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HomeMy WebLinkAboutPlan, Tentative APPLICANT 6/26/20133 _ LEGEND STEMWALL & FOOTING CONTINUOUS UNDER PATIO SLAB STEMWALLS P3 r H01 HD1 HD I HD 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------------------ lu Id - 4- FOOTING T------------------- -el 4 L '-J . . . . . . . . . • . . P3 BEAM % • A. Jill 4 71 HANGER L TYP. VS3 OR 0 WOOD POST OR COLUMN, P.T. HF U.N.O. r HD I e7' DOORWAYS H01 - - - - - - - - - - - - - -- r i r ANCHOR SPACING AT SHEARWALL LOCATION H02 I I I!l l!I I I ---------------- FOUNDATION VENT, T Typ. I ! (�I j�I l I CONCRETE ,NOTES; I OR 11. CEMENT. ASTM C150 TYPE AGGREGATES: ASTM CJ-3 J 6 WATER: IN CONFORMANCE WITH ASTM C94. ASTM 0494 TYPE A, OR TYPE F MID-RANGE TYPE. -REDUCING ADMIXTURE WA TER T 'C STRUCTURAL CONCRETE SHALL BE f 2500 PSI AT 28 DAYS. SLUMP SHALL BE 4 MAXIMUM WIC RATIO SHALL BE 0.47 CONCRETE MATERIALS AND QUALITY SHALL BE IN ACCORDANCE WITH CHAPTERS 3 AND 5 RESPECTIVELY OF ACI 318-08 "BUILDING CODE REQUIREMENTS to I 0� S3 FOR STRUCTURAL CONCRUE" _KT TRANSPORTATION OF REAOY-MIX CONCRETE SHALL BE IN ACCORDANCE WITH ASTM C94 "SPECIf7GATION FOR READY-MIX CONCRETE" AND CONCRETE PLACEMENT, CONSOLIDATION, AND CURING SHALL BE IN ACCORDANCE WITH SECTION 5 OF ACI 301 "SPECIFICARONS FOR STRUCTURAL CONCRETE" HOT-WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH ACI 305 "HOT WE WEATHER CONCRETING". COLD - WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH ACI 306 "COLD WEATHER CONCRETING" AND ACI 306.1 - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - - - LL Lb "STANDARD SPECIFICATIO14 FOR COLD WEATHER CONCRETING". HDI 7 S3 4_7 )T_ TYP. NC SHALL BE WET TYPE IN ACCORDANCE WITH L - - - - - - - - - CURING OF SLAB CO NCR 4 DO IDF1 11 4 4. SECTION 5.-3.6.4 B OF A0 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE" & ACI 308R-01, .4x8 BEAM ON 4x4 POSTS USE GRADE 60 REINFORCING BARS , LAP SPLICE 48x BAR DIAMETER L ' SIMPSON " HU46 HANGERS AT SLAB ON GRADE PER HD2 PERIMETER CONCRETE STEMWALLS _14 4 4 TYP WHERE SHOWN 4 HUC46 WHERE REQUIRED J 4 ("SIMPSON 4- FOR MINIMUM FASTENER EDGE DISTANCE ).,' 4 4 `4 4 r ----I .1 4 r 4. Ire A r 4 SHEETNOTES L L- .---J PJ 1. APPLICABLE SHEAR WALL DETAIL IS 16IS3 U.N.O. Pi Pi P2 P2 P3 T 0 AT TYPICAL INTERIOR JOISTS W/ I' x9' LSL, RIM BOARDS. U.N.O. P4 12 2. USE 9J J1 210A 16.c. TYP. 3. USE PLYWOOD OR OSB` FLOOR SHEATHING NAILED wl 10d AT 6"o.c. AT SUPPORTED PANEL S3 Typ. EDGES & 12'o.c. AT FIELD. IN ADDITION TO NAILING, USE BEAD OF ADHESIVE AT EACH JOIST GIRDER. WHERE ADJOINING PANEL EDGES MEET ON A SINGLE JOIST GIRDER, USE A BEAD N FOt!NDAT#ONIFLOOR FRAMING PLAN OF ADHESIVE UNDER EACH SHEATHING PANEL EDGE. STAGGER PANEL LA?OUT SCALE 114'�_- 1'-0" 4. USE DOUBLE 2x STUD COLUMNS AT ALL BEAM BEARING POINTS, U.N.O. IN SCHEDULE NAIL WALL SHEATHING TO EACH STUD W/ MINIMUM OF 8d AT 12'o.c. 5. SEE ARCHITECTURAL DRAWINGS FOR STAIR CONSTRUCTION. C r H IiTY q�T LO FOOTING SCHEDULE WK. SIZE 10NFM&WEW P1 l-6' SQ. x 8" DEEP (2) J4 E.W. P2 2'-0" SQ. X 8" DEEP (2) J4 E W. P3 2*-6" SQ. x 8" DEEP (3) #4 E W. P4 3' -0" SQ. x 12" DEEP #5 E W. HDO FSC (2) 2x U.N.O. DIA. A TR wl WASHER 21" 2. PER PLAN & DOUBLE NUT HOLD. DOWN SCHEDULE date: 6-25-2013 "SIMPSON, drawn by: JLB UJ designer: SRC TYPE GENER.0 END STUDS ANCHOR EMBED HARDWARE HDO FSC (2) 2x U.N.O. DIA. A TR wl WASHER 21" 2. PER PLAN & DOUBLE NUT X HD HDU2 PAIR* WITH (2) 2x U.N.O. "SIMPSON" SST824 21 THREADED ROD PER PLAN 2x #2 DF AT 24" o. c. HD2 HDU4 (2) R x .N.0, "SIMPSON" SST824 21 PE PLAN SPLICES OVER STUDS & STAGGER BY 4'-0" MINIMUM. 6. SEE 1IS3 FOR TYPICAL WALL OPENING FRAMING. FOUNDATION VENTING CALCULATION U SE 1 1500 RATIO W1 6-MIL, BLACK POLYETHYLENE SHEETING. JOINTS LAPPED 12, AT SEAMS. EXTEND UP FOUNDATION WALL 12 REQUIRED 1400 SF1f500 = .0 SF 1144 SQ. IN.) TOTAL VENTING PROPOSED VENTING 8' x16' FO UNDA T/ VENT SIZE. INSTALL VENTS WITHIN 3' OF EACH CORNER OF BUILDING. 3. o date: 6-25-2013 SINGLE HOLDOWN AT FOUNDATION LEVEL drawn by: JLB UJ designer: SRC GENER.0 O TES UJ 1 GLUE -LAM BEAMS E 24F-V4 DFIDF co 2. ALL DIMENSIONAL L JMBER FRAMING IS 12 DF, U.N.O. X U.J • V) = 4.5 Q0 00 3. TYPICAL EXTERIOR WALLS: 2x6 #2. DF AT 24" o.c. En 4. TYPICAL INTERIOR W4LL: 2x #2 DF AT 24" o. c. 5. LAP SPLICE TOP PL4TES wl (4) 16d U.N.O. LOCATE TOP PLATE SPLICES OVER STUDS & STAGGER BY 4'-0" MINIMUM. 6. SEE 1IS3 FOR TYPICAL WALL OPENING FRAMING. 7. ALL STEEL FASTEN AND CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE HOT -DIP GALVANIZED. (EXCEPTION: ANCHOR BOLTS OVER J" DIAMETER) 8. ALL EXTERIOR & ARTY WALLS ARE BEARING. OTHER INTERIOR WALLS ARE NON-BEARING U.N.O. 9. ALL WINDOW & DOOR HEADERS AT BEARING WALLS TO BE 46 #2 DF, U.N.O. 10. USE ONE 2x TRIM & ER A T EACH END OF EACH HEADER, U.N.O. IN SCHEDULE 11, ROOF BEAMS TO BE' CENTERED ON SUPPORTING COLUMNS. BALCONY BEAMS TO BE ALIGNED AND SUPPORTED PER 13IS4. a ch �NGiEER1NG= s 1977 civil • transportation structural - geotechnical S U R V E Y I N G 310 5th Street Springfield, OR 97477 p: 541.746.0637 f: 541.746.0389 www. Branch En gineeri ng. com Springfield OR I Salem OR Expires: JUNE 30, 2013 project title: . I (A date: 6-25-2013 drawn by: JLB UJ designer: SRC project no: 13-020 UJ am 0 z 0 ce. om LU CQ LU < U z CQ U.J • V) = 4.5 Q0 00 U W 0 Q J LU LL Ce CL revisions: FOUNDATION FLOOR FRAMING PLAN sheet: Simi date: 6-25-2013 drawn by: JLB designer: SRC project no: 13-020 FOUNDATION FLOOR FRAMING PLAN sheet: Simi L1LjL:j L 1.v•cLki C11V1nCCR111U.0 @­SIMPSON" CS22 VERTICAL STRAP WITH (3) 8d EACH END AT 4 -0 O.C. Since 1977 civil transportation t2 `'SIMPSOW C822 VERTICAL STRAP WITH (3) 8d EACH END AT BUILT-UP COLUMN SUPPORTING BEAM ABOVE p 5 structural eotechnical /15 15 15 9 11 S3 _ ., „ I T_ S4 S4 TYP. 4 S U R V E Y I N G 3 MINIMUM WIDTH. OF BLOCKING UNDER BUILT UP . COLUMN, SIMPSON FSC CONNECTING BU IL UP COLUMNS 11 S f3 NORTH ABOVE AND BELOW FLOOR FRAMING. 4 310 5th Street HD 1 6 1 8 HD 1 HD 1 WALL 641 -& HD 1 8201 8201 8201 Springfield, OR 97477 "`��w,,,..� /// ® �, ..� , ..... . -.,. .w -, , ,... , ,._ ...�.�. ..,. , ,�� p: 541.746.0637 14 SIMPSON HCP4Z T f: 541.746.0389 4 _ SIMPSON LSSU210 -2 HANGER TO BLOCKING BETWEEN STUDS. FASTEN EACH END OF BLOCKING TO STUD N 4. q w w w . Branch Engineering. c o m t5 m { ._� S3 S3 WITH (4) 16d END- NAALED OR SIMPSON L50. $3 S3 S3 S3 S3 53 Springfield OR I Salem OR { O.H. O.H. 1 J O.H. O. H. .o N ��} C T U /q 11 {m 5 °p HD 1 HD 1 Li H101 �xN,► H101 HD2 DOUBLE JOIST U DER _ .._ , _.... _ . BEARING WALL N RCwNbTRU N 30, App ��P HE LF r Expires. JUNE 30, 2013 2 S3 .