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Home My WebLink About1034 TURNSTONE RD; ; CB971836; PermitB U I L D I N G P E R M I T 02/U5/98 08:00 Page 1 of 1 Permit No: CB971836~ Project No: A9702341 Development No: F2005001 Job Address: 1034 TURNSTONE RD Suite : Permit Type : SINGLE FAMILY DWLNG -DETACHED Parcel No : 211-091-21-00 Lot#: 47 Valuation: 259,796 Construction Type : VN Occupancy Group: Reference#: CT94-11 Status: Description: 3122+740 GAR,PLAN 3 ,PHASE 4 Applied: : SEA BRIGHT-EMERALD RIDGE WEST-UDC Apr/Issue: Entered By: 619 298-8070 ISSUED 06/27/97 02/05/98 RMA Appl/Ownr : UDC HOMES *** 438 CAMINO DEL SAN DIEGO CA Plan Check Numbers Fees Required RIO SOUTH 92108 > ORIG-CB962082,PCK 971764 *** Fees Collected & Credits *** Fees: AdJustments: 16 ,283.83 .00 16 ,283. 3 Total Credi t ¥?2 02/05/98 0001 <ll.00 02 Total Fees : Payments: C~ffr. 00 15933-83 a~ce Due: 15 ,933 .83 Fee description Fe Unit Ext fee Data Number of Bedrooms Number of Bathrooms Building Permit Plan Check Strong Motion Fee . . or Enter Park-inLLieu ~ee & Enter' Y" to Auto .a c P.F .F. Enter "Y" to Autocalc T . .t. . > . ) Acct#> > > Payoff Fee for CFtl > Enter #Units & Cod -Potab e Water ) Enter "Y" for Plum 1ng Issu,e Fee > Each Plumbing Fixtu e or T:tap Each Building Sewer Each Install/Repair Wa ter Line Each Water Heater and/o Ven~ Gas Piping System Each Vacuum Breaker > Enter "Y" for Electric Issue Fee ~ingle Phase Per AMP Enter 'Y' for Mechanical Issue Install Furn/Ducts/Heat Pumps Each Install Fireplace Each Exhaust Fan Each Install/Reloc Vent Fee> > > > > 5.00 4.00 1200 .00 780 .00 26 .00 1575 1575.00 4728.0U 540.00 4698.83 4698.83 1 2400 .00 20 .00 7.00 140.00 15 .00 15,00 7.00 7 .00 7.00 7 .00 7.00 7 .00 7.00 14.00 10.00 200 .25 50.00 15.00 1 9.00 9.00 3 6.50 19.50 2 6.50 13.00 2 4.50 9 .00 FINAL f'.r:'~~r--:1\/AL INSP. __ [Z_8 .. ~-, .. ,;·,=J=•a"' I CLEARAI _._, ..:-------::: CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 3 y y 05/8 y y y CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB971836 FOR 08/10/98 DESCRIPTION: 3122+740 GAR,PLAN 3,PHASE 4 SEA BRIGHT-EMERALD RIDGE WEST-UDC TYPE: SFD TURNSTONE RD STE: INSPECTOR AREA RB PLANCK# ORIG-CB9 OCC GRP CONSTR. TYPE VN LOT: 47 JOB ADDRESS: 1034 APPLICANT: UDC HOMES CONTRACTOR: PHONE: 619 298-8070 PHONE: OWNER: REMARKS: C/DAVE/ SPECIAL INSTRUCT: TOTAL TIME: CD 19 29 39 49 LVL DESCRIPTION ST Final Structural PL Final Plumbing EL Final Electrical ME Final Mechanical PHONE: INSPECTOR ___ ___._g __ .8 ______ _ ACT COMMENTS M f_-- ***** INSPECTION HISTORY ***** DATE DESCRIPTION ACT INSP COMMENTS 080598 Final Combo co RB 072198 Final Electrical AP RB EMR 060998 Drywall/Ext Lath/Gas Test AP RB 060898 Drywall/Ext Lath/Gas Test CA RB 060498 Insulation AP RB 060198 Insulation PA RB UPSTAIRS ONLY 052898 Rough Combo AP RB 052698 Rough Combo NS RB 052298 Rough Combo CA RB 052198 Rough Combo CA RB 051298 Shear Panels/HD's AP RB 043098 Roof/Reroof AP RB 033098 Ftg/Foundation/Piers AP RB 032798 Ftg/Foundation/Piers NR RB 032698 Ftg/Foundation/Piers NR RB TOO WET 032598 Ftg/Foundation/Piers co RB 032498 Ftg/Foundation/Piers CA RB 031798 Underground/Under Floor AP RB 031798 Sewer/Water Service AP RB 031698 Underground/Under Floor NR RB 031698 Sewer/Water Service AP RB 031398 Underground/Under Floor PA RB MISSING C.O. 031398 Sewer/Water Service AP RB L BUILDING INSPECTION DEPT: BUILDING FIRE PLANNING CMWD ST LITE PLAN CHECK#: CB971 PERMIT#: CB971836 PROJECT NAME: 3122+740 GAR,PLAN 3,PHASE 4 SEA BRIGHT-EMERALD RIDGE WEST-UDC ADDRESS: 1034 TURNSTONE RD CONTACT PERSON/PHONE#: C/THAD/804-1581 SEWER DI CA WATER DIST: CA Lot# 47 DATE: 07/23/98 PERMIT TYPE: SFD ========;~;;=======~,:=;1c;;=========== 7 ================= -4--,,,.c..i,,~~+----:,,.c.i'-++,,-....:...'