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HomeMy WebLinkAbout15-16410 ; � � ` CITY O�F ZEPHYRHILLS 5335-8TH STREET • , (sispso-oozo 16410 ' BUILDING PERMIT � PERMIT INFORMATION � LOCATION INFORMATION / Permit Number: 16410 I Address: 6251 BRENTWOOD DR Permit Type: ADDITION/ALTERATION � ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL I Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 03-26-21-0120-00000-1220 Improv. Cost: 4,700.00 OWNER INFORMATION Date Issued: 8/10/2015 Name: OESCH GARY R & CAROLE L Total Fees: 90.00 Address: 6251 BRENTWOOD DR Amount Paid: 90.00 ZEPHYRHILLS FL 33542-0634 Date Paid: 8/10/2015 ; Phone: 813-782-3640 Work Desc: INSTALL POOL ENCLOSURE 25 ' X 20 ' CONTRACTOR S APPLICATION FEES LIGHTNIN AL MI UM INC BUILDING FEE 90.00 � i - ' � I �l �� I I Ins ections Re uired FOOTER 2ND R U H PLUMB I MISC INSULATION CEILING ' FOOTER BOND DUCTS INSULATED I SEWER MISC. ROUGH ELECTRIC LINTEL i MISC MISC. 1ST ROUGH PLUMB PRE-METER I INSULATION WALL MISC. DUCTS INSTALLED WATER I MISC DRIVEWAY PRE-SLAB SHEATHING I MISC. MISC. CONSTRUCTION POLE FRAME I 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 fl 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 ithere 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,Specif atio�s Must Accompany Application.All work shall be performed in accordance with ty Codes and Ordinances. NO OCCUPANCY BEFO C.O. I CO CTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONT�HS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER i i � � � � , � ,_c(�'\}] C a V �� Q �f�LO111UH � ;�•?i� ' '�' �`� '-- . City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: �� �FI%N 0 ri." � A L U�t�I fu�/� Date Received: 6 23 — 'S� Site: b�5 i ��l�N'��.�+o�l� �J�. I Permit Type: -�1u'�S�i�e.t� ��c,i.e i=�c i.�s c1,�L . Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment sheet shall be kept with the permit aid/or plans. `� 4 �/� Kalvin �wrt r— s Examiner Date Contractor and/or Homeowner (Required when comments are present) � i i i � 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 , , . , Building Department � � � I ,Date Recelved Phone Conta�ct for Permittin Z� ��� — ���� � �� Owner's Name �a'� Q-nc� CQ`C c''�e �C=3C-~ I Owner Phone Number Owner's Address �Z�� ���WOOd br.Zep�yech��i�F�- Owner Phone Number Fee Simple Titleholder Name � Owner Phone Number Fee Simple Titleholder Address i JOB ADDRESS 1D�,�.J� ?J�eR�1NGCll �r. Z '`nye,`'hill�,� 3�5�)Z LOT# �ZZ SUBDIVISION S�`V�f O�-�5 pARI EL ID# ��r��— ��— �I�"D�QCO" I�.d I (OBTAINEO FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CONSTR e ADD/ALT � SIGN Q Q DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR Q COMM 0 OTHER TYPE OF CONSTRUCTION Q BLOCK Q FRAME 0 STEEL Q DESCRIPTION OF WORK ����\'` Q�-'` ��1�`G'�l.l,re-OV'2�� �(l�$"�7Y� C�CL�• BUILDING SI2E SQ FOOTAGE� HEIGHT � QBUILDING $ I I GQ VALUATION OF TOTAL CONSTRUCTION �..