� 4 ! project title. 3 • S 4 r NEBO ( j'� S3 r Q GENERAL I Vq 0 "TTE .7 S f 1. GLUE --LAM BEAMS ARE 24F-V4 OF DF -- -� -- - - .. � .._.... -_�.�I I 2. ALL DIMENSIONAL LUMBER FRAMING IS 2 DF U.N.O. CL »� Q 3. TYPICAL EXTERIOR WALLS: 2x6 #2 DF AT 24 o.c. ` (10 TYPICAL INTERIOR W x 2 DF AT 24" 4. TYP L TE R ALL 2 # 5. LAP SPLICE TOP PLATES w% (4) 16d U. N. 0. LOCATE TOP PLATE SPLICES OVER STUDS & STAGGER BY 4' -0" MINIMUM. E--- 6. SEE 11S3 FOR TYPICAL WALL OPENING FRAMING. 7. ALL STEEL FASTENERS AND CONNECTORS IN CONTACT WITH PRESSURE TREATED C w- WOOD SHALL BE HOT -DIP GALVANIZED. (EXCEPTION: ANCHOR BOLTS OVER J >< DIAMETER) 8. ALL EXTERIOR & PARTY WALLS ARE BEARING. INTERIOR WALLS ARE ,� C ) 2 F-r. NON- BEARING U.N.O. 9. ALL WINDOW & DOOR HEADERS AT BEARING WALLS TO BE 4x6 #2 DF, U.N.O. r -� r 10. USE ONE 2x TRIMMER AT EACH END OF EACH HEADER, U.N.O. IN SCHEDULE. 5 TYP. 11. ROOF BEAMS TO BE CENTERED ON SUPPORTING COLUMNS. BALCONY BEAMS TO i 53 SOUTH BE ALIGNED AND SUPPORTED PER 13 S4. WALL Q HDD H D HD 1 Q- 1- -�- C] HD 1 � ; {� � • . 341. m m S3 - 13 { 13 11 { Q C) �. 1 { { { 2x 0 2 P.T. HF �, f �P{ � o{ o '• AT 16 "o. e. HD2 t 4 • V) p, Uj , .m 'co N W m ._... �.�...�. ._. _..�.....�._._..._........, ,.�. ..._. 82U3` 82t?3 8202 ._-B20.1�.._ 15 15 Uj S4 S4 SHEET NOTES I. USE 9j" TJI 210 AT 16 ll TYP. AT TYPICAL INTERIOR JOISTS w/ I�q' x9� LSL RIM BOARDS, U.N.O. 2. USE I L' PLYWOOD OR OSB FLOOR SHEA THING NAILED w/ 10d AT 6' o. c. AT SUPPORTED PANEL EDGES & 12' o.c. AT FIELD. IN ADDITION TO NAILING, USE � BEAD OF ADHESIVE AT EACH JOIST W / GIRDER. WHERE ADJOINING PANEL EDGES MEET ON A SINGLE JOIST / GIRDER, USE A �' BEAD r T OF ADHESIVE UNDER EACH SHEATHING PANEL EDGE, STAGGER PANEL LAYOUT ��itT�111� � FRAMING PLAN W 0 3. USE DOUBLE 2x STUD COLUMNS AT ALL BEAM BEARING POINTS, U.N.O. IN SCHEDULE NAIL WALL I SECOND FLOOR W ._.............. 31.2 scatF 1/4 =1 -0" SHEATHING TO EACH STUD w/ MINIMUM OF 8d AT 12' o. c. .._ . BEAM 4. USE 2x6 *2 P.T. HF AT 16' o.c. TYPICAL BALCONY & LANDING JOISTS, U.N.O. � ._j 5. SEE ARCHITECTURAL DRAWINGS FOR STAIR CONSTRUCTION. WALL BELOW W 6. RIM BOARDS TO BE CONTINUOUS FOR LENGTH OF WALL U.N.Q. HOLD -- �. 7. APPLICABLE SHEAR WALL DETAIL IS 14/64 U.N.O. SHEAR &BEARING WALL BELOW IDOL D DV �Y I V SCHED L. E +-' �- � JOIST %%S/MPS u � � Z TYPE QN END STUDS ANCHOR —� Q HARDWARE H R EMBED WOOD COLUMN, 6x6 12 P.T. P HF U NO. r-- HANGER HDO FSC (2) 2x U.N.O. DIA. A TR w/ l2' WASHER ,t N PER PLAN 8 DOURI_F N11T 21 ENGINEERING Since 1977 civil transportation structural • geotechnical S U R V E Y I N G S/M. KEY .NOTES 4 14 � � 310 5th Street S4 Springfield, OR 97477 S4 S4 p: 541.746.0637 21 FASTEN BEAM TO SUPPORTING COLUMN WITH "SIMPSON" EPC46-16. f: 541.746.0389 FASTEN BEAM(S) TO SUPPORTING COLUMN WITH "SIMPSON" PC46-16. www. Bran ch En gineering. com Springfield OR I Salem OR FASTEN BEAM TO SUPPORTING BUILT -UP COLUMN WITH "SIMPSON" H4. @ 10 21 k3 C u FASTEN BEAM TO SUPPORTING BUIL T-UP COLUMN WITH "SIMPSON" H8, 2x6 AT 2x6 AT 24O.C. 24 POO. C. C) 8 H6 _! ___ _ HD 1 1-121 S4 F HD1 V/X", E� rrfl rg H201 H2O 23 rD X of HDI N N 00/1, 01 z Li H EVires: 30, 2013 project title: J- 10, TTT oo, t o" e rio z r 4 If 1 / / - Oz. C) L --- J " / GENERAL NOTES Z Cr) L.LJ CL 1. GLUE LAM BEAUS ARE 24F V4 DFIDF 2. ALL DIMENSIONAL LUMBER FRAMING IS J2 DF, U.N.O. - ---- -- Lo J. TYPICAL EXTERIOR WALLS: 2x6 12 DF AT 24" o.c. CIO 4. TYPICAL INTERIOR WALL: 2x J2 DF AT 24" ox. Z5. C\J c r-- 5. LAP SPLICE TOP PLATES wl (4) 16d U.N.O. I LOCATE TOP PLATE SPLICES OVER STUDS & STAGGER BY 4'-0" MINIMUM. F1 F1 L.Li CL 6. SEE 1IS3 FOR TYPICAL WALL OPENING FRAMING. 7. ALL STEEL FASTENERS AND CONNECTORS IN CONTACT WITH PRESSURE TREATED >< WOOD SHALL BE HOT-DIP GALVANIZED. (EXCEPTION: ANCHOR BOLTS OVER �4 DIAMETER) I L (z) LLJ 8. ALL EXTERIOR & PAR I TY WALLS ARE BEARING. INTERIOR WALLS ARE 01 QL I NON-BEARING U.N.O. Z� 9. ALL WINDOW & DOOR HEADERS AT BEARING WALLS TO BE 46 f2 DF, U.N.O. 10 10. USE ONE 2x TRIMMER AT EACH END OF EACH HEADER, U.N.O. IN SCHEDULE 11. ROOF BEAMS TO BE CENTERED ON SUPPORTING COLUMNS. BALCONY BEAUS TO / / / / / cz) L:12X OAT 24� C. BE ALIGNED AND SUPPORTED PER 13f S4. L.ILJ L HDI -u Qr HD I C� • • revisions: date: 6-25-2013 drawn by: .ALB designer: 23 project no: 13-020 23 • 8 N of . . ........ HD I 21 2x6 AT 24 70. C. BJOJ SHEET N07vnvS r4 21 1 22 21 Si S4 1. USE ENGINEERED WOOD TRUSSES AT 24 ox. TYPICAL ROOF FRAMfiVG U.N.O. 2, USE. 24116 SPAN RATING OS8 ROOF SHEATHING NAILED wl, 8d AT 6" ox.. AT SUPPORTED PANEL EDGES & 12' o. c. AT FIELD. S TA GGER PANEL LAYOUT. 3. USE DOUBLE 2x STUD COLUMNS AT ALL BEAM BEARING POINTS, U.N.O. IN SCHEDULE. NAIL WALL SHEATHING TO EACH STUD wl MINIMUM OF 8d A T 12'o.c. 4. APPLICABLE SHEAR WALL DETAIL IS 13I54 U.N.O. N Rnn 0T L T FRAMING PLAN 5. DESIGN CRITERIA FOR ROOF TRUSSES. 95 MPH WIND SPEED, EXPOSURE C, OCCUPANCY S1.3 SCALE: 1147-l'-0* CATEGORY I/. COMPONENTS & CLADDING WIND DESIGN. SPECIFIED DRAG LOADS ARE FROM WIND (Cd = 1.6) U.N.O. HOLD DOWN SCHEDULE TYPE "SIMPSON END STUDS ANCHOR EMBED HARDWARE HDO FSC (2) 2x U.N.O. DIA. ATR wl 12" WASHER 21 PER PLAN DOUBLE NUT SHEAR WAU, LEGEND T El ixiGEND HDU2 PAIR* WITH (n HD1 THREADED ROE) (2) 2x U.N.O. PER PLAN "SIMPSON" SSTB24 21 J CL L_ PROVIDE SHEA THING /NAILING ING A S PER SHEAR WALL TYPE BEAM TRUSS FRAMING H02 HDU4 (2) 2x U.N.O. "SIMPSON" SSTB24 21 ti 0 0 ABOVE & BELOW OPENINGS ROOF LINE PER PLAN C14 HOLD DOWN WHERE HATCHING IS SHOWN TYPE, SEE ACROSS. OPENING, TYP. OVERFRAMING PER *SINGLE HOLDOWN AT FOUNDATION LEVEL SCHEDULE 48' ox. ANCHOR SPACING WHERE S4 HD IV 341 APPLICABLE D SHEAR WALL TYPE, SHEAR WALL WOOD COLUMN, 6x6,J2 P.T. HF U.N.O. o SEE SCHEDULE DETAIL SHEAR WALL SCHEDULE SHEAR & BEARIN G WALL BELOW TYPI_ SHEA THING PANEL FRAMING, AT BASE C ONNECTION "SIMPSON" LTP4 OR PANEL EDGE ADJOINING PANEL EDGES A35 SPACING NAILING U 16d AT 12"o.c. 641— 21 CDX OR 16 OSB 2x DIA. ANCHOR BOL TS AT 48,vc. 8d A T 6 "o. c. SCHEDULE 48 ox., (2) MIN. 