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Plan, Tentative APPLICANT 10/11/2018 (2)
SECOND FLOOR W i e WS Vyv V\n ms Date Received OCT 11 21'8 Original Submiftal `?Y'% REVISION DATE JULY 17, 2014 PRGkFs� / w�G;Nei, 11,454 OREGON L GPP EXPIRES 1213VIS 6l bm'1 Lu z 0 - 4 -tom Q cu Luo Z � Lu z Q ul > usQ us m bl p w � r la PROJECT NEW APARTMENT BUILDING for WIECHERT CUSTOM HOMES 1100 QSTREET SPRINGFIELD OREGON INDEX OVERALL FLOOR PLAN JOB NO 14-11 DRAWN BY DLC SHEET NO Al OF AIS WALL LEGEND EMEMEM EXTERIOR WALLS 2 X 6 STUDS @ 16" O.G. -- 9-1" PLATE HEIGHT ® INTERIOR WALLS 2 X 4 STUDS @ 16" O.G. 1 -HOUR FIRE SEPARATION WALLS AS DETAILED APARTMENT BUILDING - FIRST FLOOR PLAN 1/4 If S G A L E Films. Cop � I }c ��, �lf�n Neuf Mod NL�v�w i3v�tce, �J� e c4w�rk p� a of 30 Deate Rloccelved nrT 1 1 nein, Original Submittal �Yi'1 REVISION DATE JULY 17, 2014 PRG}c�s' i�OINg�� / 11,454 OREGON 9�e 19, �Ft GPP C E EXPIRES 1213VIS bml 0 -i {-� o � � UA o 4) Z Q ►- V-1 z U-1 > Ld> Q ut . �ry , i i� � jrLaf � s 7 i� PROJECT NEW APARTMENT BUILDING for WIECHERT CUSTOM HOMES 1100 QSTREET SPRINGFIELD OREGON INDEX FIRST FLOOR PLAN ►OB NO 14-11 DRAWN BY DLC SHEET NO A2 OF AIS APARTMENT 1/4" SCALE BUILDING FIRST FLOOR PLAN Fte, CoptA gl�j�-oom-�-jwi �46 v1wr\jRw-eW W'VAN" MOA omu, J UA�VA- pq 3 (Df w Date Roxceived original SubmiUal REVISION DATE JULY 17,2014 p S C ^11,114 OREGON EXPIRES 12/31/15 bi Lu tz Q - O We > OL Lu --I cU PROJECT NEW APARTMENT BUILDING for WIECHERT CUSTOM HOMES 1100 QSTREET SPRINGFIELD OREGON INDEX FIRST FLOOR PLAN JOB NO 14-11 DRAWN BY DLC SHEET NO A3 OF AIS WALL LEGEND 99090MM EXTERIOR WALLS 2 X ro STUDS @ 165"O.G. -- gr -l' PLATE HEIGHT ® INTERIOR WALLS 2 X 4 STUDS @ 16"O.G. P,7—Z,Z,Z,Z,ZA 1 -HOUR FIRE SEPARATION WALLS AS DETAILED APARTMENT BUILDING SEGOND FLOOR PLAN 114 11 5 GA L E PC WP st)-c vin� ?,.Ooew mod, tmrw 6y � V, vj eo".W-� Pry Lv 0� �c) D a lam RZ Onginal 0- qyn REVISION DATE JULY 17, 2014 P, 11,454 REGON 1�19, 4t LGPP EXPIRES 12/31/IS G) psi Lu X:z cx- U-1 Q( - Lu Lu > Ld cv- C, U-1 --I ca A. PROJECT NEW APARTMENT BUILDING for WIECHERT CUSTOM HOMES 1100 QSTREET SPRINGFIELD OREGON INDEX SECOND FLOOR PLAN JOB NO 14-11 DRAWN BY DLC SHEET NO A4 OF AIS APARTMENT BUILDING SECOND FLOOR PLAN i/4" SCALE 5y kxc"" w � c CINZ Irk F� 5 0� ?o Criolinall REVISION DATE JULY 17, 2014 p 11,454 OREGON 10 9, Ikoi GPS EXPIRES 1213VIS Lu Lu sz-_ cl- -r-3 < tE ul QL C, Lu I CD co PROJECT NEW APARTMENT BUILDING for WIECHERT CUSTOM HOMES 1100 QSTREET SPRINGFIELD OREGON INDEX SECOND FLOOR PLAN JOB NO 14-11 DRAWN BY DLC SHEET NO AS OF AIS WALL LEGEND EXTERIOR WALLS 2 X 6 STUDS @ 16'0,G. -- 9-1" PLATE HEIGHT INTERIOR WALLS 2 X 4 STUDS @ 16" O.G. �� 1 -HOUR FIRE SEPARATION WALLS A5 DETAILED APARTI**--IENT BUILDING - THIRD FLOOR PLAN 1/4 S C A L E Fte, UN Side PIS �w� Nt�nor Mod 6ruGe W+ecJitCV1— REVISION DATE JULY 17, 2014 NE,454 0i� OREGON O,Q �F6 19, 4L LGPQ EXPIRES 12131/115 bl m w � w zz 0 O 'Q ti }- o Lu o Z Q i- �.1 z Q UA > ulUA I 61 w � r PROJECT NEW APARTMENT BUILDING for WIECHERT CUSTOM HOMES 1100 QSTREET SPRINGFIELD OREGON INDEX THIRD FLOOR PLAN JOB NO I4-11 DRAWN BY DLC SHEET NO A6 OF AIS APARTMENT BUILDING THIRD FLOOR PLAN ffte, tvfm 1/4 11 5 GA L E �i<lflaw 9.160elvi mthDy -7 r� � ("T REVISION DATE JULY 17, 2014 p 11,454 REGON EXPIRES 1213VIS 61 bel Lu zz ks) Lu cz Lu > tv\ Ll UA 715(v r .0 LaAll AM PROJECT NEW APARTMENT BUILDING for WIECHERT CUSTOM HOMES 1100 QSTREET SPRINGFIELD OREGON INDEX THIRD FLOOR PLAN JOB NO 14-11 DRAWN BY DLC SHEET NO A7 OF AIS A Origin & 1 %3,ub-milMll W-1 RESTROOM NOTES 1. PLAN DIMENSIONS -- Dimensions on Restroom Plans are to wall finish assuming 5/8" gypsum wallboard and 1" thickness for metal partitions. To maintain ADA clearances, adjustments maybe required. Coordinate with other trades to verify. 2. ACCESSIBILITY REQUIREMENTS -- Restrooms shall conform to all applicable accessibility requirements of the Oregon Structural Specialty Code, latest addidtion, as shown on the drawing and otherwise. Notify Engineer and Owner of discrepancies between drawings and Code language prior to construction or installation of equipment or fixtures. 3. TOILETS -- Seat height for toilet shall be between 17' and 19" above finish floor. Flush control lever shall be mounted for use from the wider space beside the toilet and shall require a force of no more than 5# to activate. 4. GRAB BARS-- Provide solid blocking to support grab bars. Grab bar installation may be delayed until required by tenant. When installed grab bars shall meet all current requirements. Grab bars shall be specifically designed by manufacturer to conform to accessiblity requirements of the Code. They shall be constructed of round tubular stainless steel 11/4' to 11/2 in outside diameter and shall have a slip resistant finish. Install grab bars in accordance with manufacturers instructions. MIRROR T-5" MAX. LEVER -TYPE CONTROLS 5# FORGE MAXIMUM TO OPERATE SINK RIM I OBSTRUCTION -FREE AREA INSULATE PLUMBING METAL BRACKET BEYOND NOT IN AGCF591BLITY SPACE 8° MINIMUM T -1 a° ot A G G E 5 5 1 B L E LAVITORY 1/2" 5 G A L E AGGESSIBLE BATHROOM 1/2" SGALE SECTION ' MAXIMUM ' GRAB BAR T.P. DISP. RM� 1/2° 5 G A L E BLE APARTMENT (UNIT 3 - i}e plc Ze1��w M t�vr ADA c'2" t REVISION DATE JULY 17,2014 w�4 � 11,454 OREGON 9,p B 19 RFS � L CPQ, EXPIRES 1213VIS rn s Ln rn R� � w z O O s— z � 0 O � Q W Z u.t CZ - n LU I CQ rn CIO Lid PROJECT NEW APARTMENT BUILDING for WIECHERT CUSTOM HOMES 1100 QSTREET SPRINGFIELD OREGON INDEX ACCESSIBLE UNIT FLOOR PLAN DETAILS JOB NO 14-11 DRAWN BY DLC SHEET NO A8 OF AIS METAL GUTI ON5/4X8f 5/4 X 4 R/5' 2 X 3 SLOPE 1X3TRIM 0 5/4 X 8 BAR{ 8 X 8 POST 5/4 X 10 BAND WITH 5/41 FLASH AT TOP 5/4 X 4 R/5 WOOD CORNI 6" MINIMUM CLEARANCE SIDING TO GRADE EXTERIOR LIGHTIN( AT 12 FEET ABOVE (5) LOCATIONS ON GOMPOSIT PANEL 1. VERTICAL GROOVE 1 X 3 BATTS AT VEI TYPICAL AT ENTRY CEDAR SHINGLE 9 COMP05IT SIDING TRIM BAND TO MAI 91/2" COMPOSIT S ALL EXTERIOR SUR 36" HIGH GUARDRI (TYPICAL) FOOTINGS TO BEAT LEVEL UNDISTURBI OR ENGINEERED G GRANULAR FILL 12" MINIMUM BELOW FINISHED GRADE WEST ELEVATION vaa° scare NUS 1 H L.L..t7.V/,/-\ I IUN 1/8° 5 G A L E EXTERIOR WALKWAY LIGHTING FIXTURE5 1 E-CONOLITHT E-WPAP15QZ 150 -WATT PULSE START METAL HALIDE WALL PACK, BRONZE FINISH (5) LOCATIONS ON EAST WALL OF BUILDING ADJUST CUTOFF GLARE SHIELD TO ILLUMINATE 5 FEET MAXIMUM BEYOND EAST EDGE OF SIDEWALK 2 E-CONOLITHT E-MF261ZP 13 -WATT X 2 FLOURESGENT WALL MOUNT, BRONZE FINISH (3) LOCATIONS - ONE ON SOUTH WALL OF EACH STAIR 3 E-CONOLITHT E-G51F211WP SQUARE 21 -WATT FLOURESGENT CANOPY LIGHT, MILL FINISH (4) LOCATIONS (NOT SHOWN) - ONE CENTERED ABOVE 51DEWALKAT EACH SECOND FLOOR STAIR LANDING, ONE CENTERED ON BIKE STRUCTURE SOFFIT GEILNG AND HEADER HEIGHTS CEILING HEIGHT 6-1" (FLOOR DECK TO G.J.) WINDOW HEADERS AT 7-1" ABOVE FLOOR DECK DOOR HEADERS AT 6-10" ABOVE FLOOR DECK OR AS SPECIFIED BY DOOR MANUFACTURER UU-1 H E:L.E.--V l 1UN 1/8" 5 G A L E �-- 14� �:) I 1/8 115 G A L E E.- I .._V/12� 1 1UN CEDAR SHINGLE STYLE COMPOSIT SIDING 6" MINIMUM CLEARANCE SIDING TO GRADE 1 X 3 TRIM ON 5/4 X 8 BARGE BOARDS 30 -YEAR COMPOSITION ROOFING METAL GUTTER ON 5/4 X FASCIA EXTERIOR LIGHTING FIXTURE 2 AT 12 FEET ABOVE GRADE (3) LOCATIONS ON STAIR WALLS 5/4 X 10 BAND WITH 5/4 X 4 TRIM ALIGN WITH DECK / LANDING FASCIA FLASH AT TOP 91/2" COMPOSIT SIDING 8" TO WEATHER ALL EXTERIOR SURFACES EXCEPT AS NOTED 30 -YEAR COMPOSITION ROOFING METAL GUTTER ON 5/4 X 8 FA5GIA 5/4 X 4 R/5 WOOD JAMB TRIM. 2 X 3 SLOPED SILL W/ 5/4 X 6 TRIM TYPICAL AT ALL WINDOWS 5/4 X 4 R/S WOOD CORNER BOARDS 1 X 3 TRIM ON 5/4 X 8 BARGE BOARDS 8 X 8 POST COPgt1-It-00063--wPI t w vvi eW " rtoy a DC( REVISION DATE JULY 17, 2014 0P,gcFSNg��s/454 OREGON � e 9A Q 19 4L L GPS EXPIRES 1213VI5 rn m Ln w z tz 0 a �o -'tZ3� _Q� L- 1, o ks' o �Q Lu z > d � ►.0 m Fit PROJECT NEW APARTMENT BUILDING for WIECHERT CUSTOM HOMES 1100 QSTREET SPRINGFIELD OREGON INDEX EXTERIOR ELEVATIONS JOB NO 14-11 DRAWN BY DLC SHEET NO OF AIS ROOF / CEI 30 -YEAR COMP 15# FELT 1/2" OSB OR PL) ENGR. TRUSSES R-38 FIBERGLA 5/8" GYPSUM 1\ METAL GUTTER ON5/4X8FAS EXTERIOR COMPOSIT SIDIP AIR / MOISTURE 1/2" OSB OR PL) 2X6STUDS @ R-21 FIBERGLAS 1/2" GYPSUM W MINIMUM 6" CLE SIDING TO GRAI FOUNDATI THICKEN EDGE HORIZ. (1) #4 VERT. DOWEL #4 @ 32" O.G. STANDARD HOOK IN FOOTING 8"X 18" CONTINUOUS FOOTING (2) #4 EACH WAY ROOF / CEI 30 -YEAR COMF 15# FELT 1/2" OSB OR PL` ENGR. TRUSSE! R-38 FIBERGLA 5/8" GYPSUM U GIRDER TRUSS INTERIOR 1/2" GYPSUM W BOTH SIDES 2X4STUDS @ EXTERIOR COMPOSIT SIDII AIR / MOISTURE 1/2" OSB OR PL` 2 X 6 STUDS @ R-21 FIBERGLAA 1/2" GYPSUM W MINIMUM 6" GLI SIDING TO GRA FOUNDATI THICKEN EDGE HORIZ. (1) #4 VERT. DOWI STANDARD HOOK IN FOOTING 8'X 18" CONTINUOUS FOOTING (2) #4 CONT. A SECT ioN 10 1/4" SCALE SECTION X10 1/4 5 GA L E STAIR ROOF 30 -YEAR COMPOSITION ROOFING 15# FELT 1/70913 OR PLYWOOD ENGR. TRUSSES @ 24" O.G. COMPOSIT PANEL SOFFIT HANDRAIL AT 34" ABOVE STAIR NOSINGS STAIRS CONCRETE STEPS METAL PAN STEEL FRAME STAIR WALL COMPOSIT SIDEING (SEE ELEVATIONS FOR STYLE) WEATHER BARRIER 1/2" PLYWOOD OR OSB SHEATHING 2 X 4 STUDS @ 16" O.G. COMPOSIT PANEL SIDING INSIDE 1 X 3 BATTS AT JOINTS STAIR LANDING 31/2" CONCRETE SMOOTH FINISH 11/2" X 19 GA. GALVANIZED STEEL PAN 2 X 4 P.T. NAILERS @ 24" MAXIMUM O.G. SCREW TO PAN @ 12" O.G. GOMPOSIT PANEL SOFFIT EXTERIOR SLAB 4" CONGRETE SLAB LIGHT BROOM FINISH 6X6-W1.4XWIA WWF COMPACTED CRUSHED ROCK FILL THICKEN EDGES t e 000 (93 --NP 1 rl 64e, ?kwlemm) M1ivwy- AVDA '�jYu !.e 'W 12 t�►'�-� 9eox,glaas Sul-'Toll' ci"s:,si its`,,,,_ .,.