� I QELECTRICAL S AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. i PLUMBING S V � � ,�`��`� QMECHANICAL $ VALUATION OF MECHANICAL INSTALIATION ` ��� ��?(S OGAS Q ROOFING Q SPECIALTY 0 OTHER � � � FINISHED FLOOR ELEVATIONS FLOI�OD ZONE AREA QYES NO � i .ti BUILDER I.� • C COMPANY ��� ��� �I�4m IJ7 G�LrY7 SIGNATURE � iREGISTERED N FE CURREN Y/N Address Y� 2���—I� 6U'Y) 1�,i�. � Lfcense# �-L1�`�S�a� i ELECTRICIAN �COMPANY SIGNATURE iREGISTERED Y/ N FEE CURREN Y/N Address I License# PLUMBER COMPANY �_ SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address �� License# MECHANICAL I CO MPANY SIGNATURE �REGISTERED Y/ N FEE CURREN Y/N Address I License# OTHER ICOMPANY SIGNATURE �REGISTERED Y/ N FEE CURREN Y/N Address Llcense# IIIIIIIItllllllllllllllllllllllllllllllllllllllllllllllltllltlltlll RESIDENTIAL Attach(2)Plot Plans;(2)sels of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construclion, Minimum ten(10)working days after submittal date� Requlred onsite,Const�uctlon Plans,Stormwa[er Plans w/Sllt Fence Installed, Sanitary Facllities&1 dumpster;Site Work Permit for subdivisionsllarge proJects COMMERCIAL Attach(3)compiete 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,Construclion Plans,Stortnwater 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, j ""PROPERTY SURVEY requlred for all NEW constructlon. Directlans:' 'I , Fill out application completely. � Owner&Contractor sign back of application,notarized I If over$2500,a Notice of Commencement Is required. (AIC upgrades over$7500) i " Agent(for lhe conlractor)or Power of Attorney(for lhe owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only)i Reroofs if shingles Sewers Service Upgrades A/C Fences(PIoVSurvey/FOOtage) Ddveways-Not over Counter I(on public roadways..needs ROW i I I I , . , �� , �� �' � ��, ' ` '•�� , ,� I`IIIIIIII�IIIIIIIIIIIIIIIIIII�IIIIII�IIIIIIIIIIIIIIIIIII�III _ ,. ' �. i � ` ' ; ,. • . ,"•i '� : • . � ' ! �f 2015099709 • '9r��. , � . r . . � �I .. _, '" . � � � , '' , , I,• ' � Rcpt:1692176 Rec: 10.00 • � • • DS: 0.00 IT: 0.00 � ,' � �. ' 06/23/2015 B. M., Dply Clerk I I• . .• • ' ' I '' ' : ' ' Parcel ID No I���2�+Z��v�Z�-����'��'U; Pertnll No: . � ' . • � PIOTICE OF COMMGNCEMCf�7 . Stale o( '�'� ? Counly at .i :� � • ; ' '. , � , ; j � T,k1E;UNDERS�GN�D hareby�glves notice lhat Imptovement will be made to cerlaln real propertjr,end In eceordance wllh Chapler 753,FlodGa Slatutes, 1ho�foltowing�fnfortnaUon�Is provided•In111ils�Noflce.of CammencemenC � � ,,���n_ 2?a �: �, Dascdpllanoi.Property. Parcel•Idontlticetlon,No. (�3-Z��2-�.