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Plans (3) �(o MSTLO13 - 00022 MST2013-00023 MST2013-00024 M ST2013 -00025 ms'lo�z013 -00026 MST2013 -00027 iikl _Tie ARD fty MR0M G, Mry 9. )N. ®r CITY OF TIGARD ROAD ESTATES Approved. Conditionally Approved..............I See Letter to:Follow...........***come( .s'& At1ached64Smo%d46W46*e&0E I TIGARD, Permit Number:--------- OREGON Amemomme Address ,�,N NV 31 Ets OFFICE COPY "Z: ---------- > V ............ L en-r I el c2f_-,I -wool! t3 L VICINITY MAP PROJECT TEAM PROJECT INFORMATION CODE SUMMARY DRAWING INDEX OWNER/DEVELOPER: DESCRIPTION: CODE: SHEET NUMBER SHEET NAME 6 UNIT TOWNHOUSE BUILDING 2011 OREGON RESIDENTIAL SPECIALTY CODE (ORSC) GENERAL INFORMATION SITE HALLMARK TERRACE, LLC 2011 OREGON STRUCTURAL SPECILATY CODE Cs COVER SHEET P.O. BOX 1988 ZONING: GO.1 GENERAL NOTES/SYMBOLS/ABBREVIATIONS BUILDING 3 LAKE OSWEGO, OR LOT # 17 18 19 20 21 22 GO.2 ASSEMBLYTYPES TY SITE ADDRESS CITY OF TIGARD R-25 LIABILi ARA V, The City of Tigard and its (SW HALLMARK 97035 p gi g p :g TERRACE employees shall not be 0 y AO.1 SITE PLAN OEM M ARCHITECTURAL _0 Ql� 11352 11340 11334 11320 11316 11302 WMZ;,Nm A, OCCUPANCY: W AJ a- m ;vF i", 1�-�z_ "'N TIGARD, OR re 55 sponsible for discrepanci s 1,21 M; A1.1 1 ST FLOOR PLAN 97223) R-3 BUILDER: which may appear herein A 5 A1.2 2ND FLOOR PLAN a T 6800 6900 7000 7100 7200 7300 �0 MA111 Z"t .zl� TAX LO This permit does not authorize the violation of an) G, A1.3 3RD FLOOR PLAN CONSTRUCTION: r4y its of holders of private easements. The ap- pg MARNELLA HOMES, LLC "S SITE SQUARE "'M I, 1,656 SF 2j147 SF 21,059 SF 1,541 SF 1,263 SF 1,054 SF A1.4 ROOF PLAN AND DETAI g� FOOTAGE Y§cant is urved to contact any such parties and TYPE V 2-HR METHOD ZV --A jg Nre thier approval before commencing work. -A 61 18318 SE ABERNATHY 511 �c k1 Z A,- 848 SF 848 SF 704 SF A A2.2 REFLECTED CEILING PLANS s W, R 1 MILWALKIE, OR 97027 A2.1 REFLECTED CEILING P SITE 704 SF 848 SF 848 SF ib,, R SIP, (55%) (67%) (67%) -N INSULATION: ddress shall be posted 91-M COVERAGE (42.5%) (39%) (41%) EXTERIOR ELEVATIONS a IMPERVIOUS 280 SF 280SF 323 SF 323 SF 276 SF 280 SF UNDERFLOOR: R-30 NN W01 nd visible frorn street. IN� P A3.1 N a PHONE: (503) 654-6642 A3.2 EXTERIOR ELEVATIONS 0, RRIR UN, ..o lll.REE�`Il'. 41 INC R �;I MR (13 %) AREA (17%) %) (16%) (20%) (29 (26%) WALLS: R-24 (R-21 REQUIRED) Final inspection approval is NP A3.3 INTERIOR ELEVATIONS ow. Ae tin., 000 M, ROOF/CEILING R-49 (R-38 REQUIRED) MIN R-21 AT EAVE $ �N a STRUCTURAL ENGINEER: required prior to occupancy. ? le "I - 0- 0- - 216%1 R TOTALlST 5 1,2 A4.1 BUILDING SECTIONS 11�04 SF CRAWL SPACE: 6 MIL POLY GROUND COVER 04 SF 648 SF 648 SF 648 SF 648 SF -M, FLOOR LIVING W A4.2 BUILDING SECTIONS Approved plans _V1 OR,, CRAWL SPACE VENTILATION: "Al Ne MIN A4.5 WALL SECTIONS 888SF 888SF 888SF 768 SF TOTAL2ND BUTLER CONSULTING, INC shall be on job site REVISIONS: 768 SF 888 SF g, FLOOR LIVING A5.1 STAIR PLANS AND SECTIONS SO '. 'i-� 16110 SE GOOSEHOLLOW DR ALL CRAWL SPACE GROUND SURFACES COVERED BY 6 MIL No. Description Date V A6.1 WINDOW & DOOR SCHEDULE TOTAL3RD POLYETHYLENE SHEETING. LAP JOINTS 1 MIN AND EXTEND UP -PA 288 SF 288 SF 288 SF 288SF 288 SF 288 SF DAMASCUS, OR 97089 -Z FLOOR LIVING A8.1 DETAILS FOUNDATION 1 . VENTS MUST BE LOCATED WITHIN VOF CORNERS. PHONE: (503) 658-0200 12 A8.2 DETAILS ,V ffl , �17, TOTALSQUARE v P FOOTAGE LIVING 3 1,560 SF 1 v824 SF 1,824 SF 1,824 SF 1,824 SF 1,560 SF VENTS NOT REQUIRED ALONG WALLS ADJOINING ADJACENT DWELLINGS. SQUAREFOOTAGE A8.4 WINDOW INSTALLATION DETAIL N N. 4,a h VSK W M ARM. n GARAGE 200 SF 200 SF 200 SF 200 SF 200 SF 200 SF M N,. STRUCTURAL RADON MITIGATION REQUIRES 1 SF OPENING PER 150 SF AS Wa Q g A WELL AS A BLOWER DOOR TEST RESULT MEETING 5.0 AIR S-1 STRUCTURAL NOTES & SCHEDULES W ��,-0310 URP 11-2 "n� 1.R, R EXCHANGES/HOUR OR LESS WITH A BUILDING VENTILATION -2 U S FOUNDATION PLAN 10-k 4 .0 Ek, M SYSTEM IN ACCORDANCE WITH CHAPTER 11 OR ASHRAE 62.2. -3 S 2ND FLOOR FRAMING PLAN 54, R %f OFF S-4 3RD FLOOR FRAMING PLAN "N ................. 7 ENERGY PERFORMANCE: Scale 8-5 ROOF FRAMING PLAN EARTH ADVANTAGE - GOLD S-6 FOUNDATION DETAILS Project number - ENERGY STAR - PATH 3.0 S-7 STRUCTURAL DETAILS Date 01/23/2013 Che�cked By Checker City of Tigard Erosion Control To Schedule Inspections: Call (503) 639-4175 Initial inspection: Prior to footing inspeodw Final inspection: COVER SHEET Prior to final bullding InepwUm DEFERED SUBMITALS: MECHANICAL ELECTRICAL PLUMBING ROOF TRUSSES CS 1/23/2013 5:49:26 PM r i w c SYMBOLS LEGEND ABBREVIATIONS GENERAL NOTES v 1tC AFF ABOVE FINISH FLOOR FRP FIBERGLASS REINFORCED PANELS PP POWER POLE WINDOW TAG WITH WIDTH, AFG ABOVE FINISH GRADE FRT FIRE RETARDANT TREATED PRCST PRECAST 1I.o«X 1"_of, 1. THE TOP OF SLAB 1 TOP OF FINISH FLOOR CORRESPONDS TO THE TOP OF @ HEAD HEIGHT HEIGHT, HEAD HEIGHT ACCOUST ACCOUSTICAL FPRF FIREPROOF PREFlN PREFfNISHED CONCRETE SLAB OR STRUCTURAL SHEATHING AND DOES NOT ACCOUNT ACI AMERICAN CONCRETE INSTITUTE FIXT FIXTURE PT PRESSURE TREATED FOR THICKNESS OF FINISHED FLOOR UNLESS NOTED OTHERWISE ADD'L ADDITIONAL FH FLATHEAD PIT POST TENSIONED 2. USE DIMENSIONS SHOWN, IN NO CASE SHALL WORKING DIMENSIONS BE ADJ ADJUSTABLE FL FLOOR P/L PROPERTY LINE SCALED FROM DRAWINGS. IT SHALL BE THE CONTRACTORS -E1> WALL TYPE AGG AGGREGATE FD FLOOR DRAIN PVC POLYVINYL CHLORIDE RESPONSIBILITY TO CROSS CHECK DETAILS AND DIMENSIONS SHOWN ON AL ALUMINUM FT FOOT OR FEET PSI PER SQUARE INCH THE ARCHITECTURAL DRAWINGS WITH RELATED REQUIREMENTS ON CIVIL ALT ALTERNATE FTG FOOTING PSF PER SQUARE FOOT AND STRUCTURAL DRAWINGS AS APPLICABLE. ALLOW AND COORDINATE BARROWS AB ANCHOR BOLT FDN FOUNDATION PERIM PERIMETER WITH MECHANICAL, ELECTRICAL AND PLUMBING AS REQUIRED. NOTIFY THE APPROX. APPROXIMATELY FS FULL SIZE/SCALE QT QUARRY TILE ARCHITECT OF ANY DISCREPANCIES BEFORE COMMENCING WORK. ROAD ESTATES 26N DOOR TAG WITH WIDTH ARCH ARCHITECTURAL FOIC FURNISHED BY OWNER INSTALLED QTY QUANTITY 3. ALL DIMENSIONS ARE TO STRUCTURE OR FACE OF STUD UNLESS NOTED 21-611 AD AREA DRAIN BY CONTRACTOR (R) REMOVE OTHERWISE ASPH ASPHALT FURR FURRING (RL) RELOCATE 4. CONDITIONS MARKED "TYPICAL" SHALL APPLY IN ALL CASES UNLESS TIGARD, AC ASPHALTIC CONCRETE FLIT FUTURE RAD RADIUS SPECIFICALLY INDICATED OTHERWISE. TYPICAL DETAILS NOT REFERENCED SIM ASCE AMERICAN SOCIETY OF CIVIL G GROUT REF REFERENCE ON DRAWINGS APPLY UNLESS NOTED OTHERWISE BY SPECIFIC NOTES AND OREGON DETAIL CALLOUT ENGINEERS GALV GALVANIZED REF'D REFLECTED DETAILS. WHERE NO SPECIFIC DETAIL IS SHOWN, THE CONSTRUCTION A101 ASTM AMERICAN SOCIETY FOR GI GALVANIZED IRON REFR REFRIGERATOR SHALL BE IDENTICAL OR SIMILAR TO THAT INDICATED FOR THE TYPICAL TESTING & MATERIALS GD GARBAGE DISPOSAL REINF REINFORCED CONSTRUCTION ON THE PROJECT. E AWS AMERICAN WELDING SOCIETY GA GAUGE REQT REQUIREMENTS 5. WHERE NO SPECIFIC STANDARDS ARE APPLIED TO THE MATERIAL OR a Re N; e M B BASE GLU-LAM GLUED LAMINATED RES RESILIENT METHOD OF CONSTRUCTION TO BE USED IN THE WORK, ALL SUCH 1 3 BFF BELOW FINISH FLOOR GL GLASS RET RETURN MATERIALS AND METHODS ARE TO MAINTAIN THE STANDARDS OF THE > ix> BM BEAM GB GRAB BAR R RISER(S) INDUSTRY. 1 A101 1 INTERIOR ELEVATION BITUM BITUMINOUS GR GRADE RA RETURN AIR 6. MATERIALS EQUIPMENT, ETC, NOT INDICATED ON DRAWINGS OR SPECIFIED BL BLINDS GND GROUND RD ROOF DRAIN HEREIN BUT REQUIRED FOR THE SUCCESSFUL AND EFFICIENT COMPLETION 1 Ref BLK BLOCK GFI GROUND FAULT INTERRUPTER RM ROOM OF THE INSTALLATION SHALL BE HELD TO IMPLIED AND SHALL BE View Name BLKG BLOCKING GYP BRD GYPSUM WALLBOARD RO ROUGH OPENING FURNISHED AND INSTALLED AT ON ADDITIONAL COST. Ref BO BLOCK OUT GYP BDMR WATER RESISTANT S SOUTH 7. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED 1 BD BOARD GYP GYPSUM SA SUPPLY AIR FLOORS OR ROOF. THE LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD �. EXTERIOR ELEVATION BOT/BTM BOTTOM HD HEAD SAM SELF ADHESIVE MEMBRANE PER SQUARE FEET. a 1 A101 1 BC BOTTOM OF CURB HDWE HARDWARE SC SEALED CONCRETE 8. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, _ BW BOTTOM OF WALL HT HEIGHT SGL SAFETY GLASS MECHANICAL, ELECTRICAL, AND PLUMBING WITH APPROPRIATE TRADES, 1 BLDG BUILDING HC HOLLOW CORE SCHED SCHEDULE DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. Ref C CARPET HCP HOLLOW CORE PLANK SEC SECTION 9. DO NOT NOTCH OR DRILL JOISTS, BEAMS, OR LOAD BEARING STUDS View Name VIEW TITLE CAB CABINET HM HOLLOW METAL SS SOLID SURFACE WITHOUT THE PRIOR APPROVAL OF THE ARCHITECT AND STRUCTURAL &1/8#1 W CI CAST IRON HORIZ HORIZONTAL SHG SHEATHING ENGINEER, OR PER MANUFACTURER'S SPECIFICATION. it-Off— CIP CAST IN PLACE HB HOSE BIB SHT SHEET 10. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE CB CATCH BASIN HR HOUR SH SHELF PROJECT SITE. DISCREPANCIES TO BE REPORTED TO OWNER AND CD CEILING DIFFUSER IN INCH(ES) SHR SHOWER ARCHITECT IMMEDIATELY FOR CLARIFICATION. CLG CEILING ID INSIDE DIAMETER SIM SIMILAR 11. ERRORS OR OMISSIONS IN ANY SCHEDULE OR DRAWING DO NOT RELIEVE 1 siM WALL SECTION CEM GEMENT IF INSIDE FACE SOG SLAB ON GRADE CTR CENTER INSUL INSULATION SC SOLID CORE THE CONTRACTOR FROM EXCLUDING THE WORK INTENDED IN THE A101 DRAWING OR DESCRIBED IN THE SPECIFICATIONS. y CT CERAMIC TILE INT INTERIOR SQ SQUARE 12. ALL EXTERIOR EXPOSED WORK TO BE INSTALLED IN WEATHER TIGHT CLO CENTER LINE ICBG INTERNATIONAL CONFERENCE OF SF SQUARE FEET MANNER; CAULK AND PROVIDE WEATHER BARRIER MATERIALS AS _ CLR CLEAR BUILDING OFFICIAL S&V STAIN AND VARNISH REQUIRED FOR WATERTIGHT CONSTRUCTION. - SEM BUILDING SECTION CLO CLOSER JT JOINT SPEC SPECIFICATION 13. ALL EXPOSED METAL CONNECTIONS, FASTENERS, COVERS, AND RELATED A101 COL COLUMN KD KILN DRIED ST STONE SLAB APPURTENANCES TO BE NON-CORROSIVE. CONCCONCRETE KIT KITCHEN S STL STAINLESS STEEL 14. ALL SEPARATING WALLS AND FLOOR-CEILING ASSEMBLIES, INCLUDING CMU CONCRETE MASONRY UNIT K DN KNOCK DOWN SSD SEE STRUCTURAL DRAWINGS PENETRATIONS OR OPENINGS, SHALL PROVIDE AN AIRBORNE AND IMPACT CONNCONNECTION LBS POUNDS STD STANDARD SOUND INSULATION EQUAL TO SOUND TRANSMISSION CLASS AND IMPACT GRID CONDCONDITION LAV LAVATORY STL STEEL INSULATION CLASS REQUIRED BY GOVERNING AUTHORITIES; CONTRACTOR G CONSTR CONSTRUCTION LT LIGHT STN STAIN SHALL PROVIDE CONSTRUCTION METHOD, ACCESSORIES, DEVICES, AND CONT CONTINUOUS LOC LOCATION STOR STORAGE APPURTENANCES AS REQUIRED FOR SAME. PROVIDE SEALANT AT ALL L D ING 3 CONTR CONTRACTOR LONG LONGITUDINAL STRUC STRUCTURAL OPENINGS MADE IN WALL AND FLOOR SURFACES AND FRAMING FOR THE CJ CONTROL JOINT MACH MACHINE SV SHEET VINYL SUPPLY AND DRAIN LINES; PROVIDE SEALANT, AIR TIGHT, AROUND CORR CORRIDOR M MORTAR SYM SYMMETRICAL ELECTRICAL OUTLETS AND JUNCTION BOXES. CNTR COUNTER MB MACHINE BOLT SYS SYSTEM 15. STRUCTURAL, FIRE RESISTIVE AND SOUND RESISTIVE INTEGRITY IS TO BE CTSK COUNTERSINK MH MANHOLE T TILE MAINTAINED AT PENETRATIONS FOR ELECTRICAL, MECHANICAL, PLUMBING DEPT DEPARTMENT MFR MANUFACTURER TEL TELEPHONE AND CONDUITS, PIPES AND SIMILAR SYSTEMS AND IS TO BE IN ACCORDANCE DET DETAIL MO MASONRY OPENING TV TELEVISION WITH THE REQUIREMENTS OF GOVERNING CODES AND AUTHORITIES. DIA DIAMETER MAX MAXIMUM THK THICK 16. ALL ELECTRICAL OUTLETS AND THERMOSTATS CL TO BE MOUNTED NO DIAG DIAGONAL MECH MECHANICAL THRU THROUGH LESS THAN 15"AFF AND NO MORE THAN 48" AFF. DIM DIMENSION MC MEDICINE CABINET TOIL TOILET 17. ALL SHEET METAL WORK TO BE GALVANIZED OR PREFINISHED ALUMINUM, DW DISHWASHER MDO MEDIUM DENSITY OVERLAY TPD TOILET PAPER DISPENSER UNLESS NOTED OTHERWISE. DISP DISPOSAL MEMB MEMBRANE T&G TONGUE AND GROOVE 18. COORDINATE FINAL GRADE ELEVATIONS AND POSITIVE DRAINAGE AWAY DR DOOR MTL METAL TO TOP OF FROM BUILDING AT ALL,LOCATIONS. DBL DOUBLE MIN MINIMUM TC TOP OF CURB DN DOWN MISC MISCELLANEOUS TJ TRUSS JOIST DS DOWNSPOUT MTD MOUNTED TP TOP OF PAVEMENT DWR DRAWER MUL MULLION TPL TOP OF PLATE DWG DRAWING (N) NEW TW TOP OF WALL EA EACH N/A NOT APPLICABLE TYP TYPICAL ES EACH SIDE NOM NOMINAL UL UNDERWRITERS LABORATORY REVISIONS: EE EACH END N NORTH UNI= UNFINISHED EF EACH FACE NIC NOT IN CONTRACT UNO UNLESS NOTED OTHERWISE E EAST NTS NOT TO SCALE UR URINAL No. Description Date ELEC ELECTRICAL NO NUMBER V VENT EL ELEVATION OBS OBSCURE VERT VERTICAL EMEREMERGENCY OC ON CENTER VP VENEER PLASTER EMBED EMBEDMENT OPNG OPENING VFY VERIFY ENOL ENCLOSURE OPP OPPOSITE VG VERTICAL GRAIN EQ EQUAL OH OPPOSITE HAND VEST VESTIBULE EQPT EQUIPMENT OZ OUNCE VCT VINYL COMPOSITION TILE (E) EXISTING OD OUTSIDE DIAMETER VWC VINYL WALL COVERING EXP EXPANSION OF OUTSIDE FACE WC WALL COVERING/WATER CLOSET a EXH EXHAUST OSHA OCCUPATIONAL SAFETY& HEALTH WDF WOOD FLOORING EJ EXPANSION JOINT ADMINISTRATION WDW WINDOW Scale 1/4" = 1'-0" EXPO EXPOSED OWJ OPEN WEB JOIST WF WIDE FLANGE EXT EXTERIOR P PAINT WH WATER HEATER Project number EIFS EXTERIOR INSULATION & FINISH PR PAIR WP WATERPROOF/WALL PANEL Date 01/23!2013 SYSTEM PART BD PARTICLE BOARD WRB WEATHER RESISTANT BARRIER checked By Checker F FABRIC PTN PARTITION WT WEIGHT FOC FACE OF CONCRETE PERF PERFORATED W WEST FOF FACE OF FINISH PLAS PLASTER W/ WITH FOM FACE OF MASONRY PL PLATE OR PLASTIC LAMINATE W/O WITHOUT GENERAL FOS FACE OF STUD PWD PLYWOOD WD WOOD F.FIN FACTORY FINISH PT POINT WWF WOVEN WIRE FABRIC NOTES FF FINISH FLOOR & AND FFE FINISH FLOOR ELEVATION < ANGLE /SYMBOLS FA FIRE ALARM @ AT FACP FIRE ALARM CONTROL PANEL /ABBREVIATIONS FE FIRE EXTINGUISHER 001 1/23/2013 5:49:26 PM 4 l k. (1)LAYER 5/8"GYP BD. rn` VAPOR BARRIER PLUMBING AS REQUIRED. II PLUMBING AS REQUIRED. II ( _ (1)LAYER 5/8"GYP BD. II R-24 BLOWN IN INSULATION (1)LAYER 5/8"GYP BD. (1)5/$ LAYER GYP BD. OMIT AT GARAGE - VAPOR BARRIER II II VAPOR BARRIER VAD f II I VAPOR BARRIER 2X6 WD STUDS PER STRUCTURAL II SEALANT FILET �� I / R-24 BLOWN IN INSULATION MAR ^'' I JOINT EACH SIDE R-24 BLOWN IN INSULATION ( 3 II � II R-24 BLOWN IN INSULATION EXT ; II INT APA RATED SHEATHING PER STRUCTURAL II f OMIT AT GARAGE ' II III i 2X4 FRAMED OUT WALL FOR ELECTRICAL CITIt �" A III II BATTENS PER ELEVATIONS II 2X6 WD STUDS PER STRUCTURAL BUILDINGS h II 2X6 WD STUDS PER STRUCTURAL II I' II ON FORTIFIBER WEATHERSMART BUILDING WRAP ( II 2X6 WD STUDS PER STRUCTURAL II II EXT INT EXT II INT BARROWS EXT I 1 I INT APA RATED SHEATHING PER STRUCTURAL APPROVED FURRING APA RATED SHEATHING III ROADI (I PER STRUCTURAL y APA RATED SHEATHING PER STRUCTURAL IIWEATHERSMART ' SEALANT @ PANEL JOINTS h ESTATES FO T(FIBER BUILDING WRAP (1)LAYER WRB ( I ( III GALVANIZED METAL LATH. BOARD PER ELEVATIONS II FORTIFIBER WEATHERSMART III F4RTIFIBER WEATHERSMART BUILDING WRAPBUILDING 3 (I APPROVED FURRING II SEE MFR. INSTRUCTIONS - (I BUILDING WRAP II ( II H APPROVED FURRING III LAP SIDING PER MORTAR SCRATCH COAT NAILER BLOCKING @ EACH , II ELEVATIONS (I PANEL EDGE,VERT.AND HORIZ. APPROVED FURRING I I SIDING PER ELEVATIONS I MORTAR SETTING BED vf TIGARD, ORE ON CULTURED STONE E1 EXTERIOR WALL, TYP. - SIDING E2 EXTERIOR WALL-CULTURED STONE 3 EXTERIOR WALL - BOARD & BATTEN E4 EXTERIOR WALL, TYP. - SIDING 1 1/2" = 1'-0" 1 1/2" = T-0, 1. 1/211 = 1 -0( 1 1/211 — 1 -0 11 (1)LAYER 5/8"GYP BD.AS REQ. FOR II WALL FINISH DEPTH CONTINUITY I (1)LAYER 5/8"GYP BD. _ I II � t� _ (1)LAYER 5/8 GYP BD. EACH SIDE 1 LAYER 5/8" fTYPE X GYP BD. INSULATION AS REQ. VAPOR BARRIER I - II - SOUND ATTENUATION BATT (I I INSULATIONBATH AND R-24 BLOWN IN INSULATION I - LAUNDRY WALLS(OPTIONAL) 2X4 WD STUDS II � I UNIT EXT INT III 2X6 WD STUDS PER STRUCTURAL ( 2X6 AS REQUIRED FOR UNIT UNIT _ 2X4 WD STUDS INSULATION CONCRETE WALL PER STRUCTURAL - EXT II INT APA RATED FIRE RATED SHEATHING PER STRUCTURAL GALVANIZED METAL LATH. I WALL APA RATED SHEATHING PER II SEE MFR. INSTRUCTIONS X. - I STRUCTURAL,WHERE OCCURS III FOR TIFIBER WEATHERSMART BUILDING WRAP I III I - MORTAR SCRATCH COAT II - APPROVED FURRING MORTAR SETTING BED II SIDING PER ELEVATIONS I - u .; CULTURED STONE I i 1 HOUR FIREWALL +. ASTM E 119, ANS I/U L 263 - - EXTERIOR WALL - CULTURED STONE 1 HR EXTERIOR WALL FURRING WALL UNIT INTERIOR PARTITION WALL E 1 1/211 .� 1'-0" E6 1 1/2" 1'r0" F 1 1/2" = 1'-0" 1 1 1/2" 1'-0" CONSTRUCTION (1)LAYER 5J$"GYP BD EACH (1)LAYER 5/8"GYP BD EACH SIDE (1)LAYER 5I8"GYP BD. EACH SIDE SIDE I - I PLUMBING AS REQUIRED VAPOR BARRIER I / SOUND ATTENUATION BATT t • �;, I 1 LAYER GYP BD. EACH SIDE INSULATION c@ BATH AND f R-24 BLOWN IN INSULATION �. SOUND ATTENUATION BATT INSULATION ( ) LAUNDRY WALLS(OPTIONAL) 2X6 WD STUDS PER STRUCTURAL - 2X6 WD STUDS PER STRUCTURAL UNIT UNfT 2X6 WD STUDS I - I APA RATED SHEATHING PER APA RATED SHEATHING PER I ; I STRUCTURAL WHERE OCCURS APA RATED SHEATHING PER I STRUCTURAL WHERE OCCURS 2X4 WD STUDS ON EDGE STRUCTURAL WHERE OCCURS ' I ' I I - ADDITIONAL LAYER 1i2"WATER I (1)ADDITIONAL LAYER 1/2"WATER (1) RESISTANT GYP BD AS REQUIRED ON RESISTANT GYP BD AS REQUIRED ON I TUB/SHOWER WALLS,AT BATHROOMS f TUB/SHOWER WALLS,AT BATHROOMS t _ UNIT I 4 GARAGE REVISIONS: No, Description Date CP2)-UNIT/GARAGE SEPARATION WALL 3 PLUMBING WALL P4 FLAT�STUD tWALL NIT INTERIOR 2X6 PARTITION WALL -r r 1 1/2111 0 1112 = 1 �4 11/2 1 -0 11/2 1 0 (1)ADDITIONAL LAYER 1/2"WATER RESISTANT GYP BD AS REQUIRED ON TUB I I SHOWER WALLS, EACH SIDE AT BATHROOMS ONLY (2)LAYERS 5/8"TYPE'X'GYP BD EACH SIDE. I PLUMBING AND MECHANICAL PENETRATIONS I MUST BE FIRE SAFED PER CODE I _ FIRE BLOCKING EVERY 10'MIN Scale 1 '�/nIt = �'-0" I VERTICALLY&HORIZONTALLY G R-24 BLOWN IN INSULATION Project number - {OMIT AT GARAGE} Date 01/23/2013 uNlT I I uNIT Checked By Checker 4.I 2X6 STAGGERED E D WD STUDS PER STRUCTURAL I - I APA RATED SHEATHING EACH SIDE PER STRUCTURAL ASSEMIBLY TYPESI I I "MODIFIED" 2 HOUR FIREWALL AS PER ORSC ASTM E 119, ANSI/UL 263 1"MIN AIR SPACE UO2 D EXTERIOR WALL - DEMISING 11/2 -- 1 -01 3/5/2013 5:32:35 PM --------------- BARROWS BARROWS ROAD ESTATES INSTALL INLET / • ti PROTECTION DURING TOP OF CURB ` J n CONSTRUCTION 191.98(EXISTING) ( TI�7ARD, OREGON ` 10.00' �` - • --" --' BUFFER f *Ike h tp �. � � � f. -'1 mak' - ,4• -. .,r 4 ��' `�9 � •=4. R . - 40 4 , - � � q,^ '+• f rr 4. FINISH DRIVE/WALKWAYS TYP d `� GRADE - ` , ' / � i• - 192.25'TYPro c4 xx LOT 22A 1,054 SF, 704 SF FOOTPRI NT(67°Iv) 'aW ,�XFF X193' . � - .