—•°°� REVISION DATE JULY 17, 2014 C?� C,INg4: 11,454 oxEcox 9� �e y 9, 1g�ry �P c EXPIRES 12/3VIS rn m rn w � w 0 O 'Q s-- z !-- o Lu � 3 0 cv Z � �-U z Lu qOf- Ca Lu I co rn 9, ,, PROJECT NEW APARTMENT BUILDING for WIECHERT CUSTOM HOMES 1100 QSTREET SPRINGFIELD OREGON INDEX BUILDING SECTIONS JOB NO 14-11 DRAWN BY DLC SHEET NO A10 OF AIS (3) DOWNSPOUT5 EACH EAVE PARTIAL 1200E 1/4° SCALE FRAM A V12 NG PLAN -------------- BLOCK OUT FOR DOOR PARTIAL FOUNDAT 1/4 SCALE 41/2" CONCRETE SLAB THICKEN EDGE NEXT TO PAVED AREA ION PLAN -GARAGE BUILDING FLOOR PLAN 1/4 SCALE , 00m co.vcpk_ap'"'t'vi Mmoc moa tyuct, voltoK.0,vt REVISION DATE JULY 17, 2014 11,454 OREGON 19 EXPIRES 12/3 VIS �z Lu 0 o- -a� �o Lu Lu > Lu I co t -9 - 'Ai PROJECT NEW APARTMENT BUILDING for WIECHERT CUSTOM HOMES 1100 QSTREET SPRINGFIELD OREGON INDEX GARAGE FLOOR PLAN ROOF FRAMING PLAN FOUNDATION JOB NO 14-11 DRAWN BY DLC SHEET NO All i OF AIS /-7\ G 71 0 N Al2 1/4" SGALE ROOF 30 -YEAR COMPOSITION ROOFING 15# FELT 1/2, 058, OR PLYWOOD ENGR. TRUSSES @ 24" O.G. R-25 FIBERGLASS INSULATION 5/8" GYPSUM WALLBOARD METAL GUTTER ON 5/4 X 8 FASCIA EXTERIOR WALL COMPOSIT SIDING AIR/ MOISTURE BARRIER 1/2" OSB OR PLYWOOD 2X6STUDS @16"O.C. R-21 FIBERGLASS INSULATION 1/2" GYPSUM WALLBOARD FOUNDATION 2 X 6 P.T. SILL PLATE 1/70 X 10" A.B. @ 6-0" O.G. 6" CONE. FOUNDATION WALL HORIZ. #4 AT TOP VERT. #4 @ 48" O.G. 8"X 14" CONCRETE FOOTING (2) #4 CONT. EXTERIOR WALKWAY LIGHTING FIXTURES 1 E-CONOLITHT E-WPAP15QZ 150 -WATT PULSE START METAL HALIDE WALL PACK, BRONZE FINISH (5) LOCATIONS ON WEST WALL OF BUILDING ADJUST CUTOFF GLARE SHIELD TO ILLUMINATE 10 FEET MAXIMUM BEYOND WEST EDGE OF APRON (1) LOCATIONS ON NORTH WALL OF BUILDING 12'-0" ABOVE FINISH GRADE ADJUST CUTOFF GLARE SHIELD TO ILLUMINATE TO NORTH EDGE OF DRIVEWAY MAXIMUM. EXTERIOR LIGHT""1-. " ' AT 12 FEET ABO' (1) LOCATION 01 1 X 3 TRIM ON 5/4 X 8 BARGE I CEDAR SHINGLE COMP051T 501, 5/4 X 10 TRIM Bf FLASH AT TOP 5/4 X 4 R/S WO( 91/2" GOMPOSII ALL EXTERIOR S FOOTINGS TO B' LEVEL UNDI5TU OR ENGINEEREI GRANULAR FILL BELOW FINISHE 30 -YEAR COMPOSITION ROOFING 12 A14 .AST ELEVATION 1/4" 5 G A L E END ELEVATION va scare WEST ELEVATION 1/4" '�C:ALE c ?tan "e vi M;t w N�c� � 5ta FjYUCG vj�d..C.ksv} P� CD-o� -30 REVISION DATE JULY 17, 2014 PRf,Ic�C�' 11,454 OREG*N O�Q8 19, L RFL L EXPIRES 12/3VIS is � w z 0 �4 �Z o � 3 0 Q Z � Lu z Lu > Q Q w s� G m ao .r r PROJECT NEW APARTMENT BUILDING for WIECHERT CUSTOM HOMES 1100 QSTREET SPRINGFIELD OREGON INDEX GARAGE EXTERIOR ELEVATIONS SECTION JOB NO 14-11 DRAWN BY DLC SHEET NO Al2 OF AIS 8 X 8 BEAMS MITER AT CORNER SIMPSON BG8 CONNECTOR 1/2"0 X 8" LAG SCREW 8 X 8 P05TS POST / BEAM CONNECTION 1/270 X 12" LAG SCREW 8 X 8 BEAMS MITERED HALF LAP JOINT AT CORNER SIMP50N BG8 CONNECTOR 8 X 8 POSTS POST / BEAM CONNECTION WALL / GATE A13 11/2" SCALE A13 11/2" SCALE A13 11/2"SCALE l: TRASH ENCLOSURE EAST ELEVATION 1/4" 5 C A L E (6) 8 x 8 POSTS (4) BC8 POST GAPS (10) Hl CLIPS 7 5/4 X 8 FASGIA TRASH ENCLOSURE (---2 A13 2 X 6 RAFTERS @ 24" O.C. 1 A13 ROOF FRAMING PLAN 1/4" SCALE TRASH ENCLOSURE ENI ELEVATION 1/4" SCALE TRASH ENCLOSURE FOUNDATION P 1/4° SCALE 1 X 3 TRIM ON 5/4 X 8 BARGE BOARDS 8 X 8 BEAM 8 X 8 POSTS 5' HIGH SCREEN T1-11 SIDING 2 X 6 FRAME ALL SIDES 1 X 2 TRIM $ BATTS 6" HIGH CONCRETE CURB (6) SIMPSON ABU88 BASES FOR 8 X 8 POSTS 41/2" GONGRETE SLAB LIGHT BROOM FINISH 6X6-WIAXW1.4 WWF OR #3 @ 18" O.G.E.W. COMPACTED CRUSHED ROCK BASE 0 THICKEN EDGE OF SLAB 12"W. X 12" BELOW GRADE (2) #4 CONT. 71/2"W. X MIN. 6" H. CONCRETE CURB PLAGE MONOLITHIGALLY WITH SLAB LAN TRASH ENCLOSURE WEST ELEVATION 1/4" SCALE 2X4CAP FASTEN WITH (2) ROWS 10d GALVANIZED FINISH NAILS @ 8" O.G. 2 X 6 FRAME EACH FACE FASTEN WITH (2) ROWS 10d GALVANIZED FINISH NAILS THROUGH ALL MEMBERS @ 12" O.G. EACH FACE 1 X 2 TRIM EACH FACE 1 X 2 BATTS EVENLY SPACED AS SHOWN ON ELEVATIONS. 5/871-11 PLYWOOD SIDING LOCATE VERTICAL JOINTS TO ALIGN WITH BATT LOCATIONS. 30 -YEAR COMPOSITION ROOFING METAL GUTTER ON 5/4 X FASGIA 8 X 8 POSTS GATE TO MATCH SCREEN PROVIDE HEAVY DUTY HINGES AND LATCH HARDWARE CONCRETE CURB 6" MINIMUM ABOVE GRADE SIMPSON ABU88 BASES AT POSTS 114" TRASH ENCLOSURE FLOOR PL/A--\N 5 G A L E -le. C,© by uc, c REVISION DATE JULY 17, 2014 11,454 OREGON �c 0 9 E GPP EXPIRES 12/3VIS F is w z 0 Q Gl i z Lu � 3 0 Z �t z w Q � ClLd cz Lu I ca sr r PROJECT NEW APARTMENT BUILDING for WIECHERT CUSTOM HOMES 1100 QSTREET SPRINGFIELD OREGON INDEX TRASH ENCLOSURE JOB NO 14-11 DRAWN BY DLC SHEET NO A13 -1 OF AIS Ila 5/4 X 8 FASGIA TRASH ENCLOSURE (---2 A13 2 X 6 RAFTERS @ 24" O.C. 1 A13 ROOF FRAMING PLAN 1/4" SCALE TRASH ENCLOSURE ENI ELEVATION 1/4" SCALE TRASH ENCLOSURE FOUNDATION P 1/4° SCALE 1 X 3 TRIM ON 5/4 X 8 BARGE BOARDS 8 X 8 BEAM 8 X 8 POSTS 5' HIGH SCREEN T1-11 SIDING 2 X 6 FRAME ALL SIDES 1 X 2 TRIM $ BATTS 6" HIGH CONCRETE CURB (6) SIMPSON ABU88 BASES FOR 8 X 8 POSTS 41/2" GONGRETE SLAB LIGHT BROOM FINISH 6X6-WIAXW1.4 WWF OR #3 @ 18" O.G.E.W. COMPACTED CRUSHED ROCK BASE 0 THICKEN EDGE OF SLAB 12"W. X 12" BELOW GRADE (2) #4 CONT. 71/2"W. X MIN. 6" H. CONCRETE CURB PLAGE MONOLITHIGALLY WITH SLAB LAN TRASH ENCLOSURE WEST ELEVATION 1/4" SCALE 2X4CAP FASTEN WITH (2) ROWS 10d GALVANIZED FINISH NAILS @ 8" O.G. 2 X 6 FRAME EACH FACE FASTEN WITH (2) ROWS 10d GALVANIZED FINISH NAILS THROUGH ALL MEMBERS @ 12" O.G. EACH FACE 1 X 2 TRIM EACH FACE 1 X 2 BATTS EVENLY SPACED AS SHOWN ON ELEVATIONS. 5/871-11 PLYWOOD SIDING LOCATE VERTICAL JOINTS TO ALIGN WITH BATT LOCATIONS. 30 -YEAR COMPOSITION ROOFING METAL GUTTER ON 5/4 X FASGIA 8 X 8 POSTS GATE TO MATCH SCREEN PROVIDE HEAVY DUTY HINGES AND LATCH HARDWARE CONCRETE CURB 6" MINIMUM ABOVE GRADE SIMPSON ABU88 BASES AT POSTS 114" TRASH ENCLOSURE FLOOR PL/A--\N 5 G A L E -le. C,© by uc, c REVISION DATE JULY 17, 2014 11,454 OREGON �c 0 9 E GPP EXPIRES 12/3VIS F is w z 0 Q Gl i z Lu � 3 0 Z �t z w Q � ClLd cz Lu I ca sr r PROJECT NEW APARTMENT BUILDING for WIECHERT CUSTOM HOMES 1100 QSTREET SPRINGFIELD OREGON INDEX TRASH ENCLOSURE JOB NO 14-11 DRAWN BY DLC SHEET NO A13 -1 OF AIS UPPER FLOOR / PrAIRTY WA 11/2" SCALE WALL COMPOSIT PANEL SIDING GROOVES @ 4" O.G. 1 X 3 BATTSAT JOINTS WEATHER BARRIER 1/2" PLYWOOD OR OSB SHEATHING 2X6STUDS @16'O.G. R-21 FIBERGLASS INSULATION 1/2" GYPSUM WALLBOARD SIMPSON DTT2Z HOLDDOWN WITH 1/70 THROUGH BOLT 5/8" TYPE X GYPSUM WALLBOARD 11/4" X 117/8" LSL RIM BOARD — FLOOR / GEILING 7/8" PLYWOOD SHEATHING 117/8" TJI 210 FLOOR JOISTS @ 16" O.G. "FLAK JSGKET" PROTECTION RESILIENT CHANNELS @ 16' O.G. 5/8" TYPE X GYPSUM WALLBOARD FLOOR /PATIO 11/2" SCALE ONE-HOUR FLOOR / CEILING 7/8" PLYWOOD SHEATHING 117/8" TJI 210 FLOOR JOISTS @ 16•' O.G. "FLAK JSGKET" PROTEGTION RE51LIENT CHANNELS @ 16" O.G. 5/8" TYPE X GYPSUM WALLBOARD CONTINUOUS RIM JOIST EACH SIDE 1/2" TYPE X GYPSUM WALLBOARD CONTINUOUS BOTH SIDES TJI STABILITY BLOCKING @ 48" O.G. EACH SIDE ONE-HOUR PARTY WALL DOUBLE -STUD NON-BEARING WALL 5/8" TYPE X GYPSUM WALLBOARD BOTH SIDES (2) 2 X 4 SPACED STUDS @ 16" Q.G. R-13 FG. INSULATION EACH SIDE 1/4" AIR SPACE BETWEEN STUDS LL GALVANIZED FLASHING 4' MINIMUM ABOVE TOP OF CONCRETE TOOL EDGE OF CONCRETE AND CALK 31/2"X 3'X 1/4" STEEL ANGLE LEDGER / 1/2"0 BOLT @ 16" O.G. t 2 DECK / SOFFIT 6 31/2" CONGRETE 2 6 SMOOTH FINISH 11/2" X 19 GA. GALVANIZED STEEL PAN 2 X 4 P.T. NAILERS @ 24" MAXIMUM O.G. SCREW TO PAN @ 12" O.C. COMP051T PANEL SOFFIT GUARDRAIL 3 X 2 X 3116 STEEL TUBE TOP RAIL 1/2 X 1/2 STEEL BALUSTERS 4" MAXIMUM CLEAR BETWEEN 3 X 2 X 3116 STEEL TUBE BOTTOM RAIL DECK / SOFFIT 31/2" CONGRETE SMOOTH FIN15H 11/2" X 19 GA. GALVANIZED STEEL PAN 2 X 4 P.T. NAILERS @ 24" MAXIMUM O.G. SCREW TO PAN @ 12"O.C. COMPOSIT PANEL SOFFIT 31/2" X 3" X 114" STEEL ANGLE LEDGER 1/270 BOLT @ 16" O.C. GALVANIZED FLASHING FLUSH WITH TOP OF CONCRETE 5/4 X 4 TRIM ON 5/4 X 10 FASCIA 31/2 X 3 X 1/4 STEEL ANGLE ON 51/2 X 6 GLU-LAM BEAM FASTEN WITH SIMPSON SD5I/4X21/2 SCREWS @ 6" O.G. ONE-HOUR ROOF / CEILING COMPOSITION ROOFING 15 # FELT 1/2" PLYWOOD OR OSB ENGR. TRUSSES @ 24" O.G. R-38 FG. INSULATION (2) LAYERS 5/8" GYPSUM WALLBOARD GABLE END TRUSS CENTER OF PARTY WALL 1/2" TYPE X GYPSUM WALLBOARD i e I ONE SIDE AT DRAFT STOP ROOF / CEILING /PARTY WAL 11/2" SCALE