-OIZb • __ __�_ 2y I �' .�� StreetAddress: �PZ�J� `Jrf�1.�� 'ln�V� �Pi�h�.'1P'� \�1g�._is�-}Z 2, Generdl Descrlptlon oflmprovement Screen I _-- , . � _,—_ 3. 'Ovmerdnfortnallon arLessee Infartnetlon If tha Lessea conlracted(orlheJmpro'vemenh. -- Name �c�[� �Y1�� �:P�F�I�PChf��� ..�.�_ lQ2CJ� ��'n�\+� � CIIy Stale Address InterestlnProperty: ° ���� '— Neme.of Fea Slmple Tilleholder: � - (If dlfferent from Owner Ilsted abovo) � Address I � Stale �4. Contractor. � — -- Narne 61 U�-/ � -�Q-rn�i _�--��A�S� Piddress p Slale c Clly ConUactors Telephone No:: �I�J����/ �I v -J � 5. Surety> I ' — Name Addrese Cfly -- :lale y Amount of Bontl:5 Telephone No. __ _.__.—__ I 8. Lender. — ' Neme ' Cily ---•— � itale Address Lenders�Tele�hone No.: 7, Persons Wilhin lhe Slale of Flodda deslgnaled by 1he owner upon wha i noUces or olher dor,uments may be scrvr.cl as Provided by Sebllon�713:13(7)(a)(�;Florida Slatutes: Name Address: i �City '--- � State -. Telophone Number of.Daslgnated Porson: I 6. In.edditlonto:hlmself,lheiownerdusignates . , —0�— lo recalve e copy of lho Llonorts Nollce ac provided in Socllon 713.13(7)(b),Fiodda Slalulr,s. Teiephone Number of P.erson or Entlty Deslgnated by Owner. i - g, Explrallon date ot.NoUca of Commencement(iha e�iration dale may not de beforo lhe camplolion of canslruclion and(Inal palm�ent lo lhe contreclor,but wlll be one yearfrom tho dele.of recording un{ess a dlfferenl dale Is specifled): WARNING'TO AWNER: 'ANY PAYMENT.S:MAOH 6Y THE OWNER AFTER THE EXPIRATION OF TFIE NOTICE OF COMMFNCCMFIJT ARE CONSIDERED�IMFROPFR PAYMENTS UNDER CHAPTER 713,IPART 1, SECTION 713.13 FLORIDA STATUTES, AND CAN RESULT IN YOl7R..PAXINO TWICE FOR INIFROVEMENTS TO Y,OUR PROPERTY. A NOTICE� OF COMMENCEMENT MUST BE Wf.T.H YOUR.L'END R R AN'ATTORtJ Y BEFORC-'COMMENCING W Rk ORI R6CORD�NG�OURD T�0 0 E OF COMMENCEM�O TSULT Under penalty of perjury,l de�Jare that I have.read the foreBOing nollce of communc2ment end lhat the facts staied lhereln are lrue lo lhe best of my Icnowledge and bellef. STATEiOF FLORIDA � COUN7Y�Qf4,Py,�C�.f,�a, ` + 3�,� pn•ef�qvmer ur Less��4.br dwnor's ar Lr,s;etli AuVioitod .a+a�. Noean'PuCticS�;l°ot floride Oiflcor/Dlreetor/PertnerfManager , � ^,�,��'�y Amanda Lee,ia3in ��� _—__ M.Commis��nn EE 202716 e''��„s�� E.v���F.oan..ai20ie Signatory'sTllle101fice {.