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15255 SW 72ND AVENUE-4 .S a. h.Y PL 1 i i^tli .' SHEET NOTES GENERAL PLUMBING NOTES ��° PRO S ��,1� SNC INE S r 1D CONNECT TO EXISTING SANITARY SEWER SERVING BUILDING. ROUTE GAS BRANCH WITH ACCESSIBLE SHUTOFF VALVE AND O OBTAIN EXACT LOCATIONS AND MOUNTING HEIGHTS OF PLUMBING ALL WASTE PIPING SHALL SLOPE AT 2% UNLESS OTHERWISE VERIFY EXACT LOCATION AT JOB SITE. PRESSURE REGULATOR TO EQUIPMENT. COORDINATE WITH FIXTURES FROM ARCHITECTURAL DRAWINGS. INDICATED. EQUIPMENT MANUFACTURER ON REQUIRED PRESSURE. VENT GAS Q4 ROUTE PIPING DOWN IN WALL AND CONCEALED IN CABINET SPACE PRESSURE REGUALTOR TO OUTSIDE. PROVIDE SHUTOFF AT EACH 02 SEE ARCHITECTURAL DRAWINGS FOR A D.A COMPLIANT FIXTURE © ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH W TO OFFSET AROUND WINDOW. ROUTE PIPING IN EXTERIOR WALL P,ECE OF EQUIPMENT. LOCATIONS AND MOUNTING HEIGHTS. THE LATEST RULES AND REGULATIONS OF ANY STATE OR LOCAL c� �� 15 ON WARM SIDE OF INSULATION. c LAWS OR ORDINANCES. OBTAIN AND PAY FOR ALL REQUIRED �FFp p ® CONTACT NORTHWEST NATURAL CO. TO REPLACE EXISTING NATURAL Q INSTALL ALL PLUMBING WORK SO AS TO AVOID INTERFERENCE PERMITS, LICENSES CODE INSPECTIONS, ETC.. DOMESTIC WATER SERVICE RISER. PROVIDE SHUTOFF VALVE AT GAS REGULATOR AND METER. APPROX. BUILDING DEMAND - 325 WITH ELECTRICAL AND MECHANICAL EQUIPMENT AND STRUCTURAL EXPIRES 6/30/01 12" ABOVE FINISH:D FLOOR AND HOSE THREADED DRAIN DOWN MBH AT 8'W C. PROVIDE ONE BRANCH WITH SHUTOFF VALVE AND FRAMING. 9O ROUTE ALL PIPING IN EXTERIOR WALLS ON THE WARM SIDE DOWN AT 18" ABOVE FINISHED FLOOR. PROVIDE A' PRESSURE CONNECT TO EXISTING GAS SERVING EXISTING BUILDING. PROVIDE 4O INSTALL ALL CLEANOUTS WHERE READILY ACCESSIBLE AND AS OF THE INSULATION. REDUCING VALVE TO PROVIDE 24 GPM AT 70 PSI. TWO NEW BRANCHES WITH SHUTOFF VALVES AND ROUTE BURIED TO PER SECTIONS 707 AND 719 OF THE SOPSC. COORDINATE ALL ® INSTALL ALL VALVES, TRAP PRIMERS, WATE. HAMMER ARRESTORS SERVE THE ADDITIONS. CLEANOUT LOCATIONS WITH EQUIPMENT, CABINETS, ETC., AND AND OTHER EQUIPMENT SHOWN IN WALLS OR ABOVE NON- Q Q WATER HEATER WITH EXPANSION TANK. SEE DETAIL 3/P1 THIS ROUTE GAS PIPE THROUGH ROOF TO NEW ROOF TOP UNIT. THE ARCHITECT PRIOR TO ANY INSTALLATION. ACCESSIBLE CEILINGS BEHIND AN ACCESS PANEL. SHEET. PIPE PRESSURE/TEMPERATURE RELIEF VALVE FULL SIZE ® PROVIDE A PLUG VALVE DRIP LEG AND EQUIPMENT REGULATOR. � c TO F'..00R DRAIN FD-1. REGULATOR A TO PROVIDE MBH CALLED OUT ON PLAN AND SET 'Q ALL VALVES, UNIONS, ETC. TO BE SAME SIZE AS LINE SIZE 1� ALL UNDERGROUND PIPING SHALL BE LOCATED BY CONTRACTOR UNLESS OTHEP,WISE INDICATED ON DRAWINGS. RETAINING A Ct,MPANY WHICH LOCATES UNDERGROUND UTILITIES 33 Mw(MKT 0 PROVIDE NEW 1-1/.-" DOMESTIC (EATER `' RVICE TO SERVE PRESSURE PER RTU MANUFACTURER'S RECOMMENDATION. SEE BY ELECTRONIC MEANS. CORRECT ANY DEFICIENCIES CAUSED BY o Po„n 022 BUILDING, REUSE EXISTING 1' METER. i ..,)VDE A 1" BRANCH WITH DETAILS ON SHEET M1. © PROVIDE UNIONS AFTER EACH SCREW TYPE VALVE AND PRIOR FAILURE TO PERFORM SUCH VERIFICATION AT NO EXPENSE TO THE N t3Y81B,I0Et310NoorNl1t11LTiAi00ra SHUTOFF VALVE IN VALVE BOX AND CONNECT TO THE EXISTING 1" TO EQUIPMENT CONNECTIONS. OWNER. 1503) 248-0227 FAX (507) 246-0240 t® BLOCKOUT FOUNDATION AND PROVIDE SLEEVE FOR PIPE , WATER SERVING THE EXISTING BUILDING. PROVIDE A 1-1/4" PENETRATION. - - ' 4-SD BRANCH WITH SHUTOFF VALVE IN VALVE BOX TO SERVE THE ---- � ADDITION. VERIFY AT SITE EXACT LOCATION OF EXISTING WATER tt� PROVIDE P.D.I. SIZE 'A' WATER I-IAMMER'ARRESTORS ON THE HOT - I ---- +~— � cv PIPING. WATER AND COLD WATER PIPING SERVING CLOTHES WASHER CW-1. ATG 4'SD - __ � � �"� E i I - rn . © CONNECT NEW WASTE FROM HUB DRAIN TO EXISTING VENTED PROVIDE ACCESS PANEL FOR WATER HAMMER ARRESTORS. '-SSD 1990 �� ____ 3"SD 4 w WASTE FROM EXISTING LAVATORY. CONNECT NEW COLD WATER t SEE SITE PLAN ON SHEET Al F SD� t 3'DS SERVING TRAP PRIMER FOR HUB DRAIN TO EXISTING COLD © OR CONTINUATION. / --- - ---• �- — — — r 745 SO.FT. WATER AT LAVATORY. 44"SD 4 - - - I I g ►moi c o P1 I 4"Da --._-- _ PLUMBING LEGEND so� 1214 s°.FT. N — RTU-1 0 a r` CW CC'.D WATER —�pt1-- 7 ©� 125MBH o cu Cc UD SHUTOFF VALVE, BALL VALVE p �- •' ii P 1 � > M M ? 4 --�-- --�-- CW CO yA l Ek, BELOW T _ �: -- u ,� I 3'DS P 1 ~ Q FLOOR OR GRADE —�V�-- PRESSURE REDUCING VALVE, - _ _ - 7�5 SO.Ff. w o N CJ -- -- HW HOT WATER PLUG VALVE r ---------------- V VENT PIPE UP - g , II � 2VR r l l 1 1 1 1 3"SD �"'� oN Iii o CD PIPE DOWNI I I I I I I I I I W 1-1/2" PUMP _--, � � vi I I WCO __. --G G GAS -____-- - ------ -------'- -- E EXISTING TO REMAIN ODRYER 3/4-G- ,_F I I � - DISCHARGE'. ROUTE I `z a' BELOW FLOOR: i o o W SANITARY WASTE ABOVE 0 22MBH 3/4 HW E 1 I I cn N ►- FLOOR OR GRADE DN DOWN 1/2-G " 3/4 C r I - I, I I L_._ 1/2:HW E O l 3"SD 11 • W-1 1 H - 7 I I 1/2 CW a -- -- ---- -- - - - 1"G �- W SANITARY WASTE BELOW WC , 6 0 FLOOR OR GRADE AFF ABOVE FINISHED FLGJRET_� -_ I I ---SSD —�-- SD STORM DRAIN @FLOW AFG ABOVE FINISHED GRADE CWCW O 3/4-CW I 1 �'G 4"W FLOOR OR GRADE cro TYP TYPICA 3/4-HW r CTG - - CTG CLEANOUT TO GRADE VTR VENT THROUGH ROOF 3/4-CW I SII \ rc� t 0� I I ( ! u %� CTG T - I I �- FCO FLOOR CLEANOUT DS DOWNSPOUT 1- © 21/TR r � - o n �I WCO,CO WALL CLEANOUT, CLEANCUT P.D.I. PLUMBING do DRAINAGE INSTITUTE • 'I 3,� 1-1/4 CW EOE► 4 i +, 3'SD ELI I 1 CW 3 G 13-DS Pi - ;-SD 1 '10120 , i2'V 3tiY 3/ 1 1�G 4 - QC li, SQ.FT_ o --SD--- C o E�1 CW I L°1 • PLUMBING EQUIPMLA SCHEDULE - - — - 1"G 1"G 0 - 4 2'W Q S�1 F'� G G G � MARK DESCRIPTION ELECTRICAL C G /26 SO.FT. 2"CW CTG I c I 4tiV WH-1 WATER HEATER - GAS FIRED: 40 GALLON STORAG TANK. 150 PSI - WORKING PRESSURE, 40 MBH INPUT, 43 GPH RECOVERY AT 90-F RISE, - I� BUILDING 1 1/4 �w - 013IQ4-W WATE C y GLASS LINED TANK, ASME RATED TEMPERATURE AND PRESSURE RELIEF � R SERVICE PRESSURE VALVE, ANODE ROD AND DRAIN VALVE. 1-1/4 CW SET TEMPERATURE AT 130'F. p __ LOSS CALCULATION W -:— BASIS OF DESIGN: A A.SMITH PGC-40 AVERAGE DAILY PRESSURE 100 -� EXPANSION TANK: DIAPHRAGM TY - - I T L� --� � G PE, PRE CHARGED, STEEL OUTER SHELL /� �S ��0� �? PLUMBING P�.4N — -- — — — — — — — — — — — — — — — — — — 'NITH POLYPROPYLENE LINER, 4.4 GALLONS VOLUME ACCEPTED. P�•K/ �, II - t I _ II Tool t3uilding Fixture Units 54 � (BASIS OF DESIGN: AMTROL ST-12 '8 - I -u/ `\ Design gpm Flow Rate (Flush Tanks)— — — — — — -30 �� I .