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HomeMy WebLinkAboutPlan, Tentative APPLICANT 8/17/2021N� O�AO w � � m t7 a a o ��n����em�Irn>wmN z yA 31 N C O LYJ CN A Z0�2 NT OOOITIA O D i] m Z IT �' CJ N Z A INTI ITWI A IOTI O A Z Z Z > o l� o mA N t7 AvA z� oo m_ozam o zFg� O ND O tiOlTI AINTI�AtiOSti]N>TSl `� GJ S` `L S' `�Z �A Z O z 0 y ~] O In OA cW Z Dy A O ➢� O �O yI Z A O N z SQQ N N zto N VI N VI N y In In VI N VI N N fn it > z ➢ x D m" m oti z z z z z z z z z z z z z z N m a A m RESCOT m n ti m m vl c HE SON E T z z o y o m m II o x o<- ti a N N vl ti N o SUNSET 9 v O m zz> v,T omT A m ➢ Z o 0 0 o z D -I ➢ Z oz v A N �mm Din lloo� z o T a a a m z z o m A A o za o ~ (F. 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Z Hti T NK T. 9TH o -3 p < m ~o a z'-' 1 00 10TrS z m LTJ II _� 000 1 TH ST, J N oz y 11T T < m N W � n D Z N -- II m ?< 1NOZ3X33 �� � � 0 0 00 I - QSJIlk O I-- 11 _ - II --- I I I I \ X I EX "IRR 1 I -- EX 1' I \ ro \ Q I �z x ❑o / IIS � m I N ['J o ✓r / I o I I PLANS PREPARED BY: APPRDVM A SITE ASSESSMENT PLAN \ DATE RESTROOM FAUL Y .. DESIGNED DRAWN T1ad 2206 COUNTRY HAVEN DR DATE BY DESCRianON App, TAX MAP 17-03-26-34 CITY OF SPRINGFIELD EUGENE, OR 97408 (549)5564425 REVISIONS CHECKED DATE 8/17/21 TAX LOT 6200 PUBLIC WORKS DEPARTMENT a ro x r 1771 PLANS PREPARED BY: APPRpyEp; SITE PLAN AND GRADING PLAN FOR FAVRFAU C�G°aMUN NDDDDLE SCHOOL N = o DATE RESTROOM f�ACUTY 0 DESIGNED DRAWN w ivy► owe er oEscRiPnoN APP. TAX MAP 17-03-26-34 CITY OF SPRINGFIELD 2208 COUNTRY HAVEN ora EUGENE, OR 97408 (541)5554425 REVISIONS CHECKED DATE 8/17/21 TAX LOT 6200 PUBLIC WORKS DEPARTMENT Z ITN1 m O (n VI D R � p A � y ➢ ➢ � Z �� iQ / / n r r O O m Z r ti A O I � A m ti F� o � ti c 47 r O � A N PLANS PREPARED BY: APPR0VM m ' f 6�r FAVRFAU C�G°aMUN NDDDDLE SCHOOL � o DATE RESTROOM FACUTY DESIGNED DRAWN DATE BY oEscRiPnoN APP. TAX MAP 17-03-26-34 CITY OF SPRINGFIELD w ivy► 22Ds COUNTRY HAVEN ora EUGENE, OR 97408 (541) 55&440 REVISIONS CHECKED DATE 8X17 TAX LOT 6200 PUBLIC WORKS DEPARTMENT c� �Z x m oy o a � Z ITN1 m O (n VI D R � p A � y ➢ ➢ � Z �� iQ / / n r r O O m Z r ti A O I � A m ti F� o � ti c 47 r O � A N PLANS PREPARED BY: APPR0VM m ' f 6�r FAVRFAU C�G°aMUN NDDDDLE SCHOOL � o DATE RESTROOM FACUTY DESIGNED DRAWN DATE BY oEscRiPnoN APP. TAX MAP 17-03-26-34 CITY OF SPRINGFIELD w ivy► 22Ds COUNTRY HAVEN ora EUGENE, OR 97408 (541) 55&440 REVISIONS CHECKED DATE 8X17 TAX LOT 6200 PUBLIC WORKS DEPARTMENT HAMLIN MIDDLE SCHOOL BASEBALL TEAM / RESTROOM BUILDING ARCHITECTURAL SYMBOLS ARCHITECTURAL ABBREVIATIONS PROJECT DESCRIPTION DRAWING INDEX AIOIA DOORNUMBER ACC ACOUSTICAL CEILING CLOUD LAM LAMINATED AO RELUE NUMBER ACT ACOUSTICAL CEILING TILE LIN LINOLEUM ADA AMERICANS WITH DISABILITIES ACT MAS MASONRY 1IKEYNOTE ARE ABOVE FINISH FLOOR MAX MAXIMUM AL /ALUM ALUMINUM MB MARKERBOARD WALLTHICKNESS/ ANSI AMERICAN NATIONAL STANDARDS MC METAL CEILING 1 WALL TYPE WITH INSULATION INSTITUTE MECH MECHANICAL APPROX APPROXIMATELY MIN MINIMUM WALLTHICKNESS/ ARCH ARCHITECTURAL MP METAL PANEL ql WALL TYPE WITHOUT INSULATION ASTM AMERICAN SOCIETY FOR MS MOPSINK TESTING MATERIALS MTL METAL AWP ACOUSTICAL WALL PANEL NA NOT APPLICABLE CEILING HEIGHT a AT NIC NOT IN CONTRACT BD BOARD NO NUMBER CT -X MATERIAL FINISH BLDG BUILDING NIS NOT TO SCALE OA ACCESSORY TAG B.O. BOTTOM OF OC ON CEMER BV BRICK VENEER OFCI OWNER FURNISHED CC COLORED CONCRETE CONTRACTOR INSTALLED OGRID REFERENCE CJ CONTROL JOINT OFOI OWNER FURNISHED OWNER CMU CONCRETE MASONRY UNIT INSTALLED RM NAME ROOM NAME / NUMBER CMUV CONCRETE MASONRY UNIT VENEER OR OPERABLE PARITION 101COL COLUMN OPP OPPOSITE COLIC CONCRETE P PAINT T\ BID ALTERNATE COM CONTINUOUS PC PRECAST CONCRETE COORD COORDINATE PLAS PORTLAND CEMENT PLASTER CPT CARPET PL / PLAM PLASTIC LAMINATE CT CERAMIC TILE PR PAIR CTR CENTER PS PAINT SYSTEM X 31 EXTERIOR ELEVATION PT PRESSURE TREATED rL CENTER LINE PVC POLYVINYLCHLORIDE A DIA ORO DIAMETER PWD PLY WD PLYWOOD DIM DIMENSION QT QUARRY TILE D&1 B INTERIOR ELEVATION DN DOWN RB RUBBER BASE DR DOOR RBF RUBBER FLOORING C DRP DRAPERY RD ROOFDRAIN DS DOWNSPOUT REF REFERENCE DTL DETAIL REQ REQUIREMENT BUILDING SECTION A4.1 EA EACH READ REQUIRED ELEC ELECTRIC RF ROOF EL/ELEV ELEVATION RM ROOM WALL SECTION EM ENTRY MAT RD ROUGH OPENING A4.10 EQ EQUAL SAME SELF -ADHERED EXT EXTERIOR MEMBRANE FLASHING e EXP Ji EXPANSION JOINT SC SEALED CONCRETE DETAIL REFERENCE SEC/SECT SECTION FAF FLUID APPLIED FLOORING FCS FIBER CEMENT SIDING SF SQUARE FEET BUILDING SECTOR HE FIRE EXTINGUISHER SPIT 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 A STN STONE GALV GALVANIZED STRUCT STRUCTURAL GWB GYPSUM WALLBOARD SV SHEET VINYL GYP GYPSUM TB TACKBOARD HB HOSE BIBB TEMP TEMPERED HC HANDICAPPED T.O. TOP OF HDWR HARDWARE TSTL TUBE STEEL HORD HORIZONTAL TWS TACK WALL SURFACE HIS HOLLOW STEEL TYR TYPICAL HT HEIGHT UL UNDERWRITERS LABORATORY IN INCH, INCHES UNIX 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 WEB WEATHER RESISTANT BARRIER WSCT WAINSCOT 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: TM17032634 / TL6200 DEFERRED SUBMITTALS VICINITY MAP PROJECT TEAM GENERAL OWNER: G0.00 COVER SHEET Springfield Public Schools G0.01 CODE ANALYSIS AND OCCUPANCY PLAN 525 Mill Street A1.01 Springfield, OR 97477 2206 Country Haven Drive Contact: Brett Yancey CIVIL Phone: (541) 726-3206 A3.01 Email: brett.yoncey@springfield.kl2.or.us CX.XX XXXXX A3.02 CX.XX XXXXX Phone: (541) 556-5425 PRELIMINARY NOT FOR CONSTRUCTION J 2111 CIVIL ENGINEER: ARCHITECTURAL O Favreau Engineering A1.01 ARCHITECTURAL SITE PLAN 2206 Country Haven Drive A2.01 FLOOR PLAN AND ROOF PLAN Eugene, OR 97408 A3.01 EXTERIOR ELEVATIONS Contact: Eric Favreau A3.02 EXTERIOR ELEVATIONS Phone: (541) 556-5425 A4.01 BUILDING SECTIONS Email: favreaueng@gmail.com A4.02 WALL SECTIONS Email: jdg@coneng.com A5.01 INTERIOR ELEVATIONS A6.01 REFLECTED CEILING PLAN ARCHITECT: A8.01 DOOR AND WINDOW SCHEDULES BBT Architects A8.10 DETAILS 1140 SW Simpson Ave, Suite 200 O Bend, OR 97702 L Contact: Kevin Shaver STRUCTURAL a Phone: (541) 382-5535 ap Email: kshaver@bbtarchitects.com S0.01 GENERAL STRUCTURAL NOTES & DRAWING INDEX S0.02 SPECIAL INSPECTIONS TABLES W S2.01 FOUNDATION PLAN STRUCTURAL ENGINEER: S2.21 ROOF FRAMING PLAN S5.01 STRUCTURAL DETAILS: FOUNDATION Walker Structural Engineering S6.01 STRUCTURAL DETAILS: FRAMING 2863 NW Crossing Drive, Suite 201 Lu 'L Bend, OR 97701 Q UZ Contact: Craig Davis MECHANICAL Phone: (541) 330-6869 M0.01 MECHANICAL LEGEND & GENERAL NOTES Email: cdovis@walkerse.com M1.21 MECHANICAL SCHEDULES vii M5.01 MECHANICAL FLOOR PLAN M6.01 MECHANICAL DETAILS MECHANICAL /PLUMBING ENGINEERS: Systems West Engineering PLUMBING 411 High Street P0.01 PLUMBING LEGEND & GENERAL NOTES Eugene, OR 97401 P1.10 FOUNDATION PLAN Contact: Paul Fooks P1.21 FLOOR PLAN Phone: (541) 342-7210 P5.01 PLUMBING DETAILS Email: pfooks@systemswestengineers.com P6.01 PLUMBING SCHEDULES PRELIMINARY NOT FOR CONSTRUCTION J 2111 ELECTRICAL / LOW VOLTAGE ENGINEER: ELECTRICAL O Conley Engineering Inc 1433 Lakeside Court, Suite 100 E0.01 ELECTRICAL SYMBOL SCHEDULE Yakima, WA 98902 E0.02 COMMON DEVICE GROUPING & MOUNTING HEIGHTS Contact: Jeff Gray E1.01 ELECTRICAL SITE PLAN Phone: (509) 895-0043 E1.10 ONE -LINE DIAGRAM N Email: jdg@coneng.com E2.01 LIGHTING PLAN E3.01 POWER PLAN 5m E6.01 COMMUNICATIONS AND SECURITY PLAN 00 PRELIMINARY NOT FOR CONSTRUCTION J 2111 DRAWN BY: EJH O KS O Q N W 5m Z 00 > O J L CIO a Z ap W ZD C� L QZ w W LUJ _ Lu 'L H Q UZ CL W .p W N t- M vii w 2111 DRAWN BY: EJH CHECKED BY: KS Q Z a w � w 0 0 rn rn JOB NUMBER: 2111 DRAWN BY: EJH CHECKED BY: KS SHEET TITLE COVER SHEET SHEET NUMBER G0.00 LOCKER ROOM 01HOUR 613 1 1 PROTECTED WHERE REQUIRED BY EXTERIOR L J_ J_ J_ J_ J_ J_ INTERIOR 01HOUR J � r 01HOUR INTERIOR i TEAM / FLOOR CONSTRUCTION 01HOUR ROOF CONSTRUCTION LOCKER ROOM AND FLOOR LEVELS, AND AT 10 FEET N MAX IN BETWEEN DRAFTSTOPPING IN ATTICS NOT REQUIRED PER 718.4 W Z Cm L � I O 0 >^ �a LMAX TRAVEL DISTANCE 44' m y J ._._._._._---- L . O _ TTTT1 I 16 W ZD � 7 Q OFFICE Lu W _ i44 STORAGE ZLL. Lu H a i UZ w CL W 10 N d N H M rn LOCKER ROOM 01HOUR 613 1 1 PROTECTED WHERE REQUIRED BY EXTERIOR Lr r INTERIOR 01HOUR NON-BEARING WALLS: L�L r EXTERIOR 01HOUR INTERIOR L�L r OCCUPANCY AND EXIT PLAN SCALE: 1/8" = 1'-0" 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 GROUP E - EDUCATIONAL V -B NONE ALLOWABLE AREA&HEIGHT IABLE 504.3,504.4,AND 506.2 ALLOWABLE HEIGHT: 40', 2 STORIES ACTUAL HEIGHT: 18, I STORY ALLOWABLE AREA: 9,570 SF ACTUAL AREA: 3,370 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 100621): EXIT SIGNAGE (OSSC 1003): SEE EGRESS PLAN zIl 75' SEE ELECTRICAL LIGHTING PLANS AND EGRESS PLAN FIRE RESISTANCE RATINGS BUILDING ELEMENT (OSSC TABLE 601) STRUCTURAL FRAME 01HOUR BEARING WALLS: PROTECTED WHERE REQUIRED BY EXTERIOR 01HOUR INTERIOR 01HOUR NON-BEARING WALLS: NOT REQUIRED PER 705.1 I, IXC. I EXTERIOR 01HOUR INTERIOR 01HOUR FLOOR CONSTRUCTION 01HOUR ROOF CONSTRUCTION 01HOUR rTTT m \/ OFFICE STORAGE I 144 X EXTERIOR WALL CONSTRUCTION (OSSC TABLE 602): FSD>37' 0 -HOUR 10'< FSD <30' 0 -HOUR OPENINGS IN EXTERIOR WALLS (OSSC TABLE 705.8): FSD= 10'TO LESS THAN I5'(WEST WALL) 70 SF(15%) ALLOWED; 25 SF ACTUAL EST) =37'OR GREATER NO LIMIT RATED SEPARATIONS & INTERIOR WALL/FLOOR/CEILING ASSEMBLIES OCCUPANCY SEPARATION RATED ASSEMBLY DUCT PENETRATIONS PROTECTED WHERE REQUIRED BY O SECTION 713, 714, AND MECHANICAL Q & ELECTRICAL CODES PARAPETS NOT REQUIRED PER 705.1 I, IXC. I ELECTRICAL ROOM NON -RATED FIREBLOCKING AS REQUIRED PER 718.2; PROVIDE IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS AT CEILING AND FLOOR LEVELS, AND AT 10 FEET N MAX IN BETWEEN DRAFTSTOPPING IN ATTICS NOT REQUIRED PER 718.4 PLUMBING FIXTURE COUNT (OSSC TABLE 2902.1) GROUP A: ASSEMBLY (BLEACHERS) BLEACHER CAPACITY IS 1,957. HOWEVER, STANDARD MAXIMUM USE OFTHE BLEACHERS IS EXPECTED TO BE APPROXIMATELY 300 PEOPLE. TOILET FIXTURE COUM 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. SEE SITE PLAN FOR PROPOSED LOCATION OF PORTABLE TOILETS. NUMBER OF OCCUPANTS: WATER CLOSETS REQUIRED MALE: 2 PER 75) PROVIDED MALE:2 WC, 2 URINALS LAVATORIES REQUIRED MALE: I (1 PER 200) PROVIDED MALE:2 DRINKING FOUNTAINS REQUIRED: I PROVIDED: 2 ENERGY EFFICIENCY CLIMATE ZONE: ROOF INSULATION: WALL INSULATION: FLOOR SLAB INSULATION: 300 (150 MALE / 150 FEMALE) REQUIRED FEMALE: 4 PER 40) PROVIDED FEMALE:4 REQUIRED FEMALE: I N PER 150) PROVIDED FEMALE:2 4 R-30 C.I. MASS WALLS, R-9.5 C.I. UNHEATED, R-15 FOR 24" EXTERIC EXTERIOR WALL TYPE - E1 SCALE: 3" = I -0" EXTEF iRING WALL 'PLIED AIR BARRIER INSULATION W/ JG ® 24" O.C. RIZONTALLY CHANNEL ANEL ROOF ASSEMBLY - Rl SCALE: 3" = l'-0" SHEET METAL ROOFING SELF -ADHERING UNDERLAYMENT NAILABLE ROOF BASE INSULATION RIGID INSULATION RIGID INSULATION SELF -ADHERING UNDERLAYMENT PLYWOOD SHEATHING SUPPORT FRAMING 0 EXTERIOR WALL TYPE - E2 SCALE: 3" = I -0" UM BOARD WALL STUDS ?IOR SEARING WALL APPLIED AIR BARRIER ;ID INSULATION W/ ?RING ® 24" O.C. 1ORIZONTALLY °ACE W/CAVITY JAGE MATERIAL VENEER SCOT FLOOR FINISH PER SLAB ATION: R-10 ® 24° NNDATION PERIM. CATIONS ARDER DGEO TECH PRELIMINARY NOT FOR CONSTRUCTION J DRAWN BY: O Q N O N W Z Cm L � o O 0 >^ �a m y Z ~ Q0 O _ y W ZD � 7 Q Lu W _ ZLL. Lu H Q UZ w CL W 10 N d N H M rn LLI DRAWN BY: CHECKED BY: Q N Z a y w w :D � 7 JOB NUMBER:IKS DRAWN BY: CHECKED BY: SHEET TITLE CODE SUMMARY OCCUPANCY PLAN ASSEMBLY TYPES SHEET NUMBER G0.01 SITE PLAN SCALE: 1/16" = 1'-0" PRELIMINARY NOT FOR CONSTRUCTION J 2111 DRAWN BY: EJH CHECKED BY: KS 0 H W � CID C � 0 >^ 50 0,. L m Z ~ Q0 O z W ZD 5� L Q a W { j = C C ZLL. Lu H Uz 11 W 10w N a to H M v> JOB NUMBER: 2111 DRAWN BY: EJH CHECKED BY: KS Q z a w � w 0 N � a JOB NUMBER: 2111 DRAWN BY: EJH CHECKED BY: KS SHEET TITLE SITE PLAN SHEET NUMBER Al .01 (1> �u M 2 4.01 4.0130 LINE OF BUILDING BELOW SHOWN DASHED PLUMBING FOR FUTURE TOILET ROOM FIXTURES SHOWN DASHED FLOOR PLAN O SCALE: 1/4" = l'-0" PROJECT NORTH 4.01 4.01 m mw 2 ROOF PLAN O 2 0 SCALE: 1/8" = 1'-0" PROJECT NORTH PLUMBING URE TOILET ROOMM FIXfUFIMURES SHOWN DASHED J PRELIMINARY NOT FOR CONSTRUCTION J 1111 DRAWN BY: r O KS Q 95'-2" O 7" 7" 29-4" 7-0" 6 21'4" 7'-0' 29-4" N W © LOCKERS BY OWNER, SHOWN DASHED c �� L����������J 00 >^ OJa m y Z ~ L -L -L -L -L -L -L -L -L�J 0 w MIX I I F I A 4 107 I0 JANITOR 5.0 Z � 0 0 L Q W UMPIRE RM 107 g _ ZLL. Lu H UZ w CL 106 K —LOCKERS BY 106 O SHOWN DASHEDLOCKERS 10 N t— M vii BYNER, SHOWN DASOWDNER, O O LOCKER ROOM 05 2 �YY� 30 4 LOCKER ROOM 30 114 L — — JX 30 WOMEN O O MEN 1B 2 o BREEZEWAY X 109 BREEZEWAY 30 115 116 O e.o B B so L L Ll 113 VESTIBULE 04 VESTIBULE 3 7xxxxxxxx7 101 / I \ 7 \ 112 \ \1 OA � OFFICE 103 — — 101 1— HAND DRYER L —\� —� —/J HAND DRYER OFFICE 2 — — / / O STORAGE I \ \ \ / \ — / L —_ _ — STORAGE 0 103 I I I10 STORAGE 02 IT CLOOSEi L — — J 09 09 5 0 L LLLLILL KxRx,xxxxxxx7xxxxxxxxXXXXXXXXXXX======�� I, 510 ,e BURR OUT WALL AND XXXXXXXXXLL KXXXXXXXXXIYX/ FURR OUT WALL AND LINE OF BUILDING BELOW SHOWN DASHED PLUMBING FOR FUTURE TOILET ROOM FIXTURES SHOWN DASHED FLOOR PLAN O SCALE: 1/4" = l'-0" PROJECT NORTH 4.01 4.01 m mw 2 ROOF PLAN O 2 0 SCALE: 1/8" = 1'-0" PROJECT NORTH PLUMBING URE TOILET ROOMM FIXfUFIMURES SHOWN DASHED J PRELIMINARY NOT FOR CONSTRUCTION J 1111 DRAWN BY: EJH O KS Q N O N W m 00 >^ OJa m y Z ~ Q0 0 w i W Z � 0 0 L Q W LU _ ZLL. Lu H UZ w CL W 10 N t— M vii LLI 1111 DRAWN BY: EJH CHECKED BY: KS Q N Z a y w w rn rn � 0 0 JOB NUMBER: 1111 DRAWN BY: EJH CHECKED BY: KS SHEET TITLE FLOOR PLAN ROOF PLAN SHEET NUMBER A2.01 E ^w m7 T VEF v FENCING SOUTH ELEVATION 3 01 SCALE: 1/4"= 1'-0" 2 EAST ELEVATION 3 0 SCALE: 1/4"= 1'-0" 3 WEST ELEVATION 3 0 SCALE: 1/4"= 1'-0" a NORTH ELEVATION 3 0 SCALE: 1/4" = 1'-0" PRELIMINARY NOT FOR CONSTRUCTION J 2111 DRAWN BY: E IH O KS O z a N W � Cm G � 00 >^ 0 �a m Z J ap � W ZD Q Lu W _ ZLL. Lu H Q UZ CL W .p N w FL N H M rn w 2111 DRAWN BY: E IH Q KS z a 0 � JOB NUMBER: 2111 DRAWN BY: E IH CHECKED BY: KS SHEET TITLE EXTERIOR ELEVATIONS SHEET NUMBER A3.01 BREEZEWAY 115 - 3 0 SCALE: 1/4" = 1'-0" EAST ELEVATION 3 BREEZEWAY 116 - EAST ELEVATION 3 0 SCALE: 1/4"= 1'-0" M BREEZEWAY 115 - 3.0 SCALE: 1/4" = 1'-0" WEST ELEVATION BREEZEWAY 116 - WEST ELEVATION SCALE: 1 /4" = 1'-0" PRELIMINARY NOT FOR CONSTRUCTION J 2111 DRAWN BY: EJH O KS O Q 0 N W � Cm L � 00 >^ 0 �a m a Z ~ Q0 O _ y W ZD Q w Lu W _ ZLL. Lu � VZ CL W Nd N H M rn ui 2111 DRAWN BY: EJH CHECKED BY: KS Q 0 z a y w � w 0 N JOB NUMBER: 2111 DRAWN BY: EJH CHECKED BY: KS SHEET TITLE EXTERIOR ELEVATIONS SHEET NUMBER A3.02 BUILDING SECTION 4 0 SCALE: 1/4"= 1'-0" 3 BUILDING SECTION 4.01 SCALE: 1/4°=1'-0° M BUILDING SECTION 4 0 SCALE: 1/4"= 1'-0" a BUILDING SECTION 4.0 SCALE: 1/4"=1'-0" i® mmm PRELIMINARY NOT FOR CONSTRUCTION J 2111 DRAWN BY: EJH O KS w O N N W � Cm L � 00 �^ 0 0 m Z ~ Q0 O _ y W ZD Q a Lu W _ uj u- VZ W Nd N H M rn JOB NUMBER: 2111 DRAWN BY: EJH CHECKED BY: KS w N 0 Z a y o w w JOB NUMBER: 2111 DRAWN BY: EJH CHECKED BY: KS SHEET TITLE BUILDING SECTIONS SHEET NUMBER A4.01 WALL SECTION 4 0 SCALE: 1/2"= 1'-0" 2 WALL SECTION 4 0 SCALE: 1/2"- 1'-0" s WALL SECTION 4.0 SCALE: 1/2"=1'-0" M WALL SECTION 4.0 SCALE: 1/2" = 1'-0" PRELIMINARY NOT FOR CONSTRUCTION J 2111 DRAWN BY: EJH O KS O Q 0 N W � Cm L � o O 0 >^ �a m a Z ~ Q0 O _ N W ZD Q w LU W _ ZLL. Lu N Q VZ CL W .p N w d N H M rn w 2111 DRAWN BY: EJH CHECKED BY: KS Q 0 z a y o w w JOB NUMBER: 2111 DRAWN BY: EJH CHECKED BY: KS SHEET TITLE WALL SECTIONS SHEET NUMBER A4.02 I WOMEN'S RESTROOM 108 5 0 SCALE: 1/4"= 1'-0" 3 UMPIRE RM 106 5 0 SCALE: 1/4"= 1'-0" 0 a JANITOR 107 5 0 SCALE: 1/4"= 1'-0" I (�2� MEN'S RESTROOM 109 5.01 SCALE: 1/n"= 1'-0" GENERAL NOTES A. DON NOT SCALE THE DRAWINGS. B. SEE X/A8.0X FOR TYPICAL DOOR HEAD/JAMB FRAMING DETAILS. C. SEE ADA STANDARDS DIAGRAM THIS SHEET FOR FKQURE AND ACCESSORY LOCATION DIMENSIONS. ACCESSORY SCHEDULE NOTE: ALL ACCESSORIES FURNISHED BY CONTRACTOR UNLESS NOTED OFCI. SOAP DISPENSER, OFCI © ELECTRONIC HAND DRYER © TOILET PAPER DISPENSER, OFCI 42" GRAB BAR 0 36" GRAB BAR O 18' VERTICAL GRAB BAR © 27x36 MIRROR Q SANITARY NAPKIN DISPOSAL, OFCI (AT ALL STALLS IN WOMEN'S RR) 0 TOILET SEAT COVER DISPENSER, OFCI KEYNOTES 1 PLASTIC LAMINATE COUNTERTOP AND SKIRT ❑2 TOILET STALL PARTITION FIBERGLASS REINFORCED PANEL (FRP) TO 4'-0", WIDTH OF MOP SINK ® MOP SINK ❑5 WASHER AND DRYER © WATER HEATER [7 MECHANICAL DUCT SHOWN DASHED ® EXPOSED CMU, PAINTED ® EXPOSED CMU, ACCENT PAINT (SHOWN HATCHED) ADA STANDARDS: GENERAL REQUIREMENTS FOR RESTROOM FIXTURES AND ACCESSORIES w = 39'-41" > w0 - a iw oQ �o 36 �LL< aQ �QOZo 54"MIN Z MIRROR w, w 0 2' 42' OXw >n 12" MAX o � � 0 x< ❑ x USHHANDLE o z z a LL�x 3MAX-MOUol eoa�ax �Z FLUSH UMED N B - ONWIDE SIDE OF A TOP OF WATER CLOSET AREA FLOOR FINISH8' MIN KNEE "MAX TOE 7"-9" IS' -48" SANITARY 16"-18" CLEARANCE CLEARANCE NAPKIN 17" MIN DISPENSERS FA CE OF FACE OF DEPTH URINAL SEAT COVER SANITARY SOAP PAPER TOWEL DISTANCETO HOOKS DIAPERCHANGING DRINKING WALL FINISH WATER CLOSET/ WALL FINISH DISPENSER NAPKIN DISPENSER DISPENSER HIGHEST STATION FOUNTAIN DISPOSAL OPERABLE TOILET PAPER/ LAVATORY/ PARTS GRAB BARS MIRROR PRELIMINARY NOT FOR CONSTRUCTION J 2111 DRAWN BY: EJH O KS Q N O N W Z � Cm L � 00 >^ 0 �a m y Z ~ Q0 O _ y W ZD � 0 LJrn Q \ Lu W _ Z Lu H Q VZ CL W .p N w d N H M rn LLT 2111 DRAWN BY: EJH CHECKED BY: KS Q N Z a y w w n � 0 LJrn JOB NUMBER: 2111 DRAWN BY: EJH CHECKED BY: KS SHEET TITLE INTERIOR ELEVATIONS SHEET NUMBER A5.01 M CEILING PLAN 6.0 SCALE: 1/4"=1'-a" m PRELIMINARY NOT FOR CONSTRUCTION J 2111 DRAWN BY: EJH 0 KS 0 o ^ N W Z � Cm L � 0 0 >^ 0 �a m y Z ~ Q0 O _ N W ZD Q LU W _ ZLL. Lu N Q VZ w CL W 10 N d N H M rn LI] 2111 DRAWN BY: EJH CHECKED BY: KS o ^ Z a y o w w C JOB NUMBER: 2111 DRAWN BY: EJH CHECKED BY: KS SHEET TITLE CEILING PLAN SHEET NUMBER A6.01 DOOR SCHEDULE WINDOW EJH 0 KS DOOR FRAME ¢ ARCH. DETAIL (ADpOC) TYPE NOMINAL CPERATION FRAME a HEAD HGT. NOTES H DOOR DOOR SIZE (WXH) W � MATERIA NO. WIDTH HT. HEAD TYPE MATT FIN TYPE MATL FIN a0 HEAD JAMB SILL NOTES 0--1 0- L � xU' Z a0 ABBREVATIONS: HS: HOLLOW STEEL PT: PAINT GENERAL NOTES: SEE PLANS FOR SWING WINDOW SCHEDULE WINDOW EJH 0 KS LLi 0 ARCHITECTURAL DETAIL TYPE FRAME SIZE CPERATION FRAME FINISH HEAD HGT. NOTES H (WXH) W � MATERIA � HEAD JAMB SILL 00 ABBREVATIONS: FF: FACTORY FINISH F: FIXED A: AWNING DOOR TYPES SEE SCHEDULE 41 * SEE SCHEDULE* A SEE SCHEDULE U U U WINDOW TYPES Y M 0 EN FRAME TYPES PRELIMINARY NOT FOR CONSTRUCTION J c M EJH 0 KS LLi 0 Y M 0 EN FRAME TYPES PRELIMINARY NOT FOR CONSTRUCTION J c DRAWN BY: EJH 0 KS LLi 0 � v H W � � Cm L � 00 > 0--1 0- L � m Z a0 Z W Z C� L Q a W Lu = C ZLL. Lu y H L.o Uz E W Na to H M v> JOB NUMBER: c DRAWN BY: EJH CHECKED BY: KS LLi � v Q � Z a y w � w 0 0 rn rn a JOB NUMBER: 1111 DRAWN BY: EJH CHECKED BY: KS SHEET TITLE DOOR & WINDOW SCHEDULES SHEET NUMBER A8.01 EAVE FRAMING AT HIGH END SCALE: 1 1/2"= 1'-0" EAVE FRAMING AT LOW END SCALE: 1 112" = 1'-0" TYP. FOOTING DETAIL SCALE: 1 1/2"= 1'-0" TYP. WINDOW HEAD SCALE: 3"= 1'-0" RAKE FRAMING SCALE: 1 1/2"= 1'-0" FRAMING @ TOILET RM ENTRY, BREEZEWAYS SIM. 4 SCALE: 11/2"=1'-0" WINDOW SILL WINDOW SILL METAL PANEL CMU PARTITIQJbW�INARY @ METAL PANEL @ CMU WAINSCOT TO CMU WAINSCOT TO STRUCTURE„ ' SCALE: 3" = 1'-0" ` 11 SCALE: 3" = 1'-0" n12 SCALE: 3" = 1'-0" _ R ��„ _� �_ SCALE: 3" = 1'-0" �� ION J 2111 DRAWN BY: EJH O KS O Q 0 N W � Cm L � 00 >^ 0 �a m a Z ~ Q0 O _ y W ZD Q w Lu W _ ZLL. Lu � VZ CL W Nd N H M rn ui 2111 DRAWN BY: EJH CHECKED BY: KS Q 0 z a y w � w 0 N JOB NUMBER: 2111 DRAWN BY: EJH CHECKED BY: KS SHEET TITLE DETAILS SHEET NUMBER A8*10 GENERAL STRUCTURAL NOTES GENERAL NOTES: 1. ALL CONSTRUCTION AND DESIGN SHALL CONFORM TO THE 2018 INTERNATIONAL BUILDING CODE AS AMENDED BY THE STATE OF OREGON (2019 OSSC). 2. THE STRUCTURAL DRAWINGS SHALL BE UTILIZED IN CONJUNCTION WITH OTH ER DESIGN CONSULTANT'S 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. CONSTRURION SEQUENCE AND METHODS: A. THE STRUCTURAL DRAWINGS ARE INTENDED FOR THE STRUCTURE TO ACT AS A WHOLE ONCE CONSTRUCTION 15 COMPLETE. IT 15 THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE SAFETY AND STABILITY (I.E. TEMPORARY BRACING IF REQUIRED) DURING CONSTRUCTION AS A RESULT OF CONSTRUCTION METHODS AND SEQUENCES. B. 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 UNTIL THE WALL HAS BEEN TIED INTO THE LOWER AND UPPER SLAB SUPPORTS UNLESS ADEQUATE ENGINEERED BRACING HAS BEEN APPROVED. 5. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS. THE ARCH ITER 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, PRODUCE 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 15 THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL MARK THE SHOP DRAWING WITH ALL NECESSARY COMMENTS AND DETAILER 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 MILL TEST REPORTS) AND WOOD I -JOISTS. SHOP DRAWINGS OR CONTRACTOR ENGINEERED 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 BEARING THE SEAL AND SIGNATURE OF A REGISTERED STRUCTURAL ENGINEER IN THE STATE OF OREGON TO THE ARCHITECT/ 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: GLAZING 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 INDUCE ON THE STRUCTURE. ALL SUCH BIDDER DESIGNED ITEMS SHALL BE BASED ON THE DESIGN REQUIREMENTS AS SPECIFIED IN THE GENERAL STRUCTURAL NOTES. ]. DESIGN CRITERIA: A. CODE: 2018 INTERNATIONAL BUILDING CODE AS AMENDED By THE STATE OF OREGON (2019 OSSC). B. LOADS AND DESIGN CRITERIA: THE FOLLOWING LIVE LOADS AND CRITERIA WERE USED IN ADDITION TO THE DEAD LOAD OF THE STRUCTURE. LIVE LOADS: ON ENGINEERED FILL OR NATIVE SOILS ROOF RETAINING WALLS GROUND SNOW LOAD ... 20 PSF SNOW EXPOSURE FACTOR ............................................ Ce 1.0 SNOW IMPORTANCE FACTOR. ... 15=1.0 THERMAL FACTOR. ... CL=1.1 ROOF SNOW LOAD (SLOPES<1:12).............................. 25 PSF (PLUS ADDED SNOW DRIFT IF SHOWN ON PLANS) SOIL CRITERIA: (NO REPORT USE ASSUMED VALUES) FOOTING (FROST) DEPTH ................................................... 1'-6" MIN. BELOW GRADE ALLOWABLE SOIL BEARING VALUES II ON ENGINEERED FILL OR NATIVE SOILS 1500 PSF (W/1/3 INCREASE FOR SHORT TERM LATERAL LOADS) RETAINING WALLS 110 MPH ACTIVE - UNRESTRAINED ............................................... 35 PCF (LEVEL BACKFILL) ACTIVE - RESTRAINED 50 PCF (LEVEL BACKFILL) PASSIVE .......................................................................... 250 PSF/FT. BELOW NATURAL GRADE (ENGINEERED FILL OR NATIVE SOILS) FRICTION COEFFICIENT................................................... 