Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
19-21151
CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 21151 BUILDING PERMIT PERMIT INFORMATION TLOCATION;INFORMATION Permit Number: 21151 Address! 6354 SILVER OAKS DR Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed'Use: SINGLE FAMILY RESIDENTIAL Lot(s): : Block: Section: Square Feet: Subdivision: SILVER OAKS Est. Value: Parcel Number: 03-26-21-0120-00000-020.0 Improv. Cost: 12,980.00 -OWNER INFORMATION Date Issued: 5/02/2019 Name: SIMMONS, VER RAY& DONNA KAY Total Fees: 157.50 Address: 6354 SILVER OAKS DR Amount Paid: 157.50 ZEPHYRHILLS, FL. 33542 Date Paid: 5/02/2019 Phone: 314-365-2195 Work Desc: REPLACE 9 WINDOWS S/S CONTRACTORS APPLICATION FEES HOME PERFORMANCE ALLIANCE INC BUILDING FEE 157.50 Ins ections.Re uired FOOTER 2ND ROUGH PLUMB Misc INSULATION EILIN FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe 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, 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. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans, Specifications Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 513-750-0020 City of Zephyrhills Permit Application Fax-613-780.0021 Building Department Date Received Phone Contact for Permittingg 11-7 p - ("1 U 1 1 1 1 1 t i t 1rV� ,/ vt 1 1 1 1 1 Owner's Name ''^^l1 11 U S p /r -r 1 n Owner Phone Number Owner's Address W S i lyr av, I Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address /) ( n JOB ADDRESS yZcphy 1 NIIS a35 LOT# ,` v LJ SUBDIVISION Ivey �ARCEL ID# 01 ��I-v�r-�/-lnJwO.d2t)b 71 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CONST$.� ADD/ALT 0 SIGN Q DEMOLISH INSTALL REPAIR PROPOSED USE SFR = COMM = OTHER TYPE OF CONSTRUCTION BLOCK Q FRAME STEEL DESCRIPTION OF WORK u l ���u/v��� (S��O 1 'r ' -14�✓• BUILDING SIZE SO FOOTAGE HEIGHT 16�BUILDING VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ "(0 V AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION rk v l =GAS = ROOFING Q SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER �J ( COMPANY SIGNATURE /� REGISTERED Y/ N' FEE CUR/R�EA��/I Y/N (ice Address 1 /0 D?nA gf, � License# l Jri b 1��a!iLQ ELECTRICIAN COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREA ' Ly/N Address License# PLUMBER COMPANY SIGNATURE REGISTERED I Y/ N' FEE WiiREn Y/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREK Y/N Address License.# OTHER COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREK Y/N Address License# 1111111111111111111111111111. 111111111111111111111111111111111111111 RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster Site Work Permit for subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, - Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. —PROPERTY SURVEY required for all NEW construction. Drrectlons: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement Is required. (A/C upgrades over$7500) •' Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs If shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW NOTICE OF DEED : The undersigned understands that this permit may be subject hu^deed^restrictions" which may ba more restrictive than County regulations. The undersigned aooumaeresponm|bi|bvforcomp|ionce with any applicable deed restrictions. ��- UNLICENSED CONTRACTORS AND CONTRACTOR ��ESP��NSUBILUTUES: If the owner has hired a contractor or contractors to undertake vvmrk' they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as naqu/nad by law, both the owner and contractor may be cited for o misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County Building-Inspection Division—Licensing Section ot727-M47- 8OOB. Fudhermone, if the owner has hired o contractor orcontractors, he is advised to have the oVntnactmr(a) u|gn portions of the "contractor B|ooh^ of this application for which they will be responsible. If you, as the owner sign as the oortrmotor, that may be an indication that he in not properly licensed and is not entitled to permitting privileges in Pasco County. CONSTRUCTION LIEN LAW(Chapter 713, Florida Statutes, asammemded): If valuation nf work im $2.5O0.0Uor more, | certify that�|. the opp|icant, have been provided with e copy of the "Florida Construction Lien Law—Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer/#7aina. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver itbo the^ovvnmr^ prior tocommencement. - CONTRACTOR'S/OWNER'S AFFIDAVIT: | certify that all the information in this application is accurate and that all work will be done in compliance with all applicable |axxn regulating oonotru«tion, zoning and land development. Application is hereby made bm obtain a permit to do work and installation as indicated. | certify wor k and that oUxvmrkvviU be performed ' meet standards of all |axvm regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. | also certify that | understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify whatactions I must take hoboincompliance. If | am the AGENT FOR THE OWNER. | promise in good faith to inform the owner ofthe permitting conditions set forth in this affidavit prior tocommencing construction. | understand that separate permit may be required for electrical work, p\umbing, miQno, vveUo' pmm|o, air conditioning, goo, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit imouancm, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work iscommenced. An extension ' may be nuqumobed, in writing, from the Building Offioim/ for period not to exceed n|nety (9O) days and will demonstrate justifiable cause for the extension. |f work ceases for ninety/9O\ consecutive days,the job \m consideredabandonod. WARNING To OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT a City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: Q loy-rrG,h C-Q Date Received: � ��,j , Site: �/ J L/ �f I W2 tr ^ S yn ' Permit Type: l SJJ w�r1Gl c7 yVS Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: ❑ This comment sheet shall be t with the permit and/or plans. APRI 232019 Kalvin S it — ans Examiner Date Contractor and/or Ho eowner (Required when comments are present) D r Q r Plan Review Windows & Doors 1) ;Need, manufacturing installation specifications. 2) Must meet sections.R308 and R612 of the 2017 F.B.C. 3) If windows are to be installed inside the historical district,.they will need to be approved by the historical committee. 4) No other work shall be permitted (framing, plumbing; and mechanical) unless otherwise specified. S) This is for replacement (glass for glass).only. If you wish to change from screen or vinyl windows t Obss; then additional information is required. 6.) All windows:to wall connections shall be left visible for inspection. 7) All labeling and stickers shall.remain on windows until final inspection: 8) No work shall start without permit first. INSTR#2019068629 OR BK 9894 PG 1350 Page 1 of 1 SOH 04/24/2019 03:32 PM Rcpt:2048588 Rec:10.00 IDS:0.00 IT:0.00 Paula S. O'Neil Ph.D., Pasco County'CCerk&`omytroCCer Permit No. Parcel ID No 03�2ea1a120-00006-020D NOTICE OF COMMENCEMENT. State of Florida county of Pasco THE UNDERSIGNED hereby gives notice that improvement will be made to certain reel Property.and in accordance with Chapter 713,Florida Statutes, the following information Is provided In this Notice of Commencement 1. Description of Properly: Parcel Identification NO.SILVER OAKS PHASE ONE Pe 2e PG846:49 THE NORTH 25 FT OF LOT 19 AND SOUTH 40 FT OF LOT 20 SUEJECT Street Address: a364 SILVER OAKS DR ZEPHYRHILLS FL 33542 2. General Description of Improvement 3. Owner Information or Lessee information If the Lessee contracted for the Improvement: arNNorS NPAYAmeuKAY • e354sa NamevERoacaDR gA++++MLL-+ 0. Address CRY State Interest In Property Owner 100% Name of Fee Simple Titleholder: (If different from Owner listed above) Address City State 4. Cantra, r. Home PerformanceAlllurca Name 1780102nd Ave Suds 500 SLPetersburg FL Address city State Contredofs Telephone No.: (727)6384140 6. Surety: Name Address City State Amours of Bond: S Telephone No.: 6. lender. Name Address city State Lender's Telephone No.: 7. Persona within the State of Florida designated by the owner upon w horn notices or other docrbnents may be served as provided by Sedlon 713.13(1)(a)M,Florida Statutes: Nerve Address Gty S1ete Telephone Number of Designated Person: S. In addition to himself,the owner designates d- to receive a copy of the Lienofs Notice as provided In Section 713.13(1)(b),Florida Statutes. Telephone Number of Person or Entity Designated by Owner. 