•_ F.,isting Building Fixture Units 16 Ij l J MV 111XING VALVE: MECHANICAL TYPE 81-METAL THERMOSTAT, BRONZE - Design onm Flow Rote (Flush Tanks) 17 BODY CONSTRUCTION, COMPLETE WITH DIAL STOPS AND CHECKS. - - - - - - - - - - - - - - - - - - -- - STOP AMD CHECK INLETS. SET FOR I10'F. Addition Fixture Units 38 -F BASIS OF DESIGN: LEONARD 20300 Design gpm Flow Rote (Flush Tanks) 24 � 0 Pressure Reducing Valve to provide 70 r O T SP-1 SUMP PUMP: ANODIZED ALUMINUM ALLOY MOTOR HOUSING, OIL FILLED MOTOR, 1/4 HP `J O MERCURY FLOAT SWITCH AND SOLID STATE CIRCUITRY. 115V, t PH - — — — - -- -- - — — — — — — — — — — — - r` FIRST STUD NOT BEHIND WATER HEATER Elevation Loss - 5 ft. x .433 psi 2.5 1 BASIS OF DESIGN: MYERS SP25-A1 �— Flush Tank Required Operating Pressure_ psi - - -15 �b=1 GARBAGE DISPOSAL: STAINLESS STEEL SINK FLANGE, STOPPER, 3/4 HP LINE CONNECTING - / I Pressure Loss Available for Branch Piping - psi 52.5 ^ • GRIND CHAMBER AND ROTATING SHREDDER. SOUND-ABSORBING 120 V. 1 PH -_- - _-- POINTS OF SUPPORT (� SHELL. DISHWASHER CONNECTION. rr _ i Design Friction Loss - psi/100 ft 128 ft 41 ®ASIS OF DESIGN: IN-SINK-ERATOR MODEL 555SS .� 6 MAX. c PIP.. SIZE FT 0 FLEXIBLE WATER inches GPM FU* VELOCITY C 3/4- X 24 GAUGE O c I CONNECTIONS 1/r 7 8 8 GALVANIZED PERFORATED a 1 STEEL PLUMBING CONNECTION SCHEDULE ENCIRCLING PLUMBER'S TAPE �� \ 7" MIN 3/4" 13 18 8 FRONT AND BACK 1. 21 32 8 U �� �-►-� LO MARK FIXTURE CW HW V W REMARKS I 1 -1/'" 36 69 8 C\2 T F•, WC-1 WATER CLOSET 1/2- -- 2- 4' CHlLDRENS I P LAN + Fixture Units per SOPSC. , ^ L-1 LAVATORY 1/2' 1/2- 1-1/4- 1-1/2- WALL HUNG, SEE NOTE 2. I O LO �, t S-1 KITCHEN SINK 1/2" 1/2" 1-1/2* 2" DOUBLE COMP, SEE NOTE 1. I THERMOMETER 1'HW { , `ITy OF T:GAND Job No. 981112 S-2 PREP SINK 1/2' 1/2' 1-1/2- 2' SEE NOTE 3. I SEE HVAC DWG I1 � 01111"CW�" t l S-3 SINK 1/2- 1/2' 1-1/2' 20 -- i /2- PUMP FOR GAS FLUE I ! _ Approved..••• """ ROUTE 1 -1 DISCHARGE TO HUB DRAIN AND _ I r; 1 i GonditionallyMpfOvod..• Date GD-1 GARBAGE DISP. -- -- -- 2 INSTALL AT S-1 I TERMINATE WITH AN Alli GAP. FLOOR UNION, TYPICAL _� I1 II ARCHITECTURAL sdesC�edln. ,' I For only the wo� - -- Crown by JAB MV-11 MIXING VALVE 1/20 1/2m -- -- ' PIPE SLEEVE .FLEXIBLE WATER -� i i I i k+= � See L NC ��(nech 4444. . ......... t 1 Checked CMH /2 INSTALL AT L-1 I I _ CONNECTIONS I �� ~ HUB FITTING Job � [gate: - _� Scale AS NOTED , I FULLWAY VALVE ' E � CAST IRON PIPE By:DW-1 DISHWASHER -- 1/2' 1-1/2' 2` SEE NOTE 1, I t/4'ClA X 3-LAC ,I 11 PRESSURE TEMPERATURE Revisions CHECK VALVE c 1 1 RELIEF VALVE, PIPE CW-1 CLOTHES WASHER 1/2' 1/2' 1-1/20 2' -- SCREW WITH I I1 FLUSH GR E T UNION WASHER AT EACH WH-1 i I FULL SIZE TO FLOOR CLEANOUT WH-1 WATER HEATER 1 1 -- -- -_ STRAP WATER I II DRAIN FD-1. HEATER FD-1 FLOOR DRAIN -- -- 1-1/2* 2' PRIME, LOCATED HEAR CW-1 SUMP GRATE f ! _ ?,►- FLEXIBLE GAS � FS-1 FLOOR SINK -- -- 2• 3• — SUMP PRIME CONNECTION LIQUID LEVEL ' 1 HD-1 HUB DRAIN -- -- 1-1/2- 2' PRIME I - - - - - - - -- MERCLIRY FLC� i fit. 1 L DRAIN VALVE LCAATED I `-----� I I 1 FOR EASY ACCESS SUMP PUMP i 1 i I 1. PROVIDE 1/2- VALVED HOT WATER BRANCH WITH VACUUM HREAKER AND CONNECT TO DISHWASHER. SEE PLUMBING � I ROUTE WASTE FROM DISHWASHER TO FLOOR SINK AND TERMINATE WITH AN AIR GAP. DISHWASHER EQUIPMENT PROVIDED BY OTHERS, COOROINATE CONNECTION SIZES WITH EXACT MODEL PROVIDED, SCHEDULE ELEVATION 2. PROVIDE ONSULATION KIT FOR P-TRAP, EXPOSED WASTE ANO HOT WATER PIPING. CONNECT LAVATORY HOT WA1TA TO 11D'F HOT WATER FROM MIXING VALVE MV-1. — — 3. ROUTE I&ASTE FRMI SINK S-:2 TO FLOOR SINK FS-t AND TERMINATE WITH Aft AIR GAP. L.E VA T O R SUM P P M P — W A T. R HTR DETAIL- �,, �,, ,, D OWN SPOUT CONN. �P 1•m2 --- �i�'1•m3 0 SCALEn l n C » n AAA/r n T 1/' N SCALE — — ) t �.f I 15255 SW 72nd Avn MEC 2001-00411 1 of to ' ,• I �yp�� l v.t: i y .4+., 4_444, w.. ---•wi..•«-y.nr-n„+ent.:.. -• _ ,_.. ,4444-... 4,-444 4444-- : �Saf.r.•4' L -....,-..-.,.—._-.._,_,,.-•..,.--.-.,.. ...,.,,,y.,,....._......,... .,._,.—..--,.-..-_4_4.44..4444 _.. _4444.-.�--..—.� ___�-.-.r.4444..---...—. _-..�............. ..-........ -.-. N111 1�11�111111111 11111111I II �il 11 IIIII m(lu'Ill111111 11 Ii 11111111 11n�un Inllull 1ul�nll II III lu1�n I►�1111 un� u1I 11 �1 u u I�lll 111 111 if QIo II Iii I3 14 Ie 17 Ia IP 2o 22 i!I I I I211911111113110 _ 3 24 2!5 2Q 27 2B - •. - - 2" 1p '.�M11 M`I'+w. l.tlfi•It� Y 1 �9Q. 4'. �I � . ti 1 I . • . 44,44 .: - _. . - ., .. „ --,. -.. , n .. . ,..•. -. „ _ ... ,4444 n _ ..., , .,.. , B U h A PIP- ft y EQUIPMENT SCHEDULE DESIG DESCRIPTION _ BASIS OF DESIGN RTU-1 ROOFTOP PACKAGED A/C UNIT *1TH GAS HEAT CARRIER ` i'i'i/ 3000 CFM 0 0.6" SF', 2.4 MHP 48TJD008 ' HEATING: 115 MBH INPUT. 8OX AFUE 0 � � DOLING: 89.0 MBH TOTAL 080 BD/67F db wb ENT. NR 'F ��' ��� `,�� `��'� r 15 � C / ( / ) . 95 OSA ;e l FF apo ORD 1�. UNIO PROVIDE WITH SMOKE DETECTOR, ECONOMIZER SECTION AND PROGRAMMABLE THERMOSTAT EXPIRES 6/30/01 �i RTU-2 ROOFTOP PACKAGED A/C UNIT WITH GAS HEAT CARRIER GAS REGULATOR 1600 CFM 0 0.6' SP, 3/4 MMP 48TJDOD5 HEATING: 72 MBH INPUT, BOX AFUE SHUT OFF VALVE - r COOLING: •`A.5 MBH TOTAL 0 80/67F (db/wb) ENT. AIR, 95'F OSA - AGA AND UL APPROVED PROVIDE LITH MOTORIZED OSA DAMPER AND PROGRAMMABLE THERMOSTAT FOR NATURAL GAS SER=E PRESSUR_ 6" DRIP LEG PIPE SUE R TREATED ,.' u NW FWSl EF-I CEILING CABINET EXHAUST FAN WITH BUILT-IN FLD GREENHECK �,�- 1/2' BOLT THEROUGH CURB, ROOF DECK42°0gn""x°iI 22 150 CFM 0 0.375' SP, 130 WATT MOTOR SP-9 SECURE TO WALK AND BLOCKING FOR EACH 5 FEET OF Wtva 1 Dmm 00N11LTmm WC. 3. 1 SONES PAD WITH MASTIC (TYP)• CURB LENGTH (OR PART THEREOF). (5W) 248-0227 FAX (sw) 246-0240 PROVIDE WITH WAIL MOUNTED HIGH LIMIT LINE VOLTAGE THERMOSTAT NEW WALK PAD HOLD DOWN CLIPS. MINIMUM ONE EACH SIDE� � C/) (TYP) SEE DETAIL PIPE E"4 r1' EF-i CEILING CABINET EXHAUST FMN WITH BUILT-IN FLD GREENHECK CSP rn 150 CFM 0 0.375' SP, 130 WATT MOTOR SP-9 3.0 SONES EQUIP, GAS CONN. RTU E iCURB SSM I C BOLTS PROVIDE WITH WALL MOUNTED HIGH LiMTT UNE VOLTAGE THERMOSTAT = NO SCALE NO SCALE �' o EF-2 CEILING CABINET EXHAUST FMN GREENHECK N� 75 CFM 0 0.375' SP, 80 WATT MOTOR SP-7 2.0 SONES W/ GTD ) 0; CO LO � PROVIDE WITH WALL MOUNTED 'DELAY-OFF' SWITCH III _ v Q v 27'7 f • O J w (Z N N SOLDER LEADER COUNTER 0 0 FLASHING COLLAR TO N vi CD C> COUPLING `' `-� , MIN 4" OVERLAP LEAD FLASHING �- cn C) I0 TOP OF ROOFING — HOT MOP FLASHING TO ROOF GP ,_A,,,�IN3 �OA�s PI/PING ROOF PEN Lr i I Lf/L V Mw L E 40 G MECHANICAL LEGEND IJIECHANICAL SYMBOLS UNIT O FABR!,'ATEDrROM 6' WIDE 16 GAUAGE S3EEL. I-� WARNING: N DIAMETER O SIZED TO FIT UNIT BASE RAIL. r- SUPPLY UP THIS TYPE OF do AND (4) 1100/2" TE K O NUMBER Or HOLD DOWNS REQUIRED H �, FITTING IS NOT - (db/wb) DRY BULB/WET BULB SCREWS HOLD DOWN AS DETERMINED BY SIZE OF UNIT. rT, PERMITTED 0 AT (MINIMUM OF 4 PER UNIT.) W I 1W ONE WAY THROW ROOF CURB SUPPLY DOWN ZERO INSIDE RADIUS 2WC TWO WAY CORNER FORBIDDEN ELBOW 3WO THREE WAO WAY OPPOSITE O CURB BY (4) / Ox /2HOLD DOWN IS E SHEET D TO ROOF W RETU� EXHAUST OR yyT'— 4W FOUR WAY SCREWS. �+ 0 OUTSI AIR UP L_ I AAF ABOVE FINISHED FLOOR 6" �I _ BDD BACK DRAFT DAMPER i O HOLD DOWN IS ATTACHED TO UNIT BY O RETURN EXHAUST OR R� BHP BRAKE HORSEPOWER ;� `' � (4) 1'10x1/2' SHEET METAL SCREWS. OUTSIDE AIR DOWN R=0.5W .1.