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Home My WebLink About22-3704i Eighth..:. Phone:5335 * x. Issue Date: 0310412022 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. OOCCUPANCY BEFORE 14 PERMI EXPIRES IN 6 MONTHS APPROVED CALL R INSPECTION ,M:>O eHOUR °,yr , NOTICE REQUIRED lR E , ; . ,wV., DtiD.. PROTECT id' „=i1!'li� FROM 11= , R 813-780*020 City of Zephyrhills Permit Application Fax-813-780-oo21 Building Department (MONICA) Date Received 03/03/2022 Phone Contact gap Parmitttngg 313 ) 269 9965 1 tt I '9`tl t i :3=G _ . ._ -...t 1 1 A_L "5'"T'"t."T'"1 .. _. Ownei'sNarne STEVEN KIRKER owner Phone Number 613-312.3166 Owner's Addres,It336 HIGHLAND LOOP, ZEPHYRHILLS 33541 Owner Phone Number w„ Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 7336 HIGHLAND LOOP Z PHYRHILLS FL 33541 = LOT SUBDIVISION SOAK RUN SUBDIVISION PARCEL IDN 3-25`®21-01.00®0000Q®001.0 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR r7 ADDIALT SIGN DEMOLISH El INSTALL REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK E] FRAME STEEL DESCRIPTION OF WORK REFL O (2) WIIVC OVA/ UNITS (SIDE/SIZE) FL16612.1 BUILDING SIZE w _ SQ FOOTAGE HEIGHT UILDING $ 2007.00 VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL S AMP SERVICE PROGRESS ENERGY W.R,E.C. PLUMBING $ =MECHANICAL S VALUATION OF MECHANICAL INSTALLATION =GAS ROOFING = SPECIALTY = OTHER�- FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY C41 $'a 1`4 rtT SIGNATURE REGISTERED Y 1 N FEE CURREn YIN Address r'O, i� �r'a 't '.« iAfji 1��-� Liaense'd C�cfi �:�k r;; t$ d 7 ;-TZ5?7 ELECTRICIAN COMPANY SIGNATURE REGISTERED L11 N FEE cuRREA Y 1 N Address License S PLUMBER COMPANY _m,_� SIGNATURE REGISTERED Y t N ��IEEEl Y / N� R Address License # MECHANICA SIGNATUREL R COMPANY $YE Eo _y LN J FEE GURREn Y I N Address License # E = OTHERE=== COMPANY SIGNATURE REGISTERED Y ! N GEE CORREN Y ! N .f Address F License # 118tldtlt16t1IIt'1ti'tLIIIltttttlllflttltl881ttfttlttltlt/1l�tttttlttl 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 onslle, Construction Plans, Stormwater Plans w/ Silt Fence installed. Sanitary Facilities & f dumpster; Site Work Permit for subdivisions/iarge protects 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 wl Silt Felice installed, Sanitary facilities &. I clumpster. 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 $7500) Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Rercefs if shingles Sewers Service Upgrades A/C Fences (P1oU$urvey/Footage) Driveways -Not over Counter if on public roadways. needs ROW d ➢ a ,, .f iie^ `.