0.35 (ENGINEERED FILL OR NATIVE SOILS) LATERALCRITERIA ROOF (PSI RISK CATEGORY................................................................... II WIND (DIRECTIONAL DESIGN PROCEDURE PER 2019 OSSC) ZONES 1 +16.0/-80.4 ULT. DESIGN WIND SPEED, VEIL (3 -SEC GUST) ............... 110 MPH WIND EXPOSURE............................................................. B INTERNAL PRESSURE COEFFICIENT ................................. 10.18 COMPONENTS AND CLADDING DESIGN PRESSURE NOTES: 1. PLUS & MINUS SIGNIFY PRESSURES ACTING TOWARD & AWAY FROM THE SURFACES, RESPECTIVELY. 2. REFER TO FIGURE 30.4-1 ASCE 7-16 FORZONES 3. GABLE, HT.=30', EXP. ADJ.=0.713 ULT. NET DESIGN WIND PRESSURE (PSF) FOR 10 ft2 ROOF (PSI ZONE +16.0/-44.8 ZONE +16.0/-25.7 ZONE +16.0/-59.0 ZONES 1 +16.0/-80.4 WALL(PSF) +28.-30.4 LONE 41/ ZONE SEISMIC (EQUIVALENT LATERAL FORCE PROCEDURE) CONCRETE IMPORTANCE FACTOR (SEISMIC) .................................. Ie=1.0 SITE CLASS D SPECTRAL RESPONSE ACCELERATIONS ......................... 5s=0.390 psi 51=0.164 SPECTRAL RESPONSE COEFFICIENTS ............................. Sds=0.387 OTHER Sd1=0.235 SEISMIC DESIGN CATEGORY. D BOTH DIRECTIONS: RESPONSE MODIFICATION COEFFICIENT ................. R= 6.5 (LIGHT FRAMED PLYWOOD S.W.-S) SEISMIC RESPONSE COEFFICIENT ............................. C5=0.043 DESIGN BASE SHEAR (ULT) .......................................... V=(rho=1.3) CONCRETE AND REINFORCING STEEL: 1. CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318-14 AND THE 2018 INTERNATIONAL BUILDING CODE AS AMENDED BY THE STATE OF OREGON (2019OSSC). 2. THE MINIMUM 28 DAV CONCRETE STRENGTHS SHALL BE AS FOLLOWS: F'c = 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 MIX DESIGNS, ALONG WITH TEST DATA ASREQUIRED, BY ACI 318-14, SECTION 26.4, SHALL BE SUBMITTED TO TH E ARCH ITECT/ENGINEER FOR REVIEW A MINIMUM OF TWO WEEKS PRIOR TO CONCRETE POURS. 4. SPECIFIED CONCRETE STRENGTHS SHALL BE VERIFIED BY STANDARD 28 -DAV CYLINDER TESTS PER ASTM C39, WHEN AND WHERE SPECIAL INSPECTION 15 REQUIRED. 5. A20% MAXIMUM OF THE CEMENT CONTENT MAY BY SUBSTITUTED WITH FLVASH CONFORMING TO ASTM 0618, TYPE F OR C. HIGHER PERCENTAGES OF FLVASH MAV BE UTILIZED WITH ACCEPTANCE AND APPROVAL BY THE STRUCTURAL ENGINEER. ANY CONCRETE MIX UTILIZING FLVASH SHALL BE VERIFIED WITH TEST DATA. 6. ADDITIONAL WATER SHALL NOT BE ADDED TO THE CONCRETE MIX AT THE JOBSITE. WATER REDUCING ADMIXTURES CONFORMING TO ASTM C494 MAY BE UTILIZED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. ]. IF CONCRETE 15 TO BE POURED AGAINST AN EXISTING CONCRETE SURFACE, THE EXISTING SURFACE SHALL BE CLEANED AND ROUGHENED TO A MIN. 1,/4" AMPLITUDE. 8. 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: SHORING AND RESHORING SHALL CONFORM TO ACIM7.2 R-05. SHORING AND SUPPORTING FORMWORK SHALL NOT BE REMOVED FROM HORIZONTAL MEMBERS BEFORE CONCRETE STRENGTH 15 AT LEAST 70 PERCENT OF DESIGN STRENGTH, AS DETERMINED BY FIELD CURED CYLINDERS. IN ADDITION, SHORING SHALL NOT BE REMOVED SOONER THAN RECOMMENDED BY AO 347.211-05. FORMWORK SHALL NOT BE REMOVED IN LESS THAN (10) DAYS. 10. REINFORCING STEEL: A. REINFORCING STEEL SHALL BE DETAILED,FABRICATED, AND INSTALLED ACCORDING TO TH E"MANUAL OF STANDARD PRACTICE OF REINFORCED CONCRETE CONSTRUCTION" BY THE CONCRETE REINFORCING STEEL INSTITUTE (CRSI). B. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60. C. SMOOTH BARS OR WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. D. REINFORCING STEEL REQUIRING WELDING OR PLACED WITHIN A SPECIFIED BOUNDARY E LEMENT OR MOMENT FRAME ELEMENT SHALL CONFORM TO WELDABLE ASTM A706. E. ALL LAP SPLICES OF REINFORCEMENT SHALL CONFORM TO CLASS B LAPS AS SHOWN ON THE LAP SPLICE SCHEDULE, UNLESS NOTED OTHERWISE. F. ANY MECHANICAL BAR SPLICES SHOWN SHALL BE MADE WITH DAYTON BAR -GRIP COUPLERS OR WITH AN APPROVED PRODUCT SUBMITTED TO THE ENGINEER OF RECORD WITH AN ICBO REPORT. G. UNLESS NOTED OTHERWISE, REINFORCING STEEL SHALL HAVE THE MINIMUM COVER OR PROTECTION FOR THE FOLLOWING USES AS NOTED BELOW: BEAMS, JOISTS AND COLUMNS 1-1/ ( 2" TO TIES OR STIRRUPS SLABS 1" WALLS INTERIOR FACES 3/4" EXPOSED TO EARTH OR WEATHER 1-1,/2"(N5 BARS AND SMALLER) 2" (N6 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 6" NST VERT. @ 24" O.C. & NST MORE. @ TOP & BOTTOM OF WALL B. HOOKED DOWE LS FROM FOUNDATIONS SHALL BE PROVIDED TO MATCH VERTICAL WALL REINFORCING. C PROVIDE HOOKED DOWE LS MATCH ING SLAB REINFORCING FROM WALLS TO STABS OR HOOK SLAB REINFORCEMENT INTO WALLS. D. UNLESS NOTED OTHERWISE, PLACE (2) N5 BARS IN WALLS W/ (2) LAVERS OF REINF. IN BOTH DIRECTIONS & (1) N5 BAR IN WALLS HAVING SINGLE LAVER OF REINF. IN BOTH DIRECTIONS, ON ALL SIDES OF SLAB AND WALL OPENINGS EXTENDED 36" BEYOND OPENING. PROVIDE (1) OR (2) 4'-8" LONG DIAGONAL N5 BARS AT EACH CORNER OF THE OPENING MATCHING THE LAVERS OF REINFORCING. 12. ADDITIONAL CONCRETE ITEMS: A. H EMBED SHEAR STUDS AND DEFORMED BAR ANCHORS SHALL BE AN APPROVED NELSON PRODUCT OR APPROVED EQUAL B. WEDGE ANCHORS OR EXPANSION BOLTS SHALL BE H ILTI KWIK BOLT -R OR AN APPROVED EQUAL SUBMITTED WITH ICBO REPORTS TO THE ENGINEER FOR REVIEW. C EPDXY ANCHORS OR DOWELS SHALL BE INSTALLED WITH H ILTI HIT -RE 500-V3 EPDXY ADH ESIVE. AN APPROVED EQUAL IN CRACKED OR UNCRACKED CONCRETE WITH ICBO REPORTS MAY BE SUBMITTED TO THE ENGINEER FOR APPROVAL. D. UNLESS NOTED OTHERWISE, PERMANENTLY EXPOSED EMBEDDED PLATE AND ANGLE ASSEMBUES 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 IN CONCRETE. 13. REINFORCEMENT SHALL BE SECURED INFORMS WITH SUITABLE TIES AND ANCHORAGE TO PREVENT DISPLACEMENT. BARS ADJACENT TO EARTH SHALL BE SUPPORTED BY CEMENT MORTAR CUBES. 14. REINFORCING STEEL SHALL NOT BE DISPLACED FOR THE CONVENIENCE OF OTHER TRADES UNLESS APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. 15. "WET SETTING" OF REINFORCEMENT, ANCHOR BOLTS AND INSERTS 15 NOT PERMITTED. 1. LAP LENGTHS ARE IN INCHES AND ARE BASED ON GRADE 60 REINFORCING STEEL AND NORMAL WEIGHT CONCRETE. 2. WHERE CLASS A LAP SPLICES ARE NOTED IN THE PIANS OR DETAILS, DIVIDE THE TABULATED VALUES BY 1.3 3. FOR LIGHTWEIGHT AGGREGATE CONCRETE MULTIPLY THE TABULATED VALUES BY 1.3. 4. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12 INCHES OF CONCRETE CAST BELOW THE BARS. 5. CASES I AND 2 ARE DEFINED AS FOLLOWS: BEAMS OR COLUMNS: CASE 1: COVER AT LEAST 1.0 DB AND C.C. SPACING AT LEAST 2.0 DB (WHERE DB - BAR DIAMETER). CASE 2: COVER LESS THAN 1.0 DB OR C.C. SPACING LESS THAN 2.0 DB. ALLOTHERS: CASE 1: COVER AT LEAST 1.0 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: 1. MASONRY CONSTRUCTION SHALL CONFORM TO TMS 402-16 AND TH E 2018 INTERNATIONAL BUILDING CODE AS AMENDED BY TH E STATE OF OREGON (2019 OSSC) 2. CONCRETE MASONRY UNITS SHALL COMPLY WITH ASTM C90 WITH A MINIMUM COMPRESSIVE STRENGTH OF 1,900 PSI ON AVERAGE NET AREA. ASSEMBLIES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF F'M=1,500 PSI AS VERIFIED BY PRISM TESTS BEFORE AND DURING CONSTRUCTION 3. MORTAR A MORTAR SHALL BE TYPE 5 PER ASTM C270, AND SHALL CONFORM TO 2018 IBC SECTION 2103. 4. GROUT 0. GROUT SHALL HAVE A MINIMUM 28 DAV COMPRESSIVE STRENGTH OF 2,000 PSI AND SHALL CONFORM TO 2018 IBC SECTION 2103. ALL WALLS SHALL BE FULLY GROUTED UNLESS NOTED OTHERWISE. 5. REINFORCING STEEL 0. REINFORCING STEEL SHALL CONFORM TO 2018 IBC SECTION 2103.4. DEFORMED BARS SHALL BE ASTM A615, GRADE 60. BARSSHALLBE PLACED IN ACCORDANCE WITH 2018 IBC SECTION 2104. B. IAP ALL REINFORCING STEEL IN ACCORDANCE WITH THE MASONRY LAP SPLICE SCHEDULE, UNLESS NOTED OTHERWISE. C. PROVIDE TWO N5 HORIZONTAL BARS IN BOND BEAM AT ALL FLOOR AND ROOF LINES AND AT THE TOP OF WALLS. BOND BEAMS SHALL BE STEPPED AS REQUIRED TO MATCH ROOF SLOPES. D. PROVIDE TWO N5 HORIZONTAL BARS IN BOND BEAM ABOVE AND BELOW ALL OPENINGS, AND EXTEND THESE BARS Tv PAST THE OPENING AT EACH SIDE. PROVIDE ONE BAR MATCHING VERTICAL BAR SIZE FOR THE FULL HEIGHT OF THE WALL AT EACH SIDE OF OPENINGS, WALL ENDS, AND INTERSECTIONS. E. PLACE ALL HORIZONTAL BARS IN BOND BEAM UNITS. WHEN TWO BARS EXIST IN BOND BEAM, STAGGER LAPS 6'-0" MIN. F. PROVIDE DOWELS INTO FOUNDATION TO MATCH SPACING& DIAMETER OF VERTICAL REINFORCING. LAP BARS IN ACCORDANCE WITH THE MASONRY LAP SPLICE SCHEDULE. DOWELS TO BE STRAIGHT AND PLUMB. G. INSTALL VERTICAL REINFORCING WITH BAR POSITIONERS @ V-0" 0.C. MAXIMUM. H. PROVIDE CORNER REINF.BARS EQUAL TO SIM & SPACING OF HORIZ REINF. @ALL CORNERS AND INTERSECTIONS. LAP BARS IN ACCORDANCE WITH THE MASONRY LAP SPLICE SCHEDULE. I. ALL CELLS CONTAINING REINFORCING SHALL BE GROUTED SOLID. MASONRY REINFORCING IAPSPUCE SCHEDULE CONCRETE REINFORCING LAPS PLICESCH ED ULE 2N 31, fc=3,000 psi 39" BAR SIZE TOP BARS OTHER BARS 48" CASE CARE CASE CASE2 43 28 42 22 32 44 37 56 29 43 15 46 47 56 70 84 36 43 54 64 47 81 122 63 94 48 93 139 72 107 49 105 157 81 121 #10 118 177 91 FEE #11 131 196 101 151 1. LAP LENGTHS ARE IN INCHES AND ARE BASED ON GRADE 60 REINFORCING STEEL AND NORMAL WEIGHT CONCRETE. 2. WHERE CLASS A LAP SPLICES ARE NOTED IN THE PIANS OR DETAILS, DIVIDE THE TABULATED VALUES BY 1.3 3. FOR LIGHTWEIGHT AGGREGATE CONCRETE MULTIPLY THE TABULATED VALUES BY 1.3. 4. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12 INCHES OF CONCRETE CAST BELOW THE BARS. 5. CASES I AND 2 ARE DEFINED AS FOLLOWS: BEAMS OR COLUMNS: CASE 1: COVER AT LEAST 1.0 DB AND C.C. SPACING AT LEAST 2.0 DB (WHERE DB - BAR DIAMETER). CASE 2: COVER LESS THAN 1.0 DB OR C.C. SPACING LESS THAN 2.0 DB. ALLOTHERS: CASE 1: COVER AT LEAST 1.0 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: 1. MASONRY CONSTRUCTION SHALL CONFORM TO TMS 402-16 AND TH E 2018 INTERNATIONAL BUILDING CODE AS AMENDED BY TH E STATE OF OREGON (2019 OSSC) 2. CONCRETE MASONRY UNITS SHALL COMPLY WITH ASTM C90 WITH A MINIMUM COMPRESSIVE STRENGTH OF 1,900 PSI ON AVERAGE NET AREA. ASSEMBLIES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF F'M=1,500 PSI AS VERIFIED BY PRISM TESTS BEFORE AND DURING CONSTRUCTION 3. MORTAR A MORTAR SHALL BE TYPE 5 PER ASTM C270, AND SHALL CONFORM TO 2018 IBC SECTION 2103. 4. GROUT 0. GROUT SHALL HAVE A MINIMUM 28 DAV COMPRESSIVE STRENGTH OF 2,000 PSI AND SHALL CONFORM TO 2018 IBC SECTION 2103. ALL WALLS SHALL BE FULLY GROUTED UNLESS NOTED OTHERWISE. 5. REINFORCING STEEL 0. REINFORCING STEEL SHALL CONFORM TO 2018 IBC SECTION 2103.4. DEFORMED BARS SHALL BE ASTM A615, GRADE 60. BARSSHALLBE PLACED IN ACCORDANCE WITH 2018 IBC SECTION 2104. B. IAP ALL REINFORCING STEEL IN ACCORDANCE WITH THE MASONRY LAP SPLICE SCHEDULE, UNLESS NOTED OTHERWISE. C. PROVIDE TWO N5 HORIZONTAL BARS IN BOND BEAM AT ALL FLOOR AND ROOF LINES AND AT THE TOP OF WALLS. BOND BEAMS SHALL BE STEPPED AS REQUIRED TO MATCH ROOF SLOPES. D. PROVIDE TWO N5 HORIZONTAL BARS IN BOND BEAM ABOVE AND BELOW ALL OPENINGS, AND EXTEND THESE BARS Tv PAST THE OPENING AT EACH SIDE. PROVIDE ONE BAR MATCHING VERTICAL BAR SIZE FOR THE FULL HEIGHT OF THE WALL AT EACH SIDE OF OPENINGS, WALL ENDS, AND INTERSECTIONS. E. PLACE ALL HORIZONTAL BARS IN BOND BEAM UNITS. WHEN TWO BARS EXIST IN BOND BEAM, STAGGER LAPS 6'-0" MIN. F. PROVIDE DOWELS INTO FOUNDATION TO MATCH SPACING& DIAMETER OF VERTICAL REINFORCING. LAP BARS IN ACCORDANCE WITH THE MASONRY LAP SPLICE SCHEDULE. DOWELS TO BE STRAIGHT AND PLUMB. G. INSTALL VERTICAL REINFORCING WITH BAR POSITIONERS @ V-0" 0.C. MAXIMUM. H. PROVIDE CORNER REINF.BARS EQUAL TO SIM & SPACING OF HORIZ REINF. @ALL CORNERS AND INTERSECTIONS. LAP BARS IN ACCORDANCE WITH THE MASONRY LAP SPLICE SCHEDULE. I. ALL CELLS CONTAINING REINFORCING SHALL BE GROUTED SOLID. MASONRY REINFORCING IAPSPUCE SCHEDULE MR SIZE MIN. LAP FOR BAR SPACING, 3" MIN. IAP FOR BAR SPACI NG I T' NST 2N 31, # 30 39" #6 #7 36" 42" 47" 55" #8 48" 63" 6. MASONRVWALLS A. PROVIDE THE MINIMUM WALL REINFORCING AS SHOWN BELOW UNLESS NOTED OTHERWISE: WALLTHICKNESS VERTICALBARS HORIZONTAL BARS DOUGLAS FIR -LARCH NO.1 RUNNING BOND STACK BOND RUNNING BOND STACK BOND 6" N5 @ 48" O.C. NST @ 24" O.C. NST @ as" O.C. NST @ 24" O.C. X. N5 @ 32" O.C. NST @ 24" O.C. (2) NST @ 48" O.0 N5 @ 24" O.C. ]. CONTROL JOINTS SHALL BE PLACED IN ALL MASONRY WALLS@ A MAXIMUM SPACING OF 25 FT. O.C. OR AS NOTED ON DRAWINGS (REF. ARCH. DOCUMENTS FOR SPECIFIC LOCATIONS). HORIZONTAL WIRE AND BOND BEAM REINFORCEMENT SHALL BE DISCONTINUOUS @ ALL CONTROL JOINTS. HORIZONTAL BOND BEAM REINFORCEMENT @ LINTEL BEAMS, FLOOR AND ROOF LEVELS SHALL BE CONTINUOUS THROUGH CONTROL JOINTS. TWO N5 VERTICAL BARS SHALL BE PLACED ON EACH SIDE OF WALL CONTROL JOINTS. ADDITIONAL VERTICAL BARS SHALL BE DOWELED TO FOUNDATION. 8. ALL BLOCK CELLS CONTAINING METAL INSERTS, ANCHOR BOLTS, STUD BOLTS, ETC. SHALL BE FILLED WITH GROUT. 9. ALL CELLS FILLED WITH GROUT TO BE MECHANICALLY CONSOLIDATED @ EVERY LIFT. 10. ALL BOLTS IN MASONRY SHALL CONFORM TO ASTM SPECIFICATION A307 U.N.O. AND SHALL BE OF THE SIZE INDICATED ON THE DRAWINGS. 11. LEVEL 2 QUALITY ASSURANCE PROGRAM REQUIRED PER 2018IBC & TMS 602, TABLE 4& 5 UNLESS NOTED OTHERWISE ON DRAWINGS. 12. ADDITIONAL MASONRY ITEMS: A. HEADED SHEARS STUDS AND DEFORMED BAR ANCHORS SHALL BE AN APPROVED NELSON PRODUCT OR APPROVED EQUAL. B. 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 ICBG REPORTS MUST BE SUBMITTED TO THE ENGINEER FOR APPROVAL. C. EPDXY ANCHORS OR DOWELS SHALL BE INSTALLED WITH H ILTI HV200-R, 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) DAYS AFTER CASTING IN MASONRY. COMPOSEEWOODS 1. COMPOSITE WOODS SHALL BE OF THE TYPE AND SIZE AS SHOWN ON THE DRAWINGS. THE MATERIAL TYPE AND GRADE SHALL BE AS SHOWN BELOW: TYPE GRADE BE E= 1,550,000 PSI, FB=2,325 PSI LVL E= 1,901 PSI, FB=2,600 PSI PSL (BEAMS) E= 2,001 PSI, FB=2,900 PSI PSL (COLUMNS) E=1,901 PSI, FB=2,400 PSI 2. COMPOSITE WOOD SYMBOLS: 11 COMPOSITE MEMBER SAWN LUMBER: 1. ALL SAWN LUMBER SHALL CONFORM TO THE WESTERN WOOD PRODUCTS ASSOCIATION OR THE WEST COAST LUMBER INSPECTION BUREAU GRADINGRULES. LUMBER SHALL BE OF THE SPECIES AND GRADE SHOWN BELOW: MEMBER GRADE 2X&4X FRAMING DOUGLAS FIR -LARCH NO.1 5X&GREATER BEAMS DOUGLAS FIR -LARCH NO.1 POSTS/ COLUMNS DOUGLAS FIR -LARCH NO.1 T&G DECKING DOUGLAS FIR -COMMERCIAL DEX 2. ALL LUMBER IN CONTACT WITH THE GROUND, CONCRETE OR CMU SHALL BE PRESSURE TREATED. CONTRACTOR MAV SUBMIT FOR APPROVAL, A MOISTURE BARRIER IN -LIEU OF THE PRESSURE TREATED WOOD. 3. ALL METAL HARDWARE AND FRAMING ACCESSORIES SHALL BE MANUFACTURED BY SIMPSON STRONG -TIE COMPANY OR AN APPROVED EQUAL. SUBSTITUTION OF AN APPROVED EQUAL SHALL NOT BE MADE WITHOUT THE APPROVALOF THE ENGINEER. THE SUBMITTAL SHALL INCLUDE DOCUMENTATION SHOWING THE ALLOWABLE LOADS OF THE SPECIFIED SIMPSON ITEM ALONG WITH TABULATED ALLOWABLE LOADS FOR THE SUBSTITUTED ITEMS. ALL ITEMS SHALL BE INSTALLED PER THE MANUFACTURERS INSTALLATION REQUIREMENTS. ALL NAIL HOLES SHALL BE FILLED WITH THE RECOMMENDED FASTENER UNLESS NOTED OTHERWISE ON THE DRAWINGS. 4. 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 HANGERS AS REQUIRED FOR THE SPECIFIC CONDITIONS AT THE END OF THE MEMBER. MEMBER HANGER 2X & 3X MEMBERS U TYPE HANGERS 4X MEMBERS HU TYPE HANGERS 6X MEMBERS HUTF TYPE HANGERS FJOIST MEMBERS MIT HANGERS GLU-LAM 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 NAILED WITH (3)16D NAILS. 6. HOLES FOR BOLTS SHALL BE DRILLED WITH A BIT OF TH E SAME NOMINAL DIAMETER AS THE BOLT +1/16". ]. ALL BOLTS, CARRIAGE BOLTS, LAG SCREWS, EXPANSION BOLTS AND EPDXY BOLTS SHALL BE INSTALLED WITH STANDARD CUT WASHERS UNDER THE BOLT HEADS AND NUTS THAT BEAR DIRECTLY ON THE WOOD. ALL NUTS SHALL BE TIGHTENED AT THE TIME OF INSTALLATION ANDRE-TIGHTENED IF NECESSARY, DUE TO WOOD SHRINKAGE, PRIOR TO CLOSE -IN OR AT THE COMPLETION OF THE PROJECT. BOLTSAND LAG SCREWS SHALL CONFORM TO ANSI/ASME STANDARD B18.2.1-2012. 8. DRILLING, CUTTING AND NOTCHING OF JOISTS SHALL BE IN CONFORMANCE WITH 201218E 2308.4.2.4 CUTS/ NOTCHES IN THE TOP AND BOTTOM SHALL NOT BE DEEPER THAN ONE-SIXTH THE JOIST DEPTH AND SHALL NOT BE LOCATED IN THE MIDDLE ONE-THIRD OF THE SPAN. HOLES BORED IN JOISTS SHALL NOT BE WITHIN 21NCHES OF THE TOP OR BOTTOM OF JOISTS, AND THE DIAMETER OF ANY SUCH HOLE SHALL NOT EXCEED ONE-THIRD THE JOIST DEPTH. DRILLING, CUTTING AND NOTCHING IN EXCESS OF THESE LIMITS 15 PROHIBITED WITHOUT PRIOR APPROVAL FROM THE ENGINEER. 9. DRILLING/ CUTTING AND NOTCHING OF STUDS SHALL BE IN CONFORMANCE WITH 201218E AND 2308.5.9 AND 2308.5.10 CUTS/ NOTCHES SHALL NOT EXCEED 25%THE WIDTH OF THE STUD. HOLES BORED IN STUDS SHALL NOT EXCEED 40% THE WIDTH OF THE STUD. DRILLING, CUTTING AND NOTCHING IN EXCESS OF THESE LIMITS 15 PROHIBITED WITHOUT PRIOR APPROVAL FROM THE ENGINEER. 10. WOOD SYMBOLS: CONTINUOUS BLOCKING 11. ALL NAILS FOR STRUCTURAL WORK SHALL BE COMMON WIRE NAILS. HOLES SHALL BE PRE -DRILLED WHERE PIECES' SPLITTING. NAILING NOT SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE PER THE NAILING SCHEDULE BELOW: NAILTYPE SHANK DIAMETER MINIMUM PENETRATION - INCHES 6D 0.113 1.13 ED 0.131 1.31 10D 0.148 1.48 16D 0.162 1.62 NAIUNGSCHEDULE A. JOIST SUING ON SILL OR GIRDER (3) ED TOENIALS, EA. SIDE B. BRIDGING TO JOIST DIM TOENAILS, EA SIDE, EA END C. TOP PLATE TO STUD (2)16D D. STUD TO SILL PLATE (2)16D END NAILS OR (4) 8D TOENAILS E. DOUBLE STUDS 16D @ 24" O.C. F. DOUBLE TOP PLATES- BETWEEN SPLICE NAILING 16D @ 16" O.C. G. DOUBLE TOP PLATES- EACH SIDE OF SPLICED PLATE (8)16D H. BLOCKING TO TOP PLATE (3) ED TOENAILS EACH SIDE I. RIM JOIST TO TOP PLATE OR SILL PLATE ED TOENAILS @ 6"0.C. J. CONTINUOUS (2) & (3) PIECE MEMBERS 16D @ 16" O.C. ALONG E0. EDGE K. CEILING JOIST LAPS OVER PARTITIONS (3)16D FACE NAILS L. RAFTER TO TOP PLATE OR SILL PLATE (3) ED TOENAILS EA. SIDE M. BUILT-UP CORNER STUDS 16D @ 24" O.C. N. TONGUE & GROOVE DECKING (2)16D @ EA BEARING O. CROSS BRIDGING (2)10D EA. END WOOD STRUCTURAL PANELS: 1. STRUCTURAL WOOD PANELS SHALL CONFORM TO THE REQUIREMENTS OF ONE OF THE FOLLOWING STANDARDS AND PUBLICATIONS: A. U.S. PRODUCT STANDARD PS I 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 W.S.E. STRUCTURAL ENGINEERS. 2. ROOF PANELS SHALL BE J" APA RATED 40/20, EXPOSURE I SHEATHING, UNLESS NOTED OTHERWISE ON THE DRAWINGS. 3. WALL PANELS SHALL BE26"APA RATED 24/16, EXPOSURE I SHEATHING, UNLESS NOTED OTHERWISE ON THE DRAWINGS. 4. ALL ROOF AND 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. 5. WHEREBLOCKING IS NOT SPECIFICALLY REQUIRED FOR THE ROOF SHEATHING, PLY CLIPS 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 SHALL BE HOT DIPPED OR TUMBLED ONLY. 8. ALL NAILS AT FIRE -TREATED SHEATHING SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED, UNLESS OTHERWISE SPECIFIED BY MANUFACTURER. MANUFACTURED WOOD I -JOISTS/ OPEN WEB JOISTS: 1. IT IS THE CONTRACTORS RESPONSIBILITY TOOBTAIN ENGINEERING FOR THE MANUFACTURED WOOD I -JOISTS/ OPEN WEB JOISTS. THE DESIGN SHALL BE SUBMITTED TO THE ARCHITECT/ ENGINEER FOR APPROVAL. THE)OISTSSHALLBEOFTHESAMESIZEANDWPEASSHOWNONTHE DRAWINGS. THE JOISTS SHALL BE MANUFACTURED IN CONFORMANCE WITH APA EWS STANDARD PRI400, PERFORMANCE STANDARD FOR APA EWS FJOISTS. 2. BRIDGING, BLOCKING,HANGERS AND OTHER ACCESSORIES REQUIRED FOR PROPER INSTALLATION AND FUNCTION OF THE JOISTS 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: ROOF ROOF SNOW LOAD 25 PSF (PLUS ADDED DRIFT SNOW LOADS IF SHOWN ON PLANS) ROOF DEAD LOAD 20 PSF ROOF UPLIFT (WIND, ULT.) REFERENCE WIND PRESSURE TABLE IN"DESIGN CRITERIA" SECTION. 4. JOISTS SHALL BE DESIGNED TO MEET THE FOLLOWING DEFLECTION CRITERIA: LOADING DEFLECTION LIMIT ROOFLMELOAD L/360 ROOF TOTAL LOAD 4/240 5. CONTRACTOR SHALL VERIFY ALL WEIGHTS AND LOCATIONS OF LOADS DUE TO ROOF TOP MECHANICAL EQUIPMENT, PIPING, ELECTRICAL UNITS, AND OTHER ADDITIONAL LOADS PRIOR TO JOIST FABRICATION. 6. DO NOT DRILL OR NOTCH JOIST MEMBERS WITHOUT WRITTEN APPROVAL OF THE JOIST MANUFACTURER AND TH EIR ENGINEER. ]. THE CONTRACTOR/ JOIST MANUFACTURE SHALL PROVIDE SHOP DRAWING WITH TH E FOLLOWING INFORMATION: A JOIST LAYOUT, SIM, SPACING, AND GRADE OF ALL MEMBERS ALONG WITH ANY DETAILING REQUIRED FOR THE TRUSS CONNECTIONS OR CONNECTIONS TO THE SUPPORTING STRUCTURE. B. SUPPORTING CALCULATIONS FOR THE TRUSS SHOP DRAWINGS. BOTH THE SHOP DRAWINGS AND THE CALCULATIONS SHALL BEAR THE SEALOF AN ENGINEER REGISTERED IN THE STATE OF OREGON. 8. WHERE JOIST HANGERS ARE REQUIRED BUT NOT SPECIFICALLY IDENTIFIED ON THE DRAWINGS, IUS TYPE HANGERS SHALL BE USED AT FACE MOUNT CONDITIONS AND ITS TYPE HANGERS AT TOP FLANGE ONLY CONDITIONS. 9. IF ANOTHER I -JOIST/ OPEN WEB JOIST PRODUCT 15 TO BE SUBSTITUTED, THE SUBSTITUTED PRODUCE MUST BE EQUAL OR BETTER IN STRENGTH, STIFFNESS, AND PERFORMANCE AS THE PRODUCT SPECIFIED FOR TH 15 PROJECT. THE SUPPLIER SHALL BE RESPONSIBLE FOR THE STRUCTURAL PLANS OR DETAILS DUE TO THE SUBSTITUTION OF THEIR PRODUCT. 10. ALTERNATIVE PRODUCTS AND DESIGN MUST BE APPROVED BY TH E STRUCTURAL ENGINEER OF RECORD PRIOR TO BID 11. I -JOIST SYMBOLS: 1401ST 1401ST ELEVATION DRAWING INDEX 50.01 GENERAL STRUCTURAL NOTES & DRAWING INDEX 50.02 SPECIAL INSPECTION TABLES 52.01 FOUNDATION PLAN 52.21 ROOF FRAMING PLAN 55.01 STRUCTURAL DETAILS: FOUNDATION 56.01 STRUCTURAL DETAILS: FRAMING ANCHORED MASONRY OR STONE VENEER: 1. VENEER SHALL HAVE A MINIMUM WIDTH OF 2-5/8" AND NOT EXCEED W PSF INSTALLED WEIGHT. 2. PROVIDE 1" MINIMUM AND II,/2" MAXIMUM AIR SPACE BETWEEN INSIDE FACE OF VENEER AND OUTSIDE FACE OF SUBSTRATE (MASONRY CONCRETE OR SHEATHING ON STUD WALL FRAMING) IF CORRUGATED SHEET METAL ANCHORS ARE USED 1" MAXIMUM AIR SPACE IS ALLOWED. 3. MASONRY VENEER SHALL BE ANCHORED DIRECTLY TO WALL STUDS COLUMNS CONCRETE WALLS MASONRY WALLS OR OTHER STRUCTURAL ELEMENTS PER TMS 402-16, SECTION 12.2 AND 2018 IBC, SECTION 1404.6 MASONRY VENEE R A NC H OR TA BLE V) ANCHOR SPACING (SEE NOTE 9) M OIVERTICAIL MA% g M"WARLSURFACE SDBSTRATE TYPE OF ANCHOR AREA LEVI-1 0 0,11 HORQON HELL MASONRY WIRE, ADOISTABIS, OR 10 -NT RCI NC 267-1201 25" 32" CONCRETE AGIUSTARLC 267-(2.0) 25" 32" STCELSTUD AGIUSTABLC 267-1201 25" 32" I MASONRY VENEER ANCHOR TABLE NOTES: 1. WH EN ANCHORED VENEER 15 LAID IN OTH ER THAN RUNNING BOND, VENEERS SHALL HAVE JOINT REINF. OF AT LEAST ONE WE. 7 W IRE AT 18" O.0 MAX. VERTICALLY. 2. AROUND OPENINGS LARGER THAN 16" IN EITH ER DIRECTION, ANCHORS SHALL BE WITHIN 12" OF OPENING AND SPACED AT 3" O.C. MAX. 3. ALL ANCHORS AND FASTENERS TO BE CORROSION -RESISTANT. 4. EMBED ANCHORS INTO MORTAR OR GROUT A MINIMUM OF 1-1/2" WITH AT LEAST J" MORTAR OR GROUT COVER TOO OUTSIDE FACE 5. WIRE ANCHORS SHALL BE A LEAST W1.](9 GAUGE) AND HAVE ENDS BENT TO FORM AN EXTENSION FROM THE BEND AT LEAST 2" LONG. 6. ADJUSTABLE ANCHORS SHALL CONSIST OF SH EET METAL AND WIRE COMPONENTS AND DETAILED TO PREVENT DISENGAGEMENT. 7. IN SEISMIC OCCUPANCY CATEGORIES III AND IVANCHORS SHALL BE MECHANICALLY ATTACHED WITH CLIPS OR HOOKS TO JOINT REINF. OF AT LEAST WE. 7 W IRE AT 18" O.C. VERTICALLY. 