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Home My WebLink AboutPlan, Final APPLICANT 1/4/2022 (2)HAMLIN MIDDLE SCHOOL BASEBALL TEAM /RESTROOM BUILDING ARCHITECTURAL SYMBOLS ARCHITECTURAL ABBREVIATIONS (91& DOOR NUMBER ACC ACOUSTICAL CEILING CLOUD LAM LAMINATED RELITE NUMBER ACT ACOUSTICAL CEILING TILE LIN LINOLEUM ADA AMERICANS WITH DISABILITIES ACT MAS MASONRY KEYNOTE AFF ABOVE FINISH FLOOR MAX MAXIMUM AL /ALUM ALUMINUM MB MARKER BOARD F61 WALL THICKNESS/ ANSI AMERICAN NATIONAL STANDARDS MC METAL CEILING - WALL TYPE WITH INSULATION INSTITUTE MECH MECHANICAL APPROX APPROXIMATELY MIN MINIMUM 6 WALL THICKNESS/ ARCH ARCHITECTURAL MP METAL PANEL ql WALL TYPE WITHOUT INSULATION ASTM AMERICAN SOCIETY FOR MS MOP SINK TESTING MATERIALS MTL METAL AWP ` ACOUSTICAL WALL PANEL NA NOT APPLICABLE CEILING HEIGHT @ AT NIC NOT IN CONTRACT BD BOARD NO NUMBER CT -X MATERIAL FINISH BLDG BUILDING NTS NOTTOSCALE J ACCESSORY TAG B.C. BOTTOM OF OC ON CENTER BV BRICK VENEER OFCT OWNER FURNISHED cc COLORED CONCRETE CONTRACTOR INSTALLED (Q j GRID REFERENCE cJ CONTROL JOIN OFOI OWNER FURNISHED OWNER CMU CONCRETE MASONRY UNIT INSTALLED RM NAME ROOM NAME / NUMBER CMUV CONCRETE MASONRY UNIT VENEER OP OPERABLE PARMON 1-0-11 COL COLUMN OPP OPPOSITE CONC'. CONCRETE P PAINT 1fl BID ALTERNATE CONT CONTINUOUS PC PRECAST CONCRETE COORD COORDINATE PLAS PORTLAND CEMENT PLASTER CPT CARPET PL / PLAM PLASTIC LAMINATE CT CERAMIC TILE PR PAIR X CTR CENTER PS PAINT SYSTEM 31 EXTERIOR ELEVATION PT PRESSURE TREATED EL CENTER UNE PVC POLYVINYL CHLORIDE A DIA OR O DIAMETER PWD 1 PLY WD PLYWOOD DIM DIMENSION QT QUARRY TILE DB INTERIOR ELEVATION DN DOWN RB RUBBER BASE 51 E C DR DOOR RBF RUBBER FLOORING DRP DRAPERY RD ROOF DRAIN DS DOWNSPOUT REF REFERENCE DTL DETAIL REQ. REQUIREMENT I BUILDING SECTION qy,l EA EACH READ REQUIRED ELEC ELECTRIC RF ROOF EL/ELEV ELEVATION RM ROOM 1 WALL SECTION EM ENTRY MAT RO ROUGH OPENING 4.10 EQ EQUAL SAME SELFADHERED EXT EXTERIOR MEMBRANE FLASHING O EXP JT EXPANSION JOINT Sc SEALED CONCRETE DETAIL REFERENCE FAF FLUID APPLIED FLOORING SEC/SECT SECTION FCS FIBER CEMENT SIDING SF SQUARE FEET BUILDING SECTOR FE FIRE EXTINGUISHER SHT SHEET SECTOR A MATCH LINE FEC FIRE EXTINGUISHER CABINET SIM SIMILAR FF FINISH FLOOR SS STAINLESS STEEL FOM FACE OF MASONRY STC STAINED OR DYED CONCRETE FOS FACE OF STUD STD STANDARD FRP FIBERGLASS REINFORCED PLASTIC STL STEEL FT FOOT, FEET ST STONE TILE GA GAUGE {o\ STN STONE GALV GALVANIZED �� STRUCT STRUCTURAL GWB GYPSUM WALL BOARD SV SHEET VINYL GYP GYPSUM TB TACK BOARD HB HOSE BIBB TEMP TEMPERED HC HANDICAPPED T.O. TOP OF HDWR HARDWARE TSTL TUBE STEEL HORIZ HORIZONTAL TWS TACK WALL SURFACE HS HOLLOW STEEL TYP TYPICAL HT HEIGHT UL UNDERWRITERS LABORATORY IN INCH, INCHES UNO UNLESS NOTED OTHERWISE INSUL INSULATION VERT VERTICAL INT INTERIOR VCT VINYL COMPOSITION TILE JT JOINT VWC VINYL WALL COVERING WAF WOOD ATHLETIC FLOOR WC WOOD CEILING WD WOOD WRB WEATHER RESISTANT BARRIER WSCT WAINSCOT PROJECT DESCRIPTION The project is comprised of two team / locker rooms and a toilet room facility under one roof. The project is to be constructed on the Hamlin Middle School grounds, adjacent to the baseball fields. Construction Type is V -B, and includes structural CMU, wood and steel roof structure with sheet metal roofing, and metal wall panels. The project also includes concrete walks to connect to existing walkways. PROPERTY INFORMATION TAX MAP / TAX LOT: TM 17032634 / TL6200 DEFERRED SUBMITTALS PRE-ENGINEERED WOOD I -JOIST SHOP DRAWINGS PERMITTING SITE PLAN REVIEW:811-21-000168-TYP 2 VICINITY MAP DRAWING INDEX GENERAL G0.00 COVER SHEET G0.01 CODE ANALYSIS AND OCCUPANCY PLAN CIVIL SHEET I SITE ASSESSMENT SHEET 2 SITE PLAN SHEET 3 UTILITY PLAN ARCHITECTURAL A1.01 ARCHITECTURAL SITE PLAN A2.01 FLOOR PLAN AND ROOF PLAN A3.01 EXTERIOR ELEVATIONS A3.02 EXTERIOR ELEVATIONS A4.01 BUILDING SECTIONS A4.02 WALL SECTIONS A5.01 INTERIOR ELEVATIONS A6.01 REFLECTED CEILING PLAN A8.01 SCHEDULES: DOOR, WINDOW, FINISH A8.10 DETAILS A8.11 DETAILS STRUCTURAL 50.01 GENERAL STRUCTURAL NOTES & DRAWING INDEX 50.02 SPECIAL INSPECTIONS TABLES 52.01 FOUNDATION PLAN 52.21 ROOF FRAMING PLAN 55.01 STRUCTURAL DETAILS: FOUNDATION 56.01 STRUCTURAL DETAILS: FRAMING MECHANICAL M0.01 MECHANICAL LEGEND & GENERAL NOTES M1.21 MECHANICAL SCHEDULES M5.01 MECHANICAL FLOOR PLAN M6.01 MECHANICAL DETAILS PLUMBING P0.01 PLUMBING LEGEND & GENERAL NOTES P1.10 FOUNDATION PLAN PI.21 FLOOR PLAN P5.01 PLUMBING DETAILS P6.01 PLUMBING SCHEDULES ELECTRICAL VD E0.01 ELECTRICAL SYMBOL SCHEDULE Ei.01 ELECTRICAL SITE PLAN E1.10 ONE -LINE DIAGRAM AND PANEL SCHEDULE E2.01 LIGHTING PLAN AND SCHEDULE E3.01 POWER PLAN E4.01 MECHANICAL CONNECTION PLAN E6.01 COMMUNICATIONS AND SECURITY PLAN PROJECT TEAM OWNER: Springfield Public Schools 525 Mill Street Springfield, OR 97477 Contact: Brett Yancey Phone: (541) 726-3206 Email: brett.yancey@springfield.ki 2.or.us CIVIL ENGINEER: Favreau Engineering 2206 Country Haven Drive Eugene, OR 97408 Contact: Eric Favreau Phone: (541) 556-5425 Email: favreaueng@gmaii.com ARCHITECT: BBT Architects 1140 SW Simpson Ave, Suite 200 Bend, OR 97702 Contact: Kevin Shaver Phone: (541) 382-5535 Email: kshaver@bbtarchitects.com STRUCTURAL ENGINEER:. Walker Structural Engineering 2863 NW Crossing Drive, Suite 201 Bend, OR 97701 Contact: Craig Davis Phone: (541) 330-6869 Email: cdovis@wolkerse.com MECHANICAL / PLUMBING ENGINEERS: Systems West Engineering 411 High Street Eugene, OR 97401 Contact: Meredith Osborn Phone: (541) 342-7210 Email: mosborn@systemswestengineers.com ELECTRICAL j LOW VOLTAGE ENGINEER: Conley Engineering Inc 1433 Lakeside Court, Suite 100 Yakima, WA 98902 Contact: Mike Garretson Phone: (509) 895-0043 Email: mpg@coneng.com J O O N � W m G � oO gO W m Z H Qp .5 W Z ` W W a U. = UZ •o = t/f C- W Vi 11--M N W Q VD O N O M L f d N N O i= UJ a ® > N M ` t i c o a 0 N� = C a E M I� U - P o fy O 'O EJH CHECKE � c J O O N � W m G � oO gO W m Z H Qp .5 W Z ` W W a U. = UZ •o = t/f C- W Vi 11--M N W Q m a i= f t i Lu W a N� - m JOB NU:BY: 2111 DRAWN EJH CHECKE KS SHEET TITLE COVER SHEET SHEET NUMBER G02 OCCUPANCY AND EXIT PLAN SCALE: 1/8'= P-9' BUILDING CODE SUMMARY GENERAL INFORMATION APPLICABLE BUILDING CODE: BUILDING DEPT. JURISDICTION: PROJECT DESCRIPTION: OCCUPANCY CATEGORY: OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: FIRE PROTECTION: 2019 OSSC CITY OF SPRINGFIELD NEW CONSTRUCTION OF BASEBALL TEAM / LOCKER ROOMS AND TOILET ROOM FACILITY II GROUP E -EDUCATIONAL V -B NONE ALLOWABLE AREA & HEIGHT TABLE 504.3, 504.4, AND 506.2 ALLOWABLE HEIGHT: 40', 2 STORIES ACTUAL HEIGHT: 18'. 1 STORY ALLOWABLE AREA: 9,500 SF ACTUAL AREA: 3,300 SF (INCLUDES EXTERIOR COVERED AREAS) EGRESS OCCUPANT LOAD (OSSC 1004.5): MAX EXIT ACCESS TRAVEL DISTANCE (OSSC 1017.2): MAX COMMON PATH OF EGRESS TRAVEL (OSSC 10062.1): EXIT SIGNAGE (OSSC 1003): SEE EGRESS PLAN 75' SEE ELECTRICAL LIGHTING PLANS AND EGRESS PLAN FIRE RESISTANCE RATINGS BUILDING ELEMENT (OSSC TABLE 601) STRUCTURAL FRAME 0 -HOUR BEARING WALLS: PROTECTED WHERE REQUIRED BY EXTERIOR 0 -HOUR INTERIOR 0 -HOUR NON-BEARING WALLS: NOT REQUIRED PER 705.11, IXC. I EXTERIOR 0 -HOUR INTERIOR O -HOUR FLOOR CONSTRUCTION t ROOF CONSTRUCTION 0 -HOUR AND FLOOR LEVELS, AND AT 10 FEET LOCKER ROOM LOCfR"RbOMkj F LEGEND � Q � d m ! H . 131 1 :. r I IV r , p N k-' 16 OCCUPANT LOAD @EXIT DISCHARGE EXTERIOR INTERIOR CL E L J NOTE: MINIMUM EGRESS & EXIT WIDTHS APPLY PER OSSC 1008.1.1 � b MAX TRAVEL UWANCE4,V �- , q -0 TTT _T_ -16 16 Q L.—.—. m 1 OFFICE OCCUPLIBLE AREA OF ROOM TSF)— FLUID APPLIED AR BARRIER a VMISTORAGE 3 1 ' OCCUPANT LOAD FACTOR _ i FEC o F'T'T TT �Q Q m OCCUPANCY AND EXIT PLAN SCALE: 1/8'= P-9' BUILDING CODE SUMMARY GENERAL INFORMATION APPLICABLE BUILDING CODE: BUILDING DEPT. JURISDICTION: PROJECT DESCRIPTION: OCCUPANCY CATEGORY: OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: FIRE PROTECTION: 2019 OSSC CITY OF SPRINGFIELD NEW CONSTRUCTION OF BASEBALL TEAM / LOCKER ROOMS AND TOILET ROOM FACILITY II GROUP E -EDUCATIONAL V -B NONE ALLOWABLE AREA & HEIGHT TABLE 504.3, 504.4, AND 506.2 ALLOWABLE HEIGHT: 40', 2 STORIES ACTUAL HEIGHT: 18'. 1 STORY ALLOWABLE AREA: 9,500 SF ACTUAL AREA: 3,300 SF (INCLUDES EXTERIOR COVERED AREAS) EGRESS OCCUPANT LOAD (OSSC 1004.5): MAX EXIT ACCESS TRAVEL DISTANCE (OSSC 1017.2): MAX COMMON PATH OF EGRESS TRAVEL (OSSC 10062.1): EXIT SIGNAGE (OSSC 1003): SEE EGRESS PLAN 75' SEE ELECTRICAL LIGHTING PLANS AND EGRESS PLAN FIRE RESISTANCE RATINGS BUILDING ELEMENT (OSSC TABLE 601) STRUCTURAL FRAME 0 -HOUR BEARING WALLS: PROTECTED WHERE REQUIRED BY EXTERIOR 0 -HOUR INTERIOR 0 -HOUR NON-BEARING WALLS: NOT REQUIRED PER 705.11, IXC. I EXTERIOR 0 -HOUR INTERIOR O -HOUR FLOOR CONSTRUCTION O -HOUR ROOF CONSTRUCTION 0 -HOUR AND FLOOR LEVELS, AND AT 10 FEET LOCfR"RbOMkj F LEGEND � Q � °e o m ! H 131 1 :. 0---e COMMON PATH OF TRAVEL DISTANCEki I IV r , p N k-' 16 OCCUPANT LOAD @EXIT DISCHARGE EXTERIOR INTERIOR CL E L J NOTE: MINIMUM EGRESS & EXIT WIDTHS APPLY PER OSSC 1008.1.1 � b P m O q -0 CMU SEARING WALL Q m 1 OCCUPLIBLE AREA OF ROOM TSF)— FLUID APPLIED AR BARRIER a OCCUPANT LOAD FACTOR _ i FEC o F'T'T TT �Q Q m loop tpp 2" RIGID INSULATION W/ 1p t MIN NUMBER OF EXITS REQUIRED 'Z' FURRING @ 24" O.C. RUN HORIZONTALLY RESULTANT OCCUPANT LOAD OFFICE - _ �,, 7/8"1IAT CHANNEL@ STORAGE len w .. ® LIGMED EXB SIGN -SEE ELECTRICAL 24''O.C. 3 I — ✓p FIRE EXBNGUiSHER IN CABINET FEC NOTE: SEE SPECIFICATIONS, SECTION 10990 FOR METAL PANEL TYPE AND SIZE OF FIRE EXTINGUISHERS OCCUPANCY AND EXIT PLAN SCALE: 1/8'= P-9' BUILDING CODE SUMMARY GENERAL INFORMATION APPLICABLE BUILDING CODE: BUILDING DEPT. JURISDICTION: PROJECT DESCRIPTION: OCCUPANCY CATEGORY: OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: FIRE PROTECTION: 2019 OSSC CITY OF SPRINGFIELD NEW CONSTRUCTION OF BASEBALL TEAM / LOCKER ROOMS AND TOILET ROOM FACILITY II GROUP E -EDUCATIONAL V -B NONE ALLOWABLE AREA & HEIGHT TABLE 504.3, 504.4, AND 506.2 ALLOWABLE HEIGHT: 40', 2 STORIES ACTUAL HEIGHT: 18'. 1 STORY ALLOWABLE AREA: 9,500 SF ACTUAL AREA: 3,300 SF (INCLUDES EXTERIOR COVERED AREAS) EGRESS OCCUPANT LOAD (OSSC 1004.5): MAX EXIT ACCESS TRAVEL DISTANCE (OSSC 1017.2): MAX COMMON PATH OF EGRESS TRAVEL (OSSC 10062.1): EXIT SIGNAGE (OSSC 1003): SEE EGRESS PLAN 75' SEE ELECTRICAL LIGHTING PLANS AND EGRESS PLAN FIRE RESISTANCE RATINGS BUILDING ELEMENT (OSSC TABLE 601) STRUCTURAL FRAME 0 -HOUR BEARING WALLS: PROTECTED WHERE REQUIRED BY EXTERIOR 0 -HOUR INTERIOR 0 -HOUR NON-BEARING WALLS: NOT REQUIRED PER 705.11, IXC. I EXTERIOR 0 -HOUR INTERIOR O -HOUR FLOOR CONSTRUCTION O -HOUR ROOF CONSTRUCTION 0 -HOUR EXTERIOR WALL CONSTRUCTION (OSSC TABLE 602): FSD? 30' O -HOUR 10' < FSD <39 O -HOUR OPENINGS IN EXTERIOR WALLS (OSSC TABLE 705.8): FSD = 10' TO LESS THAN 15 (WEST WALL) 70 SF (15%) ALLOWED; 25 SF ACTUAL FSD = 30' OR GREATER NO LIMIT RATED SEPARATIONS & INTERIOR WALL/FLOOR/CEILING ASSEMBLIES OCCUPANCY SEPARATION RATED ASSEMBLY DUCT PENETRATIONS PROTECTED WHERE REQUIRED BY d SECTION 713, 714, AND MECHANICAL B & ELECTRICAL CODES PARAPETS NOT REQUIRED PER 705.11, IXC. I ELECTRICAL ROOM NON -RATED FIREBLOCKING AS REQUIRED PER 7182; PROVIDE edea eda IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS AT CEILING AND FLOOR LEVELS, AND AT 10 FEET MAX IN BETWEEN DRAFTSTOPPING IN ATTICS NOT REQUIRED PER 718.4 PLUMBING FIXTURE COUNT (OSSC TABLE 2402.1) GROUP A: ASSEMBLY IBLEACHERS) BLEACHER CAPACITY IS 1,950. HOWEVER, STANDARD MAXIMUM USE OF THE BLEACHERS IS EXPECTED TO BE APPROXIMATELY 300 PEOPLE TOILET FIXTURE COUNT IS BASED ON THE STANDARD MAXIMUM USE. IN THE CASE OF AN EVENT EXPECTED TO REACH HIGHER BLEACHER OCCUPANCY, A COMBINATION OF PORTABLE TOILETS AND USE OF TOILET ROOMS IN THE SCHOOL GYM WING WILL BE ENACTED. NUMBER OF OCCUPANTS: WATER CLOSETS REQUIRED MALE 2 (1 PER 75) PROVIDED MALE: 2 WC, 2 URINALS LAVATORIES REQUIRED MALE: 1 (1 PER 2001 PROVIDED MALE:2 REQUIRED: 1 PROVIDED:2 ENERGY EFFICIENCY APPLICABLE CODES: CLIMATE ZONE ROOF INSULATION: WALL INSULATION: FLOOR SLAB INSULATION: 30D (150 MALE 1 150 FEMALE) REQUIRED FEMALE: 4 (1 PER 401 PROVIDED FEMALE 4 REQUIRED FEMALE 111 PER 150) PROVIDED FEMALE 2 2019 OSSC, 2021 OEESC, ASHRAE 90.1-2019 4 R30 C.I. MASS WALLS, R-9.5 C.I. UNHEATED, R-15 FOR 24" EXTERIOR WALL TYPE - El t F" SUALL:? =T -U PAINTED CMU WALL ROOF ASSEMBLY - RI S= METAL ROOFING UNDERLAYMENT NAILABLE ROOF BASE INSULATION RIGID INSULATION INSULATION UNDERLAYMENT PLYWOOD SHEATHING SUPPORT FRAMING EXTERIOR APPLIED AIR BARRIER T RIGID INSULATION W/ 'T FURRING @ 24" O.C. RUN HORIZONTALLY AIRSPACE W/CAVITY DRAINAGE MATERIAL BRICK VENEER WAINSCOT EXTERIOR WALL TYPE - E2 GYPSUM BOARD IT. GYPSUM BOARD NOTE: GYP BD ONE SIDE ONLY @ SIM FLOOR FINISH PER cYlalGl RIGID INSULATION: R-10 @ 24" WIDE AT FOUNDATION PERIM. TYP. ALL LOCATIONS STRUCTURAL/GEO TECH t— EJ_i tL ui o �RENEE DER (r BEND, OREGON OF®7 lL Il J ° d d B Ol P L N N edea eda w a � Q � °e o m ! H d r p N m o = CL E n ^ PAINTED CMU WALL ROOF ASSEMBLY - RI S= METAL ROOFING UNDERLAYMENT NAILABLE ROOF BASE INSULATION RIGID INSULATION INSULATION UNDERLAYMENT PLYWOOD SHEATHING SUPPORT FRAMING EXTERIOR APPLIED AIR BARRIER T RIGID INSULATION W/ 'T FURRING @ 24" O.C. RUN HORIZONTALLY AIRSPACE W/CAVITY DRAINAGE MATERIAL BRICK VENEER WAINSCOT EXTERIOR WALL TYPE - E2 GYPSUM BOARD IT. GYPSUM BOARD NOTE: GYP BD ONE SIDE ONLY @ SIM FLOOR FINISH PER cYlalGl RIGID INSULATION: R-10 @ 24" WIDE AT FOUNDATION PERIM. TYP. ALL LOCATIONS STRUCTURAL/GEO TECH t— EJ_i tL ui o �RENEE DER (r BEND, OREGON OF®7 SHEET TITLE CODESUMMARY OCCUPANCY PLAN ASSEMBLY TYPES SHEET NUMBER G0.0� lL � Y: EAW E1H BY: O Ol P L N N w w � Q � m ! H r p N m o = CL E n ^ v � b P m O q -0 Q m SHEET TITLE CODESUMMARY OCCUPANCY PLAN ASSEMBLY TYPES SHEET NUMBER G0.0� lL � Y: EAW E1H BY: KS Q P Q r L7 W a �Q Q m SHEET TITLE CODESUMMARY OCCUPANCY PLAN ASSEMBLY TYPES SHEET NUMBER G0.0� ER: 2111 Y: EAW E1H BY: KS SHEET TITLE CODESUMMARY OCCUPANCY PLAN ASSEMBLY TYPES SHEET NUMBER G0.0� Ll Cl U U 2 W LL. o J z w � Q LED Z Z E- a Q (1) LLJ 0 3 H m GRADE SIDEWALK TO PDRAIN T(�NOR1H f MATCH E 21 21 d -.--/MAT E �`'� ,r• '.._ L--GRADE TO DRAM O r • t N ♦� a �_ ` x 2 _� �.-- .•4 X5024 _ '� 45024 WLIC ' x r J F z MATCH €X q ` • 450. _ t I ( 32 FS I I 50.28 MAT - _ 4 P CTtlRAI ""�Rlrjj 1� � o FF 45040 � � I J 1450.32 FS �'- ' - •- - t ! 450.08 FS �'� - r 449.91 • 'y 450.18 FS �� \ ✓ a �w 1 -,�- 45028 FSS ti- EX. 6" SD � �i a -- a a`` q _ -- - -- ---� - `=a a FX B! DG. - 4 0 FF = 449.58 = z _.. d O. T177, 1, s` V\ r v, o d i f C? F Y s � _ f ¢ r T- ! I m W Q 0 b LLJ } �m Q ac z� w La �n N Z tva N W 0. GRAPHIC SCALE 4a m a xo zo w eo CONSTRUCTION NOTES �$^ PROF ( IN FEET) 2t CONSTRUCT 6' THICK CONCRETENs�A�ssipg 1 inch = 20 tt_ O > W f^ r CENTRAL NOTE: SEE ARCHITECTURAL PLANS FOR BLEACHERS AND BUILDING DETAILS e ao•� - SHEET 2 OF 3 GRAPHIC SCALE yp q W 20 0 ( IN FEET ) 1 ix h = 20 fC CONSTRUCTION NOTES {T�4 CONNECT TO EXISTING WASTEWATER LINE AND INSTALL EJECTOR PUMP PER PLUMBING PLANS 75 WATER LINE TO BE RELOCATED BY SUB 7&. INSTALL 2' WATER LATERAL AND WATER METER Q INSTALL 2" HDPE WATER SERWCE t$ CONNECT DRAIN TILE TO STORM LATERAL T9 CONSTRUCT 4" PVC DRAIN TILE AND CONNECT TO DOWN SPOUTS AS SHOWN ON ARCHITECTURAL PLANS GENERAL NOTE: SEE ARCHITECTURAL PLANS FOR BUILDING DETAILS IV O a a O Q J U U z w V4iy a o -io O LLJ G O �g z r a J Z � Z o � J (n 0- cn Y Q0W o = r� � m ua IV O a a p PROp� fa�C J- FAVR`'-PJ aa� nova SHEET 3 OF 3 V4iy Th to p PROp� fa�C J- FAVR`'-PJ aa� nova SHEET 3 OF 3 SITE s HAMUN 2000 SPRI HIGH VICINITY MAP NO SCALE ZONING AND METRO PLAN DESIGNATION OF PROPERTIES WITHIN 100 FEET OF THE SITE PER SDC 35.040(1)(i): DIRECTION ZONING & METRO PLAN DESIGNATION NORTH LOW DENSITY RESIDENTIAL SOUTH LOW DENSITY RESIDENTIAL EAST LOW DENSITY RESIDENTIAL WEST LOW DENSITY RESIDENTIAL SHEET INDEX I SITE ASSESSMENT OF EXISTING CONDITIONS 2 SITE PLAN & GRADING PLAN 3 UTILITY PLAN LEGEND -- ----- EXISTING MAJOR CONTOUR AND ELEVATION - - - - -- EXISTING MINOR CONTOUR EX. 12" S.D. EXISTING STORM DRAIN AND SIZE EX. 8" W.W. EXISTING WASTE WATER AND SIZE EX. 8" W EXISTING WATER LINE AND SIZE —5 -YEAR TT-- EXISTING TIME OF TRAVEL LINES EXISTING SIGN EXISTING STREET LIGHT FIRE HYDRANT O^ EXISTING WASTEWATER MANHOLE 4` EXISTING STORM DRAIN MANHOLE EXISTING IRRIGATION BOX v EXISTING IRRIGATION VALVE o EXISTING AREA DRAIN ' EXISTING TREE t � J EX BLDG, , EL = 449,58 i NOTES: i 1. APPLICANT/OWNER: SPRINGFIELD SCHOOL DISTRICT 19 2. APPLICANT'S REPRESENTATIVE: - - FAVREAU ENGINEERING. 2206 COUNTRY HAVEN DR, EUGENE, OR 97408, 541-556-4425. 3, 17-03-36-12 TAX LOT 100 4, WATER, POWER, GAS, TELEPHONE AND CABLE SHALL BE LOCATED IN THE PUBLIC RIGHT OF WAY. 6. OMIT 7. ELECTRICAL TRANSFORMER LOCATIONS SHALL BE DETERMINED DURING THE DESIGN PHASES 8. SEE VEGETATION PLAN FOR STREET TREES AND ADDITIONAL PLANTINGS. 9. DEVELOPMENT AREA = 6,000 SQUARE FEET 10. PROPOSED RIGHT OF WAY = 0.0 ACRES 71- PROPOSED IMPERVIOUS AREA = 4,000 SQUARE FEET. 1Z THE PROPOSED DEVELOPMENT IS RECREATIONAL SPACE 13. GROSS FLOOR AREA, PARKING AND LANDSCAPE AREA CALCULATIONS ARE NOT APPLICABLE TO THIS APPLICATION. 14. OPEN SPACE: 1,8DO SQUARE FEET 15. ZONING AND COMPREHENSIVE PLAN LAND USE DESIGNATION: PUBLIC LAND AND OPEN SPACE 16. BENCHMARK: BC AI N EDGE AC 5' W OF STOP SIGN, NEC INTERSECTION "RIM) BM 1964" ELEV. = 472.43 \ -- (NAVE 1988). 17, THE NEAREST FIRE HYDRANT IS LOCATED APPROXIMATELY 50' NE OF THE PROPOSED BUILDING. SOIL TYPES- #32 COBURG, SOIL GROUP C, MODERATELY WELL DRAINED NOTICE TO CONTRACTOR ENGINEEWSTE FOR DETAILED SOIL INFORMATION, PLEASE SEE SOILS REPORT FROM THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANCES EARTH ENGINEERS, INC. OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES TO OR USES OF THESE PLANS ALL CHANGES TO THE PLANS MUST HE IN WRITING AND MUST BE APPROVED BY EXCEPT THOSE SHOWN ON THIS PLAN. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO THE PREPARER OF THESE PLANS AND THE CITY OF SPRINGFIELD. CONSTRUCTION CONTRACTOR AGREES THAT IN FEMA PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE F THE PROTECTION Y T THESE N STRUCTURES. Y ESTIMATED FOR J SITE CONDIH DURING THE COURSE Of RESPONSIBLE OR E OTEC ON OF AND AN DAMAGE 0 ESE UES OR STRUC 5 AN E ATED �. UIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY OB lE ONS THE SITE IS ZONE 'X' AS SHOWN ON FIRM COMMUNITY PANEL NO. 41039C1134 F, RLQ QUANTITIES HEREON ARE ONLY FOR THE PURPOSE OF OBTAINING THE NECESSARY PERMITS, AND fAVREAU ENGINEERING CANS (RUCTION OF THE PROJECT INCLUDING SAFETY OF ALF. PERSONS AND PROPERTY, THAT THIS REQUIREMENT DATED 2 JUNE 1999. NO BASE FLOOD ELEVATION DETERMINED DOES NOT GUARANTEE THE ACCURACY OF THE ESTIMATED QUANTITIES. THE CONTRACTOR SHALL. PERFORM HIS OWN SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION QUANTITY TAKEOFF BEFORE SUBMITTING A BID FOR ANY PORTION OF THE IMPROVEMENTS COVERED BY THESE PLANS. CONTRACTOR FURTHER AGREES TO DEFEND INDEMNIFY AND HOLD DESIGN PROFESSIONALS HARMLESS FROM ANY WELLHEAD PROTECTION THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS INCLUDING POTHOLING AND LOCATING EXISTING AND ALL UABUTY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, UNDERGROUND UTILITIES AND SHALL REPORT DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK. EXCEPTING MABIJTY ARISING FROM THE STILL NEGLIGENCE OF DESIGN PROFESSIONAL SITE IS LOCATED WITHIN THE 10 YEAR AND 20 YEAR TIME OF TRAVEL ZONE. GRAPHIC SCALE 2} 0 v 20 _._ ¢� m { IN FEET ) I irmh = 20 IG 4f` ( o o U NU J a i' � I? J t N L N r) oW (j S f w { ro {{E- Ln cc G �m Z < i z I— o w°- Li_ J W 0 m EL Q i NOTES: i 1. APPLICANT/OWNER: SPRINGFIELD SCHOOL DISTRICT 19 2. APPLICANT'S REPRESENTATIVE: - - FAVREAU ENGINEERING. 2206 COUNTRY HAVEN DR, EUGENE, OR 97408, 541-556-4425. 3, 17-03-36-12 TAX LOT 100 4, WATER, POWER, GAS, TELEPHONE AND CABLE SHALL BE LOCATED IN THE PUBLIC RIGHT OF WAY. 6. OMIT 7. ELECTRICAL TRANSFORMER LOCATIONS SHALL BE DETERMINED DURING THE DESIGN PHASES 8. SEE VEGETATION PLAN FOR STREET TREES AND ADDITIONAL PLANTINGS. 9. DEVELOPMENT AREA = 6,000 SQUARE FEET 10. PROPOSED RIGHT OF WAY = 0.0 ACRES 71- PROPOSED IMPERVIOUS AREA = 4,000 SQUARE FEET. 1Z THE PROPOSED DEVELOPMENT IS RECREATIONAL SPACE 13. GROSS FLOOR AREA, PARKING AND LANDSCAPE AREA CALCULATIONS ARE NOT APPLICABLE TO THIS APPLICATION. 14. OPEN SPACE: 1,8DO SQUARE FEET 15. ZONING AND COMPREHENSIVE PLAN LAND USE DESIGNATION: PUBLIC LAND AND OPEN SPACE 16. BENCHMARK: BC AI N EDGE AC 5' W OF STOP SIGN, NEC INTERSECTION "RIM) BM 1964" ELEV. = 472.43 \ -- (NAVE 1988). 17, THE NEAREST FIRE HYDRANT IS LOCATED APPROXIMATELY 50' NE OF THE PROPOSED BUILDING. SOIL TYPES- #32 COBURG, SOIL GROUP C, MODERATELY WELL DRAINED NOTICE TO CONTRACTOR ENGINEEWSTE FOR DETAILED SOIL INFORMATION, PLEASE SEE SOILS REPORT FROM THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANCES EARTH ENGINEERS, INC. OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES TO OR USES OF THESE PLANS ALL CHANGES TO THE PLANS MUST HE IN WRITING AND MUST BE APPROVED BY EXCEPT THOSE SHOWN ON THIS PLAN. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO THE PREPARER OF THESE PLANS AND THE CITY OF SPRINGFIELD. CONSTRUCTION CONTRACTOR AGREES THAT IN FEMA PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE F THE PROTECTION Y T THESE N STRUCTURES. Y ESTIMATED FOR J SITE CONDIH DURING THE COURSE Of RESPONSIBLE OR E OTEC ON OF AND AN DAMAGE 0 ESE UES OR STRUC 5 AN E ATED �. UIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY OB lE ONS THE SITE IS ZONE 'X' AS SHOWN ON FIRM COMMUNITY PANEL NO. 41039C1134 F, RLQ QUANTITIES HEREON ARE ONLY FOR THE PURPOSE OF OBTAINING THE NECESSARY PERMITS, AND fAVREAU ENGINEERING CANS (RUCTION OF THE PROJECT INCLUDING SAFETY OF ALF. PERSONS AND PROPERTY, THAT THIS REQUIREMENT DATED 2 JUNE 1999. NO BASE FLOOD ELEVATION DETERMINED DOES NOT GUARANTEE THE ACCURACY OF THE ESTIMATED QUANTITIES. THE CONTRACTOR SHALL. PERFORM HIS OWN SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION QUANTITY TAKEOFF BEFORE SUBMITTING A BID FOR ANY PORTION OF THE IMPROVEMENTS COVERED BY THESE PLANS. CONTRACTOR FURTHER AGREES TO DEFEND INDEMNIFY AND HOLD DESIGN PROFESSIONALS HARMLESS FROM ANY WELLHEAD PROTECTION THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS INCLUDING POTHOLING AND LOCATING EXISTING AND ALL UABUTY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, UNDERGROUND UTILITIES AND SHALL REPORT DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK. EXCEPTING MABIJTY ARISING FROM THE STILL NEGLIGENCE OF DESIGN PROFESSIONAL SITE IS LOCATED WITHIN THE 10 YEAR AND 20 YEAR TIME OF TRAVEL ZONE. GRAPHIC SCALE 2} 0 v 20 _._ ¢� m { IN FEET ) I irmh = 20 IG 4f` ( o o U NU J a 1 � I? J t N L N r) oW (j S f w { ro {{E- Ln cc G J a o o U NU J a c � I? J L,1_ N O N r) oW w N ro {{E- Ln cc G �m Z < Q z I— o w°- Li_ J W 0 m EL Q ry O 3 I w 0 N W o U , LmCs Q w a n O Z P:O m a N 01> o W n, w 0 S z ( i c � N O Z N m I O N ro {{E- �m O I � r O 0 m EL X Q Q w 0 N W o LmCs Q n O Z P:O m a N 01> o W n, w 0 S z ( i c � Z N m {{E- �m a za -- 0 m 9 m O .—.._. 0 N W LmCs w P"o 02, z° Ail f d. EAVRE SHEET 1 OF 3 EXISTING STORAGE Y BATTING CAGE BWUD!F1G ..sw..................�,. • r 0 gg ..... o y ••• O i.. L'"m+ate •� QLOIOU TAX V 111f,''IIi i O. • - r ., ��•...--. - � 1Ii I10 •:/ l� �'t L•. '. oT : ��:� ��tT�aYr"��it■f • I J 'iu�\t� 1 �j aa:�P�yiisiia.�•=ter �O\ 'Z001 ■ �•`a r L� Ii J O: ' �It TTT''"""uiai�ERS 'o •�Mo r, fS 1 HU, i r ■roi �:�� a.:o `•'moo:a` o° �..� c °jCl a aHUM CONCRETE PAD EOR CONDENSNG UNITS AND TRANSFORMER; SRETO ALLOW EOR REQUIRED EQUIPMENT CLEARANCES 11 -- ------ --------- I I 1 1 1 1 I 1 1 JsGSFFOOT�nG I 1 l 1 i I t 1 I i t I I I 1• 1 1 OUTLINE OF BULDING I SHOWN DASHED, TYP_ L— --- — —J L— J -�—-------J LINE OF ROOF j U J __.._ __. _ _.__.. _ IT . NEW CONCRETE WALKSSHOWN HAICH, GENFR LNCU SEE GENERAL NOTE2 (12, PARTIAL SITE PLAN SCALE: 1116'= V -q GENERAL NOTES I. LOCATE NEW BUILDING 2U' -W MNWIUM FROM BACK OF NEW BLEACHERS: ENURE EASEMENT AT RE -LOCATED WATER LINE IS MAINTAINED. SEE CNK DRAWINGS TO COORDINATE FINAL LOCATION OF BUKD ING 2. ALL WALKWAYS ARE TO MELT ADA ACCESSIBRITY REQUIREMENTS OF. CURRENT ICC A 117.1 -MAX 5% RUNNING SLOPE, MAX 2% CROSS SLOPE, AND MAX j" CHANGE N SURFACE LEVEL AT ENTRANCES. a NEW BLEACHERS, PRESS BOX, AND ASSOCAATED HRDSCAPE ARE UNDER SEPARATE CONTRACT. COORDINATE WORK Of THIS CONTRACT WITH BLEACHER WORK. 4. MODIFY, REPAIR S RELOCATE EXSTNG IRRIGATION SYSTEM AS w REQUIRED TO HAVE A COMPLETE AND HINCHONING (—. IRRIGATION SYSTEM. W o TV) 5. PATCH AND REPAIR LANDSCAPE AREAS DISTURBED BY (--- CONSTRUCTION. a H N 5 6. NEW BUILDING ISACCESSORY TO EXISTING SCHOOL AND ` NEW BLEACHERS UNDER SEPARATE CONTRACT. PARKING REQUIREMENTS ARE AS STATED N SHE PLAN REVIEW LU (811-21-800168). (L F J w DRAWN BY: O CHECKED BY: KS o w P n a H N Q m N U � a 0 m m ,• g0 LIJ c CJ oa W LuLu o _ O � n n LU V 3 w 0 tc Inn LY c v R C Q r All J w DRAWN BY: O CHECKED BY: KS O Q P N Q U O 0 m Z H g0 LIJ Z d CJ !� W LuLu U W LU ♦o N i-- tc Inn JOB NUMBER: w DRAWN BY: EJH CHECKED BY: KS Q P Q m D ELI ri m JOB NUMBER: 2111 DRAWN BY: EJH CHECKED BY: KS SHEET TITLE SITE PLAN SHEET NUMBER A] s01 VI 07 397 t FLOOR PLAN ` 0 2.0 SCALE: 1/4"=1'-0 PROJECT NORTH LINE OF BUILDING -f BELOW SHOWN DASHED 4,9 el 4.9 0 DS DS CONTINUOUS 491 4.0 49 GUTTER 2 ROOF PLAN 2.0 SCALE: 1 /8" = 1'-0" PROJECT NORTH to GENERAL NOTES A. SEE GO -01 FOR CODE INFORMATION AND WALL TYPES. B. SEE AB.OI FOR DOOR AND WINDOW SCHEDULES. C. ALL EXTERIOR WALLS TO BE TYPE El, WITH A BRICK VENEER WAINSCOT TO 3'-4" (WALL TYPE E2) WHERE SHOWN ON ELEVATIONS. D, ALL INTERIOR WALLS TO BE TYPE Al UNLESS NOTED OTHERWISE ON PLANS E. ALL EXTERIOR DIMENSIONS ARE TO FACE OF FOUNDATION OR CENTERLINE OF WINDOWS AND DOORS, UNLESS NOTED OTHERWISE. R ALL INTERIOR DIMENSIONS ARE TO FACE OF CMU WALL, UNLESS NOTED OTHERWISE. LEGEND n EXTERIOR B" CMU WALL INTERIOR 6" CMU WALL INTERIOR FRAMED WALL KEYNOTES ❑1 LOCKERS BY OWNER SHOWN DASHED OWNER INSTALLED GATES, SHOWN DASHED F31 FURR OUT WALL AND PROVIDE ROUGH -IN PLUMBING FOR FUTURE FIXTURES, SHOWN DASHED WALLTYPE WASHER/DRYEROFOI o HAND DRYER, OFOI; SEE ELECTRICAL u FOR MORE INFORMATION. QDRINKING FOUNTAINS, CFCI; SEE PLUMBING FOR MORE INFORMATION OWALLS TO C-6" HEIGHT. FRAME ENCLOSURE AT TOP OF WALLS AND CAP WITH GW & �1 WALL TO 6'-6" HEIGHT. CAP TOP OF Lei WALL WITH GWB. { �T FIRE EXTINGUISHER IN RECESSED Lt CABINET J O O H W mec � L � C] O > �p �} 09 m L N _QQ W Z IX zLu� Q \ z "- _ vz LU NFem 11-- co (A VY o N BY: L O tV � N N F c? Lai b 0 N 7 Q co(- P O a T w EcoP O A � v 3 P 4 b p 9 Q � m J O O H W mec � L � C] O > �p �} 09 m L N _QQ W Z IX zLu� Q \ z "- _ vz LU NFem 11-- co (A MBER: 2111N BY: E EJHED BY: KS F c? P Q m .n W a m MBER: 2111N BY: E EJHED BY: KS SHEET TITLE FLOOR PLAN ROOF PLAN SHEET NUMBER A2001 STANDING SEAM METAL ROOF, TYP. SHEET METAL WRAPPED FASCIA, TYP. VERTICAL METAL WALL PANEL, TYP. BRICK VENEER WAINSCOT, TYP. TYP. SHEET METAL WRAPPED FASCIA VERTICAL METAL WALL PANELS M SOUTH ELEVATION \�3.Oy SCALE: 1/4"= 1'-0" M EAST ELEVATION \63.0y SCALE: 1/4"=1'-0" t xa b CHECKED BY: KS o ai i �fl� Y 4P v 1! 1 m _ vsq `3, xsfw'{' U �SY � b � W � m b e c O H w O = a ^ O m � O V .r c m f � v W a m IL TYP. SHEET METAL WRAPPED FASCIA VERTICAL METAL WALL PANELS M SOUTH ELEVATION \�3.Oy SCALE: 1/4"= 1'-0" M EAST ELEVATION \63.0y SCALE: 1/4"=1'-0" TYP. OF (9) 4 NORTH ELEVATION 3,0 SCALE: ]/,V'= 1'4' 3 WEST ELEVATION .Q V SCALE i/4"=1.4r FAN MECHANICAL LOUVER, TYP. OF (5) t xa b CHECKED BY: KS o ai i �fl� Y 4P v 1! 1 m _ vsq `3, xsfw'{' U �SY � TYP. OF (9) 4 NORTH ELEVATION 3,0 SCALE: ]/,V'= 1'4' 3 WEST ELEVATION .Q V SCALE i/4"=1.4r FAN MECHANICAL LOUVER, TYP. OF (5) J O O H Lu m 930 >^ �O 9-01 Z H QO .a W Z �+ W W a ~ _ Lu ya C- Y.1 N d N I-- M H 1 1 ' I b CHECKED BY: KS o ai i N b b 1! 1 m _ vsq `3, xsfw'{' U �SY � b � W J O O H Lu m 930 >^ �O 9-01 Z H QO .a W Z �+ W W a ~ _ Lu ya C- Y.1 N d N I-- M H (!) o b CHECKED BY: KS o ai i N b b 1! 1 m _ 1 U m J O O H Lu m 930 >^ �O 9-01 Z H QO .a W Z �+ W W a ~ _ Lu ya C- Y.1 N d N I-- M H (!) o b CHECKED BY: KS o ai N b b m _ n U m b � W � m b e c O H w O = a ^ O m � O V .r c m J O O H Lu m 930 >^ �O 9-01 Z H QO .a W Z �+ W W a ~ _ Lu ya C- Y.1 N d N I-- M H JOB NUMBER: 2111 DRAWN BY: EJH CHECKED BY: KS a Q f m f � v W a m JOB NUMBER: 2111 DRAWN BY: EJH CHECKED BY: KS SHEET TITLE EXTERIOR ELEVATIONS SHEET NUMBER A3sO I BREEZEWAY 115 - EAST ELEVATION SCALE: 1(4"= l'-0" BREEZEWAY 116 - EAST ELEVATION SCALE: 1/4'= F-9' BREEZEWAY 115 - WEST ELEVATION SCALE: 1 /4' = 1'-O" BREEZEWAY 116 - WEST ELEVATION SCALE: 114'= F -O" i J O O N W 00 >� O�a m Z h ap .j W Z� U- Z _ uz v� W N&L V) 1— M N 2111 Y: E EJH BY: KS O A L N N � M N V W P N � Ld ^Q^ u 9 7 Ccor a O N O OL A coN V 3 P � N � a � G N J O O N W 00 >� O�a m Z h ap .j W Z� U- Z _ uz v� W N&L V) 1— M N BER: 2111 Y: E EJH BY: KS � M P ^Q^ u a N W : d � 0 N m BER: 2111 Y: E EJH BY: KS rA SHEET TITLE EXTERIOR ELEVATIONS SHEET NUMBER A3.02 rji-'� BUILDING SECTION t -1 SCALE: 114'= V-9' s BUILDING SECTION t -o SCALE: 1/4"= F-9' 1 2 BUILDING SECTION 4.0 SCALE: 1!4''=1'-4" 4 BUILDING SECTION t4.0 SCALE: 1/4'= F -Y' "Al u LA NUMBER:IKS 5499 RENEE P. ALEXANDER w SHEET TITLE BUILDING SECTIONS BEND, OREGON OF ;'O o� H N ® N N m U N � Cf N 7 4 « r C O N a O n E P L N � 3 0 a 0 � o v e � Q - m J g O O U 3 171 N Cm G � ad p m � .1 W Z� !� W LuJ Z W _ Uz N W d LU N d t/i H cq �n NUMBER:IKS [JOB DRAWN BY: CHECKED BY: w SHEET TITLE BUILDING SECTIONS Q m 0 a g 3 N us W d � tNl1 m NUMBER:IKS [JOB DRAWN BY: CHECKED BY: SHEET TITLE BUILDING SECTIONS SHEET NUMBER A4.01 WALL SECTION t .o SCALE: 1/2" =1'-9' -- 2 WALL SECTION cO.O SCALE: 1/7'=1'-0" 3 WALL SECTION 4.0 SCALE: 1/2"=1`-0° 4 WALL SECTION \64.0�1 SCALE. 1/2"=1'-0" 1 BER: Vi O N BY: KS O M H N N N • 93G Cm H G U1 V � YD O m 0% N O! ap W W Z O za • y� UA uJi r� _ 7 to rInO 1- Uz . 0- W V! 1— M h H m M O T � i G G^ n � ; P O M O '6 4 � Q Q d r BER: 2111Y: E O BY: KS O N W 93G Cm G O >^ O m 0% Z � N ap W Z CJ za G Q \ UA uJi r� _ to 1- Uz . 0- W V! 1— M h BER: 2111Y: E EJH BY: KS w Q P Q 1- m Q Lu 4 a ii o m BER: 2111Y: E EJH BY: KS 0 SHEET TITLE WALL SECTIONS SHEET NUMBER A4.02 0 0 1 WOMEN'S RESTROOM 108 5A1 SCALE: 1/4"=1'-9' 3 UMPIRE RM 106 5A SCALE: 114'= 1'-9' IIl JANITOR 107 \65.OV SCALE: 1/4"=i'-0" ADA STANDARDS: GENERAL REQUIREMENTS FOR RESTROOM FIXTURES AND ACCESSORIES A B 2 MEN'S RESTROOM 109 W.OV SCALE: ]/4"=F -G" GENERAL NOTES A- DON NOT SCALE THE DRAWINGS B. SEE KJA8.DX FOR TYPICAL DOOR HEADJJAMB FRAMING DETAILS. C. SEE ADA STANDARDS DIAGRAM THIS SHEET FOR FIXTURE AND ACCESSORY LOCATION DIMENSIONS. ACCESSORY SCHEDULE NOTE: ALL ACCESSORIES FURNISHED BY CONTRACTOR UNLESS NOTED OFCI. SOAP DISPENSER, OFOI TOILET PAPER DISPENSER, OFOI 47'GRAB BAR 36" GRAB BAR 18" VERTICAL. GRAB BAR <t/ 2OX36 MIRROR TOILET SEAT COVER DISPENSER, OFOI SANITARY NAPKIN DISPOSAL. OFOI lAT ALL STALLS IN WOMEN'S RR( KEYNOTES 4"RUBBER BASE TOILET STALL PARTITION L� FIBERGLASS REINFORCED PANEL (FRP)TO 4--0', WIDTH OF MOP SINK 4�J.. MOP SINK WASHER AND DRYER WATER HEATER '.. MECHANICAL DUCT SHOWN DASHED 1 E1 EXPOSED CMU, PANTED 39-41" x w w > w O aw<0< f00:5 54"MIN MIRROR -s` LL ie i a C� 17' 47' �z 1 17'MA 0 �f a�awrc O_ >xC—Ta FLUSH HANDLE v W'MAX-MOUNTED e ON WIDE SIDE OF ih eai a� .°� �Ox,$ WATER CLOSET AREA n """ ry ry c4i N 'yam8" MIN KNEE 6r'MAX TOE i-9" 15 48" SANITARY 16"-t8'• CLEARANCE CLEARANCE NAPKIN 7 7" MN DISPENSERS FACE OF FACE OF DEPTH URINAL SEAd COYER SANITARY '..SOAP PAPER IOW EL DISTANCE TO WALL FINISH WATER CLOSET/ WALL FINISH DISPENSER NAPKIN DISPENSER DISPENSER IIW DISPOSAL OPERABLE TOILET PAPER/ LAVATORY) PARTS GRAB BARS MIRROR HOOKS DIAPER CHANGING DRINKING STATION FOUNTAIN I-- lU T) IF— ce Lu cl M 1 O O H� Lia 5m O j� �p 1 m Z y a_ 0 J W ZQ Cie UjLuj Q Z U- Uz N w d- W t/1 F M v) to O N EJHBY: O N h H h m N F- f t V N Ol Lt) rn P O N w E O n U ; P o O � a � m 1 O O H� Lia 5m O j� �p 1 m Z y a_ 0 J W ZQ Cie UjLuj Q Z U- Uz N w d- W t/1 F M v) ER: 2111 : E EJHBY: KS F- i7 Q P Q NC L W W d � Q] f/1 � ER: 2111 : E EJHBY: KS SHEET TITLE INTERIOR ELEVATIONS SH EET NUMBER GENERAL NOTES: A. SEE ELECTRICAL LIGHTING PLAN FOR LIGHT FBCTUR€ TYPES AND DESIGNATIONS. B. GYPSUM CEILINGS ATTACHED TO UNDERSIDE CEILING PLAN fUl � f^71, OF STRUCTURE. t 6,{� SCALE: 114'= 1'-0" PROJECT NORTH KEYNOTES. 1❑ PLUMBING ACCESS PANEL COORDINATE LOCATION WITH PIPING. LEGEND IT LOSET O ACT -I ACOUSTIC PANEL HUNG CEILING; SEE SPECIFICATIONS GYPSUM BOARD SHEET METAL SOFFIT 9'16" CEILING HEIGHTA.F.F+!- 0 EXIT SIGN u► rn W 1L RENEE PSA BEND OREGON .j O O Lu Cm Q G oO 0 m _ y O cA Lu ZQ G WLu _ N Uz C- W N Q V) I- Mh Lij 2111 N M EJH CHECKED BY: KS Q � P p n m 0 mw V � m ti h w v m N o �+ .. o o Z w p Q = E n E ^ rn 3 P O � p 9 a a Q m r .j O O Lu Cm Q G oO 0 m _ y O cA Lu ZQ G WLu _ N Uz C- W N Q V) I- Mh Lij 2111 N M EJH CHECKED BY: KS Q � P p 0 G m N p� W � N� g a � m o Z w p Q JOB NUMBER: 2111 DRAWN BY: EJH CHECKED BY: KS SHEET TITLE CEILING PLAN SHEET NUMBER A69011 DOOR SCHEDULE A DOOR NO. NOMINAL DOOR SIZE WIDTH X HT. 1 DOOR TYPE MATL FIN FRAME TYPE MATTFIN <a a xU' ARCH. DETAIL (AD/XX) NOTES HUD JAMB SILL 101 3'-0" x 7'-0" A HS PT 1 I HS PT 4 ARCHITECTURAL DETAIL B TYPE FRAMESIZEOPERATION 102 V-10' x 7'-U' PR B HS PT 2 HS PT 3 (WXH) PS -6 PTA ATERIA 103 3 -a' x 7'-0" A HS PT 1 HS PT 2 RB -1 105 LOCKER RM GWB 104 3-0" x 7'-0' A HS PT 1 HS PT 1 9/A8.11 10/A8.11 6/A8.10 PT -1 106 a-a'x 7'-0" A HS PT 1 HS PT I 91A&II 10/A8.11 6/A8.10 WOMEN GWB PS -2 CMU PS -6 PT -1 SC REA 109 MEN GWB PS -2 CMU PS -6 107 a -G' x 7'-0" A HS PT 1 HS PT I 9/A8.i l 10/A8.11 6/A8.10 111 108 3'-0" x 7'-0" A HS PT 1 ITS Pi 1 9/AB.I l 101A8.11 6/A8.10 CMU 109 3'-0" x 7'-0" A HS PT 1 HS PT 1 9/ABA 1 10/A8.11 6/A8.10 REA 110 3'-0" x 7'-0" A HS PT 1 ITS PT 2 111 2-4" x 7'-0" PR C ITS PT 2 HS PT 3 VENTED DOORS 112 3'-0" x 7-0" A HS PT 1 HIS PT 4 113 3'-0"x 7-0" A HS PT I HS PT 1 9/A8.11 10/A8.11 6/A8A0 ABBREVATIONS: HS: HOLLOW STEEL PT: PAINT GENERAL NOTES: SEE PLANS FOR SWING WINDOW SCHEDULE WINDOW AL FF B -a, 1/A8.11 4/A8.11 3/A8.11 ARCHITECTURAL DETAIL B TYPE FRAMESIZEOPERATION AL FRAME FINISH HGTD NOTES 2/A8.11 BASE ACT O (WXH) PS -6 PTA ATERIA RBA 104 HEAD JAMB SILL CMU A 4'-8"x5-4" F -A AL FF B -a, 1/A8.11 4/A8.11 3/A8.11 PAWL B 4'-0"x8'-0" F AL FF 13'-4" 1(A8.11 4/A8.11 2/A8.11 BASE ACT FF CMU PS -6 PTA Sc RBA 104 ENTRY GWB PS -2 CMU PSS PT -1 Sc RB -1 105 LOCKER RM GWB PS -2 ABBREVATIONS: FF: FACTORY FINISH F. FIXED A: AWNING FINISH SCHEDULE ACT FF CMU ROOM ROOM I CEIiiNG WALL PAWL FLOOR WALL NO. NAME MATERIAL FINISH MATERIAL SYSTEM COLOR FINISH BASE 101 OFFICE ACT FF CMU PS -6 PT -1 Sc REA 102 STORAGE GWB 1?5-2 CMUIGWB PS-6/PS-5 PTA Sc RB -1 103 STORAGE ACT FF CMU PS -6 PTA Sc RBA 104 ENTRY GWB PS -2 CMU PSS PT -1 Sc RB -1 105 LOCKER RM GWB PS -2 CMU/GWB PS-6/PS-5 PT -1 SC RB -1 106 UMPIRE RM ACT FF CMU PS -6 PT -1 Sc RB -1 107 JANITOR ACT FF CMU PS -6 PT -1 Sc RB -1 108 WOMEN GWB PS -2 CMU PS -6 PT -1 SC REA 109 MEN GWB PS -2 CMU PS -6 PT -1 Sc REA 110 OFFICE ACT FF CMU PSS PTA Sc RB -1 111 ITCLOSET GWB PS -2 CMU/GWB PSS/PS-5 PTA Sc RB -1 112 .STORAGE ACT FF CMU PSS PT -1 Sc RBA 113 ENTRY GWB PS -2 CMU PS -6 PT -1 Sc REA 114 LOCKER RM GWB PS -2 CMU/GWB PSS,/PS-5 PT -1 SC REA DOOR TYPES Q FINISH INDEX ACT: ACOUSTIC CEILING TILE: ARMSTRONG WORLD INDUSTRIES; FINE FISSURED CERAMAGUARD FF: FACTORY FINISH CMU: CONCRETE MASONRY UNIT PS: PAINT SYSTEM, SEE SPECIFICATIONS PT -1: PAINT: SHERWIN WILLIAMS; SW6364, EGGWHBE SC: SEALED CONCRETE RB -1: RUBBER BASE: JOHNSONITE BASEWORKS THERMOSET 29 MOON ROCK, r GWB: GYPSUM WALL BOARD FINISH NOTES,• 1- SEE SPECIFICATIONS FOR ADDITIONAL FINISH INFORMATION O �J / WINDOW TYPES FRAME TYPES Q H t ED 1 �4REZP,ALEXANDE�R n BEND, y OREGON (� OF (n in N T; KS O M L 6- lV FRAME TYPES Q H t ED 1 �4REZP,ALEXANDE�R n BEND, y OREGON (� OF J (n O N BY: KS O M L 6- lV N Yf H Y H I W m 0 G o W >� p m d N ao ~ J C O N EY W o = E n n NJ V _ � P o g M h CC p 9 v = Q r m J 2111 Y:H E O BY: KS O m P H W m@@ 0 G o O >� p m z � ao J Z QZ��E� EY W W V UZ 0- NJ Zo d N I— g M h W 2111 Y:H E BY: KS Q m P Q Q w W a � n m ER: 2111 Y:H E BY: KS SHEET TITLE DOOR & WINDOW SCHEDULES I NUMBER A8*01 ZEE CLOSURE W/ NON -SKINNING n BUTYL SEALANT APPLIED TO tl! � O ENDS OF CLOSURE H N n S.M. ROOF PANELS SELF -ADHERING UNDERLAYMENT, WRAP HIGH EAVE FLASHING W/ (2) 1'-6" 3" OVER FACE OF FASCIA & W.R.B, TYP. STIFFENER RIBS AND DRIP EDGE, WRAP OVER FASCIA _ W ROOF INSULATION BOARD -�-- m SELF -ADHERING UNDERLAYMENT WEATHER RESISTIVE BARRIER I j' __ _ SHOWN DASHED OVER c -0 N u RIGID INSULATION 2X BLOCKING - a E n 1 - a a, 0 O Z w cl _ PLYWD SHEATHING 2X TILLER I ! 2X40UTLOOKER � 1 - _ -� _ - 1314"X16'LVLFASCIA j�( - a c ( Q - RIGID INSULATION _ -- S.M. TRIM, WRAP INTO I LVL BLOCKING EAVE FLASHING DRIP EDGE I ( E ROOF JOIST S.M. 'C' CLOSURE TRIM ,--- S.M. SOFFIT PANEL OVER HAT CHANNELS @17'O.C. S.M.'C'CLOSURE TRIM 1 (� , S.M. WALL PANEL j RIGID INSULATION W/ Z -FURRING @ 24" O.C. WEATHER RESISTIVE BARRIER 4X PT TOP PLATE PAINT TOP PLATE TO MATCH ,. .., WALLS SELF -ADHERING UNDERLAYMENT, WRAP X 17' LONG BEAD OF ?'BEAD OF NON- 3' OVER FACE OF FASCIA & W.R.B, TYP. NON -SKINNING BUTYL SEALANT SKINNING BUTYL ON TOP FLANGE OF METAL PANEL SEALANT APPLIED ON ROOF INSULATION BOARD SIDEWALL OF PANEL 1-6!' COM. MFR. CLEAT SET "�- IN BUTYL SEALANT RECEIVER Z,,-,kSELF-ADHERINGUNDERLAYMENT '-- TRIM''. HA14GFAST GUTTER IT" STRAP @ EVERY OTHER RIB _ 7I S.M. SOFFIT PANEL OVER 'i EAVEFLASHING I! j (� HAT CHANNELS @ 12' O.C. _ 1 _ S.M. GUTTER I ( - - - S.M. 'C' CLOSURE TRIM i l I i I S.M. TRIM W( (2) STIFFENER RIBS I ! T ( 2X BLOCKING CONTINUOUS S.M. CLOSER AND DRIP EDGE, WRAP OVER 2X6 OUTLOOKER 2X40UTLOOKER I{ I ,I 1 W/MEMMED EDGE SECURED ( j I FASCIA I RIGID INSULATION TO UNDERSIDE OF ROOF JOIST 13/4"X IC LVL FASC-.J 4X PT TOP PLATE COM. SEALANT WEATHER RESISTIVE BARRIEIR ( ( SHOWN DASHED OVER L , FASCIA, TYP. �.; S.M. TRIM, WRAP & TRIM, WRAP INTO I r, EXPOSED CMU, PAINT INTO EAVE FLASHING EAVE FLASHING DRIP EDGE .( DRIP EDGE S.M. 'C CLOSURE TRIM S.M. SOFFIT PANEL OVER - 2X NAILER IIF- S.M. SOFFIT PANEL OVER 1 HAT CHANNELS@1O.C. HAT CHANNELS@12'O.0 T `. 1- S.M. 'C' CLOSURE TRIM S ,M. 'C' CLOSURE TRIM I -- S.M. WALL PANEL !i S.M. WALL PANEL I I ' RIGID INSULATION W/ CONT. SEALANT RIGID INSULATION W/ Z -FURRING @ 24" O.C. Z -FURRING @ 24" O.C. WEATHER RESISTIVE BARRIER WEATHER RESISTIVE BARRIER 4X PT TOP PLATE EAVE FRAMING AT HIGH END r.-��EAVE FRAMING AT LOW END - RAKE FRAMING SCALE: 1 1/7'= 1'-Q" SCALE: I 1 /2'= V -9 - CMU WALL BRICK VENEER ----.-RIGID INSULATION, EXTEND TO TOP OF FOOTING 1" AIR SPACE - y JOINT SEALANT FLUID -APPLIED AIR - BARRIER ASSEMBLY TOOLED EDGE DRAINAGE MATERIAL— S.A.M.F. TO LAP OVER - FLASHING y THRESHOLDSET IN _ SEALANT OVER 'COM WEEP VENTS I y - SEALANT BOM SIDES, X, FIBER IXPANSION BOARD s-- > DOWEL PER STRUCTURAL x PLUS COM. @ MIDDLE', - � 4 ANCHOR ATTACHMENT STAINLESS STEEL THROUGH` WALL FLASHING W/DRIP <�/ ; ,� -�, BULLNOIE CORNER UNIT MORTAR: FILL CAVITY - - BELOW HASHING FLUID APPLIED WATERPROOFING " FOUNDATION DRAINAGE PER GEOTECH REPORT TYP. FOOTING DETAIL SCALE: 1 1 /7'= V-9' CMU WALL FLUID APPLIED AIR BARRIER ASSEMBLY RIGID INSULATION PRE -CAST CONCRETE SILL PERIMETER INSULATION, EXTEND 24" INTO BUILDING VAPOR BARRIER, SHOWN DASHED, EXTEND UP WALL TO TOP OF SLAB VAPOR BARRIER SHOWN FLUID APPLIED33 I DASHED WATERPROOFING —I —� I H ! I PERIMETER WSULATK?N, EXTEND 24" IMO PROVIDE MIN. B" COMPACTED, WASHED BUILDING CRUSHED ROCK TO FIRST CJ. @ EACH SIDE, TYP. ALL EXTERIOR DOORS EXTERIOR H.S. DOOR SILL WEATHER RESISTIVE BARRIER, WRAP S" INTO DOOR JAMB S.M. INTERIOR CORNER TRIM RIGID INSULATION W/ 'Z' FURRING @ 24" O.C. SCALE: 1 1/7'= IV' BRICK VENEER BELOW SHOWN DASHED -&M.WALLPANEL SA& OUTSIDE CORNER TRIM, TYP, SILL JOINT, PROVIDE BACKER y FASTENER PER MFR. ROD AND SANDED JOIN ' SEALANT, TYP. C MASTIC SEALANT X Y PR CAST CONCRQE - yy- , r _ - NE PRENE CLOSURE CORNER PIECE � I _ W/ANGLE COYER TRIM RIGID INSULATION W /'Z' FURRING @ 24" O.C. I - I S.M.'C' CLOSURE � WEATHER RESISTIVE— BARRIER ESISTIVE BARRIER SHOWN DASHED BACKER ROD AND NOTE: SHEET METAL WALL PANEL SILL JOINT, GROUT TO T AND FLASHING ABOVE SILL NOT MATCH SILL SHOWN FOR CLARITY PRE -CAST CONCRETE SILL @ CORNERS, TYP. SEALANT BRICK VENEER W/1" AIR SPACE PRE -CAST CONC. SILL ABOVE SHOWN DASHED SIDING TO BRICK WAINSCOT @ DRINKING FOUNTAINS SCALE: 11/2'=V-9' 7 SCALE: 11/2'=F -G' INTERIOR �- S.M. WALL PANEL RIGID INSULATION W/ Z -FURRING @ 24" O.C. WEATHER RESISTIVE BARRIER S.M.'C'CLOSURE W/ WEEP HOLES COM. FLASHING W/ DRIP EDGE &M. CLOSER W/ HEMMED EDGE, SECURE TO Z -FURRING LINTELe' TOILET RM ENTRY AND BREEZEWAYS WEATHER RESISTIVE BARRIER, h(� I WRAP 3'INT0 DOOR JAMB RIGID INSULATION W('T - ) FURRING @ 24" O.C. K ) I BRICK VENEER W/I"AIR SPACE T S.M. WALL PANELS ( - S.M. FLASHING 1---PRE-CAST CONC. SILL EMMED EDGE - - - - -J CORNER PIECE ABOVE SHOWN DASHED 1 SEALANT W/H VS.M.'C'CLOSURE SEALANT AND BACKER ROD S.M. WALL PANELS EXTERIOR ENTRY ALCOVE @ TOILET ROOMS SCALE: I 1 12'= IV' :ORNER OUTSIDE INSIDE CORNER TRIM CORNER TRLM INSIDE AND OUTSIDE CORNERS @METAL SIDING v j SCALE: 1 I /7' = P-0" H w cn Lu a - 5499 RENEE P. ALIXANDER n BEND OREC,ON ap O H W mm 0 ` ci 5n_ O >4 SpCieJ Z <0 .t W z S Ix W 0 \C� ILU z tL !� uA (7 � Uz 0- W N d N F- (w)rn N o n 0 tl! � O H N n a W a m n co c -0 N u 0 = a E n a a, 0 O Z w cl � p S a c Q - m O H W mm 0 ` ci 5n_ O >4 SpCieJ Z <0 .t W z S Ix W 0 \C� ILU z tL !