-• ..� E ,- • •;,,, � IMP RVIOUS AREA 280 SF Ci h4'' .. ` 4. •+. " ' ` r` ai1,263SF�,,< '��4'x-<LOT 21 ` • , y,°' -, '` ,,/' -°x: i• °"� '` X848 SF FOOTPRINT(67°l0) - ''�' ...' p off• "�• .�` h�° '� •` _FF=193' o. IMPERVIOUS AREA 276 S SECOND STORY 2'ti ti - N `OVERHANG TYP. LCAT 20 . . �✓ .• , :, °'` 1,541 SFS ~- - �.. , ' ` . , t ' '= • `• 'l= •, ` °848 SF FOOTPRINT{55%); �• _ "` �-- �,. ,. ' 4 • f i /' r' t/F'v ff S, ,f Y +' - '"« w•-rr' �,J ,� ;• � < ,�FF=193 •po, ' f ` IMPERVIOUS AREA 323 SF ♦��'" -,d Rf�• _ .4 * •�' moi. � a. � � l��O r ,. � ! r .....-' ..,1 `~, ,ll'«hyh� ,�_ pop,•jf . . Lr •'SS �. � "" w 1 RAT � o ,o • .. :; ,� :' s� .,• -LOT !i ' n'- .+i� k = _ . ` • K1.t L O T 7 R!1 t .v.... i ."°°'+y✓ •;..y f ' :x_V2,059 SF's" � � SF FOOTPRINT(41°/v)� ti ` ,,�, _ --- �"' w BUILDING 3 r : f :FF-1NNI 93' ' . { . • to IMPERVIOUS AREA 323 SF -, � �,�""- ; � o ' � "� `' tr .. -. � 1: � f r , ," ��`��iM� r• '� t �.,r-..«+-.,.,,,,��--w-......- fir.. Cli 10 .t`• !• .• f S t f•l r R /O fit. _ I� O .,.�r✓' '61 V7 LOT 1 8'� TOP OF CURB ; 192.35(EXISTING) ° ^2147 SF 848 SF FOOTPRINT . a.. `. . ..X FF—193I � � �,` IMPERVIOUS AREA 280 SF, ��. �, .y ,• ._ �� ,,. js � � �l8•t •q' I f ry,5 •. `' f .\'' .fk I 4`I{f " C -...+..,w......v+y� :r ti VFj/ '� ` " • CONCETE PATIO TYP LOT 17� R-10 "IN 1,656 SF .• , 1704 SF FOOTPRINT 42.5°/0) - FF=193' • '` '`� ~ ti FINISH GRADE 192.25 TYP IMPERVIOUS AREA 280 SF, � y�4 0 � REVISIONS. No. Description Date 4C z F- A,- -------- , `V - 091 01* N 85°25'44"W -- • . '. .. . .-. 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INSTALL 3 TAB COMPOSITION SHINGLES Material: Name Material: Area 15#FELT UNDERLAYMENT AT TERMINATIONS TO CREATE AIR BARRIER OVER 15# ROOFING FELT PER FREEZE BLOCK/ FURRING ROOF SHEATHIN - r- W_ v Roofing -Asphalt Shingle77041 SF r w SCREENED STRIPS MANUFACTURERS SPECIFICATIONS cm DRIP FLASHING AT EAVE VENT 2. PROVIDE MINIMUM 26 GAUGE 7041 SF RAKE FIBER CEMENT SAMF OVER APRON GALVANIZED METAL FLASHING AT ROOF SELF ADHESIV NAIL @ 8"O.C.OVER LAP SIDING FLASHING EAVE EDG FELT TO WALL CONDITIONS Fascia Schedule FLASHING INSECT APRON FLASHING 3. ROOF PITCH AS SHOWN ON PLAN GUTTER SCREEN AND W/6"BACK LEG Lengin 1w 4. INSTALL GUTTER AND DOWNSPOUTS AS Family and Type > STARTER STRIP 0 2X8 ROOFING FELT- SHOWN AND AS REQUIRED FASCIA ZMISED HEEL RUN 6"MIN.UP 5. CONTRACTOR TO PROVIDE ATTIC ao_ % cia: Fascia-Flat 2X8 1953' - 0 3/16" 1 0 0 0 0 n 0 0 a w ENGINEERED ASPHALT WALL VENTILATION PER SEC. R806.2 LEAVE 1/2"FREE ROOFTRUSS SHINGLE BARROWS 953' -0 3/16" FOR WALL WALL AS PER PLAN ROOFING 6. ALL OVERHANGS ARE 1UNLESS NOTED J_ VENTILATION 11-0"TyP. OTHERWISE Typ. 7. NO PENETRATIONS ALLOWED WITHIN 4' ROAD ESTATES OF COMMON PROPERTY LINE :10-10 MA Gutter Schedule SIDING AS PER 8. MINIMUM 1"AIR SPACE BETWEEN ROOF ELEVATION Family and Type _[_ ' Length GUTTER APRON NAIL STARTER COURSE INSULATION AND SHEATHING TIGARD, 8tv O.C. 9. VENTS COVERED WITH CORROSION RESISTANT METAL MESH >1/8", <1/411. OREGON Gutter: Gutter- Bevel 1571' - 10 1/2" rlo-N SHINGLE DETAIL EAVE DETAIL APRON FLASHING 10. INSULATION SHALL NOT BLOCK FREE '-�NTS If 11-011 111 = 1#-Oil FLOW OF AIR THROUGH VENTS VENT CALCULATIONS A B C D A3.2 E F G VENTILATION REQUIREMENT OF 1/300 OF ROOF AREA. (REQUIREMENT OF VAPOR FIRE TREATED SHEATHING BARRIER < 1 PERM MET USING RATED VAPOR SEALER PRIMER) AND NO PENETRATIONS WITHIN 4'OF LOT LINE - ---------- ------ 0 W E IT- P��1 0 W E R;` --f7t�396 SF 96 SF—z ,--t-- --LOWER... 396 SF� --- SF� ;396 ------------ LOWER�- `:LOWE 62 SF=-- T 7-,2 5 2 F 88 SF_ 288 ��UPPER' -`;;=UPPER:_�7=j: V VP R; UPPER 88 SF 4�28 SIF--- '-- -- - ------ k3d 288S ............. . ......... Y-V �n -------- -Olt Zz 3 L R L 204 SF' 2_04 ort ICE AND WATER -A L-NA 4 S F 22 8 S F SHIELD VALLEY EXTEND SHINGLE 01 FLASHING MEMBRANE 1' BEYOND UNDER FELT VALLEY NO NAILS LOT 22 LOT 21 LOT20 LOT 19 LOT18 LOT17 WITHIN 611 OF ................. M VALLEY A3.1 2 Al2 2 BUILDING 3 10 :ff= 1 1.0" 1 1 -014 11 1-0"" -0 -011/11-01 _0" 1 0 -0" v- .-.=I I-oll i I TOTAL AREA REQUIRED SI /11-0 S F VENTING (SF144 OW LOT 17 & 22 LOWER REAR 252 SF 120 LOT 18-21 LOWER REAR ASHALT SHINGLES - I$-off i 1 396 190 ----------- 7------- CUT SIDE WITH LOT 17-22 UPPER LARGEST AREA VALLEY LOT 17 & 22 LOWER FRONT 5 -011 C 228 109 ..................................... BATTENS LOT 18 -21 LOWER FRONT SIDING 2" CLEARANCE TO A3.1 204 97 1 SURFACE OF ROOFING REVISIONS: BUILDING WRAP; LAP OVER No. Description Date FLASHING, TAPE SEEMS & EDGES, ADD SEALANT AT TERMINATIONS ROOF PLAN DOUBLE BATTENS 1/811 1 1-011 VENTING PROVIDED: WRAPPED IN BUG SCREEN AT EAVE (SI) -]—AT RIDGE 8" ROOF VENT FREE AREA OF 50 S.I. EACH LAP SELF ADHERING LOT 17 & 22 LOWER REAR: MEMBRANE 3" MIN. OVER ROOF VENT; FLANGE TO BE 80 (4 BAYS) F-1 00 (2 VENTS) STEP FLASHING WEATHER LAPPED 6" MIN UP TOTAL 180 Sl 7. AND DOWN ROOF W/ASPHALT SIDEWALL DIVERTER FLASHING SHINGLE ROOFING LOT 18 - 21 LOWER REAR: 1. LAP W/STEP FLASHING 4 40 (2 BAYS) 150 (3 VENTS) 2. LAP W/SAMF 3 Scale As indicated 3. EXTEND INTO GUTTER 211 @45dEG ANGLE ASPHALT SHINGLE ROOFING TOTAL 190 Sl Project number - 4. SEAL SIDING AROUND PERIMETER OF DIVERTER LOT 17 - 22 UPPER: FLASHING TO CREATE WEATHER TIGHT SEAL ROOFING FELT jjjq�!! 20 SQ. IN. VENTILATION AREA PER BAY 60 (3 BAYS) 1 100 (2 VENTS) Date 01/23/2013 SELF ADHERING MEMBRANE FLASHING, INSTALL 1011 TOTAL 290 Sl Checked By Checker BEFORE DIVERTER FLASHING LOT 17 & 22 LOWER FRONT: HOLD GUTTER BACK MIN I" FROM SIDING RUN ROOFING FELT AND ICE WATER SHIELD UP WALL HOLE TO BE CUT IN ROOF 80 (4 BAYS) 50 (1 VENT) 411 1 SHEATHING FOR VENT TOTAL 130 Sl ASPHALT SHINGLES - LAP OVER HORIZONTAL LEG OF INSTALATION ROOF PLAN FLASHING INSECT SCREEN 60 (3 BAYS) 50 (1 VENT) DRIP FLASHING ROOF TRUSS AND DETAILS 3 IVERTER FLASHING ROOF VENT FRIEZE BLOCK VENT NTS 1 1/211 = 1 1-011 1 1/21f 1#-Off Al 84 1/23/2013 5:47:48 PM > 0 NIT ji . - . �,Ir Y .;g .fit A � - ICEILING PLAN LEGEND � ��. I 1:11 a - rtr . - @ CARBON MONOXIDE DETECTOR LOCATION SMOKE DETECTOR LOCATION . FZ1 EXHAUST FAN F21 FAN LIGHT COMBO O CEILING LIGHT Iq RECESSED CAN LIGHT OV DIRECTIONAL CAN LIGHT OWS . .0 PENDANT LIGHT ROAD ESTATES -1 * r 2 1 TELEPHONE/DATA TiGARD, VANITY WALL LIGHT OREGON • I . I .- Q OUTDOOR WALL LIGHT SWITCH SINGLE z SWITCH DOUBLE r q D CABLE TV GENERAL NOTES: 1. ALL CEILINGS ARE 51$"GYP BRD UNLESS NOTED Q7i� //--�- OTHERWISE. 2. ALL CEILING FINISHES ARE APPLIED DIRECTLY TO _ ' > zr • ' - ._ - ._ - a _ , - `• , . _ _ UNDERSIDE OF STRUCTURE UNLESS NOTED OTHERWISE. _-1 I ` ? a 4 3. REFLECTED CEILING PLANS INDICATE LOCATIONS OF - I - - -_ - - r - - - `7 - - - P • - • r BINARY LIGHTING FIXTURES AND . A MECHANICAL ' '' '' -I - COMPONENTS INTEGRAL WITH CEILINGS. ' " - r w " ' ,' `a - ' -' - ` - - ' ' - 4. LIGHTS!N CEILINGS&SOFFITS TO BE CENTERED IN ROOM • ., 1. _ • + . • - - - _ - 'I• a • 1 - - + - - - '_ w ' . • - • - ,; - a - Q---,"x UNLESS OTHERWISE NOTED. `' J , - I• • - ' '' = , i . f-; . - , - - • _ ' t r- 1 , 'a_ , . , , ''a. ' . I > - t, _ Z�77Q- _ _ _ +' , ;. _ _ _ r - w 5. ALL LiGHTS ABOVE KITCHEN&BATHROOM SINKS TO BE -' - - - I+ - r -2 _ 1{.>- _ - - - , . '4 - • ` ' -��'-. - - f` - , - ' `' ' '_ -r+ ';. 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''• ' `a ' _ ,+' ' + , 22"X30 M X3 �+• _ 'tt X80 _ a' " � /`•_ • - - - - `� - � -' - - - , r a a a , , • , .f r - - - ' • - -• - _ r _ - � �ATT1C• r - ' , - - ' , - -, - - • - •A - , _ , - - - - , - -` _ - ; - t -' •22�3Q ', .. , , • ` - 'r t' H n'_ r • a , _ t _ ' i _ , a , + ., •_ , ' _ -j , a + -, r ) � s • a r -r If 1� ♦ +. -++ r ' -'r ' : - ,'- - ` • -22.X30_ '- .