The URL can be used to link to this page

Home My WebLink About19-21363 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 21363 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 21363 Address: 37413 PICKETTS MILLS AVE Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: SILVER OAKS VILLAGE Est.Value: Parcel Number: 03-26-21-0200-00000-0530 Improv. Cost: 20,000.00 OWNER INFORMATION Date Issued: 6/11/2019 Name: MAGUIRE, COLLEEN Total Fees: 210.00 Address: 37413 PICKETTS MILL AVE Amount Paid: 210.00 ZEPHYRHILLS, FL 33542 Date Paid: 6/11/2019 Phone: (570)856-3934 Work Desc: REPLACE 5 WINDOWS S/S CONTRACTORS APPLICATION FEES HOME PERFORMANCE ALLIANCE INC BUILDING FEE 210.00 � I Ins ections Required FOOTER 2ND ROUGH PLUMB MI C INSULATION EILI 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 SIG TURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax-013-780-0021 Building Department Date Received Phone Contact for Permittin — 111111II /� 1 ^ 11111 Owner's Name Co L.LG. A t�2 Owner Phone Number Owners Address 3Jy 1LL Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address ll 1, V� �•p JOB ADDRESS 3�Y13 ICIr4-GTI�S .1 tl LL 6Vi. LOT# SUBDIVISION 91bh1S&%11!qftJPARCEL ID# E> " "0240•®COC • b O (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CONSTR B ADD/ALT 0 SIGN Q DEMOLISH INSTALL REPAIR PROPOSED USE = SFR Q COMM = OTHER TYPE OF CONSTRUCTION = BLOCK n �y� FRAME ,`'� �n'S'TEEL dQ /'�� DESCRIPTION OF WORK RC(/r10k �eGrl�c��i W 1NDuWS ✓J 2,G ITJn, &ZG BUILDING SIZE SO FOOTAGE HEIGHT =BUILDING $ VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING 0 SPECIALTY = OTHER v FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY SIGNATURE REGISTERED Y/ N- FEE CURREn Ly/N Address License# ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/N FEE CURREn Address License# PLUMBER COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREn Y/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREn Address DLicense.# p� OTHER w' t COMPANY f ftal&tfi� SIGNATURE 1 Y/ N FEE CURREEn I Y/N Address License# CA"tSO Z0 IIIIIIIIIIIIIIIIIIIIIIIIIII1. tlllllllllllllllllllltlllllllllllllllll 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 dumpsteF;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/Sift 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. Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement Is required. (AIC 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 RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a 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 at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. CONSTRUCTION LIEN LAW(Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. 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 it to the"owner" prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what.actions I must take to be in compliance. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, 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 issuance, or if work authorized by the permit is suspended or abandoned for a period of six(6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. if work ceases for ninety(90)consecutive days,the job is considered abandoned. 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 WCOMMENCEMENT. FLORIDA JURAT(F.S. 117.03) OWNER OR AGENT CONTRACTOR ____'�-74-) Subscribed and sworn to(or affirmed)before me this Subscribed and swor o(or Irme efore me this by by 1 LaipffiegC Who is/are personally known to me or has/have produced Who is/are oersonWW =Qwn to me or has/have produced as identification. as identification. Notary Public Notary Public Commission No. Commission No. 4 2A14 14 Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped Z00%. Notary'Public State of Florida Frank Thompson My Commission GG 244192 Expires07/31/2022 WqMLIMWW MapeDuo➢ t 1 4D �b'NYrlal�tf7'N��Z- -FWMgs PAWN •w Pad W 0 Um!xm N•L—Qd • Pam. �oy�uni0m'oas�a�arp400e�6�g ' _ rf ' / 00SYdd0AJNf107 " - 1u9W1.IM4aW�OP.1.1��1DgY1�LP� Fp9P..��11i�W�A[e'�N!G�P �1 ', . ' 'L13PB�p3Xf da 3�lL0N lYlOA JNtOaD�Y l40>RiOM 0lQ�AM1003tl0339 A34i401LV NV!!O MflOA F4111{M1 - 3B1 18[01'�d9JVNH 14MtB0 30�T43Lp1J�tl fV�•4 a UL eLNDEMM IM SHL ONIA d W �J tiYJ ONV •83ilLL VGRfD7d Ci 6L1.40wou I 1Wd'¢&LM3LdVFi�.BMW SLNM&Vd L3dMkK OMSMS=3bV IN313DIEMN"30 371M W•d01IOILV kDG ML HW"lS MW 3HL A9 3"GINMVd MV ZGMW GL DCNbVA ' :(v4•�•aw.+.mb.+•n��+�pa�vowwos,.�c.