�,_ CE CEILING EXHAUST RADIUS ELBO y CFM CUBIC FEET PER MINUTE 0 '0 - �+ mm SCi1 ND ATTENUATED COP COEFFICIENT OF PERFORMANCE 0 DU�T ��.�` COTG CLEANOUT TO GRADE 0 W CR CEILING RETURN HOLD DOWN TURNING DDC DIRECT DIGITAL CONTROL 0� FLEXIBLE VANES 6ESIG DESIGNATION ,. DUCT� DMPR DAMPER M r MITER ELBOW ON DOWN �TU C=URB SEI*oI - I I C CLIPS FUSIBLE LINKEA ENTERING AIR DAMPER 0.25W & 4"MIt EEER NT ENTE�tEFFICIENCY RATING N0 S AIi•E w Q', Uq� 45" �- ESP EXTERNAL STATIC PRESSURE - �� DAMPER VOLUME �I EXH EXHAUST FCO FLOOR CLEANOUT BRANCH TAP FLD FUSIBLE LINK DAMPER w E--+ MOTC FT FOOT -I H DAMPER ED W1+ FLR FLOOR — PRE-FAB CURB BYF---i GPM GALLONS PER MINUTE AC-UNIT MANUFACTURE. O FLEX TURNING HR HIGH SIDE WALL RETURN CONNECTION W1 VANES HS HIGH SIDE I WALL SUPPLY NAILER STRIPKW TS Job N o. C301 1m MITER TAKE-OFF LA LEAVING AIR - RIGID INSULATION 30^ MAX �ST� LR LOW SIDE WALL RETURN Date LS LOW SIDE WALL SUPPLY -- FLASHING Drawn by CMH VOL IE DAMPER MAX MAXIMUM Checked CMH TRANSITION AND SCOOP IMBH THOUSAND BTU PER FOUR ROOFING 15" MAX MNP MOOR HORSEPOWER CANT STRIP Scale AS NOTED MINIMUM-IN TAKE-OFF OBD OPPOSED BLADE DAMPER LEVELING STRIP Revisions NECK THROW OSA OUTSIDE AIR O WALL MOUNTED 1HCRMOSTAT SIZE PATTERN PD PRESSURE DROP ROOF DECK TYPE PH PHASE 1 PNL PANEL --� WALL MOUNTED Q RTN RETURN SWITCH CFMS/FLD COMBINATION SMOKE/FIRE DAMPER —� SD SPUTTER DAMPER BLOCKING . � MOUNTED SEER SEASONAL ENERGY EFFICIENCY CLOCK WITH ViIPASS T&O � STATIC IEMPERM1T�AW V TRANSFER GRILLE � ROoF CURB © SENSOR VD VOLUME DAMPER �M 1.04 VTR VENT THROUGH ROOF NO SCALE ® SMOKE WTR WATER - DETECTOR of 2 w 152¢5 SW 72nd Ave MEC2001.00411 2 of 15 a%0wo�h%!�w��p�;�!,¢;o1�MY+ge+Ki4eauMtle -...-..,.,�.•••q..,..,..__..,,._._ 4,444•,.. 4444.:w.r•."w.w•*• 5.�{r...w.,..--�....._ .-4444.._. _ 4444. 4_4•--_44•..4444.-..-...-._.-4444..-.._.,. __. _._....__._�� w ��.... ...-.,-,- .._4444, 4444. .�4444_ ........_.. �illl illllllli IIIIIIIII Illlli i IIIII IIIIIII 1111/1111 Illlliill '?. ¢gS�•�al,i ' p P rr;i•,k. �'xy�•fi' n}tfr, L1GjNL.. .....,".e•.,.rS.•,TFJP Cm 10RIaI GI II I i � I I I I IIIII IIII I IIIIIII I I III' llll I Ill !1 l IIIIill l IIIII11 l IIIA II!!l I Ih III111111 lIIIA�I II I Mill II I IIIA II I II11 II I I II�I11I1111 I11U1 IIIIIII I IIQIII�III I I It I I IIiI:IIm II II M!7 I I11 I II!OIIIA III J' Io11i1II�i '$ ' e2 _ - — --- I Jill Will Will 11141 11,1111 "ia"!# ,t `1 f y; A F •h r,t 'r' d 'S. �.k. ,�?1'y Ik,PS, Pt+r'k� � r.`(y? + .. .: i.. .. 4444. 6 ,, .. .. .. • • , . .._ i. , .. 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LABEL ASSE"IBLY X6,b"X13,4.. D ---- - - 60-MIN. LABEL ASSEMBLY --- . -- f� — - -' 126 STAIR 122 — --- --- , �3/4., - - - - - -- - - � r14 111 5'P x-�'p Xi U _ B'PASS DOC,-, ASSEr'BLY = A6•m2 11"3 5'@"X1'@"X13i4" D _ B'�',4SS DOOR ASSEMBLY A � I X12 __ 0 A6 0l ao - P4 114 �3 @"Xb'6"XI3/4" p — _ - -� �„ e --- -- - - --- - �n _ INFANT: FILES CONFERENCE ;n ~ c -rillI _ v � 5 �'- IZI 3 @"X1'@"X13,4.. A _ --- 129 9 B OFFICE 12 - a ` o I2Z 3'c�'x7'0"x13. —G - --- — — - - Cn 10l �' — `�9 I 29 A6.03 - A c ,� �, � 0 • 6S�-, IN. 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LABEL ASSEt"BLY PRESCHOOL r-'� �Z� 3'0 OFFICE OFFICE AUTOMATIC HYDRAULIC _ KITCHEN _ in I I I POLELESS --1---77- `t � 04 122 --- = I) OFFICE I o �� 25009 RATED O - ' 'k ! -�� I NA`NDICAP ACCESSIBLE `9 103 OTIS MODEL 02500 - I I 9 I � u ' -4 ' 301-01, t fi 1 — F1Rr�" l..s P ROOM FINISH ecHmmul.E :�Cj"'; '.1�`il``iE RLOGR I�AP�!' —�GAI1.IN s _ _ 1VORTI�1 R T BOUT�dT N1` j FIN R�BMaRICB a � t �i i;3ULrm _ V.C.'. 4" FiUBA PAINT PAINT - PAh;T PAINT- 9_ CPT 4 RUB. PAINT _ PAINT PAINT PAINT I �d'yT'S :SPT 4" RGIB. PAINT PAINT PAINT FAIN' --- 9' SA. -- ♦F� R'� CPT 4" RUB. PAINT— PAINT PAINT PAINT �' S,A, (� —_--- - --- -- -- --- . _-- .__ ��-�-j— i� �+ � ..�-. Fes•, c F;•�i=�c':��:��L. V.G.T. 4" RUB. PA.'NT -- - PAINT PAINT __PAIN'_ ---} ,. 0.11, OWL I'I�L"�'1- - S.V. 4" RUF3. PAINT PAINT PAINT PAINT _ _ 1 5.V_-_ 4" RUES. Pr;INt_ - PAINT FAINT PAINT - 8' GYP. 1�.����'• � GPT _-- BRICK. 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PAINT PAINT PAINT PAINT b' S.A. � 1 � aTaIR— CF'T 4" RUB, PAINT _ PAINT PAINT PAINT VAR GYM_ - —— C—r--� Do(e RR6TW Z 4" RUB. PAINT - PAINT PAINT _ PAINT - - -- - L ❑ I O O �faW�l by _-- _ PAN _ a, SA. C� �� Checked --- 1— — Scale O Revi';iors 1 FIRST FLOOR, R'EF CT O C I 0 1 y f A. 3 of w •-•.er.. .,wswwwa�ar� rw••..., ww 15255 SW 72nd Ave MEC 2001-00411 4 0 18 '�i -' ' - Ate.. + ... _..-.. . .^ .. rtk• •. ...,'Mb#M41+.'Yw:.. ._ w,.. _.-.,. .. ........-.-..r•+r. --.-. ...._...... ._. -_..__... _,... ..« ,..•_.-._ a ''" IIII 1111 Itll 1111 1111 IiH 1111 II11 1111 li M• " C1116 I I ++ ! f 1 1I IIIIIUII Ilulunfflll11111It 11111111 luillll ++ul llin Illi IIII 11! ILII 111 III IIII I I5 mi1111 illl 1111 I1I1 111/1111 Ild U1 1111 UII un IlU I1 nU Ini 1111 flu ul niiyliilW i�i'iii�iil ii`ii'i�ii i uEorrY s I i b , ( ' � ) ' 11 I I I ! ! 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Ln STILE t RAIL HALF-LIGHT (n N ir1 � 1 DOOR Irv1006 OFFICE OFFICE OFFICE Ln "t 8 4 Q � D 16'-III I til-�II I131-611 23'-111 O �H d1 •• "CONC. FLOOR PAN EXISTING GUTTER AT EXISTING ROOF - n SCUPPER AND COLLECTION E30X SLOPE rTj __ �-i HVAC I I V o(Y �--I SLOPE UNIT O u C>� _ 1-�I ->. SCUPPER /�,NC r, Ff PLT 0'< COLLE:-:TION BOX ____T__ EXISTING EXISTING SLS O O ROOF ROOF EX. META, SLOPE �-� �i Lnl-i--r HvAC C�OF= -� _ SLOPE r Lo O -- O — F-'-I C\2 F--•i LO al SLOPE O O O - Jj Job No. °8110 Date Drawn by JEA SKYLIGHT Checked L_ _ Scale Revisions Z�\ ROOF PLAN D �rG� R..�L� T�G CONo r � C CEILING L INCA P ,AN L� CA 4 CA4-0 O � l A 4 1 of 1525E 3W 72nd Ave MEC2001-00111 5 of 1S X: `` .' ,. III11111 iWWII lu14Cmio i iia illllll Inl II dII Dull��IIIIIIII�111111 I III111111 111111 I�IIIInllu�lllptluln2lll3ulnl4 2�e 2loei: II - ai x 1 I r I f q' •, f "Will4111111 a , 1 as Wr r Y -.• i. NOTE: 'w James E. d►ew n PROVIDE TEMPERED SAFETY GLAZING AT LOCATIONS REQUIRED BY CODE. U-)PORTLAND, OREGON-:, METAL FRAMEDSTEEL CANOPY ON SKYLIGHT —� BRICK PIERS •��? > ,<1 ALUi SASH — OF STOREFRONT DIMENSIONAL LETTERS • I GLAZING ON BUILDING FACADE BRICK EX. WOOD EX. METAL EX. BRICK EX. BRICK EX. BRICK _ VENEER SIDING ROOFING VENEER STEEL CANOPY VENEER VENEER Pittmuka& Brooks,P.G VENEER RANGE VENC BRICK � 1 ///j 15255 BRICK VEN ER - �— STEEL CANOPY-- BRICK VENEER — _ BRICK T VENEER ALUM. SASH DOUBLE GLAZED or ,. WINDOW, TYP• ///, %� /�, / / j ✓; �. /%'' /%',�,/ uru:w�m:::u:ml■nurtmnnrmm--.