STABILITY BLOCKING @ 48" O.G. EACH SIDE ONE-HOUR PARTY WALL DOUBLE -STUD NON-BEARING WALL 5/8" TYPE X GYPSUM WALLBOARD BOTH SIDES (2) 2 X 4 SPACED STUDS @ 16" O.G. R-13 FG. INSULATION EACH SIDE 1/4" AIR SPACE BETWEEN STUDS L PATIO 11/2 SCALE GUARDRAIL 3 X 2 X 346 STEEL TUBE TOP RAIL 1/2 X 1/2 STEEL BALUSTERS 4' MAXIMUM CLEAR BETWEEN 3 X 2 X 3/16 STEEL TUBE BOTTOM RAIL DECK / SOFFIT 31/2" CONCRETE SMOOTH FINISH 11/2" X 19 GA. GALVANIZED STEEL PAN 2 X 4 P.T. NAILERS @ 24" MAXIMUM O.G. SCREW TO PAN @ 12" O.G. COMPOSIT PANEL SOFFIT 31/2"X 3"X 1/4" STEEL ANGLE LEDGER 1/270 BOLT @ 16` O.G. GALVANIZED FLASHING FLUSH WITH TOP OF CONCRETE 5/4 X 4 TRIM ON 5/4X 10 FA5GIA 31/2 X 3 X 1/4 STEEL ANGLE ON 51/2 X 6 GLU-LAM BEAM FASTEN WITH SIMPSON 5051/4X21/2 SCREWS @ 6" O.G. IANDING GUARDRAIL 3 X 2 X 3/16 STEEL TUBE TOP RAIL 1/2 X 1/2 STEEL BALUSTERS 4" MAXIMUM CLEAR BETWEEN 3 X 2 X 3/16 STEEL TUBE BOTTOM RAIL DECK/ SOFFIT 31/2" CONCRETE SMOOTH FINISH 11/2" X 19 GA. GALVANIZED STEEL PAN 2 X 4 P.T. NAILERS @ 24" MAXIMUM O.G. SCREW TO PAN @ 12" O.C. COMPOSIT PANEL SOFFIT 31/2" X 3'X 1/4" STEEL ANGLE LEDGER 1/270 BOLT @ 16" O.G. GALVANIZED FLASHING FLUSH WITH TOP OF CONCRETE 5/4X4TRIM ON 5/4 X 10 FASCIA 31/2 X 3 X 1/4 STEEL ANGLE ON 4 X 6 BEAM FASTEN WITH SIMPSON 5051/4X21/2 SCREWS @ 6" O.C. • FOOTING /PARTY WALL 11/2" SCALE FOOTING 11/2" SCALE L WHERE REQUIRED EXTERIOR WALL COMPOSIT LAP SIDING WEATHER BARRIER 1/2" PLYWOOD OR OSB 2X6STUDS @16"O.C. R-21 FG. INSULATION 1/2" GYPSUM WALLBOARD SEE FRAMING PLAN FOR HEADER SIZE SAVE FLOOR 41/2" GONGRETE SLAB SMOOTH FINISH 6X6-W1.4XWIA WWF OR #3 @ 18" O.G.E.W. MOISTURE BARRIER COMPACTED CRUSHED ROCK BASE ONE-HOUR PARTY WALL DOUBLE -STUD NON-BEAWNG WALL 5/8" TYPE X GYPSUM WALLBOARD BOTH SIDES (2) 2 X 4 SPACED STUDS @ 16" O.G. R-13 FG. INSULATION EACH SIDE 1/4" AIR SPACE BETWEEN STUDS 2 X 8 P.T. PLATE 1/2"0 X 10" A.B. @ 48" O.G. THICKEN SLAB TO 12" AT G.L. OF WALL 18"X 8" CONG. FOOTING (2) #4 DONT. --- WALL COMPOSIT LAP SIDING WEATHER BARRIER 1/2" PLYWOOD OR OSB SHEATHING 2 X 6 STUDS @ 16O.C. R-21 FIBERGLA55 INSULATION 1/2" GYPSUM WALLBOARD 6 FLOOR 41/2" GONGRETE SLAB SMOOTH FINISH 6X6-W1.4XWIA WWF OR #3 @ 18" O.G.E.W. 8" M015TURE BARRIER MUM COMPACTED CRUSHED ROCK BASE T-0" — FOUNDATION 2 X 6 P.T. SILL PLATE 1/270 X 10" A.B. @ 48" MAXIMUM O.G. THICKEN SLAB - 8" MIN, WIDTH HORIZ. #4 AT TOP VERT. #4 @ 32" O.G. • 18" X 8" CONG. FOOTING (2) #4 CONT. / CEILING OSITION ROOFING =LT YWOOD OR OSB . TRUSSES @ 24" O.G. =G. INSULATION YPSUM WALLBOARD :.D FREEZE BLOCK EEN TRU55ES i AND CALK WINDOW 'EDIFIED BY WINDOW i i� ins vu i �n ON 5/4 X 8 FASCIA 5/4 X 4 HEAD TRIM VINYL WINDOW FLOOR 41/2" GONGRETE SLAB SMOOTH FINISH 6X6-WIAXWIA WWF OR #3 @ 18" O.G.E.W. MOISTURE BARRIER COMPACTED CRUSHED ROCK BASE INTERIOR BEARING WALL 5/8" TYPE X GYPSUM WALLBOARD BOTH SIDES 2 X 4 STUDS @ 16" O.G e • 2 X 4 P.T. PLATE FOOTING /BEARING WALL A14 11/2" SCALE FLOOR / CEILING 7/8" PLYWOOD SHEATHING 117/8" TJI 210 FLOOR JOISTS @ 16" O.G. "FLAK JSGKET" PROTECTION RE51LIENT CHANNELS @ 16" O.G. 5/8" TYPE X GYPSUM WALLBOARD 5/8" TYPE X GYPSUM WALLBOARD OVER 11/4" X 117/8" LSL RIM BOARD 2: EXTERIOR WALL COMPOSIT LAP SIDING WEATHER BARRIER 1/2" PLYWOOD OR 0513 2 X 6 STUDS @ 16" O.G. R-21 FG. INSULATION 1/2" GYPSUM WALLBOARD SEE FRAMING PLAN FOR HEADER SIZE FLOOR /WALL FRAMING 11/2" SCALE FOOTING / GARAGE 11/2" SCALE A14 11/2" SCALE A14 11/2" SCALE A14 11/2" SCALE 1/2"0 X 10" A.B. @ 48" O.G. THICKEN SLAB TO 12' AT G.L. OF WALL 18" X 8" GONG. FOOTING (2) #4 CONT. WALL COMPOSIT LAP SIDING WEATHER BARRIER 1/2" PLYWOOD OR OSB SHEATHING 2X6STUDS @16"O.G. R-21 FIBERGLASS INSULATION 1/2" GYPSUM WALLBOARD FLASH AND CALK WINDOW AS SPECIFIED BY WINDOW MANUFACTURER 5/4 X 4 HEAD TRIM VINYL WINDOW EXTERIOR WALL 5/8'11-11 PLYWOOD SIDING AIR / MOISTURE BARRIER 2 X 6 STUDS @ 16" Q.G. R-21 FG. INSULATION 1/2" GYPSUM WALLBOARD GARAGE FLOOR 41/2" GONGRETE SLAB SMOOTH FINISH 6X6-W1.4XWIA WWF OR #3 @ 18" O.G.E.W. COMPACTED CRUSHED ROCK BASE FOUNDATION 2 X 6 P.T. SILL PLATE 1/2"0 X 10" A.B. @ 48" MAXIMUM O.G. 6" CONCRETE FOUNDATION WALL HORIZ. #4 AT TDP VERT. #4 @ 32•' O.G. 14"X 8" GONG. FOOTING (2) #4 CONT. . ` u 6 �illc nor A& ix 6yv(.e \,J t� GVLa v� 30 �4 rG:➢ $,F #w:,�a s' 6.1:3@ REVISION DATE JULY 17, 2014 PR �GIN446, w / 11,454 OREGON a9 `c e 19, 4L L GpQ EXPIRES 12BVI5 rn Z w z 0 � o _� I� — Q t-. o o 1.14 AL1Lu z 4 -'r (1 c) > \� oc 01 U-1 I ca ar PROJECT NEW APARTMENT BUILDING for WIECHERT CUSTOM HOMES 1100 QSTREET SPRINGFIELD OREGON INDEX DETAILS JOB NO 14-11 DRAWN BY DLC SHEET NO OF AIS m TOP OF CONCRETE TOP OF STEEL H552X4X3Aro BEAM 3 15 9 TOP OF CONCRETE IE 1V4' 1 1318' u Yll� u FABRICATION NOTES: PLAN NOTES: 1. FABRICATE STAIRS WITH STRUCTURAL STEEL SHAPES AND SIZES SHOWN. INFORM ENGINEER IF UNAVAILABLE. 2. UNLESS OTHERWISE NOTED ALL WELDED CONNECTIONS SHALL BE CONTINUOUS FILLET WELDS (OR 3" @ 6" O.G. WHERE LENGTH OF CONNECTION 15 GREATER THAN 17) WITH EFFECTIVE THROAT DIMENSION EQUAL TO THE THICKNESS OF THE THINNER PART BEING CONNECTED. PROVIDE WELD SIZES NO LARGER THAN EFFECTIVE THROAT DIMENSION. 3. WELDING MAY BE SHOP OR FIELD AT FABRICATOR'S OPTION. 4. PROVIDE SHOP DRAWINGS TO ENGINEER. FABRICATION SHALL NOT PROCEED UNTIL SHOP DRAWINGS ARE APPROVED. OF8" 11" 3" TYPICAL TYPICAL 1V16. 18 GUAGE METAL PANS WITH RISERS FASTEN TO BRACKET WITH (3)1/2"0 PUDDLE WELDS - MG 10 X 8.4 STRINGERS WITH 1/4" END PLATE5 — L11/2X11/2X1/8 STAIR BRACKETS WELD TO STRINGERS ON VERTICAL AND BOTTOM EDGES ONLY H59 3 X 2 X 3/16 COLUMNS IN 2 X 4 FRAMED WALLS BASE PL 1/4X31/2X41/2 DRILL FOR (1)1/2.0 X 41/2." ATR A.B. DRILL CONCRETE AND EMBED A.B. WITH EPDXY 1 I TOP OF CONCRETE — — — H552X4X3/16 BEAM j _4 { 15 I I I I I gva i I l l � 3 i � 15 TOP OF CONCRETE OP OF STEEL n moi' METAL DECK PAN WITH CLOSURE STROP /moi i HSS, 2X4X3/16 BEAM. i TYPICAL TYPICAL TOP CLOSER 03/8' 2" i c BOTTOM TYPICAL 32.01° RISER TREAD PAN il" 1" If BASE PL 1/4 X 11/2 X 6 5/8 pn' T -O" DRILL FOR (2)1/270 X 41/2" ATR A.B. DRILL CONCRETE AND EMBED A.B. WITH EPDXY BASE PL 1/4 X 31/2 X 41/2 FASTEN BOTTOM R15ER TO CONCRETE DRILL FOR (1) 1/2-0 X 41/2" ATR A.B. WITH (3) SIMPSON TTN25134H SCREWS DRILL CONCRETE AND EMBED A.B. i1V4- (114 X 13/4' HEX HEAD) WITH EPDXY JV47 STAIR FRAMING SECTIONS 11/2" SCALE { { i I �i I I i I i I I { I I { { I I { I { I I I I � TOP OF CONCRETE DECK / SOFFIT 31/2" CONCRETE SMOOTH FIN15H 11/2" X 19 GA. GALVANIZED STEEL PAN 2 X 4 P.T. NAILERS @ 24" MAXIMUM O.G. SCREW TO PAN @ 12" O.G. COMPOSIT PANEL SOFFIT 4 4 2 4 HH5 4 X 3 X 346 STEEL BEAM 2 X 4 P.T. NAILER5 @ 24" MAXIMUM D.G. SCREW TO STRINGER COMPOSIT PANEL SOFFIT A15 11/2" SCALE DECK / SOFFIT 31/2" GONGRETE SMOOTH FINISH 11/2" X 19 GA. GALVANIZED STEEL PAN 2 X 4 P.T. NAILERS @ 24" MAXIMUM O.G. SCREW TO PAN @ 12" O.C. GOMPOSIT PANEL SOFFIT 31/2 X 3 X 1/4 STEEL ANGLE ON 51/2 X 6 GLU-LAM BEAM FASTEN TO GLU-LAM BEAM WITH SIMPSON 51)51/4X21/2 SCREWS @ 6" O.G. LANDING 11/2" SCALE 1. STEEL FRAMING DIMENSIONS ARE THE SAME FOR TWO STORY AND THREE STORY STAIRS. SEE FLOOR PLAN FOR OTHER WALL DIMENSIONS. 2. TWO EQUAL FLIGHTS ARE REQUIRED FOR THREE STORY STAIRS. INSTALL UPPER COLUMNS ON TOP OF HS5 BEAMS (NO BASE PLATES REQUIRED). ALIGN UPPER COLUMNS WITH LOWER COLUMNS. 3. INFILL WALLS BETWEEN COLUMNS WITH STANDARD LENGTH STUDS. ATTACH EACH STUD ADJACENT TO COLUMN WITH (6) SELF -TAPPING SCREWS INTO FACE OF COLUMN. 18 GUAGE METAL PANS WITH RISERS MG 10 X 8.4 STRINGERS WITH 1/4" END PLATES L11/2X11/2X1/8 STAIR BRACKETS HS5 3 X 2 X 3/16 COLUMNS— (6) LOCATIONS IN WALLS NOTE: COLUMNS SHOULD BE PLACED BEFORE WALL FRAMING WALLS. STAIR WALL5 SEE FLOOR PLAN ST/ IR F RAMING 1/2" SCALE 1112 GONGRETE STEPS IN STEEL PAN TOOL EDGE OF CONCRETE AND CALK 31/2'X 3" X 1/4" STEEL ANGLE LEDGER FASTEN TO ADJACENT ANGEL WITH 1/2'0 BOLT @ 16" O.G. 5/4X2TRIM 51/2 X 6 GLU-LAM BEAM PLAIN 2 X 4 P.T. HAILERS @ 24" MAXIMUM O.G. SCREW TO STRINGER COMPOSIT PANEL SOFFIT 5/4 WOOD TRIM AT TUBE STEE BEAM STAIR / IANDING 11/2" SCALE STAIR WALL COMPOSIT SIDEING (SEE ELEVATIONS FOR STYLE) WEATHER BARRIER 1/2" PLYWOOD OR OSB SHEATHING 2X4STUDS @16"O.C. COMP051T PANEL SIDING INSIDE 1 X 3 BATTS AT JOINTS 4 X 6 BLOCKING BETWEEN STUDS - SIMPSON HUC46 HANGERS EACH END 5/4 X 2 TRIM L4NDING 11/2" SCALE 11/2' CONCRETE STEPS IN STEEL PAN DECK / SOFFIT 31/2" CONCRETE SMOOTH FIN15H 11/2" X 19 GA. GALVANIZED STEEL PAN 2 X 4 P.T. NAILERS @ 24" MAXIMUM O.G. SCREW TO PAN @ 12" O.C. COMPOSIT PANEL SOFFIT HH5 4 X 3 X 3/16 STEEL BEAM GALVANIZED FLASHING 4' MINIMUM ABOVE TOP OF CONCRETE TOOL EDGE OF CONCRETE AND CALK 31/2"X 3" X 1/4" STEEL ANGLE LEDGER 1/2'0 BOLT @ 16" O.G. DECK /SOFFIT 31/2" CONCRETE SMOOTH FINISH 11/2" X 19 GA. GALVANIZED STEEL PAN 2 X 4 P.T. NAILERS @ 24" MAXIMUM O.G. SCREW TO PAN @ 12" O.G. GOMP051T PANEL SOFFIT PM I nAFQ, WI-e(ki�V REVISION DATE JULY 17,2014 PRQc�s rIN$�,�5/ 11,454 OREWN 19, RFL GPP L L EXPIRES 1213VI5 Ln rn w _ w z C)_ -F - , cs ~ � � UA UA o � 4 W z �C Lu > OL LdQOL C, Lu or j - PROJECT NEW APARTMENT BUILDING for WIECHERT CUSTOM HOMES 1100 QSTREET SPRINGFIELD OREGON INDEX DETAILS JOB NO 14-11 DRAWN BY DLC SHEET NO OF AIS GENERAL NOTES GODES AND STANDARDS 1. BUILDING GODE5: All construction shall be in strict compliance with the 2010 Oregon Structural Specialty Code and all other applicable State and Local codes and regulations. 