�ova�s�a:iova�mo a0•i PwuFit P!A 1 1?uopgdwoo aig 9•!l I-A-"mp�•9U P 5411p 9 '6 _ - i- - � _ ..JaueDA4Pq!u�0��o` 3cr+4uawa±ugd�+1� _ •.:Py��7ox�>Qt;scc�a.s�a!p;om o�go�*gown AgP Idro.o�.o.,w - �s A� RV PQPPwd•w Pam•.�0 Aeoi qi-uj op-p A-p-u-*wdn siyio'w0 Rq PWu*!P P OARS 00 w4WR KK•Lvd '[ - "ot4•+�IdaAl4aPo1 - Q79 - - - 94V U@FM 0 am 668 / _ Julm opts' 9 -VN—Idpl-vm-*m MUMN _.._.. -a. ,�P'�WpILMdWS'••dP�+rl1 -� sjjj4jAgdsz anN3nV IIIW SIJ-gNDld WFL£ _. . . '.,".•.-....... .-'N33I1003211f1JVW'"' - - aMOm4p14q.Auoo.aw aam, Mamrggwumipqmio "'B _ . ... eare,o)eZIB Woop to pug moptgm omq.ws P .a lam' ZbS££Id'9-mHHAHd3Z 3nN3AV IIIW ellamOid wra:' M10°Jd NIPS a0£S 101 LM SJd St 9d 2NO I S O 3 .°H P-d"�'djD`°�O .1 pY:*•=P •N►wPd q a�•ms�•0 *mid'��t • a pw�u•dmd tw w WIT w• dw io0• R�•!w Q3lRJi8190Nf13H1 lAHOB9/i311WW d0 3dIM - oeso-00000-0ozo-LZ-z-£o Aaj)0,Qdut0D 2,9 J-JaJJ h UnoD oasnd `¢•yd�iaM o 'S vjnvd 00'0:11 00'0=S0 00'0L:osN 996990Z:ldob WV 60:60 6WZ/0Z/90 L jo L 96ed BOB� Jd 8066>18 210 908VB06I OZ M:USNI - COUNTY OF PASCO )liga�. STATE OF FLORIDA, NGiSA !�'�\, THIS IS TO CERTIC CQPY OF O EEDOCUMEN E TRUE AND CORR I TNIS:OF.F1C � " U UBL ;PlCPE ORp "IS �ti. `ON FILE Of F. �' ICIAL�EA2 MY HAND A D =r , t1TNESS1 F Fn y,tr„sc DAY 0 `... , ?A.LfLR S•O' lL=CLERK&C MpTROLLER �f DEPUTY CLERK BY OF f' S13828 Colleen Maguire 2 F 3 1.3 .!q. �S 21 16 BAS 1�] FrMO41 52 ((V. 1� FOP IV 42 Last Revision Date:0918 Page 3 of 6 PRODUCT.APPROVALSUBMITTAL SHEET A Iloatlon/Permit#: Building Address: 6 ' owner; I Contractor: is Openings. Sllding Glass Doors,Exterior Swing Doors, Overhead Doom, Flxea Olass, Windows, Mullions, Skylight's **Pressure Product Approval Product Model#or Glees Attachment Approval Expiratl, *Qty Manufacturer Category, Number/So #, Name Serlee a/Slae Method Ent it Date Is zma UN 79 wy-OW !S79D-9 12 0 ' Service Finance i 6 AOA sent to Measure: Tuesday,April23,2019 Notes: 19ssoly Date Measured: ' 0. Class/Design Pressure to PSF 45(8.64) Wind Velocity In MPH 138 S13828 Home PerformonceAllionce Applicant Colleen Maguire Frame Type Gp�- Applicant Phone/Email (570)856-3934 :calleenmOnn.ii.usf.edu Exterior Siding r Co-Applicant Year Built 2003 Co-Applicant Phone/Email i Bucking Req Contract Date 4/11/2019 Color i L� Home 37413 Picketts Mill Ave Grids .� ---------- Address Zephyrhills,FL 33542 — ------- Frosted County Pasco' Impact Sales Rep Alex Reviczky Non-impact Phone Number (407)924-3460 Window Shields Email Address atexreviczky@yahoo.com Door Shields Supervisor Aaron Weiand CuSt`Init ..X Ciistom`er=agrees Eo the above' Nr Room W H Style Series OBS Temo Screens Grids Notes 3 17 5/.?-r _A /Z fv.-I::; Y rs Iry S.°v7 !> v /v / ' 7 e ' 9 So 11 - u . 13 14 ss i6 17 . 16 19 m t Yl(jlpj f Do you have an HO Yes or No Customer Signature; / Date: / / 9 (Fleasedrdeme) Measured By: / .rZ/✓"''- "-- Do you live in a Flood zone; Yes or No. Date Measured: J / (Hieasedrdeone) last Revision Date:0918 Page 1 of 6 Colleen Maguire $13828 OBS Temp Screens Grids Notes 22 u 23 24 2s 26 27 28 Caulk.... Trim.... • Ta cons.... Foam O01 � G G i I Last Revision Date:0918 Page 2 of 6 5/14/2019 Florida Building Code Online i g C Q BCIS Home Log In E User Registration ( Hot Topics Submit Surcharge Stats&Facts Publications ( Contact Us 1, BCIS Site Map Links 1 Search 1• Florida as Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL15780-R9 9^d Application Type Revision Code Version 2017 Application Status Approved_ Comments Archived s...i ALL WORK SHALL COIVIPLy Product Manufacturer Soft-Cite LLC CODES FLOR�pA BUiLDIiV WITH PREVAILING NATIONAL ELECTRIC CODE, CODE, Address/Phone/Email Philipp P 0 THE C,0'p�+ (330)528-113s0 DIN OF�EPH�RHILLS . PLangan@soft-lite.com �CE Authorized Signature Vivian Wright rickw@rwbldgconsultants:c Technical Representative ot L' Id Address/Phone/Email FC= ILI 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 1 .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. ti 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 https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgt3elSAInEOW6yPiCnocELknenknQR5cQUe6yvwOg5lLg%3d%3d 1/3 5/14/20,19 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 Summa 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 LL15780 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: N/A 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. 