� uA (7 � Uz 0- W N d N F- (w)rn JOB NUMBER: 2111 DRAWN BY: EJH CHECKED BY: KS SHEET TITLE DETAILS SHEET NUMBER A810 N H Q � P � O k N Q W _ w, i m O Z w cl JOB NUMBER: 2111 DRAWN BY: EJH CHECKED BY: KS SHEET TITLE DETAILS SHEET NUMBER A810 BARRIER ASSEMBLY RIGID INSULATION &'Z' FURRING S.M. WALL PANEL MEMBRANE FLASHING LAPPED OVER FLASHING I S.M.'CCLOSURE W) WEEP I HOLES @ I T' O.C., TYP. _ �I S.M. FLASHING DRIP EDGE S.M. FLASHING WITH CLEAT SEALANT & BACKER ROD FLANGELESS ALUM. WINDOW TYP. WINDOW HEAD SCALE: 3'= 1'-0" SEALANT H.S. FRAME, GROUT FILLED SEALANT SELF -ADHERING MEMBRANE FLASHING LAPPED OVER S.M. FLASHING S.M. FLASHING W/ HEMMED EDGE, MATCH DOOR FRAME COLOR SEALANT S.M.'C'CLOSURE S.M. WALL &'P FURRING FLUID -APPLIED AIR BARRIER ASSEMBLY EXT. HS DOOR JAMB SCALE: a'= 1'-G" FLUID -APPLIED AIR BARRIER ASSEMBLY RIGID INSULATION &'T FURRING S.M. WALL PANEL SELF -ADHERING MEMBRANE FLASHING LAPPED OVER S.M. FLASHING I I S.M.'C'CLOSURE W/WEEP HQl.ES @ 12' O.C., TYP. � j I I I S.M. FLASHING W/ lI I DRIP EDGE - I I - H.S. FRAME, GROUT FILLED EXT. HS DOOR HEAD SCALE: 3'= 1'-9" BULLNOSE CORNER UNIT JOINTSEALANT FLANGELESS ALUM. WINDOW BACKER ROD &SEALANT, PROVIDE WEEPS @ 16" O.C. SHEET METAL SILL PAN FLASHING W/ END DAMS SET IN (3) CONT. BEADS OF SEALANT, TYP. HEM EXPOSED EDGES I�'annT.Tc.TcxTLn� METAL WALL PANEL RIGID INSULATION ON'T FURRING FLUID- APPLIED AIR BARRIER ASSEMBLY WEATHER RESISTIVE BARRIER SHOWN DASHED PREFINISHED S.M. DOWNSPOUT. SECURE TO STRUCTURE W/ GALVANIZED PLUMBING SADDLE STRAP AND CONNECT TO STEEL PIPE BELOW SEALANT FLAT STOCK S.M. TRIM TO MATCH WALL PANEL TYP. FULL HEIGHT OF DOWNSPOUT SHEET METAL'C' CLOSURE TRIM -'LL PAN W/ )D& fp. KPOSED GROUT ASH WITH TOP OF :MU. MATCH CMU _XTURE WINDOW SILL @ METAL PANEL SCALE: 3"= 1'-(Y" DOWNSPOUT @ SIDING SCALE: 3'= 1'-0" FLANGELESS ALUM. WINDOW S.M. FLASHING SET INSEALANT PRECAST CONC. SILL 3' X 4" X g" STEEL ANGLE W/z DIA, DOWELL LA SILLJOINTS, TYP. - WEEPS @ 24" O.C., TYP. STAINLESS STEEL THROUGH WALL FLASHING W/DRIP BRICK VENTS @ 2CO.C. TYP. RIGID INSULATION ON T FURRING FLUID -APPLIED AIR BARRIER ASSEMBLY WIND( @ CMI 3 SCALE: 3'= 1 WEATHER RESISTANT BARRIER SHOWN DASHED GROUT SOLID BEHIND PIPE STEEL PIPE DOWNSPOUT, SECURE TO STRUCTURE W/ GALVANIZED PLUMBING SADDLESTRAP 7 rv..■ SCALE: 3" S.M. SILL PAN FLASHING W/ END DAMS TYP., HEM EXPOSED EGE SET IN (3) CONT. BEADS OF SEALANT, TYP. I/2" MDF SILL PAINT TO MATCH WALL 1/2"TREATED PLYWOOD, PAINT TO MATCH SILL W SILL WAINSCOT BULLNOSE CORNER UNIT SEALANT FLANGELESS ALUM. WINDOW SELF -ADHERING MEMBRANE FLASHING FROM JAMB INTO & OVER SILL PAN END DAMS, TYP. RIGID INSULATION & 7 FURRING S.M. FLASHING - MATCH PANEL FINISH TYP. WINDOW JAMB SCALE: 3'= 1'-0" BARRIER ASSEMBLY RIGID INSULATION &'Z' FURRING LJ} O N N � CHECKED BY: ------ - Q rn n h O Q L n 'C' METAL CLOSURE W/ WEEP O >n -- O-a m HOLES @ 12' O.C., TYP. mlO BACKER ROD AND a 0 Lai a W JOINTSEALANT c� n SILL W/ \ �. _ �. SELF -ADHERING HEMMED EDGE AND SEALANT c CL � N d x� MEMBRANE FLASHING c71 H w a O m 0 0 PRECAST CONCRETE SILL _ LAPPED OVER MTL n .. _ .. ;'. FLASHING W SILL WAINSCOT BULLNOSE CORNER UNIT SEALANT FLANGELESS ALUM. WINDOW SELF -ADHERING MEMBRANE FLASHING FROM JAMB INTO & OVER SILL PAN END DAMS, TYP. RIGID INSULATION & 7 FURRING S.M. FLASHING - MATCH PANEL FINISH TYP. WINDOW JAMB SCALE: 3'= 1'-0" BARRIER ASSEMBLY RIGID INSULATION &'Z' FURRING LJ} O N N � CHECKED BY: o n Q rn n h S.M. WALL PANEL Q L n 'C' METAL CLOSURE W/ WEEP O >n E O-a m HOLES @ 12' O.C., TYP. _ a 0 Lai a W Z� c� n SILL W/ \ W ujJ F U- _ /. UZ HEMMED EDGE AND SEALANT c CL � N d t/f � c71 H w a O m 0 0 PRECAST CONCRETE SILL _ CL n Vv _ r U e y 3 w � 0 I'tYC'RADIUS rte. 3" X 4" X g STEEL ANGLE W12" �. e� DOWELL @ SILL JOINTS. TYP. - - � s _ j 1 DRIP WEEPS @ 24" O.C., TYP. ' _ j \ STAINLESS STEEL THROUGH WALL ' X FLASHING & DRIP Z\r f BRICK VENTS @ 241O.C. TYP. BRICK VENEER W/ I. AIRSPACE n. SPOUT @ BRICK VENEER METAL PANEL TO CMU WAINSCOT SCALE: 3'= l' -T SHEET TITLE DETAILS SHEET NUMBER A8.11 LJ} O N N � CHECKED BY: o n Q rn n h Q L n cl O >n E O-a m a 0 Lai a W Z� c� !. 4 \ W ujJ F U- _ UZ N c CL � N d t/f � c71 H w a O m 0 0 _ CL n � n U e y 3 w � 0 e� Q s SHEET TITLE DETAILS SHEET NUMBER A8.11 JOB NUMBER: F N N � CHECKED BY: O Q rn o Q L m cl O >n E O-a m a 0 W Z� c� !. 4 \ W ujJ F U- _ UZ N CL � N d t/f � c71 H SHEET TITLE DETAILS SHEET NUMBER A8.11 JOB NUMBER: F N N � CHECKED BY: KS Q rn o Q E m h � Q W � N — w a O m w � Q SHEET TITLE DETAILS SHEET NUMBER A8.11 JOB NUMBER: 2111 DRAWN BY: EJH CHECKED BY: KS SHEET TITLE DETAILS SHEET NUMBER A8.11 GENERAL STRUCTURAL NOTES GENERAL NOTES 1. ALLCONSTRUCOON AND DESIGN SHALL CONFORM TO THE 2018 INTERNATIONAL BUILDING CODE AS AMENDED BY THE STATE OF OREGON (2019 OSSCL 2. THE STRUCTURAL DRAWINGS SHALL BE UT1U2ED IN CONJUNCTION WITH OTHER DESIGN CONSULTANTS DRAWINGS (ARCHITECTURAL, MECHANICAL, ETC.). IT 15 THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE THE REQUIREMENTS OF THE DRAWINGS INTO THEIR SHOP DRAWINGS AND CONSTRUCTION. 3. THE GENERAL STRUCTURAL NOTES ARE INTENDED FOR USE IN CONJUNCTION WITH THE PROJECT SPECIFICATIONS IN THE EVENT OF A CONFLICT BETWEEN THE TWO, THE GENERAL STRUCTURAL NOTES SHALL SUPERSEDE THE PROJECT SPECIFICATIONS. ANY DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER. 4. CONSTRUCTION SEQUENCE AND METHODS: A. THE STRUCTURAL DRAWINGS ARE INTENDED FOR THE STRUCTURE TO ACT ASA WHOLE ONCE CONSTRUCTION IS COMPLETE ITIS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE SAFETY AND STABILITY 01 TEMPORARY BRACING IF REQUIRED) DURING CONSTRUCTION AS A RESULT OF CONSTRUCTION METHODS AND SEQUENCES 0 THE CONTRACTOR SHALL TAKE INTO ACCOUNT COLD WEATHER CONSTRUCTION AND THE EFFECTS OF THERMAL MOVEMENT DURING THE CONSTRUCTION SCHEDULE. C. NON -CANTILEVERED OR RESTRAINED RETAINING WALLS SHALL NOT BE BACKFILLED UNTILTHE WALL HAS BEEN TIED INTO THE LOWER AND UPPER SLAB SUPPORTS UNLES.SADEQUATE ENGINEERED BRACING HAS BEEN APPROVED. 5, THE CONTRACTOR SHALL FIELDVERIFY ALL EXISTING CONDITIONS. THE ARCHITECT AND/OR ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCY BETWEEN THE EXISTING CONDITIONS AND CONSTRUCTION DOCUMENTS. 6. SUBMITTALS: A SUBMITTALS OF SHOP DRAWINGS, MILL TEST REPORTS, PRODUCT DATA FOR ITEMS AND BIDDER DESIGN ITEMS SHALL BE MADE TO THE ARCHITECT/ ENGINEER PRIOR TO FABRICATION AND CONSTRUCTION. BEFORE SUBMISSION TO THE ARCHITECT/ ENGINEER, THE CONTRACTOR SHALL REVIEW THE SUBMITTALS FOR COMPLETENESS. VERIFICATION OF DIMENSIONS AND QUANTITIES IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL MARK THE SHOP DRAWING WITH ALL NECESSARY COMMENTS AND DE FALLEN REQUESTED INFO BEFORE FORWARDING TO THE ARCHITECT/ ENGINEER. SUBMITTALS SHALL BE MADE IN TIME TO PROVIDE A MINIMUM OF TWO WEEKS FOR REVIEW BY THE ARCHITECT/ ENGINEER. B. SHOP DRAWINGS FOR ALL STRUCTURAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT/ ENGINEER PRIOR TO FABRICATION AND CONSTRUCTION. SUCH ITEMS INCLUDE: CONCRETE MIX DESIGNS, CONCRETE AND MASONRY REINFORCEMENT (INCLUDING MILL TEST REPORTS), EMBEDDED STEEL ITEMS, STRUCTURAL STEEL (INCLUDING MILE TEST REPORTS) AND WOOD 1 -JOISTS SHOP DRAWINGS OR CONTRACTOR EN61NEERED DETAILS SHALL BEAR THE SEAL AND SIGNATURE OF A REGISTERED STRUCTURAL ENGINEER IN THE STATE OF OREGON IF IT DIFFERS FROM THE DESIGN OF THE STRUCTURAL DRAWINGS. ANY REVISION FROM THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED ALONG WITH SUPPORTING CALCULATIONS BEARNG THE SEAL AND SIGNATURE OF A REGISTERED STRUCTURAL ENGINEER IN THE STATE OF OREGON TOME ARCHTIECT/ ENGINEER FOR REVIEW AND ACCEPTANCE. C. CALCULATIONS, DESIGN DRAWINGS, AND SHOP DRAWINGS FOR THE DESIGN, FABRICATION AND CONSTRUCTION OF THE BIDDER DESIGN ITEMS SHALL BEAR THE SEAL AND SIGNATURE OF A REGISTERED STRUCTURAL ENGINEER IN THE STATE OF OREGON AND SHALL BE SUBMITTED TO THE ARCHITECT/ ENGINEER PRIOR TO FABRICATION. BIDDER DESIGN ITEMS FOR THIS PROJECT INCLUDE: G W3NG SYSTEMS. CALCULATIONS AND BIDDER DESIGN DRAWINGS SHALL INCLUDE THE DESIGN, CONNECTION TO THE STRUCTURE, AND ACCOUNTING OF ANY LOCALIZED EFFECTS THE CONNECTIONS OR SYSTEMS MAY MDUCE ON THE STRUCTURE. ALL SUCH BIDDER DESIGNED ITEMS SHALL BE BASED ON THE DESIGN REQUIREMENTS AS SPECIFIED IN THE GENERAL STRUCTURAL NOTES. 7. DESIGN CRITERIA: A. CODE: 2018 INTERNATIONAL BUILDING CODE AS AMENDED BY THE STATE OF OREGON (2019 OSSC). 0 LOADS AND DESIGN CRITERIA: THE FOLLOWING LIVE LOADS AND CRITERIA WERE USED IN ADDITION TO THE DEAD LOAD OF THE STRUCTURE. LIVE LOADS: --ZONEV ZONE +160/-50.5 ROOF WALL (PSF) GROUNDSNOWLOAD................................................. 11 PSF SNOW EXPOSURE FACTOR ............................................ Ce=1.0 SNOW IMPORTANCE FACTOR ............ __....................... !A= 1.1 THERMALFACTOR.............. ...._... .......................... ... Ct=1.1 ROOF SNOW LOAD (SLOPES< 1:12)_ .......... .......... ..... 25 PSF (PLUS ADDED SNOW DRIFT IF SHOWN ON PIANS) $OIL CRITERIA: (BY: EARTH ENGINEERS INC.;# 20-041-1; DATED: MARCH 26, 2021)) FOOTING (FROST) DEPTH .................. ........ . V-6" MIN. BELOW GRADE ALLOWABLE SOIL BEARING VALUES 22 ON ENGINEERED FILL OR NATIVE SOILS ............. ....... 2006 PSF (W/ 113 INCREASE FOR SHORT TERM LATERAL LOADS) RETAINING WALLS 56 ACTIVE -UNRESTRAINED ................... ..........._.........._.. 35 PCF LEVEL BACKFILL) STRIVE -RESTRAINED ....................._....... ..................... 50 PCF (LEVEL BACKFILL) PASSIVE.......................................................................... 300 PSF/FT. BELOW NATURAL GRADE (ENGINEERED FILL OR NATIVE SOILS) FRICTION COEFFICIENT ........... -............... ._............. 0.35 (ENGINEERED FILL OR NATIVE SOILS) LATERAL CRITERIA: 80. RISK CATEGORY ...... ..................................... -..................... IN WIND (DIRECTORIAL DESIGN PROCEDURE PER 2019 OSSC) 81 ULT. DESIGN WIND SPEED, Vult (3 -SEC GUST) ............... 105 MPH WIND EXPOSURE .......................... ....._............................ C INTERNAL PRESSURE COEFFICIENT ................................. ,0.18 COMPONENTS AND CLADDING DESIGN PRESSURE NOTES: 1. PLUS & MINUS SIGNIFY PRESSURES ACING TOWARD & AWAY FROM THE SURFACES, RESPECTIVELY. 2. REFER TO FIGURE 30.4-1 ASCE 7-16 FORZONES 3. MONO, HT. 151, EXP. ADI: 1.21 ULT. NET DESIGN WIND PRESSURE (PSF) FOR JO RG ROOF(PSF) ZONE +16.01-22A --ZONEV ZONE +160/-50.5 ZONE +16.0/-68J WALL (PSF) ZONE +24.0/-26.0 ZONE +240/-32.2 SEISMIC (EQUIVALENT LATERAL FORCE PROCEDURE) IMPORTANCE FACTOR (SEISMIC) .-.-..-- ... _................. le= L25 SITE CLASS............ .....------- -.......... _...... _...................... D SPECTRAL RESPONSE ACCELERATIONS.._...._ ............... Ss=0.673 S1= 0.386 SPECTRAL RESPONSE COEFFICIENTS....- ...................... Sds=0566 Sdi=0.493 SEISMIC DESIGN CATEGORY.... ........... ......... .................. D BOTH DIRECTIONS: RESPONSE MODIFICATION COEFFICIENT ................ R= 5 (SPECIAL REINFORCED CMU S.W.'S) SEISMIC RESPONSE COEFFICIENT......_._ .................. Cs=0.142 DESIGN BASE SHEAR (ULT) ................. ......................... V= 32AX (rho=l.o) CONCRETE AND REINFORCING STEEL 1. CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318-14 AND THE Z181NTERNATIONAL BUILDING CODE AS AMENDED BY THE STATE OF OREGON (2019 OSS[). 2. THE MINIMUM 28 DAY CONCRETE STRENGTHS SHALL BE AS FOLLOWS: Fc=3500 PSI (MAX w/cm= 0.55) ............ ....... .FOR ALL USES UNLESS NOTED OTHERWISE. (NOTE: FOOTINGS/ STEM WALLS DESIGNED FOR F'c=2500 PSI, CONCRETE SPECIAL INSPECTION NOT REQUIRED FOR FOOTINGS/STEM WALLS). 3. CONCRETE MDRDESIGNS, ALONG WITH TEST DATA AS REQUIRED, BY AC1318-14, SECTION 26.4, SHALL BE SUBMITTED TO THE ARCHITECT/ ENGINEER FOR REVIEW A MINIMUM OF TWO WEEKS PRIOR TO CONCRETE POURS. 4. SPECIFIED CONCRETE STRENGTHS SHALL BE VERIFIED BY STANDARD 28 -DAY CYLINDER TESTS PER ASTM C39, WHEN AND WHERE SPECIAL INSPECTION IS REQUIRED. S. A20% MAXIMUM OF THE CEMENT CONTENT MAY BY SUBSTITUTED WITH FLYASH CONFORMING TO ASTM CSJR, TYPE F OR G HIGHER PERCENTAGES OF FLYASH MAY BE UTILIZED WITH ACCEPTANCE AND APPROVAL BY THE STRUCTURAL ENGINEER ANY CONCRETE MIX UTILIZING FLYASH SHALL BE VERIFIED WITH TEST DATA. 6. ADDITIONAL WATER SHALL NOT BE ADDED TO THE CONCRETE MIX AT THEJOBSTE. WATER REDUCING ADMIXTURES CONFORMING TO ASTM C494 MAY BE UTILIZED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS 7. IF CONCRETE IS TO BE POURED AGAINST AN DUSTING CONCRETE SURFACE, THE EXISTING SURFACE SHALL BE CLEANED AND ROUGHENED TOA MIN. 1/4"AMPLITUDE. S. SLEEVES. OPENINGS, CONDUITS, AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER BEFORE POURING. CONDUITS EMBEDDED IN SLABS SHALL NOT BE LARGER IN OUTSIDE DIAMETER THAN ONE THIRD THE THICKNESS OF THE SLAB AND SHALL NOT BE SPACED CLOSER THAN THREE DIAMETERS ON CENTER PROVIDE 3/4" CHAMFERS ON ALL EXPOSED CONCRETE EDGES UNLESS NOTED OTHERWISE 9. SHORING AND RESHORING: SHOEING AND RESHORING SHALL CONFORM TO A0347.2 FLITS, SHORING AND SUPPORTING FORMWORK SHALL NOT BE REMOVED FROM HORIZONTAL MEMBERS BEFORE CONCRETE STRENGTH IS AT LEAST 70 PERCENT OF DESIGN STRENGTH, AS DETERMINED BY FIELD CURED CYLINDERS. IN ADDITION, SHORING SHALL NOT BE REMOVED SOONER THAN RECOMMENDED BY ACT 347214-05. FORMWORK SHALL NOT BE REMOVED IN LESS THAN (SO) DAYS 10. REINFORCING STEEL A RM -FORCING STEEL SHALL BE DE TAILED, FABRICATED, AND INSTALLED ACCORDING TO THE"MANUAL OF STANDARD PRACTICE O REINFORCED CONCRETE CONSTRUCTION" BY THE CONCRETE REINFORCING STEEL INSTITUTE (CRSIL B. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60. C. SMOOTH BARS OR WELDED WIRE FABRIC SHALL CONFORM TO ASTM A385. D. REINFORCING STEEL REQUIRING WELDING OR PLACED WITHIN A SPECIFIED BOUNDARY ELEMENT OR MOMENT FRAME ELEMENT SHALL CONFORM TO WELDABLE ASTM A706. E. ALL LAP SPLICES OF REINFORCEMENT SHALL CONFORM TO CUSS B LAPSAS SHOWN ON THE LAP SPLICE SCHEDULE, UNLESS NOTED OTHERWISE. F. ANY MECHANICAL BAR SPLICES SHOWN SHALL BE MADEWNH DAYTON BAR -GRIP COUPLERS OR WITH AN APPROVED PRODUCT SUBMITTED TO THE ENGINEER OF RECORD WITH AN ICBG REPORT. G. UNLESS NOTED OTHERWISE, REINFORCING STEEL SHALL HAVE THE MINIMUM COVER OR PROTECTION FOR THE FOLLOWING USES AS NOTED BELOW: BEAMS, JOIST'S, AND COLUMNS 1-1/2" (TO TIES OR STIRRUPS) SLABS 1" WALLS INTERIOR FACES 3/4" EXPOSEDTOEARTHORWEATHER 1-1/1"(115 BARS AND SMALLER) 2" (1B BARS AND LARGER) FOOTINGS 3" 11. CONCRETE WALLS: A PROVIDE THE MINIMUM WALL REINFORCING AS SHOWN BELOW UNLESS NOTED OTHERWISE ON PLANS OR DETAILS: WALLTHICKNESS REINFORCING B" #4 VERT. @ 24" O.C. & MHORIZ. @ TOP & BOTTOM OF WALL B. HOOKED DOWELS FROM FOUNDATIONSSHALLBE PROVIDED TO MATCH VERTICALWALL REINFORCING. C. PROVIDE HOOKED DOWELSMATCHING SLAB REINFORCING FROM WAUSTO SLABS OR HOOK SLAB REINFORCEMENTINTO WALLS. D. UNLESS NOTED OTHERWISE, PLACE (2) #5 BARS IN WAUSW/(2) LAYERS OF REINF. IN BOTH DIRECTIONS&(MRS BAR IN WALLS HAVING SINGLE LAYER OF MINE. IN BOTH DIRECTIONS, ON ALL SIDES OFSEMAND WALLOPENINGS EXTENDED 36' BEYOND OPENING. PROVIDE (1) OR ¢)4'-8" LONG DIAGONAL #5 BARSAT EACH CORNER OF THE OPENING MATCHING THE LAYERS OF REINFORCING. 12. ADDITIONAL CONCRETE ITEMS: A HEADED�EARSTUDS AND DEFORMED BAR ANCHORS SHALL BE AN APPROVED NELSON PRODUCT OR APPROVED EQUAL. B. WEDGE ANCHORS OR EXPANSION BOLTS SHALL BE HILTI MEN BOLT -TZ OR AN APPROVED EQUAL SUBMITTED WITH ICSO REPORTS TO THE ENGINEER FOR REVIEW. G EPDXY ANCHORS OR DOWELS SHALL BE INSTALLED WITH HILTI HIT -RE 50DV3 EPDXY ADHESIVE. AN APPROVED EQUAL IN CRACKED OR UNCRACKED CONCRETE WITH IC80 REPORTS MAY BE SUBMITTED TO THE ENGINEER FOR APPROVAL D. UNLESS NOTED OTHERWISE, PERMANENTLY EXPOSED EMBEDDED PLATE AND ANGLE ASSEMBLIES SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION. WELDS OR LOADS SHALL NOT BE PLACED ON THE EMBEDDED ASSEMBLIES FOR A MINIMUM OF (7) DAYS AFTER CASTING M CONCRETE. 13. REINFORCEMENT SHALL BE SECURED IN FORMSWITH SUITABLE TLESAND ANCHORAGE TO PREVENT DISPLACEMENT. BARS ADIACENITTO EARTH SHALL BE SUPPORTED BY CEMENT MORTAR CUBES. IL REINFORCING STEEL SHALL NOT BEDISPLACED FOR THE CONVENIENCE OF OTHERTRADES UNLESSAPPROVED BY THESTRUCOURAL ENGINEER OF RECORD. 15. "WET SETTING" OF REINFORCEMENT, ANCHOR BOLTS AND INSERTS IS NOT PERMITTED. IAP SPLICE SCHEDULE NOTES: 1. IAP IENGTHSARE IN INCHESAND ARE BASED ON GRADE 60REINFORCING STEEL AND NORMAL WEIGHT MAJORETTE. 2. WHERE CLASS ANAP SPLICES ARE NOTED IN THE PIANS OR DETAILS, DIVIDETHETABULATEDVALUES BY 1.3 3. FOR LIGHTWEIGHTAGGREGATE CONCRETE, MULTIPLY THETABUUTTED VALUES BY 1.3. 4. TOP RARSARE HORIZONTALBARSWITH MORE THAN 12 INCHES OF CONCRETE CAST BELOW THE BARS. S CASES I AND 2 ARE DEFINED AS FOLLOWS: BEAMS OR COLUMNS: CASE 1: COVER AT LEAST LO DB AND GG SPACING AT LEAST 2.0 DB MEEM OB=JIM DIAMETER)- CASE2: IAMETER).CASE2: COVER LESS THAN ID DOOR GL SPACING LESSTHAN 2.0 DB. ALL OTHERS: CASE 1: COVER AT LEAST ILO DB AND C.C. SPACING AT LEAST 3.0 DB. CASE 2: COVER LESS THAN 1.0 DB OR C.C. SPACING LESS THAN 3.0 DB. MASONRY: L MASONRY CONSTRUCTION SHALL CONFORM TO TMS 402-I6 AND THE 2018 INTERNATIONAL BOLDING CODE AS AMENDED BY THE STATE OF OREGON (2019 OSSC) 2. CONCRETE MASONRY UNITS SHALL COMPLY WITH ASTM C9D WITH A MINIMUM COMPRESSIVE STRENGTH OF 1,900 PSI W AVERAGE NET AREA. ASSEMBLIES SHALL HAVEAMINIMUM COMPRESSIVE STRENGTH OF FM=1,500 PSI AS VERIFIED BY PRISM TESTS BEFORE AND DURING CONSTRUCTION 3. MORTAR A MORTAR SHALL BE TYPE S PER ASTM 0270, ANO SHALL CONFORM TO 2019 IM SECTION 2303. 4. GROUT A GROUT S14ALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,000 PSI AND SHALL CONFORM 70201818[SECTION 2103 -ALL WALLS SHALL BE FULLY GROUTED UNLESS NOTED OTHERWISE- S. THERWISES. REINFORCING rEEL A REINFOR EELSHAU_ CONFORM TO 2018 BCSECION 2103.4. DEFORMED BARS SHALL BE ASTM A615, GRADE 60. RARSSHALLM PLACED IN ACCORDANCE WITH 2018 INC SECTION 2104. B. LAP ALL REINFORCING STEEL IN ACCORDANCEWITH THE MASONRY IAP SPLICE SCHEDULE UNIES.SNOTEDOTHERWISE. C. PROVIDE TWO#$ HORIZONTAL MRS (#4@6"WALLS) IN BOND BEAM AT ALL FLOOR AND ROOF LINES AND AT THETOP OF WALLS BOND BEAMS SHALL BE STEPPED AS REQUIRED TO MATCH ROOFSIOPES. D. PROVIDETWO#5 HORIZONTAL BARS IN BOND BEAM ABOVEAND BELOWALL OPENINGS, ANDEXFEND THESE NABS 2'-0"PASTTHE OPENING AT EACH SIDE. PROVIDE ONE BAR, MATCHING VERTICAL BAR SIZE, FOR THE FULL HEIGHT OF THE WALLAT EACH SIDE OF OPENINGS, WALL ENDS, AND INTERSECTIONS. E. PLACE ALL HORIZONTAL BARS IN BOND BEAM UNITS WHEN TWO BARS EXIST N BOND BEAM, STAGGER LAPS6'-0" MIN. F. PROVIDE DOWELS INTO FOUNDATION TO MATCH SPACING& DIAMETER O VERTICAL REINFORCING. IAP BARS M ACCORDANCE WITH THE MASONRY IAP SPLICE SCHEDULE. OOWELSTO BE STRAIGIHTAND PLUMB. G. INSTALL VERTICAL REINFORCWG WITH NAR POSITIONERS @ 8'-0" O.G MAXIMUM H. PROVIDE CORNER REINF. BARS EQUALTO SIZE & SPACING O HORIZ. REINF. @ALL CORNERSAND INTERSECTIONS, LAP BARS N ACCORDANCE WITH THE MASONRY LAP SPLICE SCHEDULE. I. ALL CELLS CONTAINING REINFORCING SHALL BE GROUTED SOD. MASONRY REINFORCING IAPSPUCE SCHEDULE CONCRETE REINFORCING LAP SPLICE SCHEDULE JAN. UP FOR BARSPACING>Y MIN. IAP FOR RARSPACING<3- . fc=31OWPSi 31" BAR SIZE 30' TOP BARS #6 OTHER BARS 47' CASEL CASE2 CASE CASE2 #3 m 42 22 32 M 37 56 29 43 KS 47 70 36 54 06 56 80. 43 64 #7 81 122 63 94 a 93 139 72 107 #9 SOS IW 81 121 M10 118 177 91 136 #11 131 196 301 151 IAP SPLICE SCHEDULE NOTES: 1. IAP IENGTHSARE IN INCHESAND ARE BASED ON GRADE 60REINFORCING STEEL AND NORMAL WEIGHT MAJORETTE. 2. WHERE CLASS ANAP SPLICES ARE NOTED IN THE PIANS OR DETAILS, DIVIDETHETABULATEDVALUES BY 1.3 3. FOR LIGHTWEIGHTAGGREGATE CONCRETE, MULTIPLY THETABUUTTED VALUES BY 1.3. 4. TOP RARSARE HORIZONTALBARSWITH MORE THAN 12 INCHES OF CONCRETE CAST BELOW THE BARS. S CASES I AND 2 ARE DEFINED AS FOLLOWS: BEAMS OR COLUMNS: CASE 1: COVER AT LEAST LO DB AND GG SPACING AT LEAST 2.0 DB MEEM OB=JIM DIAMETER)- CASE2: IAMETER).CASE2: COVER LESS THAN ID DOOR GL SPACING LESSTHAN 2.0 DB. ALL OTHERS: CASE 1: COVER AT LEAST ILO DB AND C.C. SPACING AT LEAST 3.0 DB. CASE 2: COVER LESS THAN 1.0 DB OR C.C. SPACING LESS THAN 3.0 DB. MASONRY: L MASONRY CONSTRUCTION SHALL CONFORM TO TMS 402-I6 AND THE 2018 INTERNATIONAL BOLDING CODE AS AMENDED BY THE STATE OF OREGON (2019 OSSC) 2. CONCRETE MASONRY UNITS SHALL COMPLY WITH ASTM C9D WITH A MINIMUM COMPRESSIVE STRENGTH OF 1,900 PSI W AVERAGE NET AREA. ASSEMBLIES SHALL HAVEAMINIMUM COMPRESSIVE STRENGTH OF FM=1,500 PSI AS VERIFIED BY PRISM TESTS BEFORE AND DURING CONSTRUCTION 3. MORTAR A MORTAR SHALL BE TYPE S PER ASTM 0270, ANO SHALL CONFORM TO 2019 IM SECTION 2303. 