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910 Holly Ave
J CITY OF Building & Fire Prevention Division ORb';l MAY 0 2 20118 :, PERMIT APPLICATION FIRE DEPARTMENT $y, Application No: I / Documented Construction Value: $ 111430 Job Address: 910 HOLLY AVE SANFORD, FL 32771 Historic District: Yes❑No7 Parcel ID: 25-19-30-512-1111-0040 Residential❑ Commercial❑ Type of Work: New Addition❑ Alteration ❑ Repair❑✓ Demo ❑ Change of Use❑ Move ❑ Description of Work: REPLACE 13 WINDOWS NON -IMPACT. SIZE FOR SIZE. Plan Review Contact Person: LINA Phone:954-7924415x243 Fax:407-4728380 Name WILLIAMS, ELIZA A Street: 910 HOLLY AVE Title: PERMIT MANAGER Email: Permits@fhaproducts.com Property Owner Information Phone: -ty I • �ZZ ' �7' Resident of property?: OWNER City, State Zip: SANFORD, FL 32771 Name Contractor Information FLORIDA HOME -IMPROVEMENT ASSOC. Phone: 954-7924415 Street: 3044 SW 42 ST. City, State Zip: HOLLYWOOD, FL. 33312 Name: N/A Street: N/A City, St, Zip: N/A Bonding Company: Address: N/A N/A Fax: 407-4728380 State License No.: CGC061890 Architect/Engineer Information Phone: N/A Fax: N/A E-mail: N/A Mortgage Lender: Address: N/A N/A 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. 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 standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 61b Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application ��' 10 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. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal.. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should a dculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AVl'T: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. *01SierlAgent Owner/Agent is X Persona Produced ID Type of ti• Fro Date lk P S\a�e o02a05 ZO PPp��Qo\oo sOe�'L3�YpSSo i�da of Florida D MPP(`N a`e oN F Aa55 0 GP�GcYQop\`OGOe%23 yPSo. N° r'ocoR`�SS �xP`Na`�0oa`N°\a 0. 01 Contractor/Agent is - Produced ID Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing[] Gas❑ Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Me or Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads `ire Alarm Permit: Yes ❑ No ❑ APPROVALS: ZONING: ENGINEERING: COMMENTS: FIRE: WASTE WATER: Revised: January 1, 2018 permit Application REQUIRED ENSPECTIONSEQUENCE Bpff- Addiress: Mhn max, on Descriadion. Footer / Setback 'Remwall. Foundation / Form Board.'Survey Slab /* Mono S-Iab, Ptepour Lintel / T ie Beam / Fill Down Cell Sheathing— Walls- Sheathing— Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Roof Final Stucco./ Siding Insulation Final Final Utility Building - Final Door Final Window - Final Screen.Room Final, Pool Screen Enclosure. Mobile Home Building Final Pre -Demo Final Demo. Final Single Family Residencet Final. Building. (Other) ZOM SRMT Iffln max Ins2ecdon-Deser22tion Electric. Underground Footer /* Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Mu Max Inspection Descri2tion Plumbing Underground Plumbing Sewer Plumbing Tub. Set Plumbing Final hum Max hnsgection DeqcrLi2gion Mechanical Rough Mechanical Final MM min max rhs2ecflonn. DescrR flo Gas Underground Gas Rough Gas. Final REWSEID: Yane 20144 N THIS INSTRUMENT PREPARED BY: Nance: BARBARA ESPARZA Address: FLORIDA HOME IMPROVEMENT ASSOC. 0034 SUNPORT DR. #401 ORLANDO_ FL 328 State of Florida County of Seminole COUN7 ,::I._E:RK. (.it- ' IRCUIT COURT & CIMIFTROLLER ill, ;?1.10 Ps 9�'53 '.LI'_j' 3 CLERK'S t 2018047537L r_ ; r�.I..2 -t+ Ia(;'C:��f: ii._;.:'t_+].`3 .f.i"I: ..::4,,_ i1{'1 R{_:CORiING FEED 1>11:I,isit RECORDED 11:1,'t` lidevor Permit Number: Parcel ID Number: 25-19-30-512-1111-0040 The undersigned hereby gives notice that improvement will be made to certain real property, and In accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) LOT_4 BLK I TR 11 A C_MARTINS ADD PB 1 PG 98_____ 910 HOLLY AVE SANFORD FL 32771 GENERAL DESCRIPTION OF IMPROVEMENT: WINDOWS OWNER INFORMATION: Name: WILLIAMS, ELIZA_A Address: 910 HOLLY AVE SANFORD, FL 32771 Fee Simple Title Holder (if other than owner) Name: n1a Address: n/a CONTRACTOR: Name: FLORIDA HOME IMPROVEMENT ASSOC. Address: 3044 SW 42 ST. HOLLYWOOD, FL. 33312 Persons within the State of Florida Designated by Owner upon whom notice or other documents maybe served as provided by Section 713.13(1)(b), Florida Statutes. Name: n/a Address: n/a In addition to himself, Owner Designates n/a of To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Data of Notice of Commencement (The expiration date Is 1 yearfrom date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN 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 COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of,my knowledge 4 belief. Omer's Signature Owners Printed Name Florida Statute 713.13(M): ' The owner must sign ttro notice of commencement and no ons else may be penyftd to sign In its or her stead' State of _ County of 6Q (adkl The foregoing Instrument was acknowledged before me this 41, day of 200 by G \ mil *t" . `� r 1 l �� � . Who is personally known to me IW Name of person making statement OR who has produced identification ❑ type of IdeqIJffJ&SW produced: �pl�aZ� Po`tNp Mpl3TINEi °I fto11t)a CA public -State 024555 N # GG 3 p20 auer�c,' otary Mission c 2 r0 m ExP QeNo Assn. -? % � 3 MY �0 hmou�9h,�Nat onai ta1Y °;sq F w q°tided tam" Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: I hereby name and appoint: LUISCOLLAZO AND MERCEDES COLLAZO an agent of: FLORIDA HOME IMPROVEMENT ASSOC. (Name of Company) to be :my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): 19 The specific permit and application for work located at:; 910 HOLLY AVE SANFORD FL 32771 (Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: WAYNE T. 