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HomeMy WebLinkAbout02-1245 BUILDING PERMIT CITY OF ZEPHYRHILlS Permit N2 1245 (813) 780-0020 Date ~CJ -d '9 rtf/ a- BUILDING ELECTRICAL PLUMBING MECHANICAL Sewer Conn Property Owner: Job Address: Parcel I. D. , Zoning: Description of Work If:;f/'f4 sG* Water Conn: Water Meter: T.I.F.'s: Energy Code: Radon Gas: CJ DSe 1 ~ ~~ fJiYt ~~6 0 NO OCCUPANCY BEFORE C.O. FINAL 2~2 (j3 DATE Complete Plans, Specifications and Fee Must Accompany Application. C.O. All work shall be performed in accordance with City Codes and Ordinances. DATE Inspector Valuation or Contract Price 75-0 p.-D . )<1>~'~;t Fee Vi{-Pt~ ~Ignature a Company Address City License Registration # State Certified License# plePhone# (8-13) 78' ~ - J3 .y1' ()WN/V Ftr. Tp. Servo Pre SLB Rough In Lintel Meter Can FRM. /O~ Ig-o~ /2l'f /I-T~onst. Pole Insul. CL Pool WL Pre-Meter Final SLB Tub Set Water Sewer Final Breakers Ducts Insl. Com pre Final L BUILDING PLUMBING Driveway REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of twenty-five and 00/100 Dollars ($25.00) shall be made for each trip for each trade: a. Wrong Address b. Condemned work resulting from faulty construction. C. Repairs or corrections not made when inspection 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. The payment of inspection fees shall be made before any further permits will be issued to the person owning same. OWNER' S N~E ~ O'o'-o~ ~\~(OJClQ. ~ ~v-~~ \ '"' ~ I JOB SITE ADDRESS ~~ \,-\""::> s--t.h. f\ ~e. . CITY OF ZEPHYRHILLS PERMIT APPLICATION BUILDING DEPARTMENT 5335 8th STREET ZEPHYRHILLS, PL 33540 Phone:813-780-0020 Pax:813-780-0021 DATB RECBIVED PLANS REVIEW PBB ' l,,,;~~;,,PHONE CO~c:; ~:~~:~ ,;)~;1 f- b.:1- \ SUBDIVISION "'Le..~"'~, \\ Il.. \~ 'n\<:> LEGAL DESCRIPTION: LOT(S) \~ BLOCK PARCEL ID # \ d. - .~ lo - ;} \ - DO '3 b D ~ \ (:) D _ 0 \""30 (OBTAIN FROM PROPERTY TAX NOTICE) WORK PROPSED: DNEW CONSTRUCTION 0 ADDITION ~TERATION 0 REPAIR 0 INSTALL DSIGN o MOVE o DEMOLISH PROPOSED USE: DSGL FAMILY DWELLING DMULTI-FAMILY 0# OF UNITS o MOBILE HOME ~THER o COMMERCIAL o INDUSTRIAL o SWIMMING POOL c:J RESTAURANT & HEALTH DEPARTMENT APPROVAL DESCRIPTION OF WORK ,Q..\o";)€- \f'I t.s>-,~e..\- ~t:>" ~\-Q""'~e.. BUILDING SIZE SQUARE FOOTAGE HEIGHT RESIDENTIAL: COMMERCIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. g'tUILDING $ '150 . Q...2. VALUATION OF & ( 1 ) SET' ENERGY F6RMS'~ ro.",,, I b;J- \ PERMITS RE o ELECTRICAL AMP SERVICE o FLORIDA POWER o W.R.E.C. o PLUMBING o MECHANICAL $ VALUATION OF MECHANCIAL INSTALLATION o GAS o ROOFING o SPECIALTY o OTHER TYPE OF CONSTRUCTION: 0 BLOCK [B"'FRAME o STEEL o OTHER FINISHED FLOOR ELEVATIONS IS PROJECT IN FLOOD ZONE AREAO YES [!('NO BU<LDBR ill 1Q SIGNATURE' ~, ,~ COMPANY O~,..., { R~~",+ STATE CERT OR REGIST # CITY PROCESSING # ****************************************************************** BLBCTRICIAN COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE ****************************************************************** PLUMBBR COMPANY STATE CERT OR REG 1ST # CITY PROCESSING # SIGNATURE MECHANICAL ****************************************************************** COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE ***************************************************************** OTHBR COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE ***************************************************************** ^~ I ,.,..