•„ ,, ra ' - -, ' ,• - ' - - ' ' � 'ACCESS- -, -+ + - . r - - - ' - • • .ACCESS'' _ "_ a. - ' -,a ''.' ` •_. ;+ ' _` _ _ _ _ s' •: _ " ,•'_, ^ + '' Y - .` ' a_ - , • ra ' ' AT,TaC � _ " _ I ' _ _ _ _ _ _ ' ., • , _ ', '• r _ , ATTIC• a +r _ '+ . f_, • t ". ' 1 r '' r ' a to �'• •" ♦ +. _r 'i` rr t , i •r• - ACCESS,- i. • t'• _ a • , _ ; _•r r , ACr�L V.S _, - ar _r r r• -' _ _ • •1 r • _ ,- , _ t _ - a•• _• + _ _ • - r a L - - t_ • - a ` - _ r t +- a ' - ' - , a _ _ ♦ ♦ •r _" F - _ • _ _ a _ • _ ' • , ' r r 1� '• - : _ t i -r AVCE�S r •s^r r+- ' _ _ t _. 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DN. + , , 1 - r • ' I - , + - I , r ,, :• , -t + a I - + , \- . , _t *,�+ i ✓ ':• _ _ _ • •' , r . �'• t r_ _ w • • . _ I t_ t 1 • , t • . ' '*. r , ,. _ r .. ,++ 4 ' • • ` a J •• . „ a y � ` • _ • Z _'+ ' , "'w ' ,,_ ,a r •w; 'C , ,• ` r ' • r ' • . ` . • • ' , r , a • . • • • d` . r a ' ' ' '' _ . ` _ a p a _ • ' , ,� ., . •� a • • `Y•+ • '� . -S ' � ,�,`' v ., • •a. r r• • •r 'r • 'a ,,r •- r r - , _ ,_ , '+. • • 1 • , �. " • , ' 4 + t'•1 •• • • , a�, , _ _i - r • ` - `' _ , + _ - . ti • r w ,(4 , ++, ' `•r a , , r r • . ' " a r •a " '•+ " • . • . _•, a , r . • +• + ' • n +, ` - , • - ",. , . i , 1 e' • r r 5 a'• • r• + ' _ `l', _ , - ' '' r " .. ) ,` '• . ' " , • ' • `3•,`. • , , .a• • ,•d ` , t , Y �• ► . ' . r . i � I ' • ' . s , a i • • r • . + 'r• • 1 • ♦ r r• • '' ' 7 ♦ - _ ', ,• • • , + DN. .• ' ,_ 81), f , , t' , ,. a . • • ,, .f _ t a :. , - ••.• - _ + DN. r , w , + s , I , r I• , ' ' r J a^a • + r a //11 l l 1 a • t :� , ,; ' . , • r, DN. _ _ _ a , + a :♦ , •' ` • �' DN. 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I off-- -21-011 1.011 —21 Orl Off-- O"X21.0 --2'-0'.)(<2'-0 20-0 O"__- ---L-@-8#-O"___--1-@-8-.0,__- 81 0 S65 S65 -0 S65 S65 S65 to 14111 1-01 1.011 1-w 'ILK 5.-Off Off 60 -U 6 61-O"X 5#-0" 6'.0'. .0. 0"0 6 Otv 51-Ott O'l 6!-Off x 5 r 8 1 Ott @ 81-0111 @ 81-Ott @ 81 Off 1-011 @ 8 -Off 11118 Noll I I I WIN -—-—-—-- 2ND FLOOR_�� E31 101 -4" 46 FIREPLACE VENTS S44 S44 S44 S44 844 S44 Nw 4 1- if I-Ovi 1-011 1 Off 0-019 0 Ott 0 4 4 41-0"X 4'- 4 1011 41-0 4' 01 4 6 71-oil @ 17,-0" @ 71 to @ 76-Oil 60P 7- Off 6 0 v 61-011 1 Off 61 Off 61-0" 61-Off 6 Nic-1 HOSE 131B TYP 1 ST FLOOR -4 1 A 0 'A —w—--k i ------ fo.I 1.4 i f r . .... 4 ,:,__� 1,-t� -- I i_�:_, gp. 1. 4.- - t A.- J M M�" _A� U t T J, -2' - 2 1/2" EAST ELEVATION 2 3 A4.1 U5 ol BUILDING 3 VIA 3RD FL OOR PLATE 29# 9 1/8 ''1 1, GO S43 MA- gw-i'v W. 'i,V g g 42 g 4' Off X 3' Off I of @4k8 0 . A- MM RIM, REVISIONS: 3ND FLOOR 20 No. Descripflon Date A il- F22 F22 EXTERIOR FINISH LEGEND: -0. 2 )1`-21 011 -20 :X:2' 0"' 21 10"l Ott 2 _x__ _.X:21 Off L.@.8 @-8. S HARDI-BOARD AND BATTEN SHAKE Sae As indicated HARDIPLANK 12" (10-3/4" EXPOSURE) 2ND F OR Project number Ott -4" ---—-— Date 01/23/2013 HARDIPLANK 8-1/411 (711 EXPOSURE) Checked By Checker L J CULTURED STONE H23 34 F- "'' 1-w 20 Off X 31.011 1.Ott X 41.Ott O"__-, 1.Off ASPHALT SHINGLES 1 @118 ELECTRIGMETER EXTERIOR CONCRETE ELEVATIONS 1 ST FLOOR IN ffiffil 0 71 f :A_ UNDATION 1. �A JA FO - 21/2 17 7-- 1/23/2013 5:49:01 PM NO E 1/4 1 -011 <(A4.2 yr 3i O" 2' 6" 3' 0" 3i 011 e � r i- t O of i M I I I I °0 BARROWS� t M ESTATES N oa p� a o 0 DO TIGAR D, C.7 R GAJ a o 0 1 i co 1> N1 I I I ____ I / \z 2'-0" 3'-0" 1'-0" ll 21-6" 2'-6" 1/2 31-0" 2'-6" 3'-0" 31-0" Elevation 1 - a le V3 1121' = 1'-01' Elevation 1 - d 4 1/2 _ 1 i-Off 1 1 � a 1/211 11-011 3'-0" 2' 1'-3t1 31-61' 1''91' II II II II p 1 C*? u p o LJ 61-011 - 1'DEEP SHELVES a r r z 0 18 DEEP CABINETS ti �; BUILDING 3 1i.6N 2'.6', 1,.61i 3'-0" 2'-0° 7 1 - ' 8 1 - a1 OPTIONAL CABNETRY 1;2f 1 - 11-011 1/211 ' 1'-011 r , Elevation 2 -a 1/211 11-011 Elevation 3 - a 1/211 - 11-011 REVISIONS: No. Description Data Scale 1/211 10-011 Project number Date 01/23/2013 Checked By Checker INTERIOR ELEVATIONS A303y - 1/23/2013 5:49:03 PM 4 I 3 4 4 3RD FLOOR PLATE 3RD FLOOR PLATE — — — — — _ — — — — — 29' - 91/8" -- — — — — — — — — 291 -9 1/811 2 5 BARROWS 130NUSBONUS 2 5 ROOM ROOM I ROAD ESTATES I I TIGARD, 3ND FLOOR — � �� I — — — — — — 3ND FLOOR OREGON 2ND FLOOR Zvi i I 20 8 " 19' - 51/8" MASTER HALL BED OM FURNAC LAUNDR BATH BEDROOM I MASTER 1 I 2ND FLOOR 2ND FLOOR T 10' _4" 10' _4" I I LIVING ENTRY LIVING I GARAGE i I _ 1ST FLOOR A 1 ST FLOOR 0" k,,P 0i, •_ CRAWL — FOUNDATION_jk FOUNDATION— ` SPACE -2' - 2 1/2" ItF -2' - 21/2" 2 SECTION END UNIT 13 SECTION END UNIT 2 A 1/411 if-Oif B C D E F G BUILDING 3 3RD FL OR PLATE 29' - 91/8" BONUS BONUS BONUS BONUS BONUS BONUS ROOM ROOM ROOM ROOM ROOM ROOM 0 0 3ND FLOOR 20 - 811 REVISIONS: No. Descripflon Date MASTER HALL BATH SCALL BEDROOM HALL BEDROOM BATH MASTER 2HALL 2 BATH HALL 0 2ND FLOOR . . 10' - 4" v o Scale 1/4 If = 1'-4" Project number Date 01/23/2013 Che&ed By Checker LIVING GARAGE GARAGE KITCHEN LIVING BUILDING -1 W1 R SECTIONS 0" FOUNDATION a - -• - +- - - _ - •' -2' - 21/2" A4v 1 1 LONGITUDINAL SECTION 1/411 1'.0" 1/23/2013 5:49:05 PM .//^-�) V ._ I I I I I I I I I 3RD FLOOR PLATE I 13RD FLOOR PLATE — — — --�-- — — -- —' — 291 -9118" 291 -91 I I I BARROWS I ROAD E BONUS BONUS ROOM ROOM TIGARD, OREGON 3ND FLOOR 3ND FLOOR 20' _8,' 20' -811 FURNAC � LAUNDRY HALL HALL MASTER BEDROOM MASTER BEDROOM IV 2ND FLOOR ♦ 2ND FLOK-4 101 -411 — 10' ENTRY LIVING LIVING DINING ENTRY ENTRY 1ST FLOOR 1 ST FLOOR off_ — — — — — — — — — — — — — FOUNDATION — FOUNDATION -2' - 21I .: , a•- -2' - 21/2" 3 SECTION MIDDLE UNIT 2 1 SECTION MIDDLE UNIT 1 1/411 = 1 -0 1/411 = 1 -0 2 3 4 5 BUILDING 3 1 2 3 4 5 I 1 I I I _ 3RD FLOORPLATE 3RD FLOOR PLATE 291 - 9 291 -9 1/811 _ I I I BONUS BONUS I ROOM I ROOM 0 3ND FLOOR I I 3ND FLOOR REVISIONS: 1 20' $t, 20' $r, 2ND FLOOR VLAI C — — No. Descflp tion Date 19 1/811 MASTER BATH CLOSET BATH BEDROOM I O • 2 MASTER HALL CLOSET \ Scale 1/4" s 1 1-Owl 2ND FLOOR I 2ND FLOOR s — 101 -4" 101 -41' Project number - 2'.0. Date 01/2312013 I I I Checked By Checker POWDER GARAGE ENTRY LIVING LIVING 1 I 1 COAT BUILDING SECTIONS _ . . 1ST FLOOR n I I 1ST FLOOR _ FOUNDATION- -2 - 2 1/2" A4m OUNDATIONLi -2 - 2112" • .+ SECTION MIDDLE UNIT 32 SECTION END UNIT 3 ' 1/411 ' 1'-0" 1/4 of '" 1'-0" /23/2013 5:49:07 PM I PL MAR f � t3 ING D r� ON I . 3RD FLOOR PLATE — 3RD FLOOR PLATE ROAD ESTATES 291 -91/811 29 9 1I8 BUILDING 3 I Sim 6 TIGARD, OREGON I �.2 I I I I (�,�Osim A8.1 --------------------- II i I r 3ND FLOOR 3ND FLOOR _ — 3ND FLOOR 201 -$tl 1 ,811 I ' 2ND FLOOR PLATE 2ND FLOOR PLATE — 2ND FLOOR PLATE — 19' - 511811 191 , 51/811 — 191 5 1/811 . I I F I I I I - ICONSTRUCTION ' 10 Sim A8.1 I I� 2ND FLOOR 2NDFLOOR _. _ 2ND FLOOR I I 101 -411 — 101 -411 101 -4lt I1 I I _ I REVISIONS: No. Description Date 1 Revision 1 03-05-2013 Sim A8.1 I 1ST FLOOR 1 ST FLOOR 1ST FLOOR 011 Ott off .,.IRIIIfI Scale "' ` Project number - •I I. Z ®ate 01/23/2013 Checked By Checker s. a. _ FC)UN®_ATION --I FOU_N®AT[ON I---I ( 1==r) I I- FOUNDAT{ON _ — _ t _ tt .� .,.. III III III _ _ t " __ " ` . . • ' ' —_}— -21 - 21/211 -2 21/2 . •., 2 - 21/2 - It--I . . � : . . 11 ( I III ill Ili III [ il _1 I ��el•'` ;a` ►4' ,. III- WALL 3 TYPICAL DEMISING WALL2 WALL SECTION GARAGE 1 TYPICAL WALL SECTION 1/211 = 1 -0 1/211 — 1 -0 1/211 -- 1 -0 11 A4w5 3/5/2013 5:24:04 PM 6 2 _ UP a 17— UP It , F r 14T @ 91/2"— _ 3 -6 13T@93/4 A5.1 :.. _ _- 1 3'-4" - 1, 10'-31/2" L T 4" • 44 , 1 1• ,, „,l A5.1 � " r,• a, MMMMMMEM ' 4 • I 15T FLOOR STAIR PLAN LOT 22 17 SIM) 1ST FLOOR STAIR PLAN LOT 20, 21 (18, 1 � _ 1, BARROWS 19 SIM 1 -0 3'-1 112„ 1/2" = 1`-0" ROAD ESTATES DN _ UP UP � 6n 1 TIGARD r8 A4.5 OREGON A5.1 DN = 4" = 31-4" ,-4n r44 t ch A5.1 li 2ND FLOOR STAIR PLAN LOT 20, 21 18 ( 6 19 SIM) 2 2ND FLOOR STAIR PLAN LOT 22 17 SIM 1/211 ~ 1`-0" DN A4. - 3'- 11/2" 6" 81-311 5" 8 11 T@ 9" N r44-� 13T@91/2"= ' 3,-4" 101-31/211 — A5.1 co _ -------- 3RD FLOOR STAIR PLAN LOT 20, 21 (18, - , 7 19 SIM)i 3 3RD FLOOR STAIR PLAN LOT 22 17 SIM 1/211 /2" — 1 1-0" 1/211 /2" 1`-01` 1 3ND FLOOR 4.5 201 - 8�� \ � - = 3ND FLOOR 20 ' 1 \ \ \ BUILDING3 \ 9 1/2" \ s ♦ y `\ C \ \ _ti � 11 ♦ \ An M= `♦ \♦ LLQ e— \\ \ 1~ qi ♦\ \ _ REVISIONS: 2ND FLOOR `\ No. Description Date •\ 100 _4 2ND FLOOR \ 10' _ 4„ \ �\ NN \ \ `♦ - 91 9 1/2" 11 —� Scale 1/211 1 1-001 Project number - `� o `� Date 01/23/2013 Checked By Checker STAIR PLANS AND SECTIONS Hillii i 1ST FLOOR V off ' 1 ST FLOOR -- O,r A5w 1 STAIR SECTION 2 44 STAIR SECTION 1 1/2of 1 -0 1/211 = 1 _0 1/23/2013 5:49:11 PM GENERAL WINDOW AND DOOR NOTE 3 u • ANY WINDOW IN A HAZARDOUS LOCATION (AS DESCRIBED IN 8308 OF THE ORSC) SHALL BE CONSTRUCTED OF SAFETY GLASS AS REQUIERED • EACH BEDROOM SHALL HAVE AT LEAST ONE OPERABLE WINDOW MEETING THE FOLLOWING CRITERIA: MIN. NET FREE AREA OF 5.7 SF. BARROWS MIN OPENING HEIGHT OF 24 , ROAD ESTATES MIN OPENING WIDTH OF 20 . MAX SILL HEIGHT OF 44 . TIGARD, • WEATHER STRIP ALL EXTERIOR DOORS, GARAGE OREGON DOORS. • INSULATION REQUIREMENTS: EXTERIOR DOORS U-0.20 EXTERIOR DOORS W/ > 2.5 SF OF GLAZING U-0.40 SLIDING GLASS DOORS SHALL COMPLY W/ WINDOW REQUIREMENT OF UW0.30 v 1 1 Window Schedule Type Mark Count Description Width Height 1 F16 4 FIXED 11 - 011 ft t -6 0ft F tt - BUILDING 3 22 24 FIXED 2 0 21 - 011 � �. t F 2 H23 2 SINGLE HUNG 2 0f! !3 0t! 2 I F16 I t - t! t - tt v H23 IS34 �S43 S34 2 SLIDER 3 0 4 0 .. S43 2 SLIDER 4t - Oft ! - Ott Is44 X545 Iss4 IS65 3 S44 6 SLIDER 41 - 011 41 , 011 S45 4 SLIDER 4' - Oto 5' - ut 854 2 SLIDER 51 - 011 4' - Oft S64 2 SLIDER 61 - 011 41 , 011 S65 16 SLIDER 6' - 0" 5' - 0" WINDOW LEGEND 1 If = 1!