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Home My WebLink About22-3908City of Zep,oymxummxs-18 5335Eighth Street Zephyrhi|ha.FL33542 Phone: (813)78O-O02O Issue Date: It Name: SIMON SPIVEY Permit Type: Add/Alter (Residential) Contractor: SIMON SPIVEY Class of Work: Add/Alter Residential I xddress2826 Lytton Hall Dr �INSTALLATION SCnw0N 30FTx27FTGo Building Plan Review Fee Building Valuation: $12.20O.00 Electrical Valuation: $nzm Mechanical Valuation: $o.00 Plumbing Valuation: $0.00 Total Valuation: $12.200l0 Total Fees: $151o0 Amount Paid $151.50 Date Paid: 5/16/2022 9:10:36AM $50.50 Building Permit Fee REUNSPECTkOM FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553 8B(2)he local government shall impose afee offour times the amount ofthe fee imposed for the initial inspection mr Mmstmm|mspectinn whichever is greatwr, for each subsequent re|na ctiw Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such aywater management, state agencies orfederal agencies. Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE 813-78U-0020 City of Zephyrhills Permit Appligatdn *aX813-7BO-0021 Building Department ;"' .1 Date Received Phone Contact for Permitting 1-4t, "Pbone Number -6 r (067 Owner's Name Owne Owner's Address k J 21-, WAI L-A Owner Phone Number Fee Simple Titleholder Name "S' iA, I ) � iE Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS LOT # SUBDIVISIONt PARCEL ID# (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADDIALT SIGN DEMOLISH INSTALL REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL n DESCRIPTION OF WORK BUILDING SIZE F� HEIGHT 4,SQ FOOTAGE [PAH) 7 J ,A Se, BUILDING Y=ELECTRICAL VALUATION OF TOTAL CONSTRUCTION AMP SERVICE PROGRESSENERGY W. R, E. C. 1$ =PLUMBING pqv� ka =MECHANICAL VALUATION OF MECHANICAL INSTALLATION koc =GAS ROOFING Ej SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY �F SIGNATURE REGISTERED E� Address ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/N FEE CURREN LLLN _J Address License # PLUMBER COMPANY I F_ SIGNATURE REGISTERED =N FEE CURREN Y/N Address i License # MECHANICAL COMPANY SIGNATURE REGISTERED N FEE CURREN Y/N Address License # OTHER CO Y SIGNATURE REGISTERED Y/N FEE CURREN E= Address PJA01 If License # tit Its Ilitit 111tilittlits 111111111111it 1111111111sli is I a 11*1 Ittit ftfff< RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans ' (1) set of Energy Forms, R-O-VV 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 onsfe, 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. (AJC 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 ■ a,t, =t IvolivilifEltim= 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. 