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Home My WebLink About20-816 r ti • m City of Zephyrhills PERMIT NUMBER 1 UfilUll �(�\ 5335 Eighth Street - - Zephyrhills, FL 33542 BAR-000816-2020 Phone: (813)780-0020 ' Fax: (813)780-0021 Issue Date: 10/08/2020 Permit Type: Add/Alter (Residential) Property Number Street Address 03 26 21 0120 00000 0640 6633 Foxmoor Drive Owner Information Permit Information Contractor Information Name: THOMAS&CINDY BURLISON Permit Type:Add/Alter(Residential) Contractor:WEST SHORE HOME Class of Work:Add/Alter Residential Address: 6633 Foxmoor Dr Building Valuation:$7,500.00 ZEPHYRHILLS,FL 33542 Electrical Valuation:$0.00 Phone: (813)713-6727 Mechanical Valuation:$0.00 Plumbing Valuation:$0.00 Total Valuation:$7,500.00 1j Total Fees:$116.25 ` Amount Paid:$116.25 Date Paid:10/8/2020 12:32:38PM Il Project Description REPLACE 8 WINDOWS S/S Application Fees Building Permit Fee $77.50 Building Plan Review Fee $38.75 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 subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit 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 add fee 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. l CONTRACTOR SIGNATURE PE IT OFFICE 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 --77 Fax-813-780-0021 r Building Department 27—i �-5--• ( l S Date Received Phone Contact for Permitting /t5t --s-?—?v L€iitf.fi_iL iArm ii.i Owner's Name Thomas Burlison Owner Phone Number 813-713-6727 Owner's Address 6633 Foxmoor Dr.,Zephyrhills,FL 33542 Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 6633 Foxmoor Dr.,Zephyrhills, FL-33542 I LOT# 64 SUBDIVISION Silver Oaks Phase One PARCEL ID# 03-26-21-0120-00000-0640 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CONSTR e ADD/ALT = SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE = SFR 0 COMM = OTHER TYPE OF CONSTRUCTION = BLOCK Q FRAME = STEEL = DESCRIPTION OF WORK remove and replace 8 non-impact windows-sz/sz BUILDING SIZE I SO FOOTAGE HEIGHT =BUILDING s 7500.00 VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL s AMP SERVICE /Q�/ PROGRESS ENERGY Q W.R.E.C. =PLUMBING s � 6..� v t � =MECHANICAL s VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING 0 SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY OYKN i SIGNATURE 1 REGISTERED YIN FEE CURREN I Y/N Address I License# ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address License# PLUMBER COMPANY SIGNATURE REGISTERED I Y/N FEE CURREN Address License# MECHANICAL COMPANY SIGNATURE REGISTERED I Y/N FEE CURREN Address License# OTHER COMPANY SIGNATURE REGISTERED I Y/N FEE CURREN Y/N Address License# -t s-a L a a t.tU_Lut a E H.E.E_E.E IE_LL E E_i,Ie.E€.#_L.I iE.t:E 8 L i_E x.B..i.E_i_i3 1_1 2 L.L L E_E 1 E_E.t E_i i a.i 3 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. Directions: 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) Reraofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department 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 stale 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. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES:The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings,or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and 90-07,as amended.The undersigned also understands,that such fees,as may be due,will be identified at the time of permitting.It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy'or final power release.If the project does not involve a certificate of occupancy or final power release,the fees must be paid prior to permit issuance.Furthermore,if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. 