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HomeMy WebLinkAbout16-17781 i . CITY OF ZEPHYRHILLS � ' - 5335-8TH STREET (813)780-0020 17781 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit I�umber: 17781 Address: 5002 AIRPORT RD Permat Type: ACCESSORY BLDG. ZEPHYRHILLS, FL. Class of Work: CARPORT Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Esf. Value: Parcel Number: 12-26-21-0000-04900-0010 Improv. Cost: 4,765.00 OWNER INFORMATION Date Issued: 10/27/2016 Name: CITY OF ZEPHYRHILLS Total Fees: 90.00 Address: 5002 AIRPORT RD Amount Paid: 90.00 ZEPHYRHILLS, FL. 33542 Da�e Paid: 10/27/2016 Phone: Wor,k Desc: CONSTRUCT CARPORT 24 X 31- NFI CONTRACTOR S APPLICATION FEES CAROLINA CARPORTS INC BUILDING FEE 90.00 I � R ` ��. i � � ' �Q ' , � � Ins ections Re uired FRAME SHEATHING FINAL REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the local �overnment 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 properly 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. I NO OCCUPANCY BEFORE C.O. CON R S E PERMIT OFFI R , PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION , CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED � PROTECT CARD FROM WEATHER i Carolina Carports Inc. 187 Cardinal Ridge Trail ' Dobson,NC 27017 1-800-670-4262 ,I October 20, 2016 I �� � � �i ; To whom it may concern, i j This letter is to authorize Scott Orie to pull a permit for Carolina Carports Inc. and Michael Johnson for city ofZephyr Hills, F1 Site Address-4330 20th St. i Zephyr Hills, Fl. 33540 � Thank you, Michael Johnson CCI Lic.# cbc 12548 Coun :<� tY � State: � . < �i Notary Signatur • I � i FELICIA TOLBERT ; Notary Public, North Carolina � Surry County � My Commission Expires Mprch 03, 2019 �i OCT-14-201G 15�C0 From: Ta;2$1�?S@00��. 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' ; 1 MIYht� TiY18Nl V i Ft31'IOW.�iI Q . � NF7IB �„� 1'{�'JBQM eWS11WM1VN � QiiUd!Ald]�tlDIYI � � 1fk�idi�YBidMNC3N�iMd� �QiT3�Td I I � #iOl Y '? +' �^'CCi Lft II4►' : � ! i � � , �PY �� 'I 1 I � �� �H�4f��'/ ��....����S� � ��� ,� ^�"'�...-.^ � _•__�. .�.�, �n.ww�.�� �'���s�� ��•M�.,�",ry�, ' : �N�++�►1d�0 ^ «�..�+� � � t � . - uAA�+�etx+►tainno��a4d .,,r p�i�+1�q t �, � y�u4s�t0�+8 ' I ; tm�o-osu,�CteRs3 ����ht�!�d Sqi4�1�2�O� t�o9t�fi{8 ' t' � � �Ot��a 8oan 5ssv� 9aaaivt�o� :�uw� � �I � G � � t� ' 813-780-OQ20 City of Zephyrhills Permit Application Fax-813-780-0021 - Building Department Date Receivedl .�"� Phone Contact for Permitting � Owner's Namo � �-(�- �S z-- ` Owner Phane Number . "7 -.� 3- Owner's Address SE7c.��.. �-t�S Z Owne�Phane Number �- � '� � � Fee Simple Titleholder Name �.r G c� 'c. Owner Phane Number i y � I Fee Simple Titleholder Address il r'�JOB ADDRESS � C��2 •� � 2�, 1� \� LOT# � ,i (�� j�, suBoivisiaK�- I � �aRCE�,io# r (OBTAINED FROM PROPERN TAX NOTICE) WQft1C PROPOSED e . IVEW CONSTR 8 ADD1At�T �� SIGN Q � DEMC}�ISN � INSTALL REPAIR PRQP.QSED USE Q SFR [� CONiM � OTHER TYPE'OF CO�STRUGTION Q BLOC - FRAME 0 STEEL [� - DESCRIPTIO�OF WORK ,.� F _ BUI�t3tNG SlZE SQ FOOTAGE�� HEIGHT F'�' �BUILDtNG � <� ��_ � VALUATtON°OF TOTAL CONSTRUCTION �. �.� I QELECTRIGA� $ � AMP SERVICE Q PROGRESS ENERGY 0 N1.R,E.C. �t�tj� � p� / �-S�� r�W �,17 ��''�''� � �PI.UMBtNG $ �1�1 1 QME�HANECAL $ VA�.UATION OF MECHANlCAL INSTALiAT10N ���� � � 'I � � QG1il` Q RQOFING Q SPECIA�TY [� OTHER � �,�,_j„Z+�- ����A FINISHED.FLOOR ELEVATIONS FLOOD ZONE AREA QYES N f����� i BUILDER , � /"COMPAM' � SIGNATURE� REGISTERED Y/ N FEE CURRE� Y/N ~` Address� „��-a,?�-I License# ! i E�ECTRICIAN COMPAFIY SIGNATURE� � REGISTERED Y/ N FEE CURRE� Y/N t Address Liaense# PLU3UDBER; CQ1tAFA�QY SIGNATURE' �REGISTERED Y/ N FEE CURRE� Y/N i � - Address License# �- � � , NlECHANICA� COMPANY SIGNATURE'� REGISTERED , Y/ N FEE CURRE� Y/N i Add�es� License# 4�Hf'iR�t� ���'� COMPANY - IGNATURE j� -'�-'� I REGISTERED Y/ N FEE CURRE� Y/N � � r!:r►�� q � ��s$ p License# i� RESIDEN11A1.