ~~ATE~~ I ~ ~ ... tottto"' ,$ ' .,,,,t'°Hi'-,," '11 ,111111111'' ~ 8/05/2 02 0 i @-I I LUCAS A. TURNER , P.E . I ,1 FL PE # 58 201 I r 2428 Old Natc hez Trc Tri ·i ~ Ca mde n, TN 3832 0 PH . 94 1-38 0-1 574 S HEET DE SCRIPTION: MAX. COMPARATIVE ANALY SIS SILL RISER POSITIVE DP AND GLAZING DETAIL * NONE 60 I D RAW N BY: DATE: I GLASS TYPE A 1737 60 ADE 10/30/09 • INSTALLATION WITH NO SILL RISER DWG#: REV.: ALLOWED ONLY WHERE WAT ER CWS-496 D NOTE: IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE. INFILTRATION RES ISTANCE IS NOT SCALE: SHEET REQUIRED. 1 :1 2 OF 7 Cb :33; SECTION VIEW B-B :3 o) IT" '•~ lf'il 9· 52J~d~6j~= SECTIOl VIEW A-A MAX. SILL RISER POSITIVE DP * NONE 60 1737 60 • INSTALLATION WITH NO SILL RISER ALLOWED ONLY WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. ~~!sf?!~r~ 1900 SW 44TH AVE. OCALA , FLORIDA 34474 www.cws.cc 8900 PVC SLIDING GLASS DOOR NON-IMPACT ...J <( ~ z w 0 u:: z 0 u 0 z <( >-~ ii': a. li! a. ~ s: <i: z s: owO cnwOci ~5~ ~~~~ ~~~~oii':~~ ZI2<tli:S:2I 01--0 ·<twoo Ucn1--Ua.I1--tr: z-cn~z1--cna. Q~GCliz~a~ !;j:>LL20QLLU 2 >0~~~0~ i:r:~>-cnu-z -o □li:>-:::i:?::Q~ ~!:QwC/)8~~~ -Ia. i:r:o-cn Wl--0 a.I2 >-i= 8: ~s:fficn a. ,,,,1111111,,, ,,,, c;-SA. TURJt/1,.,. ,,~'l:i ,-..... '9 ....... ~ "'c "•~··, ~ ~* •-::. :-v No . 58201 \a::: :: ;11 l ;z:_-,,z_ lw:: ::;o . JIU::: ~~~TATEOF ~::: .,,, s'"° ~ ~ ""r..oA¾~~ ,.,,,,tloNA.\. t:,,,,~ ''''"'""''' 8/05/2020 LUCAS A. TURNER. P.E. FL PE# 58201 2428 Old Natchez Trc Tri Camden , TN 38320 PH . 941-380-1574 S HEET DESCRIPTION: SECTION VIEWS oxxo DRAWN BY: DATE: ADE 10/30/09 DWG#: REV.: CWS-496 D SCALE: SHEET 1 :2 .67 3 OF7 5 3: 4: \?I l l□ ~ 30) (2 SECTION VIEW C-C 7 LJ ~ \D SECTION VIEW D-D NOTE: VERTICAL SECTION SIMILAR FOR ALL CONFIGURATIONS, SEE SHEET 3 ~~~%r!f~ 1900 SW 44TH AVE . OCALA , FLORIDA 34474 www .cws.cc 8900 PVC SLIDING GLASS DOOR NON-IMPACT __J <( j:: z w Cl U: z 0 () Cl z <( ! ii: 0.. ~ 0.. ~ ~ <tz~ 5l~8 ~~88 zoz Q'.l-~1- ~~~~oii:~1Q ZI::a:<th:~::;,I 01-0 ·<twoo U~ti;~O..i=tii8: Zc,::::,-_~1-::::,cn Qzucnz::::,u-~~~rljQ~~~ ~~>-tnt;t::z~ 001->-::::,~Q::; u.(/)0:::(l)□UJCl)W ~:i:~ ~5~ti; W!-0 0..I::;,>-i= 8: ~~fficn 0.. ,,,,1111111,,, ,,,, r>,SA. TUf?Nr'1,,, "~1/J ---~."