4. GROUT A GROUT S14ALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,000 PSI AND SHALL CONFORM 70201818[SECTION 2103 -ALL WALLS SHALL BE FULLY GROUTED UNLESS NOTED OTHERWISE- S. THERWISES. REINFORCING rEEL A REINFOR EELSHAU_ CONFORM TO 2018 BCSECION 2103.4. DEFORMED BARS SHALL BE ASTM A615, GRADE 60. RARSSHALLM PLACED IN ACCORDANCE WITH 2018 INC SECTION 2104. B. LAP ALL REINFORCING STEEL IN ACCORDANCEWITH THE MASONRY IAP SPLICE SCHEDULE UNIES.SNOTEDOTHERWISE. C. PROVIDE TWO#$ HORIZONTAL MRS (#4@6"WALLS) IN BOND BEAM AT ALL FLOOR AND ROOF LINES AND AT THETOP OF WALLS BOND BEAMS SHALL BE STEPPED AS REQUIRED TO MATCH ROOFSIOPES. D. PROVIDETWO#5 HORIZONTAL BARS IN BOND BEAM ABOVEAND BELOWALL OPENINGS, ANDEXFEND THESE NABS 2'-0"PASTTHE OPENING AT EACH SIDE. PROVIDE ONE BAR, MATCHING VERTICAL BAR SIZE, FOR THE FULL HEIGHT OF THE WALLAT EACH SIDE OF OPENINGS, WALL ENDS, AND INTERSECTIONS. E. PLACE ALL HORIZONTAL BARS IN BOND BEAM UNITS WHEN TWO BARS EXIST N BOND BEAM, STAGGER LAPS6'-0" MIN. F. PROVIDE DOWELS INTO FOUNDATION TO MATCH SPACING& DIAMETER O VERTICAL REINFORCING. IAP BARS M ACCORDANCE WITH THE MASONRY IAP SPLICE SCHEDULE. OOWELSTO BE STRAIGIHTAND PLUMB. G. INSTALL VERTICAL REINFORCWG WITH NAR POSITIONERS @ 8'-0" O.G MAXIMUM H. PROVIDE CORNER REINF. BARS EQUALTO SIZE & SPACING O HORIZ. REINF. @ALL CORNERSAND INTERSECTIONS, LAP BARS N ACCORDANCE WITH THE MASONRY LAP SPLICE SCHEDULE. I. ALL CELLS CONTAINING REINFORCING SHALL BE GROUTED SOD. MASONRY REINFORCING IAPSPUCE SCHEDULE BARSIZE JAN. UP FOR BARSPACING>Y MIN. IAP FOR RARSPACING<3- #4 24' 31" 45 30' 39" #6 36" 47' D 42" SS' p8 48" 63" 6. MASONRY WALLS A _PR_0V_10_E_`IiTt MINIMUM WALLREINFORCING ASSHOWN BELOW UNLESS NOTED OTHERWISE: WALL THICKNESS VERTICAL BARS HORIZONTALRARS RUNNING BOND ACK BOND RUNNING BOND STACK BOND 6" 9M@1610 JAM@ 61 OC U@OCOC /LL@24 O.0 8" #5032"O.G #5@32"0.C. (2)#4@48"O.0 115@24"O.C. 7. CONTROLIOINTS SHALL BE PLACED IN ALL MASONRY WALLS @A MAXIMUM SPACING O 25 FT. O.C. OR AS NOTED ON DRAWINGS CONTROLIOINTS.TWO 95 VERTICAL BARS SHALL BE PLACED ON EACH SIDE OF WALLOONTROLJONTS. ADDITIONAL VERTICAL BARS SIIALLBE DOWELEDTOPONDATION R ALL BLOCK CELLS CONTAINING METAL INSERTS, ANCHOR BOLTS, SND BOLTS, ETC.SHALIBEFILLED WITH GROLT- 9. ALL CELLS FILLED WITH GROUT TO BE MECHANICALLY CONSOLIDATED@EVERY UFT, 10. ALL BOLTS IN MASONRY SHALL CONFORM TO ASTM SPECIFICATION A307 U.N.O. AND SHALL BE OF THE SIZE INDICATED ON THE DRAWINGS 1L LEVEL 2 QUALITY ASSURANCE PROGRAM REQUIRED PER 2018INC &TMS 602, TAKE 4& S UNLESS NOTED OTHERWISE ON DRAVURIM 12. ADDITIONAL MASONRY ITEMS A HEADED SHEARS STUDS AND DEFORMED BAR ANCHORS SHALL BE AN APPROVED NELSON PRODUCT OR APPROVED EQUAL R WEDGE ANCHORS OR EXPANSION BOLTS SHALL BE HILTI KWIK BOLT 3, OR AN APPROVED EQUAL WEDGE ANCHOR OR EXPANSION BOLT. THE APPROVED EQUAL SUBMITTED WITH KBO REPORTS MUST BE SUBMITTED TO THE ENGINEER FOR APPROVAL C EPDXY ANCHORS OR DOWELS SHALL BE INSTALLED WITH HILTI HY200-B, OR AN APPROVED EQUAL EPDXY ADHESIVE. THE APPROVED EQUAL WITH ICBO REPORTS MUST BE SUBMITTED TO THE ENGINEER FOR APPROVAL D. UNLESS NOTED OTHERWISE, PERMANENTLY EXPOSED EMBEDDED PLATE AND ANGLE ASSEMBLIES SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION. WELDS OR LOADS SHALL NOT BE PLACED ON THE EMBEDDED ASSEMBLIES FOR A MINIMUM OF (7) DAYSAFTER CASTING IN MASONRY. COMPOSITE WOODS 11. COMPOSITE�OWSSHALL BE Of THE TYPE AND SIZE AS SHOWN THE DRAWINGS THE MATERW.TYPE PEA DE SHALLBE ASSHOWN BELOW: TYPE GRADE E=1,55QODDPSI,FB=2,325 PSI LVL E=1,900,000 PSI, M=2,600 PSI PSL (BEAMS) E= 4,0170,000 PSI, FB=2,000 P4 PSL (COLUMNS) E =1,800,000 PSI, FB= 2,400 PST 2. COMPOSITE WOW SYMBOLS: COMPOSITEMEMSER SALEM LUMBER: 17 ASASAWN LUMBER SHALL CONFORM TO THE WESTERN WOODPRODUCTSASSOOANION OR THEWEST COAST LUMBER INSPECTION BUREAU GRADING RU11% LUMBERSHALLBE OF THESPECIES AND GRADE SHOWN BELOW: MEMBER GRADE 2X&4XFRAMING DOUGLAS FIR4ARCH NO.1 5X& GREATER REAMS DOUGLAS FIRdARLN NO.1 POSTS/COLUMNS DOUGLAS FIR4ARCH NO.1 T&6 DECKING DOUGLAS FIR -COMMERCIAL DEX 2. ALL LUMBER IN CONTACT WITH THE GROUND, CONCRETE OR CMU SHALL BE PRESSURETREATED. CONTRACFORMAYSUBMOFOR APPROVAL; A MOISTURE BARRIER IN-UEU OF THE PRESSURETRFATED WOOD.. 3. ALL METALHARDWARE AND FRAMING ACCESSORIES SHALL BE MANUFACTURED BYSIMPSON STRONG -TIE COMPANY ORAN APPROVED EQUAL SUBSTITUTION OEM APPROVED EQUALSHALL NOTBE MAGE WITHWTTHE APPROVALOF THE ENGINEER THE SUBMITTAL SHALL INCLUDE DOCUMENTATION SHOWING THE ALLOWABLE LOADS TITHE SPECIFIED SIMPSON ITEM ALONG WRIT TABULATED ALLOWABLE LOADS FOR THE SUBSTITUTED ITEMS. ALLUEMSSHALL BEINSTALLED PERTHE MANUFACTURERS INSTALLATION REQUIREMENTS. ALL NAIL HOLES SHALL BE FILLED WITH THE RECOMMENDED FASTENER UNLESS NOTED OTHERWISE ON THE DRAWING-- 4L RAWINGS4. WHERE FRAMING HANGERS ARE REQUIRED BUT ARE NOT SPECIFICALLY SIZED, THE FOLLOWING SIZES SHALL BE USED. SLOPE, SKEW, TURN IN FLANGES AND PROVIDE TOP FLANGE HANGERSAS REQUIRED FOR THE SPECIFIC CONDITIONS AT THE END OF THE MEMBER. R [EMBERS U TYPE HANGERS ERS HU TYPE HANGERS HIS HUTFTYPEHANGERS :MBERS MIT HANGERS MEMBERS LEG HANGERS 5. ALL WALLS SHALL HAVE DOUBLE TOP PLATES AND SHALL BE SPLICED PER THE TYPICAL TOP PLATE SPLICE DETAIL, UNLESS NOTED OTHERWISE. TOP PLATES AT WALL INTERSECTIONS SHALL BE LAPPED AND HARED WITH (3)16D NAILS. 6. HOLES FOR ROUTS SHALL BE DMUED WITH A BT OF THE SAME NOMINAL DIAMETER AS THE BOLT +1116'. 7. ALL BOLTS, CARRIAGE BOLTS, LAG SCREWS, EXPANSION BOLTS AND EPDXY BOLTS SHALL BE INSTALLED WITH STANDARD CUT WASHERS UNDERTHE BOLTHEADS AND NUFSTHAT BEAR DIRECTLY ONTHE WOW. ALLNLTSSHAUKMGHTENEDATTHENMEOFINSTALATION ANDRE-TIGHTENED IF NECESSARY, DUETOWOW SHRINKAGE, PRIOR TOCLOSE-IN OR AT TRE COMPLETION OF THE PROJECT BOLTSAND LAG SCREWS SHALL CONFORM TO ANSI/ASME STANDARD B11L2.1--2012. R DRILLING, CURING AND NOTCHING OF JOISTS SHALL BE IN CONFORMANCE WITH 2012 IBC 2308.424 CUTS/NOTCHES IN THE TOP AND BOTTOM SHALL NOT BE DEEPER MAN ONE -SUM THE JOIST DEPTH AND SHALL NOT BE LOCATED IN THE MIDDLE ONE-THIRD OF THE SPAN. HOLES BORED IN JOISTS SHALLNOT BE WITHIN 2INCHES OF THE TOP OR BOTTOM OF JOISTS, AND THE DIAMETER OF ANY SUCFI HOLE SHALL NOT EXCEED ONE-THIRD THE JOIST DEPTH. DRILLING, CUTITNGAND NOTCHING IN EXCESS OF THESE LIMITS IS PROHIBITED WITHOUT PRIOR APPROVALFROM THE ENGINEER 9. DRILUNG/CU171NG AND NOTCHING OF STUD5 SHALL BE M CONFORMANCE WITH 201210CAND 23D&5.9AND 2300.5.10 CLIWNOTCHES SHALL NOTEXCEED 25% THE WIDTH OF THE SND. HOLES BORED IN SNDSSHALLNOT EXCEED 4D%THE WIDTH TITHE STUD. DRILLING, CUTTING AND NOTCHING IN EXCESS OF THESE LIMITS IS PROHIBITED WITHOUTPRIORAPPROVALFROM THE ENGINEER. 10. WOW SYMBgS: CONTINUOUS BLOCKING IT, ALL NAILS FOR STRUCTURALWORK SHALL BE COMMON WERE NAILS. HOLE55HALLBEPREmBLLEDWHERENECER SPLITTING) NAMNG NOT SHOWN ON THE STRUCTURAL DRAWINGS SHALLSE PERTHE NAILING SCHEDULE BELOW: a NAATYPE SHANK DIAMETER MINIMUM PENETRATION -INCHES ANEHRRSPACW6 MFTE4) 6D -6-2-n 1.13 MI1XwaN5U4ACE 44AXYERTXAL MAX SD 0.131 1.31 AREALFE`- RED NOPQONTM LET) IUD 0.148 1-48 267-(20J 16D 0.162 1.62 NAILING SCHEDULE ` Ee A JOIST SITING ON SILL OR UNDER (3) BD MURALS, EA. SIDE B. BRIDGINGTOJOIST (Z)8D TOENAILS EA SIDE, EA. END G TOP PLATE TO STUD (21 IGO D. STUD TO SRL PLATE (2) 16D END NAILS OR (4) 8DTOENAILS E. DOUBLE STUDS 16D @ 24" O.C. F. DOUBLE TOP PLATES- BETWEEN SPLICE NAILING I6D@16"O.C. G. DOUBLE TOP PLATES- EACH SIDE OF SPLICED PLATE (8)16D H. BJOISTTO TOPPLATE ( 3 8DTOENAILS EACH SIDE ) 1. RIMJOST TO IOP PLATE OEHE PLATE DISENGAGEMENT. J. CONTINUOUS (2) & 6'3}PEff HEADERS ISO 160 @ I6' O.C. ALONG EA EDGE X. CENNG JOIST LAPS OVER PARTITIONS (3)16DFACENMLLS L RAFTERTO TOP PLATE OR SILL PLATE (3)8D TOENAILS EA SIDE M. BUILT-UP CORNER STUDS IGD@24"OC. N. TONGUE &GROOVE DECKING (2)16D @ EA BEARING O. CROSSBRIDGING (2) IOD EA. END TO THE REQUIREMENTS OF ONE OF THE FOLLOWING STANDARDS AND A, U.S. PRODUCT STANDARD PS 1 FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD, B.U.S. PRODUCT STANDARD PS 2 PERFORMANCE STANDARD FOR WOOD BASED STRUCTURAL USE PANELS. C... APA PRP -108 PERFORMANCE STANDARDS. D., ANY CODE APPROVED STANDARD OR PUBLICATION. APPROVAL MUST BE OBTAINED FROM WS.E. STRUCTURAL ENGINEERS, 2. ROOF PANELS SHALL BE g'APA RATED 40(20, EXPOSURE I SHEATHING, UNLESS NOTED OTHERWISE ON THE DRAWINGS. 3. WALL PANELS SHALL BE Tti"APA RATED 24116, EXPOSURE I SHEATHING, UNLESS NOTED OTHERWISE ON THE DRAWINGS. 4. ALL ROOFAND FLOOR SHEATHING SHALL BE INSTALLED WITH THE FACE GRAIN PERPENDICULAR TO THE SUPPORTS ANDA }" GAP AT ALL PANEL EDGES UNLESS RECOMMENDED OTHERWISE BY THE PANEL MANUFACTURER S. WHERE BLOCKING IS NOT SPECIFICALLY REQUIRED FOR THE ROOF SHEATHING, PLY CUPS OR TONGUE AND GROOVE PLYWOOD SHALL BE USED, 6, SUB -FLOOR SHEATHING SHALL BE UNBLOCKED UNLESS NOTED OTHERWISE ON THE STRUCTURAL DRAWINGS SUB -FLOOR SHEATHING SHALL BE GLUED DOWN TO THE SUPPORTING MEMBERS AND GLUED AT THE TONGUE AND GROOVE JOINT WHEN PROVIDED. 7. ALL NAILS SHALL BE COMMON NAILS EXCEPTAT ROOF SHEATHING WHERE RING SHANK NAILS SHALL BE USED. GALVANIZED NAILS SHALL BE USED AT PERMANENTLY EXPOSED EXTERIOR AREAS. GALVANIZED NAILS SNALL BE HOT DIPPED ON TUMBLED ONLY. 8. ALL NAILS AT FIRE -TREATED SHEATHING SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED, UNLESS OTHERWISE SPECIFIED BY MANUFACTURER MANUFACTUREDWOOD WIDOW OPEN WEBJOISTS: L IT IS THE CONTRACTORS RESPONSIBIUTYTO OBTAIN ENGINEERING FOR THE MANUFACTURED WOODIIOISIS/OPEN WEBJOSTS THE DESIGN SHALLSE SUBMITTED TO THE ARCHITECT/ ENGINEER FOR APPROVAL. THEJOISIS SHALL BE TITHE SAME SREAND TYPE AS SHOWN ON THE. DRAWINGS THEJOISTSSHALLBE MANUFACTURED W CONFORMANCE WITH APA EWS STANDARD PR"OIL PERFORMANCE STANDARD FOR APA EWSW RST& 2. BRIDGING;BLOCKING, HANGERS AND OTHER ACCESSORIES REQUIRED FOR PROPER INSTALLATION AND FUNCTION O THE Jaws SHALL BE PROVIDED IN CONFORMANCE WITH THE MANUFACTURERS RECOMMENDATIONS. 3. ALL ROOF, FLOOR JOISTS AND BRIDGING SHALL BE DESIGNED TO RESIST THE GRAVITY FORCES SHOWN BELOW: ROTI ROOSNOMI LOAD 25 PSF (PLUS ADDED DRIFT SNOW LOADS IF SHOWN ON PLANS) ROOFDEAD LOAD 20 PSF ROOF UPLIFT (WIND,ULT.) REFERENCE WIND PRESSURE TABLE IN 'DESIGN CRITERIA" SECTION. A JOISTS SHALL BE DESIGNED TO MEET ME FOLLOWING DEFLECTION CRITERIA: LOADING DERECi1ON UMR RDOFWELOAD L (ROOF TOTAL LOAD L/240 S CONTRACTOR SHALL VERIFY ALL WEIGHTS AND LOCATIONS O LOADS DUE TO ROOF TOP MECHANICAL EQUIPMENT, PIPING, ELECTRIAL UNITS, AND OTHER ADDITIONAL LOADS PRIOR TO JOIST FABRICATION. 6. DO NOT DRILL OR NOTCH IOIST MEMBERS WITHOUT WRITTEN APPROVAL OF THE JOIST MANUFACTURER AND THOR ENGINEER 7. THE CONTRACTOR/ JOIST MANUFACTURE SHALT. PROVIDE SHOP DRAWING WITH THE FOLLOWING INFORMATION: A. JOIST LAYOUT, SIZE, SPACING, AND GRADE O ALL MEMBERS ALONG WMIANY DETAILING REQUIRED FORTHE TRUSSCONNECTIONS OR CONNECTIWSTO THE SUPPORTING STRUCTURE. R SUPPORTING CALCULATIONS FOR THE TRUSSSHOP DRAWINGS. BOTH THE SHOP DRAWINGSAND THE CALCULA71ONSSMALL BEAR THE SEAL OF AN ENGINEER REGISTERED 1N THE STATE OF OREGON. & WHERE JOIST HANGERS ARE REQUIRED BUT NOT SPECIFICALLY IDENTIFIED ON THE DRAWINGS, HIS TYPE HANGERS SHALL BE USED AT FACE MOUNT CONDITIONS AND ITS TYPE HANGERS AT TOP FLANGE ONLY CONDITIONS, B. IF ANOTHER HOIST/ OPEN WEB JOIST PRODUCT ISTO BE SUBSTITUTED THE SUBSTITUTED PRODUCT MUST BE EQUAL OR BETTER M STRENGT}, STIFFNESS, AND PERFORMANCE AS THE PRODUCT SPECIFIED FOR THIS PROJECT. THE SUPPUER SHALI.BE RESPONSIBLE FOR THE STRUCTURAL PIANS OR DETAILS DUE TO THE SUBSTITUTION OFTHEIR PRODUCT, 10. ALTERNATIVE PRODUCTS AND DESIGN MUST BE APPROVED BY THE STRUCTURAL ENGINEER O RECORD PRIOR TO BID 11. N -JOIST SYMBOLS: WOIST 140I3T ELEVATION DRAWING INDEX 50.01 GENERAL STRUCTURAL NOTES & DRAWING INDEX S0.02 SPECIAL INSPECTION TABLES S2.01 FOUNDATION PLAN S2.21 ROOF FRAMING PLAN SS.01 STRUCTURAL DETAILS: FOUNDATION 56.01 STRUCTURAL DETAILS: FRAMING ANCKOREO MASONRY OR STONE V ENEER: 1. VENEER SHALL HAVE A MINIMUM WIDTH OF2-SAr AND NOT EXCEED 40 PSF INSTALLED WEIGHT. 2. PROVIDE Y MINIMUM AND 4-I/2"MAXIMUM AMI SPACE BETWEEN INSIDE FACE OF VENEER AND OUTSIDE FACE O SUBSTRATE (MASONRY CONCREIE OR SHEATHING ON STUD WALL FRAMING) IT CORRUGATED SHEET METAL ANCHORS ARE USED I" MAXIMUM ABI SPACE 15 ALLOWED. 3. MASONRY VENEER SHALL BE ANCHORED ORECTLY TO WALL STUDS, COI W,CONCRETE WALLS MASONRY WALLS ON OTHER STRUCTURAL ELEMENTS PER TMS 4OZ-16, SECTION 12.2 AND 20TH HBG, SECTION 140" I- kU t-- LLJ m MASONRY VENEER ANCHOR TABLE a CHECKED BY: ANEHRRSPACW6 MFTE4) o m MI1XwaN5U4ACE 44AXYERTXAL MAX m W45 N TVPEUFANIITiEk AREALFE`- RED NOPQONTM LET) 1444oN8Y 1A4',AiBUSTAst-MJ NTRDNF. 267-(20J a ffiNCREIE AVIUSPAINCE 2.0-jzcdZS" 31' ` Ee STEELSIUD ADJUSTABLE 26/ -LPN} 26' 31" LES -a v MASOYRYVENEER A103M TABLE NOTES: 1 WHEN ANCHOREDVENEERISLAIDIN OTHER THAN RUNNING BOND VENEERS SHALLHAVEJOINT NONE. OFAT a AT IT LEAST ONE WL7DOBE .0 MAX VERTICALLY. Z AROUND THANIS"IN EITHER DIRECTION, ANGNORS SHALL MAMMON 12° OF OPENING O AND SPACEDN rO.SIMMER 3, C14OR ANDO.C.MAER ALLANCHORSAND FASTENERSTCi BE CORROSION -RESISTANT. 4. EMBED ANCHORS INTO MORTAR ORGROUTA MINIMUM OF I-1/2"WITH AT LFASTr MORTAR OR GROUT W. COVERTOO OUTSIDE FACE S. WINE ANCHORSSHALL. BEA LEASTWL7(9 GAUGE) AND HAVE ENDSBENTTO FORMAN EXTENSION FROMTHE BENDATLEASTZ"LONG. 6. ADJUSTABLE ANCHORSSHALLCONSTST OF SHEETMETALAND WIRE COMPONENTSAND DETAILED TO PREVENT �y ��Qrr DISENGAGEMENT. 7- IN SEISMIC OCCUPANCY CATEGORIES IR AND N, ANCHORS SHALL BE MECHANICALLYATTACHED WITH CLIPS OR HOOKS TO JOINT MINE. Or AT LEAST W1J WIREAT 18" O.0 VERTICALLY. & SPACING LISTED ISMAXIMUM ALLOWED PER EACH DIRECTION. MAJBMUM WA RMFACE AREA MUSTSTILL uj BE MET (EXAMPLE-- MAXIMUM WALLSURFACE AREA IS 2.67fOAND HORIZONTALSPACING IS 32° O.G p MA)UMUM VERUCALSPACING=(2.G7it2)(144 »G/R°)/32"=12" O.C.} I- kU t-- LLJ m iHILKER STRUCTURAL ENGINEERING P.C. 2863 N.W. CROSSING DRIVE, SUITE 201 BEND, Oregon 97703 TEL (541) 330-6869 www.walkerse.com N O a CHECKED BY: CED o m X i m a Vfn U ` Ee N m n ulo J LES -a v 0 T a 0 11- Q O W e Q Z W. o f'E �y ��Qrr W u z uj d C4 p S 1- u U N o da a e IR a m iHILKER STRUCTURAL ENGINEERING P.C. 2863 N.W. CROSSING DRIVE, SUITE 201 BEND, Oregon 97703 TEL (541) 330-6869 www.walkerse.com JOB NUMBER: 0 N GAT CHECKED BY: CED h Q X i m Vfn �^ ulo J 0 -a 0 Q 0 11- Q O W z Q Z W. z F J W_ �y ��Qrr W u z uj d C4 Ix a. S 1- JOB NUMBER: ELI N GAT CHECKED BY: CED h Q CO P Q LETG a Z3 N 6 m JOB NUMBER: 21170 DRAWN BY: GAT CHECKED BY: CED SHEET TITLE GENERAL STRUCTURAL NOTES & DRAWING INDEX SHEET NUMBER S0.01 SPECIAL INSPECTIONS: 1. THE ITEMS NOTED SHALL BE INSPECTED IN ACCORDANCE WITH 20MIBC/2019055[ CHAPTER 17 BY A CERTIFIED SPECIAL INSPECTION FROM AN ESTABLISHED TESTING AGENCY. FOR MATERIAL SAMPLING AND TESTING REQUIREMENTS, REFER TO THE MATERIAL SAMPLING ANDTESTING SECTION, THE PROJECT SPECIFICATIONS ANDTHE SPECIFICGENERAL NOTES SECTIONS. THE TESTING AGENCY SHALL SEND COPIES OFALL STRUCTURALTESTING AND INSPECTION REPORTS DIRECTLYTO THE ARCHRECT, ENGINEER, CONTRACTOR, AND BUILDING OFFICIAL ANY MATERIALS WHICH FAILTO MEETTHE PROJECT SPECIFICATIONS SHALL IMMEDIATELY BE BROUGHTTO THE ATTENTION OFTHE ENGINEER. 2. SPECIAL INSPECTION TESTING REQUIREMENTS APPLY EQRAILYTOAII BIDDER DESIGNED COMPONENTS. SPECIAL INSPECTION IS NOT REWIRED FOR WORK PERFORMED BY AN APPROVED FABRICATOR PER 20181BC/2019 OSSC SECTION 1704.2.5.1. 3. CONTINUOUS SPECIAL INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON SITE AT ALL TIMES OBSERVING THE WORK REQUIRING SPECIAL INSPECTION PER 2018 MWO19055C 1702, PERIODIC SPECIAL INSPECTION MEANS THAT THE SPECIAL INSPECTOR ]SON SITE ATTIME INTERVALS NECESSARY TO CONFIRM THATALL WORK REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE 4. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION, SCHEDULING AND TIMELY NOTIFICATION OF THE DESIGNATED SPECIAL INSPECTOR PRIOR TO ALL WORK REQUIRING SPECIAL INSPECTION. STATEMENT OF SPECIAL INSPECTION NOTES: 1. SPECIAL INSPECTIONS SHALLCONFORMTOSECTION 17MOFTHE 201819[/2019 OSSC, CONTRACT DOCUMENTS AND APPROVED SUBMITTALS. REMUM SPECWLINSPECOON ANDTESTING TABLES FOR PROJECT REQUIREMENTS. 2. SPECIALINSPEQIONSANDASSOCIATEDTESONGSMLLBEPMMRMEDOYANAPPROVEBACCREDITEDINDEPENDENTAGENCYMEETMGTHEREQUIREMEMSOFASTME329(MATERIAts).THE INSPECT ION AN D TESTING AGENCY SHALL FURNISH TO THE STRUCK RAL MGI NEER ARCH na A COPY OF THEN R SCOPE OF ACCREDITATION. SPECIAL INSPEROM SHALL BE APPRAYED BYTHE OUILQING OFFICIAL WELDING RISPECTORSLLOSHALL BE INDICATED ION GIA. 1 CE WITH TH Q SECT 1 0 U 3. THE CONTRACTOR TORSHAECTION AND DNOEDIIN ME WOMFOR NREPORANCE WITH THEAPPROVED CONSTRUCTION DOCUMENTS ALL DISCREPANCIES SHAILBE BROUGHTTO THE ATIEMION OF THE CONTRACTOR FOO CORRECTION FINICAL ED IN THE HALL TURN REPORTS. 4. THE SPECIAL OWNEIL THECTOR SPECANOGECTION AGEtCY$HAL SUBMIT FURNISH INSPECTION ING THSPoRE CH OKREECDONSTNELFUNDING INSPECTION IAS INSPECTED AL ENGINEER ARCHITECT, CONTRACTOR AND OWN€RNSTSPECIAL DOCUMENTS THAT HA ALLDISCREANCIESREPORT IN WE GTHATTR WORKSHAVE BEEN CORRECTED. WAS INSPECTED AND SINCONFORMANCE WITH THE APPROVED A SURANCE(ION DOCUMENTS RSTRUCTALL URALS EEL ITEMS THE INSPECTOR REPORTSSPECISHAYE BEENDTHOU 5. QUAUTY ERECTOR OR OTHER RESPON0,A) ISSIBLE IBLEC CONTRACTOR AS ACER OR AND SPECIAL SPECT RTODOCUMENFICALLY TEDOTHERWISEQUAS TY REQUIRED (QC)TOBE PROVIDED BYTAND AISABRICACTI ERECTOR OROTHER RESPONSIBLE CONTRACTOR AS APPtNJ16LE. CONTRACTOR AND SPECIAL INSPECTOR TO DOCUMENTQUAUiVCONTROL AS REQUHKD IN RISC 3TASECTION N3 ANDNSC 341 SECTION R. 6. INSPECTION TYPES-. CONTINUOUS i THETILL-TI ME OBSERVATION OFWORK IONREQUIRING MRKRQINSPECTION BY AN APPROVED SPECWLINSPECTOR WHO 6ECTOR IN WHO AREAS IN ME ARWORKE BEINGORK HAS BEEPERIODIC:THEPART-TIME OR INTERMITTENT OBSERVATION OFWOR OBSERVE: OBSERVE FUNCTIONS NCTRYAN ARAN EOM,SMECAJL DAILY BASIS. 1S PRESENTWBE MIAAWHERE THE WORKHASBEENORISBEING PERFORMED ANDAT HAH, BE PERFORMED OF ME WORK.EFNPEAVE:OBSERE OF ME ITEM. ONA RANDOM, DARY BASIS.OPERATIONS LIEED NOT BE DELAYED PENDING OBSERVATIONS. PERFORM: INSPECTIONS ANC SHALL E PERFORMED WELDS TO FMAD BYA GIVEN WE DER NEM. 7. PERFORM INSPECTION PRIOR ANDTOOS TO VaCEPTHESE TE S,THE MR PERFORNWELDSTOBE MADE ASK SHA WELDER WITH OBSERVE, DEMONSTRATING UNDHALL PERFORMTISNG OF REQUTASK SHOULD S AND THE POSSESSION OF SKILLS THAT ME TO YERIFYT DIS NEMS, THE PERFORM DESIGNATION OF TASK, ME TASK SHALL BE REDUCED D OBSERVE, MAND WEUNTIL WELDER SHALL TASK. SHOULDTHE INSPECTOR ASSURANCE THAT THE WELDER HAS DISCONTINUED PERFORMANCE OF THIS tASK,THE TASK SHAtt RE RETURNED TO PERFORM UNDLSUCH TIME AS THETNSPELTOR HAS RE-ESTABLISHEp ADEQUATEINSPECTION THATMEC ANI WOOER WILL INSTALLED PERFORM ME S SHALL B IN STRICT LISTED. 8. SPECIAL INSPECTION AF REQUIRED BY ACTION EDANCHOMSHALLSPECTI NRE ORF SHALL NTIFI THE ICC REPORTANDMANUFACNNER'STORS INSTALLATIONREQUIREMENTS. OCUM NTATION AT THE END SHALL H RINSFIEOAIREQUIREDBYTHAT ME HORS WEREINSPECTE ELTIONREPORTSANCH REMLUATIO ROF iRSTALLERS..SPECIAt INSPECTOR SHALL PROVIDE DOCUMENTATION AT THE END OF ANCHOR INSTALLATIONS STATING THATTHE ANCHOLIS WERE INSPECTED PER APPROVED ANCHOR EVALUATION REPORT. 9. NOT - -NONTESTINGABON DESTRUCTIVE UCTIVE T6DN6 C.I.P. - COMPLETE JOINT PENETRATION RRS - REDUCED BEAM SECTION 10. D MENT(D):INDICATESCONTRACTORANDSPECIILINSPECTORTOMOVIDEWCUMEMADONINACCORDANCEWITHABCML GENERAL- SPECIAL INSPECTIONS tEQUIREMENTS SYSTEM OR MATERIAL CODE OR FREQUENCY (NOTE 6) SYSTEM OR MATERIAL COD BE STANDARDS CODE OR FREQUENCY (NOTE 6) REMARKS SYSTEM OR MATERIAL i STANDARD MINIMUMVERIFTCATION REMARKS CONTINUOUS PERIODIC - p ERENCODECE REFERENCE m N CONTINUOUS PERIODIC ASSUR ASSURANC ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY VARIES; CONTINUOUS PERIODIC X ANCE VERIFY EXCAVATIONS ARE EXTENDEDTO PROPER DEPTH AND GEOTECHNICAL a HAVE REACHED PROPER MATERIAL SPECIAL INSPECTION IS REQUIRED FOR STRUCTURAL GEOTECHNICAL LEVEL 1 X BY THE GEOTECHNICAL ENGINEER OR QUALIFIED SPECIAL PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL LOAD-BEARING MEMBERS AND ASSEMBLIES X MATERIALS 1705.6 REPORT X FABRICATEDON THE PREMISES OFA FABRICATOR'S FABRICATORS 1705.10 APPENDIX n THICKNESSES DURING PLACEMENTAND COMPACTION OF SHOP, SPECIAL INSPECTIONS SHALL BE PERFORMED GROUT SHALL COMPLY WITH ASTM C476. WHEN Fm EXCEEDS 1704.2.5 1107.5, PRIOR TO CONSTRUCTION VERIFICATION OFfM AND PAA[, COMPACTED FILL DURING FABRICATION. PERFORMING SPECIAL R 1705.6 WHICHEVER IS UNIT STRENGTH METHOD -COMPRESSIVE STRENGTH OF GROUT PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE INSPECTIONS IS NOT REQUIRED, WHERE FABRICATOR IN ACCORDANCE WITH ASTM 01019. DO NOT USE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY GREATER ADMIXTURES UNLESS ACCEPTABLE. FIELDADDITIONOF HAS BEEN APPROVED AS AN APPROVED FABRICATOR, "AWS DIA ACI 318:26AC19032" VARIES; ADMIXTURES S NOT PERMITTED IN SELF-CONSOUDATING e c PER SECTION 1704.2.5.1. AND VISUAL STABILITY INDEX (VSI)WHEN CLASSIFICATION R R FOR BOTH CLAY AND CONCRETE MASONRYTEST IN SPECIAL INSPECTION REQUIREMENTS FOR DEFERRED HIC 1705.4, TMS 6021.4 B.2 ANDTESTINGOF ACCORDANCE WITH ASTM C1314. DETERMINE LENGTH, X BY THE GEOTECHNICAL ENGINEER OR QUALIFIED SUBMITTAL ITEMS, INCLUDING REQUIREMENTS FOR DEFERRED SUBMITTALS D CONTROLLED C SITE. X DESIGNATED SEISMIC SYSTEMS IN ACCORDANCE WITH FILL MATERIALS ASTM C1314. DURING CONST UVERIFICATIONR CTION OF Fm AND FAAG NR IBC SECTION 1705.12.4 IF APPLICABLE, TO BE SPECIFIED R - REFERENCE SPECIFICATIONS A B4.b, 1A tcy FOR EVERY 5,000 SQ. FT. BY THE SYSTEM ENGINEER AND INCLUDED WITH ASTM C1532 FOR PERFORMANCE THREE PRISMS FROM COMPLETED MASONRY. SELECT, TEST ELEMENTS 17057" DEFERRED SUBMITTAL DOCUMENTS. VARIFICATION AND PROOF BY THE GEOTECHNICAL ENGINEER CERTIFICATES OF COMPLIANCE, REPORTS OF SUBMITTALS TO THE BUILDING OFFICIAL 1704.5 X PRE -CONSTRUCTION TESTS, OR REPORTS OF MATERIAL VERIFYING USE OF REQUIRED MOL DESIGNS) 1 NR NR R PROPERTIES SHALL BE SUBMITTED TO THE BUILDING ART 1.40 1908.2 GROUT, AND GROUT OTHER THAN SELF -CONSOLIDATING OFFICIAL POST INSTALLED ADHESIVE ANCHORS WITH SUS [AIMED TENSION 19.3' GROUT. LOADS INSTALLED HORIZONTALLY OR AT AN UPWARD INCLINE IN "ASTM C172 X NOTE: R=REQUIRED, NR=NOT REQUIRED (SEE NOTE 6) PRIOR TO CONCRETE PLACEMENT, FABRICATE HARDENED CONCRETE AND COMPLETED MASONRY ASTM C31 CONCRETE SPECIMENS FOR TESTING. SEETHE POST INSTALLED MECHANICALANCHORS AND ADHESIVE 190810 ACI 31&26A ANCHORS (EXCLUDING CONDITIONS NOTED ABOVE) IN CONCRETE TESTING TABLE FOR ADDITIONAL X MASONRY MINIMUM SPECIAL INSMECTK HARDENED CONCRETE AND COMPLETED MASONRY FREQUENCY CODE REFERENCE AO 318:26.5, WIND RESISTING COMPONENTS- SPECIAL INSPECTIONS ROOF COVERING, ROOF DECK AND ROOF FRAMING CONNECTIONS 1705.11.3 CONCRETE/SHOTCRETE PLACEMENT, NON-SHRINKGRWT 1908.7, X X EXTERIOR WALL COVERING AND WALL CONNECTIONS TO ROOF INSPECTION TASK Y QIIALLTY QUAi1TY AND FLOOR DIAPHRAGMS AND FRAMING 1705.11.3 REMARKS X ASSURANC SOILS/GEOTECHMCAL- SPECIAL LNSPEcnc;N5 tEQUIREMENTS SYSTEM OR MATERIAL CODE OR FREQUENCY (NOTE 6) SYSTEM OR MATERIAL COD BE STANDARDS REMARKS QUALIT REMARKS REFERENCE i REFERENCE MINIMUMVERIFTCATION Y CONTINUOUS PERIODIC - SOILS VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE m N CONTINUOUS