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HomeMy WebLinkAbout15-16343 CITY OF ZEPHYRHILLS � �, 5335-8TH STREET �.� . � ' �sis)�so-oozo 1634,.3 BUILDING PERMIT SINGLE FAMILY RESIDENTIAL �,.�w' �� I PERMIT INFORMATION LOCATION INFORMATION ' Permit#:16343 Issued: 6/05/2015 Address: 39450 SOUTH AVE Permit Type: GENERAL BUILDING PERMIT ZEPHYRHILLS, FL. Class of Work: ADD/ALT COMMERCIAL Township: Range: Proposed Use: NOT APPLICABLE '� Lot(s): Block: Section: Sq. Feet: Est. Value: .��Q.Pr�� Book: Page: Cost: 2,390.00 Total Fees: � 75.00 Subdivision: CITY OF ZEPHYRHILLS Amount Paid: 75.00 Date Paid: 6/05/2015 Parcel Number: 13-26-21-0050-00600-0070 CONTRACTOR INFORMATION OWNER INFORMATION Name: SUN STATE ALUMINUM INC Name: CITY OF ZEPHYRHILLS Addr: 6154 FT KING RD Address: 5335 8TH ST ZEPHYRHILLS, FL 33542 ZEPHYRHILLS FL 33542-4312 Phone: (813)788-7308 Lic: RX0060171 Phone:. Work Desc: INSTALL 56 X 6 AWNING (AIRPORT OFFICE) � APPLICATION FEES BUILDING FEE 75.00 � � � �� � �� ��� � r Ins ections Re uired FOOTER 2ND ROUGH PLUMB MIS INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. 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� 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 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 twrice for improvements to your properly. If you intend to obtain financing, consult with your lender or an attorney before recording your notice of commencement." Complete Plans, Specifications and Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. � CONT CTORS SIGNATURE PERMIT OFFI PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax-813-760-0021 Building Department pate Eteeeieed Phone ConQact for Permitting /3 ��g -- ���'7 Owner's fdame � � �. (�h i l�,s ` f d nj S• Owner Phone Mumber Ouvner's Address 3 � k �� ` ( ��- �vvvner 6'hone idumber �ee Simple Titleholder R1ame Ouvner Phone Rlumber IFee Simple Titleholder Ad�ress .�o�a�o�oR�ss 3 9Y S� � ��F� �v�e . �Z �,i �S � 3 �k 1-- Lo�# � SUBDIl�I�IOfd �AARCEL!D� (OBTAIfdED FROAA PROPERTY TAX IdOTICE) l�4�EtGC PROPOSED B NSTALLSTR 8 REPAIR � SIGfV Q Q DENIOLISH �6iOPOS�D USE Q SFR Q COf1AM � OTHER �1f�E OF COIdSTFtUC'TIOM Q BLOCK Q FRAME [� STEEL �] ��scrai��so�oF�rora� 0 UP dlr� �UI0..�IR1G SIZE S� X �o S(d FOOTe�GE 3.3� Ii�IGHT OBUILDIMG $ a �G �Q VALUATION OF TOTAL CONSTRUCTION DELECTRICAL $ AMP SERVICE � PROGRESS ENERGY 0 W.R.E.C. QPLUMBING $ � ; I ��� � C� ����l�, OMECHANICAL $ VALUATION OF MECHANICAL INSTALLATIOfV � �,� ,+,,,,,,� Iv�xL� FIiVISH�ED FLOOR ELEVATION� ROOFING Q FPECIALTY 0 OTHER � �p�,�`�� LOOD ZONE AREA QYES NO a CCi� 19UILD�R rr Y�� CORflPAfdY �l I•G��t�TZ° �GLCl�2/�'lU6w SIGMATURE /��%�� � REGISTERED Y/ IV FEE CURRE� Y/N �4ddress License# �d � 7 � �LECTRICIAfd OI�IPAfdY iG SIGtd�1TURE REGISTERED Y/ IV FEE CURRE� Y/IV �lddress License# -°� - �LUAfl�EFt CORAPo4fdV SIGid41TURE REGISTERED Y/ N FEE CURRE� Y/N e4ddress License# RAIECHAtdICAL COIYiP�lidY �IGWATU6tE REGISTERED Y/ N FEE CURRE� Y/N Address License# O�'HER CO{lAPAMY �IGRIATUR� REGISTERED Y/ M FEE CURRE� Y/I� �ddress Ucense# R�SID�R�TI41L Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities 8 1 dumpster;Site Work Permit for subdivisions/large projects CORAiViERCIAL Attach(3)complete sets of Building Plans plus a L(fe Safety Page;(1)set of Energy Forms.R-O-W Permit for new construc8on. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities�1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGfd PERMIIT Attach(2)sets of Engineered Plans. °'""PROPERTY SURVEY required for all IVEW construction. Direct(ons: Fill out application completely. Owner&Contractor sign back of application,nota�ized , If oeer$�500,a fdotice of Commencement is required. (�UC upgr�des over�7300) •" Agent(for the contractor)or Power of Attomey(for the owner)would be someone with notarized letter from owner authorizing same OdER THE COUR!'PER PERMIITTIfdG (Front of Application Only) Reroofs if shingles Sewers Service Upgrades A/C Fences(PIoUSurvey/Footage) Driveways-Not over Counte�if on public"roadways::needs RO,W _ � " �`-�'"- �� -— �• - ' • . � . _ .. , , ,:: � � _ � f�07'IC� OF �fE�D R�SYRICY90�9�: The undersigned understands that this permit may be subject to"deed" restrictions" which may be more restrictive than County regulations. 7he undersigned assumes responsibility for compliance with any applicable deed restrictions. 11P�LIGfERlSfE� COPd'�RAC70�� �R1D COR��'�1�'P�� f�f���O�I�I��LI'�V��: 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 regulafions. 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 �uilding 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 Qhey 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. � 7�R9����Y�"TIOR� I�HP�C�11J�'IL9YIf�� ofl��A��f l�Rl� ���OUf�Cf� ��C��d��Y����: 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 I�asco 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. 6f 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 F'asco County ordinances. �ON�76�UCYiOP1 L.II�Fd L�1�(Cha���r 7'9�, f�l�ead� ��a��u���o a� �erti�e�d��): If valuation of work is $2,500.00 or more, I certify 9hat I, the .applicant, have been provided vvith a copy of the "Florida Construction Lien Law—Homeo�nrner'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"ovvner" prior to commencement. COf�T�d��T09�'SIOl4i9�R1��'� l��'�tl�l�i/I�: I certify that all fhe information in qhis application is accurate and that all work �ill be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit Yo do work and installation as indicated. i cerfify that no work or installation has commenced prior to issuance of a permit and that all work vuill be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. 6 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, VVetland Areas and Environmentally Sensitive Lands, VlfaterNVaste�nrater Treatmenf. - Southvvest Florida Water il�anagement District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - prmy Corps of Engineers-Seawalls, Docks, iVavigable 11Vaferways. - Department of Health � Rehabilitative Services/Environmental Health Unit-Wells, Vllastewater TreatmenF, Septic Tanks. - US Environmental Pro4ection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand fhat the following restrictions apply to fhe 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 ",�", if is understood that a drainage plan addressing a "compensating volume" will be submitted at fime of permitting vvhich 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 conneciion with a permifted building using stem uvall construcfion, I certify that fill will be used only fo fill the area within the stem vvall. - 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 fhe attached permit application, for Iots less than one (1) acre vvhich are elevated by fill, an engineered drainage plan is required. If I am the AC�IER9Y �OR 7FIIE Oliiil�i��, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand 4hat a separate permit may be required for electrical vuork, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permi4 issued shall be construed to be a license 4o proceed vuiQh the �vork 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 