-Ott 64 ❑=0=EJ ❑ Door Schedule FE] 'Ur , E I I N Type Mark Count DESCRIPTION I WIDTH I HEIGHT Fire Rating Type CommentsOf No. Description Date 16N 6 INTERIOR 1' - 6" 61 - 8" • 20N 6 INTERIOR 21 - 0" 61 - 8f! , 24L 26 INTERIOR W/LOCK 2' - 4" 61 - 811 LOCK f t , 24N 6 INTERIOR 21 -411 6 - 8t 26L 16 INTERIOR W/LOCK 21 - 611 61 - 811 LOCK SECTIONAL OVERHEAD GARAGE PAT O SLIDER FRONT ENTRYos L ET SLIDER INTERIOR c s o 26N 4 INTERIOR 21 - 611 61 - 8" 28E 6 INSULATED 2' - 811 6' - 8" 20 MIN. INSULATED DOOR LEGEND 28N 6 INTERIOR 21 - 811 61 - 811 1/4#1 = 1'-Oft 30D 4 DOUBLE 31 - 011 61 - 8f' ... 3OF 6 FRONT ENTRY 31 - 011 T - 0" LOCK INSULATED Scale 1/411 — 1 t-Off 30N 6 INTERIOR 31 - 01' 6' -8" Project number - 60C 4 CLOSET SLIDER 6 - 011 6' . 81' Date 01/23/2013 60P 6 PATIO/DECK SLIDER 61 - 011 71 - 011 LOCK INSULATED Checked By Checker 80G 16 SECTIONAL OVERHEAD 8' - 0" T - 0" 3100 14 CLOSET SLIDER R - 10" 6' - 8" Grand total: 112 WINDOW & DOOR SCHEDULE A6v 1 1/23/2013 5:49:12 PM y PL y PL INTERIOR WALL ASSYMBLY SEE PLAN PL o WALL ASSEMBLY WALL ASSEMBLY JOIST POCKET 2x4 PT SILL coSEE PLAN WALL ASSEMBLY PT SILL SEE PLAN SEE PLAN i PT 2X4 EXTERIOR INTERIOR JOIST, SEE SILL SEALER GARAGE GARAGE GARAGE STRUCTURAL i CONIC. SLAB ON GRADE _: JOISTS, SEE z . r ` JOISTS, SEE - •,• �• -; d. - - .. PER STRUCTURAL _ !-� •; STRUCTURAL l- _ �I = e O"•"d, 1, _ • , ••d -Ar •,;' JOIST ESTATES "L . • r ,• POCKET POCKET JOIST t° CONIC SLAB ON - . Al ' + . • ' . . ., .r GRADE PER I I ; z • CRAWL SPACE ? ..> CRAWL SPACE •: . - • III III ---_ • . •.. .��• - • SEE STRUCTURAL — STRUCTURAL • .4 - :. CRAWL SPACE —� TlGARD, s , ' Al.d �� , �. i — — III-" I I__._ s ,. 3 .• .,` ".e III � II-- II (�. - _ — • , VAP FOR FOOTING & - ;? .• , . - a -- SEE STRUCTURAL ;, •, SEE STRUCTURAL -. _. .•, OREGON OR RETARDER _ _ - . .. - :••, ` ; FOUNDATION - '• '' ' ' " III I I ( a: '• • • FOR FOOTING & , �•, r- s'fi ..�,• (� _ ,. . f FOR FOOTING & - - ' : _ , — - 4 ` . • a -- — III I ' ' I I FOUNDATION I I •.: •� FOUNDATION ' — f'. I ``—.. '• ._ ! � � 1 � ( � I � f � � � � 1 � � � I 1 I 1 � I �^ I I f— —I � I— I— —I I -! ! I---III---�• 1 11_.- I I ! --! I � III III I II�II DEMISING WALL AT ARAGE JOIST DEMISING WALL AT FOUNDATION ��3/4 EMISING WALL AT GARAGE POCKET EXTERIOR WITH JOIST POCKET 3 H _ t- 11 /411 ` 1-011 3/411 11-011 ►� 11—�11 3/4 "•- 1 0 WALL ASSEMBLY SEE PLAN PT SILL WALL ASSEMBLY WALL ASSEMBLY SEE PLAN EXTERIOR SEE SILL SEALER WALL ASSEMBLY ELEVATION WATER STOP SEE PLAN SEE PLAN EXTERIOR INTERIOR SEE STRUCTURAL EXPANSION JOINT GARAGE INTERIOR FOR FOOTING & GARAGE INTERIOR N FOUNDATION GARAGEAiz— ' CONC. SLAB ON _ GRADE PER • JOISTS SEE -• - ' : Z EXTERIOR a .: •`• . STRUCTURAL !t - •• STRUCTURAL � ._ Z ••• •d • - ;' '•',� a a. JOIST ;•Y ,t .. POCKET .•:• •� coNc SLAB ON 1 MIL. S e 0 CLASS A RATED CONCRETE CONIC. SLAB ON ri d•:L GRADE PER •_ - - GRADE PER , . ZD z I JOISTS, SEE i ---_ .. • ; - - _ - • VAPOR BARRIER III III . . . — STRUCTURAL III=�°I 11-=-� '.�• JOISTS, SEE VII _ - • . - • - - STRUCTURAL : ; ----- :b Al d �.. I • STRUCTURAL STRUCTURAL -III -I I (-- SEE STRUCTURAL •..- SEE STRUCTURAL -: .. •. ., .' •- I- I I . , . -- • .;; --- - - SEE STRUCTURAL .. t. ;,- •;• .• . _, .'. FOR FOOTING & I I ' • '•. FOR FOOTING & _ FOR FOOTING & - _., , FOUNDATION - ••° • I I�=! I I===III-===) I COMPACTED FILL °i _ FOUNDATION - t i� i i I i 1 1 1 1 FOUNDATION - -I I I- 1I i! 1-I II-- II SEE STRUCTURAL I III II1 111 IIf 5 EXTERIOR WITH PARALLEL JOIST EXTERIOR WALL AT GARAGE .� WALL AT GARAGE JOIST POCKET $ WALL AT GARAGE PARALLEL JOIST 3/4" _ 11-011 3/411 11-011 ( 3/411 11-011 3/411 a 11-0" 1"MIN AIRSPACE WALL ASSYMBLY SEE PLAN FIREBLOCKING 10' HORIZ&VERT MIN. BUILDING CONTINUOUS JOIST OPEN WEB TRUSS TYP SINGLE TOP � TRIPLE RIM JOIST SEE STRUCTURAL SEE STRUCTURAL PLATE IF I STUDS ALIGN JOIST BLOCKING WITH JOISTS PONY WALL a 7 SEE STRUCTURAL PROVIDE 1 6 11 ZD z PT STUD IF WITHIN 8" OF SOIL X 24"ACCESS ' PT SILL i AS REQUIRED ' r UNIT UNfT • �� GRADE BEAM • ___ SEE STRUCTURAL 9 MONY WALL ON GRADE BEAM 10 DEMISING WALL AT FLOOR 3/411 - 11-011 - - REVISIONS, No. Description Date f Scale 3/411 11-011 Project number - Date 01/23/2013 Che&ed By Checker D'ETAILS A861 1/23/2013 5:49:13 PM s e M PRE MANUFACTURED ROOD 5/8"TYPE "X" GYP BRD - - TRUSSES @ 2' O.C. ATTACHED TO SHEATHING IN ENTIRE STUD BAY INSULATION : I � PLYWOOD n GYP BOARD 0- 2 2 HR MEMBRANE STATE PENETRATION FIRESTOP @ WALL - n , y y • y _ I TIGARD, OREGON CONTINUOUS GASKET PLUMBING PENETRATION PLYWOOD INSULATION DAM TYP EXTERIOR RATED DEMISING WALL INTERIOR WALL PERPENDICULAR TO PLUMBING PENETRATION IN DEMISING INTERIOR / EXTERIOR WALL 4 ROOF TRUSSES3 ATTIC ACCESS DETAIL 2 WALL 1 INTERSECTION r — 1 1 1/2F1 – 1 1-0t! 1 1/211 — 1 1-0(1 1`-0"TYP. �IRE RETARDANT PLYWOOD 4'TYP. 1 1/211 "'— -011 1 1/211 - 11-0(1 EXTERIOR •- SIDING SEE SEE ROOF PLAN OUTRIGGER VENTING PERMITTED NON FIRE RATED SHEATHING ELEVATION WHERE NO PENETRATION ON CRICKET FRAMING - - — � — � - - - PRE MANUFACTURED FIRE RETARDANT OF LOWER SHEATHING OCCURS FIRE RATED SHEATHING ROOF TRUSSES @ 2' O.C. PLYWOOD 4' OFF P.L. TYP. TYP. SHEATHING SEE EXTEND BEYOND 41 TO FULL ASPHALT STRUCTURAL WIDTH OF CRICKET AS REQUIRED SHINGLE TYP. II -- — — — EXTERIOR SEE ELEVATIONS PRE MANUFACTURED ROOF TRUSSES @ 2' WALL ASSYMBLY SEE PLAN O.C. TYP. ROOF TRUSSES RIM BOARD TRIPLE BEVELED 2X - BLOCKING EA. BAY 2X4 BLOCKING @ 2' O.C. BETWEEN TRUSSES 2 ERS F PE 2 LAYERS OF TYPE LAY O TY FIREBLOCKING FIREBLOCKING OPEN WEB TRUSS X GYP. BRD. TYP. X GYP. BRD. TYP. SEE PLAN FOR SEE PLAN FOR TYP. SEE STRUCTURAL 1"MIN ASSEMBLY 1"MIN ASSEMBLY AIRSPACE AIRSPACE—`` BUILDING 3 INTERIOR WALL PARALLEL TO ROOF= JOISTS 8 DEMISING WALL AT ROOF TRUSSES UNRATED CRICKET $ FLOOR JOIST AT EXTERIOR 1 1/211 1 1-011 3/411 = 1 1-011 3/411 X 1 1-011 3/411 X 1 1-011 REVISIONS: No. Description Date Scale As indicated Project number - Date 01/23/2013 Checked By Checker DETAILS A8w2 1/23/2013 5:49:14 PM a 1 ti BARROWS ROAD ESTATES TIGARD, OREGON 4 1. INSTALL 9" SILL STRIP/ MOISTOP PF. /' Ile 2. INSTALL PREFORMED CORNERS, 1 X /' 3. INSTALL SELF ADHESIVE FLASHING AT /'' 6. INSTALL BUILDING HEAD FLASHING, ADHERED TO SHEATHING ALONG EDGE /' BACK DAM �' SILL ,.' 4. INSTALL BUILDING PAPER JAMB /' FOLD INTO OPENING OF ROUGH OPENING SILL AND LEAVE 4" ' ' ' FLASHING ' ga LOOSE AT BOTTOM EDGE. / I / / 6a � / / ol a i 9 / / / / ol I I � I / / BUILDING 3 I 6. SET WINDOW FLANGES IN 3/8" 7. CAULK AND KNOCK DOWN BETWEEN 8. INSTALL 9" SA FLASHING OVER 9. INSTALL 9" SELF ADHESIVE 10. INSTALL BUILDING PAPER UNDER CONTINUOUS BEAD OF COMPATIBLE / INSIDE OF WINDOW AND FLASHING AT WINDOW JAMB FLANGES. FLASHING ON HEAD FLANGE. FLEXIBLE FLASHING. SEALANT BEHIND MOUNTING FLANGE AT HEAD AND JAMBS. / HEAD AND JAMBS. SHIM AND ADJUST AS REQUIRED TO ACHIEVE PLUMB SQUARE AND LEVEL. 4. 