= Atfach�2},Piot P,lans;'(2}:sets of Buildiitg-Placts;{4}'set of Energy Forms;R-Q-W Permit for new cansbuction, , .. , ;Minimum:ten�(.10)working;days after'submittal dafe. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence ins#alled, � Santtary,�acilitias,&,1:�dumpster;Site Work Permit for subdivisions/large projects COMMERCIAL Attach�(2}'comple#e sefs of Bui1cl�ng Ptans plus a L'sfe Safety Page;(1}set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal dake. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, � Sanitary FacHities F�1 dumpster.8ite Work Permit fo�a!{new proJects.Ail commerciai requirements must meet comptlance SlGN PER�At� Aftach(2}rvsets of,Engineerec3 Pians. > '*'*PROPERTY SURVEY required for_all NEW canstructian. Directions: � �- Fill out application completely. Owner 8�Gontractor s9grt back of applicat'son,notarized If over$2500,a Notice of Commencement is required. (A/C upgrades over$7500) *" Agent{for th'e cont�actor)or Power�of Attomey{for tfie prvner)would be someone with notarized letter from owner authoeizing same OVER THE C�QUNTER PERMI'RING (copy of.contract required) Reroofs if shifngles Sewers Service Upgrades A/C Fences(PIoUSurvey/Footage) � Drivewa�s-Not over Counter if on pubiic roadways..needs ROW ,� � _ __ ��11 I��111� "__..... . ..�^"�.�^...�-m"-.�_."r ul.�:.�'ir s'iu"`'r+'�.`I NOTIGE OF DEED RESTRICTIt�NS: The undersigned understands that this.permit may�be subject to"deed"restricti:oiis°� � whicb may:be tnore restric#iva.than County regulations: 'The;tar�d'ersigned�a`ssnrnes;Fespons"ikiilify�for carripl�ianee'wi#h any `�' applicable deed restrictians. „ , ; . UNUGENSED C4NTRACTORS AtdD CONTRAGTOR RESPON$l�ILITIES: !f tlie owner�has Fiired�a contractor or contracfors ta undertake wark, they may be required to be licensed in accardance with state and lacal regulatians.--If the�•�.. contractor is not licensed as requi�ed 6y law, bath the owner and contfactor-may,6e cited for a rriisdemeanor violatian under state law. If the owner or intended contractar are uncertain as to what licensing requirements�may.},apply for..the:�.'� , intended wark, they are advised to canfact the Pasco County Building Inspection Divisibn-L:icensing Section at 727-$47- 84Q9. Furthermore, if the owner has�hired'a cantractar ar contractors, he is advised to have the contractor{s}. sign y, portions of the cantractor Block of this appiication_for which they will be cespansible.. If you, as th'e�owner�sign a"s the contractor, that may be an indication that he is nat properly licensed and is not entitied to permitting privPieges in Pasca Gaunty. . , .. _ . . TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands : that Transportafion Impact Fees artd Recaurse 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 6e ident#fied at:the tirrie of � permitting. If is furfher unders#aod that Transportation Impact Fees and Resourae�Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final_power release. If the project does not involve a certificate af occupancy or_ � • final power release, the fees must be,paid prior to permit issuance. Furthermore, if Pasco Caunty WaterJSewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. � GONSTRUCTIDN kiEN �AV1t{Chapter 713, Flaricla Statu#es,as amended}: If valuation of wark is$2,500.O.O.or more,<1: _ certify that I, the appiicant, have been provided with a capy of the "Florida Construction Lien Law-=Homeowner's Protection Guide" prepared by the Florida Departmen#af Agriculture and Gonsumer AfPairs. !f the appiicanE is someone., other than the"awner�, ! certify#hat i have obtained a copy of the abave'described document and promise�in goad faith to " deliver it to the,"owne�' prioc to commencement. ' � CONTRAGTOR'SIQWNER'S AFFIDAVlT: 1_certify.that al1 the infarmation in this applicatian is accurate and thaf all work � - will be done in compliance with all applicable laws regulating construction, zoning and land-development. Application is � �' hereby made to obtain a psrmit to do wark-and installation as indicated. 