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 1, 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'SIOWNER'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 W" 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. FLORIDA JURAT (FS. 1P 7.003 OWNER ORAGENT X.CONTRACTORr Su crib I t (�,r,affirmed) beforpfiie�t/h�,,, Slcri ands to (?r affirmed) befcFe thi I 'wo 0 r ;W 22 P Wh nown to me or has/have produced s 'PI W"re p n2 %1lmoyv6 to me or hasthave produced ej, as identification. , f ,,, a identifiGation. W Public I I" C7 "X, L 0,—, 5-' t,,K""� Notary Public I,rbt,W*- -- p� NameofN qR)MpPF1t6!'MMT)W --&1vW1 X� WN 12,2022 xIrires ffes?X Pires December 12, 2022 Bonded Thm Troy Fain Insurance 8010 385-7019 Bonded Thru Troy Fain Insurance Ub.365,7019 ALL WC), K SHAL[ PR, " i I C 0 D E �S, � L-, t, A UNG � �,3 ,j, i L C) AND THE CflLL ri-,,, , ORDINANC,',E.,,,--,, �-, 9 EON, U) 13 (le slyss wl EA dol ALUMINUM SPECIFICATIONS 1, ALUMINUM EXTRUS DNS SHALL BE 6D05 T5 ALLOY UNLESS OTHERWISE NOTED Dig lta l ly sig ned 2. A SELF MATING BEAM SECTIONS ARE TO 8E STITCHED WITH _� w - a G�. GUNpF �y Craig e #1 SCREWS b" FROM ENDS 3� 4 CENTER TO CANTER. m m Qq�. ��.ENSF. C # 10 SCREW 6" FROM ENDS & I2 CENTER TO CFNETER, THE w U No 601o2 Gunderson 3. MINIM UM NORMAL THICKNESS OF PROTECTOR PANELS cj� KICKPLATES) SHALL BE AN INDUSTRY STANDARD OF 0.024 INCHES. °�' =p srnrE of w Date; 4. VINYL AND ACRYLIC PANELS SHALL BE REMOVED WHEN w E o", h S a o i MATER AL BPH 8ER4 o �SS,BNALe ` 2022.02.02 sC° EN`EDS REED SCREEN UNLESS APPROVED BYFLORIDA ENGINEERING LLC _ _ 14:09:52-05'00' 6. 1"X2" & i'X3" NON STRUCTURAL MEMBERS MAY BE USED INTERCHANGEABLY. _ - if - 2X4 MAY BE EITHER "NOTE 36" (MAX.( O/H AT FRONT, 2591 OF LAST PANEL WIDTH U N ION ALONG SIDES, TYR. O rn 2"X'I" O'044' l',� OOn4 OR M S 1 M! I INN , NC11-5) 2"x4"x0_L)14"x0.100" Z Q o Zoo O a U ri rr p U W J Oc W Q .Z W - � HEADER HALL MOUNT _. 9-0, - rn s F ISO C J0 _ ,X2 Eu z0 Q -J"T(D ry� y N N ti X X g < 3" X 032" X 1LB 0 2X' COMPOSITE PANELS 2Y4 I— DJ 0 3003-1-1154 (D O (.0 M O DJ x 1/4"-1' SLOPE (MIN.} I DJ -� �. ._ w (FL .#7561-:1.R5) x _. t.L 2X3 X3 b - Z 1X2 2XR.050 LOGE BEAM X 1X2Li r r t. 2X3X 050 EDGE BEAM n - �- -- - 9" CANTILEVER EDGF. BEAM (PANEL_ LAYOUT MAY BE MIRRORED) a, 0 0 2X2 TYP. t `� 7..X2 T'YP. _ r 5 6-8- 0 358855�.....__ 6 8's _.. P-8- DESIGN DATE. 08/0412021 REVISION i. 02/022022 REVISIONS DATE SHEET. DRAWN BY TCP SCALE NTS 02 T v �o Digitally signed w�a ,s�so�, by Craig E�9 cttVS �E/e �/ �� F �a T -_ R 91 I navenmcu aeu �:: I ni i e -- )4 Ril S � Nn �,02 ' =' Gunderson f i JP IS.� ,.. "" e ti „ of Date: 2022.02.02 ,.... ., e a 14 09 56 05 00 _ c .i�.. r< �c5 l .. I.� IJ �F i ETC I1.. .i,... C .. ROOF PANEL ATTACHMENT - MASONRY ROOF PANEL ATTACHMENT - WOOD FRAME ice" i (� r SCALE N.T.S. SCALE: N.T.S. ROOF PANEL TO CARRIER BEAM C) _j Lo 60) CONNEC110N SCALE: N.T.S. c 0 — cL n w a _z o IV - MN U , 1 w 0 CID I NI Icnlglf3 m Q LL L .s 0, t —� �_ y z a�� s n ujd�"T(D -� ., IS� 1 U 3 _ IS DETAIL" ' -GIRT OR PURLIN TO BEAM, O OR POST DETAIL SCALE: NITS a- POSTNA O nS ,, POST TO CARRIER BEAM 2X3/ 2X4 COL. TO 2X3/ 2X4 EDGE BEAM CONNECTION — U CONNECTION SCALE: N.T.S. SCALE N.T.S.LLJ r O ty a ,. ., .. SIDE VIEW ,. .. W r= LU U c: )AI A',(, .,, I I :D w 3Cb., - FRpIVT. VIEW h � - - Q C DETAIL "B" - 2"x4" OR LARGER SELF MATING o ° UPRIGHT 10 DECK DETAILS SCALE: NITS ' _..... -. —�:. DESIGN DATE 08/04/2C21 ANCHORING UPRIGHT TO FOUNDATION NOTES REVISION + 021022022 1.