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HomeMy WebLinkAbout2295 GALENA AVE; ; CB043287; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 01-05-2005 S Residential Permit Permit No: CB043287 Building Inspection Request Line (760) 602-2725 Job. Address: 2295 GALENA AV CBAD Permit Type: RESDNTL Sub Type: SFD Status: ISSUED Parcel No: 2132400100 Lot #: 1 Applied: 08/12/2004 Valuation: $287,204.00 Construction Type: VIN Entered By: AMA Occupancy Group: . Reference #: (Q102004J Plan Approved: 01/05/2005 # Dwelling Units: 1 Structure Type: SFD Issued: 01/05/2005 Bedrooms: 3 Bathrooms: 4.5 - Inspect Area: Project Title: ISLA VISTA @ LA COSTA GREENS Orig PC#: (PC040099J MODEL PLAN 3- 29655F,591 SF GAR,30SF PORCH Plan Chek#: Applicant: Owner: JOHN LANG HOMES JOHN LANG-HOMES SUITE 160 SUITE 160, 6183 PASEO DEL NORTE 92009 -- 6183 PASEO DEL NORTE 92009 448-3905 - / .. \ (-- 44830,5 Building Permit \. '--$1,125.60 Meter Size - • Add'l Building Permit Fee " / $0.00 Add'l Red. Water Con. Fèe/,-\ .. $0.00 Plan Check / '\- / $73164' - Meter Fee,- \ -' 0) \ . $160.00 Add'l Plan Check Fee1 - ) $0.00 ,. SDCWA Fee ' $2,004.00 Plan Check Discount/ - Strong Motion Fee •... ,' $0.00 CFD Payoff Fee \ $2,820.97 Park in Lieu Fee $28.72 . .' $0.00 PFF - - - , ,.---7'. \ r PFF (CFDFund))/ \ ) ,/ $5,227.11 \ $0.00 Park Fee ' - . / - $0.00 -- LicenseTax .Z_ ', $0.00 LFM Fee Bridge Fee I $0.00 $0.00 License Tax (CFD Fund) f) r _. - t -Yraffi& Impact Fee /- \..J . I $0.00 $660.00 Other Bridge Fee I ,'$0.00. - $0.00 BTD #2 Fee BTD #3 Fee - ) $0.00 ' 4 $0.00 - -Traffic Impact (CED F)n~~ Sidewalk Fee/ ,-•-I PLUMBING TOTAL\/ $0.00 $189.00 RenewalFee "-" $O.00 ELECTRICAL TOTAL / f $60.00 Add'l Renewal Fee - •... $0.PO- MECHANICAL TOTAL / / $125.00 Other Building Fee . ) $0.00'. Housing Impact Fee / / $0.00 Pot. Water Con. Fee I, ' $2,999.00 Housing InLieu Fee $0.00 Meter Size Add' Pot. Water Con. Fee\ - - D5/8 ,. $0.00'Máster Housing Credit Fee/ . / Drainage .Fee ('-'-.-. / $0.00 $0.00 Red. Water Con. Fee . - ., .-- $0.00 I ''/' Sewer Fee_-, \ \ / Additional Fees Y\ \j - . $927.00 $0.00 - / TOTAL PERMIT FEES / $17,058.04 , Total Fees: $17,058.04 Total Payments To Date: - $000_ Balance Due: ' $17,058.04 900 01/05/05 0002 01 02 CGP 17058-04 , < FINAL APPROVAL Inspector: ' _.L--" Date: 8 Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of tees, 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 tees/exactions. It you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and tile the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure 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 Inspection List Permit#: CB043287 Type: RESDNTL SFD ISLA