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HomeMy WebLinkAbout13-14244 � CITY OF ZEPHYRHILLS 5335-8T}i STREET (813)780-0020 1424 BUILDING PERMIT Permit Number: 14244 Address: 5136 17TH ST Permit Type: ACCESSORY BLDG. ZEPHYRHILLS, FL. Class of Work: SHED INSTALLATION Township: Range: Book: Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 11-26-210010-20200-0200 Improv. Cost: 900.00 Date Issued: 6/07/2013 Name: HABITAT FOR HUMANITY FOR ECPCI Total Fees: 60.00 Address: P O BOX 1268 Amount Paid: 60.00 SAN ANTONIO FL 33576-1268 Date Paid: 6/07/2013 Phone: (352)567-5143 Work Desc: INSTALLATION 8 X8 STORAGE BUILDING � _ � � � „_f , i, SHEATH� - FINAL (`�^ ' ` , - REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80(2)(c) when extra inspection trips are necessary due to any one of the following reasons: a)wrong address b)condemned work resulting from faulty construction c) repairs or con�ections not made when inspections called d)work not ready for inspection when called e) permit not posted on job site� plans not at job site g)work not accessible. 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 permits required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commenoement may result in your paying twice for improvements to your properly. if you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans, Specifications Must Accompany Application.All work shall be perFormed in accordance with Ci Codes and Ordinances. NO OCCUPANCY BEFO C.O. �1.� CONTRACTOR SI ATURE PERMIT OFFI R PERMIT PIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 0 w` � � ��.�� +�.'� Ci�� �!„a �� City of Zephyrhills BUILDING PLAN REVIEW COMMENTS J '/ // ontract omeowner: ' � �� � 4 _ �ate Received: ,�^�� ��-�--�� Site: �.��'�� ��'��� a Permit Type: � � �. � Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment sheet shall be kept with the permit andlor plans. � �' '`- ?��, .�� � �� Kalvin Switzer—P Examiner Date Contractor and/or Homeowner (Required when comments are present) 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received - _ �'l M ��� � � l ( � Phone Contact for Permtttin T T � Owner's Name � i� 'Pi4S�U C.Ex�l.l -' Owner Phone Number ?j�Z-'r'.9�o7-SI�13 Owner's Address �O�'gOyt.(q3� ��C� � 3 c�Z,(o-�q p�er Phone Number � � Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOBADDRESS �j��p ��� 5"r(zE[_� ZE (t}{��,L,S �L 335+.(-Z LOT# �iL1 L2.- SUBDIVISION PARCEL ID# (�-w Z(-�I�-7l�2C�U-02LX� C� (OBTAINED FR�OM pROPERTY TO TicE1 DEMOLISH WORK PROPOSE4 B NEw CoNSTR� ADD/ALT SIGN INSTALL REPAIR PROPOSED USE Q SFR Q COMM d OTHER S'7b gU(L I NG TYPE OF CONS7RUCTION Q BLOCK � FRAME � STEEL Q DESCRIPTION OF WORK .TN ST�1-L- ST�.f{�E $i.J!l..D t �1 C-s BUILDING SIZE $f x g� —1 SQ FOOTAGE �� HEIGHT $� BUILDING $ ��� VALUATION OF TOTAL CONSTRUCTION �ELECTRICAI $ AMP SERVICE � PROGRESS ENERGY � W.R.E.C. �PLUMBING $ ' ��� - / �/ OMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION � �GAS Q ROOFING Q SPECIALTY [� OTHER FINISHED FLOOR ELEVATI,QN3" FLOOD ZONE AREA QYES NO BUILDER ,� •L �6 LAR.K1 N QJt�1S�UC7-1 O 1� � COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address �O.�K 1�{71-I �ADE e I'T�/ 335Z6-14 y l.icense# '�� �Sy°) —� ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# �— —� PLUMBER COMPANY SIGNATURE RECaISTERED Y/ N FEE CURRE� Y/N Address License# MECHANICAL COMPANY SIGNATURE _ REGISTERED Y/ N FEE CURRE� Y/N Address License# �— � OTHER COMPANY SIGNATURE _ REGISTERED Y/ N FEE CURRE� Y/N Address License# 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 onslte,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities 8 1 dumpster;Site Work Permit for subdivislonsAarge projects COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new consUuction. 