8. SPACING LISTED 15 MAXIMUM ALLOWED PER EACH DIRECTION. MAXIMUM WALL SURFACE AREA MUST STILL BE MET EXAMPLE: MAXIMUM WALL SURFACE AREA 152.6]![.2 AND HORIZONTAL SPACING 1532"OTC MAXIMUM VERTICAL SPACING = (2.6] R.2)(144 in2/ft2) / 32" =12" O.C.). LU N N N W 0 U ON Ln V) c Um g W coN = Q m U� C I 3 Q W -LKER STRUCTURAL ENGINEERING R C. 2863 N.W. CROSSING DRIVE, SUITE 201 BEND, Oregon 97703 TEL. (541) 330-6869 www.walkerse.com a- J 0 0 U 2 (j UD N J LU m J 0 0 O J r\ m Z I ry Q c~ O W Z <J Z L \ W LuLu L = Z W N Uz_ LJJ N a - V) 170 V) C O a- U O Z Project Number 21 170 Date AUGUST 13, 2021 Drawn By GAT Checked By CED GENERAL STRUCTURAL NOTES & DRAWING INDEX S0.01 SPECIAL INSPECTIONS: 1. THE ITEMS NOTED SHALL BE INSPECTED IN ACCORDANCEWITH 20181BC/2019055C CHAPTER 17 BY A CERTIFIED SPECIALINSPECTION FROM AN ESFABLLSHEDTESFING AGENCY. FOR MATERIAL SAMPLING AND TESTING REQUIREMENTS, REFER TO THE MATERIAL SAMPLING AND TESTING SECTION, THE PROJECT SPECIFICATIONS, AND THE SPECIFIC GENERAL NOTES SECTIONS. THE TESTING AGENCY SHALL SEND COPIES OF ALL STRUCTURAL TESTING AND INSPECTION REPORTS DIRECTLY TO THE ARCHITECT, ENGINEER, CONTRACTOR, AND BUILDING OFFICIAL. ANY MATERIALS WHICH FAIL TO MEET THE PROJECT SPECIFICATIONS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ENGINEER. 2. SPECIAL INSPECTION TESTING REQUIREMENTS APPLY EQUALLY TO ALL BIDDER DESIGNED COMPONENTS. SPECIAL INSPECTION 15 NOT REQUIRED FOR WORK PERFORMED BY AN APPROVED FABRICATOR PER 20181BC/2019 OSSC SECTION 1704.2.5.1. 3. CONTINUOUS SPECIAL INSPECTION MEANS THAT TH E SPECIAL INSPECTOR 15 ON SITE AT ALL TIMES OBSERVING THE WORK REQUIRING SPECIAL INSPECTION PER 20181BC/2019 OSSC 1702, PERIODIC SPECIAL INSPECTION MEANS THAT THE SPECIAL INSPECTOR 15 ON SITE AT TIME INTERVALS NECESSARY TO CONFIRM THAT ALL WORK REQUIRING SPECIAL INSPECTION 15 IN COMPLIANCE. 4. THE CONTRACTOR 15 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 SHALL CONFORM TO SECTION 1705 OF THE 20181BC/2039 OSSC, CONTRACT DOCUMENTS AND APPROVED SUBMITTALS. REFER TO SPECIAL INSPECTION AND TESTING TABLES FOR PROJECT REQUIREMENTS. 2. SPECIAL INSPECTIONS AND ASSOCIATEDTESTING SHALL BE PERFORMED BY AN APPROVED ACCREDITED INDEPENDENT AGENCY MEETING THE REQUIREMENTS OF ASTM E329(WTERIAES). THE INSPECTION AND TESTING AGENCY SHALL FURNISH TO THE STRUCTURAL ENGINEER ARCHITECT ACOPY OF THEIR SCOPE OF ACCREDITATION. SPECIAL I INSPECTORS SHALL BE APPROVED BY THE BUILDING OFFICIAL. WELDING INSPECTORSSHALL BE QUALIFIED PER SECTION 6.1.4.1111 OF AWS DI.1. 3. THE SPECIAL INSPECTOR SHALLOBSERVE THE INDICATED WORK FOR COMPLIANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. ALL DISCREPANCIESSHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION AND NOTED IN THE INSPECTION REPORTS. 4. THE SPECIAL INSPECTOR AND GEOTECHNICAL ENGI NEER SHALL FURNISH I INSPECTION REPORTS FOR EACH INSPECTION TO THE BUILDING OFFICIAL, STRUCTURAL ENGINEER, ARCHITECT, CONTRACTOR, AND OWNER. THE SPECIAL INSPECTION AGENCY SHALLSUBMIT A FINAL REPORT STATING THAT THE WORK REQUIRING SPECIAL INSPECTION WAS INSPECTED AND IS IN CONFORMANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS AND THAT ALL DISCREPANCIES NOTED IN THE INSPECTION REPORTS HAVE BEEN CORRECTED. 5. QUALITY ASSURANCE IS RE URIED FOR STRUCTURAL STEEL ITEMS PER AISC 3M AND ME UNLESS SPECIFICALLY NOTED OTHERWISE. QUALITY CONTROL C TO BE PROVIDED BY THE FABRICATOR 4 IMI Q Q AI 1 ERECTOR OR OTHER RESPONSIBLE CONTRACTOR ASAPPLICABLE. CONTRACTOR AND SPECIAL INSPECTOR TO DOCUMENT QUALITY CONTROL AS REQUIRED IN AISC 3M SECTION N3 AND AISC 341 SECTION 2. fi. BEING PERF TYPES: CONTINUOUS: THE FULL-TIME OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO ISPRESENT H THE AREAWHERETHEWORKIS BEING PERFORMED. PERIODIC: THE PART-TIME OR INTERMITTENT OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK HAS BEEN OR IS BEING PERFORMED AND AT THE COMPLETION OF THE WORK. OBSERVE: ACC PTANCEOBSERVE OF THE FUNCTIONS ON A RANDOM DAILY BASIS. OPERATIONS NEED NOT BE DELAYED PENDING OBSERVATIONS. PERFORM: INSPECTIONS SHALL BE PERFORMED PRIOR TO THE FINAL ACCEPTANCE OF THE ITEM. T. PERFORM INSPECTION SKILLS AND TO VERT EPTANCETEMS, ITEMHPERFORM N DESIGNATION TI BE MADE BTASKSHGIVEN L BE RED WITHOOBSERVE, DEMONSTRATING HALL PERFORM THIS REQUIREMENTSSHOULDTHE PRIOR TO OF FOR THE UNDERSTAND POSSESSION ET SKILLS AND TOOLS TO VERIFY THESE ITEMS, THE PERFORM NCE OF OF THIS TASK SHALL BE REDUCED D OBSERVE, ERFO AND THE WELDER SHALL PERFORM THIS TASK. SHOULD THE INSPECTOR DETERMINE THAT THE WELDER HAS DISCONTINUED PERFORMANCEEKS THIS TASK, THE TASKSHALL BE RETURNED TO PERFORM UNTIL SUCH TIME As THE INSPECTOR HARE -ESTABLISHED ADEQUATE ASSURANCE THAT THE WELDER WILL PERFORM THE ANCHORS HALL BEI TASKS LISTED. B. SPECIALINSPECTIONOF MECHANICAL POST INSTALLED REQUIREMENTS.. QUIRENTS..I SPEC IONR REPORTS EWITH NTIFY NEICC REPORTACDMACUCLALINSPECT RSHATION PROVIDE DOCUMENTATION INSTALLER$ SHALL HQUALIFIEDAIREQUIREDBY JURISDICTIONHORS EE INSPECTED ECTIONREPORTS SHALL IDENTIFYNAMEROF INSTALLERS..SPECIAL INSPECTOR SHALL PROVIDE DOCUMENTATION AT THE END OF ANCHOR INSTALLATIONS STATING THAT THE ANCHORS WERE INSPECTED PER APPROVED ANCHOR EVALUATION REPORT. 9. TESTING ABBREVIATIONS. CDT. NON-DESTRUCTIVE JOINT TESTING C.J.P. -COMPLETE JOINT PENETRATION RE - MAGNETIC PARTICLE TESTING REDUCED BEAM SECTION 30. DOCUMENTT (D): INDICATES CONTRACTOR AND SPECIAL INSPECTOR TO PROVIDE DOCUMENTATION IN ACCORDANCE WITH AISC 341. GENERAL -SPECIAL INSPECTIONS SYSTEM OR MATERIAL REQUIRED FOR QUALITY CODEOR FREQUENCY (NOTE 6) STANDARD SYSTEM OR MATERIAL CODE STANDARD QUYUT REMARKS N REFERENCE REFERENCE MINIMUM VERIFICATION UNIT STRENGTH METHOD -MASONRY UNIT QUALITY QUALITY � 3 CONTINUOUS CONTINUOUS PERIODIC ASSURANC SOILS VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE DRIVE, SUITE 201 BEND, ASSPECIFIED. AAC MASONRY UNITSTO CONFORM TO ASTM ANCE SPECIAL INSPECTION IS REQUIRED FOR STRUCTURAL ELEVEL 3 ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY MORTAR SHALL COMPLY WITH ASTM C270. FOR AAC (ASTM LEVEL I LOAD-BEARING MEMBERS AND ASSEMBLIES C1660) VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND X HAVE REACHED PROPER MATERIAL FABRICATED ON THE PREMISES OF A FABRICATOR'S FABRICATORS 1705.10 PLACED BY THE GEOTECHNICAL ENGINEER OR QUALIFIED SPECIAL PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL SHOP, SPECIAL INSPECTIONS SHALL BE PERFORMED X 1704.2.5 1705.6 REPORT SPECIAL INSPECTOR DURING FABRICATION. PERFORMING SPECIAL INSPECTOR VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT EXCEPT WHERE SPECIFICALLY EXEMPTED BY THE CODE. THICKNESSES DURING PLACEMENTAND COMPACTION OF INSPECTIONS IS NOT REQUIRED, WHERE FABRICATOR 1705.6 X IBC 1705.4, TMS 6021.4 8.2.3,1.4 B.4, ASTM DURING CONSTRUCTION, VERIFICATION OF SLUMP FLOW COMPACTED FILL HAS BEEN APPROVED AS AN APPROVED FABRICATOR, WIDTH AND HEIGHT DIMENSIONS OF THE PRISM AND TEST GREATER '0 0!� Na - AN D VISUAL STABILITY IN DEX(VSI)WHEN PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE PER SECTION 1704.2.5.1. X AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY Es0w02 SELF -CONSOLIDATING GROUT IS DELIVERED TO THE PROJECT 1705.3.2 1903.1 SPECIAL INSPECTION REQUIREMENTS FOR DEFERRED CLASSIFICATION TESTING PRISMS FROM CONSTRUCTED MASONRY ASTM C1532 BY THE GEOTECHNICAL ENGINEER OR QUALIFIED MATERIAL VERIFICATION SUBMITTAL ITEMS, INCLUDING REQUIREMENTS FOR DEFERRED SUBMITTALS 2. INSPECT SINGLE -PASS FILLET WELDS, MAXIMUM 5/16" FILLET X SPECIAL INSPECTOR X DESIGNATED SEISMIC SYSTEMS IN ACCORDANCE WITH CONTROLLED 3. ALL OTHER REINFORCING STEEL WELDING, X FOR EVERY 50005Q FT. NR IBC SECTION 1705.12.41E APPLICABLE, TO BE SPECIFIED FILL MATERIALS ART 1.48 DURING CONSTRUCTION, VERIFICATION OF PROPORTIONS ALL CAST -IN-PLACE ANCHORS/BOLTS SHALL BE BY THE SYSTEM ENGINEER AND INCLUDED WITH REFERENCE SPECIFICATIONS OF MATERIALS AS DELIVERED TO THE PROJECT SITE FOR "1705.6 DEFERRED SUBMITTAL DOCUMENTS. FOR PERFORMANCE ACI 318: 17.8.2 TEST ELEMENTS 1705.7" NR CERTIFICATES OF COMPLIANCE, REPORTS OF SUBMITTALS TO THE BUILDING OFFICIAL 1704.5 GROUT, AND GROUT OTHER THAN SELF -CONSOLIDATING X PRE -CONSTRUCTION TESTS, OR REPORTS OF MATERIAL REQUIREMENTS CONCRETE HEADED STUDS DBA'S ETC. PROPERTIES SHALL BE SUBMITTED TO THE BUILDING "1904.1 NOTE: R=REQUIRED, NR=N OT REQUIRED (SEE NOTE 6) OFFICIAL. POST INSTALLED ADHESIVE ANCHORS WITH SUSTAINED TENSION ACI 318: CH. 19, X LOADS INSTALLED HORIZONTALLY OR AT AN UPWARD INCLINE IN 26A.3, 26.4.4 X MASONRY MINIMUM SPECIAL INSPECTION REQUIREMENTS HARDENED CONCRETE AND COMPLETED MASONRY FREQUENCY CODE REFERENCE POST INSTALLED MECHANICAL ANCHORS AND ADHESIVE "ASTM C172 ANCHORS (EXCLUDING CONDITIONS NOTED ABOVE) IN TMS INSPECTION TASK Y X QUALITY HARDENED CONCRETE AND COMPLETED MASONRY 602-I6 REMARKS ASSUR ASSURANC WIND RESISTING COMPONENTS -SPECIAL INSPECTIONS ROOF COVERING, ROOF DECK AN D ROOF FRAMING CON NECTIONS 1705.11.3 26.12" X ELEVEL 2 EXTERIOR WALL COVERING AND WALL CONNECTIONS TO ROOF 1705.11.3 (5-26) ACI 318: 26.5, X LEVELI AND FLOOR DIAPHRAGMS AND FRAMING CONCRETE/SHOTCRETE PLACEMENT, NON -SHRINK GROUT 1908.7, 26.13.3.2(a) X 1. AS MASONRY CONSTRUCTION BEGINS, VERIFY THAT THE SOILS/GEOTECHNICAL- SPECIAL INSPECTIONS SYSTEM OR MATERIAL REQUIRED FOR QUALITY CODEOR FREQUENCY (NOTE 6) STANDARD SYSTEM OR MATERIAL CODE STANDARDS QUYUT REMARKS N REFERENCE REFERENCE MINIMUM VERIFICATION UNIT STRENGTH METHOD -MASONRY UNIT QUALITY QUALITY � 3 CONTINUOUS CONTINUOUS PERIODIC ASSURANC SOILS VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE DRIVE, SUITE 201 BEND, ASSPECIFIED. AAC MASONRY UNITSTO CONFORM TO ASTM ANCE X ELEVEL 3 ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY MORTAR SHALL COMPLY WITH ASTM C270. FOR AAC (ASTM LEVEL I IBC 1705.4, TMS 602 2.1, ASTM C270 C1660) VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND X HAVE REACHED PROPER MATERIAL FILL IN-PLACE DENSITY OR PREPARED SUBGRADE DENSITY GEOTECHNICAL MINIMUM PER PLACED BY THE GEOTECHNICAL ENGINEER OR QUALIFIED SPECIAL PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL IBC 1705.4, TMS 602 2.2, ASTM 0476 X MATERIALS 1705.6 REPORT SPECIAL INSPECTOR R INSPECTOR VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT EXCEPT WHERE SPECIFICALLY EXEMPTED BY THE CODE. THICKNESSES DURING PLACEMENTAND COMPACTION OF <J 1705.6 X IBC 1705.4, TMS 6021.4 8.2.3,1.4 B.4, ASTM DURING CONSTRUCTION, VERIFICATION OF SLUMP FLOW COMPACTED FILL C1314 WIDTH AND HEIGHT DIMENSIONS OF THE PRISM AND TEST GREATER '0 0!� Na - AN D VISUAL STABILITY IN DEX(VSI)WHEN PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE R X AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY Es0w02 SELF -CONSOLIDATING GROUT IS DELIVERED TO THE PROJECT 1705.3.2 1903.1 IBC 1705.4, TMS 6021.4 B 4.a, 1.4 B 4.1b, 1.4 B 4.<, CLASSIFICATION SOI IS/GEOTECH N ICAL - TESTING SYSTEM OR MATERIAL REQUIRED FOR QUALITY CODEOR FREQUENCY (NOTE 6) STANDARD SYSTEM OR MATERIAL CODE REFERENCE STANDARD QUYUT REMARKS N CONCRETE MASONRY UNIT MATERIALS TO CONFORM TO ASTM REFERENCE MINIMUM VERIFICATION UNIT STRENGTH METHOD -MASONRY UNIT QUALITY QUALITY � 3 CONTINUOUS PERIODIC ASSUR ASSURANC ASSURANC VARIES; DRIVE, SUITE 201 BEND, ASSPECIFIED. AAC MASONRY UNITSTO CONFORM TO ASTM ANCE ELEVEL 2 ELEVEL 3 GEOTECHNICAL MORTAR SHALL COMPLY WITH ASTM C270. FOR AAC (ASTM LEVEL I IBC 1705.4, TMS 602 2.1, ASTM C270 C1660) REPORT OR PRIOR TO CONSTRUCTION, VERIFICATION OF COMPLIANCE R FILL IN-PLACE DENSITY OR PREPARED SUBGRADE DENSITY R MINIMUM PER PLACED X BY THE GEOTECHNICAL ENGINEER OR QUALIFIED IBC 1705.4, TMS 602 2.2, ASTM 0476 IN ACCORDANCE WITH ASTM C1019. DO NOT USE APPENDIX J r\ PRIOR TO CONSTRUCTION VERIFICATION OF fm AND fAAC, SPECIAL INSPECTOR R R 1107.5, EXCEPT WHERE SPECIFICALLY EXEMPTED BY THE CODE. PROTECTION, SPACING ANDTOLERANCE LIMITS. <J 1705.6 WHICHEVER IS IBC 1705.4, TMS 6021.4 8.2.3,1.4 B.4, ASTM DURING CONSTRUCTION, VERIFICATION OF SLUMP FLOW PRISM TEST METHOD C1314 WIDTH AND HEIGHT DIMENSIONS OF THE PRISM AND TEST GREATER '0 0!� Na - AN D VISUAL STABILITY IN DEX(VSI)WHEN NR R VARIES; ART. 1.5&1.6.3 Es0w02 SELF -CONSOLIDATING GROUT IS DELIVERED TO THE PROJECT 1705.3.2 1903.1 IBC 1705.4, TMS 6021.4 B 4.a, 1.4 B 4.1b, 1.4 B 4.<, CLASSIFICATION TESTING PRISMS FROM CONSTRUCTED MASONRY ASTM C1532 BY THE GEOTECHNICAL ENGINEER OR QUALIFIED MATERIAL VERIFICATION AND TESTING OF 2. INSPECT SINGLE -PASS FILLET WELDS, MAXIMUM 5/16" FILLET X SPECIAL INSPECTOR X CONTROLLED 3. ALL OTHER REINFORCING STEEL WELDING, X FOR EVERY 50005Q FT. NR NR FILL MATERIALS ART 1.48 DURING CONSTRUCTION, VERIFICATION OF PROPORTIONS ALL CAST -IN-PLACE ANCHORS/BOLTS SHALL BE REFERENCE SPECIFICATIONS OF MATERIALS AS DELIVERED TO THE PROJECT SITE FOR "1705.6 INSPECT AN CHORS/BOLTS CAST IN CONCRETE FOR PERFORMANCE ACI 318: 17.8.2 TEST ELEMENTS 1705.7" NR VARIFICATION AND PROOF BY THE GEOTECHNICAL ENGINEER ART 1.4B GROUT, AND GROUT OTHER THAN SELF -CONSOLIDATING LOAD TESTING REQUIREMENTS CONCRETE HEADED STUDS DBA'S ETC. MASONRY MINIMUM VERIFICATION REQUIREMENTS SYSTEM OR MATERIAL REQUIRED FOR QUALITY CODE REFERENCE FREQUENCY (NOTE 6) STANDARD ASSURANCE LEVEL CODE REFERENCE STANDARD QUYUT REMARKS N CONCRETE MASONRY UNIT MATERIALS TO CONFORM TO ASTM REFERENCE MINIMUM VERIFICATION UNIT STRENGTH METHOD -MASONRY UNIT QUALITY QUALITY � 3 REMARKS SHALE MASONRY UNITS TO CONFORM TO ASTM C34, C56, C62, ASSUR ASSURANC ASSURANC TMS 602-16 Table 3(S-25( DRIVE, SUITE 201 BEND, ASSPECIFIED. AAC MASONRY UNITSTO CONFORM TO ASTM ANCE ELEVEL 2 ELEVEL 3 ACI 318: 26.13 MORTAR SHALL COMPLY WITH ASTM C270. FOR AAC (ASTM LEVEL I IBC 1705.4, TMS 602 2.1, ASTM C270 C1660) FABRICATE SPECIMENS AT TIME FRESH CONCRETE IS PRIOR TO CONSTRUCTION, VERIFICATION OF COMPLIANCE R R R ART. 1.5 PLACED OF SUBMITTALS. UN IT STRENGTH METHOD -COMPRESSIVE STRENGTH OF GROUT IBC 1705.4, TMS 602 2.2, ASTM 0476 IN ACCORDANCE WITH ASTM C1019. DO NOT USE 25.2,25.3, J r\ PRIOR TO CONSTRUCTION VERIFICATION OF fm AND fAAC, NR R R ART. 1.4B EXCEPT WHERE SPECIFICALLY EXEMPTED BY THE CODE. PROTECTION, SPACING ANDTOLERANCE LIMITS. <J FOR BOTH CLAY AND CONCRETE MASONRV,TEST IN 26.13.3.3" IBC 1705.4, TMS 6021.4 8.2.3,1.4 B.4, ASTM DURING CONSTRUCTION, VERIFICATION OF SLUMP FLOW PRISM TEST METHOD C1314 WIDTH AND HEIGHT DIMENSIONS OF THE PRISM AND TEST 0- LU '0 0!� Na - AN D VISUAL STABILITY IN DEX(VSI)WHEN NR R R ART. 1.5&1.6.3 Es0w02 SELF -CONSOLIDATING GROUT IS DELIVERED TO THE PROJECT 1705.3.2 1903.1 IBC 1705.4, TMS 6021.4 B 4.a, 1.4 B 4.1b, 1.4 B 4.<, FEET OF WALL AREA IN QUESTION, SAW -CUT A MINIMUM OF TESTING PRISMS FROM CONSTRUCTED MASONRY ASTM C1532 SITE. REMOVE, AND TRANSPORT PRISMS PER ASTM C1532/CI532M. 2. INSPECT SINGLE -PASS FILLET WELDS, MAXIMUM 5/16" FILLET 1903.2" DURING CONSTRUCTION, VERIFICATION OF fm AN D fAAC X 3. ALL OTHER REINFORCING STEEL WELDING, X FOR EVERY 50005Q FT. NR NR R ART 1.48 DURING CONSTRUCTION, VERIFICATION OF PROPORTIONS ALL CAST -IN-PLACE ANCHORS/BOLTS SHALL BE OF MATERIALS AS DELIVERED TO THE PROJECT SITE FOR VISUALLY INSPECTED. REFERENCE STEEL INSPECTIONS INSPECT AN CHORS/BOLTS CAST IN CONCRETE - ACI 318: 17.8.2 X PREMIXED OR PREBLENDED MORTAR, PRESTRESSING NR NR R ART 1.4B GROUT, AND GROUT OTHER THAN SELF -CONSOLIDATING WELDING INSPECTIONS OF STEEL ITEMS EMBEDDED IN GROUT. CONCRETE HEADED STUDS DBA'S ETC. "1904.1 NOTE: R=REQUIRED, NR=N OT REQUIRED (SEE NOTE 6) VERIFYING USE OF REQUIRED MIX DESIGN(S) 1904.2 ACI 318: CH. 19, X 1908.2 26A.3, 26.4.4 MASONRY MINIMUM SPECIAL INSPECTION REQUIREMENTS 1908.3" FREQUENCY CODE REFERENCE QUAUT "ASTM C172 TMS INSPECTION TASK Y QUALITY QUALITY 602-I6 REMARKS ASSUR ASSURANC ASSURANC TMS 402-I6 Tabk4 26.12" ANCE ELEVEL 2 ELEVEL 3 (5-26) ACI 318: 26.5, LEVELI CONCRETE/SHOTCRETE PLACEMENT, NON -SHRINK GROUT 1908.7, 26.13.3.2(a) X 1. AS MASONRY CONSTRUCTION BEGINS, VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE: 1908.8 CONCRETE/SHOTCRETE CURING ART. ACI 318: 26.5.3-X A. PROPORTIONS OF SITE -PREPARED MORTAR NR P p 2.1,2.6 TEMPERATURES AND TECHNIQUES „ ACI 318: A, & 2.6 SPECIAL INSPECTIONS APPLY TO SHAPE, LOCATION AND VERIFICATION OF FORMWORK 261 C DIMENSIONS OFTHE CONCRETE MEMBER BEING B. GRADE AND SIZE OF PRESTRESSING TENDONS AND NR P P ART. 2.4 ANCHORAGES ALL NON-STRUCTURAL EMBEDDED ITEMS, SUCH AS B&2.4 CONDUITS, PIPES AND SLEEVES, SHALL BE REVIEWED EMBEDDED ITEMS IN CONCRETE H C. GRADE, TYPE, AND S1ZE OF REINFORCEMENT AND X FOR CONFORMANCE WITH STRUCTURAL DOCUMENTS ART 3.4 ANCHOR BOLTS, AN D PRESTRESSING TEN DONS AN D NR P P &3.6A ANCHORAGES D. PRESTRESSING TECHNIQUE NR P p ART. 3.6 B CONTINUOUS INSPECTION REQUIRED FOR THE E. PROPERTIES OF THIN -BED MORTAR FOR AAC MASONRY NR C/P C ART. 2.1 FIRST 5000 SQUARE FEET OF AAC MASONRY, CA PERIODIC INSPECTION AFTER THE FIRST 5000 SQUARE FEET OF AAC MASONRY F. SAMPLE PANEL CONSTRUCTION NR P C ART. 1.6 D 2. PRIOR TO GROUTING, VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE: ART. 3.2 A. GROUTSPACE NR P C D&3.2 F B. PLACEMENT OF PRESTRESSING TENDONS AND NR P P SEC. 10.8&10.9 ART. 2.4 ANCHORAGES & 3.6 C. PLACEMENT OF REINFORCEMENT, CONNECTORS, AND SEC. 6.1, 6.3.1, 6.3.6 ART. 3.2 REFERENCE THE GENERAL TABLE FOR SPECIAL ANCHOR BOLTS NR P C &6.3.7 E & 3.4 INSPECTION REQUIRED FOR POST INSTALLED ANCHORS INTO COMPLETED MASONRY. D. PROPORTIONS OF SITE -PREPARED GROUT AND NR P P ART. 2.6 B&2.4 PRESTRESSING GROUT FOR BONDED TENDONS G.I.b 3. VERIFY COMPLIANCE OF THE FOLLOWING DURING CONSTRUCTION: A. MATERIALS AND PROCEDURES WITH THE APPROVED NR P P ART. 1.5 SUBMITTALS B. PLACEMENT OF MASONRY UNITS AND MORTAR JOINT NR P P ART. 3.3 CONSTRUCTION B C. SIZE AND LOCATION OF STRUCTURAL MEMBERS NR P P ART. 3.3 F D. TYPE, S1ZE AND LOCATION OF ANCHORS, INCLUDING OTHER DETAILS OF ANCHORAGE OF MASONRY TO NR p C SEC. 1.2.1(e), 6.2.1 & STRUCTURAL MEMBERS, FRAMES, OR OTHER 6.3.1 CONSTRUCTION E. WELDING OF REINFORCEMENT NR C C SEC. 6.1.6.1.2 F. PREPARATION, CONSTRUCTION, AND PROTECTION OF ART. 1.8 MASONRY DURING COLD WEATHER (TEMPERATURE BELOW NR P P C & 1.8 40 F) OR HOT W FATHER (TEMPERATURE ABOVE 90 F) D G. APPLICATION AND MEASUREMENT OF PRESTRESSING NR C C ART. 3.6 FORCE B H. PLACEMENT OF GROUT AND PRESTRESSING GROUT FOR NR C C ART. 3.5 BONDED TENDONS IS IN COMPLIANCE &3.6C ART. 3.3 CONTINUOUS INSPECTION REQUIRED FOR THE I. PLACEMENT OF AAC MASONRY UNITS AND NR C/P C 89& FIRST 5000 SQUARE FEET OF AAC MASONRY, CONSTRUCTION OF THIN -BED MORTAR JOINTS 3.3 F.1.b PERIODIC INSPECTION AFTER THE FIRST 5000 SQUARE FEET OF AAC MASONRY ART. 1.4 B.2.a.3, 1.4 4. OBSERVE PREPARATION OF GROUT SPECIMENS, MORTAR B.2.1b.3, SPECIMENS, AND/OR PRISMS NR P C 1.4 B.2.C3, 1.4 B.3 & 1.4 B.4 MASONRY- REQUIRED TESTI NG SYSTEM OR MATERIAL IBC CODE REFERENCE OR REFERENCED REMARKS FREQUENCY (NOTE 6) STANDARD SYSTEM OR MATERIAL CODE REFERENCE STANDARD CONCRETE MASONRY (ASTM C90) REMARKS N CONCRETE MASONRY UNIT MATERIALS TO CONFORM TO ASTM REFERENCE C55, C73, C90, C129, C744, OR C1634 AS SPECIFIED. CLAY UNIT STRENGTH METHOD -MASONRY UNIT IBC 1705.4, TMS 6021.4.B, TMS 602.2.3, TMS 602 MASONRY (ASTM C62, ASTM C216, OR ASTM C652), CLAY OR � 3 2.3 E, ASTM REFERENCES PER REMARKS SHALE MASONRY UNITS TO CONFORM TO ASTM C34, C56, C62, "1705.3 W -LKER C126, C212, C216, C652, C1088, OR C1405 OR TO ANSI A 137.1 2863 N.W. CROSSING DRIVE, SUITE 201 BEND, ASSPECIFIED. AAC MASONRY UNITSTO CONFORM TO ASTM SPECIAL INSPECTIONS OF CONCRETE SHALL CONFORM GENERAL C1691 AND ASTM C1693. ACI 318: 26.13 MORTAR SHALL COMPLY WITH ASTM C270. FOR AAC (ASTM UNIT STRENGTH METHOD -COMPRESSIVE STRENGTH OF MORTAR IBC 1705.4, TMS 602 2.1, ASTM C270 C1660) FABRICATE SPECIMENS AT TIME FRESH CONCRETE IS GROUT SHALL COMPLY WITH ASTM 0476. WHEN f m EXCEEDS AND SECTION 26.13 OF ACI 318. ACI 318 2,000 PSI PROVIDE COMPRESSIVE STRENGTH THAT EQUALS OR "ACI 318: CH. 20, PLACED EXCEEDSfm. DETERMINE COMPRESSIVE STRENGTH OFGROUT UN IT STRENGTH METHOD -COMPRESSIVE STRENGTH OF GROUT IBC 1705.4, TMS 602 2.2, ASTM 0476 IN ACCORDANCE WITH ASTM C1019. DO NOT USE 25.2,25.3, J r\ ADMIXTURES UNLESS ACCEPTABLE. FIELD ADDITION OF REINFORCING TO COMPLY WITH ALL CODE TENDON PLACEMENT ADMIXTURES IS NOT PERMITTED IN SELF -CONSOLIDATING 26.6.1-26.6.3, GROUT. PROTECTION, SPACING ANDTOLERANCE LIMITS. <J FOR BOTH CLAY AND CONCRETE MASONRV,TEST IN 26.13.3.3" IBC 1705.4, TMS 6021.4 8.2.3,1.4 B.4, ASTM ACCORDANCE WITH ASTM C1314. DETERMINE LENGTH, PRISM TEST METHOD C1314 WIDTH AND HEIGHT DIMENSIONS OF THE PRISM AND TEST 0- LU '0 0!� Na - PRISMS WHEN AT LEAST 28 DAYS OLD IN ACCORDANCE WITH co L) 1. VERIFICATION OF WELDABILITY OF REINFORCING STEEL ASTM C1314. X Es0w02 PRISM SAMPLING AND REMOVAL- FOR EACH 5000 SQUARE 1705.3.2 1903.1 IBC 1705.4, TMS 6021.4 B 4.a, 1.4 B 4.1b, 1.4 B 4.<, FEET OF WALL AREA IN QUESTION, SAW -CUT A MINIMUM OF TESTING PRISMS FROM CONSTRUCTED MASONRY ASTM C1532 THREE PRISMS FROM COMPLETED MASONRY. SELECT, REMOVE, AND TRANSPORT PRISMS PER ASTM C1532/CI532M. CONCRETE- SPECIAL INSPECTIONS CODE CODEOR FREQUENCY (NOTE 6) c Ug SYSTEM OR MATERIAL CODE REFERENCE STANDARD FREQUENCY (NOTE 6) REMARKS N REFERENCE Q m U� CONCRETE STRENGTH ASTM C39 � 3 CONTINUOUS PERIODIC "1705.3 W -LKER "1705.3 2863 N.W. CROSSING DRIVE, SUITE 201 BEND, Oregon 97703 SPECIAL INSPECTIONS OF CONCRETE SHALL CONFORM GENERAL 1901.6" ACI 318: 26.13 O TO THE REQUIREMENTS OF SECTION 1705.3 OF THE IBC O EACH 5000SF OF SLAB OR FABRICATE SPECIMENS AT TIME FRESH CONCRETE IS U AND SECTION 26.13 OF ACI 318. ACI 318 ASTM C231 "ACI 318: CH. 20, PLACED J 612 ACI 318 26.5" 2612' REINFORCING STEEL AND (POST TENSIONED/PRETENSIONED) "1901.5.2 25.2,25.3, J r\ X REINFORCING TO COMPLY WITH ALL CODE TENDON PLACEMENT 1908.4" 26.6.1-26.6.3, W PROTECTION, SPACING ANDTOLERANCE LIMITS. <J z 26.13.3.3" LU = ZL W WELDING REINFORCING STEEL "1705.3.1 0- LU '0 0!� Na - V co L) 1. VERIFICATION OF WELDABILITY OF REINFORCING STEEL SPECIAL INSPECTION X Es0w02 OTHER THAN ASTM A706 1705.3.2 1903.1 "AWS D1.4 ACI 318: 26.6.4" 2. INSPECT SINGLE -PASS FILLET WELDS, MAXIMUM 5/16" FILLET 1903.2" X 3. ALL OTHER REINFORCING STEEL WELDING, X ALL CAST -IN-PLACE ANCHORS/BOLTS SHALL BE VISUALLY INSPECTED. REFERENCE STEEL INSPECTIONS INSPECT AN CHORS/BOLTS CAST IN CONCRETE - ACI 318: 17.8.2 X X FOR ADDITIONAL INSTALLATION, MATERIAL AND WELDING INSPECTIONS OF STEEL ITEMS EMBEDDED IN CONCRETE HEADED STUDS DBA'S ETC. "1904.1 VERIFYING USE OF REQUIRED MIX DESIGN(S) 1904.2 ACI 318: CH. 19, X 1908.2 26A.3, 26.4.4 1908.3" "ASTM C172 PRIOR TO CONCRETE PLACEMENT, FABRICATE CONCRETE SPECIMENS FOR TESTING 1908.10 ASTM C31X CON CRE TE SPECIMENS FOR TESTING.SEETHE ACI 318: 26.5, CONCRETE TESTING TABLE FOR ADDITIONAL 26.12" INFORMATION. 