1 certify that no work or installatioh has � commenced prior to issuance of a permit and that all work will be performed ta meet standards of all laws regulating � .;construction,�County and City codes, zoni�g regulations, and land development regulations in the jurisdiction. ! also ' ' certify that 1 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: � � - Depattment of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive - ' � Lands,WaterJWas#ewater Treatment. ! - Southwest Florida Water {Ulanagement District Wells, Cyp'tess 8ayheads, Wetland Areas, Altering I " � � Watercourses. ' - Army Corps of Engineers-Seawalls, Dacks, Navigable Waterways. �� - Department of Health & Rehabilitative ServiceslEnvlronmental Health Unit-Wei1s, Wastewater Treatment, � Septic 1'anks. � - US Environmenta!Protection Agency-Asbes#os abatement. . - ; - Federal Aviation Au#hority-Runways. I understand that-the following reStrictions apply to the use of�Il: - Use of filt is na#al[owed in Flood Zone"V"unless expressly permitted. - If the fill material is 'to be used in. Flood Zone "'A", it is understaad that a drainage plan addressing a "compensating volume° will be submitted at time of permitting which is prepared by a prafessional engirteer � licensed by the State of Flarida. - If the fil! material is to be used in Flood Zone "A" in conrtection with a permitted building using stem wall construction, (certify that flt will be used onfy to fill the area within fhe stem walL j - If fill material is to :be used in.any area, I certify that use af such fill will not adversely affect adjacent ' properties. If use of fill is founcf ta adversely affect adjacent properties, the owrter may be cited far violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fil{,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 ta commencing construction. I understand that a separate permit may be requirec!for elec#rical work, plumbing, signs, wetls, paols, air conditioning, gas, or other ins#atlations nat specifically included in fhe application. A , ' permit issued shall be construed to be a license to proceed with the work and nat as authori.ty to violate, cancel, alter, or set aside any provisians of the techr�ical codes, nor shalE issuance of a permit prevenf the Building Official from,thereafter requiring a correctian 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 auiharized by the permit is suspended ar atiandoned for a period.af six(6}months after the time the work is"commenced. An extension "may be requested, in wri#ing, fram the Buildirig Official for a period not to exceed ninety (90) days and will demanstrate justifiable cause for the extension. 1#work ceases for ninety{90)consecutive days,the job is considered abandoned. � WARNING Tt? OWNERc YQUR F�1f1.URE TQ_R�CORD A NtaTlCE OF COMMENCEMENT MAY RESU�T tN YOUR PAYING TWtCE Fi'�R IMpROVEMENTS TO YOUR PROPERTY...IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR I:ENDER OR AN ATTORNEY BEFORE REGORDING YOUR NOTICE OF�COMMENCEMEN.T_.�._ - _ FL4RIDA JU�2A7{FS.917.03} OWNER OR AGENT CONTRACTOR Subscribed and swam to{or affirmed}before me thls Subscribed and swom ta{or affiRned)befare me this by - by Who is/are persanally known to me or has/have produced � Who is/are personally known to me or has/have produoed as identifica�on. .,�, as Identificatlan. Notary Public Notary Public Cammission No. Camm'rssion No. Name of EVotasy typed,p�inted or stamped Name of Natary typed,printed or stamped ' .5 . � ��i��>i��1��«��1��iio��i�����«�i���`i�������«��i���«������ � . 