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—Homeowners 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.Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone"V"unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction,I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill,an engineered drainage plan is required. 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 OF COMMENCEMENT, FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CO TR CTOR Subscribed and sworn to(or affirmed)before me this u sc6 d,Ind.sworn to n a ed befo Whig by Who is/are personally known to me or has/have produced are e n to as/have produced as identification. as identification. Notary Public Notary Public Commission No. Commission No. Name of Notary typed,printed or stamped Name o p a p _ Commission V.GG 050066 Expires November 27.2020 �''.,,P-e,n BondedThru Troy Fain lncurance800.3W7019 f P A 170"o 110RE 7) 9`146- gli . 7-4019 i3 F-A R;E SHEET or: try G-n'J-, Rk-.,r) i Sc", Location uanil-Ilff., yfeth x HeWht MISC. i t:iv�� f 5kS 7 1 w�� 6 I y t 1.as i /7 ) _1 I x I x I '3S 3 x x x F x n I > Type celf tear out > Any muRIons befit, w -oved: ye� NO k4m 4h: tter'sumds fit agaull: es 6t-Lij{Vi -i'iL• ' �o RWI or scar be fn o -Supports or Nick un--dem Bath?Condition? o Nae-d jamb depth &projection 0 r--- �� o &=arjor Opening Size: J Changes Nlado: Y tlo Notes: M-...:. ° r --.q, '�'f✓ ,;'4.� ggrelae^�,�LitJf,.C*?.-w , ;w^' .{c:f~ ,„i�� .te::Z:. 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GeV 11 ,FOP OI' ,11 - 11 11 21. -FIGRO1 - 2 12 10 y 2 https://search.pascopa.com/sketch.aspx?pid=264112&bid=264112 1/2 i 7/9/2020 Florida Building Code Online I a _ I BCIS Home Login I User Registration I Hot Topics Submit Surcharge Stats&Facts Publications I Contact Us I' BCIS Site Map I Links I 'Search .� Flodd : r Product Approval ,��- ® � USER:Public User 8 P.Ce.9ttUJ�regwton Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL23505-R2 Application Type Revision Code Version 2017 Application Status Approved 3PL505.4 WORK OSHALL COMPLY WITH PREVAIL REVA►LRIDA SUIcomments NAdAAL ELECRIC ODEArchived AND-HE CODE fNO ORDINANCES OF'ZEPHyHILLS Product Manufacturer Soft-Lite LLC Address/Phone/Email 10250 Philipp Parkway Streetsboro,OH 44241 (330)528-1136 PLangan@soft-lite.com Authorized Signature ! Vivian Wright rickw@rwbidgconsultants.com R'EV ®c Technical Representative CITY Q� ®�� j �"`® Address/Phone/Email O � 'r G PLAN EXAMII M 7 u Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung I' Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida i Professional Engineer ❑ Evaluation Report-Hardcopy Received i Florida Engineer or Architect Name who developed the Lyndon F.Schmidt,P.E. Evaluation Report i Florida License j PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By Ryan J.King,P.E. I Validation Checklist-Hardcopy Received I Certificate of Independence FL23505 R2 COI (c)Certificate of Independence.pdf I i Referenced Standard and Year of Standard)) Standard Year AAMA/W DMA/CSA 101/I.S.2/A440 2011 ASTM E1886 2005 ASTM E1996 -2009 TAS 201,202,203 1994 I Equivalence of Product Standards Certified By I i Sections from the Code i https://www.