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 appiication completely. Owner 8 Contractor sign back of application,notarized if over E2500,a Notice of Commencement is required. (A/C upgrades over;7500) "" Agent(for the contractor)or Power of Attomey(for the owner)would be someone with nota�ized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs if shingles Sewers Service Upgrades A/C Fences(PIoUSurvey/Footage) Driveways-Not over Counter if on public roadways..needs ROW MO�I.J,tA.A/1�i �ra4�i�� A��y �� .�,�.r,. �� ...,is�q ,,nec'�4t ,' , �,�j ��� cax.. m�n� rh7� 11(?1C .�S uiM .q� MM110�kM .',a<a' t'�4.►CHl s ;r rrt,::� 37►ACl�?tIf?M /r�»C:� 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 �esponsibility for compliance with any applicable deed restrictions. UNLICEN�ED 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-�47- 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 appiication 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 invotve 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 °Fiorida 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 commenc:ed 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 �egulations 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 E�ginee�s-Seawalls, Docks, Navigable Waterways. - Department of Health & Rehabilitative ServiceslEnvironmental 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 canstruction, 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 prope�ties. 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 Iots less than one (1) acre which are elevated by flll, 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, ths\job is considered abandoned WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OMMENCE T MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF OU INT OBT N FINANCING, CONSULT WITH YO R LENDER OR AN A ORNEY BEFORE RECORDIN YO N E OF C MENCEMENT. FLORIDA JURA7(F.S. 1 7. _ OWNER OR AGHNT � CONT TOR { — Subscrlbe ( a rmed)before me th s, SUbscrlbed and s m to or tfl 5 � �r. 5_ 1�_� by *� �-lo-\� G P! Who is/are pers I e or has/have produc d Who is/are personally known to me or hasa�dentifi at ona as IdenBflcatlon. �-� J / 1 - ? f� ( � � i5"--i4otary Public `�-- `-�Jd-J Notary Public ~ , Commfsslon No. ������' Commisslon No. �n �� U� �' � �� (�r� v� ���������^-- �l-'�%r''-' � ���`��'�J Name of Notary typed,printed or stamped Name of Notary type r r stam e�� ����� BARBARA A.ALLISON ��y Public Notary Public State of Flori�i� StatA Of FlOride p. My'CCIMi�. .�4 My Cor►►tn. ExP.M#t'�28, 2014 Con�m��56 Comm.�1 OD�78�56 Pasco County Property Appraiser- Map http•,'/maps.pascogo�conl/maps/print.asp?im� mapdatai432175819. Pasco County, Florida Section 11, Township 26, Range 21, 0.4 miles E of Zephyrhills Prepared by the Office of Mike Welis, Pasco County Property Appraiser. Map Created on 4/8/2013 at 7.58:20 AM. ---------------- --------------------- oo�o � „ V a��o , = i ----------------- � oioa ' n�oo ----------- - -------tiizo------------ ----------------------- w � rn �2lVD AUEfVUE � 2ND AVENUE �� 9.