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Plans (4) BUP2019 -00081 ( 5/g ) 0V:V1Cf,C0p( 11 V p Q:o ► 9 o 0 o g RECEIVED 2 6 2019 1OCITY OF TIGARD City of Tigard g���S BUILDING DIVISION Appro (ed Plans By Date )-:5� 1 .4 8- Shop Drawings 111 4 6 7 9 11 LEVEL 1 FOUNDATION AND FRAMING PLAN KEYNOTES: `pucrugq� II �s ��aEOPROfffJ 1. 4"CONCRETE SLAB IN HATCHED AREA WITH#3 AT V-6" 0/C EACH WAY OVER CRUSHED 3/4" �5 52 mils MINUS AGGREGATE BASE PREPARED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. f8�s 4 �`° INE�R y9r PROVIDE FLOOR JOINTS @ 15'-0"0/C MAX EACH WAY PER 131S3.01, (COORDINATE WITH ARCH.). at a 0 1.3.00 y d 52 mile 5 B I I I I I 1 VAPOR BARRIER PER ARCHITECT. � � 6 P1' o, P11 52 mils R4 P11 ( I 2. 718"T&G PLYWOOD APA RATED 48/24,W/GLUE PROVIDE 0.131'0 x2 Yz"RING SHANK NAILS @ 4"O!C � ae o 1 �1 - - B Pt 1__ �__ _ . - EDGES&V-0"O/C FIELD. RUN FACE PLYWOOD PERPENDICULAR TO SUPPORTS AND STAGGER END r y �� ' P _ JOINTS. BLOCK&NAIL ALL EDGES @ 4"O/C. p 52 mils I I 1 I I 1 3. DECKING PER ARCH. W ryY MER0.IVV� _ ° r I° D I I I I 4. STEEL EMBED PER DETAIL 8/S3.01 AT ELEVATOR RAIL BRACING LOCATIONS. CONTRACTOR TO ////''����'"'1111 1264 z P11 - COORDINATE WITH SUPPLIER. EXPIRES: 12-31-20 _ 5. SEE SHEET 53.03 FOR STAIR FRAMING DETAILS. Rei I i4 6. PROVIDE 26 SUDS @ V-0"O/C. © SIM. i '- D 88 mils I I I I I 7. PROVIDE(2)1 %x11 %LVL'S BELOW JAMB. ATTACH TOGETHER WITH(2)0.131"0 x3 Y4"NAILS @ V-6"O/C. z o E 9 r P10 A 8. PROVIDE SIMPSON 'WPU1.81/11.88'HANGERS EACH END, AT DOUBLE LVL'S PROVIDE SIMPSON (~ V a L) I'I-1 98 mils S3.04 I I 'HWU3.56/11.88'HANGERS. PROVIDE 0.162"0 x2 Y2' NAILS INTO NAILER. O. n L 'J g 8 I I I Q8 8 STORMWATER PLANTER 9, 2x10 D.F.#2 WALL SUDS @ V-4*O/C. a o 52 mils 11 P10 I PER ARCHITECTURAL I 10. DECK TIE PER DETAILS 41S3.04 AND 5/S3.04. W L L J O 12 I 53.0, SIM DRAWINGS. 11. KEYNOTE NOT USED. o s3.01 R5 I I© 12. KEYNOTE NOT USED. 5 � I D 98 mils 3 4 13. HSS tOx4xYa OUTRIGGER PER DETAIL 10/53.04. V m S3.0, © 1 r C C I 53.01 C I C I 14. FOOTING TO CUT BACK AT SENSITIVE LANDS DESIGNATION LINE. p C I .; P10 R5 © R5 R4 R5 R5 - - © NOTES: W F o r "1 98 mils © R1 J Fr - - - - - - - - - - - - - - - - - - - - - �j1� VERIFY ALL CONDITIONS WITH ARCHITECTURAL DRAWINGS. ~ ; _ _ _ _ _ _ _ _ _ _ _ r _ tRETA/�/J ALL POSTMAMB CALLOUTS ARE FOR WALLS ABOVE. (ABOVE FLOOR SHEATHING)ALL 0 ; 52 mils s3.o4 1 JA3 R5 r r 1 -1 r rR6 I BEAMS/HEADERS ARE FOR FRAMING BELOW. (BELOW FLOOR SHEATHING). RUN ALL POSTS AND L. P10 JAMBS CONTINUOUS DOWN TO THE FOUNDATION, WITH SQUASH BLOCKING IN JOIST SPACE, PER p I 't I I 11 10 I I P21 I 10 I I F I I DETAIL 3/54.02. °t o BB °D I I 10 B R 5 r D I I s3.0t 1 I s3.01 © I I I ( I B 53.