2. WETLANDS: Conform to all State of Oregon land use regulations and all applicable local codes in protecting wetland areas during construction. 3. ENERGY CODE: All construction shall conform to the latest edition of State of Oregon Energy Code. Notify Engineer of any discrepancies between documents and standards. Where conflict occurs, the more rigid specification shall govern. 4. PARTIAL SETS OF DOCUMENTS: Engineer shall not be responsible for bidding errors or omissions due to bidding from partial sets of documents. SITE WORK ` 1. Remove all organic material/topsoil from area under the building and under paved areas. Excavate building site as noted on Foundation Plan. 2. Locate and protect or relocate all underground utilities prior to and during excavation. 3. Place and compact Structural Fill as shown on Foundation Pian. 4. Provide positive drainage for all under -floor fill (see Foundation Plan). 5. Provide positive drainage for all backfill at basement walls. FOUNDATIONS 1. All faotings shall bear on undisturbed soil or granular fill material minimum 18" below finish grade unless noted otherwise. Notify Engineer before proceeding of any unusual conditions encountered in foundation excavations. 2. Clean all footing excavations of loose material by hand prior to placing concrete. CONCRETE 1. Minimum structural concrete compressive strength shall be 2,500 psi at 28 days unless noted otherwise. Exposed concrete (slabs, walks, etc.) shall have a minimum compressive strength of 3,500 psi at 28 days and shall be air entrained. 2. Minimum cement content shall be 5 sacks/yard except slabs on grade shall be 51/2 sacks/yard. Maximum slump shall be 4". 3. Place and cure all concrete per AGI codes and standards, 4. Provide control joints in all slabs at 12'-0" o.c. maximum each way unless noted otherwise. Provide heavy tooled joints (34) at 6'-0" o.c. and 1/2" premolded expansion joints at 30'-0" oc maximum at all exterior walks. MASONRY 1. Concrete Masonry Units shall meet the requirements of ASTM C 90, light or medium weight, net area compressive strength 3750 psi for reinforced retaining walls, 1250 psi for non-structural uses. Seconds and units of mixed color and finish are acceptibel for below -grade walls, provided they comply with dimension, strength and soundness requirements as set forth herein. Styles as shown on drawings where used as finish material 2, Concrete Masonry Units shall be 16'x 8" x 8" two -cell style, except where noted otherwise on drawings, and shall have 1.25" minimum face shell thickness and 1.00" minimum web thickness. 3. When delivered to thejob site, all units shall be sound and free of cracks or other defects that would interfere with the proper placing of the units or would signiflcontly impair the strength or permanence of the construction, and units shall be stored and handled on site in such a way as to insure that they are in sound condition when installed. 4. Mortar shall conform to ASTM G 270, Type M, 2500 psi, with cement/aggregate proportions conforming to OSSG Table 2103.8(1). 5. Grout minimum compressive strength shall be 2500 psi per ASTM C 1019. 6. Periodic special inspections (Level 1) shall be performed as set forth in 0550 Table 1704.5.1. 7. Concrete masonry shall be laid up in running bond except as otherwise shown on drawings. 8. Brick or stone veneer shall be tied to the CMU wall as shown on drawings. CONCRETE / MASONRY REINFORCING 1. All reinforcing steel bars #5 and smaller shall be A-615 Grade 60. Welded wire reinforcement shall be 75,000 psi minimum yeild strength. 2. Refer to details for reinforcing steel size. 3. Minimum reinforcement for concrete masonry units shall be: Horizontal bond beams at 40" o.c. with #5 continuous at center of wall. Vertical #5 at 24" o.c. at center of wall. Grout all cells solid. Refer to structural details for other reinforcement conditions. Drawings and details shall control where different than this minimum standard. 4. Unless otherwise specified on the drawings, provide (2) #5 bars in grouted cells all sides of openings in concrete masonry walls. Extend bars at least 24" beyond corners of openings.Unless otherwise specified on the drawings, provide (2) #5 bars in grouted cells all sides of openings in concrete masonrywalls. Extend bars at least 24" beyond corners of openings. STRUCTUAL STEEL 1.5tructual steel shapes shall conform to the following specifications: Wide -flange members -- A5TM A36, Fy >_ 36,000 psi 5tructual tubing members -- ASTM A500, Fy >_ 46,000 psi 2. Bolts shall conform to the following specifications: Structual steel bolts -- A5TM A325, install nuts snug tight unless noted otherwise. Anchor bolts and threaded rod -- ASTM A307, Fy >_ 36,000 psi 3. Weld material shall conform to ASTM A5.1 or ASTM A5.5, E70 electrodes. 4. Special inspection per AW5 01.1 shall be performed for all full -penetration field welding. WOOD 1. All lumber species shall be as follows unless noted otherwise: 4" Nominal Joists/Beams/Stringers -- DF -L #2 or better 6" Nominal Beams and Stringers -- DF -L #1 or Better Glu -Laminated Beams -- 24F -V4 DF/DF unless noted otherwise. Standard Camber unless noted otherwise. Heavy Timber Truss Members -- DF -L Select Structural or other essentially clear grade for architectural opperarance. No checks, splits or pitch pockets. Finished all faces. Corners eased 1/8". BucksBlockingBddging/Miscellaneous -- DF-L/Hem-Fir #3 or Better Studs -- DF -L #2 or better (Finger Joint Alt) Silis/51eepers/Plates/Nailing Blocks/ All Wood Embedded In Concrete -- DF -L Pressure -Treated or Foundation Grade Cedar. 2. Alljoists and beams framing into, not bearing on, beams, headers, girders shall be supported with Simpson -type joist or beam hangers. Use minimum size for application unless noted otherwise. See Truss Engineering Drawings for truss hangers if specified by Truss Manufacturer. 3. Plywood or waferboord shall be as noted in foundation, floor framing and roof framing plan. 4. All exterior 2x 6 wall stud spacing shall be 24" o.c. (16" o.c. all locations where lap siding or acrylic stucco is used or where walls are higher than 10'-O") unless noted otherwise. All interior 2 x 4 wall stud spacing shall be 16" o.c. unless noted otherwise. GLAZING 1. All exterior windows, skylights, glass doors shall have insulating glazing. Unconditioned spaces may have single glazing unless noted otherwise. 2. Glazing within 24" arc of vertical edge of doors in a closed position, 18" of floor and/or within doors shall be identified and labeled as safety glazing and shall conform to all code requirements. VICINITY MARGOLA ROAD OLYMPIC STREET I N STREET DATE T STREET STREET PRI�<cs�, I NEAP / 11,454 5 STREET M A P L EXPIRES 12/311IS R STREET m rn Q STREET w O TO EUGENE HIGHWAY 126 Q L i-- � o � � o OUNALT STR T � �! z PIEDMONT STREET LdQ to PLEASANT STREET U-1 OLYMPIC STREET CID A PROJECT NEW APARTMENT BUILDING for N STREET CUSTOM HOMES 1100 QSTREET SPRINGFIELD OREGON INDEX COVER SHEET BUILDING SITE PLAN SITE DETAILS JOB NO 14-11 DRAWN BY DLC SHEET NO M STREET OF B2 VICINITY MARGOLA ROAD OLYMPIC STREET I N STREET DATE M STREET PRI�<cs�, I NEAP / 11,454 OREGON M A P SYMBOLS LEGEND O TREES TO BE REMOVED 1 / TREES TO REMAIN '/ PROTECT DURING GON5TRUGTION (TREES SHOWN IN BUILDING AREA ONLY) 0 � BIKE RACK Bl 3/4" SCALE BIKE RACK 17/8"0 STEEL TUBE DARK GREEN POWDER GOAT FINISH EMBED IN CONCRETE OR SURFACE MOUNT WITH ANCHOR BOLTS DIMENSIONS SHOWN ARE APPROXIMATE MAY VARY BY BRAND CONCRETE WHEEL STOP 6" X 6" X 6-6" LONG SET WITH MASTIC OR ANCHOR WITH (2) SPIKES ASPHALT CONCRETE PAVEMENT � WHEEL STOP Bt 3/4" SCALE (7) CURB iIl 3/4"5CALE LANDSCAPE SOIL 6'X 6" EXTRUDED CONCRETE CURB ASPHALT CONCRETE PAVEMENT BASE MATERIAL AONCRETE 51DEWALK CKENED EDGE 4BOVE A.G. PAVEMENT PHALT CONCRETE VEMENT � SIDEWALK Q1_') 3/4" SCALE 5E MATERIAL 115 EXISTING CONTOURS 115 -'--ED""" PROPOSED CONTOURS 1---- -----I PROP05ED BELOW -GRADE UTILITIES 5100 49 46" W 549.95 ---! PROPERTY LINES I W LU WG �I CC5 SITE AND BUILDING INFORMATION ASSESSOR'S MAP AND PARCEL NO. OWNER'S NAME AND PHONE NO. PHYSICAL AND MAILING ADDRESS: BUILDING AREA APARTMENTS FIRST FLOOR: APARTMENTS SECOND FLOOR: APARTMENTS THIRD FLOOR: TOTAL APARTMENT AREA: GARAGE BUILDING: EXTERIOR STORAGE $ STAIRS: TOTAL BUILDING AREA: ZONE OCCUPANCY CLA551FICATIONS: TYPE OF CONSTRUCTION: NOTE: ALL EXISTING BUILDINGS TO BE REMOVED. ALL EXISTING ASPHALT AND CONCRETE PAVEMENT TO BE