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Home My WebLink About07-6773 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780-0020 BUILDING PERMIT 6773 Permit Number: 6773 Permit Type: ADDITION/ALTERATION Class of Work: 434-ADD/AL T RESIDENTIAL Proposed Use: MOBILE HOME SUBDIVISION Square Feet: Est. Value: Improv. Cost: 37,933.81 Date Issued: 6/11/2007 Total Fees: 365.00 Amount Paid: 365.00 Date Paid: 6/11/2007 Work Desc: SCRN RM Address: 37124 NEUKOM AVE LOT 304 ZEPHYRHILLS, FL. Township: Range: Book: Lot(s): Block: Section: Subdivision: GRAND HORIZONS Parcel Number: 34-25-21-0180-00000-3040 Name: BOWMAN, RICHARD & SHARON Address: 37612 LANDIS AVE LOT 97 ZEPHYRHILLS, FL 33542 ACE REFRIGERATION INC b na.lod2 <6'"-\0 -07 ~ FOOTER BOND ROUGH ELECTRIC PRE-SLAB LINTEL SHEATHING FRAME REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)( c) when extra inspection trips are necessary due to anyone 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. IN INSULATION CEILING MISC. DRIVEWAY ELECTRICAL FINAL BUILDING FINAL 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. The payment of inspection fees shall be made before any further permits will be issued to the person owning same "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." '-=:------ NO OCCUPANCY BEFORE C.O. ~ - ~. CONTRACTOR SIGNATURE PERMIT OFFI CALL FOR INSPEcnON - 8 HOUR NOnCE REQUIRED PROTECT CARD FROM WEATHER -----, f - d' ~ -~.- - -- ~~uuU""'U""''''''UI,",UL \LUv vApuaUUll UalC l~ 1 year Tram tne date o recor mg unless a dIfferent date is specified.) Signature of Owner: , 20(~~ City of Zephyrhills BUILDING PLAN REVIEW COMMENTS ContractorlHomeowner: f\<1 ~ Date Received: , , Site: Permit Type: Ac\C\.\-\\u~ Approved wino comments~ Approved wIthe below comments: 0 Denied wIthe below comments: 0 t with the permit and/or plans. t~g-07 Date Contractor and/or Homeowner (Required when comments are present) VILY VI "-CfJIIYt 11111;:) rClIlIlL r\fJfJllvdLIVII Building Department 1 U^-V I ,..r I VV-vV~ 1 Date Received -1-0 Owner's Name \- Owner Phone Number Owner's Address I \\.s,)'-D'\:.. C{QQf")~~~ \'(. Owner Phone Number I Fee Simple Titleholder Nam~ OWner Phone Numb~r I Fee Simple Titleholder Address I I I~\\~~ UQ2\~\\~v...*~~~~ . I LOT# I I ~~~\ V\~\~~ .PARCELID#I~-~~\-~\~~~-CJ~ I ~. .~. (OBTAINED FROM PROPERTY TAX NOTICE) WCONSTR . ADD/ALT D SIGN D MOVE 0 DEMOLISH INSTALL REPAIR PROPOSED USE D. SFR D COMM 0 OTHER 1C\\~~'0 '\ TYPE OF CONSTRUCTION D BLOCK 0 FRAME D STEEL D OTHER I I DESCRIPTION OF WORK 15&(1 Rr)')') Go.)( \4) Shpr\ Gf)}( \ 2') EJI'ea"\6<2. RI'Y\(\2Jl. '~6AeASP (dlh<2t:J I SQ FOOTAGE I I HEIGHT I I ::~~~3~\ 1$ 1$ D JOB ADDRESS SUBDIVISION WORK PROPOSED ROOFING : I I D AMP SERVICE D PROGRESS ENERG~~OOC VALUATION OF TOTAL CONSTRUCTION D o D PLUMBING MECHANICAL VALUATION OF MECHANICAL INSTALLATION GAS SPECIALTY D FLOOD ZONE AREA OTHER DYES DNO ~ FINISHED FLOOR ELEVATIONS ~. BUILDER \1(/ SIGNATURE \ ;:'\J Address r ~ EL ~, 11,. . SIGNATUR '\J Address PLUMBER SIGNATURE COMPANY REGISTERED Y/ N FEE CURRENT Y/N Address MECHANICAL I SIGNATURE . Address I OTHER I SIGNATURE Address I License # COMPANY REGISTERED Y / N FEE CURRENT Y/N License # COMPANY REGISTERED Y / N FEE CURRENT Y/N 'I rill r rIll J r 1111" r 111111111.111.11 r 11111111' II 1111' II ~ II I r I' 1111111111'11'1111.111' 1111111111'1111111'111'111 T' 111" 1111'" r IIIIII11111111111111111 RESIDENTIAL Attach (2) Plot Plans; '(2) sets of'Bulldlng Plans; (1) set of Energy Forms Minimum ten (10) working day~ after submittal date. Required onslte, Construction Plans, Sanitary Facilities & 1 dumpster COMMERCIAL , Attach (3) sets of Building Plans; (1) eet of Energy Forms, Minimum ten (10) working days aftereubmlttal date. Required on site, Construction Plans, Sanitary Facilities & 1 dumpster All commerc:lal requirements must meet compliance. SIGN PERMIT Attach (2) sets of Engineered Plans. ....PROPERTYSURVEY required for all NEW construction. I I I I I I I I I , I , ~ I I I I J I I I I I I I J I I I I I I I I I I I I I I I I I I I I I I . I I I ~ I I 'I , I . I I I I I . I I I I I I & . . . I I . I I I I ~ I I I I I I I . I J ~ I I I I I I I I I I I I I I I I I I I I I I I J I I I I I I I I I I I I I I I I I I I I I I I I I I I j Directions: Fill out appllcatJon completely. Owner & Contractor sign back of appllcetlon, notarized If over $2S00, a Notice of Commencement Is required. (AlC upgrades over $SOOO) Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of AppllcetJon Only) Reroofs Sewers Service Upgrades NC Driveways Fences (Plot/Survey/Footage) License # NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictiollS' which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with allY 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 violatloll under state law, If the owner or intended contractor are uncertain as to what licensing requirements may apply for trle 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) SIYII portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and Is not entitled to permitting privileges in Pasco County, TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understanus 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 ancJ 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 certificate of occupancy or final power release, the fees must be paid prior to permit Issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law-Homeowners 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 tlas commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulatillg 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, WaterlWastewater Treatment. Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, AlterillQ Watercourses. Army Corps of Engineers-Seawalls, Docks, Navigable Waterways. Department 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 addressing CJ "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 111 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) mon,ths after the time th~ work is commenced: An extenslOfl may be requested, in writing, from the Building Officia~ for a period not t~ exceed n1n~ty (,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 lWlCE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSUL T WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT, FLORIDA JURAT (F,S, 117.0) v} / ~~1.. / _ OWNER OR AGENT ~ CONTRACTOR ~ . \D~ ,i ~bscribed and s n to r a b or e this \ ~ \'f1;.-.. ,j Subscribed and sw ( r. ffi~e befor IS \;. , '~ ~ \ by - .'-"t C).. ")C:{Jl by .... ._ Who is/are personally known Who is/are personally known to or as/ha e prod ced ) as I entltlca on. / ";x: ~ " ~ ,Np_~ry. public State of Florida ~ m Isgti6H~\ ~ . .; My Commission 00463268 amped Ma~ 02 07 12:I5F FrOlll: C S!ISIlHi FREE ESTIMATES Grand Horizon Homes 813 7156585 8137823966 04/23/2001 07:0& F.3 1593 P.001/002 B & H CONSTRUCTION OF CENTRAL FL, INC. 4~5MOmuSBRmGEROAD ZEPHYRHILLS, FL 33!43 ..