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HomeMy WebLinkAbout18-20264 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 20 4 BUILDING PERMIT PERMIT INFORMATION _ LOCATION INFORMATION Permit Number: 20264 Address: 38844 5TH AVE 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: ZEPHYRHILLS COLONY Est. Value: Parcel Number: 11-26-21-0010-17300-0010 Improv. Cost: 2,000.00 OWNER INFORMATION Date Issued: 9/21/2018 Name: CHAMBERS TIMOTHY Total Fees: 75.00 Address: 38844 5TH AVE Amount Paid: .75.00 ZEPHYRHILLS, FL. 33541 Date Paid: 9/21/2018 Phone: 813-997-449 Work Desc: CONSTRUCT STORAGE ROOM -420 SQ FT CONTRACTORS APPLICATION FEES HOMEOWNER BUILDING FEE 75.00 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. Alf 1(�I—bbNTWCTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Appiicat' 13-780-0021 Building Department - Date'Received — S— 1 Phone Contact for Permittin � — Y-G Owner's Name lMg/��/ � t_. 1�/ Owner Phone NumberC17 L Owner's Address 6E�/HF e-- ` /U5 Owner Phone Number Fee Simple:•Titleholder Name 'F Owner Phone Number �^ Fee Simple Titleholder Address Ljj f JOB ADDRESS 1 1 cJ v (/ w(✓ �� Z LOT# SUBDIVISION PARCEL tD# (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT Q SIGN Q Q DEMOLISH s,, INSTALL 8 REPAIR PROPOSED USE Q SFR Q COMM _ OTHER TYPE OF CONSTRUCTION Qr , BLOCK FRAME �r� STEEL Q DESCRIPTION.OF WORK (/ ! [//G�Rd�(!CG D • BUILDING sSIZE SQ FOOTAGE® OB.UILDING $ �� �, VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL L_. AMP SERVICE = PROGRESS ENERGY 0 W.R.E.C. PLUMBING �y; � �}14 Gam' =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION ( t� =GAS Q ROOFING Q SPECIALTY OTHER U-71 FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA AYES NO BUILDER 6 (� COMPANY (�F/�� SIGNATURE REGISTERED Y/ N . FEE CURREN Address License#' -ELECTRICIAN, COMPANY SIGNATURi.E REGISTERED I Y/'N f FEE CURREN Address' License# ,i. PLUMBER,' COMPANY SIGNATURE REGISTERED Y/ N FEEbURRFN Y/.N Address License# MECHANICAL COMPANY. SIGNATURE :_ REGISTERED YJ N FEE CURREN Y/N Address. License# �.. i OTHER., -COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN, Address License# RESIDEtdtiAL Attach(2)',PIot.Plans;.(2)'sets.of Building Plans;(1)set of.Energy,Forms;R-•O-W Permit fo?,hew.construction;•,.• Minimum tert(10)'working days after submittal'date: Required onsite,Construction Plans,Stormwater Plans.w/Silt Fence installed, Sanitary Facilities&1 dumpster,Site Work-Permit for subdivisionsllarge 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,.Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.Ail commercial requirements must meet compliance ,.SIGN PERMIT Attach(2):sets of.Engineered Plans. *`**PROPERTY SURVEY required for all NEW construction. O.ireat'ions: Fill out application completely. Owner&•Contractor.sign,back.ofapplication,notarized If over$2500,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 notarized letter from owner authorizing same "OVtFCTHE;COUNTER PERMITTING (copy of contract required) Ren56fs'if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW 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 has­hired a contractor,or contractors'to undertake work;they-may-be-required to-be licensed in accordance with state-and.local-regulations: 1f the ~'r contractor is not licensed as required by law,. both the owner and contractor may be cited for a misdemeanor violation understate law. .lf-the owner or intendedcontractor are.uncertain as-to-what licensing requirements--may-apply for the-, .e 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)`slgn 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`Recoufse Recovery Fees may apply to the construction of new buildings, chat ge-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'maybe 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'S/OWNER'S AFFIDAVIT:>-14 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. ! 