'FRAMING 16d AT Tox. MARK SIZE W/WN" F641-, CDX OR Z" /6 OS8 2x 8 DIA. ANCHOR BOLTS AT 32"o.c. 8d A T 6"o.c. _2 � HAWAR 48" o. c., (2) MIN. B301 4x6 6302 4x8 441- 7,, CDX OR 16 OS13 2x 16d A T 12 ox. OR DIA. ANCHOR BOLTS AT 21 "o. c., (2) MIN. 8d AT 4"o.c. B30,3 4x6 48 o. c., (2) MIN. FOUNDATION PERMIT SET' 5" CDX OR 16 OSB 3x, DOUBLE 2x wl 10d AT 4", 8 DIA. ANCHOR BOLTS AT 21"o.c., (2) MIN. 8d A T 4"O.C. n V Tr FOR CONS I VDT TION H201 48 OR FLAT 2x BLOCKING 48" ox., 0 MIN. -NOT F341] CDX OR 7 16 OSB 3x, DOUBLE 2x wl 10d AT 3'. DIA. ANCHOR BOL TS A T 16"o.c., (2) MIN. 8d A T 3"o.c. OR FLAT 2x BLOCKING 48 o. c., (2) MIN. fV copyright Q 2013 Branch Engineering, Inc. • • revisions: date: 6-25-2013 drawn by: .ALB designer: SRC project no: 13-020 A"00F FRAMIM# PLAN sheet: S1.3 PRE-SUBMITTAL RECD JUN 2 6 2013 Ria c G.,-0 Since 1977 civil transportation structural • geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 f: 541.746.0389 www. Branch Engineering.com Springfield OR I Salem OR C./ v OREGON 4 d 'S1 � HE�� : 1 3 JU NE 34 1 20 �Xn Tres project title: P2 P2 ° P2 P2 P2 P2` d: uid SLAB —ON —GRADE PER 7 TYP., 12 WHERE OCCURS FOOTING SCHLrQ ULE r tl y REINFORCEMENT MARK SIZE TION 52.1 scacF: 1/4 " =1 ' -o" P7 1-6" SQ, x 8" DEEP (2) #4 E.W. VENTING T � T T /^� END P2 2,_0„ SQ x 8" DEEP (2) #4 E. W. CALCULATION ia+ Tl i�. L EEG 'G�r.�.�. RAL NOTE P3 2,_6SQ, x 8 DEEP 3 4 E.W. FO UI DATIO � . om USE 1 :1500 RATIO W/ 6 -MIL, BLACK POLYETHYLENE SHEETING. JOINTS LAPPED 12' AT _� ��a.__ _ � 1. GLUE —LAM BEAMS ARE 24F —V4 DF DF P4 3' -0" SQ. x 12" DEEP (3) 14 E.W. SEAMS. EXTEND UP FOUNDA TION WALL 12' WALLS .. - -_— - - - - - -- - 2. ALL DIMENSIONAL LUMBER FRAMING IS #2 OF, U.N.O. ST MWALLS 3. TYPICAL EXTERIOR WALLS. 2x6 #2 OF AT 24 . C. uJ uJ REQUIRED , 4: TYPICAL INTERIOR WALL: 2x #2 OF AT 24" ox. 2218.5 SF11500 1.5 SF (216 SQ. IN.) TOTAL VENTING __ -------------- 5. LAP SPLICE TOP PLATES w/ (4) 16d U.N.O. Amok UJ 0 FOOTING LOCATE TOP PLATE SPLICES OVER STUDS & S AGGER BY 4' -0" MINIMUM. uJ PROPOSED VENTING __________________ S. SEE 1 /S3 FOR TYPICAL WALL OPENING FRAMIN CSC 8' xI6' FOUNDATION VENT SIZE. INSTALL VENTS WITHIN 3' OF EACH JOIST 7. AL STEEL FASTENERS AND CONNECTORS IN CONTACT WITH PRESSURE TREATED }— CORNER OF BUILDING. , WOOD SHALL BE HOT —DIP GALVANIZED. (ECEP ON: ANCHOR BOLTS OVER _._..._.s:_._,— , —,_ HOLD Q W U SCHEDULE BEAM J uJ ,8. ALL EXTERIOR & PARTY WALLS ARE BEARIN . OTHER INTERIOR WALLS ARE "'SIMPSON" LL © woo0 COLUMN, 6xs #2 P. T. HF U.N.o. TYPE HARDWARE END STUDS ANCHOR Z NON- BEARING U.N.O. ,...., 9. ALL WINDOW & DOOR HEADERS AT BEARING W LS TO BE 4x6 12 DF, U.N.O. (21 2x U.N.O. „ DIA. THREADED ROD w t,,0 z �0. .USE ONE 2x TRIMMER AT EACH END OF EACH HEADER, U.N.O. IN SCHEDULE. HDO FSC � � � M 1. ROOF BEAMS TO BE CENTERED ON SUPPORTING PER PLAN OVERSIZE WASHER & DOUBLE NUT Q0 COLUMNS. BALCONY BEAMS TO "" Iry BE ALIGNED AND SUPPORTED PER 13/S4. HDU2 PAIR0 WITH (21 2x U.N.O." 00 CL HD 1 5„ 8 DIA. THREADED ROD wf - V) — THREADED ROD PER PLAN OVERSIZE WASHER &. DOUBLE NUT N _ e HD H (2) 2x U.N O, 8" DIA. THREADED ROD w/ a 2 DU4 PER PLAN OVERSIZE WASHER & DOUBLE NUT revisions: a SHEET .NOTES CONCRETE NO T.ES. a 1. APPLICABLE SHEAR WALL DETAIL IS 161S3 U.N.O. CEMENT: ASTM C 150 TYPE f OR 11, co 2: USE " TJI 210 AT 16'o.c. TYP. AT TYPICAL INTERIOR JOISTS w/ i3" x91 LSL RIM BOARDS. U.N.O. *SINGLE HOLDOWN AT FOUNDATION LEVEL 3: USE l8' PLYWOOD OR OBB FLOOR SHEATHING NAILED w/ IOd AT 6" o, c. AT SUPPORTED PANEL AGGREGATES: ASTM C33 EDGES & 12 "ox. AT FIELD. IN ADDITION TO NAILING, USE �` BEAD OF ADHESIVE AT EACH JOIST WATER: IN CONFORMANCE WITH ASTM_C94: SHEAR WALL �Cf�EQV� o Q E / GIRDER, WHERE ADJOINING PANEL EDGES MEET ON A SINGLE JOIST / GIRDER, USE A BEAD U. OF ADHESIVE UNDER EACH SHEATHING PANEL EDGE STAGGER PANEL LAYOUT WATER- REDUCING ADMIXTURE AS C494 TYPE A, OR TYPE FMID —RANGE TYPE. N 4. USE DOUBLE 2x STUD COLUMNS A T ALL BEAM BEARING POINTS, U.N.O. IN SCHEDULE NAIL WALL PANEL FRAMING A T "SIMPSON" L TP4 PANEL EDGE SHEA THING TO EACH STUD w/ MINIMUM OF 8d A T !2' o. c. STRUCTURAL CONCRETE SHALL BE f'c = 2500 PSI AT 28 DAYS. SLUMP SHALL BE 4" f 1 ". TYPE SHEATHING BASE CONNECTION ADJOINING PANEL. EDGES OR A35 SPACING NAILING 5. SEE ARCHITECTURAL DRAWINGS FOR STAIR CONSTRUCTION. MAXIMUM WIC RATIO SHALL BE 0.47 16d AT 12 "o.c• date: 6-20-2013 Z CONCRETE MATERIALS AND UALITY SHALL BE IN ACCORDANCE WITH 64!-12 "CDX OR t6" OSB 2x ' DIA, ANCHOR BOL TS AT 48 "o.c. 8d A T 6 "o. c, drawn by: JLB Q °° a 48" o. c., (21 MIN CHAPTERS 3 AND 5 RESPECTIVELY OF ACI 318 -08 BUILDING CODE REQUIREMENTS designer: SRC 16d A T 8 o,e: FOR STRUCTURAL CONCRETE': „ 5„ z,� 5;r �r �, project no: 13 -020 TRANSPORTATION OF READY —MIX CONCRETE SHALL BE 1N ACCORDANCE WITH 64f -8 CDX OR 1s OSB 2x DIA. ANCHOR BOLTS AT 32 ac, 8d AT 6 o.c. ASTM C94 ``SPECIFICATION FOR READY -MIX CONCRETE" AND CONCRETE 48" o. c., (2) MIN. ATION PLACEMENT, CONSOLIDATION, AND CURING SHALL BE IN ACCORDANCE WITN !6d AT I2" ox. OR F U N D SECTION 5 OF ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE'° 491 -2 5 " COX OR ? " OSB 5„ ,� A 1s 2x e DIA. ANCHOR BOLTS AT 2l o.c., t21 MIN 8d AT 4 o:c. FLOOR FRAMING J a HOT— WEATHER CONCRETING, SHALL BE IN ACCORDANCE WITH ACI 305 "HOT 48 o. c., (21 MIN, Ln WEATHER CONCRETING ". COLD— WEATHER CONCRETING SHALL BE IN �,� 3x, DOUBLE 2x w/ !Od AT 4', 5" DIA, ANCHOR BOLTS AT �, ,, PLAN 44! 3 CDX OR OSB e W C� 16 2l o.c., (21 MIN. 8d A T 4 "o. c. ACCORDANCE WITH ACI 306 ``COLD WEATHER CONCRETING" AND ACI 306.1 OR FLA T 2x BLOCKING 48 ox., (2) MIN. z C ` `STANDARD SPECIFICATION FOR COLD WEATHER CONCRETING ".„ m z„ �,� 3x, DOUBLE 2x wl IOd AT 3, a DIA. ANCHOR BOLTS AT 341 CDX OR OSB 16 "o. ,, (2) MIN. 8d AT 3 CURING OF SLAB CONCRETE SHALL BE WET TYPE IN ACCORDANCE WITH 32 rs OR FLAT 2x BLOCKING 48" o. c., (2) MIN, SECTION 5.3.6.4 B OF ACI 301 `SPECIFICATIONS FOR STRUCTURAL CONCRETE" &ACI 3088 -01. sheet: T T�Tn T/� �f v USE GRADE 60 REINFORCING BARS, LAP SPLICE 48x BAR DIAMETER RO U Y DA Tl O V PERMIT SET S2m] NO T FOR CONSrVr)TTrT1ON ARE-SUEMITRL M Gl n N copyright @ 2013 Branch Engineering, Inc JUN 2 6 2013 N - - ! I ! 1 I I 1 I _ 7 L I 13 S3 I I I I S3 : - - - - - - _'^ _ _ -,�- -.- _ - - - - - - _ - - .- _ - - - - - .-.. _ •- - _. _ _ _ - - -. ...- - - - - - - - - - _ - - - - . _ - - - - _ _ _ _ ---I -.► - - - - - - -. - - - - - - - - - _ - - - - - - ---- . -.- - - _ I I I l I 9 10 I 1Y 9 ! I I I I I I 1 I I I S3 S3 1 I I I S3 I I I I I 1 I I I ! 1 I I I !! I l I I I I I I I I 1 I I ! I ND1� ! I I I 1 I ! I 1 HD 1 I I I I I 1 1 I ! L - - - -J p4 l 1 I I I I I .__.._.._.. ��_.._._J ! 