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Plans (161) STRUCTURAL GENERAL NOTES: NOTES: GENERAL ADA NOTES: FINISH CARPENTRY: S., D PRDAFSS I. THESE NOTES ARE GENERAL IN W NATURE AND ARE INTENDED TO SET MINIMUM STANDARDS FOR CONSTRUCTION. I. RECEPTACLES ON WALLS SHALL BE MOUNTED NO LESS THAN IS"ABOVE THE FLOOR. GENERAL PROVISIONS G ssGI NES. 9k DESIGN STANDARD 2014 OREGON STRUCTURAL SPECIALTY CODE DRAWINGS SHALL GOVERN OVER THE GENERAL NOTES TO THE EXTENT SHOWN.FOR SPECIFIC REQUIREMENTS FOR EXCEPTION.HEIGHT LIMITATIONS DO NOT APPLY WHERE THE USE OF SPECIAL EQUIPMENT 83248PE NT STRUCTURAL ELEMENTS.SEE THE STRUCTURAL NOTES PROVIDED BY THE ENGINEER OF RECORD, DICTATES THERWISE OR WHERE ELECTRICAL RECEPTACLES ARE NOT NORMALLY I. SCOPE:FURNISHANDINSTALL EXPOSEDWOODTRIM.MILLWORK CASEWORK WOOD CABINETS, ', ' DESIGN CRITERIA: 2 THE CONTRACTOR ACKNOWLEDGES THAT HE HAS SATISFIED HIMSELF AS IO BE THE NATURE AND LOCATION OF THE (MENDED FOR USE BY BUILDING OCCUPANTS. PLASTIC LAMINATES,AND WOOD SHELVING. _ - DESIGN WAS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE INTERNATIONAL BUILDING CGDE.THE FOLLOWING LOADS WERE USED FOR DESIGN. WORK.AVE FAILURE BY THE CONTRACTOR TO ACQUAINT HIMSELF WITH ALL THE AVAILABLE INFORMATION WILL NOT 2 WHERE EMERGENCY WARNING SYSTEMS ARE PROVIDED.THEY SHALL INCLUDE BOTH R " RELEVE HIM OF SUCCESSFULLY PERFORMING THE WORK AUDIBLE AND VISUAL ALARMS.THE VISUAL ALARMS SHALL BE LOCATED THROUGHOUT, 2 NOTES. yy '4yr E Gan"' 4' MQZANINE LIVE LOAD: 125 PSF LIGHT STORAGE 3 THE CONTRACTOR WILL PAY FOR AVE OBTAIN ALL OTHER NECESSARY PLAN CHECKS AVE PERMITS AS REQUIRED.ALL AND PLACED ea'ABOVE THE FLOOR OR 6"BELOW CEIUNG,WHICHEVER IS LOWER. A MOISTURE CONTENT:NNISH WOODWORK MATERIALS SHALL BE KILN DRIED TO THE FOLLOWING 8e,,,,, 14, OTHER FES,CERTIFICATES OF INSPECTION AVE OF OCCUPANCY AS REQUIRED BY THE AUTHORITY HAVING 3. DOORS TO ALL ACCESSIBLE SPACES SHALL HAVE ACCESSIBLE HARDWARE(.e. OSTURE CONTENT UNLESS OTHERWISE RECOMMENDED IN THE APPLICABLE"RUALRY STANDARDS- F((A 9 MXyy SHSMIC LOADS: STE DESIGN CATEGORY=D JURISDICTION,ARE THE RESPONSIBILITY OF THE CONTRACTOR. LEVER-OPERATED.PUSH-TYPE U-SHAPED)MOUNTED NO HIGHER THAN 48P 'ABOVE THE FOR REGIONAL CLIMATE CONDITIONS: IMPORTANCE FACTOR=I.CO 4. ALL WORK SHALL BE PERFORMED N STRICT COMPLIANCE WITH THE FOLLOWING CODES(LATEST EDITION)OREGON FLOOR. INTERIOR WOODWORK-6%TO II% RECEIVE EXPIRES:12/31/2018 SDS=0Y21 SPECIALTY CODE UNIFORM BUILDING,MECHANICAL PLUMBING AND ELECTRICAL CODES,ACT NEC,NDS AND 4 FLOOR SURFACES SHALL BE STABLE,FIRM,AND SLIP-RESISTANT CHANGES IN LEVEL BETWEEN EXTERIOR WOODWORK-9%TO 12% RECEIVED SDI='.444 DISTRICT STANDARDS. SOS AND 0.5"SHALL BE BEVELED WITH A SLOPE NO GREATER THAN I:2'.CHANGES IN LEVEL B. FIELD MEASUREMENTS:ALL DIMENSIONS AFFECTING PREFABRICATED MILLWORK AND CASEWORK Z�' > co 0.5' GENERAL 5. COMPLY WITH ALL APPLICABLE LOCAL SAFETY CODES AND SPECIFICALLY THE OCCUPATIONAL SAFETY AND HEALTH GREATER THAN REQUIRE RAMPS.CARPET PEE THICKNESS SHALL BE 0.5"MAX.GRATINGS ITEMS SHALL BE HELD VERIFIED PRIOR 7O FABRICATION. (� N I. THESESTRUCTURALNOTES AREASUPPIEMEMIO7HESPECEICAIIONS. ACT FOR THE CONSTRUCTION INDUSTRY IN FLOOR SHALL HAVE SPACES NO GREATER THAN 05'WIDE IN ONE DIRECTION. C INSTALLATION MEAS INSTAPROVIDE LL WOODWORK ASTEPER TEMPERATURE R THEREQUIREDTEMPERATURED HUMIDITY REQUIREMENTS NDRR OAWORK (III W W V c� 6. PERFORM ALL WORK N A FRE-SAFE MANNER AND SUPPLY AND MAINTAIN ADEQUATE FIRST AID AND FIRE FIGHTING DOORWAY THRESHOLDS SHALL NOT EXCEED 0.5"IN HEIGHT. JUN 2 9 L _ N 2. SPECIFICATIONS AND CODES REFERENCED IN THESE NOTES ARE THE VERSIONS MOST RECENTLY ADOPTED BY THE PERMITTING AUTHORITY. EQUIPMENT CAPABLE OF EXTINGUISHING INCIPIENT ARES. 5 ACCESSIBLE SINKS SHALL BE MOUNTED WITH THE RIM NO HIGHER THAN 34"ABOVE THE HUMIDITY HAVE BEEN STAB/TIZEDN INSTALLATION AREAS,MAINTAIN TEMPERATURE AND HUMIDITY W 0W D 3. VERIFY DIMENSIONS AND CONDITIONS WRH THE ARCHITECTURAL DRAWINGS.HELD VERIFY DIMENSIONS AND ELEVATIONS RELATIVE TO THE EXISTING STRUCTURE 7. MATERIALS SHALL BE SO STORED AS TO INSURE THE PRESERVATION OF THEIR QUALITY AND FITNESS FOR THE WORK. FLOOR AND A CLEARANCE OF AT LEAST 27'HIGH,30'WIDE AND I7'DEEP UNDERNEATH CONDITIONS UNTIL ACCEPTANCE Of THE WORK BY THE OWNER. ^ < r N PRIOR TO FABRICATION OF MATERIALS. WHEN CONSIDERED NECESSARY,THEY SHALL BE PLACED ON A CLEAN HARD SURFACE NOT ON THE GROUND.AND/OR SINK.THE SINK.DEPTH SHALL BE 6.5'MAXIMUM. T�GARD z 5 O� 4 FOR FEATURES OF CONSTRUCTION NOT FULLY SHOWN,PROVIDE THE SAME TYPE AND CHARACTER AS SHOWN FOR SIMILAR CONDITIONS,SUBJECT TO REVIEW BY THEY SHALL BE PLACED UNDER COVER. 