1908.61 ACI 318: 26.5, CONCRETE/SHOTCRETE PLACEMENT, NON -SHRINK GROUT 1908.7, 26.13.3.2(a) X 1908.8 CONCRETE/SHOTCRETE CURING 1908.9 ACI 318: 26.5.3-X VERIFY MAINTENANCE OF SPECIFIED CURING 26.5.5, 26.13.3.3 TEMPERATURES AND TECHNIQUES „ ACI 318: SPECIAL INSPECTIONS APPLY TO SHAPE, LOCATION AND VERIFICATION OF FORMWORK 261 X DIMENSIONS OFTHE CONCRETE MEMBER BEING 26.13.3.3 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 CODE CODEOR c Ug SYSTEM OR MATERIAL REFERENCE STANDARD FREQUENCY (NOTE 6) REMARKS N REFERENCE Q m U� CONCRETE STRENGTH ASTM C39 � 3 Q "1705.3 W -LKER STRUCTURAL ENGINEERING R C. 2863 N.W. CROSSING DRIVE, SUITE 201 BEND, Oregon 97703 CONCRETE SLUMP ASTM C172 ASTM C143 EACH 150 CV NOR LESS THAN O ASTM C 31 O EACH 5000SF OF SLAB OR FABRICATE SPECIMENS AT TIME FRESH CONCRETE IS U CONCRETE AIR CONTENT ACI 318 ASTM C231 WALL PLACED EACH SHIFT PLACED J 612 ACI 318 26.5" 2612' Q < O � o r, o O J r\ CONCRETE TEMPERATURE Z ASTM C1064 c~ LU 1.f) N LU V N0 1..1. 0 U O Ln 0) V) c Ug O g W N N Q m U� C � 3 Q W -LKER STRUCTURAL ENGINEERING R C. 2863 N.W. CROSSING DRIVE, SUITE 201 BEND, Oregon 97703 TEL. (541) 330-6869 www.walkerse.com .Q J O O U U 0) Lu m J Q < O � o r, o O J r\ m 0" Z J ry Q O c~ W Z <J z L Q \ LU = ZL W N Uz_ 0- LU '0 0!� Na - V co L) 0) O C O .Q U 0) O Z Project Number 21 170 Date AUGUST 13, 2021 Drawn By GAT Checked By CED SPECIAL INSPECTION TABLES Es0w02 FOOTING SCHEDULE MARK SIZE "A" x "B.. „T„ REINFORCING OA 1'-6" x CONT. (THICKENED SLAB) 10" (2) 44 CONT., BTM. Oe T -O" x CONT. (THICKENED SLAB) 10" (3) 44 CONT., BTM. © 2'-0" x CONT. 10" (3) 44 CONT., BTM. ____________ _______________1 - VANAMM 101 --------------------- - - - - -- -- I I I I I I I I I I I I I I I I I I TYP, SLAB ON j GRADE CONTROL JOINTS, REF. 1/S5.01 I I I I I I G I I I I I I I I I I I 10 I I 1 1 I I L_ L - J HSS 3ix*is EA. END @ HALF WALL 2 I I I I I I I I I O I I I I I I Q.J. I I 4" CONIC. SLAB ON I 4" CONC. SLAB ON GRADE w/43 BARS @ 16" O.C. EA. WAY 3 O r-------------- ._..__________----------------- r I I r_ _______________________- ------ -, 12 I I I I I I 9 I I 4" CONC. SLAB ON I I I 8 I GRADE w/43 BARS - - - - - -- 1 I I @ 16" O.C. EA. WAY j 5.0 SIM SIM I I I I I I I I O I I O I I r- - --- - -- -------- ----Jvi----- -i 1 1 I I � 9 I I rn I I 55.0 7 I I I I I I I I I I I I I I 9 z' I I I I I I OI I 1 I I I C.J. I I I GRADE W/ 43 BARS @ 16" O.C. EA. WAY I I I I I I I I I I O I I I I I I 1 I I I I 9 I I I I 5.0 I I I I I lO I I I I I I I I I I I 1 1 I I I I A I O 7 CMU WALL SCHEDULE I \ I MARK CMU WALL HORIZ. REINF. VERT. REINF. REMARKS I I I I I I I THICKNESS I I 8. C.J. INDICATES CMU CONTROL JOINT, REF. DETAIL 3/S5.01 FOR TYPICAL CONTROL JOINT CONSTRUCTION. Ol 6" (2)44 C° 44 @ 16" O.C. (CENTERED) -- Q 48" O.C. II I 2863 N.W. CROSSING I O 81. (2) 44 @ 175 @ 32" O.C. (CENTERED) TYP. REINFORCING, U.N.O. O I I 48" O.C. Ir_____ = Ll � I� 3O 8„ (2)44 @ 175 @ 24" O.C. (CENTERED) -- . s.0I I 48" O.C. SCHEDULE NOTES: 1. ALL CMU WALLS TO BE FULLY GROUTED. 2. VERTICAL CONTROL JOINTS SHALL BE PLACED IN ALL MASONRY WALLS AT LOCATIONS c~ INDICATED ON THE STRUCTURAL PLANS OR IN THE GENERAL STRUCTURAL NOTES. REFERENCE LU DETAIL 3/S5.01 FOR TYPICAL CONTROL JOINT CONSTRUCTION. 3. WALL CORNERS / INTERSECTIONS SHALL BE CONSTRUCTED PER DETAIL 4/S5.01. 4. REF. GENERAL STRUCTURAL NOTES FOR ADDITIONAL REINFORCING INFORMATION. 3 O r-------------- ._..__________----------------- r I I r_ _______________________- ------ -, 12 I I I I I I 9 I I 4" CONC. SLAB ON I I I 8 I GRADE w/43 BARS - - - - - -- 1 I I @ 16" O.C. EA. WAY j 5.0 SIM SIM I I I I I I I I O I I O I I r- - --- - -- -------- ----Jvi----- -i 1 1 I I � 9 I I rn I I 55.0 7 I I I I I I I I I I I I I I 9 z' I I I I I I OI I 1 I I I C.J. I I I GRADE W/ 43 BARS @ 16" O.C. EA. WAY I I I I I I I I I I O I I I I I I 1 I I I I 9 I I I I 5.0 I I I I I lO I I I I I I I I I I I 1 1 I I I I A I O 7 I \ I I I s.0 I 6. I I I I I DETAIL 2/S5.01 FOR ACCEPTABLE LOCATIONS & STRUCTURAL REQUIREMENTS. PIPES, CONDUITS, ETC. SHALL I I I I I I I 7. O I I 8. C.J. INDICATES CMU CONTROL JOINT, REF. DETAIL 3/S5.01 FOR TYPICAL CONTROL JOINT CONSTRUCTION. I I $ I I I I I 5.0 I I O I A I C � 3 Q W -LKER II I 2863 N.W. CROSSING I I I A TEL. (541) 330-6869 O I I I I Ir_____ = Ll � I� I I 1 I I I I I Lu m . s.0I I r - - - - -- -1 I I I z I 9 I I I I 5.0 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 5.0 I I I I I I I I I I I I I L_J L _J r7' 2 O 7 2 OC r______ I _ , i I I I I I I I Q�I 4" CONC. SLAB ON GRADE W/ 43 BARS @ 16" O.C. EA. WAY PLAN NOTES 1. DO NOT USE STRUCTURAL DRAWINGS ALONE FOR BUILDING LAYOUT. DO NOTSCALE THESE DRAWINGS MANUALLY OR ELECTRONICALLY. COORDINATE LOCATIONS OF ALL STRUCTURAL ELEMENTS, INCLUDING BUT NOT LIMITED TO, COLUMNS, WALLS, SLAB EDGES, DEPRESSIONS AND OPENINGS WITH ARCHITECTURAL DRAWINGS AND RESOLVE ANY CONFLICTS BETWEEN DRAWINGS OR ELEMENTS PRIOR TO CONSTRUCTION. A REGISTERED SURVEYOR SHALL PERFORM BUILDING LAYOUT AND LOCATION OF ALL STRUCTURAL ELEMENTS AT ALL LEVELS. REF. ARCH. DRAWINGS FOR ALL DIMENSIONS/ ELEVATIONS NOT SHOWN. CONTRACTOR IS RESPONSIBLE FOR CROSS REFERENCING ALL DIMENSIONS/ ELEVATIONS SHOWN WITH ARCHITECTURAL DRAWINGS NOTIFY ARCHITECT / ENGINEER OF RECORD IF THERE ARE ANY DISCREPANCIES. 2. INDICATES 8" CMU WALL PER PLAN. 3. INDICATES 6" CMU WALL PER PLAN. 4. S INDICATES VENEER PER ARCH., REF. GENERAL STRUCTURAL NOTES FOR ATTACHMENT. O --------------------------- I I I r I I I I I I I I I I I I I I I I I j TYP. SLAB ON GRADE CONTROL JOINTS, REF. 1/S5.01 I I I I G I � I I I I I I I� 1 0 1 10 � HSS 3ix3�Ls EA. END @ HALF WALL I I I I I I I I I I I 'O I 4 CONIC. SLAB ON GRADE W/ 43 BARS jO @ 16" O.C. EA. WAY I I ______� I I I I I I I 7 L __ 5.0 I I I 1 I I I I $ -- I I SIM j ILI I L I I I O_ I _ I I I I I I 5.0 I I 9 1 M�'l OQ9' L_______J I I I I I I I I I I I I I I I I I I I I r------- =i I I I I O I I I I I I 9 I I I 5.0 I I I L _J I I I H LU N N N LU 0 0 U ON Ln 5. SRX INDICATES STRUCTURAL DETAIL, REF. STRUCTURAL DETAIL SHEET. 6. WHERE PIPES, CONDUITS, ETC. EXTEND BELOW/THROUGH CONCRETE FOOTINGS/STEMWALL5, REFERENCE DETAIL 2/S5.01 FOR ACCEPTABLE LOCATIONS & STRUCTURAL REQUIREMENTS. PIPES, CONDUITS, ETC. SHALL BE ROUTED TO AVOID AREAS BELOW COLUMNS & PAD FOOTINGS. 7. O INDICATES FOOTING TYPE, REFERENCE FOOTING SCHEDULE. 8. C.J. INDICATES CMU CONTROL JOINT, REF. DETAIL 3/S5.01 FOR TYPICAL CONTROL JOINT CONSTRUCTION. O --------------------------- I I I r I I I I I I I I I I I I I I I I I j TYP. SLAB ON GRADE CONTROL JOINTS, REF. 1/S5.01 I I I I G I � I I I I I I I� 1 0 1 10 � HSS 3ix3�Ls EA. END @ HALF WALL I I I I I I I I I I I 'O I 4 CONIC. SLAB ON GRADE W/ 43 BARS jO @ 16" O.C. EA. WAY I I ______� I I I I I I I 7 L __ 5.0 I I I 1 I I I I $ -- I I SIM j ILI I L I I I O_ I _ I I I I I I 5.0 I I 9 1 M�'l OQ9' L_______J I I I I I I I I I I I I I I I I I I I I r------- =i I I I I O I I I I I I 9 I I I 5.0 I I I L _J I I I H LU N N N LU 0 0 U ON Ln N h U gm LU $ coN = am U� C � 3 Q W -LKER STRUCTURAL ENGINEERING R C. 2863 N.W. CROSSING DRIVE, SUITE 201 BEND, Oregon 97703 TEL. (541) 330-6869 www.walkerse.L 0 O .Q U = Ll � I� Lu m O J� m0" LL Z Jry Q O c~ LU Z 21 <J z 1 L Q \ LU LLj L Z LU V) U z_ w 'o V) co to N C O .Q U 0 Z Project Number 21 170 Date AUGUST 13, 2021 Drawn By GAT Checked By CED FOUNDATION PLAN S2.01 n EXTENT OF SUB DIAPHRAGM 1 BLOCKING & STRAPPING, REF. 2/S6.01 6.0 SIM. 1 6.0 SIM. CMU LINTEL SCHEDULE MARK SIZE REINFORCING REMARKS a g m (2) #4 BARS 6" CMU WALL, LINTEL 1 � 6„ x 1'-4" @ BTM BLOCK @ BOTTOM = am U� (2) #5 BARS 8" CMU WALL, LINTEL Q 8" x 1'-4" @ BTM BLOCK @ BOTTOM SCHEDULE NOTES: 1. LINTEL REINFORCING BARS SHALL BE EXTENDED 48 BAR DIAMETERS OR 24" BEYOND EA. EDGE OF OPENING WHICHEVER IS GREATER, REINFORCING TO BE CONTINUOUS THROUGH WALL CONTROL JOINTS. 2. HORIZONTAL& VERTICAL WALL REINFORCING SHALL CONTINUE THROUGH LINTEL & LINTEL BEAM SHALL BE GROUTED SOLID FOR DEPTH INDICATED. PLAN NOTES DO NOT USE STRUCTURAL DRAWINGS ALONE FOR BUILDING LAYOUT. DO NOT SCALE THESE DRAWINGS MANUALLY OR ELECTRONICALLY. COORDINATE LOCATIONS OF ALL STRUCTURAL ELEMENTS, INCLUDING BUT NOT LIMITED TO, COLUMNS, WALLS, SLAB EDGES, DEPRESSIONS AND OPENINGS WITH ARCHITECTURAL DRAWINGS AND RESOLVE ANY CONFLICTS BETWEEN DRAWINGS OR ELEMENTS PRIOR TO CONSTRUCTION. A REGISTERED SURVEYOR SHALL PERFORM BUILDING LAYOUT AND LOCATION OF ALL STRUCTURAL ELEMENTS AT ALL LEVELS. REF. ARCH. DRAWINGS FOR ALL DIMENSIONS/ ELEVATIONS NOTSHOWN. CONTRACTOR IS RESPONSIBLE FOR CROSS REFERENCING ALL DIMENSIONS/ ELEVATIONS SHOWN WITH ARCHITECTURAL DRAWINGS NOTIFY ARCHITECT / ENGINEER OF RECORD IF THERE ARE ANY DISCREPANCIES. 2. OiTJJJJJJZ INDICATES CMU WALL. 3. aINDICATES STRUCTURAL FRAMING DETAIL, REFERENCE STRUCTURAL DETAIL SHEET. SX.X 4. INDICATES SPAN DIRECTION OF 5/8" APA SHEATHING (APA INDEX 40/20). ATTACH TO ROOF FRAMING W/ 8d NAILS @ 6" O.C. @ ALL PANEL EDGES AND 12" O.C. @ INTERMEDIATE FRAMING MEMBERS. EDGE NAIL @ ALL BLOCKING & DRAG STRUTS. 1 6.0 EXTENT OF SUB DIAPHRAGM BLOCKING & STRAPPING, REF. 2/S6.01 ���JJJeee 'I SIM. 2 V a g m 6.0 6.0 6.0 I -- Lu Lu N N N Lu O 0 U 0 Ln h 2 V a g m W $ co 'a �N 0 = am U� c � 3 Q W -LKER STRUCTURAL ENGINEERING R C. 2863 N.W. CROSSING DRIVE, SUITE 201 BEND, Oregon 97703 TEL. (541) 330-6869 www.walkerse.L J O O 2 (j �J V) 0 J Q L � oO O J r\ m 0" Z I ry Q O c~ LU z - <J J L Q LU LLj Z — = Lu N Uz_ 0— U --I -�o 0!� N a - V) M -- -- N — -- -- — — -- -- -- -- w N O N 1/4) 30 I 2 I I I 4 6.o I I I I I I I I I I I I I I I I I I I I I I II I a�21 -0" _— - w � ° N O.C. II I I I I II II I II I I ID I 3 ry 4 w N O N -- -- -- -- — — -- -- -- -- N N TVP TYP a 1a� 6.o 20" II I I ECII-p 6.0 6.0 -- -- — 4 -- — --I 4 II I II 14— I ❑1 I I�— II ❑i II -- I — I — -- -- -- —II I — I — -- 3 6.o — P- I — I I I I I I I J LJ II I II — I I I I I I I I L I -- -- — -- I 3 o II— O —--- r � -- _-- ---�1 -- -- I I II 6.o I � II I II ❑i -- II I I II I I II -- _-- -- — a -- -- 6.o 6.0 — -- _-- I I I I I 6.o I II 77 0 0 E 0 6.0 6.0 6.0 I -- Lu Lu N N N Lu O 0 U 0 Ln h V a g m W $ co 'a �N 0 = am U� c � 3 Q W -LKER STRUCTURAL ENGINEERING R C. 2863 N.W. CROSSING DRIVE, SUITE 201 BEND, Oregon 97703 TEL. (541) 330-6869 www.walkerse.L J O O 2 (j �J V) Lu J Q L � oO O J r\ m 0" Z I ry Q O c~ LU z - <J J L Q LU LLj Z — = Lu N Uz_ 0— U --I -�o 0!� N a - V) M a 0 c 0 0 C; Z Project Number 21 170 Date AUGUST 13, 2021 Drawn By GAT Checked By CED ROOF FRAMING PLAN S2.21 6" SOLID GROUTED (CANTILEVERED) INTERIOR CMU WALL W/ REINF. PER SCHEDULE. (@ SIM DOUBLE WALL ON FOOTING) CONIC. SLAB ON GRADE, SEE PLAN FOR ADD'L INFO. REF. SCHED. FOR FTG. #4 DOWELS ALIGNED W/ VERT. WALL REINF. (COORDINATE LOCATION W/ MASON) LAP 30" MIN. (ALT. HOOKS IN FTG.) CONC. SLAB ON GRADE, SEE PLAN FOR ADD'L INFO. 4d 2 2i 12dMIN., RS R U.N.O. LONG BEND, RL 90° BENDS & STANDARD HOOKS BAR OFFSETS NOTES: 1. 'd'IS NOMINAL BAR DIAMETER. 2. REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT UNLESS SPECIFICALLY NOTED ON THE DRAWINGS. 3 6a� r R=2d FOR #3 THRU #5 =3d FOR #6 THRU #8 135° 90° R 6d 2 22"' FOR #3 THRU JJ5, 12d FOR #6 THRU #8 6d 2 21" FOR #3 THRU #5,12d FOR JJ6 THRU JJ8 90° R=2d FOR #3 THRU #5 =3d FOR #6 THRU #8 90° R. �6d 2 22" FOR N3 THRU N8 `\\ 135° `R=2d FOR #3 THRU #5 =3d FOR #6 THRU #8 90° R STIRRUPS NON-STRUCTURAL INTERIOR 9 CANTILEVERED CMU PARTITION WALL REINF. HOOKS & BENDS 0 SCALE: 1" = 1'-0" 5.0 SCALE: 1"=1'-0" CMU WALL T BACKER ROD NOTE: CAULK JOINT W/ PLACE CONTROL JOINTS NO MIN. DEPTH OF 1/2 GREATER THAN 30'-0" O.C., U.N.O. OF JOINT WIDTH A SECTION VIEW A NOTES: 1. CHORD REINF. @ ROOF LINES MUST BE CONT. THRU JOINT. (L CONTROL JOINT 2. UNTEL5 OR HEADERS OVER OPENINGS. MUST HAVE CONT. REINF. 4f- 43" VERT. WALL REINF. CMU WALL EACH SIDE OF JOINT —� HORIZ. BOND BEAM REINF. STOP L 8" SOLID GROUTED CMU WALL W/ REINF. PER SCHEDULE -- SINGLE JOINT DOWEL TO MAKE BOND BEAM REINF. LAP 48 BAR EACH SIDE OF JOINT. STOP LADDER 2" RIGID INSULATION 1" (MIN.) AIR #5 DOWELS ALIGNED W/ VERT. WALL REINF. (COORDINATE LOCATION W/ MASON) L a DIAMETERS @ EACH SIDE REINF. @ JOINT W S M KEYED JOINT I@ SLAB MID -DEPTH) PAINT w/ CURING COMPOUND AS BOND BREAK BEFORE ADJACENT SLAB IS PLACED 1V: 3H SUBGRADEPER GEOTECH REPORT ''SAW CUT (SAW SAME DAY AS POUR) FILL W/ JOINT SEALER NOTE: REF. REPORT BY GEOTECHNICAL ENGINEER FOR SLAB SUBGRADE REQ'S T/10 (a' MIN CONSTRUCTION JOINT SAW CUT JOINT 3 TYPICAL CMU CONTROL JOINT DETAIL J1 TYPICAL SLAB ON GRADE 5.0 SCALE: 1" = 1'-0" 5.0 SCALE: 1"=1'-0" 1 SOLID GROUTED CMU BLOCKS BELOW GRADE, TYP. @ VENEER Z 2'-0" .n I � � i0 HSS SUPPORT @ HALF WALL 811 CMU PERIMETER FOOTING i.0 SCALE: 1" = 1' 0" 5.0 SCALE: 1" = 1'-0" BARS CONT. FROM CONIC. SLAB ON GRADE, SEE PLAN FOR ADD'L INFO. 8" SOLID GROUTED CMU STEMWALL DOWELS TO MATCH WALL REINF. SIZE BEYOND @ 24" O.C. (ALTERNATE HOOKS) 8" CMU WALL BEYOND FTG. SIZE & REINF. LINE OF PAVING/ GRADE/SIDEWALK AS OCCURS @ SIM BREEZEWAY SLAB ON GRADE w/ #4 x V-0" DOWELS (MIN. (2) PER OPENING) r: #5 CONT. #5 CONT. HORIZ. REINF. IN BOND BEAM (TYP.) STACK CORNER REINF. OVER BOND BEAM REINF. CMU WALL, TYP. CMU WALL, TYP. i" MIN. FROM FACE SHELL, TYP. DOUBLE HORIZ. LAYER NOTE: REF. GENERAL NOTES FOR REINFORCING REQUIREMENTS 4 CMU WALL CORNER DETAIL 5°0 SCALE: 1" = 1'-0" HOOK W/ 24D EXTENSION, TYP. 90°CORNER ALONG. FTG. REINF, TYP. T -INTERSECTION CLARITY. NUCABLE PIPE PIPE NOTES: 1. THIS DETAIL SHOWS PERMISSIBLE LOCATIONS OF PIPES, CONDUITS, ETC. UNDER BEARING WALLS. 2. STEP FTG. EA. SIDE OF PIPE SO SLEEVE & PIPE WILL PENETRATE STEM WALL. 3. CONC. BACK FILL NOT REQ'D. BY STRUCTURAL ENGINEER UNDER NON-BEARING WALL FTG. WHEN EXCAVATION FOR MECH. IS LESS THAN V-0" DEEP BY V-0" WIDE, U.N.O. NOTE: REF. DETAIL 7/S5.01 FOR TYP. INFO. 1 PIPE SLEEVE 2" LARGER— THAN PIPE. WRAP BETWEEN PIPE & SLEEVE w/A COMPRESSIBLE MATERIAL 2" MIN. NOTE: CONTROL JOINTS TO BE 15'-0" O.C. MAX. g' PRE -MOLDED STRIP FLUSH W/ SURFACE FORMED JOINT A ELEVATION VIEW A L 3. FOR 5., FILL CONIC. CONC./PAVING PER ARCH. A i FOR MECH. REQS. W /0`72�TYP. PIPE AT CMU STEM/CONC. FTG. N 5.0 SCALE: 1" = 1'-0" s THICKENED SLAB EDGE @ DOOR OPENING 5 FOOTING REINF. @ CORNERS & INTERSECTIONS l,k5 SCALE: 1" = 1'-0" 5. SCALE: 1"=1'-0" DBL 2x4 TOP PL. @ HALF WALL 8" SOLID GROUTED CMU WALL W/ REINF. PER SCHEDULE EQ E 2" RIGID INSULATION 1" (MIN.) AIR #5 DOWELS ALIGNED W/ VERT. WALL REINF. (COORDINATE LOCATION W/ MASON) L a $$ W S M 0 2. = am U� VENEER TIES W/ ATTACHMENT BTW N. REINF. TYP. io HSS 3)x3x W/ CAP PL. Z6330-8" (OFFSET) W/ (2) NOTE: LAP VERTICAL BARS 30" W -LKER PER GENERAL NOTES 2863 N.W. CROSSING DRIVE, SUITE 201 BEND, MIN. W/ DOWELS TEL. (541) 330-6869 www.wa Ikerse.com Q Ln " 0x3" SDS SCREWS @ 2" O.C. @ TOP & (2) 2'OX4" 0 0 U i HD'D STUDS TOP & BTM AS SHOWN AT BTM U VENEER (WHERE OCCURS) U J L � a J CONIC. SLAB ON GRADE, SEE O, Co Z N I ry g0 z PLAN FOR ADD'L INFO. Z <J Q GROUT OLID L Q \ W LU = ZW W N OW GRA SVOID LU CONIC. SLAB ON SEE f� CO v> STRUCTURAL DETAILS: FOUNDATION /---PLAN FOR ADDT INFO. GRADE .. 1 SOLID GROUTED CMU BLOCKS BELOW GRADE, TYP. @ VENEER Z 2'-0" .n I � � i0 HSS SUPPORT @ HALF WALL 811 CMU PERIMETER FOOTING i.0 SCALE: 1" = 1' 0" 5.0 SCALE: 1" = 1'-0" BARS CONT. FROM CONIC. SLAB ON GRADE, SEE PLAN FOR ADD'L INFO. 8" SOLID GROUTED CMU STEMWALL DOWELS TO MATCH WALL REINF. SIZE BEYOND @ 24" O.C. (ALTERNATE HOOKS) 8" CMU WALL BEYOND FTG. SIZE & REINF. LINE OF PAVING/ GRADE/SIDEWALK AS OCCURS @ SIM BREEZEWAY SLAB ON GRADE w/ #4 x V-0" DOWELS (MIN. (2) PER OPENING) r: #5 CONT. #5 CONT. HORIZ. REINF. IN BOND BEAM (TYP.) STACK CORNER REINF. OVER BOND BEAM REINF. CMU WALL, TYP. CMU WALL, TYP. i" MIN. FROM FACE SHELL, TYP. DOUBLE HORIZ. LAYER NOTE: REF. GENERAL NOTES FOR REINFORCING REQUIREMENTS 4 CMU WALL CORNER DETAIL 5°0 SCALE: 1" = 1'-0" HOOK W/ 24D EXTENSION, TYP. 90°CORNER ALONG. FTG. REINF, TYP. T -INTERSECTION CLARITY. NUCABLE PIPE PIPE NOTES: 1. THIS DETAIL SHOWS PERMISSIBLE LOCATIONS OF PIPES, CONDUITS, ETC. UNDER BEARING WALLS. 2. STEP FTG. EA. SIDE OF PIPE SO SLEEVE & PIPE WILL PENETRATE STEM WALL. 3. CONC. BACK FILL NOT REQ'D. BY STRUCTURAL ENGINEER UNDER NON-BEARING WALL FTG. WHEN EXCAVATION FOR MECH. IS LESS THAN V-0" DEEP BY V-0" WIDE, U.N.O. NOTE: REF. DETAIL 7/S5.01 FOR TYP. INFO. 1 PIPE SLEEVE 2" LARGER— THAN PIPE. WRAP BETWEEN PIPE & SLEEVE w/A COMPRESSIBLE MATERIAL 2" MIN. NOTE: CONTROL JOINTS TO BE 15'-0" O.C. MAX. g' PRE -MOLDED STRIP FLUSH W/ SURFACE FORMED JOINT A ELEVATION VIEW A L 3. FOR 5., FILL CONIC. CONC./PAVING PER ARCH. A i FOR MECH. REQS. W /0`72�TYP. PIPE AT CMU STEM/CONC. FTG. N 5.0 SCALE: 1" = 1'-0" s THICKENED SLAB EDGE @ DOOR OPENING 5 FOOTING REINF. @ CORNERS & INTERSECTIONS l,k5 SCALE: 1" = 1'-0" 5. SCALE: 1"=1'-0" a) V) V m a $$ W S M 0 2. = am U� C Q W -LKER STRUCTURAL ENGINEERING R C. 2863 N.W. CROSSING DRIVE, SUITE 201 BEND, Oregon 97703 TEL. (541) 330-6869 www.wa Ikerse.com Q I 0 0 U U N LUm J L � 00>� J 0 O, Co Z N I ry g0 W Z <J Q Z L Q \ W LU = ZW W N Uz_ LU '0 Q:� N a- f� CO v> a) a 0 C O Q U N O Z Project Number 21 170 Date AUGUST 13, 2021 Drawn By GAT Checked By CED STRUCTURAL DETAILS: FOUNDATION SIMPSON HTC DEFLECTION CLIP WITHIN 1'-0" OF WALL ENDS & @ 4'41 O.C. MAX. (MIN. (2) CLIPS PER WALL SEGMENT) CONT. 3x P.T. TOP PL. w/ 5' 0 x 8" MIN. EMBED A.B.'S @ 24" O.C. SIMPSON HTC DEFLECTION CLIP WITHIN 1'-0" OF WALL ENDS & @ 4'41 O.C. MAX. (MIN. (2) CLIPS PER WALL SEGMENT) CONT. 3x P.T. TOP PL. w/Al 2'0 x 8" MIN. EMBED A.B.'S @ 24" O.C. JOIST PER PLAN 1" GAP (1) #4 CONT. @ TOP OF WALL 6" SOLID GROUTED CMU WALL PER PLAN WALL PERP. TO JOIST 1-90 BLK'G (TO MATCH JOIST DEPTH) @ EA. DEFLECTION CLIP W/ SIMPSON HU HANGER @ EA. END PLYWOOD WEB FILLER AS REQ'D FOR HNGR INSTALLATION TJI ROOF JOISTS PER PLAN ROOF SHEATHING PER PLAN BEVELED 2x4 BLOCK BACKER BLOCK AS REQ'D FOR TIE SIMPSON H8 CLIP FROM EA. TJI ROOF JOIST TO TOP PL BEVELED BEARING PLATE W/ (1) 16d NAILS @ 6" O.C. CONT. 4x P.T. TOP PL. w/ a -0 x 8" MIN. EMBED A.B.'S @ 24" O.C. CANT. 2x4 SISTERED TO ROOF JOIST W/ (2) ROWS OF 8d NAILS @ 8" O.C. i FASCIA PER REF. ARCH. ARCH. �V-6" MAX.) FULL HT. 1i" LVL BLOCKING W/ LPT4 CLIPS @ 24" O.C., U.N.O. @ EA. JOIST TO TOP PL. 8" SOLID GROUTED CMU WALL PER PLAN ROOF JOIST @ CMU WALL 1 (HIGH END, SIM. SLOPE OPP. DIRECTION) 6.0 SCALE: 1" = 1'-0'I `ROOF JOIST PER PLAN SIMPSON A34 CLIP W/ (8) SDJJE GAP SCREWS EA. SIDE @ EA. OUTLOC SIMPSON CS16 STRAP (FASTEN TO ROOF SHEATHING BLK'G @ EVERY HOLE @ OUTRIGGER PER PLAN —(1)#4 CONT. @ & EVERY OTHER HOLE REMAINDER), TOP OF WALL REF. PLAN FOR EXTENT. EXTEND STRAP 14" MIN. ONTO OUTRIGGER 6" SOLID GROUTED CMU WALL PER PLAN WALL PARALLEL TO JOIST NON-STRUCTURAL CMU WALL 4 @ ROOF JOISTS 6.0 SCALE: 1" = 1'-0" 2x6 FLAT BLK. W/ Z -CLIP EACH END @ 48" O.C. FOR EXTENT OF CS STRAP SIMPSON LUS26 @ EA. OUTLOOKER DBL. LVL JOIST PER CONT. 4x P.T. TOP PL. w/ a -0 x 8" MIN. EMBED A.B.'S @ 24" O.C. NAILING FULL HT. BLK'G BTWN OUTRIGGERS W/ A35 @ 24" O.C., TYP. U.N.O. OUTLOOKERS @ 24" O.C. ey1 8" SOLID GROUTED CMU WALL PER PLAN FASCIA PER ARCH EAVE FRAMING @ RAKED CMU WALL 6.0 SCALE: 1" = 1'-0'I 8d NAILS @ 4" O.C. TO ROOF ROOF JOIST PER PLAN TJI BLK'G w/ ITS HANGER END @ 24" EDGE CONT. 4x P.T. TOP PL. W/5 -0 x 8" MIN. EMBED A.B.'S@ 24" O.C. `ROOF JOIST PER PLAf� )NT. @ V 1 WALL (n N LU IUTED CMU (� 4N O 0 U 3 ROOF JOIST @ CMU WALL o 6.0 SCALE: 1" = 1'-0'I � rn (2) #5 Cc TOP OF 8" SOLID GRC w GII PER OI, a gm LU $ 'a 9` EA. O.C. N 2 a'm U� c `ROOF JOIST PER PLAf� )NT. @ V 1 WALL (n N LU IUTED CMU (� 4N O 0 U 3 ROOF JOIST @ CMU WALL o 6.0 SCALE: 1" = 1'-0'I � rn U a gm LU $ 'a 9` 0 N 2 a'm U� c � 3 Q W -LKER STRUCTURAL ENGINEERING R C. 2863 N.W. CROSSING DRIVE, SUITE 201 BEND, Oregon 97703 TEL. (541) 330-6869 www.walkerse.L a- I O O U 2 (j V N LU m J Q < � oO O r\ J CC 0" Z J � Q O c~ LU Z <J z L Q \ LU L = Z W N Uz_ LU CN 0— V (y)V) a 0 c O a- U N O Z Project Number 21 170 Date AUGUST 13, 2021 Drawn By GAT Checked By CED STRUCTURAL DETAILS: FRAMING S6.01 Tm MECHANICAL LEGEND CAPPED PIPE OSA RECTANGULAR OUTSIDE AIR UP CDS CONDENSER WATER SUPPLY PIPE REDUCING FITTING: MAS RECTANGULAR MAKE-UP AIR DUCT UP 1 1 PLAN OR DETAIL NUMBER --------- CDR CONDENSER WATER RETURN CONCENTRIC, ECCENTRIC RECTANM101 M-521 SHEETNUMBER PLAN OR DETAIL REFERENCE MARKER DIRECTIONOFFLOW MAKE-UP AIRDUULAR TDO0IR,& MAKEUP AIR DUCT DOWN 1 RECTANGULAR RETURN AIR DOWN 1 SECTION LETTER SECTION REFERENCE MARKER WNIEW DIRECTION FIRE PROTECTION PIPING: RECTANGULAR EXHAUSTAIRa M-301 SHEETNUMBER F FIRE SPRINKLER SUPPLY OUTSIDE AIR DOWN ROUND WCTVJORKUP AHU EQUIPMENTTYPE PLUMBING PIPING: 12 (TYPOFXX) EQUIPMENTNUMBER EQUIPMENT MARKER CW POTABLE COLD WATER ROUND DUCTWORK DOWN HW POTABLEHOTWATER 123 ROOM NUMBER • HWR POTABLE HOT WATER RETURN ,s] TURN VANE ELBOW EXISTING SHOWN LIGHT TW POTABLE TEMPERED HOT WATER 1',` NP NON -POTABLE COLD WATER STANDARD RADIUS ELBOW NEWWURK SH D W SANITARY WASTE --------------------- EXISTING TO BE REMOVED s FLEXIBLE DUCT CONNECTION P P P PW PUMPED WASTE 1226PACKAGE EQUIPMENT BOUNDRY --------- V VENT 3 DUCT SIZE: WIDTH ONIz DEPTH (IN) D DRAIN -SD-1 DIFFUSER TYPE CONTROLS SD STORM DRAIN ' 10x10 SIZE OLUMBLOW CUBIC E per MI IF NONE SHOWN) -------- OD OVERFLOW DRAIN 200 AIR VOLUME IN CUBIC FEET per MINUTE (CFM) SYMBOL DESCRIPTION SYMBOL DESCRIPTION PSW PUMPED STORM WATER RG -1 GRILLE TYPE PROCESS PIPING SIGNAL ` 12X10 SIZE (IN) ACTUATOR - ELECTRIC 175 AIR VOLUME IN CUBIC FEET per MINUTE(CFM) _-----_ ELECTRICAL SIGNAL EG -1 GRILLE TYPE `^ 12(10 SIZE (IN) AUTOMATIC CONTROL 175 AIR VOLUME IN CUBIC FEET per MINUTE(CFM) OAHU -1 SPACE THERMOSTAT A _ DAMPER EG -1 SIDE WALL DIFFUSER OR GRILLE TYPE 4 &(4 SIZE (IN) VAHu-1 SPACE TEMPERATURE 100 AIR VOLUME IN CUBIC FEET per MINUTE (CFM) INTERNALLY LINED OR DOUBLE WALL DUCTWORK IT] TEMPERATURE MEASUREMENT MANUAL VOLUME DAMPERA BAS INPUTIOUTPUT POINT El PRESSURE MEASUREMENT ALARM AI=ANALOG INPUT =ANALOG OUTPUT DI �q AUTOMATIC CONTROL DAMPER DDIGITAL ITALO DOO =DIGITAL OUTPUT RECTANGULAR DUCT ANGLED CHANGE IN FUNCTION DESIGNATION F III ELEVATION El FLOWMEASUREMENT SIS =START/STOP S=SENSOR S T = TRANSMITTER K1 ROUND DUCT ANGLED CHANGE IN ELEVATION ) i EQUIPMENT CONTROL PANEL(WIEQUIP. ❑R RELAY OR SWITCHVFD INDICATED UNDERLINED) HP C= ELECTRIC CURRENT CWP -2 CP= CONTROL PANEL CONCENTRIC TRANSITION BCP = BOILER CONTROL PANEL ANE FS = FLOW SWITCH CCP =CHILLER CONTROL PANEL I� HP = HIGH PRESSURE FAP = FIRE ALARM PANEL I� LP=LOW PRESSURE = MOTORCONTROLLER ECCENTRIC TRAIN VFSITION VFD =VARIABLE FREQUENCY DRIVE R RELAY FREEZE PROTECTION FP nD RELAY DP=DIFFERENTIAL PRESSURE 45 DEGREE LATERAL BRANCH, ROUND 45 DEGREE ENTRY ROUND OR RECTANGULAR I� CONICAL BRANCH, ROUND GENERAL NOTES 1. SIZE AND LOCATION OF ALL PIPING AND OTHER MECHANICAL EQUIPMENT IS APPROXIMATE. CONTRACTOR SHALL SITE VERIFY THE LOCATION OF EXISTING PIPING AND EQUIPMENT AND CONSTRUCT WORK FROM FIELD DIMENSIONS. CONTRACTOR SHALL MAKE ADJUSTMENTS NECESSARY TO ACCOMMODATE MINOR DEVIATIONS AT NO COST TO OWNER. 