PERIODIC ASSUR ASSURANC ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY VARIES; 602-16Tabie3(S-2S) 2.3 E, ASTM REFERENCES F X ANCE VERIFY EXCAVATIONS ARE EXTENDEDTO PROPER DEPTH AND GEOTECHNICAL a HAVE REACHED PROPER MATERIAL AND SE TION26.13 OF CI 318.SECT10N AND SECTION 26.13 OF ACI 31B. - GEOTECHNICAL LEVEL 1 X BY THE GEOTECHNICAL ENGINEER OR QUALIFIED SPECIAL PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL ASTM C172 � C1831 X MATERIALS 1705.6 REPORT X BY THE GEOTECHNICAL ENGINEER OR QUALIFIED INSPECTOR VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT APPENDIX n THICKNESSES DURING PLACEMENTAND COMPACTION OF SPECIAL INSPECTOR GROUT SHALL COMPLY WITH ASTM C476. WHEN Fm EXCEEDS X 1107.5, PRIOR TO CONSTRUCTION VERIFICATION OFfM AND PAA[, COMPACTED FILL R R 1705.6 WHICHEVER IS UNIT STRENGTH METHOD -COMPRESSIVE STRENGTH OF GROUT PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE kSTMC476 IN ACCORDANCE WITH ASTM 01019. DO NOT USE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY GREATER ADMIXTURES UNLESS ACCEPTABLE. FIELDADDITIONOF X I "AWS DIA ACI 318:26AC19032" SOILS/GEOTECHNICAL- TESTING tEQUIREMENTS SYSTEM OR MATERIAL CODE OR FREQUENCY (NOTE 6) CODE REFERENCE SYSTEM OR MATERIAL CODE REFERENCE 'STANDARD QUALIT REMARKS REMARKSREFERE'. i REFERENCE MINIMUMVERIFTCATION Y QUALITY QUALITY O m N CONTINUOUS PERIODIC ASSUR ASSURANC ASATRANC VARIES; 602-16Tabie3(S-2S) 2.3 E, ASTM REFERENCES F ERREMARKS ANCE fLEVEL 2 GEOTECHNICAL a 0126, 0212, 0216, C652, C1098, OR C1405 OR TO ANSI A 137.1 AND SE TION26.13 OF CI 318.SECT10N AND SECTION 26.13 OF ACI 31B. - ` LEVEL 1 REPORT OR c CONCRETE SLUMP ASTM C172 � C1831 FILL IN-PLACE DENSITY OR PREPARED SUBGRADE DENSITY PRIOR TO CONSTRUCTION, VERIFICATION OF COMPLIANCE MINIMUM PER R X BY THE GEOTECHNICAL ENGINEER OR QUALIFIED ART. LS ASTM C270 APPENDIX n n SPECIAL INSPECTOR GROUT SHALL COMPLY WITH ASTM C476. WHEN Fm EXCEEDS E 1107.5, PRIOR TO CONSTRUCTION VERIFICATION OFfM AND PAA[, NR R R 1705.6 WHICHEVER IS UNIT STRENGTH METHOD -COMPRESSIVE STRENGTH OF GROUT .EXCEPT WHERE SPECIFICALLY EXEMPTED BY THE CODE. kSTMC476 IN ACCORDANCE WITH ASTM 01019. DO NOT USE GREATER ADMIXTURES UNLESS ACCEPTABLE. FIELDADDITIONOF DURING CONSTRUCTION, VERIFICATION OF SLUMP FLOW "AWS DIA ACI 318:26AC19032" VARIES; ADMIXTURES S NOT PERMITTED IN SELF-CONSOUDATING e c AND VISUAL STABILITY INDEX (VSI)WHEN CLASSIFICATION R R FOR BOTH CLAY AND CONCRETE MASONRYTEST IN MATERIAL VERIFICATION HIC 1705.4, TMS 6021.4 B.2 ANDTESTINGOF ACCORDANCE WITH ASTM C1314. DETERMINE LENGTH, X BY THE GEOTECHNICAL ENGINEER OR QUALIFIED , WIDTH AND HEIGHT DIMENSIONS OF THE PRISM AND TEST D CONTROLLED C SITE. SPECIAL INSPECTOR ALL CAST4M-PLACE ANCHORS/BOLTS SHALL RE FILL MATERIALS ASTM C1314. DURING CONST UVERIFICATIONR CTION OF Fm AND FAAG NR NR R - REFERENCE SPECIFICATIONS A B4.b, 1A tcy FOR EVERY 5,000 SQ. FT. "1705.6 ASTM C1532 FOR PERFORMANCE THREE PRISMS FROM COMPLETED MASONRY. SELECT, TEST ELEMENTS 17057" DURING CONSTRUCTION, VERIFICATION OF PROPORTIONS VARIFICATION AND PROOF BY THE GEOTECHNICAL ENGINEER LOAD TESTING OF MATERIALS AS DELIVERED TO THE PROJECT SITE FOR '1904.1 REQUIREMENTS MASONRY MINIMUM VERIFICATION tEQUIREMENTS SYSTEM OR MATERIAL REQUIRED FOR QUALITY ASSURANCE LEVEL REFERENCED CODE REFERENCE SYSTEM OR MATERIAL STANDARD STANDARD QUALIT REMARKS REMARKSREFERE'. i (ACCRETE MASONRY (ASTM 090) � MINIMUMVERIFTCATION Y QUALITY QUALITY O m N REMARKS C55, C73, C90, 0329, 0744, OR C1634 AS SPECIFIED. CLAY ASSUR ASSURANC ASATRANC MASONRY (ASTM C62, ASTM 0216, OR ASTM C652), CLAY OR 602-16Tabie3(S-2S) 2.3 E, ASTM REFERENCES F ERREMARKS ANCE fLEVEL 2 ELEVEL 3 a 0126, 0212, 0216, C652, C1098, OR C1405 OR TO ANSI A 137.1 AND SE TION26.13 OF CI 318.SECT10N AND SECTION 26.13 OF ACI 31B. - ` LEVEL 1 AS SPECIFIED. AAC MASONRY UNITS TO CONFORM TO ASTM c CONCRETE SLUMP ASTM C172 � C1831 01691 ANDASTM C1693. PRIOR TO CONSTRUCTION, VERIFICATION OF COMPLIANCE R R R UNIT STRENGTH METHOD -COMPRESSIVE STRENGTH OF MORTAR ART. LS ASTM C270 OF SUBMITTALS n n PROTECTION, SPACING AND TOLERANCE LIMITS. GROUT SHALL COMPLY WITH ASTM C476. WHEN Fm EXCEEDS E 26.13.33" PRIOR TO CONSTRUCTION VERIFICATION OFfM AND PAA[, NR R R "1705.3.1 ART. 1A UNIT STRENGTH METHOD -COMPRESSIVE STRENGTH OF GROUT .EXCEPT WHERE SPECIFICALLY EXEMPTED BY THE CODE. kSTMC476 IN ACCORDANCE WITH ASTM 01019. DO NOT USE X ADMIXTURES UNLESS ACCEPTABLE. FIELDADDITIONOF DURING CONSTRUCTION, VERIFICATION OF SLUMP FLOW "AWS DIA ACI 318:26AC19032" ADMIXTURES S NOT PERMITTED IN SELF-CONSOUDATING e c AND VISUAL STABILITY INDEX (VSI)WHEN NR R R FOR BOTH CLAY AND CONCRETE MASONRYTEST IN ART. 1.5&1.6.3 HIC 1705.4, TMS 6021.4 B.2 SELF-CONSOUDATING GROUT IS DELIVERED TO THE PROJECT ACCORDANCE WITH ASTM C1314. DETERMINE LENGTH, PRSMTESTMETHOD C1314 , WIDTH AND HEIGHT DIMENSIONS OF THE PRISM AND TEST SITE. PRISMS WHEN AT LEAST 28 DAYS OLD IN ACCORDANCE WITH ALL CAST4M-PLACE ANCHORS/BOLTS SHALL RE ASTM C1314. DURING CONST UVERIFICATIONR CTION OF Fm AND FAAG NR NR R - ART 7.46 A B4.b, 1A tcy FOR EVERY 5,000 SQ. FT. TESTING PRISMS FROM CONSTRUCTED MASONRY ASTM C1532 THREE PRISMS FROM COMPLETED MASONRY. SELECT, DURING CONSTRUCTION, VERIFICATION OF PROPORTIONS REMOVE, ANOTRANSPORTPRISMS PER ASTM C1532/C1532M. CONCRETE (HEADED STUDS, DBA's, ETC.) OF MATERIALS AS DELIVERED TO THE PROJECT SITE FOR '1904.1 VERIFYING USE OF REQUIRED MOL DESIGNS) PREMIXED OR PREBLENDED MORTAR, PRESTRESSING NR NR R ( ART 1.40 1908.2 GROUT, AND GROUT OTHER THAN SELF -CONSOLIDATING 19.3' GROUT. "ASTM C172 NOTE: R=REQUIRED, NR=NOT REQUIRED (SEE NOTE 6) PRIOR TO CONCRETE PLACEMENT, FABRICATE ASTM C31 CONCRETE SPECIMENS FOR TESTING. SEETHE CONCRETE SPECIMENS FOR TESTING 190810 ACI 31&26A X CONCRETE TESTING TABLE FOR ADDITIONAL MASONRY MINIMUM SPECIAL INSMECTK N REQUIREMENTS FREQUENCY CODE REFERENCE AO 318:26.5, QUAINT CONCRETE/SHOTCRETE PLACEMENT, NON-SHRINKGRWT 1908.7, 26.13.3.2(a) X INSPECTION TASK Y QIIALLTY QUAi1TY 607236 REMARKS ASSUR ASSURANC ASSURANC VERIFY MAINTENANCE OF SPECIFIED CURING TR454016 Table4 26-5.5,26,13.3,3 ANCE ELEVELZ ELEVEL3 ACI 318: (5-26) SPECIAL INSPECTIONS APPLY TO SHAPE, LOCATION AND IEVELI 26-11.1.2(b), X DIMENSIONS OF THE CONCRETE MEMBER BEING 1. AS MASONRY CONSTRUCTION BEGINS, VERIFY THAT THE 26.13.33 FOLLOWING ARE IN COMPLIANCE: FORMED ALL NON-STRUCTURAL EMBEDDED ITEMS, SUCH AS ART. CONDUITS, PIPES AND SLEEVES, SHALL BE REVIEWED EMBEDDED ITEMS IN CONCRETE 2.1,2.6 X A PROPORTIONS OF SITE -PREPARED MORTAR NR P I P A,&2.6 TRIM REINFORCING. C ART. 2.4 B. GRADE AND SIZE OF PRESTRESSING TENDONS AND NR P P B & 2A ANCHORAGES H C GRADE, TYPE, AND SIZE OF REINFORCEMENTAND ART 3.4 ANCHOR BOLTS, AND PRESTRESSING TENDONS AND NR P P &3.6A ANCHORAGES ART. 3.6 D. PRESTRESSING TECHNIQUE NR P P B CONTINUOUS INSPECTION REQUIRED FOR THE ARE MASONRY NR C/P C ART, 11 FOIST 5000 SQUARE FEET OF ARE MASONRY, E. PROPERTIES OFTHIN-BED MORTAR FOR CA PERIODIC INSPECTION AFTER THE FIRST SOW SQUARE FEET OF ARC MASONRY F. SAMPLE PANEL CONSTRUCTION NR P C ART. 1.6 D 2. PRIOR TO GROUTING, VERIFYTHAT THE FOLLOWING ARE IN COMPLIANCE: ART. 3.2 A. GROUTSPACE NR P C D&32 F B. PLACEMENT OF PRESTRESSING TENDONS AND NR P P S 10.8&10.9 ART. 2.4 ANCHORAGES & 3.6 C. PLACEMENT OF REINFORCEMENT, CONNECTORS, AND NR P C SE 6.1,6.3.1,63.6 ART. 32 REFERENCE THE GENERAL TABLE FOR SPECIAL INSPECTION REQUIRED FOR POST INSTALLED ANCHOR BOLTS &6.3.7 E&3A ANCHORS INTO COMPLETED MASONRY. ART. 2.6 0. PROPORTIONS OF SITE -PREPARED GROUT AND NR P P B & 2.4 PRESTRESSING GROUT FOR BONDED TENDONS 6..1.6 3. VERIFY COMPLIANCE OF THE FOLLOWING DURING CONSTRUCTION: A. MATERIALS AND PROCEDURES WITH THE APPROVED NR P P ART. I.S. SUBMITTALS B. PIACEMENTOF MASONRY UNITS AND MORTAR JOINT ART. 3.3 CONSTRUCTION NR P P 8 ART. 33 C. SIZE AND LOCATION OF STRUCTURAL MEMBERS NR P P F D. TYPE, SIZE AND LOCATION OF ANCHORS, INCLUDING OTHER DE TARS OF ANCHORAGE OF MASONRY TO SEC 1.2.1(e), 6.2.1& STRUCTURAL MEMBERS, FRAMES, OR OTHER NR P C 6.3.1 CONSTRUCTION E WELDING OF REINFORCEMENT NR C C iEC. 6.1.6.1.2 F. PREPARATION,. CONSTRUCTION, AND PROTECTION OF ART. 12 MASONRY DURING COLD WEATHER (TEMPERATURE BELOW NR P P C&1.8 40 F) OR HOT WEATHER (TEMPERATURE ABOVE 90 F) D G. APPLICATION AND MEASUREMENT OF PRESTRESSING NR C C e ART. 3.6 FORCE B H. PLACEMEN OF GROUT AND PRESTRESSING GROUT FOR _ _ ART. 3.5 BONDED TENDONS IS IN COMPLIANCE NR C C &3.6C ART.33 CONTINUOUS INSPECTION REQUIRED FOR THE 1. PLACEMENT OF AAC MASONRY UNITS AND NR C/P C B.9& FIRST 5000 SQUARE FEET OF ARE MASONRY, CONSTRUCTION OF THIN -BED MORTAR JOINTS 33 F.Lb PERIODIC INSPECTION AFTER THE FIRST 5000 $QUARE FEETOF AAC MASONRY ART. 1A B.2.a3, 1.4 4. OBSERVE PREPARATION OF GROUT SPECIMENS, MORTAR 8'2'b'3' SPECIMENS, AND/OR PRISMS NR P C 1A 61-c.3, 1.4B.3 & 1.4 8.4 MASONRY- REQUIRED TES rWG SYSTEM OR MATERIAL RK CODE REFERENCE OR I REFERENCED I I REMARKS SYSTEM OR MATERIAL STANDARD STANDARD I REMARKS REMARKSREFERE'. i (ACCRETE MASONRY (ASTM 090) � REFERENCE CONTINUOUS PERIODIC CONCRETE MASONRY UNIT MATERIALS TO CONFORM TO ASTM j O m N C55, C73, C90, 0329, 0744, OR C1634 AS SPECIFIED. CLAY SPECIALINSPEYTIONS OF CDNC RETE SHALLC MFORM IBC 1705.4, TMS 6021.4.8, Thk 60223, TMS 602 MASONRY (ASTM C62, ASTM 0216, OR ASTM C652), CLAY OR UNIT STRENGTH METHOD.MASONRY UNIT 2.3 E, ASTM REFERENCES F ERREMARKS $HALE MASONRY UNITS TO CONFORM W ASTM C34, C56, C62, ,N a 0126, 0212, 0216, C652, C1098, OR C1405 OR TO ANSI A 137.1 AND SE TION26.13 OF CI 318.SECT10N AND SECTION 26.13 OF ACI 31B. - ` 1 AS SPECIFIED. AAC MASONRY UNITS TO CONFORM TO ASTM c CONCRETE SLUMP ASTM C172 � C1831 01691 ANDASTM C1693. "1901.52 25.2, 25-3, z\ MORTAR SFiALLCOMPLY WITH ASTM [270. FORAAC (ASTM UNIT STRENGTH METHOD -COMPRESSIVE STRENGTH OF MORTAR IBC 1705ATMS 602 2.1, ASTM C270 C1660) n n PROTECTION, SPACING AND TOLERANCE LIMITS. GROUT SHALL COMPLY WITH ASTM C476. WHEN Fm EXCEEDS E 26.13.33" 2,000 PSI PROVIDE COMPRESSIVE STRENGTH THAT EQUALS OR WELDING REINFORCING STEEL "1705.3.1 EXCEEOSFm. DETERMINECDMPRESSNE STRENGTH OF GROUT UNIT STRENGTH METHOD -COMPRESSIVE STRENGTH OF GROUT RBC 1705A TMS 602 2.2, kSTMC476 IN ACCORDANCE WITH ASTM 01019. DO NOT USE X ADMIXTURES UNLESS ACCEPTABLE. FIELDADDITIONOF 1705.3.2 19031 "AWS DIA ACI 318:26AC19032" ADMIXTURES S NOT PERMITTED IN SELF-CONSOUDATING e c GROUT. 2. INSPECT SINGLE -PASS FILET WADS, MAXIMUM 5116- FILLET w FOR BOTH CLAY AND CONCRETE MASONRYTEST IN r HIC 1705.4, TMS 6021.4 B.2 L4 B.4, ASTM ACCORDANCE WITH ASTM C1314. DETERMINE LENGTH, PRSMTESTMETHOD C1314 , WIDTH AND HEIGHT DIMENSIONS OF THE PRISM AND TEST PRISMS WHEN AT LEAST 28 DAYS OLD IN ACCORDANCE WITH ALL CAST4M-PLACE ANCHORS/BOLTS SHALL RE ASTM C1314. m VISUALLY INSPECTED. REFERENCE STEEL INSPECTIONS PRISM SAMPLING AND REMOVAL- FOR EACH WOOL SQUARE - RIC1705.4, TMS 602 L4 B 4a, I A B4.b, 1A tcy FEET OFWALLAREA IN QUESTION,SAW-CTAMINIMUMOF TESTING PRISMS FROM CONSTRUCTED MASONRY ASTM C1532 THREE PRISMS FROM COMPLETED MASONRY. SELECT, WELDING INSPECTIONS OF STEEL ITEMS EMBEDDED IN REMOVE, ANOTRANSPORTPRISMS PER ASTM C1532/C1532M. CONCRETE- SPECIAL MSPECTIONLS W � t CODEOR FREQUENCY(NOTEG) BY. SYSTEM OR MATERIAL _ REFERENCEi STANDARD STANDARD REMARKS REMARKSREFERE'. i (j REFERENCE REFERENCE CONTINUOUS PERIODIC U O m N W SPECIALINSPEYTIONS OF CDNC RETE SHALLC MFORM GENERAL 1705.319016' ACI 318: 2613 ! CONCRETE STRENGTH TO 170S30FTHE IBC ASTM C39 ,N a '17053 AND SE TION26.13 OF CI 318.SECT10N AND SECTION 26.13 OF ACI 31B. - ` 1 ' 'ACI 318: CSL 20, c CONCRETE SLUMP ASTM C172 � C1831 REINFORCING STEELAND(POST TENSIONED/PRETENSIONED) "1901.52 25.2, 25-3, z\ X REINFORCING TO COMPLY WITH ALL CODE TENDON PLACEMENT 1906.4" 26.61-26.63, n n PROTECTION, SPACING AND TOLERANCE LIMITS. CONCRETE TEMPERATURE E 26.13.33" ) � WELDING REINFORCING STEEL "1705.3.1 !- m H LVEMFWATIONOFWELDABILTTYOFRTBNFORCNG STEEL X OTHER THAN ASTM A706 1705.3.2 19031 "AWS DIA ACI 318:26AC19032" � e c 2. INSPECT SINGLE -PASS FILET WADS, MAXIMUM 5116- FILLET w r X 3.ALL OTHER REINFORCING SIEELWELDNG , X m ALL CAST4M-PLACE ANCHORS/BOLTS SHALL RE m VISUALLY INSPECTED. REFERENCE STEEL INSPECTIONS INSPECT ANCHORVIPOLTS CAST IN CONCRETE - AC1318:17.8.2 X X FOR ADDITIONAL INSTALLATION, MATERIALAND WELDING INSPECTIONS OF STEEL ITEMS EMBEDDED IN CONCRETE (HEADED STUDS, DBA's, ETC.) '1904.1 VERIFYING USE OF REQUIRED MOL DESIGNS) 1904'2 ACI 318. CH. 19, X ( 1908.2 26.4.3, 26.4.4 19.3' "ASTM C172 PRIOR TO CONCRETE PLACEMENT, FABRICATE ASTM C31 CONCRETE SPECIMENS FOR TESTING. SEETHE CONCRETE SPECIMENS FOR TESTING 190810 ACI 31&26A X CONCRETE TESTING TABLE FOR ADDITIONAL 26.12" INFORMATION. 1908.6, AO 318:26.5, CONCRETE/SHOTCRETE PLACEMENT, NON-SHRINKGRWT 1908.7, 26.13.3.2(a) X 1906.8 AC1318:26.5.3- VERIFY MAINTENANCE OF SPECIFIED CURING CONCREWSHOTCRETE CURING 1908.9 26-5.5,26,13.3,3 X TEMPERATURES AND TECHNIQUES ACI 318: SPECIAL INSPECTIONS APPLY TO SHAPE, LOCATION AND VERIFICATION OF FORMWORK 26-11.1.2(b), X DIMENSIONS OF THE CONCRETE MEMBER BEING 26.13.33 FORMED ALL NON-STRUCTURAL EMBEDDED ITEMS, SUCH AS CONDUITS, PIPES AND SLEEVES, SHALL BE REVIEWED EMBEDDED ITEMS IN CONCRETE X FOR CONFORMANCE WITH STRUCTURAL DOCUMENTS FOR SIZE, SPACING, LOCATION, EDGE DISTANCE AND TRIM REINFORCING. CONCRETE -TESTING W � : E JGAT BY. O SYSTEM OR MATERIAL CODCODEOD NCE STANDARD FREQUENCY (NOTE 4 REMARKSREFERE'. i m REFERENCE m I U � m N W o W OO ! CONCRETE STRENGTH ASTM C39 ,N a '17053 40 ` 1 H W c CONCRETE SLUMP ASTM C172 � C1831 ASTM 7143 EACHISOCYNORLESSTHAN EACH 500DSFOFSLAB OR ! ETE P�DTE SPECIMENSATTRIAE FRESH CONCRS z\ CONCRETE AIR CONTENT 26.12, ACI 31826.5"ASTM ASTM 0231 WALL PLACER EACH SHIFT n n �Q CONCRETE TEMPERATURE E [1064 ) � (u N W a - 5w W.LKER STRUCTURAL ENGINEERI-6 P.C. 2863 N.W. CROSSING DRIVE, SUITE 201 BEND, Oregon 97703 TEL. (541) 330-6869 www.walkerse.com O0 W � : E JGAT BY. O N H N m i m O m U � m N W o W OO • � ,N a F 40 ` cmp H W c _ 0 • N z\ FW o J n n �Q = E a Im _ !- m H U o � e c w r • Q � m W.LKER STRUCTURAL ENGINEERI-6 P.C. 2863 N.W. CROSSING DRIVE, SUITE 201 BEND, Oregon 97703 TEL. (541) 330-6869 www.walkerse.com O0 W � : E JGAT BY. H i m P o W OO j A a 40 H W z 09 z J z\ FW J Z W ��uFF y.LE, �Q uz_ Im _ !- oNTf H SHEET TITLE SPECIAL INSPECTION TABLES SHEET NUMBER sO.O2 W � : E JGAT BY. H Q P a f w w a m SHEET TITLE SPECIAL INSPECTION TABLES SHEET NUMBER sO.O2 ER: : E JGAT BY. SHEET TITLE SPECIAL INSPECTION TABLES SHEET NUMBER sO.O2 FOOTING SCHEDULE MARK SIZE "A" x "B" "T„ REINFORCING A O l' -61'x CONT. (THICKENED SLAB) 10" (2) #4 CONT., BTM. OB T -D" x CONT. (THICKENED SLAB) 10" (3) #4 CONT., BTM. Q 2'-0" x CONT. 10" (3) #4 CONT., BTM. GRADE W/ #3 BARS @ 16" O.C.EA. WAY 1 3 © ---Tr .____.._. _.__________.___ ______.__�-.. r__._____.__ 1. ____ _______________________�. �_____ _.1 I 1 L 1 i i t 1 1 I 1 1 1 1 t I 2 i P O D I 1 ( i 1 I 1 I GRALLE w/#38AR5 1 8.: TVP. SLAB ON { 1 GRADECONTROL I I , 1 @16"O.C. EA. , , 1 1 0 IM E- 1 1 i JOINTS, REF. 1/$5.01 SLM O 0 4 wa i i i i I ra 11 1 I I 9 1 1 C , 10 — . r-7 I i 5.0 ( -. -J.:Q I I I 7 11 I' I t i L_ L_, HSS **5, EA. ENO @HALF WALL �. , I t 9 J) , , SIM i Q I O ©I 1 1 , I C.0 C1 CJ! I -< I -. I I 4" CONC. SLAB ON I t i I , I I GRADE w/ #3 TEAR$ 1 I I I [ 1 , I 1 @ 16" O.C. EA. WAY i 1 {' , 1 I. I ; I i 1 1 15 4 �. i L 4__________------ ------, i i 1 I I r t 5.0 I I ° i I 1 I 1 i I i 1: I , 1 , {' f 1' I I I 1 I I i 1 I , I' 1 I I i I. I 1' 1 1 1 ------------ 7 2 O I p- Q1' A , bI 4 I _ tl�g I 1 DD/7J— ___J I • 1 1 1 _- -_ _J L P6oC#FYI I PLAN NOTES 1. CMU WALL SCHEDULE MANUALLY OR ELECTRONICALLY. COORDINATE LOCATIONS OF ALL STRUCTURAL ELEMENTS, INCLUDING BUT MARK CMU WALL THICKNESS H RIZ. REINF. VERT. REINF. REMARKS /.\ 6„ RESPONSIBLE FOR CROSS REFERENCING ALL DIMENSIONS/ ELEVATIONS SHOWN WITH ARCHITECTURAL (2) #4 @ #4 @ 16" D.C. (CENTERED) TYP. REINFORCING, U.N.O. INDICATES 8" CMU WALL PER PLAN, I% EXTENT OF SUB DIAPHRAGM 1 BLOCKING & STRAPPING, REF. 2/S6.01 0 SIM. m CMU SCHEDULE MARK _LINTEL SIZE REINFORCING REMARKS ©1 Q 6"x VA" (2) #4 BARS @ BTM 6" CMU WALL, LINTEL BLOCK @ BOTTOM Q 8" x 1'-4" (2) R5 BARS @ BTM 8" CMU WALL, UNTEL BLOCK @ BOTTOM SCHEDULE NOTES: 1. LINTEL REINFORCING BARS SHALL BE EXTENDED 48 BAR DIAMETERS OR 24" BEYOND EA. EDGE OF OPENING WHICHEVER 15 GREATER, REINFORCING TO BE CONTINUOUS THROUGH WALL CONTROL JOINTS. 2. HORIZONTAL & VERTICAL WALL REINFORCING SHALL CONTINUE THROUGH LINTEL & UNTEL BEAM SHALL BE GROUTED SOLID FOR DEPTH INDICATED. 3, a INDICATES MECHT OPENING THROUGH CMU WALL. VERIFY Siff & LOCATIONS W/ MECH'L DRAWINGS. NOT ALL OPENING MAY BE SHOWN, VERIFY ANY ADDITIONAL OPENINGS W1 MECWL DRAWINGS. j PLAN NOTES 1. DO NOT USE STRUCTURAL DRAWINGS ALONE FOR BUILDING LAYOUT. DO NOT SCALE THESE o DRAWINGS MANUALLY OR ELECTRONICALLY. COORDINATE LOCATIONS OF ALL STRUCTURAL CHECKED BY: ELEMENTS, INCLUDING BUT NOT LIMITED TO, COLUMNS, WALLS, SLAB EDGES DEPRESSIONS o AND OPENINGS WITH ARCHITECTURAL DRAWINGS AND RESOLVE ANY CONFLICTS BETWEEN X DRAWINGS OR ELEMENTS PRIOR TO CONSTRUCTION. A REGISTERED SURVEYOR SHALL w PERFORM BUILDING LAYOUTAND LOCATION OF ALL STRUCTURAL ELEMENTS ATALL LEVELS. U REF. ARCH. DRAWINGS FOR ALL DIMENSIONS/ ELEVATIONS NOTSHOWN. CONTRACTOR IS N RESPONSIBLE FOR CROSS REFERENCING ALL DIMENSIONS/ ELEVATIONS SHOWN WITH ARCHITECTURAL DRAWINGS NOTIFY ARCHITECT/ ENGINEER OF RECORD IF THERE ARE ANY M DISCREPANCIES. 2. 3 INDICATES CMU WALL j v 3. SKa( INDICATES STRUCTURAL FRAMING DETAIL, REFERENCE STRUCTURAL DETAILSHEET. 4. INDICATES SPAN DIRECTION OF 5/8" APA SHEATHING (APA INDEX 40/20). ATTACH TO ROOF FRAMING W/ 8d NAILS @ 6" D.C. @ ALL PANEL EDGES AND 12" O.C. @ INTERMEDIATE FRAMING MEMBERS. EDGE NAIL @ ALL BLOCKING & DRAG STRUTS 1 EXTENT OF SUB DIAPHRAGM BLOCKING & STRAPPING, REF. 2/S6.01 SIM. M -A 1 ROOF FR & SCALE:1/4"=1 .0 AN Eel � o m CHECKED BY: o w X N w m U � N t\ M N T Lo U J W j v O 2• 2 2 Z -- ix c Z — ' o J a Q U z = E E n = h m e, m U O � o — � d c a � o z + I w 4 li 1 ! ! I I I 12 z � >< Lu w a � Lu � w �� -- N6a m el I I I I I 1I I I. I I I I Ii II4 w ° I TlP a P Y I I -- __ -- 4 6.o —— _ — __ Ii II 1 i _ I II I1 Ell +I +I 1 I -- - I I I - -- -- - - I I 112❑ I I o Ir i I 1 I I I i I 11 1LJL iI I II s I 1 i i I! It It-- 3 o I - I V I) I LJ--- !1 11 i! -- a — -- -- -- -- ; - - 4, J I -- _— a — — !1 ! 1 z o 1 1 i 1 6.0 -- 1 i JE . '77, 7/777F z* M -A 1 ROOF FR & SCALE:1/4"=1 .0 AN Eel W LKER STRUCTURAL ERGIREM96 P.[. 2863 N.W. CROSSING DRIVE, SUITE 201 BEND, Oregon 97703 TEL(541)330-6869 www.walkerse.com 00 � o m CHECKED BY: o w X N w m U � N t\ M N T Lo U J W j v O 2 Lu Z -- ix c Z — ' o J Q U z = E E n = h m e, m U O � o v � a c m � W LKER STRUCTURAL ERGIREM96 P.[. 2863 N.W. CROSSING DRIVE, SUITE 201 BEND, Oregon 97703 TEL(541)330-6869 www.walkerse.com 00 n n LCED CHECKED BY: I- S7 X m U � N t\ Q n Lo U J j O 2 Lu Z Q ix 0 O Z W r IJd J Q U z LU Q = h M N il.i n n LCED CHECKED BY: I- S7 P SHEET NUMBER S2.21 � N Q 0 O w Q G � w m � � h w z Lu w a Lu � 3 N6a m JOB NUMBER: 0 DRAWN BY: LCED CHECKED BY: SHEET TITLE ROOF FRAMING PLAN SHEET NUMBER S2.21 6"/8" SOLID GROUTED (CANTILEVERED) INTERIOR CMU WALL W/ REINF. PER SCHEDULE. (@ SIM DOUBLE WALL ON FOOTING) CONC. SLAB ON GRADE, SEE PLAN FOR ADDT INFO. ( CU CU u W z 3 _ REF. SCHED. aRR' ft=2d FOR #3 THRU #5CMU WALL BACKER ROD -#4 DOWELS (#S @ B" WALL) ALIGNED =3d FOR #6 THRU #B W/ VERT. WALL REINF. (COORDINATE 4d> 21LOCATION W/ MASON) LAP 30" MIN. 1NOTE:(ALT. HOOKS IN FTG.) CAULK JOINT W/ PLACE CONTROLIOINTS NO 12d MIN., RS R �MIN. DEPTH OF 1/2 GREATER THAN 30'4" O.C., U.N.O. U.N.O. 6d 2 22 FOR #3 THRU #S, OF JOINT WIDTH 11 CONC. SLAB ON GRADE, SEE LONG REND, RL 12d FOR #6 THRU #8 A A PLAN FOR ADDT INFO. 90' SECTION VIEW BENDS & STANDARD HOOKS _ TIES & HOOPS NOTES: 1. CHORD REINF. @ ROOF LINES MUST BE 6d i 2z" FOR #3 THRU #5, CONT. THRIJ JOINT. rL CONTROLJOINT FOR #6 THRU #8 2. UNTEL i OR HEADERS OVER j OPENIII IGS. MUST HAVE CONT. REINF.' VERT. WALLREINF. EACH SIDE OF JOINT BAR OFFSETS R=2d FOR#3 THRU #5 CMU WALL =3d FOR #6 THRU #8 90' R _* 3" CLR. Al 6=4 — - NOTES: 6d>_ 2}" FOR #3 THRU #8 . 1. 'd' IS NOMINAL BAR DIAMETER. 1 2. REINFORCEMENT PARTIALLY 5. 111 i SINGLE JOINT DOWEL TO MAKE EMBEDDED IN CONCRETE SHALL HOR1 BOND BEAM REINF. STOP AT 1 �A BOND BEAM REINF. LAP 48 BAR NOT BE FIELD BENT UNLESS R=2d FOR #3 THRU 1K EACH SI E OFJOINT STOP LADDER L DIAMETERS @EACH SIDE SPECIFICALLY NOTED ON THE=3d FOR #6 THRU #8 REINF. @ JOINT DRAWINGS. 