1 I I l ! I r ------- . __. I I I I I ! r ---- -- - - -- ! � I 1 I - I r-" _ _._ _ -- --� • I I i- -- j•- - -r _; _ :_ -1 ! TYP. AT _ �-- -- - - - I I I I a 1 14 DOORWAY l I �,. , ! I S3 I °. HD1 H01 ! �, .. :, ,I 4! _ HD1 HD1 I HD1 HD1 I ------------------- - - ---- -- -_-- -- I l _.__. �. I -- — — — - - j ! .. k I �� 4 HD 1 { � H01 _ 3 _ d o q t AI US 4 d a Ria c G.,-0 Since 1977 civil transportation structural • geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 f: 541.746.0389 www. Branch Engineering.com Springfield OR I Salem OR C./ v OREGON 4 d 'S1 � HE�� : 1 3 JU NE 34 1 20 �Xn Tres project title: P2 P2 ° P2 P2 P2 P2` d: uid SLAB —ON —GRADE PER 7 TYP., 12 WHERE OCCURS FOOTING SCHLrQ ULE r tl y REINFORCEMENT MARK SIZE TION 52.1 scacF: 1/4 " =1 ' -o" P7 1-6" SQ, x 8" DEEP (2) #4 E.W. VENTING T � T T /^� END P2 2,_0„ SQ x 8" DEEP (2) #4 E. W. CALCULATION ia+ Tl i�. L EEG 'G�r.�.�. RAL NOTE P3 2,_6SQ, x 8 DEEP 3 4 E.W. FO UI DATIO � . om USE 1 :1500 RATIO W/ 6 -MIL, BLACK POLYETHYLENE SHEETING. JOINTS LAPPED 12' AT _� ��a.__ _ � 1. GLUE —LAM BEAMS ARE 24F —V4 DF DF P4 3' -0" SQ. x 12" DEEP (3) 14 E.W. SEAMS. EXTEND UP FOUNDA TION WALL 12' WALLS .. - -_— - - - - - -- - 2. ALL DIMENSIONAL LUMBER FRAMING IS #2 OF, U.N.O. ST MWALLS 3. TYPICAL EXTERIOR WALLS. 2x6 #2 OF AT 24 . C. uJ uJ REQUIRED , 4: TYPICAL INTERIOR WALL: 2x #2 OF AT 24" ox. 2218.5 SF11500 1.5 SF (216 SQ. IN.) TOTAL VENTING __ -------------- 5. LAP SPLICE TOP PLATES w/ (4) 16d U.N.O. Amok UJ 0 FOOTING LOCATE TOP PLATE SPLICES OVER STUDS & S AGGER BY 4' -0" MINIMUM. uJ PROPOSED VENTING __________________ S. SEE 1 /S3 FOR TYPICAL WALL OPENING FRAMIN CSC 8' xI6' FOUNDATION VENT SIZE. INSTALL VENTS WITHIN 3' OF EACH JOIST 7. AL STEEL FASTENERS AND CONNECTORS IN CONTACT WITH PRESSURE TREATED }— CORNER OF BUILDING. , WOOD SHALL BE HOT —DIP GALVANIZED. (ECEP ON: ANCHOR BOLTS OVER _._..._.s:_._,— , —,_ HOLD Q W U SCHEDULE BEAM J uJ ,8. ALL EXTERIOR & PARTY WALLS ARE BEARIN . OTHER INTERIOR WALLS ARE "'SIMPSON" LL © woo0 COLUMN, 6xs #2 P. T. HF U.N.o. TYPE HARDWARE END STUDS ANCHOR Z NON- BEARING U.N.O. ,...., 9. ALL WINDOW & DOOR HEADERS AT BEARING W LS TO BE 4x6 12 DF, U.N.O. (21 2x U.N.O. „ DIA. THREADED ROD w t,,0 z �0. .USE ONE 2x TRIMMER AT EACH END OF EACH HEADER, U.N.O. IN SCHEDULE. HDO FSC � � � M 1. ROOF BEAMS TO BE CENTERED ON SUPPORTING PER PLAN OVERSIZE WASHER & DOUBLE NUT Q0 COLUMNS. BALCONY BEAMS TO "" Iry BE ALIGNED AND SUPPORTED PER 13/S4. HDU2 PAIR0 WITH (21 2x U.N.O." 00 CL HD 1 5„ 8 DIA. THREADED ROD wf - V) — THREADED ROD PER PLAN OVERSIZE WASHER &. DOUBLE NUT N _ e HD H (2) 2x U.N O, 8" DIA. THREADED ROD w/ a 2 DU4 PER PLAN OVERSIZE WASHER & DOUBLE NUT revisions: a SHEET .NOTES CONCRETE NO T.ES. a 1. APPLICABLE SHEAR WALL DETAIL IS 161S3 U.N.O. CEMENT: ASTM C 150 TYPE f OR 11, co 2: USE " TJI 210 AT 16'o.c. TYP. AT TYPICAL INTERIOR JOISTS w/ i3" x91 LSL RIM BOARDS. U.N.O. *SINGLE HOLDOWN AT FOUNDATION LEVEL 3: USE l8' PLYWOOD OR OBB FLOOR SHEATHING NAILED w/ IOd AT 6" o, c. AT SUPPORTED PANEL AGGREGATES: ASTM C33 EDGES & 12 "ox. AT FIELD. IN ADDITION TO NAILING, USE �` BEAD OF ADHESIVE AT EACH JOIST WATER: IN CONFORMANCE WITH ASTM_C94: SHEAR WALL �Cf�EQV� o Q E / GIRDER, WHERE ADJOINING PANEL EDGES MEET ON A SINGLE JOIST / GIRDER, USE A BEAD U. OF ADHESIVE UNDER EACH SHEATHING PANEL EDGE STAGGER PANEL LAYOUT WATER- REDUCING ADMIXTURE AS C494 TYPE A, OR TYPE FMID —RANGE TYPE. N 4. USE DOUBLE 2x STUD COLUMNS A T ALL BEAM BEARING POINTS, U.N.O. IN SCHEDULE NAIL WALL PANEL FRAMING A T "SIMPSON" L TP4 PANEL EDGE SHEA THING TO EACH STUD w/ MINIMUM OF 8d A T !2' o. c. STRUCTURAL CONCRETE SHALL BE f'c = 2500 PSI AT 28 DAYS. SLUMP SHALL BE 4" f 1 ". TYPE SHEATHING BASE CONNECTION ADJOINING PANEL. EDGES OR A35 SPACING NAILING 5. SEE ARCHITECTURAL DRAWINGS FOR STAIR CONSTRUCTION. MAXIMUM WIC RATIO SHALL BE 0.47 16d AT 12 "o.c• date: 6-20-2013 Z CONCRETE MATERIALS AND UALITY SHALL BE IN ACCORDANCE WITH 64!-12 "CDX OR t6" OSB 2x ' DIA, ANCHOR BOL TS AT 48 "o.c. 8d A T 6 "o. c, drawn by: JLB Q °° a 48" o. c., (21 MIN CHAPTERS 3 AND 5 RESPECTIVELY OF ACI 318 -08 BUILDING CODE REQUIREMENTS designer: SRC 16d A T 8 o,e: FOR STRUCTURAL CONCRETE': „ 5„ z,� 5;r �r �, project no: 13 -020 TRANSPORTATION OF READY —MIX CONCRETE SHALL BE 1N ACCORDANCE WITH 64f -8 CDX OR 1s OSB 2x DIA. ANCHOR BOLTS AT 32 ac, 8d AT 6 o.c. ASTM C94 ``SPECIFICATION FOR READY -MIX CONCRETE" AND CONCRETE 48" o. c., (2) MIN. ATION PLACEMENT, CONSOLIDATION, AND CURING SHALL BE IN ACCORDANCE WITN !6d AT I2" ox. OR F U N D SECTION 5 OF ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE'° 491 -2 5 " COX OR ? " OSB 5„ ,� A 1s 2x e DIA. ANCHOR BOLTS AT 2l o.c., t21 MIN 8d AT 4 o:c. FLOOR FRAMING J a HOT— WEATHER CONCRETING, SHALL BE IN ACCORDANCE WITH ACI 305 "HOT 48 o. c., (21 MIN, Ln WEATHER CONCRETING ". COLD— WEATHER CONCRETING SHALL BE IN �,� 3x, DOUBLE 2x w/ !Od AT 4', 5" DIA, ANCHOR BOLTS AT �, ,, PLAN 44! 3 CDX OR OSB e W C� 16 2l o.c., (21 MIN. 8d A T 4 "o. c. ACCORDANCE WITH ACI 306 ``COLD WEATHER CONCRETING" AND ACI 306.1 OR FLA T 2x BLOCKING 48 ox., (2) MIN. z C ` `STANDARD SPECIFICATION FOR COLD WEATHER CONCRETING ".„ m z„ �,� 3x, DOUBLE 2x wl IOd AT 3, a DIA. ANCHOR BOLTS AT 341 CDX OR OSB 16 "o. ,, (2) MIN. 8d AT 3 CURING OF SLAB CONCRETE SHALL BE WET TYPE IN ACCORDANCE WITH 32 rs OR FLAT 2x BLOCKING 48" o. c., (2) MIN, SECTION 5.3.6.4 B OF ACI 301 `SPECIFICATIONS FOR STRUCTURAL CONCRETE" &ACI 3088 -01. sheet: T T�Tn T/� �f v USE GRADE 60 REINFORCING BARS, LAP SPLICE 48x BAR DIAMETER RO U Y DA Tl O V PERMIT SET S2m] NO T FOR CONSrVr)TTrT1ON ARE-SUEMITRL M Gl n N copyright @ 2013 Branch Engineering, Inc JUN 2 6 2013 N - - _ r Z Y X W 2x6 DF 2 V U ranc AT 24" . C. x tN#GX INEERING 8205 -- _. , 8205 2x6 DF #2 Since 2977 • .. , _ ..._ . �... -�- ..� • .� . �.. _.... . _ . �.. _.... _...�. -- -- . _. ..._ . 8205 - ----- -- 11 i��13 AT 24 „ 0. c. \ r 91 13 civil transportation i 1 HO 11641-1 - t ?k4n T' Lin �` �� - ` , ;F �, i --- structural • geotechnical I SURVEYING 310 5th Street 14 Springfield, OR 97477 p: 541.746.0637 f: 541.746.0389 www. Branch Engineering.com Springfield OR I Salem OR M11� N P &QNF5TNRU N 34 2n'' HE 1 S4 Expires: JUNE 30, 2013 project title: 2x6 D o AT C. i_,t,j 24 ' ?,� • I LQ w d 14 f i 1 23 . • f @\HD 23 23 _ � i � �� I i ' m . 