-i> ,..., ~ "'clN•~ .. ,.. ~ ~* *~ 2"1J No . 58201 \t.i:=. ::;al Z*-;-lW= -::.o\ ~ !"1:::: ~~ ... ,o"'°t-$ ~~ STtTEOF~~,2 "'"1t10NA.\. ,,,,❖ ,,,,,, "'"''' 8/05/2020 LUCAS A. TURNER, P.E. FL PE# 58201 2428 Old Natchez Trc Tri Camden, TN 38320 PH . 941-380-1574 SHEET DESCRIPTIO N: SECTION VIEWS OXO& OX DRAWN BY ; DATE: ADE 10/30/09 DWG #: RE V.: CWS-496 D SCALE : SHEET 1:2.63 4 OF7 PARTS LIST ITEM PART NO. DESCRIPTION I MATERIAL 1 H-6042 FRAME , MAIN, SGD I PVC 2 S-6040 THRESHOLD/FILLER, SGD PVC 3 S-1722 SUPPORT BLOCK, FIXED, SGD ALUM 4 H-6032 PANEL TOP/BOTTOM RAIL, SGD PVC 5 H-6032 PANEL SIDE RAIL, S,GD PVC 6 H-6033 PANEL, INTERLOCK ! FIXED PVC 7 H-6034 PANEL, INTERLOCK,I OPERABLE PVC 8 H-6035 INTERLOCK, SNAP-ON, PVC 9 H-6043 ASTRAGAL. SGD, I PVC 10 P-3142 ROLLER , TANDEM (SGD, PLATED STEEL) STEEL 11 P-3342 SEAM SEALER. SM-5504 12 P-5615 SETTING BLOCK, 85 IDUR. 118 " X 1" X2" RUBBER 13 P-3438 SIKAFLEX 552 OR PURFECT GLAZE "H"" 14 P-3492 WSTP., 0.270 X.187,I BACK FINSEAL, GRAY 15 P-3539 #8 X3/4" QUAD PHILIPS, TEK ZINC 16 P-3557 #10 x 2. HEXHEAD, TEK ZINC 17 P-5588 CAP PLUG , 112" HO Ll E NYLON 18 P-3767 #10 X 1" HEX WASHER HEAD. TEK ZINC 19 P-5535 LOCK & HANDLE KIT, PVC, SGD STEEL 20 P-3792 314" KEEPER I STEEL 21 P-3793 MORTISE LOCK I STEEL 22 P-4136 #10 x 2, PAN HEAD PHIL , SMS 23 S-1775 REINFORCEMENT, f1VC SGD, PANEL ALUM 24 H-1993 REINFORCEMENT, ALUMINUM, SGD, PAN! ALUM 25 S-1618 FIXED PANEL COVER CLIP ALUM 26 S-1597 COVER, FIXED PANEL ALUM 27 S-1655 PANEL TRACK, ALUMINUM, SGD, SILL ALUM 28 S-1726 REINFORCEMENT, ASTRAGAL, SGD ALUM 29 S-1737 HIGHRISE SILL, ALUMINUM ALUM 30 S-6037 GLAZING BEAD 1.00", SGD PVC 31 S-6041 TRACK ,SCREEN,SGD PVC 32 S-1764 SILL THRESHOLD COVER ALUM 33 GLASS SEE SHEET2 51/16" I 5/8" -j--j I ----515/16" 1 1 7/8" L E'.J □□□ 118 " PVC OUTER FRAME H-6042 I ~"'~k rt: 3 9/16" 3 9/16" I . 