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Home My WebLink About21-3309BAR-003309-2021 Issuii e Date: Permit T pe: Add/Alter Residential) 04 26 21 0120 00000 0700 6293 Bradford Woods Drive Name: STEVEN & ROSEANN TRAWICK Permit Type: Add/Alter (Residential) Contractor: HARTSHORN CUSTOM Class of Work: Add/Alter Residential CONTRACTING Address: 6293 Bradford Woods Dr Building Valuation: $4,908.00 ZEPHYRHILLS, FL 33542 Electrical Valuation: $1.00 Phone: Mechanical Valuation: $1.00 Plumbing Valuation: $1.00 Total Valuation: $4,911.00 Total Fees: $96.81 Amount Paid: $96.81 Date Paid: 1/12/2022 1:58:12PM .......... -1111 I I1141......D.. 1 12M"ffi1111 IN, 011 WON 1 1,110011100111" "1 0, Ell 2101 13 CONSTRUCT LANAI ON EXISTING DECK 21111.1=� I NOW I ---- I , Building Plan Review Fee $32.27 Building Permit Fee $64.54 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. Complete Plans, Speccations 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. CONTRACTOR SIGWATURE PE IT OFFICEV PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION I 1k M U INA GREADAV-0113 t1IPlL+ Y, 01 TE ..�� 12/29/2021 CE .- , LIABILITY CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVETHIS • . PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of policy,policies may requireendorsement A statement on this certificate does not confer rights to the certificate holder In lieu of such endorse!!!�9!(BL-_ PRODUCERAAJACT Schauer Group, Inc. #i o♦ • 1;- Jennifer Y:. INSURE _ AFFORDING s. •, INSURER A: Cincinnati Insurance Companies t, INSURED Homesite Insurance Company Great Day Improvements, LLC - DBA Hartshorn Custom Contracting INSURER c: Liber"Mutual Insurance Co. 8813 Venture Cove INSURER D: INSURER E: Tampa, FL 33637 INSURER F: • 1 e ll • l l 11 � THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS A X COMMEJJR.RCIAL GENERAL LIABILITY CLAIMS -MADE JOCCUR ENP9562653 1/1/2022 1/1J2023 EACH OCCURRENCE $ 1,000,000 DAMAGETORENTED EM a occurtencel 500,000 MED EXP An one pe son 10,000 GEN'L _ PERSONAL&_ADVINJURY 1,000,000 AGGREGATE LIMIT APPLIES PER: POLICY® jpa LOC OTHER: GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP/OP AGO 2,000,000 A AUTOMOBILE LIABILITY IANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS p AURTOS ONLY X AUTOS ONN Y ENP0562653 111/2022 1/1/2023 COMBINED SINGLE LIMIT $ 1,000,000 BODILY INJURY Per Person)$ BODILY INJURY Per accident BODILY $ Perr a demDAMAGE $ 4UMBELRLA LIAB XCESSLIABCLAIMS-MADE X OCCUR CXS-7558002-01 1/1/2022 1/1/2023 EACH OCCURRENCE $ 5,000,000 AGGREGATE $ 5,000,000 ED X RETENTION $ C WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN PROPRIETORMARTNER/EXECUTIVE WF.1%RrMEMN�) EXCLUDED? (ayIn tf yes, describe under DESCRIPTION OF OPERATIONS below NIA C7251-292550.012 1/1/2022 1/1/2023 X PTA pR E.L. EACH ACCIDENT _ - 1,000,000 _- E.L. DISEASE - EA EMPLOYE 1,000,000 E.L. DISEASE - POL GY LIMIT 11000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES ifiCORD 101, Additional Remarks Schedule, ma be attached If mares ce is re uiredl Workers Comp Covered States: AL AZ CO CT FL GA IA IL IN KS KY MA MD MI MN M6 NC NE NJ NV N�OK OI� PA SC TN TX UT VA WI and OH & WA Employers Liability City of Zephyrhills 5335 8th St. Zephyrhills, FL 33542 City of Zephyrhills Permit Application I IDS Fax-813-780-0021 Building