641 -8 i 23 23 i' HD 1 1 ' : HD 1 3 a HD1 ; ; HD1 D1 8203 8203 �:__ f � � ,. . _ — __- _ ��__ �� __� ; , , 1 �' • .._. • _.... ,� 1 • .� • • .� �- 8203 LL • _ HD 1 C,� �r 011f 641 -8 HD 1 HD 1 r..i.,. 6:12 6:1 11 ' 2 1 � 6:12 : 11 641 -& 2x6 DF #2 N• .. o . 2 0• 6.12 Q • 12 C-� 6:12 6:12 �r • . --._ ( � l--t.. g. m N N m' Cn Cb A T 24 "o. c- TYP. S4 ! W cp 21 1 1 i- --.... ;�? .....,s 21 21 2i AT (6) C', ENGINEERED WOOD TRUSSES , G' � Q ENGINEERED WOOD TRUSSES ENGINEERED WOOD TRUSSES AT 24 0. c. AT 24 "o. c. AT 24 "o. c. FRAMING SCHEDULE „SIMPSON” MARK SIZE HANGER n 8201 1j'x9�" LSL ITS 1.81/9.5 LEGEND 8202 (2 2x6 2 DF ) J B203 4x8 #2 P. T. HF A 2ND FLO OR FRAMING PLAN - -- _ __ �_ WALLS SCALE. 114 _— 8204 4x6 #2 DF HUC46 STEMWALLS 8205 4x8 JOIST Z SHEAR & BEARING WALL BELOW �,"'1 INTERIOR BEARING WALL BELOW KEYm n F r� W KE i NOTES, ,�7��� t 1 v � .t �� _ 0 WOOD COLUMN, 6x6 #2 P.T. HF U.N.O. I'_' Ce W 1. USE 9�" TJI 210 AT 16 "o. c. TYP. AT TYPICAL INTERIOR JOISTS w/ 1�'x9�" LSL RIM BOARDS, U.N.O. [ H o @"SIMPSON" CS22 VERTICAL STRAP WITH (3J 8d EACH END AT 4' -0' o.c. THIS WALL ANGER t.J SIMPSON ITS2.0619.5 HANGERS WHERE INDICATED HOLD 1t 12 "SIMPSON" CS22 VERTICAL STRAP WITH (4) 8d EACH END. 2. USE 1b" PLYWOOD OR OSB FLOOR SHEATHING NAILED w/ IOd AT 6 ox. AT SUPPORTED PANEL HOLD SCHEDULE Q EDGES & 12 o.c. AT FIELD. IN ADDITION TO NAILING, USE'" .BEAD OF ADHESIVE AT EACH JOIST / 11 m V) ._J 1 32' MINIMUM WITH OF BLOCKING UNDER BUILT -UP COLUMN, "SIMPSON" FSC CONNECTING BUILT -UP GIRDER. WHERE ADJOINING PANEL EDGES MEET ON A SINGLE JOIST /GIRDER, USE A " BEAD OF TYPE SINIPSON END STUDS ANC W HARDWARE HOR U •, — -- 3 COLUMNS ABOVE AND.. BELOW .FLOOR FRAMING. ADHESIVE UNDER EACH SHEATHING PANEL EDGE. STAGGER. PANEL LAYOUT 4-•+ � J. USE. DOUBLE 2x STUD COLUMNS AT ALL BEAM BEARING POINTS, U.N.O. IN SCHEDULE. NAIL WALL HDO (2) 2x U.N.O. " DIA. THREADED ROD w Lf) FSC / C..7 14 "SIMPSON" HCP4Z SHEATHING TO EACH STUD w/ MINIMUM OF 8d AT 12 "o: c. PER PLAN OVERSIZE WASHER & DOUBLE NUT UT t z 4. USE 2x6 #2 P.T. HF AT 16'0. C. TYPICAL BALCONY &LANDING JO /STS, U:N.O, � ..� HD U2 PAIR WITH ... - "SIMPSON" LSSU210 -2 HANGER TO BLOCKING BETWEEN STUDS. FASTEN EACH END OF BLOCKING TO 5. SEE ARCHITECTURAL DRAWINGS FOR STAIR CONSTRUCTION. (2) 2x U.N.O. DIA. THREADED ROD w ...... Q0 Ce f5 STUD WITH (4) 16d END- NIALED OR "SIMPSON" L50: 6. RIM BOARDS TO BE CONTINUOUS FOR LENGTH OF WA U.N.O. 01 8" THREADED ROD PER PLAN OVERSIZE WASHER / LL U. . D, E &DOUBLE NUT � QQ � 7. APPLICABLE SHEAR WALL DETAIL IS 16/S3 U.N.O. X m (2) 2x U.N.O. lA. r N HD2 HDU4 s D THREADED ROD w/ @FASTEN BEAM TO SUPPORTING COLUMN WITH "SIMPSON" EPC46 -16. 8. USE ENGINEERED WOOD TRUSSES AT 24'o.c. TYPICAL ROOF FRAMING U.N:0. PER PLAN OVERSIZE WASHER & DOUBLE NUT 9. DESIGN CRITERIA FOR ROOF TRUSSES: 95 MPH WIND SPEED, EXPOSURE C, OCCUPANCY CATEGORY I . FASTEN BEAM TO SUPPORTING BUILT -UP COLUMN WITH "SIMPSON" N4. COMPONENTS &CLADDING. WIND DESIGN. SPECIFIED DRAG LOADS ARE FROM WIND (Cd = 1.6) U,N.O: revisions: *SINGLE HOLDOWN AT FOUNDATION LEVEL SHEAR WALL S CHED UL E N Q - w CD J - - ""SIMPSON" Jt P N - N GENERAL RAL O TES TYPE SHEA THING A EL FRAMING A� T SIMPSON L TP4 PANEL EDGE N Cn ADJOINING PANEL EDGES BASE CONNECTION OR A 35 SPA LING NAILING a o 1. GLUE -LAM BEAMS ARE 24F -V4 DF/DF 2. ALL DIMENSIONAL LUMBER FRAMING IS #2 DF, U.N.O. 16d AT 12 "ox, co „ 641 -12 '5" CDX OR �„ OS8 2x 5„ date: 3. TYPICAL EXTERIOR WALLS: 2x6 #2 DF AT 24 o: c. 32 16 $ DIA. ANCHOR BOLTS AT 48 o.c. 8d AT 6 o.c.- X3-201 3 4. TYPICAL INTERIOR WALL: 2x 12 DF AT 24" 0. C. 48" ox., (2) MIN. drawn by: LB j 5. LAP SPLICE TOP PLATES w " 4 16d U. N. 0. / �) 16d AT 8 o.c. designer: LOCATE TOP PLATE SPLICES OVER STUDS &STAGGER BY 4' -0" MINIMUM. 641 -8 �" 7 " ,j g N 6. �2 CDX OR 16 OSB 2x e DA. ANCHOR BOLTS AT 32 o.c. 8d AT 6 "o. c. SRC SEE 1/S3 FOR TYPICAL WALL, OPENING FRAMING. 48" o, c., (2) MIN. project no: 3_OZ{) a 7, ALL STEEL FASTENERS AND CONNECTORS IN CONTACT WITH PRESSURE TREATED 16d AT 12" WOOD SHALL BE HOT -DIP GALVANIZED. (EXCEPTION: ANCHOR BOLTS OVER 15„ 7„ 2 o. c. OR 44i -2 CDX OR OSB 2x 2ND FLOOR o DIAMETER) ® 32 i6 $" DIA. ANCHOR 80L TS A T 21 "o. c., (2) MIN, 8d A T 4 "o. c, 8. ALL EXTERIOR � PARTY WALLS ARE BEARING. OTHER INTERIOR WALLS ARE 48" ac., (2) MIN. NON- BEARING U.N.O. 441 -3 "CDX �" 3x, DOUBLE 2x w/ IOd A T 4', 8" DIA, ANCHOR BOLTS A T PLAN OR 16 OSB Zl "o.c (2) MIN, 8d A T 4 "o.c. 9. ALL WINDOW & DOOR HEADERS AT BEARING WALLS TO BE 4x6 #2 DF, U.N.O. OR FLAT 2x BLOCKING 48 o.c„ (2) MIN, IO. USE ONE 2x TRIMMER AT EACH END OF EACH HEADER, U.NO. IN SCHEDULE: 11, ROOF BEAMS TO 8E CENTERED ON SUPPORTING COLUMNS BALCONY BEAMS TO 341 �„ 3x, DOUBLE 2x w/ 10d AT 3', -5 DIA. ANCHOR BOLTS AT „ Z ® CDX OR !6 OS8 $ r� 16 "o. c., (2) MIN. Bd AT 3 "o. c. co z OR FLAT 2x BLOCKING 48 o.c., (2) MIN. BE ALIGNED AND SUPPORTED PER 13/S4. N C Ci i sheet: v FOUNDATION PERMIT SET o M � S2m2 NOT FOR CONSTRUCTION CN CL copyright 2013 Branch Engineering, Inc. PRE-SUBMITTAL REC)D 2013 1f i f i i i i 3 2x6 DF W2 AT 24 "a. c, ! �O i 1 lA, t i � HD I --- structural • geotechnical I SURVEYING 310 5th Street 14 Springfield, OR 97477 p: 541.746.0637 f: 541.746.0389 www. Branch Engineering.com Springfield OR I Salem OR M11� N P &QNF5TNRU N 34 2n'' HE 1 S4 Expires: JUNE 30, 2013 project title: 2x6 D o AT C. i_,t,j 24 ' ?,� • I LQ w d 14 f i 1 23 . • f @\HD 23 23 _ � i � �� I i ' m . 641 -8 i 23 23 i' HD 1 1 ' : HD 1 3 a HD1 ; ; HD1 D1 8203 8203 �:__ f � � ,. . _ — __- _ ��__ �� __� ; , , 1 �' • .._. • _.... ,� 1 • .� • • .� �- 8203 LL • _ HD 1 C,� �r 011f 641 -8 HD 1 HD 1 r..i.,. 6:12 6:1 11 ' 2 1 � 6:12 : 11 641 -& 2x6 DF #2 N• .. o . 2 0• 6.12 Q • 12 C-� 6:12 6:12 �r • . --._ ( � l--t.. g. m N N m' Cn Cb A T 24 "o. c- TYP. S4 ! W cp 21 1 1 i- --.... ;�? .....,s 21 21 2i AT (6) C', ENGINEERED WOOD TRUSSES , G' � Q ENGINEERED WOOD TRUSSES ENGINEERED WOOD TRUSSES AT 24 0. c. AT 24 "o. c. AT 24 "o. c. FRAMING SCHEDULE „SIMPSON” MARK SIZE HANGER n 8201 1j'x9�" LSL ITS 1.81/9.5 LEGEND 8202 (2 2x6 2 DF ) J B203 4x8 #2 P. T. HF A 2ND FLO OR FRAMING PLAN - -- _ __ �_ WALLS SCALE. 