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtnDFSInZKXOtxgJ[Z%2fXAgyheyo9iXmp6NGpOTebnULdQ%3d%3d 1/3 i 7/9/2020 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 12/19/2018 Date Approved 02/19/2019 Summary of Products FL# Model,Number or Name Description 23505.1 a.Series'Barcelona"Model"SH30PI" Extruded PVC Single Hung"Impact"Window,Missile Level"C"- (O/X Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL23505 R2 II (b) Inst 23505.1.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 23505.1 for Design Pressure Ratings,any FL23505 R2 AE (b) Eval 23505.1.pi f additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 23505.2 b.Series'Barcelona"Model"SH30PI" Extruded PVC Single Hung"Impact'Window,Missile Level "D"- (O/X Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL23505 R2 II (b) Inst 23505.2.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 23505.2 for Design Pressure Ratings,any FL23505 R2 AE (2)Eval 23505.2.pdf additional use limitations,installation instructions and product Created by Independent Third Party: Yes particulars. 23505.3 c.Series'Barcelona"Model "SH30PI" Extruded PVC Single Hung"Impact'Window,High Velocity Hurricane Zone-(O/X Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL23505 R2 II (b) Inst 23505.3.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 23505.3 for Design Pressure Ratings,any FL23505 R2 AE (b)Eval 23505.3.pdf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 23505.4 d.Series'Barcelona"Model"SH30P" Extruded PVC Single Hung"Non-Impact'Window-(0/X Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL23505 R2 II (a)Inst 23505.4.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 23505.4 for Design Pressure Ratings,any FL23505 R2 AE (a)Eval 23505.4.pdf additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. 23505.5 e.Series"Barcelona"Model "SH30PI" Extruded PVC"Radius"Single Hung "Impact'Window, Missile Level "C"-(O/X Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL23505 R2 II (a)Inst 23505.5.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 23505.5 for Design Pressure Ratings,any FL23505 R2 AE (a) Eval 23505.5.pdf additional use limitations,installation instructions and product Created by Independent Third Party: Yes particulars. 23505.6 f. Series'Barcelona"Model"SH30PI" Extruded PVC"Radius"Single Hung "Impact'Window,Missile Level"D"-(O/X Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL23505 R2 II (a) Inst 23505.6.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 23505.6 for Design Pressure Ratings,any FL23505 R2 AE (1) Eva[23505.6.pdf Created by Independent Third Party: Yes https://www.flo(dabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtnDFSInZKXOtxgJIZ°/a2f)(Agyheyo9iXmp6NGpOTebnULdQ%3d%3d 2/3 ' 111OS - °SEE CHART FOR � `. z FRAME SIZES % 'yFJ F m ro i �' . N Bringing quality to light. ,..�. o 10250 Philipp PatkwaY tt tt }r P ``�� m t ♦ ri rill 1 V Sfreeisboro,Ohio 44241 rt � �N m i fin(/t�� lg�(/► /) ��j�j�,(A7� / 'f!~e x o Z p !!YJ'l i t V.i�i0/V 9"'i!! m c k! a m IL dew Model "SH30P" O Ela= 'SINGLE HUNG WiNDOW a � 'WON-IMPACT' "' z 10 2 r o LU z ' T O 0 GENERAL NOTESrr a �y 1. This product has been evaluated and is in compliance with the 6th Edition(2017)FloridaIa Building Code(FBC)structural requirements excluding the"High Velocity Hurricane a a Zone"(HVHZ). m 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment r to base material shall be beyond wall dressing or stucco. 