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HomeMy WebLinkAbout1936 KELLOGG AVE; ; CB101038; Permit', ft • .. h(• City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 11-30-2010 Miscellaneous Permit Permit No: CB101038 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: 1936 KELLOGG AV CBAD MISC 2121700600 $0.00 Subtype: REPAIR Status: Lot#: 0 Applied: Entered By: Reference #: Plan Approved: PC#: Project Title: Applicant: SVS IMAGING -FIRE DAMAGE ROOF REPAIR ONLY LIKE FOR LIKE Issued: Inspect Area: Owner:. JERRY DODD ·. WHEELER RiCHARD T STEB 2020 HANCOCK ST 92110 619 260 0057 Miscelaneous Fee #1 Miscelaneous Fee #2 Additional Fees TOTAL PERMIT FEl;:S Total Fees: $.195.0Q 71'51 BABILONIA ST CARLSBAD cA 92009 INSPECT/PERMIT FEE Total Payments to Date: $195.00 . .,,,; Balance Due: ISSUED 06/09/2010 LSM 11/30/2010 11/30/2010 PD $195,00 $0.00 $0.00 $195.00 FINAL APPROVAL Date: S---c{-(( Clearance: ______ _ $0.00 NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code,Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Fc1,ilure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which ou have reviousl been iven a NOTICE similar to this or. as to which the statute of limitations has reviousl otherwise ex ired. ~~ /·'"~ '·«__~~ °W CITY OF CARLSBAD Building Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 760-602-2717 / 2718/ 2719 Fax: 760-602-8558 www.carlsbadca.gov SUITE#/SPACE#/UNIT# Plan Check No. (!-i:) [ Est. Value Plan Ck. Deposit Date (D CT/PROJECT# # OF UNllS # BEDROOMS #.BATHROOMS TENANT BUSINESS NAME CONSTR. lYPE OCC. GROUP 8'15:I kf,::=arw GARAGE (SF) PATIOS(SF) DECKS (SF) FIREPIACE AIR CONDITIONING FIRE SPRINKLERS YESD #_ NOD YES D NOD YES D NOD APPLICANT NAME ADDRESS CITY STATE ZIP . 'PHONE FAX STATE c.A. FAX (S·ec. 7031.5 Business and Professions Code: Any t:ii:y or County-which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to'file a signed statement tliat he is licensed pursuant to the-provisions of the Contractor's License Law !Chapter 9, commendlng with Section 7000 of Division 3 of the .Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a . civil penalty of-not more than five hundred dollars {$500)), , . Workers' Compensation Declaration: I hereby afflrm under penalty of pa/jury one qf the following declarations: Cl I have and will maintain a certificate of con.sent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. c:J I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code,.for the performance of the work for which this pennit Is issued. My workers' compensation insurance carrier and policy number are: lnsural]Ce Co·-------~-----,-'-''----~---Policy No. ______________ Expiration Date _________ _ This section need not be completed if the permit Is for one hundred dollars ($100) or less. c:J Certificate of Exemption: I certify that in the perfonnance of the work for which-this pennit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of <:aiifornia. WARNING: Failure to secure worke~· compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), In addHion to the cost of compensation, damages as provlcl~d for In Section 3706 of the Labor co<!e, Interest and attorney's fees. _A5 CONTRACTOR SIGNATURE QAGENT DATE I hereby affirm tliat I am exempt from Contractor's Uc_ense Law for the following reason: Cl I, as owner of the property or my employees with wages as their-sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law