�, Name of Notary typed, prived or stamped 0404140 TELEPHONE TELEPHONE (813)838-9000 (813) 312-3186 EMAIL EMAIL larry. iz zo@iowes , corn steve96888@gmail.con1 LOWE'S CONTRACTOR LICENSE LOWE'S REPRESENTATIVE LICENSE # CREDITIDEBIT CHECK LCC CARD GIFT CARD CCC1326824, CGC1508417, n1a CRC1327732, FR04517, PRO1584, PRO6140 attachme er shall be referred to herein as this "Contract." PLEASE READ THIS ENTIRE DOCUMENT, INCLUDING THE "TER D CONDITIONS," AND "ADDENDUM" CONTAINED WITHIN THIS CONTRACT ON THE FOLLOWING A I P GES BEFORE SIG G, INSTALLATION STREET ADDRES CITY STATE ZIP 7336 nHighland Loop Zephyr Hills Florida 33541 MERCHANDISE AN INSTALLATION SUMMARY: (I.E. ITEM NUMBERS, COLORS, DIMENSIONS, CONSIDERATIONS): Inc Product Lowes Will install two Pella 250 Series white vinyl single -hung winclows. Both will be tempered glass, obscure, and will have SunDefense Low-E and Argon gas. Lowes will pull permit. ff [moll, it w MIN -• 1,21 Wrly in colcler climates. Store 1854 LOWE-S OF ZEPHYRHILLS- FL - Contract - 298491 - Page 2 of 27 City of Zephyrhills , 335 Eighth Street , `X phyrhill > FL 33BAR-003704-2022 Fax: 13) 7 i Date, t04d REINSPECTION FWith respect to ReInspection fees Mill comply with'Florida Statute 55 ., ) the local government shalt impose a fee of four times amount of the fee imposed for the Initial Inspection or first relaspection, whichever Is greater, for each subsequent reinspection. Noticed Ire -addition to the requirements of this permit, there may be additional restrictions appli bl to this Fr that may be found in the public records of this county, and there may be additional permit required torn other governmental entities, such as water management, state agencies or federal agencies. improvements to year property. If you Intend to obtain financing, consult with your fonder or are attorney before cording your notice of commencement." 111_ accordance with City Codes and Ordinances. 0 OCCUPANCY BEFORE C.O. NO OCCUPANCY f., N BEFORE a 54e, Ve ' c, esl� TUR PE ROFFICE 'PERMI EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION 4fi t im .pa = ftw— Salle Hoeg �. ISAAMM ovoift than* OWNWO aW t dow v flow PAtow mmikeAr ww" byes' to" IWALL PRODUCTWMiTHIS U mm m 3A CL 13a F .1 CL T P62 Oty: 1 of f Sh S 1 4113022 00 am Steve Kirker 7336 Highland Loop,, Zephyrhills Bathroom2 new i identical NorthOne side and one South side ------------ - -17 - Steven Kirlier L 7336 Highland Loop 11 Highland Ff, 33541-4252 L�_ f4 C) R'lli LAAC 1) c� moo�jr-v�jtlk - 15 0 u-l-[4 wl luvo Lv 5,cp(,t-:U"s 12/29/2020, Florida Building Code Online FL # FL16812-R5o Application Type Revision Code Version 2020 Application Status Approved *Approved by DBPR, Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer Pella Corporation Address/Phone/Email 102 Main St, Pella, IA 50219 (641) 621-6096 pel)aproductapprovaI@pella.com Authorized Signature TROY FARR tbfarr@pella,com Technical Representative TROY FARR Address/Phone/Emall 18600 NE WILKES ROAD PORTLAND, OR 97230 (503) 405-9176 tbfarr@pelia.com Quality Assurance Representative Pat Bortscheller Address/Phone/Email 