permif issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by fhe permit is suspended or abandoned for a period of six(6) months after the time the work is commenced. Nn 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. �l�+�tRll�� �'O 04Alf��f�: YOIJ� IF�YLU�� �O I���C��� � R9�YIC� �� ��WiA�E�IC��fl�WT ��V ��SIDLT O�E Y0�3&2 �'d�YlfdG �IC� �O� I���Z09/��i1��97� YO l(O�DI� �i�O�E�1fY. I�YOl1 �N@YEWD TO O�YAI�1 �IPIld►RICOR9(y, C�iV�UL�' lfi�a�'�9 YO�� �f�NDiE�t OfFf�6V �1fYO�NO�Y �����I� ��CO�f�Y�9�lf�ll�f Y�9��fICf� �I�C�flH�ifE6�CI��N��Y. FLORIDA JURAT(F S. 117 03) OWlPlER O�t AGEW7' /� .���b COYVY�ACYOR� �-�i ' Subscribe and sworn to(or�ffrmed)before me this Subscri ed and sworn to(or a i d) fofe me this 23�� by �;•� !�� � 2�3 �s�by-��-���i (M r.-.ti� Who is/are personallv k�o has/have produced Who is are per�onal�y known to me or h�as/have produced � as ldentffication. as identification. l./Y 1.��'-�X�` 1��� Notary Public � � � Notary Public Commission PJo. �'�v �3�04 / Commission No. � r���� , ...., � ..,,.,,.,.,. �: Name o(Not ry:� ;.:�i'�nte e Name of Notary p,e�i'. �:. o�� gROOK� _• ' !'= MYCOMMISSIQN#FF09:�6�� � ;� `�� : P; :-� oP: MY COMMISSION#FF093699 'N"�� °` EXPIRES Februarv 18 2���3 i �: ;�igoF�o?,' � --.',�'oFF:oP:� EXPIRES February 18 201A ,,.,.,,,, •,,.,,,,,, (407)398-0153 FlorldallotaryService.com (a07)398-0153 FlorfdallotaryService.com �" �C� rl,i,t)(L;rt�� �' � , ,� � '� '� • z PURCHASG ORDER t�''�4��'`� ��`si?:� No. 0000026705 ', �' �`.:..::..:..:..:� ` i �i��r �� Zephyrhills :;._ - , - - � - - � \'ENDOR: SI�II''1'O: 131LL'I'O: Sun StateAluminum Inc City ofZephyri3ilis G154 For[King Rd 5335 8th St. Zephyrhills,F1,33542 'Lephy�•hills,rL 33542 , '�JENAOR IVO. VGI�lDOR PIfONG NUAIBCR TCI2MS DATG RF,QUIRED DELIVGRY DATF. SunStAlu 0 OS/19/2015 - SI�IPPING INSTRUCTIONS (none) ' TC�M QTY U/11Z DLSCRIPTION/I'ASK PRll C011E ACCOUNT LINIT PRICT AMOUNT > >•� lnstall 56'X G'Atiming on the side of 042-4200-542-6214 2,390.00 2,390.00 the ofl.icc SUBTOTAL. 2,390.D0 TA7�: 6.00 SHIPPING: 0,00 TAXABLE: Ho TOTAL: 2,390.OD CON('Ii2M1T�lCi: S�v��. � u-a� � AU'fHORtZED SIGNATURE IMPdRTANT OUR ORDP�t iVUMBCR MUST APPEAR ON EVCRY INVOICE AND PACKAGE This purchaEe ordcf•is givrn upmi tLe rcpresnnotim�nnd gunrAnry of the ma�rufncturer ur seller thal no 6reach of any Slate or Fedc�a] Law or Resulalion has occuncd in canncclimi wi�h d�c manul'acmring,processing,hranding,labeling or transporlalion of du merchundise heroin mentioneJ. If such hrcach occ��rs or is eharged by any legally constifuted Staie or Fcdcral authori�y, the buycr shall be entided ro rcseind the order and retum th�unuscd merchnndise a�ed shnl3 also he Leld harmless Uy the manufacturer or scllcr agains�any prnalty incucrcd arullor thc wst of dcfense of nny proceeding designed fo penaliu the buycr. General Ledger a,,�:;;:;'�-fi�� �-`�;. �`p- Journal Entry Proof List -- ,��'�`"''�° }J' .�;�-�;��`::,�, �I�a1 �f �f��J�'1�FCh1��S r. ��.� �,.� ,� ,� User: s�oppell "�`-.�. - Printed: 6/3/2015-12:31 PM �'""�' ,�� , `ti;�.,,:M�;.%. s . Batch: 00008.06.2015-enterprise permit fee _ Account Number Account Description Debit Amount Credit Amount Line Description System Reference Project Management Journal Enhy:040-09-2015 Journal Entry Date:06/03/2015 001-0000-133-1000 Due Fr Pc General 157.50 0.00 enterprise permit fee 001-0000-322-0000 Building Permits 0.00 157.50 enterprise permit fee ��� +�� � 002-0000-231-6850 Due To Airport Fund 157.50 0.00 enterprise permit fee 002-0000-231-1000 Due To General Fund 0.00 157.50 enterprise permit fee 042-4200-542-4600 Repair&Maint-Buildings 157.50 0.00 enterprise permit fee 042-0000-133-1000 Due Fr Pc Airport 0.00 157.50 enterprise permit fee Journal Entry Totals 472.50 472.50 Joumal Entry Balance 0.00 Report Totals: 472.50 472.50 0.00 GL-Journal Enhy Proof List(6/3/2015-12:31 PM) Page 1 � o • • �O II:OIIIUFl �s�� ;_.