'BURNETT State Licens Signature of STATE OF COUNTY C The f egoing instrument was acknowledged 200 i' , by WAYNE T. 13URNETf to me or o who has produced identification and who did (did not) tam (Notary Seal) o Pti N�tiG��F °`gay �PP�\S�a�e oQ2aSy 2��'� a��NPoeXI 6G Rp Ao ~PPy pUB�i Print or type name this ajday of (+ who isYpersonally known Notary Public - State of — Commission No. (2,bo7qjS5 My Commission Expires: 0 �� � SCPA Parcel View: 25-19-30-512-1111-0040 Page 1 of 2 �pCFA Property Record Card P Parcel: 25-19-30-512-1111-0040 bproa, T Property Address: 910 HOLLY AVE SANFORD, FL 32771-2420 2018 Working Values 1 2017 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value $64,900 $61,278 Depreciated EXFT Value $250 $263 Land Value (Market) $16,570 $16,570 Land Value Ag Just/Market Value "" $81,720 $78,111 Portability Adj Save Our Homes Adj $26,949 $24,467 Amendment 1 Adj $0 P&G Adj $0 $0 Assessed Value $54,771 $53,644 Tax Amount without SOH: $689.98 2017 Tax Bill Amount $490.45 Tax Estimator Save Our Homes Savings: $199.53 " Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 4 BLK 11 TR 11 A C MARTINS ADD PB 1 PG 98 Taxes Sales Find Comptarabla Sales Land Building Information Is Bed/Bath count incorrect? Click Here s Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund $54,771 $30,271 $24,500 Schools $54,771 $25,500 $29,271 City Sanford $54,771 $30,271 $24,500 SJWM(Saint Johns Water Management) $54,771 $30,271 $24,500 County Bonds $54,771 $30,271 $24,500 Description Date Book Page Amount Qualified Vac/Imp WARRANTY DEED QUIT CLAIM DEED 11/1/1978 4/1/1978 01196 01166 1047� 0708 $27,300�Yes $100 No Improved Vacant Method Frontage Depth Units Units Price land Value FRONT FOOT 8 DEPTH I 107.001 117.001 0 I $174.00 I $16,570 # Description Year Built Fixtures Bed Bath Base Area Total SF Living SF Ext Wall Adj Value Repl Value Appendages Actual/Effective 1 SINGLE 1978 � 6 2 1.5 936 � 1,261 1,261 CB/STUCCO $64,900 $80,371 Description Area FAMILY FINISH BASE SEMI 325.00 FINISHED http://parceldetail.scpafl.org/ParcelDetailInfo.aspx?PID=25193051211110040 4/11 /2018 J t3zta smp nett `s� ' L araward Tot. -7921-ul5 s UD.O O t9i tff 1E 30" = I St., FL Laudordaa, Ft. 3=12 Pl ORMA x`;; '3 Miami Tat: 3U5,a� a adiµ..Y 6./ p' 3r� ,�9; � .�9�1���� ..m✓� WO b: PHAPIRMICTS-CM 3: I�` A3Hv'.�V�t�saW if G Name;l.A Rome. Phnne-, , f./ vs; i h ane: _. _.. _.._... 9-L_✓,'...: - _....m.M._4.'y at _.,_.State 7 This Contract is Made and entered into this I da of A�� ) � {j � y Y 20 by and Fl ____, _.._.. _ , a Hr�rsr�rm rnesrt Aswcjatas, iAC,'`� a Fftzrida rgxuatt zt ('C s tr!€Y�tf orFt4A'}, and s; named above of the resHdence- ftbatedafthe address fisted above ('Ownen Th, Caragactor egrets to perform ti* work described be1w. 1$ fttmove r m't ng units 1t be regslaced. {NOrr: Renewed items are S&ciy to be damaged.} 2) Prepare opealtv UMCftnn tram lns a' a on sarytoretelverap set units, ns los*rsnsdvn 9=4 lama are". Manton i. tan Cscsrnee�s€s �. 3) _ FHA Energy Sto:m Swat _ Simonton Vmyi Insulated and shtgta pre.-sds doors 0-- hind 9f AtummumttsattlaW, AturnInumNarrinsulated W Algft Ulftea era sts . f e4 CEO b Own the "tam 3 :_._._ r"tik irRYat e tttAM A PStd7-isi5t9,atEd E€ 'idoor' t Mtiis d Impact, color . O 99waAMd attY +2__...._ czty veE o �§ �c acts Y 40 x#rtt. 2or .—m.•.•..._.�.m.. �;rcnc� Fhaora {e ISra AA AP F ,FAA tt121 $ LII{ y} — 'Otv— _ .... g, l &ya M 0"'M ,, Va" P;14ko f.110 , f °+Ll - R` INITIALt4ERE _. �4S '. lTa�cttu�s' era-srst?�s,^nts[aa+�na�ta^,t7t?a�n. ' �; sj WortDitsT�s':rapla�,..._� .d _ PNfT9AtNEitE-• �$ a pi ahfe,r rrtavirR urtsrp+anels,aws 7) Special lnstnla"; ms: 8) isuplob'd4briand pfoodif)e saTy purrAts.and lnw:aprfl. g} 3f �itpl$ca�4e> €t the e ra'€t? Ai*,eettr�+eSvr is ur�le for-s€�' tscr; ?o �6z�I�s s,�s-�ar par.�rr'as dos to rs°tmans4rrier� pf aar� vzac9, %W9=0r zh aI r fund a I i y V r EM ous iMWMnt ark thl 1, v4sts A Ct1,on; 041 ae auto came9Ir . (No ;Ugh,workv'.1etthan normal inscal€ is to k done Unless now below.) A.tEinaf�aark: awig:Contractor shail comrner`- the workwhh!n t-ysafter exerotionof he Contract (tare'Commenrementa5te"') and shag eadravcrr'to emm itat a� itk hereaan 32z within / P _ '�aYs the Commencement Crate. / Cuntraak Price the TMAL PME farali t abor and Matariats (Incku Inii anyappiltable distount) is Down P.ayment S (if � ll ut# salamte.aayabie $. 4'3, otalComradPrice $ cow, a" MI prffvlde to Owner a FUUI WaNer and Release of Lien and Contracto, s Final Affidavit to Owner, srfbstantlally simaarto the forms ihetudrd m ci aater Ida Statues 12005S , nrte 5 rdYPJ relccsy ter apPf} SesrJ x+rr}ng o tter ahmoe-statue Litt ip sum ornauat. Eyes is cA ded s Nrre3»urrr r errent oruirerL Rc ocurnents i"r1 B.ia , K tt delve Obtained by o nw. a$°�?t�t�€,�aibLt.N.ric:�.&aa- rst- $tabiatxk. b}:4ratam arglied.0a wovof eonvad at theumn you MIPU XnapttwPVb=jcv:*0figift e$. The foundal documents aundwd to this hams tm covsiPapt may COMU e U MCAVOM ux asca#a a scan ors VMW Prapamr'tfsat sne&# be fared=d an If yen do not M. pb sure "a undarsbirnl xM panblaft of ft contract wW iinaned dasumenit bafore ytoa €;ism i g: ifds Cordfact corrtains the entire contract of the patties, It may not be dtaned oa^ by btuf only by a signed change order os enter written amendment. The waiver by any party of a breach a# any prevision of this contract shalt not operataor be construed as a waiver of any subsequent breach by any patty. IN WITNESS WHEREOF, the Pardee Ito have executed this caartrac% under seat, as of the day and year first above dticl L You fx'ga Suysr m4y,cgimW No try st at pe r to f an the t a1W tM dale of this tribinucUm Sea then aftathed nathw of coamth0tan #eruct fir an expliggmthm of tilt rlghf. Dtaefsr:i�tt JI ,SIgnaturfafOwnsr$ iFaz e? Home OvinevI Association Nome. Z' YES '' 8. .za m i RECORD COPY City i Sanford Building and Fire Prevention Product Approval Specification Form �QILDINc Permit #_ # 1 8- 2 0 9 6 ;( SANF:o,,R,0 Project Location Address 910 Holly Ave, Sanford, FL As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category/Subcategory Manufacturer Product Description Florida Approval # (include decimal) 1. Exterior Doors Swinging Slidin IEVVED FOR CODE COMPLIANCE Sectional Roll U Automatic -- Other 2. Windows Single Hung CWS 8100 FL4091.1/FL16177.1 Horizontal Slider Casement Double Hun Fixed Awning A PERMIT ISSUED EiGINGSTO pRocan WITH THE WOR AND NOT AS Pass Through AUTHORITY TO VIOLATE, CANCEL, A TER OR SE I Projected ASIDE A, E OF