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Home My WebLink About12-13010 ' CITY OF ZEPHYRHILLS 5335-8111 STREET � �sis��8o-oozo 13010 BUILDING PERMIT Permit Number: 13010 Address: 39216 HEIGHTS AVE Permit Type: ACCESSORY BLDG. ZEPHYRHiLLS, FL. Class of Work: CARPORT Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: ZEPHYR HEIGHTS Est. Value: Parcel Number: 12-26-21-0030-00500-0060 Improv. Cost: 1,599.65 Date Issued: Name: MCGHIE, ERIC JR& DAWN Total Fees: 67.50 Address: 39216 HEIGHTS AVE Amount Paid: 67.50 ZEPHYRHILLS, FL. 33542 Date Paid: 5/01/2012 Phone: (813)780-8592 Work Desc: INSTALLATION METAL CARPORT 20 X 21X 7 � ��, ��/h� � �'< � ��c�rz�� i��t�// SHEATHING 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 corrections not made when inspections called d)work not ready for inspection when called e) permit not posted on job site f) 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 commencement may result in your paying twice fo� improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notiae of commencement." Complete Plans, Specifications Must Acaompany Application.All work shall be pertormed in accordance with Ci Codes and Ordinances. NO OCCUPANCY BEFO C.O. /� ` ` � ONTRACTOR IGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER �� w� :,. City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: - % �t� ry .�j � Date Received: ,�- 2� ' l� Site: 3�� j "�� `(�S J�'L� Permit Type: °��- � 2 � �C � 71��( �' �� - � r� Approved w/no comments:❑ Approved w/the below comments:`� Denied w/the below comments: ❑ � �`� �,;, ��' + ` � '< - ��— � ��:�e� � 2 �.'� f�� (p �^ � � �: � ��P�� -zs ,� This comment shee .s 1 ep with the permit and/or plans. `lf "'z�/Z- � - �, ` i �/ ,,K � .�� Kalvin S ' zer-Pl Examiner Date Contractor and/or omeowner (Required when comments are present) a�3aeo-oozo City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received phone Contact for Permlttin _ Owner's Name � G GG h ( Owner Phone Number ,3-•��b-g� U[. � �(� / Owner's Address ��a�( f�t -�S U� Owner Phone Number ��/'�5�"�y4l Fee Simple Titleholder Name Owner Phone Number � Fee Simple Titleholder Address JOB ADDRESS ��(a � � ��ti C�� A U C ] LOT# �� SUBDIVISION , PARCEL ID# I� ��,�� (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED � NEW CONS7R B ADD/ALT � SIGN Q Q DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR Q COMM � OTHER TYPE OF CONSTRUCTION Q BLOCK Q FRAME � STEEL Q DESCRIPTION OF WORK �� T�" �, ��'�� BUILDING SIZE � �/�C SQ FOOTAGEI�U I HEIGHT � QBUILDING $ VALUATION OF TOTAL CONSTRUCTION 9� DELECTRICAL $ AMP SERVICE � PROGRESS ENERGY Q W.R.E.C. OPLUMBING $ ,�� 30 �U OMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION QGAS Q ROOFING Q SPECIALTY 0 OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO BUILDER CqMn.qN�l 1-1�0 yi�l,� d�.,,��1 f:.