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Plans (101)
00, -,5 --‹ /C-A 3v Si s -. i Ai c_ s i ( LEGEND: Ili ii/1/ '(\___ Paeli1C SS SANITARY SEWER . i 4 1 ( unity SD STORM DRAIN . 449.9- I i 448.3 Desiun _ a 449.6 W WATER LINE 35.8' ® • MANHOLE 12564 SW Main Street Tigard,OR 97223 1 VOP i i CI i ,11 — 450 II CATCH BASIN pl 941-9484 4 1 ,----1 z DATE: 12/11/2015 6.00'fr. , 452 19.4T il 0-. STREET LIGHT c I , REVISIONS \I '"\ I pro, PUE / I ( i 15.00' STRAW WATTLE PERIMETER NO. DATE DESCRIPTION \ 1 A ‘P I CO i I 1// 1 454 --- IP . 1 cDC.)CCO ' I, I EROSION CONTROL . 1 < ir 1 ' 456 -- -- IiHINic_ , . si --1 1 I ,4-- ---1 -, --- < I / „..] ( 0 4581 I t 1 11 ' -- . I, 1 1: , I ------1 1. i 0 , ji BUILDING: 5DR-DL ' I; I SETBACK SUMMARY 9 : ill - ',. I /1" 1 I FF= 467.3 FRONT SETBACK: 20' I, \ BFF=458.3 1 5.00' SIDE SETBACK: 5' I _ il 1 28 I STREET SIDE SETBACK: 15' PLANT (3) STREET , - i ,is 4 1 11 I TREE: 2"CAL., 5rr ; .c,cl I ' i 11 1 (-- : 1 I I 6,340 SFI27 REAR SETBACK: 15' DOVE TREE / '___' ,6, -., 1 — g ,...&, 1 r.3 DAVIDIA---4 . ''' I ' . ni —7 1 GARAGE • - ' 1 , e , , al i E INVOLUCRATA ; e a I ;46°1 1.111111111111E1111 Iminnumm„___ r csi (.1 1 8 III . .IIIIIIIIIIIIIIuumUNIIII _Illij---.11111111111111112................11111 ' I : 4 -464 1 1 laill -----''moNNIIIIi71111 .j 4 I - nillIk '5 1III -. -466 INIIM1111.1111MllellilM"' ---- 11111111--- i I 1 20.00. LOT COVERAGE: ---- , NI 1 r- 4 I -- e.1 IllaW 20.007 24.58' / iq , PUE LOT AREA: 6,340 SF i 1 \.\ j POLYGON AT 0 - ---- , • ‘, -11 BUILDING FOOTPRINT: 1,826 SF T \ I , \ : il, i , _________„ BULL ----1. 1 . COVERED PORCH: 54 SF MOUNTAIN 468.0 _......e2111111 ....efreagi 111111MIN"'"--- M.,..rem _ -0 1 a5 liMililiMPSIFINIWAVAL.. ..a_ _ Alla i CANTILEVER LIVING SPACE: 12 SF / ,.1 46,4.2 , SIDEWALK " -Tv) v) COVERED PATIO: 0 SF '07) M \ M , t:lk '15- -,- /M , _ J IY%-- i %Pr cr A ...3 WATER METER -„ DECK AREA: 222 SF co SD SD $D SD " SD \ SD— I SD 1 \ SD LOT 28 STORM LATERAL TOTAL COVERAGE: 2,114 SF 0 00 PLOT PLAN ,i5 N i• / SW SEINE DRIVE / _,, _- 0 \/ ..e ----;;N'j, SANITARY LATERAL / '''--i s h& " S / ss • 'CS ss I 33.3 % 21, -5.,/ /4 „ / -, lif _c ' a \ / ....c4.....„ _ 1.. — PLANT (1) STREET / IMPERVIOUS AREA: 2,726 SF c TREE: 2"CAL.ilia- matimiammr-iimummom' 1 a E 1 w N GOLDENRAIN TREE / ' 1111.11.,4111- TD "1.."- \ 1/17-1.11"lw-1/11011-. 