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Plans BUP2O1 6M01 41 r I?" TYP. I?" TYP. m HSS 4x4: FLOOR SHEATHING, O f2 3/4x9x0'-9" PER PLAN W/ (4) ANCHORS ono EXISTING WALL JA f IL a 0 A BASE fie AT EXPOSED COLUMN 1112" TIMBERSTRAND 2OF BASE fa (SEE SECTION 'A7. BLOCKING. , ANCHOR MUST BE 3" FROM � _ ALL ANCHORS TO BE 34"4x9" SHEARWALL p ANY SLAB JOINT. NOTIFY E.O.R DOUBLE TOP PLATE, 17 3ja" SPACER W/ (2) I, / PROVIDE FT'G BLOCKOUT AND EMBED CAST IN ANCHOR IF NOT POSSIBLE FOR rFLOOR JOISTS ROWS OF 6d NAILS 9 HSS COLUMN PER PLAN SPLICE W/ (2) ROWS OFRECESS BASE fE DISTANCE BOLTS OR THREADED ROD ALTERNATE DETAILING. PER PLAN 1'-0" 0/C INTO NAILER JOHANSSON NECESSARY TO HIDE BOLTS. PER PLAN W/ HILTI 'HY-200' ADHESIVE HOEDOWN WHERE (14) 108 COMMON MIN SIMPSON 'ITS' FILL W/ NON-SHRINK GROUT 2" MIN. (0.148"4 x3") NAILS 548x3' WEB STIFFENER 3x NAILER RIPPED ARCHITECTURE, PC 1 a APPLICABLE PER II II EACH SIDE OF WEB HANGERS, TYP. 4 1"± NON-SHRINK GROUT PLAN , TO FIT, COUNTERSINK (N) FTG. AND WALL FRAMING WI ATTACH WI (3) Sd NAILS PLYWOOD BOLTS SILL PLATERECEIVED REINF. PER PLAN DRY DOWEL ALL TOP BARS EXIST. CONC. SHT'G, PER PLAN PER PLAN A I!!J PER 3/5301 SIMPSON 'A34' CLIP ,I , INTO CE) SLAB, 4" EMBED, SLAB(E) $LAB ovi��iic�q T �SNUG FIT � _ g 5" 0/C W/ 108 �r-e ..:2x DF. "2 SILL fE W/ GRACE x111'2" NAILS, NAIL rEQ %• % �1• 'VYCOR' VAPOR BARRIER ALL HOLESAUG 252016 � B/T CONCRETE AND SILL fEi�� : . aATTACH TO SLAB W/ sib„� x331'a„ HEADER PER PLAN aCITY OFTIGARD • It . t ' .! : SCREW ANEMBEDCHORS W/I 14x3Ex0N N�' GYP. BOARD PER ARCH. BUILDING DIVISION a 3” CLR E WASHER e 4'-0" 0/C JOISTS FTG DEPTH IllaEXIST. CONC. SLAB PER PLAN Karl Johanaeon, A.I.A. PER PLAN kW .:.1 rrArJ ST AM 101 S. Parkwa Avenue PER PLAN POYBox 604 PER PLAN Battle Ground, WA 98604 0 0 1 COLUMN / FOOTING SECTION 2 SECTION AT HOEDOWN 3 WALL SECTION 4 FLOOR FRAMINGSECTION Ph. 360-687-6450 Fax 360 637 3450 tO os. 5301 16052-01 SCALE: 1" = P-0" 5301 16052-02 SCALE: I" = 1'-0" 5301 16052-03 SCALE: I" = l'-0" 5301 16052-04 SCALE: 34" = I'-O" Qo naI/ 1 d 2, 4 siaucrUggt CO s.N-- S� 0PROffs/ / EXISTING GYP. —_ / PIM II VERIFY OR PROVIDE r.a w ���\ ��13 oee y 44 9! PROVIDE Sd x111'2" EDGE NAILING PER PLAN I NAILS e 6" 0/C FOR z eelN LENGTH OF BLK'G EXISITNG VERIFY OR PROVIDE w „ ° SIMPSON 'HS' e z P a a, a C`` 4'-0" 