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Home My WebLink AboutPLANS - 13-00093 - 1103 Greenside Loop - SFRA'11, �� r v ~ h 87'-2' O e 0 N N ,—I • py.1 CN 1.4 N Cie r;f O v�g LL z 0 U MAIN FLOOR PLAN REVIEWED FOR AREA � 1,103 9F PLOT SCALE: I/B' COD COMP NCE UILDDINQG�INSP OR �.1 IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL ASPECTS OF THESE DRAWINGS PRIOR TO CONSTRUCTION. REPORT ANY DISCPREPANCIES TO J.B. KAY PRIOR TO PROCEEDING. 3/ at// /�� I /�` r it -s• ze'-tB 1/z' 1J' -B 7/2• 1r-1• 1'-9 1/2' R' -B' Y -B' 4'-5 1/2' 4'-5' J' 11 1/2' ♦'-0 1/2' B' -B 1/2* 1'-B' 4'-8' 3'-5' 2'-0' 3'-3' J'-0' 7-0•' B' -7T 7'-10 1 2• B' -a 1/2" b arena• � rax rover I roar / rlcLle ---------------- /'� � � veva• .awry vcwo• . /tl Type X CTVN>um Wall VOard! -`� -------------i 41 CLo ------------- -------------- ne - � ® K. � On Garage Side To Top m �9 p Of Rafters GI On Ceiling I U bIf Not ProtceetedToRoot «0�Y' � h ever s: I ® O ROOo d� a GARAGE 2 � I , I CAMTM1IVIR r 1 Y C� • 1 I 1 I Vz�ti � 1 r I 1 m � I I NLL eAIRKlTa _____. I ire M wcKlRle I 1/ ■e I 1IOx C0.'I1 I I yh, M M BED 2 i��IC QCC@SS 11',•x11'°' oRToll OFFICE IlIOVIde22'9(S()r mim. eccesswhere BED 3 n'o'xlrr attic char height exceeds 30" ® rows oil aroxo• I 1 zr ti ------------- I GARAGE 1 1110'x1616 ' b T I I I h h Y in I I I I ^ I I n b eowrn H h 15'-10' 11' -IC 14'-0' as• -z' r gN Ao 3y$ e7'-2' 311111 Willi n ! N n ^ O � xA • rl N 1n �— ro z § Y IL L N z I y� V H F m U p„ ,7� O U BASEMENT/FOUNDATION PLAN 2140 SP PLOT SCALE: 1/8' i HORIZ 8 VERT 2AR4 8' WALL 2 IN TOP 12" REVIEWED FOR > CODE COM ANCE ti 4' WALL VERT 48" O.C. HORIZ 24" O.C. W/ 1 TOP 6" BUILDIN INSP OR �A3.1 IT IS THE CONTRACTORS RESPONSIBILITY TO RENEW ALL ASPECTS OF THESE DRAYANGS PRIOR TO CONSTRUCTION. REPORT ANY DMCPREPANCIES TO J.B. NAY PRIOR TO PROCEEDING. 2]'-5' 29'-10 1 2' 17-3 1 2' 19'-]' ]'-4 1 Y 72' -II 1 2' T-1' 13'-] 1 2' S'-0' S'-6' 4'-1' 3'-4' b 12'-S 1 2' 4'-J 1 2' 4'-11 1 2' !� T TLW�,e IOR PRe-eTlleelW lMMe I Ie111'O'M'O' I I BED 5 BED G O �bpJ c I I 1 eM. neCH FAMILY ROOM eL�c°x'�'�uT •uL /. / ,�^ ` •ox 33'6'x1'1'1' f, SUB -LEVEL GARAGE I 1/ I 1 J CL. eigcQ°c-8BT ii •wL `�� • � rLWoe FOR PRe-eTReeleD GlA"e-__- -_ - BED -4 BATH 3 � STORAGE 14"1'x13'6' � ROOM it eL _ T II CpG� qq I TOMO ,JLC eTOR6Ge 1' " � FILLED OMP FwLL 6'_0• II 11 I, II II e]._2. R1 Leishman Residence Main Level Placement Diagram RFP] Joist Placement Diagram DESIGN LOAD5 LIVE LOAD 140# R be,, forsaut Produces, Ojeahshimiry PSF DEAD LOAD 1 5 u PSF TOTAL LOAD I 55 #1 P5F Notes: 1. Please see installation guide for Installation details. 2. All interior walls shown on plan are bearing. 3. Interior non-bearing walls are omitted or dashed. 4. Any deviations from this design may possibly alter engineering specifications. Web Stiffeners: Web stiffeners shall be used for hardware R be,, forsaut Produces, Ojeahshimiry connections where needed. See Simpson This drawing document was created using Information provided Strong -tie or USP Connector Manual for additional by bthem. It is to respo.elbillty of oIn.