� , -- ------------- ------------- -------------- -----------aoio-------- oo�i osoo -- ------------- F' ; - ---------------------- � � _ � -----------ao3o-------- oo�o � �' -------------- - rn --------0180------------ rn � � ooso ---------- ooso ---------------- -----------n��o------------ 14t`i ----------------------- a � onso ------------ � ' �1a0 G 0080 0081 ` 0090 ----------------------- � � � � Ot � -}/8/2013 7:58 AM � aa� � s � � � � � 0 N � � � < � �D � • � � � - � � �� D o0 � � � o rn � _, �°- `'� �.o0 a,' �'o0 V � � I I � � � Q � � � � a o N . � Q. D < � � � 0 WIND DESIGN PRESSURES IN PSF PER ASCE 7 -10 Wind Speeds of 139 MPH, RISK CATEGORY = II Wind Exposure Category C, Mean Roof Height Max. 30' Internal Pressure COMPONENT AND CLADDING Coefficient ROOF WALL ROOF OVERHANG Enclosed f.18 Partial Enc.f.55 31.4/ -39.4 33.7/ -44.0 —59.8 Open f.0 APPROVED PRODCUT LIST PRODUCT CATEGORY SUB CATEGORY MANUFACTURER STATE OF FL. APPROVAL # STRUCTURAL COMPONET H10, H2.5 SIMPSON FL 10456 STRUCTURAL COMPONET TP -15 SIMPSON FL 10852 STRUCTURAL COMPONET CS STRAP SIMPSON FL 10352 ROOFING ROOFING SOFFIT & FASCIA TRIM ASPHALT GAF SINGLES ALL #30 FELT ATLAS ROOFING SOFFIT AMERICAN CONSTRUCTION METALS 5" FASTENER START HERE 1" 5-5/e 5" EXPOSURE START HERE OF pR�vN�UN G w1N� D1R�C�10N HIP AND RIDGE SHINGLES — FIELD FABRICATED GAF FIBERGLASS - ASPHALT COMPOSITE SHINGLES 19/32 T -111 Siding 4' -0" 2' -0" —��— 2' -0" — T -111 fastened to trim w / #8X 1 " Screws 6 o.c. from back side 00 BACK SIDE FL 10124.1 FL 11915.1 FL 12019.1 UNDERLAYMENT SHOULD BE INSTALLED TO A POINT AT LEAST 24" BEYOND INTERIOR WALL LINE UNDERLAYMENT LAYCUT 2 ":12" AND ABOVE J GAF FIBERGLASS - ASPHALT COMPOSITE SHINGLES (3) Gate "T" Hinges 4 -1/4" X6" fastened w /(8) #10 Wood Screws in each hinge. (Typical each door) 1"X4" P.T, Trim and Diagonal Bracing. (T pica) both doors C Metal Hasp - w /Lock for security 4' -0" 2' -0" — ��-� -- 2t -0" 8' 2 P.T. SYP I f I j See "Roof Framing Plan" 00 it I { i 3/4" 4 Ply O I — P.T. Plywood DOOR DETAIL SCALE: 1/2 - 1'--0 Offset Trim boards 75" to form a self locking closesure. Grade From top 19/32 T -111 Siding FRONT SIDE Double 2 "X4" SYf Top Plate WOOD DECK ATE® OR LEATHERBACK® TECTION OVERLAPPED 2" DRIP EDGE WEATHER WATCH" or STORMGARD® Shown W /Option 1 Floor Framing QsT1 -1RU SECTICJN SCALE: 1/2" V-0 1/2" Anchor bolt © all 4 corners of shed on Plan w /2" Dia. Washer starting 6" from corner w /6" min. embedment. (1) #5 Rebar 00 Continuous 3000 PSI Fibermesh 8„ Concrete over clean, compacted fill. B1SECr10N_� SCALE: 1/2" �H � chor Location 3000 PSI Fibermesh Concrete Broom finish � e 4/0X6/8 Double Door (See Door Detail) B1 ,Roof Rafter mpson TP -15 (Or E ual) stapled w/5 #8X1-1/2 " ails in Rafter and 5 #8X1 -1/2" ails in Top Plate. -ypical of 6 along sidewalls) impson H2.5A (Or Equal) stalled at top and ottiom of wall Studs. Typical) 2" X 4" P.T. Floor Plate 1/2"0 X 3 Anchor CD shed as in Simpson H10 installed (or equal) per manuf. specs. Shown W /Option 1 Floor Framing QTHRU SECTION SCALE: 1/2" = 1' -0 Bolt to go thru r Plate. Anchor within )m cornors 3/8"0 X 6" Threaded Eye Bolt, Open eye to allow anchor, tighten eye bolt to put tension on anchor. S Id E D TI E DOWN U_E_ TAI L OPTION 1 e SCALE: 1/2" 1--0 !uminum Drip um Wrap Ai/aluminum soffit 32" GAF 11 Siding 20 S / 12 6� RAf�T_ER�SPAC,IN� l�F�AI_ SCALE: 1/2" �w 1' -0 Shed tie down locations when using option 1 "X4" 8' 2 P.T. SYP Ij Floor Joist (9 See "Roof Framing Plan" 1 it ii 3/4" 4 Ply O I P.T. Plywood v V) C v fastened to r Joist w / #8 X S ir N N (- i t ( Skids a. O x N © cc ® 8" a. c. all edges. Q Floor Joist fastened to Skids z U w /Simpson H -10 (or Equal) J 0 p� Ln installed per Manuf. specs. LrJ 0 � At the end joist use Simpson O Shown W /Option 1 Floor