dol!S not apply to an owner of property who builds or Improves thereon, and who does such work himself or through his own employees, provided that such improvements are not Intended or offered for sale. lf,.however, the building or improvement Is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). Cl I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts fpr such projects with contractor(s) li~nsed pursuant to life.Contractor's License Law). Cl I am e_xempt under Section Business and=Professions{:ode for this reason: 1. I persoilally_pian to provide the major labor and materials for construction of the proposed property improvement. Cl Yes CJ No 2.1 {h_ave / have not) signed.an application for a building-permit for the proposed work. 3.1 have C911tracted with the following person (flnn) to provide the proposed construction (include name address/. phone/ contractors' license number): 4. I plan to provide portions of the work,.but I have hired the following person to coordinate, supervise and provide the·maj or work (include name / address I phone / contractors' license number): 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name/ address / phone / type of work): _A5 PROPERTY OWNER SIGNATURE ClAGENT DATE ,, '-" • ,, -s-',. 'J;"' '*'" %<::f0 \1,' ' , "' ' fC01YJP'LETE THIS SECTION FOR NON•RESll>ENTIAL,}!,(!fLl>Bil'f s~~,f'.M~:}l'.~'·o:!JL~ .:,•,,,,:·:,·. ' .Is the applicant or future building occupant require<l to submit a business pl~n, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 oi the Presley-Tanner Hazardous Substance Account Acf/ CJ Yes CJ No · I,', the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? CJ Yes CJ No Is the facfiltyto be constructed within 1,000 feet of the outer boundary of a school site? q Yes CJ No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. I certify that I have read the application and state that the aboYe Information is conect and that the Information on the plans is accurate. I agree to ,eomplywith all City ordinances and State laws relating to building construction. I hereby au1hotjze representative of 1he City of Carlsbad b enter upon 1he above mentbned property for inspecoon purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST Alt LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MA IN ANY.WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: AnDSHA perm ft is required b' excavations over 5'0'-deep and demolition · n of slruclures over 3 smes i1 height 'EXPIRATION: Every permit issued by 1he Building Official under 1he p • ions o 1his all expire by Imitation and become null and void if 1he buildilg or work authorized by such permit is not commenced v.i1hin 180 days 6um 1he date of such pemit a if 1he buidilg a \\Ollc a by nded.or abandoned at any time after 1he work is commenced for a period of 180 days (Section 106.4.4 Uniform Building Code). DATE l ' «~ • ~ CITY OF CARLSBAD JOB ADDRESS EXISTING USE CONTACT NAME (If D/trerent Fom Appllct,"') ADDRESS CITY PHONE EMAIL PROPERTY.OWNER NAME. ADDRESS CITY PHONE. EMAIL ARCH/DESIGNER NAME& ADDRESS Building Permit Appllcatlon 1635 Faraday Ave., Carlsbad, CA 92008 · 760-602-2717 I 2718 / 2719 Fax: 760-602-8558 www.carlsbadca.goy SUITE#/SPAC~#/UNtT# # #BA PROPOSED USE GARAGE (SF) PATIOS(SF) DECKS(SF) APPLICANT NAME ADORESS STATE ZIP CITY FAX PHONE EMAIL STATE ZIP FAX STATE UC.# Plan.Check No. Est. Value Plan Ck. Deposit •\ Date SWPP APN FIREPLACE AIR CONDITIONING FIRE SPRINKLERS YESD #_ NOD YES D NOCl YES Cl NOD STATE ZIP FAX CllY BUS. UC.