VISTA @ LA COSTA GREENS MODEL PLAN 3- 2965SF,591SF GAR,30SF Date Inspection Item Inspector Act Comments 08/06/2007 89 Final Combo RB AP METERS HAVE BEEN RELEASEED - WAS PREVIOUSLY A MODEL 07/06/2005 89 Final Combo RB PA OK FOR MODEL USE ONLY - GAS METER REL. 06/30/2005 89 Final Combo RB CO 06/23/2005 89 Final Combo RB CO 06/23/2005 89 Final Combo RB CO 06/06/2005 39 Final Electrical PC AP EMR FOR MODEL HOME 06/03/2005 39 Final Electrical RB NS ROLL TO MONDAY 06/02/2005 39 Final Electrical RB CO AND NOT READY 04/04/2005 17 Interior Lath/Drywall RB PA MISSING FLASH GUARDS 04/04/2005 18 Exterior Lath/Drywall RB AP 04/04/2005 23 Gas/Test/Repairs RB AP 03/29/2005 16 Insulation RB AP 03/28/2005 16 Insulation RB CO NEED R30 IN ATTIC 03/28/2005 84 Rough Combo RB AP 03/22/2005 84 Rough Combo RB CO 03/17/2005 84 Rough Combo RB NR HOUSE NOT LATHED 03/14/200513 Shear Panels/HD's RB AP 03/10/200513 Shear Panels/HD's RB CA @ 10:25 AM 03/09/2005 13 Shear Panels/HD's • RB CO 03/07/200513 ShearPanels/HDs RB NS 03/01/2005 15 Roof/Reroof RB PA OK TO PAPER ONLY 02/28/2005 15 Roof/Reroof RB CO 02/23/2005 15 Roof/Reroof RB CA 02/22/200515 Roof/Reroof • RB NR 02/03/2005 22 Sewer/Water Service RB AP • 01/28/2005 81 Wnderground Combo PY AP 01/25/2005 21 Underground/Under Floor RB AP 01/24/2005 21 Underground/Under Floor RB PA MISSING 2 CLEANOUTS Tuesday, August 07, 2007 Page 1 of 1 RECEIVED JUN 23 2005 CITY OF CARISBAI) e ENGINEERING DEPARTMENT CM&I DIVISION city 01 Carlsbad Final Building Inspection Dept: Building Engineering Planning CMWD St Lite Fi Plan Check #: Date: 06/2312005 Permit #: CB043287 Permit Type: RESDNTL - Project Name: ISLA VISTA © LA COSTA GREENS Sub Type: SFD 2L PLAN 3- 29655F,591 5F GAR,30SF PORCH - Address: 2295 GALENA AV • Lot: 1 Contact Person: WALLY Phone: 7605352615 Sewer Dist: CA Water Dist: CA Inspected - Date By: G Inspected: 6(2-'{f3S Approved: Disapproved: v" Inspected Date • By: G. ood..nAP-% inspected: (0/2./05 Approved: Disapproved: v' Inspected Date' • / By: Con GeoA.-.-x. Inspected: --I-Ls to - Approved: -'I Disapproved: Comments: fz or (o172105 }.Jo* J -r 144,eJ 401 12R7 i(° Z&rcMr SM-c.0 D4-A cMu" r'e5 - S;h 4IJI) 4fp LL&ns, SJ* jP)41L5rL, eA-t.. 0J12 1/2885 11:39 858-679-8959 HTK STRUCT ENGINEERS PAGE 02 \..A. C..oA .1- i I 'LJOo o E4IZ-. I.b¼— //2 1LTf I 4 _.m ------ I sTu Tb fl*t PLA VzLi - ii 'a 83/21/2085 11:39 858-679-8959 HTK STRUCT ENGINEERS PAGE @3 4 SHEAR WALL REF. 211 MARK MATERIAL NAIlING TU0 JWeC.V. - - [9 STUCCO REF. NOTE 1 16d 0 6" 3/8" PLY CDX 8d 0 8' 16d 0 6" 3/8" PLY CDX 8d 0 5" 16d 0 3' - 3/8" PLY CDX Sd 0 4-1/2' 0 3" -_16d [J 3/8' PLY CDX -- 3/8' PLY CDX 3/8' PLY SIR I 8d 04.0 Sd 03" 8d 0 3' 16d 03 