95400 DH54(G5405)"Double Extruded PVC Double Hung Window-(X/X Configuration) Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS780 R9 II (a)Inst 55780.2.pdf, Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant: No I Created by Independent Third Party: Yes Design Pressure:,N%A Evaluation Reports Other:See INST 15780.2 for Design Pressure Ratings,any FLIS780 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 1.5780.3 for Design Pressure Ratings,any FLIS780 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 FLIS780 R9 II (a)Inst 15780.4.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 15780.4 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.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E. 43409 https:%/www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt3elSAinEOW6yPiCnocELknenknQR5cQUe6yvwDg5lLg%3d%3d 2/3 5/14/2Q19 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.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 15780.7 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 (b) Eval 15780.8.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. r 157$9� i.a es"Barcelona"Models.t"�D—H30" Extruded PVC Double Hung"Non-Impact".Window-(X/X 6H30P""`' 1 Configuration) Limits of Use i^' 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-;Piesi!stant:.No -I 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 (b) Eval 15780.9.pdf additional use limitations, installation instructions"and product Created by Independent Third Party:Yes particulars. . Back Next I 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 tatement::Accessibility Statement::Refund Statement " Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal.address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Rhack M Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt3elSAInEOW6yPiCnocELknenknQR5cQUe6yvwOg5lLg%3d%3d 3/3 oft-Lite 111 lows N:J 2 '65"i- . -2:2 o Bringing quality to light. o�o 10250PhilippParkway fl rlttt� 0 c"ry ,a Streetsboro,Ohio 44241 co m v o xzq _ N tom' Sm�w SEE CHART FOR SEE CHART FOR n Ng got tt a 8�4RCELON�4tt �- FRAME SIZES FRAMESIZES w Model "DH30" and "DH30P" ' E oz I� -- o v DOUBLE HUNG WINDOW/ "NON-IMPACT' 0 H OW o �cr GENERAL NOTESFZ 0 1. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida w �// %// a a Building Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone"(HVHZ). 3 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment e to base material shall be beyond wall dressing or stucco. 3. When used in areas requbing wind bome debris protection,this product Is required to be z. aprotected with an impact resistant covering that complies with FBC Sections 1609.1.2& U�11 N o Riot 2.1.2. Model"DH30" Model"DH30P" 4. For 2,stud framing construction,anchoring of these,units shall be the same as that shown for 2x buck mcisonry construction. _..... .MAXI _ ..r-:•_:_.-=�;:'2;:f:`.-;;`_.:-.>r': -aY_:..:M/U(ia.:i•"i :r'.--,.:':. 'DESIGN PRESSORE;(PSff= o 5. Site conditions that deviate from the details of this drawing require further a TYRE engineering analysis by a licensed engineer or registered architect. a:..-._,..__ "_."DIMENSION, ,DIMENSION `POSRIYE .;NEGATNE:. 7 "DH30" 36.0"X 720 28.125'x 32.00" G1 +50.0 -50.0 TABLE OF CONTENTS SHEET# DESCRIPTION "DH30" 40.0"X 63.0" 32.125"x 27.125" G1 +55.0 -55.0 'z .13 I Typical elevations,design pressures and general notes _ zo 2 Hodzontal cross sections a+� 9/19 17 3 Vertical cross sections "D=' 54.0"X 76.0" 46.25"x'34.0(r GI +35.0 -35.0 scut N.T.S: m g4 Buck and frame anchoring m+e• JK 5 Components "DH30P" 40.0"X 63.0" 32.125"x 26.625" G1 +55.0 -55.0 ftSHEEr.. @(9 3 6 BT of materials and glazing detail n "DH30P" 54.0"X 76.0" 46.25"x 33.125" G1 +30.0 -30.0 G R:\Clents\Soft-URe Permanent\A-Florida Product Approvals\FL-15780 Double Hung\C-Drawings\FL-15780(2017)-RI\FL-15780.9.dwg,2 - O2 a0F O T�O 3 N� m.-.O 09ID N ID.. QO 7 O �cO vZ W W INN NI—+I _ 0 O oZ a m a oA Wa o ' O N N � Z n W .OD y n prn N N rn T�1 A 0 = n 5 A a ) W ? � El 00 N m R Z u Oo rn m m Ln 0 a D �3 22 IA IA N W m y €o 17 ca o A ❑ FR y ❑ o �U1U1 n n C CIO .. . O c1 tl OD m O V I� m � O I� cm ��V.••VOplj'ge'y'�J'��i� . No.43409 JUNE 11,2018 PRODUCT: Document. Proparod By: I�. ndon F. Schmidt �i;�`��' �OR1D1`.••' �� SOFT—CITE WINDOWS Ly ;t tD P.E. No. 43409 IN �d /7� ////lllllllll V•• y PART OR ASSEMBLY: ..K BUILDING CONSULTANTS, INC. ' Io x !n 1 6 11 18 ADDED FRAME SIZE JK t/lJ P.O. Box 230, VDlrieo, FL 33595 O1 to v NO DATE BY HORIZONTAL Phone No.: 813.659.9197 REVISIONS CROSS SECTIONS FBPE G.A. No. 9813 ®2017 R.W.BUILDING CONSULTANtS INC.' R:\Oients\Soft-Ule Permanent\A-Florida Product ApprOvals\FL-15780 Double Hung\C-Drawings\FL-15780(2017)-RI\FL-15780.9.dwg,3 1-114'MIN. 1-114'MIN. EMB.