�_ SIGNATURE , �� REGISTERED Y/ N FEE CURRE� Y/N Address ' License# � � ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURREA Y/N Address License# � PLUMBER COMPANY SIGNATURE REGISTEREO Y/ N FEE CURREP� Y/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y I N FEE CURREP� Y/N Address License# � OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# C -1 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)woricing days after submittal date. Requfred onsite,Construction Plans,Stormwafer Plans w/Silt Fence installed, Sanitary Facilities 8 1 dumpster;Site Work Permit for subdivisions/large 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 construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities 8 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. Dfrections: Fill out application completely. Owner 8 Contractor sign back of application,notarized If over E2500,a Notice of Commencement is required. (A!C upgrades over 57500) " Agent(for the contractor)or Power of Attomey(for the owner)would be someone with notarized 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 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 IMPACTIUTILITIES 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.cer#i�cate 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 "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: 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 pertormed 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. - Depa�tment 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"V" unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan add�essing 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. 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. FLORIDA JURAT(F.S 117.03) � OWNER OR AGEN CONTRACTO /IiG Subscribed and s n to(or affirme ) efof ine this Subscribed and sworn to(or afflrme o e m this �'-2ti:-��y � � cc�r �f-2r� lZ. by�f &R�e. �C�i�� Who i�/are personally known to me or has/have produced Who is/are personally known to me or has/have produced ir i C�t�. as Identlfication. (r (�%t�'Z-- as identification. ; L � Notary Public /. ' :;�i��., JA LINE BOGES " :•; ::= pqp5yp ; ' Comm�ion� :*: :+r� G ' '� - Co`r�ssio�(t�t6. • ' � �;� �.� c�it�es DAC�li�bet 12,2014 �`•$��n,' BaMedllruTrayFrnMwuanco8003857019 .p„��,. BadedThiuT FalnYrum Name of Notary type ,p Name of Notary typed,printed or stamped 0 m � � z � � � � a �N s z ��, Q~ �onnr--. I � �-�,�n�oy � , � °��mo�� ;� nmoo�o c��z� 0 0 �- o � • �my°m o -i m� nao�v �, -i 0 0�, I � m�z� m c�r-"�o r-w O� (7 �;n � am I I �yn� � I � � � N. 00'23'30' W. I l0.00(P8F) ��' � o �o o� � � o_ 5.0' UTiLITY EASEEMENT x o, � 15.7' n ��_ �' a\ �a.a _ n ; � � �n—nj� � I