16d 0 2 1/20 (ST) 16d 0 2" (ST) EJ 3/8" PLY CDX - Sd 0 2" 16d 0 2 (ST) 3/8" PLY CDX (ES) 8d 0 4" - - 3/8' PLY CDX (BS) 8d 0 3 1/2' (j — 3/8" PLY CDX (BS) Sd 0 3" - 3/8" PLY SIR I (BS) 8d I 3" - 15/32' PLY CDX 1 O 0 4' 16d 0 2 1/2"(sr) - [jJ 15/32' PLY CDX' 1OdX 2 1/4' 0 3 16d 2' (ST) - 15/32" PLY SIR I 1OdX 2 1/4' 0 3' 16d 0 2" (ST) 15/32' PLY SIR I Sd 0 2" 15/32" PLY CDX lOd 02' 15/32' PLY SiR I -. lOd 0 2" '15/32" PLY SIR I (ES) - lOd 03' - U ok 4 834'22/2085 11:21 858-679-8959 HTK STRUCT ENGINEERS PAGE 01, 14288 Danielson Street, . -Suite 200 - Poway, CA 920648819 UTV HOROWITZ t (858) 679-8989. TAYLOR f (858) 67M959 Iii 1W KUSHKAKI STRUCTURAL ENGINEERS fax transmittal . - date:' March 21, 2005 " Total number of pages transmitted. to. John Laing Homes fax no: , 760-431-0453 . attention: Wally Huddleston project Isle Vista La Costa Greens Product I Including the cover project number: 04-126 . Here are the, plan changes as requested. Please call if you have any questions. . If pages are illegible or you do not vecielvg all pages, please call us at (8586O-4383 Bruce Cosart cc: LLvE VLL '. °\"1 (.eK) 03/22/2005 11:21 858-679-8959 HTK STRUCT ENGINEERS PAGE 03 LA C-057,6, Z1IL Pu_1 I PL4- ' A A 4x , z-2xTRIM 4x10 k/S1i-4P I \ ivsn.414 4x k/814P 03/22/2005 11:21 8587679-8959 HTK STRUCT ENGINEERS PAGE 04 H K HOFOM • •. • .HLDN a'-wEs • • ORkMAL 1OLO(4N9l NEW WOLPOWS -. NEW 1COR • * , * H/4K POST. • • (MA)'. i.04DS/4x • (4301 NAPEP) di A0f$1sV8/8 • • PA!$ TO P423 41fl6 (34Ø) • • b'4' - .• • FA2 i o • . • : • W722 (5260) • •ro • 4PA . • •• •• •• •.. c-Ic.(%ø) 46V .1. 1• It AMDClø - :HA ,c(4) ••. • a 13'. *p 4EoxY 14IT14 6H1PGCN 'SET' MmOXY I4C.Q. OER 21,8PAL NOPWIC N A F.QJIFW, AVOID ALL EXISTI NPOEMT CONTACT EwsNEER COWER coNDIIowe; EEVA1ED CL& LESS fl44H 11E. • • FR 0114 R APPROVED ALTE4ATESI SUPPLY ENNEER WITH LC.O. AppQyA! FOR CYCLIC LOADS A DE&ICN CREJA LOAb6 • EX. PLY 1rP At LTOMEO qMATC) PC EN.. MIN • •1B SEND TOP OF41C14OR .. I AsJED EXTERIOR FOOTING •• .INTERIOR FOOTING. 1,-tL1LAV. S , 7 4 tot ? i OC. x4 K3 4 C" [/STP14 j4 LTI /-4 6 KS 4xb m TWDO LD cri LO Ln LD WATWDS - S L En Wo f I I II 4t_\\ r,sipa 14' —1 4K LJ fll _ jfl.ee( I i *1 w IL 4xb EH PLTh 2-2xb G.T. cn H - S C4 En Ne # St _ 04 •Z6 Lo CD 11US6 ADJ TOkALL \-ALIGH Lo (1 \ \ DES. FOR 5000 AXIAL Ln '—ALIGN TJJS& Ofr'IALL 66 )F FRAMING PLAME Lo r-PT TO ( A NT RELIABLE WHOLESALE LUMBER, INC. 10375 BEECH AVENUE I FONTANA, CALIFORNIA 92337 -I/) P.O. BOX 1587 / FONTANA, CALIFORNIA 92334 TELEPHONE (909) 350-1050 I FACSIMILE (909) 355-9476 LUCAS & MERCIER 29712 Avenida dé las Banderas Rancho Santa Margarita, Ca 92688 ATYN: Bill G. JOB: "Isla Vista" Carlsbad, Ca RE: Reinforcement @ Plan 3 Dear Bill, The cantilever at the roof of the Plan 3-does ot—requiweb-stiffeners or any additional reinforcement. We have included a stamped calculation for this joist condition. Please call me if you have any questions or require more information. 