�j // /�' / L117, /' , ,% ILA A � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � � _ _ _ = _ _ _ _ _ __ __ _ _ = = = = = s = = � -- _ =-ZIP _ _ _ _ _ U E ° PHASE I NEW EXISTING EXISTING PHASE II NEW �' o a SOUTH ff `' * ' MACHINE 4; � • SOUTH �i�� 1�_AT I®I V - I�. ROOM VENT � > � � EAST rEAEVAT I ON Cn m ��'�� II �� I �/}III • il � c 8 I Sf/ I8 N N M n METAL FRAMED - N vi SKYLIGHT METAL FRAMED — LO v - SCUPPER t— I KYL IGHT (n N F-DOWNSPOUT U- ALUM. SASH STOREFRONT ALUM. SASH GLAZING STEEL CANOPY STOREFRONT —� GLAZING __ ........................ / ........................................_.......__._.... _..................................................................-..........._....................................... ................._....__............... EX. BRICK VWEER —,/�-,';�,;',' /;','/�'/„ '•'' B;RIC/K� SCUPP:R t DOWNSPOUTBRICK VENEER 'VENEER EX. BRIO VENEER EX. BRICK BRICK VENEER BRICK VENEER VENEER. // - - - - - - - _ _�_ _ _ _ _ _ _ _ _ _ _ _ __ _ � F'�'. ^c: 11 NEW EXISTING EXISTING �- PHASE I NEW— C, J �_) C-4�•�4 NORT�01�1.EVATION (A:�•�3 WW"IT 'A"iyATION Q � �-� , P •, �■sir/ � o i STEEL CANOPY I Iq (� 7--=7 ELEC. a;� SERVICE06 I” lul Lo zr fm 1 __ 4-1I- 1LO SOUTH COURT 1ELPYAT I ON Q �I'' `-i �t7•��.: ��811 +11 ��11 I Job No. '30110 Date _1/1/V3 Drown by DEQ Checked Scale Revisions �i Alt-) of 15255 SW 72nd.Ave ;Y MEC 2001-00111 6 of 18 CM IIIIIIIII(111111 Illillllilll III111111 IIIIIIIIIII I IIIIIIII�IIIh1 III !1111 IIIIIIIII Ihllll III IIIII 111111 I (111 II II illllll_IIIIIIIIIII IIIIIIIII IIIIIIII 111111 II 111111111 IIIIIIIII IIIIIIII II11�1111 IIII�IIII Iill�llll !� I' t.iy IO�Ti.1a� J ! 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SHADE COEFFICENT = 0.48 /' i I `— // I I I SKYL IG"T ASSEMBL'i': '�1; // / { / .� I INSULATED UNITS ., ►� �' SHADING COEFFICIENT = 0.48 $U I LD ING SECTION 114 11 PHASE 2 EXISTING NEW R. . ....../ PHASE I c / LOBBY 2 / NEW — EXISTING "VAC x �J � R' BUILDING SECTION d � � HVAC NOTE Job No. 98110 1-HR PARA ION ® OFFICE 21 —. BE TW N DA7 ARE .I i Date -1/c AND ICE �%/ . � Drawn t�; JEA ' _— Checked Ecale Revisions �— TACKBOARD TACKBOARD — I-H RATED C G DAY RE VESTIBULE LOBBY 2 OFFICE 11 ♦ i- �1 BUILDI B�OtiON • of 15255 SW 72nd Ave MEC 2001-0011 1 7 } 18 .=CCbbi4 i+` . '.::w.Iv, :: .ry;'.wi.vc•yNiMspncnrkvsNrle�+ cm ...yr.. �► � �� uulinl 1 nl�niIunllni in,liui �►�� ���� nu � ►n�iiiiiii"iil nn nn un inn IEO RYliTII! d 1 I I I 1 I I I i I I I `ql ulna 11 1 nl minull i I�. Iln 1 uliluu nnlnn'�mlui�lnnlnnlni lin 1111111111 uulunlunlnn nuliuilunlnul �O I I I1t I� 14 10 �7 1s C. �p �� �f! $3 9t4 td �e 27 2�! 29 30 trk t, aG 1 V mT•1 CIA — 1S (r,� [ _ 2 • r: N 1 #,►� k . 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SHELF AND HOT WATER SAN t I Z l NG "1'P. c SELF-COVE B�-EEt VINYL D18uWA5HER 6" RUBBER BASE 6" RUBBER BASE C AT KITCHEN AT RESTROOM AT RESTROOM U -t 06-EN 1O16 SINK FRONT CouNruR II I � 1 II vIG > 00 (04 4 C: rn ,-� p K) r7 r 7 p N N w O . - I 4 N O O In Ln C-4 Fp- l� Ll A NOTE: ` NET I11i2" CLEAR INSIDE ALL RECEPTION CASEWORK SURFACES DEPTH AT UPPER CABINETS (_ PLASTIC LAMINATE COVERE5 Pittman & 36 22 36 Brc oks, P.C. 24" 24" 48" 24" 1 96" — — — 96° 24 48 3611 60" 96 L ' " 5 111 3 11 " 11 ,t 24° 7L Ja 4--1 4" - - - - ' - in KNEE SPACE - N1, ICIC4 A KNEE n 0 m KNEE SPACE _ _ SPACE 36 I� JF 36 F-�-•I LATERAL FILE -V L 3" KEYBOARD DRAWER rr. • LATERAL FILE �­! 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BD. 3/4" PLYWID v F-- BRICKWORK �_..._..\ -...t , MATCH EXISTING R25 DATT INSUL �' 1� MEMBRANEA PATTERN AND DETAILS _ ROOFING F-1 ,` —_ �,i E---- " GYP BD. - � BUILDING PAPER ON R25 BATT INSUL —� I PLYWD SHEATHING TYPICAL RAFTER DETAh. �1 / L 3'v � 2x3 FURRING -- G�"!' BD ON StEEL BE-+�1P'1 SKYLIGHT SYSTEM BY DEAMORE — R21 BATTS T , 2x3 FURRING — — r E1 N SKYLIGHT E— STEEL BEAM �•. I U 1 SNI 10 JOINT 545W y ICSH T MAYS I DCS R.4�T�R SIC�'L ICSH t IND w o A 1�AR� PET 8 � 11 �1 ! _/�II 11/ �, IIS � _ II �/�M� Y/Z II _ � _ II , =AS I II _ I II YY// z ff((// 11/2 1 O 1 �z -1 O 1 ,2 -1 -P o 0 13- �— 3"e RAIL GAP O Q to M I I BOLI RAILING FULL BRICK RE'URN /-- SEE A8-01 FOR � � o � TO BRICK PER AT C:Ci�NER PARAPET NOTES � v c) N N MANUF• SEALANT 4 BACKER ROD - _ BEAM ABOVE ;°; 4b" GYP. BD. w N W o 0 x r� N N L� 'I GALV. STEEL COLLECTON BOX, SOLDER ALL JOINTS FOR WATERTIGHT 3" TUBE STEEL COL. MEMBRAN ASSEMBLY. ROOFING COVER W/ FINISHED ELEV. SHAFT BOX OF PREFINiSHED PLYWD - METAL FLAN VIEW r A�•1 NOT USsL7 �Oqt II BRICK RITURN NOT USED WINDOW HE04D 1 z 1 O , _ • _ 8•�I� SGUP�-=SR/ - ,2 II = II 11/2 II _11-.11 .0 11 X48 C� I ,z II =11 /SII 1i11 -.11 =0111 Y/ 1 z � • �- 3"4 RAIL CAP O F—I NOTE: E--- 2"x2" ALUM. POST MATCH Ek19TING �• ALUMINUM t GLASS t�-�� `I PATTERA AND DET 4IL.ING " GUARDRAIL SYSTEM SAFETY GLASS PER AT 5RICKIJORK ENGINEERING SHALL MANUF `-'r.,, � BE BY MANUF. �••,'' 1 PROVIDE SUBMITTAL iv fib" GYP. BD. WITH DETAILS, TYP. >,. EXISTING NEW CONNECTIONS AND ENGINEERING CALCULATIONS — ALUM. BOTTOM RAIL �- RETURN BRICK STEEL BEAM `` FLASH OvER LINTEL TO WALL ANGLE, O CARPET EDGE UNDER CARPET EDGE UNDER PROVIDE WEEP HOLES � SEALANT O ^I BEAM FLANGE BEAM FLANGE HOLLOW METAL �I �G Ix3 TRIM -' THERMAL-l:QF_4K DOOR AND FRAME W/ 1�, C O WEATHERSEAL > `2 r 1� 11 ix WD. TRIM ALUM. SAE+4 WINi:✓w W/ 2xb * lb o.a. INSULATED GLAZING 2xb • Ib o.c. STEEL BEAM ----� " ' f•-" GYP. BD. �" GYP. 50, -JOd fI�R I DGa 6. UND E3R RIDGE WINDOW HEAD DOOR JAMB �;T �R I CK �tF �, �3�1� W � � _ X48.13 �I _ � I I X48.12 11 =111 =011 -- X8. 1 1 , � �, _ C ,i 10 1z0 � � � rT . ` h- i F---1 � F ! -- r ,lob No. 98110 HOLLOW MCTAL - Uate I�1/C3 - • FRAME AND DOOR ':-' Drawn by JE,4 WITH WEAtHERSEAL _ BRICK TIES PER STRUCTURAL Checked THRESHOLD: � � Scale PEMKO •21bD 282D LAP BUILDING PAPER OVER FLASHING TOP OF EXTERIOR SLAB Revisions I/4" BELOW FINISH FLOOR II �,`' PROVIDE WEEP HOLES AT BOTTOt-0 70URSE <- - FOUNDATION, SEE STRUCTURAL I148•Z� NOT NOT' USED WINDOW SIlM1. i�00R 511.x. VU�4�� SII_ . � .I 148.18 II, . � II ��•� -r • 1 2 21 .0 1 iz -1 -O ; ,z 11 =iI _�I, 148 16 0/2 Ilwi � _OII A8 of 15255 SW 72nd Ave MEC2001-00411 9 of 18 ' wtfMl ..iws++aMP ^^".,n..r-...sur.• rwn...i•*.at M1 .,«.Mw•mwww..r .._.......•,.