1 Allt v r - /1 REVISIONS: 4 Y / u loo. Llipuan Date y''• i' t r � - .0, 9 r_ 1a 1 F� Scale 1 it 11_010 r Project number / // s Date 01/23/2013 / 11. INSTALL BUILDING PAPER OVER 12. USE SHEATHING TAPE OVER 13. RUN BUILDING PAPER OVER 14. USE SHEATHING TAPE OVER 15. INSTALL TRIM LEAVING 3/8" SPACE checked By Checker JAMB FLASHING, HOLD 1"AWAY FRO(VI BUILDING PAPER AND WINDOW JAMB INDOW HEAD FLANGE.' WINDOW HEAD FLANGE AND AROUND FRAME, FILL WITH 5/8" WINDOW FRAME. FLANGE. BUILDING PAPER. BACKER ROD AND SEALANT AT JAMBS AND SILL. WINDOW y INSTALLATION L DETAIL f 1 WINDOW INSTALLATION DETAIL A804 1/23/2013 5:49:15 PM L J x a ' SHEAR WALL TYPE PER SCHEDULE A • 1 STRUCTURAL NOTESHOLDDOWN TYPE PER SCHEDULE DESIGN CRITERIA: These pians are for the Building 3 at the Barrows Road project in Tigard,Oregon to be built on Lots 17-23. The ® SHEAR WALL w/2x STUDS SPACED SAME AS FLOOR JOISTS OR 24"O/C f building has 6 structurally independent,34evel townhome units. Each unit has been designed in accordance with the 2010 Oregon Structural specialty Code(OSSC). See the architectural plans for all plan dimensions,finishes and trim ® TJSB SHEAR BRACE PANEL details and all weatherproofing requirements. ® LOAD-BEARING 2x STUD WALL w/STUDS SPACED SAME AS FLOOR JOISTS OR 24"O/C - LOADING: 3x SILL PLATE REQ'D Roof. 17 psf DL+25 psf snow Floors: 12 psf DL+40 psf LL(residential) A Seismic: Seismic Design Category D SHEAR WALL SCHEDULE: Ss=1.00,S1 =0.36,Sds=0.733, p =1.0 o R=6.5 for light wood framing TYPE SHEATHING ATTACHMENT CAPACITY PLATE ATTACHMENTS ® R=2.0 for gypsum wallboard shear walls EDGE NAILING EDGE STAPLING ANCHOR BOLTS AILING Wind Loading: 95 mph design wind sped,Exposure B " „ 5 „ „ �� / o Soil Bearing: 1,500 psf(assumed) G2 2 PLY/ GYPSUM BASE PLY 6d @ 9 BASE PLY 1 l x 16 GA @ 9 250 WIND „ • WALLBOARD FACE PLY 8d 7" FACE PLY 2%"x 15 GA 7" 76.9 SEISMIC 0 @ 6 0!G 16d @ fi O/C oa I @ a @ TA � � ..., � EXISTING CONDITIONS: 168 WIND The contractor shall field verify all existing conditions,dimensions,and elevations. The contractor shall notify the AO %6"APA-RATED 1-SIDE 8d @ 6"OIC 1%"x 16 GA @ 4"OIC %"0 @ 61-0"OIC 16d @ 6"OIC �O Engineer of any discrepancies from conditions shown on the drawings prior to starting work. 120 SEISMIC / 7 „ _ " „ „ 336 WIND s „ 16d 6"OIC '• to TEMPORARY CONDITIONS: A /6 APA RATED 1 SIDE 8d @ 6 O/C 1 x 16 GA @ 4 0!C 240 SEISMIC 0 @ 4'-0"OIC @ , • � W The contractor shall be shall be responsible for structural stability during construction. The structure shown on the drawings has been designed for stability under the final configuration only. . B � "APA-RATED 1-SIDE 8d 4"01G 1� "x 16 GA 3"O/C 490 WIND J"0 2'-6"OIG 16d @ 4"OIC �s @ � @ 350 SEISMIC � @ SUBMITTALS: Shop drawings shall be submitted to the Engineer prior to fabrication and construction for the %6"APA-RATED 1-SIDE " „ „ 630 WIND %"0 2'-6"O/C " *. followingmaterials and inducts: C 8d @ 3 O/C 1/ x 16 GA @ 2 O/C @ 16d @ 3 O/C • p w/3x EDGE FRAMING 450 SEISMIC 3x SILL PLATE 1. Premanufactured joists. 2. Premanufactured roof trusses D t32"APA-RATED 1-SIDE 8d @ 2"O/C NOT PERMITTED 896 WIND %"0 @ 2'-0"O/C ON 4/2"WIDE 16d @ 3"O/C+ w/3x EDGE FRAMING 640 SEISMIC PL ANCHORS WI 3x SILL PLATE SIMP A34 @ 24"01C, If the shop drawings differ from or add to the design of the structural drawings,the changes shall be clearly Idendfled. Any changes to the structural drawings shall be submitted to the Engineer CC 3/l6"APA-RATED 2-SIDES 8d@ 3"O/C NOT PERMITTED 1,248 WIND %"0 @ 1'-4"OIC ON 4Y2"WIDE 16d @ 3"O/C+ K for review and acceptance. Design drawings and calculations for the design and fabrication of w/3x EDGE FRAMING 900 SEISMIC PL ANCHORS W/3x SILL PLATE SIMP A34 @ 12"O/C components that are designed by others such as premanufactured trusses shall bear the seal and , signature of a Professional Engineer licensed in the State of Oregon. DD Y6"APA-RATED 2-SIDES 8d @ 2"O/C NOT PERMITTED 1,648 WiND $"0 @ 1'-0"O/C ON 4Y"WIDE 16d @ 3"O/C+ / • w/3x EDGE FRAMING 11170 SEISMIC PL ANCHORS W/3x SILL PLATE SIMP A34 @ 8"O/C �► CONCRETE AND ACCESSORIES: 2 1"0 ASTM A449 3 " • ' $B TJSB 24x9 SHEAR BRACE NOT APPLICABLE NOT APPLICABLE 41295 WIND ( ) (12)Y4 x 6/4 SCREWS QV 3,905 SEISMIC THREADED RODS AD mixing,placing and curing of concrete shall be in accordance with AGI 318. O ,. An air entraining agent conforming to ASTM C260 shall be used in all concrete with flat exterior ' ) surfaces exposed to the weather. The entrained air shall be 5 to 7%by volume. O� Concrete Design Strength: ��- Slabs,Footings&Piers: 3,000 psi,maximum slump 3"+/-1" SHEAR WALL NOTES: Q' _ Stem Walls 2,500 psi,maximum slump 4"+!-1" Reinforcing Steel: ASTM A615,Grade 60. 1. Provide blocking at all panel edges except not required on shear wall type"AO". TRACT'S' Concrete Adhesive: Simpson SET-XP or Powers AC100+Gold. Special Inspeecdon required 2. All field nailing&staples shall be @ 12"on center using same nails or staples as edge nailing. UCTLI Anchor Bolts: ASTM A307 unless noted otherwise 3. All sheathing shall be APA rated plywood, Oriented Strand Board(OSB) �ZR PR Expansion Anchors: Simpson"Strongbolt"or Powers"Powerstud SDI"or approved equivalent. �'F Screw Ancors: Simpson"Tten HD"or Powers"Wedge Bolt+"or approved equivalent. or gypsum wallboard as noted. Wall type"D"must by 1%2"plywood. -0, G I N,& �- 4. Anchor bolts shall be%"0 x 7"embed wet set hot-dipped galvanized J-bolts or $ pp g / 14855 WOOD: Minimum of 2 anchor bolts in each length of shear wall. 5. Provide minimum 0.229 x 3 x 3"galvanized plate washers at all anchor bolts on shear walls. �V Sawn Lumber. Sawn lumber design is based on the National Design Specification. All framing Shear wall es"D"&"CC"shall useY4"x 3"x 4 " late washer installed withinY2""from edge of sill late. � nails shall be common nails. No box nails allowed. Sawn lumber shall conform to Western Wood Products Assodation types o Y , 9 p ttEG o �. grading rules as follows: 6. Adjust shear wall capacity by 2UH for shear walls with height to length ratio>2.0, �" �r �• 14 Structural beams: DF#2 or better,kiln-drled unless noted otherwise 7. Shear wall sheathingon thea walls shall continuous for the full length of the occupied side of the wall Studs and wall plates: Stud rade or better,kiln-dried unless noted otherwise ' p ' g' p p g 8. Install TJSB shear brace in accordance with manufacturer's installation instructions using all hardware provided Pressure Treated Lumber. Hem Fir#2 or better. and anchor bolt template. All wood in contact with concrete or masonry at interior locations protected from the '� CT weather such as mud sills and interior ledgers,shall be pressure treated with Sodium Borate(SBX/DOT)with retention level of 0.24. All wood at exterior locations such as decks,railings and ledgers shall be pressure treated HOLDOWN SCHEDULE with alkaline copper quat(ACQ)with retention level of 0.25. All fasteners and framing w hardware through in or contact with ACQ treated lumber shall be stainless steel or W hot-dipped galvanized. TYPE HOLDOWN/STRAP CAPACITY ATTACHMENT REMARKS Misc.blocking: Standard or better unless noted otherwise L ' Glue-laminated Lumber: 24F-V4 DF/DF simple spans,24F-V8 continuous spans as noted. Laminated Strand Lumber. LSL EI.5 min 0 NONE REQUIRED 0 Laminated Veneer Lumber: E2.0 LVL Premanufactured Joists: Defrerred submittal of depth and configurarion as shown on the plans installed in " � SITE PLAN Fmi 0 accordance with manufacturer's instructions and ICBO report. 1 SIMPSON CS16 x 42 STRAP 1,705 lb (20) 10d NAILS ATTACH TO SINGLE 2x STUD OR .. ' Shear Panels: TJSB shear brace manufactured by TrusJoist(Weyerhaeurse)installed per ICC-ES-ESR-2562 WRAP AROUND BEAM BELOW S-1 V ' 40 W Framing Accessories: Simpson Strong-Tie or approved equivalent 2 SIMPSON MSTC40STRAP 3,465 ib 36 16d NAILS ATTACH TO DBL 2x STUD AND/OR Plywood Panels: APA rated plywood or oriented strand board sheathing. ( ) WRAP AROUND BEAM BELOW0 METALS: Threaded Rod: ASTM A307 or high strength ASTM A449 as noted. 3 SIMPSON MSTC52 STRAP 41620 Ib (48) 16d NAILS ATTACH TO DBL 2x STUD AND/OR Stainless Steel Bob: ASTM A304 or A310. Use for all bolts in exterior locations through or in WRAP AROUND BEAM BELOW contact with ACQ pressure-treated wood. 4 SiMPSON MSTC66 STRAP 51860 Ib (68) 16d NAILS ATTACH TO DBL 2x STUD AND/OR C SPECIAL INSPECTIONS: WRAP AROUND BEAM BELOW a , In accordance with Section 1704 of the OSSC. Inspections are to be perfomned by an approved independent testing *5 SIMPSON DTT2Z HOEDOWN 1 $25 Ib SSTB16 OR "0 A307 ROD EMBED ATTACH TO SINGLE Zx STUD � laboratory employed by the owner for the following areas of work: s A I. All bolts&dowels in adhesive 10„ INTO STEM WALL IN ADHESIVE wf 8 SDS/I/4x1/1/2„ SCREWS Th w 2. All concrete expansion anchors or concrete screw anchors. 6 SIMPSON HDU2 HOLDDOWN 3,075 lb SSTB16 OR%"0 A307 ROD EMBED ATTACH TO DBL 2x STUD V H � STRUCTURAL OBSERVATION 10" INTO STEM WALL IN ADHESIVE wl 6 SDS y4x2 2" SCREWS -i cn Structural observations are required by the Engineer of record,or an appointed representative, 7 SiMPSON HDU4 HOLDDOWN 4,565 Ib SSTB20 OR%"0 A307 ROD EMBED ATTACH TO DBL 2x STUD � In accordance with 1709 of the OSSC for the following areas of work during construction. 