90" R STIRRUPS NON-STRUCTURAL INTERIOR CANTILEVERED CMU PARTITION WALL 6 REINF. HOOKS & BENDS 3 5.0 SCALE: 1" = 1'-0" 1�ev SCALE: 1"=1'-0" IiI5y so HSS SUPPORT( HALF WALL r7"\8" CMU PERIMETER FOOTING 5.0 SCALE: 1" =1'-0" 5.0 SCALE: 1" =1'-0" 8" CMU WALL BEYOND BARS CONT. FROM BEYOND CONC. SLAB ON GRADE, SEE 6" PLAN FOR ADD'L INFO. REF. ARCH. 8" SOUD GROUTED CMU STEMWALL DOWELS TO MATCH WALL REINF. SIZE BEYOND @ 24" O.C. (ALTERNATE HOOKS)-_„ - LINE OF PAVING/ GRADE/SIDEWALK ASOCCURS GRADE w/ #4 x V-0" DOWELS (MIN. (2) PER OPENING) El 8 THICKENED SLAB EDGE @ DOOR OPENING 5 5.o SCALE: 1" = 1'-0" lU = 1'-0" N LAP 24" LAP 24" LAP —#5 CONT. #5 COM. )CONTROLJOINT, —HORIZ. REINF. IN BOND BEAM (TYP.) STACK TYP. @ INTERSEC. CORNER REINF. OVER BOND BEAM REINF. —CMU WALL, TYP. CMU WALL, TYP. i" MIN. FROM FACE SHELL TYP. 90' CORN ALONG. NP. DOUBLE HORIZ. LAYER NOTE: REF. GENERAL NOTES FOR REINFORCING REQUIREMENTS 24D EXTENSION, TYP. ,I V-HOOKVERT.w/ 24D EXTENSION NG REINF. T -INTERSECTION KEYED JOINT (@ SLAB MID -DEPTH) PAINT w/CLRRING COMPOUND AS BOND BREAK BEFORE ADJACENT SLAB IS PLACED 1V:3H SUBGRADEPER GEOTECH REPORT I" SAW CUT {Saw SAMEDAYASPOUR)i„ FILL W/ JOINT SEALER All NOTE: REF. REPORT BY GEOTECNMCAL ENGINEER FOR SLAB SUBGRADE REVS T/10 NOTE : CON5TRUCnONJO1NT CONTROLJOINTS TO BE 15'-0" O.C. MAX. a" g' PRE -MOLDED STRIP FLUSH w/ SURFACE F SAW CUT JOINT � FORMED JOINT TYPICAL 2" RIGID GRADE rrar r. �n—•r nn � INSULATION n m 1" (MIN.) AIR q DBL 2x4 TOP PL. EQ E a n @ HALF WALL a O 0 J #5 DOWELS ALIGNED W/ VERT. WALL REINF. ,• 8" SOLID GROUTED CMU (COORDINATE LOCATION W/ MASON) f WALL W/ REINF. PER SCHEDULE -:� 40L �i WZ N G VENEERTIESW/ATTACHMENT i? HSS 3b 3lxj W/ CAP PL Jyx3#x0'-8" (OFFSET) W/ (2) NOTE: LAP VERTICAL BARS 30" PER GENERAL NOTES ZD 4"Ox3" SDS SCREWS @ 2" O.C. @ TOP & (2) a"Ox4" MIN. W/DOWELS S V HD'D STUDS TOP& BTM AS SHOWN AT BTM ! ,I VENEER (WHERE OCCURS) V a 0 = CONK. SLAB ON GRADE, SEE � O 9 e INF PLAN FOR ADD'L O. 1 � GROUTVOID SOLID m Q .- AN BELOW GRADE CONC. SLAB ON GRADE, SEE 0 PLAN FOR ADD'L INFO. j' GRADE K 3 1 "r - 1 SOLID GROUTED CMU BLOCKS BELOW GRADE, N F_ TYP. @ VENEER Z .. 2'-0" i LU W q io N C! :y :y m 2 �x - 3" cm W ir, i c so HSS SUPPORT( HALF WALL r7"\8" CMU PERIMETER FOOTING 5.0 SCALE: 1" =1'-0" 5.0 SCALE: 1" =1'-0" 8" CMU WALL BEYOND BARS CONT. FROM BEYOND CONC. SLAB ON GRADE, SEE 6" PLAN FOR ADD'L INFO. REF. ARCH. 8" SOUD GROUTED CMU STEMWALL DOWELS TO MATCH WALL REINF. SIZE BEYOND @ 24" O.C. (ALTERNATE HOOKS)-_„ - LINE OF PAVING/ GRADE/SIDEWALK ASOCCURS GRADE w/ #4 x V-0" DOWELS (MIN. (2) PER OPENING) El 8 THICKENED SLAB EDGE @ DOOR OPENING 5 5.o SCALE: 1" = 1'-0" lU = 1'-0" N LAP 24" LAP 24" LAP —#5 CONT. #5 COM. )CONTROLJOINT, —HORIZ. REINF. IN BOND BEAM (TYP.) STACK TYP. @ INTERSEC. CORNER REINF. OVER BOND BEAM REINF. —CMU WALL, TYP. CMU WALL, TYP. i" MIN. FROM FACE SHELL TYP. 90' CORN ALONG. NP. DOUBLE HORIZ. LAYER NOTE: REF. GENERAL NOTES FOR REINFORCING REQUIREMENTS 24D EXTENSION, TYP. ,I V-HOOKVERT.w/ 24D EXTENSION NG REINF. T -INTERSECTION KEYED JOINT (@ SLAB MID -DEPTH) PAINT w/CLRRING COMPOUND AS BOND BREAK BEFORE ADJACENT SLAB IS PLACED 1V:3H SUBGRADEPER GEOTECH REPORT I" SAW CUT {Saw SAMEDAYASPOUR)i„ FILL W/ JOINT SEALER All NOTE: REF. REPORT BY GEOTECNMCAL ENGINEER FOR SLAB SUBGRADE REVS T/10 NOTE : CON5TRUCnONJO1NT CONTROLJOINTS TO BE 15'-0" O.C. MAX. a" g' PRE -MOLDED STRIP FLUSH w/ SURFACE F SAW CUT JOINT � FORMED JOINT TYPICAL SLAB ON GRADE rrar r. �n—•r nn � N NOTES: L THIS DETAIL SHOWS PERMISSIBLE LOCATIONS OF PIPES, CONDUITS, EIC. UNDER BEARING WALLS. 2. STEP FTG. EA. SIDE OF PIPE SO SLEEVE & PIPE WILL PENETRATE STEM WALL 3. CANC. BACK FILL NOT REQ'D. BY STRUCTURAL ENGINEER UNDER NON-BEARING WALL FTG. WHEN EXCAVATION FOR MECH. IS LESS THAN 1'-0" DEEP BY 1'0 WIDE, U.N.O. NOTE: REF. DETAIL 7/55.01 FOR TYP. INFO. 1 —l1 PIPE SLEEVE 2" LARGER THAN PIPE. WRAP BETWEEN PIPE & SLEEVE w/ A COMPRESSIBLE MATERIAL FTG. i d- MIN. �` jz REINF. EXCAVATED FOR 6" MECH. REQ'S., FILL MIN. W/2000 PSI CONC. A ELEVATION VIEW A A W CONC./PAVING PER ARCH. MECH. REQS. �TYP. PIPE AT CMU STEM/CONC. FTG. 5,0 SCALE: 1" =1'-0" OBLIQUE CORNER NOTE: 1. "D"=NOMINAL BAR DIAMETER. 2. TRANSVERSE BARS NOT SHOWN FOR CLARITY. 3. CONFIGURATIONS&VALUES ARE APPLICABLE TO BOTH TOP & BTM. REINFORCING. CORNERS & INTERSECTIONS_ rim WALKER_ STRUCTURALRENGINEERING P.C. . 2863 N.W. CROSSING DRIVE, SUITE 201 BEND, Oregon 97703 TEL. (541) 330-6869 www.walkerse.com � O N CHECKED BY: CED o w � N n m H V q � W a n a O 0 J ,• c O �i WZ N G 0 Z = E E J S JJ3 a^, G V a 0 = 1.— � O 9 e c W � m Q .- AN WALKER_ STRUCTURALRENGINEERING P.C. . 2863 N.W. CROSSING DRIVE, SUITE 201 BEND, Oregon 97703 TEL. (541) 330-6869 www.walkerse.com JOB NUMBER: 00 DRAWN BY: GAT CHECKED BY: CED SHEET TITLE STRUCTURAL DETAILS: FOUNDATION SHEET NUMBER S5e = m H ci n ui O 0 J O �i WZ G Z LL H W J S JJ3 W In Y G Qui = 1.— M h W � Q w 0 K N F_ LU W w a N C! m JOB NUMBER: 21170 DRAWN BY: GAT CHECKED BY: CED SHEET TITLE STRUCTURAL DETAILS: FOUNDATION SHEET NUMBER S5e I SIMPSON HTC DEFLECTION CLIP WITHIN 1'-0" OF W ENDS & @ 4'-0" O.C. MAX. (M{N. 2) CLIPS PER WALL SEGMENT) SIMPSON HTC T-0" OF WALL I (MIN. (2)C I .J 3x P.T. TOP PL. w/§"O x8" . EMBED A.B.S @ 24" O.C. GAP (1) #4 CONT. @ TOP OF WALL 6" SOLID GROUTED CMU WALL PER PLAN WALL PERP. TO JOIST 1-90 BUVG (TO MATCH JOIST DEPTH) @ EA. DEFLECTION CLIP W/ SIMPSON HU HANGER @ EA. END 1" GAP PLYWOOD WEB FILLER AS R8XD FOR HNGR INSTALLATION ilgl24;l0cla ROOF SHEATHING PER PLAN Tif ROPISTS ER PLN I B PER PLAN BEVELED 2x4LOCK BACKER BLOCK AS REQ'D FOR TIE SIMPSON H8 CLIP FROM EA. TN ROOF JOIST TO TOP PL BEVELED BEARING PLATE W/ (1) l6d NAILS @ 6" O.C. CONT. 4x F.T. TOP PL w/s"O x 8" MIN. FMBEO A.WS @ 24" O.C. CANT. 2EE4 SISTERED TO ROOF JOIST W/ (2) ROWS OF Bd NAILS @ 8" O.C. 2SE FILLER :1 FASCIA PER REF. ARCH. L ARCH. FULL HT. 11" LVL BLOCKING W/ LPT4 CUPS @ 24" O.C., U.N.Q. A34 EA. SIDE @ EA. JOIST TO TOP PL 8" SOLID GROUTED CMU WALL PER PLAN ROOF JOIST @ CMU WALL 1 (HIGH END, SIM. SLOPE OPP. DIRECTION) 6A SCALE: 1" =1E-0" SIMPSON A34 CLW WI SCREWS EA. SIDE @ EA. CUP WITHIN-- D" O.C. MAX. SIMPSON CS16 STRAP (FASTEN TO 1SEGMENT) BLK'G @ EVERY HOLE @ OUTRIGGER it (1) #4 CONT. @ & EVERY OTHER HOLE REMAINDER), TOP OF WALL REF. PLAN FOR EXTENT. EXTEND STRAP 14" MIN. ONTO OUTRIGGER 3x P.T.TOPPLw/g0x8" . EMBED A.B.S @ 24" O.C. 6" SOLID GROUTED CMU WALL PER PLAN WALL PARALLEL TO JOIST NON-STRUCTURAL CMU WALL ROOF JOISTS AI ROOF JOISTS PER PLAN ROOF SHEATHING PER PLAN BACKER BLOCK AS REQ'D FOR TIE MN H8 CUP FROM EA. TJ1 0OF JOIST TO TOP PL B ED BEARING PLATE t/(1 15d NAILS @ 6" O.C. TOP PL. w/a"O x 8` DA.B.'S @ 24" O.C. `FULL HT. 1r LVL BLOCKING W/ LPT4 CUPS @ 24" O.C., U.NJD. �A34 EA. SIDE @ EA. JOIST TO TOP PL 8" SOUD GROUTED CMU WALL PER PLAN 5�RQOF JOIST @ CMU WALL EACH END @ 48" O.C. FOR EXTENT OF CS STRAP SIMPSON LL EA. OUTLI ROOF SHEATHING PER PLAN FULL HT. BLK'G BTWN OUTRIGGERS W/ A35 @ 24" O.C., TYP. U.N.O. 2x6 OUTLOOXERS @ 24" Q.C. _ FASCIA PER ARCH LVL JOIST PER PLAN COM. 4x P.L TOP PL. W/1"0 x 8" MIN. EMBED A.B.S @ 24" O.C. ? EAVE FRAMING n�1 trw F• 1„ =1,_n„ EDGE 8d NAILS @ 4" O.C. TO ROOF JOIST PER TJI BURG w/ ITS' HANGER @ 24" O.C. SIMPSON A34 CLIP W/ (8) SL SCREWS EA. SIDE @ . N . (1'-6" MAX.) 8" SOUD GROUTED CMU WALL PER PLAN RAKED CMU WALL CONT. 4x P.T. TOP PL w/g o IN 8" MIN. EMBED KWS @ 24" O.C. #S CONT. @ 8" SOLID GROUTED CMU WALL PER PLAN ROOF JOIST @ CMU WALL InlscALF- V = V -o" PER PLAN WkL_KE_R STRUCTURAL ENGINEERING P.C. 2863 N.W. CROSSING DRIVE, SUITE 201 BEND, Oregon 97703 TEL. (541) 330-6869 www.walkerse.com 00 N o a Oo o wi � r a N m m '^ V � a r m ti WOO J w J a Q P oINN. ao N W Z cke z z \ H W J W 0 Q o � = » o co� V w O � e N a m IN, WkL_KE_R STRUCTURAL ENGINEERING P.C. 2863 N.W. CROSSING DRIVE, SUITE 201 BEND, Oregon 97703 TEL. (541) 330-6869 www.walkerse.com 00 N : E LGAT Oo L1.1 SHEET TITLE STRUCTURAL DETAILS: FRAMING m N m WOO J J Q P oINN. ao W Z cke z z \ H W J W 'LL'En V Q U z W M N ER: N : E LGAT BY: L1.1 SHEET TITLE STRUCTURAL DETAILS: FRAMING E— m Q P 0 Q G N )c_ Ul w W 2 N � m ER: 0 : E LGAT BY: SHEET TITLE STRUCTURAL DETAILS: FRAMING SHEET NUMBER S6s0l MECHANICAL LEGEND PIPING DUCTWORK SYMBOL ABBREV. DESCRIPTION SYMBOL ABBREV. DESCRIPTION SYMBOL ABBREV. DESCRIPTION REFRIGERANT PIPING: RL REFRIGERANT LIQUID --- 0 —0 PPMGUP SA RECTANGULAR SUPPLY AIR DUCT UP RS REFRIGERANT SUCTION ----3-1-0 PIPING DOWN RA RECTANGULAR RETURN AIR DUCT UP DIRECTION OF SLOPE EA RECTANGULAR EXHAUST AN UP FIRE PROTECTION PIPING: CAPPED PPE IOE F FRE SPRINKLER SUPPLY OSA RECTANGULAR OUTSAR UP PPE REDUCING FITTING: CONCENTRIC, ECCENTRIC MAS RECTANGULAR MAKE-UPAIR DUCT UP PLUMBING PIPING: DIRECTION OF FLOW RECTANGULAR SUPPLY AIR,& MAKE-UPAIRDUCTIDOWN CW POTAB.ECOLDWATER RECTANGULAR RETURN AIR DOWN - - AI POTABLE HOT WATER RECTANGULAR EXHAUST AIR — - - - HAIR POTABLE IOTWATER RETURN TW POTABLE TEMPERED HOT WATER ONSIDE AIR DOWN NP NON -POTABLE COLD WATER ROUND DUCTWORK UP W SAMTARYWASTEROUND DUCPNORKDOWN PW PUMPED WASTE _-------_ V VERT TURNVANEELBON D DRAW SO STORM DRAIN STANDARD RADIUS ELBOW -------- OD OVERFLOW DRAIN PSW PUMPED STORM WATER FLEXIRT.E DUCT CONNECTION DUCT SIZE: WIDTH (W)x DEPTH (I() N SD -1 DIFFUSER TYPE ` lext0 SIZE (W) -BLOW PATTERN (4-WAYFNONE SHOWN) .211) AIR VOLUME IN CUBIC FEET pa MINUTE(CFM) Ml GRILLETYPE 12100 Ste(" 175 ARVOLUME IN CUBIC FEET per MINUTE(CFM) EG -1 GRILLETYPE two SIZE (IN) RS ANVDUUMEINCUBIC per MINUTE (CFM) EG -1 SIE WALL.DIFFUSER ORGRGRILLE TYPE 4 ec4 SIZE(IN) KID AIR VOLUME W CUBIC FEET pa MINUTE (CFM) INTERNALLY LINED OR DOUBLE WALL DUCTWORK MANUALVOLUMEDAMPER Q®' AUTOMATIC CONTROL DAMPER _��1 � ATIDUCT ANGLED CHANGE W It 1 ELEVATION —1 " T� I ROUND DUCT ANGLED CHANGE W ELEVATION CONCENTRIC TRANSITION ECCENTRIC TRANSITION 45 DEGREE LATERA BRANCH, j ROUND L+ -L 45 DEGREE ENTRY BRANCH, ROUND OR RECTANGULAR CONICAL BRANCH. ROUND 'MBOL DESCRIPTION (E) EXISTING )R 6e DIAMETER Q NEW TO EXISTING PONT OF CONNECTION NOTE REFERENCE MARKER 1 SHEETRUMBER PLAN OR DQETAILNUMBER PLAN OR DETAIL REFERENCE MARKER M-521 • ri TFIrI 'r,:7L _P_ _ 4-P— — _P^ (MBOL DESCRIPTION M1.21 PROCESS PIPING SIGNAL — — — — ELECTRICALSIGNAL INCHES DAMPER OT AHUL1 SPACE THERMOSTAT WAAHU-i SPACE TEMPERATURE TEMPERATURE MEASUREMENT PRESSURE MEASUREMENT FLOW MEASUREMENT S=SENSOR T=TRANSMITTER RELAY OR SWATCH C = EDECTRIC CURRENT FS=FLOWSWITCH HP=HIGH PRESSURE LP=LDWPRESSURE RELAY FREEZEPROTECTON SECTION REFERENCE MARKER WAAEIVDIRECTION •L utLai -•i a • •.w r •ui�el :�u�•GI SYMBOL ❑ DESCRIPTION M1.21 ACTUATOR -ELECTRIC p AUTOMATIC CONTROL INCHES DAMPER ABOVE FINISHED FLOOR NWC Cpl' BAS WPUTIOUTPUT POINT ALARM A1=ANALOGWPUT INTEGRATED PART LOAD VALUE AO=ANLOGOUTPUT ALUMINUM D1= DOTAL INPUT INDIRECT WASTE DO = DWYT%OUTPUT ALTERNATE FUNCTONDESIGNATIC LEAVING AIR TEMPERATURE SIS=STARTISTOP EQUIPMENT CONTROL PANEL(WUEQUP. VFD INDICATED UNDERLINED) CMR -2 CP=CONTROLPANEL BCP = BOILER CONTROL PANEL CCP= CHILLER CONTROL PANEL TAP = FIRE ALARM PANEL MC=MOTOR CONTROLLER VFD= VARIABLE FREQUENCY DRIVE MDPRELAY DP= DIFFERENTIAL PRESSURE GENERAL NOTES 1. SIZE AND LOCATION OF ALL PIPING AND OTHER MECHANICAL EQUIPMENT ISAPPROXIMATE CONTRACTOR SHALL SITE VERIFY THE LOCATION OF EXISTING PPNG AND EQUIPMENT AND CONSTRUCT WORK FROM FEND DIMENSIONS. CONTRACTOR SHALL MAKE ADJUSTMENTS NECESSARY TO ACCOMMODATE MINOR DEVIATIONSATNO COST TO OWNER 2 FINEW4iT)LNEWORKWDrATESEXWMPIPNGANDOTHERMMMICALEQUIPMENT.BOLD {HEAVY) LINE WORKNOICATESNEW PIPING AND OTHER MECHANICALEQUPMENT. ABBREVIATIONS LEGEND, GENERAL NOTES & SHEET INDEX M1.21 ACH AR CHANGES PER HOUR N INCHES AFF ABOVE FINISHED FLOOR NWC INCHESWATER COLUMN AFS AUTOMATIC FIRE SPRINKLER PLV INTEGRATED PART LOAD VALUE AL ALUMINUM fW INDIRECT WASTE ALT ALTERNATE LAT LEAVING AIR TEMPERATURE APD AIR PRESSURE DROP LBS POUNDS BAS BUILDING AUTOMATION SYSTEM LWT LEAVING WATER TEMPERATURE BHP BRAKE HORSEPOWER EDA MILLIAMPERE BOD BOTTOM OF DUCT MAX MAXIMUM STUN BRITISH THERMAL UNITS PER HOUR MEI THOUSANDBTUsperHOR CFH CUBIC FEET perHOUR MCA MINIMUM CIRCUIT AMPS CFM CUBIC FEETpo MINUTE MFGR MANUFACTURER CMU CONCRETE MASONRY UNIT MIN MINIMUM CONC CONCRETE MOP MAX. OVERCURRENTPROTECTK)N CONT CONTINUATION 01) NEW (D) DEMOLITION NC NOISE CRITERIA DB DRY BULB NC NORMALLY CLOSED dBe DECIBELSACOUSTUC NIC NOT IN CONTRACT DEMO DEMOLITION NO NORMALLYOPEN DN DORM NPLV NON-STANDARD PARTLOAOVALUE DP DIFFERENTIAL. PRESSURE NPSH NET POSITIVE SUCTION HEAD (E) EXISTING OFG OWNER FURNISHED/ EAT ENTERING AIR TEMPERATURE CONTRACTOR INSTALLED EER ENERGY EERCENCYRATK) OSA OUTSIDE AIR EFF EFFICIENCY PD PRESSURE DROP EG EXHAUST GRILLE PH PHASE ESP EKTERNN-STATICPRESSURE PPH POUNDSpa HOUR EAT ENTERING WATER TEMPERATURE PS POUNDS per SQUARE INCH FIA FULLLOADAMPS REDD REQUIRED FFM FEET PER MINUTE RF RETURN FAN FT FEET RG REIURNORILLE FTWC FEET WATER COLUMN RH RELATNEHUMONY FUT FUTURE RPM REVOLUTIONSpa MINUTE GPH GALLONS PER HOUR SD SUPPLY DIFFUSER GPM GALLONS PER MINUTE SEER SEASONAL. ENERGY EFFDCIE ICY RATIO GYP BD GYPSUM WALLBOARD SF SUPPLYFAN HP HORSEPOWER SS STAINLESS STEEL HSPF HEATING SEASONAL SM STEEL PERFORNANGEFACTOR TSP TOTAL STATIC PRESSURE HVAC HEATING, VENTILATING, TYP TYPICAL &AR CONDITIONING VFD VARIABLE FREQUENCY DRIVE HZ HERTZ(CYLXESPERSECOND) WR WETBIILB AQ NDOORAR QUALITY WC WATER COLUMN MNG WATERGAUGE SHEET INDEX - MECHANICAL M0.01 LEGEND, GENERAL NOTES & SHEET INDEX M1.21 FLOOR PLAN M5.01 DETAILS M5.02 DETAILS M6.01 SCHEDULES 0 Systems West Engineers, Inc. 2021. The signature in this document is encrypted. Editing this document is prohibited. (OAR 820) �V #.4MZ- k 9 DIGITALLY SIGNED %ORtEGON °40 NAYa$; �.sr SYSTEMS WEST ENGINEERS T25 A Street Sp,kgTieM, OR 97477 541.3427210 ryrtemme wginmmrs SWE Pro N. x02701 00 n O N CHECKED BY: 13 O M _ Av w UmC P o � N LU < N V >^ 00 Q ya M a0 fit+ m q 7— Ge Z N J \. ! m 2� Q U z ILU .o H 6 a o = n E E K L) 3 a O to m � o v q C Q m � SYSTEMS WEST ENGINEERS T25 A Street Sp,kgTieM, OR 97477 541.3427210 ryrtemme wginmmrs SWE Pro N. x02701 00 n DRAWN BY: JSH CHECKED BY: 13 Q � _ UmC P N LU < n >^ 00 Q m o. a0 fit+ Z 7— Ge Z W J \. Z MY m 2� Q U z ILU .o H 4? N ui n DRAWN BY: JSH CHECKED BY: GNL Q � Q P Q m K to � o m JOB NUMBER: 2111 DRAWN BY: JSH CHECKED BY: GNL SHEET TITLE LEGEND, GENERAL NOTES & SHEET INDEX SHEET NUMBER M0401 RG -1 12912 As 800 CFM DISCHARGE CONDENSATE DRAIN TO GRADE AT BUILDING EXTERIOR PENETRATE EXTERIOR WALL cABOVEGRADE & RIRS PIPE ROUTING, REFER TO DETAIL 2IM5.02 LOCKER ROOM Ica SG -1 10x10 250 CFM am OF 2) �- ROUTEDUCTABOVE CEILING BETWEEN TRUSSES. MOUNT&AFF. -, SG -1 6x6 CD OF€.LE .. 100 OSA 100 EA STORAGE ..102 �-- EXHAUSTLOUVER, OSA LOWER, SEEARCH. SEEARCK MOUNT IT AFF. ROUTE PIPE ABOVE CEILING BETWEEN TRUSSES. ENTRY STORAGE {WOF21I5 UMPIRE RM 0 PROVIDE 1^ DUCT LINER ROUTEDUCTAE CEILING BETWEI TRUSSES. - 6x6 UP TO GRAVITY VENTIIATIXL 5.01 OSALOUVERSREDFOR — 635 CFM. 4SF@5D%FREEAREA. DRYER EXHAUST UP TO ROOF. SIZED PER MANUFACTURER REQUIREMENTS fCU _ 4 - 1 FLOOR PLAN Q 1.21 SCALE: 114'= I' -( PROJECT NORTH SG -1 10x10 256 CFM u� 0 EG -1 6x6 70 CFM (TYP OF 8) JANITOR I %07.1 6x6EADUCTUP TOGRAVITY / 3 VENTILATGR...- .. DISCHARGE CONDENSATEINTO MOP SINK SEE PLUMBING FOR MOPSIWDETAILS ROUTE DUCTS EXPOSEDINSPACE CENTERLINE 9 AFF. ROUTEDUCTABOVE CEILING BETWEEN TRUSSES. UH �.l!:, S 6x6 EA DUCT UP .01 TO GRAVITYVENTILATOPL MOUNTIZAFF. LOCKER mmosommoom ROUTE PIPE ABOVE CEILING BETWEEN TRUSSES. MOUNT VAFF. ENTRY „'" v +F-- its SG -1 _- 1 nELE EXHAUSTLOUVER t i SEEARCK OSA LOWER, SEEARCH. Q Systems West Engineers, Inc. 2021. The signature in this document is encrypted. Editing this document is prohibited. (OAR 820) Orm R� N tl 14,632 DIGITALLY SIGNED OREGON �F �Y38� W XY 1T -3"g SG1 �' b CHECKED BY: 6x6 O M N 130CRd N b Um * Li_ _m w T N L 0 x x d M Q W r mo. v m b W Z Z w Z r AL p N t RG -1 1202 QU a o = 256 CFM £ n n H 3 O N+OMEsI �• N c N h G L SG -1 10x10 256 CFM u� 0 EG -1 6x6 70 CFM (TYP OF 8) JANITOR I %07.1 6x6EADUCTUP TOGRAVITY / 3 VENTILATGR...- .. DISCHARGE CONDENSATEINTO MOP SINK SEE PLUMBING FOR MOPSIWDETAILS ROUTE DUCTS EXPOSEDINSPACE CENTERLINE 9 AFF. ROUTEDUCTABOVE CEILING BETWEEN TRUSSES. UH �.l!:, S 6x6 EA DUCT UP .01 TO GRAVITYVENTILATOPL MOUNTIZAFF. LOCKER mmosommoom ROUTE PIPE ABOVE CEILING BETWEEN TRUSSES. MOUNT VAFF. ENTRY „'" v +F-- its SG -1 _- 1 nELE EXHAUSTLOUVER t i SEEARCK OSA LOWER, SEEARCH. Q Systems West Engineers, Inc. 2021. The signature in this document is encrypted. Editing this document is prohibited. (OAR 820) Orm R� N tl 14,632 DIGITALLY SIGNED OREGON �F �Y38� W XY 1T -3"g SYSTEMS WEST ENGINEERS 725 A Street SpringTieb, OR 97477 541342.7210 rystemsiatengirreem. SWE PF4 No. x027.01 J 00 Ln o b CHECKED BY: 0 O M N L N b Um * m N w L 0 N M Q W r mo. v m b W Z Z w Z r p N QU a o = _ £ n n H 3 O � c N SYSTEMS WEST ENGINEERS 725 A Street SpringTieb, OR 97477 541342.7210 rystemsiatengirreem. SWE PF4 No. x027.01 J 00 2111 DRAWN BY: JSH CHECKED BY: 0 t N N Um * m n w L 0 o� Q 0 r mo. L1 Q 0 O W Z Z w Z r z QU = Uj %O M im H H m JOB NUMBER: 2111 DRAWN BY: JSH CHECKED BY: GNL t N N Q m m G m � N h H WUj w Z o. w O O i m Q JOB NUMBER: 2111 DRAWN BY: JSH CHECKED BY: GNL SHEET TITLE FLOOR PLAN W Vf SHEET NUMBER o MI $21 „ PLAN VIEW IlLg�t..ln SHEETMETAL DUCT CEILING RECTANGULAR - SHEETMETALDUCT CEILING WIDTH OF DIFFUSER NECK %v\ PLAN VIEW WIDTH OF - NECKDIFFUER Iji NECK - - DIFFUSER GRILL & REGISTER CONNECTION ROOF DRYER OUTLET DRYER OUTLET 1 CHECKED BY: GNL o CURB'BY NOT TO SCALE F � MANUFACTURER RECTANGULAR ROUND _ .. ROOFING SYSTEM ROOFINSLILATION ASSPECEFIED DUCT DUCT SEALANT - a CLAMP 30° MAX OVER 30° TURN VANES W ` INNER RADIUS AS SPECIFIED —15°MAX. =0"MIN. ¢u- CONICAL FITTUNG SEPARATE 15 MAX. \�� INSULATION ROOF DAMPER a W co CG FLASHING BOOT BRANCH CONNECTION TO .� DUCT OFFSETS AIR FOIL ROOFSDiUCTURE Q TURNVANE ELBOW DUCT -SEE PLANS FOR Q ECCENTRIC REDUCER CL E SIZE & LOCATION c tu 11. REFERENCEN OTES: ROOFDECK PENETRATION THROUGH 1© PROV®EDUCNYORKFlANGE TOATTACH DUCTTO UNDERSIDE OF DAMPER TRAY. ROOF DECK& INSULATION i4(4"MIN.) Eb 30,MNC 45. PROVIDE DUCTWORK HANGERS TO SUPPORT WEIGHT OF DUCTWORK DIFFUSER GRILL & REGISTER CONNECTION ROOF DRYER OUTLET DRAWN BY: 1 CHECKED BY: GNL o NOT TO SCALE NOT TO SCALE F � y RECTANGULAR ROUND _ n DUCT DUCT � m a y 30° MAX OVER 30° TURN VANES W ` INNER RADIUS AS SPECIFIED —15°MAX. =0"MIN. ¢u- CONICAL FITTUNG SEPARATE 15 MAX. \�� DAMPER a W co CG c f BRANCH CONNECTION TO .� DUCT OFFSETS AIR FOIL RECTANGULAR Q TURNVANE ELBOW DUCTWORK Q ECCENTRIC REDUCER CL E n n c tu 11. a 0 4y� ' 30`MAX. i4(4"MIN.) Eb 30,MNC 45. c lu Q 91-lrzw LU 22-12' ' - ps— ACCESS o_ 1_ -! MIN. 'L �.u• -'' DAMPBALAS �--w Doors "CROSS"TYPE 450 TEE WYE -FITTING 15, RADIUS ELBOW TRANSITION10 45° BRANCH DUCT TRANSITION m SUPPLY OR RETURN WITH DUCT COIL DETAI NOTES: 15' MAX I. DUCT LINER NOT SHOWN FOR CLARITY. REFERENCE NOTES: Er 2. FOR ADDITIONAL DETAIL, DUCTWORK SHALL BE CONSTRUCTED PER 2005 O PROVIDE NR EXTRACTOR WITH EXTERNAL OPERATING SMACNA HVAC DUCT CONSTRUCTION STANDARDS. KNOB WHERE 45°BRANCH TAKEOFF CANNOT BE SAMERDAS DSIr R=D INSTALLED. 3. DUCTOFFSETSANFORREGT0NUM,RS MAY VERT DUCT PROFILES TO 90° ELL D215', R=15" ANY COMBINATION FOR RECTANGULAR, ROUND aTFLAT OVAL SHAPES. ROUND OR 450 ELL 90°ELL REDUCER 51 IlVV1VV L NOT TO SCALE OSADUCTCONNECTION-SEE PLANS FOR SIZE AND CONFIGURATION. RA BRANCH DUCT -SEE - PLANG FORSIZE AND CONFIGURATION. UNISTRUTATTACHEDTO - STRUCTURE ORJOISTS ABOVE,-SEESTRUCTURAL FACTORYFITER RACK - WIACCESS LINED RA PLENUM SIZED TO MATCH'RAOPENING WIDTH UNIT°-S'L' LONG MIN., HEIGIiI'•••.. AS REQUIRED FOR LARGEST CONNECTING DUCT NUl IU S:ALL 1 MAINTAIN MINIMUM PIPING ELECTRICAL CLEARANCE PER i I I RECOMMENDATIONS NS b0 FAN COIL: PLAN VIENN SADUCT-SEEPLANS FOR CONFIGURATION. UNIT SUPPORT AND VIBRATION ISOLATION AS SPECIFIED LUTED SA DUCT AS SHOWN ON PLANS SA DUCT'SIZE TO MATCH GPENUNG WIDTH. HEIGHT AS -�� REQUIRED FOR LAR CONNECIINGDUCT FLEX CONNECTOR SECTION VIEW � CONDENSATE DRAIN CONNECTION M.11S0754C11Pil 11 CONDUIT BY II ELECTRICAL CONTRACTOR II - U INSIDE EXTERIOR SILICONE SEALANT INREGIETCUT INTO EXTERIOR WALL WALL EXHAUST FMN FLASHING FAN SUPPORT PLATE FLASHING OUTSIDE NOTES - PROVIDE PaUTION OTESPROVIDEPaUTION AROUND DUCTWORK FROM WALLTOAUTOMATIC DAMPER. INSULATION NOT SHOWN ON DETAIL SIDEWALL EXHAUST FAN NOT TO SCALE 0 Systems West Engineers, Inc. 2021. The signature in this document is encrypted. Editing this document is prohibited. (OAR 820) F— W H F- G DL Uj PROF 'L`T 41P " N DIGRALLY SIGNED OREGON SYSTEMS WEST ENGINEERS 725 A Stt Spd.gW OR 97477 5413927270 SWE P4 N. X027Jt1 a0 N DRAWN BY: JSH CHECKED BY: GNL o M _� F � y ULU _ n to U � m a y M W v b y W a co CG c �+ r2 .� O a Q » o Q _ CL E n n c tu 11. 3 a 0 e c Q � m SYSTEMS WEST ENGINEERS 725 A Stt Spd.gW OR 97477 5413927270 SWE P4 N. X027Jt1 a0 N DRAWN BY: JSH CHECKED BY: GNL Q M _� meC I ULU to G ° Ci n a Q J to � W Z Z CG z iL:3 �+ r2 .� Z Q U a Q �o oe _ tu 11. M N � N DRAWN BY: JSH CHECKED BY: GNL Q M I P Q K m LU w LU o_ O m JOB NUMBER: 2111 DRAWN BY: JSH CHECKED BY: GNL SHEET TITLE SHEET NUMBER M5s0l (2)12°0 SS BOLTS i; NECK UNIT CONCRETE PAD, SEE ARCHITECTURAL CONDENSING UNIT INSTALLA NOT TO SCALE HP 1 RXY0192XATJA A B RXYQ120XATJA RXYQ7ZXATJA V2x1 EQUIPMENT ANCHORAGE TO PAD PER SECTION 230548. 12 GA MIP. UNI -STRUT P1000HS SLAB IT LARGER THAN UNITALLSDM 26.Oft [4], 78.011 , tO.Oft , 40ft , 37.011[2] 4 27.011[41 , 80»[31 WSX KHRP26M7ZTU9 12 x KHRP26M72TU9 WX KHRP26M72TU9 318x KHRP26A33T9 318X KHRP28A22T9 318x KHRP26A22T9 1AX I Iff 1 7!8"I ilia" 7B" ( 3N' I sw I 12' FXZ0I2MVJU9 KHRP28A22T9 NOT TO SCALE 7.011[31 co ft [s1 I 318x 5B" FCU 5 FXMQ48MFVJIJ 6.0ft rA N ---j 114 x 72 FCU 4 FXZQI2MVJU9 "X 5B FCU 1 FXAQ24PVJU 5V FCU 2 FXAQ24PVJU 14.0 ft III 1!4 x 117 FCU3 FXZQI2w.m 0 Systems West Engineers, Inc. 2021. The signature in this document is encrypted. Editing this document is prohibited. (OAR 820) �`yQ�i PROF � �V"1t14,58•J`4s r DIGITALLY SIGNED %G ON 'Xa - SYSTEMS WEST ENGINEERS 725 A S1 SpimjfieK OR 97477 5413427210 syAnosxextengi�erscnm SM Pro} No. X027.01 00 {n O q CHECKED BY: GNL o w � 41 UmCC V � rn m t+l W � e N I0 r {— Q t �a a G 0 O N S » a E o n V s a o Z CX o W Qrm f G SYSTEMS WEST ENGINEERS 725 A S1 SpimjfieK OR 97477 5413427210 syAnosxextengi�erscnm SM Pro} No. X027.01 00 2111 DRAWN BY: JSH CHECKED BY: GNL HL & UmCC � I0 >� �a a a� 0 W z Z tv z W W r Uz U. �a LUD- .