•.. ` CM 1111111 III I I nlilu I III u� II Illnlllnlllnlllill�Iln Illi�ln� Inl�iluluu�Inlll IIIInI� nI�!IuIIIIIIullllnlll IIIIIIII I�Iliii n I IIII uulul IIiIII I IUIllu1 InIIIII In!IIUI Inlun nnl I I ull II unlnil iul���i� Iln��ni in�� u� �� ,. � ��,, ••;�`, LEQiSI1.rtY s3TRlr In 13 14 '. ale I� ile ilo �o Ali 9I2 � �a a �e 27 zle 2le 30 Iwtt I IUIOn�.lgll 6111.1-1,1111o'Ia wj1 t r�a ,y iY 'S P'r"15RANE ROnFING w James E�1► rew REFINISHED METAL FLASHING aPORTLAND, OREG N� � '0 F <-- 4b" THICK PREFINISHED METAL FASCIA PANEL I f-- PREFINfSHED METAL ~LASHING • w 4{," GYPSUM BOARD Cn N U 3 LOs81° Roos Not USED Y/ 1 z 1 O _o U E0 L o a 0 to co CD cu �-- CURTAIN WALL MEMBERc cr) J.R. SMITH 61620 ROOF DRAIN ot .6, o n M W/ 3" THREADED OUTLET MEMBRANE ROOFING ON h -i w O .Mo • --- PREFINISHED METAL PLYWDyQ N Vi FLASHING PREFINISHEC �-+ � 60 - x METAL FLASHINGQ� (n N STEEL CHANNEL —4 MEMBRANE Ror`=!NG ON / 3/4" PLYWD J. n n n n n �--- STEEL CHANNEL n n � n u Ix4 T QG CEDAR (— i BRICK COLUMN L _ �--I J �- 4" DOOR FRAME Ix4 T4G CEDAR A9.1 P CURTAIN WALL BRICK I ,z II .I � _OII C3• 8 A9,C� CANOPY / CURTAIN WALL ���•� CANOP`r' goal `•i---1 9',2 � > 7 �J O C�6 � Q C;6 . F'— IN BALL f flR ICAC � - � I /? 'I "m 14 A9 13 CURTAIN WALL / BRICK ., �NTR'to DOOR SILK. NOT USED W �,,� 11 =1r _�II 9 1 L. � � U LO � II-11_011 A� 1 1 I �� 11 =ir _011 -- 1 1 ^ { ��((// z Ll .� 4 � C\2 HLO � O C." �--� Job No. CJ8110 Date 1/7/99 Drawn by JET, Checked Scale Revisions 1:01 CURTAIN WA I CpRN�R well A9, MARTA IN u AInIn / Pl I.ASTBRRTAIN WYALL BABE - , NOT USED 1�1 _ � �� � IIS ► _ 2 Y/ 1 Z A9 �► of 15255 SW 72nd Ave MEC200) 00411 .: .. � 10 01 1e MOW"a " w »+ ww.r•r�aw7.ra • At, rrr ur, r . I r rI�Irlrullnrriulnlrlull,illrinrli II irnl url�nr�IluflnllIfnrlrullnnirnrirrrrinrllnulllrrlurlllr yl;liiii'illlllul �!ul�ur Iu iu I rnlllln Inrlrll rrrllnr�uIl nll IUI rul nn rn, 4 . '� -... � � � � �om..<<. r� d +ib 1 1 ,r 1' r. �� ! ! ► + ! ' ! � I � I i 1 ►�►�°`i , 21 212 Q3 24 2528 27 219 ?_a 3C ' T,j 2" L_ r ( o0 A' JAI + r Y STRUCTURAL NOTES E 1. THE GOVERNING CODE IS THE 1997 UNIFORM BUILDING CODE (U.B.C ) WITH THE 1998 E. 1 rew nO!?EGON REVISIONS• BRICK ANCHORED �! NAILING AND CONNECTION SCHEDULE 2 ALL NEW CONSTRUCTION HAS BEEN DESIGNED FOR THE FOLLOWING LIVE AND SNOW LOADS, 1. ALL LEDGER ANGLES WHICH SUPPORT BRICK SHALL BE HOT-DIPPED GALVANIZED, IN MINIMUM NUMBER OF NAILS FOR WOOD MEMBERS D, OREGON UNLESS NOTED OTHERWISE ACCORDANCE WITH ASTM A 1?3, (EXCEPT AS NOTED ON DRAWINGS)F� A LIVE LOADS 2• PR❑VIDE APPROVED VENEER ANCHORS IN COMPLIANCE WITH U•B.C. CHAPTER 14, AT NOT �(ECTIO ROOF......................... 20 PSF MINIMUM ROOF LIVE LOAD (REDUCIBLE IN LESS THAN ONE (1) PEP, EACH TWO (2) SQUARE FEET OF WALL AREA AND AT NOT OVER STUDS T❑ PLATES - END NAIL TWO (2) 16D �� ACCORDANCL WITH U.B•C REQUIREMENTS) TWENTY-FOUR INCHES (24') ON CENTER HORIZONTAL SPACING• PROVIDE ADDITIONAL OR - TOE NAI' FOUR (4) 10D FLOORS,,,,,,,,,,,,,,,,,,,,,,, 50 PSF TIES AS REQUIRED, SPACED NOT OVER THREE FEET (3'-0') APART, WITHIN TWELVE TOP PLATES & BOTTOM PLATES FLOOR PARTITION ALLOWANCE- 20 PSF INCHES (12') OF THE EDGE AROUND ALL OPENINGS AND AT EACH THIRD COURSE AT - SPIKE TOGETHER 10D AT 8' ON CENTER WIND,. . ..,. .,, .. U,B,C• 80 MPw EXPOSURE P. JAMBS. INSTALL ANCHORS IN SECOND COURSE ABOVE AND BELOW LEDGER ANGLES. - LAP AND INTERSECTIONS FOUR (4) IOD EACH SIDE JOINT SEISMIC........ U.B.0 ZONE NO 3 3. VENEER ANCHORS ARE TO BE HOT-DIPPED GALVANIZED, TWO-PIECE ADJI'STABLE TIE AND FLOOR JOISTS ROOF Jr1ISTS CEILING JOISTS B SNOW LOADS ANCHOR SYSTEMS, 3/16' DIAMETER STEEL WIRE AND 14 GAUGE BENT STEEL SHEET. SIZE - TO PLATES OR BEAMS - TOE NAIL TWO (2) 10D ROOF 25 PSF MINIMUM ROOF SNOW LOAD (SNOW BUILD-UP AS REQUIRED TO EXTEND WITHIN 3/4' OF 'HE OUTSIDE MASONRY FACE. VENEER ANCHORS BLOCKING TO PLATE - TOE NAIL TWO (2) IOD LOADING IN ACCORDANCE WITH S.E.A,O• SNOW SHALL ENGAGE OR ENCLOSE A HORIZONTAL JC'INT I-EINFDRCEMENT WIRE IN THE VENEER BLOCKING TO JOISTS - EACH END TWO (2) IOD LOAD ANALYS:S, U.B.0 APPENDIX CHAPTER 16, OF NO. 9 GAUGE, [7R EQUIVALENT, THE JJ',rdT REINFORCEMENT SHALL BE CONTINUOUS, CORNER STUDS 10D AT 12' ON CENTER DIVISION 1). WITH BUTT SPLICES BETWEEN THE TIES PERMITTED, 2X LAMINATED BEAMS 10D AT 12' T&B STAGGERED WOOD STUD BACKING. DW-10 HS BY HOHMANN AND BARNARD, INC,, WITH HOHMANN AND PLYWOOD SHEATHING y- ,,.AL BARNARD, INC.'S BYNA-TIE AND SEISMICLIP (OR PER CHART BELOW), ATTACH TO WO(1D 1. ROOF SHEATHING 3/4' INDEX 48/24 TONGUE AND GROOVE I UNLESS OTw1RWISE NOTED, MATERIAL AND DESIGN SPECIFICATIONS CITED HEREIN SHALL STUDS WITH A MINIMUM TWO (2) NO. 8 X 1-1/2' WOOD SCREWS, AT EDGES OF EACH SHEET, BLOCKING & WALLS 8D AT 4' ON CENTER BE THOSE CONFORMING WITH THE VERSION OF THE APPL,CABLE S'ECIFICATION OR CODE 4. ALL HOT-DIPPED GALVANIZING OF VENEER ANCHORS, AND ALL OTHER HARDWARE WHICH AT INTEPIOR OF SHEETS 8D AT 8' ON CENTER MOST RECENTLY ADOPTED BY THE PERMI' TING AUTHORITY SUPPORTS VENEER, SHALL HAVE A MINIMUM COATING OF 1,5 OUNCES OF ZINC PER SQUARE AT BOUNDARIES OF ROOF 8D AT 4' ON CENTER E-41 04 2 THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITI❑NS APED• VERIFY FOOT OF SURFACE AREA, IN ACCORDANCE WITH ASTM A 153, CLASS B2. 2. FLOOR SHEATHING 1-1/8' 2-4-1 TONGLE AND GROOVE rn ALL DIMENSjONS AND ELEVATIONS RELATIVE TO THE EXISTING STRUCTURE (E). A ALVENEER SYSTEM- AT EDGES OF EACH SHEET, BLOCKING & WALLS 10D AT 6' ON CENTER w SHOP DRAWINGS SHALL BE REQUIRED ON REINFORCING STEEL ANL STRUCTURAL STEEL, HOHMANN AND BARNARD DUR--O-WAL HECKMAN AT INTERIOR OF SHEETS IOD AT 10' ON CENTER O AND SHALL BE REVIEWED PRIOR TO FAARICATiON. STUD BACKING: AT BOUNDARIES OF Fi_OOR IOD AT 6' ON CENTER 10-11 - UNLESS STATED 7THERWISE IN THE SPECIFICATIONS, SUBMIT ONE (1) PRINT AND ONE ANCHOR DW-10 HS D/A 210 LIGHT DUTY SEISMIC 315-D APPLY A 1/4' DIAMET^R CONTINUOUS BEAD OF CONSTRUCTION ADHESIVE CONFORMING WITH �+ o (1) REPRODUCIBLE FOR REVIEW, ",E BYNA-TIE D/A 700 SERIES WITH 316 AFG-01 TO TOPS OF ALL JOISTS, BLOCKING AND PLATES IMMEDIATELY PRIOR TO PLACING 4 THIS STRUCTURE AND ALL OF ITS PARTS MUST BE ADEQUATELY BRACED AGAINST WIND AND WELDED CLIP PANELS. � E o SEISMIC FORCES UNTIL THE PERMANENT LATERAL-FCRCc` RESISTING SYSTEMS HAVE BEEN CL CLIP 198-A SEISMICLIP ATTACHE[ TO TIE NO. 370 SEISMIC HOOK 3. WALL SHEATHING 1/2' INDEX 24/0 (MINIMUM[ SEE SCHEDULE) = - CONSTRUCTED AND ALL ATTACHMENTS AND CONNECTIDNS NECESSARY FOR THE STABILITY �; Cn - r- 0)TAB WELDED TO TIE BLOCK ALL EDGES NOT SUPPORTED BY FRAMING MEMBERS WITH 2 X 4 FLATS p ai ao to OF THE STRUCTURE AND ITS PARTS HAVE BEEN MADE, AT EDGES OF EACH SHEET TO STUDS, BLOCKING a PLATES 8D AT 4' ON CENTER Q d M 5. ALL. PRODUCTS AND MATERIALS USED BY THE CONTRACTOR SHALL BE APPLIED, PLACED, STRUCTURAL STEEL AND MISCELLANEOUS IRON AT INTERIOR OF EACH SHEET 8D AT 8' ON CENTER I I ERECTED OR INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S 1. STRUCTURAL STEEL SHALL CONFORM WITH ASTM A 36, AT BOUNDARIES OF WALL 8D AT 4' ON CENTER u , ,- INSTRUCTIONS. STRUCTURAL TLtBES SHALL CONFORM WITH ASTM A 500, GRADE B, FY = 46 KSI. o I- C14 N SITE PREPARATION 2. ALL FABRICATION, ERECTION,- IDENTIFICATION AND PAINTING OF STRUCTURAL STEEL ETHER _WODD CONNECTIONS r� .