12" INTO STEM WALL IN ADHESIVE w/ 10 SDS�4x2'f2" SCREWS TYPICAL FRAMING NOTES: 1.Floor and roof sheathing: After the floor and roof sheathing,strapping and ties have been 1. Typical Roof sheathing shall be 1% "APA rated sheathing attached with 8d nails spaced at 6"on center installed prior to covering with any materials. *8 SIMPSON HDU5 HOLDDOWN 5,645 Ib SSTB24 OR%"0 A307 ROD EMBED ATTACH TO DBL 2x STUD yp g s2 g p W .� panel edges, 12"field. Edge blocking not required, � 16"INTO STEM WALL IN ADHESIVE w/(14) SDS��" SCREWS 2. Special roof nailing at shaded areas on plan shall use typical roof sheathing attached with 8d nails 0 9 SIMPSON HDU8 HOLDDOWN 71870 Ib /„0 A307 ROD EMBED 10" ATTACH TO TRIPLE 2x STUD spaced at 2%"diaphragm boundaries,4"on center panel edges and 12"field with all panel edges r� Z INTO MIN 16"WIDE FOOTING w/ 20 SDS Y4x22" SCREWS blocked. F� c ) w 10 SIMPSON HDU11 HOLDDOWN Ill J 75 Ib 1 0 ROD EMBED 10 INTO ATTACH TO 6x POST 3. Typical floor sheathing shall be min / APA-rated tongue&groove sheathing attached with 10d nails MIN 12"THICK x 16"WIDE FTG w S S1 SCREW spaced at 6"on center panel edges, 12"field. Edge blocking not required, A !(30) D /4x2Y S 1"0 ROD EMBED 1 "INTO ATTACH TO 6x POST 4, Exterior walls shall utilize"advanced framing'techniques with 2x6 stud spaced at 24" n center typical 11 SIMPSON HDU14 HOLDDOWN 14,925 Ib E-� » � Mill 15"THICK x 24"WIDE FTG w/(36)SDS�/4x2�SCREWS per detail 14/S-7 unless required otherwise on plan or schedules. � 5. Party walls shall be 2x6 studs spaced at 24 on center, 12 TJSB24x9 SHEAR BRACE 14,925 lb 11"0 ASTM A449 THREADED ROD INSTALL BOLTS USING 6, Anchor each roof truss to exterior top plate with H2,5A hurricane to. EMBED 12"INTO 16"THICK x 24"FTG MANFACTURER'S TEMPLATE 7. Verify clearances of all ducting and plumbing w/joist layout. 8. See architectural plans for all plan dimensions,callouts for fixtures and finishes HOLDOWN NOTES: and all waterproofing details. 309-1212-03 1. Install all straps and holdown In accordance with manufacturers requirements using all required hardware and attachments. 2. Special inspection required for all rods installed in adhesive. 3. Higher capacity holdown or strap may be substituted for the specified product. * Holdown type not used on Building 3. PERMIT SET REV DESCRIPTION BY DATE 1/18/13 ko HDU110N 1"0 ROD HDU110N 1"0 ROD B � EMBED 12 INTO FTG E_ � - - - -- MBED 12" INTO FTG E F C� HDU110N 1"0 ROD 4' 46" 6" 4' HDU110N 1"0 ROD EMBED 10"INTO FTG 1 -6"x '- x 12°FTG � 4'- x -6"x 12"FTG 1 EMBED 10"INTO FTG � I I S-6 SIM w!(5)#4 EA WAY _ _ w/(5)#4 EA WAY S-G ' r - - - I - - - SIM , G 3' 3'-0"x 12"FTG �:::::.:: — — — — — . .....� 3'-0"x 3'-0"x 12" FTG � wt 3 #4 EA WAY � — — � w/(3)#4 EA WAY � 1 � , HDU110N 1"f� ROD �- J � r I � � L J HDU110N 1"PJ ROD 1 I � o • , I r � S� SIM EMBED 12"INTO FTG � THICKE FOOTING � THICKEN FOOTING —I EMBED 12"INTO FTG — � SIM � � _ _ _ � _ o o I c� �—� — --+ —� — � � —_ a a — — T012 (c�HDU11 _ _ _ _ T012 HDU11 '`� I� 3'�"x 3'-6"x 12"FTG � 1 8 STEM WALL ON 8'x 15 3-6 x 3 6 x 12 FTG � I '�� _ _ _ _ �� HOEDOWNS � � HOEDOWNS — — — — 8 STEM WALL ON 8 x 15 I � STRIP FTG w I(2)#4 CONT. wl(4)#4 EA WAY �, J � F LI , L J W�C4)#4 EA WAY STRIP FTG w/(2)�4 CONT. �TYP EXT. PERIM FTG — — — — — — — — — — — — — — — — — — Ch o NP EXT. PERIM FTG � � �''� � 3'-0"x 3'-0"x 12" FTG I I I CHICKEN FOOTING I I 8"DEEP x 24"WID I I I I I THICKEN FOOTING I I 3'-0"x 3'-0"x 12"FTG w � � M wl(3)#4 EA WAY HDU4 ON I T012" HDU11 I 3'-6"x 3'-6"x 12" FTG COMMON WALL FTG ! _ _ 3'-6"x 3'-6"x 12"FTG I T012"Cad HDU11 _ _ I HDU4 ON wl(3)#4 EA WAY � � o (2)#4 CONT.& 1 " t wl(4)#4 EA WAY HOEDOWNS � ( SST820 � HDU8 ON � o � W �, � HDU8 ON SSTB20 I � HOEDOWNS wl(4)#4 EA WAY SST628 SST828 � 7 I I STEM WA I I I I I � S-6 — — I I I — — -�- -�- — — � — — — — — — — S-6 SIM 2 SIM S'� UL � I I I I S I 2x4 PONY WALL I � I I � � 2x4 PONY WALL I I I I I I - - — — � .................... L J 2 g � � 6 � I I � � 6 � 6 .................................................. L J � 2�58"J)E t � — — � — — S$ rG $"_D.F,�P _ � t S'6 _ — _ _ -I.q � I_ S"DEEP x 24"WIDE I GRADE BEAM wl I � 2'-0"x 2'-0'x 12" 2'-0"x 2'-0"x 12" � DE BEAM wl I ICOMMON WALL FTG w/ (2)#4 CONT FTG w�� ET�y/(21� I4 CONT I I 2x4 PONY WALL I I4(2)�t4 CONT.& 13" 4'-0"x 6'-0"x 12"FT EA WAY EA WAY 4-0x 6-0 x 12"FTG • I I I I I A @� I I STEM WALL I wl(4)#4 x(6)#4 I I � — — I I w/(4)#4 x(6)#4 r5'-O"x 5'-0"x 15"FTG — _ t � 2x4 PONY WALL I I r_ I _, I I 12"x 8"DEEP � � — _ 5'-0"x 5'-0"x 15"FTG 3'-0"x 3'-0"x 12"FTG � v � w/(5)#4 EA WAY ..� "x g�.p� — — -{- I �_I I_� I _ _ RADE BEAM wl�+ + I w/(5)#4 EA WAY 4 -4 � I 3'-0"x 3'-0"x 12"FTGwl(3)#4 EA WAY UL o �GRADE BEAM / I L—J I L_J � � (2)#4 CONTo I I w!(3)#4 EA WAY o N I _ _ I V (2)#4 CONT I 7 F- -1 �q (%) I - 3 P'-O"x 5'-0"x 15" 5'-0"x 5'-0"x 15 — — L J � r ��— —� r � � I I I FTG w/(5)#4 I I _ FTG w!(5)#4 � I �.�.I 1 R �� — — 2'-0"x 2'-0"x 12"t t � � — — — — � EA WAY I EA WAY t — — — — 8° DEEP x 24"WIDE t t 2'-0"x 2'-0"x 12" 2x4 PONY WALL 2x4 PONY WALL 8 DEEP x 24 WIDE I I I COMMON WALL FTG I I FTG w/(2)#4 I a FTG wl(2)#4 I I COMMON WALL FTG I I _ _ I — — I 12"x$ DEEP P n 12 x 8�EEP wl 2 #4 CONT.& 13" 20 x 2011x 10 GRADE BEAM w/ � ��— � � I I 4 I I w/(2}#4 CONT.813" ��`� I GRADE BEAM w! 20"x 20"x 10"� FOOTING I I (2)#4 CONT I I STEM WALL STEM WALL I I _ (2)#4 CONT I I FOOTING HDU2 ON S� _ _ HDU2 ON I _ _ _ _ t - - - - I I t - - - - I SSTB16 SST616 I - - - - � I 4'-6"X 4'-6"X 12"FTG I I I 4'-6"X 4'-6"X 12"FTG 1k A IPA A I � ( I � �OR�Gt�N o � (5)#4 EA WAY — — — — wl(5)#4 EA WAY I — — — — � — — — — _ _ 1 9�,� •��.,�UV� HDU2 ON I _ _ I HDU2 ON I � 4x10 DF#2 4x10 DF#2 I S3 I SS7B�6 I I — — I SSTB�6 I — — V-6 SSTB16 � SS7B16 — — � � 3 I EXPIRES i2- i.2o�3 5 I 3 �� I I � I 13'-6"x 6'-0"x 12"FTG 5 3'-0"x 3'-0"x 12" FTG S,� 3-6 x 6-0 x 2 FTG � 3'-0"x 3'-0"x 12" g.� S� /� 3'-Q"x 3'-0"x 12"FTG S-6 _ _ wl 4 �4 x 6 #4 — — — — U wl 4 #4 x 6 #4 — — — — C ) C 1 w/ 3 #4 EA WAY w/(3)�4 EA WAY I — — � � � ( 1 ( 1 I I ( � w/(3)#4 EA WAY / ' I l ) a 12"WIDE x 8"DEEP �-- �1 4x1 DF 2 I I r � r , I 12"WIDE x 8"DEEB 4x10 DF#2 r � I I 4x10 DF#2 L4x10 DF#2 STRIP FTG w/(2)!W I 0 # �12"WIDE x 8"DEEP I I � I 0- 1. ( � I � I 12"WIDE x 8"DEE — I C ) STRIP FTG wl 2 #4 r I CONT 8�8"STEM WAL�. I I I STRIP FTG wl(2)did 12"WIDE x 8"DEEP L= I =J 12"WIDE x 8" DEEP STRIP FTG w/(2)#4 I I I � 4ONT 8�8"STEM WALL I r3- I I I STRIP FTG w/(2)#4 I I I I STRIP FTG w/(2)#4 I IIE I — —�— I _ _ � I I � I CONT&8"STEM WALL ONT&8"STEM WALL � -M �� — � CONT&8"STEM WAL CONT&8 STEM WALL I _- I I S.6 L J — L � r -� �1 � � 12#-O"xz-o x1z I z-o xz-0x1z 1 � �1 H r -� TEP STEM UP WALL STEP STEM UP WALL �G W/(2)� I � I FTG wl(2)#4 TEP STEM UP WALL STEP STEM UP WALL I (_� � �' I I .j �j I < D 0 J� —J I I I EA WAY EA WAY �J Ix 4'-6"x 12" FTG1/I I TO FLOOR HT @ TJSB I TO FLOOR HT @ TJSB 11'-3" 11'-3" I TO FLOOR HT @ TJSB I I I TO FLOOR HT(a�TJSB I I L— � 4'-6"x 4'-6"x 12"FTG( I L I I &=q � x 2'-0"X 13'-0"X 16" I I 20"X 20"X 10" I 14'-6" WI(5)#4 EA WAY I I � � � �I I 2'-3"X 14'-0"X 16" I I r r 1 I I 2'-3"X 14'-0"X 16" � 121-0*X 2-0"X 12" I WI(5)#4 EA WAY I 20"X 20"X 10" I 2'-0"X 13'-0"X 16" v 1 wN N 2-0 x 2-0 x 12 ( I I 9 g I � I I 8"DEEP x 24 WIDE FOOTING DEEP FOOTING w/(3) W Z DEEP FTG wi(3)#4 W DEEP SOOTING wt(3) FOOTING �y�� DEEP FTG w/(3)#4 /�2).#4 #4 TOP& BOT @8#3 � — — I I � EA WAY TOP&BOT+(�3 � L _ _S$ — — — — �-6— — J � TOP&BOT+�3 EA WAY � I COMMON WALL FTG w/l — — � #4 70P&BOT @&�Ki Q 0 STIRRUPS @ 12"O/C 19MON 8"DEEP x 24"WIDE STIRRUPS @ 12"0!C � (2)#4 CONT. & 13" STIRRUPS @ 12"O/CI --ZJ WALL FTG w/ — _ —. — g g � _ _ STIRRUPS Q 12 0!C _ _ _ _ STEM WALL F (2)#4 CONT '� � 2 r— S� r— S� —� 2 � I � I_I _I � A S� ... ........................ ... I I � � � � 1"0 STM A449 I �� I 1"0 AS A449 � � S'6 � I g -.;-::::::::::::::::::::•: :: � 0 ... ........�......... ...— r �r ST KHa�-=- — —J — — — J I �— J ROD EMBED 12" �-— ROD EMBED 12" L J I I� — — — l=— — —S� — _� — — — �,_O„ � W w $ $ J � INTO FOOTING � INTO FOOTING � J5 NP 2'-0"x 2'-0"x 12" 2'-0"x 2'-0"x 12" 2'-3"WIDE x 16"DEEP 2'-0"x 2'-0"x 12" �—— S-6 ——Lr 1r — — — — � r � r—� I I � � FTG wl(2)#4 FTG w!(2)94 FTG wl(3)#4 TOP& FTG wt(2)#4 '��l I � I � �� I � I � I I W H I I HDU14 ON 1 fD � � � � �� 1"f�ASTM A449 � � � � � � 1 0 ASTM A449 � � HDU14 ON 1 f� • _ _J ROD EMBED 12 � " EA(NAY EA WAY BOT+@3 STIRRUPS �WAY ROD EMBED 12 L_— ROD EMBED 10 L_ ROD EMBED 10" L J N L J 16"0 x 12"DEEP � ��16 0 x 12 DEEP L J I L J - INTO FOOTING I INTO FOOTING FOOTING I 8"STEM WALL ON 8'x 15" @ 12"O/C 8"STEM WALL ON 8'x 15" FOOTING INTO FOOTING INTO FOOTING rn 2-0 x2-0 x12 � STRIP FTG w/(2)#4 CONT. STRIP FTG w/(2)#4 CONT. �'-0"x 2'-0"x 12" FTG w/(2)#4 � 2'-0"x 2'-0"x 12" TYP EXT. PERIM FTG NP EXT. PERIM FTG � 2'-0"x 2'-0"x 12" � FTG wl(2)#4 EA WAY 2'-6"x 2'-6"x 12"FTG FTG w/(2)#4 FTG w/(2)#4 2'-6"x 2'-6"x 12"FTG EA WAY 'h w!