9. Expiration date of Notice of Commmencement(the a pkation date-may not be before the completion of construction and Mel payment to the contractor,but will be one year fran the date of recording unless a different date is spedfled): 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 NOTI69 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. aimof per(ury,I declare that 1 have read the forepgNpJro D encernerd and that the fads stated therein ere tnro to�thbest of my and ef. I, IDA BRIAN COTHERN %Y COMMISSION GG 214627 :w_ Siprlaturs of Owner at Lessee.or Ownefs or Lessee's Authorized o= EXPIRES:May 6,2022 00kadplredDrlPmrtrrer/Mmneger %FgF °c Bonded Th.Nolaq Public Underwriters 41gra#rfs rdwoffice The foregdng Insbunerd was admawledged before me this day cf 2Q�by EIS 6 (type of authority,e.g.,afticer,trustee,atmrney in fad)for (rune of party 09 behalf of whom instrument was emecutoo. Personally Known❑DR Produced Identifircedo, 7�Notary Signehae Type of IderdMratlon Pmd wpdataRmWnaUcaoommencement pcOM046 i OF FLORIDA, COUNTY OF PASCO ��� -�c���1�®� 'THIS 1S TO CERTIFY'THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE DOCUMENT ,` ON FILE OR OF PUBLIC RECORD IN THIS OFFICE " a ^tiu�ti WITNESS MY HANDAW OFFICIAL SEAL THIS DAY OF 2 F'AULA S, O'N IL CLERK&COMPTROLLERy , ` BY DEPUTY CLERK187 a ��� Vern Simmons 513564 POP' 27 . t IK AAS s� 13. 0 20. � s FORD I 22 FUL. ALL WORK SHALL COMPLY WITHPREVAILING CODES FLORIDA BUILDING C®®�, NATIONAL BUILDING CO®E, .�.e► AND THE CITY OF ZEPNYRHiLLS ORDINANCES x Q/r- � W31%. Last Revision Date:0918 Page 3 of 13 Cosh Sent to Measure: Monday,March 25,2019 Notes: 0ro .. Date Measured: HOi L-Apprgval.Need0d . 0 L g :....___),... wind Velocity in MPH 138:. .._.: .. ....513564 Class Desi n Pressure in.PSF, 45,8.64 ... _...__,.. tY ::. • - '► * # • Applicant Vern Simmons Frame Type Applicant Phone/Email 314-3b5-22$5 Exterior Siding Co-Applicant Donna Simmons Year Built 1994 Co-Applicant Phone/Email: Bucking Req Contract Date 3/19/2019 Color s Home 6354 Silver Oaks Dr Grids /�~ ------------------------------------. Address Zephyrhiiis,Fi 33542 Frosted County Pasco Sales Rep Tim O'Connor Non-impact Phone Number (508)221-1036 Window Shields Email Address droconnor@msn.com Door Shields Supervisor Aaron Weiand Ctist,lriit' :ttiiioineragieesiotheatiove Room Serles .: 1 ;stir `,x , os tie K ;?s a : 7 � G7- 4 . ; 3T ° . 12 13 .. 24.. .. 16 17 is 19 7° .: .. /(fir .. ._ .. Customer Signature:' - �7y». Dato:.(%` / ©�/ ./ ! Do youfiaveanHOA: Ves or No .. _ .. - .. (Pteasedrdeone) Measured 8y Do you be in a Flood Fi zone. Yes or No . t ... ose drde oaei Date Measured: (Pr � r / � �=.: -:..-:.....:- .- Last Revision Date:0918 Page 1 of 13 2/18/2012 Florida Building Code Online tv BCIS Home Log In User Registration ( Hot Topics Submit Surcharge j Stats&Facts ( Publications Contact Us �• BCIS Site Map' Links ( •Search �! P I Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail 1 • FL# FL4091-R8 U Ils Application Type Revision Code Version 2017 Application Status Approved Comments Archived f; Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext 291 ,ALL t�,OR{�jlathrop@cws.cc Nq/CODjV O�Dq 8t�MPLY VVI� Authorized Signature Kevin Pine kpine@cws.cc AND THE ELEC+7.,RIO "VG C®® REVAIL# Qn®IN,gN�� CIF�EPo oe E' Technical Representative ]ay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala,FL 34474 (352) 368-6922 Ext291 jlathrop@cws.cc I 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 Lucas A.Turner Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE (!° Validation Checklist-Hardcopy Received Certificate of Independence FL4091 R8 COI EvalReporl:154F.pdf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-05 2005 AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 PA TAS 202 1994 Equivalence of Product Standards Certified By . https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquz931%2b4g5faHJ3x%2fpCz8Ew7OMgLld528M`/`3d 1/3 2/18/2019, Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/26/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/0842017 Date Approved 12/12/2017 Summary of Products FL# Model, Number or Name Description 4091.1 SH-8100 8100 Vinyl Flange/Fin Frame Single Hung Limits of Use Installation Instructions Approved for use in HVHZ: No FL4091 R8 II CWS-154F.pd 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 Evaluation Reports Other:SH-8100,Max,size 53.125"x 76".Glass complies with FL4091 RS AE EvalRepar_t154F.pAf ASTM E1300-04. Created by Independent Third Party:Yes 1 4091.2 SH-8100 SH-8100 Vinyl Single Hung,Non-Impact. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL4091 R8 11 CWS-485Cpff 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 Vinyl Single Hung,OX,Max.size 52"x 71", FL4091 R8 AE Eva]Repg_rL48_5C pAf 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.pdf 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 613/4", FL4091 R8 AE EvalReport442C. df 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.pd 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 74 1/8"x 72",see FL4091 R8 AE EvalRep_Q_rl;4_92C.pdf chart on installation dwgs.for DR Glass complies with ASTM Created by Independent Third Party:Yes E1300-04. 4091.5 SH-8100 Oriel 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,pd 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 FL4091 R8 AE EvalReport293D.pd with ASTM E1300-04. Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility,Statement Refund Statement Under Florida law,email addresses are public records.if you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395,*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public,To determine If you are a licensee under Chapter 455,F.S.,please click here. https://www.floridabuilding.org/pr/pr_app_.Otl.aspx?param=wGEVXQwtDquz931%2b4g5faHJ3x*/`2fpCz8Ew7OMqLld528M%3d 2/3 GENERAL NOTES: SINGLE HUNG ORIEL - NON-IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED QMEMSM TO COMPLY WITH THE FLORIDA BUILDING CODE(FSC),CURRENT EDITION, 1900 SW 44TH AVE. OCALA,FLORIDA 34474 2.GLAZING OPTIONS:(SEE SHEET 2) VVWW'CWS.CC 1/4" MAX53 OVERALL 3.CONFIGURATIONS:'O/X,. FLANGE WIDTH 4.DESIGN PRESSURE RATING(SEE SHEET 3): 8100 PVC 52'MAX UNIT WIDTH -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND SINGLE HUNG _47 13116"GLASS DLO GLASS TABLES ASTM E-1300-04e01/O9. NON-IMPACT -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER A INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04EO1/09. z P awo Oujood 5.ANCHORAGE:THE 331131 STRESS INCREASE HAS NOT BEEN USED z W�a <tzzw IN THE DESIGN OF THIS PRODUCT.SEE SHEET 7 FOR ANCHOR w z0z I I 3:>.0§ 0 w E DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD 9 :z LL ).-wZ�-.3;2 2— ANCHOR CALCULATIONS. z z m 2<Of Uj 0 0 0 0 ri)�- 0- 971/4• B B 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE 0 z— SO z Z P�_=)co a.0) MAX SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. O(ZDC=l --So— OVERALL -)O)ZO 0 P—LL2C) LLZ FLANGE 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT < ow—:CO— HEIGHT 0 1 2 f_ �-— USED AT FIXED MEETING RAIL AND JAMB. RR too——Co 611/16" 0 H3:9:4 GLASS w 0 Owow LL 8.SERIES/MODEL DESIGNATION SH-8100. w 0 Ir z 96" DLO —ya. 0:0 cc MAX. a. 0 WP UNIT 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: x w w O ELMM m w HEIGHT X=OPERABLE SASH,0=FIXED SASH EL �- EL Ix 3 j Il 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR ON%. ."Stilsh"'f TREVV N, LOCATION. ..*,Lo B ly 11.EXTERNAL WEEP SLOT=1/2"x 2-1/2"LOCATED 4"FROM BOTH ENDS. z-: No 58201 7 �Fl 30 3/16' C x GLASS" Lucas Turner MAX 7 GLIAS ..... SASH HEIGHT D DLO 2017-09-16 .... 1 7 07:30+20:00 C rA� C - A KZ-77 9/07/2017 45 3/16" LUCAS A.TURNER,P.E. GLASS DLO FL PE#58201 48 lir 1239 JABARA AVE. MAX SASH WIDTH. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS -GENERAL NOTES&ELEVATIONS.....1 DRAWN BY. DATE- GLAZING DETAIL.................................2 CONFIG. MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING AAJ 07/08/08 COMPARATIVE ANALYSIS..................3 DWG REV.: SECTION VIEWS&ALT.FRAME........4 SEE COMPARATIVE ANALYSIS EXTRUSIONS&B.O.M........................5 ORIEL 52"x 96" NONE CWS-293 D ANCHOR SCHEDULE&NOTES 6 CHART, SHEET 3- SCALE; INSTALLATION DETAILS....................7 SHEET 1:20 1 OF WIPIDOW E M S'& 1900 SW 44TH AVE. OCALA,FLORIDA 34474 www.CwS.CC 8100 PVC SINGLE HUNG NON-IMPACT z Z-11 - �: <zo P owo ujo z uj�o �:Zuj w zoz --I- 0 Rw§�.OX3:E U. Qw ZI-�:my 7/8"OVERALL OVERALL 718"OVERALL 7/8'OVERALL Z z=2<wwoo 0 0 1--O'j<=r_ 1/8"ANNEALED F-118"TEMPERED 3116"ANNEALED 3116'TEMPERED 0 z O z P fj)—Z I.-:)U) z o(D:) --=)Q- 5/8"AIRSPACE —5/8'AIRSPACE 1/2"AIRSPACE 1/2*AIRSPACE < —zacozo 0 i--LL2o LLZ flowp=0- 1/8'ANNEALED 1/8'TEMPERED 3/16"ANNEALED 3/16"TEMPERED it L)t Z'd fFl 4 'j 0 0 NE LLCO Wollivilli EX 552 OR SIKAFLEX 552 OR IKAFLEX 552 OR SIKAFLEX 552 OR R R" GLAZE'H" PURFECT GLAZ 4 z 7 E'H' P.URFECT GLAZE*H* PURFECT GLAZE"If a. - omr —1. 0 Q.=It 0 W of V w t D_ CL 1/2"GLASS BITE 1/2"GLASS 112"GLASS BITE S BITE IA II FG e 0% .40 Z % GLASS TYPE A GLASS TYPE B GLASS TYPE C GLASS TYPED ........... w. i_Tll ll� 'ONAl- 9/07/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GLAZING DETAILS DRAWN BY. DATE AAJ 07/08/08 DWG#: Ri5v_. CWS-293 D SHEET 20F7 Design Pressures(PSF)for Fin or Flange Oriel Configuration with Sash Glass Type A,B,C,or D,$Fixed Glass Type as Indicated in Chart Unit Sash Fixed Unit Widths(in.) lrry Height(in.) Height(in.) Glass Type 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 52 1NINDOW SYSTEMIS A +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +601-90 +60/-90 +601-90 1900 SW 44TH AVE. 27 112 12 OCALA,FLORIDA 34474 B,C,or D +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 WWW.cws.CC 29 112 12 A +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +601-90 +60/50 B,C,or D +60 t-90 +60/-90 +601-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/'-90 8100 PVC 35 1/2 12 A +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-89.5 +60/-79.8 SINGLE HUNG B C,or D +601-90 +60/-90 +60/-90 +60/-90 +60/-90 +601-90 +60!-90 +60/-90 +601-90 +60/-90 NON-IMPACT 41 1/2 13 3/16 A +601-90 +60/-90 +60/-90 +601-90 +601-90 +60/-90 +60/-90 +60/-90 +60/-87.1 +60/-75.8 B,G,or D +60/-90 +60/-90 +60/-90 +60/-90 +60/50 +60/-90 +60/-90 +60/-90 +60/-90 +60/ $8.$ - z ¢z A +60/-90 60/-90 +60/-90 +601-90 +60/-90 +601-90 60/-90 +60/-90 +60/-K3 +601 74.9 r- w w°n a w a w 47112 15 1/16 w zoz WrzI- B,C,or D +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-81 a <rn�r o D:S m A +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-88.5 +60/-84.7 +60/-77.4 +60/-71.2 z z=2 d X w 0O p 53112 1615/16 O Ot-O ¢=F(X B,C,or D +60/-90 +60/-90 +60/-90 +601-90 +60/-90 +60/-90 +60/-90 +60/-90 +601-85.7 +60/-75.3 O U a y z o_I--r0 a A +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-84.3 +60/-80.5 +60/-76.2 +60/-70.9 +60/-65.2 a O z:D u-- -U- 591/2 187/8 z¢ F-u.20C U B,C,or D +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60!-90 +60/-90 +60/-81.4 +60/-70.9 O W-r O z A +60/-90 +60/-90 +60/-90 +60/-90 +60/-87.1 +60/-78.7 +60/-75 +60/-72.1 +60/-66.9 +60/51.2 r 01 >Z)3 O: 631/2 201/8 w �vaiwno ai B,C,or D +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-79.2 +60/-68.7 z-n n wl= aitx} 65112 20 3/4 A +60 t-90 +60!-90 +60/-90 +60 t-90 +60 t-84.4 +60 t-76.2 +60 t-73 +60 170.3 +60/-65 +59.1!59.1 0. F a W�a rn B,C,or D +60/-90 +60/-90 +60/-90 +60/-90 +601-90 +60/-90 +60/-90 +60/-90 +60/-78.3 +60/-67.7 + 67112 21 3/8 B,C,or D +60/-90 +60/-90 60/--90 ++60/$90 ++60/$90 +60/-90 +60/-90 +60/--'90 +60/-77.4 60/-66.$ A +60/-86.7 +60/-84 +60/-83.7 +60/-82.2 +60/-77 +60/-71 +60/-68 +60/-65 +59.3/-59.3 +54/-54 ;'" R` 711/2 2211116 Z-�; No 59201 ", M +60/-90 +60 t-90 +601-90 +601-90 +60/-90 +60/-90 +60/-90 +60/'-88.5 +601-76.1 +60 I-65.4 S A +60/-82.2 +60/-78.6 +60/-78.5 +60/-78 +60/-73.9 +60/-68.3 +601.65.5 +60/52.4 +56.6/-56.6 +51.8/-51.8 74 3/4 23 11/16 '-A STATE QF *: B,C,or D +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60!-90 +60/-90 +60/ 87.4 +60!-75.2 +60/-64.4 %le,wo"FC R 11yP;.°��w� $1 1/2 25 13116 A +60 t-73.8 +60/-69.3 +601-69.5 +60/-69.4 60/-67.1 +60/-62.4 +59.3 t-59.3 +56.4/-56.4 +52/-52 +47.2/-47.2 �i��s�fQk. a�4 B,C,or D +60/-83.9 +60/-83.2 +60/-83.2 +60/-83.2 +60/-83.2 +60/-83.2 +60/-83.2 +60/-83.2 +60/-73.4 +60/52.$ 86 3t4 27 1t2 A +60/-70.1 +60/-63.2 +60/-63.4 +60/-63.8 +60/-62.7 +58.1 1-58.1 +55.6/-55.6 +53.3 t-53.3 +49/-49 +44.6/.4 4.6 B,C,or D +60/-75.1 +60/-73:5. +60/-73.5 +60/-73.5 +60/-73.5 +60/-73.5 +60/-73.5 +60/-73.5 +60/-72.1 +60/-61.7 A +60/-63.3 +54.2/-54.2 +53.7/53.7 +54.1/-54.1 +54.7/-54.7 +52.7/-52.7 +50.7/-50.7 +48.6/-48.6 +44.8/-44.8 +40.9/-40.9 96 30 7/16 60/-63.3 +60/-60.6 +60/-60.1 +60/-60 +601-60 +60/-60 +60/-60 +60/-60 +60/-60 +60/-60 9/41/20I7 LUCAS A.TURNER,P.E. FL PE#56201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: COMPARATIVE ANALYSIS DRAWN BY: DATE: AAJ 07/08/08 DING#: REV.: CWS-293 D NOTE: IF SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER SIZE, SCALE: SHEET 1:1 3 OF 7 F W 1 900 SW4H A1474 5 3 0 FLORIDAF R :�:;i W 13 S.CC 74 8100 PVC 17-1 SINGLE HUNG NON-IMPACT 14 w"a IL w 3 53 1 66 3 19 4 og>�oli 53 SECTION B-B ?PL 0 NOTE:LEFT SIDESHOWS FIXED SECTION VIEW . &O zz o (1'4) RIGHT SIDE SHOWS SASH SECTION VIEW. Zc)ME 0IL 8 z w 00 z&05-W 0 co w Rw 05 a.t M O. W INTERIOR 9 'sollsoo"N"'. 5 6 No 58201 16 54 65 66 10101 st 10 6 4 6 46 2 09/07/2017 30 3 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. PORT,RT,FLL 34288 SECTION C-C PH.941-380-1574 SECTION A-A ALTERNATE FIN FRAME SHEET DESCRIPTION: IPTIONON : SECTION VIEWS DRAWN ErY: DATE: NOTE: ITEMS NOT SHOWN FOR CLARITY: AA 1 07/08/08 20,25-2 6,31,36-37.44,51-52,55-56,64,67-68 DWG4. REV.: CWS-293 D SCALE: SHEET 1:2 4 OF 7 PARTS LIST hem Part# Description Vendor Material 31/8•--{ FRAME CORNER CONSTRUCTION 0� 'L./�/G 1 H-6031 Main Fr.,SH,w/Flg.,PVC,Head Mkron Vinyl I--t 75/16° 2 H-6031 Main Fr.,SH,w/F1g.,PVC,Sill Mkron Vinyl 69 2 3/16^ WINDOW SYSTEMS 3 H-6031 Main Fr.,SH,w/Flg.,PVC,L.Jb. Mkron Vinyl 1900 SW 44TH AVE. 4 H-6031 Main Fr.,SH,w/Flg.,PVC,R.Jb. Mkron Vinyl 10 8 OCALA,FLORIDA 34474 5 H-1681 Heavy Duty,Meet.Rail,Nd.Aluminum Keymark Alum 15/8' WWW.CWS.CC 1/16" I n� 15/8" . 8 H-1497 Sash Meet.Rail,PVC Mkron Vinyl 3 9LF ILSUI V16• 1/1s" I$ 9 H-1497 Reinf.Sash Meet Rail Keymark. Alum 8100 PVC 10 H-6051 Sash Bottom Rail,PVC Mkron VinN CORNER WELD (ALL SIDES) SINGLE HUNG 11 S-1498 Reinf.S.B.R./S.S.R Keymark Alum PVC SASH BTM.RAIL PVC SASH MTG.RAIL 1:612 H-6004 Sash Side/Top/Bot Rail Mkron Vinyl H-6051 H-6027 NON-IMPACT 13 S-1498 Reinf.S.B.R./S.S.R Keymark Alum 14 S-6064 GIz Bd.,7/8',Fxd.,Horiz Mkron Vinyl PVC FRAME FIN 3 15 S-6064 Glz Bd.,7/8',Fxd.,Vert. Mkron Vinyl H-6026 Q Z � Q Z 0 H ❑WO Qw0O 16 S-6064 Glz Bd.,7/8-,Sash,Horiz Mkron Vinyl w Z O z �k Z 17 S-6064 Gtz Bd.,7/8•,Sash,Vert Mkron Vinyl ❑ Q-9}O K 9 m 18 S 6013 Scm.Adapt,wMib,PVC,Horiz Mkron Vinyl 3 1/8" -{ 1 3/16• LL I-w Z F-� 2 19 S-6014 Scm.Adapt,PVC,Vert Mkron Vinyl 1 3/a, Z=�Q of=O Oa, O OF O Q U UCOy -OaF-U)i0. 20 S 6029 Sash Stop/Filler,PVC,Vert Mkron Vinyl 2 12 FIXED MEETING RAIL ❑ Z-rn Z Z H❑U 23 H-1699 Reinforcement,SBR Keymark Alum 3 3 SCREWED TOGETHER WITH Z O O U uj ❑U- 24 P-2190 Balance BSI 1 5/8" (�� 15/16" OUTERFRAME Q 1= LL,Z 0 O LL U a !,I .�— '1l16' 1:8 Q�Ow1-FOz 25 P-3059 Sash Cam,PVC BSI Plastic 2 11/16" U > 26 P-3046 Take Out Clip BSI SS 1/76' 1/16" F- j 3 O 27 P-3783 Lock,Impact,PVC Interlock LO -wLL, Z rA w U)p w 28 P-4069 Keeper,Impact,PVC Interlock Zamac PVC SASH SIDE RAIL R H�s996R p w I=-Q. Wa.=�> 30 P-3215 Weep Coverw/Flap Gaer Plastic H-6004 w?