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HomeMy WebLinkAbout19-20860 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 20860 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 20860 Address: 3509 MALACHITE DR Permit Type: ACCESSORY BLDG. ZEPHYRHILLS, FL. Class of Work: CARPORT Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: EMERALD POINTE RV RESORT Est. Value: Parcel Number: 24-26-21-0040-00000-1510 Improv. Cost: 1,900.00 OWNER INFORMATION Date Issued: 2/25/2019 Name: ETHIER, BERNARD & PATRICIA Total Fees: 142.50 Address: 39644 AMETHYST WAY Amount Paid: 142.50 ZEPHYRHILLS FL 33540-7443 Date Paid: 2/25/2019 Phone: 813-779-3540 Work Desc: EXTENSION CARPORT 12 X 19 TO EXISTING W/ELECTRIC CONTRACTORS APPLICATION FEES HOMEOWNER BUILDING FEE 75.00 HOMEOWNER ELECTRICAL FEE 67.50 W 1 ` 2 FRAME Ins ections Required SHEATHING FINAL 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 such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe 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 commencement may result in your paying twice for improvements to your property. 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 City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. je--�7 F 19a COKTKACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER • I City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: Date Received: Site: 3 S (Gi Permit Type: Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: ❑ This comment sheet shall be ept-with the permit and/or plans. FEB 2,0 toil Kal itzer—Plans Examiner Date Contractor and/or Homeowner (Required when comments are present) _ EME D , i Name Lot# LOT:IMPROVEMENT PERMIT # L/001 EMERALD POINTE BOARD OF DIRECTORS , • 1 APPROVED B : DATE: PROPERTY EVALUATION COMMITTEE APPROVED BY: A A ATE: EXPIRATION DATE: INSPECTION BY: - . ..DATE: FINAL INSPECTION BY: DATE: i PLEASE RETURN TO LOT-IMPROVEMENT COMMITTEERA- L Or. ot_Improvement-Ldoc_11!?4/2414 tt` f i L , �` � �✓" (i {,S�* rip'-,� - �'y. ,' x-....�.� __ ._ I ��,�,f1'S'%�r �,r�"'F'�,`4: d•.ff.�if� �p�.(,'�f•a���t�,l-,tQ _ .F`4.,F_-..- _-..<.,..a, •—, j'i� ,.# t.�+-�P�'.�'.a.�,, A9?A� �t'Jr jit�i�:.;"�r�1:46"+ !�i�1+`t" � ' " ze ,p All lot improvement requests must be submitted no later than Wednesday by 2:00 to be processed on the following committee meeting day. All permits must be posted visible to the street. Date Recd / / LOT IMPROVEMENT REQUEST Permit No-Lb To: EPPOA Lot Improvement Committee & Board of Directors From (please print r&;AIf Lot#/Address: 7-41" �R Phone number where you can be .reached: p/ ' 7 7f g5116 We request EPPOA approval for construction,faddition to our installation on the following: ( ) Shed ( )Lanai K RV Port ( )Park Model Cottage ( )Concrete Slab- ( ) Pavers ( ) Concrete Painting ( ) RV Skirting ( ) Landscaping ( )Pet enclosure ( ) other All requests;.,forconstruction/addtonsyremodeing:_^arezegnr®d=,to"="Kave=a compl®ter, llietsiled%aketch;�to include ufootprint;Rsetbacks,;:fronta elevation;z back elevation,:left_.,6„ right side elevata.oA_:and_top; el®yaYa on A11-®levatioas mast include :all=s zes.a id _-- lo'cati 'one::of'windows.:aiid"rigors;;;_with'"leng£h; width}"and height^of;-.the;overall.structure:o Park models are to include pamp ii t with pictures. In addition, all requests require and must include the full description, including color of siding, trim, shutters, doors, pavers and concrete painting if applicable. "PRIOR TO BEGINNING CONSTRUCTION" a copy of the Zephyrhills building permit and a copy of the completed engineering plans must be RETURNED to the "LOT IMPROVEMENT COMMITTEE", these will be returned to you for construction. Upon completion of your construction a complete copy of the engineering drawings of the structure, (as built) permits, inspections and final permit approvals must be returned to the Emerald Pointe Lot Improvement Committee for Office filing. Pet enclosure must follow guidelines for size, height and location. { ALL REQUESTS MIDST COMPLY WITH CURRENT REQUIRED PERMITS FROM THE CITY OF ZEPHYRHILLS, PASCO COUNTY, OR STATE OF FLORIDA CURRENT BUILDING CODES. Comments: tok rZAI - je 4s7i•b r, ra TAM gfk.07— A(rL e 1A t, , itAlp4 I" ii Lot Owner's Signature Date _/�_/ ' :i is 'I Page 2 of 5 i i 813-780-0020 City of Zephyrhills Permit Application Fax- 0021 Building Department --�~��, , 7 Date Received Phone Contact for Permitt' g rrrrrrrrrrrrr3=...... ....... .............vill.,............ -1711-M Owner's Name Owner's Address Owner Phone Number Epp fO/i-/-4 3:3-S, Owner Phone Number 9/s V,7 f3S-9t6 JOB ADDRESS _-3S 0 L A-(:; 14'1 LOT# SUBDIVISION PARCELID#1 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR e ADD/ALT SIGN DEMOLISH e INSTALL REPAIR PROPOSED USE SFR Q COMM OTHER TYPE OF CONSTRUCTION BLOCK Q FRAME STEEL DESCRIPTION OF WO,RW- BUILDING SIZE j fix. SO FOOTAGE HEIGHT [_..�L!J �BUILDING VALUATION OF TOTAL CONSTRUCTION ELECTRICAL $ AMP SERVICE/opA) DUKE ENERGY W.R.E.C. 4. All =PLUMBING $ =MECHANICAL 1$ VALUATION OF MECHANICAL INSTALLATION =GAS Q ROOFING Q SPECIALTY OTHER FINISHED FLOOR ELEVATIONS 7 FLOOD ZONE AREA =YES NO 0 BUILDER CCOMPANY U-> c' SIGNATURE REGISTERED Y/ N_J FEE CURREN Address License# F_ ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Lyl N J Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# MECHANICAL COMPANY L_ SIGNATURE REGISTERED Y/ N FEE CURREN Address License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN LKLN_j Address License# HHHH! 1HHHHHHHH 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 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 Buildin'g 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 w/Silt Fence installed, Sanitary Facilities&I dump§ter.Site Work Permit for allnew projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ****PROPERTY SURVEY requked for all NEW construction. 414 11 i I i I I I I Directions: = ns: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice,of Com encement.is rpqyl F,14 INCupgrades over$7500) Agent(for the contractor)or Power of?-Aft6rrf&)7,(for.the.own634ould be someone with notarized 10q�,�rqm•owner authorizing same OVER THE COUNTER PERMITTING p.y' o con iacfzredu.Ired Reroofs if shingles Sewers `S I ii"g,fa",6.s,,-;, (PlottSurvey/Fo6tage) �t­�'ii�� on public roadways..nee s ROW Driveways-Not over Coun r1fi­ / NOTICE OF DEED RESTRICTIONS: Theundersigned understands that this permitmay'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 hirled 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 TRANSPORTATION that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new 6uildings, 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 iderl I tified 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 prio(to;iJermit issuance in accordance with applicable Pasco County or 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 ilaw—Homeowner's Protection Guide" prepared by,the�Florlda Department of Agriculture and Consumer Affairs. If the a plicant is someone other than the "owner", I certify that I have obtained a copy of the above described document and prom ise in good faith to deliver it to the"owner"prior to commencement. CONTRACTOR'S/OWNER'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 develop lent. 