111V- 1005.1111.1•1077 F_ KOELREUTERIA \ mia _ ___„iiii„„imit , „mos -.. _ - _ ____ _ 7 PANICULATA s 7 N.,„ , _>, ; ./ "-, l - 71411111111Pr' ----- 4 --'" ,.._ j., ,r - --,t a POLYGON NORTHWEST (503) 221 -1920 2S1W8 0 PROJECT NO.: 395-031 CA TYPE CONSTRUCTION APPre‘,/C. 1 :;0 '-':-r SCALE REVIEWED BY- PRE c7) LOT 28 (R-4.5, LARGE) Date: /-2./I / 11 0 20 Ln a• (a POLYGON AT BULL MOUNTAIN Initials: his, P-: 15230 SW SEINE DRIVE 1 INCH=20 FEET Z POLYGON PLAN OPTION:50 BASEMENT WITH JOISTS PL15-344 UPPER 10/13/2015 14"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS Products Q START FRAMING HERE > PIotID Length Product Plies Net Qty y RM1 RM1 48-00-00 1"x 14"APA Rim Board 1 - 1 RM1 40-00-00 1"x 14"APA Rim Board 1 1 iBM2� ®�� RM1 38-00-00 1"x 14"APA Rim Board 1 1 RM1 12-00-00 1"x 14"APA Rim Board 1 2 II RM1 8-00-00 1"x 14"APA Rim Board 1 1 RM1 4-00 00 1"x 14"APA Rim Board 1 2 RM1 2-00-00 1"x 14"APA Rim Board 1 2 N N ;N N N N b b o o 0 0 0 o BM2 7-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1 LL L U- U- U- U- U- U- LL LL LL LL U- U- LL BM4 12-00-00 3 1/2"x 10 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 ILL LL LL 8 S S S ;8 5 BM7 21-00-00 5 1/2"x 16 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM1 21-00-00 5 1/2"x 18"Glulam(1.8E 24F-V4 DF/DF) 1 1 BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 0 o BK1 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM9 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 _ ./�A•:- - r M =. ._ ® BM10 12-00-00 1.5 RigidLam LVL 1-3/4x 14 1 1 iii a M3I ®' EM'.i BK1 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 O LL BK1 9-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 -. p 11 BM8 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 - °.I �;®;$ .°_°°-` ° -El lai BM9 5-00-00 1.5 RigidLam LVL 1-3/4x 14 1 1 E ,� LL ^LL BM12 17-00-00 3-1/2 X 14 BIG BEAM 1 1 m c 7/ c c, co c, A BM5 9-00-00 3-1/2 X 14 BIG BEAM 1 3 - 17/0- BM6 7-00-00 3-1/2 X 14 BIG BEAM 1 1 o 4 BM3 5-00-00 3-1/2 X 14 BIG BEAM1 1 __ IBMSI . _ 14BM11 4-00 00 BBO2 1 1 01 -;:�«.�s�:�.:�'--meq. _,d — - �oi`.._ ,p3_Ic.0 _ FLOORLOADING IBKI=BLOCKING 4O LLIII: °I RMI=RIM BOARD 15 DL ° ACCESSORIES QTY I. 0 TH017140-2 26 I © TFL1714 3 I 1 Lo :N u� ,Lo :V 1 X 14 OSB RIM FOR SHEAR BLOCKING 22' 0 0 o 0 Q LL Li a ILL u Q CONFORMS TO DESIGN CONCEPT co ro m m ,e„ v LL U- :U- U- w o o o `.o to o © HGUS412 1 [J CONFORMS TO DESIGN CONCEPT WITH LL :LL LL LL LL ILL lir. - '.LL LL U- LL LL LL REVISIONS AS SHOWN I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I 0 NONCONFORMING-REVISE AND RESUBMIT rI£ m 'HIS SHOP DRAWING 14AS BEEN REVIEWED MR GENERAL CON,CBRAICE ! REFER TO STRUCTURAL PLAN FOR ADDITIONAL WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE (A0 I : e POST TRANSFER BLOCKING EABPICATOR/VENLION OF RESPONSiB:LITV FOR CONTORR4ACE WITH THE I `6-0 4 ! AND SHEAR BLOCKING REQUIREMENTS. DESIGN DRAWINGS AN SPECOFICAT:RNB ALL OF r00CN HAVE PRIORITY BM' I / �' OVER THIS SHOP OAAVYING s_4.