0 3. When used in areas requiring wind home debris protection,this product is required to be protected with an impact resistant covering that compiles with FBC Sections 1609.1.2& rn R301.2.1.2, z 5 N O to 4. For 2x stud framing construction,anchoring of these units shall be the same as that lil shown for 2x buck masonry construction. 5. Site conditions _:,_'::`:;, :'tE_: 4'!a[ i,' :.;.::.is :',;"__,,:::_•;,_ s t.,i`. :,;;,:,rr- w that deviate from the details of this drawm require further e g q GLASS DEStlsN pRESStlRE(PSFj-j ¢ z $ engineering analysis by a licensed engineer or registered architect. r FRAhSE;: D L,O 9 DIMENSfON L)IMENS(ON: TYPE- FOSRIVE, 'MEGi1TNE: ^' z TABLE OF CONTENTS 32.0"X 840' 25.62"x 37.00" GI +45.0' -45.0 o h streEr# DESCRIPTION -zI Typical elevations,design pressures and general notes 40.0"X 96.0"' 33.62"x 43.09' CA +30:0 -30.0 ~Z a 5 2 Hor zontal cross sections DAM 9126117 z 5 3 Vertical cross sections N.T.S. ° € d Buck and Frame anchoring [E-X6 3.0 33.62"x 26.50" G1 +$$,0 _$�0 5 5 Components _ M.rtr JK e 6 Bill of materials and glazing detall 76.0" 47.5'x 33.00" Gl +4g•0 .q 0 CHK.tn: LFS a DRAtM No„ FL-23505.4 l] O SHEET 1 OF 6 N� d R:\Dlents\Soft-Ute Pennanent\A-Florida Product ApprovalskFL-23505 Single Hung\C-DrawingsI,FL 23505(2017)RO\FL-23505.4.dwg,2.1 O o0 oin o 3Nm Z O =0a.. C O- 6 m— 3� o N m A O N Z c� NW NN N...• _ ti 2 a a rn n s;;a =o rn ti N rn O T) W O � W� W �� El W \ W W 0 a R m •o lY N N a v = -o (D 0 Z z W 0 O W �v Z 0M a 0 0 N D pNp m ll 0 VV 0 � Z � N m m v m— m A m • ymX 7�. I22 rn f� a T X� 0 0 a ��o 3 W ❑ Q 0 22 m m � V O . ``ttttllllllg7j/!! G/• No.43409 s Q PRODUCT: Documents Prepared By: Ulm" y ~ SOFT—CITE WINDOWS Lyndon F. Schmidt '%�••--.�ZOR19R�••0 � P.E. No. 43409 IN C4 o Z N !///"fill 11% it CZ PART OR ASSEMBLY: 6 1 BUILDING CONSULTANTS, INC. (n (n 1 6 11 18 ADDED FRAME SIZES JK t�L�P.O. Box I 230, Volrico, FL 33595° + v NO DATE BY CROSS SECTIONS Phone No.: 813.659.9197 REVISION$ FBPE C.A. No. 9813 ®2017 R.W.BUILDING CDNSUL—NtS INC. R-Aaients'Soft•Ute PennanenUA-Florida Product AlWovaMFL-23505 Single Hun9\C-DmwingAFL 23505(2017)R41FL-2350S.4.dw9,4.1 1-1/4WK EMB.(TYP.) W—+ 0 o� o do0 ° 1-1/4"MIN. Cl Z EMB.(TYP.) Z I0 N U N n v wN . EL�. N m 1-1/4,MIN. ❑ EMB.(TYP.) Z Z �0 ,0 > rn n o ar H m Z (O N O N m to N p P W � w a w �0Go Qo Q .0 ,0 G c= it I 0 0 C O Z; rn w W N Z C A V V O ' `rigtll 111//P�� 1-1I4"MIN. / GEMB.(TYP.) = i No.aaaos 's c T'tea PRODUCT: Document, Prepared By:,r .A• ` �t ro t0' SOFT—CITE WINDOWS PYE NoF43409 Schmi r,'fssfa9 NAL rr 0 0 -4 to fTt It PART OR ASSEMBLY: VK BUILDING CONSULTANTS,, INC.IN h Vt X (A -... 1 6 11 18 ADDED FRAME SIZES JK c/l.. P.O. Box 230, Valrlco, FL 33595 {' NO PATE TICAL BY CROSSRSECTIONS Phone No.: 813.659.9197 REVISEONS FBP£ CA No. 9813 �2017 R.W.ButtOtNG Ca N5ULTANis ING. 4 FOR WIDTHS GREATER THAN 40" z . z d- ryVib di oN "z e 2X BUCK F 'e Ern z @ z° TYP. a � E y a n p`o a -- SASH BUCK G \J, v( DIRECT70 H :r a a m a:a BUCK � �` BUCK MASONRY c z° FRAME—"" HEAD&JAMBS a° �i (TYP.) ME_EfING RAID — ---------__ z 0 MASONRY MASONRY 'r OPENING o OPENING o — SASH . m U N Y �m 3 E a BUCK ANCHORING FRAME ANCHORING i N y a N N O y U) CONCRETE ANCHOR NOTES. �J I.Concrete anchor locations at the comers maybe adjusted to maintain the min. 0: edge distance to mortar joints. 