o� p a W � � � d��' � %L7 �mmrn '� � a ��o � °com= r- P Zy� pu�i o I � z n � _ `� �0 � �m�o w ` y � z > � �''��ltnm ro � � � a� � �°'R'Z-► � +� � � '��- z�o g � � m�� 20.4' g S &8 4.6 I 1 ,� QI ^ m (/'� •r. a '� 20 5' �•i� r •�. `��- ro m -- ' -O— — — r - - -- - - - - - U n� w 'I � _ J 110.00(p) r b � � _ ax �" UI = � � n � 01 f� �0ncreje � � � '� � m I�'� �o j '- 2 I O � -t ��j O , y � �i-"E " ��° � � Ou �n v .� � � Z ^ � � b ~ 1 x I �1, i i I ,, ' x � --- � r5.5' os o� �� `°kI S. 00°17'00'E. 11a00(P8F) �� x - �c�T ,I y �N .A� SO ��1 y y �r b � D� ti ti O T '�ftllt: 1�� _ �j�' , �1'nr�� ,� oF:.BQ�.�}�� Y �� SURVEYGR'S lVOTES: 1 Tn:a ia a 9oundary Survey, made an tAe g�und nder ' e eupervieion o1 a Flartda Ragietered Survryor end Mapper Field aunry wes completed on 2. Bearings orc baeed on: G t� • �a n i^ 4 3. ho undsrground uiil'rtiee, underg und ancroochmanSn or builqing foundatione were measurod or looated ae o paR o1 thia survay, uMas otherwise showr.. Tren anq ahrubs not located, unlasa otherwix ehown. 4. Tnia aurvey waa conducted tor the purywe of a Boundary S�rvey anly, and is not intended to delineate the �ngulatory Jurind(Mion of any tederol atak, regiorwl or Incal agenry, buard, commi�.sion or stah, reqionel ot local ao�nry, yoary, commiaaion or othe�simliar entity 9. Thia aurvey wae canduMad wRhout the benefit of en abatract ot title,£�eretors, there m�q be other righta—of—way, astbadc I(nes,ogreements, reaervationa, rovtricUon, or otha etmiliar motters of pubiie record, not depicted on thia aurvny. 9. Flood zone determination baeed on a aml�d interpretation ot the Flood inauranx Rate Napa oa ahorn heroon. prio�to conatnqtion, Butldin9 Departmant ehould be oontaotsd fo�wr'rfioation oT flood zone. 7 Attention ie direeted to the faM that this aurvay may havc been reduced or enlarged i� eize due to reproduMion. This ahoWd be taken into cenaideration w1�en obtoining awisd data, 9.Re—use oT thia aurvey tor purposes other tFqn it roa intended,Nithouf wriEten ve�Afcotion,will be ut the re—uaere aola�iek ond witia�t Gabifity to th�surveyor Nothing herein shall bs oorpt�ued to give prty righta or bensf(ta!o arryorn othar than thwe certified tc. 1. 'IHIS SURVEy NOT VqLID WfT'rfOUf iHE SIONqTURE AND DRIGINAL RAJSEp gEpl OF A FLORIDq LlCENSFD SURVEYOR AND AW�PER'. �ovn �wn �noNs .I.P.=FCXIND IRON plpE F.C.M.�FOUND CONCRETE MONUMENf R/W=RIOHf—pF—WAY (D;�DEED .I.R.�FOUND IRON ROD F.F.E�FlNISHED FLOOR ELEVATION P.B.�PIAT BOOK (F�..FlELD �I.R.�SET IRON ROD p.O.B.�P01NT OF BEGWNING R/W � RIBFff'OF WAY (p)�pUT JW�SIDEWAtJ( p.O.C.spONJT OP COMMENCEMENT W/F WOOD FENCE CH.=CHORD P.K.�SET NNL dc DISK G.T.I�.6RA7E TOP INLEI' A�ARC C/L—CHAIN LJNK �7,�p.�FDUND /C;41R CONDfT10NF3t D.R.�OFFICUL RECORD BOOK ESM'7'.