- ^-=--=1-. �_ ,J-' - By:MAP DN'e A3AA =_ _ _ K1 HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. 10/13/2015 6-0E *-- I CT ENGINEERING INC ro� FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIAI f= IBMSI IRM1I L2 i — Q CONFORMS TO DESIGN CONCEPT d RM1 ILII` \I- I 0 CONFORMS TO DE5IGN CONCEPT WITH I REVISIONS NOTED JOIST WITH RIM 0 NON-CONFORMING-REVISE&RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEW®PER GENERAL CONFORMANCE SHEET 3 OF 3 WITH DESIGN CONCEPT ONLY AND JOBS NOT RELIEVE PIR FABRICATORNENCOR OF RESPONSIBILITY FOR CONNERY...WITH HSI, EPRIVINGS SPECIFICANONS,MO APPLICABLE LODES,ALL CF WHICH HAVE (24x36 SHEET) SCALE: 1/4" = 1'-0" PRIORITY OVER TAN SHOP DRAWING. By Jeremy Karr Date 10/16/15 Pacifi F. umber MILBRANDT ARCHITECTS & TRUSS COMPANY n PACIFIC LUMBER COPYRIGHT 21115 ROSEBURG FRAMING SYSTEM" - i quality engineered wood products for today's builder" These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 201 5. Www w,",d'� ,I' I' � The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RIGIDLAM-LVL RIGIDRIM" soup s�oc-u� i Company.which retains copyrights to and ownershipof theplans.Use of theseplans byanyother � ,",,,,,,,r.<,"rte;.,. To aena;ve ee�or,. p y. K-, - Dsru�souEA 01.1occs product supplier other than Pacific Lumber Company is strictlyprohibited.Unauthorized use or '/1i .. ».. _ `II/ INTALLSl,e. nei.0 P PP P pp ROSEBURG FOREST PRODUCTS ROSEBURG FOREST PRODUCTS G ---- _ copying of these plans,Infringes rights under the Copyright Act.Infringes face liabilities that include \�� penalties of up to$20,000 per work infringed,and$100,000 per work infringed willfully. -IONe�o TO E40; RFPFJOIST ...-1. * ROSEBURG WETS,PRODUCTS Pdd,d1 II CONTRACTOR NOTES: DEM/GN NOTES: °°"-'-''°° 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS 742, "'°'"'"a,.--S MAIN FLOOR JOIST LAYOUT 2)ALL FOOTINGS PER DESIGNER'S PLAN MEET OR EXCEED TDHEOLIVE LOAD '°° (UNLESS NOTED OTHERWISE) SCALE: 1/4"- 1'-0" 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPI BLOCKINGPANELS NTH BEARING NALL ABOVE POST LOAD TRANSFER DETAILOF L/450 (UNLESS NOTED OTHERWISE) N.rs. N.TO, 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOADING: 5)PROVIDE PROPER SUPPORT AT ALL psf VOD 