A P RMIT PREVENT Mullions THE BUILDING OFFICIAL FROM TH:-REAFTER Wind Breaker CATIONS 0 THIS CODE Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Underla ments Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name WAYNE T. BURNETT (Please Print) June 2014 J Li SH 36 x 371/4 (+/-5o) FL4091.1 L� 5H a 36 x 49 1/2 (+/-50) FL4091.1 SH 36 x 491/2 (+/-50) FL4091.1 SH 52 1/8 x 371/4 (+/-50) FL4091.1 FHA - DIAGRAM SHEET - caa�.z»6mxagaa^ws.:�aa�a�Ac _ r J AD NUMBER TYPE OF. PROPERTY FLOOR No R 1645854 _ Single Family 1 SH 36 x 37 1/4 (+/-50) FL4091.1 SH SH 25 1/4 x 75 1/2 25 1/4 x 75 1/2 (+/-So) FL4091.1 (+/-50) FL4091.1 SH 521/8 x 491/2 (+/-5o) FL4091.1 SH 25 1/2 x 371/4 --,,�(+/-70) FL16177.1 i N 5H 36 x 36 (+/-50) FL4091.1 5H 34 3/4 x 61 1/2 (+/-50) FL4091.1 (" iv' SH SH 20 1/4 x 541/4 201/4 x 541/4 (+/-50) FL4091.1 (+/-50) FL4091.1 1/4/2018 Florida Building Code Online BCIS Home j Log In;~ User Registration Hot Topics ; Submit Surcharge Stats &.Facts Publications fBC Staff I BCIs Site Map Links Search i Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL4091-R8 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext245 kpine@cws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext291 jiathrop@cws.cc Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext221 amonteverde@cws.cc Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Lucas A. Turner PE-58201 Keystone Certifications, Inc. 07/21/2020 Steven M. Urich, PE Validation Checklist - Hardcopy Received FL4091 R8 COI EvalReport154F.odf Standard AAMA/W DMA/CSA/ 101/I.S.2/A440-05 AAMA/W DMA/CSA/101/I.S.2/A440-08 PA TAS 202 Year 2005 2008 1994 htto://www,floridabuildina.ora/Dr/Dr aDo dtl.asox?Daram=wGEVXOwtDquz931%p2b4g5faHJ3x%2fpCz8Ew7OMgLld528M%3d 1/3 1/4/2018 Florida Building Code Online Sections from the Code J J J J J J Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 09/26/2017 09/29/2017 10/08/2017 12/12/2017 FL # Model, Number or Name Description ------------ 4091,1 SH-8100 8100 Vinyl Flange/Fin Frame Single Hung -------- --.._._. --- Lfmf s of Use _.........-... - —_...- Installation Instructions Approved for use in HVHZ: No j FL4091 R8 II CWS-154F pdf Approved for use outside HVHZ: Yes ! Verified By: Lucas A. Turner 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +50/-50 Other: SH-8100, Max. size 53.125" x 76". Glass complies Evaluation Reports FL4091 R8 AE EvalReport154F pdf with ASTM E1300-04. Created by Independent Third Party Yes ; ..-...... --- -- 4091.2 SH-8100 SH-8100 Vinyl Single Hung Non -Impact. Ii Limits of Use Installation Instructions I Approved for use in HVHZ: Yes FL4091 R8 II CWS-485C.pdf Approved for use outside HVHZ: Yes Impact Resistant: No I Verified By: Lucas A. Turner 58201 i Created by Independent Third Party: Yes Design Pressure: N/A I Evaluation Reports Other: SH-8100 Vinyl Single Hung, OX, Max. size 52"x 71", FL4091 R8 AEEyalReport485C.Pdf see installation dwgs. for DR Glass complies with ASTM E1300- Created by Independent Third Party: Yes 04. ! 4091.3 SH 8100 Continuous Head & Sill SH 8100 Vinyl Single Hung, Continuous Head & Sill Non - Impact. — - --- - -- - --__ — — Limits. of Use -- Installation Instructions Approved for use in HVHZ: No FL4091 R8 II CWS-442C.odf Approved for use outside HVHZ: Yes Verified By: Lucas A, Turner 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: SH-8100 Cont. Hd. & Sill, Max. size 72 7/8" x 61 3/4", FL4091 R8 AE EvalReoort442C.pdf DP +67.5/-70 psf. Glass complies with ASTM E1300-04. .— ....... ......... _ ..... _ - __ . .. Created by Independent Third Party: Yes _ __ _. _— __! 4091.4 SH 8100 Continuous Head•& Sill SH 8100 Vinyl Single Hung Cont. Head & Sill, Non -Impact. — Limits of Use Installation Instructions Approved for use in HVHZ: No FL4091 R8 II CWS-492C.pdF Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A I Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports Other: SH-8100 ConL. Hd. & Sill, Max. size 74 1/8" x 72", see FL4091 R8' AE EvalReDOrt492C.Ddf chart on installation dwgs. for DR Glass complies with ASTM Created by Independent Third Party: Yes ; E1300.04. 4091.5 SH-8100 Oriel i 8100 Vinyl Single Hung Oriel w/ HD Meet. Rail Limits of Use Installation Instructions Approved for use in HVHZ: No FL4091 R8 II CWS-293D.pdf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: SH-8100, Max. size 52" x 96", Oriel. Glass complies with ASTM E1300-04. FL4091 R8 AE EvalReport293D.pdf Created by Independent` Third Party: Yes J Contact Us ::. 2601 Blair Stone Road Tallahassee F1.32399 Phone: 850-487-1824 The State of Florida is an.AA/EEO employer. Cboyright 2007-2013 Slate of Florida.:: Privacy Statement ;: Accessibility Statement.:: Refund Statement Under Florida -law, email addresses are public. records. If you do not want your e-mail address released inresponse to a public -records request, donot send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. `Pursuant to Section httn•//www.floridabiiildina.orn/or/or ano dti.asox?oaram=wGEVXQwtDquz931%2b4g5faHJ3x%2fpCz8Ew7OMgLld528M%3d 2/3 1 /4/2018 Florida Building Code Online 455.275(I), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must.provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply apersonal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . J J Product Approval Accepts: M & © eCr- J J Credit Card Safe httD://www.floridabuildino.Ora/Dr/l)r aDD dtl.asox?param=wGEVXQwtDquzg3l%2b4g5faHJ3x%2fpCz8Ew7OMgLld528M%3d 3/3 J .L.1� - ER ENGINEERING & CONSULTING, INC. 1.239 .Jabara Ave. North Port, FL 342M Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 154F August 28, 2017 Product Description: Series 8100 PVC Single Hung Window, Non Impact, 53 1/8" x 76" unit size, 54 3/8" x 77 1/4" flange size Manufacturer: Custom Window Systems, Inc. 1900 SW 44"' Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 6°i Edition (201.7) Florida Building Code outside the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL 2) Approval drawing CWS-154F, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3809-1 and -IA, from. National Certified Testing Laboratories, Orlando, FL signed and