� JOB NUMBER: 2111 DRAWN BY: JSH CHECKED BY: GNL HL & Q � Q a Q f N LU w w 0 m JOB NUMBER: 2111 DRAWN BY: JSH CHECKED BY: GNL SHEET TITLE DETAILS E— W N M SHEET NUMBER fu t� M5602 VENTILATION CALCULATION VRF UNIT EXHAUST FANS MINIMUM VENTILATION REQUIREMENTS (OMSC2019- TABLE 403.3.1.1) SPACE DESIGN ARROWS KW ELECTRICAL VOLTS PHASE (1)MOTOR CONTROLS FURNISHED SY DN.23 (2)MS: MOTOR STARTER, VFD: VARIABLE FREQUENCY DRIVE,ECM: ECM MOTOR CONTROLLER, CR:CONTROL RELAY (3)PROVIDE WITH INTEGRAL DISCONNECT, NEMA -3R. FLOOR AREA (SO. FT.) DEFAULT OCCUPANT DEFAULT DESIGN PEOPLE OUTDOOR AREAOUTDOOR BREATHINGZONE MANUFACTURER MODEL ZONEOUR3QOR SUPPLYAIRFLOW PERCENTAGE OUTSIDE AR UNIT SERVING 120 1 83A MOTOR UH -3 INDEECO DENSITY {#/1000 OCCUPANTS OCCUPANTS AIRFLOW RATE AIRFLOW (CENSE) OUTDOOR AIRFLOWVIu EFFECTIVENESS AIRFLOW VO2 (CFM) (OCCUPIED SPACE 0.6 115 1 TAG No. MANUFACTURER MODEL SF) 18 25 (CFM/PERSON) GREENHECK CUE -M5 -VG CENTRIFUGAL 580 _ 7 1725 0.15 HOURS] 115 ROOM NO. ROOM NAME AREA DESIGNATION 0 EF -3 GREENHECK SP -A110 CEILING 100 3 950 0.02 0.S 115 1 90 101 OFFICE OFFICE 145 5 _ 1 2 5 0.06 19 0.8 23 100 100 ERVA 106 UMPIRE OFFICE 125 5 1 2 5 1-008---- 18 0.8 22 130 100 FCU -5 112 OFFICE OFFICE 130 5 1 2 5 0.06 18 0.8 22 100 100 ERV -2 vj A.Zft DIGITALLY SIGNED OREGONA�4 VRF UNIT EXHAUST FANS MODEL AIRFLOW (CFM) DELTATrF) KW ELECTRICAL VOLTS PHASE (1)MOTOR CONTROLS FURNISHED SY DN.23 (2)MS: MOTOR STARTER, VFD: VARIABLE FREQUENCY DRIVE,ECM: ECM MOTOR CONTROLLER, CR:CONTROL RELAY (3)PROVIDE WITH INTEGRAL DISCONNECT, NEMA -3R. - _ - - REMARKS UK4 INDEECO CU SERIES 40 60 0.75 120 i TAG MANUFACTURER MODEL TYPE CLI SERIES40 PERFORMANCE SOUND LEVEL (SONES) 120 1 83A MOTOR UH -3 INDEECO - WEIGHT(LBS) REMARKS P (CFM)) AIRFLOWLo�, SPEED POWER (RPM) (BHP) VOLTS PHASE HP WATTS EF -1 GREENHECK SP -A110 CEIUNG 100 3 950 0.02 0.6 115 1 TAG No. MANUFACTURER MODEL TYPE 18 25 EF -2 GREENHECK CUE -M5 -VG CENTRIFUGAL 580 _ 7 1725 0.15 9.4 115 1 SUPPLY 1!6 0 40 (3) EF -3 GREENHECK SP -A110 CEILING 100 3 950 0.02 0.S 115 1 90 26500 18 25 EF -4 GREENHECK SP-A1t0 CEILING 100 47 900 O.D2 0.6 115 1 15 (3) 18 25 vj A.Zft DIGITALLY SIGNED OREGONA�4 VRF UNIT HEATER -ELECTRIC - TAG MANUFACTURER MODEL AIRFLOW (CFM) DELTATrF) KW ELECTRICAL VOLTS PHASE -- FLA - _ - - REMARKS UK4 INDEECO CU SERIES 40 60 0.75 120 i 67A (1) MINIMUMCIRCUITAMPAOTY. {2) MAXIMUM OVERCURRENT PROTECTION. UH -2 INDEECO CLI SERIES40 80 1 120 1 83A EFFICIENCY UH -3 INDEECO CU SERIES 40 60 0.75 120 1 6.7A _ vj A.Zft DIGITALLY SIGNED OREGONA�4 VRF DRAWN BY: VRF COOLED FAN o COIL .Z UNIT UNIT (1) MINIMUM CIRCUITAMPACTTY. (2) MAXIMUM OVERCURRENT PROTECTION. (3) MCA = 36.3+27.6 & MOP =45+35 Um a b N (1) MINIMUMCIRCUITAMPAOTY. {2) MAXIMUM OVERCURRENT PROTECTION. m (1) MINIMUM CIRCUIT AMPACITY. (2) MAXIMUM OVERCURRENT PROTECTION. (3) PROVIDE CONDENSATE PUMP. - - UNITTAG MANUFACTURER MODEL AMBIENT DESIGN CAPACITY EFFICIENCY UNIT WEIGHT (LBS) ELECTRICAL REMARKS HEAT COOL (°F) (°F) HEATING COOLING (MBTUMR) (MBTUMR) HEAT (COP) COOL (EER) MCA VOLTS PHASE (1) MOP (2) CU -1 DAIKIN RXY0192XATJA1 18 1 95 162 TAG No. MANUFACTURER MODEL TYPE OOND UNIT AIRFLOW (CFM) 1 208 HEATING 00 O TAG MANUFACTURER MODEL COOLING ESP (I!) SOUND LEVEL (dB) LMT WEIGHT (LBS) SUPPLY ELECTRICAL P O REMARKS EAT LAT CAPACITY (°F) (°F) (BTWHR) EAT LAT TOTAL DB WB DB WB CAPACITY (°F) (°F) (°F) (°F! (BTU/HR) SENS, CAPACITY (BTUHR) MCA MOP VOLTS PHASE (1) (2) FCU -i DAIKIN FXAQ24PVJU WALL MOUNTED CU -1 635 70 90 26500 75 63 55 54 20630 14900 47 35 208 1 0.6 15 (3) FCU -2 DAIKIN FXA024PVJU WALL MOUNTED CU -1 635 70 90 26500 75 63 55 54 20630 14900 47 35 206 1 0.6 15 (3) FCU -3 DAIKIN FXZ012MVJU9 CEILINGCASSETTE LI 335 70 90 13500 75 W 55 54 10300 6800 33 45 200 1 0.8 115 (3) FCU -4 DAIKIN FXZ012WJU9 CEIUNGCASSETTE CU -1 335 70 9D135M 75 63 55 54 1D3W 6800 33 45206 1 0.8 15 (3) FCU5 DAIKIN FXMQ48MFVJU OSA PROCESSING MI 635 18 70 32500 92 Be 66 68 22000 _ 42 190 206 i 1.9 15 (3) FCU -6 DAIKIN FXAQ24PVJU WALLMOMNTED CU -1 635 70 9D 26500 75 63 55 54 _48000 20630 14900 1 47 1 35 208 1 08 15 (3) FCU -7 DAIKIN FXA024PVJU WALL MOUNTED CU -1 635 70 90 26500 75 63 55 54 20030 14900 47 35 206 1 Ob 15 j3) FCU -8 DAIKIN FXZQI2MVJU9 CEILING CASSETTE CU -1 335 70 9D 13500 75 63 55 54 10300 8800 33 45 208 1 03 75 3 vj A.Zft DIGITALLY SIGNED OREGONA�4 VRF DRAWN BY: AIR COOLED RECOVERY o CONDENSING .Z UNIT N (1) MINIMUM CIRCUITAMPACTTY. (2) MAXIMUM OVERCURRENT PROTECTION. (3) MCA = 36.3+27.6 & MOP =45+35 Um a b N (1) MINIMUMCIRCUITAMPAOTY. {2) MAXIMUM OVERCURRENT PROTECTION. m J - - UNITTAG MANUFACTURER MODEL AMBIENT DESIGN CAPACITY EFFICIENCY UNIT WEIGHT (LBS) ELECTRICAL REMARKS HEAT COOL (°F) (°F) HEATING COOLING (MBTUMR) (MBTUMR) HEAT (COP) COOL (EER) MCA VOLTS PHASE (1) MOP (2) CU -1 DAIKIN RXY0192XATJA1 18 1 95 162 1 152 1 3.7 115 1 970 1 208 3 1 64 00 O vj A.Zft DIGITALLY SIGNED OREGONA�4 N DRAWN BY: HEAT 00 RECOVERY o .n .Z VENTILATOR N W � Um a b N (1) MINIMUMCIRCUITAMPAOTY. {2) MAXIMUM OVERCURRENT PROTECTION. m J w o oU W u 0 rn W Z . SUPPLY AIR E7HAUSTAIR WINTERCONDMON5 J S SUMMEROONDITIONS N ELECTRICN. w O TAG MANUFACTURER MODEL AIRFLOW (CFM) ESP (I!) AIRFLDW ICFM) ESP (IN) SUPPLY EXHAUST P O SUPPLY w EXHAUST VOLTAGE MCA PHASE (1) MOP (2) UNIT WEIGFR (LBS) REMARKS EAT LAT DB DB (°FI (°F) EAT LAT DB DB (°Fl ('F) EAT LAT LAT EAT DB WB OB WB (°F) (°� CF) (°F) EAT EAT LAT LAT DB WB OB WB (°F) (*n (°F) (°F) ERVA DAIKIN VAMMVJU B00 06 600 0.76 18 56 68 38 92 fib 84 67 80 65 89 67 208 1 42 15 150 ERV -2 DAIKIN VAMMDGVJU 6M 0.8 600 0.76 18 56 68 38 92 68 84 67 80 65 89 67 208 1 42 15 ISO vj A.Zft DIGITALLY SIGNED OREGONA�4 SYSTEMS WEST ENGINEERS 725A 5v SgircTW OR 97477 5413477210 ryshmmwes"9xrerscam SIVE Pmj. Na X027M OU N DRAWN BY: JSH 00 GNL o .n .Z N W � Um a b N V m J w o oU W u 0 rn W Z . Z F ` W J S O N w O = CL N c � 3 P O w e c Q � m SYSTEMS WEST ENGINEERS 725A 5v SgircTW OR 97477 5413477210 ryshmmwes"9xrerscam SIVE Pmj. Na X027M OU N DRAWN BY: JSH 00 GNL Q .Z Um a O J C �a n oU Cie a 0 ,rt W Z in Z le W W J S F zW W m = M N F w W N DRAWN BY: JSH CHECKED BY: GNL Q o a f m w LU W w � N m JOB NUMBER: 2111 DRAWN BY: JSH CHECKED BY: GNL SHEET TITLE SCHEDULES H W V) SHEET NUMBER OG QM6e0l 0. 1 R7<i 0 Systems West Engineers, Inc. 2021. The signature in this document is encrypted. Editing this document is prohibited. (OAR 820) PLUMBING LEGEND PIPING GENEt2i SYMBOL ABBREV.. DESCRIPTION SYMBOL ABBREV. DESCRIPTION SYMBOL PLUMBING PIPING: CW POTABLE COLDWATER DVN POTABLEHOTWATER HWR POTABLE HOT WATER RETURN W SAMTARYWASTE PW PUMPED WASTE D DRAIN SD STORM DRAIN PIPING UP PIPING DOWN SLOPE OF PIPE IN DECIMALS OF FEET CAPPED PIPE PIPE REDUCING FITTING: CONCENTRIC, ECCENTRIC DIRECTION OF FLOW UNION PUMP DV DRAIN VALVA BV BALL VALVE BFV BUTTERFLY VALVE CHV CHECK VALVE GV GATE VALVE GBV GLOBE VALVE ECCENTRIC PLUG VALVE COTG,FCO CLEANOUT TO GRADE, FLOOR WATER HAMMER ARRESTOR PENETRATION THROUGH WALL, FLOOR, OR ROOF PRESSURE REGULATING VALVE M P1101 P-521 1 P-301 AHU 12 OF70q 125 ABBREVIATION DIA PLAN OR DETA-NUMBER SHEETNUMBER SECTION LETTER SHEETNUMBER EQUIPMENT TYPE I:fTBr7,IX1II21HAJ:Itl , DESCRIPTION IflT:tl�IaN=:1 NOTE REFERENCE MARKER F9xri1,r7RI:7tltltl:1tldD8adFIZLI:rI ROOM NUMBER NEW WORK SHOWN BOLD ABBREVIATIONS GENERAL NOTES ABS CLEANOUT WCO WALL CLEANOUT FD FLOOR DRAIN HB HOSE BIBB (DIAGRAM) HB HOSE BIBB (PLAN) ADA REDUCEDPRESSURE PRINCIPLE AFF BACKFLOW PREVENTER AFG DOUBLE CHECK APS BACKFLOW PREVENTER WATER HAMMER ARRESTOR PENETRATION THROUGH WALL, FLOOR, OR ROOF PRESSURE REGULATING VALVE M P1101 P-521 1 P-301 AHU 12 OF70q 125 ABBREVIATION DIA PLAN OR DETA-NUMBER SHEETNUMBER SECTION LETTER SHEETNUMBER EQUIPMENT TYPE I:fTBr7,IX1II21HAJ:Itl , DESCRIPTION IflT:tl�IaN=:1 NOTE REFERENCE MARKER F9xri1,r7RI:7tltltl:1tldD8adFIZLI:rI ROOM NUMBER NEW WORK SHOWN BOLD ABBREVIATIONS GENERAL NOTES ABS ACRYLONITRILE BUTADIENE STYRENE AC AIR COMPRESSOR ACFM ACTUAL CUBIC FEET PER MINUTE ACT ACOUSTICALCOUNGTILE AD AREA DRAIN ADA AMERIOANSWNMDISABRUYACT AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE APS AUTOMATIC FIRE. SPRINKLER AIU AUTHORITY HAVING MURISDICTKN ALT ALTERNATE ANSI AMERICAN NATIKNA.STANDARDS LWT INSTITUTE ARCH ARCHDDECTIARCHRECTURAL ASMRAE AMERICAN SOCIETY OFHFATWG, MCA REFRIGERATING, & MR -CONDITIONING ASME AMERICAN SOCIETY OF MECHANICAL ASPE ENGINEERS AMERICAN SOCIETY OF PLUMBING MN ENGINEERS ASSE AMERICAN SOCIETY OF SANITARY MS ENGINEERING AVTR ACIDVENTTHROUGH ROOF AWWA AMERICAN WATER WORKS ASSOCIATION BAS BUILDING AUTOMATION SYSTEM BFF SELONINISHEDFLOOR BFP BACIffLOW PREVENTER BLDG BUILDING BHP BRAKE HORSEPOWER BOP BOTTOMOFPIPE BRIM BRITISH THERMAL UNITS PER HOUR CFO CONTRACTOR FURNISHED/ NPT CONTRACTOR INSTALLED CFH CUBICFEETPFRHDUR CFM CUBIC FEET PER MINUTE CFOI CONTRACTOR FURNISHED! OWNER INSTALLED CGA COMPRESSED GAS ASSOCIATION Of CAST RON CLG CEILING CMU CONCRETE MASONRY UNIT CO CLEANOUT CONC CONCRETE CONT CONTINUATION COTG CLEANOUT TO GRADE CPUC CHLORINATED POLYVINYL CHLORIDE CR CONTROL RELAY (D) DEMOLISH, DEMOLITION DBA DECIBMACOUSTIC DCDA DOUBLE CHECKOETECTOR ASSEMBLY DCV DOUBLE CHECKVALVE OF DRMKKNGFOUNTAN DFU DRAINAGE FIXTURE UNIT DN DIAMETER DI DUCTILE IRON DI WATER DEXNIZED WATER ON DOWN DIN DISTILLEDWATER DIG DRAWING SQ ROOF DRAIN ECM ELECTRONICALLYCOMMUTATED MOTOR EEM ENERGY EFFICIENCY MEASURE ELEC ELECTRICAL. EPDM ETHYLENE PROPYL.ENEDIENEMONOIER EWT ENTERING WATER TEMPERATURE FA FIEAARM FD FLOOR DRAW FDC FIREDEPARTMENTOONNECTKN FRE FIISHEO FLOOR ELEVATION FLA FULL LOAD AMPS FILM FEETPERMNUTE FS FLOORSNK FT FEET FTWC FEETWATERCOLUNIN FU FIXTURE UNIT GAL GALLON SAW GFYVANIZED O GREASE INTERCEPTOR GPD GALLONS PER DAY GPF GALLONS PER FLUSH GPH GALLONS PER HON GPM GALLONS PER MWUIE HIRE HKNH+DENSITY POLYETHYLENE HOA HANDOFF -AUTOMATIC NI1 HORSEPOWER HVAC HEATING. VENTILATING. & W ARCORDITONING HZ HERTZ WW INTERNATIONALASSOCIATIONOF WG PLUMB G, MECHANICAL OFFERS ID INSIDE DIAMETER BE INVERT ELEVATION IN INCH, INCHES IA INC INCHES WATER COLUMN IPS IRON PEE SIZE NV INDIRECT WASTE KW KILOWATT KWH KLMATF40R LBS POUNDS LAV LAVATORY LF LINEAR FEET LPG UQUIRED PETROLEUM GAS LWT LEAVING WATE R TE MPERATURE MAX MAXIMUM MBH THOUSAND STUB PER HOUR MCA MINIMUM CNCUITAMPAODY MECH MECHANICAL MFGR MANUFACTURER MN MINIMUM MOP MAXIMUM OVERCURRENTPROTECTK)N MS MOTOR STARTER N NEW NA IWAPPLICABLE NC NORMALLY CLOSED NEMA NATIOMALELECTRICA. �O C9 MA UFA;TURERSASSOCIATION NFPA NATIONAL FIRE PROTECTION ASSOCIATION NIC NOTNCONTRACT (NL) NEWLOCATION NO NORMALLY OPEN NPSH NETPOSIRVESUCTION HEA) NPT NATIONAL PIPE THREAD NTS NOT TO SCALE DO OUTSIDE DIAMETER OFCI OWNER FURNISHER CONTRACTOR INSTALLED OFO OMER FURN6SHE(H OWNER INSTALLED OPSC OREGON PLUMBING SPECIALTY CODE OSHA OCCUPATION SAFETY AND HEALTH ADMINISTRATION PD PRESSURE DROP PDI PLUMBING & DRAINAGE INSTILITE PE PO.YETHELENE PIX CROSSTINKED POLYETHELENE PLBG PLUMBING POC PONT OF CONNECTION PH PHASE PP POLYPROPYLENE PPH POUNDS PER HOUR PPM PARTS PER MILLION PRV PRESSURE REGI XATNGVALVE PSI POUNDS PER SQUARE INCH PSIG POUNDS PER SQUARE NCH GAUGE PTFE POLYTEMARMOR0EHYLENE(TEFLON) PVC POLYVINYL CHLORIDE PVDF POLYVIMNDENE FLUORIDE (To RELOCATE SQ ROOF DRAIN REVD REQUIRED NO REVERSE OSMOSIS RPIRPBP REDUCED PRESSURE PRINCIPLE BACD¢LGWPREVENTER RPM REVOLUTIONS PER MINUTE SCCR SHORT CIRCUIT CURRENT RATING SCFM STANDARD CUBIOFEET PER MIME SCH SCHEDULE SOR STANDARD DIMENSIONAL RATIO SPKR SPRINKLER SOFT SQUAREFEET SS STAINLESS SEEL TMV THERMOSTATIC MIXING VALVE TP TRAM PRIMER TPA TRAP PRIMER ARRAY TSP TOTAL STATIC PRESSURE TYP TYPICAL U URINAL UG UNDERGROUND UL UNDERWRITERS LABORATORY LION UNLESS OTHERWISE NOTED UPC UNI:ORMPUIMBIDGOODE W ULTRAVIOLET V VOLTAGE VFD VARIABLE FREQUENCY DRIVE VTR VENT THROUGH ROOF W WATT WB WET BULB WC WATER CLOSET WG WATER GAUGE WH WALL HYDRANT WHA WATER HAMMLRARRESTOR WSFU WATER SUPPLYFIXRIRE UMTS r• I❑ . 11 f i SHEET INDEX - PLUMBING P0.01 LEGEND, GENERAL NOTES S, SHEET INDEX P1.10 FOUNDATION PLAN P1.21 FLOOR PLAN PS -01 DETAILS 136-01 SCHEDULES 0 Systems West Engineers, Inc. 2021. The signature in this document Is encrypted. Editing this document is prohibited. (OAR 820) DIGITALLY SIGNED W�26'*Nr SYSTEMS WEST ENGINEERS 725 A Street 5pmngf K OR 97477 5413427210 SINE ft j No. XOZIAI OU V) o m CHECKED BY: G o� N Z m H Um P _ W 0 o u O > y♦ C — _ ogL � a E o P � W _ a O CG n o a v = SYSTEMS WEST ENGINEERS 725 A Street 5pmngf K OR 97477 5413427210 SINE ft j No. XOZIAI OU n DRAWN BY: LRO CHECKED BY: G Z Um P Q u O > A Q on p Q O W Z Im WZ uI Z Q U UJI �O C9 9116 H LILT r- n DRAWN BY: LRO CHECKED BY: SJS Q P g a 0 uj a rn o CQ m JOB NUMBER: 2111 DRAWN BY: LRO CHECKED BY: SJS SHEET TITLE LEGEND, GENERAL NOTES & SHEET INDEX g SHEET NUMBER o POOO] Tw(UP TOWS -1) TV(UP) -\ 4' W (UP TP4+VC-1) 4' W (UP TO WC -l)-' T W (UP TO UR -1)-- T W (UP TO UR -2)-. X SO SEE CNIL FOR CONTINUATION . INV.: 4.O0'SFF JJJ��"'' I FOUNDATION PLUMBING FLOOR PLAN 1.10 SCALE: TSDj (D PROJECT NORTH FOR CONTINUATION 0 W (UP TO N&1) ) IV?VUP WI] SEECNI-FOR CONTINUATION INV_ 2�BELOW GRADE 0 Systems West Engineers, Inc. 2021. The signature in this document is encrypted. Editing this document is prohibited. (OAR 820) DIGITALLY SIGNED � OR£GON 9F �trsa,'� SYSTEMS WEST ENGINEERS 725A S Spray eK OR 97477 5413427210 SWEPI%Nw% Al J 00 N o a CHECKED BY: SJS O M x 1— h N N Cm G �^ N J KU O > R Q J N � W Q O 0 c WZ 0 G 'Z tY W y, J F Z u QU r rnf �O lz = F O N w o N t` E � � s ; P O � o v c c lu a SYSTEMS WEST ENGINEERS 725A S Spray eK OR 97477 5413427210 SWEPI%Nw% Al J 00 N DRAWN BY: LRO CHECKED BY: SJS x N Cm G �^ n J KU O > R Q J to O+ Q O 0 c WZ G 'Z tY W W_ J F Z u QU z �O lz = F M N F N DRAWN BY: LRO CHECKED BY: SJS m O J 1 m N F - G1 0 lu a � O m JOB NUMBER: 2111 DRAWN BY: LRO CHECKED BY: SJS SHEET TITLE FOUNDATION PLAN W H H SHEET NUMBER Uj o) P1010 U OTF�E ` STORAGE 2 PROVIDE ROUGH -RJ FOR — FUTURE RESTROOM FIXTURES 12"x12" ACCESS PANEL FOR - CWHAMMERARRESTOR TO BE PLACED ABOVE GRAB BARS 7FD-I ENTRY 1C4 � UMPIRE FAY P ,'';' W9'1 ti 4, E 2• b �` ... WC -2 >? r 3-F2 li<a I WC -1 WC -1 li �ONCENIERBEPNEEN £ WOMEN ti � JOISTS 06 ! t �-k I • U_i BE OE7ERMNLED SET T0 88GPM / WC.A S�7 _ . 4WIR - 1 ' 11T'FN _2 -1 1 � T ' y i"CW SWC -7 _> y _ — "-77!x'.. CW UNE IN HALLWAY TO HAVE HEAT TRACE ALL PIPES TO BE INSULATED PER SPECS a„ YWUPTO °•. HUB DRAIN 1 FIRST FLOOR PLUMBING FLOOR PLAN P 1.2 Ij SCALE: I!4" = F-7' (D PROJECT NORTH WH -1 L_1 CENTER BETWEEN L -t JOISTS i, ^+ Dr1 TPCIELING, 10 HIN �) I MOUNTED TO W 4 JOIST, WITHIN N V ' ACCESS PANEL L_1 LJ m TU . I SERVER SERVER HVAC CONDISATEX J Q DRNNG --- "-77!x'.. CW UNE IN HALLWAY TO HAVE HEAT TRACE ALL PIPES TO BE INSULATED PER SPECS a„ YWUPTO °•. HUB DRAIN 1 FIRST FLOOR PLUMBING FLOOR PLAN P 1.2 Ij SCALE: I!4" = F-7' (D PROJECT NORTH WH -1 L_1 CENTER BETWEEN _ rr Hw JOISTS 3W CW (TOBEDETERMBA:D _21W ONSITE) L_1 RDW SERVICEENTRY- SIZED 2' TRAP PRIMER. VALVE wl JANITOR E I I SETTO.80GPM / CW LINE IN HALLWAY TOHAVEHFATTRACE — ALL PIPESTO BE INSULATEDPER SPECS. i 2" FDA FNTRY LOCKER 1�4 1.1 E EC`ROAL PROVIDE ROUGH4N FOR FUTURE RESTROOM FIXTURES 12k12" ACCESS PANEL FOR CWHAMMERARRESTOR TO BE PLACED ABOVE GRAB BARS OFFICE ,2 0 Systems West Engineers, Inc. 2021. The signature in this document is encrypted. Editing this document is prohibited. (OAR 820) DIGITALLY SIGNED C 9F 'Zt �, � rfP �:-,,.a SYSTEMS WEST ENGINEERS 725 A Skeet SpWmld, OR 97477 541.3427210 synems,es[ gieee¢ SWE Proj. No. X027DI 00 2111 DRAWN BY: LRO CHECKED BY: G O N W N N = 4 N N V N W LJ m e N W o D J Q O N = „ E o n U 3 P 0 �ui N Q Z Cie R C Q r- m SYSTEMS WEST ENGINEERS 725 A Skeet SpWmld, OR 97477 541.3427210 synems,es[ gieee¢ SWE Proj. No. X027DI 00 2111 DRAWN BY: LRO CHECKED BY: G Q� F�1 = N �m L n W o J Q m p Cke Q K �ui z0 Z Cie zW ul r- - W Q U Z .O ae = Uj 1— M h JOB NUMBER: 2111 DRAWN BY: LRO CHECKED BY: SJS Q� F�1 t0 P O H m � N h 0 a w 41} in 0 m O Q JOB NUMBER: 2111 DRAWN BY: LRO CHECKED BY: SJS SHEET TITLE FLOOR PLAN 1— W H SHEET NUMBER lul PI 02 m 1 LOCKER ROOM WALL 2' V FOR COH SEE PIANS 4W. FORCOH SEE PLANS NOT TO SCALE ' T t ADJUSTBA.LANCEVALVE FOR iTI 7 �1rz0FOP Flow irr CANOPY POST OR BRICK ' I~- 2` LOCKABLE ISOLATION VALVE DOWNSPOUT- SEE ARCHITECTURAL CW GROUT DOWNSPOUT INTO Hw OI. HUB' l I t° 1-1M°x3N8'STEEL STRAP-ANCHORTO POST OR WALL WITH EVAN" SHIELDS PROTECT STRAPWITH ENAMEL PAINT. FiIl"r, 4x2 SANITARY TEE- PROVIDE 2" _ BRASS PLUG W TEE. GRADE OR CONCRETE FLOOR ( E'1T RVI RV III \I ---EIGHTH BEND 3N' CAST IRON SEE PLMFOR SIZES LOCATION OF SO. N CONNECTION WITH INTEGRAL CLEANOUT �,� DOMESTIC WATER HEATER - ELECTRIC L G / NOT TO SCALE SEWAGE EJECTOR INSTALLA NOT TO SCALE 2' PW, SEE CIVIL FOR CONTINUATION CONDENSATEDRNN . . 1. FORfM[)RMW-ORMATIONNAREASWRHHARDCEILINGSPROVM ACCESS PANEL, MN.SIZE 18'x 18'. 2 LOCATE TRAP PRIdERADJACENTTO HUB DRAIN. 51 CONDENSATE - HUB DRAIN J NOT TO 1141.4 '"'....".'"...'ro 60 PSIG REGULATING VALVE M WATER SERVICE ENTRANCE NOT TO SCALE Systems West Engineers, Inc. 2021. The signature in this document is encrypted. Editing this document is prohibited. (OAR 820) DIGITALLY SIGNED QREGON 9F �rxs.b N.N B 34.9E � HIGH WATER n 00 ALARM BELL O M CONTROLPANEL L N MOUNTED ON IT � EXTERIOR WALL N N tu0 CONDUITS FOR � eo CONTROL VMNG M BPUMPPOWER Q W SUMP COVER Co. 17 ' N F- a - co T. c q W F Z • i Q „N 0 Z LIFTING CABLE � n n 1ISOIATION VALVES t— HIGH WATER ALARM r ' CHECK VALVES w cc: o M LAG PUMP ON Q m �e U GUIDE RA f I � O a N O m LEAD PUMP ON U m LL w 0 PUMP OFF w z SEWAGE EJECTOR INSTALLA NOT TO SCALE 2' PW, SEE CIVIL FOR CONTINUATION CONDENSATEDRNN . . 1. FORfM[)RMW-ORMATIONNAREASWRHHARDCEILINGSPROVM ACCESS PANEL, MN.SIZE 18'x 18'. 2 LOCATE TRAP PRIdERADJACENTTO HUB DRAIN. 51 CONDENSATE - HUB DRAIN J NOT TO 1141.4 '"'....".'"...'ro 60 PSIG REGULATING VALVE M WATER SERVICE ENTRANCE NOT TO SCALE Systems West Engineers, Inc. 2021. The signature in this document is encrypted. Editing this document is prohibited. (OAR 820) DIGITALLY SIGNED QREGON 9F �rxs.b N.N B 34.9E SYSTEMS WEST ENGINEERS 725A Street SpnngrAd, OR 97477 5413427210 systcmxe mginwmn AVE Pm} Na XO27-01 J 00 � o n 00 SJS O M L N N Y � — N N tu0 � eo .j M M Q W m Co. 17 ' N F- a - co CR c q W F Z Q „N 0 Z _ � n n Co-a t— cN° r cc: o M Q m SYSTEMS WEST ENGINEERS 725A Street SpnngrAd, OR 97477 5413427210 systcmxe mginwmn AVE Pm} Na XO27-01 J 00 2111 DRAWN BY: LRO 00 SJS H N m Y � ^ N tu0 Q^ m .j >i ^ Q m Co. 17 a O W Z Z,\ CR Z W q W F Z Q U Z UJ �O gL N t— cN° r JOB NUMBER: 2111 DRAWN BY: LRO CHECKED BY: SJS H N Q m fl a Q r i f O a N O m JOB NUMBER: 2111 DRAWN BY: LRO CHECKED BY: SJS SHEET TITLE DETAILS i - W V1 SHEET NUMBER P.1 W O O. DOMESTIC WATER DESIGN CRITERIA BASIS OF DESIGN: 2021 OREGON PLUMBING SPECIALTY CODE, APPENDIXA'REGOMMENDED RULES FOR SONG THE WATER SUPPLY SYSTEM'. PIPING SIZED ON 4 PSViOO FT. DROP UNLESS OTHERWISE NOTED, VELOCITIES NOT TO EXCEED 8 FTISEC. (COLD WATER) AND NOT TO EXCEED 5 F7./SEC. (HOT WATER). WATER PIPING SONG ASSUMES TYPE L COPPER AS BASIS OF DESIGN. SANITARY WASTE AND VENT DESIGN CRITERIA BASIS OF DESIGN: 2021 OREGON PLUMBING SPECIALTY CODE, CHAPTER 7,'SANITARY DRAINAGE AND CHAPTER 9, VENTS-' ALL WASTE PIPING SLOPED AT 114-INCH/FT. UNLESS OTHERWISE NOTED. ALL VENT PIPING SLOPED UPWARDS AT 1/8-INCHIFT. UNLESS OTHERWISE NOTED STORM WATER DESIGN CRITERIA BASIS OF DESIGN: 2017 OREGON PLUMBING SPECIALTY CODE, CHAPTER 11 - "STORM DRAINAGE" DESIGN RAINFALL RATE: 2 -INCHES PER HOUR STORM DRAIN PIPING SLOPE: 1/84NCH PER FOOT UNLESS OTHERWISE NOTED EXPANSION TANK STORAGE MACTAG MANUFACTURER MODEL GAL PLUMBING TAG PLUMBING OIA. LENGTH VOLUME MAXOPERATINGWEKiHT _ TAG MAPIUFACNRER MODEL SERVICE (IM IN) (GAL) (LBB) REMARKS ET -1 BELLBGOSSETT PTA' DOMESTIC 144 240 5 63.5 tin 1/2 U2 — WATER SERVICE URINAL 2 47 i t12 314 DOMESTIC WATER HEATER - ELEC STORAGE MACTAG MANUFACTURER MODEL GAL PLUMBING TAG PLUMBING CONNECTION FLA I MCA I REMARKS TAG FIXTURE _ PIPE CONNECTIONS (IN) PRESSURE REDUCMG VALVE REMARKS IW w INDIRECT) V LSV HW -1 LAVATORY 2 - 1112 12 trz AIM i MOPSWK 3 115 tin 1/2 U2 — tF1 URINAL 2 47 i t12 314 W - 2 URINAL 2 - 1112 3N - ADA V,at WASHERmx 2 r m irz 112 U Y1C-1 MTERCLO�T 4 - 2 1 . 