�`�y'�.,�xy � � • City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: � ����A I i:� �LV�iV�U dt/1 Date Received: S — 2`� — i S site: 3 � `�S-C� S o t��K � U� Permit Type: � � �(Z J���/e'I � � Approved w/no comments:� Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment sheet shall be kept with the permit and/or plans. � Kalvin Switzer—P xaminer Date Contractor and/or Homeowner (Required when comments are present) ' �n����r� Page No. of Pages V L SUN STATE ALUMINUM, INC. 6154 Fort King Rd. ZEPHYRHILLS, FL 33542 (813) 788-7308 SUBMITfED TO � PHONE D ` 1S � 3� STREET �pg�. � � � CITY,ST nd ZIP DE ^ ��� JOB LOCATION � j ' � ARCHITECT ' DATE OF PLANS JOB PHONE We hereby submit specificalions and estimates for: � r ......_. . �. .l�.5��.�... ... ._.... ��... .�.L... _._. .� ...�. ... �� .,?--._�.._. �..�. I �. �.c>. ::�.... _.__._....... . ... ... ._. ......... _. ......._....__. ._. ... ................. .. .... ... ._. ... ... ... ._.... .. � ... ... ._._. .....`"...... ..�.... ..._. _. . ... ... ._.. ... ._.... ._.._._._. � ._. ...._.......... ._... s�.�..,.� ��P�.�—�'��_. ._. ... _. ._..._.... � ..._...._..._.. ...... ._.. ..._. ....._. ... ...... ... .._. ... � �.�.�.._ .._ ._. ... ... ........_. .. ... ._.. .. a��._�. .. ._..._._._. ... ... .. ....__. ... ..... ........ ... ._.. ... ..... ._. .. .... ... ... .. .. .. ......._._._... ...... ......... ........ . x , t he eb to f erial a�bor complete in ccordance with above spec' icatio for th� of: . dollars($ � ). Payme to be made as follows. All unpaid balances subject to 1.5%monthly interest fee. All material is guaranteed to ba as specified.All work to be compleled in a workmanlike manner according to standard practices.My alteration or deviation from above specifications Aut invo{ving extra costs will be executed oniy upon written orders,and will became an wctra _ charge over and above the estimate.AII agreements contingent upon strikes, axiden " or delays bsyond our control.Owner to carry fire,tornado and other necessary insura e: his proposal may be our workers are fuliy covered by Workman's Compensation Insurance. i drawn by us if not accepted within ddy5. �CCP�1tFITYCE D� CCDYYtC�Ct—The above prices,specifications I and condRions are satisfactory and are-hereby accepted. You are authorized Signature to do the work as specified. Payment wiil be made as outlined above. Date of Acceptance: Signature I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE7-10, &FBC 2010 WITH 2013 SUPPLEMENT. BREAK FORM HEADER OR �1 1 Ay/�I RECEIVING CHANNEL .,� ••papa••°° ' . WHERE ATTACHING TO Ru► �{/ • �. •e 3"X12"RISER PAN PANEL • #10 SMS AT EACH RISER USE(1)#10 X 3/4'SMS e -0567 • + FOR PAN OR#10 SMS @ /1-1/4"NEOPRENE WASHER o ,V�' • * ° 8"O.C.FOR COMPOSITE PANEL 2"FORM EDGE&@3"O.C.PER 3"X 48"X0.024"llb.FOAM DENSITY * ° R' ` PANEL COMPOSITE ROOF JI • I ATE OF o W w #10 X 4"SMS 1-1/4" SOLID ROOF NEOPRENE WASHER ••° P°°�� .® 8"O.C.PER PANEL �® d •• �'�� �•° �� ®� EER 6EAL ENGINEER OF RECORD David W. Smith P.E. (3)3/8" FLORIDA LICENSE NUMBER:53608 THRU BOLTS (2)#10 SCREWS PER 12" WASHERS/NUTS Thomas L. Hanson P.E. WIDTH CONNECTING PAN TO HEADER(BOTTOM MAY NOTCH FOR CENTER FLORIDA LICENSE NUMBER:38654 OR BACK OF PAN) OREDGE OF POST SHEET S-2 BEAM E FOR SIZE) (2)#14 X 2"TEKS PER 16" Mark Ronald Dunn,Jr. POST OR UPRIGHT WIDTH CONNECTING UPRIGHT(SEE P.E. HEADER OR CHANNEL TO STUDS- SHEET S-2 FOR SIZE) PRE-DRILL SO STUDS DO NOT SPLIT FLORIDA LICENSE NUMBER:73968 (OR 24"O.C.