12 D SHEARWALLS 1 p5f DEAA D LOAD - (DOUBLE) 1 1-3/5 RFPI-20 5 1 P.2"O.G. - (DOUBLE) 1 1-3/5 RFPI-20 5 1.1.2"O.G. - SLEEPING AREAS: 11111 ,I THIS 15 A PLACEMENT PLAN ONLY. 50 sf LIVE LOAD , SEE SHEATHING NAILING ATTACHMENT NOTE SEE SHEATHING NAILING ATTACHMENT NOTE INN® This layout is to be used in conjunction with p y J 1 2psf DEAD LOAD START START Architectural/structural plans.Verify all shear wall blocking placement and connectors ROOFLOAD/NG: FRA7iING FRAMING HE HERE y prior to any construction. 1 p f DEAD LOAD Purchaser responsible or approving this his 25psf LIVE LOAD B3 R1 _ _ _ __ _ _B3 ii • i' iii ii II - 11 III l ii li l ', F iI I' JI' J 1 I; J'I l9 R 1 R 1 NI II I .1I� -3 `I' •�7 -3 .Ik -I 3 Ill 11 I ii 1' 1 LIN 13 I J-: - '-'-'il-"'-'1 'h-i ii' 4314-'il -7-'4-----17-4t'i' '// al 11 „, I Ri J9 .�;= -� J5 .� J JB III III ( Il _- --,,-4 ,, ( = I, - - - II -� -� J ��J . -3 .�� j �: .. : 1!11 Li ii,i li ill ill iJ #3J _3Js �,3 W: : R: �: t II III n III V II I _ Ii 1 1 ' i! II a I 11I HI 1 11 Kr '11 III1.111.HOMMIM 11 iht a Ill BzII IN 62 f .1 Ili '. R, _ Q CONFORMS TO DESIGN CONCEPT \ -•,—._ _ ,—rte :�Rsl i 0 CONFORMS TO DESIGN CONCEPT WITH h ' �.i� !X11 ) i REVISIONS AS SHOWN II II NON-CONFORMING REVISE AND RESUBMIT -'iII N ii II 11 THIS SHOP DRAWING HAS BEEN REVIEWED POW GENERAL CONFORMANCE !! WITH THE DEBIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 11 11 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE 11 I 1 DESIGN OAA'NINGS AND SPECIFICATIONS ALL OF MICH HAVE PRIORITY `� 1 OVER THIS SHOP DRAWING. I-11 ` I II ii 1 \ ;. II _1 . 11. 10/13/2015 i= - -_-- CT ENGINEERING INC I By: MRP Da*e il JP�2 1 1 'Ii I "I''2 2 II 1l q 1 4 `-'i R 1 R 1 !I El CONFORMS TO DESIGN CONCEPT '. ' CONFORMS TO DESIGN CONCEPT WITH -I4 _4 J4 JIfL',J4 Jith J .S J2 2 J2 4 J 4 • J2 JR • J12 .h ' J14 J4 J' J ❑REVISIONS NOTED _. ii ! Il II ! 'I I I 0 NON-CONFORMING-REVISE&RESUBMIT y it II II _ REVIEWED GENERAL CTNFORSSNI.E THIS SHOP DRAWING HAS BEEN 4 IEti D FOR 4:4 _�I-_____ '_. __ WITH DESCN CONCEPT ONLY AND DOES RELIEVE L - - - FABRICATDRN NDR D RESPONSIBILITY R CONFORMANCE WITH DESIGN ' J 2 ii J 2 r DRAWING.SPECIFICATIONS AND APPLICABLE CODES.ALL O.WHICH PANE 11 1 1 , .I PRIowrYOVER THIS sHDPDRAWING . , 1, 1, li By Jeremy Pfarr Date 10/16/15 II11 MILBRANDT ARCHITECTS 11 11 i I 1 PORCH 111 , PORCH i t R1'. IMPORTANT-/ I REFERENCE INSTALLATION GUIDE FOR ALL FRAMING 1 1-1/a RFPI-2o e,9.2"ac. 1 1-1/5 RFPI-20 5 14.2"0.C. DETAILS AND I-JOIST INFORMATION LEGEND: FL 1 