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HomeMy WebLinkAbout5620 PASEO DEL NORTE; ; AS1001329/16/2020 AS100132 Permit Data City of Carlsbad Sprinkler Permit 5620 PASEO DEL Job Address: NORTE Permit Type: SPRINK Parcel No: 2110222200 Lot #: 0 Reference No.: PC #: Permit No: AS100132 Status: ISSUED Applied 10/14/2010 Approved: 10/14/2010 Issued: 10/14/2010 Inspector: Project Title: ZUMIEZ THREE FIRE SPRINKLER INSPECTIONS Applicant: COSCO FIRE PROTECTION 10695 TREENA ST SAN DIEGO, CA 858-444-2000 Owner: RUBYS DINER CPG CARLSBAD HOLDINGS L L C CPG PARTNERS LP P0 BOX 6120 INDIANAPOLIS IN Fees ($) Add'I Fees ($) Total ($) Balance ($) 195 0 195 0 1/1 BURKETT & WONG Structural & Civil Engineers & Surveyors DATE- OCTOBER 7, 2010 3434 Fourth Avenue • San Diego, CA 92103-4911 ENGINEER- MJH Tel: (619) 299-5550 • Fax: (619) 299-9934 JOB No. 10950AA STRUCTURAL CALCULATIONS FOR FIRE SPRINKLERS AT CARLSBAD COMPANY STORES, CARLSBAD, CA JAMES M. BARB CONSTRUCTION, INC. SURKETT&WONG ENGINEERS Date- October 7, 2010 Engineer- Mark Batten Project- Carlsbad Co. Stores Job Number- 10950A.1.00 CONSTRUCTION MEMO - To: Jeffrey Johnson Structural & Civil Engineers & Surveyors 3434 Fourth Ave. San Diego, CA 92103-4941 Phone (619) 299-5550 • Fax (619) 299-9934 New Sprinkler Supports The existing roof framing has been analyzed to determine it's capacity to support new sprinkler lines, as shown on attached sheet 7. Per the following calculations and sketches, the existing roof framing has sufficient capacity with the addition of one hanger and the relocation of another hanger, typical, along each 2 1/2 inch secondary line. See sheet 8. — 0 Mark Baften SE 3235 DATE ENGR PROJECT SURK€rr&woNG SHEET- ENGINEERS ENGINEERS JOB NO__________ 9 rRTWLE1t I-t'4L5 T-01 r'r rVAMIt4 6- (o/p w: /7 t Lt: x(3' 7,/ i6Lf P/7 !-a 3 Tsirs 3:7 1 r7 ,c.7 c, : rr1,/i/qp h70 i'1-•-P ,'? 9- 7 ' 1-F J'.frT :7 C6IL /0,f fr'P roE DATE --- IP ENGINEERS SHEET ENGR.._______________ JO B NO_fLf2 - PROJECT 44 t49 "T z q ?6 G ff sli DATE /fl .7-, W E.uIN(Err&vNo SHEET ENGR ENGINEERS PROJECT JOB NO 1 61 24 )I/L65 JOIST LOAD TABLES f T4 io 18 _____2O jr24 2) OOj74lt5%TiJ100%1tltS% 100%. 544T TTho%n4ns% j lo JUS iui's%njoc 125TI4;oG% 125% 100%Li%fl40%4125% OtLt4STii 1ZS3 i%i4ts%10041, f* Ti 12. 292 335 301 346 311 358 341 392 356 409 370 425 379 435 I 367 422 367 422 367 422 252 365 376 389 426 445 462 473 I 459 459 459 250 288 258 297 267 307 292 336 305 351 317 364 324 373 [T 362 315 362 315 362 69 313 237 323 333 365 381 396 406 393 393 393 6 226 260 233 268 256 294 267 307 277 319 284 327J775 317 275 317 275 317 118 167 282 220 292 320 333 347 1 355 344 344 344 55 207 238 227 261 237 273 246 283 252 290 245 281 245 281 245 281 76 08 3 143 259 182 284 226 296 308 315 306 306 306 116 6 9T 213 245 222 255 227 261 I 220 253 220 253 I 220 253 51 155 73 9 97 124 154 267 187 277 223 284 275 275 275 1T 2 89 118 127 0 202 232 206 237 I 200 230 200 230 200 230 39 118 56 75 96 120 228- 146 252 174 258 250 250 250 69 92 100 2 1 41iI7i 7 I5.) 