11 --ll--1/8" LJ, PVC PANEL INTERLOCK H-6034 Li Jt,,.. PVC PANEL INTERLOCK H-6033 A!11/6" I 1 3/ L 6" SILL THRESH COVER -1764 ~ 3 9/16" u~nf''" PVC PANEL LOCKSTILE H-6032 r 211/16"7 ~-j EJ , 1r C ,, , r ,,.. ---€) ''""~~ u5J LJU--,.. "'"'°"d'"'"' ~ /8" r+-.050 13/16" 27. ~ ROLLER TRACK S-1655 REINFORCEMENT S-1775 l~F,8" 121/16"-r~ H-1993 26: 1rf=-] I ~~I 8 FRAME CONSTRUCTION w FRAME CORNERS SCREWED TOGETHER 1:10 VENT CONSTRUCTION Wb VENTS FULLY WELDED 1:10 :30_ 7/~ 1 L_+1/16" PVC GLAZING BEAD S-6037 '"ffi :2g: fb~ I 0 11/8" 0 3 3/8" I = I 4 3/8" ,ctZ2· 25:- l~ 2 5/8" L___=~ 3 3/16" L Hirn" 213/16" j -:f--1/16" u 0 l~ 0 '5mAGAC I H-6043 REINFORCEMENT S-1726 NOTE : ALL ALUMINUM EXTRUSIONS ARE 6063-T6 UNLESS OTHERWISE NOTED. FIXED PNL CLIP S-1618 FIXED PNL COVER S-1597 5/8"~ 9/16" .l 1~~6" PVC SCREEN TRACK S-6041 1 PVC INTERLOCK SNAP H-6035 f----2 1/16"- ~ 8' r----1 FIXED PNL SUPPORT· 1722 HIGHRISE S-1737 f--2 3/16" - l 1n77-11/4" ~ L lll-1116" PVC TRACK FILLER S-6040 ~~!s~~-~ 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.cws.cc 8900 PVC SLIDING GLASS DOOR NON-IMPACT ..J <( ~ z w 0 u:: z 0 t) 0 z <( ~ i:: w ii: a. ~ a. ~ !!: <i:z!!: □wO C/lw O ci ~5~ ~~~!!: ~~§:~OO::!!:EQ z::c::e<i:ti:!!:::,::c Of-O ·<i:woO UU)f-Ua.::Cf-0:: z-Ul~zf-3a. Q~B0z:~u~ ~§:~~Q~~~ ~~>-t;;t3t:z~ oof->-::>!!:Q::, LL(/)0::::(l)OW(l)W ~:i:~ ~5~t;i Wf-O a.::c~>-::C 0:: W!!:uJC/l f-0.0::a. \\\\1111//1111 ,,\'c,~.SA. TU~<!'j1.,,. ~ '\:i -..... ,.,.,:. ~ '-\CElf•~'-,. ~ ~ "" \*~ ::* No . 58201 ,a="§ ::'a ....,,,.*-r-IIU= =.01 ~:,.L-. /"1:::: ~~~ STATE OF /_~ ~~.h. ~OAIO~~~ ~ ....... ,l'°N"AC~~---❖ ,,,,,,1 ,11111 11 8105/2020 LUCAS A. TURNER, P.E. FL PE# 58201 2428 Old Natchez Trc Tri Camden, TN 38320 PH. 941-380-1574 SHEET DESCRIPTION: BOM AND EXTRUSIONS DRAWN BY: DATE: ADE 10/30/09 DWG#: REV.: CWS-496 D SCALE : SHEET 1:2 5 OF7 I ""I MAAOO~ t 6" IMAX. (TYP.) t ~3"(TYP.) t 6" MAX. (TYP.) r. 3" (TYP.) j SEE NOTE 2 I I I Ii I I I II I II I I Ii I I I l..i ~~o,Jli111 111 11111111 111 1111 INSTALLATION ANCHOR (TYP.) (TYP.) -11111 111 WII~ 111 0 X X 0 -r· I JII 111 ~ g 111 111 f- JII IJI 1~11~1 I~ 111 ~ I I I ANCl:JOKLAYOUT -(FLANGE) NOTES: 1. INSTALL TWO ANCHORS AT EAC f 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 DENSITr PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE, SPACING A I D EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 7. 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. I 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 7. 