6 HOT WATER AND DRAIN PIPES UNDER ACCESSIBLE LAVATORIES AND STINKS SHALL BE 0 QUALITY CONTROL WOODWORK SHALL COMPLY WITH ARCFATECTURAI WOOD WORK DIN OF 111 SCC, THE ARCHITECT AND STRUCTURAL ENGINEER OF RECORD. 0 THE CONTRACTOR TO ARRANGE AVE PAY FOR ALL CONSTRUCTION UTILITIES.CONTRACTOR SHALL ARRANGE WITH THE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT.THERE SHALL BE INSTITUTE)AWI)"QUALITY STANDARDS"EXCEPT WHERE OTHERWISE NOTED. 5. TiN APPLY,PLACE,ERECT,OR INSTALL ALL PRODUCTS AVEAND MATERIALS N ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. APPROPRIATE POWER COMPANY THE INSTALLATION OF TEMPORARY POWER SERVICE AND PROVIDE TEMPORARY NO SHARP OR ABRASIVE SURFACES UNDER ACCESSIBLE LAVATORIES AND SINKS. 6. ADEQUATELY BRACE STRUCTURE AND ALL STRUCTURAL COMPONENTS AGAINST WIND,LATERAL EARTH,ANDSESMIC FORCES UNTIL THE PERMANENT LATERAL SANITARY FACILITIES.CONTRACTORSHALL ARRANGE FINAL READING OF TEMPORARY METERS AND PROVIDE THE 7. PROVIDE SOLID WOOD BLOCKING OR 1211 X 20 GA SIL STRAPPING WRHN STUD SPACE AT 4. SUBMISSIONS SUBMIT FOUR(4)COPIES OF SHOP DRAWINGS OF ALL CABINETWORK BUILDING D����' M Z Q O-v FORCE-RESISTING SYSTEMS HAVE BEEN INSTALLED. OWNER WITH COPIES OF UTILITY COMPANY RECEIPTS UPON REQUEST AVE REMOVE AD TEMPORARY SERVICES UPON ALL TOILET ROOM ACCESSORIES. AND MILLWORK ITEMS TO OWNER. 'LU ~ D-= COMPLETION OE THE PROJECT. UI v N DEFERRED SUBMITTALS 9 THE CONTRACTOR SHALL MAINTAIN THE SITE TO PREVENT THE ACCUMULATION OF DEBRIS.THE CONTRACTOR SHALL MATERIALS >co-o MAINTAIN GOOD HOUSEKEEPING PRACTICES THROUGHOUT THE PROJECT DURATION.ALL FLOORS AND PAVEMENTS 1. WOOD TRIM:FABRICATE WOOD TRIM TO DIMENSIONS.PROFILE AND DETAILS SHOWN.ROUTE OR Q P O I. SUBMIT DESIGN DOCUMENTS SEALED BY A REGISTERED PROFESSIONAL ENGINEER UCENSED IN THE STATE OF OREGON FOR THE FOLLOWING ITEMS WHERE NOT --rob-C TO BE VACUUM CLEANED OR SWEPT WLH A HAIR BRUSH BROOM.CLEAN BUILDING SURFACES AVE APPLIANCES FREE GROOVE REVERSE SIDE OF TRIM MEMBERS WIDER THAN 4"70 BE APP LIED TO FLAT SURFACES SPECIFICALLY DETAILED HEREINAND 85'2 b 3 2. SUBMIT DESIGN DOCUMENTS SEALED BY A REGISTERED PROFESSIONAL ENGINEER LICENSED IN THE STATE OF OREGON FOR THE FOLLOWING ITEMS WHERE NOT MOMLA ANDIN STAINS,ERFTEOF ALL AVEDJUSTMEEVERLORES,GLASSL AND PLASTICE LEANED ADPOLLSANDORDHT EXCEPTFOR MEMBERSCOUNTER SIN K,S WITHEXPPETINTHMTCH WOODD WORK.COLOR.SECUWITH FINISH NAILS P N MARKS IN PERFECT OPERATION ND ANILE KYEM,FIXTURES, AND PLASTIC CLEANEDANDPOLISHED WITH STAGGERED AND COUNTER SINK.WITH PUTTY TO MATCH WOOD MITER OUTSIDE SPECIFICALLY DETAILED HEREIN. 3 M 3 ALL LABELS REMOVED,FOR RNA(ACCEPTANCE 87711E OWNER,OR FOR CONDITIONS MUTUALLY AGREED UPON CORNER AND CONTINUOUS JOINTS. O A JOISTS AND JOBS BRIDGINGp b.COLD-FORMED METAL FRAMING CONDITION FOR DO ALL CLEANING OF OR THE AND BYTHEGWRER.INCLUDED IN THE WORK NECESSARY TO PLACE IN 2 WOODPANELING:TOPS,AND OTHERN ER MILLWORKCOMPLRERS YWITHAWI. 11.111 CONDITIONFINAL ACCEPTANCE DSTRUWORK BY7HEOWNER. 3 CABINETS,COUNTERTOPS,AND MILLWORK:COMPLYWITHAWIQUALITY STANDARDS FOR S.STRUCTURAL STEEL CONNECTIONS 10. THE DRAWNGS REPRESENT THE FINISHED STRUCTURE.UNLESS OTHERWISE NOTED,THEY DO NOT INDICATE THE METHOD CUSTOM WORK. CH d.ALL OTHER BIDDER-DESIGN STRUCTURAL ITEMS OF CONSTRUCTION.THE CONTRACTOR SHALL PROVIDE ALL METHODS AND EQUIPMENT NECESSARY TO PROTECT THE A. PLYWOOD:VERIFY WITH OWNER'S REPRESENTATIVE 3, SHOP DRAWINGS SHALL BE SUBMITTED TOME ARCHITECT/ENGINEER PRIOR TO FABRICATION AND CONSTRUCTION REGARDING ALL STRUCTURAL ITEMS, STRUCTURE WORKMAN AND OTHER PERSONS,AND PROPERTY DURING CONSTRUCTION AND SHALL ENGAGE,AT HIS B. WOOD TRIM:VERIFY WITH OWNER'S REPRESENTATIVE OWNE(PENSE,QUALIFIED PERSONS TO DETERMINE ALL NECESSARY PRECAUTIONARY MEASURES AND TO INSPECT SAME C. PLASTIC LAMINATE PROVIDE PLASTIC LAMINATE OF THE MANUFACTURER,COLOR,TEXTURE INCLUDING THE FOLLOWING: AT THE JOB SEE. , AND PATTERN AS CHOSEN BY OWNER'S REPRESENTATIVE a.STRUCTRAL STEEL II. MAINTAIN AT THE SITE COPIES OF BID DOCUMENTS,CONTRACT FORMS,PROJECT MANUAL CONTRACT DRAWINGS, 4 IF SHOP DRAWINGS DIFFER FROM.OR ADD TO THE DESIGN OF THE STRUCTURAL DRAWINGS,THEY SHALL BE CLEARLY IDENTIHED.ANY CHANGES TO THE RELDORDERSM OF ACHDRAWGE OGSERS FIELD TEST RECORDS AND FIELD OBSERVATION REPORTS. STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER AND ARE SUBJECT TO REVIEW AND ACCEPTANCE BY THE ENGINEER. 