2016153403 rtept:l$04317 Rec; 10.00 DS: 0.00 IT: 0.00 I 0912812026 K. R. hl. , Dp�.Y Clerlc i �flULA S 0'NEIL,Ph 6 FRSCO CLERK & COMPTROL�ER 09/28/201��� pm 1 ���� ' ijlC��'1fG�Lt�'�fll6ili�YERiC�MEPi'd' OR BK L� PG IPecmit Nc. n .y� `{} a � i � P[Q(?*l,T�I�Ci1fF1{3C8110t1 N0_1 L'�ivXr"G,^�.'�V V 4/V� F b�V"V�K.J ' THE i7NDERSIGNED haeby�ive infarrus you that the 3mpr�vemeai ronfft be mede to ce.�taui reat Property>arzd'm accordsace with � Scctian 713.i 3 of tLe Floridn Stadues,tha following inforntation is�rov3dal m this NO'1'IC&OF Q:pA3Ri1�lWCEA4EtV7'. I 3.2- �'"Ln-c�+�l -^ C''ti:�k�a%•- s;"-;7��3s:� :.,�t.a!t? ^'7d 2.I}esczig�an ofFroF�i}'{Iega1�escrtpttorr.)�e�:4.�a;5�..3 ;srt ��-,��-�a.,�'.�:,,�,��„sh;�3 �l,� 1n;2.�^ f�i�•��. ::a.! s�s�„5 i ;� ay Stxeet Addness: `� � 2.Qen�al deseription ofimprov6ments: ��� —�,�a r�a,��;� f��4..C.�uS 6� l�-�(.� P��C� �5 f 6 �►��-2.�v-�.._r.!� a��,�.�,Lj a)Nmtte and address: }Intes+�st ia propertyo�#'ee s�m�� �ttttebnfdaar{2f o�tez thau mmer}��; � � r,J j r a 4.Con�actae�Infpimatian !t 7�-'--- �—t � a)Narae and addmss;��laC��`L. �!C'`f`�Z�f1U S'Q�l �0�-fJ�� (�'Q�-'JS (1hC ����(?�?\'�"�� b)Talcp6nne No� Fmc No.{t}Irt.) CUi�QI.X."�`^� '('� 5.Sw�dty InEormation a)Yeme end eddzcss:� 7�f��"7 r � 6}�aiount of Boad: c}Tclephone 1«1a.t Fax Na_(Opc) � 6_Lender � s)2,�ame snd acidre.ss: i Phane No. 7.Idea�tiry o=pessoa within the Stnte of Florida designated by owaer upon wham aorices or othc docuwents may be served: ' a)Nau�e artd edd[Gss- b)7ele�phana Na: Fmc No.(Opt,) . I S,In additinn ta himcel�owner designates the fnIloa�ing pecson ta rcceiVe a copy di the Licnc+r'a Notiar as pmvided in Set�oa ! 713.19(l)(b}.Floriaa S#atates: � s}2�sme and addres� b)Tolephone TTo.: � ' Fax Na.(Opf.) - 9�pies�oa dele of Nodce of�ommencemcut(the cxpination date is oae yeaz frbxq the date of record'mg�mless a difle"rralt date'is � 5���. Vi+A,nrtYivG�'O£}'�Ti: ai1�IY P�.'Yn�i�Cs rRADl��x'�3�E o'�E�2 aF'x�?T�E R�LrJ�tAat'Ioid o�'I'�N4}�fa��F � ��R2'hitEP'T�NiEAIR'A,Ii�COP25TDE�D AM�RCtPER PAXiYiEN1'S UtiI3E�t C;HA�"�'ER 7I3,PRItT I.SECli4)N 733.Y9, FLORIDA STATU�'ES;AIdB�A.1V RESl17.T dIV XUUR PAYYlVG Ti�'xG7E�31t IM�]ROVBt4�[:NTS PRO I A NO'FICE�1*�OMR�EAiCEMENT N�JST BR RECQ�.43D�CA 1sN�B P05F�7D OPI'I'H�30B S �+FOftRS T€S£ ( IIYSPECTTOtV. IR Y43U T�ITEIrt�G'T�OBTAIPt F1NA1�tL`l[N�s C{��SULT YO�t I.� R AlY ATTORNL�7t B RE � CaMMENC�i�'�VOR1C£OR€tF3CORb1NG YOUR 7dOTTC'�OF L'ON'[TSEIV�C &'FATE OF FLttF21DA . i Cmt7NI'Y 4F P�iSCp 3 vorUwoct'e tlrnrirsdf�'iaaR)aWa�/Pmtr�alMnwgc w� �t�C.I�S (�� �PzmtNamc T'he fotsgoing instrument was acknawledged b�fore ma:��dey of 1�v � ��✓�0�bY !,i�T�'�'uS TY..��,5, a5 �S�.v� {iypc ofet�thorsty,e.g.af�ccr,fcustca,ettamey in fact)for � {name ofparty on LeheEf af whom L�,strvmen ccuted}. �,,�^..�""' PecsonalYy ICnawn�OR Produced Ideut3ficufloa Natmy 5igna��' � Type a[lclentificatian Praiueed i4ame(grint) B��.�'� �" ���7�:+z- t I i Verificadon p�ssuant to Section 92.525,Florida Staune.c.Under penal�es of pezjim/,L decfare that I hev ihe foregoi and tfiat . the facts statcd in k ase trae ta the best af my knowiedge end betie� "'""' � i���` Signnnue oCNeeuut P ou Sigoing pbove .` �) �:�'w,'M JOSHUA A.SCNULZ ,; _ ;, Not�ry PuDlic•St�te ol florida �x �otnr�iistotl�FF 134897 � .'�''� �'� My Comm.Expin4 Oct 16,2018 I ''��,mn���`' � I � . Q� o � �iwti�an �, ' :,,,�,�,:� City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: ,� �� � ,i Date Reiceived: —�3—`6 � Site: I � �r� r � , � Permit Type: 3 �' �--� � _, Approved w/no comments. Approved w/the below comments: ❑ Denied w/the below comments: ❑ ' I� � ,� ,I �� ' � ; i ,I ,� This comment sheet shall be kept wit the permit and/or plans. � � `� � � - � �,��� Kalvin S itz — ' s Ea '"ner Date Contractor and/or Homeowner � (Required when comments are present) I � � . � �C� O'� � .