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Home My WebLink About22-54755335 Eighth Street Zephyrhills, FIL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 1 III I I . U-1 Issue Date: 12/29/2022 accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.6. NO OCCUPANCY BEFORE C.O. 'Ile CONTRACTOR SIGNATURE PE IT OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 81-700-0020 City of Zephyrhills Permit Application Building Department Date Received Phone Conte t for Permitilra Owner's Name ° Caner Phone t�um er OwnersAddreJ1A11VcP81)A*1,'Ce'1 0 a ° Z , i ^F Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB DRESS � �t � � �'� � � t LOT # � 1 SUBDIVISION � � � � PARCEL 1 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW C0NSTR ADD/ALT SIGN DEMOLISH 11 INSTALL REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CCk3SRtCTI E3LOCf STEEL DESCRIPTION OF WORK ,.��e � BUILDING SIZE - m_..., ,. SQF00TAGE=HEIGHT BUILDING .E� VALUATION OF TOTAL CONSTRUCTION ELECTRICAL PLUMBING =MECHANICAL GAS FINISHED( FLOOR ELEVATIONS AMP SERVICE PROGRESS ENERGY W.R.E.C. S VALUATION OF MECHANICAL INSTALLATION ROOFING SPECIALTY = OTHER FLOOD ZONE AREA =YES NO COMPANY REGISTERED Y I N FEE i uRRi Address License # ELECTRICIE=== AN COMPANY SIGNATURE REGISTERED( Y f� �FERE� Y f N Address License # PLUMBER COMPANY SIGNATURE REGISTERED E�;;��F� h Y f N Address License # MECHANICAL COMPANY SIGNATURE REGISTEREDE;;;�� CURRE Y I N Address License OTHERE=== COMPANY SIGNATURE REGISTERED Y 1 N �FEECURR�E�� Address License # 1MNNINNM1I1ilINN1INN1Ni/NIiNNI1N1NMi11NIN11E11RNI111NNMi111i1NNN RESIDENTIAL Attach (2) Plot Plans, (2) sets of Building Plans; (1) set of Energy Farms; R-O-W Permit for new construction, Minimum tors (10) working days after submittal date. Required onsito, Construction Plans; Stormwater Plans wt Sift Fence installed, Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects COMMERCIAL Attach(2) complete sets of Building Flans 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 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 flans. ****PROPERTY SURVEY required for all NEW construction. Directions: Fill out applic€tion completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement is rewired, (AIC upgrades over 7500) — Agent (far the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING TIN (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage) Driveways -Not over Counter if on public moadways..needs ROW IMM"'i "Milli OWNER OR AGENT CONTRACTOR Subscribed and swom to (or affirmed) before me this Subscribed and swom to (or affirmed) before me this by by Who -is/are personally known to me or has/have produced Who is/are personally known to me or has/have produced -asidentification. -as identification. RM Commission No. Name of Notary typed, printed or stamped Name of Notary typed, printed or stamped Notary Public have read and fully understand and agree to the provisions of this instrument. reroofingThe undersigned states and affirms that he or she is desirous of constructing, renovating, adding to or or own domicile, or t leasedomicile, and same is not for rent, comply with the following conditions: WITNESS PERMIT I/Masterforms/OwnersAffidavit/No,vO7 TRINITY GLASS I N T E R N A T 1 0 N A L 33615 Ist Way S, Federal Way, WA 98003 GLAZED FIBERGLASS PATIO DOOR DOUBLE wl or w1out SIDELITEM GENERAL NOTES 1. This product evaluation draVing has been developed in compliance with the 7th Edition (2020) Florida Building Code (FBC) including the "High Velocity Hunicane Zone�'(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ", this product complies With Section 1626 of the FBC and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection, this product complies With FBC Sections 1609.1.2 & R301.2.1.2 and does not require an impact resistant covering. This product meets missile level "U'grad includes Wind Zone 4 as defined in ASTM E 1996 and FBC Sections 1609.1.2.2 & R301.2.1.2. 