12. MAINTAIN)))SH OF AS BUILT DRAWINGS. r�.1 5. DESIGN DRAWINGS,SHOP DRAWINGS,AND CALCULATIONS FOR THE DESIGN AVE FABRICATION OF ITEMS THAT ARE TO BE DESIGNED BY OTHERS,INCLUDING: CITY OP TIGARD - PIN PILES,PRECAST PANELS,PRESTRESSED CONCRETE BRICK PANELS,STONE PANELS,STEEL JOISTS AND GIRDERS,STAIRS,SKYLIGHTS,WINDOW WALL AND ALL THE RGLAZING SYSTEMS SHALL RTOFABRICASEAL AND SIGNATUREOF LLBE RUCTURALBASED ON THE REQUEEMEER RSOFTERED IN THE 2007 TE OSSC OREGON ANDABLE BE DESIGN CRTERIA / ,c RV: TIe WED FOR CODE CompuANc t pv THE ARCHITECT/ENGINEER PRIORiOfABRICATION.DESIGN SHALL REBASED ON THE REQUIREMENTS OF THE ROOT OSSC AND ALL APPUCABLEDESIGNCWERIA ',Q/\`\ i-i` t r tj`fV' tLl.f4J 1i7 '�'.�'^Y�"i �1 LISTED IN THESE GENERAL NOTES. \\ } r "I 6 THE CONTRACTOR SHALL COORDINATE SEISMIC RESTRAINTS OF ELECTRICAL EQUIPEMEM,MECHANICAL PLUMBING,FIRE SPRIKLER,MACHINERY,AND \ '�%i`J '�� ASSOCIATED PIPING WITH THE STRUCTURE.ANY CONNECTION TO STRUCTURE SHALL CONFORM TO THE 2007 OSSC SECTION 1621 AND SHALL BE DESIGNED BY AN \ \\ Approved: ENGINEER REGISTERED IF THE STATE OF OREGON,AND SHALL RESUBMITTED IO THE ARCHITECT/ENGINEER PRIOR TO FABRICATION. \ \ FRAMING LUMBER `� ` �i/T I. SAWN LUMBER DESIGN IS BASED ON THE LATEST EDITION OF THE NATIONAL DESIGN SPECIFICATION. // \\\\ . OTC: . :a s �1 2. SAWN LUMBER SHALL CONFORM TO WEST COAST LUMBER INSPECTION BUREAU OR WESTERN WOOD PRODUCTS ASSOCIATION GRADING RULES. / c \ �r'� 3. LUMBER SPECIES BGRADES: Yl, \\\\ Pei-II-lit #: (i pA0 I-, - 00 f 4a. a.INTERIOR NON-BEARING WALL STUDS DF STUD GRADE K. {�J L-1 b,INTERIOR BEARING WALL STUDS DF NO.2 /� }`..1� c.JOISTS(2x MEMBERS) DF ND2 NEW PORTION OF Y \ \o\ A.d d ress: 79xo S'� / lU?Z ; '/ C�. EOf WORK: d.BEAMS(4x OR LARGER) DF NO.2 LOADING , \ \ `-.@\- e.BLOCKING,PLATES,BRIDGING DF STUD GRADENIT\ �s o� \\� CKER RGOM&TOOL ROOMSUPPORTEDINDEPEND7LY0FiHE EXISTING /Y le #• STRUCTURE.NO REVISIONS TO THE EXISTING BUILDING 4. AU LUMBER IN PERMANENT CONTACT WITH CONCRETE OR EXPOSED TO WEATHER SHALL BE PRESSURE TREATED UNLESS AN APPROVED BARRIER S PROVIDED. �\TI 5. MAXIMUM MOISTURE CONTENT: 19% ./9a \ 0 CODE SUMMARY: 6. PROVIDE SOLID BLOCKING(SAME DEPTH OF MEMBER)AT ALL POINTS OF BEARING(MAXIMUM SPACING OF 6-D"O.C.)AT JOISTS WITH A 31 OR GREATER /p1 s"J B Date: ��'t ENERAL BUILDING DESCRIP71ON: OFFICE WITH WAREHOUSE DEPTH-TO-THICKNESS RATIO OR WHERE I EDGE OF JOIST S NOT ATTACHED TO SHEATHING,WALLBOARD,BRACING,ETC. J �\ / : 7 ` UMBER OF STORIES: I 7. PROVIDE BLOCKING BETWEENSTUDS(OR OTHER MEANS OF BRACING)AT WOOD BEARING WALLSTO PREVENT STUD BUCKLING PRIOR TO INSTALLATION OF ,I,\ 0 .GI..SPRINKLERED GYPSUM WALLBOARD- / h \\/ OCCUPANCY: S28 B TERRAFIRMA \ coINs7RucnoNnee v-B PLYWOOD SHEATHING / BUILDING h- \\ ' / \ S. TENANT SPACE: I. PLYWOOD PANELS SHALL CONFORM TO THE REQUIREMENTS OF"U.S-PRADCT STANDARD PS I FOR CONSTRUCTION AND IDUSTRIAL PLYWOOD"OR APA PRP-108 • OFFICE: 3,584 SQ.FT. PERFORMANCE STANDARDS. • 40, \\ • WAREHOUSE: 14.000 SQ.F7. 2 UNLESS NOTED OTHERWISE ROOF AND FLOOR SHEATHING PANELS SHALL BEAPA RATED SHEATHING,EXPOSURE 1,OF THE THICKNESS AND SPAN RATING SHOWN \ • TOOL MEZZANINE: 970 SQ.FT. ON THE DRAWINGS. \ •\ \ 2nd FLOOR: 1,069 SQ.FT. 3. PLYWOOD ISA"INSTALLATION SHALL BE IN CONFORMANCE APA R ISE REC NDATIONS. \ \ 4 ALLOW I/8"SPACING AT PANEL ENDS AND EDGES,UNLESS OTHERWISE RECCOMMENDED BY THE PANEL MANUFACTURER. <0.90 S. ROOF AND FLOOR SHEATHING SHALL BE INSTALLED WITH FACE GRAIN PERPNDICULAR TO SUPPORTS,EXCEPT AS INDICATED ON THE DRAWINGS. WL\ S. \\ I- 6. SUBSTITUTION OF ORIENTED STRAND BOARD(OSB)FOR PLYWOOD S ACCEPTABLE IF THE GOB: yl N CONFORMS WITH APA PERFORMANCE STANDARDS FOR WOOD BASED STRUCTURAL PANELS PRP-I 05 AND UNITED STATES PRODUCT STANDARD PS 2-92. \ \\ LN b.S MANUFACTURED WITH EXTERIOR GLUE. S.HAS A LOAD/SPAN RATING INDEX EQUAL TO PLYWOOD SHEATHING SPECIFIED ONTHE DRAWINGS. Iq \ S. I-n d.BEARS THE APA TRADEMARK \ / N w Z . PROTECT FLOOR AND ROOF SHEATHING FROMEXIREME WET CONDITIGNIS. \ td \ \\\ / / '�` _ 0O CONNEC71ONS AND FASTENERS \ \\ / U H- N W Z W \ ( .- � I. FRAMING ACCESSORIES AND STRUCTURAL FASTENERS SHALL BE THE SIZE AND TYPE SHOWN ON THE DRAWINGS,AVE MANUFACTURED BY SIMPSON STRONG-TIE \ \ \\ / LLJ Q N COMPANY OR AN ENGINEER APPROVED EQUAL. S. / 1�- - 0 =0 ce 2. HANGERS NOT SHOWN SHALL BE SIMPSON'HU'OF THE SIZE RECOMMENDED FOR MEMBER, ��{/) l�_ 0 3. ALL HANGERS AND FASTENERS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE SIMPSON 2-MAX HANGERS OR STAINLESS STEEL. \ /" / O Q W N 4 FRAMING CONNECTORS SHALL HAVE ALL THE NAIL HOLES FILLED AS SPECIFIED BY THE CONNECTOR MANUFACTURER,UNLESS NOTED OTHERWISE 5. ALL NAILS SHOWN ON THE DRAWINGS SHALL BE COMMON NAILS UNLESS NOTED OTHERWISE. \\ / / OW< O Q 6 .TYPICAL NAILING CONNECTIONS SHALL BE PER IBC SABLE 230-.9.5 UNLESS NOTED OTHERWISE ON THE DRAWINGS. / THIN Building Ps4041 121- H 3 COLD FORMED STEEL \ // / METAL STUDS \ / two }Busvfes cop Horizon Llstnputas / / r 87 LIGHT GAUGE METAL STUDS SHALL BE OF THE SIZE AND TYPE AS SHOWN ON THE DRAWINGS.THE METAL STUDS SHALL BE MANUFACTURED BY A MEMBER OF THE STEEL \ / STUD MANUFACTURERS ASSOCIATION(OSHA). / MINIMUM STUD THICKNESS SHALL BE 43 MIL 118 GAT,UNLESS NOTED OTHERWISE ON THE DRAWINGS. \ / / , \ Fr 50,000 PSI FOR 54,60 AND 97 MIL(16,14 AND 12 GA.)STUDS EXISTING / / Charter Mttry nicer Ey=33,000 PSI FOR 33 AND 43 MIL I20 GA AND 18 GA.