- to insure the an ... a.,, details. See Roseburg Forest Products Design content, structural n.pahalty of the materials and to obtain the Guide for additional Information relating to approvals necessary for the use of the products Indicated. Web Stiffeners. Roseburg assumes no liability for the preparation or accuracy of the 2 12 1 drawing document. N a T LeiNmen Rosin.. - '.W wore i.'W oc - Place loins W allow Plumbing F.nelodone verily chain - none In plans w1wan Jai Y Rip 1}gti2 Plan dala9 2 Mark Material Width Depm Quantity Cul Length Total Length aloewnv BLi UPI Q$ 2 12 1 117/8 1 8G' W He B9alrosn Ht 715388111.80 1 97 Joins 1 UPI `0S 2 112 1 11 7/8 5 4tl NJ R Upl,toS 2 tl2 fl]/B 3 or 11T B UP,. 2 1l2 It]/0 ] 0] 259 . UPI 40S 2 112 1 11 ]l8 1 2C' 24' 8 UP148$ 2 112 1 117M 1 21 21' . UPI `KS 2 112 1 11 n8 3 19 5T R UPI one 2 112 1 11]/0 is 1H Ve UPI 48$ 2 1/2 1 11 718 ] 17 119 "UPI 405 2 112 11 ]18 W 16 ape10 UPI alas 2 Ta 11718 9 14' 125 n UPI 40.5 2 IR 11118 16 a 12a JI2 Up, alas 2 1. 117/8 ] P ze LVLs 51 3PIy20E lli"d., 1 N4 11]/8 3 1T 51' 52 2 l20E Po0 1 3'411718 2 a 12 03 DPIy 2:]E M9 1 3'4 11710 2 5' 10' Bal 3PIy 2.. 1 3'4 16 3 Zr W PoM. Ri Guaic... 1 110 11]10 1 am 2W' Roseburg Forest Products Engineered Wood Products Code Report Index: IOC E5R- 125 1 I -Joists ICC E5R-1210 LVL 6 LVL Rim City of Los Angeles RR2543 q I -Joists City of Los Angeles RR25680 LVL California D5A PA 131 I-Jolsts Calif orn is 05A PA 136 LVL - Calif ornla 05A AC 23-1 I -Joists PR-L25q (RFPIJoistS) PR-L28q (RlgldLam LVL) PR -1_2-10 (RlgldLam Studs) CCMC 13323-R(Canada) ]-Joists CCMC, 1 331 o -R (Canada) LVL This I -Joist placement diagram 1% to supplement the architectural and structural drawings for this project. It is not Intended to replace those documents. Refer to all plans and details when constructing this project. No engineer seal is required on the placement diagram per 2009 ter, Section 2905.4.2. Drafting service has created this I -Joist placement diagram from architectural and structural drawings supplied by others. Verify design and product selection with architect or engineer of record. No liability is assumed by the drafting Lelshman Residence JOB: RFP I5-oo12 SUINRGC SCALE: I/4 is for DRAWrv: K4R Design 5unroc Bid Mtls DATE: 5-15-15 R O S E G U R G I I SHEET: 1 10990ay9B —'9 I 9432 OF PMne:W0.]4]-]260 FeD92612 1 First Floor PROWCTPIAOEMENTDRAWNOEVK%ROmbL' Framing Leishman Residence Main Level Span Diagram - N&TLeishman 3-13-13 R S E B U R G Main Level Floor System 5:57am Hall @ Bedroom 5 & 6 1 of 1 CS Bi,am 5 klnBemnEngine4.6026 Mntenals Database 1415 Member Data Description: Member Type: Beam Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 460 PLF Deflection Criteria: U360 live, 0240 total Dead Load: 173 PLF Deck Connection: Nailed Member Weight: 10.4 PLF Filename: FB1 In 5 7 0 ED 5 7 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall DFL Plate (625psi) 3.500" 1.500" 1655# -- 2 5' 7.000" Wall DFL Plate (625psi) 3.500" 1,500" 1655# Maximum Load Case Reactions Used rurapprM point cado(or line loads) to catMn, members Live Dead 1 1184# 472# 2 1184# 472# _ Design spans — ----- 5' 1.750" Product: 2.0 RigidLam LVL 1-3/4 x 11-7/8 2 ply PASSES DESIGN CHECKS Connect members with 2 rows of 16d common nails at 12.0" all Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 2130.'# 19905.1# 10% 2.79' Total Load D+L Shear 1019.# 78974 12% 0.23' Total Load D+L Max. Reaction 1655.