-,% SHALL CONFORM WITH A,I.S.C. SPECIFICATIONS• 1. ALL PLATES AND LEDGERS SHALL BE ANCHORED WITH A MINIMUM OF THREE (3) ANCHORS 0 0 3. ALL WELDING SHALL CONFORM WITH A.W.S. SPECIFICATIONS, PER PIECE,PRE-ROLL THE AREA '11THIN BUILDING ARE(1 AND 5'-0' MINIMUM AROUND THE BUILDING WITH N vi ul u) (u .�.� A HEAVY VIBRATORY ROLLER OR LOADED DUMP TRUCK, MAKING AT LEAST THREE (3) PASSES ALL WELDERS SHALL BE QUALIFIED UNDER A,W,S• SPECIFICATIONS. MINIMUM SIZE AN MAXIMUM SPACING Zi '- � � xx OVER THE ENTIRE AREA, ANY AREAS WHICH EXHIBIT EXCESSIVE WEAVING OR 'DEFLECTION 4. ALL MEMBERS SHALL BE CONNECTED WI1H SEMI-FINISHED MACHINE BOLTS UNLESS NOTED 2. PLATES TO CONCRETE 'ei (n C14 f UNDER THE WEIGHT OF THE ROLLER OR DUMP TRUCK SHALL BE OVER-EXCAVATED, AS OTHERWISE ON PLANS, MACHINE BOLTS SHALL CONFORM TO AS i M A 307, GRADE A, FOUNDATION WALLS 1/2' DIAMETER X 1L' ANCHOR BOLT AT 4'-0' DN CENTER NECESSARY, TO REMOVE ANY UNDESIRABLE SOILS IN THE AREA, THEN BACK.-FILLED WITH 5. EXPANSION ANCHORS SHALL BE I.C,B4O,-APPROVED (ZINC PLATED IN ACCORDANCE WITH 5/8' DIAMETER X 10' ANCHOR BOLT AT 4 -0' ON CENTER CLEAN, �tE[_L-GRADED SAND OR SAND-AND-GRAVEL MATERIAL• ASTM B 633, HOT-DIPPED GALVANIOcD IN ACCORDANCE WITH ASTM a 153, A.I.S.I. 304 3. EXPANSION ANCHOR EMBEDMENTS STRUCTURAL, FILL OR BACK-FILL STAINLESS STEEL) AND CONFORM WITH FS FF- S-325, GROUP II, TYPE 4, CLASS 1. (UNLESS NOTED OTHERWISE) 5/8' DIAMETER WITH 3' MINIMUM EMBEDMENT ACCEPTABLE ANCHORS ARE 'REDHEAD WEDCr ANCHORS' AS MANUFACTURED BY ITW 4, ALL FRAMING CONNECTORS SHALL BE SIMPSON OR APPROVED, FILL ALL NAIL HOLES WITH ALL FILL AND BACK-FILL PLACED IN THE BUILDING AREA AND BENEATH PAVED SURFACES RAMSET/RED HEAD, 'POWER-STIJD' AS MANU-ACTURED BY POWERS FASTENING, INC., OR NAILS AS SPECIFIED BY THE HANGER MANUFACTURER, UNLESS NOTED OTHERWISE, V SHALL BE DENSELY COMPACTED. SUCH FILLING AND BACK-FILLING SHALL BE ACCOMPLISHED HILTI 'KWIK--BOLT 1I' AS MANUFACTURED B� HILTJ FASTENING SYSTEMS, INC. ANCHORS HANGERS TO DEVELOP STRENGTH OF MEMBERS, AFTER REMOVING ALL VEGETATION, RUBBISH AND EXISTING FILL, STRIPPING ALL TOP SOIL_ SHALL BE INSTALLED IN ACCORDANCE WITF THE HAN'JFACTURER'S RECOMMENDATIONS. 5. PROVIDE STANDARD PLATE WASHERS UNDER HEADS OR NUTS OF BOLTS BEARING ON WOOD, (SIX INCHES [6'1 MINIMUM) AND PRE-ROLLING WITHIN THE BUILDING AND PARKING AREAS 6. ANCHOR BOLTS SHALT_ CONFORM WITH ASTM A 301 GRADE A AND SHALL BE PROVIDED OR FOLLOWING OVER-EXCAVATION IN FOOTING AREAS, IF OLD FILL OR SOFT NATURAL SUB WITH STANDARD WASHERS AND NUTS, GALfANIZE EXTERIOR BOLTS, GALVANIZING SHALL GRADE MATERIAL IS ENCOUNTERED, OVER-EXCAVATE AND REPLACE WITH COMPACTED FILL, ALL BE IN ACCORDANCE WITH ASTM A 153, CLAS C. NUTS SHALL BE OVER-TAPPED TO CLASS STRUCTURAL FILL SHALL BE PLACED IN LOOSE LIFTS, NOT EXCEEDING EIGHT INCHES (81) 2A FIT BEFORE GALVANIZING, IN ACCCRDA4CE WI FH ASTM A 563. IN THICKNESS AND COMPACTED TO A DENSITY OF AT LEAST NINETY-FIVE PERCENT (957) OF MAXIMUM DRY DENSITY, AS DETERMINED BY ASTM D 1557, THE ADEQUACY OF THE FIELD FRAMING LUMBER `(/,/�/ ✓ COMPACTION SHALL BE VERIFIED BY RANDOM FIELD DENSITY TESTS. STRUCTURAL FILL SHALL 1. ALL FRAMING LUMBER SHALL BE DOUGLAS FIR-LARCH, AS NOTED BELOW, AND SHALL BE O CONSIST OF A SAND AND GRAVEL MIXTURE OR CRUSHED ROCK (WELL GRADED FROM COARSE-TO GRADED UNDER THE MOST RECENTLY-ADOPTED RULES OF THE WEST COAST LUMBER 4--1 FINE W'(TH LESS THAN TEN PERCENT [1071 BY WEIGHT OF THE MINUS THREE-FOURTHS INCH INSPECTION BUREAU (W,C.L.I.B.). � '�Z77 [3/4'] FRACTION PASSING THE N0, 200 SIEVE), AND SHALL BE FREE OF ORGANICS, ---- r/ RUBBISH, CLAY BALLS AND ROCKS LARGER THAN FOU' INCHES (4°), COMPACTION WITHIN A. EXTERIOR WALL STUDS NE 2 OR STUD GRADE I� FIVE FEET (5'-0') OF THE WALLS SHALL BE ACCOMPLISHED WITH LIGHT-WEIGHT, HAND-HELD B. INTEF4kTnR WALL STUBS STF NDARD :'R BETTER OR STUD GRADE t�-I EQUIPMENT. EXERCISE CARE SO WALLS ARE NOT DISPLACED OR. CRACKED. C. -iOISTS NO. L o E1UNpATI❑NS D. BEAMS NO, 1 E. POSTS NO. ] I FOUNDATION SIZES )IRE BASED ON A TOTAL I_Cnn T1E/`RINri SOIL PRESSURE OF 1500 PSF. F. BLOCKING, PLATES, BRIDGING STANDARD OR BETTER OR STUD GRADE W 2. ALL FOOTINGS SH.' L. BE FOUNDED ON FIRM, UNDiSTUP.BED ORIGINAL SOIL, OR ON F—i 2. ALL MEMBERS 3X OR LE;;S (LEAST DIMENSIONS) SHA'._L BE 19% MOISTURE CONTENT, ENGINEERED FIL!_ COMPACTED TO MINIMUM OF NINETY-FIVE PERCENT (957) OF THE ASTM MAXIMUM. F•-� D 1557 DENSITY, 3. PR❑VIDE SOLID BLOCKING (SAME DEPTH OF IIEMBE EAT ALL POINTS OF BEARING, SOLID 3, ALL FOOTINGS SHALL BE A MINIMUM OF 1'-6' BELOW FINAL GRADE OR V-0' BELOW BRIDGING AT 8'-0' ON CENTER MAXIMUM Srir,_L BE REQUIRED WHERE JOISTS HAVE A EXISTING GRADE, WHICHEVER IS LOWER. FIVE-TO-ONE (50 OR GREATER DEPTH-TO-THICKNESS RATIO AND WHERE ONE (1) EDGE W 4. ALL DISTURBED SOIL SHALL BE REMOVED BY HAND OPERATION FROM FOOTING EXCAVATION IS NOT HELD IN LINE BY SHEATHING, WALLBOARD, BRACING, ETC. r� + TO NEAT LINES. 4. ALL PLATES AND LEDGERS .N CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE S• BOTTOMS OF FOOTINGS SHALL BE STEPPED FROM ELEVATION TO ELEVATION AT A RATIO TREATED IN ACCORDANCE WITH A,W,P.A, STANDARD C-2. PRESSURE-TREATED LUMBER OF ONE (1) VERTICAL TO TWO (2) HORIZONTAL, WITH A MAXIMUM VERTICAL STEP OF SHALL BEAR THE A.W.P,B. (AMERICAN WOOD PRESERVERS BUREAU) QUALITY MARK. 5• FOR NAILING, SEE SCHEDULE AND DRAWINGS• 11-I O ra CRETE REINFOR TING, STEL PLYWOOD SHEATHING I. ALL REINFORCING STEEL FOR THE CONCRETE SHALL CONFORM WITH ASTM A 615 GRADE 60• 1. ALL PLYWOOD SHEATHING SHALL_ BE C-D GRADE=, UNLESS NOTED OTHERWISE (WITH 2• REINFORCING (MINIMUM UNLESS NOTED OTHERWISE ON PLANS) EXTERIOR GLUE MANUFACTURED IN ACCORDANLE WITH UNITED STATES PRODUCT STANDARD A. REINFORCING FOR WALLS PS 1-83/A,N.S.I, A199,1 'FOR CONSTRUCTION '^ INDIJSTRI',�_ PLYWOOD'), SHALI F' - VERTICAL NO, 4 AT 12' ON CENTER, HOR.JZONTAL N0. 