7 ly,.-J 7 Robert Strutt Engineered Wood Products Manager £St7BT20091LT:01 SLLfSS2606 dM-8I4fl1 38LiI138:W0 JJ S:8O S002-fT-eW /i BCCALC®2003 DESIGN REPORT 'IUS Single 14" RCI$) 50040 OF File Name: C CAI.0 Pcced J0I. Job ms: tLAVl8A Diptici Assr WM LYON Spocthss Ctiy. 8It, Zjz CARLSBD, CA Delgrier RS Cuaiomev t.UCA$ A$D MERCIER Campiy RWU Cads r.poti; ICAO 460$ NR 48 PLAN - - - -.-. - -.- I will L TL 110 IV46 -AL TLTi TrJJ TLT T_1fl 144 6 L 5153 In L 1161b50 34D The N. - .-.-- - 1. •___ - ••-$1•--..------.--.••-_- •- Gener9 Data 3un,mary US rneai ID Ducrtptlo. &And Type Ref. Steit rRd 'type Vkse 008 Our. $ -Standard Loe&Jnf. Area L 00.00-00 24'OO-OO LIY ' 40 PSf 12 100% Mtnber'rype: Jaw 1e l2psf ir Q% Number at 2 1 Canc. Pt l.6 24.0040 24-00-00 Le 4 bs M10 100% .eftCl'vq, No -. Dead f8 lbs r/a 90% RQtt Cwtbivet Yet Controls Summary Scp. 0/12 Coi*I type Value . % A1owable Ow7atkn Load Case Span l.ocatlon % S)9 12 296$ 4 56.2% 100% 4 1 IrAwmal Yes Nez. •549fi4b 10.4% 100% 2 1- Cwcn Type: Gied RSIOI 558 In $4.2% 100% 4 1.Left lot Re.to., 83 In 39.3% 100% 2 1. eLad-4Gpt7 coat sticar 07 lbs 32.7% 100% 2 1- Dead Load, 1205 TcI Load Ocfl. 1./635 (0473') 43.0% 4 ¶ ParlIbAWR& 0 Live Load Od. L77 (0.39) ' 70.8% 4 1 Durailorr 91 TØtaNag, o.. .o.iis- 230% 4 2- Right support Max Dd. 0.473" 47.3% . 1 0sctoswe . Span De$h 18,9 Na 1 • øi• input 'tust be vefled by V Ciitfons - wouldwma rely on the otlpl4 aeDim!$(12SRUMM gjg 0000M dOnStS tO be rs at cwTh19a1. ar*ulaa- 3pØcion. The rt.. above Is Used icon DCSJØfl meets. Code m5lmwn (L/240 Totalad d4*oqi dr1a. de.accted dn piopeiti* meets Ue specified (U440) Li cad deflection odte'ta. &dasmemod. WlM Dn 1 ø1t.qa. Prooicts. moot be in Pamwrd- of ISO= Cfl9.w Wnb fir B0ls1.3'. BI is a-i v. d bialdIiq n mplay.d Hstzoei1 Epa, Lengs) • Clear Span . 112 mn. an d b s a n n g 1 / 2 reate boa , product bslMan. •OW VOWED AM APRROWW . ' C CALC, $C FRAMER, Be . . . C RPI4 . , M. 60AD, BOISE GLULAM*. . VERSA-LAJ*, JER$A-R$Mc. • .• • i02i 10 - YERBA-STRpND'. EXR - • VRToefr&LJO$ST A-*'" am Uadbytaft of I I • . • PaelôE1 • , - °1 SLLSS66 dM3-38Wfl1 fl 383WOJJ L2:60 £S09L Se@2-kt- BCI® Joists IKEY TO Min - TABLE -ROred _atSuppQtt Roc Roof Total Load psfJ Joist - Joist Trsec .1 45 - I 55 -- hit. Bpes .101st SOoclr,9 flnj Depth 1. 