0/C JOISTS STEEL SIDING SIMPSON 'LUS28' OR SIM. W w / °� o° 18/TSIMPSON 'LSTAI6' BIT SIMPSON 'LUS210' NOTIFY E.O.R OTHERWISE a z �lhY l0 PLYWOOD AND EXISTING HANGER VERIFY Irl MERR1l PLYWOOD AND BLK'G PLYWOOD SHT'G EXISTING SIMPSON 'LUS28' MIN. OR SIM. EXISTING PLYWOOD CENTERED OVER JOIST SHT'G " EXPIRES: 12-31-16 PER PLAN PLYWOOD NOTIFY E.O.R. OTHERWISE T .i, IL. SHT'G (3) 108 NAILS - -.= E' NAILING PER PLAN I��MII IIII SIWISi.ii�- - ---- __= =E ----- ° 11-0" 0/C II IL H v�i1 1 1111. PI �x xMIIST W/�NEW MEMISTING OBER EXISTING (2) 2x12 IIi''I'' E~ o x (6) 108 NAIL '�'" SISTERED TO SIDE BEAM PER PLAN I'I�'� M x x EQUALLY ri la J.c,,i I SPACED EXISTING I HUMPS n^ POrtand a BLK'G II 131 " Compressor it FLOOR JOIST, I2" 3 NEW JOIST SISTERED EXISTING TO EXISTING, SEE PER PLAN STUD WALL �„3" EXISTING JOIST „ 3" (3) 10d NAILS 2x BLK'G 2x BLK'G 1 ATTACHED TO 1 Q I'-0" 0/C 1/S301 FOR ATTACHMENT 2x10 LEDGER WI (3) NEW JOIST - 141'4 x311'2" SIMPSON NEW JOIST (6) 10d NAILS SDS' SCREWS INTO EXISTING REQSHT'G WHERE 'D PER STUD WALL EQUALLY SPACED NOTE: MID-HEIGHT BLK'G Tenant CENTERLINE OF EACH PLAN 2x10 DF. *2 LEDGER WI (3) TO REMAIN AT SIM. NO WALL STUD , 12"4 x31/2" SIMPSON 'SDS' VERIFY EXISTING LEDGER NEW JOIST WALL FRAM'G WI WOOD SCREWS INTO EACH AND PROVIDE (3) 14"x311'2" SISTERED SHT'G, PER PLAN ; HEADER PER PLAN WALL SIMPSON 'SDS' WOOD SCREW TO EXISTING. Improvement AT EACH WALL STUD all 5 FLOOR SECTION & WALL SECTION -1 WALL SECTION 8 WALL SECTION 7440 SW 5301 16052-05 SCALE: I" = 1'-0" 5301 16052-06 SCALE: I" = 1'-0" 5301 16052-07 SCALE: I" = I'-O" 5301 16052-08 SCALE: I" = 1'-0" Bonita Rd. 34" SPACER 2x BLK'G -00F20(‘ -‘0K( Tigard, OR ���— BETWEEN LINE OF THIRD JOISTS PLYWOOD LAYER City of Tigard 97224 • �rov-d Plans Il ����S BC . J .� 2 7 Date f-J� TYP. IIII -Z44c ` LTA NI = 11111111M MONSIMINIIIMMIIIIIIIIIIII REVISION / Sd NAILS m 6" 0/C i►�� (2) 2x4 CONT. TOP tE � PLYWOOD JOINT SIMPSON 'A34' In TOP 12 3ja" SPACER . ' / �jp MEZZANINE e 4'-0" 0/C j I d l SECTION 2x D.F. •2 NAILER A 'Z�� ` /� FOUNDATION AND NEW PLYWOOD SHT'G EXISTING PLYWOOD \ �� SECTION 2x BLK'G BETWEEN SIMPSON 'HS' w I� SIMPSON 'ITS' HANGER (RIPPED TO FIT BEAM D JOISTS TOE NAIL WI OFFICE COPY STRUCTURAL DETAILS A SHT'G TO REMAIN WIDTH) W/ 4"4 THIRD. 