# 76561 21% 0' Total Load D+L TL Deflection 0.0104" 0.2573" U999+ 2.79' Total Load D+L LL Deflection 0.0074" 0.1715" U999+ 2.79' Total Load L Control: Max. Reaction DOLs: Live=100% Snow=115% Roof=125% Wind=160% 117-117 All pol names are trademarks of ffich poluedive ovmen CopyWht(C) 2013 by Simpson almrg-Tie canpany Inc. ALL RIGHTS RESERVED. 'Passu, is defined as efien the member, floor joist, beam or,deer, sbown on In Ls dame, meals applicable desgn croons for Lords. Lmmm, Conditions, and Spans listed on INs sleet The deli nmust be poll by a poplified dml or des' n nefeal as required for approval. This dmcUnpumea Prodl installalion acconeirm to the menufaduni ss tiGcafwns. • N & T Leishman 3-13 R o s e a u R G Main Level Floor System Mechanical & FR 6:01 nim I of I CS Bean4.605 lJMeanEngine 4.6026 Materials Database 1415 Member Data Description: Member Type: Beam Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 1 PLF Deflection Criteria: U360 live, L/240 total Dead Load: 1 PLF Deck Connection: Nailed Member Weight: 15.6 PLF Filename: FB2 Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Additional Uniform (PLF) Top 0' 0.00" 7' 6.00" 587 220 Live Additional Uniform PLF To 7' 6.00" 16' 5.00" 370 140 Live ao w t`F5``r5 ,,. W .? F:- ,pi:.. -'r .r..•f''-",—� i„��,s.'.'dyvK T'?i. 16 5 0 16 5 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall DFL Plate(625psi) 3.500" 1,794" 5885# -- 2 16' 5.000" Wall DFL Plate (625psi) 3.500" 1.500" 4708# Maximum Load Case Reactions Lead for soil point area for line cads) to carrot members Live Dead 1 4184# 1701# 2 3324# 1384# Design spans 15'11.750" Product: 2.0 RigidLam LVL 1-3/4 x 11-7/8 3 ply PASSES DESIGN CHECKS Connect members with 2 rows of 16d common nails at 12.0" oc NOTE: Nails must be applied from both sides Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 21000'# 31052.'# 67% 7.41' Total Load D+L Shear 50691 118454 42% 0.23' Total Load D+L Max. Reaction 5885.# 11484.# 51% 0' Total Load D+L TL Deflection 0.6559" 0.7990" U292 8.21' Total Load D+L LL Deflection 0.4647" 0.5326" U412 8.21' Total Load L Control: LL Deflection DOLS: Live=100% Snow=115% Roof=125% Wind=160% Design assumes a repetitive member use increase in bending stress: 4% All Woeuct renes are trademarks of their ressedive owrers Copi(C)2013 by simpscn 5tro,g-Tie carries, Inc. ALL RIGHTS RESERVED. 'PeasLq Is del as Men the mwnber, Ikorplsl, beam orglNer, iih— on this d.a, meals applicable desgn cranna for Loi Loading CoMeuns, anal Spmla listed on this sheet. The design must he reviewed by a qualified retainer a di preficationed as re aired forapi Tons casino incurna. roducl installation areahm to the manufaclwer s s edfications. N & T Leishman 3-13-13 Main Level Floor System 6:10am R O S E B U R G Long SS Joist 1 of I CS Beam4.605 kmBemnEngine 4.6026 Materials Database 1415 Member Data Description: Member Type: Joist Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 40 PSF Deflection Criteria: U360 live, U240 total Dead Load: 15 PSF Deck Connection: Glued & Nailed Filename: FJ 18.3.5 SS jr 18 3 8 is 78 38 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall DFL Plate 1 5.500" 1.750" 649# -- 2 18' 3.500" Wall DFL Plate 625 si 3.500" 1.750" 1 Maximum Load Case Reactions Used for applyirg point loads (or line notes) to carrVa, members Live Dead 1 47200(354pli) 177#(133pio 2 472# 354 I 177# 133 I Design spans - - --- - 17' 8.250" Product: 117/8" RFPI-40S 16.0" O.C. PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Lateral support is required at each bearing. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 2868.'# 3545.'# 80% 9.23' Total Load D+L Shear 1 1420,# 45% 0' Total Load D+L End Reaction 1 1371.# 47% 18.29' Total Load D+L TL Deflection 0.4463" 0.8844" L1475 9.23' Total Load D+L LL Deflection 0.3246" 0.5896" L/653 9.23' Total Load L Control: Pos. Moment DOLS: Live=700% Snow=115% Roof=125% Wind=160% Afi pi ramea are trademarks of their respective owners COpyrght (C) 2013 by Sinal Soon, ne Company Inc. ALL RIGHTS RESERVED. "Pena, is deflnel as W hon the member, Mor put beam oi- iNeq drown -into ora., meets applicable deagn crXeria for Loatls. Loadirg GOMlfons, aM Spans lister on Me a6ee1. The des n must be reviewetlb a ualif Mdes n or design rofeeaioral as re uired fora val. TNa tles n a roducl ir,ayllatun acoaNi no Ne manulaUurei as nficetane N & T Leishman , 3-13-13 R O S E B U R G Main Level Floor System Long MS Joist 6:51 am 1 of I CS Bean4.605 A ramligine4.6036 Materials Database 1415 Member Data Description: Member Type: Joist Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 40 PSF Deflection Criteria: U360 live, U240 total Dead Load: 15 PSF Deck Connection: Glued & Nailed Filename: Beams 1 0 0 16 6 0 4 6 0 O 18 0 0 a000 Bearings and Reactions Input Miri Gravity Gravity Location Type Material Length Required Reaction Uplift 1 1' 0.000" Wall DFL Plate (625psi) 5.500" 3.500" 576# - 2 17' 6.000" Wall DFL Plate (625psi) 3.500" 3.500" 1219# -86# 3 22' 0.000" Wall DFL Plate (61 3.500" 3.500" 13749 -- 4 40' 0.000" Wall DFL Plate (625psi) 5.500" 1.750" 527# Maximum Load Case Reactions uaee rar applre paint loa]s (or line loses) io ca„yvq members Live Dead 1 419#(314pif) _ 157#(117p1f) 2 1002#(752pig 216#(162p1f) 3 1098#1 276#(207plo 4 383# 288 I 143# 107 I Design spans 1' 0.000" (left cant) 16' 6.000" 4' 6.000" 17' 7.375" Product: 117/8" RFPI-40S 16.0" O.C. PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Lateral support is required at each bearing. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 1891.'# 3545.'# 53% 32.57' Even Spans D+L Negative Moment 2271.'# 3545.'# 64% 22' Adjacent 3 D+L Shear 775.# 1420.# 54% 22' Adjacent 3 D+L Cant. Shear, Lt 73.# 14201 5% 0.99' Total Load D+L End Reaction 527.# 14204 37% 40' Even Spans D+L Int. Reaction 13744 25004 54% 22' Adjacent 3 D+L TL Deflection 0.2479" 0.8807" U852 31.69' Even Spans D+L LL Deflection 0.1809" 0.5872" U999+ 31.69' Even Spans L TL Defl., Lt. -0.0382" 2U629 0' Even Spans D+L LL Defl. Lt. -0.0280" 2U857 0' Even Spans L Control: Neg. Moment DOLS: Live=100% Snow=115% Roof-125% Wind=160% Left cantilever allowable shear is for joist only �a�i�i All Pvtlud,umas aratmtlemarks of lM1eir resPedive owners C.p,e,ht(C)2013by Simpson Str Tie Can,,Inc.ALL RIGHTS RESERVED. n.a.e fea on thisshort. The "r rt ae e.weMhe membeq lL bere this raM,gmealaapDlicable resignoilena for featsiL ngCoMA Seem fisted asreamast be rrevewed b a palinee assgneror resignprosioasorea as reri her merriment Ties ase n assumes Product trxlalmon a�nmim the neraadmera a aacalions