�FJ3pr�Q�T P—�OVERHEAD F'OWER D.B.�DEED BOOK ELEY. = ELEVA'fION COV.RCO'VQiED T—�OVERHE4D TpFPHONE F.P.K.drA.�fDUND NNL AND DISK D/W = ppIVEWAY PQ.�p/GE �� P.C.P�PERMENENT CpN{ROL POIM' C.8�CHORD BkARING iYp. =7yp�CA1 ONC.=CONCRETE p,�,�pq�OF CURVq7URE RES.=RESIDENCE (C)eG4LCUlqTID —t0U'�TYpICq� 6{,FyA710N C.M.P = CORREG�TEp METAL PIPE P/A�POOL PU6fP ASSEMBLY /RaNOT RECOVERABLE R,C.P. : �ryNFORCF31 CONCRETE PIPE y��y�� RNER JD=FOIIND M.E.S.�MfiERm END SECt10N /F�WODD FENCE P.R.M. — PERMENEM REFERENCE MONUMEM' 'W � FIEIDWIRE FENCE N.O.V.D.�u.4Th�N/�L.OEOOETIC VERJICAL pq7UM J00� Z�IVF C�1�f7w47E This ia to certify that the property shown hereon faiie vith Fland Zcne�_as per the Flood Insurunce Rate Map, :amma ity �=cnel Nus,be; �--LQL3_j DC�!%J Ts ,aaced_/Z^f�-'ii� x�r�rm % Enc McGhie&Danw DeGamo,Sunstate Title Agency,Inc.;First Amencan Title Insurance Co.;CTX Mortgage Company iEREBY CERTIFY THAT THE SURV�Y REPRESENTED HEREON MEET'S i'HE °MINIMUM CHNICAL STANDAROS"FOR LAND SURVEYING/N 7'HE STATE OF FLORIDq: IAPTER 61G17-6, FLORIDA ADMINISTRATIVE CoDE � ��"`��}� _°ddie P. nkins, P.LS. P,�o�s�c� r� ��ls7RAno/v No- 5.334 CMlficote oi AutAor9zation: LB � 8859 ReWatone Dale Reviai e Date F.B.L(' Pg. Job � B�Q6—�3 � Station� 0 S—T—R. ^ :� Misc.�d Sheet � of � � � � IP � �l� � tl� � SURI/EYllVG AND MAPPING, INC. i 900 HIGHWAY 41 NORTH, SUlTE 105 LAKE FRANClSCO PLAZq, LUTZ, FL 33549 PHONE (B13) 948-2666 or 948-2999 FAX (813) 943-58 i 7 Pasco County Parcel: 12-26-21-0030-00500-0060 001 Page 1 of 1 Data Current as Of: Weekly Archive - Saturday, April 14, 2012 Parcel ID 12-26-21-0030-00500-0060 (Card: 001 of 001) Classification O1 - Single Family Mailing Address Property Value MCGHIE ERIC N )R&DAWN M Ag Land $0 39216 HEIGHTS AVE Land $26,173 ZEPHYRHILLS FL 33542-4672 Physical Address Building $40,286 Extra Features $596 39216 HEIGHTS AVE ZEPHYRHILLS FL 33542-4672 lust Value ;67,055 Assessed (Save Our Homes) $67,055 Le9al DeSCriDtion (First 4 Lines) Homestead 196.031 - $25,000 Non-School Additional Homestead Exemption - $17,055 See Plat for this Subdivision �'" Z HTS MB 5 PG 50 L6, 7 Non-School Taxable Value ;25,000 BLK 5 School District Taxable Value ;42,055 OR 7570 PG 996 Warning: A significant taxable value increase may occur when sold. Click here for details and info. regarding the posting of exemptions. Land Detail (Card: 001 of 001) Line Use Description Zoning Units Type Price Condition Value �1 0100 SFR OORl 13,703.00 SF $1.91 1.00 $26,173 Additional Land Information Acres 0.31 Tax Area 30ZH FEMA Code X n i I ZHLGLP3 Buiidina Information - Use O1 - Single Family Residential (Card: 001 of 001) Year Built 1955 Stories 1.0 E�cterior Wall 1 Concrete or Cinder Block Exterior Wall 2 None Roof Structure Gable or Hip Roof Cover