4'-O" 0/C SIT 108 NAILS e 5" 0/C PLYWOOD AND PLYWOOD SHT'G A 6" WELD STUDS 2'-0" I �' / / / / / / / / / / / / / / / / / / / / /9 , O/C, 31' MAX. A NEWAPAPLYWOODSTRIP A ��,� JOIST 14 0PER PLAN 4 (E) TRIPLE LAYER CEJ DOUBLE LAYER TO MATCH DEPTH OF (E) TMR PROJECT f: 16052 COUNTERSINK OF PLYWOOD JOIST PER PLAN _ _ . _ _ _ _ _ _ _ __ OF PLYWOOD PLYWOOD, ATTACH EACH NAILING i - FILEC i` LAYER W/ 88 NAILS 6 6" 0/C 2x NAILER PER PLAN I+- _ 11111 AT EDGES AND 1'-0" 0/C FIELD DATE: April 21, 2016 7— II IIIIII NM SIMPSON 'THA218-2' SIMPSON 'JB' HANGERSHEARWALL ADJUSTABLE HANGER REVISIONS: NAILING I�I NEW MEZZANINE I I i �� `���aw• ` " -_��` ��" PER PLANiy�oi�� ....... . JOIST PER PLAN — EXISTING I 2x10 JOIST �, pr-'7- PLYWOOD��I IjAIL EXISTING STEEL BEAM PLYWOOD REVISION No. 02 111'2x1118 TIMBERSTRAND LEDGER 1 PER PLAN BEARING WALL JOISTS PER PLAN at i, 2016 W/ C3) 1'4"4x 311'2" SIMPSON 'SDS' 11'x , 11' fE 11'2x10x0'-10" W/ PER PLAN RUN NEW JOIST OVER WOOD SCREWS s FULL WIDTH OF WALL JOISTS REVISION No. 03 AUCIWIT 24, 2016 2x BLK'G (2) 4."4 A325 THRU GYP. PER ARCH. AT SIM: PER PLAN BOLTS EACH BEAM JOISTS ARE (2) 2x 2x STUD WALL PER PLAN 31'a" SPACER BELOW SOLID SAWN BOTH STEEL BEAM 1 HSS STEEL JOIST FOR WIDTH OF SIDES, PROVIDE PER PLAN Oil" COLUMN WALL SIMPSON 'LBV3.12/9.25' NEW JOIST SISTERED PER PLAN EXISTING W/ (3) 108 HANGER W/ 10d x111'2" NAILS e 1'-0" 0/C NAILS IN LIEU OF 'JB'. g MEZZANINE SECTION 1� WALL SECT ON 11 BEAM / COLUMN CONNECTION 12 SECTION 13 FLOOR FRAMING SECTION S301 5301 16052-09 SCALE: 3" = I'-0" 5301 116052-10 SCALE: I" = I'-0" 5301 16052-11 " -_ SCALE: I' - I 0' 5301 16052-34 SCALE: I V-0" 5301 16052-39 SCALE: 34" = I'-0" E if J 1 , JAI W O © © O MEZZANINE FOUNDATION PLAN KEYNOTES .--0 t, I. 5'-0" SQUARE x 1'-0" DEEP FOOTING WITH (6) •4 x4'-6" RESAR EACH WAY. JOHANSSON I < / I' I 2. H55 4x4x114. ARCHITECTURE, PC TTT I I T I 3. EXISTING 2x4 STUD WALL TO REMAIN. I ; ;IVED 1 1 1 1 / 1 / 1 1 1 1 1 1 / 1 / 1 / 1 1 „ „ , „ „ „ , ,0, „ „ „ 4. INFILL EXISTING OPENING WITH 2x4 STUDS TO MATCH EXISTING STUD SPACING. �L�/ i _ AUG 2 5 2016 a6 g O Q - 5. VERIFY OR PROVIDE 2x STUD WALL WITH 1%2" APA RATED PLYWOOD SHEATHING 5301 WITH Sd NAILS e 6" 0/C AND I-0" FIELD, BLOCKED. d IT�'OFTIGAIaD TYP. — 6. SEARING: 2x4 D.F. *2 STUDS e I'-4" 0/C MAX. SPACING PROVIDE BLOCKING AT BUILDINGDIVISION — • MID-HEIGHT OF WALL IF SHEATHING CANNOT BE INSTALLED