Framing QsT1 -1RU SECTICJN SCALE: 1/2" V-0 1/2" Anchor bolt © all 4 corners of shed on Plan w /2" Dia. Washer starting 6" from corner w /6" min. embedment. (1) #5 Rebar 00 Continuous 3000 PSI Fibermesh 8„ Concrete over clean, compacted fill. B1SECr10N_� SCALE: 1/2" �H � chor Location 3000 PSI Fibermesh Concrete Broom finish � e 4/0X6/8 Double Door (See Door Detail) B1 ,Roof Rafter mpson TP -15 (Or E ual) stapled w/5 #8X1-1/2 " ails in Rafter and 5 #8X1 -1/2" ails in Top Plate. -ypical of 6 along sidewalls) impson H2.5A (Or Equal) stalled at top and ottiom of wall Studs. Typical) 2" X 4" P.T. Floor Plate 1/2"0 X 3 Anchor CD shed as in Simpson H10 installed (or equal) per manuf. specs. Shown W /Option 1 Floor Framing QTHRU SECTION SCALE: 1/2" = 1' -0 Bolt to go thru r Plate. Anchor within )m cornors 3/8"0 X 6" Threaded Eye Bolt, Open eye to allow anchor, tighten eye bolt to put tension on anchor. S Id E D TI E DOWN U_E_ TAI L OPTION 1 e SCALE: 1/2" 1--0 !uminum Drip um Wrap Ai/aluminum soffit 32" GAF 11 Siding 20 S / 12 6� RAf�T_ER�SPAC,IN� l�F�AI_ SCALE: 1/2" �w 1' -0 Shed tie down locations when using option 1 "X4" 8' 2 P.T. SYP Ij Floor Joist (9 16" a. c. it ii 3/4" 4 Ply i 2 "X4 "Rafters �.� spaced not more than P.T. Plywood fastened to 4 "K4" P.T. SYP Joist w / #8 X 3" Skids 0 Deck Screws cc ® 8" a. c. all edges. Q Floor Joist fastened to Skids z U w /Simpson H -10 (or Equal) J 0 p� Ln installed per Manuf. specs. LrJ 0 � At the end joist use Simpson O M H2 -5A (or Equal) installed per LLJ Manuf. specs. U z0 MONOLITHIC CONCRETE SLABS OPTION 2 -- z.z SCALE: 1/4" 1' -0 -[1OOR FRAMING PLAN OPTION 1 SCALE: 1/4" = 1' - -0 25 year GAF 3 Tab Shingles over 30# Felt Underlayment. 1 /2" OSB board fastened �w /8d common nails 6" 0. C. Double 2 "X6" SYP w /1/2" plywood \ Filler Header. / Simpson CS Strapping w /(6) #8X1 -1/2" Nails 2 "X4" jack studs Shown W /Option 1 Floor Framing QTI-IRU _SECTION SCALE:e 1/2" 1 ' • -0 r 6" overhang 0 U) ROOF _PLAN_ SCALE, 1/4 " V-0 See "Rafter Spacing /Detail" LEFT SIDE 1 J ley �; I� ]1 IT � y �I lire )I11 II t�T�T Ili II f 4/0X6/8 i Double Door I I (See Door Detail) { I Shed tie down locations I when using option 1 { { I I -Iil I t i –i 17,7-----_7 - Shea rwalIs RIGHT SIDE FLOOR _P_LAN SCALE: 1/4" =� 1'®-0 SHED AREA — 54 SQ. FT. Lv V T I O N S FRONT c D w v�0 U_J Un cc yaMs ` Q 0 L� v v n i� 0 J �0 z 0 NII I \I w o �v o w L 0 0 N [ Lo UJ 0011,.- JLL UJ' LL cc z �. 0 LL CC U �1 �0 (/)®U. � () J IM a. 0 c CC UJ N LL WORK SHALL COMPLY Wrrfl ALI REVA]UNG CODES, FLORIDA BUIM '0 ODE, NATIONAL ELECTRIC CODE AN ITY OF ZEPHYMILLS ORDINANCES •�- V I t-' VV uATF li Ij it ii i 2 "X4 "Rafters �.� spaced not more than ROOF _PLAN_ SCALE, 1/4 " V-0 See "Rafter Spacing /Detail" LEFT SIDE 1 J ley �; I� ]1 IT � y �I lire )I11 II t�T�T Ili II f 4/0X6/8 i Double Door I I (See Door Detail) { I Shed tie down locations I when using option 1 { { I I -Iil I t i –i 17,7-----_7 - Shea rwalIs RIGHT SIDE FLOOR _P_LAN SCALE: 1/4" =� 1'®-0 SHED AREA — 54 SQ. FT. Lv V T I O N S FRONT c D w v�0 U_J Un cc yaMs ` Q 0 L� v v n i� 0 J �0 z 0 NII I \I w o �v o w L 0 0 N [ Lo UJ 0011,.- JLL UJ' LL cc z �. 0 LL CC U �1 �0 (/)®U. � () J IM a. 0 c CC UJ N LL WORK SHALL COMPLY Wrrfl ALI REVA]UNG CODES, FLORIDA BUIM '0 ODE, NATIONAL ELECTRIC CODE AN ITY OF ZEPHYMILLS ORDINANCES •�- V I t-' VV uATF Ln -.._ Q z U J 0 p� Ln LrJ 0 � U O M LLJ Lil o U z0 0 oo —J m U co E5 M 'J ~ U �Zw J O Q •w L) ~Q N � C7 Q 0 o w zQ� LU O � m _ :D y 9 ICY— z z 0z V QO H 2 U m O • U W W w 0 m n_ z z° m 0 m