2.'Concrete anchor locdtions noted as"MAX.ON CENTER"must be adjusted to b maintain the min.edge distance to mortor joints,additional concrete anchors u a may be required to ensure the"MAX:ON CENTER"dimension are not exceeded. ? 3. Concrete anchor tablet UJ a iA::j;+tGHOR;..';.A....;N...G....Q:.:..R...;.:.:..:.i..:2.;...;..M.....J.N:` M :>:.MtNQ:;cAGLE"ARANNCE N EA AYPE : Siz -.-r?EMBEDMENT: ......... ...... `- 4—z- VIC ITW 2" TAPCON® z❑nm DAM 9126117 i € ELCO see N.T.S. ULTRACONI Ij4.. 1 1/4" 1" 4" M.ar JK m c WOOD SCREW INSTAL LARON NQ7ES: CW.BY. LFS Si i.Maintain DMWWG NO.: ain a minimum 5/8"edge distance,I"end distance,&1"o.c.spacing of wood screws to prevent the splitting of wood. FL-23505.4o SHEET 4 GP 6 N a a R:\Clients\Soft-LRe Pemanent\A-Florida Product Approvals\FL-23505 Single Hung\C-Drawings\FL 23505(2017)R0\FL-23505.4.dwg,6.1 gED3 0 o, o w t A w I7 m o 0 to 1- C J_ y a a o0 1.44"—J b. 0.95' w m m 2 T � W A � 1 j- 1 O �J m O � �[ P Z m A A n � o r 0.86" I A 0.27- T oC Ty o o Po I P 0.09" m j 3 0.41" o 'v y 0.39" ^? 0 I I m N s m 0 m 0.09" m m 3 No.43409 i vy' x a PRODUCT: Documents Prepared 13y:. •• SOFT—IJTE WINDOWS Lyndon F. Schmidt hry z \ P.E. No. 43409 w z ry rrNrllltttt r -1 PART OR ASSEMBLY: BUILDING CONSULTANTS. INC. Ito �7 to 1 6 11 18 ADDED FRAME SIZES JK P.O. Box 230. Valrieo. FL 33595 � v NO DATE BY COMPONENTS Phone No.: 813.659.9197 REVISIONS FBPE CA No. 9813 2D 17 R.W.911ILa1NG DONSU-ts INa. BILL OF MATERIALS HEM# MATERIAL 4:� WOOD A IX BUCK SG 0.42 B 2X BUCK SG>=0.42 WOOD —Z 0=0 C 1/4'MAX.SHIM SPACE :e z ctio�vf :�c 00 —D X 2,3/4"PFH ELCO OR ITW CONCRETE SCREW STEEF— to MASONRY-3,ODO PSI MIN.CONCRETE CONFORMING TO ACI E ......... OD 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE m Pf W — . F #BX Z'TRUSS HEADSMS(1-3/0 EMBEDMENT) STEEL lift it V z 0 w 0 0 cq G IXX 2-3/4'HWH ELCO OR ITW CONCRETE SCREW STEEL 0 x z E H 114"X 2-1/4"HWH ELCO OR ITW CONCRETE SCREW STEEL z M 0 0 PVC U). I FRAME' -, n 7 e 6 c w PVC 2 PW COVER* m 5 a:M 3 WEEP HOLE COVER* PVC 0 — SILL—ADAPTER' E Z 4 v PVC .ui 6 KEEPER RAIL* PVC J,a: 7 LOCK RAIL* PVC 8 PLAIN STILE' PVC 9 GLAZING BEAD* PVC 5/9'GLASS BITE 10 BOTTOM LIFT RAIL* 7/9'THICK 0 — PVC 0 I I REINFORCEMENT(6065-T5 ALUM) I/6'ANNEALED 12 REINFORCEMENT(6065-T5 ALUM) ALUM. ALUM. 13 m REINFORCEMENT(6063-l5 ALUM) ALUM. w u- ik 20 LOCK < 0 21 LOCK KEEPER AIR SPACE 25 TILT LATCH 26 #8 X I"PFH TEK STEEL 51 C)C:==-- 27 #6 X V PFH TEK STEEL 1/8"ANNEALED 28 WEATHERSTRIP— (187-270TRI-FIN) 30 BULB SEAL I/Z'WIDE DOUBLE SIDED GLAZING TAPE 31 PIVOT BAR STEEL GLAZING DETAIL 32 #7 X 3/4"PFH TEK STEEL GT STEEL INTERCEPT SPACER 33 BALANCER BRACKET zi V) THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY N 0 EXTRUDERS LICENSEES IN"AAMA CERTIRCATIONS PROGRAMS FOR RIGID PVC EXTRUSIONS". 0 tu d ti '2 lz w z E� lz 0 o z I L3 DAM 9126117 z s-z N.T.S. 9 M.BY: jK— C14K.BY, LFS DRAWINC NO.: FL-23505.4 o 7/8/2020 Florida Building Code Online I _ BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I Contact Us.I, BCIS Site Map,I Links I Search .l b a r (i.11-0 Product Approval USER:Public User & � Product Approval Menu>Product or Application Search>Application List>Application Detail EVU FL# FL16026-R2 Application Type j Revision Code Version 2017 16026.1 Application Status Approved Comments Archived ❑ i Product Manufacturer Soft-Lite LLC Address/Phone/Email 10250 Philipp Parkway Streetsboro,OH 44241 (330)528-1136 PLangan@soft-lite.