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 oflall laws regulating construction, County and City codes, zoning regulations, -and land development regulations in the jurisdiction. I also certify that I understand that the regul'ations of other government agencies may apply to the intended 1work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but-ar,e 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 - Army Corps ofEnginmera'SaavmaUa Docks, NoviQob|oVVmt�nx�ym ' ' ' ' i - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, VVa r Treatment, Septic Tanks. ' - U8 Environmental Protection Agency-Asbestos abatement. - Federal Aviation 4uth h Runxvaye. lunderstand that the following restrictions apply bn the use offill: . . - 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 addressing a ''oompenseUng volume" will be submitted ot time of permitting which is prepared by professional engineer licensed bv the State ofFlorida, I - If the fill material is to be used in Flood Zone ^A" in connection with a permitted building using obam vvaU 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, | certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent pnoperties, the owner may cited for violating the conditions of the building permit issued under the attached permit application, for lots |eoo than one M) � . . acre which are elevated by fill, an engineered drainage plan iorequired. i If| omthe 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. | understand that oeponaWa permit may be naq'uinad Ifor electrical work, p|unnbinQ, aignm, vvmUa, poo|o, air conditioning, gao, or other installations not specifically included in the application. /\ unlesspermit 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 ' -the work authorized by such permit is commenced within _six monthsof permitissuance,— 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 considere� abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYopwxp nwanuE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU onnuENm^TO OBTAIN FINANCING, CONSULT ' WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. _ OWNER OR AGENT CONTRACTOR41 SubTri)ed and swoptolor affirmed)berfe 1 his 9.ub ribp nd sw F`(or affirmed)be-fore me this VVhb is/are pdrsoneilly kn-, t me or H-as/ha-ve produced— Who,js/are persqnai�know_n to—me or has/have producedl as identification. s"Q identification.1 Notary Public Dvezo, Luz- &1�1� Notary Public CWi6&&0.— commis 10 JACQUEUNE BOGIES is Name of Name J0fNo 07p, ,W*_ W1W0&WW1I2 2022 57 JEt, KF Sheds and Carports Plan Review Comments 1) All property markers shall be fully exposed at time of inspection.. (RED TAG IF NOT MARKED) 2) All sheds shall be installed and anchored per manufactures specifications. (RED TAG IF NOT ANCHORED PER PLAN) 3) All set-backs shall be met. 4) Shall not be installed in easements. 5) Shall be set in the rear or side yards.. 6) Only 2 accessory buildings_ per parcel. 7) Sheds shall not be rented or inhabited. 8) Must meet follovv all conditions of orclinance780=01 9) N61accessory building shall be larger than 300 sq ft without site-plan approval 10) Not to exceed 16' in height at peak. 11) No other work shall,be permitted (framing; plumbing, electrical and mechanical),unless otherwise specified. 12) Accessory buildings in residential zones that exceed 150 sq ft shall be constructed of masonry, wood frame, aluminum or vinyl. Aluminum and vinyl shall be residential grade and be consistent with existing architecture of the principle building and adjacent properties. 13) Fence shall not encroach neighbor's,private property or tight-.of way: 14) Fence shall be,no taller than 6 feet in the rear and sides of home. :4 feet from the front of home. '15)Good side of fence shall face out. DISCLOSURE STATEMENT FOR OWNER CITY OF ZEPHYRHILLS BUILDING DEPARTMENT I, dg P, I/AA- s ACrA a-4 have read and fully understand and agree to the provisions of this instrument. , The undersigned states and affirms that he or she is desirous of constructing, renovating, adding to or reroofing his or her own domicile, that he or she actually occupies, or will occupy byaMed N domicile, and same is not for rent, lease or sale. That he or she shall c ply with the following conditions: 1.,4 That the owner and he or she alone shall act as the builder for all phases of "t construction. 2. That the owner will comply with all provisions of the City of Zephyrhills ordinances and codes pertinent. to the building. 