seated by Gerard J. Ferrara, P.E. a. Testing Performed:AAMA/WDMA/CSA 101,/I.S.2/A440-08 4) Supplemental Calculations to support CWS-154F, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-1.54F. Limitations of Use: This product: ® May be used in the configurations and sizes and with daylight openings as indicated in CWS-154F ® Achieves design pressures as indicated in comparative analysis table in CWS-154F ® Is non -impact and requires the use of shutters in windborne debris regions ® May not be used in the High Velocity Iurricane Zone ® Requires glass as shown in CWS-I54F ® Requires Quanex (Mikron) white rigid PVC extrusions as shown in CWS-154F Certification of Independence: I do not have, nor do]. intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. �%jiiifffll � E;Lucas No 5�32,1 . ''� rt 8/28/20,175 Turner 2017-08-30 ` w � * = * = Lucas A. Turner, P.E. 15:58+20:00 FL PE #58201, 33'• STATE OP J -= r ` T T_ MAX AX OVERALL FLANGE HEIGHT B MAX. UNIT WEGHT T- 36 11116" I MAX. SASH HEIGHT 63 5/16" MAX OVERALL FLANGE HEIGHT 62 1116" MAX UNIT -r HEIGHT 224" MAX SASH 41N,G�LEHUNG -NDN-IMPACTN w/DIFFERENT OPTIONS) 54 318 MAX OVERALL J4 3/8' FLANGE WIDTH MAX OVERALL 531/8" FLANGE WIDTH MAX. UNIT WIDTH 4815/16" — 53118" GLASS DLO MAX UNIT WIDTH "-1 A m 481511V —� GLASS OLD I 335 116" 69 1/2*MAX I DOSS OVERALL 33 B FLANGE I HEIGHT O DL fi81/4', X I C 33 3/8" 30 3l16" I 8 GLASS MAX �/ 26 7l8' I O OLD SASH /� GLASS HEIGHT e 8 6 5/16" i 6 5/16" GLASS DLO GLASS DLO EQUAL SPLIT 5 HI SASH ORIEL 54 3/8" MAX OVERALL FLANGE WIDTH 531/8" — { MAX. UN rr WIDTH — 48'15116" --{ GLASS DLD II F-- 46 5116- ------ GLASS OLD 60/40 SPLIT ORIEL TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS.....1 OP CHARTS & GLAZING DETAIL........2 SECTION VIEWS & ALT. FRAME EXTRUSIONS & B.O.M........... __A ANCHOR SCHEDULE & NOTES .......... 5 INSTALLATION DETAILS.....................6 33 5/16" GLASS 20 11/16" GLASS DLO GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNEDANDMANUFACTURED WINDOW SYSTEMS/(,Q✓1(J/4f TO -COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION. 1900 SW 44TH AVE. OCALA, FLORIDA 34474 2. GLAZING OPTIONS: (SEE SHEET 2) WWW.CWS,CC - 3. CONFIGURATIONS: "O/X". 810t1 PVC 4. DESIGN PRESSURE RATING (SEE SHEET 2): SINGLE HUNG -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTME-1300-04e01l09. NON -IMPACT -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04e01109. ¢ Z 3 a z o 5. ANCHORAGE: THE 33 1/3°! STRESS INCREASE HAS NOT BEEN USED Z o � o ¢ to � o 0 z � ~ z ~ IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR w z O O DETAILS. WINDLOAD DURATION FACTOR C8=1.6 WAS USED FOR WOOD o -- Z w 3 $ 2 ANCHOR CALCULATIONS. O 2 O m O a 2 w 0 0 6, NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE o Zaxl-CL CL Z (n _ Z F j SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. ZQ O Z.V.Vj Z o U U I-"-Iy�C)O"-z 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT Z 2 ¢.O 1w r �_ Z _. USED AT FIXED MEETING RAIL AND JAMB. F O O � O ?� 0 0 w K �0uimw 8. SERIES / MODEL DESIGNATION SH-6100. R Z = d- Z OJ 1n , 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: O d wr-0. az�>- 'a w � w X = OPERABLE SASH, O =. FIXED SASH 10. SECTION EOONnCALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR ` P ARE CA ........ `, Ty O � GEfJ F Jam: wi ' 11. EXTERNAL WEEP SLOT = 1/2" x 2-1/2" LOCATED 4" FROM BOTH ENDS. N. 58201 'A O'" STATE OF :J` Lucas 0 R ID Turner°�.,`r�oAtA; 2017-08-30 17:10+20:00 CONFIG. MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING EQUAL 53-1/8" x 76" SEE COMPARATIVE ANALYSIS CHART, SHEET 2 NONE 5 HI ORIEL 53-1/8" x 68-1/4" NONE 60/40 ORIEL 53-1/8" x 62-1/16" NONE 8/28/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 IEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS ;AWN BY: DATE: BAT 04/29/08 YG k: REV.: CWS-154 F ;ALE: SHEET 1:33.33 1 0176 t Design Pressures (PSF) with Glass Types A, 8, C, or D Unit Sash Unit Widths (in.) ._..- ..........,___.__..__ Heights (in.) Heights (in.) 23 1/2 27 1/2 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 1/8 35 1/2 17 +50 / -75 +50 /-75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 39 1/2 19 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 41 1/2 20 +50 / -75 +50 / -75 +50 / -75 +50 / -7S +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -73.1 43 1/2 21 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -73.4 +50 / -70.6 47 1/2 23 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -68.9 +50 / -66.2 51 1/2 25 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -72.7 +50 / -65.2 +50 / -62.6 53 1/2 26 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -71 +50 / -63.6 +50 / -61 55 1/2 27 +50'/ -75 +50 /-75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 /-75 +50 / -69.5 +50 / -62.1 +50 / -59.5 59 1/2 29 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -66.8 +50 / -59.5 +50 / -57 63 1/2 31 +50 / -75 +50 / -72.9 +50 / -72 +50 / -71.6 +50 / -71.6 +50 / -71.6 +50 / -71.6 +50 / -71.6 +50 / -64.6 +50 / -57.3 +50 / -54.8 65 1/2 32 +50/-73.2 +50/-69.1 +50/-68 +50/-67.4 +50/-67.3 +50/-67.3 +50/-67.3 +50/-67.3 +50/-63.6 +50/-56.4 +50/-53.9 67 1/2 33 +50 / -69.8 +50 / -65.6 +50 / -64.4 +50 / -63.7 +50 / -63.4 +50 / -63.4 +50 / -63.4 +50 / -63.4 +50 / -62.7 +50 / -55.5 +50 / -53 71 1/2 35 +50 / -64 +50 / -59.7 +50 / -58.3 +SO / -57.3 +50 / -56.5 +50 / -56.5 +50 / -56.5 +50 / -56.5 +50 / -56.5 +50 / -53.9 +50 / -51.5 74 3/4 36 5/8 +50 / -59.9 +50 / -55.6 +50 / -54.1 +50 / -53 +50 / -51.8 +50 / -51.7 +50 / -51.7 +50 / -51.7 +50 / -51.7 +50 / -51.7 + 76 37 1/4 +50 / -58.5 +50 / -54.1 +50 / -52.6 +50 / -51.5 +50 / -50.2 +50 / -50 +50 / -50 +50 / -50 +50 / -50 +50 / -50 +50 / -50 7/8" OVERALL �7/8" OVERALL 7/8' OVERALL --7/8" OVERALL 118" ANNEALED - 3/16" ANNEALED - •-1/8" TEMPERED - -3116" TEMPERED 5!8" AIRSPACE -� 1/2" AIRSPACE 518" AIR SPACE 1/2" AIRSPACE 118" ANNEALED 3/16' ANNEALED 118" TEMPERED - 3/16" TEMPERED _ I SIP 552 OR I SIKAFLEX 552 OR SIKAFLEX 552 OR PURFECT 552 ORGLAZE "H" A8 PURFECT GLAZE "H" 46 PURFECT GLAZE "H" a6 PURFECT GLAZE `H° ! I 112" GLASS BITE 112" GLASS BITE 112" GLASS SITE 'J2' GLASS BITE i ( w i t I GLASS TYPE A LINOTE: F SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE. FA GLASS TYPE B u GLASS TYPE C GLASS TYPE D 19DO SW 44TH. AVE. OCALA, FLORIDA 34474 wWvCcws.cc . 