~J.... CONDITIONS OF PERMIT AFFIDAVIT A.. NOTICE OF DEED RESTRICTIONS The undersigned understands that this permit may be subject to "deed restrictions" which ,'may be more restrictive than City regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the City of Zephyrhills Building Department, 813-788-6611. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "Contractor Sections" of this application for which they will be responsible. If you, as the owner signs as the contractor, you are indicating that you, rather than the contractor, are responsible for the work. If the contractor wishes you to sign as contractor that may be an indication that he is not properly licensed and is not entitled to permitting privileges in the City of Zephyrhills. C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES D. CONSTRUCTUION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED) I certify that I, the applicant, have been provided with a copy of "Florida's Construction lien Law - Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other that the "owner", I cerify 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. E. CONTRACTOR' S/OWNER' S AFFIDAVIT I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning, and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other governmental 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 Regulation-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment *Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses *Army Corps of Engineers-Seawalls, Docks, Navigable Waterways *Department of Health & Rehabilitative Services, Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks *U.S. Environmental Protection Agency-Asbestos abatement I also certify that, if fill material is to be used in Flood Zone "A" or "A,etc.", it is understood that a drainage plan addressing a "?ompensating volume" will be submitted which is prepared by a professional engineer registered in the State of Florida prior to permit issuance. 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 code. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of issuance, or if work authorized by the permit is suspended or abandoned for a period of six months after the time the work is commenced. One 90 day extension of time may be allowed for the permit with fee charge of $15.00. The extension shall be requested . in writing to the Building Official. An approved inspection must be logged during each six month period, or the project will be considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. JOBS UNDER ~AL;: ~E~D TO RECORD AND POST A "NOTICE OF COMMENCEMENT". SIGNATURE: OWNER OR AGENT SIGNATURE: CONTRACTOR STATE OF FLORIDA 8 COUNTY OF Q..,S c...l.> The foregoing instrument was acknowledged Beforer91e this ;l3 day ~f m~ ' l!S~ j... by~ b't"Y' t'-~ri?f I Y\. (name of person acknowledged) Glwho is personally known to me, or STATE OF FLORIDA COUNTY OF The foregoing instrument was Before me this _____day of by acknowledged 19 (name of person acknowledged) [1ho is personally known to me, or o who has produced (type of identification) and whoO did Odid not take an oath. ~~K.~ Sig ure of person taking acknowledgement Signature of person taking acknowledgment J ~e.. t k B LCt..