REMOVE[ ALL TREES AND OTHER VEGITATION IN CONSTRUCTION AREA TO BE PROTECT ALL TREES TO REMAIN AS PART OF LANDSCAPING. (SEE LANDSCAPE PLAN) B U I L D I N G SCALE: 1" = 20' 17-03-26-14-3808 Bruce Wiechert 541-344-5775 Q Street Springfield, Oregon 97478 6,216 square feet 6,216 square feet 5,328 square feet 17,760 square feet 2,640 square feet 1,547 square feet 21,947 square feet MDR Residential - Group R-2 Type V -B (Sprinklered) I T c INDEX OF DRAWINGS Bl BUILDING SITE PLAN B 2 ELECTRICAL SITE PLAN G 1 51TE ASSESSMENT PLAN G 2 CIVIL 51TE PLAN G 3 LANDSCAPING 51TE PLAN 5.1 FOUNDATION PLAN - SOUTH 52 FOUNDATION PLAN - NORTH 53 FLOOR FRAMING PLAN - SOUTH 54 FLOOR FRAMING PLAN - NORTH 55 ROOF FRAMING PLAN - SOUTH 56 ROOF FRAMING PLAN - NORTH 57 FIRST FLOOR SHEAR WALLS - SOUTH 58 FIRST FLOOR SHEAR WALLS - NORTH 59 SECOND FLOOR SHEAR WALLS - SOUTH 510 SECOND FLOOR SHEAR WALLS - NORTH 511 THIRD FLOOR SHEAR WALLS - SOUTH 512 THIRD FLOOR SHEAR WALLS - NORTH 513 GARAGE SHEAR WALLS z LU I_ - LU A � Al OVERALL FLOOR PLANS A2 FIRST FLOOR PLAN - SOUTH A 3 FIRST FLOOR PLAN - NORTH A 4 SECOND FLOOR PLAN - SOUTH A5 SECOND FLOOR PLAN - NORTH A 6 THIRD FLOOR PLAN - SOUTH A 7 THIRD FLOOR PLAN - NORTH A 8 ACCESSIBLE UNIT PLAN A 9 EXTERIOR ELEVATIONS A 10 BUILDING SECTIONS All GARAGE PLANS A 12 GARAGE ELEVATIONS A 13 TRASH ENCLOSURE A 14 DETAILS A 15 DETAILS M 1 MECHANICAL PLAN -15T $ 2ND M 2 MECHANICAL PLAN - 3RD I .I W) 8' w I of "-0 ' 2 i . i Q� O) tiI � I bl I I I 14" PAINTED STRIPES (TYPICAL I I I6" X 6'-6" CONCRETE IWHEEL STOPS 1(10) LOCATIONS I L I LU I I � I II I 3 I L.0 15m e W ve ckvpwt p� \U ol� �j?o REVISION DATE JULY 17, 2014 PRI�<cs�, I NEAP / 11,454 OREGON 19, 1 F4 C GPS L EXPIRES 12/311IS 61 w m rn w _ � w O Q L i-- � o � � o Z � �! z > LdQ to U-1 CID A PROJECT NEW APARTMENT BUILDING for WIECHERT CUSTOM HOMES 1100 QSTREET SPRINGFIELD OREGON INDEX COVER SHEET BUILDING SITE PLAN SITE DETAILS JOB NO 14-11 DRAWN BY DLC SHEET NO B I OF B2 I i 1— LIA W cy- 1— I 6I 1_t_1 z w ZI W v i ELEGTRIGAL S I T E P L A N 0 z SCALE: 1" - 20' OPEN SPACE mw EXTERIOR WALKWAY LIGHTING FIXTURES D 1 E-CONOLITHT E-WPAP150Z 150 -WATT PULSE START METAL HALIDE WALL PACK, BRONZE FINISH (5) LOCATIONS AT +12 FEET ON EAST WALL OF APARTMENT BUILDING ADJUST CUTOFF GLARE SHIELD TO ILLUMINATE 5 FEET MAXIMUM BEYOND EAST EDGE OF SIDEWALK (5) LOCATIONS AT +9 FEET ON WEST WALL OF GARAGE BUILDING ADJUST CUTOFF GLARE SHIELD TO ILLUMINATE 10 FEET MAXIMUM BEYOND WEST EDGE OF APRON [C) 2 E-CONOLITHT E-WW3F261ZP 13 -WATT X 2 FLOURESCENT WALL MOUNT, BRONZE FINISH (3) LOCATIONS - ONE AT +12 FEET ON SOUTH WALL OF EACH STAIR 03 E-CONOLITHT E-CS1F211WP SQUARE 21 -WATT FLOURESCENT CANOPY LIGHT, MILL FINISH (5) LOCATIONS - ONE CENTERED ABOVE SIDEWALK AT EACH SECOND FLOOR STAIR SOFFIT, ONE CENTERED ON BIKE STRUCTURE SOFFIT REVISION DATE JULY 17, 2014 �� ��OI NE�� / 11,454 OREGON c� c' 0 9,Q B 19 1g `SP 9F� GPP L L EXPIRES 1213VIS 6> bml f # � w zz 0 a � o i z kD o t LLI z w > �1ul ,a ZNZLu co wk ?y PROJECT NEW APARTMENT BUILDING for WIECHERT CUSTOM HOMES 1100 QSTREET SPRINGFIELD OREGON INDEX ELECTRICAL SITE PLAN JOB NO 14-11 DRAWN BY DLC SHEET NO B2 OF B2 To", Iff"rofflW-0. W04-1 1. 51TE EXCAVATION -- Drain entire building construction site of surface water and strip surface soils of all organic material, soft soils, and debris. Excavate entire new building construction site down to undisturbed native soil about 12' below bottom of footing elevation. (Bottom of excavation at building line should be at about Elevation 453.75.) 2. STEPPED GLADES -- Temporary excavations up to 4 feet in height may be cut near vertical during dry weather conditions, all excavations greater than 4 feet in height and excavations of any height when significant precipitation is expected should be cut no steeper than 1 vertical to 1 horizontal, or such cuts should be shored until backfilled. Permanent grade cuts less than 4 feet in height may be cut no steeper than 2 horizontal to 1 vertical and graded smooth. 3. STEPPED FOOTINGS -- Footing excavations up to 4 feet in height may be cut near vertical during dry weather conditions, but no steeper than 1 vertical to 1 horizontal when significant precipitation is expected. Where footing grade steps are greater than 4 feet, slopes shall not be greater than 2.5 horizontal to 1 vertical unless steeper cuts are approved in writing by a licensed geologist. 4. STRUCTURAL FILL -- Prior to placing structural fill, cover entire excavation with heavy duty fllter fabric. Stuctural fill below footings shall be 3/4" -1" minus crushed rock placed in lifts of 6" to 8" thick each. Moisture condition and compact each crushed rock lift separately by non -vibratory roller at least 95% of maximum dry density per ASTM 698. Extend structural fill 12 inches minimum beyond outer face of footings. Level off and compact final lift to bottom of floor slab grade. Below -slab plumbing lines should be surrounded by a 4' minimum thickness of compacted pea gravel or crushed rock of similar size. 5. FOOTINGS -- Cut trenches in compacted crushed rock to sizes of footings shown on Foundation Plan and Details. Form exterior footing line 8" outside building line true to line and grade and depth. Other footings edges may be placed against trench cuts. Place reinforcing as shown on Foundation Plan and Details and secure to prevent movement during concrete placement. 6. ANCHOR BOLTS -- Provide 5/8"0 x 8" all -thread anchor rods at 4'-0" o.c. max. unless otherwise noted, with one bolt within 12" of each end of all sill plate pieces. Embed 5" below top of slab with Simpson SET High Strength Epoxy -Tie Anchoring Adhesive, or other product of at least equal strength. Allow concrete to cure for at least 7 days before drilling and placing anchor bolts. Alternate Anchor Bolts: 5/8"0 x 10" J -bolts, embed 7' in wet concrete at 4'-0" o.c. max. unless otherwise noted, with one bolt within 12" of each end of all sill plate pieces. Provide 1/4:'x 3" x 3' plate washers and nuts at all anchor bolts. Allow concrete to cure for at least 7 days before tightening nuts. 7. UNDER -SLAB PLUMBING -- See Plumbing Plan and coordinate with plumbing trade for sizes and locations of blackouts and sleeves for plumbing. p. HOLDDOWN SYMBOL5 Z Simpson DTT2Z-5052.5 with (8) SDS 1/4 x 21/2 screws in double stud. 1/70 ATR A.B. Embed 4 V4" in concrete foundation with Simpson SET High Strength Epoxy -Tie Anchoring Adhesive. NOTE: • SEE LATERAL PLANS AND COORDINATE WITH FRAMER AND OTHER CONCERNED TRADES TO DETERMINE LOCATION OF HOLDDOWN ANCHOR BOLTS. WALL LEGEND LOCATION OF MAIN LEVEL WALLS =--11111111L= 4) POST IN WALL - NUMBER OF STUDS / SIZE OF POST APARTMENT BUILDING - FOUNDATION PLAN 114 115GALE WCYV, O 1�r, D� ��� L 1✓ i 7 �� t SIVC 4, o REVISION DATE JULY 17, 2014 PRr�ctc� GI NE 11,454 OREGON 19, EXPIRES 1213VIS rn m `n U-1 z zz O CL � o ~ � � � o Z t— l1-t z Q w > (� Q at ca w I CQ C3) coco PROJECT NEW APARTMENT BUILDING for WIECHERT CUSTOM HOMES 1100 QSTREET SPRINGFIELD OREGON INDEX FOUNDATION PLAN (OB NO 14-11 DRAWN BY DLC SHEET NO S1 OF S6 I �x�° S10ie ia,%r A — --- — — — — — — — — — — F I - - - - - - - - - - - - 7 Fr� - - - - - - --- - - - - - - - F — — — — — — — — — — — — — — F IF — — — — — — — — --- ---1 — — --- — — — — 71 1 F — — — — — — — — --- — — — --- — — — — — — --- FOUNDATION 2 X 6 P.T. SILL PLATE 1/2"0 X 10"A.B. @ 48' MAXIMUM O.C. THICKEN SLAB - 8" MIN. WIDTH F1— HORIZ. #4 AT TOP VERT. #4 @ 37 O.G. Ie V-rOV4* 8'-2/4" 6114 5-51a 6 5-101 OW 5 5'-5vr b,-10. 6-21/47 18'X 8" CONC. FOOTING b,-10- 4:-r 6-2W 5-10 5-510" &4 104 (2) #4 CONT. #4 6-6, 11 — — — — — ------------I -- L — — — — — — — — 5-101a 7/2- e;o e– F-7 I F - — — — — — --N------------ I------- — — — - LL — L — — — — — L — — — — — — — — — — — — Eu F u- -u LF - - - - - - - - - - - - - - - - - L - - - - - - ------ - - - - - - - - - ------ ----- - - - ------- - - - - - - - r SINK, SINK FI 4 SINKSINKI: I IM N ABU88 ; ---- I I I ---- j : PLUMBING FIXTURE LOCATIONS THICKEN GONCTETE SLAB : L POST BASE A14 L I AREAPPROXIMTEAND SHOWN TO 12" AT INTERIOR BEARING r FOR REFERENCE ONLY. WALLS AND PAM WALLS r I 11 F ----- I r ji F I-: F---- - r ---- J� 28'X 28"X 8" I:Tol 1; TOILET SEE PLUMBING DRAWINGS FOR 18" WIDTH AT BASE J, L L L ni, 1 1 - L L J L J UNDER SLAB CONSTRUCTION (2) #4 CONT. L (2) #4 EACH WAY[ - --------------- ,------- I -------- I t I --------------- r -------- --------- I SINK i SINK - - - - - - - SINK SINK - - - - - - �'''' TUB TUB/ TUB TUB L -------- J L -------- j T-1 — — — — — — L --------- L ----- --j 17- 19 L I L- - - - --JJ _SHOWER SHOWER L L- jTvg- --R j - - - - L SHOWER — — — — — — — — --- — — — — — — — — — C14 — — — — — — — — 17— 7± — — — — I I I — — — — — — — - — ------ -- ;± ------ I — — — — — — — — — -I 1 174" 11'-6, 11,-6, 12'-6" 17-6 11,-6, 11,-6 12* -6" e 7% MINIMUM 3/4" DEEP TOOLED CONTROL JOINTS 