}STUDS. \ BUILDING i / ALL FIELD CUTTING OF STUDS MUST BE DONE BY SAWING OR SHEARING-TORCH CUTTING OF COLD-FORMED MEMBERS S UNACCEPTABLE. \ / / W NO NOTCHING OR COPING OF STUDS S ALLOWED UNLESS NOTED OTHERWISE WITHIN THE DRAWINGS. \!y0 % / H SPLICING OF WALL STUDS S NOT ALLOWED,UNLESS NOTED OTHERWISE WITHIN THE DRAWINGS. \\ / / J O Z FRAMING FABRICATOR S TO ENSURE PUNCH OUT ALIGNMENT IM-EN ASSEMBLING LATERAL BRACING AND FIELD CUTTING STUDS TO LENGTH.LATERAL BRACING MUST BE / G INSTALLED AT THE TIME THE WALL IS ERECTED. \ / / Poeta Roe k H J 0 O W Z LU INSTALL HORIZONTAL BRIDGING OR 2X20 GAUGE STRAPPING AND HORROMAL STUD BLOCKING A 8'4'0/C IN CURTAIN-WALL STUDS NOT MORE THAN 48'VERTICALLY \ / / LU APART IF SHEATHING IS NOT APPUED TO EACH FACE.(UNLESS NOTED OTHERWISE ON DRAWINGS). \ / / OFMSI SiUtlent ru �W�1r�� U_ \ V n GYPSUM WALL BOARD SHALL BE APPLIED TO EACH FACE OF STUD AND FASTENED AT A MAXIMUM OF 12'0/C UNLESS NOTED ON THE ARCHITECTURAL DRAWINGS. / FRX CONNECTIONS: Map FTaxiot IDC RSI OI CAOO2YJ // / Real Property Account 0 R456090 \ / / PROJECT JOB No. FRAMING CONNECTORS SHALL BE MANUFACTURED BY THE STEEL NETWORK UNLESS NOTED OTHERWISE / SRe Address 7920 SW HUNZIKER RD.TIGARD GE 97223 `\ / / LOCATION FASTENERS SHALL BE CORROSION RESISTANT COATED,SELF-DRILLING ANDSELF-TAPPING SCREWS UNLESS NOTED OTHERWISE ON THE DRAWINGS.THE SCREWS SHALL BE / 17074.02 HILTIKWIK-PRO SELF DRILLING/SELF TAPPING SCREW(ICC-ES P2196)AND HAVE A LOW PROFILE HEAD BENEATH SHEATHING AND STANDARD HEAD ELSEWHERE. \ /'•/ / / DRAWN CHECKED SCREWS SHALL HAVE R"(MINIMUM)CLEARANCE FROM ALL EDGES OF THE STEEL MEMBER- \ iDM/CIM AS/GM SCREW SPACING SHALL NOT BE LESS THAN 34 THE NOMINAL SCREW DIAMETER. \ / / "* ry DATE 4 , PENETRATION OF SCREWS THROUGH JOINED MATERIAL SHOULD NOT BE LESS THAN THREE(3)EXPOSED THREADS. \ / _ G'eE.(" r REVISIONS 05.22.2017 WHERE ABLE INSTALL SCREWS FROM THE THINNER MATERIAL 10 THE THICKER MATERIAL \ n SCREWS SHALL BE INSTALLED AND TIGHTENED IN ACCORDANCE WRH THE SCREW MANUFACTURERS RECOMMENDATIONS. INSPECTION: 1 SITE PLAN /\ ® VICINITY MAP - SPECIAL INSPECTIONS'.IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE AND APPLICABLE SECTIONS OF THE PROJECT SPECIFICATIONS.SPECIAL INSPECTIONS 1_ - ARE TO BE PERFORMED BY AN INDEPENDENT TESTING LABORATORY EMPLOYED BY THE OWNER FOR THE FOLLOWING AREAS OF WORK Si.0 SCALE 1"=60-S' " NTS SHEET A VERIFICATION OF METAL STUD SIZE,STUD SPACING,AND STUD GAUGE. '•O B. VERIFICATION OF FRAMING CONNECTORS. S 1 .0 OF 8 EGRESS LIGHTING: TYPICAL NOTES: 4N'H PROFIT s 1. THE MEANS OF EGRESS,INCLUDING THE DST DISCHARGE,SHALL BE ILLUMINATED AT ALL TIMES THE 1. ALL FIRST FLOOR DOORS U DOOR WAYS TO HAVE)5"THRESHOLDS AND ADA APROVED HARDWARE, 55' �6'BER. , BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED(0S.S.C.1006). PER OSSC 1008.1.9.DOORS IN THE PATH OF EGRESS/EXIT DOORS SHALL BE READILY OPERABLE - 83248PE 9 2.THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FT:CANDLE)I1 LUX)AT THE FROM THE EGRESS SIDE WITHOUT THE USE OF KEY AND HAVE LEVER OPERATED HARDWARE. 2. DISTANCATOPNINGDBEEINI404COMLIANT) RSi08E36"PROVIDING 32"MIN.CLEAR OCCUPANCY/AREA SCHEDULE KEY: FLOOR LEVEL D.S.B.G.1006.2). DALL FIRST FLOOR DOORS (ADA SECTION36"MIN MUM.ALL NEW D 3.THE POWER SUPPLY FOR THE MEANS GE EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE 3. HAND RAILS TO BE MADE ADA COMPLIANT,SEE DETAIL 5/A6. �y4RY t4 'toe"' 4. PREMISE'S ELECTRICAL SUPPLY. 4. DIMENSIONS ARE FROM THE FACE OF STUD AND OR CONCRETE OF(IF INDICATED)FROM THE CENTER X ® EXHAUST FAN AL S 'H' LINE OF STUD.ONLY DIMENSIONS MARKED'CLEAR'ARE FROM FACE OF FINIH MATERIAL. OCCUPANCY IN THE EVENT OF POWER FAILURE.AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY (W'1-') WALL TYPE.PER DETAIL I/S3.0 Q IXRSIGNAGE EXPIRES:12/312018 ILLUMINATE THE FOLLOWING AREAS' I X SF_I-ROOM SQ. M A.EXIT ACCESS CORRIDORS,PASSAGEWAYS AND AISLES FOOTAGE QF FIRE EXTINGUISHER CABINET 75'U'D.C. � EXIT DIRECTION Z(n N B.EXIT ACCESS CORRIDORS ANDEXIST STAIRWAYS AND RAMPS. / 00 = X\ > F- C EXTERIOR EGRESS COMPONENTS AT OTHER THAN THE LEVEL OF EXD DISCHARGE. OCCUPANCY LOAD 1 \ IHR.FIRE WALL °C U '`� JJ ` 2 W c0 v 8 D.INTERIOR EXIT DISCHARGE ELEMENTS FACTOR OCCUPANCY LOAD � O E. THE PORTION OF EXTERIOR EXIT DLSCHARGE IMMEDIATELY ADJACENT TO EXIST DISCHARGE z < N 0D' h �� O oO. N THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION GE NOT LESS THAN 90 c~i a M 2 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES.UNIT EQUIPMENT OR AN ON-SITE GENERATOR. 