Asphalt or Composition Shingle Interior Wall 1 Plastered Interior Wall 2 None Flooring 1 Asphalt Tile Flooring 2 None Fuel Electric Heat Forced Air- Ducted A/C Central Baths 2.0 Line Description Sq. Feet Repl. Cost New 1 BA�S 1,503 $71,092 2 �1�P 207 �- $1,466 3 F�P 231 $2,743 Extra Features (Card: 001 of 001) � Line � Descriptio� Year Units Value 1 DWSWC 1955 234 $88 � 2 LFEN E 1955 480 $169 3 UDU-M 1983 1 $339 Sales History Previous Owner CRAWFORD VELMA B Year Month Book/Pa�e Type � Amount 2007 07 7570/0996 WD $165,000 �-1967 � 06 0364/0343 WD $0 http://appraiser.pascogov.com/search/parcel.aspx?sec=12&twn=26&rng=21&sbb=0030&b... 4/20/2012 DISCLOSURE STATEMENT FOR OWNER CITY OF ZEPHYRHILLS — BUILDING DEPARTMENT I, have read and fully understand and agree to the provisions of this ins ment. 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 by said domicile, and same is not for rent, lease or sale. That he or she shall comply with the following conditions: 1 That the owner and he or she alone shall act as the builder for all phases of 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 comptetion 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 appfied 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 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 the responsibiliry 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 worker's 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 SIGN TURE � DATE ADDRESS 3 a PHONE 1 � o- � WITNESS PERMIT UMasterforms/OwnersAffidaviUNov07 �� INSTALLATION PLANS 8c DETAILS o FRAMING 8c FASTENER SPECIFICATIONS rM�M METAL CARPORT STRUCTURES �o� �� m "A" �RAM ED RAF-TER M°�� I � rno�Z OPEN BUI �DING w w > FOR CONSTRUCTION IN THE STATE OF FI.ORIDA �� `..J � � Z 3:12 ~N ~ F�-I N w LJ c0 U p 7 M Q� �� r__� � 41 �� r'� W� a U ~j F+�1 >a �L� � �n w w �w �EXISTING OR FINISHED GRADE F�-VARIES - SEE SPECIFIC PLANS-�-I w � � � 1 NPICAL ENDWALL FINISH ELEVATIONS S1.0 scue: N.r.s. W � x � � U � W � aH � � � �. � Wa � M � �s � � a �� ox � Q� � Waa �N � NF L ORK HALL i��IPLY 'IT A L �w " w EXISTING OR FINISHED GRADE p R E V A � W COD Ti C CODE ND �' I�---��-��.�� CiTY OF ZEPHY L IN�aN�r� �21TYPICAL SIDEWALL FINISH ELEVATIONS � st.o scn�e N.r.s. �c �o n N GENERAL NOTES. �.o r 1,WIND IXPOSURE GTEGORY 8 G(.�y4l.0 ��,_,r� ^� �_�� a Q 2. H�ISIC WIND SPEED 3-SECOND GUSf OF 100 TO 130 MPH: `'°- L MA1(IMUM RAFTER/POSf AND FND POST SPACINC - 5.0 FEEf L 3. HlSIC VIIND SPE�D 3-SECOND GUSf OF 130 MPH: -----_ IM7(IMUM RAFfER/POSf SPACINC AND END POSf SPACINC� 4.0 FEEf " �� 4.AVERAGE FA5fFNFR SPACINC ON-CENTERS ALONG RAFfERS OR PURLINS, �T� �� yE�'HY RHILL� Y o 5. PECFlCA110(NS��PLICABLENO�298GMKE�(100 TO 130 MPH) ME7AL PPNELS �'LANS EXAMINC[�y W� (WRH FY�BOKSI, AWN RIB HOCHT OF 7/8'(GALVANQm