1. 5. For 2x stud framing construction, anchoring of these units shall e the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering I k,.,r ry H^cknc,=r4 ^r rmrvcf=xarq nri-Mime-f If any of the boxes are checked below, you need to address these issues before proceeding with your project or when your project is completed. City building permit: Always check with the city to see if a permit is necessary. Call DIG (811) if you are doing any ground work. Provide lot improvement committee with a copy of the city permit and drawings. V4When the project is completed, you final inspection. If there are any changes in your plans, a change form must be submitted before you can continue your project. If you have any questions or concerns about your project, please contact the lot improvement committee or the Board of Directors. LotApp-034-2019(2022) sojeffsomm FIBERGLASS YARN FIBERGLASS SKIN FIBERGLASS SKIN DETAIL w im , , r . . CCC u A DMiAlaD= TA Of r- I 21" MAX. D.L.O. 1TH 7,5" (T"YP,) A -A 10 ] / ' GLA,SS BITE EXTERIOR --- I" O.A. THK GLASS £ 513T TEMPERED GLASS AIR SPACE I /8'ANNEALED GLASS 0.09(Y" SAFLEX PV9 IRITERLA YER 1 /V' ANNEALED CLASS #Q 'j /( ST, STEEL SPACER X I _ I /5£� SELF -THREADING DING EW GLAZING INTERIOR, Pr, #8 X y g 9 SELF-THREADING SCREW EXTERIOR ffivAufflamm- #0 A #—€/0 SELF -THREADING DING SCREW INTERIOR I" O.A. THK GLASS I/ "ANNEALE S 0.099' SA LEX PVB 1 TE x m HORIZONTAL CROSS SECTION 6 B gm ma O�L CROSS SECTION (D!L 1309MMMUMM (6 mm TER �Al Cl V " _ Shown I Jxst 0 Zr-r- -'YV lWr)TP ') (0)7 EZIC tR3 S -V7h —D �ir ec —%Ct R T�H R_-7l CRaSSS (DHI_ Al aSIEC ShnRtoMary S�F�oMayIION SEE NOTE 2 Notes: 1. Siderite assembly screws located I Vrom each end (2 screws total along head & sill). INTERIOR M, MUM EN INTERION SEE NOTE (�7) z CJ: �7- Z LU ID 4as (Tyej 2" (TYP.) .. 4!_ UYP ( 2X BUCK (Pb (TyP9) MASONRY (TYP. xx CL MULLION — T (iYP,( 1 17 HEAD & JAMBS (P- ATTACH FRAME CORNERS C HEAD l ) #9 X 2" COURSE THREAD DRYWALL SCREWS TYP,) 3" TYP,) 6" {Typj EE ASTRAGAL m®°e LT DETAILS U{{ma�yy 1 X BUCK DIRECT TO MASONRY HEAD & JAMBS fTYP.) -T SIDELITE {� 4� DOOR 0 SILL K SEE ASTRAGALxx BOLT DETAILS MULLION �cl )TYP,) 3(Typ.) i (Typ) —� 4' (TYP,) YP,) EE ASTRAGAL BOLT DETAILS 2K BUCK BUCK DIRECT T SORRY HEAD JAMBS (TY.) nSIDELITE SEE TOE -NAIL DETAIL tg {TYF'.) )TYP,) ��.--. ) 1 0 0 ✓TM 0 0 BILL F MAIERIALS DESCRIPTION MATERIAL X BUCK >= .42 WOOD 2X:BUCK „(>=.42WOOD D E 1/4'MAX. SHIM SPACE 1 /4'} X -3X PFH DeWALT OR ITW CONCRETE SCREW MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING T 4 I 1 OR HOLLOW BLOCK CONFORMING TO ASTM90 STEED, CONCRETE F i L 1 4;4 X 3- PP PFH DeWALT OR ITW CONCRETE SCREW! I_l e X 3- /44 PFH ITW CONCRETE SCREW # 10 X S'PFH WOOD SCREW # 10 X 2- /Z'PFH WOODSCR .I S°` MIN a E a —STEEL STEEL STEEL STEEL 3/16! X 2-1/4'PFH ITW CONCRETESCREW STEEL 1 X X -1 /" FH DeWALT OR ITW CONCRETE SCREW STEEL X & 2XRNF R E EI = 0.55) TdroB WOOD comps 7-WEATHERSTRIP FOAL 9 #9 X 3X PFH WOOD SCREW STEED 10 #9 X I" FH WOOD SCREW STEEL I 12 4}} X 4}° HINGE LATCH STRIKE PLATE STEEL STEEL 13 1 DEADBOLT STRIKE PLATE UTSWING THRESHOLD STEEL ALUM/COMP 16 OUTSWINGSIIELITE ADAPTER Pvc 2 #3 X 2-1/244 PFH WOOD SCREW STEEL 27 40 #10 X 2,4 PFH SMS T R PANEL STEEL 50 SIDELITE PANEL 53 ALUMINUM ASTRAGAL ASTRAGAL STRIKEPLATE ALUM STEEL # X 1F6 L55 36 -- 4.56}` 7HRESHOLD H$ gh -am ts}„ Nc 1. Con t edge Z Conct