Department f 2_ _- _',4) L I Phone 1�13 ) ��9 - Lld,9� r Owner'sName LStVtyl 3; -,l OI Owner Phone Number Owner's Address, brodroy-d N6013S DR, Owner Phone Number Fee Simple Titleholder Name Owner Phone Number r--------------------------------------------------------------- Fee Simple Titleholder Address JOB ADDRESS E A 3 6rOdPOrd NOOCA5 DO- LOT 0 r— ------------------------------------ n SUBDIVISION C1 k SP015(0 PARCELID# I �dO - 0 �00 0 0 �-O WORK PROPOSED NEW CONSTR r--1 ADD/ALT SIGN DEMOLISH B INSTALL REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL DESCRIPTION OF WORK LcrLCV1 Lon -A wam-., UnAr housc roor-' on Exi5J,rxi dcc BUILDING SIZE SO FOOTAGE HEIGHT' MBUILDING LiiE= =ELECTRICAL =PLUMBING =MECHANICAL =GAS ROOFING FINISHED FLOOR ELEVATIONS [::= VALUATION OF TOTAL CONSTRUCTION AMP SERVICE PROGRESS ENERGY W.R,E.C. VALUATION OF MECHANICAL INSTALLATION SPECIALTY = OTHER FLOOD ZONE AREA =YES NO BUILDER COMPANY Hay-4-hovo CuSfcry) Cw4yckc4air SIGNATURE REGISTERED Y N FEE CURREIN Y/N '�v7� ;; c 9 -2 11 License #E1=:== Address [e8 ;13 Ve 9Y)4ure, 9CCD v t Jb rn o rA ELECTRICIAN COMPANY E SIGNATURE REGISTERED �Y / N FEE �CURRENY / N�� Address License #E===== PLUMBER COMPANY E;� �F REN SIGNATURE REGISTERED EE CU�R Address License #E===== MECHANICAL COMPANY E SIGNATURE REGISTERED �FEE C�URREN Address License #E==:::= OTHER COMPANY �F EN SIGNATURE REGISTERED FEE CUR�R Address License # I I I I I I III I I I'll 1 111,11 1 1 1 1 1 1 1 1 1 1 1 1 1 1A I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I REsinENTIAL Attach (2) Plot Plans; (2) sets of Buildirg Plans, (I)set of Energy Forms; R-O-W Permit for new construction, Minimum ten (10) working days after submiftal'date. Required ohsite, Construction Plans, Stormwater Plans w/ Slit Fence Installed, Sanitary Facilities & I 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, Storm ter 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) Reroofs if shingles Sewers Service Upgrades A/C Fences (PloVSurvey/Footage) BOUNDARY & AS -BUILT SURVEY DESCIRIPTION, (AS FURNISHED) LOT 70, OAKS' OF PASCO AS RECORDED IN PLAT 8= 80, PAGE(S) 113-118. OP THE PUSUO RECORDS OF PA= COUNTY. FLORIDA. N PERMIT# ONROM276—ZO20 K ADDRESS! rlff"low =01153W FOR THE SENEfITAND EXCLUSM USE OF: TWA KxlT f1c OF INr- =Wa" am = cpromumg w 8mvm%WmmmnAm H 9 E3 a W 1x2 cu Y ffi6;4;J x 2x2 J 0) I o 2x4x,060 �, k aj x 2x2 X 'r CD Ln CD CU o Q Cu y M c CDQ cs> x x� OJ 4-> X.'r x iu YJ x >, c u +-> X" o'i »..F 1x2 1X2 0 CD X CU X cC7 d 2" SPACING (MIN)(TYP) (B) -1/4" 0 X 2" LAG SCREW INTO SECONDAR ANGLE (TYP EACH SIDE)] p p (SEE TABLE BELOW FO p QUANTITY) �p SECONDARY ANGLE (MIN 0.125" THICK) (4) #10 X 3/4" SMS FASTENING SECONDARY ANGLE TO COLUMN (TYP WOOD MEMBER 1/4" 0 X 3" LAG SCREW INTO PRIMARY ANGLE -AND @ 24" O.C. BETWEEN COLUMNS (TYP EACH SIDE) 1" X 2" BASE -MEMBER (TYP EACH SIDE) PRIMARY 2" X 2" X 0.125" ANGLE (2) #10 X 3/4" SMS FASTENING COLUMN TO PRIMARY ANGLE (TYP EACH SIDE) NOTES. EACH SIDE) L—Column 1. NUMBER OF LAG SCREWS IS EACH SIDE AND DOES NOT INCLUDE THE LAG SCREW INTO THE 1X2. 2. LAG SCREW DESIGNS ARE BASED ON AN ALLOWABLE WITHDRAWAL LOAD OF 410 LB, AND AN ALLOWABLE LATERAL LOAD OF 185 LB. FOR WOOD WITH SPECIFIC GRAVITY, G=0.55. 