8100 PVC SINGLE HUNG NON -IMPACT z dzo 1- 0uw0 QF00 w z O z K F- t o LL Qi6 w3, z z=id0ci0 O Oa�Z<xmm in Z p LL�pZjUL I...?OZ >d LL - 4�0w-2-0_ �d Z g w O�WEnQ w 0w 0 1- O w1O a z�>' -- _ a:w�Wu1 n .�0P�,CRE41. JVA. 4�GENgF No 11168201 • �i�'� O;• STATE OF f�WAl ASS/ONA i�p,```` z�- 8/28/2017 LUCAS A. TURNER, P.E. FL PL%# 58201 1239 JABARA AV E. NORTH PORT, FL 34288 PH, 941.380-1574 SHEET DESCRIPTION: COMPARATIVE ANALYSIS AND GLAZING DETAILS DRAWN-SY: DATE: BAT 04/29/08 DWG.#: REV.: CWS-154 F SCALE: SHEET 1:1 2OF6 G� INTERIOR SYSTEMS WINDOW SYSTEMS 1900 SW 44TH AVE. OCAtA, FLORIDA 34474 j 45 32 54 12 3 13 35 L92i a a5 WWW.CWS.CC - 8100 PVC pon SINGLE HUNG NON -IMPACT a5 Q ow / o zLlj a�od 1g 33 ' o g z aU1� or zwiZ13: O 15 53 17 65 66 63 19 !� O O � O Lj ¢ = � SECTION B-S U U m7 .- Z I- �� a Z �U�Z?U(n 53— NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW, RIGHT SIDE SHOWS SASH SECTION VIEW. z ¢ O r Z c6 Z O 0 U u- 2 O- z Q O t O w rr z ou)"8w2w 14 n W K x: 3 W . 27 6 71 _ 3A INTERIOR `� •- CEt� G ��' �E No 58201 = :o �6 8 * - 'O'. STATE OF :��` �''SS70NA1 54 16 65 10 toy. 4 69 zi- 3a 48 8/+2017 l 6 3 33 U LUCAS A. TURNER, P,E, O 1239 A ARAAVE, 30 �a6 NORTH PORT, FL 34288 PH.941-360-1574 SECTION C-C SHEET DESCRIPTION: ALTERNATE FIN FRAME SECTION A -A SECTION VIEWS DRAWN BY: DATE: BAT 04/29/08 ,. DWGf REV.: .NOTE: ITEMS NOT SHOWN FOR CLARITY: CWS-154%. F SCALE: SHEET 20, 23, 25.26, 31. 36, 37, 44, 51-52, 55-56, 64, 67-68 1:2 3OF6 16. PARTS LIST FRAME CORNER /%� ITEM PARTa DESCRIPTION VENDOR MATERIAL f-' 31/8" �{ CONSTRUCTION 11 %l%J(®%}f}��V4V4 1 H-6031 Main Fr, SH, wlFlg., PVC, `lead Mikron Vinyl T— 69 l^-, 15/t6'-••-I �Zy16 �W�I!(NyIDOWlll444SYSTTEuMCSr 2 H-6031 Main Fr, SH, w/Flg., PVC, Sill Mikron Vinyl jh--Ilj- 3 H-6031 Main Fr., SH, vdFlg., .PVC, L. Jb. Mikron Vinyl T 1900 SW 44TH AVE. 8 OCALA, FLORIDA 34474 A H-6031 Main Fr, SH, w/Flg., PVC• R. Jb. Mikron Vinyl (—I 10 WWW.CWS.CC 5 H-1836 Meet. Rail', Fxd, Keymark Alum 1116" 8 H-6027 Sash Meet. Rail. PVC: Mikron Vinyl 39116" q _ 1/16" 1/16' 9 H-1497 Reinf. Sash Meet. Rail Keymark Alum WEI IR.IL.1_ U i 8100. PVC 10 H-6028 Sash Bottom Rail, PVC Mikron Vinyl CORNER WELD (ALL SIDES) SINGLE HUNG 12 H-6004 Sash Side/Top/8oi. Rail Mikron Vinyl PVC SASH BTM. RAIL PVC SASH MTG. RAIL 1:9 13 S-1498 Reinf. S.S.R,/S.S,R Keymark Alum �1'- H-6028 H-6027 NON -I VIPACT 14 S-6064 Glz. Sd., 7/8",Fxd., Horiz. Mikron Vinyl r I 15 S-6064 Glz. Ed., 7/8",Fxd., Vert. Mikron Vinyl PVC FRAME FIN z Q 3 16 S-6064 Glz. Bd., 7/8",Sash, Horiz. Mikron Vinyl H-6026 P p w O O w O o 17 S-6054 Glz. Bd. 718".Sash, Vert. Mikron Vinyl 37 w Z O oZ ~ 1- 18 S-6013 Scm. Adapt., w/Nib, PVC, Horiz. Mikron Vinyl 1 v2"-{ - O C to 3 Zy p 3 m 19 S-6014 Scm. Adapt.. PVC, Vert, Mikron Vinyl '' 31/9" 1 3116"-+- 11 � Z Z M � ¢ W 20 S-6029 Sash Stop / Filler, PVC, Vert. Mikron Vinyl 1 _ i `5 p O r O d as X O W 24 P-2190 Balance BSI _ 2 Imo- 1 FIXED MEETING RAIL p z- N? Z F j co 25 P-3059 Sash Cam, PVC BSI Plastic 1/18" SCREWED TOGETHER WITH z p LOV Uj L) - (3 1 5/9 2 lilt OUTERFRAME < F z g p 0 u. U ft 26 P-3046 Take Out Clip BSI Ss 211116" 4 ; 8 � Q p I- F O z 27 P-3783 Lock, Impact, PVC - jIntedockk ^ - 1116' I LLLn��SSS O o. '0O2t O 6 28 P-4069 Keeper. Impact, PVC k Zamac 1lWulO o w3D P-0479 Weep Co ar w/ Flap Plastic D rn 32 P•3429 Wstp., 0.270 x .187 back FinSeal, Gray _ Q PVC SASH SIDE RAIL FIXED MTG: RAIL Ow a >33 P-3429 Wstp., 0.27D x .187 back FinSeal, Gray H-6004 H-1836PVC FRAME FLANGE~n34 P-3429 Wslp., 0.270 x .187 back FinSeal, Gray H-6031,35 P-3429 Wstp., 0.270 x ,187 back FinSeal, Gray ++ 'ROREW 'h36 P-3429 Wst 0.270 x .187 back FinSeal, Gra P., Y pPr•�,�C E N S 6'*- 37 P-4638 #8 x 2-1/2 PH Mod. Truss Type A, Tek 2 Ajax Steel 1 118" 3�8' J :• •• F 38 P-3768 #8 x 0.625 Ph PH SMS Hub City Steel 5116"-- 1/2" ���No 58201 •'• -111k-I{ T-- 39 P•4051W #8 x 1.250 Ph FH TEK, Whit. Hub City Steel --] 19 } f--- { t8 13116,7q 40 P-4264 #8 x 3/4 FH PH w/#6 Head, TEK,. Wht Hub City Steel L 1119" ...LLL L j� ^ 9 STATE OF W U16' 44 P-3342 Seam Sealer, SM•5504 Schnee- . v16' y0..• P,r�Juc 45 P-3752 Cap Plug, 112" Hole MBM Nylon PVC SCREEN SUPPORT PVC SCREEN CATCH PVC SASH STOP �Fs 0 R? V•' GN, 46 P-3438 Sikaflex 552 or Purfect Glaze "H" Sika/Henkel S-6014 S-6013 S-6029 'h,SONA1 +�`` +`+ 48 P-3352 Set- Blk., 85 Dur., 118" k', 5/8" k 2" Lg, F. Lowe Rubber 51 P-3881 Temporary Lbl• (NFRCIDP) 52 P-3613CWS Lbl. (logo) Pro Label 314--'-- 63 Glass, Fixed (See Sheet 3) �{II L 54 Glass, Sash (See Sheet 3) !— L. �t6 i I 114 ---+ �- 14 Y� 55 P•3281 Spacer (see sheet 3) Du aseal 1I" (� �� —� 'i-� 135 8/`28-/2017 L 1116 1 LLL���1/16" 7Ef 56 P-3281 Spacer (see sheet 3) Duraseal 16 62 P-3218 Screen Frame,. Horiz, Allmetal Alum 1 LUCAS A. TURNER, P.E. 63 P-3218 Screen Frame, Vert. Allmetal Alum REINF. SASH MTG. RAIL REINF. SBR/SSR ! FL PE # 58201 64 P-3321 Screen Frame Corner Key Allmetal Plastic H-1497 S-1498 PVC GLAZING BEAD 1 JABARA AVE. 65 P-3581 Screen Cloth, 18 x 16 Fiberglass Betterwe Fiberglass S-6064 NORTTHH PORT, 34286 PN.941-380-1-1574 66 P-3228 Screen Spline, .155 Dia., Blk. Dapa Vinyl , 67 P-3029 Screen Pull Tab Summit Alum 1@"—l--y. 9/t6" SHEET DESCRIPTIOv: 68 P-3033 Screen spring, SS FI. Screen sS 3116"-1 I �_3"__�_ '�' 1 69 H-6026 Main Fr., SH, vdFin.,. PVC Mikron Vinyl L BOM AND EXTRUSIONS 70 70 P-3113 Screw Support for PVC T. Plastics Nylon .ram 1 SI16" DRAWN BY: DATE: 71 S-6063 Fixed Rail Comer Mikron vinyl SCREW SUPPORT ! BAT 04129/08 P-3113 owca: REV.: PVC FIXED RAIL COVER CWS-154 F LINE ITEMS NOT USED: S-6063 _ 6-7, 11, 21-23, 29, 31. 41-41 47, 49-50, 57-61 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. scA1E: SHEET I 1!8 40F6. 