(TYP.) EMB.(TYP,) _ !J m n � N wN Wr A � � t O > 0.0 CCU O22 y ,� Z ttt is {O 0 m W 1-114'MIN. a EMB.(TYP.) .a No .o is a D m wa v ( ww n 0� W oa o10 o con a to -0H to ` N V w w z a Q . o N iA . 1-114"MfN. EMB.(TYP,) G1 N m m ty ❑ N P W Ch c 0 O t� O ❑ N ® 3 M , V7 N - CDA' V mow.. O V ``ttttllpNJl//� 1-114°MIN. is ��`* VBF�r rrr' EMB.(TYP.) ��* No, JUNE 11,2018' PRODUCT: Documents Prepared By: A� tW SOFT—CITE WINDOWS L don P..E NoF434hmidt rrrrr S09 sjQ�A�. INC. � '� � PART OR ASSEMBLY: GF BUILDING CONSUt.TAKiS, INC. Io Ei c- in�I' 1 6 11 18 DDED FRAME SIZE JK CW P.O. Box 230.Valrfco, FL 33S95 O0 `t NO DATE BY CROSS SECTIONS PhonO No.: 613.BSB.9197 REVISIONS FBPE G.A. No. 981.3 0 20 17 R.W.BUH-VING 0-ULTANtS iNO. o♦♦♦�``"`i� a►►►��. ,``p'�• Ln 4 FOR WIDTHS GREATER THAN 40 a o J_d n X. gyp 7 o y p 'v A. Z fig` d`m • :�• n 1 U N••Z v U p Z U D N &=g 9m2W e N i o t a TYP. SASH v W LL"� m a a BUCK `o E Z BUCK v FRAME g w (� _ o Sd �a MEETING —————— ———— MEETING RAIL ------ ---- } RAIL o 2X BUCK F o czi MASONRY o iE MASONRY `* OPENING 1XBUCK G i W OPENING DIRECTTO H Z_ J SASH MASONRY eo 5 m F HEAD&JAMBS N o d (TYP•) o . Ir j a U F' f I H 0 a DD a �m s `P 3 BUCKANCHORING FRAMEANCHORING i N z z 0 3 N N CONCRETE ANCHOR NOTES: G; 1.Concrete anchor locations at the comers maybe adjusted to maintain the min. edge distance to mortar joints. o 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to o maintain the min.edge distance to mortar joints,additional concrete anchors 3 g maybe required to ensure the"MAX.ON CENTER"dimension are not exceeded. m " 3. Concrete anchor table: 8 rl ..E.......... .1:.: - .IN::CIEARANGE; yUN7CLEARA.NCE: :A .HA ...:.....:_: .. TO.MASONRY'r': 'TO:ADJACENT m .:SIZEMUDMENT. : o ED Z °;::a: ::.:.- .,.......... A_D ..... .................................................. 0 ITW Dim 9119117® 1 4" 1.1 4" . o TAPCON j j SCAM N.T.S. € ELCO M.BY. JK m & ULTRACON® CHYL ar: LFS 3 WOOD SCREW INSTALLATION NOTES: DHAWNG ND.: I.Maintain a minimum 5/8"edge distance,1"end distance,&1"o.c.spacing of FL-15780.9 0 n wood screws to prevent the splitting of wood. N SHET 4 Or 6 o — — R:\Clients\Soft-Ute Pe=anent\A-Florida Product Approvals\FL-15780 Double Hung\C-Drawings\FL-15780(2017)-R3\FL-15780.9.dwg,S A J _ Ul 2.87'� b O 0.059" ,{o ee y A O C7 1.44" A `0 w o O i OAl" oI;� A..L 10.86' •I .I O � � w N O.OS' y r F ! n 0.093" a D I Ti, I A F�-1.83" I 1.21" 3 1.07. 1.05" Tit � a y 1J2 �{ 1.21" o (12 o T o - o 1.96" 1.21" 0.39" ' o 1.07r" wt yo p 10' m A = W ca - a r y a 0.093" y 0 V v 1.os. LL0.84' A �r-I.TT'---� 1.96 h-1.63 4.8T' o 0.06S' o W II � 0.9S' �-- o L � y o 3 00 1.96" w H G1 A tS O a y m y O �O c N 2.39"—I m a o _J_ �11111111///j Y„ 0.2T' `` V• �` ��. /AiPt!:ZZ No.43409 JUNE 11,2018- Q. PRODUCT: Documents Prepared 9Y:i� ty SOFT-CITE WINDOWS Lyndon F. Schmidt '� S�O �d I� I R \ P.E. No 43409 i`�r�1VA1.�11�� t— -1 -PART OR ASSEMBLY: a q��BUILDING CONSULTANTS, INC. C, z N 1 61711 a DDEO FRAME.SIZE 6Y COMPONENTS UV P,O, Box 230, Valrrco, FL 33595 DATEPhone No.: 813.659.9197 REVISIONS FBPE CA. No. 9813 ®20 1 7 R.W.BUILDING CONBUL—Nba IND. rtFM BILL OF MATERIALS .. * • `�O•:' �� A IX BUCK SG>=0.42 WOOD �x"uf' o Q_ZLLn B 2X BUCK SG>=0.42 WOOD Nt C 1/4"MAX.SHIM SPACE - Z o a, D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL ��••.. �p�.` F u°,n PSI MIN.CONCRETE CONFRMNG E MASONRY HOLLO W WBLOCK CONFORMING TO AOSTMIC OTO ACI CONCRETE '''��i�• � `` o n°°i r nna F #8 X 7'PPH SMS(1 3/8 •; MIN.EMBEDMENT) STEEL U No 4 G 1/4"X 2-3/4"HWH ELCO OR ITW CONCRETE SCREW STEEL o o E z m o 0 H 1/4"X 2-1/4"HWH ELCO OR ITW CONCRETE SCREW STEEL ` °a S `o a 1 FRAME' PVC n �'t mm a Q. 2 HEAD* PVC z` 3 WEEP HOLE COVER' PVC E o o dui. 4 SILL ADAPTER' PVC 5 TOP LIFT HANDLE' PVC 6 KEEPER RAIL" PVC 7 LOCK RAIL* PVC y -� 8 PLAIN STILE' PVC o � 9 GLAZING BEAD' PVC 10 BOTTOM LIFT.RAIL" PVC 11 REINFORCEMENT(6065-T5 ALUM) ALUM. 5/8"GLASS BITE 1/2'WIDE DBL SIDED GLAZING TAPE m o 12 REINFORCEMENT(6065-T5 ALUM) ALUM. 13 REINFORCEMENT(6065-T5 ALUM) ALUM. 7/8"THICK `2 a,o 14 HEAD POCKET INSERT* PVC 1/8"ANNEALED OR TEMPERED GLASS of o mQ 15 SLOPED INSERT* PVC m 16 SLOPED SILL* PVC a a G 20 LOCK m 21 LOCK KEEPER ILI 3 25 TILT LATCH AIR SPACE 0 26 #8 X 1"PFH TEK STEEL 27 #6 X 1"PFH TEK