40 > 82j'5) THE INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH SECTION Z ¢ ._ N 2702(0.5.5.C.1006.3). =W y d C ,a•V 0 Q 0' TYPICAL NOTES: t g t 1. ALL FIRST FLOOR 1DOORS RDOOR WAYS TOOF HAVE y2'.THRESHOLDS RSAAL ADA AOP HARDWARE. a PER OSSC 1008.1 9.DOORS IN THE PATH OF EGRESS/EXIT DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF KEY AND HAVE LEVER OPERATED HARDWARE. 3 pmo 3 2. ALL FIRST FLOOR DOORS TO BE 36"MINIMUM.ALL NEW DOORS TO BE 36"PROVIDING 32'MIN.CLEAR p N DISTANCE AT OPENING(ADA SECTION 404 COMPLIANT). RE 3. HAND RAILS TO BE MADE ADA COMPLIANT,SEE DETAIL 5/A6. N 4. DIMENSIONS ARE FROM THE FACE OF STUD AND OR CONCRETE OF(IF INDICATED)FROM THE CENTER LINE OF STUD.ONLY DIMENSIONS MARKED'CLEAR'ARE FROM FACE OF FINISH MATERIAL. 0 0 0 0 0 0 0 0 140'-0" I N]'-0" I 2a-0" I 20'-0' I 22-0" I 20'-0' 20'-0" I ,i( I/, ,I( I 2a'-0 SII( T O -_A c EXIST.STAIRS _ Tri u J BRACING \ j� u u R. ® 120-0' —� ® ® X-BRACING '-"® ELEC PANELS II — I EGRESS PATH/TRAVEL DST. 0`�— I TOOL ROOM`�` • V l I - �� I• I 1 I I -=. I I __ H JI ` q/o•No I 10,0"BARN DOOR 11-0 1 UP `1 LO`KERPO M /1.,,;\ 4 I / UP • Imo• , 1S� �p ea 1 ,;��o B 11775 SF.) i - z CO 1 II I 11 I / LLJ N 1 /11 I 40'_4,. ® .f)- ceZ ii I 0 I II ' I— - ,0^ J,, I I ( H ( 1 H IV 0 ij \T1 Vw W Z LU RESTROOM Q, ce Ox \ i �' ® ® ® ® al ® 11 0 0 =O .1- 4 LL= > 0 ^' h CZ a I 3 'R Q LL< Q I w 1 /� Fw— I S 2 2 I a- 11SF.I II I 4000/500=28 H I r-1 I1 0 11 1 '�� _` _ k ' z ® j -J I RESTROOM ® I NO WORK THIS AREA z Q 0 - 1 I r 11795 SSEI=IB .. 0 0 d- � Ii , Li_ 1SE 2 1 � i JOB No. IIx I II 1 17074.02 I -—- II - DRAWN CHECKED I X-BRACING ® -BRACING I DM/CLM AS/GM O \ T �—_ - _-� ® ® �'-=1 I _ ® —o.—e=,. DATE 05.22.2017 REVISIONS N TENANT SPACE: o • OFFICE: 3,584 SQ.FT. • WAREHOUSE: 14,000 SQ.FT. 1 1 OVERALL BUILDING PLAN • TOOL MEZZANINE 1059 SQ. SHEET 52.0 RM. E BA3OWC SCALEY4"=1-0" S2.0 of 8 400)PROfE-ss WV aG INF, 83298PPEE l' r ,, • , k 44711, 4oR19,1''^A yQ' RIE LA S °X'' OCCUPANCY/AREA SCHEDULE RESTROOM NOTES: •WALLS: EXPIRES:12/312018 KEY. WALLS WITH IN 2'-0"OF URINALS AND WATER CLOSETS SHALL HAVE SMOOTH,HARD,NONABSORBENT SURFACE THAT EXTENDS 4'-0"MIN.ABOVE FLOOR.EXCEPT FOR STRUCTURAL ELEMENTS THE MATERIALS USED Z(1) -a X OCCUPANCY SUCH WALLS SHALL BE OF A TYPE THAT IS NOT ADVERSELY AFFECTED BY MOISTURE. > ® EXHAUST FAN ""STYLE&COLOR,PER OWNER"" ■-■W CC V 0,.- E •COUNTER TOPS: TENANT SPACE: - X SE.1--ROOM SQ. (WI-") WALL TYPE,PER DETAIL I/S3.0 ® EXRSIGNAGE SHALL HAVE SMOOTH,HARD,NONABSORBENT SURFACE THAT EXTENDS 6"MIN.ON TO WALLS • OFFICE: 3,584 SQ.FT. -. O 00 O / - X FOOTAGE ""STYLE B COLOR,PER OWNER"" • Q W O) V OD WAREHOUSE: 140SQ.FT FT. •K N / •COUNTERTOPS: • TOOL MEZZANINE: 970 SQ.FT. Z `00. N OCCUPANCY LOAD / OCCUPANCY LOAD 0 FIRE EXTINGUISHER CABINET 75'-d'O.C. —1• EXR DIRECTION SHALLSHAVE TYLE&SCOLOR.PERRDD,ORNABSORBENT SURFACE THAT EXTENDS 6"MIN.ON TO WALLS • 2nd.FLOOR: 1,069 SQ.FT. 0 88) C FACTOR J I HR.FIRE WALL - •CLEARANCES AND SIGNAGE REQUIREMENTS PER 1/53.0&2/53.0. i\ p N m Z x ,z2)-N • �W wa. >0. Q P N P 0 IV -05 L2 W b S .p P 91.1 W4- CV -1--) O Q 6 5 33 2 11 I I I 1 I I X-BRACING UP >1 I------- w — yy 64 — � _ __ -_ _ _ ____ It I f ,---1 L E F-1 I X-BRACING ELEC.PANELS 4 DOOR WITH PANIC 3p/ ® HARDWARE ^ II \ \ q II YE ADA :COMP LIAND •z O I SHOWER LOCKER ROOM \ • I TOOL ROOM ____ - 1 I'. az'5HOWHRs. - -i I , • ® = II I I — _ - -J/ Y."Sigh'J �� �� 1 I w M -- �., ® TODRAIN j o11� Lu N � � 311)0 ® 4 `�_ J icy. ® wz S w Z w'-----,,,,, ,f8/0 X4/O 0 BARN DOOR r , =XO 0I L= o / -0 / - / L11 -..� Y.SLOPE - > / / / / i"") �. TO DRAIN—•-®/ 1" > 1----F- __i (W 1). V • 24'LOCKERS,TYP. Z v v 3o 2 A C v c O 13'-0" 13•-0" l2 e O 0 / ce • ® � w ° i in f 0.4" li N 0,- O • H J ® TOOL ROOM PLAN 2 LOCKER ROOM PLAN JOB No. SCALE:Y."=1'-0' S2.1 TERRAMYA la0/80004.BWS SCALEY"=1'-0" 17074.02 • DRAWN CHECKED DM/CLM AS/GM • DATE 05.22.2017 REVISIONS f SHEET 1 e S2. 1 OF S APFp PROF�SS4, ;.