14-' MAX OX 6- MAX (TYI 6" MAX (TYI )TE 2 4" MAX. (TYP)- 4' MAX. (TYP.) MAX O.C. O (TYP.) 1Ci ( MAX. O.C. (TYP.) THRU FRAME ANCHOR -� - -- MEETING RAIL AT FIXED MEETING RAI r � � , CENTERLINE (TYP,) � 4" (TYP) 4- (TYP) �/ /\ i I INSTALLATION ANCHORS TYP. ANCHORLAYOUT- (FLANGE) ANCHOR LAYOUT - (FIN) )TE 2 INSTALLATION ANCHORS TYP. NOTES: 1. INSTALL -ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS RED AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1116" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH. DENSITY PLASTIC OR BETTER, WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6. 4, ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR. METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED,TO.PREVENT REACTION. 5, INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES W ITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 6. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE - 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. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOAD$ TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET. SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMAIAAMA 100(FIN WINDOWS), FPnA/AAMA 200(FLANGE WINDOWS), FMAIWDMA 250(BOX WINDOWS), FMA!AAMANVDMA 300(EXTERIOR DOORS) o(zzm. � WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W,CWS.CC 8100 PVC SINGLE HUNG NON -IMPACT z ¢ZLd p ci Z. -WJO aromtgtW ozOZ}Oa: 3:m W FW3zr-3ox O Oi=0b¢WOO. U UVir ZaFrrna Z OZOVyZjU� W O D'Srn-:o. W W W aco z U%W OJ rn r 0 W~ o w. 0=K� �3a VIORE W'''�, •`s ' P........ rGR No 58201 •'• S3 3 STATE OF :WWI 10 lift wt% i zz 8/28/2017 LUCAS A. TURNER, P.E. FL PE 9 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 ANCHOR SCHEDULE At NQTES )RAWN BY: DATE: BAT 04/29/08 )WG#: REV, CWS-154 F 'CALE: SHEET 1:25 5 OF 6 L MIN. EMBEDMENT }- TYPICALHEADANCHORAGE SEE TABLE SUBSTRATE BY OTHERS !- -�—MIN. EDGE DIST. 1/4'MAX. SHIM--{ SEE TABLE SUBSTRATE BY OTHERS-� j SEE TABLE SEE TABLE 1 1 MIN. EDGE DIST. � MIN. EMBEDMENT o SEE TABLE PERIMETER SEALANT SEE TABLE i BY INSTALLER j INSTALLATION ANCHOR - INSIDEAND OUT / ������IT SEE TABLE SEALANT BEHIND J/ FLANGE BY INSTALLER L- I/q" MAX, SHIM �- , INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND - FLANGE BY INSTALLER PERIMETER SEALANT - BY INSTALLER INSIDE.AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 114" MAX. SHIM MIN. EMBEDMEN- SEE TABLE 1 /i /I I —MIN. EDGE DIST. SEE TABLE 1 VERTICAL SECTION. TYPICAL SILL ANCHORAGE `-- PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER e_777 HORIZONTAL SECTION 6 TYPICAL JAMB ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS FRAME TYPE SUBSTRATETYPE ANCHOR TYPE MIN, EMBEDMENT MIN. EDGE DIST. FLANGE CONCRETE (2.0 KS! MIN.) 3116" ITW TAPCON V 1.1/8" FLANGE 2" NGE CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON FLANGE 2-112, FLANGE 2X MIN. SOUTHERN PINE (G=0.55) 3/16" ITW TAPCON OR ELCO ULTRACON 1-3/8" 7/8" FLANGE 2X MIN. SOUTHERN PINE (G=0.55) Yr10 WOOD SCREW 1.3/8" 7/8" FLANGE 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YIELD MIN) 1:10.16 HILT] KWIK-FLEXOR ITW TEKS SELF -DRILLING SCREW FULL THREAD THRU'0.060" 7/16" FLANGE 1/8" ALUM. (6063-T5 MIN.) OR 118- STEEL (33 KSI MIN.) 910 GRADE 5 SELF -TAPPING I DRILLING SCREW FULL THREAD THRU 0.125" 7116 FIN 2X MIN. SOUTHERN PINE (G=0.55) €:10 WOOD SCREW 1-1/2" 1/2" Oualmffl MIN. EDGE DIST, SUBSTRATES WINDOW SYSTEMS YOTHERS 1900 SW44THAVE. SEE TABLE 11)4" MAX, SHIM .-- FS-EE TABLEI www CWS.I�pA 34474 8100 PVC SINGLE HUNG SEE ABLE 1 NON -IMPACT Q Z :� <Z3: OPERIMETER SEALANT Z w 0 ¢ w o w nn BYINSTALLER w Z O Z �? LSD INSIDE AND OUT ¢ 0 § } O K 3 ro INSTALLATION ANCHOR Z Z x2 < K w p 0 SEE TABLE 1 O O F- FOFB�'jL� <,= 1- � SEALANT BEHIND 0 U (n U� a- ~ 0) D- � FIN BV INSTALLER Z O C7.U'j Z Z) U / C 1 HORIZONTAL SECTION < a Z 0 w Z 0 O Z 6 TYPICAL FIN ANCHORAGE 2 0} j� O g HEAD AND SILL SIMILAR FOR FIN INSTALLATION w O wva(ow O �0 a�0 w,> CL (3aN ul I L Florida Building Code Online Page 1 of 2 tag BCIS Home Log In I User Registration Hot Topics I Submit Surcharge I Stats & Facts Publications FBC Staff BCIS Site Map I Links Search �I�ntla Product Approval USER: Public User s "' UCt Approval Menu > Product or Application Search > Application List > Application Detail FL FL16177-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived G Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext245 kpine@cws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352)368-6922 Ext291 jlathrop@cws.cc Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352)368-6922 Ext221 amonteverde@cws.cc Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer M Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Lucas A. Turner PE-58201 Keystone Certifications, Inc. 07/21/2020 Steven M. Urich, PE 2 Validation Checklist - Hardcopy Received FL161.77 R2 COI EvalReoort812C.ndf Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 bttp://www.floi-idabuilding.orc.y/pr/pi- app—dtl.aspx?param=wGEVXQwtDqvyf4ngAXhl 0... 12/ 14/2017 Florida Building Code Online Page 2 of 2 J Sections from3he Code J J J Product Approval Method Method i Option D 09/28/2017 09/29/2017 10/03/2017 12/12/2017 Model, Number or Name Description 16177.1 5H-8100 PVC Single Hung SH-8100 PVC Single Flung Impact Resistant window. Lim1 s of Use Installation Instructions Approved for use in HVHZ: Yes FL16177 R2 II CWS-812C.odf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +70/-70 Evaluation Reports Other: SH-8100 PVC Impact, no sill anchors required. FL16177 R2 AE EvalReDort812C.pdf Safety glazing required on outer lite above 30 ft. in HVHZ. Created by Independent Third Party: Yes Glass complies to ASTM E1300-04. Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL # Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEOemployer, Conyriaht 2007.2013 State of Florida, ::. Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a publicrecords request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487,1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to SURPIY a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: .. _........._..._.............. _.._ . Credit Card Safe http://www.floridabuilding.org/pr/pr_app_dtl .aspx?param=wGEVXQwtDgvyf4ngAXh 10... 