(2)ROWS STAGGERED THROUGH EXIST.STEEL C HEADER) S1 ROOF PANEL TO HOST CONNECTION DETAILS X Joel Falardeau P.E. S-3 SCALE:NTS FLORIDA LICENSE NUMBER:70667 FBC Plans &Engineering (1)-1/20 LDT CONCRETE Services,Inc. SCREW WITH 2-3/4" N OTE:MINIMUM EMBEDMENT OF EMBEDMENT(MIN EDGE ANCHORS INTO CONCRETE FOOTING SHALL 6272 Abbott Station Drive Unit 101 DISTANCE=3") BE 2-3/4"AT ALL POST LOCATIONS.ALL Zephyrhills,0.33542 PER OUTER FLANGE SCREW LENGTHS AT POST CONNECTIONS Phone:(813)788-5314 SHALL BE OF SUFFICIENT LENGTH FOR Fax:1-(866)-824-7894 REQUIRED EMBEDMENT INTO CONCRETE Email:erb@fbcplans.com FOOTING WHEN A PAVER DECK IS PRESENT. Website:WWv.fbcplans.com �Y\ C.O.A.-#29054 (2)-3/8"0 MACHINE BOLTS WITH WASHERS TOP VIEW DRAWN BY: OR(4)#14X 3/4"SMS ALUM.SQUARE COLUMN EA.SIDE 2"x2"x 0.125"ANGLE EXTERNAL REVISION: DATE: OR EQUIVALENT POST BASE (1)-1/2 0 LOT CONCRETE RO 1 SCREW WITH 2-3/4" I 1 EMBEDMENT(MIN EDGE OPT.#2: FOR INTERNAL FASTENING RO 2 DISTANCE=3") (4)-3/8" 0 CONCRETE PER OUTER FLANGE SCREW WITH 2-3/4" RO 3 EMBEDMENT(MIN EDGE DISTANCE=3" RO 4 a MIN SPACING 2") PROJECT ADDRESS: d d d O d G d CITY OF ZEPHYRHILLS-AERO CENTER 39450 SOUTH AVE ZEPHYRHILLS,FL. FRONT VIEW CONTRACTOR: G1 SUNSTATE ALUMINUM POST CONNECTION DETAIL S-A SCALE:NTS Y DETAILS S- 3 I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE7-10, &FBC 2010 WITH 2013 SUPPLEMENT. ```d,��1111//,�9 �"V.RyeR�bifs• �d4 0667 EXIST. // 3"X 12"X .024 PAN ROOF �/ ROOF FL 1779 OR EQUAL :70% S-T, ©F rcr ado 2X6 SMB 1' PROF �ALNG\NN\EE1RVSEAL ENGINEER OF RECORD LI David W. Smith P.E. 00 FLORIDA LICENSE NUMBER:53608 3" X 3"X .093 POSTS TYP. OF 5 Thomas L.Hanson P.E. FLORIDA LICENSE NUMBER:38654 EXISTING CONC. DECK - Mark Ronald Dunn, Jr. EXISTING "I" BEAM I P.E. EXISTING FLORIDA LICENSE NUMBER:73968 METAL BLDG. L Joel Falardeau P.E. FLORIDA LICENSE NUMBER:70667 FBC Plans&Engineering Services;Inc. EXISTING "I" BEAM ;� lls,fl 33542DriveUnit101 Zephyrh SUPPORTS Phone:(813)788-5314 Fax:1-(866)-824-7894 Email:erb@Ibcplans.com Website:www.fbcplans.com C.O.A.-#29054 DRAWN BY: • REVISION: DATE: RO 1 RO2 ------- ----------- RO3 EXISTING BUILDING FOUNDATION R04- 12' PROJECT ADDRESS: CITY OF ZEPHYRHILLS-AERO CENTER 39450 SOUTH AVE SIDE ELEVATION ZEPHYRHILLS,FL. CONTRACTOR: SUNSTATE ALUMINUM DETAILS S- 2C I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE7-10, &FBC 2010 WITH 2013 SUPPLEMENT. o NSfi 3"X 12" X .024.PAN ROOF FL 1779 OR EQUAL # -o STATE QF bm"�� 2X6 SMB 2X6 SMB ENGINEER OF RECORD LI David W. Smith P.E. FLORIDA LICENSE NUMBER:53608 3" X 3"X .093 POSTS TYP: OF 5 Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER:38654 -EXISTING CONC. DECK . Mark Ronald Dunn,Jr. EXISTING "I" BEAM P.E. FLORIDA LICENSE NUMBER:73968 10 10' 10' 10' 1' Joel Falardeau P.E. FLORIDA LICENSE NUMBER:70667 FBC Plans &Engineering Services;Inc. 6272 Abbott Station Drive Unit 101 EXIST. "I" BEAM Zephyrhills,fl.33542 Phone:(813)788-5314 SUPPORTS Fax:1-(866)-824-7894 Email:erb@fbcplans.com Website:www.fbcplans.com C.O.A.