4 AT i2' ON CENTER CONFORM WITH U.B.C. STANDARD 23-2 ANP. `'FALL BEAR THE A.P,A, TRADEMARK OF TH7 B. PLACE TWO (2) NO. 5 CONTINUOUS AT BOTTOM, TOP AND AT DISCONTINUOUS ENDS AMERICAN PLYWOOD ASSOCIATION. OF ALL FOUNDATIONS AND WALLS AND AT PERIMETERS OF PRE-CAST PANELS. A. ROOF SHEATHING 3/4' INDEX 48/24 T&G C. PLACE 2'-0' X 2'-0' BARS AT CORNERS AND INTERSECTIONS FOR WALLS AND B. FLOOR 1-1/8' 2-4-1 F&G FOUNDATIONS EQUAL IN SIZE AND NUMBER TO HORIZONTAL REINFORCING AND AT PRE C, WALLS 1/2` INDEX 24/0 -CAS F PANEL CORNERS, 2. PLYWOOD SHEATHING SHALL BE LAID WITH END JOINTS STAGGERED, 3 ALL REINFORCING STEEL SHALL BE DETAILED, FABRICATED AND PLACED IN ACCORDANCE 3. BLOCK ALL SHEAR WALL SHEATHING WITH 2 X 4 FLAT BLOCKING AT ALL EDGES, WITH A.C.I. DETAILING MANUAL 315, 4. NAIL IN ACCORDANCE WITH SCHEDULE AND DRAWINGS, r, A. ALL REINFORCING STEEL SHALL BE ACCURATELY AND SECURELY PLACED. 5• LAY OUT PLYWOOD TO ELIMINATE ANY WIDTH [.FSS THAN 1'-0', EXCEPT AT PLYWOOD h-+--1 B. MINIMUM COVER FROM CONCRETE SURFACES TO REINFORCING STEEL SHALL BE, FLOORS WHERE MINIMUM DIMENSION SHALL BE 2'-0'• UNLESS ALL EDGES OF THE 3' t 1/2' TO BOTTOM OF FOOTING UNDERSIZED SHEETS ARE SUPPORTED BY BLOCKING, �I 2' t 1/4' TO EARTH FACE OF WALL 6• 'CONTRACTOR IS TO PROTECT FLOOR AND ROOF SHEATHING FROM EXTREME WET CONDITIONS E-1 CENTER OF SLABS-ON-GPADE TO LIMIT MOVEMENTS DUE TO EXPANSION CAUSED By MOISTURE, ADDITIONA`LY, PROVIDE IL-1 &_.i C r h C. ALL REINFORCING LAP SPLICES SHALL BE F : CONFORMANCE WITH A.C.I. 318 PROPER PANEL SPACINGS PER THE AMERICAN PLYWOOD ASSOCIATION RECOMMENDATIONS, 1� (� 'BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE', AS SHOWN BELOW, LO F(14UNLESS NOTED OTHERWISE, 1_SE_=IEA$R�ATED FLOOR AND ROOF- JOISTS O F — I. Al ROOF AND FLOOR MEMBERS SHALL BE MANJFACTURED BY TRUS JOIST MACMILLAN #5 2`° CORPORATION OR APPROVED. 27 2. ALL JOISTS SHALL CONFORM WITH ALL APP[ ICABLE PROVISIONS OF THE U,B,C, Job No. 9$110 ECNERETE - CAST-IN -PL CE 3. JOISTS SHALL NOT EXCEED A LIVE LOAD DEFLECTION OF L/360 AT ROOF AND L/600 AT Date _T/-1��-�`J FLOORS, OR THE WORKING STRESSES AS SF,nWN IN THE U•B•C• STANDARDS FOR Drawn by JEA L ALL CONCRETE SHALL DEVELOP A MINIMUM TWENTY-EIGHT (P8) DAY LABORATORY-CURED APPROPRIATE MATERIALS UNDER A TOTAL LOAD OF, COMPRESSIVE CYLINDER STRENGTH OF, 40 PSF FOR ROOD STRUCTURES, Checked 3000 PSI FOR FOUNDATIONS. 65 PSF FOR FLOOR STRUCTURES, Scale 2500 PSI FOR INTERIOR SLABS-ON-GRADE. 4. JOIST MANUFACTURER SHALL BE RESPONSIBLE FOR COORDINATING SLOPED BEARING CONCRETE EXPOSED TO ELEMENTS SHALL HAVE 5X t 1% ENTRAINED AIR, BY VOLUME, REQUIREMENTS WITH BEAM MANUFACTURER. CONFORMING WITH ASTM C 260. 5. JOIST i;ANUFACTURER SHALL FURNISH COMPI_E1E ENGINEERING SHOP DRAWINGS WITH Revisions2. A MINIMUM OF THREE (3) CONCRETE TEST CYLINDERS SHALL BE PROVIDED FOR EACH ONE REGISTERED STRUCTURAL ENGINEER'S SEAL, HUNDRED 2100) CU YARDS OR .EACH DAY OF POUR, FOR EACH CONCRETE STRENGTH, .. ` 6• TJI SERIES 'CYLINDERS SHALL BE TIftTED AS FOLLOWS, ONE (1) AT SEVEN (7) DAYS AND TWO (c> MANUFACTURER SHALL FURNISH ALL END AIJD INTERMEDIrATE STIFFENERS, BLOCKING AT TWENTY-EIGHT (28) DAYS. AND/OR SHEAR PANELS, METAL BRIDGING ASSEMBLIES AND HANGERS, AS REQUIRED TO 3, CONCRETE CYLINDER SAMPLING AND TESTING SHALL CONFORM WIT14 ASTM SPECIFICATIONS, PROVIDE A COMPLETE FLOOR OR ROOF STRUCTURAL SYSTEM, ACCEPTANCE OF CONCRETE SHALL :jE GOVERNED BY THE PROVISIONS OF A.C.I. 318 7, LAMINATED VENEER LUMBER, NOTED ON THE PLANS AS 'MICRO-LAM' OR 'LVL', SHALL BE 'BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETC', TWO (2) SETS OF MIX PROVIDED BY THE JOIST MANUFACTURER, IT SHALL BE 1-3/4' WIDE AND MATCH THE f DESIGNS, WITH COMPLETE STATISTICAL BACKUP, SHALL BE SUBMITTED FOR REVIEW, FLOOR JOIST DEPTH. 4. CONCRETE MATERIALS, FORM WORK, MIXING, PLACING AND CURING SHALL CONFORM WITH B. LUMBER, NOTED ON THE PLANS AS 'PARALLAM', SHALL BL PARALLEL STRAND LUMBER, AS THE SPECIFICATIONS CONTAINED IN THE A.C.I. 'MANUAL OF CONCRETE PRACTICE', MANUFACTURED BY TRUS JOIST MACMILLAN CORPORATION, 5. AT AREAS OF DEPRESSIONS FOR SLABS AND BEAMS, PROVIDE MINIMUM THICKNESS OF 9. LUMBER, NOTED ON THE PLANS AS 'RIM BDARP', SHALL BE TIMBERSTRAND RIM BOARD DEPTH AS FOR ADJACENT AREAS, UNLESS NOTED OTHERWISE. MATERIAL, AS MANUFACTURED BY TRUS JOIST MACMILLAN CORPORATION, 6. CONSTRUCTION JOINTS BETWEEN FOOTINGS AND WALLS, COLUMNS OR PILASTERS AND THE 10. DOUBLE ALL JOISTS UNDER MECHANICAL UNITS AND PARALLEL PARTITIONS, UNLESS NOTED SLABS THEY SUPPORT AND WALL CONSTRUCTION JOINTS SHALL. BE PREPt"RED BY OTHERWISE• ROUGHENING TO A FULL AMPLITUDE OF APPROXIMATELY 1/4", LEAVING TI E CONTACT SURFACE CLEAN AND FREE OF LAITANCE• 7, CONCRETE SHALL NOT BE PLACED ON FROZEN GROUND. S t of 15255 SW 72nd Ave MEC 2001.00.111 11 of 18 • -°'sM,Y�Yt,�ogMCINRMN�i�Itl�YaMa�htA�h�'Ie�it+yiNp,�il, l' ...._._ LEGUNIITY STRIP Cf11 IIIII{ullunluiliill,Ilrl n{{1ulll,{u�{{{Ilnuli�u1{{�,lulllll�Ililil nu�nn1nl{ilnt uu�ul{�IUt 1111 1111 t►�1IuI Inlllulullllul ;Inllllll►_ullll�l uI{Itnl�Ilnlnultlnlln{ II!tltn{�{„�Inll ui�'ji�{ ,{ui{n{jiiiij{ii� i,iiji�{i �n�I�� 11 12 13 22 2l3 24 op 26 28 27 20 20 30 Yv o FFF `C y" ot yy , I NOW 08 A! { w{. , r � ea( x q a �(_• a4 r t,�� a .a T. 1 . F"""5 r� • w' 1 3x6 F.T. PLATE - 3xb P•T. PLATE x 10" A.B. V0 EPDXY A.B. 13'-S" 23'-0" SFE SCHEDULE f J SEE SCHEDULE 52. 03 HD10A w aures E. An ews� A, STHDB � �� �.r� - --- -- i_.... , - - PORTLAND, OREGON IIJ IIIIIIIIII - II =I = III-= PHASE I PI,.,SE I 10 2 1 fill 1 I -' - • 0- NEW .4 VERTICAL 12" - -._-_ - 03 1-049 12" ac. 24'-0" Il'-I" EXISTING EXISTING NEW �� i i 1 I i i 3 52.03 (52 06 ? 05 CONT. t t B I'_6" 2 •4 T t B i . �: WIG- C62-03) --- -� i i THDB 52.05 1 -- - - --- �P -- ----------- -- C� HD - - 71T5 ;�.... • ._.........:��-..... ...,.............................._....... .. � 1 HD10A 0 ' 6 �Z O2 rH IrICRNRA 6L,4l3 r-Tco, ; , --- ----------=- - w --= .:: =.:--:--,:-• _--- -�� _ -------- - x� � ;u _. ... ... -- - • , 3/4 x 11 W1 __ - _. -S G I !I 2 04 = I I I 1 1 1 ° HD15 W15 L ' III 52.02 52.07 I I 2'-011 I I J2°0� - r- - -- -- I- ( d" CONC. SLAB ON ' i i I SIM. , 4" COMPACTED GRAVEL ON ' I 52.06 I m CeP2-03 11XT R10R WALL PN rDTN VAPOR'BARRIER ON i I "'1 I �1�� � i � HD15 !I i B I i i i i j • - l l 1� I FINE GRADED EARTH ----- -- Cn I _.__ J _ ---------- - � P.T. 3xb W/ 1 — 52.20 w •4 X 32"O.G. 11 I I W C i ! x 10 A.B. I I 4" CONC. O. 11 1 I I I 1 II II I 0 1 I 1'' SEE SCHEDUL I I 1. I -- .ur a�....._........... L... .. .l...,....1.... I STHD10 ` , I 1 1 .:...i... •r• 1 I 4 J I I �._ _ E I I 4 COMPACTD GRAVEL ON I _._. t. ':r I,......T...... .. . i o 1 I II d / 51M. ( � S •03 VAPOR BARPER ONI I I I FINE GRADEGEARTH ` -- ii 'il I I �� _...1..1� I I c I 1 i ' I -� I I 1........... � ._._...r I - I I I to � to � II IIIIIIII �._ ---- —._.... - - 10 Illlf-1111(= -- _ ,,e fl l Q> > ►� i I it •4 a 12" oz. EAU A In i i 2'-0" SQ. x '! ' � I � 3 I � I , 1 , ,. 1 W < _� • 11 I I 1 1'-0" FTG. :.../ ___._..��...... _. .......... _...