12/ 14/2017 T T T-D UIXNER J J J ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. J North Port, 17LJ34288 Ph. 941-380-1574 FBPE C.O.A. 429779 Evaluation Report 812C August 29, 2017 Product Description: Series 8100 PVC Single Hung, Large Missile Impact, 51 7/8" x 61 3/4" unit size, +/-70 PSF, no anchors in sill Manufacturer: Custom Window Systems, Inc. 1900 SW 446'Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 61h Edition (2017) Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL 2) Approval drawing CWS-812C, signed and sealed by Lucas A. Turner, P.E. 3) Test Report NCTL-210-381 5-1 A, -2, and -2A, by National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed: TAS 201/202/203- 94, ASTM E 1886-02/04/05, 1996-02/04/06/09, and AAMA/WDMA/CSA 101/I.S.2/A440-08 4) Supplemental Calculations to support CWS-812C, signed and sealed by Lucas A, Turner, P.E. Installation: Units must be installed according to approval document CWS-812C. Limitations of Use: This product: • May be used in O/X configuration in sizes and with max. glass DLO heights as shown in CWS- 812C • Is impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires 7/8" Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite (Tempered required above 30 ft in HVHZ) — Air — 5/16 Laminated (1/8Ann-.090PVB-1/8Ann) inboard lite • Requires Kuraray (Dupont) PVB Interlayer per Miami -Dade N.O.A. 16-11 17.02t • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 17-0206.10t t I have evaluated the materials in these NOAs and find that they comply with the requirements of the 6`s Ed. (2017) Florida Building Code for use in this product. Certification of Independence: I do not have, nor do I intend to acquire, nor will I. acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do .I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. wairittri ���t�stRE tv Lucas r No 58201 .. Turner = *� 2017-08-30 53% STATE OF ;'wZ u, 8/29/2017 �� ��� %, ''f�11ito Lucas A. Turner, P.E. +WO I ifr,�r�t��rs� FL PE #58201 J GENERAL NOTES: SINGLE HUNG - LARGE MISSILE IMPACT 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL 0IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. 2. GLAZING OPTIONS: (SEE SHEET 2) 53 1/8" MAX. OVERALL FLANGE WIDTH 3. CONFIGURATIONS: "O/X°. 711718" MAX. UNIT WIDTH 4, DESIGN PRESSURE RATING: ' 4711/16" GLASS DLO NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04e01109. A -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES - - - - - ASTM E-1300-04e01/09. 5..ANCHORAGE: THE 33 113%. STRESS INCREASE HAS NOT BEEN USED sMAX.. - - - - - --il - - IN THE DESIGN OF THIS PRODUCT. SEE SHEETS FOR ANCHOR OVERALL I I I DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD FLANGE I ANCHOR CALCULATIONS. HEIGHT g o B ( I 2613/16" 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE GLOSS NOT REQUIRED. I ( I 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT 61 3/4" I I USED AT FIXED MEETING RAIL AND JAMB. MAX. UNIT HEHT 8. SERIES / MODEL DESIGNATION SH-8100. IG 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 = FIXED SASH t I 30 3116" I I 10, SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR MAX. 26 7/e LOCATION. SASH GLASS HEIGHT I DLO 11. EXTERNAL WEEP SLOT = 114" x 1-1/4" LOCATED 4" FROM BOTH ENDS. 6 6 I I C I - - - - LucasTurne A r 6 451/16" 2017-09-22 GLASS OLO 13:36-04:00 48 3/8" MAX. SASH WIDTH TABLE OF CONTENTS GENERAL NOTES.. ELEVATIONS GLAZING DETAIL. ................................ 2 \/\/ SECTION VIEWS.................................3 EXTRUSIONS. & B.O.M........................4 ANCHOR SCHEDULE & NOTES........:5 INSTALLATION DETAILS....................6 MAX. UNIT SIZE DESIGN PRESSURE IMPACT RATING RATING 51-7/8" x 61-3/4" +/- 70 PSF LARGEMISSILE IMPACT 010 1900 SW 44THAVE. OCALA, FLORIDA 34474 VJWW.CWS.CC 81h PVC SINGLE HUNG IMPACT a i ¢z� 1- OH JOZ lowoo Z ~ZOZa, F o_}}O O1O¢¢Wp.0O x U 0to I-z CF=-ca o z;jz2{.-50 z Owa =Vd NwOVN .- -Z�ZS> hOOZ re t zomomww ccOU) O > cc a. w 'U In No. 59201 -: 7� 4 STATE OF ORIOP• ��•�� 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-080-1574 IEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS ;AWN BY: DATE: BAT 06/18/12 VG& REV.: CWS-812 c ALE: SHEET 1:15 1 OF 6 L nalbom, WINDOW SYSTEMS 1900 SW 44TH AVE, OCALA, FLORIDA 34474 VNNW.CWS.CC 8100 PVC SINAE HUNG IMPACT a z 3 az� z owo ¢woo w zOz of LL r-w YzF-3�z 718" OVERALL INSULATED GLASS 718" OVERALL INSULATED GLASS O O � O U � _ o o 1/8" _ANNEALED OR TEMPERED 118" ANNEALED OR TEMPERED () Z - f% Z Z F- O N O U 6 7li6" AIRSPACE 7716" AIRSPACE } � Z. LL� z o p O 5/16" LAMINATED GLASS WS" LAMINATED GLASS w Q yO N U FZui 118" ANNEALED -•7 118" ANNEALED W LL tq 0 W vi w EE z- 0�co .090° PVB INTERLAYER BY DUPONT .090" PVB INTERLAYER BY DUPONT O w H_C) W 0 N 118" ANNEALED 1/8" ANNEALED a w �' a OUANEX DURASEAL OUANEX DURASEAL IG SPACER IG SPACER 0 gOREW f"It 4 PURFECT'GLAZE "H• OR SIKAFLEX 552 4 PURFECT GLAZE "H"OR SIKAFLEX 552 p�yP:•••"""•• E Qyc�, • No 58201 201 ••: r 14 1/2 GLASS BITE 1p 1/2" GLASS BITE 4B 40 : O STATE OF 4u 1 72 N -� 0 :SASH LITE FIXED LITE 9/22/2 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH, 941-380-1574 SHEET DESCRIPTION: GLAZING DETAILS DRAWN DATE: BAT 06/18/12 DWG W. REV.: CWS-812 C SETTING BLOCKS PER FBC 2411.3.3.1 SCALE: SHEET 1:1 2 OF 6 L INTERIOR WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 4 3 53 1 381313 a 4 WWW,CWS.CC —. 8100 PVC ® SINGLE HUNG 0 IMPACT 0 a Z 3 ¢Z3 0 1 Z WJ'0 4W ZW O Zt0l1z 32 FQ-wZF-3:02 Zx2<wW0 3 14 54 14 65 6663 19 4 O Oh OC=.-w 0,ZLj SECTIONB-6 0 Z;O x ZHD0 54 NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW, Z Z3uU 2 p O LL Z O RIGHT SIDE SHOWS SASH SECTION VIEW. 4� yd O w r m Zy Q Iuj - 0_K. o)U O O �. (n 0 w cn Z fqw_ CL 0 d=,>- 14 39 0 a WHO a 03w 40 ^ ^ a T4. 88 2 3 RIOR INTE ��pSPNOENs . , �J`:•No 58201 48 oV` 8 0� STATE OF ASS/ONALEa�``•` 53 �'�lynrIrolo" 14 65 10 66 _ I yyy ll- 8 32 IX-L 3 n 3 9/2212017 18 U 6 LUCAS A. TURNER, P.E. 2 4 FLPE#58201. 