-#29054 DRAWN BY: REVISION: DATE: RO 1 ---------------------------------- ----------- RO2 R03 EXISTING BUILDING FOUNDATION RO 4- I 42' PROJECT ADDRESS: CITY OF ZEPHYRHILLS-AERO CENTER 39450 SOUTH AVE FRONT ELEVATION ZEPHYRHILLS,FL. CONTRACTOR: SUNSTATE ALUMINUM DETAILS S- 2B I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND.IT TO BE IN COMPLIANCE WITH ASCE7-10,&FBC 2010 WITH 2013 SUPPLEMENT. \' "�e o : '�o667 ° • • 4Tc r i � o 5..pOF r a w , 'PRO I II�EER SEAL EXISTING METAL BUILDING ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER:53608 Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER:38654 Mark Ronald Dunn,Jr. EXISTING CONCRETE DECK P.E. FLORIDA LICENSE NUMBER:73968 Joel Falardeau P.E. FLORIDA LICENSE NUMBER:70667 3"X 3"X .093 POSTS FBC Plans&Engineering 3"X 12" X .024 PAN ROOF TYP. OF 5 FL 1779 OR EQUAL Services;Inc. 6272 Abbott Station Drive Unit 101 Zephyrhills,fl.33542 Phone:(813)788-5314 Fax:1-(866)-824-7894 2X6 SMB 2X6 SMB Email:erb@fbcplans.com Website:WWw.fbcplans.com C.O.A.-#29054 DRAWN BY: 10, 10, 10, 10, 1' 3"X 12"X .024 PAN ROOF REVISION: DATE: FL 1779 OR EQUAL RO 1 42' RO 2 RO3 RO4- PLAN VIEW PROJECT ADDRESS: CITY OF ZEPHYRHILLS-AERO CENTS 39450 SOUTH AVE ZEPHYRHILLS,FL. CONTRACTOR: SUNSTATE ALUMINUM I , FLOOR PLAN S- 2 General Notes I HEREBY CERTIFY THAT I HAVE REVIEWED A.CONCRETE&FOUNDATION DESIGN: HOT DIPPED GALVANIZED. THIS PLAN AND FOUND IT TO BE IN 1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 5.ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X 4. DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY COMPLIANCE WITH ASCE7-10, &FBC 2010 PSI MINIMUM. BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). CONTRACTOR. WITH 2013 SUPPLEMENT. 2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI 6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE 5.IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL MINIMUM,3 1/2"NOMINAL THICKNESS. PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT, 3. FIBERMESH(3/4"PER CUBIC YARD MIN.)MEETING GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF ENSURE BONDING AGENT IS USED FIRST. APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED LAG BOLT OR SCREW.ALL BOLTS AND SCREWS SHALL BE 6. SCREENING MATERIAL SHALL BE 18X14X0.013 OR p` • C� ��! IN LIEU OF WELDED WIRE MESH INSERTED IN PILOT HOLES BY TURNING AND UNDER NO EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED e • "� • �\ e G 4. ALL SLABS ON GRADE SHALL BE 4"THICK WITH FIBERMESH. CIRCUMSTANCES BY DRIVING WITH A HAMMER ON DRAWING S-2. �� o 5. ALL REINFORCING SHALL CONFORM TO ASTM A615,BE GRADE 7.ALL EXPANSION ANCHORS SHALL BE DESIGNED IN 7. 1"X2"X.045 NON-STRUCTURAL MEMBERS SHALL BE ATTACHED n. ©667 •�ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S TO HOST WITH 1/4"DIAMETER X 1-3/4"EMBEDMENT&24"O.C. we e 60(60 KSI MIN.)DEFORMED BARS,#3 BARS MAY BE GRADE 40 REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY MASONRY SCREW FOR CONCRETE&EQUIVALENT SIZE WOOD SCREW - NO' 6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL BE APPLIED IN CONDITIONS ACCEPTABLE TO WHEN IN WOOD&#10 X 1/2"EMBEDMENT SMS OR TEK SCREWS * • tY BE 3000 PSI MIN.,2"MINIMUM.THICKNESS. MANUFACTURER. FASTENERS SHALL BE A MINIMUM OF SAE IN ALUMINUM MEMBERS TYPICAL. v �AT� O� ; dl! 7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. 8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE GRADE#5 OR BETTER ZINC PLATED. FOLLOWING: • : <► S.ALL FASTENERS CONNECTING CTINGALUMINUM COMPONENTS OR ® 'p e ®�(.QR\� a çI OPC(PORTLAND CEMENT TYPE I,-ASTM C 150). PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 e '®�o� e• o®°••e�AGGREGATES-#6 STONE,ASTM C 33 SIZEN0.67 LESS THAN 18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES JOB DESCRIPTION: PATIO COVER ®� 3/4". FOR USE WITH ACQ PRESSURE TREATED WOOD,OR AIR ENTRAINING+/-1%-ASTM C 260. OTHERWISE NOTED ON PLANS. PROFES1I *ER SEAL WATER REDUCING AGENT-ASTM C 494. 