12'-O'O.G.E.W. EXCEPT AS SHOWN "4) 41/2" CONCRETE SLAB SMOOTH FINISH {I iI ;i )1 )) 6 X 6 - \04 X VAA WWF OR #3 @ 18"O.C.E.W. MOISTURE BARRIER LA - - SIMPSON ABU88 COMPACTED CRUSHED Ti POST BASE ROCK BASE 28" X 28"X 8" ND L-------- --- - - - - - --- - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - -- J L-------- --- - - - - - --- - - - - - - - - - - - R= - - --- - - - - - - - - -------- ------------1 (2) #4 EACH WAY L -J L----- - - - - 7 F - - - - - - - - - - - - 7 F - ------ FF F — —7 — - - - - - - - --- - - - - - - - - 7- L I F-71 L I F L L L -- — — — 14: 3-0" 4" CONCRETE SIDEWALK 1 THICKEN EDGE NEXT TO PAVED AREA Lu :z t + APARTMENT 114 SCALE F-71 � j ! i II II NO FOUNDATION 24! PLAN VV/ 511- ? Rovi AA, KzY -kU REVISION DATE JULY 17, 2014 ���°PROFS i� G I N 11,454 OREGON 19, GPS EXPIRES 12/3VIS G) F U-) X11 z >Lu UA --A if PROJECT NEW APARTMENT BUILDING for WIECHERT CUSTOM HOMES 1100 QSTREET SPRINGFIELD OREGON INDEX FOUNDATION PLAN JOB NO 14-11 DRAWN BY DLC SHEET NO S2 OF S6 UPPER FLOOR FRAMING PLAN NOTES 1. FLOOR SHEATHING-PLYWOOD/0513--11/8" plywood or 0513 flooring shall be tongue $ groove, glued and nailed per APA speciflcations. APA Rated Stud -I -Floor 48 cc, Exposure 1. Fasten with 10d nails @ 6" o.c. at diaphragm boundaries, 10d nails @ 6" o.c at panel joints bearing on floor framing, 10d nails @ 12" o.c. at intermediate supports and blocked panel edges. 2. UNDERLAYMENT -- Provide 1/2" low -formaldehyde particle board underlayment at vinyl floor locations. 3. WALL PLYWOOD/0513 -- Minimum 15/32" plywood or 7/16" 05B sheathing shall be nailed per APA specifications. APA Rated Sheathing 24/16, Exposure 1. Nailing shall be 8d @ 6' o.c. at supported panel edges and 12" cc at intermediate panel supports, unless noted otherwise. (See Shear Wall Schedule.) 4. BEAMS -- Single span Glu -Lam beams shall be 24F -V4 DF -DF with 11/2" laminations. Manufacturers standard minimum camber unless note otherwise. Top of beam orientation shall be clearly marked on the beam. Where beams are cantilevered or continuous over intermediate supports, Glu -Lam beams shall be 24F -V8 OF -DF with 1 1/2" laminations. Top and bottom laminations shall be of equal strength and beams shall be manufactured without camber. Laminated Veneer Lumber (LVL), Laminated Strand Lumber (LSL) and Parallel Strand Lumber (PSL) members are desingned per Weyerhouser/Truss Joist Microllam, Timberstrand and Parallam speciflcations respectively. Other brands with equal or greater engineering design values may be substituted with Engineers written approval. LSL and LVL members are 13/4' thick. Thickness of PSL members is as shown. Where multiple LSL or LVL members are specifled, laminate with (2) rows 10d nails @ 12" o.c. Other brands with equal or greater engineering design values may be substituted with Engineers written approval. Install beams with bottom flush at ceiling unless noted otherwise. Provide double stud at all beam bearing locations unless noted otherwise. 5. DOOR $ WINDOW HEADERS -- Door and window headers shall be (1) 2 x 8 #2 or better DF -L unless otherwise noted. 6. FLOOR JOISTS -- Floorjoists shall be TJI of size and spacing as shown. Other brands of equal or greater design values may be substituted upon written approval of Engineer. Do not cutjoists shipped in continuous multi -span lengths. Gut holes only as provided in manufacturers written guidelines. Do not cut, drill or notch flange material. Provide a minimum of (2)joists under all bearing walls and concentrated load bearing locations unless noted otherwise. 7. HANGERS -- Hanger numbers refer to Simpson brand. Other brands of equal strength and compatible design may be substituted. (R) "Reverse' indicates hanger seat to be on top face ofjoist or beam. 8. STRUCTURAL STEEL -- Wide -Flange, Channels , Angle and Plate Members Fy = 36,000 psi. 5turctural Tube Beams and Columns, Fy = 46,000 psi. Welds, E70 electrodes, type and size as detailed, 1/4' fillet or groove unless noted otherwise. Provide shop drawings. Provide special inspection for all full -penetration welds performed in the field. 9. EXTERIOR DECK PAN --11/2" deep, 20 guage galvanized metal deck pan with embossed edges for mechanical bonding to concrete. Verco B FORMLOK or similar shape of other brands with equal or greater load -span rating. Install per manufacturers written instructions. D • HOLDDOWN SYMBOLS C Simpson 0518 galvanized coil strapping (18-guage) with (11) 8d nails each end. Fasten to exterior face of aligned studs above and below floor framing or to upper wall stud and beam directly below wall Clear span at rim joist. See Lateral Details for horizontal application. NOTE: • SEE LATERAL PLANS AND COORDINATE WITH FRAMER AND OTHER CONCERNED TRADES TO DETERMINE LOCATION OF HOLDDOWNS. WALL LEGEND x r:xf::t.lcxxr.Ase . . ® PARTY WALLS - FIRE RATED A55EMBLY EXTERIOR / BEARING WALLS - 2 X 4 STUDS @ 16° O.G. E-7--==771 INTERIOR NON-BEARING WALLS SECOND FLOOR ONLY SECOND FLOOR AND THIRD FLOOR APARTMENT BUILDING - FLOOR FRAMING PLAN 1/4 11 5 GA L E REVISION DATE JULY 17, 2014 GIN.8 �/ 11,454 OREGON 9,Q9 19 1F 4 L EXPIRES 12/31VI5 61 rn LU z c� _ � o -i -� Cs �` (3) � 3 LU 0 F— ILIA z Q > Q Ld CY ca LU CQ rn �o � r W L11 IA PROJECT NEW APARTMENT BUILDING for WIECHERT CUSTOM HOMES 1100 QSTREET SPRINGFIELD OREGON INDEX FLOOR FRAMING PLAN JOB NO 14-11 DRAWN BY DLC SHEET NO S3 OF S6 SEGOND FLOOR AND THIRD FLOOR APARTMENT 1/4" SCALE BUILDING - FLOOR FRAMING PLAN �ALYW A04 i�v v c'x REVISION DATE JULY 17, 2014 PR�cFs,S ���p 11,454 OREGON < A9b �P 19, qF< LLGPP EXPIRES 1213VIS 61 w _ � i\ly, w z zz 0 -Q - `Q r - Q L h G z o � 3 0 � Z Q � 1► -1 z w Q Ld � Gl Lu Q ,r r PROJECT NEW APARTMENT BUILDING for WIECHERT CUSTOM HOMES 1100 QSTREET SPRINGFIELD OREGON INDEX FLOOR FRAMING PLAN JOB NO 14-11 DRAWN BY DLC SHEET NO S4 OF S6 ROOF FRAMING PLAN NOTES 1. SHEATHING --1/2" plywood or OSB sheathing shall be nailed per APA specifications. APA Rated Sheathing 2446, Exposure 1. Nailing shall be 8d @ 6" o.c. at supported panel edges and 12" oc at intermediate panel supports, unless noted otherwise. GD Grade except resawn finish plywood or composit panel siding approved at overhangs unless noted otherwise. 2. VENTS -- Roof vents shall have a total net area of not less than 5970 square inches (1/150 of attic area). At least 50 percent of that area shall be located in the upper portion of the attic space at least three (3) feet above the soffit vents. Openings shall be covered with corrosion -resistant wire mesh with mesh openings not to exceed 1/4". Provide cross -ventilation at all rafter spaces via notches or holes drilled at upper and lower portion of rafters as needed. Vent caps are not requied when self -venting metal roofing is installed. Ridge vents suffice. 3. ATTIC ACCESS -- Provide minimum 22" x 30" to all attic spaces having vertical heights of 30" or greater. Provide access per the Mechanical Code where mechanical equipment is located in attic spaces. 4. BEAMS -- Single span Glu -Lam beams shall be 24F -V4 DF -DF with 1 1/2" laminations. Manufacturers standard minimum camber unless note otherwise. Top of beam orientation shall be clearly marked on the beam. Where beams are cantilevered or continuous over intermediate supports, Glu -Lam beams shall be 24F -V8 DF -DF with 11/2" laminations. Top and bottom laminations shall be of equal strength and beams shall be manufactured without camber. Glu -Lam lumber for interior exposed uses shall be 24F -V4 DF -DF, standard camber, architectural appearance grade, corners eased 1/8" maximum, per Roseboro X -Beam specifications. Laminated Veneer Lumber (LVL), Laminated Strand Lumber (L5L) and Parallel Strand Lumber (PSL) members are desingned per Weyerhauser/ Truss Joist Microllam, Timberstrand and Parallam specifications respectively. L5L and LVL members are 13/4" thick. Thickness of PSL members is as shown. Other brands with equal or greater engineering design values may be substituted with Engineers written approval install beams with bottom flush at ceiling unless noted otherwise. Provide double stud at all beam bearing locations unless noted otherwise. 5. DOOR $ WINDOW HEADERS --Door and window headers shall be (1) 2 x 8 #2 or better DF -L unless otherwise noted. 6. TRUSSES -- Truss diagrams are for reference only. Truss manufacturer shall design trusses based on field measurements and architectural details, and shall provide engineering calculations for each truss. Member sizes and joint locations shall be determined by truss manufacturer based on state and local codes for the building site. Top chords and exposed tails shall be 2 x 6 minimum. Truss hangers for multiple -ply trusses shall be specified or provided by truss manufacturer. General contractor shall provide double stud at all girder truss bearing locations unless noted otherwise. 