# (Sec. 7031.5 Business and Professions Code: Any City or County wliich requires a permit to construct. alter, Improve, demolish or repair any structure, prior to its Issuance, a1so· r!l!lulres the applicant for such permit to flle a signed statement ttiat he is licensed pursuant to the provisions of the Contractor's Ucense Law /Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code} or that he Is exemP.t therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a pennlt subjects the applicant to a civil penalty of.not more .than five hundred dollars {$500)). . . . 'WORl<ERS' COMPENSATION I he/8by Blllnn tt,,t / 1111 tx""11 mn Coolnldor'a 1./cenN Law for the~- Cl I, as -of the property or my employ-. wilh wages• thail'lolecompnab, wll do the work and the struclln ii not lnlanded orolfered for sale (Sec. 7044, Buelraa and Professions~: TheConnclor's ~ Law does not apply lo 111 0IWMli' of property who bulldl or lmprovti thereon, ·and who does such work himself or through his 0IWl emplo)'NS, proYlded that such lrnprovemenll n not inllnded or olhnd for sale. If, howaver, the buiklng or Improvement ii sold wlllirl one y..-of complellon, the O'Mlll'-buildlrllil have theblrden of proving that he did not btild orlmpn)ve for lie p11p0111of sae~ Cl I, as -of the property, am 8lCdullYely contracllng wllh lic8l1led connclorl loconliuct the project (Sec. 7044, SUsk*I and Professions Code: The Connca's Lk:llllelaw doll not apply lo an-of property who bulldl or impnMs ~ and corn:11 for such pnijecls with C!Jllnclor(S) licensed pinuant lo the Co!lncb's Lk:ense Law). Cl I am mmpt llldlr Sectlon____Busir.a end Pror.aloni Codi for Iii 181S011: 1. I personally plan lo proYlde the major labor and mallriaa for COl1llruction of lie propoeed property lmprovemeoc C] Yes Cl No 2.1 (have / have not) stgr.i III appllcalion for a bulldlng permit for the propelled work. 3.1 haYI conlrlcled.will the folcMing person (Inn) lo proYlde V. propelled C0IIN'UCllon (Include'*"' addreia /phone/ connclors' lk:enle nurnbelj: 4.1 plan lo proYlde pcrionl of lie work, but I have hinld hi following pnon lo .coorclnale, suptl'liN end proYlde the major work Qnclude name/ addlwl /phone/ connctorl' licetwt 111111111r): 5. I wit proYlde some of the work, but I t.e conlractld (hired) the following p1110111 lo proYlde lie work lndk:aled (lncludi name/ address /phone/ type of work): AS' PROPERTY OWNER SIGJIATURE l:JAGENT DATE ,,. . ,)_ City of Carlsbad Bldg Inspection Request For: 05/03/2011 Permit# CB101038 Title: SVS IMAGING -FIRE DAMAGE ROOF Description:· REPAIR ONLY LIKE FOR LIKE Type:MISC S_ub Type: REPAIR Job Address: Suite: Location: 1936 KELLOGG AV Lot APPLICAN1" JERRY DODD Owner: WHEELER RICHARD T 0 Remarks: CAN YOU FINAL OR SHALL I SEND LETTER? Total Time: CD Description . Act Comments Inspector Assignment: PD --- Phone: 'l J Inspector.ti~ ---- Requested By: CHRISTINE Entered By: CHRISTINE 19 Final Structural J¥-~---- Comments/Notices/Holds Associated PCRs/CVs/SWPPPs Original PC# Inspection History Date Description 12/03/2010 15 Roof/Reroof Act lnsp Comments AP MC AT FIRE DAMAGED AREAS ONLY, NEED PURLIN BRACES PER S1 .2/4 eh.eek a License -Contractors State License Board Department of Consumer Affairs ~~ Contractors State L~se ·soard_ Contractor's License Detail .. License # 450531 & DISCLAIMER: A license status check provides-informatiO!l