3 1239 JABARA AVE. 30 NORTH PORT, FL 34288 O PH. 941-380-1574 SHEET DES9UTION: SECTION VIEWS SECTION A -A DRAWN BY: DATEi BAT 06/18/12 DWG#: REV.: NOTE: ITEMS NOT SHOWN FOR CLARITY: CWS-812 C rCALF- SHEET 20, 25-26, 36-37, 44, 51-52, 55-56, 64, 67-68 1:2 3OF6 L 2 11116" 32 1 P:YFZ'd WSIp., U.2/U X .16/ 08CK mnbeal, Lily UnraraD 37 P-4638 1#8 x 2-112 PH Mod. Truss, Type A, TEK 2 Fastenel Steel 38 P3768 #8 x 0.626 Ph PH SMS Hub City Steel 39 P-4051W #8 x 1.250 Ph FH TEK, Wht. Hub City Steel 40 P-4264W #8 x 3/4 FH PH w1#6 Head, TEK, Wht. Hub City Steel 44 P3342 Seam Sealer, SM-5504 Schnee 45 P3752 Cap Plug, 1/2" Hole M&M Nylon 47 P3438 Sikeflex 552 or Purfact Glaze"H" Sika/Henkel 48 P-3352 Set. Bik., 85 Dur., 1/8" x 5/8" x 2" Lg. F, Lowe Rubber 51 P3881 ITemporary Lbl. (NFRC/DP) 52 P3613 CWS Lbl. (logo) Pro Label 53 Sash SEE SHEET2 GLASS 54 Fixed SEE SHEET GLASS 56 P-3281 Spacer Duraseal 62 P3218 Screen Frame, Horiz. Allmetal Alum 63 P3218 Screen Frame, Vert. Allmetal Alum 64 P3321 Screen Frame Comer Key Allmetal Plastic 65 1 P3581 Screen Cloth. 18 x 16 Fiberaless I Bettenue lFiberplassl 74 1 P-3541 19B X 1/2', Pan Heed, I tiL Y8stenal LINE ITEMS NOT USED: 5, 7, 11, 15-17, 21-22, 29. 31, 33-36, 41-43, 46, 4950, 55, 57-61, 69 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 3 PVC FRAME FLANGE-6031 ` 716" 9lt6"�� 3 1/tfi" REINF., IMPACT HOOK- 1112 i 9t6" 0 718" 1- v16" PVC SASH STOP -6025 314" 3/16" 13 1/16" REINF. S.B.RIS.S.R. • 1498 to 6/6" Ills" PVC SASH BTM. RAIL-6028 1 R6—.. 6' PVC SASH SIDE RAIL - 6004 112"�18" I i6 1N6" PVC SCREEN CATCH - 6013 3/ 3 15/16" 1/16" REINF. STM RAIL-1699 0.3116" b O 5/16" 6 718" IMPACT HOOK S-1577 [—2 3116' 8 i 1/16" PVC.SASH TOP RAIL-6027 1 1r2" 1 2 1I8' 1116" FIXED RAIL- 1836 9 045" PVC FIXED RAIL COVER -6063 6/8" 1. L 1116' REINF. TOP RAIL-1497 FRAME CORNER CONSTRUCTION .CORNER WELD (ALL SIDES) 1:8 3 FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 18 t va"y 5l16", 1s PVCSCREENSUPPORT - 6014 1/4-1 F- 14 7 /8" L}_ PVC GLAZING BEAD-6064 111 --j—� T-O o. SCREW SUPPORT-3113 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WVWv.CWS'.CC 8100 PVC SINGLE HUNG IMPACT Q F- Z S+ aZ3 OWO 0196 Z W W J O ~~ ZOZ K.F Z'F o u. I-w I--w 1-3g= z O zxa UrpgV=�� f!) Z F w a. d- =O pZ v'F - Zf/1.W NOJCnN W- 0 Sd X050 W - of wx�N a o x3w r SzL 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 .IABARA AVE. NORTH PORT, FL 34288 PH.'941-380-1574 BOM AND EXTRUSIONS BAT 06/18/12 JG n: REV.: CWS-812 C 'ALE SHEET 12 40F6 sw 6" MAY, (TYP.) 6" MAX' (TYP.) 4" ( 4". (TYP. 4" (TYP.) 17" MAX. O,C, (TYP.) 10 1/2" MAX. O.C. (TYP ' YP.) J Y O I 1 1 1 I I I /\ ^ 4 A 1 I 1 101/2" 1X, O.C. ANCHOR LAYOUT-lFLANGEI NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. NO ANCHORS REQUIRED IN SILL. --- SEE NOTE 2 -----INSTALLATION ANCHOR (TYP.) - �MTO PNL 19W SW 44TH AVE. OCALA,FLORIDAOR.34474 WW W.CWS.CC 8100 PVC SINGLE HUNG IMPACT G Z z aZ� I- O.ul0 wwo0 Z W J ❑ I- w Z.OZ D_�Z I- ti I-.w _Z I- 3 _ 00 0 0At;z U mt=-�0a 0 ZO- 7ZI_D0 Fa- fl�»�iO 6W a to ao W~of w=w� a a Ir a 2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS, MAX. ALLOWABLE SHIM STACK TO BE 114". 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 NOTALLOWED, Z 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE 131RAWINGS, SEE TABLE 1, SHEET 6. 9/22/2017 LUCASA. TURNER, P.E. 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. FL PE # 58201 1239JABARA AVE. 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 NORTH PORT, FL 34288 SPECIFIED IN TABLE 1, SHEET 6. PH..941.-380-1574 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: SHEET DESCRIPTION: INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE IX WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL. DRAWN BY: DATE: BAT 06/18112 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. DwG OF: REV, SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-812 C 9. SEALING AND FLASHING STRATEGIES. FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS), FMA/AAMAAVDMA 300(EXTERIOR DOORS) 1,:15 SOF6 i! TYPICAL HEAD ANCHORAGE ' SEE TABLET SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EMBEDMENT PERIMETER SEALANT SEE TABLE 1 BYINSTALLER INS OE AND OUT SEALANT BEHIND FLANGE BY INSTALLER 1/4" MAX. SHIM INSTALLATION ANCHOR SEE TABLE 1 CONTINUOUS DOUBLE 3116" BEADS OF TREMGLAZE U1600 SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND. BUCK BY INSTALLER. 1/4" MAX SHIM SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT MIN, EMBEDMEN' BYINSTALLER SEE TABLET INSIDE AND.OUT SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST. SEE TABLE i VERTICAL SECTION 6 TYPICAL SILL ANCHORAGE TABLE I: APPROVED INSTALLATION FASTENERS SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE. DIST. CONCRETE (2.0 KSI MIN.) 3/16" ITW TAPCON 1-1/2" 1.118" HOLLOW OR G - 2" NCRETE (2.85 KSI MIN.) 3/16' EL.CO ULTRACON 1" 1" GROUT -FILLED C 2XMIN. SOUTHERN PINE (G=0.55) - 3116" RW TAPCON OR ELCO ULTRACON 1 318" 7/8' 2XMIN. SOUTHERN PINE (G=0.55) 910 WOOD SCREW 1-3/8' 7/8" 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YIELD MIN). #10-16 HILTI KWIK-FLEXOR ITW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 7116' 1/8" ALUM. (6063-TS MIN.) ORY10 1/B' STEEL (33 KSI MIN.) GRADE SELF -TAPPING 1 DRILLING SCREW FULLTHREAD THRU 0.125' 7/16" MIN. EMBEDMENT WINDOWYSTEMS LJ SEE TABLE 1 SUBSTRATE BY OTHERS 1900 SW.44TH.AVE. 1/4" MAX. SHIM- SEE TABLE 1 OCALA, FLORIDA 34474 W WW.CWS.CC MIN. EDGE DIST. 8100 PVC SEE TABLE 1 SINGLE HUNG INSTALLATION ANCHOR SEE TABLE 1 IMPACT Q Z � 6Z3. OWO Z QWFC16. W J O F Z W 3oZ}}o.IX3m PERIMETER SEALANT BYINSTALLER INSIDE AND OUT O U Z �- W p O O.O--Cj E = F. 00F=-Z 0'P W lL SEALANT BEHIND o Z O j- Z I- D to O V FLANGE BY INSTALLER Z U C Z� U ~ "-2OOx >- O p z g HORIZONTAL SECTION U r Z Uj TYPICAL JAMB ANCHDRAGE W O O� N p w O w I'' V1 W 0Jto1 a cn 0 o W w=It,- a a �3a PILOREW�T �.. ..........F •N3 �� ' 58201 •�A O; STATE OF 14 O 9/22/2017 LUCAS /L TURNER, P.E. FL PE # 58201 PERIMETER SEALANT 1239 JABARA AVE. BY INSTALLER NORTH PORT, FL 34288 INSIDE AND OUT HORIZONTAL SECTION PH. 941.380-1574 6 BOX FRAME INSTALLATION SHEET DEfSCRIPTION: HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN 6Y: DATE: BAT 06/18/12 MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED DWG tt: REV.: INSIDE AND OUT, FULL PERIMETER, BY INSTALLER, CWS-812 C - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. SCALE: SHEET 1:2 6OF6