2 FINE (LIGHT) LINE WORK INDICATES EXISTING PIPING AND OTHER MECHANICAL EQUIPMENT. BOLD (HEAVY) LINE V40RK INDICATES NEW PIPING AND OTHER MECHANICAL EQUIPMENT. ABBREVIATIONS LEGEND, GENERAL NOTES& SHEET INDEX M1.21 FLOOR PLAN M5.01 DETAILS ACH AIR CHANGES PER HOUR PIPING INCHES AFF ABOVE FINISHED FLOOR IN WC IDUCTWORK AFS AUTOMATIC FIRE SPRINKLER GENERAL INTEGRATED PART LOAD VALUE SYMBOL ABBREV. DESCRIPTION SYMBOL ABBREV. DESCRIPTION SYMBOL ABBREV. DESCRIPTION SYMBOL DESCRIPTION HYDRONIC PIPING: AIR PRESSURE DROP LBS POUNDS BAS BUILDING AUTOMATION SYSTEM (E) EXISTING BHP BRAKE HORSEPOWER CWS CWR CHILLEDWATER SUPPLY CHILLEDWATER RETURN 0___o PIPINGUP 8 _D—O PIPING DOWN SA RA RECTANGULAR SUPPLYAIRDUCTUP RECTANGULAR RETURN AIR DUCT UP 00R dia A DIAMETER NEW TO EXISTING POINT OF CONNECTION --------- MBH HS HEATING WATER SUPPLY DIRECTION OF SLOPE EA RECTANGULAR EXHAUST AIR UP CFM CUBIC FEET per MINUTE MFGR --------- HR HEATING WATER RETURN MIN MINIMUM CONC CONCRETE NOTE REFERENCE MARKER CAPPED PIPE OSA RECTANGULAR OUTSIDE AIR UP CDS CONDENSER WATER SUPPLY PIPE REDUCING FITTING: MAS RECTANGULAR MAKE-UP AIR DUCT UP 1 1 PLAN OR DETAIL NUMBER --------- CDR CONDENSER WATER RETURN CONCENTRIC, ECCENTRIC RECTANM101 M-521 SHEETNUMBER PLAN OR DETAIL REFERENCE MARKER DIRECTIONOFFLOW MAKE-UP AIRDUULAR TDO0IR,& MAKEUP AIR DUCT DOWN 1 RECTANGULAR RETURN AIR DOWN 1 SECTION LETTER SECTION REFERENCE MARKER WNIEW DIRECTION FIRE PROTECTION PIPING: RECTANGULAR EXHAUSTAIRa M-301 SHEETNUMBER F FIRE SPRINKLER SUPPLY OUTSIDE AIR DOWN ROUND WCTVJORKUP AHU EQUIPMENTTYPE PLUMBING PIPING: 12 (TYPOFXX) EQUIPMENTNUMBER EQUIPMENT MARKER CW POTABLE COLD WATER ROUND DUCTWORK DOWN HW POTABLEHOTWATER 123 ROOM NUMBER • HWR POTABLE HOT WATER RETURN ,s] TURN VANE ELBOW EXISTING SHOWN LIGHT TW POTABLE TEMPERED HOT WATER 1',` NP NON -POTABLE COLD WATER STANDARD RADIUS ELBOW NEWWURK SH D W SANITARY WASTE --------------------- EXISTING TO BE REMOVED s FLEXIBLE DUCT CONNECTION P P P PW PUMPED WASTE 1226PACKAGE EQUIPMENT BOUNDRY --------- V VENT 3 DUCT SIZE: WIDTH ONIz DEPTH (IN) D DRAIN -SD-1 DIFFUSER TYPE CONTROLS SD STORM DRAIN ' 10x10 SIZE OLUMBLOW CUBIC E per MI IF NONE SHOWN) -------- OD OVERFLOW DRAIN 200 AIR VOLUME IN CUBIC FEET per MINUTE (CFM) SYMBOL DESCRIPTION SYMBOL DESCRIPTION PSW PUMPED STORM WATER RG -1 GRILLE TYPE PROCESS PIPING SIGNAL ` 12X10 SIZE (IN) ACTUATOR - ELECTRIC 175 AIR VOLUME IN CUBIC FEET per MINUTE(CFM) _-----_ ELECTRICAL SIGNAL EG -1 GRILLE TYPE `^ 12(10 SIZE (IN) AUTOMATIC CONTROL 175 AIR VOLUME IN CUBIC FEET per MINUTE(CFM) OAHU -1 SPACE THERMOSTAT A _ DAMPER EG -1 SIDE WALL DIFFUSER OR GRILLE TYPE 4 &(4 SIZE (IN) VAHu-1 SPACE TEMPERATURE 100 AIR VOLUME IN CUBIC FEET per MINUTE (CFM) INTERNALLY LINED OR DOUBLE WALL DUCTWORK IT] TEMPERATURE MEASUREMENT MANUAL VOLUME DAMPERA BAS INPUTIOUTPUT POINT El PRESSURE MEASUREMENT ALARM AI=ANALOG INPUT =ANALOG OUTPUT DI �q AUTOMATIC CONTROL DAMPER DDIGITAL ITALO DOO =DIGITAL OUTPUT RECTANGULAR DUCT ANGLED CHANGE IN FUNCTION DESIGNATION F III ELEVATION El FLOWMEASUREMENT SIS =START/STOP S=SENSOR S T = TRANSMITTER K1 ROUND DUCT ANGLED CHANGE IN ELEVATION ) i EQUIPMENT CONTROL PANEL(WIEQUIP. ❑R RELAY OR SWITCHVFD INDICATED UNDERLINED) HP C= ELECTRIC CURRENT CWP -2 CP= CONTROL PANEL CONCENTRIC TRANSITION BCP = BOILER CONTROL PANEL ANE FS = FLOW SWITCH CCP =CHILLER CONTROL PANEL I� HP = HIGH PRESSURE FAP = FIRE ALARM PANEL I� LP=LOW PRESSURE = MOTORCONTROLLER ECCENTRIC TRAIN VFSITION VFD =VARIABLE FREQUENCY DRIVE R RELAY FREEZE PROTECTION FP nD RELAY DP=DIFFERENTIAL PRESSURE 45 DEGREE LATERAL BRANCH, ROUND 45 DEGREE ENTRY ROUND OR RECTANGULAR I� CONICAL BRANCH, ROUND GENERAL NOTES 1. SIZE AND LOCATION OF ALL PIPING AND OTHER MECHANICAL EQUIPMENT IS APPROXIMATE. CONTRACTOR SHALL SITE VERIFY THE LOCATION OF EXISTING PIPING AND EQUIPMENT AND CONSTRUCT WORK FROM FIELD DIMENSIONS. CONTRACTOR SHALL MAKE ADJUSTMENTS NECESSARY TO ACCOMMODATE MINOR DEVIATIONS AT NO COST TO OWNER. 2 FINE (LIGHT) LINE WORK INDICATES EXISTING PIPING AND OTHER MECHANICAL EQUIPMENT. BOLD (HEAVY) LINE V40RK INDICATES NEW PIPING AND OTHER MECHANICAL EQUIPMENT. ABBREVIATIONS LEGEND, GENERAL NOTES& SHEET INDEX M1.21 FLOOR PLAN M5.01 DETAILS ACH AIR CHANGES PER HOUR IN INCHES AFF ABOVE FINISHED FLOOR IN WC INCHES WATER COLUMN AFS AUTOMATIC FIRE SPRINKLER IPLV INTEGRATED PART LOAD VALUE AL ALUMINUM IW INDIRECT WASTE ALT ALTERNATE LAT LEAVING AIR TEMPERATURE APD AIR PRESSURE DROP LBS POUNDS BAS BUILDING AUTOMATION SYSTEM LWr LEAVING WATER TEMPERATURE BHP BRAKE HORSEPOWER mA MILUAMPERE BOD BOTTOMOFDUCT MAX MAXIMUM BTUH BRITISH THERMAL UNITS PER HOUR MBH THOUSAND BTUs per HOUR CFH CUBIC FEET per HOUR MCA MINIMUM CIRCUIT AMPS CFM CUBIC FEET per MINUTE MFGR MANUFACTURER CMU CONCRETE MASONRY UNIT MIN MINIMUM CONC CONCRETE MOP MAX. OVERCURRENT PROTECTION CONT CONTINUATION (N) NEW (D) DEMOUTION INC NOISE CRITERIA DB DRYBULB INC NORMALLYCLOSED dBa DECIBELS ACOUSTIC NIC NOT IN CONTRACT DEMO DEMOUTION NO NORMALLYOPEN DN DOWN NPLV NON-STANDARD PART LOAD VALUE DP DIFFERENTIAL PRESSURE NPSH NET POSITIVE SUCTION HEAD (E) EXISTING OFCI OWNER RIRNISHEDI EAT ENTERING AIR TEMPERATURE CONTRACTOR INSTALLED EER ENERGY EFFICIENCY RATIO OSA OUTSIDE AIR EFF EFFICIENCY PD PRESSURE DROP EG EXHAUSTGRILLE PH PHASE ESP EXTERNAL STATIC PRESSURE PPH POUNDS per HOUR EWr ENTERING WATER TEMPERATURE PSI POUNDS per SQUARE INCH FLA RILL LOAD AMPS REO'D REQUIRED FPM FEET PER MINUTE RF RETURN FAN FT FEET RG RETURN GRILLE FT WC FEET WATER COWMJ RH RELATIVE HUMIDITY FUT FUTURE RPM REVOLUTIONS per MINUTE GPH GALLONS PER HOUR SD SUPPLY DIFFUSER GPM GALLONS PER MINUTE SEER SEASONAL ENERGY EFFICIENCY RATIO GYP BD GYPSUM WALLBOARD SF SUPPLY FAN HP HORSEPOWER SS STAINLESS STEEL HSPF HEATING SEASONAL STL STEEL PERFORMANCE FACTOR TSP TOTAL STATIC PRESSURE HVAC HEATING, VENTILATING, TYP TYPICAL &AIR CONDITIONING VFD VARIABLE FREQUENCY DRIVE HZ HERTZ (CYCLES PER SECOND) WS WET BULB IAQ INDOOR AIR QUALITY WC WATER COLUMN WG WATER GAUGE SHEET INDEX - MECHANICAL MO.01 LEGEND, GENERAL NOTES& SHEET INDEX M1.21 FLOOR PLAN M5.01 DETAILS M6.01 SCHEDULES HN ME SYSTEMS WEST ENGINEERS 725 A Street Springfield, OR 97477 5413427210 syaemswestengineers.mm SWE Pro . No. X027.01 J 2111 DRAWN BY: JSH 0 GNL Lij 0 x0 Q N W co C n 0 0 � 0 _1 O. m Z N J a � p rn W Z L7 5J J Q \ W F W Z LL z_ N Q U dW 10 = V! I- m ✓Vi JOB NUMBER: 2111 DRAWN BY: JSH CHECKED BY: GNL Lij Q w rn rn JOB NUMBER: 2111 DRAWN BY: JSH CHECKED BY: GNL SHEET TITLE LEGEND, GENERAL NOTES & SHEET INDEX SHEET NUMBER M0.01 EF -1, 400 CFM. OSA LOUVER SIZED FOR 635 CFM. 4 SF @ 5D% FREE AREA. CONCRETE BASE, SEE ARCHITECTURAL. AL EG -1 1606 200CFM (TYP OF 2) � PROVIDE 1 -DUCT LINER SG -1 24214 h1 E E E 3�)♦��IiF a. rr OSA LOCKER ROOM 105 OFFICE 01 STORAGE 102 CD ROUTE PIPE ABOVE CEIUNG BETWEEN TRUSSES. TG -1 STORAGE 50CCRA / / 103 (TYP OF 2) OSA LOUVER SIZED FOR — 635CFM. 4 SF @ 50% FREE AREA. DRYER EXHAUST UP TO ROOF. SIZED PER MANUFACTURER REQUIREMENTS EF-3,560CFM. SG -2 r- - 130 FM w �Cr 314"CD N SG -1 5 314"CD UANITOR 0c6 iii a 107 130CFM _ m UMPIRE RM IX - 106 7--r- ------- • _ I III I I I I I • CEILING EXHAUST FAN i EF-4,130CFM. PROVIDE I"DUCT LINER — 828 EA DUCT UP TO ROOF. 12(1 RG-112X12X12 DISCHARGE `C� 250 CFM CONDENSATE INTO MOP SINK. WOMEN MEN / SEE PLUMBING FOR 108 109 MOP SINK DETAILS ROUTE DUCTS EXPOSED IN SPACE. CENTERUNE 9'AFF. w w w m oo O O Ne CD FCUS FW -8 ROUTE DUCT ABOVE VESTIBULE Eg 7CEILING BETWEEN ROUTE DUCT ABOVE TRUSSES. 113 CEILING BETWEEN SG -1 TRUSSES. 6 6 DH T FW -5 EG- 130 CFM 3 x 6X6 70 CFM (TYP OF 8) ROUTE CON DEN SATE ROUTE CONDENSATE DRAIN TO HUB DRAIN DRAIN TO HUB DRAIN ABOVE CEIUNG SG -1 SG -1 ABOVE CEILING PROVIDED BY DIVISION 22. 10c10 10c10 PROVIDED BY DIVISION 22. 250CFM 250CFM x STORAGE CEIUNG EXHAUST FAN EF -6, 230 CFM. 110 TO ROOF.8X8 EA CTUP f T 0 CEILING EXHAUST FAN j EF -2 230 CFM. ELECTRICAL 8X8 EA DUCTUP /i 111 TO ROOF. --- ltd ... --a FIRST FLOOR MECHANICAL FLOOR PLAN 0 M 1.21 SCALE: 1/4" = 1'-O" PROJECT NORTH PROVIDE 1"DUCT LINER LOCKER 114 ROUTE PIPE ABOVE CEILING BETWEEN TRUSSES. SG -1 24214 PROVIDE I"DUCT LINER 535 CFM 7 / SGi I I w 626 � 100CFM I o FCU 8 T FW -7 FCU OFFICE 7 Fl 12 I& EF -5, 400 CFM. OSA LOUVER SIZED FOR 635 CFM. 4 SF @ 50% FREE AREA. HN ME SYSTEMS WEST ENGINEERS ]25 A Ste SpringfieN, OR 97477 541342]210 sy t mswestergi�.mm SWE Pmj. No. X02].01 J 2111 DRAWN BY: JSH O M Lij N N L r N x0 � � Q N m U co M N 00 r� W J" O- v m d Z v J Q N rn � a W Z 0 5J gm J — O 0 N W 0 Z LL z_ n = U n dW E 10 V! P m ✓Vi U 0 3 CC a o e � Q m � HN ME SYSTEMS WEST ENGINEERS ]25 A Ste SpringfieN, OR 97477 541342]210 sy t mswestergi�.mm SWE Pmj. No. X02].01 J 2111 DRAWN BY: JSH CHECKED BY: GNL Lij 0 x0 Q N W co L n 00 r� �0 J" O- m Z v J Q � O rn W Z 0 5J gm J Q \ W F W Z LL z_ N Q U dW 10 V! I- m ✓Vi JOB NUMBER: 2111 DRAWN BY: JSH CHECKED BY: GNL Lij Q w rn rn JOB NUMBER: 2111 DRAWN BY: JSH CHECKED BY: GNL SHEET TITLE FLOOR PLAN SHEET NUMBER M1621 PLAN VIEW LINED SHEET METAL BOOT SHEETMETAL DUCT CEILING RECTANGULAR SHEETMETAL DUCT CEILING WIDTH OF DIFFUSER NECK --- PLAN VIEW WIDTH OF DIFFUSER —� NECK -- PLAN VIEW LINED SHEETMETAL BOOT MAX. 36" FLEXIBLE DUCT I I I I I I SHEETMETAL DUCT 1O FLEXIBLE DUCT i INSULATION CEILING � 10 MAXIMUM OFFSET IN HORIZONTAL AND VERTICAL PLANE TO BE I S° FOR FLEXIBLE DUCT CONNECTION TO DIFFUSER BOOT COLLAR. FASTEN FLEXIBLE DUCT TO SHEET METAL DUCT PER SPECIFICATIONS. DIFFUSER GRILL & REGISTER CONNECTION NOT TO SCALE 30° MAX ,15° MAX. DUCT OFFSETS °TURN 2111 LINED SA DUCT AS SHOWN ON PLANS JSH VANES INNER RADIUS REQUIRED FOR LARGEST CONNECTING DUCT AS SPECIFIED =TMIN. DAMPER ACTUATOR COIL \� CONDENSATE DRAIN CONNECTION A / (4"MIN.) W N r4 co AIR FOIL TURNUANE L ELBOW OVER 30 DUCT CONSTRUCTION NOT TO SCALE RECTANGULAR ROUND DUCT /DUCT 3 CONICAL FITTING a LL WISEPARATE DAMPER BRANCH CONNECTION TO RECTANGULAR DUCTWORK SAME R AS 90° ELL 45° ELL 45° TEE R� �D� D<14",R=1 90° ELL BACKDRAFr DAMPER ROOF PENETRATION THROUGH — ROOF DECK & INSULATION ROOF DRYER OUTLET NOT TO SCALE 15° MAX ECCENTRIC REDUCER WYE -FITTING X15° MAX Ll REDUCER ROUND DUCT CONSTRUCTION NOT TO SCALE DRYER OUTLET SEALANT CLAMP FLASHING BOOT ROOF DECK STUD WALL LATERAL STI BACKING (TY INSTALLUNI' FACTORY -St MOUNTING E PER MANUFI INSTRUCTIO LAG SCREW NUMBER PEI MANUFACTU INSTRUCTIO WALL MOUNTED FAN COIL NOT TO SCALE MINIMUM 18"x18" CEILING ACCESS PER MANUFACTURER F RECOMMENDATIONS OSA DUCT CONNECTION SEE MAINTAIN MINIMUM PIPING& PLANS FOR SIZE AND MANUFACTURER CLEARANCE PER CONFIGURATION. MANUFACTURER RECOMMENDATIONS I I rr SA DUCT- SEE PLANS FOR CONFIGURATION. RA BRANCH DUCT SEE PLANS FOR SIZE AND CONFIGURATION. UNISTRUT ATTACHED TO - STRUCTURE OR JOISTS ABOVE - SEE STRUCTURAL FACTORY FILTER RACK WIACCESS LINED RA PLENUM SIZED TO MATCH RA OPENING WIDTH Q UNIT- 3'-P LONG MIN., HEIGHT AS REQUIRED FOR LARGEST CONNECTING DUCT HORIZONTAL FAN COIL NOT TO SCALE ;OR R1RE ABOVE OUNTED ILUNIT PLAN VIEW UNIT SECTION VIEW 12 UNIT SUPPORT AND VIBRATION x— ISOLATION AS SPECIFIED 2111 LINED SA DUCT AS SHOWN ON PLANS JSH SA DUCT- SIZE TO MATCH OPENING WIDTH, HEIGHT AS GNL REQUIRED FOR LARGEST CONNECTING DUCT FLEX CONNECTOR DAMPER ACTUATOR COIL WHERE REQUIRED CURB BY EF CONDENSATE DRAIN CONNECTION MANUFACTURER / (4"MIN.) 30o MAX 30o MAX N r4 co L 30°MAX 00 11 �^ 45° � 0 -1 O- / m Z N J Q � p rn W Z 0 j gm J Q \ W F W Z LL z_ N Q U CL W Co � 1-12" W H rwi w MANUAL ACCESS 1�1 MIN. DOORBALANCING �--� 15°MAX DAMPER �—W RADIUS ELBOW TRANSITION Q 45° BRANCH DUCT TRANSITION SUPPLY OR RETURN WITH DUCT COIL DETAIL NOTES: 1. DUCT LINER NOT SHOWN FOR CLARITY. REFERENCE NOTES: 2 FOR ADDITIONAL DETAIL, DUCTWORK SHALL BE CONSTRUCTED PER 2005 O PROVIDE AIR EXTRACTOR WITH EXTERNAL OPERATING SMACNA HVAC DUCT CONSTRUCTION STANDARDS. KNOB WHERE 45° BRANCH TAKEOFF CANNOT BE INSTALLED. 3. DUCT OFFSETS AND TRANSITIONS MAY CONVERT DUCT PROFILES TO ANYCOMBINATION FOR RECTANGULAR, ROUND OR FLAT OVAL SHAPES. DUCT CONSTRUCTION NOT TO SCALE RECTANGULAR ROUND DUCT /DUCT 3 CONICAL FITTING a LL WISEPARATE DAMPER BRANCH CONNECTION TO RECTANGULAR DUCTWORK SAME R AS 90° ELL 45° ELL 45° TEE R� �D� D<14",R=1 90° ELL BACKDRAFr DAMPER ROOF PENETRATION THROUGH — ROOF DECK & INSULATION ROOF DRYER OUTLET NOT TO SCALE 15° MAX ECCENTRIC REDUCER WYE -FITTING X15° MAX Ll REDUCER ROUND DUCT CONSTRUCTION NOT TO SCALE DRYER OUTLET SEALANT CLAMP FLASHING BOOT ROOF DECK STUD WALL LATERAL STI BACKING (TY INSTALLUNI' FACTORY -St MOUNTING E PER MANUFI INSTRUCTIO LAG SCREW NUMBER PEI MANUFACTU INSTRUCTIO WALL MOUNTED FAN COIL NOT TO SCALE MINIMUM 18"x18" CEILING ACCESS PER MANUFACTURER F RECOMMENDATIONS OSA DUCT CONNECTION SEE MAINTAIN MINIMUM PIPING& PLANS FOR SIZE AND MANUFACTURER CLEARANCE PER CONFIGURATION. MANUFACTURER RECOMMENDATIONS I I rr SA DUCT- SEE PLANS FOR CONFIGURATION. RA BRANCH DUCT SEE PLANS FOR SIZE AND CONFIGURATION. UNISTRUT ATTACHED TO - STRUCTURE OR JOISTS ABOVE - SEE STRUCTURAL FACTORY FILTER RACK WIACCESS LINED RA PLENUM SIZED TO MATCH RA OPENING WIDTH Q UNIT- 3'-P LONG MIN., HEIGHT AS REQUIRED FOR LARGEST CONNECTING DUCT HORIZONTAL FAN COIL NOT TO SCALE ;OR R1RE ABOVE OUNTED ILUNIT PLAN VIEW UNIT SECTION VIEW 12 UNIT SUPPORT AND VIBRATION x— ISOLATION AS SPECIFIED 2111 LINED SA DUCT AS SHOWN ON PLANS JSH SA DUCT- SIZE TO MATCH OPENING WIDTH, HEIGHT AS GNL REQUIRED FOR LARGEST CONNECTING DUCT FLEX CONNECTOR DAMPER ACTUATOR REFRIGERANT PIPING CONNECTIONS WHERE REQUIRED CURB BY EF CONDENSATE DRAIN CONNECTION MANUFACTURER SECURE STANDARD ROOF CURB FLANGE TO WALL OPENING MINIMUM OF (8) IT— 318 INCH FASTENERS AROUND THE FLANGE CON DU IT BY ELEC. CONTR. EA DUCT SEE PLANS / FOR SIZE & LOCATION I SIDEWALL EXHAUST FAN NOT TO SCALE DAMPER TRAY WALL ME SYSTEMS WEST ENGINEERS 725 A Street Springfield, OR 97477 541342]210 syaenn w engineers.mnn SWE Pnoj No. X027.01 J 2111 DRAWN BY: JSH 0 GNL 0,^ V N W co L n 00 �^ � 0 -1 O- m Z N J Q � p rn W Z 0 5J gm J Q \ W F W Z LL z_ N Q U CL W Co � V! H rwi w JOB NUMBER: 2111 DRAWN BY: JSH CHECKED BY: GNL w rn rn XQ JOB NUMBER: 2111 DRAWN BY: JSH CHECKED BY: GNL SHEET TITLE DETAILS SHEEP NUMBER M5.01 ELECTRIC DUCT HEATER TAG EXHAUST HEIGHT (IN) AIRFLOW(CFM) DELTA TpF1 KW FANS ELECTRICAL MCA COOLING (1)MOTOR CONTROLS FURNISHED BY DIV. 23 (2)MS: MOTOR STARTER, VFD: VARIABLE FREQUENCY DRIVE, ECM: ECM MOTOR CONTROLLER, CR:CONTROL RELAY PHASE DH -1 10.5 8 130 26 1 2 TAG MANUFACTURER MODEL TYPE AIRFLOW (CFM) PERFORMANCE TSP I SPEED (IN) (RPM) POWER (BHP) SOUND LEVEL (SONES) 26 1 MOTOR 120 WEIGHT (LBS) REMARKS VOLTS PHASE I HP WATTS EF -1 GREENHECK G419&VG WALLMOUNTED 400 0.5 1475 0.07 6.8 115 1 0.1 74 1 30 ECM EF -1 GREENHECK G419&VG WALLMOUNTED 400 0.5 1475 0.07 6.8 115 1 0.1 74 30 ECM EF -2 GREENHECK SP -A250 CEILING 230 0.3 1000 0.03 3.0 115 1 47 83 M 95 EFA GREENHECK SP -A250 CEILING 130 0.4 1400 0.03 1.5 115 1 (2) 47 20 CEILING CASSE IE CU -1 EF -6 GREENHECK SP -A250 CEILING 230 0.3 1000 0.03 3.0 115 1 7800 83 25 1 ELECTRIC DUCT HEATER TAG LENGTH (IN) HEIGHT (IN) AIRFLOW(CFM) DELTA TpF1 KW No. of STAGES ELECTRICAL MCA COOLING VOLTS PHASE DH -1 10.5 8 130 26 1 2 1201 TOTAL CAPACITY (BTUMR) 8.3 VOLTS DH -2 10.5 8 130 26 1 2 120 1 8.3 _ DH -3 10.5 8 130 26 1 2 120 80 67 24000 REMARKS VRF FAN COIL UNIT CIENCY (1) MINIMUM CIRCUIT AMPACITY. (2) PROVIDE CONDENSATE PUMP. TAGNo. MANUFACTURER MODEL COND TYPE UNIT AIRFLOW (CFM) HEATING COOLING SOUND UNIT LEVEL WEIGHT (dB) (LBS) ELECTRICAL REMARKS EAT (°F) NAT (°F) CAPACITY (BTUMR) EAT LAT TOTAL CAPACITY (BTUMR) SENS. CAPACITY (BTU/HR) VOLTS PHASE MCA (1) DB CE) NB I CE) DB CE) NB I CE) FCU -1 DAIKIN FXA024PVJU WALLMOUNTED CU -1 635 47 43 28500 95 75 80 67 24000 18000 47 35 208 1 0.6 (2) FCU -2 DAIKIN FXZQ12rAVJU CEILING CASSETTE CU -1 300 47 43 13500 95 75 80 67 12000 7800 51 40 208 1 0.4 (2) FCU -3 DAIKIN F)&iQ48MFVJU OSA DUCTED CU -1 635 47 43 30000 95 75 80 67 48000 0 42 190 208 1 2.1 (2) FCU -4 DAIKIN FXZQI2TAVJU CEILING CASSE IE CU -1 300 47 43 13500 95 75 80 67 12000 7800 51 40 208 1 0.4 (2) FCU -5 DAIKIN F)&iQ48MFVJU OSA DUCTED CU -1 635 47 43 30000 95 75 80 67 48000 0 42 190 208 1 2.1 (2) FCU6 DAIKIN FXAQ24PVJU WALLMWNTED CU -1 635 47 43 28500 95 75 80 67 24000 18000 47 35 208 1 0.6 (2) FCU -7 DAIKIN FXZQ12TAVJU CEILING CASSETE CU -1 300 47 43 13500 95 75 80 67 11000 7800 51 40 208 1 0.4 (2) FCU -8 DAIKIN F)O,AQ48,AFVJU OSA DUCTED CU -1 835 47 43 30000 95 75 80 67 48000 0 42 190 208 1 2.1 2 1) MINIMUM CIRCUIT AMPACITY. 2) MAMMUMOVERCURRENT PROTECTION. 31 MCA = 36.3+36.3 & MOP = 45+45 UNITTAG 1 MANUFACTURER I MODEL CU -1 DAIKIN RXY0216rTJr VRF AIR COOLED CONDENSING UNIT AMBIENT D 2111 CIENCY SOUND UNIT ELECTRICAL HEAT COOL HEATING COOUNG HEAT COOL LEVEL MIGHT Mr (°Fl (°Fl (MBTUMR) (MBTUMR) (COP) (EER) (dB) (LBS) VOLTS PHASE (1 47 95 231 206 3.7 11.7 61 1060 208 3 7. REMARKS HN ME SYSTEMS WEST ENGINEERS 725 A Street Springfield, OR 97477 5413427210 syaemswestengineers.mm SWE Pro . No. X027.01 J 2111 DRAWN BY: JSH O GNL Lij 0 x0 Q N W co C n 00 0� � 0 -1 (T m Z N J Q � O W Z 0 5J gm J Q \ W F W Z LL z_ N Q U dW 10 = V! H m VV) JOB NUMBER: 2111 DRAWN BY: JSH CHECKED BY: GNL Lij Q w JOB NUMBER: 2111 DRAWN BY: JSH CHECKED BY: GNL SHEET TITLE SCHEDULES SHEEP NUMBER M6.01 a PLUMBING LEGEN PIPING IGENERAL ABBREVIATIONS GENERAL NOTES SYMBOL ABBREV. DESCRIPTION SYMBOL ABBREV. DESCRIPTION SYMBOL ABBREVIATION DESCRIPTION ABS ACRYLONITRILE BUTADIENE STYRENE ID INSIDE DIAMETER AC AIR COMPRESSOR IE INVERT ELEVATION 2 SIZE AND LOCATION OF ALL PIPING AND OTHER MECHANICAL EQUIPMENT IS APPROXIMATE. FIRE PROTECTION PIPING: ACFM ACTUAL CUBIC FEET PER MINUTE IN INCH, INCHES CONTRACTOR SHALL SITE VERIFY THE LOCATION OF EXISTING PIPING AND EQUIPMENTAND F FIRE SPRINKLER SUPPLY 0 .0 PIPING UP DIA DIAMETER ACT ACOUSTICAL CEILING TILE IN WC INCHES WATER COWMJ CONSTRUCT WORK FROM FIELD DIMENSIONS. CONTRACTOR SHALL MAKE ADJUSTMENTS NECESSARY E�)—D PIPING DOWN AD AREA DRAIN IPS IRON PIPE SIZE TO ACCOMMODATE MINOR DEVIATIONS AT NO COST TO OWNER. 5.01 A NEW TO EXISTING POINT OF CONNECTION ADA AMERICANS WITH DISABILITY ACT IW INDIRECTWASTE PLUMBING PIPING: - SLOPEOFPIPE IN DECIMALSOFFEEr AFF ABOVE FINISHED FLOOR KW KILOWATT 3. FINE (LIGHT) LINE WORK INDICATES EXISTING PIPING AND OTHER MECHANICAL EQUIPMENT.BOLD CAPPED PIPE NOTE REFERENCE MARKER AFG ABOVE FINISHED GRADE KWH KILOWATT-HOUR (HEAVY) LINE WORK INDICATES NEW PIPING AND OTHER MECHANICAL EQUIPMENT. CW POTABLE COLD WATER AFS AUTOMATIC FIRE SPRINKLER LBS POUNDS PIPE REDUCING FITTING: CONCENTRIC, 1 1 PLAN OR DETAIL NUMBER AHJ AUTHORITY HAVING JURISDICTION LAV LAVATORY • HW POTABLE HOT WATER ECCENTRIC PLAN OR DETAIL REFERENCE MARKER SHEET NUMBER ALT ALTERNATE LF UNEAR FEET • HWR POTABLE HOT WATER RETURN P101 P-521 ANSI AMERICAN NATIIONALSTANDARDS LPG UQUIFIED PETROLEUM GAS SHEET INDEX - PLUMBING i TW POTABLE TEPID HOT WATER DIRECTION OF FLOW INSTITUTE LWf LEAVING WATER TEMPERATURE -------- TNR POTABLE TEPID HOT WATER RETURN 1 SECTION LETTER ARCH ARCHITECTIARCHITECTURAL MAX MAXIMUM UNION SECTION REFERENCE MARKER ASHRAE AMERICAN SOCIETY OF HEATING, MBH THOUSAND BTUS PER HOUR NP NON -POTABLE COLD WATER p-301 SHEETNUMBER P0.01 LEGEND, GENERAL NOTES&SHEET INDEX REFRIGERATING, & AIR-CONDITIONING MCA MINIMUM CIRCUIT AMPACITY W SANITARYWASTE ASME AMERICAN SOCIETY OF MECHANICAL MECH MECHANICAL P1.10 FOUNDATION PLAN PUMP AHU EQUIPMENTTYPE ENGINEERS MFGR MANUFACTURER P1.21 FLOOR PLAN EQUIPMENT MARKER ASPE AMERICAN SOCIETY OF PLUMBING MIN MINIMUM P5.01 DETAILS PW PUMPED WASTE �I DV DRAIN VALVE 12 (fYPOFXX) EQUIPMENTNUMBER ENGINEERS MOP MAXIMUM OVERCURRENT PROTECTION P8.01 SCHEDULES BV BALL VALVE ASSE AMERICAN SOCIETY OF SANITARY MS MOTOR STARTER 123 ROOMNUMBER ENGINEERING (N) NEW AVTR ACID VENT THROUGH ROOF NA NOTAPPUCABLE BFV BUTTERFLYVALVE AW&A AMERICAN WATER WORKS ASSOCIATION INC NORMALLYCLOSED D DRAIN BAS BUILDING AUTOMATION SYSTEM NEMA NATIONAL ELECTRICAL SD STORM DRAIN I� CHV CHECKVALVE NEW WORK SHOWN BOLD BFF BELOW FINISHED FLOOR MANUFACTURERS ASSOCIATION -------- OD OVERFLOW DRAIN GV GATE VALVE BFP BACKFLOW PREVENTER NFPA NATIONAL FIRE PROTECTION ASSOCIATION PSW PUMPED STORM WATER BLDG BUILDING NIC NOT IN CONTRACT GBV GLOBE VALVE BHP BRAKE HORSEPOWER (NL) NEW LOCATION BOP BOTTOM OF PIPE NO NORMALLYOPEN ,.