1L234 16 DDI 19.2 24 .16 19.2 24 -- [6] 24 0 0 X 0 X X 0 X X 26 0 0 X 0 X x X X 28 0 0 X 0 X x X X 8 36 0 0 X 0 X X X X X 32 0 X X X X X X X X 34 0 X X X X x X X 38 0 X X X X x X X • 38 0 X X X X X X X X 40 0 X X X X X X X X 24 0 0 0 0 0 X 0 X X 20 0 0 0 0 0 X 0 X X 28 0 0 0 0 0 X 0 X X % 0 i 30 0 0 X 0 xx o X X 32 0 0 X 0 X X X X X e 34 0 0 X 0 X X X X x 30 0 0 X 0 X X X X X 26 0 0 X X X x X X _-9 1 0 X X X X X X X_ 24 0 0 0 0 0 I 0 0 X 26 0 0 0 0 0 X 0 1 X 28 0 0 0 0 0 X 0 1 X .—. 30 0 0 1 0 0 X 0 1 X 5 32 0 0 1 0 1 X I X X ig34 0 0 X 0 1 x x 36 0 0 X 0 1 X I x x 38 0 0 X 0 X X I X X Q 0 0,X I X, X X X X 24 0 0 0 0 0 WS 0 0 X 26 0 0 0 0 0 X 0 0 X • 28 0 0 0 0 .0 X 0 X X 830 0 0 WS 0 0 X 0 X X . 32 0 0 WS 0 0 X 0 X X 34 0 0 WS 0 WS X 0 X X 36 0 0 x 0 X X X X X 38 0 0 X 0 X X X X X . 40 0 0 X 0 X )ç x X X 24 0 0 0 0 0 0 0 0 1 26 0 0 0 0 0 WS 0 0 X 28 0 0 0 0 0 W$ 0 0 X 30 0 0 0 0 0 1 0 WS X to 32 0 0 0 0 0 1 0 1 X 34 0 0 W8 0 0 X 0 1 X 30 0 0 W8 a WS X 0 X X 38 0 0 1 0 WS X 0 X X _.40 0 0 l_ 0 1 X_ I x x 24 0 0 0 0 0 WS 0 0 1 26 0 0 0 0 0 WS 0 o I 28 0 0 0 0 0 WS 0 WS X : 0 30 0 0 0 0 0 1 0 WS V.• 32 0 0 Wa 0 0 1 0 1 X 34 0 0 WS 0 0 1 0 1 X 36 0 0 WS 0 WO X 0 1 X 38 0 0 1 0 WO XWS I X —40 0 0 1 0 I X .i X X 24 0 0 0 0 0 0 0 0 1 .26 0 0 0 0 0 0 0 0 1 28 0 0 0 0 0 WS 0 0 X o 0 0 0 0 0 1 0 0 X c 32 0 0 0 0 0 1 0 1- X CID 34 0 0 0 0 0 X 0 1 X 36 0 0 WS 0 0 X 0 1 X 38 0 0 1 0 0 X 0 1 X 40 1 0 1 _0 I X I x X 24 0 0 0 0 0 0 0 0 0 26 0 0 0 0 0 0 0 0 0 28 0 0 0 0 0 0 0 0 0 30 0 0 0 0 0 0 0 0 0 32 0 0 0 0 0 0 0 0 0 34 0 0 0 0 0 0 0 0 1 36 0 0 0 0 0 0 0 0 1 38 0 0 0 0 0 0 0 0 1 40 1 0 0 0 1 0 0 0 1 0 0 2 1.Q448"icing rakdorcemlomed ftlolmidepth, Use mm. 23/32 pIoodJO88-md the50*,g. espoe 1. 4W24 s1 rated. Tho face Wain must be hOijz (measure the 4W dnnatzi a10vr the long edge oth0 pd). 2. Faslon &W elnroer to the.ist flanges Wth 8d viSle at 8' 0.0. ThOfl i5Tbing both skIes, EMWWVW nelia to lilrift 80ftV ft j*btftnge& 3 Aitod'i b se,wa pe' klWffnodkftVftb Stfener NUng Sdodue on pop D. 4. Use Ve BC CALC athtrave to enstyze vidl that NO net ao.4vred by thIs isbla. It isv be POS to oxasad the L..flatkj N oft bthis by onshMiiai Web St1ftenei Plus 2 - Web Slilfoners Plus X - Use Oeepor Joists or One RolnlofCer Two Reintorcern Closer 3padng. Roof - Roof Total Load tpf] Joist .jol*t Thisi- 36 =45 1 55 Depth SerIes Span ____________ JoIst 5peclrn1 ftJ 1_6 19.2 24 16 19.2 24 - _18 24 ._10.2 24 0 0 0 0 0 WS 0 0 WS 26 0 0 0 0 0 WS 0 0 WS • 0 28 0 0 0 0 0 WE WO X 30 0 0 0 0 0 WE 0 WE X 32 0 0 WS 0 0 WE 0 WO x 34 0 0 WS 0 0 X 0 WS X 36 0 0 WS 0 WS X 0 WS X 38 0 0 WOO WS XWS X X — 40 0 U WE -0 WS_- X WS Y, X 24 0 0 0 0 0 WE 0 0 WS 26 0 0 0 0 0 - WS 0 0 WS 28 0 0 0 0 0 WS 0 W3 I o 30 0 0 0 0 0 WS 0 WS I 32 0 0 ws 0 o ws o ws i 34 0 0 Via 0 0 1 0 WS X r• 36 0 0 WS 0 WS 1 0 WS x 24 0 0 