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email I Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O 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 I Quality Assurance Contract Expiration Date 12/31/2020 Validated By Ryan). King,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL16026 R2 COI Ja)Certificate of Independence.pdf Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By I Sections from the Code Product Approval Method Method 1 Option D https://www.floridabuilding.org/pr/pr app_dtf.aspx?param=wGEVXQwtDgtFPmdYiNDWr65rLx4klYK7stid4ulcguPeuW7M5Wb6rg%3d%3d 1/2 7/8/2020 Florida Building Code Online Date Submitted 07/20/2017 Date Validated 07/31/2017 Date Pending FBC Approval 08/04/2017 Date Approved 10/10/2017 Summary of Products FL# Model,Number or Name Description 116026.1.i a.Series 19044 Structural Beam Extruded Aluminum Clipped Mullion for use with impact and Mullion non-impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: No FL16026 R2 II (b) Inst 16026.1.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 16026.1 for Design Pressure Ratings,any FL16026 R2 AE (b) Eval 16026.1.pdf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 16026.2 b.Series 19044 Structural Beam Extruded Aluminum Clipped Mullion for use with impact and Mullion non-impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16026 R2 II (b) Inst 16026.2.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 16026.2 for Design Pressure Ratings,any FL16026 R2 AE (2) Eval 16026.2.pdf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. eack 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 mall.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: k=_� eCheik M Credit Card Safe https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtFPmdYiNDWr65rLx4klYK7stid4ulcguPeuW7M5Wb6rg%3d%3d 2/2 ............ d) 125-MAX OVERALL FRAME WIDTH(TWIN) lite IIIMULLION:�� 2.Soft 62'MAX.SINGLE 62"MAX.SINGLE 41:0Z- Z UNIT FRAME WIDTH UNIT FRAME WIDTH El-wh I dows .......... Bringing quafiV to light. Z 0 CO 0 10250 PhTipp Parkway 0 F) Z Streetsboro,Ohio 44241 k h.- ()N 2 4 CD XZ ci le, 1 -5 E g 1 6 0 W �E Z N J,aka 'magi (D E) 1. C; �t >U3 C 19044 ALUMINUM MULLION 0 Z 11. E Z H � T� GENERAL NOTES M oW 1. This product has been evaluated and is In compliance with the 6th Edition(2017)Florida -d Building Code(FBC)structural requirements,excluding the 1ilgh Velocity Hurricane Zone". n 2. When used in areas requiring wind borne debris protection,this product(if mulled together with 0 N impact rated windows)does not require protection from an impact resistant covering when SASH NOT oU T SHOWN MULLED TWIN WINDOW UNITS SHOWN aQ� used in Wind Zones 1,2 and 3 as defined by ASTM E 1996 and FBC Sections 1609.1.2.2& CL R301.2.1.2.1. FOR CLARITY (Multiples also approved) 3. In Wind Zone 4,as defined by ASTIM E 1996 and FBC Sections 1609.1.2.2&R301.2.1.2.1,this product must be protected With an impact resistant covering complying with FBC Sections DESIGN PRESSURE 1609.1.2&R301.2.1.2. �4 4. Wood bucks by other,,must be anchored property to transfer loads to the structure and be _-42 44'� - A6, 447. -W reviewed by the Building Official. ci e Z w 0 10— SO 48 46 44 42 40 1 39 38 37 36 35 35 34 34 L 5. Separate product