--INSPECTED: + APPROVED _V_ DISAPPROVED -- INSPECTED BY: INSPECTED BY: DATE INSPECTED: ____ APPROVED DISAPPROVED DATE INSPECTED: APPROVED DISAPPROVED ==================----==----=--====---===--================================== COMMENTS: FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING PLAN CHECK#: CB971836 PERMIT#: CB971836 PLANNING PROJECT NAME: 3122+740 GAR,PLAN 3,PHASE 4 SEA BRIGHT-EMERALD RIDGE WEST-UDC ADDRESS: 1034 TURNSTONE RD CONTACT PERSON/PHONE#: C/THAD/804-1581 SEWER DIST: CA WATER DIST: CA CMWD Lot# 47 ST LITE DATE: 07/23/98 PERMIT TYPE: SFD I ' ( 1998 ============------------------------===-----===----========================== INSPECTED ·] BY: C ' aR,d...., DATE INSPECTED: 1(aK/°t W APPROVED / DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED ===---=-====-----------------=---------------==--============================ COMMENTS: DEPT: BUILDING FINAL BUILDIN9-INSP~CTION ENGINEERING FIRE PI.ANN~ CMWD PLAN CHECK#: CB971836 PERMIT#: CB971836 ~ PROJECT NAME: 3122+740 GAR,PLAN 3,PHASE 4 SEA BRIGHT-EMERALD RIDGE WEST-UDC ST LITE DATE: 07/23/98 PERMIT TYPE: SFD ADDRESS: 1034 TURNSTONE RD Lot# 47 CONTACT PERSON/PHONE#: C/THAO/804-1581 SEWER DIST: CA WATER DIST: CA ======================--------=============-================================= INSPECTED DATE / BY: W7 INSPECTED: 6-~·'ib APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED ==================------------========--====---============================== COMMENTS: DEPT: BUILDING PLAN CHECK#: CB971836 PERMIT#: CB971836 PROJECT NAME: 3122+740 GAR,PLAN 3,PHASE 4 SEA BRIGHT-EMERALD RIDGE WEST-UDC ADDRESS: 1034 TURNSTONE RD CONTACT PERSON/PHONE#: C/THAD/804-1581 SEWER DIST: CA WATER DIST: CA Lot# 47 ST LITE DATE: 07/23/98 PERMIT TYPE: SFD INSPECTED BY: l=Q\!;, ~W~ DATE ] I~] \~APPROVED ~ INSPECTED: DISAPPROVED INSPECTED BY : INSPECTED BY: COMMENTS: DATE INSPECTED: DATE INSPECTED: APPROVED DISAPPROVED APPROVED DISAPPROVED ' FINAL BUILDING INSPECTION -r DEPT: BUILDING ENGINEERING PLAN CHECK#: CB971836 PERMIT#: CB971836 FIRE PLANNING PROJECT NAME: 3122+740 GAR,PLAN 3,PHASE 4 SEA BRIGHT-EMERALD RIDGE WEST-UDC CMW 1 ATE: 07/23/98 PERMIT TYPE: SFD ADDRESS: 1034 TURNSTONE RD Lot# 47 CONTACT PERSON/PHONE#: C/THAD/804-1581 SEWER DIST: CA WATER DIST: CA ========================================================-==================== ~~7PE~C_ DATE 7 ·2:::_<\-APPROVED A DISAPPROVED INSPECTED: • INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED ==================================-========================================= COMMENTS: 06102198 TUE 17:07 FAX 7604343373 6/2/98 Dave Christiansen UDC~~s • Seabn~ Project Carlsbad CA RE: Lot 47 {holes in joist) Dear Dave: TRUS JOIST MACMILLAN ,.. No remedial action is required on the joist with the four hoies. There would possibly be a problem if we were:dealing with a long span. However, due to the very short span the joists actually would work fine at 32" o.c. (see at4iched talc) . This being the ca~ the system can be left as is, and the Trus Joist MacMillan Hfetime warranty remains in full effect. Please call is we can be of any further assistance. Bob Fische Trus Joist MacMillan Technical Representative Southwcsl Rcsidcnrlol Soles Region • 300 Co1lsbod Villooe Ori~e #216 • Co1hbod. Colifornio 92006 • rhon• 760.43◄.337~ • fak 760.