�w rn 32 P-3429 Wstp.,0.270 x.187 back FlnSeal,Gray Ultrafab PVC FRAME FLANGE w w uj w H-6031 31/8" 34 P-3429 Wstp,0.270 x.187 back FlnSeal,Gray Ultrafab 1/. `�0���WDRE('Vt*T lP, Y 11/8• 11/8" °'.y�OENg0%i""35 P-3429 Ws .0.270 x.187 back FlnSeal.Gray Ultrafab 36 P-3429 Wstp.,0.270 x.187 back FnSeal,Gray.. Ultrafab 5116" 1/2^ 1 7/8° No 58201 'fi-A 37 P-4638 #8X2 1/2"Ph Nbdified Truss Type ATEK2 Fastenal Steel 19 FFH 0 I 38 P-3768 #8 x 0.625 Ph PH SMS Hub City Steel 7� _ 18 13 I 39 P-4051 W#8 x 1.250 Ph FH TEK,Wht Hub CitySteel T 1/ts JLL- - 'b" 1/16• 1/16" �Q;". t37ATE OF ;(VtU 40 P�264 #e x3/4 FH PH w/#6 Head,TEK,Wht. Hub City Steel PVC SCREEN SUPPORT PVC SCREEN CATCH PVC SASH STOP �y"r 'P( P••c�� 44 P-3342 Seam Sealer,SM-5504 Schnee HD MTG RAIL ��LCS'•.,O R 1...;9 ` 45 P-3752 Cap Plug,1/2"Hole Nam Nylon S-6014 S-6013 5-6029 H-1681 �'ijsfONA„V'�p`' 47 P-3438 Sikafiex552 or Purfect Glaze"H• Sika/Henkel 48 P-3352 SeL Blk.,65 Dur..1/8"x5/8•x2°Lg. F.Lowe Rubber 3f4• 2 3/16" 51 P-3881 Temporary Lbl.(NFRC/DP) 3/q.-1 52 P-3613 CWS Lbl.(logo) Pro Label �� 3/16 1/4• F- 53 Glass,Fixed(See Sheet 2) till• II�l�1I 9 1319 I 14 71 54 Glass,Sash(See Sheet 2) I� 1/16" r 1/18• 7/8 75 1 5/� 9/07/2017 62 P-3218 Screen Frame,Horiz Allmetal Alum }— 16 1/16" LUCAS A.TURNER,63 P-3218 Screen Frame,Vert Alimetal Alum REINF.SASH MTG.RAIL REINF.SBR/SSR ,P.E. FL PE#RNER RNER 64 P-3321 Screen Frame Comer Key Allmetal Plastic H-1497 S-1498 58201 PVC GLAZING BEAD 1239 JABARA AVE. 65 P-3581 Screen Cloth,18 x 16 Fiberglass Behervue Fiberglass S-6064 PVC MTG RAIL COVER NORTH PORT,FL 34288 66 P-3228 Screen Spline,.155 Dia.,Wk. Dapa Vinyl S-6077 PH.941-380-1574 67 P-3029 Screen Pull Tab Summit Alum 1/2" SHEET DESCRIPTION: 68 P-3033 Screen Spring,SS Fl.Screen SS 31167 69 H-6026 Main Fr.,SH,w/Fn.,PVC —3• BOM AND EXTRUSIONS 70 P-3113 Screw Supportfor PVC T.Plastics Nylon 7-� 70 DRAWN BY; DATE: 71 5-6077 Cover,HD Meeting Rail Mkron Vinyl I SCREW SUPPORT AAJ 07/08/08 P-3113 DWGit. REV.: LINE ITEMS NOT USED: CWS-293 D 6-7,21-22,29,31,41-43,46,49-50,55.61 NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. scALE: SHEET - 1:2 50F7 6-MAX(TYP.)— 12-MAX O.C.(TYP.) 4'MAX,(TYP.)— F a-MAX.O.C.(TYP.) 1900 SW 44TH AVE. 6-MAX(TYP.) 4"MAX MP.) OCALA,FLORIDA 34474 EE NOTE 2 wWw.CWS.Cc SEE NOTE 2 8100 PVC SINGLE HUNG MAX D.C. NON-IMPACT 12* (TYP.) MAX D.C. (TYP-) Q 3:z Owl WE 3�, CoLu Z- a 0 0 9 1-R <rq. Lu O z§ w——�_ U) �0 W ai 4-D.C.(TYP) INSTALLATION U. -LLI F-3:2 2F INSTALLATION ANCHORS(TYP.) Z z=Z<w UJ 0 0 a-O,C.(TYP) ANCHORS(TYP.) 0 0 1--0(5<=;.-a0 0 CD a-F-0)D. 0 0 z Z; —z i.-=5 0) z Z)0 < P:—,�0 0 w (MEETING RAIL) > <3:0 w—=Oz �0�,c)�::Z,6 00 �n3:92 LL U)0 Lu ry)Lu z�2, 4-D.C.(TYP) Lu 0�w F_ zl-= af 0 en 0 = R a.= � 0: I_ IL LLI 3:Lu EL NI . .... t�t ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) _4 ... .. '�Y N. 50201 Z Z vo, A �ZV3*. STATE OF OR% /ON NOTES: 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION,SILL ANCHOR SPACING SAME AS HEAD- 2.SHIM AS REQAT 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 7. 9/07/2017 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 LUCAS A.TURNER,P.E.FL PE#58201 BE PROTECTED TO PREVENT REACTION. 1239 JABARA 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 7. PH.941-380-1574 SHEET DESCRIPTION: 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETEICMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD SUCKS,IF USED,INTO SUBSTRATE-IX BUCKS ARE OPTIONAL. ANCHOR SCHEDULE AND 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: 8.WOOD OR MASONRY OPENINGS,BUCKS AND SUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. AAJ 07108/08 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 7. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. Dwo 41. REV.: 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-293 D FMAIAAMA 100(FIN WINDOWS),FMAIAAMA200(FLANGE WINDOWS), FMAIWDMA 260(BOX WINDOWS),FMA/AAMAJWDMA 300(EXTERIOR DOORS) SCALE: SHEET 1:25 60F7 MIN.EMBEDMENT TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE BY OTHERS MIN.EDGE DIST. 1/4"MAX SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE SEE TABLE 1 SEE TABLE I BY OTHERS 1900 SW 44TH AVE. SEE TABLE 1 OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS 1/4"MAX.SHIM wWw.CWS.Cc SEE TABLE 1 MIN.EDGE DIST. MIN.EMBEDMENT SEE TABLE I PERIMETER SEALANT SEE TABLE 1 8100 PVC BYINSTALLER INSTALLATION ANCHOR SINGLE HUNG INSIDE AND OUT SEE TABLE 1 MIN.EMBEDMENT SEALANT BEHIND SEE TABLE I NON-IMPACT FLANGE BY INSTALLER 1/4"MAX SHIM z �. `c z< — 0 to W 0 ci PERIMETER SEALANT 0 w < 0 BY INSTALLER z w�0 z PERIMETER ETER SEALANT w zOz w INSIDE AND OUT w 0 m 3:ffi BY INSTALLER i-Lu INSIDE AND OUT INSTALLATION ANCHOR Z Z=2<WWOO SEALANT BEHIND SEE TABLE 1 0 0 0(j<:c I,_cr INSTALLATION ANCHOR 0 z 0. FLANGE BY INSTALLER —S.—N.BEHIND 0 SEE TABLE I FIN BY INSTALLER Z Z I--M(o 0 CD .— — Zuo)Z O=)LL 0u B"\ HORIZONTAL SECTION /—C--\ HORIZONTAL SECTION > <F__3r,'2 0 0 a:0 z \,T TYPICAL JAMB ANCHORAGE 7 TYPICAL FIN ANCHORAGE m z - HEAD AND SILL SIMILAR FOR FIN INSTALLATION — a) 00 Q)�:2:f �w o C00 wu)w w E2 LL�21L w (L Z-, 0 0 LUPO m of P 1/4"MAX SHIM (L SEALANT BEHIND FLANGE BY INSTALLER . .......... ?REW !04 PERIMETER SEALANT MIN.EMBEDMENT BY INSTALLER SEE TABLE I No 582D1 % INSIDE AND OUT SUBSTRATE BY OTHERS---/ SEE TABLE 1 MIN.EDGE DIST. SEE TABLE 1 4110 VERTICAL SECTION " 1 �7 TYPICAL SILL ANCHORAGE. 'IS TABLE 1:APPROVED INSTALLATION FASTENERS 0 9/07/2017 FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E. PE FLANGE CONCRETE(2-0 KSI MIN.) 3f16"fIW TAPCON 1-112" 1-1/8" FL PERIMETER SEALANT— 1239 JA#BARA Al AVE. FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCIF MIN.) 3116-nW TAPCON le 2* BY INSTALLER NORTH PORT,FL 34288 FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO,ULTRACON 17 1. INSIDE AND OUT / D \ HORIZON PH.941-380-1574 FLANGE GROUT-FILLED CMU(ASTMI C-90) 3/16-ELCO,ULTRACON 1-1/4* 2-1/2* 7/ Box FRAME INSTALLATION SHEET DESCRIPTION: FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3116"nW TAPCON 1-3/8" 718" SIMILAR FOR SILL AND JAMBS FOR BOX INSTALLATION INSTALLATION DETAILS OR ELCO ULTRACON FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 718" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEX OR ITW FULL THREAD 7/16" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: AN 07/08/08 FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" — 1/8'ALUM.(6063-T6,MlN.)OR #10 GRADE 5 SELF-TAPPING I FULLTHREAD MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.: FLANGE 1/8-STEEL(33 KSI MIN.) DRILLING SCREW THRU O�125" 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-293 D PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE: FIN 2X MIN.SOUTHERN PINE(G=0.55) 1#10 WOOD SCREW 1 1-1/2' SHOWN FOR FLANGE WINDOWS. SHEET 1:2 70F7 Florida Building Code Online Page 1 of 3: Professional'RegolatJ00 BCIS Home:I Log In I User Registration _I Hot Topics I Submit Surcharge_i Stabs 8&Fads I Publications I FBC Staff I BCIS Site Map I Links ,Search bProduct Approva USER:Public User - Product Approval Menu>Product or Application Search>Application List>Appllcatlon betall - FL#. FL4093-R9 Application.I ype . .Revision Code Version 2017 Application Status Approved. Comments t S�K _A� Archived C7 E F�CR1D $CU�PLY OD LL �ATIp A Ul�dl� ' .ITN p�� AN®per E�ECT�1 G.C®D AlLt�jC. . . Product Manufacturer Custom Windo� 'S+1r6ry . CQDEf E, Address/Phone/Email 1900 SW 44th Aven�u AnICE�+ QFZEPNY�NI�LS 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)_M8-6922 Ext 291 " 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. Fixed.. . 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:- Lucas A:Turner the Evaluation Report Florida License. . _ -PE-58201 Quality Assurance Entity- Keystone Certifications,Inc: Quality Assurance Contract Expiration Date 07/21/2020. Validated By. Steven M. Urich,PE.. Validation Checklist Hardcopy Received. Certificate of.Independence FL4093-R9 COI EvalReo61rt2341':odf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA/101/I:S.2/A440-05' 2005 AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 PA TAS 202 1994 " Equivalence of Product Standards Certified"By . https://floridatiuilding.org/pr%pr=app_dfl.aspx?parain=wGBVXQwtpquz931%o2b4g5faCwY::. 