OR PNNfID SfEF1) Lf�, I�� m:�� FASTENED DIRECTLY TO 12 GA. S1EE1 TUBE RqF7ER FFqM6/HAT CHPNNEIS '-----_,_�__ ��F 6. FlSTENERS CONSIST OF 1/4'- 14 X 3/4'SELF-DRIWNC SCREWS ""— �aoQ WffH COMROI SFi1L WASHERS U U 0 7.SPECIFlCATIONS APPUCABLE ONLY FOR MEAN ROOF H�GHT OF 20 fEEf OR LESS AND ROOF SLOP6 OF 74' 3:12 PRCH. SPACING REOUIREAIEMS FOR 07HER ROOF H�CHfS AND OR SLO ES MAY VHKY.) c� 8. GROUND ANCHOR REWIREMENIS ARE ONE AT EACH CORNEft AND EVERY OTHER w INTERIOR RAFfER PoST IACATION,AT A MAXIMUAI OF 70'O.C.,AND BOTH SIDES � OF OPENINGS WHERE B/SE RAII IS ABSENf. O �AR�N6'�/C ORS ARE NOT REQUIRm WRH CONCREfE SUB CON5fRUCf10N. � \ � o w ,,, ESIGN CRITERIA: CERTIFICATIGti � a � U CODE. FBC 2010 IMPORTANCE FACTOR= WIND 0.87 � GROUP USE. U (CARPORT & BARNS) THE CALCULATIONS/SP�GFlChT10N5 CON7AINE0 IN THESE DRAWINGS � � � IC WIND VELOCITY� 0 MPH LOAD COMBINATIONS. F1AVE BEEN PREPARED IN ACCORDANCE WITH THE REOUIREMENTS OF O SEC 160 P THE 2010 ORIDA BUILDING CODE � � � ROOF . 2 PSF DL+LL, O.6DL+WL � p d, DL+0.75LL+0.75WL �+ ROOF LNE LOAO' 20 PSF /' /� N t COMPONENTS k CLADDING - 26.97 PSF CURTIS E. KEEN, P5�'23836, CA�3761 �] � PRESSURE ROOF/WALL + 31.00 PSF W � � C,` 0 � 0 N � r ��n �o�r� � � � m MOi+�jU I � � I �O�� Z W W � O.S. STEEL O.S. STEEL � 20'-0" �k �J � ENDWALL OPEN ENDWALL(S) Z r�. NO FRAME MEMBERS �,..,� F-� �O.S. SiEEL O.S. STEEL w � �.J � o w � � B COLUMN � I--�1 TRUSS s k � o `.J r, � Z W � C RU SN w 1-+-1 ° � NATURAL GROUND �I � � � o SIDEWALL � o � � N !` N r , D C RU SN W o � SJ °G� � � E COLUMN W (� TRUSS H � o x � � �F � � `"' w —O.S. STEEL O.S. STEEL �" a F � � � OPEN ENDWALL(S) Q'i t/j� NO FRAME MEMBERS W a � zo'-o" a x Z O.S. STEEL 0.5. STEEL � py Q a � � � a aa 1 DIMENSIONED SPECIFIC FLOOR PLAN VIEW � N E 52.0 s�: i/e•- i'-o � E-� W z w aa � M � �c M1� �O N� �k O L ' a� ¢ ��w �o , y C � lal o V m_.. w �d4 U U 0 N W \ Q M � M O W W Q (=.'1 Z � I °w O � � � o �a N � w (y � � 0 � 0 N � M�^ r �o�� m �O M U � J � � �0�� Z W L'� > O.S. STEEL O.S. STEEL J 20'-0" � TYPICAL SOIL ANCHOR � ENDWALL OPEN ENDWALL(S) Z r� NO FRAME MEMBER'i �� F-1 Fil ~ �Q,�O.S. STEEL O.S. STEEL w �J �o w � � B COLUMN IT-kl �--� o TRUSS `.J �,.� � Z w � o o C RUSS o w F+i o SIDEWALL NATURAL GROUND � o � � � N - (,` N � � °Russ W ° x � � TYP2 AL �TRUSS � eM 1 � x � � �F L d v � W —O.S. STEEL O.S STEEL ,�"' a F C� �' �y'' OPEN ENOWALL(S) 0.' Uj� NO FRAME MEMBERS W �7 TYPICAL SOIL ANCHOR �l � 20'-0" ~ z O.S. STEEL O.S. STEEL � � Q a � a � 1 DIMENSIONED SPECIFIC FOUNDATION PLAN VIEW � N E'' s3.o sca�: �/a•- �'-o E W z w aa 2' WASHER TS CONfiNUOUS BASE RAIL t0 M TOP OF ASPHALT PAVEMENT OR GROUND SURFACE � 2' WASHER �c M M R1 q �ii�-Tiii�l�i i liiil �o I-I c" a �� d 36" LONG (MINIMUM) W/ 3/4" ROD & Y� i A MINIMUM 4" HELIX EYE ANCHOR w'o U �w.. �'L ti J m Q U U O N W \ Q O � M �2�DEfAIL � REQUIRED SOIL ANCHOR ° S3.0 SCALE: N.T.S. � W Q � Z � I w � � � � o �d � N � O 2 � N � 0 � 0 N � M�r � � � ao�M � � I w UO i.