-c..l<-wc... il Name typed, printed or Name typed, printed or stamped A.t-~~P~ ~/4'i; JANET Ie. BLACKWELL State 01 FIoItda .., Comm. Exp. Sept. 18,2004 Comm. # CC 963242 , . : ,( (~()fp S~f;l9)-t?~ .(C~ \...-:--- - ..~ '--'-,- " . , ~NbJL ') l- . .-. , " "3'i /<1-) 5-~ /1V. '. .., ".' .. ,. , S1orU\(Si,l):uu ry f\J.f-A- .- " f, I .. , '. f4 C. A!!!!7' ~ ~ .- . ... CIlu... --- $ au-___l--l!f( .. S - .. - YJlUMD:. s . . I -- . 3?,)0 s .- .. . s .. s.. cor 77 J J - D ) .. t Tl~"S4.. I. S2307.1 Si~~s on concrete or masonry foundations S2307.1.1 Sills on continuous concrete or masonry foundations shall not be less than 2 inches nominal thickness and shall be anchored thereto by minimum 1/2-inch (12.7 rom) diameter bolts spaced not more than 6 ft (1219 rom) on center and embedded a minimum of 7 inches (178 rom) into the concrete or masonry. ALL WORKSHALLCOAfrLYWITIfALL PREV AlLINOCODES,FWRlDABURDIN'G CODE, NATIONAL ELECI'.RICCODEAND CJTY OFZEPHY1Um.J..S ORDINANCES S2304.2.5 Clearance between wood siding and earth on the exterior of a building shall be not less than 6 inches (152 rom) except where siding, sheathing and wall framing are of approved preservative-treated wood or approved naturally durable wood. S2308.1.3 Heights listed in S2308.1.1 are distances between points of L horizontal lateral support placed perpendicular to the plane of the wall. f1Heights may be increased where justified by analysis. \'~ ~ ""'S2308.1. 4 Where floor trusses, floor joists or roof trusses are spaced m '- more than 16 inches (406 mm) on center and the bearing studs are spaced ~ ' 24 inches (610 mm) on center, such joists or trusses shall bear within 5 ~!\~ inches (127 mm) of the studs beneath. <0. a: ~ UJ '!..i1N ~ ~;:: W C!J z wB to: -, ~i ~~~C/) E~~~ ~crJ8l?; ~~u~ ;@~o j~~1 ~Ni M~~!s ~~~6 SECTION 2308 VERTICAL FRAMING S2308.1 Exterior wall framinq S2308.1.1 Studs in one and two story buildings shall be not less than 2x4 with the wide face perpendicular to the wall. In three story buildings, studs in the first story shall be not less than 3x4 or 2x6. Studs shall be spaced in accordance with Table 2308.1A. TABLE 2308. 1A MAXIMUM STUD SPACING LATERAL SUPPORTING I SUPPORTING I SUPPORTING I UNSUPPORTED 1 ROOF AND 11 FLOOR, ROOF 12 FLOORS, ROOF I STUD I STUD HEIGHT I CEILING ONLY I AND CEILING I AND CEILING SIZE I (ft) I (in.) I (in.) I (in.) 2x4 10 24 16 - 3x4 10 24 24 16 2x5 10 24 24 - 2x6 10 24 24 16 For SI: 1 inch = 25.4 mm, 1 ft = 0.305 m. S2308.1.2 Utility grade studs shall not be spaced more than 16 inches (406 mm) on center, support not more than a roof and ceiling and not exceed 8 ft (2438 mm) in height for exterior load bearing walls. TABLE 2308. 1B ALLOWABLE SPANS FOR WOOD STRUCTURAL PANEL WALL SHEATHING{ 1, 2 } PANEL SPAN RATING PANEL THICltNESS (IN.) AND CONSTRUCTION MAXIMUM STUD SPACING (IN.) WITH EXTERIOR COVERING NAILED TO: STUD SHEATHING I 12/0, 16/0, 20/0 5/16 16 163 or Wall-16 oc 24/0, 24/16, 32/16 3/8, 7/16, 15/32, 24 244 or Wall-24 oc 1/2 For SI: 1 inch 25.4 mm. NOTES: 1. When wood structural panel sheathing is used, diagonal wall bracing shall not be required. 2. Blocking of horizontal joints shall not be required. 3. Plywood sheathing 3/8-inch thick or less shall be applied with long dimension across studs. 4. 3-ply plywood panels shall be applied with long dimension across studs. Exceptions: 1. The top plates are two 2x6 or two 3x4 members. 