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. 4 Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls, Docks;Navigable Waterways. - Department of Health & Rehabilitative ServiceslEnvironmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. j US Environmental Protection Agency-Asbestos abatement, Federal Aviation Authority=Runways. I understand'that thelfollowing:restrictions applyto 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 atitime of permitting which is,prepared by a professional engineer licensed by the State of Florida: !. If the fill material Js-.to-be used in,Flood Zone "A" in.connection with a permitted building using stem wall construction, i certify that fill willbe used only to fill the area within the stem wall. a 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 offill-is found to adversely affect adjacent properties, the owner may be cited.for violating the conditions of the building permit issued underthe 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, 'alr 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 ihetechnical 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 atiandaned 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:; WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR tMPROVEME S-TO,XOUR PROPERTY:,.IF YOU iNTEND'TO OBTAINJFINA ICING,CONSULT WITH YOUR LENDER OR AN ATTOANEY BEFORE RECORDING YOUR NOTICEOF COMMENCEMENT. FLORIDA JURAT(F.S.117. - -; - ;x A ~� OWNERAR AGEN d.. ,ZZ., t' CONTRdC7.OR-' ,q` Subscribed and sworn to(' a afar-e m#Fits trSubscrltied aiiii-swo {or"affirmed)tiefore me:#hi'° by by Who is/are personally known to me or has/have produced Who is/are personally known to me or has/have produced as identification. as identification. Notary Public y Notary Public Commission No. Commission No. Name of Notary typed,printed or stamped Name of Notary typed,{minted or stamped' i lily Ul L.eprlymills rermiiHppiica 10-10OOUG1 Building Department Date Received �- ��J't Phone Contact for Permiltin - L /7 Owner's Name /r/�/« / ^ r/ c� Owner Phone Number �( C Owner's Address '`/ /C Y J Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address i JOB ADDRESS 11 2(T L-� J J L LOT# SUBDIVISION PARCEL ID# (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR e ADD/ALT = SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE = SFR Q COMM = OTHER TYPE OF CONSTRUCTION QS BLOCK -OR �0 ,S},T�EEL Q r��y C DESCRIPTfION.OF WORK (/I •c////t��/#&C o�[ �Fl��r��7 -BUILDINWSIZE C ( /� ' SQ FOOTAGE (� HEIGHT =BUILDING $ VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY Q W.R.E.C. =PLUMBING $ I =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING 0 SPECIALTY = OTHERiff. FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO � BUILDER c COMPANY & a" SIGNATURE REGISTERED I Y/ N FEE CURREN I Y/N- Address License# ELECTRICIAN COMPANY 'SIGNATURE REGISTERED I Y/ N FEE CURREN LIILNJ Address License# PLUMBER COMPANY SIGNATURE REGISTERED. 