102 Main Street Pella, IA 50219 (641) 621-1000 PJBortscheller@pelia.com Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Window and Door Manufacturer Association Validated By Terrence E, Lunn, PE Referenced Standard and Year (of Standard) SlaadATA YAU AAMA/WDMA/CSA 101/1,S.2/A440-08 2008 AAMA/WDMA/CSA 101/l.S,2/A440-11 2011 Product Approval Method Date Submitted Method I Option A 11/02/2020 M1111 E110•I gi 1111 ",1 12/29/2020 Date Validated Date Pending FBC Approval Date Approved j 1 n Limits of Use Approved Approved outside HVHZ: Yes Impact Resistant: No Design • 1 11/03/2020 11/10/2020 Florida Building Dodo Online G' InstructionsInstallation ThirdVerified By: Warren W. Schaefer RE, 44135 Created by Independent Party: Yes ReportsEvaluation 1'. Rill i. . MtN- 2X4 WOM FRAME OR W" (Mot Ga. 3 & C=Om) NO, 10 S#4 OR WOOD SCREW 1 1/4' 3/4' MEN. IS GA, 33 KST METAL STUD NO. 10 GR, 5 SELF 1A�MLL SCREW I= 1/2- Mik Ile THK A36 STEEL NG10 GR. 5 SELF TAP DRILL SCREW FUU 1/2' LON. Ile THK 6063-TS ALUM, NO. 10 OR 5 SELF TAR/0RILL SCREW FULL 1/2' UN, C-90 CMU OR 25M PSI CONCRETE (2) 1/4- CMCRETE SCREW 1 1/4' r 2X4 WOOD FRAME OR BUCK (MIN, OR, 3 & G--0,55) NO. 10 SMS SCREW 1 1/4- 1/2- J-40L 18 GA. 33 KSi METAL STUD NO. 10 GR. 5 SELF 1APDRIH, SCREW FULL 1/2- -7/2- MW, Ile THK A36 STEEL NO. 10 M 5 SELF TAP/DRILL SCREW FULL MIN. 1/8' INK 6063-TS ALUM. NO, io m 5 SELF TAPIORILL SCREW FULL 1/2- 250D PSI CONCRETE (2) 3/16' CONCRETE SCREW 1 1/4' 2' MIN, 2X4 WOOD Ff� �OR WET (MWP GR, 3 & G=0,55) NO. 8 SIAS SCREW 1 3/8. 1 2, MIN, 2X4 WOOD FRAME OR SUCK (MIN, c4L 3 & C-0.55) 11 GA. ROOFING, NAIL 1 3/e 1/2' MIN, Ile THK A36 STEEL NO. 8 Ck 5 SELF TAP/DRILL SCREW FULL Ilr WIN. Ile THK 6063-TS ALUM. No. a GR. 5 SELF TAP/0fML SCREW Am 112" (1) FRAME AND INSTALLATION CLIP SCREWS SHALL BE A PAN OR HEX WAD SCREW. (2) CONCRETE SCREWS SMALL BE FLCO ULTRACONS (CS.), ELCO CRETE-FLEX ITIV RAMSET/RED MW TAPCONS (CS. OR S.S.) OR HILTI KVAK--CON 1; (C.S OR S.S,). (3) WHEN SCREWS ARE USED WnH THE NAIL FW. THEY MUST. BE A PAN HEAD OR WAFFLE WAD SCREW OR HAVE A FLAT WASHER AT THE SCREW WAD FIN FASTENER WIFTHIN 2"- OF CORNERS & 4 1/2- FRAME SCREWS WHERE SHOWN - "FRAME MAXO-C. WHEN JOB AT SIDES. SEE ANCHOR REQUIRED DESIGN REQUIREMENTS TABLE* ON THIS PRESSURE IS OVER +/-35 SHEET FOR REQUIREMENTS. PSF9' WAX. OC, WHEN (NOTE THAT WHEN JJO8 REQUIRED DESIGN PRESSURE M JOB REQUIRED DESIGN PRESSURE IS +/-35 PSF OVER +/-35 A FRAME fftlER OR. LESS. SEE 'FRAME MUST BE USED AT EACH FRAVIE ANCHOR REQUIREMENTS SCREW, SEE SHEET 5 FOR TABLE' ON THIS SHEET FOR REOWREMENTS, PART DETAIL) CLUSTER FIN FASTENERS ATJ MEETING RAIL ENDS SUCH THAT THERE ARE A TOTAL OF 5 POSMONED AS SHOWN. SEE FRAME ANCHOR REQUIREMENTS TABLE7 ON THIS SHEET FOR REQUIREMENTS. 