1�29/2018 Florida Building Code Online Page 2 of 3 Sections from the Code Product Approval Method . Method 1 Option D Date Submitted' 09/27/2017 Date Validated 09/29/2017 Date Pending FBC Approval, 10/03/2017 Date Approved 12/12/2017 Su ma. of P ducts L# Model,Number or Name Description' 4093A 8300'Vinyl.Fin/Flange Picture 8300 Vinyl Fin/Flange Picture Windoww Window r - Limits Installation Instructions. Approved for•use in HVHZ:No FL4093 R9 IL CWS-339E.odf p P . A :roved"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:See detail.for sizes'and DPs.Glass complies with FL4093 R9 'AE-EvalReoort339Epdf ASTM E1300=04. _ Created.by Independent:Third Party:Yes 4093.2 PW-B100.Vinyl Fig/Fin Picture PW78100 Vinyl Fig/Fin-Picture Window. Window Limits of-Use:. Installation Instructions Approved for use in HVHZ:No FL4003 R9 II CWS-234F.odf ApproVed.for use outside HVHZF Yes Verified By:.Lucas A.Turner 58201 Impact Resistant:No Created by Independent Third Party:Yes Design_Pressure:.+40/-40 Evaluation Reports Other:See detail for sizes and:DPs.Glass complies.with FL4093 R9 AE EvalReoort234F.odf ASTM E1300-04. Created by Independent Third_Party;Yes 4093.3 PW=8150 Vinyl FIg/Fin Picture PW78150,Vinyl Fixed,Window,.Non-Impact._ Window Limits of Use Installation.Instructions. " Approved for use in HVHZ:Yes FL4093'R9-II CWS-506G.odf . 'Approved for.use outside.HVHZdYes Verified.By: Lucas A.Turner 58201 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A: aEvaluation Reports Other:See detail for'sizes and DPs.Glass'complles with FL4093•R9 AE 'EvaiReoort506C.odf, ASTM E1300-04. Created by,Independent Third.Party:Yes 4093.4 P.W-8150 Vinyl.Flg/Fin Picture PW7815a Vinyl Fixed Window;Non-Impact,Continuous Head' Window &Sill. Limits of-Use Installation Instructions Approved for use in HVHZ:,No. FL4093 R9 Il CWS-511C.odf Approved.for use outside HVHZ:Yes Verified.By: Lucas A.Turner 58201 " impact Resistant:No- Created by Independent Third-Party:Yes Design Pressure:+67:5/-67.5- Evaluation Reports. . ' Other:OO'See detail for sizes and DPs.Glass complies FL4093•R9 AE-EValReoort511C.Ddf with ASTM-E1300-04. Created by Independent Third Party:Yes 4093:5 PW-8300 Vinyl Flo/Fin Picture PW-8300,Vinyl Fixed.Window,Non-Impact. Window' Limits of'llse' Installation Instructions Approved for use in HVHZ:Yes = FL4093 R9 II CWS-507C.pdf Approved,for use outside HVHZ:Yes Verified-By; Lucas A.Turner 58201 Impact:ResistantrNo Created.by Independent Third Party:Yes Design pressure:N/A 1 Evaluat on Reports . Other:See,detail for sizes and DPs:Glass complies with FL4093 R9 AE 'Eon ASTM E1300-04. Created.by:Independent Third Party:Yes; Co . 0 ntact Us::2601-Blair Stone 4ad.lallahas a F g Phone:-850-4874824 The State of Florida is an AA(EEO employer 00.Copyright 27-2 013 State of Flo Priv rida::: acy Statement::Accessibility Statement::Refund Statement .- - Under.Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send ' - electronic mail to this entity.Instead,contact the office by phone or by.traditional mall:If,you have any questions,please contact 850.487.1395.!Pursuant to . . Section 455.275(1);Florida Statutes,effective October.l;2012,.Iicensees licensed under Chapter 455,F:S:must provide the Department.with an email address If . . they have one.The em ffi aiis provided may be used for ocial communication with the licensee.However email addresses are.public record.If you do not wish to littps://floridabuilding.brg/pr%pr app_dtl.aspx?parain=wGEVXQwtDquz931%2b4g5faCwY:... -1/29/2018 F1orida.BuRdmg Code Online Page.'3 of 3 - supply a,personal_address,please provide the Department with.an email address which can be made available to the public.To determine if you area licensee under .Chapter 455;F.S.,please click here. ..Product Approval Accepts:. Credit Cwd- Safe: .. https://floridabuilding:org/pr/pr app_dtl.aspx?param.WQE QwtIDquz931%2b4g5faCwY.:.: 1/29%2018.. . . GENERAL NOTES: PICTURE WINDOW - NON-IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION. 1900 SW 44TH AVE. OCALA,FLORIDA 34474' 85 1/4"MAX FLANGE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 3) WWW.CWS.CC 84"MAX UNIT WIDTH 3.CONFIGURATIONS:"0". ARCHITECTURAL SHAPES INCLUDE,BUT ARE 81 1/8"GLASS DLO WIDTH NOT LIMITED TO,THOSE SHOWN ON SHEET 2. 8300 PVC A 4.DESIGN PRESSURE RATING(SEE SHEET 4): PICTURE WINDOW _- -- -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND NON-IMPACT GLASS TABLES ASTM E-1300-04e01/09. -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER 971/4" INFILTRATION TEST PRESSURE AND GLASS TABLES MAX ASTM E-1300-04B01/09. F W y W 0 FLANGE Z W_j O ¢ Z W HEIGHT B B 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED Wp Z 0 Z O w3z m IN THE DESIGN OF THIS PRODUCT.SEE SHEET 8 FOR ANCHOR li H W Z ;� 2 DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD Z z=0¢< ANCHOR CALCULATIONS. O O F O z¢=OF CL U Uy_�Zal-Mn 4_ 96" O Z ZFly MAX Q 93 1/8^ 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE z O O uj O U HUNIT EIGHT GLOGLASS SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. < Q LL W p=LLO Z �Q1Q0I-I-tz I i B 7.ALL FRAMES FULLY WELDED. w K }7�O m 6 ` W LL WOWU)W O 8.SERIES/MODEL DESIGNATION PW-8300. a Z=(Lw O m e 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: of m~a w�w D O=FIXED SASH (L n- C I `,�ptmbry� ' 10 LOCATOION.ALIOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR RE ,`��d��.10 C A A E ' 8 Nc 58201 ;� *e * e*= E•oz Fa, 9S STATE OF tl/: 121 1/4"MAX.FLANGE WIDTH �1217 1/8" LASSNIT ODTH LUC85 1171/8"GLASS DLO � Turner �- 2017-08-30 491/4• 17:13+20:00 _ MAX. FLANGE HEIGHT Q 8/28/2017 45 1/8" 46^ GLASS DLO LUCAS A.TURNER,P.E. MnX FL PE#58201 UNIT 1239 JABARA AVE. HEIGHT NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: TABLE OF CONTENTS GENERAL NOTES AND GENERAL NOTES 8,ELEVATIONS.....1 - ELEVATIONS ARCHITECTURAL SHAPES.................2 DRAWN BY: DATE: GLAZING DETAILS....... .................. COMPARATIVE ANALYSIS..................4 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING ADE 02/08/09 ANALYSIS SECTION VIEWS a ALT.FRAME 84"x 96" SEE COMPARATIVE ANALYSIS NONE DWG A. BOM&EXTRUSIONS...........................6 CWS-339 E ANCHOR SCHEDULE&NOTES..........7 120"x 48" CHART, SHEET 4 NONE SCALE: SHEET' INSTALLATION DETAILS.....................8 1:33.33 1 OF 8 WINDOVd SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 wWw.CWS.CC 8300 PVC PICTURE WINDOW NON-IMPACT < z <Zs co UJ 0 6 FULL ELLIPSE(OVAL) zl-- Ell-W,ou < u, w zoz cr 0 a LL 0 0 0,3 'o FULL CIRCLE a L)Ln� TOMBSTONE >_TRAPEZOID I--u o w moou- ct pil-o- wu§z(6 ul U. Q� 0 cow a! gww 0 co I- EL 0 W T 0 CL mo F- It a a: M (L w tu IL g#j$2REIV No 58201 112 CIRCLE OCTAGON -'A STATE OF J.Ar z IV 'N,,1014At- NOTES: 1.SEE SHEET 7 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS, 2,THRU FRAME-MASONRY,WOOD OR METAL OPENING. THRU FIN-WOOD OPENING. 3.OVERALL SIZE MUST NOT EXCEED THE MAX.WIDTH AND HEIGHT OF 8/28/2017 RECTANGULAR WINDOWS ON SHEET I 4.ANCHOR SPACING FOR ARCHITECTUAL FLANGE AND FIN WINDOWS LUCAS A.TURNER,P.E. MUST FOLLOW THE LAYOUT SHOWN ON SHEET 7,WITH ANCHOR FL PE#58201 SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT, 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 L\ SHEET DESCRIPTION: 1.14 CIRCLE TRIANGLEARCHITECTURAL SHAPES DRAWN�BY _DATE: ADE 02I08/09 5WG-It REV.: CWS-339 E -§C-A-LE ___SHEET 1900 S W 44TH AVE. OCALA,FLORIDA 34474 www'cW&CC 71W OVERALL 718"OVERALL 1"OVERALL 3116.ANNEALED 3116"TEMPERED —1/4"ANNEALED 8300 PVC I12l AIRSPACE la"AIRSPACEI —112"AIRSPACE PICTURE WINDOW [--3116-ANNEALED 3/16"TEMPERED —1/4"ANNEALED NON-IMPACT PURFECT GLAZE-H- 9 PURFECT GLAZE"H` g PURFECT GLAZE"H" SKAFLEX 552 SIKAFLEX 552 SIKAFLEX 552 < z 3: <z3: cnwod < a rn 3 f Z z w-i 0 a w w z wr_z�- 5 112'GLASS BITE 5 112"GLASS BITE 6 0 IIZ'GLASS BITE 0 R EO 0 X 3:Fn w 10 10 io 4o Aa wz �--0 0_ a _0z z0— LL 1 oo <z0wzm0K w��}0- Z2 w00 ()C3WtW z Lo In 0� 2w 2 Q 0.rr Q. wo0 EL GLASS TYPE A GLASS TYPE G cr GLASS TYPE E M :c CL uj a. a. �a RMV !,0 No 58201 1"OVERALL V OVERALL I"OVERALL 3116"ANNEALED -3/16"TEMPERED IW TEMPERED .0 t0l. STATrz OF 4,w 5/8"AIRSPACE 518.AIRSPACE III"AIRSPACE 3/16"ANNEALED �J_3116"TEMPERED 114"TEMPERED off PURFECT GLAZE'H" g PURFECT GLAZE"H" g PURFECT GLAZE"H" SIKAFLEX 562 SIKAFLEX 552 SIKAFLEX 552 SIKAFLEX AFL�X 2 SIKAFLEX 5 1/2"GLASS BITE 5 1/2"GLASS BITE 5 1/2"GLASS BITE k8/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION. LASS'TYPE B GLASS TYPED rG SS TYPE=F GLAZING DETAILS DRAWN BY: DATE: ADE 02108/09 OWG A REV.: CWS-339 E SCALE: SHEET 1:1 3 OF 8 N_Z WINDOW SHORT DIMENSION,UNIT SIZE(IN.) N.n O DV7 m p�- A W N O A OD N W O O N•• mm pZ m z n D n n D n m I O O m n D n D V S C, O mOmmmN f it m n m wp 4>- o� O m OmmOmm O OmOrt Dm D WW mp tommco mmmm mmmm m �D CD rno mcDmmcom m o O � o .A o o o o o o o o o o o w Oz cn o o m o o m o o m o o m o o m o o m o o m o o m o o m o 0 o 0O Dw r0C C �m O N tmO �°oo � oV° w, o OOmOOm O O mm o� � •`O o o m• o o ooUoomOOm0000 . 