1,Y/ N FEE CURREh Address License# MECHANICAL COMPANY SIGNATURE' 'REGISTERED Y/N .FEE CURREN Address License# OTHER. COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREn Address License# RESIDENTIAL Attach(2),Plct Flans;(2)sets.of Building Plans;(1)set of Energy,Fonns;R=O=W.Permit for new.00nstruction; Minimum t6r(lo)`working days after submittal date. Required onslte,Construction Plans,-Stonnwateir Plans,w/Silt Fence installed, Sanitary Facilities 1£1 dumpster,Site Work Permit for subdivisions/large projects 'COMMERCIAL Attach(2)complete sets of Building Plans plus a Ufe,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 81 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. Diredtibns: Fill out application completely. Owner 8'Contractor sign:back of application,notarized :if over$2500,a Notice of Commencement Is required. (A/C upgrades over$7500) Agent(for the oontractor).or Power of Attomey(for the owner)would be someone with notarized letter from owner authorizing same 0VER'THE COUNTER PERMITTING (copy of contract required) 'Rerdofs If shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW f a r City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: Date Received: Site: Permit Type: Approved w/no comments Approved w/the below comments: ❑ Denied w/the below comments: ❑ F This comment sheet shall be kept with the permit and/or plans. Kalvin w ze Plans Examiner Date Contractor and/or Homeowner (Required when comments are present) DESCRIPMON. 14AP OF. UO.UNDA \ 1 SURVEY LOTS 1 & 2, BLOCK 173, of CITY OF ZEPHYRHILLS, .according to r the map or,121at thereof, as rec rded in PLAT BOOK 1, PAGE 54 of the Pu li cords of asco County, Florida. F, A co Wes• Fla-l x X SCALE: 0.5' Cone, Curb U Platted R/W a E- ` '� Asphalt Pavement C-0 uJ >1 5TH AVENUE � t\ 51 51 ® M Q.5' Qono. _ I �3 o ( b 60.00, (P) ! A-, c� �, rn N � F.C.M. 4x�• NO ID ^ 5 159.99"JEL 4' Concrete S/W - 80.00' fP) NW CORNER BLOCK 174 k 59.72'' F') 30.0 (P) 30.0' (P) F.I.P. 1/2" . � 21.7' NO ID# Uf NOP. 1/2,' CONC. rick D/W taim 8.8' N 12.8' vere 12.8' o o ao ap a 13.0. r8.7- O0 ONE TORY �- MASO RY RES. #388 I� 47.1' I� v a O� d � > ffb., pill- Ljj Jacqueline Boges From: Jacqueline Boges Sent: Thursday, September 6, 2018 9:01 AM To: Gail Hamilton Subject: plans in mailbox Hello Gail, Placed in mail box plans for storage room located at 38844 5th Ave for your review. Plans need to be returned as they are part of permit file . Thank you Mackie Boges 8l3-780--0020 ext 3513 "A rule I have had for years is:to treat the Lord Jesus Christ as a personal friend. His is not a creed, a mere doctrine, but it is He Himself we have."Dwight L. Moody Florida has a very broad public records law. Electronic communications regarding most City of Zephyrhills business are public records and available upon request. Your e-mail communications may therefore be subject to public disclosure. If you received this message in error, please do not read, forward, copy, etc. and delete immediately. 1 I HEREBY CERTIFY THAT I HAVE REVIEWED w THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10 AND FBC 6TH EDITION RESIDENTIAL&EXISTING `��fi1IIII gip •""lShS s• JOIST SPAN (W)6 2 GIRDER 8 SPAN (S) 2 ♦t /y 9' MAX (2) PT 2X6 8' MAX PT 2x PT 2X 10' MAX PT 2x8 12 MAX ( ) ®��O,A•.