4 FOR MAX. OVERALL E WIDTHSEE SIDE —BY —SIDE WINDOW SIZE/PRESSURE TABLE ON THIS SHEET --CLUSTER FIN FASTENER SCREWS AT MULLION ENDS SUCH THAT THERE ARE A TOTAL OF 3 POSITIONED AS SHOWN. SEE 'FRAME ANCHOR REQUIREMENTS TABLE' ON SHEET I FOR SCREW REQUIREMENTS. (NOTE THAT ROOFING NAILS ARE NOT APPLICABLE AT MULLION END // CLUSTERS) 01111111 %/.: FIN FASTENER WITHIN 2 OF CORNERS & jj CLUSTER FIN FASTENERS AT 4 1/2"MAX- O.C. WHEN JOB REQUIRED DESIGN hE ME ENDS SUCH THAT PRESSURE IS +/-35 PST: 9" mm, O.C. E ARE A TOTAL OF 5 WHEN JOB REQUIRED DESIGN PRESSURE IS +/35 ITIOED "FRAME AANN AS SHOWN. SEE CHOR REQUIREMENTS PSF OR LESS. SEE E ANCHOR REQUIREMENTS FABLE" ON SHEET 3 FOR TABLE" ON SHEET I FOR REQUIREMENTS M£PTS. BS ! EXTERIOR ELEVATION; 2DE-BY-�SIDE WINDOW (NAIL FIN MOUNT CONDITION) ALLOWABLE SIDE -BY -SIDE WINDOW . TABLE t i PRESSURES & CONDITIONS. SHOWN IN THIS DRAWING ARE GOVERNED. BY INSTALLATION REQUIREMENTS ONLY. THE GOVERNING CONDITIONS ON ANY SPECIFIC PRODUCT SHALL BE THE LESSER OF THOSE SPECIFIED IN THE PRODUCTS STATE APPROVAL OR THAT SHOWN IN THESE DRAWINGS. 48" MAX. FRAME WIDTH j %/ %/ j IQ(}. E: 3/4" = 3'—O' (NAIL FIN MOUNT CONDITION) ALLOWABLEDESIGN ORANSOM UNITS MY) —CLUSTER FIN FASTENER SCREWS AT MULLION ENDS K. SUCH THAT THERE ARE A 1 2` TOTAL OF 3 POSITIONED AS BE SHOWN. SEE "FRAME x ANCHOR REQUIREMENTS TABLE" ON SHEET i FOR x SCREW REQUIREMENTS. g (NOTE THAT ROOFING NAILS ARE NOT APPLICABLE AT MULLION END CLUSTERS) ---CLUSTER FIN FASTENERS AT MEETING RAIL ENDS SUCH THAT THERE ARE A TOTAL OF 5 POSITON£D AS 2" 'FRAME ° SHOWN. SEE z ANCHOR REQUIREMENTS �' TABLE' ON SHEET T FOR REQUIREMENTS,, P �w M --FIN FASTENER WITHIN 2" I Z OF ERS & z 9" MAX. O.C. SEE `FRAME o ANCHOR REQUIREMENTS TABLE" ON SHEET I FOR REQUIREMENTS. �. z 0 zm yr z 5�6 m > _ �z FOR MAX. OVERALL E WIDTH, SEE SIDE VY I SIZE/PRESSURE TABLE ONTHisHIS SHEET INDMDUAL WINDOW WIDTH INDWIDUAL WINDOW WIDTH INWDUAL WINDOW WIDTH 3' 3" 4" MAX. 13 1/4" I: 13 1/4` 13 1/4" 4"MAX. MAX. O.C. MAX. O.C. MAX. O.0 4" MAX. ✓i F E ERE SHO AT HEAD & ear J o � s$ F o vi 4' 12 1/4" MAX. Q.C. SIDES, SEE FRAME ANCHOR REQUIREMENTS TABLE' ON SHEET 1 FOR REQU MTS. (MOTE THAT YfiiEN JOB REQUIRED DE PRESSURE IS OVER -F/-35 A FRAME FILLER MUST BE USED AT EACH E , SEE SHEET 5 FOR PART DETAV-) INSTALLATION WHERE SHOWN AT SILL SEE *FRAME ANCHOR-REQUIR TABLE' ON SHEET T FOR REQUIR 5---^ ■.�, !! 7V It ! ..:, r li EMR!O ELEVATION: WINDOW C a �. MAN MS ��--------- 4$" tatAX- FRAME WIDTH 4 — a 3" /! zIL I-LLL FRAME SCREWS WHERE SHOWN AT SIDES. SEE 'FRAME ANCHOR REQUIREMENTS TABLE' ON SHEET 1 FOR REQUIREMENTS. t 6` � ® z ceZ:s" m IL T z z z 4' -� SINGLE WINDOW WMLLRAN50 j SCALE: 3/4' = 1 --G' (FRAME SCREW MOUNT 00NDfTION) ALLOWABLE DESIGN- PRESSURE M CTRANSW UNn MY) +-35 PSF v5i As s F FIN FASTENER ELCVAMN SEALANT BY OTHERS-\ BEHIND NAIL FIN SEALANT By OTHERS SUBSTRATE BY OTHERS PER FRAME ANCHOR REQUIREMENTS TABLE' MAX. llu �SEAL SPACE WITH LOW EXPANSION EXTERIOR FOAM AROUND PERIMETER OF WINDOW FRAME SECTION Al SCALE: 3/4 FULL 4 cl (NAIL FIN MOUNT) c SEAL SPACE WITH LOW EXPANSION FOAM AROUND PERIMETER OF WINDOW FRAME- SEALANT BY OTHERS SEA LANT BY OTHERS - BEHIND MAIL FIN FIN FASTENER PER-/ ELEVAPON SEC -BON BT SCALE: 3/4 FULL k,:!