2. A third top plate is installed. 3. Solid blocking equal in size to the studs is installed to reinforce the double top plate. S2308.1.5 Studs shall be capped with double top plates installed to provide overlapping at corners and at intersections with bearing partitions. End joints in double top plates shall be offset at least 24 inches (610 rom). In lieu of double top plates, a continuous header may be used. EXCEPTION: A single 2x6 top plate installed in 2x6 bearing and exterior walls provided the plate is adequately tied at joints, corners and intersecting walls by at least the equivalent of 3x6xO.036-inch (76x152xO.91 rom) thick galvanized steel nailed to each wall or segment of wall by three 8d nails or equivalent, provided the rafters or joists are centered over the studs with a tolerance of no more than 1 inch (25.4 rom). Top plates may be omitted over lintels which are adequately tied to adjacent wall sections as previously described or with lx4xl2- inch (305 rom) wood members splice nailed to each wall section by three 8d nails or equivalent. TABLE 2308.1C ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHING { 1 } STUD SPACING (IN.) GRADE THICmESS (IN. ) SIDING NAILED TO STUDS SHEATHING UNDER COVERINGS SPECIFIED IN SI403.6.3 AND S1403.7 M-S Exterior Glue 3/8 1/2 16 16 16 For SI: 1 inch 25.4 rom. NOTES: 1. Not exposed to the weather. Long dimension parallel or perpendicular to studs. TABLE 2308.1D PLYWOOD EXTERIOR WALL COVERINGS {1} WALL COVERING PLYWOOD { 2 } THIClmESS (IN. ) n I / I NAIL I ISIZEI NAIL TYPE I I /PANELI I EDGES I I (IN.) I NAIL SPACING ON SUPPORTS INTERMEDIATE (IN. ) Panel Siding{4} 3/8, 1/2 6d Noncorrosive, 6 12 on each stud 5/8 & thicker 8d box or casing 6 12 on each stud nails Lap Siding 1/2 thick 6d Noncorrosive, 8{5} One nail per (over or less 8d box or casing stud on widths nailable thicker than nails 12 or less, 8 sheathing) 1/2 inches on center for widths greater than 12 303 Specialty 11/32, 15/32, 6d Noncorrosive, 6{3} 12 on each stud Sidings 19/32 & 8d box or casing 6{3} 12 on each stud thicker nails Texture 1-11{4} 19/32 8d Noncorrosive, 6 12 on each stud box or casing nails For SI: 1 inch 25.4 mm. NOTES: 1. Panel thickness shall be not less than 3/8-inch nominal except for "303 Specialty Siding" panels which are grooved, striated, brushed or have other surface texture. Average thickness of "303 Specialty Siding" panels after texturing shall be not less than 5/16-inch. Nailing of plywood shall be as indicated. 2. Minimum edge distance of 3/8-inch. 3. Special requirement: Nails on ship-lap edges 3/8-inch from exposed edge and slant driven toward it; do not set. 4. In direct-to-stud applications 4- and 5-ply panels of 15/32-inch nominal thickness or more may be used over studs 24 inch o.c. if texturing does not penetrate through the face veneer. Other panels shall be used with face grain vertical on studs spaced 16-inches o.c. or with face grain horizontal on studs spaced 24-inches o.c. Five-ply panels having a nominal thickness of 19/32-inch or more, grooves no wider than 1-1/2-inch and space no closer than 12-inches o.c. may also be applied direct to studs spaced 24-inches o.c. 5. Along bottom edge. S230e.l.6 Studs shall have full bearing on a plate or sill of not less than 2 inch nominal thickness and having a width at least equal to the width of the studs. S230e.2 