STEEL 1/8'ANNEALED OR TEMPERED GLASS 28 WEATHERSTRIP(187-270TRI-FIN) rn 29 BULB SEAL STEEL INTERCEPT SPACER w o N — 30 BULB SEAL G1 GLAZING DETAIL, w N $ 31 PIVOT BAR STEEL 2 32 #7 X 3/4"PFH TEK STEEL 33 BALANCER BRACKET •THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY i g EXTRUDERS LICENSEES IN"AAMA CERTIFICATIONS PROGRAMS FOR RIGID PVC EXTRUSIONS". ro go •'qc O o ^z u DAB 9 17 z 5 5 5 s N.T.S. € DWG.Err. JK m CM BY. LFS ; DRAWING NO. � .9 FL-15780.9 0 p N SHEET 6 OF-6 s 5/14/2019 Florida Building Code Online A O ► ' Y O B * � � tl V C BCIS Home ( Log In E User Registration Hot Topics i Submit Surcharge € Stats&Facts Publications E Contact Us BCIS Site Map Links Search i Florida . M; f Product Approval y USER:Public User a 2 X;c3mx . Product Approval Menu>Product or Application Search>Application List>Application Detail o FL# FL15781-R9 Application Type Revision Code Version 2017 Application Status .Approved Comments Archived (:J ALL WORX SHALL CODES"FL®121b COrVIPLY WITH p Product Manufacturer Soft-Lite LLC NATIONAL ELECr$UILDING CODE,.�EVAILING Address/Phone/Email 10250(330) 5281l.ipp Park r11036 4 INANCES ® ZEI°HYRHILLS PLangan@soft-lite.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com JU Technical Representative CI�-� t° ^�j; p'" Address/Phone/Email `� r' I Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Horizontal Slider 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 I King, P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL15781 R9 COI (c)Certificate of Independence,pdf Referenced Standard and Year(of Standard) Standard Year AAMA/W DMA/CSA101/I.S.2/A440 2011 AAMA/W DMA/CSA101/I.S.2/A440 2008 ASTM E1300 2004 ASTM E1886 2005 ASTM E1996 2006 ASTM E1996 2009 TAS 201, 202,203 1994 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgt3elSAInEOW9TaOMFDxJQM7zrlDnCZDWfYzmDT6ZexQ%3d%3d 1/4 i 5/14/2019 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 11/21/2018 Date Validated 12/12/2018 Date Pending FBC Approval 12/18/2018 Date Approved 02/19/2019 Summa of Products FL# Model,Number or Name Description 15781.1 a. "Imperial LS DSL12"Double Slider. Extruded PVC Double Horizontal Sliding Window-(XX Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15781 R9.II (a)Inst 15781.1.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: N/A Evaluation Reports Other:See INST 15781.1 for Design Pressure Ratings,any FL15781 R9 AE (a) Eval 15781.1.pdf additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. 15781.2 b. "Imperial LS TSL12"Triple Slider Extruded PVC Triple Horizontal Sliding Window-(XOX Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15781 R9 II (a)Inst 15781.2.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 15781.2 for Design Pressure Ratings,any FL15781 R9 AE (a) Eval 15781.2.pdf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15781.3 c. "5300 DSL53(G5352)"Double Extruded PVC Double Horizontal Sliding Window-(XX Slider Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15781 R9 II (b)Inst 15781.3.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.15781.3 for Design Pressure Ratings,any FL15781 R9 AE (a) Eval 15781.3.pdf additional use limitations,installation instructions and product Created by Independent Third Party: Yes particulars. 15781.4 d. "5300 DSL53(G5352)"Double Extruded PVC Double Horizontal Sliding Window-(XX Slider Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15781 R9 II (b) Inst 15781.4.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 15781.4 for Design Pressure Ratings,any FL15781 R9 AE. (a) Eval 15781.4.pdf additional use limitations,installation instructions and product Created by Independent Third Party: Yes particulars. 15781.5 e. "5400 SSL54(G5402)"Single Extruded PVC Single Horizontal Sliding Window- (OX or XO Slider Window Configuration) Limits of Use. Installation Instructions Approved for use in HVHZ: No FL15781 R9 II (b) Inst 15781.5.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 15781.5 for Design Pressure Ratings,any'- FL15781 R9 AE (a)Eva] 15781.S.pdf additional use limitations,installation instructions and product Created by Independent Third Party: Yes particulars. 15781.6 f. "5400 SSL54(G5402)"Single Extruded PVC Single Horizontal Sliding Window-(OX or XO Slider Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15781 R9 II (b) Inst 15781.6.