3. That in the event various phases of construction are subcontracted, he will engage only.properly licensed subcontractors and will personally supervise such work. 4. That in the event the Building Inspector shall require corrections to be made, the, owner will assume full responsibility to insure they are made, and upon completion will call for a reinspection before proceeding with the building. 5. That the owner shall assume full responsibility for the construction and will not expect supervision of his work from the City of Zephyrhills Building Department. 6. That prior to final inspection any additional fees, including reinspection fees, must be paid in full. A written request from this office shall constitute an official notice to pay additional fees. 7. That the owner shall comply with all City, State and Federal laws in regard to social security, workman's compensation, lien laws, etc. , where applicable. 8. That the owner shall comply with all the safety codes issued by the Florida Industrial Commission. 9. State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor with certain restrictions even though you do not have a license. You must provide direct onsite supervision of the construction yourself. You may build or improve a one-family or two-family residence or a farm outbuilding. You may also build or improve a commercial building, provided your costs do not exceed $75,000. The building or residence must be for your own use or occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or substantially improved yourself within 1 year after the construction is complete, the law will presume that you built or substantially improved if for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the7 responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. OWNER'S SIGNATURE DATE 7 2 ADDRESS /,�Sr�i/��-�i k'iT a �/s�c.Ti I! 7/-,- PHONE .913 7 79 -4,rayLS WITNESS PERMIT # I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10 AND FBC 6TH EDITION RESIDENTIAL AND EXISTING BUILDING • EXISTING i ,p , jA ••�g BATH/LAUNDRY '}� ••,•�L©1 '�'�•••4 Oe o j ROOM I ��� �►@561p�{Aii?�•( 1+ �I�tAL j I E RD: David W. Smith P.E. FLORIDA LICENSE NUMBER:53608 I I EXISTING ALUM.WALLS i Thomas L. Hanson P.E. AND WINDOWS TO BE 2x6 WOOD FRAME WALL, REMOVED. I 16"O.C.,w/VINYL SIDING FLORIDA LICENSE NUMBER:38654 F PROPOSED EXIST.2x10 EXISTING 2x10 EXIST.END BEAM RIDGE SMB EXISTING 3"x12"ALUM Mark Ronald Dunn,Jr. P.E. w I STORAGE EDGE SMB RISER PAN ROOF CABANA I - FLORIDA LICENSE NUMBER:73968 M j _= -- ----------------------------- Joel Fa lardeau P.E. EXISTING PROPOSED x x -- ------------- ,, I FLORIDA LICENSE NUMBER:70667 j m w MOTOR PORT I II STORAGE/CABANA I, DBL 2x10 HEADER OVER w asI I WINDOWS FOR FUTURE c7 w it EXTENSION g'WIDE DOORS Erik Stuart P.E. I FLORIDA LICENSE NUMBER:77605 X - F 0 O o I►--------------- --+� EXISTING FBC Plans &Engineering z x E4 ! E- I H MOTOR PORT '; Services,Inc. o I II24x36 6272 Abbott Station Drive Unit 101 M w j w w Zephyrhills,IL 33542 cn m Phone:(813)788-5314 I I II I Fax:1-(866)-824-7894 M Website:www.fbcplans.com I I PROPOSED I � I� I I� c.o.A.-#29054 STORAGE/CABANA I DATE:01/25/2010 o EXTENSION °" DRAWN BY: MARK DUNN SR f5 I REVISION: DATE: I I I EXIST.4"CONC. 12'-0"- -14'-0" j SLAB&FOOTER RO 1 RO 2 RO3 FRONT ELEVATION RO 4 I I EXIST.END BEAM JOB NAME&ADDRESS: 24x36 24x36 ETHIER I EMERALD POINTE MHP I 3509 MALACHITE DR _.._..-.._..-.._.._.._.._. _........-..