-Ir PAVERS ARE PRESENT. CO _.PEKE ANCHORS SHAN PENETRAT_ N O FOOTING t / 4`MIN (T YP,I FOUNDATION PER PLAN 2_- WHEN FASTENING TO WOOD 'SE 1 /4' GA LV, LAG SCPEN IN LIEU O- CONC_ ANCHORS AND ENSURE REVIS GN2 'SA'I"e SHEiE1 2 4"MIN. PENETRATION INTO STRUCTURAL PA SING SE DEATH (TYP.) SECONDARY ANG FP DU,RED FOR 2V UPRIGHTS OR DOOR JAMBS. SCREEN ROOM END WALL DETAIL SCALE: N.T.S. DRAWN EY TCP .-[10 SCALE-. NTS DESIGN CRITERIA APPLICABLE CODES REGULATIONS & STANDARDS 1. THE 2020 FLORIDA BUILDING CODE SPECIFICALLY CHAPTER 16 STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM & CH 23 WOOD, 2- AA ASM 35 & SPEC IFICATIONS FOR ALUMINUM STRUCTURES, PART 1-A OF THE ALUMINUM DESIGN MANUAL PREPARED BY THE ALUM INUM ASSOCIATION, INC. WASHINGTON D.C. 2005 ED 3, ASCE 7-16 & SE17 4, NDS NATIONAL DESIGN SPECIFICATION FOR WOOD, 5. ACI318 CONCRETE. REFERENCE MANUAL. WIND LOADS 1. BUILDING OCCUPANCY CATEGORY, PARAGRAPH 1604.5 & TABLE 1604.5_ RISK CATEGORY 1. 2, BASIC WIND SPEED, TABLE 1609C, STATE OF FLORIDA DEBRIS REGION & BASIC WIND SPEED, PARAGRAPH 1609.3.1 & TABLE 1609.3.1 EQUIVALENT BASIC WIND SPEED: 130 MPH EXPOSURE CATEGORY, PARAGRAPH 1609.43: C 3. WIND LOADS PER FBC TABLE OG2 4 (MWFRS) VULT = 130 MPH & EXPOSURE = C FOR 20 X 20 X 0.013" MESH SCREEN HORIZONTAL PRESSURES ON WINDWARD SURFACES= 32 PST HORIZONTAL PRESSURES ON LEEWARD SURFACES = 26 PST VERTICAL PRESSURES ON SCREEN SURFACES= 9 ESE VERTCA, PRESSURES ON SOLID SURFACES = 27 PSF FOR 18 X. 14 X 0,013'' MESH SCREEN, APPLIED FACTOR = .88 FOR ALLOWABLE STRESS DESIGN, APPLIED FACTOR- A FOUNDATION DESIGN FOOTING SIZE EXISTING CONCRETE SLAB. NO ADDITIONAL FOOTING OR FOUNDATION SYSTEM IS REQUIRED BY THE PROPOSED CONSTRUCTION IF A MINIMUM 4"CONCRETE SLAB IS PROVIDED IN SOUND CONDITION FREE FROM STRUCTURAL CRACKING, SPALLING 8, OTHER DETERIORA' ON. EXISTING FOUNDATION/FOOTING UNDER CONCRETE SLAB MINIMUM 8"x8" W/ (1( #5 BAR TO BE VERIFIED BY CONTRACTOR. SEE TYPICAL FOOTING DETAILS FOR NEW FOOTING DESIGN MINIMUM REQUIREMENTS. MISCELLANEOUS 1. SCREENED ENCLOSURES CONTAINING SWIMMING POOLS SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS OF NBC R4501.17 RESOENTIA' SWIMMING BARRIER REQUIREMENTS. 2, ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A MANUFACTURED HOME, TRAILER HOME, OR PRE-FAB HOME. IF THE EXISTING STRUCTURE IS ONE OF THESE A SEPARATE 4TH WALL SUPPORT SYSTEM IS SO TO BE ENGINEERED SO THAT NO ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED HOME. FASTENER SPECIFICATIONS 1 . FASTENERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER ZINC PLATED. (CONCRETE ANCHORS ARE TO BE TAPCONS OR BETTER, INSTALLED TO MFG. SPECIFICATIONS) 2. IT IS THE OWNERS RESPONSIM TY TO MAINTAIN THE SCREENS, FASTENERS AND SCREENS TO MANUFACTURING SPECIFICATIONS. 