00000 o . o � + m ZS o c: u�n mm p� p� �m VO(n .OIOOVOOVooV00V00v00VOOVoo P. o -4 z m 0 0 m 0 0 N O O m o O m 0 0 (f1 o O m 0 0 0 0 O m O O m O O c �mc -Dt i z 5S. mmm mmmcD�� •`r°oo ,�V°0 mmm Comm �D� � �oo ,.tOio,g' n V O (f1 �!O O V V O O V O O V m O o m o o m o O m O o m O O N O O m O O fn O O m 0 0 m 0 0 O wm m w m m m m o zm oo . o pmio m o o m o o m o o moomoo in o o moomoo mO o � O w W m O N �+O 0 0 �+ V O O V O o V O O N O V O O O 81 o O O W m O m m O A m O O m O O m O O m O O m o O m O oO m 0 0 W m z m DomAw w•cmi�I ,',� mooc°� �o o �o� boo $�i zwPtDmW V m W V w V V m O O m O O m o 0 m 00000600 - o C m Z N V.OI W cn !+ m�tD�'Y•O' Vl O O VV° o,v pp Of pOOn N OVO OO O w+O w+w wNm OAmo0Om O O mOo m O ppOV � Z ZOZm + coOO m O mp �(m +O N vV0 wm0w OOOw+O V m mm 0 0 moo moo m O o m mmon ,Lo w OO A A W w w O V� D co 1?rk OmA � tO$�yo rn-N C m m QUA(n O V DA Vn mA A mg A mf m ADW�p m O V O DV m O n co V A N fb VO + W O mN cVD om 0m tD D omomNoomoo 0mmmao mO A m A �AO m A VA Am(J V comApID (o co A aafD m m N mWm �l O N V mo 0m OO W m (n +V(nWmb O A T mOA m O O n O O)N O A W Dr O O O N N 0 0 0I O O O p 00 O NN tD 0 0 + O O O N O a0 0 OO AA W6000 wO OO �yy0p III O)l 0) �WnnmOV (n 0f � OO NNWWmOOWA O O A A 0 0 m O'1 V �j O O W W N N N m m m 0 oo y Z C ,����� �*«�,I�ri PROPRIETARY AND CONFIDENTIAL �oo m y O D v" 2 w rt p ,� 0•......:•, '9�,�6 Z w 0� D e` f -it+rr THE INFORMATION CONTAINED IN Q pp n T O w m 0 m=`�°r y z THIS DRAWING IS THE SOLE C Ja W N_n a m c\ �z�0 1 PROPERTY OF CUSTOM WINDOW fil C nA= o °z �' D# N c>A m * m x?m Q SYSTEMS,INC.ANY O n°D w1 m� o A.2 m Z c+n' oAS A v '� �"F� WHOLE WIT OUT TH_n o REPRODUCTION IN PE WRITTEN D Z y Om m m m a a m '.r4i• ,aCp` PERMISSION OF CUSTOM WINDOW n p A w m 7< �' m ',,yry��Rn�;tl��� SYSTEMS,INC IS PROHIBITED. Q W INTERIOR WINDOW SYSTEMS 1900 SW 44TH AVE. 8 8 OCALA,FLORIDA 34474 WWW.CwS.Cc 8300 PVC + 17 PICTURE WINDOW NON-IMPACT a� Ph z aw0 < 00ww z 0 z X M_ o m-}00_3m + Z Z=Z<mw00 O 0 z3m—z�0w 3 5 15 15 5 4 y LL <3:0 LL w—m0Z 0I-F-�Z 5 ❑ SECTION VIEW B-B w OO�aipwmw u'fAW 0�(AF Q 0 WI-Oa, W=�� 6 d EL X d 5 ••V WDREW _ - `,.•off,`'.��c e+ueF G�y'�. INTERIOR v No 58201 ? #� * Cat= 9QS STATE OF tom: i�i��s ti0 R 1�F.O�•••� ,5 8El 'INA,E ��•` 5 10 16 8/28/2017 LUCAS A.TURNER,P.E. 2 FL PE#58201 1239 JABARA AVE. 1 - NORTH PORT,FL 34288 PH.941-380-1574 SECTION VIEW A-A SECTION VIEW SHEET DESCRIPTION: . ALTERNATE FIN FRAME SECTION VIEWS DRAWN BY: DATE: ADE 02/08/09 DWG# REV.; ITEMS NOT SHOWN FOR CLARITY: CWS-339 E 9,11-14 SCUE: SHEET 1:1.33 5 OF 8 ITEM PART. # DESCRIPTION PARTS LIST K6006B I- Z� " , 1 11, 1141:11%Head VENDOR ti-6006B Fr,, MATERIAL 3 H-6006B I 1� , tiff Aftron PVC 4 Fr-,PW,Main,L.Jb. Mikron Pvc F R6006B p FRAME CORNER 5 W,Main,R jb. Mikron PVC CONSTRUCTION S-6064 GL-.Bd.,F)d.(7/8,,O.h I.G. Mikron Pvc '4 a 8 P-3752 CaP Plug, 1/7'Hol, Wron vv,,N,.EO,.w SYSTEMS 9 PVC 1900SW44THAVE Purtect Gaze"R"SjkaFlax 552 M&M Nylon OCALA,FLORIDA 3Z4474 0 P-3352 Set Blk,85 Dur. Henkel,Slka WwW.CWS.cC if P-3684 PW-8300 Gold C,28"X5/8"X2"Lg_ Frank I 13 "-4881 TemporaryCent Label,NFRC Tab owe Rubber bi(w,� CORNER WELD 8300 PVC 11 D WS Lbl.( (ALL SIDES) 15 GLASS (logo i 1:8 PICTURE VWNDOW E SHEET 3 NON-IMPACT -Main,PVC,Fin Screw Su Port for PVc Mikron Pvc LINE I m OLUO COUJOb S NOT USED: Plastics Rubber -'7,12TE uj LU_JQ <t:0 a 404 'X_g�w_ I'-LU Z�_.;t 0 01 .*Luo 0 0 0 1.-0 0 4 °rY 31/8- ----3 0 3118" Z < pZ cq 0cO WZZz=)0_ ' LL LL2 OO Cr(%L�:cn Q oa >-53:0,0 aLuof to 0 a UI C-0 ut a. 16 0 a- Hirw 2116" 2 jr LU 3 1/4", a. p:J 4 27/8. 1116- ttttttnrners Ot wt)mtv 1% ........... N-1110 7/8' N. 1/16" PVC FRAME FLANGE 0%- STATE OF H-600613 PVC GLAZEBEAD S-6064 PVC FRAME FIN H-6o06A 8/28/2017 3. LUCAS A.TURNER,P.E. FLPE#58201. ---- 1239 JABARA AVE NORTH PORT,FL 34�88 mmommmm" PH.941-380-1574 SHEET DESCRIPTION: SCREW SUPPORT P-3113 BOM AND EXTRUSIONS DRAWN By: DATE: 0 It REV.: CWS-339 E SHEET 6 OF8 3/21/2019. Florida Building Code Online t fit s w � i (a . ♦ a D a d " t . BCIS Home Log In User Registration Hot Topics Submit Surcharge i Stats&Facts Publications Contact Us I BCIS Site Map I Links Search Florida gt� F Product'Approval L(+� �,��, - USERr Public User tr 11�stt<erns Q�� Product.Approval Menu>Product or Application Search>Application List>Application Detail .� ._. FL# FL15780-R9 C( Application Type Revision Code Version 2017 Application Status Approved Comments Archived ALL ® RK SHALL Product Manufacturer Soft-Lite LLC CODES RK COM� Y�tl Address/Phone/Email 10250 Philipp Parkway�Q A"'O1VAL ELSC?.n�ILDI�3(; N PR6 VAILIA/O (330)28-1 36 4424};R®)AIVCes OFZE H�"101) I PLangan@soft-lite.com�,/ VD THE Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Double 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 Lyndon F.Schmidt,P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity - Farabaugh Engineering and Testing,Inc Quality Assurance Contract Expiration Date 12/31/2019 Validated By Ryan J.King,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL15780 R9 COI (d)Certificate of Independence.pdf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA101/I.S.2/A440 2008 AAMA/WDMA/CSA101/I.S.2/A440 2011 AAMA/WDMA/CSA101/I.S.2/A440 2005 ASTM E1886 2005 ASTM E1996 2006 ASTM E1996 2009 TAS 201,202,203 1994 .Equivalence of Product Standards Certified By Sections from the Code hfps://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgt3elSAInEOW6yPiCnocELknenknQR5cQUe6yvwOg51Lg%3d%3d 1/3 3/21/2019 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 11/21/2018. Date Validated 12/11/2018 Date Pending FBC Approval 12/16/2018 Date Approved 02/19/2019 Summary of Products FL# Model,Number or Name Description 15780.1 a."Imperial LS DH12"Double Hung Extruded PVC Double Hung Window-(X/X Configuration) Window Limits of Use Installation Instructions Approved for use in HVHZ:No FL15780 R9 II (a)Inst 15780.1.pdf Approved for use outside HVHZ:Yes Verified-By: Lyndon F.Schmidt,P.E.43409 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure: No Evaluation Reports Other:See INST 15780.1 for Design Pressure Ratings,any FL15780 R9 AE (a) Eval 15780.1.pdf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15780.2 b. "5400 DH54(G5405)"Double Extruded PVC Double Hung Window-(X/X Configuration) Hung Window Limits of Use Installation Instructions Approved for use in HVHZ:No FL15780 R9 II (a)Inst 15780.2.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15780.2 for Design Pressure Ratings,any FL15780 R9 AE (a)Eval 15780.2.pdf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15780.3 c."5400 DH54(G5405)"Double Extruded PVC Double Hung Window-(X/X Configuration) Hung Window Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15780 R9 II (a)Inst 15780.3.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15780.3 for Design Pressure Ratings,any FL15780 R9 AE (b)Eval 15780.3.pdf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15780.4 d."5300 DH53(G5305)"Double Extruded PVC Double Hung Window-(X/X Configuration) Hung Window Limits of Use Installation Instructions Approved for use in HVHZ:No FL15780 R9 II (a)Inst 15780.4.pd1 Approved for use outside HVHZ:Yes Verified By: Lyndon F.'Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15780.4 for Design Pressure Ratings,any FL15780 R9 AE (a) Eval 15780.4.pdf additional use limitations,installation Instructions and product Created by Independent Third Party:Yes particulars. 15780.5 e."5300 DH53(G5305)"Double Extruded PVC Double Hung Window-(X/X Configuration) Hung Window Limits of Use Installation Instructions Approved for use in HVHZ:No FL15780 R9.II (a)Inst 15780.5.