� Q�� � , �� ' ' :� � � - t��s,�it�:l, t;' � ryt aa�:,�, k�` , ttg,<�tl c �j t- s�r�rH�t��Nue ��e��g, .`''_iS?tifS7 iAV$;, �..„{:P?IIi:} P�aL,'4`: Sources Esri, HERE, DeLorme, USGS, Intermap, increment P Corp.. NRCAN Esri Japan, M � Kong), Esri(Thailand), Mapmylndia,O OpenStreetMap contributors,and the GIS User Comrr ��h��'��, Mike Wells Pasco County �� .%' Pasco Coun Pro e A raiser - - -- -- ��" tY P �Y PP �! 0 50 100 200 Feet Pasco County Property Appraiser I i i i I i i i I N September 12, 2016 � � i i _.__�__�_.._� ________ - i f��"fi'�L��€�6���'F il��'�'Al.L#a'Ctt�i�6'i..�k�t��Ai�t���i'A9L� ; . TAet�9 AtVO " ; _ — �'��.w'/•4AFTERERAME,.EIMfJ FOST,Gl20URID ANCyOR R1UD NANL°L FASTEMER SPAC�fVG_ _ _ _ ���Q�O�{�`,y yG��D�ASTEIVER SP�C��1CI�i��1O�lS � SPEClF1CATIONS - -�-----�`J---l=—= - - - AVERAGE FASTENER SPACING FOR CONSTRUCTION IN TFIE € F ON-CENTERS ALONG RAFTERS OR STA7E oF FLORIDA � MAXIMU�tI PURLINS,AND POSTS OR GIRTS � ULTIMATE NOMIPdA1L POST/RAFTER ���CHES) PREPARED FOR: � ���� CAROLINA CARPORTS,INC. EXPOSURE ��ND SPEED WIND SPEED SPACIMG IhITER1�R END P.O.BOX 1263 CATEGORY (MPH) (MPH) (FEET) POSTSIRAFTERS POSTSlRAFTERS DOBSON,NORTH CAROLINA 27017 j P 115 TO 150 89 TO 116 5.0 6 6 PREPARED BY.• � B,C,O�D B�CHTOL ENGINEERING AND TESTING,INC. 3 151 TO 1II0 117 TO 139 4.0 6 6 6D5 WEST NEW YORK AVEN�E b - - - - DELAND,RORIDA.32720 x NOTE$: 1.SpCcifications appligable to 26 gauge metal panels fastened direcfly to 12 br 14 gauge steel tube bow frames. Certificale of Authoriiation No.�06005492'-'-- - - - 2.Fasleners consfst of 1T4'-14X1"self-drilling screws wllh control sea��vasher. 3.Specificafions applicabie only for mean roof height of 20 feet or less,and roof slopes of 7°to 27"(1,5:12 to 6:12 pitch). Spacing requirements for other roof helghts andlor slopes may vary. . � .... . ,.�..- _:. _ _.... . .. . - ..--� ., .. COPiCRETE NOTES• � (THESE ARE RECOMMENDATIONS ONLY(INCLUDING DIMENStONS OP . .:.,..-..,._ , . .._.... .. .. _....._. ................. . _.., FO,l1NDAT10NSFQRBASERAiL,AN.CHOF3AGE:DISPIAYED.ONSHEET30F4j... . � BECHTOL ENGINEERING AND TES'fING,IfJC.AND CAROLINA CARPORTS,INC.ARE E APPROVED PRODUCTS UST NOT RESPONSIBIE FOR DESIGN AND CONSTRUCTION OF CONCRETE � FOUN�ATIONS) { � APPROVAL CONCRETE SNALL HAVE A MINIMUM SPECIFIED COMPRESSNE STRENGTH OF f PROQUCTCATEGORY SUBCATEGORY MANUFACTURER 2SOOPSIAT28DAYS. � No.&DATE s COVER OVER REINFORCING STEEL � STRUCTURAL COMPONENTS ROOF DECK CAROLIIJA CARPORTS,INC. FL6596.R2 FOR FOUNDATIONS,MINIMUM COIJCRETE COVER OVER REINFROCING BARS SHALL BE 26 Gauge AG Panel 10/09l12 3 INCHES IN FOUNOATIONS WHERE THE CONCRETE IS CAST AGAINST AND f STRUCTURAL COMPONENTS STRUCTURAL ItiALL CAROLINA CARPORTS,INC. FL6702.R2 P��NENriY IN CONTACT WITH THE ENRTH OR qCPOSED TO THE EARTH OR � 26 Gauge AG Panel 10l09112 W�THER AND 1-112 INCHES ELSEWHERE. � EXTERIOR DOORS SWINGING ELIXIR INDUSTRIES GA. FL7722.R4 , REINFORCING STEEL: THE REINFORCING STEEL SHALL BE MINIM�M GRADE 40, t Model 402-14 03114/12 THIS IS TO CERTIFYTHAT THE CALCUTATIONS AND t GALVMIIZATION: SPECIFICATIONS HEREIN HAVE BEEN PREPARED BY � DCTERIOR DOORS ROLL-UP ASTA INDUSTRIES INC. F16868.R3 TNE UNDERSIGNED PROFESSIONAL ENGINEER,AND METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION ANO NOT Model 203 04/03/]2 DIRECTLY EXPOSED TO THE_WEqTNER SHALL BE GALVANIZED IN ACCORDANCE ARE IN ACCORDANCE WITH�THE REQUIREMENTS OF - WITH ASTM A 753,CLASS B-2.METAL PLATE CONNECTORS,SCREWS,BOLTS AND SECT70N 1809 OF THE FLORIDA BUILDItJG CODE, E WINDOWS SINGLE HUNG POCAHONTAS AIUMINUM COMPANY,INC. FL12840.R1 � NAILS EXPOS�D DIRECTLV TOT��THER SHALL HE STAINLESS STEEL OR FIFTH EDITION(2014).THE PLANS ARE VALID UNTIL E , Model 100 VS O4f06112 , HOT DIPPED GALVA��$� "� THE NEXT REVISION OF THE FLORIDA BUIIDING � ���C� cooE \``1�1111I1lr/l � ; � � �RWQ ���i i GENERAL NOTES: o��r� BECH70L EN ` at��he (�y+ r 3 605 WES7HEW Y Oft1E q 1. THESE PLANS PER7AIN ONLY TO THE STRUGTURE,INCIUDING MAIN WIND FORCE RESISTING SYSTEM,COMPONENTS AND CLADDIN'�AR� � l ANCHORAGE.OTH SI�I �j�INCLUDING BUT NOT LIMITED oElAnio,FIORIoq 3 �'.Q � , TO PLUMBING,ELECTRICAI�INGRESS/EGRESS,PROPERTY SEf-BACKS,OR OTHER LOCAI ZONING REQUIREMENTS ARE THE RESPO�SIBI YHERS. �(fl G�"' Ce(fificam olAvtnbrizaGonNo. :{VO.38538 1(� ; i � 'O r r C�_ ' 2, THESE STRUCTURES ARE DES�GNED AS UTILITY/STORAGE BUILDINGS CAPABLE OF SUPPORTING�EAD LOAD OF THE STRUCTURE A IC�E LIVE AND WIND LOADS.�t�N�NOT SPECIFICALLY � � �'' - � ADDRESSED HEREIN,W�i1CH EXERT ADDITIONAL LOAD$ON THE STRUCTURE SHALL BEAT THE OWNER'S RISK.BECHTOL ENGINEERI ANBtT NG,INC.,SHALL NOT BE N�B� STRUCTURAL DAMAGE OR � ��� r � � FAILURE DUE TO THE APPLICATION OFAODRIONAL LOAOS. �J z p�m� , ,„om,s oe�„ ,�.�. ;r ;•'W: � (A 0 Flodaaucense . STqTEOF 3. ALL STEEL TUBING SHAI.L BE 50 K51 STEEL. �p r(7� �, ' 4. FASTEN META�ROOF AND WALL PANELS TO FRAMING WITH 1/4"x 1'SELF DRILLING FASTENERS WITH CONTROL SEAL WASHER @ 6'O.�6�(� ��� � //'��/rS�oAi�L 1G`���``` � 5. All FIELD CONNECTIONS SHALL BE 1/4°x 1°SELF DRILLING SCREWS. �� o�m � /����������`\ s �} f 6. ALL SHOP CONNECTIONS SHALL 8E WELDED. u'° , �� � 7 BASE RAIL GROUND RNCHOR REQUIREMENTS ARE ONE WITHIN 6"OF EACH POST,AND BOTH SIDES OF ALL OPENINGS. � �� y 4!i`'9 Y'`�O�I Y V I�W �I/'1I"��O�1 0�'� B 1��o � 8. CONCRETE EXPA(JSION ANCHORS SHALL 8E WEJ•IT ANKR-TITE MODEL AT7252,OR SLEEVE ANCHOR MODEL HSA 1260,OR E�UIVAIENT. I1� � sae-i5 9. POST/RAFTER BRqCING:BRqCE ON EVEFtY POSTlRAFTER CONNECTION,EXCEPT FOR END WALLS AND GABLE EN�S. ` N BECHTOL ENGlNEER1NG �^`^• RR ,'' Ms , � AND 7EST/N�,/ne camw�eo acRa.w.,awmwiw...a wvw.s imac u�.mn �2� � G16001 "O'^`O""""A91 � '""'m iB SHEET 1 OF 4 � � t zs¢e.cr.ivn,vr���7�iHarp�;iS OYERhILLFNGiNVARf[.4 OVERAILIfiNGTHVARIES . c Fm'iET"mT°�TckWlnlv�•.P�cs's � ' DEPEND50NNUtA6ERANDGPACINGCFBOIt!S � DEP��U`,iUNP�UMREHANDSPACWC6F80WS � � �.ri�ni�rttc�srrarens�iFn. . . . � :�'_ �:±kTM16�EiPoAiASI@�E(1S°hCCIG�---\ � _"'" _ _"_______ ' ' —___ _ _ ' __. .._..._' _..._. _._ .�___ _�___._.__..._i-- —'_" " ' �.1 . __ '_ __r __ -..._ __ _ �_��_ - _ _ __ - ._..�_ ..._"�_..., .__�. . ... ___ _ ^ �_ "'....". "'�,_.;.19 .__._._._._ .I_'_'_ ___'-___ '__ - __.._.—___.:: _._.._._._.._ 3 . _.. .:'^_' - _'_' '"" ' _'_ — _ _ -_ .�. _._ - _ -_ . ...__...._.. 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'_ ___'.._..'__.._..__._._. ._ . , __"-'S/D•_ROD.AIN�UEtr'�`-HQIX�EYE�AqMOK-. .._"_'_.____""_ .._.. .'_'.....__. .. ._ MrcA�anSNotAEauweOwiM OUN�ANCH�RS.�FAGfF1:D (SEE DEfAII J�SNEEi 3 0�4) ma�cicaavcws�wcnaa INtlbqBfAiPEWQEO\'�M ICAL BOW RAFTER SECTION �SEEOfiM10Rt9RET]pFp SID�ELEVATION ���o��v an n�°�ou SIDE OPENINGS ���6��+ �X�Te���m�� NotTuSGob NotTo3ceb (SEEDETAILAg�T]CF/J NolToficdo t��<Tnato0.;6HFFraaFq �SEEDT/tL iGfl;6FFEI]W�1 �Cv�anWR11ZE0 E1ET/d RWF MMEl9 FASTENE070 FMFAtYITH /N'�1•SO�WIiHWF1iROL5EALWASlIER �2 �(SEETABL61FO0.FASTENENSPAGN(� 3� �... . _.____._. .._...:... �i:.._.�:.E.-� ..._. . .,, �T _._ ..�.x.n 1-_.. ._.--"' - -_-..�= -_ ... -. _ 10F� _' .,"' ' _' "" _ "_ " '_ '' EETABlE1.5NEETtOF� .,.. - �- ' ._ '"._._. .. ._._ �. .._fi..._... .. ....... -...... . .,.. _;,.u... ..�..._�.V�x�:.::. . ......; . -.:.,,.,,...t.. .. ...... ..... ..Y..,,_.:_._ ...-.�......;_��............... _.„ ....__..._ .... . ,......, ..._ .. _ _. -0+- '-0 -0 .3'-0'- -0' S-0• A'�}---5�rne�LSi+�Ei 5'-0 '-0 5'-0' =5'-0� '-0� '-0"- fi, � NN( M�% NWf AW( �AWC 4UX NAIf I TSHEA�EA MN( xW][ MA7( MA% MAX 6UX WX / 9 .w.wEa 7 � � � BGA.GALVANQEO (( corlNECrION3. d 6 ' METALROOFPANELS {_ WF1D All51DES 9�MSIOES �EC�I E�ALL=PAN 1�.4NMEFA�� M1D 9 � � __ Bm PQ919 N1P1 V/'i 1•SEIF-0R0.lWG � g " - SCRENSWCOlRNOLSFALWt3MER ' —_ 3 00%EAVEOPTION -OPEwN6FDqPOWUPOR5N7NtqW (SEETt�BtEtPoRFASTENEItSPAfJNG) ENDWALLPOST �. DOORWRIINRI.:iqUCNW1.NEApEµ - t i 5 NA(ANNLlEMSV =1l � 3 SIOE EXTENSION . FINISH GRA�E ���'TS P�T 6 G0.GALVANI2EO � MONOL1TxICSU1BFpUNpp710N �RTOPOF • 61ETALSIDEPANELS e � CONCRETE -- < ' CONIWUOU9CONCREfE5lA0 � 3 (OVEHCARPoPi50FAY1 . .