approvals for each glazing product used with these mullions must be 52 50 48 46 44 42 41 40 39 38 37 36 36 35 submitted along with this mullion product approval.The design pressure rating of the assembly — shall be the lesser of the load capacity of the mullion as specified using this approval or the 55 53 SO 48 46 45 43 42 41 40 39 38 37 37 design pressure rating of the Individual glazing products used. 58 55 53 51 49 47 45 44 43 42' 41 40 39 39 Q.CL 62 59 1 56 54 1 52 51 49 1 48 1 46 45 1 44 1 43 42 42 6. Anchoring of each glazing product to the mullion shall be as shown in this drawing or as shown - in each individual glazing product approval,whichever is more stringent. 60- 65 62 59 57 55 54 52 1 51 49 48 1 47 1 46 46 45 69 66 63 61 59 57 55 54 52 51 1 50 1 50 49 48 7. Mullion anchor embedment to base material shall be beyond wall dressing or stucco. 73 70 67 65 63 61 59 58 56 55 Z Q 1 S4 53 52 52 B. Any conditions not covered in this evaluation are subject to separate engineering evaluation. 75 75 71 69 67 65 63 62 60 59 58 57 56 56 cA 10116112 Z TABLE OF CONTEN1S 75 75 75 74 72 70 68 66 65 63 62 62 61 60 5 N-Ts- M.BY. JK M SHEET#-TD—ESCR1PnON 75 1 75 7 66 65 65 75 75 1 75 75 73 71 70 69 6 CHK.BY. LFS 1 1 Typical elevations,design pressures&general notes 75 75 1 75 75 1 75 75 75 75 74 74 73 72 71 70 DRAWiNG NO.: d 2 1 Mullion details&cross sections 75 1 75 7575 1 75 75 75 75 75 75 75 75 75 75 FL-76026.1 IsmEr--1 or 2 ID I I Shown with Soft-Late faced casement frame under 4p% '1�y m separate approval. #10 X 5/8'PPH SMS _ M (4 each bracket) _25 o s` �N:i57 z 'Z:oz. "m Y W• �� dm IF 2 �i �'•. �� Gi w 1.436 0.125'— o vi ® '��/r1 I P� 5`` o no m z° OS'--- ---� � o m o N•: 0.72Z' . v a x Z d OA72' a D a 9 m=W c5 DO. a o r al 12 Imo , cc z 1 E c u1 (� HORIZONTAL CROSS SECTION o 310: l M ®anchor clip ULLION 19044 6063-TS ALUM. (4)Mullion Bracket anchors zo required into substrate "s F� 7S' (See ANCHOR SCHEDULE) n z 2 Refer to separate window approval for quantity,location =o &size of anchors required to fasten window frame to mullion. J o At a minimum,use#10 PPH Self-drilling SMS located 6"from ? m ANCHOR BRACKE((18T021 each end and spaced 18"max o.c. (a min.of 3 threads W o ui 6063 T5 ALUM. must protrude through the mullion face). ¢ j tll o 0 a rn � a a ��❑ ❑�� DO Note: I� E WINDOW UNIT NOT MULLION(19044) I SHOWN FOR CLARITY ^ 1'21 HORIZONTAL CROSS SECTION N N #10 X 5/9"PPH SMS 2 through mullion w w m ANCHOR BRACKET(18102) Ln Ln ANCHO SCHEDULE, CENFFR-1'O=CENTER ^'^ 01 SUBSIRAIF;1EUGEDfSfANdis W ;WQODin; 412PFHWOODSCREW n�o 1-1/2'MIN. 1"MIN. 1-1/2'MIN. m LL SUBSTRATE (4)Anchors required into substrate 1/4'DIa PFH a-z Ll a 5 ® (See ANCHOR SCHEDULE) GONCREfE ITWBUILDEXTAPCON® 1-1/4'MIN. 2.1/2'MIN. 1-3/4'MIN. DATE:10 16112 ? �31 ANCHOR BRACKET DETAIL r =- ® ECALE: N.T.S. ° € r.; ==`is12-14 HWH HILTIKWIK-FLEX AMIN.OF3THREADS OwG.BY: ,JI( m #lOX Sig,PPH SMS 2 2r,'t'STEEL SELFDRILLINGSCREW SHALLPROTRUDETHROUGH 1"MIN. 1-1/7MIN. 3 (2 EACH FACE) =_ �e THESIFBsuBSTRATE CHR.BY: LFS o WOOD FRAMING(S.G. =0.55J DRAWING NO.: BRACKET-TO-MULLION DETAIL CONCRETE CONFORMING TO ACI301(3,000 PSI MIN.)OR HOLLOW BLOCK CONFORMING TO ASTM C90 FL-16026.1 STEEL CONFORMING TO ASTM A653,16 GA.,0.06V MIN.THICKNESS(Fy=33,000 PSI,Fu=45,0DO PSI) ro O SHEEr_L OF 2 a INSTR#2020168824 OR BK 10193 PG 1995 Page 1 of 2 10/09/2021) 09:01 AM Rcpt:2213350 