Bracing of exterior stud walls S2308.2.1 Corner bracing. Not less than three studs shall be installed at every corner of an exterior wall, except that a third stud may be omitted through the use of continuous wood spacer or backup cleat of 3/8- inch (9.5 mm) thick wood structural panel, I-inch thick lumber or other approved devices which will serve as an adequate backing for the attachment of facing materials. EXCZPTION: Where fire resistance or shear loads apply, wood spacers, backup cleats or other devices shall not be used unless specifically approved. S230&.2.2 Wall bracing. Where structural analysis is not required, according to ~2301.1.2, all exterior walls shall be in accordance with Table 2308.2.2A. S2308:~~2.1 Sheathing. Structural sheathing shall be installed in accordance with the provisions of Table 2308.2.2B when acting as wall bracing. To be considered effective as bracing, the sheathing shall be at least 48 inches (1219 mm) in width covering three 16-inch (406 mm) stud spaces or two 24-inch (610 mm) stud spaces and wall studs according to Table 2306.1. All vertical sheathing shall occur over studs and all horizontal over blocking at least equal in size to the studs. connection with sheathing used for bracing shall be inch nominal thickness. be fastened to the joints of panel joints shall occur All framing in not less than 2- S2308.2.2.2 Wood boards. Wood boards shall be installed in accordance with the provisions of Table 2308.2.2B when acting as wall bracing. To be considered effective as bracing, the wood boards shall be installed diagonally to the studs and shall cover three 16-inch stud spaces or two 24-inch stud spaces and be fastened in accordance with Table 2306.1. All framing in connection with wood boards used for bracing shall be not less than 2-inch nominal thickness. TABLE 2308.2.2A WALL BRACING BRACING STORY LOCATION TYPE OF BRACING BRACING LOCATION Each story lx4 let-in Located at each diagonal corner and at every bracing or in 25 ft (7620 mm) accordance with of each Table 2308.2.2B exterior wall. For SI: 1 ft 0.305 m. TABLE 2308.2.2B MINIMUM THICRNESS OF WALL SHEATHING SHEATHING MINIMUM TYPE THICmESS (IN. ) MAXIMUM STUD SPACING (IN. ) Wood boards 5/8 24 Fiberboard 7/16 16 Wood structural panel According to Table 2308.1B M-S exterior glue particleboard According to Table 2308.1e Gypsum sheathing 1/2 16 Gypsum wallboard 1/2 24 Reinforced cement mortar 1 24 For SI: 1 inch = 25.4 mm. S2308.2.3 ~ternate braced wall panels. Any braced wall panel required by ~2308.2.2 may be replaced by an alternate braced wall panel constructed in accordance with the following: 1. In one-story buildings, each panel shall have a length of not less than 2 ft 8 in. (813 mm) and a height of not more than 10 ft (3048 mm). Each panel shall be sheathed one face with 3/8-inch minimum thickness (9.5 mm) wood structural panel sheathing nailed with 8d common or galvanized box nails in accordance with Table 2308.10 and blocked at all panel edges. Two anchor bolts installed in accordance with ~2307.1.1 shall be provided in each panel. Anchor bolts shall be placed at panel quarter points. Each panel end stud shall have a tie-down device fastened to the foundation, capable of providing uplift capacity of not less than 1,800 pounds (816.5 kg). The tie-down device shall be installed in accordance with the manufacturer's recommendations. The panels shall be supported directly on a foundation or on floor framing supported directly on a foundation which is continuous across the entire length of the braced wall line. This foundation shall be reinforced with not less than one No. 4 bar top and bottom. 