(3)#4 EA WAY I EA WAY I I EA WAY I wl(3)#4 EA WAY 0 FOUNDATION NOTES: PROPERTY LINES SHALLB� � A 0 1. Verify floor elevations with architectural and dull drawings. I I I I T9 FOOTICLEARLNG INSPECTION PRIORDENTIFIED 2. Typical floor slab: 4"slab-on-ground w/#4 Q 24"on center each way on 4" � A compacted gravel, 6 mil moisture barrier. Provide control joints Q 15'-0"max , FOUNDATION PLAN - BUILDING 3 spacing each way. PROVIDE t FOUNDATION 3. Install%"fd sill plate anchors in accordance with shear wall schedule or at S-2 1/4" = 1'-O° VENT WITHIN 3 FEET OF EACH � �+ maximum 6'-0"spacing. Provide galvanized plate washers per shear wall schedule on all CORNER OF THE BUILDING sill plate anchors, 4. Install foundation anchor bolts per spacing Indicated on shear wall schedule. Verify locations of required 309-1212-03 3x6 sill plates(shaded on the plan)and adjust stem wall height&anchor bolt length as required. 5. Provide crawl space ventilation min. 1 sq ft of vent space per 150 sq ft of crawl space area per architectural drawings. locate vent biockouts 3'from comers,minimum 3"away from haldown anchor bolts. 8. Provide 6 mil vapor tamer over all exposed soil in crawl space. S 2 7. See architectural plans for all pian dimensions,callouts for fixtures and finishes and all waterproofing details, PERMIT SET 1/18/13 w MSTC52 STRAP MSTC52 STRAP FROM ABOVE MSTC40 STRAP MSTC40 STRAP FROM ABOVE FROM BOVE FROM ABQV ( I I 11 11 I I I MSTC52 STRAP S.7 C C S-7 STC52 STRAP MSTC40 STRAP FROM ABOVE 10 10 10 10 FROM ABOVE MSTC40 STRAP FROM ABOVE — —_— _5,Y4 x 14"LVL — — I — — 5Y4 x 14"LVL — — FROM ABOVE S-7 MGU5..50-SDS X CONCEALED MGU5..50-SDS X CONCEALED 8_7 LEFT/RIGHT FLANGE HANGER LEFT/RIGHT FLANGE HANGER C C 10 10 _ _ _ _ M_z /Pik _ _ _ _ 10 10 � • I6x6 POST 6x6 POST 6x6 POST 6x6 POST I -- —_5x14"LVL — _— _5x14"LVL __ r6 0 0 MGU5..50-SDS X CONCEALED 5Y x 14"CANT. RIM a. n. 5Y x 14"CANT. RIM MGU5..50-SDS X CONCEALED — 6 11 S-7 I LEFT/RIGHT FLANGE HANGER I a I I S.7 11 o a o 0 _ _ _ _ _ _ � _ _ _ _ — _ LEFT/RIGHT FLANGE HANGER � � - - - - - S_7 6 I /D\ 6x6 POST 6x6 POST S-7 00 00 S.7 6x6 POST 6x6 POST /'D I o to 0 g CONT. 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WALL ANCHOR BOLT PER R \-200 FLOOR JOIST PER PLAN (� HOEDOWN 1 0 ASTM A449 ROD SCHEDULE EMBED 120 INTO H 2x4 PONY WALL (3)#4 TOP&BOT FOOTING 16"DEEP x 27"WIDE x 14'-0" 2x4 P.T.MUD SILL w//C MIN EMBED PER PLAN& A.B.Q 6'-0"OIC FOUNDATION W HOLDOWN SCHEDULE LONG FOOTING Q U ION AEL � THICKEN FTG TO 12"Q RADE BEAM 1'-8"MIN HDU11&HDU14 3"CLR " HOLDOWNS GRADE BEA #3 STIRRUPS Q 12 O/C PER PLAN r n PER PLAN �! 1 a (3)#4 TOP&BOT #3 STIRRUPS Q 12"OIC W INTERIOR GRADE BEAM r7 TYR HOLDOWN r8THICKENED FOOTING rq- SHEAR BRACE 0 S-6 3/4"= 1'-V" S-6 3/4"= 1'-0" S-6 3/4"= 1'-0" S-6 3/4"= 1'-0" H Q H I•� � t� A m � W G� 309--1212-03 � w S � 6 PERMIT SET 1/16/13 G/L G/L 8d @ 6"O/C G/L STRAP PER PLAN EDGE NAILING 16d @ 6'01C 2"CLEAR TO FACE 2"CLEAR TO FACE 12d @ 6'WC PER SHEAR WALL 2"CLEAR TO FACE OF TRUSS 2x4 OUTRIGGER OF TRUSS SCHEDULE _ OF STUDS SOLID BLOCKING,BTWN @ 48•OIC 20 BLOCKING 16d 6'OIC NP OUTRIGGERS w/VENT PER ARCH8d @ 6"OIC BTWN JOISTS STRAP OR HOEDOWN PER PLAN. � Slll PL NAILING - - - - - - - N_ -_ I - - _ - - � I — '.. 2 LAYERS�'TYPE"X" DOUBLE ROW OF 2c6 STUDS 2�c4 FLAT �INTERSECTING SHEAR WALLS USE SINGLE LARGER STRAP OR GYPSUM BOARD ON �14'O/C ON SEPARATE �-��N� OCCUPIED SIDE TYP PLATES w/2'CLEAR d @ 6.� BTWN �TERD�BLOCKIN� LOWER ROOF TRUSS HOEDOWN SHEATHINGSSES SEAR WALL R P� �'PLYWD. 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PER JOIST MANE. _ PANELS BTWN 5.g J 01ST BEAM - TRUSSES �ppR g� SEE PLAN A �'l zi PERPENDICULAR ^y] 314 e��.0" EDGE NAILING 16d @ 8'OAC FLOOR JOIST DIAG BRAC DIAG BRACE PER SHEAR WALL p O PER PLAN RIMBOARD BLOCKING PER�yg,� PER 12l&7 EDGE NAILING PER SHEAR SCHEDULE � � � EDGE ALL'NG PER SCHEDULE T�YP @�,O/C Q WALL SCHEDULE NP O DOUBLE 2c8 TOP PLATE • p A35F @ 24'OIC NP STRAP OR HOEDOWN PER PLAN. � � EDGE NAILING PER SHEAR Q INTERSECTING SHEAR WALLS EXTEND SHEATHING TO Cwj� � � � WALL SCHEDULE NP USE SINGLE LARGER STRAP OR FACE OF OUTSIDE WALL O fY.� ,.,� � FIRESTOP SEE ARCH 2 LAYERS�'TYPE'X' HOEDOWN SHEATHING PER PLAN Cy GYPSUM BOARD ON 8 SHEAR WALL � ^� DOUBLE Dc6 TOP PLATE OCCUPIED SIDE NP DOUBLE 2x6 TOP PLATE SCHEDULE W � `- � 2 LAYERS�'TYPE"X' LAYERS�"TYPE"X' IYn RIMBOARD Q SIMPSON NB EA SIDE(t SIDE V� � � ON-STRUC7Ut2AL SHEATHING NON-STRUCTURAL SHEATHING NON-STRUCTURAL SHEATHING EXT.WAIL ONLY ON 1%OR 4x BEAMS)OR � W � GYPSUM BOARD ON SHEAR NAILING NOT READ SHEAR NAILING NOT REQ'D SHEAR NAILING NOT REQ'D GYPSUM BOARD ON POST CAP PER PLAN ZE OCCUPIED SIDE TYP OCCUPIED SIDE iYP JOIST PER PLAN o >< i 1 (2)zx sruos @ l'/,'sem. NOTES: 1 (3)ac STUDS @ 4x ORBEAM PER PLAN 1. SEE ARCH FOR FIRE&SOUND PROOFING REQUIREMENTS NOTE: GREATER BEAM, ��PER�oisT t�at�F. DOUBLE-SIDED SHEAR WALL 2. BOTH PARALLEL&PERPENDICULAR JOIST CONDITIONS SHOWN. ROOFS SAME LEVEL @ SIM GOND. OR POST PER PLAN � PARTY WALL FLOOR r2PARTY WALL ROOF r3PARTY WALL ROOF r4TYP BEAM SUPPORTrm TYP JOIST BEAM r6SHEAR WALL CORNER � S•7 3/4'= 1'-0" S-7 314 = 1'-0" S•7 3/4"= 1'-0" S-7 3f4= 1'-0' S-7 3/4= t'-0" S•7 314"= 1'-0" �wn �J SILL PLATE NAILING PER SHEAR SILL PLATE NAILING PER SHEAR WALL WAIL SCHED. 12d @ 4"O/C SCHED. USE 3x Slll PLATE @ SHEAR SIMPSON STRAP o WALL TYPES"C'&"D" PER PLAN PLYWOOD DECK SHT(3. FLOORADD JOIST OR 1%x 14'LSL SILL PLATE NAILING PER �1 SIMPSON STRAP PLYWOOD DECK SH?G. SHEATHING PER PLAN @ SIM GOND. - PER PIAN df, ISIMPSON STRAP SHEAR WALL SCHED. EDGE NNLINGOWN PWRAP rte•{ EDGE NAILING PER SHEAR WAIL SCHEDULE SIMPSON STRAP AROUND BEAM HANGER PER PLAN PER SHEAR WALL PER PLAN WRAP SILL PLATE NAILING EDGE NAILING 72d @ 4"0!C SCHEDULE iy'RIMBOARD AROUND BEAM PER SHEAR WAIL PER SHEAR WALL � �J tYa'RIMBOARD I z 16d TOENAIL EDGE NAILING SCHED. SCHEDULE FLOOR JOIST @ g•O/C SIMPSON A34 PER SHEAR WAIL PER SHEAR WALL BREAK IN SHEAR W PER PLAN SCHED,24'MAX SPACING SCHEDULE ` BREAK IN SHEAR PARALLEL pp,NE�,g SIMPSON A34 PER EDGE NAILING OPEN WEB JOIST �R R PANELS \—SIMPSON A34 PER JOISTS SHEAR WAIL SCHED. RIM BEAM $ `9 SHEAR WALL SCHED. PER p� A34(off 16'OIC ',,Gp �APF SHEATHING PER "� �S 1�"LSL SOLID BLOCKING @ 48" 18d TOENAIL EACH SHEAR WALL SCH 4x6&Dc6 HIM PLATES O.C.wf(2)i6d NAILS EACH SIDE SIDE OF EACH JOIST 2x STUDS�16'O/C � ' 14$55:'.: � OF BLOCK&(4)8d NAILS FROM FLOOR INTO BLOCK CONT.TO FLOOR SHEATHING PER SHEAR SHEATHING PER CANTILEVER RIM BEAM PER PLAN SHEAR WALL SCHED. EDGE NAILING PER bREGON ww.L scHeu. NORMAL JOISTS sYz x s"GLULAM FLOOR JOIST SHEAR WALL SCHEDULE 6x8 POST(d�CONRER3 PARALLEL JOISTS PeRPuw w/T322 TWIST STRAP q 14, � TYP EXT. SHEAR WALL s TYP EXT. SHEAR WALL s INT. SHEAR WALL FLOOR ("i_o� SHEAR WALL ON BEAMrii_N� SHEAR WALL ON CANTILEVER �-7314"= 1'-0" �-73/4"- 1'-0" S-7 3!4"= 1'-0" S•7 3/4"= 1'-0" S-7 3/4"= 1'-0" 4x HDR PER PIAN RIGID INSULATION 8•Oi FLOOR 20 FLAT BLOCKING�SPECIAL 2x4 OUTRIGGER @ 8� SOLID BLOCKING BTWN FRAMING U ROOF NAILING WHERE REQ'D LET INTO TOP CHORD OUTRIGGERS wl VENT (3)164 NAILS 4x TYP HDR U.N.O. r, a 8d�8"0. . �TERlTRUSS PER ARCH (2)16d NAILS VIEW ISA F•t•� VENT BLOCKING. MUST USE SOLID A34 24'010 � BLOCKING ABOVE SHEAR WALLS A A 2c8 STUDS @ 24.0IC (r� TYPES"C'AND HIGHER SEE ARCH STACKED w/FLOOR JOISTS 8 < O FOR EAVE 2x4 BLOCK SHEAR WALL PER ROOF TRUSSES (� DETAIL BLOCK ALL Q BRACE CONT.CS16 STRAP SEE ARCH FO R PANEL EDGES ��`�E� SHEAR WALL PER ON Dc BLOCKING RAFTER TAIL DETAIL SEE ARCH FOR CEILING PROFILE EDGE NAILING PER IV PLAN 8 SCHED L I SIMPSON H2.5A Np SHEAR WALL SCHEDULE EACH TRUSSIRAFTER 20 DIAG BRACE SILL PER SHEAR W O PER PLAN WALL SCHED. HOLDONM OR N EDGE NAILING PER 16d TOENAIL EA. STRAP PER f-+ SHEAR WALL SCHEDULE Tl2USS/RAFTER ��SIDE HOEDOWN OR STRAP SINGLE Dc814NG STUD+DcB GABLE END TRUSS PER PLAN TYP TRIMMER NP EXCEPT AS PLAN TMP ISE ON PLAN SHEATHING PER SHEAR SHEATH UP TO ROOF OR HEAR WREQD CL 8 OLDON?J PER SHEAR WALL SCHED. � A � WALL SCHED. 24 STUD WALL SHEAR SHEAR WAIL PER W PLAN 8 SCHED o � � ROOF PERIMETER DBL 2x6 roe P. EXTEND THREADED ROD TO 4.4 FOUND.wl CNW COUPLER NUTS AS REQ'0 TYP rlZ TYP SHEAR WALL EAVE ,3 TYP ROOF GABLE EAVE64�� TYP WALL FRAMING65� SHEAR WALL STRAPPING N . S-7 3/4"= 1'-0" S-7 314"=1'-0" S-7 1/4°= 1'-0" S-7 1/4"=1'-0" V1 H W A H 1.4 H H H U W VE--q2 309-1212-03 s 7 PERMIT SET REV DESCRIPTION BY DATE 1/16/13