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 -1X BUCKS ARE OPTIONAL. 7. A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 2-7/16" FOR MASONRY, 2" FOR FIXED PANEL CLIPS (ALL SUBSTRATES), 1" FOR WOOD AND METAL. 8. WOOD OR MASONRY OPENINGS.I BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE 1, SHEET 7. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. I 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) I ~~!s~!tr~ 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.cws.cc 8900 PVC SLIDING GLASS DOOR NON-IMPACT _.J <t i= z w 0 u: z 0 (,) 0 z <t ix: ~ ii: a. ~ a. ~ ?; <tz?; owO cnwOci ~5~ ~~~~ ~~~~oii::?;~ ZI:a:<tb:?;;,;I Of-O ,.,,:WOO Ucnf-(.)a_If-0:: 2 -cnz f-cna. 0 (!)::, --~ f-::, (,)::, (I) -zucn 2 -':;:s;u.:a:oOu.U ~>O~i=1=0~ o::ili>-cnUs;Zui oof->-::>>O;,; u.cno::cnowuiw z-~ o_,cnf-wi=o ~§?~re i= ~ t:!?;fficn a. \\\\ll,llll/t1111 ,,, c>,SA. TU,ci,,.,,,_ 11,-❖~l:i --,,,i' ✓,, ~ '-"\CIN•~ ... , .. '!;_ ~* *-;. ::"D No,158201 \a::: ::.of Z*--r-IIU: :;o ~ 1111::: ~~ !T~TEOF /.*~ ~ di ... ,oitllOt----'-'C!> $ ✓,,.,tloN A C't-~,,❖ '''''"""''' 8/05/2020 LUCAS A. TURNER, P.E. FL PE# 58201 2428 Old Natchez Trc Tri Camden, TN 38320 PH. 941-380-1574 SHEET DESCRIPTION: ANCHOR SCHEDULE AND NOTES DRAWN BY: DATE: ADE 10/30/09 OWG#: REV.: CWS-496 D SCALE: SHEET 1:25 6 OF7 SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT TYPICAL HEAD ANCHORAGE --t------+--MIN. EDGE DIST. SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 1/4' MAX. SHIM INSTALLATION ANCHOR---~---+-----< SEE TABLE 1 j1NTERIORI PERIMETER SEALANT BY INSTALLER INSIDE AND OUT DO NOT COVER WEEP HOLES SUBSTRATE BY OTHERS SEE TABLE 1 SEALANT UNDER SCREW HEAD BY INSTALLER A 7 I MIN. EMBEDMENT SEE TABLE 1 --+---~+-MIN. EDGE DIST. SEE TABLE 1 VERTICAL SECTION TYPICAL SILL ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS SUBSTRATE TYPE I !ANCHOR TYPE I MIN. EMBEDMENT I MIN. EDGE DIST. CONCRETE (2.0 KSI MIN .) CONCRETE (2.85 KSI MIN.) HOLLOW OR GROUT-FILLED CMU (ASTM C-90) 2X MIN . SPRUCE-PINE-FIR (G=0.42) 2X MIN . SPRUCE-PINE-FIR (G=0.42) 16 GAUGE (0 .060 ") MIN . STEEL STUD (33 KSI YIELD MIN) 1/8" ALUM. (6063-TS MIN .) OR 1/8" STEEL (33 KSI MIN.) FIXED