2 VNTTERCLOSET 4 - 2 1 WALLHYDRAM MIJORFREEREMTECTIONVMBOX DOMESTIC WATER HEATER - ELEC STORAGE MACTAG MANUFACTURER MODEL GAL PLUMBING EQUIPMENT TAG PLUMBING I VOLTS I PHASE FLA I MCA I REMARKS PUMPS ADA-BO.EVELFREEM-PRWFOROdKMFOUNTANVMBOTTLEFKLER (1)MOTOR CONTROLS FURNISHED BY DIV. 22 (2)MS: MOTOR STARTER, VFD: VARIABLE FREQUENCY OWE, ECM:'.ECM MOTOR CONTROLLER OR: CONTROL RELAY, OR CONTROL PANEL 1 - RATEDFORVDOORA0UT000RAPPLICATIONS RV PRESSURE REDUCMG VALVE V TAG MANUFACTURER MMEL SERVICE TYPE FLOW (TM) TOTAL HEAD (FT) VOLTS MOTOR PHASE RPM MOTOR CONTROL I HP (1)(2) REMARKS DAP -1 TACO JOWSC74FC 1DOMESTICIAIATER IN-UNEOWULATOR 2 2 115 N 1 3250.1 1140 SC 1PEiMANEiTSPIffCAPACRORIMPEDANCEPRYTECTED SEA I NEIL 125a ISAWARYWASM SUBMERSIBLE 47 10 206 W 3 1750 I 1 CP IMPLEXi HPPUMPS,CONTROLPAIEL:NE0.816ST-0S3, NELM4XE1CLOSUREMWNTEDONEXTERIOR VMLL NEAR SEWER EJECTOR DOMESTIC WATER HEATER - ELEC STORAGE MACTAG MANUFACTURER MODEL GAL PLUMBING EQUIPMENT TAG DESCRIPTION I VOLTS I PHASE FLA I MCA I REMARKS -1 ADA-BO.EVELFREEM-PRWFOROdKMFOUNTANVMBOTTLEFKLER 115 1 1 - RATEDFORVDOORA0UT000RAPPLICATIONS RV PRESSURE REDUCMG VALVE V SETPRESSURETQ 80PSIG TMV WATTS WOR000ARO SERIESLFLM490 LU _ A TRAP PRWER AWAY ' L Q DOMESTIC WATER HEATER - ELEC STORAGE MACTAG MANUFACTURER MODEL GAL HEATING CAPAM ELECTRICALCONNECTION REMARKS (GPH) ''' LWT(°F) ELEMENTS ELEMENT KWMAXIMUM VOLT I PHASE FLA EWH-i LOCHWVAR 50 1 74 50 1 140 3 1 3 1 9 208 3 29 0 Systems West Engineers, Inc. 2021. The signature in this document is encrypted. Editing this document is prohibited. (OAR 820) la i) oWj!I;l%'2p� DIGITALLY SIGNED N%ZEGON6.. ON R-94. SYSTEMS WEST ENGINEERS 725 a sneer Spnng6eM, OR 97477 541.342.7210 swem�meers<�, SWE Woj. Na X027.01 00 N o v1 CHECKED BY: L O lV M N S N Um V H m M LU m v L Q w> Q r O N _E� x O - ? O j W _Q Z Z cc a p O J Q � Q r m SYSTEMS WEST ENGINEERS 725 a sneer Spnng6eM, OR 97477 541.342.7210 swem�meers<�, SWE Woj. Na X027.01 00 2111 DRAWN BY: LRO CHECKED BY: G N S Um C\} O >V Q 09 m p Q P 0 0 j W _Q Z Z cig Z W J Z u' w 0 Q U z LU �o ae JOB NUMBER: 2111 DRAWN BY: LRO CHECKED BY: SJS N C\} Q P r N r 0 K 131 w a � d � m JOB NUMBER: 2111 DRAWN BY: LRO CHECKED BY: SJS SHEET TITLE SCHEDULES SHEET NUMBER P6.01 vCOMBINATION WALL BRACKET ASSEMBLY DETAIL FF (` ` ETE BLOCK MOMOUNTING COORDINATION O :'• '',71 •- O b -• I73'. •:' 0 o :'!' air i._ Z - «f. « 1l I..1.3- Y.• C.9 Y.. f.• t. ® tl 7 i." t.. o 1 1 A :'.• 1 1 •'. � : •. 10. t'i'.- 4 W :'i'. 1 ].. i. Q 1 w r • r u r� mP >y1M DISI BUTM AM M NTRID h 7MECOW"ICATKM 7 W Z 1 y - . ]NT - WALL MOUNTED COMMUNICATIONS DEVIM BOX. N Z \ F O J a IN - WALL PHOW HANDSErONE (-• LL. z Q a E PANSUBOARD - WALL MOUNTED UA • ONE r « oe = F b m co U f - NUMBER OF CATEGORY 6 SI (RJ -45) PORTS AND o SWITCH (SAFETY OR DISCONNECT) C CATEGORY 6 CABLES •O 'x r O Y= SCHEDULE m Q r t!�STAF�WT%W OR BREAKER MR SA SPOC (RJ -45) PORTS AND W sr Fmanto «] ]I • ..a i. _ ::$1 woo 1211llm;illz FUTURE POILE MOUNTED AACXm FIXTURE TWE. W, l" 1; REnM TO LIGHTING FIXMRE SCHEDULE :'• / A. !- 7 • DETECTIONACCESS CONTROL7 1�1 ------------- FDaURE WALL v • - PARELBOAN) TO WHICH a- f.-, x FIXTURE IS TO BE-•.. p r«a- CONTACT LAMEM PICTURE CELING MOUNTED 041B)MEI) SURFACE OR FENDWAMMT) CONNECTED. RUM TO CIRCUIT SCHEDULE ------------ -01CR PRO=ITY CARD REAM - WALL MOUNTED ARE SWITCHING CONTROL PROXINUTY CARD RE4DER W/PXYPAD - WALL MOUNTED _ FWTURE REFERENCE •RECESSED MOUNT 8 FIMUMS AM TO BE [BACKED WITH DOOR HARDWARE) SffNQ FW FOITURES. Imes MECTRIC STRINIE CONIRECDON (snomINCLUDIED WITH FACE)MULLION ONDrATES IT UGHT FUTURE 0 rLIGHIING .111,•iIIli SWITCH - WALL MOUNTED (NO NUMBER INDICATES snimm: SWITCH) LOWER CASE LETTERS - SWITCH LED 0151"XIONS ENEFT-771:1, �11,fj • f . CLASSROOM) AMPERES SINGLE« DIMMER AFF ABOVE FINISHED FLOOR 3A OR ODXX - CUSTOM! AFG ASIGNIE FINISHED GRADE P - 277V TOGGLE PBX UGffr SWITCH AM AUTHORITY HAVING ' " AWG AMERICAN WYE GAUGE OCCUPANCY & DAYLIGHT SENSOR. CEILMIG ONDICUES SWM31 ZONES) MOUNTED SIMI ER c CONDLIT RECEPrAM OU ENCL ENCLOSURE l,Z3= ARE EXIST OR (E) FACP EXISTING FIRE ALARM r•OL a -.REFER �P2 DUPLEX RECEPIACLIE OUTLET - MOUNTED a n' CIRCUIT NUMBERS OF PANELOOMM TO WHICH OUTLET Is To BE GROUNDINGCONDUCTOR lC INTERRUPTINGTO 1.- a RECEPTACLE OUTLET ONION SCHEDULE KLOAMPERES WALL MOUNTEDv KIN KILOINUTS WP - WEATHERPROOF IN NEUTRAL CONDUCTOR MANUFACTURERS ASSOCIIA." 04 SPECIAL PURPOSE RECEPTACLE OUTILET OL OVERLOAD POLES -06 SPECIAL PURPOSE RECEPTACLE SPIT) SURGE PROTECTK DEVICE WALL MOUNTED SIVID SHODED SUSE SUITABLE FOR USE AS SERYM EKTIVAM 04 SPECX PURPOSE EQUIFINIENT CONNECTION v VOLTS VFD VARIABLE FREQUENCY DRIVE -06 EQUIPMENT CONNECTION - NO XFMR WIRE GUARD POWER TRANSFORMER? Qf 1�PURPCISE A DEW .!` : x- -wSEPO :a - ■•SWITCH RATED - SWrFCH *T a O f�7tU". ilii L �'• c rf O b O 0 o n Z - «f. « 1l I..1.3- Y.• C.9 Y.. f.• t. N tl o L] b N Pi W J W O O Q CQ mP riyily--a�T �r� 3: rl a .`� •- "r I a... . 1• . .a- t •♦ ih! • 9 r ! 1 'h I a w ah 1 a a . \�0 A. 80`�� 00 � O b O 0 o n Z m N tl o L] b N Pi W J W O O Q CQ mP 10 h s 0O W Z 11� ad O N Z \ F O J a V LL. z Q a E a UA .o oe = F b m co U : o JOB NUMBER: C O •O O Y= SCHEDULE m Q r 00 N M P O 0 f' Z m W J 0 n Q CQ mP 10 H q 0O W Z ad z Z \ F W J a V LL. z Q a UA .o oe = F M N Cd F- Q N M P f' CQ tc_ G L W a N1 m JOB NUMBER: DRAWN BY: EEJG CHECKED BY: SHEET TITLE ELECTRICAL SYMBOL SCHEDULE SHEET NUMBER E0.01 j (TOTE 4) (NOTE 4) FINISH GRADE TO CONDITIONS AS SHOWN ON ARCHITECTURAL/CML DRAWINGS 15 MIL N � 1l lje j� ' .A ., 1 T✓�/\�� COMPACTED BACKFILL Nf A �1. i SAND BEDDING MATERIAL O" t ELECTRICAL CONDUIT ;,• �h r,(SEE PLAN DRAWINGS OF NE UNE DIAGRAM FOR u fi\ i. ..... ^oivA� Quarmr nwD DETAIL 1/E1.01 TRENCH FOR ELECTRICAL CIRCUITS SECONDARY POWER OR SIGNAL CIRCUfTS SCALE: a N o �.... om MPG o m � LOrATEDLIGHT POLE m ., w (NOTE 1 U i y n m n �0 3A p Q W no -' _--T . W ! y - Z Z z W J.�W�• �a _ � O ---...,.-- STRAND SM FIBER. 1'C --... Lu t .... = (NOTE'S' 184) N M a^, � ------------------- a "ro 6 .. v^ F a a 6iimf 1. -.VIr. - n. OF 'r -a 1 car FROM EXISTING ENCLOSURE MOUNTED ON EXISTING LIGHT POLE 70 NEIN WALL RACK IN TELEDOM ROOM. FUSION SPLICE FMER TO 2 OF 4 EXISTING SPARE SntANDS IN ENCLOWRF, AT UGHT` POLE & TERMINATE (WITH LC CONNISCIDRS) IN FSER PATCH PANEL IN TELECOM F• 2. STUD SPARE CONDUITS OUT • APPROXIMATE• •. .. P.- o •' EXTENSION. INFORMATION.3. SEE ONE LINE DIAGRAM SHM E1.10 FOR CIRCW AND EWJIPmENT SEE IErAIL I/EIOI FORr] 'h ! 'l a. ] THEN DOWN INTERIM OF WLDM, 7HRD" W41L THEN Umam=W To TRANSFORMER G. PROVIDE NEW 313-100A BREAKER IN EXWM PANEL (POLE SLOIS M #40, #42) CONTRACM SHALL FIELD VMY EXISTM PANEL MANIIFACIURER & PROVIDE ] • MATCH 6�gS 1 N rf N o y om MPG o m � a m o- c w +• U i y n m n �0 3A p Q W no � 6iimf 1. -.VIr. - n. OF 'r -a 1 car FROM EXISTING ENCLOSURE MOUNTED ON EXISTING LIGHT POLE 70 NEIN WALL RACK IN TELEDOM ROOM. FUSION SPLICE FMER TO 2 OF 4 EXISTING SPARE SntANDS IN ENCLOWRF, AT UGHT` POLE & TERMINATE (WITH LC CONNISCIDRS) IN FSER PATCH PANEL IN TELECOM F• 2. STUD SPARE CONDUITS OUT • APPROXIMATE• •. .. P.- o •' EXTENSION. INFORMATION.3. SEE ONE LINE DIAGRAM SHM E1.10 FOR CIRCW AND EWJIPmENT SEE IErAIL I/EIOI FORr] 'h ! 'l a. ] THEN DOWN INTERIM OF WLDM, 7HRD" W41L THEN Umam=W To TRANSFORMER G. PROVIDE NEW 313-100A BREAKER IN EXWM PANEL (POLE SLOIS M #40, #42) CONTRACM SHALL FIELD VMY EXISTM PANEL MANIIFACIURER & PROVIDE ] • MATCH 6�gS 1 N rf 00 N o y om MPG o m � a m w +• U i y n m n �0 3A p Q W no � . W ! y ad Z Z z W J.�W�• �a � O Lu t = E E N M a^, � e a 00 2111 DRAWN BY: EJG om MPG +• �0 3A p Q no ao W Z G ad Z Z Z W J.�W�• �a W y u Lu 1u M N JOB NUMBER:. 2111 DRAWN BY: EJG CHECKED BY: MPG SHEET TITLE ELECTRICAL SITE PLAN SHEET NUMBER E1.01 3P-2DOA Main Breaker CIRCUIT BREAKER Smkce !Womb d PANELBOATD SCHEDULE kxLmr Enclosure win Lockable Door Panel BLR Revision: 3+17121 Proj�-t. BBTZitt Voice_ 208YF'+.2Q Voit' Sv+rism t rf t DEMAND LOAD CALCULATION panni SLR stay+,5�r,: W17121 3 Pt05e, 4 vws LocaScn: Han^Fn;fddle School Load Twe Connesffid LoadiKVA) FJ Demand Fardar 1 A U t<73 x 1252.17 AMP Receptacles 1) H M D-10 KVA 10.w x i = IG.00 10 KVA 4,64 x 65 = 2.M Mom b N! o� W Lawt 3.82 x 125 = 4.77 Other 6.24 x 7 - 024 ifllACE ui eM 28.39 _ x ' �' _ 1 = 2699 uz LL - Msc. Cbrlinuaua —__—____ x 1.25 %0 RML Min. ontinunus t4,37 x 1 - - _ - 15.37 Total Connected Load: 6379 Total Demand Load: 62.85 res 174.6 SHEET NOTES 1. SEE PANELBOARD CIRCUIT SCHEDULES THIS SHEET FOR BRANCH CIRCUIT INFORMATION. 2. PROVIDE CODE REQUIRED GROUNDING SYSTEM. FROM EXISTI%O LMLiTY POLE UNDERGROUND PRIMARY CIRCUIT. n_EXIST1teG UTILITY TRANSFORMER r I 45QY/?77V, 3 PHASE, 4 AIRF, . T'I _ __j �—EXISW UNDERGROUND SECONDARY CIRCUIT. I S SECTIOOM 2600A, NEMA r-- _ - — fiEfERIN> Ev1OSLRE 7EfN ;S£CTO { t- -E-Esni,G kic?ER EASE AND ENCLOSURE C.F.'S i li FF '"—SERVICE POINT E EkCS;TNG-_ _.._—i 34.042 A>=C i l 3P-2Sii0A )) SOS`d_- 565E F � , PI d -EXISTING 2600A CIRCUIT rERISTING NWN I ] BISTRIBUTlOhl -EXISTING BREAKERS S ATCHSOARD "MOS` TO Rain OISTRIBUT?ON SECTION -.—._ .� _ 2500A, 48OY/277 VOLT, 3 PHASE, 4 WIRE, $USF —_�—�—. suRSF PR0`M=ivE I sr-4<a!la L of CE rnss ( I 480V y a q r i EYISTiNG ';�-Exlsr±Nc 33k FFESER LSI I � E 3P -TWA P1 P2 DUSTING PANEL'IS4W, 400 AMP 3#i t1 843, {NOTE i) 1 1/2-C x-75 KVA �TRANSFORMER NOTE 2BY! NEMA 3R ONE UNE DIAGRAM I -- Lu V) l— G De LL) On f A. SO*]�Zr 11#1`843, 2 1/2-1 FJ ` CHECKED BY: 3P -200A 208/120V o SUSE PANEL 'BUC AMP /2.000 (NOTE 1) ONE UNE DIAGRAM I -- Lu V) l— G De LL) On f A. SO*]�Zr 00 to o b CHECKED BY: MPG o n � n b H M b ` n J V � � Q P b N! o� W ao a W o I � b Z H W _ J �a uz LL - o n Q uj %0 a = H n0 t. V w O � O 9 O C n L Q r 0 00 2111 DRAWN BY: EJG CHECKED BY: MPG lL � m H M Ci J O � � Q P o� ao W Z I Z H W _ J �a uz LL G Q uj %0 a = H CW) W JOB NUMBER: 2111 DRAWN BY: EJG CHECKED BY: MPG lL � H M Q P G m N U w W o. N� m JOB NUMBER: 2111 DRAWN BY: EJG CHECKED BY: MPG SHEET TITLE ONE LINE DIAGRAM SHEET NUMBER E 1 J 0 GENERA_ NOTES A PRIOR TO ROUGH—IN: VERIFY EACH DEVICE LOCATION WITH THE REFLECTED D. NOT ALL PARTS MAY BE SHOWN. THE CONTRACTOR IS RESPONSIBLE FOR A CEILING PLANT,. ARCHITECTURAL INTERIOR/EXTERIOR ELEVATIONS, AND CASEWORK COMPLETE WORKING INSTALLATION, INCLUDING ANY MISCELLANEOUS SHOP DRAWINGS ANO/OR CASEWORK INSTALLER. NOTE MY CONFLICTS IN APPURTENANCES NECESSARY. LOCATIONS, INCLUDING CONFLICTS WITH SEAMS/BREAKS. IN ARCHITECTURAL MATERIALS. AND NOTIFY THE ENGINEER (FOR ISSUES THAT CANNOT BE RESOLVED SHEET NOTES ON SITE). f. ROUTE CIRCUIT VIA EXTERIOR LIGHDNG CONTROL SYSTEM. SEE WIRING DIAGRAM B. CONTRACTOR SHALL MARK THE EXTERIOR OF EACH JUNCTION BOX WITH PANEL DETAIL 1/E2.01 AND CIRCUIT IDENTIFICATION NUMBERS FOR ALL CIRCUITS WITHIN. USING PERMANENT INK OR LABEL SYSTEM. ALL MARKINGS SHALL BE LEGIBLE AND NEAT.. C. CONDUIT WITH INDIVIDUAL INSULATED CONDUCTORS SHALL BE USED IN LIEU OF MC CABLE FOR ANY HOME RUN AND ANY AREA THAT THE CONDUIT IS EXPOSED OR THAT IS SUSCEPTIBLE TO D4MAW- FIRST FLOOR LIGHTING PLAN SCALE: 1/4"=1` -O - INTERIOR LUMINAIRES Type o w O� o w 2 L N N Description Manufacturer CaWNNumher �0f Lumens Lamp Type Ballast Type Input Watts Remarks Mark d• D ps ` w N D W ® O LED, COMMERICAL 1'X4' RECTANGULAR RECESSED, NEMA G, PINNACLE 7 w I- 0`10V DIMMING LED F00'URES WtINVER DESIGNATION ARE CONNECTED Al 22GA ROLLED STEEL HOUSING, LATCHING LENS ACCESIBLE FROM BELOW, METALUX 4RLN-I35"0{;1-277-1C-W 14RLN-LD531-277�8S5-CDL 1 egg LED 3500K DRIVER. 35.8 TO AN INVERTER OR BATTERY BACKED O EXTRUDED ACRYLIC LENS, 120 VOLT, 5 YEAR WARRANTY 6 � Z = E a OW ° LED, COMMERICAL, 2' X4' RECTANGULAR RECESSED, NEMA G, 22GA ROLLED STEEL PINNACLE LU24A-35MO-G1-277-1D-W0-10V n N 16 O m DIMMING LED U FIXTURES WtTH'EM' DESIGNATION ARE CONNECTED A2 HOUSING, LATCHING LENS ACCESIBLE FROM BELOW, EXTRUDED ACRYLIC LENS, METALUX 24RLN-LD5-36-277-L835-HCD1 1&3 LED 3500K O 40.8DRIVER TO AN INVERTER OR BATTERY BACKED 120 VOLT, 5 YEAR WARRANTY C .. 0 Q — O LED, COMMERCIAL, 5" X4' SURFACE MOUNTf PENDANT CABLE SUSPENDED, FROSTED DAYBRiTE LFR4FLPER37352DZTSVCC60-UAV FOCTURES WTTFi'EM' DESIGNATION ARE CONNECTED B9 LINEAR LENS, 1D% UPLIGHT, STEEL HOUSING BAKED WHITE ACRYLIC MATTE, 120 METALUX 4SNLED-LD537SLiW-UAV-L835-CD1SGA-XX 1 3700 LED 3500K LED DRIVER 37 TO AN INVERTER OR BATTERY BACKED VOLT, 5 YEAR WARRANTY EXTERIOR LUMINAIRES LED, EXTERIOR, WALL MOUNTED, SCONCE, FULL CUT OFF, TYPE 4, DIE-CAST EATON FIXTURES WITH 'EM' DESIGNATION ARE CONNECTED DO ALUMINUM TRAPEZOID HOUSING, CLEAR GLASS LENS, DARK BRONZE PAINT FINISH, INVUE ENT-EOI-LED-ElL4-BZ $ 1 2613 LED 4000K LED INTEGRAL DRIVER 25 TO AN INVERTER OR BATTERY BACKED 12D VOLT, WET LISTED, 5YEAR WARRANTY LED, COMMERCIAL, RECESSED, 4" ROUND DOWNUGHT, CLEAR SEMI -SPECULAR L04620D010 0-t0V DIMMING LED FIXTURES WITH 'EM' DESIGNATION ARE CONNECTED EE REFLECTOR, MEDIUM SPREAD, SELF FLANGED POLISHED, 120 VOLTS, 5 YEAR PORTFOLIO EU4B1G208G404LBSMIH HB26 1 2000 LED 4000K DRIVER 11 TO AN INVERTER OR BATTERY BACKED WARRANTY _ _ _ r UNSWTTCHED 120 VOLT LIGHTING CIRCUIT i I 1 --�f MIXING ON ROOF I 1 FACING NORM I i I TO LIGHTING I I 1 "iF��---------------------- FIXTURES IN IL -j CLOSED AT CFC OR PARALLEL OPEN AT SFC OR MORE DETAIL I/E2.01 LINE VOLTAGE PHOTOCELL LIGHTING CONTROL F-- LL lY W CL Q DO O ;14. F, ? "Z/O A. 60*� 00 N o w O� o w 2 L N N Nn r —'J N ui J V d• D ` w N D W ® O LU 7 w I- z C W Q O N m y 0 Z O aLU 6 � Z = E a OW ° o w M n N 16 O m O Q U w O C O 9 Q C .. 0 Q — O 00 DRAWN BY: EEJG O� N 2 W Nn P ci � ui J I!A D In D H ¢ O LU z C I- z W Q W U z m y 0 Z aLU .4 Z F.-' i9 h JOB NUMBER: DRAWN BY: EEJG CHECKED BY: N N Q P O Q I- m y 0 Z OW ° o w n N 16 O m O Q JOB NUMBER: DRAWN BY: EEJG CHECKED BY: SHEET TITLE LIGHTING PLAN SHEET NUMBER E2.01 GENERAL NOTES 4k fiVfA TO KfEO�-IA� '11:11,f EACH DEVICE LOCATION WITH THE REFLECTED CEILING « 3'IO a Yh4' 8"ATIONS, CASEWORKr' DRAWINGS AND/OR CASEWORK INSTALLM NOTE ANY CONFLICTS IN LOCATIONS, INCLUDING CONFLICTS MATERIALS NOTIFY THE ENGINEER FOR ISSUES THAT CANNOT BE RESOLVED ON SITE. B. DEVICE BOXES SHALL NOT BE MOUNTED BACK-TO-BACK FOR SOUND PURPOSES. CONTRACTOR SHALL FOLLOWSOUND INSULATING PROCEDURES OUTLINED IN THE C CONTRACTOR SK&L MARK THE EXTERIOR OF EACH JUNCTION BOX WITH PANEL ! CIRCUIT IDENTIFICATION:a-w FOR ALL CIRCUITS WITHIN. USING PERMANENT INK OR LABEL SYSTEM. ALL MARKINGS SHALL BE LEGIBLE AND NEkT. D. PROVIDE LABEUNGON DEVICE a. AS REQUIREDINSPECIFICATIONS •' 4 -• ] w MOUNTED S• CEILINGS.PROVIDEREFLECTIVE STICKER 1 CEILING GRID STRINGER 70 INDICATE CONTROLLER LOCATIONS. E. CONDUIT WITH INDIVIDUAL INSULATED CONDUCTORS SHALL BE USED IN LIEU OF MC CAME FOR ALL HOMEAND ANY AREA THAT THE CONDUIT EXPOSED OR SUSCEPT113LE TO DAMAGE. F. TAMPER PROOF. AFCI. AND GFCl RECEPTACLES ARE NOT SPECIFICALLY NOTED ON THESE PLANS. IT IS THE CONTRACTOWS RESPONSIBILITY TO PROVIDE AFCI AND R RECEPTACLES WHERE REQUIRED BY THE NATIONALELECTRICAL CODE GALL CIRCUITS SHALL BE RUN OVERHEAD OR IN WALL, UNLESS SPECIFICALLY NOTED. UNDERGROUND CIRCLIITS THAT ARE SHOWN SHALL BE ROUTED A MINIMUM OF V BELOW p1wFAAARIT41-1? 1. SEE ONEUNE DIAGRAM SHEET E1.10, FOR CIRCUIT AND EQUIPMENT INFORMATION. 2. SURFACE MOUNT RECEPTACLES IN SUCH A WAY THAT THEY CAN BE RECESSED BY THE OWNER IN BACK OF EACH LOCKER IN THE FUTURE. SURFACE MOUNT CONDUIT IN BACK OF WHERE FUTURE LOCKERS WILL BE INSTALLED. ROUTE HOME—RUN CONDUIT UNDERSLAS TO PANEL.. PROVIDE DEVICE BOX, MUD RING, do FACEPLATE FOR OWNER TO FLUSH MOUNT RECEPTACLE. COORDINATE EXACT MOUNTING HEIGHT AND LOCATION OF RECEPTACLE WITH OWNER PRIOR TO ROUGH—IN. OWNER IS MANUFACTURING AND INSTALLING LOCKERS AFTER ELECTRICAL CIRCUITS ARE INSTALLED. 3. MOUNT RECEPTACLE BELOW COUNTER FOR CONNECTION TO PLUG—IN FAUCET(S). COORDINATE EXACT MOUNTING LOCATION WITH CASEWORK INSTALLER AND FAUCET PROVIDER PRIOR TO ROUGH—IN. FIRST FLOOR POWER PLAN SCALE: 1J4'=1' -O* - I. - Lu N 1— L CC Lu CL0 ca eF0 PROF' N �A yG`y �,3fC.FP �'/G7SI ORE60M O 14. � t 9�/DA. �,P BO* IXPRATIIN: UTE: BEC. 31, 2021 h o a e N F N m m ^ N U] m N Al m W ® e > m CAN - D N O 6 n 2 E co m K V p � e � a O• D 00 2111 DRAWNEJG O� MPG w U� m CAN � a WOE J a O• D m D Q O W Z Z ad z H W_ Q W U ,fi,nn V z G QLu C4 m = H M N JOB NU]BY: 2111 DRAWNEJG CHECKE MPG w t- m a Q O G H f Q w W a � O Ll m JOB NU]BY: 2111 DRAWNEJG CHECKE MPG SHEET TITLE POWER PLAN SHEET NUMBER E3.01 1 1 IOG.�tN'C Num 3 1-1 1 71 i 9OG.1'C+-� BLR ♦ 1#10G. 1-c FCU -1 yyg^9 i-ji-TOG 1'C NEI* J N 1 Hi1-1 1 IOG;'m1"C 31 B4.R GENERAL NOTM A. PRIOR TO ROUGN-IN. VERIFY EACH DEVICE LOCATION WITH THE REFLECTED CEILING PLAN. ARCHITECTURAL INTERIOR/EXTERIOR ELEVATIONS, CASEWORK SHOP DRAWINGS AND/OR CASEWORK INSTAII.Elt NOTE ANY CONFLICTS IN LOCATIONS. INCLUDING CONFLICTS WITH SEAMS/BREAKS, IN ARCHRECTURAL MATERIALS AND NOTIFY THE ENGINEER FOR ISSUES RAT CANNOT BE RESOLVED ON SITE. DEVICE BOXES SHALL NOT• ar : 1- SOUND PURPOSES. CONTRACTOR SHALL FOLLOW SOUND M PROCEDURES OUT`LJNED IN THE «• r.- . • SPECIFICATIONS. C. CONTRACTOR SHALL MARK THE EXTERIOR OF EACH JUNCTION BOX WITH PANEL AND CIRCUIT IDENTIFICTION NUMBERS FOR ALL CIRCUITS WITHIN. USING PERMANENT INK OR LABEL SYSTEM. ALL MARKINGS SKALL BE LEGIBLE AND NEAT. D. PROVIDE LABELING ON DEVICE PLATES AS REQUIRED IN SPECIFICATIONS FOR 611" •. CONTROLLERS.CEILING GRID STRINGER TO INDICATE CONTROLLER L• O CONDUIT INDIVIDUAL . i1 CONDUCTORS rR gar IN LIEU OF MC CABLE FOR ALL HOME RUNS AND ANY AREA THAT THE CONDUIT IS EXPOSM OR k3Wf- c• 74147,17— F. 4 _1 _ SPECIFICALLY THESE PLANS. ff IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE AFCl AND GFCl RECEPTACLES WHERE REQUIRED BY THE NATIONAL ELECIRICAL CODE G. ALL CIRCUITS SHALL BE RUN OVERHEAD OR IN WALL. UNLESS SPECIFICALLY NOTEIX UNDERGROUND CIRCUITS THAT ARE SHOWN SHALL BE ROUTED A MINIMUM OF BELOW SLAB. C UH-2 23. gEn B BLR SLR 38 'N TPA M.... �I 'PANEL'MR" (NOTE 1) BLR ENR FCU -4 *2 27 78 BR Im F'CU-5 M BLRt8 N 1 EF -3 BLR -' 4 NOTE 3 2�B+I�10G. 3/4'C� Ssr-2#S+1#IOGr 3/4'C SHEET NOTES 1. SEE ONE LINE DIAGRAM SHEET E1.10. FOR CIRCUIT AND EQUIPMENT INFORMATION. 2. MOUNT RECEPTACLE UP BEHIND DRINKING FOUNTAIN (BOTTLE FILLER) SO AS NOT TO EXPOSE UNIT POWER. VERIFY EXACT LOCATION PRIOR TO ROUGH -IN. PROVIDE GFCI BREAKER. 3. VERIFY DISCONNECT SIZE, AND IF APPLICABLE. FUSE SIZE WITH ACTUAL EQUIPMENT NAMEPLATE INFORMATION PRIOR TO INSTALLATION. 4. MECHANICAL EQUIPMENT PROVIDE) WITH INTEGRAL DISCONNECTING MEANS BLR 00 V—SE-1 (NOTE 4) R, �0? PROFESS Cay ?G 1 Z54NFP i 2� v 'P .e...� u ��•+...-- OREGON 104 lo.' 2 klo A. SO NSP EXPIRUKIN OAT- OEC. 37.2021 00 � O N 0� O W L N h Nh Q a V - ] ae 00 N W w QO a _0 W • 7 N ~ a coM \ W 1�— W J �a - o a Qf0 Lu n0 n = = E a 2111EJG ]BY: E MPG co U � o C c C e Q r 00 a 0� Q m Nh Q G 0> A 00 m°' H QO N _0 W Z OC Z Z \ W 1�— W J �a W u m �II y Qf0 Lu w = F M N w a Q Q G N C g 0 [L w a m 2111EJG ]BY: E MPG SHEET TITLE MECHANICAL PLAN SHEET NUMBER E4.01 1. PROVIDE I DEVICE (BOX AND IACEPLAIE TYPE) UNLESS OTHEIMSE- • D CONDUIT • ar UP AT UNDERSIDEOF CEILING FOR FUTURE m NOTED. 94ALL BE 4-11/16- SQUARE 2-1/8- DEEP BOX. WITH SINGLE GAM CABLE INSrALIAnON BY OWNER. o MUD RING AND COVERPLATE. PROVIDE 10 CONDUIT To TELECOMMUNICATIONS _ F ROOM. PROVIDE BUSHING ON CONDUIT WITHIN DEVICE BOX AND A GROUNDING & PROVIDE RECESSED DEVICE BOX (FOR FUTURE CAMERA INSTA.LATION). m COULAR/BU1 HFNG ON TELECOMMUNICATION ROOM END WITH #6 AWG BONDING UNLESS OTHERWISE NOTED, SHALL BE 4-11/16* SQUARE 2-1/8* DEEP BOX. ... CONDUCTORTIED TO BUSBAR. CATEGORYPROVIDED BY OWNER. WITH SINGLE• RING.-• rE l" CONDUIT TO TELECOMMUNICATIONS .. � m n ROOM. PROVIDE BUSHING ON CONDUIT WITHIN DEVICE BOX AND A GROUNDING 2- PROVIDE CPI SWING GATE WALL RACK (0131 #11807-725) WITH ONE FIBER COLLAR/lBUISHING WITH #6 BONDING CONDUCTOR TIED TO WSW. CAMERA P% PATCH PANEL IN TOP RACK UWM MOUNT TOP OF RACK AT +6*-Gw ABOVE CATEGORY 6 CABLE PROVIDED BY OWNER. VERIFY EXACT LOCATION (& n FORSHED FLOOR. HEIGHT) OF JUNCTION BOX WITH OWNER PRIOR TO ROUGH -IN. & STUB -UP UNDERGROUND CONDUITS IN CORNER OF TELECOM ROOM. 9. PROVIDE CPI GROUNDING BUSBAR (CPI #40153-012). MOUNT BuSBAR AT e +12* ABOVE FINISHED FLOOR. BOND OR TIE TO BUILDING GROUNDING 4. STUB -UP CONDUIT IN THIS APPROXIMATE LOCATION FOR FUTURE ACCESS ELECTRODE SYSTEM WITH #3/0 AWG CONDUCTOR. '.. CONTROL EQUIPMENT PRDVIDED BY OWNER. GATE PROVIDED Y OWNER. •♦ W Rra-r a LOCATION ♦. a. ..r. ROUGH -IN. r PROVIDE x•+.]t DEVICE :'• •- FUTURE CLOCK/INTERCOM 5 PROVIDE DATA DEVICE -WAP- (JACK TYPE). UNLESS OTHERVOSE NOTED SHALL INS7ALLATION). UNLESS OTHERWISE NOTED. SHALL BE 4-11/16- SQUARE Z BE A QUICI(PORT IN-CEIUNG BRACKET WITH SUPPORT WIRE AND LENUM •'... 2-1/8r DEEP BOX. WITH SINGLE GANG MUD RING PROVIDE 1- CONDUIT TO w « 1 � LJ R I� • I • I -Y :4 aiR 6 ROOM.PROVIDE•CONDUITDEVICE W ROUTE TO TELECOMMUNICATIONS ROOM. PROVIDE : ...a ON CONDUIT WITHIN BOX AND A GROUNDING COLLAR/BUSIING WITH #6 BONDING CONDUCTOR TIED s.. ,« :.a r r-♦ n Y♦U • • ,. •N TO BUSBAR. CLOCK/INTERCOMCATEGORY PROVIDED BY OWNER. u ROOM END WITH #6 AWD BONDING CONDUCTOR TIED TO BUSBAR. CATEGORY VERIFY EXACT LOCATION (& HEIGHT) OF JUNCTION BOX WITH OWNER PRIOR WAP GA CABLE PROVIDED BY OWNER. .r TO ROUGH -IN S. PROVIDE la CONDUIT FROM DOOR FRAME TO ACCESSIBLE CEILING SPACE UP _..._ ,._ THECOMMUNICAfON RAC( (NOT 2) WAP 110 BOTTOM OF ROOF TRUSS FOR FUTURE DOOR CONTACT INSTALLATION BY OWNER. � 7) SCALE: 1/+•=t• -O• H LL.I N F_ W CL ca Ff� PROP O?ORG o��I 14, � o m BY: MPG o m _ F � m ... H V .. � m n W 1E CLOSET i P% IT CLOSET u n M> -Q-NOTE 10 5 00 e NOTE 6-+a _. RAP ° '.. W toxmE NOiE 8-•-Q- G -QtNOIE 8 To J Z .,. -.. gj�-NOTE 6 w a-wum 6 W `... NOTE tO---W - WV U IW�L• Z u -Q—NOTE 10 Q WAP a.0 Lu _..._ ,._ THECOMMUNICAfON RAC( (NOT 2) WAP ° � 7) IT 2) 2 7) ,,,-Npttt�� T 'iVOTE 6 4OTE 6 `. NOTE 31 � OTE 9 2 �NOIE t Q a .. _.. d(jT) NOTE 4��I G -►R CLOSET... 8 NOTE..+1`'tiz ... .. JJ. SEELNOTE ... tTE 8 Q (I CLOT SHEET E1.01 8 FOR lU770N SCALE: 1/+•=t• -O• H LL.I N F_ W CL ca Ff� PROP O?ORG o��I 14, ER: � o m BY: MPG o m F � r m H V � m � m n W ° e P% u n M> 00 e Iii ° o W o G o � Z = E w W WV U IW�L• Z u u Q a.0 Lu � ° c M e LLI d ER: OO : E EJG BY: MPG m H P% u j^ 00 o W Z G ce Z W WV U IW�L• Z Q a.0 Lu Im = M N LLI N Q a Q m H C 0 W a m ER: 2111 : E EJG BY: MPG SHEET TITLE COMMUNICATIONS & SECURITY PLAN ■6TIaaVINAM,