114 _— 8204 4x6 #2 DF HUC46 STEMWALLS 8205 4x8 JOIST Z SHEAR & BEARING WALL BELOW �,"'1 INTERIOR BEARING WALL BELOW KEYm n F r� W KE i NOTES, ,�7��� t 1 v � .t �� _ 0 WOOD COLUMN, 6x6 #2 P.T. HF U.N.O. I'_' Ce W 1. USE 9�" TJI 210 AT 16 "o. c. TYP. AT TYPICAL INTERIOR JOISTS w/ 1�'x9�" LSL RIM BOARDS, U.N.O. [ H o @"SIMPSON" CS22 VERTICAL STRAP WITH (3J 8d EACH END AT 4' -0' o.c. THIS WALL ANGER t.J SIMPSON ITS2.0619.5 HANGERS WHERE INDICATED HOLD 1t 12 "SIMPSON" CS22 VERTICAL STRAP WITH (4) 8d EACH END. 2. USE 1b" PLYWOOD OR OSB FLOOR SHEATHING NAILED w/ IOd AT 6 ox. AT SUPPORTED PANEL HOLD SCHEDULE Q EDGES & 12 o.c. AT FIELD. IN ADDITION TO NAILING, USE'" .BEAD OF ADHESIVE AT EACH JOIST / 11 m V) ._J 1 32' MINIMUM WITH OF BLOCKING UNDER BUILT -UP COLUMN, "SIMPSON" FSC CONNECTING BUILT -UP GIRDER. WHERE ADJOINING PANEL EDGES MEET ON A SINGLE JOIST /GIRDER, USE A " BEAD OF TYPE SINIPSON END STUDS ANC W HARDWARE HOR U •, — -- 3 COLUMNS ABOVE AND.. BELOW .FLOOR FRAMING. ADHESIVE UNDER EACH SHEATHING PANEL EDGE. STAGGER. PANEL LAYOUT 4-•+ � J. USE. DOUBLE 2x STUD COLUMNS AT ALL BEAM BEARING POINTS, U.N.O. IN SCHEDULE. NAIL WALL HDO (2) 2x U.N.O. " DIA. THREADED ROD w Lf) FSC / C..7 14 "SIMPSON" HCP4Z SHEATHING TO EACH STUD w/ MINIMUM OF 8d AT 12 "o: c. PER PLAN OVERSIZE WASHER & DOUBLE NUT UT t z 4. USE 2x6 #2 P.T. HF AT 16'0. C. TYPICAL BALCONY &LANDING JO /STS, U:N.O, � ..� HD U2 PAIR WITH ... - "SIMPSON" LSSU210 -2 HANGER TO BLOCKING BETWEEN STUDS. FASTEN EACH END OF BLOCKING TO 5. SEE ARCHITECTURAL DRAWINGS FOR STAIR CONSTRUCTION. (2) 2x U.N.O. DIA. THREADED ROD w ...... Q0 Ce f5 STUD WITH (4) 16d END- NIALED OR "SIMPSON" L50: 6. RIM BOARDS TO BE CONTINUOUS FOR LENGTH OF WA U.N.O. 01 8" THREADED ROD PER PLAN OVERSIZE WASHER / LL U. . D, E &DOUBLE NUT � QQ � 7. APPLICABLE SHEAR WALL DETAIL IS 16/S3 U.N.O. X m (2) 2x U.N.O. lA. r N HD2 HDU4 s D THREADED ROD w/ @FASTEN BEAM TO SUPPORTING COLUMN WITH "SIMPSON" EPC46 -16. 8. USE ENGINEERED WOOD TRUSSES AT 24'o.c. TYPICAL ROOF FRAMING U.N:0. PER PLAN OVERSIZE WASHER & DOUBLE NUT 9. DESIGN CRITERIA FOR ROOF TRUSSES: 95 MPH WIND SPEED, EXPOSURE C, OCCUPANCY CATEGORY I . FASTEN BEAM TO SUPPORTING BUILT -UP COLUMN WITH "SIMPSON" N4. COMPONENTS &CLADDING. WIND DESIGN. SPECIFIED DRAG LOADS ARE FROM WIND (Cd = 1.6) U,N.O: revisions: *SINGLE HOLDOWN AT FOUNDATION LEVEL SHEAR WALL S CHED UL E N Q - w CD J - - ""SIMPSON" Jt P N - N GENERAL RAL O TES TYPE SHEA THING A EL FRAMING A� T SIMPSON L TP4 PANEL EDGE N Cn ADJOINING PANEL EDGES BASE CONNECTION OR A 35 SPA LING NAILING a o 1. GLUE -LAM BEAMS ARE 24F -V4 DF/DF 2. ALL DIMENSIONAL LUMBER FRAMING IS #2 DF, U.N.O. 16d AT 12 "ox, co „ 641 -12 '5" CDX OR �„ OS8 2x 5„ date: 3. TYPICAL EXTERIOR WALLS: 2x6 #2 DF AT 24 o: c. 32 16 $ DIA. ANCHOR BOLTS AT 48 o.c. 8d AT 6 o.c.- X3-201 3 4. TYPICAL INTERIOR WALL: 2x 12 DF AT 24" 0. C. 48" ox., (2) MIN. drawn by: LB j 5. LAP SPLICE TOP PLATES w " 4 16d U. N. 0. / �) 16d AT 8 o.c. designer: LOCATE TOP PLATE SPLICES OVER STUDS &STAGGER BY 4' -0" MINIMUM. 641 -8 �" 7 " ,j g N 6. �2 CDX OR 16 OSB 2x e DA. ANCHOR BOLTS AT 32 o.c. 8d AT 6 "o. c. SRC SEE 1/S3 FOR TYPICAL WALL, OPENING FRAMING. 48" o, c., (2) MIN. project no: 3_OZ{) a 7, ALL STEEL FASTENERS AND CONNECTORS IN CONTACT WITH PRESSURE TREATED 16d AT 12" WOOD SHALL BE HOT -DIP GALVANIZED. (EXCEPTION: ANCHOR BOLTS OVER 15„ 7„ 2 o. c. OR 44i -2 CDX OR OSB 2x 2ND FLOOR o DIAMETER) ® 32 i6 $" DIA. ANCHOR 80L TS A T 21 "o. c., (2) MIN, 8d A T 4 "o. c, 8. ALL EXTERIOR � PARTY WALLS ARE BEARING. OTHER INTERIOR WALLS ARE 48" ac., (2) MIN. NON- BEARING U.N.O. 441 -3 "CDX �" 3x, DOUBLE 2x w/ IOd A T 4', 8" DIA, ANCHOR BOLTS A T PLAN OR 16 OSB Zl "o.c (2) MIN, 8d A T 4 "o.c. 9. ALL WINDOW & DOOR HEADERS AT BEARING WALLS TO BE 4x6 #2 DF, U.N.O. OR FLAT 2x BLOCKING 48 o.c„ (2) MIN, IO. USE ONE 2x TRIMMER AT EACH END OF EACH HEADER, U.NO. IN SCHEDULE: 11, ROOF BEAMS TO 8E CENTERED ON SUPPORTING COLUMNS BALCONY BEAMS TO 341 �„ 3x, DOUBLE 2x w/ 10d AT 3', -5 DIA. ANCHOR BOLTS AT „ Z ® CDX OR !6 OS8 $ r� 16 "o. c., (2) MIN. Bd AT 3 "o. c. co z OR FLAT 2x BLOCKING 48 o.c., (2) MIN. BE ALIGNED AND SUPPORTED PER 13/S4. N C Ci i sheet: v FOUNDATION PERMIT SET o M � S2m2 NOT FOR CONSTRUCTION CN CL copyright 2013 Branch Engineering, Inc. PRE-SUBMITTAL REC)D 2013 f' _ F N U N - -- (�" O N 1 tt,f mot- N Nl_ f HE !i i :. .. Tres: JUNE 30 2013 f III � I r I ---- ---- -_ _ , _- I I / 1 projecCIO t W �+./i c V �, Cr S¢ ; - --- -- w I � i U i 1 C ' r r --- HD I -- 1 : - i i i i rr _ r i , i! ` 4° , . 1 , Q f ! I �A { t i ° Lv LJ LQ T. v ! HD I ° Q s t _ _._ ...... , z° `, \ .. A �......... 641 -1 _ � _ Q.., 641 641 1 I--- � 2 7 AT 23 _ 10 S4 23 23 - 23 S4 23 21 '-.'_ --.! OVERFRAMI NG Cr Q Z �..� U_ FRAMING SCHEDULE A ROOF FRAMING PLAN T % .�fA9PSOJV" T�j /���{ 2.3 = ,_ JUJI. l.r LlN MARK SIZE DANGER scac� �/4 � o B301 4x6 #2 DF -- � WALLS BELOW ,. „ B302 x10£ GLB z EDGE OF VAULTED CEILING uJ ...... ...... . M BEA ROOF TRUSS SHEAR & BEARING WALL BELOW W SHEET N� l S WOOD COLUMN, 6x6 #2 DF U.N.O. KEY NO TES !— o� w " ,� I. USE ENGINEERED WOOD TRUSSES A T 24 o.c. TYPICAL ROOF FRAMING U.N.O. y o 21 FASTEN BEAM TO SUPPORTING COLUMN WITH SIMPSON EPC46 -I6. � °._ ., � 2. USE 24116 SPAN RATING OSB ROOF SHEATHING NAILED .w/ _ 3 ,. _ 8d AT G' ox- AT SUPPORTED PANEL EDGES & 12' o.c. AT FIELD. ° OVERFRAMING PER (� FASTEN BEAM(S) TO SUPPORTING COLUMN WITH SIMPSON PC46 16. S4 STAGGER PANEL LAYOUT. 23 FASTEN BEAM TO SUPPORTING BUILT -UP COLUMN WITH "SIMPSON" H4. 3. USE DOUBLE 2x _STUD COLUMNS AT ALL BEAM BEARING POINTS, U.N.O. IN SCHEDULE. HOLD DOWN SCHEDULE Co � —� NAIL WALL SHEATHING TO EACH STUD w! MINIMUM OF 8d AT 12 o.c. \SIMPSQN'� 4. APPLICABLE SHEAR WALL DETAIL IS 161S3 U.N.O. z � L.L. _ 24 FASTEN BEAM TO SUPPORTING BUILT -UP .COLUMN WITH "SIMPSON" H8. TYPE END STUDS ANCHOR ;� _ 5. DESIGN CRITERIA FOR ROOF TRUSSES: 95 MPH WIND SPEED, EXPOSURE C, OCCUPANCY HARDWARE ._. Lti CATEGORY It. COMPONENTS &CLADDING WIND DESIGN. SPECIFIED DRAG LOADS ARE FROM (2) 2x U N.O. " DIA. THREADED ROD w (Q z m WIND (Cd = 1.6) U.N.O. NDO FSC / W PER PLAN OVERSIZE WASHER & DOUBLE NUT } HDU2 PAIR* WITH • :D 00 HD 1 $ (,L �„ (2� 2x U.N.O. DIA, THREADED ROD w/ fl s THREADED ROD PER PLAN OVERSIZE WASHER &DOUBLE NUT Co r--- (2) 2x U.N.O. D1A. THREADED ROD w d o , HD2 HDU4 PER PLAN V s / revisions: N OVERSIZE WASHER & DOUBLE NUT a \ CN *SINGLE HOLDOWN AT FOUNDATION LEVEL O p SMEAR WALL N � SCHEDULE z o d GENERAL NOTES a 1. GLUE -LAM BEAMS ARE 24F -V4 DF/DF TYPE SHEATHING PANEL FRAMING A T '"SIMPSON" L TP4 PANEL EDGE 2. ALL DIMENSIONAL LUMBER FRAMING IS 2 DF, U.N.D. ADJOINING PANEL EDGES BASE CONNECTION 4R A35 o # SPACING NAILING 0 J. TYPICAL EXTERIOR WALLS: 2x6 #2 DF AT 24" o: c. ° 16d AT 12 "o.c. f_ 4. TYPICAL INTERIOR WALL: 2x #2 DF AT 24" o. c. date: 6-2 0-2013 .