3. WHERE WOOD DECK IS PRESENT USE 1 /4' X 3-1/2" GALV. LAG SCREWS IN LIEU OF MASONRY ANCHORS, UNLESS OTHERWISE SPECIFIED. 4, 1"X2" NON STRUCTURAL MEMBERS ATTACHEDTO HOST A. FOR MASONRY/CONCRETE APPLICATION USE GALVANIZED 1 /4" X 2-3/4" TAPCONS OR EQUAL AT 24" O.C, AND 6" FROM ENDS B. FOR WOOD APPLICATION USE # 14 X 2-3/4' WOOD SCREW AT 24' O.C. AND 6" FROM ENDS. C. FOR ALUMINUM APPLICATION USE #10 X 1-1/2' SMS OR TEE SCREW AT 24, O.C. AND 6' FROM ENDS D. WHERE I'X2' INSTALLED THROUGHOUT AN 'OPEN VIEW' SPACING SHALL BE REDUCED TO 18' O.C. AND 6' FROM ENDS RESPONS BILITIES 1. ALL SITE WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING CODES, LOCAL. ORDANANCES, AND THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES. 2_ FOR FASTENERS WHICH ARE NOT VISIBLE AFTER INSTALLATION, THE CONTRACTOR SHALT VERIFY AND ENSURE INSTALLATION HAS BHED IN ACCORDANCE WITH EEN ACCOMPLIS MANUFACTURERS SPECINCATIONS AND T ACCORDANCE WITH THE ATTACHED DETAILS, 3. FOR "PICTURE WINDOWMODIFICATION TO EXISTING SCREEN ENC_OSURES, ALL OTHER "EXISTING SCREEN ENCLOSURE" FEATURES ARE TO MEET THE TYPICAL DETAILS AS PROVIDED IN THESE DETAILS_ CONTRACTOR IS TO VERIFY & ASSURE EXISTING SCREEN ENCLOSURE IS STRUCTURALLY SOUND. 4. CONTRACTOR TO PROVIDE NOA'S & INSTALL ALL MATERIALS AS PER MANUFACTURER'S SPECIFICATIONS. S. INTEGRITY OF EXISTING/ HOST STRUCTURE SHALL NOT BE COMPROMISED WITH THE ATTACHMENT OF THE PROPOSED STRUCTURE. SHEET NO. DRAWING INDEX MEMBERS DIMENSIONS ALUMINUM MEM c 3 s o Digitally sigrred siol GENERAL NOTES 2x2L2 x ooNS - a �� ;GNS°F4so2 byCraigE m �P S/02 PLANS ELEVATIONS 2x3. 2'x3"x0050, �U m ca No. 6010? ',Gunder$on 2 x 4: 2'x4"x0.050' E - a _ S/03 DETAILS 2x5:2"x5"xo 50 v E -nre of �- Date: s� p A; - - -- -- OPEN BACK SECTIONS .°' N a m a s -F FF , OFr ' 2022.02.02 1 x2:1 2"x0.044" 'x3"x0 m E, S/GNAT E 1 x 3' 045" E - a 14:09:48-05'00' SNAP SECTIONS " - 2x2SNAP: 2"x2"x0.045" s — - 2 x 3 SNAP. 2" X3"x0.050" 2 x 4 SNAP: 2" x4"x0.045" SELF MATING (SMB) U O (V J r � 2 x 4 SMB: 2"xG'x0A44"x0.100" 2 x 5 SM B: 2" x5"x0050x0.100" /ry �— c) I- 2 x b SMB 2"xx b"0.050"x0.120" V Q 2 x 7 SMB: 2 M, X0.057 x0.120" - Z Q 4 2 x 8 SMB: 2 x8" 0.07 AN. 124' _ U 2 x 9 SMB: 2 x9"x0 082'x0. 124" N 0 c.� 6 2x 10 SMB: 2"x10 x0N92'"x0.398' W 00 �Lij_ 0 0 DETAIL W Q L'L z LIJ w<_j Q Q C)�/ 0 LL �- 0 0 J r a- L 0 ` z 0 G. LU Lti W U C6 RENDERING IS NOT TO SCALE & IS JUST A GENERALIZED DEPICTION OF THE TYPE OF STRUCTURE PROPOSED z J S K Y o PROPOSED SCREEN ROOM o Z a `< w SEE FOUNDATION PLAN SHEET-03 z DESIGN DATE. 08/042021 REVISION 1: PAOG2022 REVISION 2: DATE SHEET' DRAWN BY TCP SCALE NTS 01