{ BTUH BRITISH THERMAL UNITS PER HOUR NPSH NET POSITIVE SUCTION HEAD ECCENTRIC PWG VALVE CFCI CONTRACTOR FURNISHED/ NPT NATIONAL PIPE THREAD CONTRACTOR INSTALLED NTS NOT TO SCALE CFH CUBIC FEET PER HOUR OD OUTSIDE DIAMETER COTG,FCO CLEANOUT TO GRADE, FLOOR CFM CUBIC FEET PER MINUTE OFCI OWNER FURNISHED/ CLEANOUT CFOI CONTRACTOR FURNISHED/ CONTRACTOR INSTALLED —� WOO WALLCLEANOUT CGA OWNER INSTALLED OFOI OWNER FURNISHED/ COMPRESSED GAS ASSOCIATION OWNER INSTALLED CI CASTIRON OPSC OREGON PLUMBING SPECIALTY CODE FD FLOOR DRAIN CLG CEILING OSHA OCCUPATION SAFETY AND HEALTH CMU CONCRETE MASONRY UNIT ADMINISTRATION �i HB HOSE BIBB (DIAGRAM) CO CLEANOUT PD PRESSURE DROP HB HOSE BIBB (PLAN) CONIC CONCRETE PDI PLUMBING& DRAINAGE INSTITUTE �I ( ) CONT CONTINUATION PE POLYETHELENE COTG CLEANOUTTOGRADE PEX CROSS-LINKED POLYErHELENE RP REDUCED -PRESSURE PRINCIPLE CPVC CHLORINATED POLYVINYL CHLORIDE PLBG PLUMBING BACKFLOW PREVENTER CR CONTROL RELAY POC POINT OF CONNECTION DOUBLE CHECK (D) DEMOLISH, DEMOLITION PH PHASE DCV BACKFLOW PREVENTER DBA DECIBELS ACOUSTIC PP POLYPROPYLENE DCDA DOUBLE CHECK DETECTOR ASSEMBLY PPM PARTS PER MILUON DCV DOUBLE CHECK VALVE PPM PARTS PER MILLION WATER HAMMER ARRESTOR DF DRINKING FOUNTAIN PRM PRESSURE REGULATING VALVE DFU DRAINAGE FIXTURE UNIT PSI POUNDS PER SQUARE INCH DLA DIAMETER PSIG POUNDS PER SQUARE INCH GAUGE DI DUCTILEIRONPTFE POLYVEYLCHLOROEfHYLENE (TEFLON) PENETRATION THROUGH WALL DI WATER DUCTILEI WATER PVC POLYVINYLCHLORIDE FLOOR, OR ROOF DN DOWN PVDF POLYVINYLIDENE FLUORIDE DW DISTILLED WATER (R) RELOCATE DWG DRAWING RD ROOFDRAIN (E) EXISTING REQ'D REQUIRED DIAPHRAGM VALVE ECM ELECTRONICALLYCOMMUTATED MOTOR RO REVERSE OSMOSIS EEM ENERGY EFFICIENCY MEASURE RP/RPBP REDUCED PRESSURE PRINCIPLE ELEC ELECTRICAL BACKFLOW PREVENTER EPDM ETHYLENE PROPYLENE -DIENE MONOMER RPM REVOLUTIONS PER MINUTE EWr ENTERING WATER TEMPERATURE SCCR SHORT CIRCUIT CURRENT RATING FA FIRE ALARM SCFM STANDARD CUBIC FEET PER MINUTE FD FLOOR DRAIN SCH SCHEDULE FDC FIRE DEPARTMENT CONNECTION SDR STANDARD DIMENSIONAL RATIO FFE FINISHED FLOOR ELEVATION SPKR SPRINKLER FLA FULL LOAD AMPS SOFT SQUARE FEET FPM FEET PER MINUTE SS STAINLESS SEEL FS FLOOR SINK TMM THERMOSTATIC MIXING VALVE FT FEET TP TRAP PRIMER FT WC FEETWATERCOWMJ TPA TRAP PRIMER ARRAY FU FIXTURE UNIT TSP TOTAL STATIC PRESSURE GAL GALLON TYP TYPICAL GALV GALVANIZED U URINAL GI GREASE INTERCEPTOR UG UNDERGROUND GPD GALLONS PER DAY UL UNDERWRITERS LABORATORY GPF GALLONS PER FWSH UON UNLESS OTHERWISE NOTED GPH GALLONS PER HOUR UPC UNIFORM PLUMBING CODE GPM GALLONS PER MINUTE UV ULTRAVIOLET HDPE HIGH-DENSITY POLYETHYLENE V VOLTAGE HOA HAND -OFF -AUTOMATIC VFD VARIABLE FREQUENCY DRIVE HP HORSEPOWER VTR VENT THROUGH ROOF HVAC HEATING, VENTILATING, & W WATT AIRCONDITIONING WB WET BULB HZ HERTZ WC WATER CLOSET IAPMO INTERNATIONAL ASSOCIATION OF WG WATER GAUGE PLUMBING, MECHANICAL OFFICIALS WH WALLHYDRANT WHA WATER HAMMER ARRESTOR WSFU WATER SUPPLY FIXTURE UNITS HN ME SYSTEMS WEST ENGINEERS 725 A Street Springfield, OR 97477 541342]210 syaemswestengineers.mm SWE Pro . No. X027.01 J 2111 DRAWN BY: JSH CHECKED BY: SJS Lij 0 x0 Q N W co C D n 00 0� � 0 _1 O. m Z N J a � p rn W Z 0 5J J Q \ W F W Z LL z_ N Q U dW 10 V! I- m ✓Vi JOB NUMBER: 2111 DRAWN BY: JSH CHECKED BY: SJS Lij Q D w rn rn JOB NUMBER: 2111 DRAWN BY: JSH CHECKED BY: SJS SHEET TITLE LEGEND, GENERAL NOTES & SHEET INDEX SHEET NUMBER P0.01 SEE CIVIL FOR CONTINUATION SEE CIVIL FOR CONTINUATION T 2 W (UP TO FD -1) 3 I E FOUNDATION PLUMBING FLOOR PLAN P 1.10 SCALE: 114''=I' -O'' PROJECT NORTH 2"W(UP 4"w(UP _� 4" SD UP TO DOWN SPOUT(TYP) SD a 4" SD SEWAGE EJECTOR PUMP AND BASIN CIVIL FOR CONTINUATION HN ME SYSTEMS WEST ENGINEERS 725 A Street Springfield, OR 97477 541342]210 syaemswestengineers.mm SWE Pro . No. X027.01 J 2111 DRAWN BY: JSH 0 SJS Lij 0 x0 Q N W co L n 00 0� � 0 -1 0. m Z v J Q � O rn j W Z 0 J Q \ W F W Z LL z_ N Q U dW 10 = V! H m w JOB NUMBER: 2111 DRAWN BY: JSH CHECKED BY: SJS Lij Q w rn rn JOB NUMBER: 2111 DRAWN BY: JSH CHECKED BY: SJS SHEET TITLE FOUNDATION PLAN SHEET NUMBER P1010 FIRST FLOOR PLUMBING FLOOR PLAN P1.L1 SCALE: 1/4"=1'-0" PROJECT NORTH SE 1 4" GCC -1 HN ME SYSTEMS WEST ENGINEERS 725 A Street Springfield, OR 97477 541342]210 syaemswestengineers.mm SWE Pro . No. X027.01 J 2111 DRAWN BY: JSH 0 SJS Lij 0 x0 Q N W co C n 00 0� � 0 -1 0. m Z N J Q � O rn W Z 0 5J gm J Q \ W F W Z LL z_ N Q U dW 10 = V! H m w JOB NUMBER: 2111 DRAWN BY: JSH CHECKED BY: SJS Lij Q w rn rn JOB NUMBER: 2111 DRAWN BY: JSH CHECKED BY: SJS SHEET TITLE FLOOR PLAN SHEEP NUMBER P1 021 SEE PLANS FOR SIZE & LOCATION OF SO. DOWNSPOUT CONNECTION WITH INTEGRAL CLEANOUT NOT TO SCALE HIGH WATER ALARM BELL CONTROLPANEL – SUMP COVER W PIPING, FOR QUANTITY, _ SIZE(S)&LOCATION(S), SEE PLANS HIGH WATER ALARM S LAG PUMP ON GUIDE RAILS X LEAD PUMP ON Si �<I SEWAGE EJECTOR INSTALLATION NOT TO SCALE V & PW SIZES AS NOTED ON PLANS GATE VALVE CHECKVALVE FLOOR ELBOW DISCONNECT f2 n X01- off T ADJUST BALANCE c.> DP VALVE FOR 12 OF DP FLOWO HWR I' VCl' I H— - - - 'I 1" LOCKABLE ISOLATION VALVE ' DI DOSS c HW 4!7 - POWER 1" 314" ` I PUMP PROVIDE QUICK -LINKABLE TO O SECURE LIFTING CABLE TO EYELET ON UNDERSIDE OF SUMP LID FOR EASY ACCESS BY MAINTENANCE PERSONNEL. LIFTING CABLE, ONE FOR EACH SEWAGE PUMP. ET I 1 1 I RV — 314 314" mu DOMESTIC WATER HEATER - ELECTRIC NOT TO SCALE TEMP/PRESSURE RELIEF VALVE. ROUTE DISCHARGE TO NEARBY FLOOR SINK F SET PRESSURE TO 6:1 PSG SEE PLANS FOR PIPING SIZE DRAIN VALVE TEST TEE DOMESTIC WATER SERVICE ENTRANCE NOT TO SCALE 61N ME SYSTEMS WEST ENGINEERS 725 A Street Springfield, OR 97477 541342]210 syaemswestengineers.mm SWE Peo . No. X027.01 J CANOPY POST OR BRICK DRAWN BY: JSH jDOWNSPOUT- SEE ARCHITECTURAL jGROUT 0 DOWNSPOUT INTO j C.I. HUB x0 STEEL RTO POSTz311E POST OR WALL WITH ITHEXP EXPANSION jj WITH SHIELDS. PROTECT STRAP WITH ROTE ENAMEL PAINT. N jBRASS PUJ IN TEE.DTEE-PROVIDE2 BRASS PLUG IN TEE. jGRADE / OR CONCRETE FLOOR IIIIII ii II EIGHTH BEND ... CAST IRON SEE PLANS FOR SIZE & LOCATION OF SO. DOWNSPOUT CONNECTION WITH INTEGRAL CLEANOUT NOT TO SCALE HIGH WATER ALARM BELL CONTROLPANEL – SUMP COVER W PIPING, FOR QUANTITY, _ SIZE(S)&LOCATION(S), SEE PLANS HIGH WATER ALARM S LAG PUMP ON GUIDE RAILS X LEAD PUMP ON Si �<I SEWAGE EJECTOR INSTALLATION NOT TO SCALE V & PW SIZES AS NOTED ON PLANS GATE VALVE CHECKVALVE FLOOR ELBOW DISCONNECT f2 n X01- off T ADJUST BALANCE c.> DP VALVE FOR 12 OF DP FLOWO HWR I' VCl' I H— - - - 'I 1" LOCKABLE ISOLATION VALVE ' DI DOSS c HW 4!7 - POWER 1" 314" ` I PUMP PROVIDE QUICK -LINKABLE TO O SECURE LIFTING CABLE TO EYELET ON UNDERSIDE OF SUMP LID FOR EASY ACCESS BY MAINTENANCE PERSONNEL. LIFTING CABLE, ONE FOR EACH SEWAGE PUMP. ET I 1 1 I RV — 314 314" mu DOMESTIC WATER HEATER - ELECTRIC NOT TO SCALE TEMP/PRESSURE RELIEF VALVE. ROUTE DISCHARGE TO NEARBY FLOOR SINK F SET PRESSURE TO 6:1 PSG SEE PLANS FOR PIPING SIZE DRAIN VALVE TEST TEE DOMESTIC WATER SERVICE ENTRANCE NOT TO SCALE 61N ME SYSTEMS WEST ENGINEERS 725 A Street Springfield, OR 97477 541342]210 syaemswestengineers.mm SWE Peo . No. X027.01 J 2111 DRAWN BY: JSH 0 SJS Lij 0 x0 N W co C Q n 00 �^ w 0 J O- m Z N J Q � O rn WZ rn 0 5J Ix J Q \ W F W Z LL z_ N Q U CL W 10 C-4 = V! H w JOB NUMBER: 2111 DRAWN BY: JSH CHECKED BY: SJS Lij Q w rn rn XQ JOB NUMBER: 2111 DRAWN BY: JSH CHECKED BY: SJS SHEET TITLE DETAILS SHEET NUMBER P5.01 DOMESTIC WATER DESIGN CRITERIA BASIS OF DESIGN: 2021 OREGON PLUMBING SPECIALTY CODE, APPENDIX A'RECOMMENDED RULES FOR SIZING THE WATER SUPPLY SYSTEM'. PIPING SIZED ON 4 PSI/100 FT. DROP UNLESS OTHERWISE NOTED, VELOCITIES NOT TO EXCEED 8 FT./SEC. (COLD WATER) AND NOT TO EXCEED 5 FT./SEC. (HOT WATER). WATER PIPING SIZING ASSUMES TYPE L COPPERAS BASIS OF DESIGN. SANITARY TANK WASTE EQUIPMENT PHASE CONNECTION AND MAX OPERATING VENT 115 - 120 DESIGN CONNECTIONS (IN) DIA. LENGTH VOLUME WEIGHT FLOW (GPH) CRITERIA MANUFACTURER MODEL SERVICE (IN) (IN) (GAL) (LBS) 5 0 REMARKS ET -1 BASIS OF DESIGN: 2021 OREGON PLUMBING SPECIALTY CODE, CHAPTER 7,'SANITARY DRAINAGEAND CHAPTER 9, VENTS.' ALL WASTE PIPING SLOPED AT 1/4-INCH/FT. UNLESS OTHERWISE NOTED. ALL VENT PIPING SLOPED UPWARDS AT 1/8-INCH/FT. UNLESS OTHERWISE NOTED EXPANSION TANK PLUMBING EQUIPMENT PHASE CONNECTION FLA MCA REMARKS MAX OPERATING AOA- BILEVEL DRINKING FOUNTAIN WITH BOBBLE FILLER HydroGuard XP HILo Supply Fonure ITmp Pnmer Army 115 - 120 PIPE CONNECTIONS (IN) DIA. LENGTH VOLUME WEIGHT FLOW (GPH) TAG MANUFACTURER MODEL SERVICE (IN) (IN) (GAL) (LBS) 5 0 REMARKS ET -1 BELL&GOSSETT PTA -5 FIXTURE 144 240 TAG DESCRIPTION PLUMBING EQUIPMENT PHASE CONNECTION FLA MCA REMARKS (1)MOTOR CONTROLS FURNISHED BY DIV. 22... AOA- BILEVEL DRINKING FOUNTAIN WITH BOBBLE FILLER HydroGuard XP HILo Supply Fonure ITmp Pnmer Army 115 - 120 PIPE CONNECTIONS (IN) 1 - FLOW (GPH) - TAG fW MODEL SERVICE TYPE FLOW (GPM) TOTAL HEAD (FTI TAG FIXTURE W (INDIRECT) V CW HW _`i29KS 2" FO -1 FLOOR DRAIN 2 - DOMESTICWATER 1 112 - - 120 3' FD -2 FLOOR DRAIN 3 - 1 112 - - SANITARY WASTE 4"FCO-1 FLOOR CLEANOUT 4 - 3 - - - CONTROL& MOTOR STARTER IN CONTROL PANEL, MOUNTED ON INTEHOR WALL IN MECHANICAL ROOM, DUPLEX 5 HP PUMPS. CONTROL PANEL WEIL 8165P IV GCO-1 GROUND CLEANOUT 4 - \ - - - L-1 LAVATORY 2 - U 112 12 12 10 MS -1 MOBSINK 3 - ✓V) 112 3/4 3/4 U-1 URINAL 2 - 112 3/4 - U-2URINAL 2 - 112 3/4 - ADA W&1 WASHER BOX 2 - - 12 12 WC -1 WATER CLOSET 4 - 2 1 - WC -2 I WATER CLOSET 4 2 1 1 AOA TAG DESCRIPTION PLUMBING VOLTS EQUIPMENT PHASE PLUMBING PUMP FLA MCA REMARKS (1)MOTOR CONTROLS FURNISHED BY DIV. 22... AOA- BILEVEL DRINKING FOUNTAIN WITH BOBBLE FILLER HydroGuard XP HILo Supply Fonure ITmp Pnmer Army 115 - 120 1 - 1 1 - FLOW (GPH) - TAG MANUFACTURER MODEL SERVICE TYPE FLOW (GPM) TOTAL HEAD (FTI H-1 AR X 9050 50 MOTOR 50 MOTOR CONTROL (1) (2) REMARKS VOLTS I PHASE RPM HP DWP-1 TACO OOE SERIES DOMESTICWATER IN-LINE CIRCULATOR 0 0 120 1 0 1/16 CR SE -1 WEIL 2523 SANITARY WASTE SEWAGE EJECTOR PUMP 26 31 208 3 0 Z MS CONTROL& MOTOR STARTER IN CONTROL PANEL, MOUNTED ON INTEHOR WALL IN MECHANICAL ROOM, DUPLEX 5 HP PUMPS. CONTROL PANEL WEIL 8165P TAG DESCRIPTION PLUMBING VOLTS EQUIPMENT PHASE WATER HEATER - ELEC FLA MCA REMARKS OF -1 TMV TPA AOA- BILEVEL DRINKING FOUNTAIN WITH BOBBLE FILLER HydroGuard XP HILo Supply Fonure ITmp Pnmer Army 115 - 120 1 - 1 1 - FLOW (GPH) - - #of ELEMENTS 1 KW MAXIMUM VOLT HN ME SYSTEMS WEST ENGINEERS 725 A Street Springfield, OR 97477 5413427210 syaemswestengineers.mm SWE Pro . No. X027.01 J DOMESTIC DRAWN BY: JSH WATER HEATER - ELEC STORAGE CAPACITY [TAGFACTURER MODEL (GAL) Lij HEATING CAPACITY 0 ELECTRICAL CONNECTION REMAPo(S FLOW (GPH) EWT (°F) LWT(°F) #of ELEMENTS KW per ELEMENT KW MAXIMUM VOLT FHASE FLA H-1 AR X 9050 50 37 50 1 120 3 3 1 9 C 208 3 29 HN ME SYSTEMS WEST ENGINEERS 725 A Street Springfield, OR 97477 5413427210 syaemswestengineers.mm SWE Pro . No. X027.01 J 2111 DRAWN BY: JSH 0 SJS Lij 0 x0 Q N W co C n 00 0� �0 J� 0. m Z N J Q � O rn W Z 0 5J gm J Q \ W F W Z LL z_ N Q U dW 10 = V! I- M ✓V) JOB NUMBER: 2111 DRAWN BY: JSH CHECKED BY: SJS Lij Q w rn rn JOB NUMBER: 2111 DRAWN BY: JSH CHECKED BY: SJS SHEET TITLE SCHEDULES SHEET NUMBER P6.01 SCHEDULE FO SYMBOL SCHEDULE FOR SYMBL SYMBOL SCHEDULE FOR I ONNEELLINE DIAGRAM I ELECTRICAL PLAN DRAWINGS I ELEMIOCALSPLAN DRAWIO GS I ELECTRICAL PLANUDRAWIO CHEDULE FR SYMBOL SCHEDLE FR ELEMENTARY WIRING DNGS N.O. N.C. WNIAL;ItlLUUK VYGKAIVK: 0--0--o- PUSHBUTTON (1 PB,2PB,ETC.) 0 0--010- MUSHROOM HEAD PUSHBUTTON 'HAND OFF AUTO' (1 PB.2PB.ETC.) SELECTOR SWITCH (1SS,2SS,ETC.) 'X' - CLOSED IN THIS POSITION N.O. N.C. bye--a--sY CONTACTS SINGLE BREAK CONTACTS DOUBLE BREAK CONTACTS (CONTACT BLOCKS PANEL OR DEVICE WIRING --------- N.O. N.C. FIELD WIRING -BY ELECTRICAL CONTRACTOR DISTRIBUTION/CONTROL EQUIPMENT INSTANTANEOUS CONTACT OF RELAY EQUIPMENT/DEVICE ENCLOSURE + + WIRING CONNECTED + + WIRING NOT CONNECTED �DELAY 1TR,2TR,ETC.) XXTR XXTR DEVICE OR EQUIPMENT TERMINAL rX XI) 0 CONTROL PANEL TERMINAL OVERLOAD RELAY ® MCC TERMINAL o-IYWl.a FOR VALVE UNLESS OTHERWISE NOTED) TRANSFORMER WINDING DESIGNATIONS ® FUSE IDR b GROUND A,B,C,ETC. ARE MULLION MOUNT EXTERIOR LIGHTING ARC SUPPRESSOR FIXTURE TYPE, OR EXIT FIXTURE POWER SUPPLY (METAL OXIDE VARISTOR) REFER TO LIGHTING �1T DIODE N.O. N.C. WNIAL;ItlLUUK VYGKAIVK: 0--0--o- PUSHBUTTON (1 PB,2PB,ETC.) 0 0--010- MUSHROOM HEAD PUSHBUTTON 'HAND OFF AUTO' (1 PB.2PB.ETC.) SELECTOR SWITCH (1SS,2SS,ETC.) 'X' - CLOSED IN THIS POSITION N.O. N.C. bye--a--sY CONTACTS SINGLE BREAK CONTACTS DOUBLE BREAK CONTACTS (CONTACT BLOCKS XX RELAY CONTACTS N.O. N.C. (1 CR,2CR,ETC.) DISTRIBUTION/CONTROL EQUIPMENT INSTANTANEOUS CONTACT OF RELAY SCR F­--t-k_ (1 CR,2CR,ETC.) XXTR IOOR TIMED DELAY CONTACT OF RELAY OMAGNETIC M ON ENERGIZATION-ON DELAY) rX XI) �DELAY 1TR,2TR,ETC.) XXTR XXTR TIMED DELAY CONTACT OF RELAY (DELAY ON DE-ENERGIZATION-OFF DELAY) rX XI) (1TR.2TR.ETC.) X—OL X_ -OL OVERLOAD RELAY - (1 OL.2OL,ETC.) EXAMPLES: WIRE TYPES 1PR#18 MAGNETIC COILS XX CONTROL RELAY xcR (1 CR,2CR,ETC.) DISTRIBUTION/CONTROL EQUIPMENT DELAY RELAY OTIMED xTR (1 CR,2CR,ETC.) UCS MOTOR STARTER OMAGNETIC M (1 M,2M,ETC.) rX XI) MAGNETIC CONTACTOR COLING MOUNTED (1 CON.200N.EIC.) rX XI) DEVICE MOTOR DRIVE (COMBINATION MAGNETIC STARTER) SOLENOID O­+_ISV,2SV,ETC.) LIGHTING FIXTURES B FOR VALVE UNLESS OTHERWISE NOTED) EXAMPLES: WIRE TYPES 1PR#18 ONE TWISTED PAIR OF UNSHIELDED 1,2,3,ETC. ARE CIRCUIT NUMBERS OF #18 CONDUCTORS 2/C#18 TWO 18 AWG CONDUCTORS UNDER A DISTRIBUTION/CONTROL EQUIPMENT COMMON SHEATH 2#18 TWO SEPARATE 18 AWG CONDUCTORS UCS UNSHIELDED CATEGORY 5 CONDUCTORS UCSE UNSHIELDED CATEGORY SE CONDUCTORS UCB UNSHIELDED CATEGORY 6 CONDUCTORS 0 A ACP AFF AFG AHJ ATS AWG BKR C ENCL EOL EXIST OR (E) FATC FRCP FVNR G HC IC IP KA WAR KW LSI M MC MHO N NAC NEMA OL P PV SP SPD SHL'D SUSE V VFD WG XFMR DEVICE OR EQUIPMENT TERMINAL WIRING CONNECTED BUS WIRING EQUIPMENT/DEVICE ENCLOSURE PLUG-IN CONNECTION NON -AUTOMATIC BREAKER THERMAL MAGNETIC BREAKER MAGNETIC ONLY BREAKER SWITCH FUSE POWER TRANSFORMER CONTROL POWER TRANSFORMER THERMAL OVERLOAD CURRENT TRANSFORMER CONTACTOR CAPACITOR GROUND CONNECTION TRANSFER SWITCH WATTHOUR METER (REVENUE METERING) SOLID NEUTRAL MOTOR -N0. - HORSEPOWER LIMIT SWITCH FIAAT SWITCH PRESSURE SWITCH CONTROL STATION/PUSHBUTTON LOAD BREAK FUSE HOLDER AND FUSE AMPERES ACCESS CONTROL PANEL ABOVE FINISHED FLOOR ABOVE FINISHED GRADE AUTHORITY HAVING JURISDICTION AUTOMATIC TRANSFER SWITCH AMERICAN WIRE GAUGE BREAKER CONDUIT ENCLOSURE END OF LINE RESISTOR EXISTING FIRE ALARM TERMINAL CABINET FIRE ALARM CONTROL PANEL FULL VOLTAGE NON REVERSING GROUNDING CONDUCTOR HORIZONTAL CROSSCONNECT INTERRUPTING CAPACITY INTERNET PROTOCOL KILOAMPERES KILO VOLT-AMPERES REACTIVE KILOWATTS LONG -SHORT -INSTANTANEOUS TRIP MAGNETIC CONTACTOR MAIN CROSSCONNECT MAGNETIC HOLD OPEN NEUTRAL CONDUCTOR NOTIFICATION APPLIANCE CIRCUIT NATIONAL ELECTRIC MANUFACTURERS ASSOCIATION OVERLOAD POLES PHOTOVOLTAIC SECURITY (INTRUSION) PANEL SURGE PROTECTIVE DEVICE SHIELDED SUITABLE FOR USE AS SERVICE ENTRANCE VOLTS VARIABLE FREQUENCY DRIVE WIRE GUARD POWER TRANSFORMER POWER DISTRIBUTION AND CONTROL 1,2,3,ETC. ARE CIRCUIT NUMBERS OF DISTRIBUTION/CONTROL EQUIPMENT - FLOOR MOUNTED 0 DISTRIBUTION/CONTROL EQUIPMENT - WALL MOUNTED C� PANELBOARD - WALL MOUNTED PROJECTOR AND PROJECTOR MOUNT - Q SWITCH (SAFETY OR DISCONNECT) LINEAR FIXTURE Q SWITCH (FUSIBLE) COLING MOUNTED TO CIRCUIT SCHEDULE MOTOR STARTER WITH SWITCH OR BREAKER (RECESSED, SURFACE OR PENDANT) (COMBINATION MAGNETIC STARTER) GROUNDING CONDUCTOR OF CONDUCTORS -------2 LIGHTING FIXTURES B OA ROUND FIXTURE CEILING MOUNTED DESIGNATIONS (ARROW INDICATES FIXTURE AIMING,) (RECESSED, SURFACE, OR PENDANT) IDR b SHADED LIGHT A,B,C,ETC. ARE MULLION MOUNT EXTERIOR LIGHTING FIXTURE POLE MOUNTED FIXTURE TYPE, OR EXIT FIXTURE POWER SUPPLY EMERGENCY BATTERY REFER TO LIGHTING �1T BACKED FIXTURES. FIXTURE SCHEDULE C ^4 1. ____________ F o FIXTURE WALL MOUNTED 1,2,3,ETC. ARE CIRCUIT NUMBERS OF $M (SURFACE OR ARM) RATED SNAP SWITCH ° SWITCH PANELBOARD TO WHICH E PROJECTOR AND PROJECTOR MOUNT - FIXTURE IS TO BE I 0 a LINEAR FIXTURE CONNECTED. REFER INDICATES WIRE SIZE IF OTHER THAN #12AWG COLING MOUNTED TO CIRCUIT SCHEDULE L„ (RECESSED, SURFACE OR PENDANT) ------------ GROUNDING CONDUCTOR OF CONDUCTORS -------2 a,b,c,ETC. ARE B RECESSED FIXTURE REFERENCE CONTROL REFERENCE INDICATES CIRCUIT WITHIN EQUIPMENT/DEVI, NOTED. (ARROW INDICATES FIXTURE AIMING,) CONDUIT TURN UP FROM BELOW SLAB IDR OR BELOW FLOOR LEVEL SHADED LIGHT CONDUIT TURN DOWN FROM CEILING OR THROUGH ROOF MULLION MOUNT EXTERIOR LIGHTING FIXTURES ARE TO BE O OR EXIT FIXTURE POWER SUPPLY EMERGENCY BATTERY HIGH TEMP ALARM �1T BACKED FIXTURES. �K (INDICATES FACE) ^4 1. EXIT LIGHT FIXTURE F (INDICATES ARROW DIRECTION) VIDEO SURVEILLANCE SYSTEM SWITCHING (SEE DETAIL 4 ON SHEET E1.20) $#abc LIGHTING SWITCH — WALL MOUNTED (NO NUMBER INDICATES (ARROW INDICATES DIRECTION OR FIELD—OF—VIEW) 2 SINGLE SWITCH) ^ a'o LOWER CASE LETTERS - SWITCH LEG DISIGNATIONS N 2 = 2—BUTTON (TYPICAL OFFICE) = 4D 4—BUTTON SCENE (TYPICAL CLASSROOM) � D SINGLE SWITCH DIMMER 3,5, OR 6Dxx — CUSTOM P — 277V TOGGLE PILOT LIGHT SWITCH OS & DAYUGHT SENSOR, COLING MOUNTED x,� (O(CCUPANCY DETAIL (INDCATES SWITCH ZONES) O, EMERGENCY UL924 LIGHTING CONTROL UNIT (SWITCH OVERRIDE) (SEE DETAILS 91 (INDICATES SWITCH ZONES) RF ROOM FEED MWS STARTER CABLE ", (SEE DETAILS 10&11, SHEET E1.20) (INDICATES SWITCH ZONES) RR RECEPTACLE CONTROLS — SINGLE RELAY RECEPTACLE CONTROLLER xx� (SEE DETAIL 5/E7.20) (INDICATES CIRCUIT NUMBER) wM WIRELESS MANAGER (SEE DETAIL 8/E7.20) (LOCATIONS PER LIGHTING CONTROL SHOP DRAWINGS) DESIGNATIONS RECEPTACLE OUTLETS 1,2.3, ETC. ARE DUPLEX RECEPTACLE OUTLET - CIRCUIT NUMBERS OF �2 WALL MOUNTED (NEMA 5-20R FANOBOARD TO WHICH WP UNLESS OTHERWISE SPECIFIED) CONNECTED? REFER �s QUADRUPLERECEPTACLE OUTLET - To -CIRCUIT SCHEDULE - WALL MOUNTED H HRIZONTAL WP = WEATHERPROOF �s OCCUPANCY CONTROLLED SPLIT DUPLEX RECEPTACLE ' OUTLET - WALL MOUNTED (SEE DETAILS ON SHEET E1.20) ®2 FLOORBOX - PLANS INDICATE COMBINATION OF SYSTEMS TO BE USED WITH FLOORBOX (T.e. POWER, COMMUNICATIONS, A/V) DUPLEX RECEPTACLE OUTLET- CEILING MOUNTED 04 SPECIAL PURPOSE RECEPTACLE OUTLET �s SPECIAL PURPOSE RECEPTACLE OUTLET - WALL MOUNTED =4D2 DUPLEX RECEPTACLE OUTLET - MOUNTED 4" O.C. ABOVE BACKSPLASH OR COUNTER TOP IF NO BACKSPLASH (VERIFY HEIGHT WITH ARCHITECTURAL ELEVATIONS) =02 QUADUPLEX RECEPTACLE OUTLET - MOUNTED 4" O.C. ABOVE BACKSPLASH OR COUNTER TOP IF NO BACKSPLASH (VERIFY HEIGHT WITH ARCHITECTURAL ELEVATIONS) SPECIAL PURPOSE CONNECTIONS 04 SPECIAL PURPOSE EQUIPMENT CONNECTION -06 SPECIAL PURPOSE EQUIPMENT CONNECTION - WALL MOUNTED MECHANICAL EQUIPMENT TAG, IKU (SEE EQUIPMENT SCHEDULE ON SAME SHEET) ELECTRICAL DEVICES INTERCOM/CLOCK SYSTEM (SEE DETAIL 3/E1.63 OI Z1 70V INTERCOM SPEAKER - CEILING MOUNTED (INDICATES ZONE, TYPICAL) w-0 70V INTERCOM SPEAKER - WALL MOUNTED (INDICATES EXTERIOR WEATHERPROOF) �c (IIP DIGITAL CLOGE CK/INTERCOM SPEAKER COMBINATION Co--- IP DIGITAL CLOCK/INTERCOM - CEILING MOUNTED DOUBLE FACE 11 a„„ ._1e� �N71 COMMUNICATIONS DEVICE BOX. W = WALL PHONE HANDSET ONE CATEGORY 6 8P8C (RJ -45) AND ONE CATEGORY 6 CABLE. # = NUMBER ROF6CA BGS 6 8P8C (RJ -45) PORTS AND CATEGCOMMUNICATIONS DEVICE BOX - MOUNTED 4” O.C. ABOVE BACKSPLASH. (VERIFY HEIGHT WITH ARCHITECTURAL ELEVATIONS). DS MOTOR (NUMBER = HORSEPOWER) $M MOTOR RATED SNAP SWITCH $T SWITCH WITH TIMER INTERCOM/CLOCK SYSTEM (SEE DETAIL 3/E1.63 OI Z1 70V INTERCOM SPEAKER - CEILING MOUNTED (INDICATES ZONE, TYPICAL) w-0 70V INTERCOM SPEAKER - WALL MOUNTED (INDICATES EXTERIOR WEATHERPROOF) �c (IIP DIGITAL CLOGE CK/INTERCOM SPEAKER COMBINATION Co--- IP DIGITAL CLOCK/INTERCOM - CEILING MOUNTED DOUBLE FACE 11 a„„ ._1e� �N71 COMMUNICATIONS DEVICE BOX. W = WALL PHONE HANDSET ONE CATEGORY 6 8P8C (RJ -45) AND ONE CATEGORY 6 CABLE. # = NUMBER ROF6CA BGS 6 8P8C (RJ -45) PORTS AND CATEGCOMMUNICATIONS DEVICE BOX - MOUNTED 4” O.C. ABOVE BACKSPLASH. (VERIFY HEIGHT WITH ARCHITECTURAL ELEVATIONS). DS GENERAL WIRING SYMBOLS OJ JUNCTION BOX AL JUNCTION BOX - WALL MOUNTED WAP T WIRING RUN CONCEALED IN BUILDING STRUCTURE ® UNLESS OTHERWISE NOTED ON DRAWINGS PROJECTOR AND PROJECTOR MOUNT - WIRING RUN CONCEALED UNDER SLAB OR BELOW GRADE 14 UNLESS OTHERWISE NOTED ON DRAWINGS G /10- INDICATES WIRE SIZE IF OTHER THAN #12AWG BAS LINE OR PHASE CONDUCTOR CROSSMARKS INDICATE L„ NEUTRAL CONDUCTOR QUANTITY AND USE AL GROUNDING CONDUCTOR OF CONDUCTORS -------2 ARROWHEAD INDICATES HOMERUN TO EQUIPMENT/DEVICE PPA END ERE NOTED) NUMBER CE CAM INDICATES CIRCUIT WITHIN EQUIPMENT/DEVI, NOTED. WM CONDUIT TURN UP FROM BELOW SLAB IDR OR BELOW FLOOR LEVEL IDEM CONDUIT TURN DOWN FROM CEILING OR THROUGH ROOF INTERCOM/CLOCK SYSTEM (SEE DETAIL 3/E1.63 OI Z1 70V INTERCOM SPEAKER - CEILING MOUNTED (INDICATES ZONE, TYPICAL) w-0 70V INTERCOM SPEAKER - WALL MOUNTED (INDICATES EXTERIOR WEATHERPROOF) �c (IIP DIGITAL CLOGE CK/INTERCOM SPEAKER COMBINATION Co--- IP DIGITAL CLOCK/INTERCOM - CEILING MOUNTED DOUBLE FACE 11 a„„ ._1e� �N71 COMMUNICATIONS DEVICE BOX. W = WALL PHONE HANDSET ONE CATEGORY 6 8P8C (RJ -45) AND ONE CATEGORY 6 CABLE. # = NUMBER ROF6CA BGS 6 8P8C (RJ -45) PORTS AND CATEGCOMMUNICATIONS DEVICE BOX - MOUNTED 4” O.C. ABOVE BACKSPLASH. (VERIFY HEIGHT WITH ARCHITECTURAL ELEVATIONS). DS DIGITAL SIGNAGE LOCATION, MOUNT WITH MONITOR TV TV LOCATION, MOUNT WITH MONITOR AL (SEE BELOW IN CLASSROOM A/V) WAP T WIRELESS ACCESS POINT. ® N=NUMBER OF CATEGORY 6A 8PBC (RJ -45) PORTS AND PROJECTOR AND PROJECTOR MOUNT - CATEGORY 8A CABLES 14 COMMUNICATIONS BISCUIT JACK CAM PROVIDE ONE CATEGORY 6 RJ -45 AND ONE BAS CATEGORY 6 CABLE (UNLESS OTHERWISE NOTED) AUX (CAM = COMMUNICATIONS BISCUIT JACK FOR SECURITY CAMERA) AL (BAS = BUILDING AUTOMATION SYSTEM LOCATION) -0LL (AUX = AUXILIARY, MISCELLANEOUS) EXT (EXT CAM = COMMUNICATIONS BISCUIT JACK FOR EXTERIOR SECURITY CAMERA) CAM SECURITY RELAY WM (WM = LIGHTING WIRELESS MANAGER) CLASSROOM AN SYSTEM (SEE DETAIL 8/E1.62 IR HDMI/VGA INPUT MODULE #1 - WALL MOUNTED REMOTESCREEN AND/OR HDMI/VGA INPUT MODULE #2 - WALL MOUNTED ® A/V CONTROLLER - WALL MOUNTED ® WIRELESS ASSISTED LISTENING ANTENNA PROJECTOR AND PROJECTOR MOUNT - WALL MOUNTED OR --ow PROMETHEAN DISPLAY. SEE NOTES ON DRAWINGS FOR CLARIFICATIONS. Os SPEAKER - RECESSED CEILING MOUNTED ® CEILING BOX FOR CLASSROOM A/V - CEILING MOUNTED AL ASSISTED LISTENING PORT -0LL MICROPHONE INPUT JACK LEFT AND RIGHT (XLR) - WALL MOUNTED INDICATED ON COMMUNICATIONS DEVICE IN ROOM IR REMOTE IR RECEIVER - WALL MOUNTED -OCR REMOTESCREEN AND/OR -0CRK LLUE E IUTSS - W MOND ® WIRELESS MICROPHONE REMOTE ANTENNA PORT ® WIRELESS ASSISTED LISTENING ANTENNA OS C P SPEAKER - CEILING OR PENDANT MOUNTED --ow SPEAKER - WALL MOUNTED OSUB SUBWOOFER SPEAKER - CEILING OR PENDANT MOUNTED -0SUB SUBWOOFER SPEAKER - WALL MOUNTED -0 AUXILIARY INPUT JACK - WALL MOUNTED IDHOC MICROPHONE INPUT JACK (XLR) - WALL MOUNTED -0LL MICROPHONE INPUT JACK LEFT AND RIGHT (XLR) - WALL MOUNTED __03.5 MICROPHONE INPUT JACK STEREO (3.5 mm) - WALL MOUNTED Lle a 71: = 11ek 7b1111 - �p VIDEO 00 LOCATION, PROVIDE RJ -45 OR HDMI AS 268 INDICAT D ON A/V DETAILS - WALL MOUNTED VIDEO INPUT,CORRESPONDS TO INPUT ON MATRIX SWITCHER, IF NO NUMBE IS SHOWN, THEN IT REPRESENTS A DIRECT INPUT. VIDEO OUTPUT, # CORRESPONDS TO OUTPUT ON MATRIX SWITCHER, IF NO NUMBER IS SHOWN, THEN IT REPRESENTS A DIRECT OUTPUT. __o LOCATION EISIGNAGE AOPRECESSED DEVICE B S,WCBRACKET(S�ND MEDIALAYER LOCATION OF N, RECESSED DEVICE BOX, AND WALL BRACKET INTRUSION DETECTION/ACCESS CONTROL SYSTEM ID DOOR CONTACT -OCR PROXIMITY CARD READER - WALL MOUNTED -0CRK PROXIMITY CARD READER W/KEYPAD - WALL MOUNTED - KP INTRUSION SYSTEM KEYPAD ENTRY DEVICE - WALL MOUNTED IDM MOTION SENSOR - CEILING MOUNTED IDMH DOOR MAGNETIC HOLD OPEN (SECURITY RELEASED) IDEL ELECTRIC RETRACTABLE LATCH CONNECTION (LATCH INCLUDED - WALL MOUNTED WITH DOOR HARDWARE) IDES ELECTRIC STRIKE CONNECTION (STRIKE INCLUDED WITH DOOR HARDWARE) IDHOC PENHARDCLOSER CONNECTION (CLOSER INCLUDED WITH DUCT SMOKE DETECTOR DOOR OVD VAPING DETECTOR - CEILING DETECTOR IDR SECURITY RELAY IDRX REQUEST TO EXIT (INCLUDED WITH DOOR HARDWARE, UNLESS IDR OTHERWISE NOTED) IDEM SECURITY PANIC BUTTON "LOCK DOWN" IDDR SECURITY DOOR RELEASE BUTTON IDMAG SECURITY MAGNETIC LOCK IDHT HIGH TEMP ALARM �1T DOOR 2 -WAY INTERCOM AND CAMERA - WALL MOUNTED �K BLUE VISUAL ONLY ALARM - WALL MOUNTED ® ACCESS CONTROL DOOR TAG - REFER TO ACCESS F CONTROL SCHEDULE VIDEO SURVEILLANCE SYSTEM O FIXED DOME CAMERA - RECESSED MOUNTED ^ (ARROW INDICATES DIRECTION OR FIELD—OF—VIEW) FIXED DOME CAMERA - POLE OR WALL MOUNTED W/BRACKET (ARROW INDICATES DIRECTION OR FIELD—OF—VIEW) ADJUSTABLE MULTI -LENS DOME CAMERA - SURFACE MOUNT (ARROWS INDICATES DIRECTION OR FIELD—OF—VIEW OF EACH LENS, A DOT IN THE CCENTER INDICATES LENS POINTED STRAIGHT DOWN, ARM INDICATES, INCLUSION OF A POLE OR WALL MOUNT BRACKET) PAN TILT ZOOM LENS CAMERA (ARM INDICATES, INCLUSION OF A POLE OR WALL MOUNT) ® CAMERA EQUIPMENT TAG - REFER TO CAMERA SCHEDULE -04 AUDIBLE/VISUAL ALARM - WALL MOUNTED �K VISUAL ONLY ALARM - WALL MOUNTED F' AUDIBLE/VISUAL ALARM - CEILING MOUNTED *0 STROBE ONLY ALARM - CEILING MOUNTED El MANUAL PULL STATION - WALL MOUNTED -Elc MANUAL PULL STATION W/ANNUNCIATING COVER WALL MOUNTED N IDD DUCT SMOKE DETECTOR WITH SAMPLING TUBES EDF/S FIRE SMOKE DAMPER - SEE DETAIL 8/M6.02 -0RTS REMOTE TEST SWITCH - WALL MOUNTED IDR SHUTDOWN RELAY [DMH DOOR MAGNETIC HOLD OPEN (FIRE AND SECURITY RELEASED) Qs SMOKE DETECTOR c OH FIXED TEMPERATURE AND RATE OF RISE HEAT DETECTOR IDT TAMPER SWITCH o IDF FLOW SWITCH F EDLP LOW PRESSURE SWITCH J 0 N o n 0m o w ^ h V - r N N w >" e WO J v O co ° J � O W c ' w ® a o Z \ F W J n ^ 2 E ^ a'o N w y = V � o O V e � m Q � J 0 N 0m o � Q N N C >" WO J O co ° J � O W z 0 w z J Z \ F W J z W u_ Q U z a'o R = W H M N SHEETTITLE ELECTRICAL SYMBOL SCHEDULE SHEET NUMBER E0.01 N o � Q N o w � x, SHEETTITLE ELECTRICAL SYMBOL SCHEDULE SHEET NUMBER E0.01 c . COMM. A/V .. .. III 88 0 .. 