\ V L_ 5. LAP SPLICE TOP PLATES w/ (4) 16d U.N. 0. 641 -f2 � rt '% it CDX OR 1 ss OSB 2x 8" DIA. ANCHOR BOLTS A T 48 "o. c. 8d A T 6 "o. c. drawn by: LB a LOCATE TOP PLATE SPLICES OVER STUDS & STAGGER BY 4' -0" MINIMUM. 48" o. c., (2) MIN 310 5t h St e r designer: SRC 16d AT 8 "o,c. 7. ALL STEEL FASTENERS AND CONNECTORS IN CONTACT WITH PRESSURE TREATED 641 -8 15 « �� CDX OR - OSB 16 2x DIA. ANCHOR BOL TS A T 32 o. c. �� 8d A T 6 o. c. project no: 13-020 Q a WOOD SHALL BE HOT-DIP GALVANIZED. (EXCEPTION: ANCHOR, BOLTS OVER " Springfield, OR 97477 8 48" o. c., (2) MIN DIAMETER) ROOF FRAMING 441 -2 �5„ „ CDX OR OSB 2x p' 541 746 06 7 "o. "o. .- a _ 8. ALL EXTERIOR & PARTY WALLS ARE BEARING. OTHER INTERIOR WALLS ARE o NON- BEARING U.N.O. i 32 t6 �" DIA. ANCHOR BOL TS A T 21 c.. (2) MIN 8d A T 4 c. _ r. 9. ALL WINDOW & DOOR HEADERS AT BEARING WALLS TO BE 4x6 #2 DF, U.N.O. ` ' 541.746.0389 0389 48" o. c., (2) MIN. a 10. " USE ONE 2x TRIMMER AT EACH END OF EACH HEADER, UN O. IN SCHEDULE.: TO 44I -3 ,i „ CDX OR OSB 3x, DOUBLE 2x w/ IOd AT 4 8 DIA. ANCHOR BOL TS A T �. „ „ , „ 11. ROOF BEAMS BE CENTERED ON SUPPORTING COLUMNS. BALCONY BEAMS TO 16 OR FLA T 2x BLOCKING 48 ox., (2) MIN. 21 0.c., l2) MIN 8d AT 4 o.c. i ui e „ 341 "CDX OR Z,i 0 8 S 3x. DOUBLE 2x w/ I0d AT 3 °, 8�, DIA. ANCHOR BOLTS AT 16 o. c., (2) MIN. „ 8d AT 3 o.c. ww. w. Bran ch E neeri com �, U rs OR FL.A T 2x BLOCKING i� 48 o. c„ (2) MIN. fl sheet. Springfield OR Salem OR f' _ F N U N - -- (�" O N 1 tt,f mot- N Nl_ f HE !i i :. .. Tres: JUNE 30 2013 f III � I r I ---- ---- -_ _ , _- I I / 1 projecCIO t W �+./i c V �, Cr S¢ ; - --- -- w I � i U i 1 C ' r r --- HD I -- 1 : - i i i i rr _ r i , i! ` 4° , . 1 , Q f ! I �A { t i ° Lv LJ LQ T. v ! HD I ° Q s t _ _._ ...... , z° `, \ .. A �......... 641 -1 _ � _ Q.., 641 641 1 I--- � 2 7 AT 23 _ 10 S4 23 23 - 23 S4 23 21 '-.'_ --.! OVERFRAMI NG Cr Q Z �..� U_ FRAMING SCHEDULE A ROOF FRAMING PLAN T % .�fA9PSOJV" T�j /���{ 2.3 = ,_ JUJI. l.r LlN MARK SIZE DANGER scac� �/4 � o B301 4x6 #2 DF -- � WALLS BELOW ,. „ B302 x10£ GLB z EDGE OF VAULTED CEILING uJ ...... ...... . M BEA ROOF TRUSS SHEAR & BEARING WALL BELOW W SHEET N� l S WOOD COLUMN, 6x6 #2 DF U.N.O. KEY NO TES !— o� w " ,� I. USE ENGINEERED WOOD TRUSSES A T 24 o.c. TYPICAL ROOF FRAMING U.N.O. y o 21 FASTEN BEAM TO SUPPORTING COLUMN WITH SIMPSON EPC46 -I6. � °._ ., � 2. USE 24116 SPAN RATING OSB ROOF SHEATHING NAILED .w/ _ 3 ,. _ 8d AT G' ox- AT SUPPORTED PANEL EDGES & 12' o.c. AT FIELD. ° OVERFRAMING PER (� FASTEN BEAM(S) TO SUPPORTING COLUMN WITH SIMPSON PC46 16. S4 STAGGER PANEL LAYOUT. 23 FASTEN BEAM TO SUPPORTING BUILT -UP COLUMN WITH "SIMPSON" H4. 3. USE DOUBLE 2x _STUD COLUMNS AT ALL BEAM BEARING POINTS, U.N.O. IN SCHEDULE. HOLD DOWN SCHEDULE Co � —� NAIL WALL SHEATHING TO EACH STUD w! MINIMUM OF 8d AT 12 o.c. \SIMPSQN'� 4. APPLICABLE SHEAR WALL DETAIL IS 161S3 U.N.O. z � L.L. _ 24 FASTEN BEAM TO SUPPORTING BUILT -UP .COLUMN WITH "SIMPSON" H8. TYPE END STUDS ANCHOR ;� _ 5. DESIGN CRITERIA FOR ROOF TRUSSES: 95 MPH WIND SPEED, EXPOSURE C, OCCUPANCY HARDWARE ._. Lti CATEGORY It. COMPONENTS &CLADDING WIND DESIGN. SPECIFIED DRAG LOADS ARE FROM (2) 2x U N.O. " DIA. THREADED ROD w (Q z m WIND (Cd = 1.6) U.N.O. NDO FSC / W PER PLAN OVERSIZE WASHER & DOUBLE NUT } HDU2 PAIR* WITH • :D 00 HD 1 $ (,L �„ (2� 2x U.N.O. DIA, THREADED ROD w/ fl s THREADED ROD PER PLAN OVERSIZE WASHER &DOUBLE NUT Co r--- (2) 2x U.N.O. D1A. THREADED ROD w d o , HD2 HDU4 PER PLAN V s / revisions: N OVERSIZE WASHER & DOUBLE NUT a \ CN *SINGLE HOLDOWN AT FOUNDATION LEVEL O p SMEAR WALL N � SCHEDULE z o d GENERAL NOTES a 1. GLUE -LAM BEAMS ARE 24F -V4 DF/DF TYPE SHEATHING PANEL FRAMING A T '"SIMPSON" L TP4 PANEL EDGE 2. ALL DIMENSIONAL LUMBER FRAMING IS 2 DF, U.N.D. ADJOINING PANEL EDGES BASE CONNECTION 4R A35 o # SPACING NAILING 0 J. TYPICAL EXTERIOR WALLS: 2x6 #2 DF AT 24" o: c. 16d AT 12 "o.c. i ca M 4. TYPICAL INTERIOR WALL: 2x #2 DF AT 24" o. c. date: 6-2 0-2013 m N Z 5. LAP SPLICE TOP PLATES w/ (4) 16d U.N. 0. 641 -f2 � rt '% it CDX OR 1 ss OSB 2x 8" DIA. ANCHOR BOLTS A T 48 "o. c. 8d A T 6 "o. c. drawn by: LB a LOCATE TOP PLATE SPLICES OVER STUDS & STAGGER BY 4' -0" MINIMUM. 48" o. c., (2) MIN 6. SEE 1/S3 FOR TYPICAL WALL OPENING FRAMING. designer: SRC 16d AT 8 "o,c. 7. ALL STEEL FASTENERS AND CONNECTORS IN CONTACT WITH PRESSURE TREATED 641 -8 15 « �� CDX OR - OSB 16 2x DIA. ANCHOR BOL TS A T 32 o. c. �� 8d A T 6 o. c. project no: 13-020 Q a WOOD SHALL BE HOT-DIP GALVANIZED. (EXCEPTION: ANCHOR, BOLTS OVER " 8 48" o. c., (2) MIN DIAMETER) ROOF FRAMING 441 -2 �5„ „ CDX OR OSB 2x 16d A T I2" ox. OR "o. "o. .- a _ 8. ALL EXTERIOR & PARTY WALLS ARE BEARING. OTHER INTERIOR WALLS ARE o NON- BEARING U.N.O. 32 t6 �" DIA. ANCHOR BOL TS A T 21 c.. (2) MIN 8d A T 4 c. PLAN 9. ALL WINDOW & DOOR HEADERS AT BEARING WALLS TO BE 4x6 #2 DF, U.N.O. 48" o. c., (2) MIN. a 10. " USE ONE 2x TRIMMER AT EACH END OF EACH HEADER, UN O. IN SCHEDULE.: TO 44I -3 ,i „ CDX OR OSB 3x, DOUBLE 2x w/ IOd AT 4 8 DIA. ANCHOR BOL TS A T �. „ a 11. ROOF BEAMS BE CENTERED ON SUPPORTING COLUMNS. BALCONY BEAMS TO 16 OR FLA T 2x BLOCKING 48 ox., (2) MIN. 21 0.c., l2) MIN 8d AT 4 o.c. i ui BE ALIGNED AND SUPPORTED PER 13/S4: 341 "CDX OR Z,i 0 8 S 3x. DOUBLE 2x w/ I0d AT 3 °, 8�, DIA. ANCHOR BOLTS AT 16 o. c., (2) MIN. „ 8d AT 3 o.c. Z �, U rs OR FL.A T 2x BLOCKING i� 48 o. c„ (2) MIN. fl sheet. a FOUNDATION PERMIT SST S2m3 N 0 o � M 7vnT FQR CONSTPTIrT n iv N copyright 4 2013 Branch Engineering, Inc. JUN 4 2013 SHEATHING NOT SHOWN FOR CLARITY KING STUD INTERIOR FINISH, SEE ARCH. DWGS. WALL FRAMING O BLOCKING PER PLAN INTERIOR FINISH, HEADER WALL FRAMING E IGINEERING. SEE ARCH. DWGS. PER PLAN INTERIOR FINISH, Since 1977 CONTINUOUS SPLICE AT EXTERIOR SHEATHING ( SEE ARCH. DWGS. I ADJOINING FLOOR OR INTERIOR FINISH, 1�" LSL RIM BOARD civil transportation .. � EXTERIOR SHEATHI f SHEATHING PANE. S SEE ARCH. DWGS. & structural e o t e c h n i c a! s, 4' 4 SEE ARCH. DWGS. t LSL RIMS, L OARS. 9 PA T PER SHEAR WALL DETAILS.... ( ; ��. �� "�� r -.� - SURVEYING :, SHEAR WALL DETAI S. ,.�;, C` T TRIMMER _� :. , ,C URAL ( FLOOR.., 1 IPRIMMER STUD + � �?NA 'f GS 310 5th Street „ J►, cNGTH _ SHEATHING: �., , SIMPSON CS22 STRAPtOOR JOISTS. F ; .