•.:,�,,,y,,..,�.p..,�,�dutir` ��i� � The foregoinq:lnstrument wac'ecknawledged before me Ihis�_day of��u-�^-e-I,20�S by C ClYGt2. dE�JC'h as N M'` a,5�-r i __(type of aulhodty,e.g.,officer,lnislee,ellomey In facq for ���,e�� �(name of p rty on behalf of whom instrumenl�vas executed). c� Personally Known�g3 Producod Idenlillcaliop� Nolary Signature �'�,,��^@^�' :7ype�of+ldentl(ICatlon,Produced. �� `)�-- _ Name(PrinQ;� I�1\`� �-�-�,�S� �Ua�4�� �� STATE QF FI..ORIDA, COUNTY OF PbSCO PRULii S 0'NEIL,Ph D PRSCO CLERK 6 COMPTROLLER��� tl • �1��6�v��� THIS IS•TG�CERTIFY THP�T THE;FOREGOINGiIS A 06oR sK 192 i0 m PG g8 J �? • _ �� 0 TRUE AND CdRRECT COPY OF THE DOCUMENT — � -• ON FILE OR OF,PUBLIC RECORD IN THIS OFFICE * • ,,;�3�f-��,,..�,�,r ' '� WITNESS MY HAND AND QFFICIAL SEAL THIS � :� ; � �, wpdatalb ollcecommencemon c053048 * jl� �� �� , o`�ir,o�,�i��-� , 2 o ii , �� PAULA S O'NE1L,`CLERK&COMPTROLLER - ' � 1t�87 � � � .. � . . • e � , gY � � o� �(��. 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THRU HOLLOW SECTIONS SELF MA TING (SMB) 2500 PSI(MIN) 2500 PSI (MIN) FASCIA INTO COMPOSITE 2X2:2"X2"X0.044" 2X4 SMB: 2"X4'X0.044X0.100" W/(1) #5 CONT. 8"X 8" W/(1)#5 CONT RAFTER TAILS ROOF PANELS 2X3:2'X3"X0.050" 2X5 SMB: 2'X5'XO.050"XO. 2X4:2'X4'X0.050" 2X6 SMB: 2'X6"X0.055"X0.120" --� ''� �' •` ''' ' 2X5:2 X5"X0.050" 2X7 SMB: 2'X7"XO.057XO.120" r,; .;�.'•? :;y 2X8 SMB: 2'X8"XO.072"X0.124" OPEN BACK SECTIONS 2X9 SMB: 2'X10"X0.092"X0.398 O 1X2.: 1:X2"X0.040" 10X3/4"S.M.S. 1X3: 1"X2"X0.045" CONTINUOUS FOOTING DETAIL 10"on center top and bottom SCALE N.T.S. COLUMN SNAP SECTIONS 2X2 Snap: 2"x2"xO.045""x0.045" COMPOSITE ROOF HEADER TO FASCIA A TTACHMENT 2x3 Snap.- 2"x3"x0.050 AND COMPOSITE ROOF TO LOAD-BEARING WALL P' FL. PRODUCT APPROVAL FL7561-R1 2x4 Snap: 2"x4"x0.045" SCALE N.T.S. 3 1/8"X1 1/2"X 1/8" BASE W/(2) 1/3"DIAM. (2) 114"DIAM. BY 3 1/2" THRU BOLTS 3X3"COLUMN TAPCONS OR EQUIV. 10X3/4"S.M.S.10" POST W. (2) 1/4"DIAM. O.C. INTO GUTTER ALSO INTO CARRY BEAM �••� X 3 1/2" THRU BOLTS- Ll e N0. OF SCREWS _c •. _ _ e PATTERN TO VARY - - . ED SCREWS TO MAINTAIN 11/4 C/C 3X3 COLUMN TO PA VER OR PA 770 A TTACHMENT SCALE N.T.S. s v 2"X®"x 1/8"ANGLE W/ SELF-MATING CONTRACTOR (2)—#14 x 3/4"EACH FACE COMPOSITE TO GUTTER TO BEAM TO 3X3 COLUMN TO BEAM RECEIVING CHANNEL SCALE N.T.S. Req. for Each Load Bearing Post Connection W/(2)—#10x3/4"INTO WILLIAM & JAN/CE BRILL EACH FACE TAMPA, FL 33629 3820 W. SAN LUIS ST MIN 4"SLAB 2500 PSI • • CONC w/FIBERMESH • • 1"x 2"O.B.BASE PLATE CITY OF TAMPA PAVERS 2" 1 1/4"MIN CQNC • A,NCHalM EMBE®MENT (3) 10X3/4"SM.S. 10X3"S.M.S. THRU PER PAN RAM A. GOEL, P.E.