0 —o 0" 0 WO 0 0 WS o o 0 0 ws 0 0 WS 28 0 0 0 0 0 WE 0 WS I H Ia 30 0 0 0 0 0 WE 0 WS I \ JO 32 0 0 Via 0 0 WO 0 WS -1 ' 1 34 0 0 WS 0 WS 1 0 'WS I 36 0 0 we 0 Ws 1 0 WO 2 38 0 0 WS 0 WS I WS -1 2 0 0 W$ 0 WS Via I 24 0 0 0 0 0 0 0 0 WE 26 0 0 0 0 0 0 0 0 WO 28 0 0 0 0 0 WO 0 0 1 30 0 0 0 0 0 WS 0 0 1 0 32 0 0 0 0 0 WS 0 0 1 D 34 0 0 0 0 0 1 0 WO I 36 0 0 0 0 0 1 0 WS 2 38 0 o w3 0 0 1 0 -I X L _0 0 WS _O 0 1 0 I X 24 0 0 0 0 0 0 0 0 0 26 0 0 0 0 0 0 0 0 0 28 0 0 0 0 0 0 0 0 0 30 0 0 0 0 0 0 0 0 0 32 0 0 0 0 0 0 0 0 0 34 0 0 0 0 0 0 0 0 WS 38 0 0 0 0 0 0 0 0 1 38 0 0 0 0 0 0 0 0 1 — — Q_ 000 000 0_U -_4, 24 0 0 0 0 0 wa 0 0 WS 26 0 0 0 0 0 W3 0 0 WO • 20 0 0 0 0 0 WS 0 WS WS 30 0 0 0 0 0 WS 0 WS V/S. 32 0 0 WO 0 0 WO 0 WS I 34 0 0 WS 0 0 WS 0 WS I • 36 0 0 WS 0 WS WS 0 V/S I 38 0 0 WS 0 WS 1 0 WS I - 40 1 o a vis 0waI WSWsI 24 0 0 0 0- 0 WS 0 0 WS 26 0 0 0 0 0 WS 0 0 V/S 28 0 0 0 0 0 WS 0 WOWS 030 0 0 0 0 0 wo 0 wows " 32 0 0 we 0 0 wo o WS i 34 0 0 Via 0 WS WS 0 WS I 36 0 0 WS 0 WO WS 0 WS I 38 0 0 WS 0 WE, 1 WS WS I — 40 1 0a WS! WE WSWE 24 0 0 0 0 0 0 0 0 W$ 26 0 0 0 0 0 0 0 WS 28 0 0 a 0 0 0 0 0vis o SO 0 0 a 0 0 WOO 0 WO o 32 0 0 0 0 0 WS 0 0 1 34 0 0 0 0 0 WS 0 W3 I -36 0 0 u 0 0 WS WS I 38 0 0 0 0 0 1 0 WE I — 40 0 0 W 00 1 0WO2 24 -0 0 0 0 0 0 0 0 0 26 0 0 0 0 0 0 0 0 0 28 0 0 0 0 0 0 0 0 0 • 80 0 0 0 0 0 0 0 0 0 8 32 0 0 0 0 0 0 0 0 0 34 0 0 0 0 0 0 1 0 0 WO • 36 0 0 0 0 0 0 1 0 0 WE 38 0 0 0 0 0 0 0 0 1 40 000 000 1 001 thl.AIIst.- - -- £St70T2te9LT:0I £LLt7SS606 dN9-eJ38Nfl1 8I12èI:W0 JJ L2:60 02-t7T-W PLYWOOD! 088 REINFORCEMENW (If Requlr.d pes Table on Pogo 8) . Mm. x 4W long plywood! 086 rated sheathing must match the full depth of the SCI' Joist Nail to the 2'4 Roo $Pon _____________ SCII Joist with Sd nails at 6 0.0. and nail with 4.8d nails into backer block. When relnfordng both sides, stagger nails to limit splitting. Install with horizontal face grain. These requirements assume a 100 PLF wall load and apply to BCI 400,450. 500. 600 and 900 eiles Joists. Additional support may be required for The toes and deson-pages 8 and 9 lodlcste other ioathngs. See BC CALCO (I type of reIn(oroement4aythat are required for load \\ p109mm. eaitag ntjvr up to a maximum length of 2-0s,Contact 5& Engineered Wood CaII*J longer than Z.0 Cannot be reinforced.I i Products for reinforcement require- However IoW cantilevers with lower loads may be ,' I BcI .it greater allowable Inforcement Analyze specific \ applicetions with the BC CALC' software. than 16" I required for oariffle] 21W min. ptywood/080 pr 11mboard closure 130 Joists are Intended only for applications that Fasten the 24 rynimum to the BCi' Joist by nailing through