� �E ��� ��e�� PT 2x1O 14' MAX 2 PT 2X10 12' MAX / J1bT�tIs� �i1�E�EAI ENGI P 1M David W.Smith P.E. FLORIDA LICENSE NUMBER:53608 FASTEN FLOOR JOISTS TO cr Thomas L.Hanson P.E. 12" 2" Pp�ME7ER W/SIMPSON LUS SfRUCnrfat tx tts FLORIDA LICENSE NUMBER:38654 FASTEN JOISTS TO GIRDERS W/ HANGERS OR EQUIV swwson Pte►POST mar—Rte SIMPSON JOT EACH JOIST. TYP. swson t OR L10 "'CAPS-FL10°°° Mark Ronald Dunn,Jr.P.E. 115 O391�90N H5 CIB'—FL10456 FL11466 tiANCE�s— FLORIDA LICENSE NUMBER:73968 N M"m ANGLE—FLt1476 1111 011 Joel Falardeau P.E. ALL CONNECTORS AND FASTENERS IN CONTACT FLORIDA LICENSE NUMBER:70667 q I 2X8 JOISTS 0 16" O.C. d 01 -DBL 2X8 GIRDERS W/TRf ATED WOOD SFWl BE ZINC COATED DBL 2X8 UNDER THE JOISTS GALVANIZED STEEL OR SIMPSON 'ZMA(' Erik Stuart P.E. PERIMETER JOISTS ANCHORS O EACH FOOTING OR 0 8'-O" O.C. MAX. FLORIDA LICENSE NUMBER:77605 P.T. 4X4 POSTS IN ISOLATED CONCRETE FOOTINGS WITH T & G PLYWOOD SUB OR; GLU ,-0" AUGER ANCHORS O 8'-O" O.C. AND SCREW TO JOISTS W/#tOX2" s" FBC Plans&Engineering O.C. 0 EDGES, 12" O.C. IN FIELDTYPICAL FLOOR JOIST/GIRDER LAYOUT Services,Inc. 6272 Abbott Station Drive Unit 101 DECK MAY BE CONSTRUCTED WITH 6272 hills,fl.33542 GIRDERS RUNNING PARALLEL OR Phone:(813)788-5314 PERPENDICULAR TO EXISTING HOME FASTEN FLOOR JOISTS Fax:1-(866)-8247894 TO GIRDERS email:erb@fbcplans.com W/SIMPSON H5 Website:www.fbcplans.com C.O.A.-#29054 2X8 JOIST FASTEN FLOOR JOISTS TO DBL DRAWN BY. W.P. 2X8 PERIMETER JOISTS DATE: 6/4/18 W/SIMPSON HGUS HANGERS OR EQUN REVISION: DATE: CONNECT DBL GIRDER TO P.T. POST WITH RO 1 2 3/80 THRU BOLTS. NUTS & WASHERS 4. RO2 DROPPED GIRDER Ro 3 RO4 GRADE PROJECT ADDRESS_ I I I I 4"X4" P.T. TIM CHAMBERS I I WD. POST 38844 5TH AVE. r.-- -•F -"1 ZEPHYRHILLS, FL 33542•I' ' ' CONTRACTOR: 1 •,1• - I;,::•I 12"0X24" DEEP 2500 PSI CONCRETE �'E FOOTING W/(2) 5 REBAR THROUGH POST I.',. ,�'•� OWNER AUGER ANCHORS ® 8'-0" O.C. MAX' I ==k- SECURE WITH ASTM #123-89A I.•; .t' + I STRAP OR EQUIV. OVER GIRDER 32" IMBEDMENT 4X4 P.T. POST CONNECTIONS WOOD DECK PRODUCT APPROVAL CODE CHART STRUCTURAL COMPONENTS I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN SIMPSON SP1 SP2 FL10456 COMPLIANCE WITH ASCE 7-10&FBC 6TH SIMPSON Hi OA FL11478 EDITION RESIDENTIAL&EXISTING SIMPSON DSP FL10456 SIMPSON SPH FL1 0456 EXISTING HOSTSRIJCIVRE SIMPSON ABU/ABW FL10849 �'� ; pRgeg�#cy .� SIMPSON LSTA/MSTA F110852 " - �IGN S F • ALUM FLASHING INSTALLED UNDER SIMPSON CS16 FL10852 DRIP EDGE OR FIRST ROW OF ALL CONNECTORS AND FASTENERS IN CONTACT Q SHINGLES W/TREATED WOOD SHALL BE ZINC COATED 0 * J y ----------=�-,, GALVANIZED STEEL OR SIMPSON ZMAX' . -------------�--—i `` #8 X 1/2'CORROSION RESISTANT c�'S Pr1 Py. I 1 ALL PURPOSE SCREW `I,•' rA\ R SOLID ROOF _ /;'AO�•••F L�•s" 4 Z� HEADERS SPAN JACK / r�ro�.SS IO�P``'��``®4, O BEARING WALL SSE 'W' STUDS PROFLS 1614I�1 t RSEAL SUPPORTING (2) 2"x4" 4'-4" 1 #10SMSO8"0.C COMP. PANEL ROOF (2) 2"x6" 6'-4" 1 ENGINEER OF RECORD ATTACH BOX/TT RISER PAN TO (2) 2"x6" 6'-0' 1 David W.Smith P.E. li I HEADER CHANNEL W/(4)#10 SMS PER PAN (2) 2"x10" 9'-6" 2 FLORIDA LICENSE NUMBER:53608 BREAK FORM HEADER OR RECEIVING CHANNEL (2) 2"x12" 11'-6" 2 Thomas L.Hanson P.E. DBL HEADERS W//" PLWD. SPACER, GLUED & f j FASTEN RECEIVING CHANNEL HEADER TO EXIST.WALL FRAMING ■ FLORIDA LICENSE NUMBER:38654 W/1/4-X3-LAG SCREWS l 24'O.G NAILED W/1 6d NAILS 0 24 O.C. (2 ROWS (2)PERSTUD STAGGERED) Mark Ronald Dunn,Jr.P.E. FASTEN 2X4 TO EXIST.WALL FRAMING W/}'0X3"LAG FLORIDA LICENSE NUMBER:73968 SCREWS 6"FROM TOP&BOTTOM&24 O.C.CAULKBETWN. FRAMING&HOST WALL Joel Falardeau P.E. FLORIDA LICENSE NUMBER:70667 PAN ROOF TO HOST WALL DETAIL Erik Stuart P.E. FLORIDA LICENSE NUMBER:77605 FASTEN