� dp 1 N EE. 5 &3248PE 9 f 0 c't Q 4 Q 4 4 "D D�--- %'4y,,A4 Z0.'' �ELLA 5.!K I I I I I EXIST.STAIRS-\Lr I I EXISTING 36/EXIT EXPIRES:12/31/2018 F ] l--rr � / z DOOR 49) � '':q'/ %-BRACING E_a 4 „ E t y • - O W W U 'Lir; - O v .: 88 --_ __-m 11:1 _---_—_—___ EY Qw mDD w. X-BRACING Z O P N (RP-I) I — - a M II s4o ��� 1 :w r R az II s4.o \ \ - 3 D I I >o•as V t P � P 1111101I II 12 IL 3 0 LIGHT STORAGE \ I• Q'T 125 PSF MAX. II N m II S4.0 11 II II CHAIN ACCESS GATE 4 1 _ n • J S_21 LL \ \ 4 1069 SF 3.0 MB = 2 Io` 23,4 54.0. - LIGHT STORAGE -0" 8' FORK LIF ACCESS / / / 125 PSF MAX. W-I / / 58'-0" (WI-1) M S22 —_ 0 FULL Hi.WALLS,ttP. 0 I I A 2" / / E w N 1 TOOL ROOM MEZZANINE 2 UPPER FLOOR PLAN-(ABOVE LOCKER ROOM) CIsl CO 0- r� - - _ ---- 52.2 TERRA RM4 1.0000120012.01101.0000120012.0110 SCALE:Y"=1'A" 52.2 721110217211102117211102111414EDD 1,220014DNG SCALE:Y'- '-0 =1 " Z NZ V U E- NO LL IL Z LL �Nc0 O �L30 QLLN� 1: QQo¢ KEY: a_ FL, P.---- ® EXHAUST FAN ( T.._.__ - - _.. _,-. - _-_ r- _.1 (WI-") WALL TYPE,PER DETAILI/S3.D ® EXRSIGNAGE $20-0 OVARIESCTURE Iik ❑F FIRE EXTINGUISHER CABINET 75'-0"O.C. —.).• EXR DIRECTION EXISTING ROOF STRUCTURE IYP. I HR.FIRE WALL DEFLECTION TRACK Z Q J EL 0 OCCUPANCY/AREA SCHEDULE L. 0 z LL -.IFIELDRVERIFY TO Ii 1 I [[ [[ EXIST. BUILDING X OCCUPANCY N MATCH EXIST.DOOR I-4 I y' I F ; WALL THRESHOLD IN—/ I X SF.I—ROOMSO. JOB NU. %TYPE-X GYP. I FOOTAGE Yz"TYPE-X GYP.BD., BD..TYPICAL AT CEILING //W - X 17074.02 TYPICAL AT WALLS OCCUPANCY LOAD / FACTOR JJJ OCCUPANCY LOAD DRAWN CHECKED DM/CLM AS/GM 7YP. EXIST.CONC. 1 TAP. DATE 05.22.2017 / 54AB 41 .1 T/S _ .__. __-..__ __ REVISIONS 2 e ® LOCKER ROOM SECTION SHCEET^/ //� p nD]4.ut 7ERRAEwua SREETSDWC SCALE:y"=1'-0" S 2.2 OF 8 y EaED PROFESS 7 \ KEYNOTES: WV LNES. I. lYe"PLYWOOD W/#B SCREWS@ DE TC p J l J 6"O/C EDGE A 8'O/C FIELD BE Y Y/ 2. JAMB (1)6005 162-03 �i 3. JAMB (2)6005 162-54 - q 1 1 1 1 4. JAMB (2)6005200-68 •4p ivy 14,Zo^ �,. (2)6005 162-33 W/(2)6001150-33' 6. BOX HEADER (2)6005 162-54 W/(2)6007150-43' STUDS.6005 162-43 @ 16"0/C W/ 5. BOX HEADER 7. BOX HEADER (2)10005 250-97 WI(2)6001150-43' 'A/LA S.Mx 600T 150-43 TOP&BOT.TAP,U.N.O. 8. BEAM (2)12005 250-9'WI(2)6001150-33 EXPIRES'12/31/2018 P. SILL (116001150-43 -. � 'SEE 6/54.0 FOR BOX HEADER INFORMATION Z I.'.I 11 as - N- :a __�- _'�_ ==---JYJ SHEAR WALL TO BE SHEATHEDW/3E" Ww U Cv � %/1//////////////l/// //////////////////////////////////////////////////t////////////////// ///////////m1/4/// �/7 PLYWOOD APA RATED-73E OR BETTER W/#8 ' O' Q I L EL/�2.d SCREWS @6"O/C EDGES(OF EA.PANEL)& a W m. O I I / 4"SEISMIC 1 ,/ 12"0/C FIELD. p� II % i i O GAP,TYP. 54.1 I / BLOCK ALL PLYWOOD EDGES. O.z O U % 10 NOTE: j O oo II % II I ALL NON SHEAR WALLS ARETO HAVEY"GYPSUM WI#6 Z N 5402 g C REWS@BO/CEDGE81 O/CFI D S W a ac I 4 / 54.1 S4A I /, 011° tri Q P 0 1 / Jo1snZooszoo-s7@Iz°o/c / ` 3 % I � II / 303 4 / 14 8 N I\ Sd.0 S4.1 i / / I I 28"SQUARE FOOTING x 10" / ©Q DEEP W/(3)#4 EACH WAS, Q I I j 1 18"SQUARE FOOTING x 10" e� 7yP,(4)PLACES I / DEEP W/(2)#4 EACH WAY, a / I/ I TAP.(2)PLACES II II b 00 0 .4__4__ I r-� I r-, r-� III / //1/,f////////' 11 L //////s/}/: , /4////////// ///r/ - --- '////////////,/1/1/// a"SEISMIC L- L- L- - GAP,TYP. 0 0 '0 0 ® 0 8 0 S4.1 O Sd.0 1 TOOL ROOM FRAMING PLAN S2.3 SCALE$'=1'-0" T2 1 3JUl11 1I 0 STUDS:605513 TO@ BOO/C � 1-jC-T? W/6007750-43 iOP8BOT.TYP. 1'7 U.N.O. __�___�__L -_-_ __� `__te_a___L-.__._s_ TYP. baa - - _-_ _ aa. GAP S4 54.1 •• _/-1-.111___ --- - -�J:JJ 1 1 -1 1 (E1 LANDING 8005200-68 STUDS:6001162-43@16"O/C 4"SEISMIC GAP 2 I TO REMAINLU Cr) 4 x 4 POST ® F^Os SIMPSON'MST27'STRAP @ 16"O/C W/6007150-43TOP 8 BOL., I I 4"SEISMIC GAP / 2 I I (4)PLACES TYP Mr CONNECTING LANDING I I ligy TYP U.N.O. I I W N TO TRACK r , I I I r r, 54.1 L 0 L 0 0 I I I- _ Y O /� , ` U. LJ11 -- ----- - - Qv) 3 ELS/ --- / I 2 I w 2 O RI 0 B I 0 I -) ceO 1/:"x INGESE i l I IV/ I I Q I / p O LL 6 STRINGERS, { / ' / II Q LJJ</')W/ P.� I p L J / I czceo 9 II Ce czQ -C� I I I I/ ® I i I� = a- lirl 2 x 6 WALL / _ ^ ~ AT MID-SPAN / r 0 I I I S4.0 I I Z 0 I I L I J I1 z O JA 1 � Sa., Q 1 d ® I CL I �/ ° ® 617 STUDS:6005162-4 @ 16"0/C W/ / 0 CZ / 6007 I SG43 LOP&:OT.,lYP U.N.O. 0 / z 4 / .t U o /J Q 54.1 b O A J/// / 4"SEISMIC /' _ 8 Q LL 1 1 1 I 0 m GAP,TYP. / SKI F O / a ® I 0• I / z GA r L- O / ui / 1 I / S4.I, 0 J Y I +� I / O v / / L 0 / y 0 O / • Q / / JOB No. - - - - - - - ---/B 17074.02 / 2 6005162-33 @16'O/CW/ I -- -_-_-_-_ I _ -_-_ _ 1 _-_-_-_ _ '.54.1 SOOT 150-33 TAIL2/011OM TRACK.S4.1DRAWN CHECKED �5 SEE DETAIL 2/54.1 83/54.1 � ,®�1.