the backer block and joist provide permanent protection from the weather. web with 2 rows of lOd nails at 6" on center. Use 16d nails with ecr 9003 Joists. Wood backer block - BC? Joist bbditg 'rt,_. Wo s it of Iftstam 2x8 mm. rj" Jow Ii / Ctowe 8pbCftrQ4AA, N \ I bocn9 Section iimum 11/2 umec AA Cantilever length -* BadcSp Mnnmiin ½ Saci Span, not to ecoed 44 Dr'*d or Co5ng Wood Savca.oai Pd Soft ½ Beck Span. - ret to exceed 44" 31/f, These details apply to centilevers with uniform loads only. Itmaybe possible toeccoed the Umftationsof these details byanalyzing a specific application with the BC CALL' software. Back Si 6. Web Stiffener Requiremenii : ___ Its' MIL 2" fl*L 4max. See dtan et45sd W5bSliffsflor Nlls8thee. lb Stfene —4001111003 —450 Settee 600 861" —800 SaVe goo so" • Web sWTejers we optional except as now below. ,• Web etllhr,ere are always required at supports on 18620 Inch BCI Joists. Web stiffener's ar always required In hangers that do not extend up to support the top flange of the BCP Joist Web stiffener's may be required with certain sloped or skewed hangers or to achieve uplift v*tue. Refer to the hanger manufaclure?s installation requirements. Web stiffanem are always required In certain roof applications. .SooRoof Os/silo on Page 17. Web stiffeners are always required under concentrated loads that exceed 1000 pounds. Install the web stiffeners snug to the top flange In this situation. Follow the nailing schedule for intermediate bearings. Web stiffeners may be used to ticreese allowable reaction values. See 80!' beRJI P,vp,tieo on Page 32 or the BC CALCO software- t7/t7 d £S0T09LT :01 SLLt7SS26e6 Joist Joist Bearing Location Series Depth End 'Intermediate 911" 2-8d 2-8d BCI040 i17,' 2-8d 3-8d 14 2-8d -- 5-8d 9½" 2-8d .. 2-8d BCI' 450 1i7A 2-8d 3-8d 14" 2-8d 5-8d 18" 2-8d 6-Sd eW 2-8d. -id BCI'SOO ii" 2-8d 3-8d - 14" 2-8d . 5-8d 16 2-8d - 117,é' 2-8d 3-8d - BCI'600 _.t4" 2-8d 5-81 - 16N.- 2-6d 6-8d 16' 3-8d 7-8d - -. 3-8d S-Sd 8Clt900 14' 5-l6d 5-16d 11, 3-16d . 3-16d 1.5" . 6-1 6d 6-16d 18' 7-16d '7-16d 20 ' 8-.l6d _S-16d dM3-38Nfl1 8I13èl:W0Jd L2:5 £02-kI-81:11L4 2" min. 4" mBiL I RELIABLE WHOLESALE LUMBER, INC. Sent from Fax * Date: - 31L/I7i/ o5 To:P7c,— From: O RELIABLE WHOLESALE LUMBER, INC. 1 375 BEECI(AVENUE FONTANA, CALIFORNIA 02337 ENGINEERED WOOD PRODUCTS - TELEPHONES (909) 350-1050 ROBERT STAUTT FAX (909) 355-4775 MANAGER E-MAiL- RSTRU1r@RWLL NET - - - 0 OTHER Message L L L- Ot'\ _cp4'vc1z -t/ a Total number of pages sent (including this page) Ii vu do not geceive all these pages, please call Sender at telephone flu own aboie. t7/Vd tOT2f?9LT°.L SLL17SS2606 dM3-el3ENfl1 81 1:WOJd L2:e0 S002-t71-èlW