taken from the CSLB license database. Before relying on-this information, you should be aware of the following limi_tations . .. ,.,, CSLB complaint disclosure is restricted by law (B&P 7124.6) If this entity is subject to public complaint disclosure, a link for complaint disclosure will appear below. Click on !he link or button to obtain-complaint ancl/or legal action information. --!» Per=B&P 7071 17, only construction related civil judgments reported.to the CSLB are disclosed. --~> Arbitrations are not listed unless the contractor fails to comply with the terms of the arbitration . .. ~> Due to workload, there may be relevant information that has not yet been entered onto the Board's license database. License Number Business, Information Entity: issue Date Reissue Date Expire Date License-Status Additional-Status: Classifications: Bonding: Workers' Compensation: 450531 GARTHPACKARD CONSTRUCTION INC PO-BOX2223 OCEANSIDE, CA 92051 Business Phone Number:(71>0) 802-5107 Corporation 12/27/1983 11/27/2006 11/30/2012 Extract Date: 11/30/2010 This license is current and active. All information below should be reviewed. CLASS B DESCRIPTION GENERAL BUILDING CONTRACTOR CONTRACTOR'S BOND This license filed Contractor's· Bond number SC6073605 in the amount of $12,500 with the bonding company AMERICAN CONTRACTORS INDEMNITY.COMPANY. Effective Date: 03/02/2009 Contractor's Bonding History BOND OF QUALIFYIN\, INDIVIDUAL 1. The Responsible Managing Officer (RMO) PACKARD GARTH FORREST certified that he/she owns 10 percent or more of the vqting stock/equity of the corporation. A bond of qualifying individual is not required. Effective Date: 11/27/2006 ~Bonding HistO,n'. This license has workers compensation insurance with the STATE COMPENSATION INSURANCE FUND Policy Number:130141 O Effective Date: 06/13/2006 Expire Date: 06/13/2011 Workers' Com.Q..ensation History Conditions of Use I Privac_y Policy Copyright© 2010-State of California Page 1 of 1 https:/ /www2.cslb.ca.gov /OnlineServices/CheckLicenseII/LicenseDetail.aspx?LicNum=4... 11/30/2010 1--,--" .. ···-·· '-· ·------••• -• + .. .. .. == DODD AND ~TES =~JI CONSULTING ENGINEERS ~ ......... 2020 HAN~K ST, STE B SAN DIEGO, CA 92110 (619) 260-0057 FAX 260-0046 " -. STRUCTURAL CALCULATIONS FOR · ELLOGG ST FIRE REPAIR CLIENT= HAR-BRO DATE ISSUED= 06-09-10 CB10-105g . ,, ,..........__ Trus Joist• TJI® Joist HD90 and HS90 Commercial Design Guide 1060 • May 2005 3 ,, . ~ Floor Load Table 310 336 467 · ,294 . 318 34,7 366 442 279 302 325 306 348 362 371 394 417 420 420 266 288 31.0 271 33l · 3;22 .. 3_53 3J.5 397 400 400 254 161 275 295 242 316 287 337 335 358 379 382 382 • 1'12 243 14.3 263 178 283 216 .. 303 257 .323',. 3'.QO· 343 347 362 365 3.65 100 233 128 252 159 271 194 290 231 309 270 328 313 347 350 350 89 . 223 115 ·242 1'43 26.0 -1:74 278 ' 208 · 21J-7 2'44 · 3·15' 282 333 323 336 336 80 200 103 232 129 250 157 268 188 285 · 221 303 256 320 293 323 323 ?!t: :(Sf 93 224 117 241 .·g2 :258 · JiO · · 27-5 ,: .2Q.Q· •. 292 233 309 267 311 303 311 65 163 84 211 106 232 129 249 155 265 182 281 212 298 243 300 277 300 . 5·9 -148-77 ·.192 96 224 . 118 240 · }41 · :2·5.6 . 166 2.72. 194 287 222 290 253 290 54 135 70 175 88 217 107 232 129 247 152 263 177 278 204 280 232 280 49 12} 64 169 80 200 98 225 ~{8' •: ·239, . 13,9 254 162 269 187 271 213 271 45 112 58 146 73 183 90 213 108 232 128 246 149 260 172 263 197 263 4.1 ·103 54 134 67 16.8 83 .. 