- VERTICAL STRAPS f Springfield, a yC 2x KING STUD 2 D, ,. ' y' �',- .: � �.� � � OR 9747 x ` AT Cox. TO �: � - �� ,, � Y.. _ �. „ p: 541.74s.0637 VERTICAL STRAPS � f� �� . � WHERE INDICATED �.. ' � � �,.� TRIMMER s� ON PLAN t x > t f: 541.74s.0389 .� � � WHERE INDICATED ('� SIMPSON -f- =;r Yc { .k " VIA. x �x r� Tss. USE SIMILAR C9 AT SILL. T r MARK INDICATED ON PLANS APPLIES TO ALL FOUR CORNERS OF WINDOWS AND BOTH SIDES OF DOOR HEADERS U.N.O. WIND a W FRAMING ELENA TIaN A+fARtC DRAG NAILS TO LENGTH BLOCKING 4 PIER WIDTH 8d AT 6` P -o° (2) 8d AT 611 DC P -6" (3) 8d AT 6" 2'-0" (4) 8d AT, 6" 5 Q 2`-6` (5) 8d AT 6' 6 3, -0" (6) ed A T s„ { ON PLAN (2) 10d . www.BranchEngineering.com w: SDS SCREW I ,..,- 4 8d TOE Springfield OR Salem OR }r C) t EACH T , f' ..� 4 „ DOUBLE D.F. TOP. .. FLOOR JOISTS. R E26 D. 1 LSL DOUBLE TOP PLATE T� ---� .z� WEB STIFFENER � {� � A L PLATE STAGGER i RIM BOARD I G SPLICES 48" MIN. { DOUBLE TOP PLAT f FLOOR JOIST BEAM PER PLAN CENTERED ON FLOOR JOISTS PER PLAN PLATES STAGGERED WALL f - PER PLAN FRAMING PER PLAN 1 LSL BLOCKING AT 4' -0 "o. c. OREGON h S0. ?VZ4 Ci rT 3 OOR 4 5 Q �R FRAMING SIMILAR 2 6 D o a � STR.A�`.�ING DETAIL FL FRA�IN A T PAR T� �YA�L .FL a aR F�A.�IING A T E�TERIO�R .WALL _ EXTER R WA.��L BRACING PARAPET A T STA.tR WELL " �- S3 S3 A_ S3 "_ S3 = - S3 SCALE 1 4 -1 0 SCALE 3/4. 1 0 SCALE: 3/4 1 0 SCALE 3f 4 - -0 $3 SCALE. 3 4 -1 0 SCALE 1/4 J 0 / / Expires. JUNE 30, 2013 _ 6x6 POST CONCRETE FLOOR SLAB WITH NOTF. . C ONTRACTOR TO SUBMIT CONTROL & project title: TWO COATS "SONNEBORN „ SIMPSON" ABU66 CONSTRUCTION JOINT PLAN TO ENGINEER P x12 ANCHOR BOLTS n KURE -N- HARDEN OR WALL FRAMING COLUMN BASE 6 SQUARE CONCRETE PEDESTAL, PRIOR TO SLAB CONSTRUCTION. PER PLAN AT 4 -0 o. c. U.N.O. SEE ARCHITECTURAL DETAILS APPROVED ALTERNATE, 8 EMBED 7" MIN. ISOLATION JOINT S3 PARTY WALL „ � t 8 x16 FOUNDATION 2x6 P.T. SILL PLATE " DIA ALL - THREAD ROD 4 BARS AT 1� DEEP SAW CUT (TYP.) # z STUD WALL VENT WHERE INDICATED NOTCH AT JOIST LOCATIONS CONCRETE SLAB CUT AS SOON AFTER POUR JOISTS DISCONTINUOUS NAILING PER 18 o.c: EACH WAY CUT TWO OF EACH i 1 X LSL. BLOCKING '., FINISH GRADE n AS POSSIBLE SHEATHING PER SHEAR WALL SCHEDULE AT PARTY WALL 9 ! FINISH GRADE FLOOR SHEATHING THREE REINFORCING BETWEEN JOISTS R SHEAR WALL SLOPE AWAY BARS AT CONTROL JOINT SCHEDULE FLOOR JOISTS FLOOR FLOOR FROM BUILDING n FLOOR Jolsrs PER PLAN SHEATHING SHEATHING _ 1 = DOUBLE NUT - z- . _.__. ., " „ �, � • i ^ _� ; JOIST POCKET o ° AND WASHER w f W r{ / LINER 44 STRUGTt1R4L FILL. A SEALANT (SIKAFLEX ICSL, OR Z . ��� �;: AS PER GEOTECHN C L ;�" ; �f } r{ ,�;' - „ „ REINFORCEMENT PER REPORT APPROVED ALTERNATE), SHEATHING PER 2x4 STUDS AT 24 a.C. << , BEAM. PER PLAN, _ #4 DOWELS AT 48 O.C., 2 CLR. / L FOOTING SCHEDULE e SHEAR WALL SIMPSON BC4 EACH POST CENTER SPLICES ~N ti ALTERNATE HOOK TY PC44 -16 AT BEAM SPLICES) OVER POSTS DIRECTION �' F CONCRETE FOOTING BACKER ROD SCHEDULE 2x4 P. T. HF #2 ( SEE ODTING MUD SILL - - 4 HORIZ. AT 18 o, c. MAX. 'Y' SCHEDULE P. T. HF #2 POST AT 4 -0 o.C. SIMPSON EPS4Z ��:. _a �... <. °a 2 4 CONTINUOUS 2 4 CONT. O # EA H POST J TS PER 14 BOL R - ; ; .' r �' �,;r < , ��f ,; ".: ;� f ;; , 12 TYPICAL COLUMN FOOTING � 7 CONTROL JOINT SIB DETAIL TYPICAL ,,.:: , - & SHEAR WALL S3 r. _ , - , �...,, �- „,,.�, ; , -,;, ..,. ,...,,; S3 INTERIOR GRADE o0 INTERIOR , ,. ,.�., ,. � ��' ' �.,:, `� �L�ti; ,..* , � . \ � .. ��: .,. ,� SCALE: N.T.S. S3 >a S3 00 2 4 NT - .�,, • 1 2 =i -f} SCALF :N.T.S. O # SCALE., 1 : SCHEDULE CO , f ` GRADE r, FRAMING f , . WA PER PER PLAN SEE ARCHITECTURAL ;^� - u :: -� . -�:. ARCHITECTURAL � DRAWINGS FOR , , . . , ��� <�,,.... v UNDISTURBED A H 16 STRUCTURAL DRA WINGS NC OR BOLTS PER FLASHING DETAILS USE OPEN - GRAVEL NATIVE SOIL r S3 . STUD WALL 1 ' -3” DRAIN ROCK IN ^.: � FINISHED GRADE ..< BEYOND VICINITY OF EXTERIOR SLAB PERIMETER FOOTING s y DRAIN THICKENED '� V REINFORCEMENT FLOOR FRAMING `R... f �: — • SLAB EDGE o PER PLAN i PER Ir i Y , - Y 1 J j ANCHOR ROD PER y 9 10 LONGITUDINAL HOLD. DOWN SCHEDULE INTERIOR FO O TINE INTERIOR FO O TINC 11 T YPI C L PERIMETER .�0 a WING � SCALE: 3/4 " =1 ' -0" S� SCALE: 314`1'-0- S3 SCALE. w r r = SPREAD FOOTING 2 „CLR. �w r TYPICAL WHERE OCCURS 12” FOOTING PER 11 .. S3 ` 13 T.III C.KENE.D SMB DETAIL - S3 USE OPEN - GRAVEL DRAIN ROCK IN VICINITY OF PERIMETER FOOTING DRAIN REGULAR STUDS: SHEATHING: SHEATHING: PER SCHEDULE PER SCHEDULE 2x OF PER PLAN WITH NAILS AT EDGES PER SCHEDULE WITH AILS AT EDGES PER SCHEDULE ° UNDA TI r ° AND 2" o.c. IN THE FIELD Fa ON AT AND 12 ox'. IN THE FIELD REGULAR STUDS: 2x OF ° S3 SCALE; t /2 " =1' -0" PER PLAN s-- a STAGGER NAILS AT ADJOINING PANEL EDGES Y ° S TA GGER NAILS AT ADJOINING PANE L ED G ES a, SOLID BLOCKING VVI AT ALL ADJOINING SOLID BLOCKING `A - PANEL EDGES: 2x FLAT TO SHEATHING �r AT ALL ADJOINING PANEL EDGES: 2x FLAT TO SHEATHING, STUDS AT ADJOININ Aft '.� § LL revision s: o LO STUDS AT ADJOINING PANEL EDGES: ,� PER SCHEDULE DC W �- • .. z O UJ < W ° I wr' END STUDS:: fi END 0000 TUDS. ° 11 0 PER SCHEDULE I W CHEDULE 0 ° N �� a s.� BOTTOM PLATE TO RIM BOARD: 2x P. T. HF 2 MUD SILL # G date: 0 -25 -2013 J LLJ HOLD W drawn by: jLB DO �� Ln v PER SCHEDULE LAJ (.0Z 0 SCHEDULE. EMBED 7" MIN. WITH a N copyright 4 2013 Branch Engineering, Inc. JUN 2 6 2013 '.� § PANEL EDGES: revision s: o LO STUDS AT ADJOINING PANEL EDGES: ,� PER SCHEDULE ° ..,. .. +Ta. • .. (n < W ° I wr' END STUDS:: fi END 0000 TUDS. ° PER SCHEDULE I PER CHEDULE 0 ° �� a s.� BOTTOM PLATE TO RIM BOARD: 2x P. T. HF 2 MUD SILL # G date: 0 -25 -2013 ° 16d NAILS, PER SHEAR WALL SCHEDULE, BASE CONNECTION. HOLD ::" pPGt� DOWNS. S ANCHOR BOLTS: P drawn by: jLB PER SCHEDULE 5wQ ,� Q E J x 12 SPACING PER SHEAR WALL designer: SRC 0 SCHEDULE. EMBED 7" MIN. WITH a TOP PLATE TO RIM BOARD: "SIMPSON" BP 518 -3 WASHERS PLACED SO project no: 13 -020 TENSION RO G "SIMPSON" LTP4 OR A35 PER SHEAR WALL SCHEDULE THAT EDGE OF WASHER EXTENDS TO WITHIN PER SCHEDULE pP USE OT DIP GALVANIZED " " OF SHEATHED EDGE OF MUD SILL PLATE, STRUCTURAL o o MAY OMIT IF WALL SHEATHING ` FINISH FOR ALL STEEL o o o SPLICE OCCURS AT RIM BOARD FAST HERS IN CONTACT DETAILS WITH P. T. WOOD FRAMING. a THREADED ROD 50 ° "SIMPSON" LTP4 HOLD DOWN ANCHORS: ° HOLD DOWN OVE SIZE WASHER & PER SCHEDULE PER SCHEDULE DOUBLE NUT AT ` MID DEPTH OF FOOTING NAILS PER EDGE SPACING sheet copyright 4 2013 Branch Engineering, Inc. JUN 2 6 2013