� �T i uUND i0.5r�JEt�D � ROUN�ANCF{OR3 C3 EACH END POSf IAGtTIONS � (SEE6NEET3� s a RAFTERPOSTANOEVERYOTHER 3 0'-0'fdAX,RqF7ER SPAN , ENO POST LOCATION � µ����a���p� �wtxo�+sNornEoqnEOV,m1 9 4� {SE�OE7AIL30NSHEET30F4) TRUSSED BOW SECTION �NDSWALL bPENWG �����+�+��++. `��,��,�."";o�n ���*^���+������� END WALLSECTION NU re Scila ����,g�. , No�To SiaN (xEEOE7M I oft].&ffEf aOFq ' kOTE' i 14,GA FRAMINO 19 2.11Y x 2-1f2'TI19E STEEL(i5). 12(iA FRAMINO IS 2-t/d•X1.116'TS. � NIPPLES ARE2-1/4'k 2,1/4'.12GAT5 FOR 14 GA FMMINO. � 26 Ci0.WLVINVEO YETAI ROOF PANE{5 ]B GtiGALYM'ILEDMETAL ROOF NIPPLES ARE T x 712 GATS FOR 14 Oq FRAPAING. Fp4{ENEDTO RAFfEL80Y/ffWdE WITN PANELSF/SfENE070 PAF'fEq W17H +ra•.rsorew�mmcaarrsoisEa.wnsrrtR w•arsocywm�wrirrscas¢xtwwten ,1 �.!/ �S�ETABIE 1 FOR FaST[Npt3p,kp,�) (SEETNBtE 1 W0.FM1S1EM1Eq 6PAqNG7- �I I I I I I -0• -0' -0• ' -o �0`---5•-0' �rne��,s�riav� BECHTOLE�+1 t lQ�,IP1C. � AW( 61A7( MN( MA% G4% MNc MN( G 5 6U$WEST NE O d / 3 : 26 GA.GACVANVFD y � y�C�Ns��•..y��i . . OELAND.FL 0 QO METALROOFPANELS cedllicnteoWu aMnN,o. � � 6 ppp O � J 3 BO%EAyEOPTION � 7 � BOXEAVEOPfIGN rJ p � � IEPN�TORpF1Ea6Ef , 3 ~ � r 9FlOWTOPO:I . 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CON7INUDUS 4•CONCRETE PAVEMENT NIPPLE K77H 4 V4'x 1' i t REINFORCED WffH 2 p5's CAMINUOUS TS RIIPTER PO5T SELF-0RILLING FASTENERS _ TS MFTER POST j, � f, CONCRETE BASE RAIL ANCHORAGE CONCRETE BASE RAIL ANCHORAGE � "2--NatTOScNe� (OPTIONJy-OpENCPHPOftTSONEI� �1 BOW RAFTER/POST DETAIL ��BOX EAVE RAFI"ER/POST DETAIL � �._ �J � � Not7oScda (OPT1oNAL) " " ' ,t ..-.- -.. � _..... ..._._......._.... ._._. . Not7oScale 1 1 No17o$cale """" \J S DRILlS/B'HOLE THROUGM THE DRILL 5l8'HOLE THROUGH THE ¢ BASE RAIL AND SECURE TO BASE RNL ANU SECURE TO € ANCHOR EYE WRH 1.2'DIAMETER ANCHOR EYE WITH 72'DIAME7ER - ..-.. ... ._- --. THRW�11�8QLT ..,.. .�'W�HERS::_._.. ._. ._..._�__ .._ _THROUGH-BOLT 'WASHERS NIRbFFETO\Stt6� 6'tONGTSI2GANIPPLE j '- - __.,'_ _, ... . ..--_.. .__, _. _.. __ _ �. / " ":7 -SEGUREWITri4114'xt'SDPs _ _' 3� - � _. . _.._ . . ._. ._. _'__. -3 TS CONT,BASE RAIL TS CONT.eASE RAIL � �"" � � TOP OF ASPHhLTPAVEMENT 12•LONG TS 17 GA NIP,PLE. � � - OR STABLE GROUND SURFACE SECURE POST TO NIPPLE WfTH 4 1!4'x 1'S�F's. 1-t!Y x f-12'a 2'18 Gq CLIP qNGLE SECURETO RAFTER ( ' • •• ' AND GABLE RAILWl4 1/45c1' } ' •� .. �. - , , ° SDFs,20NTOP,20N80TTOM � •. • . 1-0R'x 74f2'x T i6 GA EYEANCHOR 6' • C7-�PANGLESECURETO � 24'16 GA UCt{qryNEL B(tACE(S 70 T POST) RAFTER POSi AND GABI.E MIN MUId 4' .518'ROD 30'LONG� RAIL W!4 114'zt'SOFs f WITHDBL4'NELD( 48'16GAU;CHANNEI,BRACE(8'TO1q'PoSn 20NTOP,20NSIDE TSGABLERAIL BRACE ANGLE SHALL BE MIN.4S TO MAX.60• � CONTINUOUS 4' FROM HORIZONfA1 TS RAF7ER POST CONCRETEPAVEMENT •NOTE:BRACENOTREQUIREDAT . fARNER IF END ENCLOS�D TS RAFfER POST EYEANCHOR GABLE RAIL TO RAFTER POST ` 5/8'R0030'LONG SIDE EXTENSION �� CONNECTION DETAIL �� WRHDBL4'HELIX--��� BASE RAILANCHORAGE 3 - RAFTER/POST DETAIL � NotToSc�le � CONCREI'E BASE RAIL ANCHORAGE "ar°swe 5 No�ros�ia � NMToSole (WHFRESLABISTOONARROWTOUSECaNCRET'_ NOTG i EXPANSION ANCHOR BOLTS) t4 GA FRAMItiG IS 2-7?x 2-1?NBE STEEL�TSJ. 12 GA F(WMING IS&1/4'x2-1/4'TS. � NIPPIES ARE2-7f4'x 2•1!4'72 GA TS FOR 14 GA FRMIING, TS RAFTER POST- N�PPLES ARE T%71P GA TS FOR 14 G0.FRAMING. ; ����iii�rii�,�� t 2k4'18 GA PLATE(ONE RE�UIRED) { SECUFE TO EITHER SIDE OF �y�l � POSTlRAFTER CONNECTION 7-1fT 18 GAUGE FURRING CHANNEL FkSTENFI7 BECHTOL D� I�}� .R1 ��ry 7 FEIfi�IP1C. WITH 1f4'x 1'SDFs, T�FACH RAFTER WITH(2)1;4'z 1'SELF-0RILLING 6�5\YEST�1�YEyl{�ENS •;l.