18'O.C. (2)REC. %.1 FF PoMARY TEACHER'S STATION M8b PLEASE ELIMINATE THE CONFIGURATIONS THAT DON'T OCCUR IN THIS PROJECT... COMM. .. .. 0 M ® 4'O.C. ABOVE BACKSPLASH OR " GFCI REG " COUNTERTOP IF NO BACKSPLASH REC. `,ABOVE COUNTER .. FF GFd 1) a ll COMM. REC. DFOE KICK STATION0 ® 2'O.C. FF H�H El WALL HANDSET 46'O.C. 4 ALL HANDSET FF ZK A/V . . CTRL. 0 LTG. SW. .. SPEAKER MOUNT ABOVE DOOR HEADER + 2' TO BOTTOM OF LARGEST DEVICE - OR AS SHOWN ON PUNS .. (VERIFY WITH ELEVATION) 46'O.C. (a)CLASSROOM AV CTRL AND LIGHTING SWITCH FF 666$4 14'O.C. OR ABOVE DOOR AS SHOWN �JWALL SPEAKERFF b AUDIBLE N INTRUSION EXTERIOR (% OR ABOVE MAGETIC VISUAL /MS HOLD r Ew— 46'O.C. i CARD F ABO. DOORWAY RM F/A COMMAND ONLY ALARM ALARM OPEN (MHO) STATION READER ^ N MOUNT ABOVE HEADER TO BOTTOM ❑ ® ® D 80'O.C. 72' TOP -I�--T N V 5. OF DEVICE Lu0 J Q KE CLOCK m P Q d O F/A PULL W/COVER F/A PULL / ANNUNCIATOR ® ® MI 46'O.C. ob DkR �1 CONCRETE BLOCK MOUNTING COORDINATION OM "A.:. -a'OUT BOTTOM OF BLOCK - FOR MOUNTING N INTRUSION EXTERIOR INTERIOR KEYPAD Y_ r Ew— 46'O.C. i CARD N READER READER N Cm ` -° N V " ob DkR �1 CONCRETE BLOCK MOUNTING COORDINATION OM "A.:. -a'OUT BOTTOM OF BLOCK - FOR MOUNTING W/ KEYPAD FF 9 ECURINDOOR ACCESS KEYPAD AND CEb ARD READER FF L�L�,, CRK CR KP 10 BINATION WALL BRACKET ASSEMBLY DETAIL FF �1 12 UNG DEVICE LOCATION -COORDINATION DETAIL ID LE 7 CLASSROOM SPEAKER CLOCK A GENERAL NOTES A. ALL DIMENSIONS ARE TYPICAL UNLESS NOTED OTHERWISE ON PLANS. B. COORDINATE TYPICAL MOUNTING HEIGHTS WITH MOLDINGS, CHAIR RAIL, HEADERS, ETC. PRIOR TO ROUGH -IN, BRING TO ENGINEER'S ATTENTION ANY CONFLICTS WITH ARCHITECTURAL, STRUCTURAL, MECHANICAL, KITCHEN, ETC. ITEMS. N INTRUSION EXTERIOR INTERIOR KEYPAD ❑O 0 Ew— 46'O.C. CARD CARD N READER READER W/ KEYPAD FF 9 ECURINDOOR ACCESS KEYPAD AND CEb ARD READER FF L�L�,, CRK CR KP 10 BINATION WALL BRACKET ASSEMBLY DETAIL FF �1 12 UNG DEVICE LOCATION -COORDINATION DETAIL ID LE 7 CLASSROOM SPEAKER CLOCK A GENERAL NOTES A. ALL DIMENSIONS ARE TYPICAL UNLESS NOTED OTHERWISE ON PLANS. B. COORDINATE TYPICAL MOUNTING HEIGHTS WITH MOLDINGS, CHAIR RAIL, HEADERS, ETC. PRIOR TO ROUGH -IN, BRING TO ENGINEER'S ATTENTION ANY CONFLICTS WITH ARCHITECTURAL, STRUCTURAL, MECHANICAL, KITCHEN, ETC. ITEMS. O� N O N � N O M Q c� N N = N Cm ` -° N V " Lu0 J Q O m P Q d O N W Z N W J Z \ F W J o u_ Q U z Q o� = Lu H E N a, u � c a Qpm O� � N Q c� = Cm N C " Lu0 J Q O m P Q JOC Q O N W Z W J Z \ F W J Z W u_ Q U z Q o� = Lu H M N Iii n � N Q c� W N JOB NUMBER: 2111 DRAWN BY: CHECKED BY: SHEET TITLE COMMON DEVICE GROUPING AND MOUNTING HEIGHTS SHEEP NUMBER E0.02 FINISH GRADE TO CONDITIONS AS SHOWN ON FI ARCHTTECTURAL/CIVIL DRAWINGS \' 6" WIDE X 15 MIL THICK YELLOW PLASTIC INDICATOR TME MARKED 'ELECTRICAL' N \� \ \ / Q JLL COMPACTED BACKFILL f� SAND BEDDING MATERIAL .,�',O•.:'' ELECTRICAL CONDUIT (SEE PLAN DRAWINGS OR ONE UNE DIAGRAM FOR ACTUAL QUANTITY AND SIZE OF CONDUITS) DETAIL 1/T1.02 TRENCH FOR ELECTRICAL CIRCUITS SECONDARY POWER OR SIGNAL CIRCUITS SCA -E: 1"-1'-0" DETAIL 2/T1.02 TYPE IL JUNCTION BOX SCALE: NONE NOTE: CONDUITS ARE SHOWN DIAGRAMATICALLY. SEE PLAN DRAWING FOR ACTUAL CONDUIT QUANTITIES AND SIZES. PROVIDE CUSTOMER WITH KEY FOR UD. I � a e » o E a, 'c+Q 0� 0� = Cm C N " w0 J Q O m P Q J Q 0 p W Z Z J Z \ W W J C Z W 'LLn CQ U z Q o� = Lu H M N JOB NUMBER: 2111 DRAWN BY: CHECKED BY: SHEETTITLE ELECTRICAL SITE DETAILS SHEET NUMBER E0003 PARTIAL ELECTRICAL SITE PLAN HAMLIN MIDDLE SCHOOL SCAT F: 1/16"=l' -D" SHEET NOTES 1. PROVIDE 2 -STRANDS OF SINGLE -MODE FIBER FROM EXISTING ENCLOSURE MOUNTED ON EXISTING LIGHT POLE TO NEW WALL RACK IN TELECOM ROOM. FUSION SPLICE FIBER TO 2 OF 4 EXISTING SPARE STRANDS IN ENCLOSURE, AT LIGHT POLE & TERMINATE (WITH LC CONNECTORS) IN FIBER PATCH PANEL IN TELECOM ROOM. 2. STUB SPARE CONDUITS OUT TO APPROXIMATE LOCATION SHOWN. CAP AND MARK FOR FUTURE EXTENSION. 00 N O N 0� O M Q c� N N 2 m N ` -° N V WD J Qm 0 I= P Q d � O W Z N Z J Z \ e W ® o N CQ U 0 Q n n 2 2 E ^ w V Q C r d Q r m 00 0� Q c� 2 m N C WD J Qm 0 I= P Q J Q � O W Z Z J Z \ W W Z 'LLn CQ U z Q �o FE 2 H I M ✓> di Q c� D w JOB NUMBER: 2111 DRAWN BY: CHECKED BY: SHEET TITLE ELECTRICAL SITE PLAN SHEEP NUMBER V 200A Main Lugs Surface Mounted Indoor Enclosure w dh Lockable Door 10KAIC CIRCUIT BREAKER PANELBOARD SCHEDULE Panel BLR 200 Amp, 208YI120 Volt, 3 chase, 4 Wre Client BBT No 2111 Revision_ 8/12/21 Section 1 of 2 tltl1121111VANeL CLKXIam LOAD DESCRIPTION 5550 4200 Breaker Type circuit Grcult KVA (A MRS) KVA (AMPS) Total KVA 45.86 Circuit = 2.17 Total KVA Sections 1 8 2 63.86 LOADDESCRIPTION 3P-20RA Main Breaker Ckt. Derrentl Surface Mounted Breaker We KVA Pole Phase Fhase Phase Pole KVA Wire Breaker 1 P Demand CM. # Type Item Type Size (A MRS) # A B C # (AMPS) Size Type Item Type # 0.72 (6.00) 5 ............ ..... ........... Mises Continuous 1.44 (12.00) 6 0.72 (6.00) 881 1P20A LOCKER RECEPTACLES Rao 005 49 Rec LOCKER RECEPTACLES 1 P #12 (6 DO) 7 1 44 (1200) 8 1 (7339) 1 P LOCKER RECEPTACLES 2 (0.39) #12 1R20A EF -4 HVAC 2 0.72 (6.00) 9 c 144 (12.00) 1 2628 0.72 11 (6.00) 1 #12 11 78 LOCKER RECEPTACLES Rao 52 53 Rec. LOCKERRECEPTACLES 1P -20A #12 1 HVAC CLLi 3P90A 7X2 (73.00) 3 #12 (98.13) LOCKER RECEPTACLES 4 6.03 55 Rec. LOCKER RECEPTACLES 1P -20A #12 (6.00) 13 (12.00) 14 (29.00) 718 2P�OA W+1 HVAC 4 57 Rea LOCKER RECEPTACLES 1P -20A #12 0.72 (6.00) 15 1.44 (12.00) 16 5 #12 1P -20A (96 13) 6 58 59 1 Rec I LOCKER RECEPTACLES 1P -20A #12 4.50 17 9.00 18 022 1P -20A LOCKER RECEPTACLES Rec 018 61 Rec. LOCKER RECEPTACLES 1P -20A #12 (4.50) 19 1 08 (9.00) 0.08 7 (1.85) 1P -20A LOCKER RECEPTACLES 8 (1.50) #12 1P20A EF -3 HVAC 8 7 HVAC FCLL2 2P15A#12 (0.40) 0.72 (6.00) #12 0.64 OFFICE RECEPTACLES Rao 0.60 65 Rec RECEPTACLES 1 P #12 4.50 23 9.00 24 9 #12 (5.35) RECEPTACLES to (5.00) #12 1 R DF -1 HVAC 10 0.90 (7.50) 25 0.90 (7.50) 044 11 1 P (682) 12 (5.00) #12 1 R DF -2 HVAC 12 11 HVAC 'CU -3 2P -20A #12 (210) 121 1 1P -20A Spare 1.00 71 Spare 1P20A 29 (0 00) 30 13 (10.12) 1 P 20A Spare 14 (8.30) #12 1P20A DFk2 HVAC 14 15 HVAC DH -1 1 R #12 1.00 (8 30) 15 1 08 (8.99) Spare 16 008 (069) #12 1P -20A EF -6 HVAC 16 33 000 (0.00) 0.08 1P -20A 012 76 ]] S are 1P -20A 17 HVAC E=2 IP -20A #12 (0.69) 17 1P -20A (1.04) 18 0.08 (0.40) #12 2P -15A FCU -7 HVAC 18 37 000 (0.00) 38 0.08 1P -20A Spare 80 81 Spare 1P -20A 0.08 19 (069) 000 (0.00) 20 40 1P -20A Spare 19 HVAC FCLL4 2P15A#12 (0.40) 21 (217) 22 044 (2.10) #12 2P -20A FCLL8 HVAC 22 044 044 23 (364) 24 23 HVAC FCLL5 2P -20A #12 (2.10) 25 (2.34) 26 0.12 (060) #12 2P -20A FCU -6 HVAC 26 1.00 1.06 27 HVAC I OR 1P20A #12 (8.30) 1 27 1 (8.82) 1 1 28 2 J4 sc 29 HVAC EF -5 1P -20A 112 (062) 29 (1762) 30 (1700) #10 1P -30A HAND DRYER I>Cmd 30 2 10 2 04 6c. 0-12 31 (1752) 32 (1700) #10 1P -20A HAND DRYER 2 NLCont. 32 31 HVAC FCLLi 2P -20A #12 (060) 0.63 0.56 WE TL KERR M 33 5.21 34 469 #12 1P -20A LIGHTING Light 34 35 HVAC EF -1 1R20A #12 (062) 35 (531) 36 (469) #12 1 R20 LIGHTING Light 36 0.31 031 37 Light EXTERIOR LIGHTING 1P -20A #12 (2.56) 37 (2.56) 38 1P -20A Spare 38 39 Light LIGHTING 1P -20A #12 2.50 39 7.50 40 5.00 #12 1P -20A RECEPTACLES Rec. 40 41 Spare 1P -20A 41 5.00 42 5.00 #12 1P -20A RECFFrACLES Rec. 42 tltl1121111VANeL CLKXIam Ampa 1302 1634 t651 5550 4200 Breaker Type KVA 1302 16.34 1651 Grcult KVA (A MRS) Pole # Total KVA 45.86 (AMPS) = 2.17 Total KVA Sections 1 8 2 63.86 Grcult KVA (AMPS) 0.72 (6.00) 0.]2 (6.00) 3P-20RA Main Breaker CIRCUIT BREAKER Client BBT Surface Mounted PANELBOARD SCHEDULE No 2111 Indoor Enclosure w th Lockable Door Panel BLR Revision: 8/12/21 10KAIC 200 Amp, 20BY/120 Volt, 3 ones e, 4Wre Section 2 of 2 Ckl. # BBI 11 \PANEL LOADDESCRIPTION 5550 4200 Breaker Type Wre Size Grcult KVA (A MRS) Pole # KVA (AMPS) = 2.17 Pole # 2 4 Grcult KVA (AMPS) 0.72 (6.00) 0.]2 (6.00) Wre Size #12 #12 Breaker Type 1 P 1P -20A LOADDESCRIPTION 0-10KVA CM. # 44 46 Denentl Type Item Phase A %lase B chase I C Item LOCKER RECEPTACLES LOCKER RECEPTACLES Demand Type Rec Rao 43 Rec LOCKER RECEPTACLES 1 P #12 0.72 (6 DO) 1 1.44 (1200) x 45 Rao LOCKER RECEPTACLES IP -20A #12 0.72 (6.00) 3 HVAC Equipment 144 (12.00) 47 Rao LOCKER RECEPTACLES 1P20A #12 0.72 (6.00) 5 ............ ..... ........... Mises Continuous 1.44 (12.00) 6 0.72 (6.00) #12 1P20A LOCKER RECEPTACLES Rao 48 49 Rec LOCKER RECEPTACLES 1 P #12 (6 DO) 7 1 44 (1200) 8 u r2 (6.00) #12 1 P LOCKER RECEPTACLES Rec 50 51 Rao. LOCKER RECEPTACLES 1P20A #12 0.72 (6.00) 9 c 144 (12.00) 1 10 0.72 11 (6.00) 1 #12 1P20A LOCKER RECEPTACLES Rao 52 53 Rec. LOCKERRECEPTACLES 1P -20A #12 6.00 11 1 4a 1200 12 6.00 #12 1P -20A LOCKER RECEPTACLES Rec. 54 55 Rec. LOCKER RECEPTACLES 1P -20A #12 (6.00) 13 (12.00) 14 (6.00) #12 1P -20A LOCKER RECEPTACLES Rec. 56 57 Rea LOCKER RECEPTACLES 1P -20A #12 0.72 (6.00) 15 1.44 (12.00) 16 0.72 (6.00) #12 1P -20A LOCKER RECEPTACLES Rea 58 59 1 Rec I LOCKER RECEPTACLES 1P -20A #12 4.50 17 9.00 18 #12 1P -20A LOCKER RECEPTACLES Rec 60 61 Rec. LOCKER RECEPTACLES 1P -20A #12 (4.50) 19 1 08 (9.00) 20 _4_50L (4.50) #12 1P -20A LOCKER RECEPTACLES Rec. 62 63 Rao OFFICE RECEPTACLES 1P -20A #12 0.72 (6.00) 21 144 (12.00) 22 0.72 (6.00) #12 1P -20A OFFICE RECEPTACLES Rao 64 65 Rec RECEPTACLES 1 P #12 4.50 23 9.00 24 4.50 #12 1 R RECEPTACLES Rec 1 66 67 Rec R TR M RECEPTACLES 1 P #12 0.90 (7.50) 25 0.90 (7.50) 26 1 P Spare 68 69 Rao FEI ELE R L ROOM RECEPTACLES IP -20A 1 #12 0.90 1 (7.50) 27 0.90 (7.50) 28 1 1P -20A Spare 70 71 Spare 1P20A 29 (0 00) 30 1 P 20A Spare 72 73 Spare 1P -20A 31 00 (000) 32 1P -20A Spare 74 75 Spare 1P -20A 33 000 (0.00) 34 1P -20A Spare 76 ]] S are 1P -20A 35 0.00 36 1P -20A S are 78 79 Spare 1P -20A 37 000 (0.00) 38 1P -20A Spare 80 81 Spare 1P -20A 39 000 (0.00) 40 1P -20A Spare 82 83 c ---- are BBT12111\PANEL BLR xIam Amps5250 5550 4200 Demand Factor KVA 6.30 6.66 5.04 1.73 Total KVA 18.00 = 2.17 Total KVA Sections 18.2 8 2 63.86 = DEMAND LOAD CALCULATION � 0-10KVA Panel BLR x 1 Revision: 8/12/21 Pr jecC BBT2111 9.20 .......... .......... .......... ............ No.2111 Location: Hamlin Middle School Voltage. 208Y/120 Volt - 4.60 ............ ........ ........... 3 Phase, 4 Wre Sections 1 and 2 M o Load Type Connected Load (KVA) O Demand Factor Demand Load (KVA) Lighting 1.73 x 1.25 = 2.17 Receptacles_. m = m � 0-10KVA 10.00 x 1 = 10.00 >10 KVA .......... 9.20 .......... .......... .......... ............ x 0.5 ............ ............ - 4.60 ............ ........ ........... Motors N M o w Largest v x 1.25 = Other x 1 = HVAC Equipment 38.85 __. _._ _._ _._ x _._ 1 = 38.85 Kitchen Equipment .......... .......... .......... .......... ............ x 1- ............ .......... ............ ..... ........... Mises Continuous o x 1.25 - Misc. Non -Continuous 4.08 x 1 - 4.08 Total Connected Load: 63.86 N o^, Total Demand Load: 59.70 Amperes: 165.8 I J 00 N O m O o n F N m = m � N H N V j o m J O N M o w � v H � n ~ Z III c C Z O N J N o U Z aW = E E N o^, V o Q p D v c w Q � m J 00 p N DRAWN BY: O = m H 6 n J O o O m a H a o W Z III Z Z r w J LUQ LL (� U Z aW .0of N CL W H p N DRAWN BY: CHECKED BY: Q N m O W h N X X JOB NUMBER: 2111 DRAWN BY: CHECKED BY: SHEET TITLE POWER PLAN SHEET NUMBER E 1 .02 GENERAL NOTES A. FAULT CURRENT CALCULATIONS AND AIC RATINGS ARE SHOWN ON THE PANEL SCHEDULE SHEETS ON THE PANEL SCHEDULES AND THE FAULT CURRENT CALCULATION TABLE. AVAILABLE FAULT CURRENTS SHOWN THERE ARE BASED ON AN ASSUMED UTILITY TRANSFORMER SIZE. ACTUAL AVAILABLE FAULT CURRENTS SHALL BE DETERMINED AS PART OF THE ELECTRICAL SYSTEM REPORTS. ALL EQUIPMENT SHALL BE RATED AT LEAST 125% OF THE AVAILABLE FAULT CURRENT CALCULATED IN THE ELECTRICAL SYSTEM REPORTS. EXISTING AIC RATINGS ONLY ARE INDICATED ON THIS PLAN. B. SEE FEEDER SCHEDULE ON THIS SHEET FOR FEEDER INFORMATION. FROM UTILITY POLE (SEE SHEET E1.01 FOR CONTINUATION) BY UTILITY. SHEET NOTES 1. SEE PANELBOARD CIRCUIT SCHEDULES SHEETS E1.12 THROUGH E1.17 FOR BRANCH CIRCUIT INFORMATION. 2. METERING MAY BE PROVIDED IN SWITCHGEAR / PANELBOARD OR AS A STANDALONE UNIT. PROVIDE DATA CIRCUIT TO METER UNIT. PROVIDE 120V POWER CIRCUIT IF UNIT(S) ARE STANDALONE. PROVIDE THREE PHASE CURRENT METERING ON BREAKER AS INDICATED. ELECTRONIC METERING RECORDER/INTERFACE MAY BE LOCATED IN PANEL ADJACENT TO OR INTEGRAL TO SWITCHBOARD. PROVIDE CURRENT TRANSFORMERS OR CURRENT TRANSMITTERS AS NEEDED FOR BREAKER NOMINAL CURRENT TO BE 50% TO 80% OF FULL SCALE OF RECORDING CURRENT METERING SYSTEM INPUTS. PROVIDE MANUFACTURER RECOMMENDED CABLING BETWEEN TRANSMITTERS AND RECORDING DEVICE. ROUTE ALL CONDUCTORS AND CABLES NOT CONTAINED WITHIN ELECTRICAL EQUIPMENT IN CONDUIT, MINIMUM OF 1 " SIZE. DATA COMMUNICATIONS CABLES MAY BE DAISY -CHAINED IF MANUFACTURER ALLOWS. LIMIT RUNS TO 100' OR LESS. 3. PROVIDE PROVISION(S) (BUS TIE BARS, MOUNTING HARDWARE) FOR FUTURE CIRCUIT BREAKER(S) IN REMAINING SPACE OF DISTRIBUTION PANELBOARD(S), SWITCHBOARDS. 4. SEE GROUNDING PLAN SHEET E4.02 FOR FURTHER INFORMATION. F 13P-1600A (GFP RELT 48OV SUSE I I 1800N LSI) F ------=It UTIUTIY (UEC) TRANSFORMER I 480Y/277V, 3 PHASE, 4 WIRE, I PADMOUNT TRANSFORMER BY UTILITY = PAD AND VAULT BY CONTRACTOR Cm --� TO UTILITY REQUIREMENTS (SEE DETAIL 10/EO.03). N C UNDERGROUND SECONDARY CIRCUIT. 6-5' w0 J CONDUIT ONLY (1 SPARE), TRENCHING AND Q O m BACKFILL BY CONTRACTOR TO UTILITY 1600A, NEMA 3R, EUSERC METERING INCOMING QO REQUIREMENTS. CONDUCTORS BY UTILITY. ENCLOSURE WITH DISTRIBUTION SECTION 3P -400A LSI ) 1 1/4" CONDUIT, TRENCHING AND BACKFILL BY SECTION, BY CONTRACTOR TO - - CONTRACTOR TO UTILTY REQUIREMENTS. UTILITY REQUIREMENTS. METERING 3P -225A I CONDUCTORS BY UDLTY. 3P -175A SECTION 3P -100A LSI C.T.'S BY UTILITY, LSI ) 3P—SOA - METER BASE AND ENCLOSURE BY CONTRACTOR INSTALLED BY CONTRACTOR. LSI 3P -70A I I TO UTILITY REQUIREMENTS. 3P -250A LSI I LSI ) I I M I METER BY UTILITY. LSI 3P -30A LSI 3P -225A LSI 3P —600A LSI -- SERVICE POINT SHEET NOTES 1. SEE PANELBOARD CIRCUIT SCHEDULES SHEETS E1.12 THROUGH E1.17 FOR BRANCH CIRCUIT INFORMATION. 2. METERING MAY BE PROVIDED IN SWITCHGEAR / PANELBOARD OR AS A STANDALONE UNIT. PROVIDE DATA CIRCUIT TO METER UNIT. PROVIDE 120V POWER CIRCUIT IF UNIT(S) ARE STANDALONE. PROVIDE THREE PHASE CURRENT METERING ON BREAKER AS INDICATED. ELECTRONIC METERING RECORDER/INTERFACE MAY BE LOCATED IN PANEL ADJACENT TO OR INTEGRAL TO SWITCHBOARD. PROVIDE CURRENT TRANSFORMERS OR CURRENT TRANSMITTERS AS NEEDED FOR BREAKER NOMINAL CURRENT TO BE 50% TO 80% OF FULL SCALE OF RECORDING CURRENT METERING SYSTEM INPUTS. PROVIDE MANUFACTURER RECOMMENDED CABLING BETWEEN TRANSMITTERS AND RECORDING DEVICE. ROUTE ALL CONDUCTORS AND CABLES NOT CONTAINED WITHIN ELECTRICAL EQUIPMENT IN CONDUIT, MINIMUM OF 1 " SIZE. DATA COMMUNICATIONS CABLES MAY BE DAISY -CHAINED IF MANUFACTURER ALLOWS. LIMIT RUNS TO 100' OR LESS. 3. PROVIDE PROVISION(S) (BUS TIE BARS, MOUNTING HARDWARE) FOR FUTURE CIRCUIT BREAKER(S) IN REMAINING SPACE OF DISTRIBUTION PANELBOARD(S), SWITCHBOARDS. 4. SEE GROUNDING PLAN SHEET E4.02 FOR FURTHER INFORMATION. F 13P-1600A (GFP RELT 48OV SUSE I I 1800N LSI) MAIN DISTRIBUTION SWITCHBOARD 'MDS' (NEMA 3R) DISTRIBUTION SECTION 1800A 480Y/277 VOLT, 3 PHASE, 4 WIRE, SUSE = Cm N C " w0 J Q O m P QO SURGE PROTECTNE 3P -400A LSI ) 3P -175A LSI 3P -175A ) LSI 3P -200A LSI 3P -150A LSI 3P -225A ) LSI 3P -175A LSI ) 3P -200A LSI ) ) 3P -225A LSI ) 3P -175A LSI ) 3P -100A LSI 3P -100A LSI ) 3P—SOA LSI ) 3P—SOA LSI 3P -70A LSI ) 3P -250A LSI 3P -125A LSI ) 3P -80A LSI 3P -30A LSI 3P -225A LSI 3P —600A LSI I g II 480V 480V 480V 480V 480V 480V 480V 480V 480V 480V 480V 480V 480V 480V 480V 480V 480V 480V 480V 480V 480V `E� 5T)YPES IG I — — — — — — -I NOTE 2 — ---- NOTE 2 — — NOTE 2 — NOTE 2— —NOTE 2— ---- NOTE 2 ---- e NOTE 2 ---- — — NOTE 2 e— NOTE 2 — —NOTE 2 NOTE 2— NOTE 2 ----- —NOTE 2 NOTE 2 ---- — NOTE 2 NOTE 2 ----- NOTE 2 ----- NOTE 2 NOTE 2 -------- ----- NOTE 2 NOTE 2 ----- NOTE 4 EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING FEEDER FEEDER FEEDER FEEDER FEEDER FEEDER FEEDER FEEDER FEEDER FEEDER FEEDER FEEDER FEEDER FEEDER FEEDER FEEDER FEEDER FEEDER FEEDER FEEDER FEEDER L� L 1 1 L l � 1 1 L r 1 1 L L � L L I I I I I I I I I I I I I I I I I IXISTNG EXISTING I I I I I I I I I I I I I I I I I TRASH CHILLER L__J L__J L__J L__J L__J L__J L__J L__J L__J L__J L__J L__J L__J L__J L__J L__J L COMPACTOR EXISTING PANEL EXISTING PANEL EXISTING PANEL EXISTING PANEL EXISTING PANEL EXISTING PANEL EXISTING PANEL EXISTING PANEL EXISTING PANEL EXISTING PANEL EXISTING PANEL EXISTING PANEL EXISTING PANEL EXISTING PANEL EXISTING PANEL EXISTING PANEL EXISTING PANEL 400 AMP 250 AMP 250 AMP 250 AMP 250 AMP 250 AMP 250 AMP 250 AMP 250 AMP 250 AMP 250 AMP 250 AMP 250 AMP 250 AMP 250 AMP 250 AMP 250 AMP 250 AMP 250 AMP (NOTE 1) (NOTE 1) (NOTE 1) (NOTE 1) (NOTE 1) (NOTE 1) (NOTE 1) (NOTE 1) (NOTE 1) (NOTE 1) (NOTE 1) (NOTE 1) (NOTE 1) (NOTE 1) (NOTE 1) (NOTE 1) (NOTE 1) (NOTE 1) (NOTE 1) ELECTRICAL ONE LINE DIAGRAM HAMLIN MIDDLE SCHOOL — N N 1 � n V y n I � a H Cc ° ® o y ° n E a, C� 0� = Cm N C " w0 J Q O m P QO W z z J Z \ W W J C Z W U z QLuo� Q = H M N JOB NUMBER: 2111 DRAWN BY: CHECKED BY: SHEETTITLE ONE LINE DIAGRAM SHEEP NUMBER E 1 0l 0 DD^ +10'-/00' DD Q+10'-0• h+10' -D" r DD \ CFE M M N J rig C1 FAI t•J DD Q+10'-0" Type O N y1xxx No, of ix, n / F N N �jl I I I I I I I I L_J _J _J _J _J__J _J _J _J I I _J__J I IL Catalog Number _-i F-_ Lumens Lamp Type Ballast Type —� O ,t O ,1 O — / Mark —� LU J Lams �- —--T--T--, �— 1 36 BLR'� — lJJ ----- - - ---L --:3 1 11 LED, COMMERICAL, 1'X4' RECTANGULAR RECESSED, NEMA G, � I I I o I I � �— _� 34 BLR Ix 7-9 B7 81 J B1 I O O O k_ LU14A-35MO-Gl-277-iC-W — � _J L_ 0-10V DIMMING LED FIXTURES WITH'EM' DESIGNATION ARE CONNECTED Al 22GA ROLLED STEEL HOUSING, LATCHING LENS ACCESIBLE FROM BELOW, — d n t 3089 LED 3500K X7, 1 �1 1 ® 1 O an an M METALUX ®a _J N x L_ zxO TO AN INVERTER OR BATTERY BACKED o B1 F — T — _T_ Az Az — Al05 I\/ I I I O O O LED, COMMERICAL, 2'X4' RECTANGULAR RECESSED, NEMA G, 22GA ROLLED STEEL O ® O o D' Q � h+10' -D" r DD \ CFE M M N J rig C1 FAI t•J DD Q+10'-0" h+10,-0" Type O N DD No, of o n / F N N �jl I I I I I I I I L_J _J _J _J _J__J _J _J _J I I _J__J I IL Catalog Number N Lumens Lamp Type Ballast Type Input Watts / Mark n LU J Lams �- M 36 BLR'� — lJJ ----- - - ---L --:3 a LED, COMMERICAL, 1'X4' RECTANGULAR RECESSED, NEMA G, � —--T--T--, � �— Ix 7-9 11 LU14A-35MO-Gl-277-iC-W — � o 0-10V DIMMING LED FIXTURES WITH'EM' DESIGNATION ARE CONNECTED Al 22GA ROLLED STEEL HOUSING, LATCHING LENS ACCESIBLE FROM BELOW, — d n 1 3089 LED 3500K E 131 an an M METALUX 14RLN-LD5-31-277-L835-CD1 _J N x L_ V TO AN INVERTER OR BATTERY BACKED o B1 F — T — _T_ _T_ 1 I I I LED, COMMERICAL, 2'X4' RECTANGULAR RECESSED, NEMA G, 22GA ROLLED STEEL O ® O m Q � PINNACLE LU24A-35M0-G1-277-1 D -W a FIXTURES WITH'EM' DESIGNATION ARE CONNECTED A2 HOUSING, LATCHING LENS ACCESIBLE FROM BELOW, EXTRUDED ACRYLIC LENS, V% AtrE�o A2 0 A2 3663 LED 3500K . 408 METALUX 24RLN-LD5-36-277-L835-HCD1 O O DRIVER TO AN INVERTER OR BATTERY BACKED 120 VOLT, S YEAR WARRANTY O QED) LED, COMMERCIAL, 5" X4' SURFACE MOUNT/ PENDANT CABLE SUSPENDED, FROSTED h+10,-0" BASEBALL LOCKER ROOM LIGHTING PLAN HAMLIN MIDDLE SCHOOL SCALE: 1/4"=1'-0" GENERAL NOTES A. SEE SHEET EO.02 FOR MOUNTING HEIGHT AND DEVICE GROUPING DETAILS. PRIOR TO ROUGH—IN: VERIFY EACH DEVICE LOCATION WITH THE REFLECTED CEILING PLAN, ARCHITECTURAL INTERIOR/EXTERIOR ELEVATIONS, AND CASEWORK SHOP DRAWINGS AND/OR CASEWORK INSTALLER. NOTE ANY CONFLICTS IN LOCATIONS, INCLUDING CONFLICTS WITH SEAMS/BREAKS, IN ARCHITECTURAL MATERIALS, AND NOTIFY THE ENGINEER (FOR ISSUES THAT CANNOT BE RESOLVED ON SITE). B. CONTRACTOR SHALL MARK THE EXTERIOR OF EACH JUNCTION BOX WITH PANEL 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 DAMAGE. D. NOT ALL PARTS MAY BE SHOWN. THE CONTRACTOR IS RESPONSIBLE FOR A COMPLETE WORKING INSTALLATION, INCLUDING ANY MISCELLANEOUS APPURTENANCES NECESSARY. E. SEE SHEET E1.20 FOR OCCUPANCY, DAYLIGHTING, AND LOW VOLTAGE DIMMING WIRING DIAGRAM DETAILS. I ROUTE EXTERIOR CIRCUIT VIA EXTERIOR LIGHTING CONTROL SYSTEM. G. MOUNT LIGHTING CONTROLLERS IN ANY ACCESSIBLE CEILING SPACE, NO HIGHER THAN +12' ABOVE GRID. DD PROVIDE REFLECTIVE STICKERS ON CEILING GRID RIB TO INDICATE CONTROLLERS' LOCATION. COORDINATE +1o'-0' WITH MAINTENANCE SUPERVISOR FOR COLORS AND TYPES OF STICKER. SHEET NOTES INTERIOR LUMINAIRES Type O N DD No, of o n / F N N Description Manufacturer Catalog Number N Lumens Lamp Type Ballast Type Input Watts / Mark n LU J Lams M w ----- - - ---L --:3 a LED, COMMERICAL, 1'X4' RECTANGULAR RECESSED, NEMA G, � BASEBALL LOCKER ROOM LIGHTING PLAN HAMLIN MIDDLE SCHOOL SCALE: 1/4"=1'-0" GENERAL NOTES A. SEE SHEET EO.02 FOR MOUNTING HEIGHT AND DEVICE GROUPING DETAILS. PRIOR TO ROUGH—IN: VERIFY EACH DEVICE LOCATION WITH THE REFLECTED CEILING PLAN, ARCHITECTURAL INTERIOR/EXTERIOR ELEVATIONS, AND CASEWORK SHOP DRAWINGS AND/OR CASEWORK INSTALLER. NOTE ANY CONFLICTS IN LOCATIONS, INCLUDING CONFLICTS WITH SEAMS/BREAKS, IN ARCHITECTURAL MATERIALS, AND NOTIFY THE ENGINEER (FOR ISSUES THAT CANNOT BE RESOLVED ON SITE). B. CONTRACTOR SHALL MARK THE EXTERIOR OF EACH JUNCTION BOX WITH PANEL 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 DAMAGE. D. NOT ALL PARTS MAY BE SHOWN. THE CONTRACTOR IS RESPONSIBLE FOR A COMPLETE WORKING INSTALLATION, INCLUDING ANY MISCELLANEOUS APPURTENANCES NECESSARY. E. SEE SHEET E1.20 FOR OCCUPANCY, DAYLIGHTING, AND LOW VOLTAGE DIMMING WIRING DIAGRAM DETAILS. I ROUTE EXTERIOR CIRCUIT VIA EXTERIOR LIGHTING CONTROL SYSTEM. G. MOUNT LIGHTING CONTROLLERS IN ANY ACCESSIBLE CEILING SPACE, NO HIGHER THAN +12' ABOVE GRID. DD PROVIDE REFLECTIVE STICKERS ON CEILING GRID RIB TO INDICATE CONTROLLERS' LOCATION. COORDINATE +1o'-0' WITH MAINTENANCE SUPERVISOR FOR COLORS AND TYPES OF STICKER. SHEET NOTES INTERIOR LUMINAIRES Type O N O� No, of o n F N N Description Manufacturer Catalog Number N Lumens Lamp Type Ballast Type Input Watts Remarks Mark n LU J Lams M w d a LED, COMMERICAL, 1'X4' RECTANGULAR RECESSED, NEMA G, � N � a Ix _ PINNACLE LU14A-35MO-Gl-277-iC-W — � o 0-10V DIMMING LED FIXTURES WITH'EM' DESIGNATION ARE CONNECTED Al 22GA ROLLED STEEL HOUSING, LATCHING LENS ACCESIBLE FROM BELOW, n 1 3089 LED 3500K E 35.8 = H M METALUX 14RLN-LD5-31-277-L835-CD1 N x DRIVER V TO AN INVERTER OR BATTERY BACKED o EXTRUDED ACRYLIC LENS, 120 VOLT, 5 YEAR WARRANTY x � O 9 LED, COMMERICAL, 2'X4' RECTANGULAR RECESSED, NEMA G, 22GA ROLLED STEEL = m Q � PINNACLE LU24A-35M0-G1-277-1 D -W 0-10V DIMMING LED FIXTURES WITH'EM' DESIGNATION ARE CONNECTED A2 HOUSING, LATCHING LENS ACCESIBLE FROM BELOW, EXTRUDED ACRYLIC LENS, 1 3663 LED 3500K . 