°t I ( I I I I 5 SHOULD BE NAIEUNLESS ID FASTENEDSE NOTED LPER THEISHEARWALL SCHEDULEOR WALLS SHALL BE EAS 7YPE'A'WALLS.ATHED WITH HALL HATCHEDS3.OtJ © EATHING AND © R1 R4 OB I I 12 >l pWALLS ARE SPECIFICALLY CALLED OUT AND SHOULD HAVE CONNECTORS AND NAILING PER THE P8JA6 r JA2 © 53.Ot .AT SCHEDULE.11 P3 DR5 P3 © I R6 I IINING HEADER JAMB STUDS SHALL BE THE FOLLOWING U.ON.: _ S3.oa TMP' R6 6 u 2 I Li ALL OPENING WIDTH OPENING WIDTH 5U"TO 8'-0 : (1)2xRIMMER TRIMMERNAN(D)2x KING STUD. (2)2 KNG S UD. =R61211 JM1 11 I ® 12 P3 SEE DETAIL 7/S4.01 FOR NAILING. ° s3.ot 1 SEE DETAIL 5/S4.02 FOR TYPICAL'ATS'WALL CORNER FRAMING REQUIREMENTS, U.O.N. o D I R6 © I °° I JA2 I I I P2 I I 11 1 P2 52 mils F SEE DETAIL 6/S4.02 FOR TYPICAL'ATS'WALL INTERSECTION FRAMING REQUIREMENTS,U.O.N. #.- I a R6 33.Ot I J 4 SIM. SEE 8/S4.02 FOR TYPICAL INTERIOR WALL TO EXTERIOR WALL FRAMING REQUIREMENTS WHEN J ; R1 �P -t 1 R5 1 L. - J L - L _J ( St.01 HOLDOWNS ARE NOT PRESENT, U.O.N. » N P11 L 1 P3 P3 1 : DENOTES WALLS THAT ARE WITH PRIVATE UNITS THAT ARE BEARING WALLS,SEE FRAMING o _ _ 52 mils _ �1 D R3 P3 P2 P3 B SCHEDULE ON SHEET S1.02 FOR FRAMING REQUIREMENTS AT ALL BEARING WALLS. 0 _ ! 1 JA3 2 R1 JA3 R4 D R4 P3 P3 C D RS E D E E D E j11 D - FRAMING LEGEND POSTS FLOOR AT ROOF JOISTS CC RS D St.ot 11 O R4 _ _ - _ _P2_ RB _ _ R4 _ RB_ _ _ RS P1 6x6 POST(P.T.AT EXTERIOR) J1 11 '/e"LPI 18 @ 2-0'0/C O TMP. ( 1 ]\ S3.°t - - HEADERS P2 (2)2x(SIZE TO MATCH WALL) J2 11 %V LPI 18 @ V-4"O/C -1 </ 1 H1 4x6 P3 (3)2x(SIZE TO MATCH WALL) J3 LVL(2900 Fb 2.OE) 1 %°x 11 %"@ V-0.O/C Rt I I JA3 P11 © R1 E © P3 J - I I �/ H2 4x10 P4 (4)2x(SIZE TO MATCH WALL) J4 1 Y2"x 5 Y2"LSL(1.55E) @ 2'-0 0/C P11 PS P2 R6 9 JA2 T R1 R4 - - - - - - - I R4 Rt © 1 G H3 8x8 P5 (5)2x(SIZE TO MATCH WALL) J5 (2) 1 Y2"x 5 Y2"LSL(1.55E)@ 1'-0.0/C 52 mils P3 O I I I JA2 I 10 R7 H4 4x8 P6 (6) 2(SIZE TO MATCH WALL) J6 9 Y2"LPI 18 @ 2'-0'O/C B ( 53.01 ( I H5 3 Yz x 11 %e GL P7 4x6 POST(P.T.AT EXTERIOR) J7 2x10 @ 2-0"O/C _Z © r' r r JA2 E - -1 TYP. I C I I I A° I ° 4 5 / H6 5Y x7Y GL P8 6x8 POST(P.T.AT EXTERIOR) JB P.T.2x10 H.F. #2 @ 1'-4"0/C �„� 0 R6 6 52 mils I R6 6 B I O S3.o S3.° ,- H7 5Yx10Y2GL P9 GL5Y2x7Y2POST I 11 33.04 1 I I P3 P2 I JAz H8 5 Y x 11 %8 GL P10 HSS 5x5xY4 CONNECTORS (SIMPSON-STONG TIE) N 52 mils S3 04 SIM. D © s3'Ot S3.0, 1 ® - - - J I RETATYRINING BSS P11 HSS 54XY2 C2 'ITS' C4 O © I R5 L - - - J I I I I- JA2 RETAINING C3 'MIT N = 4 I WALL Bt 13/4 x 5Y2 LVL JAMB SUDS C4 'HU ('HUC) H 0` W Ptt - S3.04 3 52 mlis 82 5 Y2 x 9 Y2 GL JAt 1 2x TRIMMER + (1)2x KING C5 'HB' Z m R5 I JAZ p 52 mils 52 mils I F R4 B3 3Y2 x 11 %GL JA2 (1)2x TRIMMER + (2j 2x KING C6 GLT O R4 5 B 14 84 5Y x 11 %B GL JA3 (2)2x TRIMMER + (1)2x KING C7 'DSC5R/L'(DETAIL 10/55.01) Q a 52 mils 1 - - - I I 1 1 S3.04 P11 I R4 I I /, B5 5Y2 x 11 %43 GL RIM BEAM JA4 (2) 2x TRIMMER + (2)2x KING C8 'GLS' �' Q r © D r 1211 I I B6 6�x 13 Y2 GL JA5 (2)2x TRIMMER + (3)2x KING C9 'HTS30C(TRUSS/BEAM TO STUD) C LLI 1 L - - - J B7 ;MM JA6 (3)2x TRIMMER + (2)2x KING C10 'LSTA24'(TRUSS/BEAM TO STUD) G (!) R5 L_ - - - - J 1211 68 JA7 Q O(1)2x TRIMMER + 6x8 KING C11 'HTS30C (DETAIL 10/S5.01) 0 /n W w 12 89JA8 (1)2TRIMMER + (3)2x KING C12 NOT USED V v U_ _ _ _ B7 B7 17 - �� B10 12 GL JA9 (1)2x TRIMMER + (4)2x KING C13 'LTS12' F- Q U R6 JA2 122 - J I I r C tc 6 52 mile Bt t W 10x30 JA10 (2)2x TRIMMER + (5)2x KING Y Q TYP.AT - - - 1 1 1 53.04 J8 2 NOTES: W >- c RETAINING I - _ f _1 122 71 I I TMP' 53.04 3360 TYP AT 1) ALL BEAMS SHALL HAVE SUPPORT POSTS STACKED DOWN TO FOUNDATION SLAB AS NOTED PER PLAN. IF POSTS ARE W 0 c 5 WALL 4 I 1 O JA2 1 33.ot I 3 RETAINING NOT CALLED OUT DIRECTLY ON THE PLAN PROVIDE STACKED STUDS THE WIDTH OF THE BEAM DOWN TO U Y 5 WALL L FOUNDATION SLAB. PROVIDE MATCHING SQUASH BLOCKING IN JOIST SPACE WHERE APPLICABLE. SEE 3/S4.02. V a- O 3360 3360 I I I I 87 7 87 00 53.02 2) (D)DENOTES DROPPED BEAM. Y = W U I I P2 O 53.04 3j (R) RAISED BEAM OR HEADER. (� t~ Z Z TYR H 4 J8 5 RETAAT ' O NII D - - - - - - J ID I-P3 P3 33.02 33.02 WALL sa o3 Red Rock Creek Commons Q / - - - R6 R51 SIM. 4 C 87 B7 W V7 �J ► R4 ©TIP. 12 , I C S101 1 11 B8 Advanced Fireproofing & Insulation Co. °� o 1 S3.01� I I ° „ 1 p g o, Z 0 m m 5403 yIntumescent Fireproofing O Y Al2 © _ I 5 °� - - Shop Drawing November 8th 2019 U D _ �. G p g 54.03 s3.oa PS P3 (R4 1 © C 1 11 �y`�,� U 1 I 53.04 0 R311 ,/ i ® 1 I I ,o Prepared by Brad Hardy, Project Manager 509-924-6709 : D s3.ot I R5 /��� SIM. S Ut RS- - R5 - - R6 O 1 12 5��y FOUNDATION PLAN IP2 � - - - - - - - - 11 I - D - C I R6 P3 P3 33.04 I I I 1 � General Fireproofing Notes TMR1180 3N0 . P2 ' R IDI i 3 ® / Thickness indicated at columns pertains to columns 09.30.2019 I IR5 5301 / running from Level 1 up to Level 2 only. f 3 53.0, z P2- / - - -( I ) 52 mils This symbol denotes thickness in mils of J3 1 - �J I 7 J, R4 / " Intumescent Fireproofing required at column. 2 I I D I C t I II R6 i RS 2 - AT ALL FOOTINGS EXCAVATE THROUGH EXISTING FILL FOR BEARING ON UNDISTRIBUTED NATIVE SOIL, GEOTECH TO \� OBSERVE ALL FOOTING EXCAVATIONS. Z PR-03 \ " / VERIFY AND COORDINATE TOP OF FOOTING ELEVATIONS WITH ARCHITECTURAL DRAWINGS, CIVIL DRAWINGS, SITE S A 3 R4 i 13 CONDITIONS, ND OTHER TRADES. 11.04.2019 s3.ot 10 I 1 AT ALL RETAINING WALL FOOTINGS, GEOTECHNICAL SPECIAL INSPECTION REQUIRED PRIOR TO INSTALLATION OF 1 I I I I Jg /' FORM WORK. s3.oa DURING WET WEATHER, 3"LAYER OF LIGHTLY TAMPED%'MINUS CRUSHED ROCK SHOULD BE PLACED AT THE 4A BOTTOM OF FOOTING EXCAVATION. 1 2 3 5 8 10 11 NORTH LEVEL 1 1 FOUNDATION AND FRAMING PLAN o 2' 4' 8' 5 S2 .02 32.02 SCALE: 1/8*= V-0" d 0 0