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15780.5 for Design Pressure Ratings,any FL15780 R9 AE (b)Eval 15780.5.pdf. additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15780.6 f.Series"Barcelona"Model"DH30I" Extruded PVC Double Hung"Impact"Window,Missile Level"C" -(X/X Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15780 R9 II (d)Inst 15780.6.pd Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 hfps://www.flofdabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgt3elSA[nEOW6yPiCnocELknenknQR5cQUe6yvwOg5lLg%3d%3d 2/3 3/21/2019 Florida Building Code Online Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15780.6 for Design Pressure Ratings,any FL15780 R9 AE (b)Eval 15780.6.pdf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15780.7 g.Series"Barcelona"Models"DH30I" Extruded PVC Double Hung"Impact'Window, Missile Level"D" &"DH30PI" -(X/X Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15780 R9 II (c)Inst 15780.7.p ff Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST'15780.7 for Design Pressure Ratings,any FL15780 R9 AE (b)_Eval 15780.7.pdf additional use limitations,installation Instructions'and product Created by Independent Third Party:Yes particulars. 15780.8 h.Series"Barcelona"Models"DH30I" Extruded PVC Double Hung"Impact'Window,High Velocity &"DH30PI" Hurricane Zone--(X/X Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15780 R9 II (c)Inst 15780.8.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15780.8 for Design Pressure Ratings,any FL15780 R9 AE (2)Eval 15780.8,pdf additional use limitations,installation instructions and product Created by Independent Third Party:Yes partic 15780.9 I.Series"Barcelona"Models"DH30" Extruded PVC Double Hung"Non-Impact'Window-(X/X &"DH30P" Configuration) MMIC-of Use Installation Instructions Approved for use in HVHZ:No FL15780 R9 II (b)Inst 15780.9.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See.INST 15780.9 for Design Pressure Ratings,any FL15780 R9 AE (D.)Eval 15780.9.pd additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. Earl; tde�t Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copy.Llght 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click ere. Product Approval Accepts: F-R.11,11® ® lit_ MR Credit Card Safe hfps:/Iwww.floridabuilding.org/pr/pr app_Otl.aspx?param=wGEVXQwtDgt3elSAInEOW6yPiCnocELknenknQR5cQUe6yvwOg5lLg%3d%3d 313 ````���t Pwindows ..`� . _ • $ .a M . .'ez-jes; F�TSYL tYIgo l�ztal21_}! TO light. --����/�•, ..p ��``` z dm o 10250Ph8ipp'Poftay Ir 1r1►� Streetsboro,Ohio 44241 Y a ,z O.V a Xz N e L m cw tt p /� p / / /�tt SEE CHART FOR SEE CHART FOR $ 9 d 0 a ®/�111<CELOIY/54 FRAME SIZES FRAMESRES w 5 4a n n n n � EDz Model DH30 and L�H30iP >-- 8 DOUBLE HUNG WINDOW "NON-IMPACT" J � o GENERAL NOTES 1. This product has been evaluated and Is in compliance with the 6th Edition(2017)Florida Building Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone"(HVHZ). X X 2. Product anchors shall be as fated and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. Jill 3. When used in areas requiring wind bome debris protection,this product is required to be in protected with an Impact resistant covering that compes with FBC Sections & o li R3011.1:2. cn °1 Model TH30" Model"DH30P" 4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction }&IAt:-- ''fWAX,'..`_F DFSiGN.PRESSilRE - GLASS- details o is drawl require further : z 5. site conditions that deviate from the1 f this ng q, , 'i .'O - - - - :"DI'FNSiOMt: `b ETISTO - 'dl'f'E,' '':'POSQIIfE�h'f'NEGATIVE(� m m engineering analysis by a licensed engineer or registered architect. :=fir:' -:'�.�;�'<`:.-.M- "DH3W' 36.0"X 72.0" 28.125"x 32.0U" Gl +50.0 -50.0 0 TABLE OF CONTENTS z SHEEPE DESCRIPTION "DH30" 40.0".X 63.0" 32.125"li 27.125" G1 +55.0 -55.0 "Z 5 1 al elevations,design pressures and general notes oaTe 9 19 i 7 Z 2 Horizontal cross sections "DH30" 54.0"X 760' 46.25"x 34.00" G1 +35.0 -35.0 � N.T.S. 3 Vertical cross sections m 4 Buck and E_—_-__cTo_T!ng on.BY: JK 5 Components' "DH30P" 40,0"X 63.0" 32.125'x 26.625" G1 +55.0 45.0 cwc M LFS 3 6 B of materviond glazIng detail OMWEID NO n "DH30P" 54.0"X 76.0" 46.25"x 33.125" G1 +30.0 .30.0 FL-15780.9 a SHEfl' 1 - 6 R:\Olents\SoR-Ube Pemlanent\A-Rorlda Product Appovals%FL-iSI80 Double Rung\C-Drawlngs\R.-15780(2017)-RI\R-15780.9Aw0,2 O 3 is o R o • 3 Q 7 El c� W H Z n W N O W ;� W �` '�\ W W O p D o O m �5520 n A . fps^ D � D w m T Z -0 m r� ' O o � N W m •.. Aa X DL a X A N 0 T ❑ c ID 0 z. Z Al N �71 701c,fit O r '. % N0.43409 JUNE 11,2018 Sit ¢ IQ PRODUCT, Docurn..t.Pr.pand By: i .o......m It SOFT—LITE WINDOWS Lyndon E. No F Sch Idt '� .••'; h 19 y t0 PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. vl -. 1 6 11 18 DED FRAME SIZE JK ✓ CW P.O. Box 230..VatAco, FL 33395 IO1 fio v NO DATE BY HORIZONTAL Phone No.: 813.659.9197 REVISIONS CROSS SECAONS FBPE C.A. No. 9813 0 2017 R.W.BUILDING CONBULTANL9 INC. - R:\Olents\ ft-L a Pennanent\A-Florlda Product MDmh\0.-15780 Double Hun91C-Drawln9s\FL 5790(7017)-R11R-15780.9.dw9,3 1-1/4"MIN. 1-1/4"MIN. 9 EMB.(NP.) + EMB.(TYP.) m I0 m O N N m z - �o w 0 z .o w 0 wN w� o� o o zm Z � a a In I� A S T m Ip 1-1/4"MIN. o. EMB.(TYP.) •o I0 N m W ww n w a 1.96" < T 0 w fit \,_^, •. In � 7yy0 �0 q Z c N c 1-1/4"MIN. EMB.(TYP.) N v m � us v N In D 0 N N O. m,.� .,,• w frrl �n a� � o �y O ry++ w Q � N Z _ c71 1-1/4'MIN. IM G No.43409 EMB.pp.) *� JUNE 11,2018 PRODUCT: Ooaum.ms Pnpand W. SOFT—LRE WINDOWS Lyndon F. Schmidt ��a''�• �� P.E. No. 43409 IW �l/llltlllll PART OR SEMBLY: BUILOINO CONSULTANTS. INC. to x y 1 6111118 ADDED FRAME SIZE JK AS V v�P.O. Box 230. Valrleo. FL 33595 o iD V NO DATE BY VERCROSS SONS Phone No.: 813.659.9197 REVISIONS FBPE CA No. 9813 0 201 7 R.W.BUILDING CONBULTANte INC. ``off..•,,... ,,•Q% /�y4p FOR WIDTHS GREATER THAN 4(r • y CC1�1 ti'J 7. o n z } ` r a N.. 1 GoIL vpg o O x i TYP. SASH a VV W ' 4"� M a It T yl BUCK to E `o z BUCK FRAME 30 MEETING ______ ____ MEETING z RATL RAIL o MASONRY 2X BUCK F " o MASONRY OPENINGL BUCK G z m a OPENING SASH ONRY H m HEAD&JAMBS j m a a � v e BUCK ANCHORING FRAME ANCHORING g N x' W N 9 3 y O CONCRETE ANCHOR NOTES: w 1.Concrete anchor locations at the comers may be adjusted to maintain the min. d edge distance to mortarjoints. 8 Z Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to 0 maintain the min.edge distance to mortar joints,additional concrete anchors i may be required to ensure the MAX ON CENTER"dimension are not exceeded. m 3. Concrete anchor table: a;; SINIiV CGEi...... NCE; :'lV11N CLEi4'RA'NCE; ; :ANcHaass>A:NCHC�1'?%ssu MINs::<>::ss> ;>;...:,......:................: s:....,;,.,...,....,.,..........:> 8 ib MkSONRY;:•.::.,,,,TO ADJACEtYF T5'E!E.............SfZE_ .EHI$�D1N1 CJ! :.........:::.:. ^o ::::.:.:.:................:..............................:........:.......::::.:...:.:.::•.::.EOGE:::si :ti':a:;;i:;:ANCHORf:::::::: z TM 1TW ® 2" 4° oATF 9 19 17 n TAPCON smug: N.T.S. ULTRACONa 1/4" 1-i/4" amBY.. JK 3 LF8 WOOD SCREW INSTALLATION NOTES: oiuwn+c No.: rc n1.Maintain a minimum 5/8"edge distance,1"end distance,&1"o.c.spacing of FL-15780.9 �^ wood screws to prevent the spritNng of wood. sir 4 of 6 — — a R:\Clents\SoR-Uie PeananenM-ftWa Product Appowils1R-15780 Double Hung1C-Drawings\FL-ISM(2017)-Ri\FL-15M.9.dwg,S A 28T F 0 oo �`9 I�1 1.44- o _ IA1 �OAI° LI®o w c 1 0.86 r-0.-09 3° � I�❑1.83 —.4�a � 1 . CD 0.3 71; 0 1.96" 121° r 9° c 1.07- �•- i o Z- 5 _ Ca co a 0.093, ud e n . 0.84° 1.05' 1 ~ 1.91r f�-1.63" o O 0.065 r m 0.95 f 0 r `1 O N O 0.66° r I 1�� 239' m � y ro `00111111,,,,,, Om"�L JUNE 11,2018 $ $ $ PRODUCT. Document.P.P—d By: •% don F. Schmidt �i, ••• •.•• ,�� SOFT—LfTE WINDOWS Lyndon P.E. No. 43409 AL ���• ItT gnlnlu�� 'L y PART OR ASSEMBLY: �j�/BUILDING CONSULTANTS, INC. I� o c (n V 1 8 11 18 DED FRAME SIZE JK COMPONENTS ��/�/ P.O. Box 230, VGlrico, FL 33585 tD NO DATE BY Phone No.: 813.859.9197 RQFISIONS FBPE C.A. No. 9813 0 2017 R.W.BUILDING CONGULTANte INC. BILLOFMATERIALS ••• RFM M MATERU( ` •••'••• �� 'S7�• j� m A 1XBUCKSG>=0.42 WOOD �_' •�g6 cir"'i B. 2X BUCK SG>=0.42 WOOD =C)• $i�c�rL,� om C 1/4"MAX.SHIM SPACE m n D 1/4"X 2-3/4 PFH ELCO OR ITW CONCRETE SCREW STEEL .