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 I hfps://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt3elSAInEOW9Taf7MFDxJQM7zr1 DnCZDWfYzmDT6ZexQ%a3d%a3d 12/4 5/14/2619 Florida Building Code Online Impact Resistant:Yes Created by Independent Third Party: Yes Design pressure:N/A Evaluation Reports Other:See INST 15781.6 for Design Pressure Ratings,any FL15781 R9 AE (a) Eval 15781.6.pdf additional use limitations, installation instructions and product Created.by Independent Third Party':Yes particulars. i 15781.7 g. "5400 TSLF54"Triple Slider Extruded PVC Triple Horizontal Sliding Window-(XOX Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15781 R9 II (a)Inst 15781.7.p ff Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, RE. 43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design'Pressure: N/A Evaluation Reports Other:See INST 15781.7 for Design Pressure Ratings,any FL15781 R9 AE (a) Eval 1S781.7.Pdf additional use limitations,installation instructions and product Created by Independent Third Party': Yes particulars. i 15781.8 h. "5400 TSLF54"Triple Slider Extruded PVC Triple Horizontal Sliding Window-(XOX Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15781 R9 II (a)Inst 15781.8.p ff Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, RE. 43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15781.8 for Design Pressure Ratings, any FL15781 R9 AE (a) Eval 15781.8.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. i 15781.9 i. Series"Barcelona" Model "SSL30I" Extruded PVC Horizontal Sliding "Impact"Window,Missile Level "C"Excludes Wind Zone 3 and 4(XO or OX Configurations) Limits of Use Installation Instructions Approved-for use in HVHZ: No FL15781 R9 II (c) Inst 15781.9.p ff Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, RE)43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15781.9 for Design Pressure Ratings,any FL15781 R9 AE (b) Eval 15781.9.pdf additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. 15781.10. j. Series"Barcelona" Model"SSL30I" Extruded PVC Horizontal Sliding "Impact"Window, Missile Level "D"Includes Wind Zone 4(XO or OX Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS781 R9 II (c)Inst 15781.10 df. Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, RE1 43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:'See INST 15781.10 for Design Pressure Ratings,any FL15781 R9 AE (b) Eval 15781.10.pdf additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. i 15781.11 k.Series"Barcelona" Model"SSL30I" -Extruded PVC Horizontal Sliding "Impact"Window,High Velocity Hurricane Zone Large Missile(XO or OX Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FLIS781 R9 II (c)Inst 15781.11.0df Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, REj 43409 Impact Resistant:Yes Created by Independent Third.Party:Yes Design Pressure: N/A Evaluation Reports I Other:See INST 15781.11 for Design Pressure Ratings,any FL15781 R9 AE (b) Eval 15781.1l.pdf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15781.12 I.Series"Barcelona"Model "TSL30I" Extruded PVC Triple Horizontal Sliding"Impact"Window, Missile Level "C" Excludes Wind Zone 3 and 4(XOX 1/4-1/2-1/4 and XOX 1/3-1/3-1/3 Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15781 R9 II (c) Inst 15781.12.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 15781.12 for Design Pressure Ratings,any FL15781 R9 AE (b) Eval 15781.12.pdf additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. 15781.13 m. Series"Barcelona" Model Extruded PVC Triple Horizontal Sliding "Impact"Window, Missile "TSL30I" Level "D" Excludes Wind Zone 4(XOX 1/4-1/2-1/4 and XOX 1/3-1/3-1/3 Configurations) https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt3elSAInEOW9Taf7MFDxJQM7zr1 DnCZDWfYzmDT6ZexQ%3d%3d 3/4 5/14/2619 Florida Building Code Online Limits'of Use Installation Instructions Approved for use in HVHZ: No FL15781 R9 II (c)Inst 15781.13.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 15781.13 for Design Pressure Ratings,any FL15781 R9 AE (b) Eval 15781.13.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15781.14 n. Series"Barcelona" Model"TSL30I" Extruded PVC Triple Horizontal Sliding"Impact"Window,High Velocity Hurricane Zone Large Missile(XOX 1/4-1/2-1/4 and XOX 1/3-1/3-1/3 Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15781 R9 II (c)Inst 15781.14.