�my0 - r=I i / oRTOP coNNEcnoN.nP DM/CLM AS/GM 0 _J 0 L .J J© JA - DATE 05.22.2017 8 3G SQUARE X 10"DEEP nICF Mr REVISIONS 54.1 WI(3)44 EACH WAY. TYP,(8)PLACES 9 40 8 OSET T7 ® LOCKER ROOM FRAMING PLAN SECOND FLOOR WALL FRAMING HE SCALE:/e"=1'-0' ®TEM...LCOMIRo011.D. SCALE:Y"=1'-0" S2.3 OF 8 o2FRXD PROAEss P‘ ''832'4,97E G 248PE I NEP M 5 83 C s'-1a' ORE 7'4p 3'-6' s,,,,,-4,-.f4,z,^ ' YE<lA S.M\'y EXPIRES:12/31/2018 6" R-21 INSULATION PLYWD.SHTG, I NI! 14 42'MIN. CO CV 6ill I IPER STRUCTURAL = j CC PIANS TT TYPE.X GYP. P III 3'-4' 3a' �' AT INTERIOR SIDE ki W J GO / Ow V IT 40, 00 FRAMNG, 6 N¢0 — PER PIAN Z o P 0) a' TP. 1H _ I ix - n C j O V m C- C a--- W v o-♦ : FASTENERS, S a-o rxi 3g" 1'.3 \ / a 3+7 \C•' PER STRUCTURAL ¢P OT 19"MINI. / -- \-__- .MIN. • p PLAN IpnE Q0 3 J 2010 ADA COMPARTMENT ARDS:608.2.1 SIDE WALL GENERIC\PLAN 30'MIN. GRABBARS: HOES / \ ACOUSTICAL W1Q 0 ALL / CONTROLS 608.5.1 I WT-I 1 ,N l N 3'-0" 4-0'MIN. THRESHOLD, 608.1,TX MAX,) UPPERCASE CHARACTERS 6"MAX 34"MIN. - l 1'.3^1, 1'..3'OBSTRUCTION.TYP MRN. / / GRAB BARS: 609 WALL MOUNTED SIGNAGE TO BE RAISED/;(' teSEATS'. 610.3 LOCATED 011 LATCH SIDE OF DOOR SURFACE MOUNTED SEAT _ URINAL MIN. 1 CLEAR OF DOOR-SANG.MOUNT AT S'-0" COVER DISPENSER,TSP. 7 WSOAP MOUNTED DISPENSER CONTROL y Ar� 70 CENTERLINE OF SIGN FROM FLOOR. HEIGHT OF IETIERNJG L� �1 p NA TO OPENING I T CONTROL X'MIN TO 2"MAX }MEN { URINAL MEN 11 0 V ,` — I 17'MIN. 13A DEPTH MIK , CORRESPONDING I I � L_J U AARRORJ II ' GRADE II BRAILLE "'TYPE-X GYP. 4'-0' ---���— EA.SIDE • _ �. e---.Le _— _— A-I SIGN VIEW I' 44'MAX T.Q'MEX. 9"TOE fir- FRAMNG, Nom I �i 4B'MAX. 3R" MAX. A-1 PER PIAN A\ , 33"-36" IT'-19' T�"MAX,-10'MAX \ } .II 1 5 F-7'MAX. MIN > •� 2-3 KNEE. I 'MIN. l y l y 6'TOE / I g'KNEE INSULAIl ,,OO,, • WATERTSUPPLY7E&H07 1 O 1 g`\ //\\ PERSTRUCTURALBACK WALL SIDE WALL URINAL TRANSFER SHOWER ;W.F LWT PAIN F�sERooM woRe� • NOTE: — THIS INFORMATION IS INTENDED TO PROVIDE DIMENSIONS AND CLEARANCES IN GENERAL WAY.AND ACCESSIBLE IS NOT NECESSARILY AN ACTUAL REPRESENTATION OF THE RESORT'S,IN THE SUBJECT DEVELOPMENT. TOILET ROOM SIGNAGE RESTROOM PLAQUES A A-2 CWT-r� ACOUSTICAL WALL 1 ADA RESTROOM STANDARDS 2 DOOR SIGNAGE 3 TYPICAL WALL TYPES 53.0 IMAM._WC"41,1." N.T.S. S3.0 „"'.''",W»W.AWA '' N.T.S. 53.0 TFNRAFIRYA-A-DERAII,XWM NTS. II"MIN / HANDRAIL NOTES: L HANDRAIL GRIPPING SURFACES SHALL HAVE A CROSS SECTION COMPLYING WRH'ADA'S057,1 OR 50572 W CO MAX. HANDRAIL 2 CIRCULAR CROSS SECTION.HANDRAIL GRIPPING SURFACES WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER 081 I"MINIMUM AND N HAND RAIL 2"MAXIMUM. Ce JCR V)O, HANDRAIL 12' S. NOI,,CKKCULAR CROSS SECTIONS.HANDRAIL GRIPPING SURFACES MTH A NON-CIRCULAR CROSS SECTION SHALL HAVE A PERIMETER DIMENSION OF 4" W Z Y"PLYWD. HAND RAIL �` � HANDRAIL MINIMUM AND 6 I"MAXIMUM,ANDA CROSS-SECTION DIMENSION OF 21'MAXIMUM. LU RISERS IY_"O.D U _ Y O 4 HANDRAIL EXTENSIONS-HANDRAIL GRIPPING SURFACES SHALL EXTEND BEYOND AND IN THE SAME DIRECTION OF STAIR FLIGHTS AND RAMP RUNS IN - S '_' ....m.................- ACCORDANCE 4'MM WIM'ADA'505.14 LL Z L1J Q,..„—I . = 00 17 'X / 3�6'MI 5. TOP AND BOTTOM EXTENSION AT RAMPS.RAMP HANDRAILS SHALL EXTEND HORQOMALLY ABOVE THE LANDING FOR IS'MINIMUM BEYOND THE TOP AND W ==O 3a MINI. 34'MIN. BOTTOM OF RAMP RUNS.EXTENSIONS SHALL RETURN TO A WALL,GUARD,OR THE LANDING SURFACE OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN 3B'MMAX. 38"MAX. 'X+1'a'=OTAL r ,, / AR N 38'MAX. ADJACENT RAMP RUN. O Q LL CZ CZ TOP ION AT STAIRS.AT THE OP OF STRINGER S FRAMING, ® �/ /,-7% / TREAD ll NOSING 6 DIRECTLYABOVEFIRST BSER NIOSING.ASTAIR FLIGHT,HANDRAILS SHALL EXTEND NOR170NTALLYABOVE THE UNDING PoRI2"MINIMUM BEGINNING /�/ W Q Q PER 4/54.1 LLll / / / 7. EXTENSIONS SHALL RETURN TO A WALL,GUARD,OR THE LANDING SURFACE OR SHALL BE CONTINUOUS 70 THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. ~ I9,'~ RAMPS WALKING SURFACES HANDRAIL EXTENSIONS / STAIRS SECTION B. BOTTOM EXTENSION AI STAIRS AT THE BOTTOM OF A STAIR FLIGHT,HANDRAILS SHALL EXTEND AT THE SLOPE OF THE STAIR FLIGHT FOR A HORIZONTAL DISTANCE AT LEAST EQUAL TO ONETREAD DEPTH+I'-0"BEYOND THE LAST RISER NOSING,EXTENSION SHALL RETURN TO A WALL GUARD,ORTHE LANDING SURFACE.OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. 4 TYPICAL STAIR TREADS 5 TYPICAL HANDRAIL SECTIONS S3.0 17074.02 TERRAFIRIAA 91EEISEDE0 NTS. S3.0 17074.02 TERIRAPRIAA SHEEISDWC N.T.S. h J O Q li W 0 JOB No. 17074,02 DRAWN CHECKED DM/CLM AS/GM DATE 05.22.2017 REVISIONS SHEET S3.O OF 8 V eti6D PROFFS9 <X4 GTNei O,4, 1 I 63248PE• STUD PER PLAN STUD PER PLAN & •oR /4 #BSCREWS @6"0/C R`➢+ yA '''1-As' /A #8 SCREWS @ 6"0/C Bq� 14' 141#8 EA.BLOCK WA lA S.M'' #8 SCREWS @ 00/C LAP JOIST&CONN. SHEATHING SHEATHING PER PLAN JAMB STUD TRACK PER PLAN WI(2) TRACK PER PLAN W/(21 EXPIRES: 12/31/2018 SHEATHING PER PLAN W/(3)#8 SCREWS PER PLAN LAP JOIST&CONNECT #8 SCREWS@6"0/C #6 SCREWS EA.STUD& I #8 SCREWS EA.STUD8 #BSCREWS@16"0/C,TYP. ( A #B SCREWS 81 a 0/C,TYP. W/01#BSCREWS ' �'^I _ �IIfOI OI�W 8I I vI JOIST I MIL.JOIST MA1, B� W W - P v E PER PLAN JOIST BLOCKING PER PLAN TRACK TO MATCH DOST - O TRACK TO MATCH LOSS Q W -+ m% O GAUGE W/I2I#8L2x2x(MATCH SILL GAUGE) q NGAUGE W/121#8 SCREWS #8@6"0/C #8@8"0/C 92Z EACH JOIST PER PLANW/(2( 98800/C SCREWS EACHJOEi ` W/(3f#IDSGREWS EACHLEG `Z ? 