� t E 301 OR HOLLMASONRY- OW BLOCK CONFORMING PSI MIN. TO ASTMCONFORMING C OTO ACI CONCRETE i���'i'' .• ••••••�� ```` o r nut PPH SMS(1�/8 U MIN.EMBEDMENT). STEEL F #8 X 7' D G 1/4"X 2-3/4"HWH ELCO OR R1V CONCRETE SCREW STEEL E m z m°o n H 1/4"X 2-1/4"HWH ELCO OR ITW CONCRETE SCREW STEEL 9 0 o a 1 FRAME* PVC mY m a:a 2 HEAD' PVC C d 3 WEEP HOLE COVER* PVC a $_ 4 SILL ADAPTER' PVC1a . 5 TOP LIFT HANDLE' PVC 6 KEEPER RAIL' PVC 7 LOCK RAIL* PVC 8 PLAIN STILE' PVC o � 9 GLAZING BEAD* PVC z o 10 BOTTOM LIFT RAIL* PVCz 11 REINFORCEMENT(6065-T5 ALUM) ALUM. 5/S'GLASS BITE 1/2"WIDE DBLSIDED GLAZING TAPE �j o 12 REINFORCEMENT(6065-T5 ALUM) ALUM. 13 REINFORCEMENT(6065-T5 ALUM) ALUM. 7/e"THICK o 14 HEAD POCKET INSERP PVC 1/If ANNEALED OR TEMPERED GLASS =Iy o 15 SLOPED INSERT* PVC 16 SLOPED SILL' PVC n 20 LOCK �m d 21 LOCK KEEPER A 25 TILT LATCH - AIR SPACE 26 #8 X 1"PFH TEK STEEL 27 #6 X 1"PFH TEK STEEL ao g 28 WEATHERSTRIP.(187-270 TRI-FIN) cn 1/8"ANNEAIEDORTEMPEREDGLASS = 29 BULB SEAL STEEL INTERCEPT SPACER w o .30 BULB SEAL - GT GIAZING DETAIL $ 31 PIVOT BAR STEEL o 32 1#7 X 3/4"PFH TEK STEEL 33 1 BALANCER BRACKET - 'THE APPROVED WHITE RIGID PVC ET(TERIOR B RUSIONS FOR WINDOWS ARE TO BE PRODUCED BY $ EXTRUDERS LICENSEES IN'AAMA,CERTIFICATIONS PROGRAMS FOR RIGID PVC EXTRUSIONS". Q ru m, z DAh` 9 19 17 Z 8 smD N.T.S.' o am BY. JK g cwc Dn LFS 3 n FL-15780.9. 0 SHM 6 OF—6 a - State Certified General Contractor License If CGC1508826&CBC1258017 1780102nd Avenue,Suite 500,St.Petersburg,FL 33716 office:(800)472-W9•Fax(727)538-4217 (., :•... s;=`,•r�^ , ;. ��Y=' www.hpawindows.com•Email:Help@HPAwindows.com .CUSTOM REMODELING AGREEMENT. t Buyers)Names) ll Date of Co'tract S) wt.WLdAJ S I 3 Anlict buyer(s)Street Address,City,state,and Zip Code Buyer(s)Main Phone 8uyer(s)Other Phone Buyer( s) Woo*Phone Buyers)Alternate Phone Buyers)Emai t Sales Rep Sales Rep Phone Gene escriotion of Work: :`Nome,, mtance Alliance, Inc. (HPA) will furnish and install- Windows and " QQ sliding glass doors and entry doors,which are further described in the Specification Sheet attached hereto as Exhibit A"and initialed by the pat ties:;HPA;wip rerrtove:and dispose of all debris from job site.Price below includes building permits and" warranty. The above work will be completed in accordance with the terms,conditions,and specifications herein,with payment to be made in accordance with the following payment schedule:13 CASH CONTRACT 0 THIRD PARTY FINANCE CONTRACT. PROJECT PRICE:' { INITIAL DOWN PAYMENT: Q "� BALANCE DUE: ADDITIONAL DOWN PAYMENT DUE UPON DELIVERY OF MATERIALS:: BALANCE DUE UPON SUBSTANTIAL COMPLETION:*' BALANCE TO BE FINANCED BY THIRD PARTY:'"* t� *BALANCE DUE UPON INSTALLATION OF WINDOWS AND DOORS,:NOTAFTER THE FINAL INSPECTION. Customer understands and agrees there may be items to be finished after the final inspection,such as Plugs &Trim Covers. "On finance jobs,all finance terms are contained in separate paperwork between you and your finance company.HPA is neither a broker nor a lender. Additional comments:__ /T0(i[/[t:/7— !tit work will be completed in a professional,workmanlike manner meeting or exceeding standard industry practices.Any alteration or deviation From the above scope of work involving extra costs will be set forth in a change order agreement between HPA and you.Unless otherwise specified,all labor carries a one year limited workmanship warranty. 3uyees Right to Cancel:This Is a home solicitation sale,and if you do not want the goods or services,you may cancel this agreement by )roviding written notice to the seller in person,by telegram,or by mail.This notice must indicate that you do not want the goods or services rnd must be delivered or postmarked before midnight of the third business day after you sign this agreement.if you cancel this agreement, :he seller may not keep all or part of any cash down payment.Notes:Telephonic communications do not constitute valid notice of cancellation ender this contract.Saturday is a business day for the purposes of this contract. HAVE READ AND UNDERSTAND ALL PAGES OF THIS CONTRACT AND ALL DOCUMENTS REFERENCED HEREIN.I ACCEPTTHIS CONTRACT AS OF ME DATE WRITTEN ABOVE AND I HAVE BEEN ORALLY INFORMED OF MY RIGHTTO CANCEL THIS TRANSACTION. tespectfully submitted, ............... ®ite Dealer Quotation - Quote 217558T QUOTE EXPIRES j� 10250 Philipp Pkwy Phone: (330) 528 3400 30 DAYS FROM ffidoWS Streetsboro, OH 44241 Fax: (330) 528 3501 REQUESTED www.soft-lite.com Bid For Shipping Address HOME PERFORMANCE ALLIANCE INC 9843 18TH STREET NORTH 9843 18TH STREET NORTH ST PETERSBURG,FL 33716 ST PETERSBURG,FL 33716 Business:727 538 4140 Fax: 727 538 4217 Quote Name: VERN SIMMONS Customer Number PO Required Date Quoted By 707347 VERN SIMMONS / 4/3/2019 davism Line Description 10-1 4 BCN Double Hung Double Hung 35.5 x 61.5 Comment/Room: Viewed from Inside / BED 1 Sill Type=SLOPED Base Color=Soft-Lite White nl PVC Exterior Coating=Bronze 21 Full Flex Screen Bettervue Sill Expander=Y Lock Type=Standard Lock Color=Soft-Lite White Foam Fill=Spray Foam Install Note=Yes 2 Reinforced Sash=Y — Ro. Double Locks=Y Glass Package=Solar Lowe&Argon NFRC Wes Clear=Yes U.-FACTOR SHGC Lowe=Solar Control SB70 0.3 0.19 Argon Gas VT. Stainless Intercept 57 Double Strength Wrap=G Page 1 of 2 Bid Dated: 4/3/2019 3:16 PM Customer Number PO. Required Date Quoted By 707347 VERN SIMMONS 4/3/2019 davism Line Qty Desdription 20-1 1 BCN Double Hung Double Hung 24.75 x 37 Comment/Room: Viewed from Inside BATH Sill Type=SLOPED Base Color=Soft-Lite White PVC Exterior Coating=Bronze 21 r-: Full Flex Screen Betterwe cli T1 ^� Sill Expander=Y o T Lock Type=Standard m Lock Color=Soft-Lite White V Foam Fill=Spray Foam O Install Note=Yes 3 24.75" --+ Reinforced Sash=Y �— RO-25" Double Locks=Y Glass Package=Solar Lowe&Argon NFRC Values Lowe=Solar Control SB70 U-FACTOR SHGC Tempered=Yes 0.3 0.19 Standard Obscure R I Argon Gas 0.45 57 Stainless Intercept Double Strength Wrap=G Line Qty Description 30-1 1 BCN Double Hung Double Hung 51.5 x 49.25 Comment/Room: Viewed from Inside KITCHEN Sill Type=SLOPED Base Color=Soft-Lite White PVC Exterior Coating=Bronze 21 N T Full Flex Screen Bettervue Sill Expander=Y & Lock Type=Standard Lock Color=Soft-Lite White U Foam Fill=Spray Foam Install Note=Yes r 6 Reinforced Sash=Y RO-51.75" Double Locks=Y Glass Package=Solar Lowe&Argon FRC va u Clear=Yes U-FACTOR SHGC Lowe=Solar Control SB70 0.3 0.19 Tempered=Yes VT CR Argon Gas 4� Stainless Intercept Double Strength Wrap=G Page 2 of 2 Bid Dated: 4/3/2019 3:16 PM Quotation custom WINDOW SYSTEMS By:Matt Davis Quote#: 1788270/1 1900 S.W.44th Avenue.Ocala,FL 34474 Ph:352-36"922 Fax..352-368-2928 IROME PERFORMANCE ALLIANCE,INC Cost PO#:VERN SI1vIMONS Bill o SHIP TO Route:StPet- 1780102nd Ave.N. 984318th St.N. Job Name:VERN SIIVIMONS ST PETERSBURG,FL 33716 ST PETERSBURG,FL 33716 Ph:727 538-4140 Fax:727 538-4212 Ph:727 538-4140 Fax 727 538-4212 Version 1 Cust No.11014450 P3368 Item No.1 Qty:1 Model:8100-SH TOMBSTONE Color. BRONZ HITS U Desc:8100 PVC TOMBSTONE SINGLE HUNG P:+60/-65 Brz Paint,"'DO NOT 'n OPEN FLANGE ACCESSORY GROOVE",[FLA GE], ONZEIMITE FRAME Dimes LOW E 366,Insulated,"High Design Pressure Fixe ail' �/ 5/ '4-'�_�r LIMIT H TRAVEL,Oriel,60-40,SCREEN DLO: 1 753/4 TIP:51 x 3/4 x 77 �c AAM Std.Go Labeling SCREEN:NONE FP #4091.5, 38-1008,[With Sill Holes] Clr. prig. ETS EGRESS, Lipp - 810MH'Tj0M13ST0NE-NFRG Rating: ,0„ . Item No.2 Qty:1 r_ Model:8100-SH TOMBSTONE Color. BRONZ H Desc:8100 PVC TOMBSTONE SINGLE HUNG D 601-6 Ext Brz Paint,""DO NOT OPEN FLANGE ACCESSORY GROOVE-,[FLA ONZEMMITE FRAME Dimensions LOW E 3 nsulated,'High Design Pressure Fixed Rail* tF -40,>befingWi EN DLO: 114 x 671/1 �; id.G TIP 381/2 x 88 3/4SCREEN:NONE091.500h Sill Holes] ,� iSYT e C,A ycG.`k ,,,0 Item No.3 Qty:1 Model:8300-HC Color: BRONZE/WHITE Desc:PVC HALF ROUND PICTURE WINDOW P:+40/ Brz Paint,*"DO NOT Dimensions P OPEN FLANGE ACCESSORY GROOVE`",[FLANGE],BRONZEIMITE FRAME / LOW E nsulated "✓�Std.G o Labeling DLO:30 x 15 RO:301/2x15112 - �1 � yfj TFP #4093.1, 38-1012 TIP:31114 x 10114 red Ur' 00 , 4/3/19 3:06:53PM Page 1 of 2