2. In the first story of two-story buildings, each braced wall panel shall be in accordance with ~2308.2.3 Item 1, except that the wood structural panel sheathing shall be provided on both faces, three anchor bolts shall be placed at panel quarter points, and tie-down device uplift capacity shall not be less than 3,000 pounds (1360.8 kg) . 2308.2.4 Fiberboard sheathing 52308.2.4.1 Wood stud walls sheathed with fiberboard sheathing are permitted to resist horizontal loads provided they comply with Table 2308.2.4. Fiberboard shear walls shall not be used to resist horizontal loads from concrete or masonry walls. 52308.2.4.2 Framing. 4x8 ft (1219x2438 mm) fiberboard sheathing shall be applied vertically to wood studs not less than 2-inch nominal thickness spaced not more than 16 inches (406 mm) on center for regular fiberboard and 24 inches (609 mm) on center for structural fiberboard. 52308.2.4.3 Fastening. Fastening shall be in accordance with Table 2308.2.4. Fasteners shall be spaced not less than 3/8 inch (9.5 mm) from edges and ends of sheathing. TABLE 2308.2.4 ALLOWABLE WORKING STRESS SHEARS FOR wnm OR SEJ:SMJ:C FORCES ON VERTJ:CAL SHEAR WALLS OF FJ:BERBOARD SHEATHJ:NG BOARD THJ:CImESS AND GRADE FASTENER TYPE{1,2} SHEAR FOR 3-J:NCH NAJ:L SPACING AROUND PERDa:TER AND 6-J:NCH AT J:N'lERMBDJ:ATE STUDS (LB/FT OF WALL) 1/2 inch 6d common nail or Regular 11 ga. galv. roofing nail, 1-1/2" 125 long, 7/16" head 1/2 inch 8d common nail or 11 ga. Structural galv. roofing nail, 1-1/2" 175 long, 7/16" head 25/32 inch 8d common nail or Structural 11 ga. galv. roofing nail, 1-3/4" 175 long, 7/16" head For SI: 1 inch = 25.4 mm, 1 ft = 0.305 m, 1 plf = 14.5939 N/m. NOTES: 1. Walls shall be constructed with blocking to support all panel edges. 2. Fasteners shall be permitted to be 16 ga. galvanized staples 1-1/8" long for 1/2" sheathing and 1-1/2" long for 23/32" sheathing. S2308.3 Openinqs in exterior wa11s S2308.3.1 Headers shall be provided over each opening in exterior bearing walls. The spans in Table 2308.3A through Table 2308.3C may be used for one-and two-family residences. Headers for other buildings shall be designed in accordance with ~2301.2 or ~2301.3.1. Headers may be of two pieces of nominal 2-inch framing lumber set on edge and nailed together or may be of solid lumber of equivalent size. S2308.3.2 Wall studs shall support the ends of the header in accordance with Table 2308.3A, Table 2308.3B, and Table 2308.3C. TABLE 2308.3A HEADER SPANS {1} FOR EXTERIOR BEARING WALLS (MAXIMUM HEADER SPANS FOR DOUGLAS FIR-LARCH, HEM-FIR, SOUTHERN PINE, AND SPROCE-PINE-FIR{2} AND REQUIRED NUMBER OF JACK STUDS) Buildinq Width{3} (ft) 20 28 36 I Headers Supportinq: I Size Span NJ Span NJ Span NJ Roof, Ceiling{4} 2-2x4 3-6 1 3-2 1 2-10 1 2-2x6 5-5 1 4-8 1 4-2 1 2-2x8 6-10 1 5-11 2 5-4 2 2-2xl0 8-5 2 7-3 2 6-6 2 2-2x12 9-9 2 8-5 2 7-6 2 3-2x8 8-4 1 7-5 1 6-8 1 3-2xl0 10-6 1 9-1 2 8-2 2 3-2x12 12-2 2 10-7 2 9-5 2 4-2x8 9-2 1 8-4 1 7-6 1 4-2xl0 11-8 1 10-6 1 9-5 2 4-2x12 14-1 1 12-2 2 10-11 2 NOTES: NJ - Number of jack studs required to support each end. Where the number of required jack studs equals 1, the header may be supported by a framing anchor attached to the full-height wall stud. 1. Spans are given in feet and inches (ft-in). 