7. HANGERS -- Hanger numbers refer to Simpson brand. Truss hangers as specifled by Truss Manufacturer, unless otherwise noted. Other brands of equal load capacity and compatible design may be substituted with Engineers written approval. WALL LEGEND EXTERIOR WALLS 2 X 6 STUDS @ 16" O.C. f PARTY WALLS - FIRE RATED ASSEMBLY EXTERIOR / BEARING WALLS - 2 X 4 5TUD5 @ 16" O.C. =_77—:7-7:1 INTERIOR NON-BEARING WALLS v SPAN OH T R U 3 5 E 5 1/4" SCALE 05 05 MARK STYLE SPAN OH JULY 17, 2014 2 36-0" 2-0" ® 2 24'-0" 2'-0" O2 L L 20'-0" 2'-0" O2 18'-0" 2'-0" O2 R, 17-0 2-0 J 2 12'-0" 2'-0" O2 L-- 8'-0" 2'-0" O1 v Z 6_6" 1'4' 12 17 D5 EPC68 CAP APARTMENT 1/4" SCALE BUILDING - 2 STORY 1 3 STORY owl ffp •Wd& PLAN �z /t t n of wt o4 6vu.ee W 99 0f ? REVISION GR. TRU SES JULY 17, 2014 24" 0. C. G1NE4�,�P l 11,454 OP"cON BUILDING - 2 STORY 1 3 STORY owl ffp •Wd& PLAN �z /t t n of wt o4 6vu.ee W 99 0f ? REVISION DATE JULY 17, 2014 PRQc�c� G1NE4�,�P l 11,454 OP"cON RFL GPP L L EXPIRES 12/31/15 m R, LU �/ LU z ZZ O ct o 'Q L-- z 3 O v Z � � SLI z > > �V at 0, LU J cfl co P w if r y la � � A. r` 01 �1 Ljr a PROJECT NEW APARTMENT BUILDING for WIECHERT CUSTOM HOMES 1100 QSTREET SPRINGFIELD OREGON INDEX ROOF FRAMING PLAN JOB NO 14-11 DRAWN BY DLC SHEET NO S5 OF S6 (3) 2 X 8 HEADER GIRDER TRUSS -1r -I r 'IrLUS26 11— RANGE R j 47 Iii l i i I II Iit II I II II i t�� OF VEN15 Fn El RIDGE 2 Ii it I 194- L --j ENGR. TRU99ES 24' O.G. z OV E RFRAME V ITH 2 X 6 24'0.G.- (TYjICAL) 1 �Fi -T / 7 1 (3)13/4XI71/4LVL EADER ILI! (2) 2 X 08HEADER 11 A14 Z 0 05 w (3) 2 X 8 HEADER (3) 2 X 8 HEA)ER \Z ©GIRD RTRUSS -Ir r, 9ir- r -I r LUS2665 7— RANGE ell � it � I I I I �I I I I I i� ii � II i i iii Ii l I I I I I I1 � ii 51= =_ __ I i' =—ili I I i I j! I i I I 11�= ,i n -jlI F 22-11 30' MIN. F VENP ATTII AGGESS !i� _ �I ! I �! ! I 1 I 1 a a I= o a o F-1 0 I RIDGE I 14!I I I 4) L Fl -- L 00, IGR. TRUSES 24� O.G. A I GR. TRUJSF-S 24" O.G. 1/2" PBD. DRAF,r STOP Z�r 0 RFRAME41TH2X6 24" O.G. (TyjIcx) I -,z, AF I 21 DS (3) 2 X 8 HEADER ii TI—F III L17i1 i� II I iil I II II 22"," 30" MIN, F LF- ATrip AGGE551 11 I Jl FI F: L L { -- - - - - - L= - - - - _- 000, IGR. TRU5E5 16% 24" O.G. 10 k,D I I Q I I Q oI I N \ ®__ (2) 2 X 8 HEADER Lj (3)13/1 X 71/4 If 13/4 171/4. LVL TEADER Li (2) 2 X 8 HEADER (2) 2 X 8 HEADER Lj (3)13/1 X 71/4 LHEADERI 0- QGIR ER TRUSS Ds LUS465 II HANGER co "Q i X II WALL LEGEND EXTERIOR WALLS 2 X 6 STUDS @ 16 O.G. PAM WALLS - FIRE RATED ASSEMBLY EXTERIOR/ BEARING WALLS - 2 X 4 STUDS @ 16" O.G. INTERIOR NON-BEARING WALLS - APARTMENT 1/4" SCALE Ds 4 5/4 A 0 FMOUIM (TYPICAL) C, C, ri I I I 0 QGIRQXRTRUSS LUS465 HANGER 5/4 X 8 BARGE BOARD (TYPICAL) ul ca 111 'Q I X 114 11 1! ll ------------ ------------- ------------ ------------ ------------ ----------- ------- ------- JULY l7, 2014 c -- FRAMING PLAN_ Ds c 9 DS EPG68 CAP Mtn oy- wd ?I 9�of -3-0 f -Y REVISION DATE JULY l7, 2014 i1 GlNt,6�� ' l�11,454 OREGON 10 4?. 19, -\Q�- 4 0 L. EXPIRES 1213VIS (3) Lu Lu rz IZI >ul Ld 01 U-1 --I ca �t* "41.1i�IiAlm L�, ia PROJECT NEW APARTMENT BUILDING for WIECHERT CUSTOM HOMES I100 QSTREET SPRINGFIELD OREGON INDEX ROOF FRAMING PLAN JOB NO 14-11 DRAWN BY DLC SHEET NO s OF S6 I" ll I" 1( ISI { SEE FRAMING PLAN FOR HEADER I ( I I ISIMPSON G518 STRAP — — FULL WIDTH OF PANEL — _° ° ° ° ° ° ° ° 13" MINIMUM AT HEADER (11) 8d NAILS EACH END I I I SPACE NAILS EVENLY OVER WIDTH OF PANEL II ! II II° 2 X _ FLAT BLOCKING AT HEADER AND SILL HEIGHT (I I I 8d NAILS @ 60.C. { I I I e ABOVE AND BELOW I I I PANEL JOINT WHERE (( ! SHEATHING JOINS ON BLOCKING II II° j ( ( DOUBLE 2 X_ STUD AT OPENING ( 1/2" PLYWOOD OR OSB ° ° ° ° ° ° ° EXTERIOR FACE OF WALL — — — — —— — — - 8d NAILS @ 6" O.G. ALL PANEL EDGES 170.C. ELSEWHERE I 11 II{ 11 I{ fl°I II ° II II II II I• II si i. is 52 � J -f— — — — — — --1-1-- — — SIMPSON 0518 STRAP 13" MINIMUM AT STUD m _ — GLEARSPAN RIM JOIST (S) _ — TF — — — — — — —�(— — — (11) 8d NAILS EACH END (I I! II II i ii 11 ii 51 I If {f fl A STAIR SHEAR WALL 5 NOT TO 5GALE 1 10A ® EXTERIOR SHEAR WALLS - WOOD STRUCTURAL PANEL ® INTERIOR SHEAR WALLS - GYPSUM WALLBOARD =� UNBRACED WALLS • HD HOLDDOWN LOCATION - SEE FOUNDTION PLAN UNIT 1 WALL BRACING NOTES 3 10 F 10 G 10E I I I I II II 11 II ---r II II II II I I II II UNIT 2 1. Wall Bracing Method 3) 1/2" plywood or 0513 sheathing exterior face of exterior walls, labeled face of interior walls. 8d nails @ 6" o.c. all panel edges, 12" o.c. elsewhere, all edges blocked with 2" nominal froming. (360 pl#; 260 plf seismic) 2. Wall Bracing Method 5) 1/2" gypsum wallboard both faces of interior walls, wallboard screws @ T' o.c, all locations except as noted in Shear Wall Schedule, all edges blocked with 2" nominal framing. 46' Minimum panel length. (250 Pl� 3. Except as noted on Shear Wall Plan all exterior walls shall be continuously sheathed per Method 3 above. All wood structural panel walls shall be sheathed with gypsum wallboard on opposite face of wall. 4. Except as noted on Shear Wall Plan all interior shear walls shall be sheathed both sides per Method 5 above. 5 5 10H 7 101 I I Ii II II I r--Lj II II II II II II II II II II II II IL E�j < II -4 11 �I UNIT 3 119 F�� 9G ii II r II I II 55 4 H 56 A n S4 55 APARTMENT BUILDING - FIRST FLOOR SHEAR WALLS V4" SCALE Coe0 g�E-t%- Ooov��5- Np`i trvtce lAJitd/Uvt po as 0� 30 V i as"„�. j1 s'aiCui3 REVISION DATE JULY 17, 2014 PR�c�s' GINE,: / 11,454 OREGON 79, RFL GPP � L EXPIRES 12/31/15 � O n- � o -Q Q L ~ � LU a Z W z �C > >. LU Ca T V '+ A ill PROJECT NEW APARTMENT BUILDING for WIECHERT CUSTOM HOMES 1100 QSTREET SPRINGFIELD OREGON INDEX FIRST FLOOR SHEAR WALL PLAN DETAIL JOB NO 14-11 DRAWN BY DLC SHEET NO S7 OF S13 �z 4 5 7 10L 10M 10N 10R 1 5 1 J 10K 100 1 P 10Q r7— 77T II II II II I► II II II II I I I --s �__-► i i i -_-r Lf - Al --► ► I I---u--I I II II II II I► II ►► Ii II II II n---� I — I ►---TI---� I ------- 1I II 1 II I II i 1 L-------� ( I►--------� I 1 L-------� _____— J L =__ — I_ � L=_' L=_____� L_====_— ____-- 1 L______—� I- UNIT 4 UNIT 5 UNIT 6 �9GiigH� 4 EXTERIOR SHEAR WALLS — WOOD STRUCTURAL PANEL INTERIOR SHEAR WALLS — GYPSUM WALLBOARD =� UNBRAGED WALLS • HD HOLDDOWN LOCATION - SEE FOUNDTION PLAN I s� 5 QI H 57 59 A WIN WALL BRACING NOTES 1. Wall Bracing Method 3) 1/2" plywood or 058 sheathing exterior face of exterior walls, labeled face of interior walls. 8d nails @ 6" o.c. all panel edges, 12" o.c. elsewhere, all edges blocked with 2" nominal framing. (360 plf, 260 plf seismic) 2. Wall Bracing Method 5) 1/2" gypsum wallboard both faces of interior walls, wallboard screws @ 7" o.c. all locations except as noted in Shear Wall Schedule, all edges blocked with 2" nominal framing. 48" Minimum panel length. (250 Pl�l 3. Except as noted on Shear Wall Plan all exterior walls shall be continuously sheathed per Method 3 above. All wood structural panel walls shall be sheathed with gypsum wallboard on opposite face of wall. 4. Except as noted on Shear Wall Plan all interior shear walls shall be sheathed both sides per Method 5 above. APARTMENT BUILDING — FIRST FLOOR SHEAR WALLS 1/4" SCALE C 10T H 512 A 1 510 511 ,t e, Gq Sk ?Ian CZm" vww M -0d "VI a 1 , Li'i 31 REVISION DATE JULY 17, 2014 PRgc�rS� 11,454 OREGON c' 0 9 y 9 19 ti �C RF< C L 0P EXPIRES 1213VIS 1r m LU LU z 0 LU LU �Q z w z LU > LITCkq LIZ LU co A' y PROJECT NEW APARTMENT BUILDING for WIECHERT CUSTOM HOMES 1100 QSTREET SPRINGFIELD OREGON INDEX FIRST FLOOR SHEAR WALL PLAN JOB NO 14-11 DRAWN BY DLC SHEET NO S8 OF S13 ■ Fi F1 9 E -9 F Il II Li Li � ii it n � 11 EXTERIOR SHEAR WALLS - WOOD STRUCTURAL PANEL WALL BRACING NOTES INTERIOR SHEAR WALLS - GYPSUM WALLBOARD 1. Wall Bracing Method 3) 1/2" plywood or OSB sheathing exterior face of exterior walls, labeled face of interior walls. 8d nails @ 6 o.c. all panel edges, 12" o.c. elsewhere, all edges blocked with 2" nominal framing. UNBRACED WALLS (360 plf, 260 plf seismic) 2. Wall Bracing Method 5) 1/2' gypsum wallboard both faces of interior walls, wallboard screws @ 7 o.c. all locations • except or, noted in Shear Wall Schedule, all edges blocked with 7 nominal framing. 48" Minimum panel length. HI) HOLDDOWN LOCATION - SEE FRAMING PLANS (250 p� 3. Except as noted on Shear Wall Plan all exterior walls shall be continuously sheathed per Method 3 above. All wood structural panel walls shall be sheathed with gypsum wallboard on opposite face of wall 4. Except as noted on Shear Wall Plan all interior shear walls shall be sheathed both sides per Method 5 above. APARTMENT 1/4" SCALE BUILDING SECOND HD S6 AHI) HDBHE) 54 55 UNIT 10 SHEAR WALLS S � 1�... Go�p�j 46 ew bYtd c e, UJ i't C'6 V � V!I -I:xu 0 � 3D Avcd 'I-, i 4! s', " *! 1 11 (;— REVISION DATE JULY 17, 2014 PROFS� 11,454 OREGON 19, EXPIRES 12/31/15 0) rn C) > Ld C� PROJECT NEW APARTMENT BUILDING for WIECHERT CUSTOM HOMES 1100 QSTREET SPRINGFIELD OREGON INDEX SECOND FLOOR SHEAR WALL PLAN JOB NO 14-11 DRAWN BY DLC SHEET NO S9 OF S13 Z 4 5 7 8 10L 10M 10N 10R 1 S 10T 1 J 10K 100 1 p 10Q 10U 10U 10 ■.