ALUM. RISER PAN ROOF TO TOP SP2 OR H2.5A PLATE WITH #10 SMS WITH NEOPRENE WASHERS, 1}' EMBEDMENT, 4 PER PAN 0 ENDS AND 8" O.C. AT RAKE DBL 2"X4' TOP PLATE (ONLY NON-TREATED NOTE: VINYL SIDING MUST BE INSTALLED FBC Plans&Engineering WOOD IN CONTACT W/ALUM. ROOF OR PROVIDE OVER A MINIMUM 716" Services,Inc. IMPERVIOUS MOISTURE BARRIER) WOOD STRUCTURAL PANEL SHEATHING (PLYWOOD OR OSB) WITH AN APPROVED 6272 Abbott Station Drive Unit 101 WEATHER EATHER RESISTIVE BARRIER PLACED Zephyrhills,tl.33542 UNDER THE SIDING. Phone:(813)788-5314 Fax:1-(866)-824-7894 email:erb@tbcplans.com 2X4 DOUBLE TOP PLATE Website:www.fbcplans.com 2X4 CRIPPLE STUDS @ 16"D.C. 1/2" PLWD. OR OSB WALL PANELS (PLYWOOD) NAILING NOTE: C.O.A.-#29054 SHEATHING SHALL OVERLAP BOTTOM AND NAIL 8d NAILS 6" O.C. O EDGES & 12" O.C. IN j•OSB SHEATHING,SEE NAILING NOTE TOP PLATES• COVER WITH APPROVED FIELD. ROWS OF NAILS SHALL BE 1/2" MIN. FROM DRAWN BY: W.P. SIMPSON LSTA OREQUIV. - WEATHER RESISTANT BARRIER SUCH AS A PANEL EDGES. PLYWOOD SHEATHING SHALL OVERLAP DATE: 6/4/18 DBL 2X4 HEADER W/1/2"CDX POLYETHLYLENE HOUSE WRAP PER MFG'S SPECS. BOTH TOP & BOTTOM PLATES. ALL FASTENERS NAILED PLYWOOD SPACER PER MFG.'S SPECIFICATIONS. 12X4 JACK 5 _ REVISION: DATE: INSTALL DOOR IN OPENING WHEN SHEATHING PANELS ARE CONTINUOUS FROM TOP 1 2X4 FULL LENGTH/KING STUD c PER MANUF.INSTALLATION TO BOTTOM PLATE (8'-O" OR LESS) SIMPSON STUD RO 1 0 INSTRUCTIONS I VINYL SIDING OF CHOICE APPLIED PER MFG'S SPECS. PLATE TIES ARE REQUIRED ONLY AT THE CORNERS AND RO 2 j 0 E PANEL SIIDE OF OF OPENINGS. AND SHEATHING IS NAILED PER RO 3 2"X4" P.T. WOOD STUDS 0 16" O.C. m 36"XBO'EXTERIOR STEEL DOOR WHEN SHEATHING PANELS ARE NOT CONTINUOUS, SIMPSON RO 4 PRS. TRID. 2X4 WOOD PLATE, FASTEN TO STUD PLATE TIES ARE REQUIRED AT ALL STUDS. STUAw JACK NAILS NT JOISTS W/2 STAGGRD. ROWS OF 16d NAILS 0 SP1 OR H4 24"O.C. 12" PROJECT ADDRESS: 36" 3/4 PT PLYWOOD TIM CHAMBERS 38844 5TH AVE. WOOD FLOOR FRAMING 0 ZEPHYRHIL.LS, FL 33542 WD. FLOOR FRAMING, SEE DECK ENGINEERING I SIMPSON ISTA OR EQUIV.STRAPS AT EA SIDE OF a CONTRACTOR: OPENING,CONNECTING 2X STUDS TO FLOOR FRAMING.APPLY PERMANUF.SPECS • CONCRETE FOOTINGS PER SECTION A OF 4�; ) •�-GENERAL NOTES OWNER WALL FRAMING FOR SINGLE DOOR OPENING WALL SECTION WOOD FRAMED SHED I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10&FBC 6 EDITION RESIDEN &EXISTING I I II '�►►� 4 : \GG • III III ° # f1J EXISTING SCREEN P ' ' Z � ii iii---------III ROOM BEYOND �'� pR�o•!' ik- �O �•�.w.aN•°� � " Iii iii PROFEStS MAGI.E GINEER SEAL 111 III -----J 11 111------ ----- 11 I ENGINEER OF RECORD EX. HOME IL________J _____�__________�____= David W.Smith P.E. 11LFLORIDA LICENSE NUMBER:53608 p --------------------'r-I- N 6'_O" Thomas L.Hanson P.E. r++, r}+-, r}+ FLORIDA LICENSE NUMBER:38654 1111 III 111 I I I I 1 1 ► I 1 1 1 t I 11 1 ' I i Mark Ronald Dunn,Jr. P.E. 111i I j l l 1 1 1 FLORIDA LICENSE NUMBER:73968 2X8 P.T. DECK FRAMING, LL,J Li LL,J SEE ENGINEERING Joel Falardeau P.E. LEFT SIDE ELEVATION FLORIDA LICENSE NUMBER:70667 1/4"=1'-o• Erik Stuart P.E. FLORIDA LICENSE NUMBER:77605 FBC Plans&Engineering Services,Inc. 3"X12"X.024" PAN ROOF, EXISTING PAN ROOF zephyrhillostttS 3542DriveUnit101 FL 22840 OR EQUIV. Phone:(813)788-5314 Fax:1-(866)-824-7894 email:erb tbcplans.com Website:www.fbcplans.com C.O.A.