- A.U/JIUl 1-800-224-1206 ....LICENSED .. BONDED .. JNSURED .. SKlRTING .. STEPS'" ROOM ADDITIONS · ALUMINUM * CONCRETE** Lot #: ,ro.304 SubdiYhlion: 37124 NEUKOM AVE Lap Siding Color: Home Serial II: Homo Model #: Beam Color. All aluminum ~ iIIdude: PBDlI, Trim, 0ut1cr. Down BOOuts. 3x3 Posts.. IIDd FJashinA. 16 Pans ---1L. Ft. Long 12 Pans -.!!...... Ft. Loug 25 Pans ~ Ft. Long J Pans ~ Ft. Long Valance...... ......... ............, Gutter on Home.......... ........ Beam Work. 2x4 SM Beam..................... 2x6SMBeam..................... 2X1 5MBeam..................... 2xI 5MBeam..................... 2x9 SM Beam..................... 116 2x10 SM Beam.................... Quport Gable Fl'lImini.......... _ SCREEN ROOM WALLS IApKP 12 + I.. + 1% + - 31 LIF x Screen 000; ]ncludes-;-- - - Closer &ad 'IbresboJd............ 1 Gable Fill 0110 Side...... u.... ... lDSulatcd Kick: pjlJt1c........... ... F8I1Bnm(notwired)............ J Misc.: UTILITY ROOM WAUS WaDs 8 + 14 T 10 + :K = 56 lJF x 2x4 SIuda J6" oc Shed Door and 1 Wmdow....... : SiDBIe Window (Extra)...... .. ... 3 Bug Shield......................... 29 Double Shed Doors.............. GLASS ROOM WALLS Walla _+_+_+_=~ LIF R S)'SCan Insulated _ x _ - ~ Sq. Fa. GlassDoor........................... _ EA Hmd Railing..__.........__.....m._ ~ UF Step Railing........................... 3 EA $&09.12 GaragcDoor........... ..!!!.x~ 1 EA SSI3.4I ~.Door &adc:r ~ x ~ I EA $UI7.2S Garage Door Opener x -2... ...L. EA S35,01 Mise: GARAQE WINDOWS (2) $465.50 $201.1, StS7.\l6 CONCRETE AND BRICK WORK ~171.2() I'lItio Slab.............. ~ x -E- "" ~ Sq. Ft. x $3.21 ~uo Patio Slab.............. ~x~... ~ Sq.Ft. x $3.21 SO.DO PaaioSIab.............. ~ x ~ = ~ Sq. Ft. x $3.21 so.oo PaOOSIab............_ ~x~ = ~ Sq.FL x $3.21 S!l12.96 Side Walk.............. ..2... x.2!!.. - ~ Sq. Ft. x $3.21 $0.00 Driveway............... ~ x 2!.. ... ~ Sq. Ft. x $3.21 so.oo Driveway Flair......... -2- x 2!.. - 2!!.. Sq. Fl x $4.82 Rai.scdUtility........... _I 112- I 4- X $34.60 S32.83 11.,247.504 Raised Patio 6 c~ l2 X 14 -,... Sq. Ft. x $9.74 Raised Patio 6 C- -;;;- x -;;;- .. -;;- Sq. Ft. x $9.74 SIOO.56 Over 6 per ft pet - ~ It -;- "" -;; LIF x $3.04 $0.00 Footer 8x12 Ranfon:cd=...~ _ UF X SS.53 So.oo Footer 12xJ2 Reinfm:ed. .......... w UF x S7.16 $67.10 Skirting FoDtcr................ ....... 1ll LIF X $4.28 so.oo 1 Tread Step...................... _ EA X $110.12 2 Tread Stcp...................... _ EA x $22J.59 $37.19 $2.0112.64 3 Tread Step...................... 3 EA X 5333.22 4x4 Stoop......................... _ EA X 5284.52 J332.40 Brid. Sld~ Max 5 High SI80.00 Split Brick Air - _ lJF 8 _ Courses x $151.31 Split Brick Solid 134 UF 8 -!... Comses x 10.00 Fill Dirt................~....... II Loads x $43.31 S3,161.63 Pretreat........... ...... ....... ........ ..............., ... MiIC; 2.d~llDbJ.fMI"'" SO.OO Lot~..._..n................_ SO.oo NOTE: Aa:ording m the FL Building Code $0.00 a crack u not 8 stIuctura1 problem unbl it :saoo rc:ach~eJJ411 in w' SIUIO CONCRETE SIGN: ;;J. - 0-1 ALUMINUM so.oo DATE: g;.. PERMIT FAX TO: 813-71.5-6585 TAX FORENGlNE5RING. TOTAL _ Sq. FL x 3.89 - 4.49 ~ Sq. Ft. ll: 3.89 - 4.49 -; Sq. ft l{ 3.39 - 4.49 -;- Sq. Ft. x 3.89 - 4.49 -;;- UF x $4.90 11 I1F l[ 55.31 I x SI57.96 .0 UF IC S4.2I - Ig LIF x $5.98 LIF l( 56.# UF,. $8.76 UP Jt DoSJ UF x 110.211 x $lG2.00 EA x LIF x UF x EA x EA x EA x LIF x EA S UFx o..b1cWoIla 24 + 2S + 24 + = ~ VlNYLROOMWALSt - Vinyl Wall.. ........................ Inside Kick Plate.................. Lop Top Inside 8Ild Out........... Florida GlIISS..._......... .... ..... Insulate Top and Bottom........ Doors include (2) 2 Track Units 1bresho1d 8lld Closer. . ... . ...... EA 11 B&H will DOt be respoosjblc fw au,y leaks in VINYL ROOMS X lJF x i..JF x LIP x LIF :It LIF x Sl00.56 $J6.71 $3.92 $67.70 $ J 66.20 $60.00 $S.22 $51.34- $5.93 S15.40 $10.27 $5.49 $147.61 GRAND HORIZONS Date: 4/23/07 x $0.00 x $3.20 so.oo x S3S7.DO SlUIO x $22.13 $575.38 x $92.8S S271.SS x 11,.s63.00 $1.563.00 X S3l13.QlI S3lI3.00 X b1ulII $261.110 Sl:i~.lJO $255.00 ALUMIN\..'!M TOTAL $17,873.84 12.52 S2. 75 $140.00 $100.00 S309.~2 X $357.00 $539.21 $3I1S.2fI $1.926.011 $321.011 51.197.11 $2,619.3E S!*.7 Sl4.6C1 $1,6'36.32 1974.00 Sl.o33.6C1 SO.1lO SI,l132.08 ms.12 So.oO $1).00 $!I!I9J1(! S~.OO $0.00 Sl.Ol19.OI: SI.s4Q.OO $100.01: S3D!J-"l :50.00 $19.699.97 $17.873.84 $360.00 $0.00 $37~933.81 AlI_rIaaIuIIlIp BIIlI_k,.laak _'*" '.r_)'eaT. A FJN"ANCB CIIA.llGE OF 1.5%..... _th .....I1e-..l DO 1111-.-"" ._nto............. AJliNVALPDlCDTAGa RATE .111%.........,.. ....-IY III CIll1Iect. ES'J'IMAT1l8AU ONLY GOOD 'ORJODAYS. . LEONARD G. "GEOFF" WOOD, P.E. 4034 THE FENWAY MULBERRY, FL 33860 (863)646-5517 Date: 05/02/07 B & H Construction Zephyrhills, FL Re: Address: 2007 Jacobsen 37124 Neukom Ave Zephyrhills, FL. Mod. #: CL3 5571 W Lot #: 303-304 Dear Sirs, This letter is to certify that I have reviewed the above referenced structure to determine the structural adequacy of the existing structure to receive the attached structure. The proposed structure is roughly a 12x14 Raised Screen Room, a 10x12 Shed, a12x14 Exercise Room a 24x25 Garage, a 10x10 Raised Front Porch and a 24x41 Driveway. The existing mobile home, has been considered and is adequate as a host structure, with the blocking and anchoring at 5'4". Based upon review and acceptance of other structure to home per manufacturers requirements. As always, should you have any questions, please feel free to call me at any time. SZ;/tk/ Leonard G. Wood 4034 The Fenway Mulberry, FL 33860 IJ.J ~ ~, ~ ,~ ~~ ~.~ ~ ) ~ ~ '" .~ '" ''-J ~ ~ '~~~.~ " <;z V) ~G ALL WORK. SHALL em;r,:-Y WITH ALL PREVAILl1'lG CODE \:LORlDA BUILDn-;3 CODE, NAT10N/\l r:u,CTR:C CODE AN:"l ClTY OF ZEPHYRtiiLLS V\.D1NANCES h... ~ l.u ~ ~~ '^ 'it' 11J "A. ~ ~ ::r ~J'.. '- ~ c-..... ... r~ ~ :J ::s t' -s>~~ "'_~ \..00\ :;, '-'\. ~" "'" " .~ "<'\ "-"\ ,~ \--; \:: .'" .~:, -- ~ ~ & t ~... .,~ ,t , t-~ ::)-- "" """- ~ ~ G 't ~ "'-.j :, '-' <c '" ,~ t,) '" "" "" ~~-* ~< '-. 1'1\ 0' ~ \. "- .<t> 'J 0- " <r'(' ~ " '..) ~1 ~ ~ ~ "'t -1 ) ~ "l!. 'l ~ " ''.J <:S }- ." ..... << .:r- ~ '::l- ~ 0-. 'J.. .~ ~ ~ 1:: (4) '" <t ... 1.0 '0 .;: . ::., .... "" ~ '" '" "'- ~ '<J -- >~~~ I- ~ ~ '.... '"" ,~ - - ~ i w '" a.. ~<D 8~~ :1:~ii ~~ ~ ~;:r;~ 0>'" " ~...::;; r /() l r ~ IIIII~ f .............. .............. ................ .... iJ , - I I r I - 25' r= I 1/ 1/ / V V ~I I 1/1 I I j/Y IT 3 ')- irJ 'x ;or2~ /A-1U5 SEe ;01.3 >1< I I I I'll, I 1 ....... .............. .................. ....... 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The minimwn Width offootings shall be 12 inches (305 mm) Footings in areas with expansive soils shall be designed In accordance with the provisions of Section 1805.8. 1805.4.11.1 Design loads, Footings shalJ be designed for the most unfavorable effects due to the combinations of loads specified in Section 1605.3. The dead load shall in- clued the weight of foundations" footings and overlying fill. Reduced live loads, as specifted in Section 1607,9. Are permitted to be used in designing footings. 