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 15781.14 for Design Pressure Ratings,any FL15781 R9 AE (b) Eva[ 15781.14.pdf additional use limitations,installation instructions and product Created by Independent Third Party: Yes particulars. �578VA! -o_Series,"Barcelona"Modele'DSL3W, "Extruded PVC Horizontal Sliding "Non-Impact"Window(XX -Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15781 R9 II (b)Inst 15781.15.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant No,\, Created by Independent Third Party: Yes DesttgnwPressure:_N/AS' Evaluation Reports Other:See INST.15781.15 for Design Pressure Ratings,any FL15781 R9 AE (b) Eval 15781.15.pdf additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. 15781.16 p. Series"Barcelona" Model "TSL30" Extruded PVC Triple Horizontal Sliding"Non-Impact"Window (XOX 1/4-1/2-1/4 and XOX 1/3-1/3-1/3 Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15781 R9 II (b)Inst 15781,16.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 15781.16 for Design Pressure Ratings,any FL15781 R9 AE (!) Eva[ 15781.16.pdf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 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 atatement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity:Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please- provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please.click here. Product Approval Accepts: ' ® eClr�cA � • .Credit Card Safe https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgt3elSA]nEOW9Taf7MFDkJQM7zrIDnCZDWfyzmDT6ZexQ%3d%3d 4/4 40 BYLYtghigtuality to Ii&. SEE CHART FOR FRAtvtESIZES 4� m 16250PhlippParkway �� 1 II{{{. a M D.z° Streetsboro,Ohio 44241 a a•• a yaZU l $Lm 9 6 c W "BARCELONA"' \i� m 0.a� f 1 ` `_ Model "DA30" SLIDING I i 1NDO ■ (r7 Z "NON-IMPACT' a j X z a� t /\ w w �In J W ¢� w. FO h SJ y 00 Ufn GENERALNOTES a � f f CL i 4 1. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida �// �// Building Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone" m n (HVHZ). v --------------------- 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shalt be beyond wag.dressing or stucco. g 3. When used in areas requiring wind bome debris protection,this product is required t' be o = protected with an impact resistant covering that complies with FBC Sections 1609.1.2& N N R301.2.1.2. n 4. For 2x stud framing construction,anchoring of these units shall be the some as that shown for 2x buck.mosonly construction. U a � z 5. Site conditions that deviate from the details of this drowing require further m w z A engineering analysis by a licensed engineer or registered architect. N a o � n — z TABLE OF CONTENTS . :..� - AX:;" �bESIGN�PRESSURE' S z a SNEET@ DESCBlt7/0N �GtAS$"� DAM 10108177 Z 1 € _ TYPk al elevations,design pressures and general notes 2 Horizontal cross sections "=,M�w�2Stt1VE;= 'FEGAT(i%k'n � 3 Vertical cross sections 73.0"X 63,0" 31,437'x 54.375" GI +40.0 -40.0 °W BY. JK m 4 Buck and frame anchoring cHK er: tFS x 5 Components aR WIW NO-' tt 6 Bill of materials and glaring decal 63.0"X-04.0" 26,437"x 35,375" GI +55.0 -55.0 FL—75787.15 r 0 v SHEET t or 6 N R:\aients\Soft-Lite Permanent\A-Florida Product Approvals\FL-15781 Horizontal Sliders\C-Drawings\FL-157816TH ED(2017)\FL-15781.15.dwg,2.2 N M _ to 0 v mA �Z 0 CY " '0 m Q Z � W N Zs, O • Q � Q •O N� N A O N I P n c. V NN O W S m O N Z o D oa N � n 0 " N Z O lO O A •O to A N Qf H � � p -• � . O � p m A U Nw a �z O �O H f1 C IOU T a _ 0 O m O Z rn y0 LIM A O o . z • ```1un urrrr�r� Gr.,C/Y +No 43409 � PRODUCT: Document.Prep.red'BY•--11 • ; SOFT—LITE WINDOWS Lyndon F. Schmidt �� ••• ��0�•'•6�� IN) o \ P.E. No. 43409 z m_ r- —1 m PART OR ASSEMBLY: /m� BUILDING CONSULTANTS, INC. X in 1 1/25 18 REVISED PRESSURE RATINGS LFS V v RO. Box 230, Valrico, FL 33595 IO u v NO DATE BY HORIZONTAL Phone No.: 813.659.9197 REVISIONS CROSS SECTIONS FBPE C.A. No. 9813 2017 R.W.BUILDING CONBULTANtB INC. R:1Clients\Soft-Lite Pemanent\A-Florida Product Approvals\FL-15781 Horizontal Sliders\C-Dmv ings\FL-157816TH ED(2017)\FL-15781.15.dwg,32 m N m" m C) W Go v da w` E o �m a m o 0cn o oa 09 y m y O N OD . y 1-IMMIN. ? 1-1 MINI EMB.(IYP.). m Im a w aD co R n n n •O IA CID a W N • £a o o x� 0� n o N z CID0 G) Oo m ._. 1-IM MIN. ➢ 1-IM MIN. EMB.(TYP.) EMB.(TYP.) N m .N m m m - C1 w cow n = w w oa o . •. �� t.. : a I o y" o y O o I . V y N ca m S Z CD A m y 1-1/4"MIN. 1-1 X MIN. EMB.(TYP.) EMB.(TYP.) sglyl/44i •ZS'{rP�=,,,*yam * .