PANEL CLIP ANCHORS INTO CONCRETE (2.0 KSI MIN .) OR HOLLOW OR GROUT-FILLED CMU (117 PCF MIN .) FIXED PANEL CLIP ANCHORS INTO I CONCRETE (2.85 KSI MIN .) OR HOLLOW OR GROUT-FILLED CMU (ASTM C-90) 3/16' ITW TAPCON 3/16' ELCO ULTRACON 3/16' ELCO ULTRACON 3/16' ITW TAPCON OR ELCO UL TRACON #10 WOOD SCREW #10-16 HILT! KWIK-FLEX OR ITW TEKS SELF-DRILLING SCREW #10 GRADE 5 SELF-TAPPING/ DRILLING SCREW 3/16" ITW TAPCON 3/16" ELCO ULTRACON 1" 3" 1-3/4" 1" 1-1/4" 1" 1-3/8" 7/8" 1-318" 718 " FULL THREAD THRU 0.060" 112 " FULL THREAD THRU 0.125" 1/2" 1" 3" 1-1/4" 2-1/2" MIN . EMBEDMENT SEE TABLE 1 j 1NTERIORI INSTALLATION ANCHOR SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT MIN. EDGE DIST. SEE TABLE 1 2 7/16' SUBSTRATE BY OTHERS------~ SEE TABLE 1 B 7 INSTALLATION ANCHOR SEE TABLE 1 TWO ANCHORS PER FIXED CLIP THROUGH PRE-DRILLED HOLES .- 18". (TYP.) 18". MAX.O.C. (TYP.) FIXED PANEL CLIP NOTE: CLIP ANCHORS MUST BE LOCATED A MINIMUM DISTANCE OF 3" FROM ANY MAIN FRAME ANCHOR. L HORIZONTAL SECTION TYPICAL JAMB ANCHORAGE 1/4" t-----+--19/16" -i- 1 21/16" ~ FIXED PANEL CLIP DETAIL SUBSTRATE BY OTHERS J SEE TABLE 1 C \ HORIZONTAL SECTION 7 / FIXED PANEL ANCHORAGE NOTE: FIXED PANEL CLIP ANCHO~S INTO WOOD OR METAL SHALL FOLLOW THE ANCHOR TYPE , MIN. EMBEDMENT AND MIN. EDGE DISTAN CE LISTED IN TABLE 1. £~~~¥!-~ 1900 SW 44TH AVE. OCALA, FLORIDA 3447 4 www.cws .cc 8900 PVC SLIDING GLASS DOOR NON-IMPACT ;ii! i== z w 0 u: z 0 u 0 z <t >-c:: ~ ii: a. ~ a. ~ s: <tzS: ow0 (l)w 0 ci ~5~ ~t~~ ~~§:~OC::S:EQ z:i:::e:<th:S:::;;:i: 01-o ,,twoo U(l)t-Ua.It-C:: z-(/)~21-~a. Q~1:suiz~u~ ~§:~iljQ~~~ ::;;,t 1-l-t--c::c::>-(l)U;;:OZui oot->-::::>>_::;; ~~ffi(/)8~~~ -Ia. C::0-(1) wt-0 a.:i:~>-~ &: !l!S:w(/) a. \\\lllll//1111 ,,,,~c,-~:~~~.:✓.,✓-;. "~\CEN.t(I' .. ,, ~ § "" \*~ ::::* No . 58201 ,Ill:: =:,i i ...,.,_,...,.._. IW=: ::;IJ. ....__~ JIii::: -o\ ,_,.~ ,:. ~~TATE OF i.~$ ,:;. ,.. t-(<,, ~ di · •011t0~ ❖ ~'11.,"ION°AC~~'" '''111111111 11 8/05/2020 LUCAS A . TURNER, P.E . FL PE# 58201 2428 Old Natch ez Trc Tri Camden, TN 38320 PH. 941-380-1574 SHEET DESCRIPTION: INSTALLATION DETAILS DRAW N BY: DATE: ADE 10/30/09 DWG #: RE V.: CWS-496 D SCALE: SHEET 1 :2 .5 7 OF7