-#29054 ---------------------------- ----------------------- DRAWN BY: W.P. �1 DATE: 6/4/18 I i REVISION: DATE: 'I RO 1 EXISTING SCREEN R02 ROOM I I RO 3 I ------------ RO 4 ------------------- PROJECT ADDRESS:/,/ _._ ...._ __ Uf.j��--------------- TIM CHAMBERS n m 38844 5TH AVE. 8'-0" `}�' ZEPHYRHILLS, FL 33542 r+#1 r++, CONTRACTOR: 1111 1111 1111 1 , 1 1 1 1 1 11 1 I REAR ELEVATION 2X4 P.T. STUDS , 1 1 1 1 1 1 1 I I I I' 11 Li I 11 I 111 1111 FINISHED WITH VINYL ILJ I 1 LJ OWNER 1 1/4•=�'-0" SIDING -J L-_J L__J PLAN/ELEVS 1 I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10&FBC 6TH EDITION RESIDENTIAL&EXISTING 0 • � a F • W � ® © EX. KITCHEN PRO 1 A N8 RSEAL 12'-0" ENGINEER OF RECORD EX. HOME David W.Smith P.E. FLORIDA LICENSE NUMBER:53608 EX. SGD Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER:38654 Mark Ronald Dunn,Jr. P.E. FLORIDA LICENSE NUMBER:73968 STORAGE SHED & o Joel Falardeau P.E. 1p WD. DECK X X FLORIDA LICENSE NUMBER:70667 Erik Stuart P.E. m FLORIDA LICENSE NUMBER:77605 8'-0" 2X9 SMB ------------------------------- FLOOR PLAN FBC Plans &Engineering 1/4=1 -0" Services,Inc. 6272 Abbott Station Drive Unit 101 Zephyrhills,0.33542 EXISTING SCREEN Phone:(813)788-5314 NON—HABITABLE ROOM, & WD. em ii errb?fbcplanscom STORAGE STRUCTURE DECK Website:www.fbcplans.com C.O.A.-#29054 DRAWN BY: W.P. 48 SQ.FT. BUILDING DATE: 6/4/18 2X4 STUD WALLS REVISION: DATE: EXT. WALLS ARE CONSIDERED SHEAR WALLS RO 1 WHEN NAILED W/PROPER NAIL PATTERN & SHEATHING t RO 2 IS CONTINUOUS OVER THE BAND JOIST SEE PLYWOOD NAILING NOTE RO 3 RO4 PROJECT ADDRESS: TIM CHAMBERS 38844 5TH AVE. ZEPHYRHILLS, FL 33542 CONTRACTOR: OWNER PLAN/ELEVS u I HEREBY CERTIFY THAT I HAVE REVIEWED j -'l l THIS PLAN AND FOUND IT BE IN ON COMPLIANCE WITH ASCE 7-10 ANDFBC 6TH HOT DIPPED GALVANIZED. EDITII I(1 General Notes RESTO 5 ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF BX � I�® A.CONCRETE&FOUNDATION DESIGN: BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). ON [ FOOTINGS SHALL BE 3000 6.LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL NOT � •'`•••• ••• 1. ALL CONCRETE GRADE BEAMS AND PROVIDED WITH PILOT HOLES HAVING A D F `•• �� PSI MI MAUM• 2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE2500 PSI THE BOLT OR SCREW.ALL LAG BOLTS AND SCREWS SHALL BE , 36 Y •�t HREAD DIAMETER OF MINIMUM,3 1/2"NOMINAL THICKNESS. INSERTED IN PILOT HOLES BY TURNING AND UNDER NO 4 • 3. 3000 PSI FIBERMESH(3/4"PER CUBIC YARD MIN)MEETING O' APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED CIRCUMSTANCES BY DRIVING WITH A HAMMER 7.ALL EXPANSION ANCHORS SHALL BE DESIGNED IN • F 1 IN LIEU OF WELDED WIRE MESH FIBERMESH ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S 4. ALL SLABS ON GRADE SHALL BE 4"THICK WTTH • S�P� • 5. ALL REINFORCING SHALL CONFORM$RS A615,RADE 40 E BE APPLIED REQUIREMENTS CONDITIONS ACCEPTABLE TO D SHALL ONLY A�•• Q • 60(60 KSI MIN.)DEFORMED BARS,#3 • •• a��� 6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL MANUFACTURER FASTENERS SHALL BE A MINIMUM OF SAE `� OF ••a•�•• GRADE#5 OR BETTER ZINC PLATED. BE 3000 PSI MIN.,2"MINIMUM.THICKNESS. OF 1500 PSF. a ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR 7. SOIL BEARING PRESSURE SHALL BEAMINIMUMLUM WOOD FRAMED SHED ON WOOD DECK dgg,al 8. TIE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE 18-8,UNLESS MAPRESSURETREAN FACTURER GALVANIZED BOLTS SPECIFIES PROFESSION ENGINEER SEAL FOLLOWING: FOR USE WITH ACQ PRESSURE TREATED WOOD,OR DESIGN DATA: OPC(PORTLAND CEMENT TYPE 1,-ASTM C 150} 1. ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST): 130 MPH AGGREGATES-#6 STONE,AS C 33 SE NO. LESS THAN OTHERWISE NOTED ON PLANS 110 MPH ENGINEER OF RECORD 9.A FASTENERS SHALL COMPLY WITH ASTM A153. NOMINAL DESIGN WIND SPEED Vasd: 3/4". io. NNECTORS SHALL COMPLY WITH ASTM A653 CLASS 2. RISK CATEGORY: I David W.Smith P.E. AIR ENTRAINING+/-1%-AS C 260. GABS. 3. WIND EXPOSURE: B WATER.REDUCING AGENT-ASTM C 494. FLORIDA LICENSE NUMBER:53608 CLEAN POTABLE WATER. 1L OR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL 4. WIND LOADS: COMPONENT&CLADDING PRESSURES: OTHER ADMIXTURES SHALL NOT BE PEIRMITTED. '$E 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2" FLOOR FRAMING: LIVE LOAD 3Opsf/DEAD LOAD lOpsf Thomas L.Hanson P.E. SOLID ROOF(MWFRS): 23 PSF 9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. UNLESS NOTED OTHER WISE INTERNAL O PRESSURE COEFFICIENT: +/-0.18 FLORIDA LICENSE NUMBER:38654 10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN E.REFERENCE STANDARDS: ROOF ZONE 1: PSF, ZONE 3:8.9/-55.0 PSF CONCRE ALONG V TTUTE MANUAL STANDARD PRACTICE,PART� ASTM E 119 WALLS: ZONE 4 21.8/-23.6 PSF, ZONE 5:21.8/-29.10 PSF Mark Ronald Dunn,Jr.P.E. 2,&3 VI HOT WEATHJR CONDTTIONS ASTM E 1300 RECOMME1,0ATTONS. ASCE 7'-10-10 5. FOUNDATIONS:WOOD DECK FRAMING ON ISOLATED CONCRETE FOOTERS FLORIDA LICENSE NUMBER:73968 11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, ASM35,AND SPEC FOR ALUMINUM PART 1-A,&1-B CONCRETE FOUNDATIONS PER"A"OF GENERAL NOTES AND SITE SPECIFIC DETAIL CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, Joel Falardeau P,E, VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, ASTM C94 SPALLING OR OTHER DETERIORATION. ASTM C150 6. SOLID ROOF TYPE: 3"X12"ALUM PANS FL 22840 OR EQUN. FLORIDA LICENSE NUMBER:70667 ASTM C33 B.MASONRY: ASTM C260 Erik Stuart P.E. 1.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD ASTM C494 FLORIDA LICENSE NUMBER:77605 HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON AStM A185 TYPE M OR S MORTAR ALL.WORK SHALL COMPLY WITH PREVAt NG 2.ALL MORTAR SHALL BE OF TYPE M OR S. FLORIDA BUILDING CODE(CHAPTERS 16,20 AND 23) CODES FLORIDA BUILDING CODE, 3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE 6TH EDITION MAXIMUM COARSE AGGREGATE SIZE OF 3/8". CURRENT ALUMINUM DESIGN MANUAL NATIONAL ELECTRIC CODE, 4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING F.ABBREVIATIONS: AND THE CITY OF ZEPHYRHILLS FBC Plans&Engineering REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"INTHE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED ENGINEER'S NOTES HEIGHT. TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT ALL WORK TO BE DONE ACCORDING TO FLORIDA BUILDING CODES. ORDINANCES Services,Inc. TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS6272 Abbott Station Drive Unit 101 C.ALUMINUM: 1.TYP—TYPICAL ASSUMED SOIL BEARING CAPACITY TO BE 1500 PSF. SOIL CAPACITY. 2.SIM—SIMILAR 6272 Abbot fl.33542 1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO•TILE 3.UON—UNLESS OTHERWISE NOTED IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION Phone:(813)788-5314 MIlVIMUM REQUIREMENTS OF 6005 TS FOR ALLOY WITH A OF THE BUILDING AND MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS• 4.CONT--CONTINUOUS PROCEDURE AND SEQUENCE TO INSURE THE SAFETY THICKNESS OF TES COMPONENT PARTS DUOFGWHAT TEMPOS BRRft INCLUDES.ING..TGUYS, OR Fax: a:(81)-824-7894 2. WHERE KICK PLATES ARE USED A MINIMUM 5.VIF- VERIFY IN FIELD LIMITED TO, THE ADDITION TIE DS THAT MAY BE NECESSA of SUCH CO OR