ON BOTH SIDES. SEE • DETAIL 3/5301 FOR SILL PLATE ANCHORAGE. " 1. SHEAR/BEARING WALL: 2x4 D.F. "2 STUDS SPACED e 1'-4" 0/C WITH 15/32" APA RATED Karl Johansson, A.I.A. PLYWOOD OR 055 SHEATHING WITH SPINALS e 6" 0/G EDGES AND I'-4" 0/C 101 S. Parkway Avenue \_ FIELD, BLOCKED. PO Box 798 S. SIMPSON 'HDU4-SDS2.5' WITH 5/8"0 x3112 EMBED. THREADED ANCHOR ROD WITH 0 Battle Ground, WA 98604 SIMSON 'AT-XP' EPDXY. Ph. 360-687-8379 1 r - - r — r — — — Fax 360-687-8450 © I I I I I I 1 O 0 " S. NON-BEARING WALL PER ARCHITECT. 2x STUDS e 2'-0" 0/C MAX. 5 0„,00 tin�n� © I TIP I O I I © I I I EXISTING METAL BUILDING. 1 til)03t- 4 eJI ySpuciugqL I 5301 I I I I I © I 0 I II. (2) 2x TRIMMER + (2) 2x KING MATCH SIZE OF EXISTING WALL. woNCa, oEDPROft ff 1 .- - 12. 6005162-54 JAMS STUD TO RUN TO UNDERSIDE OF EXISTING WALL GIRT. m c' /t ti GIN $ /0 y9 40 it, pa nF0.a 13,089 - NOTES: N TYP. AT ,'�. w ? in• et o ir N HOLDOWN _ - VERIFY ALL CONDITIONS WITH ARCHITECTURAL DWGS. DIMENSIONS NOT (� w ,j-0, o� foo SHOWN ARE PER APPROVED ARCH'L DWIGS. RESOLVE ANY DISCREPANCIES p-( yp� Y I I' ��Q� \ 5© O S 0 0 0 O © r® WITH THE ARCHITECT PRIOR TO BIDDING OR CONSTRUCTION. PM v flit MERR\l� 0 `='� . z EXPIRES: 12-31-16 'lisp/ V / / / / / / / / 1 I 1 I I L� S V / / / / / / / / / / / / / // / I I 1 • ,4 0II' z [� o / O / O — v Portand NORTH Compressor 1, 1 MEZZAINE FOUNDATION PLAN 0I ' 5203 SCALE: 1/4"= 1'-0" Tenant Improvement 0 7440 SW Bonita Rd. ELEV. Tigard, OR 0 to 0 0 0 6303 STAIR FOUNDATION PLAN KEYNOTES %O 97224 1:.' '_ „ I. STAIR STRINGER PER 4/S302. 2. 4x4 D.F. *2 POST, CONTINUE POST TO TOP OF GUARDRAIL. AS Allik 11, 5303 ELEV. 3. (2) 2x TRIMMER + (I) 2x KING JAMB STUDS. ---- 4. (2) 2x (SIZE TO MATCH WALL). 0 I` © 5. STUD WALL WITH 2x4 D.F. "2 STUDS e I'-4" 0/C AND 15/32" APA RATED PLYWOOD OR t I O' OSB SHEATHING, WITH Sd NAILS 6 6" 0/C ALONG EDGES AND 1'-0" 0/C FIELD. MEZZANINE AND O 0 PROVIDE BLOCKING AT UNSUPPORTED EDGES. STAIR FOUNDATION NOTES: PLANS - VERIFY ALL CONDITIONS WITH ARCHITECTURAL DWGS. DIMENSIONS NOT 4 SHOWN ARE PER APPROVED ARCH'L DUGS. RESOLVE ANY DISCREPANCIES TPM PROJECT 0: 16052 WITH THE ARCHITECT PRIOR TO BIDDING OR CONSTRUCTION. FILE#: DATE: April 21, 2016 NORTH 17 ' 1, K2 STAIR FOUNDATION PLAN 2' 4 REVISIONS: \ g203 SCALE: 1/4"= 1-0" �� A REVISION Na 03 AUGUST 24, 2016 I 4 S203 A