(#47431) FASCIA INTO REUBEN E. PH/PPS, DESIGNER C.E. SIDE VIEW 16306 DOUNE CT. RAFTER TAILS ROOF PANELS TAMPA, FL 33647 24"ON CENIER O I HEREBY CERTIFY THAT I HAVE REVIEWED PH# 813-293-1868 AND SUPERVISED THE ATTACHED DESIGN ED PH# 727-420-4796 24" AND FOUND IT TO BE IN COMPLIANCE WITH O.C. MAX CHAPTER 3, SECTION R301.2.1 OF THE BUILDING CODE 2010 RESIDENTIAL EDITION PAVERS- PROJECT ADDRESS BASE PLATE 1OX3/4"S.M.S. ANCHORED CONC. 3 PER PAN 1/4"x 5" TAPCONS- • 1/4"X 2 1/4" COLUMN i ��� .4 TAPCONS MAX 24" GARY & CAROLE OESCH +.`• ------------------------- 6251 BRENTWOOD DRIVE RAM A. GOEL, P.E.(#47431)16306 DOUNE CT. /�/ ZEPHYRHILLS, FL 33542 FRONT VIEW CITY OF ZEPHYRHILLS PAN ROOF HEADER TO FASCIA ATTACHMENT TAMPA, FL 33647 2" X 4" OR LARGER UPRIGHT TO DECK W/PAVERS DETAILS AND PAN ROOF TO LOAD-BEARING WALL Ph.# 813-293-1868 SCALE N.T.S. SCALE N.T.S. Ph.# 727-420-4796 A-3 DETAILS ALUMINUM MEMBERS DIMENSIONS GUSSET DIMENSIONS 3/16" 18 X 6 BEAM.�� PURL IN HOLLOW SECTIONS SELF MATING (SMB) 18 X 4 \ 14 SMS 1 1/4"O.C. 2X2:2"X2"X0.044" 2X4 SMB: 2"X4"XO.044"X0. 700" + 2X3:2"X3"X0.050" 2X5 SMB: 2"X5"XO.050"XO. 100" + j 2x3 , 2xs._ o O "I 2X4:2"X4"X0.050" 2X6 SMB: 2"X6"X0.055"X0. 120" 2X5:2"X5"X0.050" 2X7 SMB: 2"X7"XO.057X0. 120" 2X8 SMB: 2"X8"X0.072"XO. 124" RECEIVING CHANNEL RECE/NNG CHANNEL OPEN BACK SECTIONS 2X9 SMB: 2"X10"X0.092'X0.398 W/2#Iax3/4"INTO #10 IVING#IOX CH INTO GIRT EACH SIDE& (3) UPRIGHT 1X2: 1:X2 X0.040 GIRT EACH SIDE& (3) 1X3: 1"X2'XO.045" #10X3/4"INTO 2 X 3 SELF-MATING BEAM - NOTCH #10X3/4"INTO 2 X 3 FOR UPRIGHT w/MIN 3/4"O.C. #10X3/4" SNAP SECTIONS EXTERNAL GUSSET DETAIL 2X2 Snap: 2"x2"x0.045" SCALE N. S. UPRIGHT TO BEAM CONNECTION DETAIL SLOPED PURLIN CONNECTION DETAIL SCALE N. S. 2x3 Snap: 2"x3"xO.050 SCALE N.T.S. T. 2x4 Snap: 2"x4"x0.045" (t)-#10 X 2" SCREW 24"O.C. (9)#14 X 3/4 SMS SCREWS ,.1/8"S.S. CABLE (2THRU EXTRUSION 1/8"PLATE ON 45'ANGLE 2" WIDE EXTRUDED GUTTER BRACE AT 45' TO 60' EACH BEAM e • •' W/(2)—#8 X 3/4" © I _ 4"SLAB MIN. _. Q 6 1 (2) 1/4 X 2 1/4" TAPC NS 500 PSI CONC WWM OR FIBERMESH CABLE CONNECTIONS AT FOUNDA TION SCALE N.T.S. UMBER OF SCREWS CABLE CONNECTION AT CORNER PATTERN TO VARY SCALE N.T S. #10X3/4"INTO SCREWS TO MAINTAIN 1-1/4"C/C RECEIVING CHANNEL GUTTER BRACE & MATING ELEMENT ATTACHMENT DETAIL SCALE N.T.S. 2"X*"xt/8"ANGLE W/ CONTRACTOR (2)—#14 x 3/4"EACH FACE SELF—MATING Req. for Each Load Bearing WILLIAM & JANICE BRILL Post Connection ECEIVING CHANNEL 3820 W. SAN LUIS ST W/(2)#1 ax 3/4" , INTO EACH FACE TAMPA, FL 33629 MIN 4"SLAB 2500 PSI CITY OF TAMPA CONC w/FIBERMESH I"x 2"O.B.BASE PLATE 1 1/4" W CON ANCHOR£MB£DM NT ~Ml PURLIN RAM A. GOEL, P.E.