2. Tabulated values assume #2 Grade lumber. 3. Building width is measured perpendicular to the ridge. For widths between those shown, spans may be interpolated. 4. Maximum loads: Roof dead load of 20 psf and live load of 20 psf, floor dead load of 10 psf and live load of 40 psf, and wall dead load of 11 psf. . TABLE 2308.38 HEAD. S~.{ 1 }POR EXTERIOR BEARING WALLS (MAXIMUM HEADER SPANS FOR DOUGLAS FIR-LARCH, HEM-FIR, SOUTHElm PINE, AND SPRUCE-PlNE-FIR{2} AND REQUIRED NUMBER OF JACK STUDS) Building Width{3} (ft) 20 28 36 I Headers Supporting: I Size Span NJ Span NJ Span NJ Roof, Ceiling 2-2x4 3-1 1 2-9 1 2-5 1 & 1 Center- bearing Floor{4} 2-2x6 4-6 1 4-0 1 3-7 1 2-2x8 5-9 2 5-0 2 4-6 2 2-2x10 7-0 2 6-2 2 5-6 2 2-2x12 8-1 2 7-1 2 6-5 2 3-2x8 7-2 1 6-3 2 5-8 2 3-2x10 8-9 2 7-8 2 6-11 2 3-2x12 10-2 2 8-11 2 8-0 2 4-2x8 8-1 1 7-3 1 6-7 1 4-2x10 10-1 1 8-10 2 8-0 2 4-2x12 11-9 2 10-3 2 9-3 2 Roof, Ceiling 2-2x4 2-8 1 2-4 1 2-1 1 & 1 Clear Span Floor{4} 2-2x6 3-11 1 3-5 2 3-0 2 2-2x8 5-0 2 4-4 2 3-10 2 2-2x10 6-1 2 5-3 2 4-8 2 2-2x12 7-1 2 6-1 3 5-5 3 3-2x8 6-3 2 5-5 2 4-10 2 3-2x10 7-7 2 6-7 2 5-11 2 3-2x12 8-10 2 7-8 2 6-10 2 4-2x8 7-2 1 6-3 2 5-7 2 4-2x10 8-9 2 7-7 2 6-10 2 4-2x12 10-2 2 8-10 2 7-11 2 NOTES: NJ - Number of jack studs required to support each end. Where the number of required jack studs equals 1, the header may be supported by a framing anchor attached to the full-height wall stud. 1. Spans are given in feet and inches (ft-in). 2. Tabulated values assume #2 Grade lumber. 3. Building width is measured perpendicular to the ridge. For widths between those shown, spans may be interpolated. 4. Maximum loads: Roof dead load of 20 psf and live load of 20 psf, floor dead load of 10 psf and live load of 40 psf, and wall dead load of 11 psf. TABLE 2308.3C HEADER SPANS {1} FOR EXTERIOR BEARING WALLS (MAXIMUM HEADER SPANS FOR DOUGLAS FIR-LARCH, HEM-FIR, SOUTHERN PINE, AND SPRUCE-PINE-FIR{2} AND REQUIRED NUMBER OF JACK STUDS) Bui1dinq Wi.dth{3} (ft) 20 28 36 I Headers Supportinq: I Si.ze Span NJ Span NJ Span NJ Roof, Ceiling 2-2x4 2-7 1 2-3 1 2-0 1 & 2 Center- Bearing Floors{4} 2-2x6 3-9 2 3-3 2 2-11 2 2-2x8 4-9 2 4-2 2 3-9 2 2-2x10 5-9 2 5-1 2 4-7 3 2-2x12 6-8 2 5-10 3 5-3 3 3-2x8 5-11 2 5-2 2 4-8 2 3-2xl0 7-3 2 6-4 2 5-8 2 3-2x12 8-5 2 7-4 2 6-7 2 4-2x8 6-10 1 6-0 2 5-5 2 4-2xl0 8-4 2 7-4 2 6-7 2 4-2x12 9-8 2 8-6 2 7-8 2 Roof, Ceiling 2-2x4 2-1 1 1-8 1 1-6 2 & 2 Clear Span Floors{4} 2-2x6 3-1 2 2-8 2 2-4 2 2-2x8 3-10 2 3-4 2 3-0 3 2-2xl0 4-9 2 4-1 3 3-8 3 2-2x12 5-6 3 4-9 3 4-3 3 3-2x8 4-10 2 4-2 2 3-9 2 3-2xl0 5-11 2 5-1 2 4-7 3 3-2x12 6-10 2 5-11 3 5-4 3 4-2x8 5-7 2 4-10 2 4-4 2 4-2xl0 6-10 2 5-11 2 5-3 2 4-2x12 7-11 2 6-10 2 6-2 3 NOTIIS : NJ - Number of jack studs required to support each end. Where the number of required jack studs equals 1, the header may be supported by a framing anchor attached to the full-height wall stud. 1. Spans are given in feet and inches (ft-in). 2. Tabulated values assume #2 Grade lumber. 3. Building width is measured perpendicular to the ridge. For widths between those shown, spans may be interpolated. 