-.._.._.._.._.._ .J ZEPHYRHILLS,FL 33540 EXISTING 3"x12"ALUM- 12'-0" RISER PAN ROOF CONTRACTOR: HOMEOWNER PLAN VIEW PLANS & ELEVATIONS SHT1OF2 I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10 AND FBC 6TH EDITION RESIDENTIALAND EXISTING #10X3/4"TEK SCREW AND BUILDI,`�, 1-1/40 NEO-PRENE WASHER EXIST.3'x12"ALUM. 4 PER PAN AT ALL BEAMS ••rr•••r••• RISER PAN ROOF AND 8"O.C.AT RAKE 'i Q•• ' PRODUCT APPROVAL CODE CHART STRUCTURAL COMPONENTS r �" y� -- SIMPSON SP1/SP2 FL10456 • n EXISTING 2X10 SM8 ALL WOOD STUDS SIMPSON H4/H2.5T FL10456 • o SIMPSON H10A FL11478 STATE OF a •� 1/2"PLYWOOD SCREWED TO AND BLOCKING FOR SIMPSON DSP FL10456 's. 2X6 WOOD TOP PLATE SIMPSON SPH FL10456 ya o ep ©R►! •• �``�` 0� EXISTING ALUMINUM BEAM •• FOR PLYWOOD NAILER WALLS SHALL BE 2X6 ISIMPSONABUIABWFL10M9 #10X 1-1/2'TEK SCREW SIMPSON LSTA/MSTA FL10852 16"O.C.,2 ROWS FASTEN 2X6 WOOD TOP I SIMPSON CS16 FL10852 EN Smith PLIUM BEAM 1/2"P.T.PLYWOOD SHEATHING W/q 0X2-1TE TO 1//2'MTEKSCREW ALL CONNECTORS AND FASTENERS IN David W. Smith P.E. FINISH W/VINYL SIDING OF a 16"O.C. 'S CONTACT W/TREATED WOOD SHALL BE CHOICE PER MFGR SPECS. 2X6 WOOD STUDS ZINC COATED GALVANIZED STEEL OR FLORIDA LICENSE NUMBER:53608 16"O.C. SIMPSON'ZMAX' FRAME WALL ATTACHMENT Thomas L. Hanson P.E. UNDER EXISTING ALUMINUM BEAM FLORIDA LICENSE NUMBER:38654 Mark Ronald Dunn,Jr. P.E. SP2 OR H2.ST FLORIDA LICENSE NUMBER:73968 FASTEN ALUM. RISER PAN ROOF TO TOP PLATE WITH #12 X 1-1/2' SMS WITH NOTE, VINYL SIDING MUST BE Joel Falardeau P.E. 3/4'4 PAN WASHER, 4 PER PAN @ ENDS INSTALLED OVER A MINIMUM 7/16' AND 8' D.C. AT RAKE WITH 1-1/2' EMBEDMENT WOOD STRUCTURAL PANEL SHEATHING FLORIDA LICENSE NUMBER:70667 (PLYWOOD OR OSB) WITH AN APPROVED DBL 2X TOP PLATE (ONLY NON-TREATED WEATHER RESISTIVE BARRIER PLACED Erik Stuart P.E. WOOD IN CONTACT W/ALUM. ROOF OR UNDER THE SIDING. PROVIDE IMPERVIOUS MOISTURE BARRIER) FLORIDA LICENSE NUMBER:77605 2X CRIPPLES @ 16'O.C. DBL. 2X HEADER WITH 1/2' PLYWD. SPACER 2X BLOCKING FOR PANEL SPLICE WHERE FBC Plans&Engineering OVER WINDOWS/DOORS. SEE HEADER TABLE WALL HT. EXCEEDS PANEL LENGTH Services,Inc. DBL.2X HEADER WITH INSTALL WINDOWS PER MANUF. 6272 Abbott Station Drive Unit 101 1/2'PLYWOOD SPACER INSTALLATION INSTRUCTIONS WAIL PANELS (PLYWOOD) NAILING NOTE: Zephyrhills,fl.33542 PER TABLE 1/2' PLYWOOD OR OSB NAIL 8d NAILS 6' O.C. @ EDGES & 12' O.C. IN Phone:(813)788-5314 Fax:1-(866)-824-7894 824-7894 SHEATHING SHALL OVERLAP BOTTOM AND FIELD. ROWS OF NAILS SHALL BE 1/2' MIN. FROM Website:www.fbcplans.com rP SONLSTASTRAPSOREQUIV. TOP PLATES. COVER WITH APPROVED PANEL EDGES. PLYWOOD SHEATHING SHALL OVERLAP C.O.A.-#29054 LIED PER MFGR'S SPECS. WEATHER RESISTANT BARRIER SUCH AS A BOTH TOP & BOTTOM PLATES. ALL FASTENERS NAILED DATE:01/25/2010 POLYETHLYLENE HOUSE WRAP PER MFG'S SPECS. PER MFG.'S SPECIFICATIONS. DRAWN BY: MARK DUNN SR. R TABLE WHEN SHEATHING PANELS ARE CONTINU❑US FROM TOPTINUOUSSTUD VINYL SIDING OF CH❑ICE APPLIED PER MFG'S SPECS. T❑ BOTTOM PLATE C8' 0' ❑R LESS) SIMPSON STUD REVISION: DATE: 4'O.C. 2X WOOD STUDS @ 16' D.C. PLATE TIES ARE REQUIRED ONLY AT THE CORNERS AND EACH SIDE OF OPENINGS, AND SHEATHING IS NAILED PER RO 1 2X P.T. BASE PLATE PANEL NAILING NOTE. RO 2 INSTALL WINDOWS/DOORS 1/2'0 WEDGE ANCHORS W/STANDARD WASHERS, 12' FROM WHEN SHEATHING PANELS ARE NOT CONTINUOUS, SIMPSON RO 3 IN OPENINGS PER MFGRS CORNERS, 6' FROM OPENINGS AND 24" O.C. WITH 4' MIN. SPl OR H4 STUD PLATE TIES ARE REQUIRED AT ALL STUDS. RO 4 INSTALLATION INSTRUCTIONS EMBEDMENT AND 1-3/4' MIN. EDGE DISTANCE TYP. 4' 2500 PSI CONCRETE SLAB WITH 6'X6' #10 WWM PER R318.7 GRADE = , :• (OR FIBERMESH) OVER 6 MIL POLY VAPOR JOB NAME &ADDRESS: SIMPSON DSP,SPH OR EQUIV. t 4; s BARRIER W/EDGES LAPPED 6' & SEAMS TAPED, APPLIED PER MFGR'S SPECS. a CONCRETE BELOW •`::: OVER CLEAN, COMPACTED, TERMITE TREATED SOIL. GRADE PER R403.1 -•' ; :,. ETHIER -• EMERALD POINTE MHP 2 3509 MALACHITE DR. #5 REBAR CONT. FRAMING FOR OPENINGS WITH HEADER ON 3' HIGH CHAIRS ZEPHYRHILLS,FL 33540 FOOTING WIDTH AND DEPTH SIZE AS PER R403.1 & B1809.4. CONTRACTOR: WALL SECTION/DETAILS HOMEOWNER WOOD FRAME STORAGE/CABANA DETAILS I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10 AND EDITION RESIDENTIAL AND E C 6TH EXISTING NG BUILD,` `'1"/,,, EXISTING ALUM.WALLS �� I. H,EI /, NEW 2x6 