5-344(Main) ® DOUBLE-JOIST CONNECTION SPECS � I_ POLYGON PLAN OPTION:50 BASEMENT WITH JOISTS Filler blocking is not structurally required provided both (H -HANGER CALLOUT Mrk• Material Width Depth Grade Qty Gut Lth Tot Lth I-Joists are continuously laterally supported by pacifi �a umber \J R t o5B Rim 1 1 1/e a 16 12 a connection to the sheathing at the top flange.In ® -SUPPORTING P05T addition,the joint in the sheathing Shall be positioned p 1 !I C t C OM PA N Y B t RigidLam LVL 1 3/4 t 1/e sE 2 4 e over the center of one of the two top flanges to assure ve TRUSS J ® -POST LOAD ABOVE 52 RlgidLam LVL 1 3/4 1 7/5 1sE 1 6 6 shear transfer between sheathingpanels. R -RIMBOARD 63 Rigid-am LVL 1 3/4 1 1/5 1.5E 1 22 22 // p 1051 5 5W ALLEN BLVD BEAVERTON,OREGON 97005 (503)855-4553 .�1 BLKG 1.75 LVL 1 3/4 1 1/5 1.5E 50 3 90 Fmre•W;l. LB -LVL BLOCKING J52 BLKGRFPI-20 C 3/4 1 1/5 15 3 45 Sneatntng'�. ,ya zv,a cs:a z,rr 3vr J5 -JOIST BLOCKING J1 RFPI-20 1 3/4 1 1/5 14 15 252 w m.^, M N M. a N W - MnLAN DESCRIPTION/NUMBER: 50 BASEMENT WITH JOISTS J2 RFPI-20 1 3/4 1 1/5 6 25 16t7 - • '^ - M. CUSTOMER: POLYGON J -JOIST CALLOUT J5 RFPI-20 1 3/4 1 1/5 54 22 145 DBL I-4015T WITHOUT FILLER CONSTRUCTION MI box r ,• z ,e z 24. r m z za PLAN DATED: 10/8/15 B -BEAM(FLUSH w/JOIST) 44 RFPI-20 1 3/4 1 '1/5 5 24 144 N.rs. 10clor.1. z 1 En : ,• r zP z z< z za HDR -HEADER(BEAM BELOW JOIST) J5 RFPI-20 1 3/4 1 1/5 3 4 12 i,,,, DESIGNER: KAMI L.HENDER50N DATE: 1 0/1 3/1 5 550-BEAM BY OTHERS Accessories H1 !MIT 1 1.55-or-1771 1.55 5 PL 1 5-3 4 4 MAIN SHEET:2 of 3 ROSEBURG FRAMING SYSTEM— =====',-. YSTEM`" - tt „ 1 PACIFIC LUMBER COPYRIGHT 2015 quality engineered wood products for today's builder- "°fYCi°w`"'-`^ ,m gym These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 201 5. The plans maynot be re-used or copied,in whole or part,without written permission from Pacific Lumber 'm N ,II I• i Comany,whih retains copyrights to,and ownership of the plans.Use of tese plans by any Other RIGIDLAM LVL RIGIDRIM� r''''''' souv'wcK nu rows raon soy' ,, ra e'r,Ruo"�orv. 1 Rte, ,,III �usru�sounsxe,nccs product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or ROSEBURG FOREST PRODUCTS ROSEBURG FOREST PRODUCTS AIM d o.�.wM, en sc��I,e.