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S4.0 5X15 SCALE IAC-I-A' 6007 150-43 W/(2)#8 SCREWS EA.STUD.(ONLY SPLICE AT I-4—(E)WALL 70 REMAIN 6D3S200-68STUDS) il, STUD PER PLAN NOTE ADDLITIONAL INFORMATION /-EAST.STEEL STAIR&LANDING N0T SHOWN,PER 3/54.0. 6005 20868 STANCHION STUDS 8.48'400/C PLATE 10 REMAIN I #8 SCREWS @ 6'0/C (IWO W/6005 162-33 @ 16"0/C TYPICAL STUD (PLATE TO BEAR ON PEW FRAMING -I W/60011150438/TRACK W/(2) W/MIN.6'LAP&NO HARD CONNECTION/ (41#8 EA.BLOCK42' #8 SCREWS EA.STUD S.#BSCREWS II (2)g12SCREWS SHEATHING PER PLAN IMO DECKING A 16"0/C) EACH STUD,TYP. 1RACW/IK2IiO#B MATCH J055 GAUGE EACH o �'�"�'�B'#•.o� 121 412 SCREWS SHEATHING PER PLAN EACH STUD,TYR. TRACK PER PLAN W/(2) #8 SCREWS @ 6"0/C EDGE ATTACHMENT #72 SCREWS@8'0/C Ei4Vc oa�sa #8 SCREWS EA JOIST ---- i 48@8'0/C SHEATHING PER PLAN BOX BEAM HEADER I JI 4 1 MTL.JOIST PER PLAN EXTEND STUD ELS IC WALL LOCATI0NS VERIFY PER PLAN WALL LOCATIONS GAPNE TO TOP TRACK W/ VERIFY PER PLAN (6)#BSCREWS JOIST EMEND STUD WEBS '} #8 SELF TAPPING #g SELF TAPPING JOIST PER PLAN BEAM PER PLAN OVER JAMB STUD ON SCREWS @I6"OIC SCREWS@16"0/C PER PLAN EA.SIDE&CONNECT W/ 12x2 x S7UDGUAGE W/ 2't 1. 3 41 (3)#12SCREWS � �_� (41#BSCREWS EACH LEG f l' - 1RACKTO MATCH JOET SOLID 8lKG 50 MATCH WAGE wl hl sa SCREWS I OcLKGTOw M II 1 L2 x 2 x STUD WIDTH x(MATCH EACH JOIST 8 SCREWS EA END N HEADER GAUGE)W/(3)#12 F—N. 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INFORMATION NOT ADDNO7'L SHOWN.PER 1/540 SHEET 11 WALL SECTION 62 e S4.0 SCALE.148181" S4.0 OF 8 sem` so PROFESS 4,9' PO 1 14-4,_ EE 02 8d@8'0/C a3248PE9 T!. Iii 2x4 ', • ea6N i 9'E. Y 4 i''' S'RAF<LA s. DD iii_" HANDRAIL(U MEL W"MAX 0.01 cr �"` CONNECTS iO4x6PGSiS,TYP EXPIRES:12/31/2018 .RQGF T j Z� > E' DT.ROOF W" 2x 6FLAi BLOCKING FOR RAIL I�® P` �-� LEI PURLIN CLR CONNECTIONS,TYP. W W j 9-7.:::? 4 E Q 0 O W O -4 cos c 33 MIL L3x3x0-6"E0.END __GW/ #8SCRLG 121 p8 SCREWS 2'EMBED@4 x BSOLIDBLOCKING ! .. 0- I"GAP 1 II 1 NEW 33 MIL BLDG@48'0/C USE SCAFCO ISC550 CUP W//2I �, W/121 SIMPSON'ASS �1 �` N V N '.L___J 33 MIL MIN SLOTTED TRACK IAP I (MATCH EXIST GIRDER DEPTH) 810 SCREWS EACH LEG EACH I @ EACH ENO,(NOTCH ea mil <0, SIDE OF JAM STUDS,TEP BLOCKING AS REQ'd MIMI % 0 121 HETI'KT'(2I 88 SCREWS 33 ME MIN SLOTTED TRACK FOR FULL BEARING) P PLYWOOD WHERE OCCURS W/(2)pBSGREWS EA.STUD • STUD PER PLAN I-I_-I■II WALL PER PLAN 3 STUD PER PLAN p10 SCREWS EACH LEG EACH SIDE ' 4x 4 VERT-@ �IMI '�I-I■II 44 N OF JAM STUDS,TYP 1 1 48"0/C MAX 1 DI".I0900/C.TVP W/,'EMBED RAF I II I SI■II 2 ADDIIONAL Pies EACH SIDE iYP@ TRACK PER PLAN I JAMB SND pppypy STING CONCRETE SLAB I ,, ■ ■ ■ L_A EXII STUD PER PLAN I MPSON 002z.WOOS / II a i e SOUS&UE1 x 24'PLATE WASHER IS 1 WALL TO SLAB CONNECTION 2 WALL PARALLEL TO PURLIN CONN. 3 WALL PERP.TO PURLIN CONN. 4 STAIR SECTION S4.1 0189-Mit 02 SCALE I'/-,"=1'-0" S4.1 8108_Alnt os SCALE.1Y"=1'-0' S4.1 sloe-0275 03 SCALE 1/1'I'-0" S4.1 12014.02 1ERRMRMA 91EE1SOAG SCALE 1,1.0" Ea---RAILING AT LANDING TO MATCH STAIRS 2 x 6 TOP RAIL 01 iii EDGE NAILING d x 4 VERT-@ 8d@6'0/C: �"PLYW000 48"0/C MAX I. IC 0/C FIELD TREAD 12I2x e,SW �L�L'I��ggg{{{ I ■■■i �p SIMPSON 42 r 12110d NAILS TOP&BOTTOM 'LSC TVP SIMPSON W 2 PICKETS @ 2x 8 @ 16'0/C W/SIMPSON ' 'ACE4,TYP 04. 'LU326 EACH END iigii LVL STRINGER 5'01C/MAX PER PLAN 4x 4,TYP 2x6PONY WATT4 @ MID-SPAN ALIGN --IAMB STUD PER PLAN LLJ W 0, STUDS W/STRINGER (2)ADDBIONAL PAPS EACHCV N ____,r— —/./— e SIDE.TYP @JAMB STUD TRACK PER PLAN I-p^. ___/1 III SIMPSON'A34 EY Z V + + EACH STRINGER , IN SLAB — ]G O SIMPSON 13IHILII'X-CR{' 2x BLOCKING �1 '^ '.08.0442. a t PT2x6SILL PLATE PER PLATE R- U H fV V W Z W TYR—4 ��ill _ N 0 Q 4 a a < < a PT 2x KICKER PLATE 8'CLR O WI 131 E10 X-CR-L' INT FOOTING E-= > Q a a ° A a o ° de e A1 a N FOOTING REBAR PER i] PER PLAN Q < LOU N EY BUILDING PAPER 1rZ Q - ^ ^ PER PLAN PLAN TOLE LL Ce< ® STAIR SECTION 6 STAIR SECTION 7 STAIR SECTION 8 TYP.FOOTING DETAIL : N. 17074.02 1EWUFlRMA SHEEIS.UNG 17074.02 1F'.RRA9920 SHEEIS.OMG 17074.02 1ERfAflfd2A 91EETSANG ,014.0?,E,rRAm+MA slmsow9 SCALE r'=r o• 54.1 SCALE r=r4. 54.1 SCALE r'=ro" S4.1 SCALE.r=r-4.' J O < U W 5 o JOB No. 17074.02 DRAWN CHECKED DM/CLM AS/GM DATE 05.22.2017 REVISIONS E SHEET S4. 10, 8