3. ALL LAG SCREWS SHALL BE FULLY INSTALLED INTO WOOD MEMBERS FOR THE ENTIRE LENGTH OF THE SCREW. (NOTE: CONNECTION SHALL BE USED FOR TOP & BOTTOM WHEN APPLICABLE) NOTES: OPTION #1 OPTION #2 1. OPEN BACK 1 "X2"X0.045"PERI METER MEMBER RECEIVING CHANNEL OR SHALL BE ATTACHED TO HOST STRUCTURE W/ 1/4"0 X (4)#10 x 1 &, SM ANGLE EA. SIDE (typ) INTO SCREW BOSSES 2-1/2" CONCRETE ANCHOR FOR CONCRETE (.0625" THICKNESS) CONNECTION OR 1/4"X 2-1/2" LAG SCREW FOR WOOD @ 6"FROM CORNER & @ 24" O.C. MAX. 2. CHAIR RAIL SHALL BE ATTACHED W. 0.062" INTERNAL a — — — — — — — — — OR EXTERNAL RECEIVING CHANNEL W/ (1) 1/4"0 X 2"X2" OR 2"X3° (2) #10x 3/4" SMS \_(typ) 2-1/2" CONCRETE ANCHOR FOR CONCRETE PURLIN OR GIRT EA. LEG) CONNECTION OR 1/4"0 X 2-1/2" LAG SCREW FOR WOOD (TOTAL 8 SCREWS EA. CONNECTION) TO HOST & (2) 1#10 X 3/4" SMS EA. LEG TO CHAIR RAIL. TABLE CHAIR RAIL CONNECTION PRIGHT 1/4" 0 CONDARY ANGLE MIN Concrete Screw (4) #10 X 3/4" SMS125" Column Anchor THICK (NOT Size FASTENING SECONDARYQUIRED FOR 2X3 B Min. Spa ANGLE TO COLUMN (TYPEMBER) 2x3 0 0" EACH SIDE) 2x4 2 RIMARY 2" X 2" JR 0.125" ANGLE (B) -3/8" 0 CONCRETE SCREW ) #10 X 3/4"SMS FASTENING ANCHOR INTO SECONDARY IOLUMN TO PRIMARY ANGLE ANGLE(TYP EACH SIDE) YP EACH SIDE) (SEE TABLE) X 2" BASE MEMBER YP EACH SIDE) ANCHOR SPA•MIN) (TYP) 1) -3/ 8" 0 CONCRETE SCREW ANCHOR INTO PRIMARY ANGLE AND @ 1/4" 0 CONCRETE 3" (MIN) SCREW ANCHOR @ 24" O.C. BETWEEN COLUMNS NOTES (TYP EACH SIDE) 1. MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING SHALL BE 2-3/4" AT AT ALL UPRIGHT LOCATIONS. ALL SCREW LENGTHS AT UPRIGHT CONNECTIONS SHALL BE OF SUFFICIENT LENGTH FOR REQUIRED EMBEDMENT INTO CONCRETE FOOTING WHEN A PAVER DECK IS PRESENT. 2. CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON ITW RED HEADO LOT 3/8" 0 STAINLESS STEEL CONCRETE SCREW. OTHER SIZE OR TYPE OF ANCHORS SHALL NOT BE USED. 3. 2X3W/1X2 CORNER POST SHALL REQUIRE SAME BASE CONNECTIONS AS 2X4 SHOWN, POST OR SMB CONCRETE BASE CONNECTION (NOTE: CONNECTION SHALL BE USED FOR TOP & BOTTOM WHEN APPLICABLE) HOST STRUCTURE 2X4XO.060 SNAP COLUMN TYP. CHAIR RAIL TYP. (SEE TABLE FOR THICKNESS) 1X2X0.045 PERIMETER MEMBER FOR SCREENING r7 (typ ALL SIDES) 8'-2" (max) SEE TABLE BELOW CENTER -TO -CENTER OR CENTER -TO -HOST CHAIR RAIL SIZE MAX LENGTH 2"X2"XO.045" HOLLOW 6'-6" 2"X2"XO.050" HOLLOW T-3" 2"X2"XO.055" HOLLOW T-10" 2"X3"XO.050" HOLLOW 8'-2" TYPICAL SCREEN WALL ELEVATION NUMBER OF PANELS MAY VARY MAX. SPACING OF COLUMNS SHALL BE MAINTAINED GENERAL NOTES: 1, THIS ENGINEERING SHALL ONLY BE USED FOR ATTACHMENTS TO ii 'CONCRETE OR i • i!! MEMBERS. �. STRUCTURE i SHALLBE ALL FOUR SIDES . ALUMINUMSCREEN WALLS. MEMBERS i ARE SECONDARY i AS DEFINED BY SECTIONti OF •' i BUILDING !D EDITION. 2. DESIGN CONFORMSO FLORIDA BUILDING CODEi • 3. ULTIMATE DESIGN E SPEED (3-SECOND GUST)- 135 MPH, EXPOSURE, , D SPEED= 04 4. EXPOSURE "C", DESIGN LOAD: WIND: WALL- 22 PSF W/ 0.88 FACTOF FOR `s i 0ALLOWABLE MULTIPLIED BY.06 FACTOR. 