_/ (NAIL FIN MOUNT) FRAME SCREW---" PER ELEVATION SEALLANT BY NO - FRAME SCREW SUBSTRATE BY ELEVATION OTHERS PER SEALANT BY OTHERS — 'FRAME ANCHOR BEHIND FRAME FLANGE REQUIREMENTS TABLE" MAX. SHIM 1/4 T (AT EACH ANCHOR 0 SEALANT BY OTHERS SEAL SPACE WITH —PERIMETER LJ LOW EXPANSION FOAM AROUND FRAME FILLER OF WINDOW FRAME SECTION I—A2-\ SCALE 3/4 FULL \,±j (FRAME SCREW MOUNT CONDITION) mm � SUBSTRATE BY OTHERS PER FRAME ANCHOR n. REQUIREMENTS 1/ TABLE` 4- MAX, SHIM ATEACH ANCHOR 1/4® 'I !FRAMERILLER SEAL SPACE WITH ON EXPANSION LOW 4 FOAM AROU ND PERIMETER OF WINDOW FRAME ALTERNATE SECTION /,ON SCALE-- 1/2 FULL \,jj (FRAME SCREW MOUNT CONDITION WITH FLANCE) SEAL SPACE WITH LOW EXPANSION SHIM AS REO'D TO gv— FOAM AROUND T SUPPORT & ALIGN PERIMETER OF WI NDOW WINDOW FRAME mu� SEALkNT BYCUP OTHERS 1/4- MAX, SPACE 1/4- MAk SHJW AS REO'D TO MAX. 3116' SHIM SPACE SUPPORT & ALJGN THICK X 3' WINO(m LONG SHIM AT EACH CUP SUBSTRATE BY SUBSTRATE BY OTHERS INSTALLATION CUP SCREW PER OTHERS PER FRAME ANCHOR PER "FRAME ANCHOR 'FRAME ANCHOR REQUIREMENTS REQUIREMENTS REQUIREMENTS TABLE' TABLE- (2 PER CUP). TABLE' SE ON /,B-21 SCALE 3/4 FULL \,±,/ (INSTALLATION CLIP MOUNT CONDITION) 1/4' MAX, SPACE SUBSTRATE BY - OTHERS PER FRAME ANCHOR REQUIREMENTS TABLE' FIN FASTENER PER ELEVAI`I&N� SEAL SPACE WITH LOW EXPANSION FOAM AROUND PERIMETER OF WINDOW FRAME 0 =HERS By--- BEHIND MAIL FIN SEALANT BY OTHERS EXTERIOR SECTION ct SCALE-- 3/4 FULL (NAIL FIN MOUNT) 1/4- MAX- SHIM AT EACH ANCHOR SUBSTRATE SY-- OTHERS PER 'FRAME ANCHOR REQUIREMENTS TAM" FRAME SCREW -!,� PER ELEVATION SUBSTRATE BY OTHERS PER *FRAME ANCHOR REQUIREMENTS TABLE' e. FRAME SCREW PER ELEVATION & 'FRAME TGEFILR ANCHOR REQUIREMENTS TABLE. QMNAL DIRECI MOUNT DEM TO SUBSTRLY WITH SPACER (HEAD SECTION SHOWN; SIDES ARE INSTALLED THE SAME) (DIRECT MOONT CONDITION IS NOT APPLICABLE AT SILL) (FOR DETAIL NOT SIDON, SEE OTHER SECTIONS) FRAME HEIGHT — SEAL SPACE IMTH LOW EXPANSION FOAM AROUND PERIMETER OF WINDOW FRAME SEALANT BY OTHERS SEC11ON /-c2,\ —3/4 FULL 5 (FRAME SCREW MOUNT CONDITION) 0.604--4 1- 0,604--1 2.485 0.860 _L_ T0.059 0.059 MAME Ft offaLBAUGE (RIGID PVC) (RIGI) PVC) 1/4' MAX, SHIM AT EACH ANCHOR SUBSTRATE BY-, ' OTHERS PER FRAME ANCHOR REQUIREMENTS TABLE" FRAME SCREW - *. PER ELEVATION ` FRAME HEIGHT — —SEAL SPACE WITH LOW EXPANS40N FOAM AROUND PERIMETER OF WINDOW FRAME SEALANT BY - OTHERS BEHIND FRAME' FLANGE SEkLANT BY 2 1 OTHERS ALTERNATE SECPON gc2�, SCALE' 1/2 FULL 5 (FRAME SCREW MOUNT CONDITION WITH FLANGE) NONE m