408 METALUX 24RLN-LD5-36-277-L835-HCD1 DRIVER TO AN INVERTER OR BATTERY BACKED 120 VOLT, S YEAR WARRANTY LED, COMMERCIAL, 5" X4' SURFACE MOUNT/ PENDANT CABLE SUSPENDED, FROSTED DAYBRITE LFR4FLPER37352DZT-SVCC60-UNV FIXTURES WITH'EM' DESIGNATION ARE CONNECTED 31 LINEAR LENS, 10% UPTIGHT, STEEL HOUSING, BAKED WHITE ACRYLIC MATTE, 120 1 3700 LED 3500K LED DRIVER 37 METALUX 4SNLE D-LD5-37SL-LW-UNV-L835-CD1SCA-XX TO AN INVERTER OR BATTERY BACKED VOLT, 5 YEAR WARRANTY LED, INDUSTRIAL, 6" X4' SURFACE MOUNT/ PENDANT CABLE SUSPENDED, VAPORTITE, - 4VT2LD44-FR50-UNV-L840-CD1 FIXTURES WITH'EM' DESIGNATION ARE CONNECTED C1 POLYCARBONATE LENS, MOLDED FIBERGLASS HOUSING, WHITE FINISH, METALUX 1 4366 LED 4000K LED DRIVER 38 VT2 CHAIN / SET -U TO AN INVERTER OR BATTERY BACKED 120/277 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 DD ALUMINUM TRAPEZOID HOUSING, CLEAR GLASS LENS, DARK BRONZE PAINT FINISH, ENT-E01-LED-E1-BL4-BZ 1 2613 LED 4000K LED INTEGRAL DRIVER 25 INVUE TO AN INVERTER OR BATTERY BACKED 120 VOLT, WET LISTED, 5 YEAR WARRANTY LED, COMMERCIAL, RECESSED, 4" ROUND DOWNLIGHT, CLEAR SEMI -SPECULAR L04B20D010 0-10V DIMMING LED FIXTURES WITH'EM' DESIGNATION ARE CONNECTED EE REFLECTOR, MEDIUM SPREAD, SELF FLANGED POLISHED, 120 VOLTS, 5 YEAR PORTFOLIOEU4B 1 2000 LED 4000K 11 10208040 4LBSM1H HB26 DRIVER TO AN INVERTER OR BATTERY BACKED WARRANT J O � O N O� o n F N N x In � N y V n LU J O M w d a o� � N � a Ix _ J Z — � o J W W 0 �a n � aLU = E w = H M Vf M N x 1�1 V o x � O 9 e = m Q � J O N DRAWN BY: O� W x In y L n LU J O O m P o� ao W Z Ix Z J Z LLJ w J W W 0 �a U aLU �a = H M Vf JOB NUMBER: N DRAWN BY: CHECKED BY: W H N Q N 0 O LU W N x x n x JOB NUMBER: 2111 DRAWN BY: CHECKED BY: SHEET TITLE LIGHTING PLAN SHEET NUMBER E2.01 F. — .— =@65 I BASEBALL LOCKER ROOM POWER PLAN HAMLIN MIDDLE SCHOOL SCALE: 1/4"=1'-0' 66@= N O N O� o / F �jx L 49� 49� 49� 51� 51� 51� 51� 53� 53�53�53J 1 1 1 1 I I IILX X54 X54 X54 X52 -JL-- -JL-s2 -JL- _L 50 _L 50__L s0-1 IL m � _7 7_ / =0561 491 155 150 V u --d - (NOTE 2) J O X=@471 155 148 W —d —� 56611 471 55 Lu W — 561 -L 59 T 59 T 59 471 1 9 1 155 11148 146 ix Z 1 Z sal 471 1 1 I 157 J — - L 61 _L 51 _L 61 J � __x x — Q X =@451 157& 146 W - d w 2 581 =@451 157& 146 _d _� �__x k- V 'X=@451 65 57 146 _ _J _J L _ L _ Q p 7lTs) s) 63 e 64 v Q � 66 +42 64 64 fi3 6s �> 40 42 64 63 +42' 63 F. — .— =@65 I BASEBALL LOCKER ROOM POWER PLAN HAMLIN MIDDLE SCHOOL SCALE: 1/4"=1'-0' 66@= GENERAL NOTES A. SEE SHEET EO.02 FOR MOUNTING HEIGHT AND DEVICE GROUPING DETAILS. PRIOR TO ROUGH—IN, VERIFY EACH DEVICE LOCATION WITH THE REFLECTED CEILING PLAN, ARCHITECTURAL INTERIOR/EXTERIOR ELEVATIONS, CASEWORK SHOP DRAWINGS AND/OR CASEWORK INSTALLER. NOTE ANY CONFLICTS IN LOCATIONS, INCLUDING CONFLICTS WITH SEAMS/BREAKS, IN ARCHITECTURAL MATERIALS AND 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 FOLLOW SOUND INSULATING PROCEDURES OUTLINED IN THE ARCHITECTURAL/ACOUSTICAL DRAWING AND SPECIFICATIONS. C. CONTRACTOR SHALL MARK THE EXTERIOR OF EACH JUNCTION BOX WITH PANEL AND CIRCUIT IDENTIFICATION NUMBERS FOR ALL CIRCUITS WITHIN, USING PERMANENT INK OR LABEL SYSTEM. ALL MARKINGS SHALL BE LEGIBLE AND NEAT. D. PROVIDE LABELING ON DEVICE PLATES AS REQUIRED IN SPECIFICATIONS FOR CONTROLLERS, ETC., MOUNTED ABOVE CEILINGS. PROVIDE REFLECTIVE STICKER ON CEILING GRID STRINGER TO INDICATE CONTROLLER LOCATIONS. E. CONDUIT WITH INDIVIDUAL INSULATED CONDUCTORS SHALL BE USED IN LIEU OF MC CABLE FOR ALL HOME RUNS AND ANY AREA THAT THE CONDUIT IS EXPOSED OR SUSCEPTIBLE TO DAMAGE. F. TAMPER PROOF, AFCI, AND GFCI RECEPTACLES ARE NOT SPECIFICALLY NOTED ON THESE PLANS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE AFCI AND GFCI RECEPTACLES WHERE REQUIRED BY THE NATIONAL ELECTRICAL CODE (NEC). G. ALL CIRCUITS SHALL BE RUN OVERHEAD OR IN WALL, UNLESS SPECIFICALLY NOTED. UNDERGROUND CIRCUITS THAT ARE SHOWN SHALL BE ROUTED A MINIMUM OF 6' BELOW SLAB. SHEET NOTES 1. SEE ONELINE DIAGRAM SHEET E1.10, FOR CIRCUIT AND EQUIPMENT INFORMATION. 2. MOUNT RECEPTACLES RECESSED IN BACK OF EACH LOCKER. COORDINATE EXACT MOUNTING HEIGHT AND LOCATION OF RECEPTACLE WITH OWNER PRIOR TO ROUGH—IN. OWNER IS MANUFACTURING LOCKERS. N O N O� o / F N L 54 x X54 X54 X54 X52 -JL-- -JL-s2 -JL- _L 50 _L 50__L s0-1 IL m � N / =0561 N 150 V u --d (NOTE 2) J O 561 M 148 W —d Q 56611 Lu W — 561 r 60 T 50 T 60 9 1 11148 146 ix Z Z sal I146 J — fiz 62 6z L _L —L -1 — Q 581 n 146 W - d w 2 581 1n 146 _d k- V 581 66 146 _ _J L _ Q p 144 T 44 1 44 1 4146 e 64 v Q � 66 +42 64 64 �> 40 42 64 GENERAL NOTES A. SEE SHEET EO.02 FOR MOUNTING HEIGHT AND DEVICE GROUPING DETAILS. PRIOR TO ROUGH—IN, VERIFY EACH DEVICE LOCATION WITH THE REFLECTED CEILING PLAN, ARCHITECTURAL INTERIOR/EXTERIOR ELEVATIONS, CASEWORK SHOP DRAWINGS AND/OR CASEWORK INSTALLER. NOTE ANY CONFLICTS IN LOCATIONS, INCLUDING CONFLICTS WITH SEAMS/BREAKS, IN ARCHITECTURAL MATERIALS AND 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 FOLLOW SOUND INSULATING PROCEDURES OUTLINED IN THE ARCHITECTURAL/ACOUSTICAL DRAWING AND SPECIFICATIONS. C. CONTRACTOR SHALL MARK THE EXTERIOR OF EACH JUNCTION BOX WITH PANEL AND CIRCUIT IDENTIFICATION NUMBERS FOR ALL CIRCUITS WITHIN, USING PERMANENT INK OR LABEL SYSTEM. ALL MARKINGS SHALL BE LEGIBLE AND NEAT. D. PROVIDE LABELING ON DEVICE PLATES AS REQUIRED IN SPECIFICATIONS FOR CONTROLLERS, ETC., MOUNTED ABOVE CEILINGS. PROVIDE REFLECTIVE STICKER ON CEILING GRID STRINGER TO INDICATE CONTROLLER LOCATIONS. E. CONDUIT WITH INDIVIDUAL INSULATED CONDUCTORS SHALL BE USED IN LIEU OF MC CABLE FOR ALL HOME RUNS AND ANY AREA THAT THE CONDUIT IS EXPOSED OR SUSCEPTIBLE TO DAMAGE. F. TAMPER PROOF, AFCI, AND GFCI RECEPTACLES ARE NOT SPECIFICALLY NOTED ON THESE PLANS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE AFCI AND GFCI RECEPTACLES WHERE REQUIRED BY THE NATIONAL ELECTRICAL CODE (NEC). G. ALL CIRCUITS SHALL BE RUN OVERHEAD OR IN WALL, UNLESS SPECIFICALLY NOTED. UNDERGROUND CIRCUITS THAT ARE SHOWN SHALL BE ROUTED A MINIMUM OF 6' BELOW SLAB. SHEET NOTES 1. SEE ONELINE DIAGRAM SHEET E1.10, FOR CIRCUIT AND EQUIPMENT INFORMATION. 2. MOUNT RECEPTACLES RECESSED IN BACK OF EACH LOCKER. COORDINATE EXACT MOUNTING HEIGHT AND LOCATION OF RECEPTACLE WITH OWNER PRIOR TO ROUGH—IN. OWNER IS MANUFACTURING LOCKERS. N O N O� o / F N N m � N / N V u o m J O N M GENERAL NOTES A. SEE SHEET EO.02 FOR MOUNTING HEIGHT AND DEVICE GROUPING DETAILS. PRIOR TO ROUGH—IN, VERIFY EACH DEVICE LOCATION WITH THE REFLECTED CEILING PLAN, ARCHITECTURAL INTERIOR/EXTERIOR ELEVATIONS, CASEWORK SHOP DRAWINGS AND/OR CASEWORK INSTALLER. NOTE ANY CONFLICTS IN LOCATIONS, INCLUDING CONFLICTS WITH SEAMS/BREAKS, IN ARCHITECTURAL MATERIALS AND 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 FOLLOW SOUND INSULATING PROCEDURES OUTLINED IN THE ARCHITECTURAL/ACOUSTICAL DRAWING AND SPECIFICATIONS. C. CONTRACTOR SHALL MARK THE EXTERIOR OF EACH JUNCTION BOX WITH PANEL AND CIRCUIT IDENTIFICATION NUMBERS FOR ALL CIRCUITS WITHIN, USING PERMANENT INK OR LABEL SYSTEM. ALL MARKINGS SHALL BE LEGIBLE AND NEAT. D. PROVIDE LABELING ON DEVICE PLATES AS REQUIRED IN SPECIFICATIONS FOR CONTROLLERS, ETC., MOUNTED ABOVE CEILINGS. PROVIDE REFLECTIVE STICKER ON CEILING GRID STRINGER TO INDICATE CONTROLLER LOCATIONS. E. CONDUIT WITH INDIVIDUAL INSULATED CONDUCTORS SHALL BE USED IN LIEU OF MC CABLE FOR ALL HOME RUNS AND ANY AREA THAT THE CONDUIT IS EXPOSED OR SUSCEPTIBLE TO DAMAGE. F. TAMPER PROOF, AFCI, AND GFCI RECEPTACLES ARE NOT SPECIFICALLY NOTED ON THESE PLANS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE AFCI AND GFCI RECEPTACLES WHERE REQUIRED BY THE NATIONAL ELECTRICAL CODE (NEC). G. ALL CIRCUITS SHALL BE RUN OVERHEAD OR IN WALL, UNLESS SPECIFICALLY NOTED. UNDERGROUND CIRCUITS THAT ARE SHOWN SHALL BE ROUTED A MINIMUM OF 6' BELOW SLAB. SHEET NOTES 1. SEE ONELINE DIAGRAM SHEET E1.10, FOR CIRCUIT AND EQUIPMENT INFORMATION. 2. MOUNT RECEPTACLES RECESSED IN BACK OF EACH LOCKER. COORDINATE EXACT MOUNTING HEIGHT AND LOCATION OF RECEPTACLE WITH OWNER PRIOR TO ROUGH—IN. OWNER IS MANUFACTURING LOCKERS. J O N O N O� o n F N N m � N U N V u o m J O N M W � Q Lu W Z ix Z Z O N J W Q a0 n a W E w 2 M 1n V „ o Q p e C. v Q � m J O p N DRAWN BY: O� m U 0 f\ -q J O J n O m P Lu W Z ix Z Z LU H W J W Q U z a W ,o c4 cLz 2 M 1n W H p N DRAWN BY: CHECKED BY: 0 O Lu W h N X X JOB NUMBER:2111 DRAWN BY: CHECKED BY: SHEET TITLE POWER PLAN SHEET NUMBER E3.01 CU -1 312+102N+ 3 2+12N+ �� 1/813,1 1/4'C 1/80, 1/4"C ,-999 BUR F. — — DF -1 (NOTE 2) ( DF -2 (NOTE 2) SEE DRINKI FOUNTAIN BLR-12 N O h O o ro F N N 2 m � ILX HLu L Z_, - N m M W � —� J O —(&— (BUR -35) ROOF) — o ~ m I I a _� �- 1� I . O I —� — I I I I @—EF -5 (ON ROOF) (BLR-29) - — a0 �- J I - ------L -� _J L-_ U FCU -3 DH -1J (BUR-11)(BLR-15) FCU -2 (BLR-7) rEF-2 + (BLR-17) M I 10cc 1�1 V C4 o F. — — DF -1 (NOTE 2) ( DF -2 (NOTE 2) SEE DRINKI FOUNTAIN BLR-12 N O h O o ro F N N 2 m � N HLu L Z_, - N m M W � V J O o ~ m a I a o 1� I . O N —� — I I I I @—EF -5 (ON ROOF) (BLR-29) - — a0 �- J I - ------L -� w U z M I 10cc 1�1 V C4 o h X C O p Cc N d _ _J L _ I I I I I �DH-2 (BUR -1 �,o��) -V� BUR -10) (&—FCU -8 (BUR -22) ,q_ -V- m- / ®fEF-6 G\`> (BLR-16) ❑ ®—FCU -7 (BLR-18) FOR CONNECTI INFO i BASEBALL LOCKER ROOM MECHANICAL PLAN HAMLIN MIDDLE SCHOOL SCALE: 1/4"=1'-0' GENERAL NOTES A. SEE SHEET EO.02 FOR MOUNTING HEIGHT AND DEVICE GROUPING DETAILS. PRIOR TO ROUGH—IN, VERIFY EACH DEVICE LOCATION WITH THE REFLECTED CEILING PLAN, ARCHITECTURAL INTERIOR/EXTERIOR ELEVATIONS, CASEWORK SHOP DRAWINGS AND/OR CASEWORK INSTALLER. NOTE ANY CONFLICTS IN LOCATIONS, INCLUDING CONFLICTS WITH SEAMS/BREAKS, IN ARCHITECTURAL MATERIALS AND 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 FOLLOW SOUND INSULATING PROCEDURES OUTLINED IN THE ARCHITECTURAL/ACOUSTICAL DRAWING AND SPECIFICATIONS. C. CONTRACTOR SHALL MARK THE EXTERIOR OF EACH JUNCTION BOX WITH PANEL AND CIRCUIT IDENTIFICATION NUMBERS FOR ALL CIRCUITS WITHIN, USING PERMANENT INK OR LABEL SYSTEM. ALL MARKINGS SHALL BE LEGIBLE AND NEAT. D. PROVIDE LABELING ON DEVICE PLATES AS REQUIRED IN SPECIFICATIONS FOR CONTROLLERS, ETC., MOUNTED ABOVE CEILINGS. PROVIDE REFLECTIVE STICKER ON CEILING GRID STRINGER TO INDICATE CONTROLLER LOCATIONS. E. CONDUIT WITH INDIVIDUAL INSULATED CONDUCTORS SHALL BE USED IN LIEU OF MC CABLE FOR ALL HOME RUNS AND ANY AREA THAT THE CONDUIT IS EXPOSED OR SUSCEPTIBLE TO DAMAGE. F. TAMPER PROOF, AFCI, AND GFCI RECEPTACLES ARE NOT SPECIFICALLY NOTED ON THESE PLANS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE AFCI AND GFCI RECEPTACLES WHERE REQUIRED BY THE NATIONAL ELECTRICAL CODE (NEC). G. ALL CIRCUITS SHALL BE RUN OVERHEAD OR IN WALL, UNLESS SPECIFICALLY NOTED. UNDERGROUND CIRCUITS THAT ARE SHOWN SHALL BE ROUTED A MINIMUM OF 6' BELOW SLAB. SHEET NOTES 1. SEE ONE LINE DIAGRAM SHEET E1.10, FOR CIRCUIT/FEEDER, OR EQUIPMENT INFORMATION. 2. MOUNT RECEPTACLE UP BEHIND WATER FOUNTAIN (BOTTLE FILLER) SO AS NOT TO EXPOSE UNIT POWER. VERIFY EXACT LOCATION PRIOR TO ROUGH -IN. PROVIDE GFCI BREAKER. N O h O o ro F N N 2 m � N HLu Vr ' .- o N N m M W � V J O o ~ m a H a o 1� W . O N J im z O\ Z a0 �- J --------- - ------- - ------L -� w BASEBALL LOCKER ROOM MECHANICAL PLAN HAMLIN MIDDLE SCHOOL SCALE: 1/4"=1'-0' GENERAL NOTES A. SEE SHEET EO.02 FOR MOUNTING HEIGHT AND DEVICE GROUPING DETAILS. PRIOR TO ROUGH—IN, VERIFY EACH DEVICE LOCATION WITH THE REFLECTED CEILING PLAN, ARCHITECTURAL INTERIOR/EXTERIOR ELEVATIONS, CASEWORK SHOP DRAWINGS AND/OR CASEWORK INSTALLER. NOTE ANY CONFLICTS IN LOCATIONS, INCLUDING CONFLICTS WITH SEAMS/BREAKS, IN ARCHITECTURAL MATERIALS AND 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 FOLLOW SOUND INSULATING PROCEDURES OUTLINED IN THE ARCHITECTURAL/ACOUSTICAL DRAWING AND SPECIFICATIONS. C. CONTRACTOR SHALL MARK THE EXTERIOR OF EACH JUNCTION BOX WITH PANEL AND CIRCUIT IDENTIFICATION NUMBERS FOR ALL CIRCUITS WITHIN, USING PERMANENT INK OR LABEL SYSTEM. ALL MARKINGS SHALL BE LEGIBLE AND NEAT. D. PROVIDE LABELING ON DEVICE PLATES AS REQUIRED IN SPECIFICATIONS FOR CONTROLLERS, ETC., MOUNTED ABOVE CEILINGS. PROVIDE REFLECTIVE STICKER ON CEILING GRID STRINGER TO INDICATE CONTROLLER LOCATIONS. E. CONDUIT WITH INDIVIDUAL INSULATED CONDUCTORS SHALL BE USED IN LIEU OF MC CABLE FOR ALL HOME RUNS AND ANY AREA THAT THE CONDUIT IS EXPOSED OR SUSCEPTIBLE TO DAMAGE. F. TAMPER PROOF, AFCI, AND GFCI RECEPTACLES ARE NOT SPECIFICALLY NOTED ON THESE PLANS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE AFCI AND GFCI RECEPTACLES WHERE REQUIRED BY THE NATIONAL ELECTRICAL CODE (NEC). G. ALL CIRCUITS SHALL BE RUN OVERHEAD OR IN WALL, UNLESS SPECIFICALLY NOTED. UNDERGROUND CIRCUITS THAT ARE SHOWN SHALL BE ROUTED A MINIMUM OF 6' BELOW SLAB. SHEET NOTES 1. SEE ONE LINE DIAGRAM SHEET E1.10, FOR CIRCUIT/FEEDER, OR EQUIPMENT INFORMATION. 2. MOUNT RECEPTACLE UP BEHIND WATER FOUNTAIN (BOTTLE FILLER) SO AS NOT TO EXPOSE UNIT POWER. VERIFY EXACT LOCATION PRIOR TO ROUGH -IN. PROVIDE GFCI BREAKER. J 00 N O h O o ro F N N 2 m � N HLu Vr ' .- o N N m M W � V J O o ~ m a H a o 1� W . O N im z O\ Z a0 � J = E w U z M 10cc 1�1 V C4 o h X C O p Cc N d Q J 00 DRAWN BY: O w a 2 m HLu O r\ J O o O m a H a o W z im z O\ Z r w J LuQ LL (� U z aW 10cc C4 CL JOB NUMBER:2111 DRAWN BY: CHECKED BY: w a F— N Q O\ W h X N X JOB NUMBER:2111 DRAWN BY: CHECKED BY: SHEET TITLE MECHANICAL PLAN SHEET NUMBER E4601. I I I I I I I I I I I L—_L—_L—_L—_L—_L—_L—_L—_L—_L—_L—L I I I I I I I I I I I — T — T — T — T — -1 I I I I I NOTE 5 NOTE 1 WAP 8 rNOTE 3 III III����I I 1�1"° 1 TELECOMMUNICATIONS ROOM -Q—NOTE 10 NOTE 8 I 11-1 I I NOTE 8 J 6 z) 2"C NOTE 7) 1 NOTE 4p`L TELECOMMUNICATIONS 1"C ROOM NOTE 5 WAP 6 J NOTE 8 rNOTE 3 1 I I I I I I I I I I I TELECOMMUNICATIONS ROOM I 6 OJl - I JJI —� —� NOTE 10 J NOTE B _J J T— I I I I I a e �) NOTE 5 -0—NOTE 10 WAP TELECOMMUNICATION RACK (NOTE 2) 2) 2"C 8 NOTE 7) NOTE 111 NOTE 9 NOTE 1 KZ=l 7�xxxxxxxxxxxj II II T JA NOTE 4'- � TELECOMMUNICATIONS SEE SITE PLAN L1"C ROOM SHEET E1.01 FOR CONTINUATION COMMUNICATIONS AND SECURITY PLAN SCALE: 1/4"=1'-0" I I I I I I J NOTE 8 GENERAL NOTES A. CONDUITS SHALL RUN OVERHEAD IN CEILING OR INTERSTITIAL SPACE, REGARDLESS OF FLOOR LEVEL, THEN DOWN WALLS. DO NOT RUN CONDUITS BELOW FLOOR, EXCEPT WHERE SPECIFICALLY NOTED ON DRAWINGS. B. PROVIDE OSP CABLE WHEN ROUTING UNDER SLAB. Fi:I:i31S.I•ll 1. PROVIDE DATA DEVICE (BOX AND FACEPLATE TYPE), UNLESS OTHERWISE NOTED, SHALL BE 4-11/16" SQUARE 2-1/8" DEEP BOX, WITH SINGLE GANG MUD RING AND COVERPLATE. PROVIDE 1" CONDUIT TO TELECOMMUNICATIONS ROOM. PROVIDE BUSHING ON CONDUIT WITHIN DEVICE BOX AND A GROUNDING COLLAR/BUSHING ON TELECOMMUNICATION ROOM END WITH #6 AWG BONDING CONDUCTOR TIED TO BUSBAR. CATEGORY 6 CABLE PROVIDED BY OWNER. 2. PROVIDE CPI SWING GATE WALL RACK (CPI #11807-725) WITH ONE FIBER PATCH PANEL IN TOP RACK UNITS. MOUNT TOP OF RACK AT +6'-0" ABOVE FINISHED FLOOR. 3. STUB -UP CONDUIT IN GATE MULLION FOR FUTURE ACCESS CONTROL EQUIPMENT PROVIDED BY OWNER. GATE PROVIDED BY OWNER. COORDINATE EXACT STUB -UP LOCATION WITH OWNER PRIOR TO ROUGH -IN. 4. STUB -UP CONDUIT IN THIS APPROXIMATE LOCATION FOR FUTURE ACCESS CONTROL EQUIPMENT PROVIDED BY OWNER. GATE PROVIDED BY OWNER. COORDINATE EXACT STUB -UP LOCATION WITH OWNER PRIOR TO ROUGH -IN. 5. PROVIDE DATA DEVICE -NAP" (JACK TYPE), UNLESS OTHERWISE NOTED, SHALL BE A QUICKPORT IN -CEILING BRACKET WITH SUPPORT WIRE AND PLENUM SURFACE -MOUNT BOX. PROVIDE 1" CONDUIT WITHIN 12" OF DEVICE BOX AND ROUTE TO TELECOMMUNICATIONS ROOM. PROVIDE BUSHING ON CONDUIT WITHIN DEVICE BOX AND A GROUNDING COLLAR/BUSHING ON TELECOMMUNICATIONS ROOM END WITH #6 AWG BONDING CONDUCTOR TIED TO BUSBAR. CATEGORY SA CABLE PROVIDED BY OWNER. 6. PROVIDE 1" CONDUIT FROM DOOR FRAME TO ACCESSIBLE CEILING SPACE UP TO BOTTOM OF ROOF TRUSS FOR FUTURE DOOR CONTACT INSTALLATION BY OWNER. 7. PROVIDE CONDUIT MOUNTED UP AT UNDERSIDE OF CEILING FOR FUTURE CABLE INSTALLATION BY OWNER. 8. PROVIDE RECESSED DEVICE BOX (FOR FUTURE CAMERA INSTALLATION). UNLESS OTHERWISE NOTED, SHALL BE 4-11/16" SQUARE 2-1/8" DEEP BOX, WITH SINGLE GANG MUD RING. PROVIDE 1" CONDUIT TO TELECOMMUNICATIONS ROOM. PROVIDE BUSHING ON CONDUIT WITHIN DEVICE BOX AND A GROUNDING COLLAR/BUSHING WITH #6 BONDING CONDUCTOR TIED TO BUSBAR. CAMERA & CATEGORY 6 CABLE PROVIDED BY OWNER. VERIFY EXACT LOCATION (& HEIGHT) OF JUNCTION BOX WITH OWNER PRIOR TO ROUGH -IN. 9. PROVIDE CPI GROUNDING BUSBAR (CPI #40153-012). MOUNT BUSBAR AT +12" ABOVE FINISHED FLOOR. 10. PROVIDE RECESSED DEVICE BOX (FOR FUTURE CLOCK/INTERCOM INSTALLATION). UNLESS OTHERWISE NOTED, SHALL BE 4-11/16" SQUARE 2-1/8" DEEP BOX, WITH SINGLE GANG MUD RING. PROVIDE 1" CONDUIT TO TELECOMMUNICATIONS ROOM. PROVIDE BUSHING ON CONDUIT WITHIN DEVICE BOX AND A GROUNDING COLLAR/BUSHING WITH #6 BONDING CONDUCTOR TIED TO BUSBAR. CAMERA & CATEGORY 6 CABLE PROVIDED BY OWNER. VERIFY EXACT LOCATION (& HEIGHT) OF JUNCTION BOX WITH OWNER PRIOR TO ROUGH -IN 11. STUB -UP UNDERGROUND CONDUITS IN CORNER OF TELECOM ROOM. � I N O� rNOTE 10 — T — T — T — T — -1 I I I I I NOTE 5 NOTE 1 WAP 8 rNOTE 3 III III����I I 1�1"° 1 TELECOMMUNICATIONS ROOM -Q—NOTE 10 NOTE 8 I 11-1 I I NOTE 8 J 6 z) 2"C NOTE 7) 1 NOTE 4p`L TELECOMMUNICATIONS 1"C ROOM NOTE 5 WAP 6 J NOTE 8 rNOTE 3 1 I I I I I I I I I I I TELECOMMUNICATIONS ROOM I 6 OJl - I JJI —� —� NOTE 10 J NOTE B _J J T— I I I I I a e �) NOTE 5 -0—NOTE 10 WAP TELECOMMUNICATION RACK (NOTE 2) 2) 2"C 8 NOTE 7) NOTE 111 NOTE 9 NOTE 1 KZ=l 7�xxxxxxxxxxxj II II T JA NOTE 4'- � TELECOMMUNICATIONS SEE SITE PLAN L1"C ROOM SHEET E1.01 FOR CONTINUATION COMMUNICATIONS AND SECURITY PLAN SCALE: 1/4"=1'-0" I I I I I I J NOTE 8 GENERAL NOTES A. CONDUITS SHALL RUN OVERHEAD IN CEILING OR INTERSTITIAL SPACE, REGARDLESS OF FLOOR LEVEL, THEN DOWN WALLS. DO NOT RUN CONDUITS BELOW FLOOR, EXCEPT WHERE SPECIFICALLY NOTED ON DRAWINGS. B. PROVIDE OSP CABLE WHEN ROUTING UNDER SLAB. Fi:I:i31S.I•ll 1. PROVIDE DATA DEVICE (BOX AND FACEPLATE TYPE), UNLESS OTHERWISE NOTED, SHALL BE 4-11/16" SQUARE 2-1/8" DEEP BOX, WITH SINGLE GANG MUD RING AND COVERPLATE. PROVIDE 1" CONDUIT TO TELECOMMUNICATIONS ROOM. PROVIDE BUSHING ON CONDUIT WITHIN DEVICE BOX AND A GROUNDING COLLAR/BUSHING ON TELECOMMUNICATION ROOM END WITH #6 AWG BONDING CONDUCTOR TIED TO BUSBAR. CATEGORY 6 CABLE PROVIDED BY OWNER. 2. PROVIDE CPI SWING GATE WALL RACK (CPI #11807-725) WITH ONE FIBER PATCH PANEL IN TOP RACK UNITS. MOUNT TOP OF RACK AT +6'-0" ABOVE FINISHED FLOOR. 3. STUB -UP CONDUIT IN GATE MULLION FOR FUTURE ACCESS CONTROL EQUIPMENT PROVIDED BY OWNER. GATE PROVIDED BY OWNER. COORDINATE EXACT STUB -UP LOCATION WITH OWNER PRIOR TO ROUGH -IN. 4. STUB -UP CONDUIT IN THIS APPROXIMATE LOCATION FOR FUTURE ACCESS CONTROL EQUIPMENT PROVIDED BY OWNER. GATE PROVIDED BY OWNER. COORDINATE EXACT STUB -UP LOCATION WITH OWNER PRIOR TO ROUGH -IN. 5. PROVIDE DATA DEVICE -NAP" (JACK TYPE), UNLESS OTHERWISE NOTED, SHALL BE A QUICKPORT IN -CEILING BRACKET WITH SUPPORT WIRE AND PLENUM SURFACE -MOUNT BOX. PROVIDE 1" CONDUIT WITHIN 12" OF DEVICE BOX AND ROUTE TO TELECOMMUNICATIONS ROOM. PROVIDE BUSHING ON CONDUIT WITHIN DEVICE BOX AND A GROUNDING COLLAR/BUSHING ON TELECOMMUNICATIONS ROOM END WITH #6 AWG BONDING CONDUCTOR TIED TO BUSBAR. CATEGORY SA CABLE PROVIDED BY OWNER. 6. PROVIDE 1" CONDUIT FROM DOOR FRAME TO ACCESSIBLE CEILING SPACE UP TO BOTTOM OF ROOF TRUSS FOR FUTURE DOOR CONTACT INSTALLATION BY OWNER. 7. PROVIDE CONDUIT MOUNTED UP AT UNDERSIDE OF CEILING FOR FUTURE CABLE INSTALLATION BY OWNER. 8. PROVIDE RECESSED DEVICE BOX (FOR FUTURE CAMERA INSTALLATION). UNLESS OTHERWISE NOTED, SHALL BE 4-11/16" SQUARE 2-1/8" DEEP BOX, WITH SINGLE GANG MUD RING. PROVIDE 1" CONDUIT TO TELECOMMUNICATIONS ROOM. PROVIDE BUSHING ON CONDUIT WITHIN DEVICE BOX AND A GROUNDING COLLAR/BUSHING WITH #6 BONDING CONDUCTOR TIED TO BUSBAR. CAMERA & CATEGORY 6 CABLE PROVIDED BY OWNER. VERIFY EXACT LOCATION (& HEIGHT) OF JUNCTION BOX WITH OWNER PRIOR TO ROUGH -IN. 9. PROVIDE CPI GROUNDING BUSBAR (CPI #40153-012). MOUNT BUSBAR AT +12" ABOVE FINISHED FLOOR. 10. PROVIDE RECESSED DEVICE BOX (FOR FUTURE CLOCK/INTERCOM INSTALLATION). UNLESS OTHERWISE NOTED, SHALL BE 4-11/16" SQUARE 2-1/8" DEEP BOX, WITH SINGLE GANG MUD RING. PROVIDE 1" CONDUIT TO TELECOMMUNICATIONS ROOM. PROVIDE BUSHING ON CONDUIT WITHIN DEVICE BOX AND A GROUNDING COLLAR/BUSHING WITH #6 BONDING CONDUCTOR TIED TO BUSBAR. CAMERA & CATEGORY 6 CABLE PROVIDED BY OWNER. VERIFY EXACT LOCATION (& HEIGHT) OF JUNCTION BOX WITH OWNER PRIOR TO ROUGH -IN 11. STUB -UP UNDERGROUND CONDUITS IN CORNER OF TELECOM ROOM. 00 � O N O� o n F N N = m � N y U ° n Lu J O M oO w d a o i � N L r Q Ix _ J Z — ° o J W t/ �a u a�Im W N = H M Vf M N x 1�1 U o x � O 9 e = m Q � 00 N DRAWN BY: O� W = m y L n Lu J O oO o i a o W Z Ix Z J Z H W J W t/ �a u a�Im W N a = H M Vf JOB NUMBER:2111 N DRAWN BY: CHECKED BY: W H N Q N 0 0 LU W N x x N x JOB NUMBER:2111 DRAWN BY: CHECKED BY: SHEET TITLE COMMUNICATIONS & SECURITY PLAN SHEET NUMBER E6.01