1805.4, 12 Vibratory loads. Where machinery opera- tions or other vibrations are transmitted through the foundation, consideration shall be &iven in the footing design to prevent detrimental disturbances of the soil. 1805.4.2 Concrete footings. The design, materials and c0n- struction of coocrete footings shall comply with Sections 1805.42.1 through 1805.42.6 and the provisions of Chap- tcr lSOS.4.2. Ex.ceptioo: Where a specific design is not provided, coo- Crete footings supporting walls of Iight.frame construc- tion are permitted to be designed in accordance with Table 1805.4.2 1805.4.2.1 Concrete strength. Concrete in footings Shall have a specified compressive strength (fc) ofoot Less than 2,500 pounds per square inch (PSi)(17 237 kPa) At 28 days. 1805.422 Reserved. SOILS AND FOUNDAAnONS ] 805.4.2.3 Pain concrete footings. The ed8e thickness Of plain coocrete footings supporting walls of other than Light-frame construction shall not be less that 8 inches (203 mm) where placed on soil. Exception: For plain concrete footings supporting Group R-3 occupancies. the edge thiclmess is permit- ted to be 6 inches (152 mm),provided that the footing Does not extend beyond a distance greater that the Thickness of the footing 011 either side of the supported Wall. 1805.4.2.4 Placement of concrete. Concrete footings ShalJ DOt be placed through water unless a tremie or other method approved by the building official is used, Wherc placed under or in the presence of water" the concrete shall be deposited by approved me8IIS to ensure mini- mwn segregation of the mix and negligible turbulence of the water, 1805.4.2.5 Protection of concrete. Concrete footings shall be protected from freezing during depositing and for 8 period of not Jess than five days thereafter. Water shall Not be allowed to flow through the deposited concrete. 1805.4.2.6 Forming of concrete. Concrete footings are permitted to be east against the earth where, in the opin- ion of the building official, soil conditions do not require forming. Where forming is required, it shall be In accor- dance with Chapter 6 of ACI 318, 1805.4.3 Masoruy-wtit footings. The design, materials and construction of masonry-unit footings shall comply with Sections 1805.4.3.1 and 1805.4.3.2, and the provisions Of Chapter 21. Exceptioo: Where a specific design is oot provided, ma- sonry-unit footings supporting walls of light-frame coo- Struction are permitted to b designed in 8CCOldance with Table lBOS.4.2. 1805.4.3.1 DimczWoos, Masoory-unit footing shall be laid in Type M or S mortar complying with Section TABLE 1805.4,2 FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCfl0Nab.c.d WIDTH OF nnCKNESS OF NUMBER OF FLOORS FOOTINGS FOOTING SUPPORTED BY TIlE FOOTINGS. (inches) (inches ) 1 12 6 2 15 6 3 18 8 For SI: I inch = 25.4 mm, I foot = 304,8 mm. a. Depth offootings sba1J be in accordance with Section 1805.2. b. The ground UDder the 11001 is permitted to be excavated to the elevation of the top of the footing. c. Interior-ltud-beariog walls are permitted to be supported by isolated footings. The footing width and length shall be twice the width shown in this table, and footings shall be spaced not more than 6 Feet on center. d. For thickness offoundation walls, see Section 1805.5. c. Footings are permitted to support a roof in addition to the stipulated number oftloors, Footings supporting roof only Shall be as required for supporting ooe floor. f. Plain cooaete footings for Group R-3 occupancies are permitted to be 6 inches thick..