9•ALL FASTENERS SHALL COMPLY WITH ASTM A153. CLEAN POTABLE WATER. 10.ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS DESIGN DATA: OTHER ADMIXTURES SHALL NOT BE PERMITTED. G-185. 1. ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST): 140 MPH ENGINEER OF RECORD 9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL NOMINAL DESIGN WIND SPEED Vasd: 110 MPH David W. Smith P.E. 10.PREPARE&PLACE CONCRETE ACCORDING-TO AMERICAN BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2" 2. RISK CATEGORY : II L CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, UNLESS NOTED OTHERWISE. 3. WIND EXPOSURE C FLORIDA LICENSE NUMBER:53608 2,&3 ALONG WITH HOT WEATHER CONDITIONS 4. WIND LOADS: II RECOMMENDATIONS. E.REFERENCE STANDARDS: SCREEN ROOF: N/A Thomas L. Hanson P.E. 11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, ASTM E 119 SCREEN WALLS: N/A CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, ASTM E 1300 SOLID ROOF(MWFRS): 32 PSF FLORIDA LICENSE NUMBER:38654 VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, ASCE 7-10 Mark Ronald Dunn, Jr. SPALLING OR OTHER DETERIORATION. AA ASM35,AND SPEC.FOR ALUMINUM PART 1-A,&1-B ASTM C94 5. FACTOR APPLIED TO SCREEN WIND LOADS FOR 18X14X0.013 ASTM C150 OR EQUIVALENT DENSITY SCREEN MESH: N/A P.E. B.MASONRY: 6. FACTOR APPLIED TO SCREEN WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6 FLORIDA LICENSE NUMBER 73968 1.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD ASTM C33 7. LIVE LOAD: 7 HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON ASTM C260 3001b.VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS. I . Joel Falardeau P.E. TYPE M OR S MORTAR. ASTM C494 200 1b.VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS. 2.ALL MORTAR SHALL BE OF TYPE M OR S. ASTM A615 FLORIDA LICENSE NUMBER:70667 3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE ASTM A185 8. 4"CONCRETE DECK,2500 PSI MIN.CONCRETE W/6"X6"-#1OWWM OR 3000 PSI FIBERMESH MAXIMUM COARSE AGGREGATE SIZE OF 3/8". FLORIDA BUILDING CODE 2010 (CHAPTERS 16,20 AND 23) OVER 6"MIL POLYFILM W/EDGES LAPPED 6"&TAPED,OVER CLEAN COMPACTED SOIL 4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING W/2013 SUPPLEMENTS. SHALL BE ADEQUATE TO RESIST THE UPLOADS FOR THE PROPOSED STRUCTURE. FBC Plans&Engineering REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN 2005 ALUMINUM DESIGN MANUAL Services, Inc. 9. SCREEN ROOF TYPE: N(A HEIGHT. F.ABBREVIATIONS: 10. SOLID ROOF TYPE 3"X12"X.024 ALUM.RISER PAN ROOF FL 1779 OR EQUIV. 6272 Abbott Station Drive Unit 101 THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED Zephyrhills,fl.33542 C.ALUMINUM: TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT Phone:(813)788-5314 1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. Fax:1-(866)-824-7894 MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A 1.TYP--TYPICAL ALUMINUM STRUCTURAL MEMBERS Email:erb@Ibcplans.com MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. 2.SIM--SIMILAR Website:29054 cplans.com 2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF 3. UON--UNLESS OTHERWISE NOTED C.O.A.-#29054 0.024"SHALL APPLY. 