200 1QO. ,. 219 f.18 238 1-3.8 252 159 255 181 255 38 95 49 123 62 155 76 189 92 206 109 224 127 241 147 247 168 247 35 87 45 113 57 )4.3. . 70 . 17(? &5, . l'.9,5 ·. Jo:o· 211 111 227 136 240 1-55 240 32 81 42 105 53 132 65 162 78 184 93 200 109 215 126 230 144 233 39 97 49 122. oO . i.~b Z:3 . 1"14 . _86 1:89 101 204 117 218 134 227 36 90 45 113 56 140 67 165 80 179 94 193 109 207 124 220 33 83. 42 10,5 52 130 63 ·. 157 75 170 87 183 101 196 116 209 31 78 39 98 48 121 58 146 69 162 81 174 94 187 108 199 37 9f' 45 113 55 136 65 154 76 166 88 178 101 189 .. 34 85 42 105 51 127 61 147 71 158 83 169 95 180 32 80 39 98 ·43: 1-19 .. 57 140 67 151 77 161 89 172 30 75 3.7 92 45 112 53 133 62 144 73 154 83 164 35 86'. : ·42 . 105 . 5_0·. 125 59 138 6,8 147 78 157 32 81 39 98 47 117 55 132 64 141 74 150 General Notes • Val.ues shown are maximum allowable load capacities of the • Joist span is the clear span plus the distance to the centerline joist in po1,1nds per linear foot (plf) based on uniformly loaded conditiqns with web stiffeners, a 3" bearing length, and the deflection criteria shown in the TJI® Joist Commerdal Design Guide (Reorder #t062). I TJI® lil9cking Panel Minimum TJI~ blocking_ panel attachment:_Use 16d (3½") box nails at 6" on-center. When used for shear transfer, .nail to bearing plate with connections equivalent to decking nail schedule. TJJ® blocking panels are available from Ttu$ Joist and may be 1,1sed for: • Shear transfer. Shear transfer capacity 2,320 pounds p.er line.ar foot; nailing must be established by design. , Vertical load transfer. • General clo?ure. • Helping to prevent rollove.r during joist installation. of bearing at each end. • For span or loading conditions not covered by these tables (such as multiple spans or concentrated loads), use the TJ-Beam® soft- ware program or contact your Trus Joist representative. T JI® Blocking Panels • Values.apply to vertical load transfer in pounds per linear foot (plf) of TJI® blocking panel or rim joist. • Loads shown may not be increased for duration of load. Concentrated vertical loads Concentrated vertical loads on blocking panels are the proportion of the uniform load capacity defined by the applied load area increased by a 45° load distribution through decking and flange to the web tip. For more information, refer to the TJI® Joist Commerdal Design Guide (Reorder #1062). Example: 4x4 post applied to a 20" TJI® HD90 joist through ¾" sheathing. p = 2 700 [ 3.5 + 2(.75) + 2(1.25) ] = 1 687 [he allow 1 12 1 Cir' ' ' • . ' .. Trus Joist• TJI® Joist HD90 and HS90 Commercial Design Guide 1060 • May 2005 5 TJI® HD90 Snow (115%) Allow~ble Uniform Loaa (PLF) 2?7-278· 247 267 22.6. 257 204 248 286 ; f85. 240. 276 294 168 219 249 267 284 38{ 386 3.86' · 368 372 372 355 · 358' 3.5'8 324 . 342 345 345 _ 3J2. 330 . 333. 3_33· 302 319 322 . 3.22 154. 200. .237 258 . . 275 ' ~92 31,_2 .. 312 140 183 222 245 267 283 299 302 302 , 129. 209 230. 252 : 273 2'90 293' .. 293: 118 154 195 217 237 257 277 284 284 :.--109' 142 . 179 205.· .224· 243 · 262 276. 276 100 131 166 · 194 212 230 247 . 265 268 93 1·21 153 . 183 200 217 2.34 25.l _2p1 86 112 142 174 190 206 222 238 253 so 104 132 163 . mo 196 211 226 . 241 74 97 123 152 171 186 200 215 229 69. 90 115 142 153 177 191 204 · 2::1:8 64 84 107 132 155 169 .. 182 195 207 .6.0 79 100 124 148 . ~61 173 56 74 94 116 141 154 166 177 189 53 69 88 132 . 