�jU 2.25" 14 GA. SQUARE TUBE � � � lYPICAL EACH SIDE c�Y� �O�M� Z W 1/8" FILLET WELD 1 1/2" LG. > AT 5" O.C. BOTH SIDES � 6" � 3:12 OF PEAK BR,4CE T h V.J � I f� ��-�� I SEE KNEE BRACE DETAIL � � !� 12'-0�� N �"i �� /� M+-1 1 I-5�THROUGH l F � 2.25" 14 GA. SQUARE TUBE w r k �J \J o 11'PICAL EACH SIDE `� � � � � SEE DIAGONAL CORNER ~ ~ BRACING DEfAIL � w � � W N Fi� I► 'l��—� -I � V 1 1 INTERIOR FRAMING SYSTEM S � � 54.0 SCALE. N.T.S. � � x � �, v M W � ,.a F � � � I I � � � � Wa � 2.25" 14 GA. SQUARE TUBE W a A iYPICAL EACH SIDE �! a O �i ,'� 1/8" FILLEi WELD 1 1/2" LG. � W � AT 5" O.C. BOTH SIDES � N � 6" � 3:12 OF PEAK BRACE I f��-��1 I SEE KNEE BRACE DETAIL W I 12'-C�� (� � 2.25" 14 GA. SQUARE TUBE o TYPICAL EACH SIDE I I n � � (�� SEE DIAGONAL CORNER � BRACING DETAIL �o �« Y1 N ik O W+r , a � I 20'-0 - I �° d �'c Y W O U 2 END WALL FRAMING SYSTEM(S) ^�:�•• 54.0 SCALE. N.T.S. �v Q U U O N W � Q O � \ M W W � Q = Z � f o � I w O `O � a o � N W O N � ' r 0 � 0 N � 12 TS RAFTER POST (CORNER) ^M�M � a3 a r ti WELD NIPPLE TO BASE RAIL W/ 3/16" FILLEf WELD %�� m , � F� �' TS NIPPLE �� I w � TS RAFTER i i i U O N i �`\\ j I ll M�MJ cD � 0 90, e ' 90. �a�� OMZ ,�. • o w w o > > �� J 1 1/2" X 1 1/2" X 2" 16 GA CLIP `�� ANGLE, SECURED TO RAFfER POST rk � W/ 4 - 1/4" X 1" SDF'S � � 90' � � Y�y--1 � TS END POST 2" X 2" X 2" 16 GA ANGLE CLIP w SECURED TO POST AND RAFTER w r� W/ 1/4" X 1" SDF�S, 2 ON TOP TS CONTINUOUS BASE RAIL �.� AND 2 - ON SIDE 1 END POST RAFTER CONNECTION DETAIL �21 END POST/BASE RAIL CONNECTION DETAIL � � 9G1tE MTS. 9GLLC�LTS. r-� � Z W W � 2" X 2" X 2" 16 GA ANGLE CLIP �i � SECURED TO POST AND EITHER TOP F--� OF HEADER, OR BOT. OF WINDOW R41L 90' w � W/ 1/4" X 1" SDF'S, 2 ON TOP � � TS TRUSSED RAFTER w TOP CHORD � � TS RAFTER POST OR END POST p��`. TS NIPPLE !d PEAK BRACE 12 � BOT OF HEADER OR yy � / i\ � �''� � WINDOW RAIL ` Y i� 3 a E,W„� � i i i G4 U] NON-STRUCTURAL HEADER OR WINDOW 6" LONG tTS 2 GA. N�PP�E SECURED ib' i' .� �31RAIL TO POST CONNECTION DETAIL TO A-FRAME POST(S) CW/ 4 - 1/4" C\� � . � 4 1 �wTS X 1" SELF DRILLING FASTENERS � WELD NIPPLE TO RAFTER CHORD W/ 3/16" FILLET WELD � A � � � � � � �" a G�G '��` 2" X 2" X 2" 16 GA ANGLE CLIP -TS POST � N F �� SECURED TO POST (EACH SIDE) AND ' W � RAFTER/CHORD/R41L W/ 4 - 1/4" ,� �' X 1" SDF'S, 2 ON BOT & 2 - ON SIDE i W gp• � � 2" X 2" "BENT" EAR SECURED TO � i � p � BASE RAIL W/ 1 - 1/4" X 1" SDF i i � � i `\�`�` 2 - 1/4" X 1" SDF (1 - EA. SIDE) � � � � M � 16 GA. "U" CHANNEL c 36" LENGTH —TS CORNER POST M� � M H � TS END POST OR DOOR/W�NDOW FRAME POST �o 2" X 2" X 2" 16 GA ANGLE CLIP a a� I ; �� , SECURED TO POST (EACH SIDE) AND I RAFTER/CHORD/RAIL W/ 4 - t/4" � � + c`� ` . �f 90' X 1" SDF'S, 2 ON BOT & 2 - ON SIDE m 90. Y 90' `� o w ic°� � ° TS NON-STRUCTURAL HEADER, BASE RAIL OR WINDOW RAIL ?