CpM°P oN rNIM IS NOT Website:_www.fbcPlans.com 0.024"SHALL APPLY. AND 5HALl- REMNN THE PROL'ERTY oA� email:a 66)-8 plans.com 3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART 1-A- G.RESPONSIBILITY: AN THE PROJECT. SPECIFICATIONS FOR ALT 1-B JI"I STRUCTURES-ALLOWABLE L ALL SITE WORK SHALL BE PERFORMED BY A LICENSED OF DIMENSIONS AND ELEVATiONs SHOWN ON THE STRUCTURAL DRAWINGS 5 I T y Ci zEA�Y DRAWN BY; W.P. STRESS DESIGN"OR"PART 1-B-SPECIFICATIONS FOR CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING ALLBE AND SHALL CONFORM TO THE ARCHITECTURAL DRAGS. FACTOR TUM STRUCTURES-BUILDING LOAD AND RESISTANCE CODES,LOCAL ORDINANCES,ETC �,� DATE: 6 4/18 FACTO DESIGN"OF THE CURRENT ALUMIINSOCIATION 2.NOTIFYING ENGCONTRACTOR IINEER OF ANY DISCREPANCIES BETWEENALL VERIFY ALL DIMENSIONS LUMBERDETAILS, LU B1. STORE LUMBER OFF GROUND, KEEP WELL VENTI ATED AND COVERED• AAg�NER / MANUAL PREPARED BY THE FLORA UM 2. CURRENT I:BTTION, ASSOCIATION GRADING RULES GOVERN. REVISION: DATE: INC.WASHINGTON D.C.THE FLORIDA BUILDING CODE 6TH DRAWINGS,FABRICATED ITEMS,ORACTUAL FIELD 3. ALL LUMBER S N, BEAR GRADE MARK OF AN ASIC BOARD OF REVIEW AGENCY• EDITION(CHAPTER 16 STRUCTURAL DESIGN&CHAPTER 20 CONDITIONS 4, ANY SPECIES ALLOWED UNLESS OTNERWiSE NOTED. ALUMINA 3.THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE # 5. S�E5 ARE NOMINAL ACTUAL SRES SHALL CONFORM TO AMERICAN RO 1 4. WHERE ALUMINUM COMES INTO CONTACT WITH STEII OR 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THELUMBER STANDARD PS 20-70. CONTRACTOR6. MOISTURE CONTENT OF LUMBER 2' OR LESS IN THICKNESS SHALL BE RO 2 PRESSURE TREATED LUMBER PROVIDE DIELECTRIC 4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED 197E OR LESS AT THE TIME OF INSTALLATION• SEPARATION. RO 3 5 ALUMINUM TIMBERS SHALL BE g ITrCHED WITH NO LESS ON INFORMATION PROVIDED BY THE CONTRACTOR AND STRUCTURAL INSTITUTE TO HAVE 1120 PSI FIBER ION (5TRE)� IN TIONS. ALLUICE TO THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER F 5 ANY DETAILS N T SHOWN ARE TO BE ENGINEERED BY A AMERICAN M ANST I NF OR CONCR DONEE PRESSURE TREATED• RO 4 USING#12 SPACING MAY BE 24"ON CENTER. 6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE.THEY LICENSED P.E IN ENGINEERING PRACTICES.ACCORDANCE WITH STANDARD Hip SKCL BE SOUTHERN PINE 2-2'K._ LAMINATED W/1/2" PLYWOOD. PROJECT ADDRESS: SHALL BE LENTFIED WITH A DECAL ESSENTIALLY STATING GLUED D SI/CONSTRUCTION ADHESIVE AND NAILED W/#16D COMMO S 16" O.C. "REMOVABLE PANEL SHALL BE REMOVED WHEN ED S SPEEDS EXCEED 75 MPH".DECAL SHALL BE PLACID SO TT IS ALL FASTENERS SHALL COMPLY WITH THE DESIGN LOADS. TIM CHAMBERS VISIBLE WHEN PANEL IS INSTALLED. 38844 5TH AVE, D.FASTENERS: CONTRACTOR SHALL HAVE MANUFACTURERS SPECIFICATIONS (CUT SHEETS) ON SITE Z CHA ILLS. FL 33542 1. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE AT THE TIME OF INSPECTION. FOR REVIEW BY THE BUILDING INSPECTOR, 300 8,WITH STANDARD FLAT WASHER UNLESS TO MEET LOADS AS INDICATED. MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE TERMITE TREATING : CONTRACTOR: WITH ACQ PRESSURE TREATED WOOD. SOIL BELOW STRUCTURE TO BE TERMITE TREATED TO A DISTANCE OF 5'-0' 2.HEX BOLTS HAS TO BE AS A 325,PLATED WITH STANDARD BEYOND THE PERIMETER LINES OF THE BUILDING. OWNER FLAT WASHERS AND NUTS. 3.ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTL,RAWL, TAPCON,REDHEAD,DYNABOLT,OR APPROVED EQUAL. 4.ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE I NOTES I -