(#47431) SIDE VIEW REUBEN E. PHIPPS, DESIGNER C.E. I Pt 16306 DOUNE CT. TAMPA, FL 33647 PH# 813-293-1868 ® l HEREBY CERTIFY THAT / HAVE REVIEWED PH# 727-420-4796 AND SUPERVISED THE ATTACHED DESIGN AND FOUND I T TO BE IN COMPLIANCE WITH CHAPTER 3, SECTION R301.2.1 OF THE BUILDING CODE 2010 RESIDENTIAL EDITION 24" RECEIVING CHANNEL PROJECT ADDRESS �•LOfC..MAX - j 1"X 2'BASE PLATE W/2#10X3/4"INTO BEAM r ANCHORED CONC, EACH FACE& (3) 1/4"X 2 1/4" TAPCONS #IOX3/4"INTO BEAM MAX 24" GARY & CAROLE OESCH FRONT VIEW ------------------------ 6251 BRENTWOOD DRIVE PURLIN OR GIRT TO BEAM OR POST DETAIL RA M A. GOEL, P.E.(#47431) ZEPHYRHILLS, FL 33542 2" X 4" OR LARGER UPRIGHT TO DECK DETAILS SCALE N.T.S. 16306 DOUNE CT. CITY OF ZEPHYRHILLS SCALE N.T.S. TAMPA, FL 33647 Ph.# 813-293-1868 A-2 Ph.# 727-420-4796 DETAILS CONTRACTOR: Li hc thing Aluminum, Inc. DESIGN CRI TERIA: Applicable Codes Regulation and Standards 1. The 2010 Florida Building Code . specifically Chapter 16 Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood. 2. AA ASM 35 an Specifications for Aluminum Structures, Part 1—A and 1—B of the Aluminum Design Manual prepared by The Aluminum Association, Inc. Washington, 3' D.C.,2005 Edition 3. ASCE 7-10. Wind Loads 1. Building Occupancy Category, Paragraph 1604.5 and 2X4 6/ ' Table 1604.5: Category 1 2. Basic Wind Speed Table, Table 1609 State of Florida Debris Region & Basic Wind Speed, Paragraph 1609.3 and Table 1609.3.1 Equivalent Basic Wind Speed.150MPH V—ultimate Exposure Category, Paragraph 1609.4.3.• C 2x2 3. Building Category for Aluminum Structures, Paragraph 2X2 O ALA COW 2002.6: Building CotegQry 1. �Ulj j�L�'� S' LE 11JIL O' 1 -6' 20' 10' -'Ny?t L VL'JMB1N�•P+N� Specifications GT j CODES° The following specifications are applicable to this project: 1. Aluminum extrusions shall be 6005 T5 Alloy 2. Fasteners are required to be SAE Grade 2 or better zinc plated. 3. #14 screws 6" from ends and 24" center to center. I7V 4. Door location shall be determined by contractor in the field. REVIEWD CITY OF ZEPHYRHILLS PLANS EXAMINER 2x5 7 28' CONTRACTOR 2x4 LIGHTNING ALUMINUM, INC. P.O. BOX 290144 TEMPLE TERRACE, FL 33687 813-984-1185 2x2 2x2 RAM A. GOEL, P.E.(#47431) REUBEN E. PHIPPS, DESIGNER C.E. 16306 DOUNE CT TAMPA, FL 33647 PH# 813-293-1868 PH# 727-420-4796 HOUSE SCALE 1/8" = l HEREBY CERTIFY THA T I HA VE REVIEWED , AND SUPERVISED THE ATTACHED DESIGN 10 AND FOUND I T TO BE IN COMPLIANCE WITH PROJECT ADDRESS I CHAPTER 3, SECTION R3O1.2.1 OF THE BUILDING CODE 2010 RESIDENTIAL EDITION GARY & CAROLE OESCH 6251 BRENTWOOD DRIVE ZEPHYRHILLS, FL 33542 CITY OF ZEPHYRHILLS ---- ------RAM A. GOEL, P.E.(#47431) 16306 DOUNE CT. TAMPA, FL 33647 Ph.# 813-293-1868 n _ , Ph.# 727-420-4796 f 1 PLAN