*� i x gg s PRODUCT: 0ocumente Properod Br. E� SOFT—LITE WINDOWS Lyndon IF Sohmldt i��**••FY...... ,•• O P.E. No. 43409 •�ONAL IW o Z\ /llllll m •• r— —I co PART OR ASSEMBLY: /mom BUILDING CONSULTAN SM. x V1 1 1 25 18 REVISED PRESSURE RATINGS LFS t/V�P.O.I Box 230, Valrico°I Ell DATE BY VERTICAL phone No.: 8t3.659 REVISIO S CROSS SECTIONS FEIPE CA No. 98 0 2017 R.W.GUILDINO CDNel1LTANte INC. i r M �U 1 m i �, 4 1 W. . Z S,(TYP.) SASH !nP I 4(nP I �,��'rrr P `` \ o - - Fr I r 81(TYP-)--{ :n nun m A 4 , f% g 1 g 9 C IL 8 � E oZ EW I I I I NJS Y2XBUCK o a a II TYP. BUCK II BUCK II — itFRAME II 3 n II MASONRY II (TYP.) 2 MASONRY II OPENING II 3LU OPENING II II II II z o II ii o c _- G I I T I N Wo cYi I I of m t nU i a a V 12 BUCKANCHORING FRAME ANCHORING z. K � z o W O aj y CONCRETE ANCHOR NOTES: W 1. Concrete anchor locations at the comers may be adjusted to maintain the min. a edge distance to mortar joints. y 2 Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to s amaintain the min.edge distance to mortarjoints,additional concrete anchors i may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. g 3.Concrete anchor table: N Q ::::.::::::::::::..::::.::•::;:.;::.::;::•:.,:..;:.:;:;;.:y:.y,::::.y;i N:?;G7J 4NC ::M.IN:CYEA.RANCR. o a ANCHOR AN :':;y.;;:MIN......, :>:70 MASONRY i0 ADJACENT ; m EYiAB�[�me..:• Z ...:::....... :.i st:;.::: :i;S(ZE.x:: ..........................::: :.';::::::..- .. :...... o a W .......:.�::•::�.......:::•.....:.::::.-:::::.-:.-:.•:::::::::::.�:::::.-::::::..::::::.:::.:EDGE:::::::;•r:�:�r;::�;;�;;:�;'ANCHOR::a:;:6>: z a ITW ® 1/4" 1.1/4" 2" 4" DArE:10 08 17 n TAPCON sauce N.T.S. 5 € ELCO ® mvc,ar: JK m ULTRACON aiK UP LFS 3 WOOD SCREW INSTALLATION NOTES: Ix 1.Maintain a minimum 5/8"edge distance,I"end distance,8.1"o.c:spacing of oruwwc Ho FL—15781.15 :' wood screws to prevent the splitting of wood. °n SHEEP OF E R\Gients\Soft-Ute Permanent\A-Florida Product Approvals\FL-15781 Horizontal 511ders\C-Drawings\FL-157816TH ED(2017)\FL-15781.15Awg,5.2 ' Rp I o cn' H y o cq � n N dd 2.25' 1--- 2.86' 1.211. T �( m o S y Q °n N y o.ob2" I CD V 1 C� Ls 1 25° 0.62" I 0 0 � o rl � P 0.388, i� o P 2 0 � LEE 0.089' � c ao m A 0 o ---.... a.67' Q i� aab• t = 0.as° N e, w a Svi-;t a0.0911. r 0.130 1.OS' No.43409 0.9G' — * PRODUCT: Do—panto Pmpamd «� amim I , g SOFT—LITE WINDOWS Lyndon F. Schmidt "+y ••' �GOR701•.••' �� O P.E. No. 43409 00 V o Z O trrrraLlti�1 I� 1 1 25/18 REVISED PRESSURE RAi1NG5 LFS PART OR ASSEMBLY. GI3 BUtLDtNG CONSULTANTS, INC. 51 P.O, Box 230, VDlrlco, FL 33595 cn v NO PATE gY COMPONENTS Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 2i7t 7 R.W.BUII.piNO GON6ULTANIB INC. BILL OF MATERIALS Z•``%%``"1it f'i' ITEM a MATERIAL -4,0.- �'� A 1X BUCK SG>=0.42 WOOD =°a`f' P. B 2X BUCK SG>=0.42 WOOD C 1/4"MAX.SHIM SPACE - �4 z rc om D 1/4"X 2 3/4'PFH ELCO OR ITW CONCRETE SCREW STEEL %�' �� 2 N i �'•. . - MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI E CONCRETE �� i d;;d 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 F #8-15 X 2-1/7'TRUSS HEAD-SMS(1-3/8"MIN.EMBEDMENT) STEEL 0 N z G 1/4"X 3 1/4"HWH ELCO OR ffW CONCRETE SCREW STEEL ?m m° H 1/4"X 2-3/4"HWH ELCO OR ITW CONCRETE SCREW STEEL \ o g S `o a 1 FRAME" PVC a N a m a a 3 WEEP HOLE COVER' PVC N s Wiz° 4 1 DSL FRAME FILLER* PVC 8 5 DSL HANDLE SASH' PVC o 3d 6 KEEPER RAIL' PVC 5/8"GLASS BITE 7/8"THICK 3 7 LOCK RAIL' PVC 1/89'ANNEALED 8 DSL MAIN SASH' PVC 9 GLAZING BEAD* PVC 3 10 DSL COVER• PVC z F 11 ANTILIFTTRACK• PVC 3 �? 12 ROLLER SILL TRACK ALUM. o� 0 13 REINFORCEMENT(6065-T5ALUM) ALUM.' AIRSPACE 14 REINFORCEMENT(6065-T5 ALUM) ALUM. ao o Mz 1/8"ANNEALED N o < 15 REINFORCEMENT(6065-T5 ALUM) ALUM. o 19 ROLLER ASSM. - 1/2"GLAZING TAPE a a 20 LOCK - GT GLAz1NGDEfAn STEEL INTERCEPT SPACER y 21 LOCK KEEPER } g m 22. #7 X 3/4"PFH TEK(LOCK) 26 #8 X 1"PPH TEK(KEEPER) SS r 28 WEATHERSTRIP(187-270 TRI-FIN) - 9 'THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARETO BE PRODUCED BY Z is EXTRUDERS LICENSEES IN"AAMA CERTIFICATIONS PROGRAMS FOR RIGID PVC EXTRUSIONS". z j0 x n Ln � a � w Q � u a z V m Z cl DATE:10108 17 z SCALE: M.T.S. D M.BY: JK m g cHLc.Br: LFS 3 DRAVANO NO.: D: FL-15781.15 0 SHEET B OF16 6 N V o City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: Date Received: 51a 0 / Site: `� 7 l f J � C X t ks Permit Type: A�,0V0y1r,6,6 S-w,�,A w s Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: ❑ W\e I IJ 61.1 This comment sheet shall be kept wit a permit an r-plans. —Bui ding O c' Date Contractor and/or Homeowner ��\�� (Required when comments are present)