�'[-�� 1 FpSTENER SPACED NOT MORE THAN 4B'O.C. OELAND,FL� 391T0 b F '.:J'A� 1 20NPOSTAND20NRAFfER CeNficateq poGOnNo.5a9 ' �,y � � .385 `� � TS LE�N-TO RAF7ER � i 2fi G0.METAL ROOF pANEI r - ��� _ .. Thomas Be�,P, — 2-1/2'FOR FlwICa Ll�n a : �� 14 Gn FRAMIN� 1G G40GE UCFWINEI BRACE � STA�p Q� 2•1/4'FOR F�:�iEneoToiHerosrnnro ��'. '•�(/`� � 2'x27Q'16GAANGLECIIP w�s�rEH.rosma+mnras ♦�� ORIDp.•'�'��\ 12GAFRAMINO � n�•,FG � SECUqE TO POST ANO DEOREES.WITHS•176'x 1• TS RAFTER l`• 6ELF�RRl1�'OSCREWSAT �/'Y ""' � \� wu�Rwim tra•xr SDFs,2 ON RAFTER �+�(s vEx ouncE) 20NPOST-� HAc ''�,/��NAL����`� { ROOF PANEL ATTACHMENT � � {ALTERNATEFORVERTICALROOFPANELS) H����1 'L�L� �������� '��. � � POST/LEAN—TO RAFTER CONN.DETAIL Noiros�ie e�' L �� 9 t " No�ToScale BRACE SECTION " n'm ro scele . BECHTOL ENG/NEERING �•s qp � Mg 75 t ANDTESifNG,-lnc. . aertuaw uartc+m.4 mau�u,r..ua w+uws�m.�c ur�:mro �p TB '�' Gi5C01 "'t'"' ie'"'o""Q ""iO""TB SHEET30F4 � i � – � , � ri 3 NIPPLETO�,_eli6�, _ 7SRAFTERPOST ` � Del.li�:t � '6'LONQTSI2GANIPPLE j _- - _______ � � _ __`_ _ _ _ — __ __ _ _ _ _ _ __ __ _- _ _— , _ _ _ _ __'___ __ __ _/—'_ _ ' _ _ _____ __ __' ___'_ _ ____ _ SECl1REFACHWRHA I!A'zi' / � _ - --- -- --- -�--'-- TSTRUSSEDRAFTERCHORD;J- _' \ ----- - ---— - � �SE4W)ItILL14�1"AS'fENERS------ \' ` ORNONSfRUCTUHALHEAOER / �G LONG TS 12 GA NIPPLE �6�LON(;TS 12 GA NIPRE _ � -TS POST % SGCURBFAChIWITF14//C'x1" � / SECUREWIiH41/4'zt' � TS[NDPOSTORDOOR/- 2'x2�T'1C,GAANGLLCLIP SELF-�RILLING FASTENERS 1f6' + � � -- SEIFARILLINGFASTENERS WINDOWFRAMEPOST � // SECURE70POST�EACHSI�E) � TS BASEAMNOOW RNL OR / AND RAFTER CHORDIRA�L Wlhl �° NONST(tUCTURAlHEAOER j 4•114'x4'SDFs,, { � Y ON 90'ITOM ANC 20N SIDE f TS CONTINUOl1S BASE RA�L p OUBLE TS HEAOER NOTE AT ROLL-UP DOOR 4 t OPENINGS,POSTSHOULD � BE FLUSH WITM RAIL END, i 7SPOST 3H6• NIPPLETO , n ��� CLIPPOSTTORAILONLYON � 'DBLH�R. y7g• /NIPPLETO SIOEOPPOSITE7HEOPENING. } \BA5E RAIL � . ; RAFTER POST/BASE POST TO RAIL,TRUSS CHORD,OR RAFTER POST/DBL. HEADER DETAI.L RAFTER POST/HEADER DET;41L BASE RAIL GONNECTION DETAIL NON-STRUCTURAL HEADER CONN.DETAIL . � � �NMToScate._. ._...._.. .. .. ...Not�ToScale .._._..._ . .4'. Not7aSczle ' � � NMToScale� -� "_" "" """ E � e --TS P05i � � _ 6'LONG TS 12 GA NIPPLE � £a2'x2'1QGAANGLECLIP , �SECUREWIiH4V4'xt'S�F's. .; _ _, �� - SECURETOpOSTANDTOPOF � j 7S RAFiER POST HEADER,OR BOTTOM OF WINDOW § � RAIUGIRT WITH 1/4'z 1'SOFs S 4 i \ 2'Xt"ifl'16 GA ANGLE CIIP � TS RAFLFR POST f SECURE TO P0.5T AN� F'NFTER WITH�ld'x P 75 NON-STRUCTURAL - ' S�F'S,ZONT,OPAND HEADER NIPPLETO 3l56' ° 2 ON SIDE ..._742'x 1-1l2'x T 16 GA CLIP BA$E RAiI ANGLESECURE70 TSCONTINWUSBASEFiPJL ? POST AND BASE RAIf: YVITH 4 1!4'k1'SDF's � TS ENO POST TS WIN�OW RAIL(OR GIRT -�� - � FOR VERTICAL SI�ING OPTION) t _ j I TSCOt3TINU0U58A5ERAIL NON-STRUCTURAL HEADER,WINDOW 5 END POST/RAFTER CONN.DETAIL 6 END POST/BASE RAIL CONN. RAIL,OR GIRT TO PO$T CbNN.DETAIL POST/BASE RAIL CONN.DETAIL Nol To Swle Not To SCale 7 NotToScals $ Naioscale N07E: ' 14 GA FRAMING IS 2-12 X 2-12'NBE$TEEL(TS). 12 GA FRAM�NG IS 2-'IJ4'.x 2-]74'T5. NIPPLES ARE 2-714•x 2-V4'72 GA TS FUR 14 GA FHAhiING. NIPPLESAR'e2'z2'12G '��f�qF�12�(}4/FfWdING. ( ``��Z /r�� I — --;; rs Posr �;-- �.� 5�`.�B '�. i --- -��_�.--- i . —� BECHTOL'E�. ER4D���lQ�f�S ZPJC. ! -._.._�i����_ "--'-----„---.�-_-"_��__""� , fi0.5 YJEST rxaN AVENUE �•��O� } 2� 7!4'x P SDF ._'—_. TS NON-STRUCTURAI ...._.�__.___� � OELANO.Fy�R�2720 _.._... . - � (�12'O.C. �'_'_�HEADER.---=FS-- ' e .- ._._... _..._...__'____._. '___. ' C nNtwta oNw M Ibn No 53s _ 38 • r ; - . .._. .. _ ... _ . �� ...... _i.�_..._. .__...._.__ ? ' ... ______'_______'__ —� 1!4'%1'SOF � ' . i'"� • L- � . . 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