�Q TS B,4SE RAIL �a �\ /� i �� N W \ Q M 2 - 1/4" X 1" SDF (1 - EA. SIDE) � „�� 0 NOTE:AT ROLL UP DOOR OPENINGS POST 2" X 2" "BENT" EAk SECURED TO � �' SHOULD BE FLUSH WffH RP1L END. CLIP BASE RAIL W/ 1 — 1/4" X 1" SDF a POST TO RAIL ONLV ON SIDE OPPOSR THE Z OPENING � . � W � �o rn POST TO NON-STRUCTURAL HEADER, BASE � � � �41r RAIL OR WINDOW RAIL CONNECTION DETAIL S�DIAGONAL BRACING � CORNERS � �SCHE N.T.S 4� 9GlE N.T.A � W � N � 0 � , o � � ,,��r`° �M A� ��m � I W \�. �O c� �\ U�MU TS BOW RAFTER—� \�'— cMO � � ,.% \'a'Z'` �1 co �\d� 12 rn��c� �.\ v,� a 3 w �. > 6" LONG TS 12 GA NIPPLE SECURED TO \`�� BOW RAFTER T k , A-FRAME RAFTER & POST TO NIPPLE W/ �� J � 4 - 1/4' X 1" SELF DRILLING FASTENERS � Z � �\ \� N 1--1 Fry,l o `\ 1�'�1 T� � w V 1 � � o � 5' TO 8' RAFTER POST � i �� F...� 24" LONG i 6 GA. UPCHANNEL BRACE p i �� k � 9' TO 14' RAFTER POST: `. �-� 48" LONG 16 GA. U-CHANNEL BRACE o �� Z w NO BRACE � ENDWALL - SEf BRACE O FIRST COLUMN/RAFTER ° W � SEE BRACE DEfAIL FOR CONNECTIONS M+i � � � w � � ��`� TS CORNER POST w �� ` � \� W � ci�` ~ � i �� i �� V � W io � � �lF Lr, �/1 TS A-FRAME POST �„�„i ,'�-� � W a CS � z w � ra � RAFTER/CORNER POST CONNECTION DEfAIL �"' � � sa.2 sr�e N.rs E a '� � � TS POST � N E i W � z � w 2" X 2" "BENT" EAR SECURED TO i � � BASE RAIL W/ 1 - 1/4" X 1" SDF i � i i i � 2 - 1/4" X 1" SDF (1 - EA. SIDE) ;p M � 16 GA. "U" CHANNEL c TS CORNER POST M M � M N '�k� t W•' o - a 0 0 �,� I i v m 0 9�� Y I i.i'o � �� U W w.. W TS BASE RAIL U U� i, � W \ H- O �, 2 - 1/4" X 1" SDF (1 - EA. SIDE) � � n 0 2" X 2" "BENT" EAR SECURED TO � _ e BASE RAIL W/ 1 - 1/4" X 1° SDF Z � � o � � � � o �d � N 2 DIAGONAL BR,4CING � CORNERS N 4. scuc Krs. w �- � � ' r� ' —. o � 0 � N � I 2 M^� 1 '' �Q�M d � I m O.S. STEEL O.S. STEEL ��M U 20'-0" J ENDWALL �o��j Z w w > J � � �--1 Z �N1 �� Fil W � � Z NO FRAME MEMBERS � �"� 29 GA. STEEL PANELS EXTENTS OF ROOF AREA � �-1 �� --1� ---------- - � W ( /�, �—O.S. STEEL O.S. STEEL w � �J r,� 0 a COLUMN W � � - TRUSS w "v � � � ( '}— COLUMN � �J o o TRUSS o � � o SIDEWALL � o � � U�]1 � N � N V C� Fi D CRUSN � �1E+ o � �I V � � � � � a � E �TRUS" W a � q axz �� (Y, A I h- �O.S. STEEL O.S. STEEL � � \/ °----------------------------- - � _ � � � W OPEN ENDWALL(S) ►� N E-� NO FRAME MEMBERS EXTENTS OF ROOF AREA U [� W 20'-0" Z O.S. STEEL O.S. STEEL W Pa � � 1 DIMENSIONED SPECIFIC ROOF PLAN VIEW � 55.0 sca�: �/e•- �'-o �� " M N N•- ik O IW'L-' � a c'� � Y O W O U mC.. ��H �UO N Q M7 � M O W W Q (=7 Z � I °w O � N � o �d N W O N �