4.CONT--CONTINUOUS HOLLOW SECTIONS WI 3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART 1-A- 5.VIF--VERIFY IN FIELD 2 x 2:---------------------------------------2"x 2"x 0.046" BUILDINGS LI+ CO IN , DATE: 05-29-2015 Th SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE G.RESPONSIBILITY: 3 x 2:---------------------------------------3"x 2"x 0.050" pLICABLE CO STRESS DESIGN"OR"PART 1-B-SPECIFICATIONS FOR 2 x 3:---------------------------------------2"x 3"x 0.050" ALL pLUN1ING AND DRAWN BY: ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE 1.ALL SITE WORK SHALL BE PERFORMED BY A LICENSED CpI FACTOR DESIGN"OF THE ALUMINUM DESIGN MANUAL 2005 CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING 2 x 3:---------------------------------------2"x 3"x 0.070" ELE�C.,,T�� CAL CODES. PREPARED BY THE ALUMINUM ASSOCIATION, CODES,LOCAL ORDINANCES,ETC. 2 x 4:---------------------------------------2"x 4"x 0.050" �+IGCHA REVISION: DATE: INC.WASHINGTON D.C.THE 2010 FLORIDA BUILDING CODE 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, 2 x 5:---------------------------------------2"x 5"x 0.050" WITH 2009 SUPPLEMENTS(CHAPTER 16 STRUCTURAL DESIGN NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN RO 1 &CHAPTER 20 ALUMINUM). DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD OPEN BACK SECTIONS RO 2 4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR CONDITIONS.3.THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE 1 x 2:----------------------------------------1"x 2"x 0.040" RO 3 PRESSURE TREATED LUMBER PROVIDE DIELECTRIC 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BYTHE SEPARATION. 1 x 3:----------------------------------------1"x 3"x 0.045" -,t V I E DATE RO 4 5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS CONTRACTOR.4,ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF ON INFORMATION PROVIDED BY THE CONTRACTOR AND SNAP SECTIONS CITY OF ZEPHYRHILLS USING#12 SPACING MAY BE 24"ON CENTER. MANUFACTURER. 2 x 2 Sna 2"x 2"x 0.045" PROJECT ADDRESS: 6. VINYL/ACRYLIC/GLASS PANELS SHALL BE REMOVABLE.THEY p' 1 SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING 5•ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BYA 2 x 3 Snap: 2"x 3"x 0.050" PLANS EXAIV!!NEIL ----------- "REMOVABLE PANEL SHALL BE REMOVED WHEN WIND LICENSED P.E.IN ACCORDANCE WITH STANDARD 2 x 4 Snap:---------------------------------2"x 4"x 0.045" CITY OF ZEPHYRHILLS AERO CENTE SPEEDS EXCEED 75 MPH".DECAL SHALL BE PLACED SO IT IS ENGINEERING PRACTICES. 39450 SOUTH AVE VISIBLE WHEN PANEL IS INSTALLED. SELF MATING (SMB) ZEPHYRHILLS,FL. (ACRYLIC/GLASS WINDBREAKERS INCLUDED) H.MISCELLANEOUS: 1.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 2 x 4 SMB:---------------------- 2"x 4"x 0.044"x 0.100" D.FASTENERS: MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME.IF 2 x 5 SMB:---------------------- 2"x 5"x 0.050"x 0.118" THE EXISTING STRUCTURE IS ONE OF THESE,A SEPARATE 4TH 1. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE 2 x 6 SMB:---------------------- 2"x 6"x 0.050"x 0.120" 300 18-8,WITH STANDARD FLAT WASHER UNLESS WALL SUPPORT SYSTEM MUST BE ENGINEERED SO THAT NO 2 x 7 SMB:---------------------- 2"x 7"x 0.057"x 0.120" CONTRACTOR: MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED WITH ACQ PRESSURE TREATED WOOD. HOME. 2 x 8 SMB: - 2"x 8"x 0.072"x 0.224" 2.IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE 2 x 9 SMB:---------------------- 2"x 9"x 0.072"x 0.224" SUNSTATE ALUMINUM 2.HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING 2 x 10 SMB:------------------- 2"x 10"x 0.092"x 0.374" FLAT WASHERS AND NUTS. BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE NOTES 3.ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTI,RAWL, TAPCON,REDHEAD,DYNABOLT,OR APPROVED EQUAL. R 4101.17 IN ITS ENTIRETY. S - 1 4.ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE 3• EMERGENCY ESCAPE&RESCUE OPENING PER FBC R310.1 a SHALL BE VERIFIED BY CONTRACTOR&BUILDING OFFICIAL