WOOD FRAME WALL, AND WINDOWS TO BE EXISTING 3"x12"ALUM NEW 2x6 WOOD FRAME WALL, •••••••••N�Qp 16"O.C•,w/VINYL SIDING REMOVED. RISER PAN ROOF 16"O.C.,w/VINYL SIDING ��••°SCE SAC*'•• E-ZIC--=--=-I ------- -r- -- -- -- -- -- -- - - --------------- --- ------------------------------------- - -- J • -- ----- - y /,:j SS'TA,TE of �:�k'. PROPOSED '� •: ° PROPOSED % .Q • C O+f, • F---STORAGE STORAGE/CABANA `o ® ••. .. °` �— CABANA EXTENSION � BSsitt>°E 1AL { I , o E ORD: EXISTING w BATH/LAUNDRY L David W. Smith P.E. ROOM --- 36x36 36x36 w FLORIDA LICENSE NUMBER:53608 Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER:38654 ' - "- •" ' "`��` '" Mk Ronald DJr. P.E. w.�^ •s-�.,:,c. '? Lkw �—t•:�J4-�aK--,-a •+w;..�•,�r:—• YT. rs y ."�'j r,�..:,;w 4 tr�rtie a •_:,'-_•,. i,{:{'�`rr t w t. a.;' .}:. iJ:�• ai [ Mark Dunn, ,•i ar JL••.f• V .{ i 1'� ;•:i_ cS �.�.;-?•. __ :'i-.: ryh:r�.�;A •'..y� a::c:L:••. ,r•., II ,•t • •? 7 7 1 •ii z�,', +t•rt. :•�� ^'ti:.. L.•'f. -.+`•.'Wit^ 1 L• t~ 10'-O" FLORIDA LICENSE NUMBER:73968 EXIST. 32'-O"NEW EXIST.4"CONC. Joel Falardeau P.E. SLAB&FOOTER LEFT SIDE ELEVATION 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 EXISTING ALUM.WALLS 2x6 WOOD FRAME WALL, EXISTING 3"x12"ALUM AND WINDOWS TO BE r 2x6 WOOD FRAME WALL, Phone:(813)788-5314 16"O.C.,w/VINYL SIDING Fax:1-(866)-824-7894 16"O.C.,w/VINYL SIDING RISER PAN ROOF REMOVED. Website:www.tbcplans.com I I C.O.A.-#29054 =_C=[ ==--L_I-I.C__===IC-- - --=.I- _ _ _=TAI=__CI�_T=_ =LI.T_.L.=]=C=====CIS=�T[jDATE:01/25/2010 EXIST.2x10 EDGE BEAM _ _ \'\ ' l! DRAWN BY: MARK DUNN SR VI 11 PROPOSED PROPOSED I EXISTING REVISION: DATE: STORAGE/CABANA i STORAGE/CABANA BATH/LAUNDRY II EXTENSION BEYOND BEYOND ROOM BEYOND R01 R02 ' 0 R0 3 ;� t t E~ 36x36 36x36 I E2 RO 4 I t- _________________ JOB NAME &ADDRESS: II ETHIER EMERALD POINTE MHP ` ;rs ' ^'c+'- ;. •. � sue ,.. ,ice: ? r �'°��: - K'n=✓ 3509 MALACHITE DR• •�'S:ti.k,•.:4� r•�i• �' :.,"�'f�'c�,S-!{ t•'7:•e„`•,�..w,'.e::.•�t:;.:t t.l:�S' •.i:ia7�ra;�*.,.Y fy-+::.f�.sb.•JC.r'7v:A1.., +'r a.J�.•a..�.r "'.e+."';;•;;'l:•y`'�va[:.ri.ie. ZEPHYRHILLS,FL 33540 32'-0"NEW 10'0"EXIST.-- III CONTRACTOR: RIGHT SIDE ELEVATION HOMEOWNER PLANS & ELEVATIONS SHT 2 OF 2 I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN General Notes 5.ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X 5. SCREENING MATERIAL SHALL BE 18X14X0.013 OR COMPLIANCE WITH ASCE 7-10 AND FBC 6TH A.CONCRETE&FOUNDATION DESIGN: BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED EDITION RESIDENTIAL AND EXISTING 1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 6.LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE OTHERWISE BUILDING PSI M[NUVIUM. PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT 6. EMERGENCY ESCAPE&RESCUE OPENING PER FBC R310.1 2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF SHALL BE VERIFIED BY CONTRACTOR&BUILDING OFFICIAL MINIMUM,3 1/2"NOMINAL THICKNESS. THE BOLT OR SCREW.ALL LAG BOLTS AND SCREWS SHALL BE 7. ENCLOSED ADDITIONS TO MANUFACTURED HOMES SHALL NOT fir► �1P•••••••••�}� I/ 3. 3000 PSI FIBERMESH(3/4"PER CUBIC YARD MIN.)MEETING INSERTED IN PILOT HOLES BY TURNING AND UNDER NO CHANGE THE EXIT FACILITIES FOR EGRESS PER HUD 3280.105,(a) 4••0(j E N S ••• APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED CIRCUMSTANCES BY DRIVING WITH A HAMMER. THROUGH(a)(2)(iv),SO THAT THE DISTANCE TO EXIT DIRECTLY ��••• �` • IN LIEU OF WELDED WIRE MESH 7.ALL EXPANSION ANCHORS SHALL BE DESIGNED IN OUTSIDE FROM ALL BEDROOMS IS LESS THAN 35',AND,SO THAT e • • 4. ALL SLABS ON GRADE SHALL BE 4"THICK WITH FIBERMESH. ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S .