®- ® 10 I I i I �I II II II IJ II II II II II iI II II II !J II II it II II II JI II I! II II JI II II I! it II n---ji--------, i --s �- i ------- ------ i i ---r i it ii ULn ii iJ d II it J '�- `� it � II II II !I � II II II II IJ II iJ JI II JI it ►I =J L =�__ _� I. F1L =___�— , L_==== = ____— J L =_____� I_ �j ALJ L ______' L____ __=VIAKAKil UNIT 11 �G 9HLj II IJ II II n Q- s �Z ® EXTERIOR SHEAR WALLS WOOD STRUCTURAL PANEL ® INTERIOR SHEAR WALLS - GYPSUM WALLBOARD U NBRAGED WALLS • HD HOLDDOWN LOCATION - SEE FOUNDTION PLAN UNIT 12 I S9 HD SHD HD 5-9 B HD �9 S7 S8 91K (6) WALL BRACING NOTES UNIT 13 UNIT 14 1. Wall Bracing Method 3) U2" plywood or OSB sheathing exterior face of exterior walls, labeled face of interior walls. 8d nails @ 6" o.c. all panel edges, 12" o.c. elsewhere, all edges blocked with 2" nominal framing. (360 pT,, 260 plf seismic) 2. Wall Bracing Method 5) 1/2" gypsum wallboard both faces of interior walls, wallboard screws @ T' o.c. all locations except as noted in Shear Wall Schedule, all edges blocked with 2" nominal framing. 48" Minimum panel length. (250 pl�l 3. Except as noted on Shear Wall Plan all exterior walls shall be continuously sheathed per Method 3 above. All wood structural panel walls shall be sheathed with gypsum wallboard on opposite face of wall. 4. Except as noted on Shear Wall Plan all interior shear walls shall be sheathed both sides per Method 5 above. � s�2 H0512 AHD HD512 B HD S10 S11 APARTMENT BUILDING - SEGONE) FLOOR SHEAR WALLS. i/4" SCALE .................................: -�C CID Sipe p I AA iYA04 d7 of 30 REVISION DATE JULY 17, 2014 p PRf OINP 11,454 OREGON RF< L L GPP EXPIRES 1213VIS rn LO LU LUz LU 0 � o Q �LU � 3 0 \w Ld LU CC) PROJECT NEW APARTMENT BUILDING for WIECHERT CUSTOM HOMES 1100 QSTREET SPRINGFIELD OREGON INDEX SECOND FLOOR SHEAR WALL PLAN JOB NO I4-11 DRAWN BY DLC SHEET NO S10 OF S13 II II II 1. Wall Bracing Method 3) U2" plywood or OSB sheathing exterior face of exterior walls, labeled face of interior walls. 8d nails @ 6" o.c. all panel edges, 12" o.c. elsewhere, all edges blocked with 2" nominal framing. (360 pT,, 260 plf seismic) 2. Wall Bracing Method 5) 1/2" gypsum wallboard both faces of interior walls, wallboard screws @ T' o.c. all locations except as noted in Shear Wall Schedule, all edges blocked with 2" nominal framing. 48" Minimum panel length. (250 pl�l 3. Except as noted on Shear Wall Plan all exterior walls shall be continuously sheathed per Method 3 above. All wood structural panel walls shall be sheathed with gypsum wallboard on opposite face of wall. 4. Except as noted on Shear Wall Plan all interior shear walls shall be sheathed both sides per Method 5 above. � s�2 H0512 AHD HD512 B HD S10 S11 APARTMENT BUILDING - SEGONE) FLOOR SHEAR WALLS. i/4" SCALE .................................: -�C CID Sipe p I AA iYA04 d7 of 30 REVISION DATE JULY 17, 2014 p PRf OINP 11,454 OREGON RF< L L GPP EXPIRES 1213VIS rn LO LU LUz LU 0 � o Q �LU � 3 0 \w Ld LU CC) PROJECT NEW APARTMENT BUILDING for WIECHERT CUSTOM HOMES 1100 QSTREET SPRINGFIELD OREGON INDEX SECOND FLOOR SHEAR WALL PLAN JOB NO I4-11 DRAWN BY DLC SHEET NO S10 OF S13 UNIT 15 UNIT 16 ® EXTERIOR SHEARWALLS WOOD STRUGTURAL PANEL ® INTERIOR SHEAR WALLS - GYPSUM WALLBOARD L� UNBRAGED WALLS • HI) HOLODOWN LOCATION - SEE FRAMING PLANS APA1RTM E N 1/4" SGALE WALL BRAGING NOTES 1. Wall Bracing Method 3) 1/2" plywood or 058, sheathing exterior face of exterior walls, labeled face of interior walls. 8d nails @ 6" o.c, all panel edge5,12" o.c, elsewhere, all edges blocked with 2" nominal framing. (360 plf, 260 plf seismic) 2. Wall Bracing Method 5) 1/2" gypsum wallboard both faces of interior walls, wallboard screws @ i o.c. all locations except as noted in Shear Wall Schedule, all edges blocked with 2" nominal framing. 48" Minimum panel length. (250 plO 3. Except as noted on Shear Wall Plan all exterior walls shall be continuously sheathed per Method 3 above. All wood structural panel walls shall be sheathed with gypsum wallboard on opposite face of wall 4. Except as noted on Shear Wall Plan all interior shear walls shall be sheathed both sides per Method 5 above. T BUILDING - THIRD <C Ln r4 HD SC AHD HD 56 B HD ' S6 54 S5 FLOOR SHEAR WALLS ate, �V� g boo tq�--N�� " 5-1 �C P t Uvh Y4 vi W AN ll ty M106 bT�Ac'e, U); t �V t 01 �-g of 30 REVISION DATE JULY 17, 2014 / w�GINE4�' 11,454 OREGON O,4R�B 19, EXPIRES 12/31/15 61 �.n bml w _ � w 0 � o r i— (3) o � � kD LU o t Q w > g w cn al � r � jta s 7 IZ PROJECT NEW APARTMENT BUILDING for WIECHERT CUSTOM HOMES 1100 QSTREET SPRINGFIELD OREGON INDEX THIRD FLOOR SHEAR WALL PLAN JOB NO 14-11 DRAWN BY DLC SHEET NO Sil OF S13 r-- 10 I iu rt _ iu� iu ri ick IN iu v , 'i, v t) iv i I 10 iiVIA7m� UNIT 17 UNIT 18 Al UNIT 19 UNIT 20 r r 91L Z EXTERIOR SHEAR WALLS - WOOD STRUGTURAL PANEL ® INTERIOR SHEAR WALLS - GYPSUM WALLBOARD _--� U N BRAGED WALLS • HE) HOLDDOWN LOGATION - SEE FRAMING PLANS APAIR7_ 1/4" SGALE r � HD 59 A HD HD 59 B ND � 57 SS MENT BUILDING - THIRD WALL BRACING NOTES 1. Wall Bracing Method 3) 1/2" plywood or OSB sheathing exterior face of exterior walls, labeled face of interior walls. 8d nails @ 6" o.c. all panel edges, 12" o,c. elsewhere, all edges blocked with 7 nominal framing. (360 plf, 260 plf seismic) 2. Wall Bracing Method 5) 1/2" gypsum wallboard both faces of interior walls, wallboard screws @ 7 o.c. all locations except as noted in Shear Wall Schedule, all edges blocked with 2° nominal framing. 48" Minimum panel length. (250 p 3. Except as noted on Shear Wall Plan all exterior walls shall be continuously sheathed per Method 3 above. All wood structural panel walls shall be sheathed with gypsum wallboard on opposite face of wall. 4. Except as noted on Shear Wall Plan all interior shear walls shall be sheathed both sides per Method 5 above. FLOOR SHEAR WALLS. S12 HD S12 AHD: H102 B HD S10 S11 8 F� CoN <�l 1- t 8- Dao Sire. ?Van V,,_tvie(A) AA,!AOi/AAO� L 711� C, t %in REVISION DATE Ii I:I FR�Fss w�GIN$�� / 11,454 OREGON CSS I�i RF< GPP CSl � HD 59 A HD HD 59 B ND � 57 SS MENT BUILDING - THIRD WALL BRACING NOTES 1. Wall Bracing Method 3) 1/2" plywood or OSB sheathing exterior face of exterior walls, labeled face of interior walls. 8d nails @ 6" o.c. all panel edges, 12" o,c. elsewhere, all edges blocked with 7 nominal framing. (360 plf, 260 plf seismic) 2. Wall Bracing Method 5) 1/2" gypsum wallboard both faces of interior walls, wallboard screws @ 7 o.c. all locations except as noted in Shear Wall Schedule, all edges blocked with 2° nominal framing. 48" Minimum panel length. (250 p 3. Except as noted on Shear Wall Plan all exterior walls shall be continuously sheathed per Method 3 above. All wood structural panel walls shall be sheathed with gypsum wallboard on opposite face of wall. 4. Except as noted on Shear Wall Plan all interior shear walls shall be sheathed both sides per Method 5 above. FLOOR SHEAR WALLS. S12 HD S12 AHD: H102 B HD S10 S11 8 F� CoN <�l 1- t 8- Dao Sire. ?Van V,,_tvie(A) AA,!AOi/AAO� L 711� C, t %in REVISION DATE JULY I7, 2014 FR�Fss w�GIN$�� / 11,454 OREGON 99 �e 7 9, RF< GPP L L EXPIRES 1213VIS G) P z W Q 0 � o -i L z � Z Q � '�1 z Q LU > Q LU Ca CO of r • i ��y . i Ir s 7 PROJECT NEW APARTMENT BUILDING for WIECHERT CUSTOM HOMES 1100 QSTREET SPRINGFIELD OREGON INDEX THIRD FLOOR SHEAR WALL PLAN JOB NO 14-11 DRAWN BY DLC SHEET NO S12 OF S13 2 13A <C �C < 2 3 4 ® EXTERIOR SHEAR WALLS - WOOD STRUCTURAL PANEL ® INTERIOR SHEAR WALLS -GYPSUM WALLBOARD �— UNBRAGED WALLS HE HOLDDOWN LOCATION - SEE FRAMING PLANS GARAGE BUILDING - 7/4" SCALE 5 13D 6 7 T�r- <1 1 F 13H SHEAR 12A � 7 WALL BRACING NOTES 1. Wall Bracing Method 3) 1/2" plywood or OSB sheathing exterior face of exterior walls, labeled face of interior walls. 8d nails @ 6" o.c. all panel edges, 12" o.c. elsewhere, all edges blocked with 2" nominal framing. (360 plf, 260 plf seismic) 2. Wall Bracing Method 5) 1/2" gypsum wallboard both faces of interior walls, wallboard screws @ T o.c. all locations except as noted in Shear Wall Schedule, all edges blocked with 2' nominal framing. 48" Minimum panel length. (250 plf) 3. Except as noted on Shear Wall Plan all exterior walls shall be continuously sheathed per Method 3 above. All wood structural panel walls shall be sheathed with gypsum wallboard on opposite face of wall 4. Except as noted on Shear Wall Plan all interior shear walls shall be sheathed both sides per Method 5 above. WALLS 8 9 (i Do REVISION DATE JULY 17, 2014 PR�cS� GI NZ4, p / 11,454 OREGON RF< GPP C L EXPIRES 1213VIS 1 Ln w � w O O L- z O � kD O Q � Z I.L1 Q LU Ca l�9 co PROJECT NEW APARTMENT BUILDING for WIECHERT CUSTOM HOMES 1100 QSTREET SPRINGFIELD OREGON INDEX GARAGE SHEAR WALL PLAN JOB NO 14-11 DRAWN BY DLC SHEET NO S13 OF S13