5RISK CATEGORY I IN ACCORDANCE W/ TABLE 1604.5 OF FBC 7th IN ACCORDANCE W/ SECTION 2002.3 OF THE FBC 7th EDITION, STRUCTURAL ALUMINUM SHALL HAVE A MIN. THICKNESS OF 0.040 7. FOR SMS (SHEET METAL SCREWS), THE MINIMUM SPACING SHALLB4 OTHERWISECENTER-TO-EDGE DISTANCE SHALL BE 1/2" UNLESS BEAMS)NOTED. SMB (SELF MATING ♦ ! • t t O.C. i DOOR LOCATIONS ARE NOT CRITICAL BUT SHALL BE PLACED BETWEEN OR ADJACENT TO COLUMNS. ff•R JAMBS SHALL• I HEREBY CERTIFY THAT 1 HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH AWf .7-16, & FBC 7TH E Nwo44 STATE OF ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER: 53608 Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER: 38654 Mark Ronald Dunn, Jr. P.E. FLORIDA LICENSE NUMBER: 73968 FLORIDA LICENSE NUMBER: 70667 Erik Stuart P.E. FLORIDA LICENSE NUMBER: 77605 FBC Plans & Engineering Services, Inc. 6272 Abbott Station Drive Unit 101 Zephyrhills, fl. 33542 Phone:(813)788-5314 Fax: 1-(866)-824-7894 Email: erb@fbcplans.com Wemate: www.fbcplans.com C.O.A. - ##29054 DATE: 12-28-2020 DRAWN BY: DRAYTON REVISION: DATE: RO 1 12-28-20 RO 2 RO 3 PROJECT ADDRESS: CONTRACTOR: HARTSHORN CUSTOM CONT. 8813 VENTURE COVE TAMPA, FL 33637 www.hcccscreens.com INSTR# 2®2122325 OR BK '0463 PG3078 Page 1 of 1 10/20/2021 12:28 PM Rcpt: 2366647 Rec: 10.00 IDS: 0.00 IT: 0.00 Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller a 1 o Permit No. pzcdQ NO_ - - Zt�, ^ 1 - G f 2c• . , � ?Gam' NOTICE OF COMMENCEMENT 9 QUTJ of THE UNDERSIGNED heraby gives melba that Improvement wN be made to ceamtn real pop". and In accordance with Chapter 713, Florkla statutes, the folloaMg idormallon hipmAdeed In this North d Cwnmerm t. ancrtp3or of A VW. PnW lemon inn otrar tnfam�3an o lassos antahttcbbtt 013tta G9ss emt>,id iw fmpnattrnQ a '�... r r _ 1 i i � � A• LJ[^ as 2 r inEereat to Property. i00% Name of Fee sample TGeholdw.. (itdiN' MtUanOwner listed above) Address (sty state 4. ContmotoG 8813 Ve(t,( a Cove Tarnoa . L— Addrses City state Corsrae tots Telephone No.: 8 62(I 0931 S. slo . Nmna Address civ Amount of Berm: 5 Telephone No.: state 6. Gander. Name Addrasa City State Gander' Telephone No- 7. Persona wahat the Sty of Rodda designated by the owner upon wont n odcas or other doasnanto my be Sewed as provided by sectiot713.13(1)(a)(7), daodda standas: Name I address TalephoneNumber oP DeelgraW Persorr. 8. In addillort to himself, the owner doslgnates of - to receive a copy of the Usnaft Notice as proMed in Section 713A3(1)ft Fimida statutes. Telephone, Number of Person or Engty Destruded by Owner: 9. ENS data of Norra of Conmanosrmaft (the a *vdlon date may not be balers ms Completion of Consiructlon send OW payment to the owmactor, but w0 be one year from the date of reowang uNeas a dit,*M date N spedfkdr nMeriuluca To awNFJI: ANY PAYMENTS MADE BY THE OWNER AFTER THE EMRATION OF THE NOTICE OF COMMENCEMENT Under penalty of perdray I deeiare lbatI terra Bead tie *ageing naUce of vAthat 6m facts stated a am"to the best ofmykvAadgaendbew �. r 9d4 Y Qr`P1X9 Ovapr of Ceases, or Ownteu'a or testes a Ofilooan nenfManager $1 P CUl v4ps � �y_ .• • v.'cn o .. v 11%0 Q `•p��`yed thtu �$; • 0 wpdeWbWro#c=nmsnc0WdjX053048 Hartshom Custom Contractin] "Picture perfect every time" 8813 Venture Cove • Tampa, FL 33637 Phone: (813)620-0931 & Fax: (813) 626-5075 * http://www.hccscreens.com 1, Scotty Lee Leach, Contractor license holder for Hartshorn. • • (CRC058582), Authorize the following individuals to act on my behalf to sign, pickup and drop off documents, while conducting activities related to • permits. Thank you, Scott L. Leach V.P. Production Hartshorn Custom Contracting 9 ME AN EVANS Notary Public -State Of Florida Commission # NH 32501 My Commission Expires August 16, 2024 WORM M-