184 211 184 211 284 11 31 92 44 133 5' 75 ., 94_J92, 11S171 :) 138 J22 63 229 229 229 61 73 80 104 106 40j4 1 o3IISf .7lT 192 169 195 169 195 73 35 107 47 12 9?,0t' I 2(i 132 209 153 212 212 59 59 65 28 86 86 88 38 H4 49 1T 62 )40 TR I 2 .1S6 125 TJT JTLI47 .J&s. 108 10 5] 126 . 180 195 157 145 181 197 168 48 71 72 [.L1T 0 04 48 71 31 96 40 51 23 '2_).r3H 75 1 441 89 j.i . 120 183 (7 40 58 80 77 —8-6 .v c 40 58 80 34 42 522Ci 63 74 JWTh8 87 0) 4: 33 33 49 49 67 67 65 28 85 11, 35 6 IEEE 41 ,OF4 63 68 la, '1& 74 132 85 6 41 56 41 56 74 30 31l 45 53 i 63 73 35 35 48 48 63 76-- 63 32 8S 32 20 46 9 54 63 30 42 54 11 3 4 J 30 42 54 69 77 33 81 40 ' 88 47 90 54 ice page 3 for instructions on how to use this table To size floor joists: Values shown are maximum allowable load capacities of the joists in • Check both live load (100% LL) and total load (100% TL). When live load is riot shown, uunds per lineal loot (pill and assume. total load will control. Total load values limit deflection to L1240 Live load values are simple span based on NON-RESIDENTIAL FLOOR DEFLECTION LIMIT shown on page 32 and a uniformly loaded conditions with web stiffener and bearing length nailed floor system Live load (100% LL) values may be increased with a ( criteria shown on page 12 llower or higher load capacities may be glue-nailed floor system; contact your Trus loist representative for assistance possible with different criteria; use TI-Beam5 software or contact your Trus foist representative) positive drainage (il. per loot slope minimum) in roof applications. Values in IMELMIareas may be increased 4% for repetitive member usage if the criteria on page 33 are met Camber 2250 radius) is available for simple span applications only Contact your Trus joist representative for availability. rapered T110 joists with plywood webs are available for some series: contact your Trus loist representative For loading conditions not covered by these tables (e.g., concentrat- ed loads). use TI-Beam5 software or contact your Trus (01st representative for assistance To size roof foists: Check the appropriate snow load area 1115% IL) or non-snow load area (125% IL) value to determine the maximum allowable total load. Total load 1115% IL and 125% IL) values limit joist deflection to L/180. Consult local codes to verify deflection limits required for specific applications. 3 4) I /• 1/ / I - - I ______ - - - I rr-w 3, I •"•• jl -- 8 I ---- •' . J _________ 811 - - I j • / rE®UO1& 1 a_±L 1. 8 lJ t 1j di: I • - -• _______ ------------ -4f T -I I c• \ -- 1-41 p C4, 416 rrp. -4-- ~,,. PJ __ A J \-•'-- \ 11C rEl-eER) / (E. 3,) 1b LY1C* 1.1 • - ___ ______________ L9 W!rI' ---• c':_,i j) . Lfl CU N U CU N L_J .--, 3* f I :t 10-0 CUCU cu CD IIi L4 ® -V'IcA_ 0 1 I C\JIr- 29 1' -. + • -. ';_ - 9-6 ' 1 10-0 ' IC / 4 '( 2-! - Ltr, \ MEC ADJACENT TENANT NOT APART 2:9 A FIRE SPRINKLER PLAN > LOZNTL&M) - tO bx'r9 R t4tt--t' 44-6 AD1 L 41ZO