� • TWO EXITS DIRECTLY OUTSIDE ARE STILL MAINTAINED.A CARPORT r 1 TERMITE TREATMENT OF SOIL BENEATH SLAB IS NOT REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY OR SCREEN ROOM SHALL BE CONSIDERED AS OUTSIDE.NON-HABITABLE REQUIRED IF SLAB DOES NOT ABUT A WOOD FRAME BE APPLIED IN CONDITIONS ACCEPTABLE TO SUNROOMS OR HABITABLE LIVING SPACE MAY BE ADDED WHERE AN EXIT "• : e• STRUCTURE.NO WOOD FRAME STRUCTURE MAY BE BUILT MANUFACTURER. FASTENERS SHALL BE A MINIMUM OF SAE DOOR WAS LOCATED AS LONG AS A NEW EXIT DOOR IS ADDED AND MEETS STATE OF .: ADJACENT TO OR ON TOP OF A SLAB WITHOUT TREATING THE GRADE#5 OR BETTER ZINC PLATED. THE REQUIREMENTS OF HUD 3280.105. • SOIL FOR WOOD DESTROYING ORGANISMS. 8.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR 0 p • 5. ALL REINFORCING SHALL CONFORM TO ASTM A615,BE GRADE PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 ® •••• 0g®..'.` '��► 60(60 KSI MIN.)DEFORMED BARS,#3 BARS MAY BE GRADE 40 18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES 6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL FOR USE WITH ACQ PRESSURE TREATED WOOD,OR BE 3000 PSI MIN.,2"MINIMUM.THICKNESS. OTHERWISE NOTED ON PLANS. DESCRIPTION: WOOD FRAME STORAGE/CABANA EXTENSION E ORD: 7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153. 8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE 10.ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS David W. Smith P.E. FOLLOWING: G-185. DESIGN DATA: OPC(PORTLAND CEMENT TYPE 1,-ASTM C 150). 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL FLORIDA LICENSE NUMBER.53608 AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2" 1. ULTIMATE DESIGN WIND SPEED Vult(3 SECOND GUS 3/4". UNLESS NOTED OTHER WISE. T): 130 MPH AIR ENTRAINING+/-1%-ASTM C 260. NOMINAL DESIGN WIND SPEED Vasd: 110 MPH WATER REDUCING AGENT-ASTMC494. E.REFERENCE STANDARDS: 2. RISK CATEGORY: I Thomas L. Hanson P.E. CLEAN POTABLE WATER. 3. WIND EXPOSURE: B OTHER ADMIXTURES SHALL NOT BE PERMITTED. ASTM E 119 4. INTERNAL COEFFICIENT: +/-0.18 FLORIDA LICENSE NUMBER:38654 9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. ASTM E 1300 10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN ASCE 7-10 > NG 5. WIND LOADS: CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, AA ASM35,AND SPEC.FOR ALUMINUM PAR Mark Ronald Dunn,Jr. P.E. 2,&3 ALONG WITH HOT WEATHER CONDITIONS ASTM C94 SOLID ROOF(MWFRS): 20 PSF RECOMMEN11.IF UTILIATIONS. ASTM ZING EXISTING 0 EXISTING CONCRETE FOR FOUNDATION, ASTM C33 MQ\► GQOG COMPONENT&CLADDING PRESSURES: FLORIDA LICENSE NUMBER:73968 G• CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS ROOF ZONE 1: 8.9/-21.8 PSF, ZONE 3: 8.9/-55.0 PSF , ASTM C260 CjO \C\Q VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, ASTM X494 WALLS ZONE 4: 21.8/-23.6 PSF, ZONE 5: 21.8/-29.10 PSF SPALLINGOR OTHER DETERIORATION, ATM `!��\OP, Ga �H\\1' Joel Falardeau P.E. 6. EXISTING 4"CONCRETE SLAB,2500 PSI CONCRETE W/6"X6" FLORIDA -#10WWM OR 3000 PSI FIBERMESH FLO LICENSE NUMBER:70667 B.MASONRY: TERS 16,20 AND 23) AND FOOTER SHALL BE ADEQUATE TO RESIST THE UPLOADS FOR THE PROPOSED STRUCTURE i.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD C ESIGN MANUAL 7. SOLID ROOF TYPE: EXISTING 3"x12"ALUM.RISER PANS,FL 22840 OR EQUIV. Erik Stuart P.E. HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON n TYPE M OR S MORTAR F.ABB �19 FLORIDA LICENSE NUMBER:77605 2.ALL MORTAR SHALL BE OF TYPE M OR S. THE WING LIST OF ABBREVIATIONS IS NOT I 1 3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE TO REPRESENT ALL THOSE USED ON FBC Plans &Engineering MAXIMUM COARSE AGGREGATE SIZE OF 3/8". TO SUPPLEMENT THE MORE COMMON AB NS. g g 4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING L TYP--TYPICAL to ALUMINUM STRUCTURAL MEMBERS Services,Inc. REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN 2.SIM--SIMILAR �R 6272 Abbott Station Drive Unit 101 HEIGHT. 