147 158 110 · 181 49 65 82 102 124 TJI® HS90 Snow (115%) Allowable Uniform Loacf (PLF) 3.41 328 316 224 248 267 286 305 •.. 203. . 240 · .258 . 276 294 185 232 249 267 284 168 · 219 241' 258 275 154 201 234 250 267 141 184 . 227 · 243 130 170 215 235 251 .1.19 156 198 · _229 · .244 110 · 144 183 222 237 102 :134 . 16.9. 209 94 124 157 194 221 8'8 115 146. 181 21Q 82 107 136 168 200 76 ·· i00 . 12.7 157 190 71 93 118 146 178 66 8/. 111 137 166 62 81 10!; 128 156 58' 76 · 97 1W · 146 54 72 9·1 113 137 G.eneral Notes 141 151 162 173 ~i:~~t·; :.~,$ti :~3.0ft; 'S@:i-0~1 378 399 403 403 362 383 386: · )86 .. 349 368 372 372 _336 355 358 ;{58' . 324 342 345. 345 .312 3.33 • 3.02 319 322 322. · 292 .·. 309 312 · 283 299 302 302 · 275 . 290 2-93 · 293. 267 282 284 284 259 274 27,6 27_6 . 252 266 268 268. ' 245 259 • 261 . 261- 238 252 25<'+ 254 , 2.28 24p .24.8 ·24-8. 217 234 242 242 . 2.06. 223 236 197 212 228 23Q 17:9 193 207 220 . 171 1.85 198 164 . 177 .. 190 202 • Values shown are maximum allowable load capacities of the joist in pounds per linear foot (plf) based on uniformly loaded condi- tions, web stiffen!'!rs, a 3" bearing length, a,nd the deflection qiteria shown in the TJI® JQist Cornmer~ial Qesign Guide (Reorder #1062). Assumes provisions for positive drainage (¼" per foot ?l9P~ minimum). Roof Load Tables TJI® HD90 Non-Snow (125%) Allowable Uniform Load (PLF) 313 335 357 280 301 322 344 265 290 311 331 240 280 . 3_0-0 _: 320 219 271 290 309 200 252 281 299 183 230 266 290 168 212 251 274 154 195 236 258 142 119 221 243 131 166 204 230 93 153 189 .218. 86 112 142 176 206 80 104 132 163 196 74 97 123 152 184 69 90 115 142 172 64 84 107 132 160 60 79 100 124 150 56 74 94 116 141 53 69 88 109 132 49 65 82 102 124 TJI® HS90 Non-Snow (125%) Allowable Uniform Load (PLF) 268 290 313 357 247 301 344 224 270 290 311 331 203 260 . ,280 300 320 185 240 271 290 309 168 219 262 281 299 154 201 254 272 290 141 184 233 2.64. 281 130 170 215 256 273 1_19 156 198 244 265 110 144 183 226 258 102 134 169 209 251 94 124 157 194 235 .88 115 146 .· 18.1 ,2:19 82 107 136 168 204 76 100 121 157 190 71 93 118 146 178 66 87 111 137 166 62 81 104 128 156 58 76 97 120 146 54 72 91 113 137 379 365 352 372 340 359 328 347 318 336 308 325 297 316 280 301 264 284 249 269 236 254 224 241 213 229 202 218 192 207 183 197 175 188 167 180 157 172 148 165 379 365 352 340 359 328 347 318 33.6 308 325 298 316 290 306 281 298 274 289 266 28t . 259 274 248 26-7 236 254 224 242 212 231 198 220 186 210 175 201 164 192 375 375 362 362 350 350 339 339 328 328 318 318 309 309 · 300 300 288 292 27-3 258 276 245 262 233 249 222 237 212 226 202 215 193 206 184 196 176 188 438 438 420 420 404 404 389 38'9 375 375 362 362 350 350 339 339 328 328 318 318 309 309 300 300 292 292 284 284 276 276 .· 269 269 263 263 256 25'6 247 250 236 244 225 239 215 230 206 220 • Joist span is the horizontal clear span plus the distance to the centerline of bearing at each end. • For span or loading conditions not covered by these tables (such as multiple spans or concentrated loads) or for slopes greater than 2" in 12", use the TJ-Beam® software program or contact your Trus Joist representative. -~ • , --0 (/) C") ., . --. ~ ·..o n < l:D ~ ~ ... '-.......:) ----s: Q <:::::!, -. ol>..,. 0 )G) Q ~ ?:;z w < G) 00 \) -,, " -1 n ::o ..,. ~ 0 n rn CO J §;! w c9 :0 0) . r:. -S: -)> :,i: ~ .-\ . "G) "" n rn ,-~1 ::0 ,.. OQ 8 0 G) ~ ,, G) "G I r f \' t l u cP