Rec:18.50 DS:0.00 IT:0.00 ' Nikki AlvarezSowles,Esq.,Pasco County Clerk&Comptroller NOTICE OF COMMENCEMENT Permit Number BAR-000816-2020 Tax Folio# DR=%-411 0120^Ott The undersigned hereby gives notice that improvement will be made to OVKb certain Real Property,and in accordance with Chapter 713,Florida Statutes,the following information is provided in this Notice of Commencement 1. DESCRIPTION OF PROPERTY: j (Le Id crlpffon of the property and street address,#avallable). -ls --- «.,,:t F� a�sNa 2. GENERAL DESCRIPTION OF IMPROVEMENT: This space reserved for recording so- 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name&Address: T uw.1u) > wr d,acsur lit►SS T-Axnooar 'pr:�ye h:115 Ft BIFyy1 Interest in Property: C1^4%Ae-4' Fee Simple Title Holder(if different from owner listed above): 4. CONTRACTOR: Name: west shore Home Phone Number. 727-205-1957 Contractors Address: 984318th St N St.Petersburg FL 33716 5. SURETY(If applicable,a copy of the payment bond is attached):Amount of bond: $ Name: Phone Number: Address: 6. LENDER'S NAME: Phone Number. Lender's address: 7. Person's within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7.,Florida Statutes. Name: Phone Number: Address: S. In addition,Owner designates of to receive a copy of the Lienor's Notice as provided In Section 713.13(1)(b),Florida Statutes. Phone number of person or entity designated by Owner. 9. Expiration of notice commencement(the expiration date will be 1 year from date of recording unless a different date is specified. 20, 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 I,SECTION 713.13, FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOT OF COMM CEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPEC N. IF Y INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFO OMMEN G WORK OR RECORDING YOUR NOTICE 07 COMMENCEMENT. PI,jf l+SIatj (Sig o or L r Owner's or Lessee's (Print Name and Provide ignatory's Title/Office) ice) Au 'zed Officer/Direclo artner/Manager) State of 'Fl..tn"t CIA County of i;h5G y L �� Il The foregoing instrument was acknowledged before me this _� day of 20 by , 2,,, !)/'s•rr', for M-Aa Ie-V' type of authority,...e.g.oificer,trustee,attorney in fact) i(name of party on behalf of whom Instrument was executed) ^Personally Known or Produced Identification�I�J I SEAL (S[g azure o otary Public-Stale of Florida)- ici PAULCHRULSKI Form IP502—Revised 01/13/15 r e COMNSSlon f GG 951904 o?, Explree January 28,2024 ..P.�t:•.>' BondedThNTmYF�mimm�ncea04t8S•7019 I I. OR BK 10193 PG 1996 Page 2 of 2 !f i I I Legal Descrlption.SILVER OAKS PHASE ONE PB 26 PGS 46-49 LOT 64 LESS THAT PORTION LYING NORTH OF FENCE LINE AS PER FINAL JUDGEMENT OR 1925 PG 814 AND EAST 5 FT OF LOT 65 LESS THAT POR LYING NORTH OF EXISTING FENCE LINE [...] I i I ICI II I I I i I i i i I I CITY OF / / / "ILDING ZEPHYRHILLS DEPARTMENT . NOTICE OF ADDITION OR CORRECTION • NOT REMOVE ADDRESS DATE ,PERMIT / r� THIS JOB HAS NOT BEEN COMPLETED. The following additions or corrections shall be made before t 'ob will be accepted. It is unlawful for any Carpenter,Contractor,Builder,or other persons,to AFTER CORRECTIONS ARE MADE CALL cover or cause to be covered,any part of the work with flooring,lath,earth 780-0020 FOR R -I C or other material,until the proper inspector has had ample time to approve the installation. OFFICE HOURS 7:30AM-4:30 PM MON.-FRI. INSPECTOR