4. Maximum loads: Roof dead load of 20 psf and live load of 20 psf, floor dead load of 10 psf and live load of 40 psf, and wall dead load of 11 psf. S2308.4 Post and beam framing S2308.4.1 Where post and beam framing is used in lieu of stud and joist construction, the posts shall be located to support the beams above and shall be designed in accordance with S2301.2 or S2301.3.1. S2308.4.2 Intermediate framing shall be attached to the posts and braced in the manner specified in S2306.2. S2308.5 Interior bearing partitions S2308.5.1 The provisions of S2308.1.1, S2308.1.2, S2308.1.3 and S2308.1.4 shall apply to interior bearing partitions supporting more than a ceiling under an attic with no storage. S2308.5.2 Studs supporting a ceiling under an attic with no storage shall be installed with the wide face perpendicular to the partition and spaced not more than 24 inches (610 mm) o.c. S2308.5.3 Headers shall be provided over each opening in interior bearing partitions as required in S2308.3. The spans in Table 2308.5 may be used for one- and two-family dwellings. Wall studs shall support the ends of the header in accordance with Table 2308.5. S2308.5.4 Studs shall be capped with double top plates installed to provide overlapping at corners and at intersections with exterior walls. End joints in double top plates shall be offset at least 24 inches (610 mm). For platform frame construction, studs shall rest on a single bottom plate. EXCEPTION: A single top plate may be installed in accordance with S2308.1.5. S2308.6 Interior nonbearing partitions S2308.6.1 Framing for nonbearing partitions shall be of adequate size and spacing to support the finish applied thereto in accordance with the manufacturer's recommendations. In nonbearing walls and partitions, studs may be spaced not more than 28 inch (711 mm) o.c. and may be set with the long dimension parallel to the wall. S2308.6.2 Openings in the nonbearing partitions may be framed with single studs and headers. S2308.7 Cutting, notching and bored holes S2308.7.1 In exterior walls and bearing partitions, any wood stud may be cut or notched to a depth not exceeding 25% of its width. Cutting or notching of studs to a depth not greater than 40% of the width of the stud is permitted in nonbearing partitions supporting no loads other than the weight of the partition. S2308.7.2 A hole not greater in diameter than 40% of the stud width may be bored in any wood stud. Bored holes not greater than 60% of the wiath of the stud are permitted in nonbearing partitions or in any wall where each bored stud is doubled, provided not more than two successive double studs are bored. S2308.7.3 In no case shall the edge of the bored hole be nearer than 5/8 inch (15.8 rom) to the edge of the stud. Bored holes shall not be located at the same section of stud as a cut or notch. TABLE 2308.5 . ~ ~t- \J) . !5~~ Notary PublIc. Gwlnnett County, GA My CommissIOn expires Sept. 2, 2003 51 \C\\ c:L, ........ 4-< o Q) 01) ro 0... .....~ lfl .... ;z: ,~ ..... ro E (!) .s:: u lfl (!) .s:: ..... c o .:::t:. U o I-< I Q) (!) m 'C;:; .0 I-< :J 0.. 0 0.. 0 ~ € Q) 0.. o I-< 0... o U o <) m ro 0... <) .~ 8 Q) ...c: <) r:/1 01) l:: :.a ........ 'S a:l c o ..... ..... :J .0 C o :j:j u ro (!) .s:: ..... c o .:::t:. .~ U C (!) .s:: ..... If~l ~ r.~ ~.:t -Q. 1}~ ~~1ii_~ z Ul ..-i ..-i "" )l 'x y!': l' CJ ~'..,l ." 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