◄34.3373 141 UU1 06/02/98 TITE 17:07 FAX 7604343373 G~1-~-TRUS JOIST MACMILLAN Joist with holes T~,. v.1.~ e.rlol Nu..-: 1107100267 MMTtCIN a,oo, ·-d:a.t:07 PM Posi• 1 of 1 8ul!d C<><le: 035 11.875" T J l®/Pro T1ol ~ 150 JOIST @ 32.0" o/c 14)002 tHIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPUCATION·AND LOADS LISTED [ ] m:~---------~,@ I I ------11'7"-----........., Product Diagram Is Conceptual. LOADS: Analyglg for JOIST MEMBER Suwc,,tlng ~LOOR •RES.Application. l.oadg(paf): 40 Live at 100" dul'Qtlon, 12 Dead, 0 Partition SUPPORTS: INPt.rr BEARING REACTIONS(lb&.) WIDTH Ll:NGTH JUSTIFICATK>N LIVE/ DEAD/TOTAL Of'TAIL OTHER 1 2.xA l)late 3.50" 2.25" Left Face 6181185 / 803 Detail A3 1.25" L.SL ~Im 2 2x4 pllllte 3.50" 2.25'" R~t F8ce 818 1185 / 803 ~I A3 1.25" LSL Rim -SN T JM SPECIFIER'S I BUILDER'S GUIDES for detall(11): A3. DESIGN CONTROLS: Shinr(lb) R.ectlon(lb) Moment(fl•lb} Live Den.(ln) Total Deft.(in) MAXIMUM 11, 774 2161 DESIGN 763 774 2181 0.136 0.177 ALLOW. CONTROL 1420 Pcmed(54%) 1081 Passad(72"JI,) ~o Passed(60'lli) 0.279 l"naed(l../983) 0.558 Pl!Med(L/758) LOCATION LT. end Span 1 under flOor load.Ing Bearing 1 undef ~r loaclng MIOSpm 1 underFloorbad!ng MIO Span 1 undw Floor loading MIO Span 1 under Floor loa~~ • Deflection Cnteria: STANDARO(LL:U480, n :Ll240) . • Oeflectian analysis 1£ ba&ed on composite ac:tion with sin~e l11yer of th• ai:iproprlate span-rated, GLUED & NAILED wood sheathing. ADDITIONAL NOTES: -IMPORTANT! The analy'iiis presented ie outJ11t rrom r;oftwara developed by To,s Joiwt MacMillan(T JM). Allowable product valu= ShQWrl are In acc:ordaooe with curTent T JM material& and code ~eel dNiun Yllluee. n. ~c product application, Input deoi911 loads end etlltod dimenelons have been proYlded by othenl _.___...,.., __ ....--.,.,....-=~,,.-.,..-~--'' h«w not beal'I chelcked for conformance with the design drawings of the bvildJnu, and t,aw, not been ntvfewed by T JM Engineering. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONL YI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stnlsa Design methodology wa& used f« Sulldng Code NER analylrig the T JM Cletrlbutlon product llcttld abo\18. -Braclng(Lu}; Alf rx,m~ «l!]ee (mp and bottom) must be braced at 2' 11" olc unk!&a detailed otherwise. Proper .U.Chment 111nd ~itionlng of lateral bracing Is required to achieve member stability. OPERATOR NOTES Tl1e joist with MM!tral holeg Is okay. Due to the fac:I that the epan Of thOS(l Jo:s1s are go short, they will actually wort< at 32"0 Bob Fischer TJ"48 Joist MacMilllln PfjOJECT INFORMATION UDC Soetlnght -lot #47 OPERATOR INFORMATION: Trus Jolllt MllcMil2n 8ob Flsc.her 300 c.n.blld Village Dr Cor1$bed, CA 92008 7eO 434 3374 7604343373 CaP'f'ieh' • 1007.,,,. TIUI Jolet MIICMMien, I llmlllod pa.-rahlp, 8o1M, ldal\o, USA. P"'"' UW1 T J-81Zlng"' ■i. ndemartm d TlU8 --•an. T Jle Is a .-glllerwd ndetM,rl< Of'TMO Jolo! M,,tMllan.