3.UON—UNLESS OTHER NOT 4.CONT--CONTINUOUS ��++r{�( HOLLOW SECTIONS zephyrhit►s,fl.33542 5.VIF--VERIFY IN FIELD V �- Phone:(813)788-5314 C.ALUMINUM: S E 2 x 2:---------------------------------------2"x 2"x 0.044" Fax:1-(866)-824-7894 1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE G.RESPONSIBILITY: P 3 x 2:---------------------------------------3"x 2"x 0.050" Website:www.fbcplans.com MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A 1.ALL SITE WORK SHALL BE PERFORMED BY A LICENSED 2 x 3:---------------------------------------2"x 3"x 0.050" C.O.A.-#29054 MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING 2 x 3:--------------------------------------2"x 3"x 0.070" 2. W IERE KICK PLATES ARE USED A MINIMUM THICKNESS OF DATE:01/25/2010 CODES,LOCAL ORDINANCES,ETC. 2 x 4:---------------------------------------2"x 4"x 0.050" 0.024"SHALL APPLY. 2.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, 3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART 1-A- NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN 2 x 5: 2"x 5"x 0.050" DRAWN BY: MARK DUNN SR. SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD STRESS DESIGN"OR"PART 1-B-SPECIFICATIONS FOR CONDITIONS. OPEN BACK SECTIONS REVISION: DATE: ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE 3.THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE 1 x 2:----------------------------------------1"x 2"x 0.040" FACTOR DESIGN"OF THE CURRENT ALUMINUM DESIGN 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE MANUAL PREPARED BY THE ALUMINUM ASSOCIATION, 1 x 3: 1"x 3"x 0.045" RO 1 CONTRACTOR. INC.WASHINGTON D.C.THE FLORIDA BUILDING CODE,6TH 4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED RO 2 EDITION(CHAPTER 16 STRUCTURAL DESIGN&CHAPTER 20 ON INFORMATION PROVIDED BY THE CONTRACTOR AND SNAP SECTIONS RO 3 ALUMINUM) MANUFACTURER 2 x 2 Snap:----------------------------------2"x 2"x 0.045" 4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR 5.ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A PRESSURE TREATED LUMBER PROVIDE DIELECTRIC LICENSED P.E.IN ACCORDANCE WITH STANDARD 2 x 3 Snap: 2"x 3"x 0.050" RO 4 SEPARATION. ENGINEERING PRACTICES. 2 x 4 Snap:---------------------------------2"x 4"x 0.045" 5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF JOB 12 SPACING MAY BE 24"ONCENTER. H.MISCELLANE0U SELF MATING(SMB� S: NAME &ADDRESS: 6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE.THEY L ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 2 x 4 SMB:---------------------- 2"x 4"x 0.044"x 0.100" SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME 2 x 5 SMB:---------------------- 2"x 5"x 0.050"x 0.118" ETHIER "REMOVABLE PANEL SHALL BE REMOVED WHEN WIND WITHOUT A MANUFACTURER'S HOST BEAM. 2 x 6 SMB:---------------------- 2"x 6"x 0.050"x 0.120" EMERALD POINTE MHP SPEEDS EXCEED 75 MPH".DECAL SHALL BE PLACED SO IT IS IF NO HOST BEAM IS PRESENT A SEPARATE 4TH WALL SUPPORT Z x 7 SMB:--------------------- 2"x 7"x 0.057"x 0.120" VISIBLE WHEN PANEL IS INSTALLED. SYSTEM SHALL BE ENGINEERED SO THAT NO ADDITIONAL 2 x 8 SMB: 2"x 8"x 0.072"x 0.224" 3509 MALACHITE DR. D.FASTENERS: LOADING IS PLACED ON THE MANUFACTURED HOME 2.IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE 2 x 9 SMB:---------------------- 2"x 9"x 0.072"x 0.224" ZEPHYRHILLS,FL 33540 1. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING 2 x 10 SMB:------------------- 2"x 10"x 0.092"x 0.374" 300 18-8,WITH STANDARD FLAT WASHER UNLESS MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE BARRIER REQUIREMENTS OF THE FBC 6TH EDITION WITH ACQ PRESSURE TREATED WOOD. R 4501.17.1 IN ITS ENTIRETY. CONTRACTOR: 3. DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY 2.HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD FLAT WASHERS AND NUTS. CONTRACTOR HOMEOWNER 3.ALL CONCRETE SCREWS SHALL B SIMPSON,HIL RAWL, 4. IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL ETI HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT, TAPCON,REDHEAD,DYNABOLT,OR APPROVED EQUAL. ENSURE BONDING AGENT IS USED FIRST. 4.ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE HOT DIPPED GALVANIZED. ENGINEERS NOTES