„nrcx copying of theseplans,Infringes rights under the Copyright Act.Infringes face liabilities that include G - -- BELOW T.aenarBOVEKs na 9 9 9 $y 9 �� `` BELOW TO rosy ABOVE penalties of up Co$20,000 per work infringed,and$100,000 per work Infringed wlllfullN. � �Pi ' RFPI_JOIST ' CONTRACTOR NOTES: 0E516N NOTES: >,,.,,,'.,, 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS F,m•p5,"="-''''' 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR r:E„,,,,,..,,w (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RF%BLOCKING PANELS YUTH SEARING HALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/430 N.rs. N.TS. 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOAD/N6: 5)PROVIDE PROPER SUPPORT AT ALL psf V 12DEAA OD SHEARWALLS 1 psf D D LOAD SLEEPING AREAS: START START TH/5 I5 A PLACEMENT PLAN ONLY. 3Opsf LIVE LOAD .1-1/2 RFPI-20 a 16"O.C. 9-1/2 RFPI-20 a 1 6"O.G. This layout is to be used in conjunction with 1 2psf DEAD LOAD Fj�AMING FRAMING Architectural/Structural plans.Verify all / ERE HERE I shear wall blocking placement and connectors ROOFLOAPIN6: PATIOI / I PATIO Purchaser responsible for approving this 25psf LIVE LOAD a layout prior to any construction. 1 Tpsf DEAD LOAD I I — iII ; -- t L - 11 II 11 It tt .1 115 11 I* II. I i ')�� II I 1 j , l I 1. I 1,1 T' jIlI J{ti J4 J,�',}J4 J4.d4.#i J J4 I -1 -1 41 _�1 _1 _1 1 .,1 _1 1 _1 .11 Ii _1 _1 _1 .111 J 1 . 1 JIl J1 J4 J I Jo J n 11 J;1 J 1 J J 1 J 1 J 1 J.;1 J1 .�4 J 4 R 1 R 1 .�;4_4.14 J4 4_4 • .�4 • ��F J4 4.�4 -11 I 1—It-_ 1 1 I_ 1\ 1 l1 11 11 1 � J ' I 1 12 0 Il ® 0 1 1 11 1 it ® I El II I El I i I, I 1 1 �I j 1'I sy j! ! i I,- II ii 1 J 11 I ' J1� I h »1 I s --,!1— - 11 ----1,- ----,-----_L____—,— ' �_ I1 i __ ..__ � � / \ 2'-5 1/5 2'-3 1/3" 4,1 \. I I ` I I PORCH - PORCH � {MPORTAN77 I REFERENCE INSTALLATION I I I GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION LEGEND: PL15-344 (Basement Floor) pac'lf umber POLYGONON PLAN OPTIPTI ON:5D BASEMENT WITH JOISTS 0._.HANGER CALLOUT Mrk# Material Width Depth Grade Qty Cut Lth Tot Lth ® -SUPPORTING POST J1 RFPI-20 1 3/4 9 1/2 15 20 300 8[ TRUSS COMPANY ® J2 RFPI-20 1 3/4 9 1/2 2 10 20 ', POST LOAD ABOVE J3 RFPI-20 1 3/4 9 1/2 2 2 4 BASEMENT FLOOR JOIST LAYOUT R -RIMBOARD J4 RFPI-20 1 3/4 9 1/2 15 22 255 10515 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)655-9563 R1 OSB Rim 1 9 1/2 4 16 64 SCALE: 1/4"= 1'-0" LB -LVL BLOCKING PLAN DESCRIPTION/NUMBER: 5D BASEMENT WITH JOISTS JB 1 BLKG 1./5 LVL 1 3/4 9 1/2 1.5E 24 3 12 JB -JOIST BLOCKING JB2 BLKG RFPI-20 1 3/4 9 1/2 1 T 3 51 CUSTOMER: POLYGON J -JOIST CALLOUT PLAN DATED: 10/5/15 B -BEAM(FLUSH w/JOIST) Accessories H1 ITHO 1 T 950-or-ITT9.5 4 DESIGNER: KAMIL HENDERSON DATE: 10/15/15 HDR -HEADER(BEAM BELOW JOIST) 4 BASEMENT 3 PL 1 5- 4 FLOOR BSO-BEAM BY OTHERS SHEET: 1 of 3