__.._._...._._... ___....................,_ - I I W/ I-0 HOOK ON VERT. _ i r___J 1... I W14 1 , � , � � I I 3= bll ii 11 4 VERTICAL 12 , ,I r 3 i I - _............. _. L....... -........'1'..........._............. .. J2 03 ---__--- . r- J-�-_ --_--_-J _.._.-..........a __ .................... I 1 r- - -- _... W3 I 1 r------------ .. 1 I -- , , v ►� ►`� p L N N ---� II `J' 2.05 r ---- W V' _ II 2 •5 CONT. 7 1 g .,_ I „ 1 I , �/.. , I V PHI��I 3I`� 52 03 � .-..'., i1 11" THICK WALL AT - ' li i 1 I-�'---- '-"`' ---� ' 1 �. II I I SSTB28 o L'j ro M SOUTH SIDE OF PIT ' iF 52.03 I I 1) I ' �p 0 +; U-) FOR BRICK LEDGE I ii C i I �2.0(0J I ` i ! •••-•-•----- -� o = o xv I I r—•1 r.-� V1 F--t-UGH JOIN'S 1 ;� i .1. i 52.03 ' I i ---------- ;I --- ' I 2 •5 CONT. F ------- ------- -- I -- T t B i ii I 511 CONC. SLAB W/ , ..._L-- ...................— �'..ei , ;,�___ _— _. -. _ ::: .......... :::::.-.......:........:.:-: ..........................:.. —--- ............r.::::.:::: :::::m .................................... ,i •4 EAU • 16" oz. ---- -------- ---- _. -3 9 -0 I 1 CENTERTED IN SLA ,. 8Z•m8 >�tORRONt WALL PN1arN -- __________�_________ ____ �, C�- 10 �3 IIII_IUE • DEiOTE5 HOLDDOWN III I=1111= 5Ei SCHEDULE DENOTES HOLDDOWN I'-b" SEE 5GaEDULE •� POUNMATION PLAN�811s11_/� 11 1�f// 0 LE VAT'OR P I T 4-+ 9!214 ,3,4 „+� EXISTING WALL ff/ / ANCA FOOTING V -- %3xb P.T. PLATE ' -I "0 x 10" A.B. SEE SCH!✓VULE � F� 05 T45 _....__. �. r_ 112"0x6" PARABOLT 0 321,oz. nlll= Ill_ �, b ll`- •4 VERTICAL a 1211 11 'I 2 5 CONT. T t g g•. 411 - ii CQ r 1111/111 F� C) Oid n4DTN S WALL 0350`r aZ• INTRRIOR WALL PNOTN LO . C A-, -I ,lob ���. °►8110 Date 7f x!99 Drawn by JE�A Checked Scale Revisions 6r I 15255 sW 72nd Avr MFC2001-00411 12 h1 19 1 . ,.,, .; .....,,,,,ems :. ,�„�,r..,,.-. -�. .._ -- --........,,.•---�.,-.,..____.__..._..__. ._.._._. ..._. ..,__.._.. ..-_- _..._...____..._ _ __ _._ _..._._ _ v. T,,. Cm 11111111! IIIIIIIII 111111111 III111111 IIII 1111 11111111 III) 1111 IIII (III III 1111 IIII IIII IIII IIII Iln II11 Int IIII °'°"r' 1 war �' v, IIO ,I, Ig '1311 1114n 1 Illlllellllllllhllllll'llll 11 ulnllllnl 1 II InI 11111 III IIII,n11 Illllii •, - : :: ,- - .. LEvA1u� T �1�1 � I I 1 I I I l I I I I ( I �• I�i�ln11I_111111111 Iu111u1lllll�lnl Iulllu1n11111n1 i0 .1«11 I 1 v 13 9 20 21 22 23 214 >ta �!! 3�7 �a 219 310 4 0'` 1 _ , Mf too I i e r Jt G { st 1 - - 5HErAR WALL 5GHEDULE ---- --- - - -- - ---- &S MST48 ] amen E. dre sCn _ - c�Rr• NAILING s•��, W17 CDX PANEL PANEL �"�xl@" 51MP90N LEVEL MARK PLY'WD EDGES FIELD ANCH. BLTS I NOLO DOWNS REMARKS ��::� � PORTLAND, OREGON EXTERIOR 8d * 4" 8d * 8" 48" o.c. STHD 8 r•!r" DBL. STUDS •4T HOLD DOWN 4xl@ 11 . 1. � �I ONE SIDE fY INTERIOR - 54.1 1 I �F Q W2 ad • 4 8d * Bpi 48 o.c. STHD 8 DBL. STUDS AT HOLD DOWN PHASE I PHASE 2 �(� 1v r�i o U - ONE SIDE _-- - N i NEW EXISTING EXIST'NG NEW x I 3 0 3 �3` INTERIOR 8d * 4 8d * 8 48 o.c. STHD 8 CBL. STUDS AT HOLD DOWN d ONE SIDE _— - W4tE RIOR 8d • 4" ad * 8" 48" o.c. STHD 8 DBL. STUDS AT HOLD DOWN W16 4xle' ' p ''DE _ _ _ _ -±x- Er - It LjiLwi , '.OR E+d * 4" tad 9 8" 48" o.c. STHD 8 DBL. STUDS AT HOLD DOWN 4x10 W1 MST4 W5SIDE y 3 v x EXTERIOR PPE) b 1`0-- W(O ONE SIDE 8d * 3 _ 8d * 8" 48" o.c. SSTB 28 14 DBL. STUDS AT HOLD DOWN IN - - - - -- - ,� MST72 --- -- J401a MST72 W15 - `n In UJ'1 ONE SIDE Sd * 4" Sd * 8" 48" o.c. x IpLATE - - ^ - r - _ NAIL ING _ - - I 54.09 � - N � ��� ONEEXTERIORSIDE 8d * 4' p Bp. 16d • 6.. 3 4x10 4x1D x8 `t 16- P .�. _,.per„ ,._. : ST 0236 / O opplill -6 Cl ��� ONE SIDE 8d * 4" 8d • 8" Ibd * 6" '� INT END =("- DBL. STUDS AT HOLD DOWNIrhl Irl MST48 �4•�2 MST 12 WE. END r o a W12 ONE SIDE 8d * 4 8d * 8' Ibd * 6" MST 48 EAST END DBL. 5 UDS AT HOLD DOWN i 4 II I t 11 00 MST 48 -- 9 II; Q1 I - r4 E O 0 W13 ONE SIDE ed * 4" 8d * 8" Ibd * 6° EACH END DBI_. STUDS AT HOLD DOWN � I.I i i j I I � I � W8x 18 i � � 0 a ^ rn --- EXTERIOR • 4„ 8d * 8" Ibd * 6'; MST 48 --- - ^�� 1• j x I > r� Ill (y W14 ONE SIDE rgd - EACH END DBL. STUDS AT HOLD DOWN � cp) 4516 r x -x I O ti a0 c[� CV ¢ h r) Q cn 84.07 �, i I W8xa, I'1 -D 1 I U _...__........._......_...._....... 1" ONE SIDE 12 ;i MST 48 In 2 x `d. L �)rJ' 3 I0d * 8'' Ibd * 4 EACH ENC DBL. SCUDS At HOLD DOWN 3 I X4 10 i... .-- I _ - - w v N N 5 x 5 W S 4 t` M M UJ16 ONE SIDE Sc� * 4" 9d * 8" i6d * 6" MST 48 DBL. STUDS AT HOLD DOWN - - JF i' • 84.1 —/ �-+ a - MST48 w N —� - -�_ EACH END - _ 3 40 Q �� 4 N �Lo `. EXTERIOR. � * 41' Bd * e" I6,� * 6" MST 48 � UJ1 ! DBL. STUDS AT HOLD DOWN - 4 LO X o o ONE SIDE _ EACH END 0 `� II BRICK ANGLES: In N U- _ o a ry� ANCH. BLTS 84�� lx4x3t AT 1@' OPENINGS EXTERIOR STHD 8 PHr. _ _ _ bx4x% AT 8' OPENINGS �1� ONE SIDE * 4„ * 8" 48" o.c. DBL. ;SCUDS AT HOLD DOWN_ EACH END 6 Ij Will ONE SIDE 10d * 3" 1@d • 8" 48" o c. PHD 8 / !/ 4x4 POST AT HOLD DOWN 4x10 - 4x4x3� AT b' OPENINGS 4x1@ W4 (� 8�3tB 28 Q u W12 ONE SIDE 8d * 4' 8d * 8" 48" o c. gD 15 �I !/ WEST END / 4x6 POST _ -_ D 2S" _ EAST END / DBL STUDS r .. . w L UJ13 ONE SIDE Sd * 4" ad * 8" 48" o.c. HD I@A 2 I1! WEST END / 6x6 POST ' U _ STHD 10 EAST END / DSL STUDS W14 EXTERIOR 10d * 3" 1@d * e" 32" o.c. PND 8 / EA. END / bxb POST - _ONE SIDE SSTB 28 , 1Ui� ' - " _ _ _ " " 0 4�, .. � l.OW 1 ROOF 4 2nd F.GOR FRAMING PL14N EACH g,G� 1md * 3 I0d * 8 lb o c. HD 15 I EA. END / 6x6 POST / a _ r � � _ 11 r O HD I0A `_ q Wjro ONE SIDE I@d * 3" , �d * 8" Ib" o�c. HD 1 28 EA. END / -lxb POST f' _ QIt b UJ1� EXTERIOR 10d * 2" 1@d • 8" 16" oc ND I@A EA. END f% bxb Ill ONE SIDE SSTB 28 _ •� UJ18 01.4E SIDE ed * 4" 8d * 8" 48" o.c. PHD 8 / SSTB 28 EAST END / bxb POST 11A CC- (S4-p(o STHD 10 WEST END / DBL STUDS ` o PHASE 1 E'HA3E 2 Q I NOTES: NEW EXISTING EXISTING — K NEW �t I 51/4 x 14 PSL, �) Ili4"o THREADED ROD WITH 3x3x� IE AND DOUBLE 14UT T.S.4x4xO.25 -56T528 ANCHOR BOLT QI �– —_ I- --- - – - -_ � ;► � y � � � pry � <1-4 . , W � - 54.0 1 Q � c ;7 Q W8x 18 r- W5x16 .S3x3x0.25 64.06 An n, _ . ] �•� o W8x18 v 84 0h ,,�I L7,- 11114" U --- -------' 84•@2 — - �I � r 1 - 11114" THICK X JoigTe rA S�•14 W5x16 5.3x3x0.25 /`� Waxle 54'o I I x r~ �J v • T.S.4x4x0�.25-� . -4x4x0.25- 118x18 = — L ✓ (Y Fillill L( 841 - --51/4x14 PSL F---I L� u � � C � I� r--i E•-+ a'r Job No. SWO Date X1'1/99 t' Drawn by JEA Checked Scale Revisions �3•r�2 ROOD �■Rr0►f"I I i�L�4N S 3 r of 15255$W 72nd Ave MEC 2001-00411 13 of 19 Ilk, Oil ' ,,. , ,...< ' ,.. c :,w:rnlww..r.w.ANw .- ..r+w•..w ns.v � �...�,t�tf w 1,- ,';;_ u�,1, , ...r. wo .r...,.,w-..•.o.«......w.......+..........n.,,,r.,..,,..,...-w..«...n,w.�... .e.•....n•.... IIIIIIIII IIIIIIIiI IIII I II IIII T II II III I II 1111 I Cm I I I 111III II l u > * s 1b rlgq 3 !'3 ! l G 1O 1 ' (� 1J I4 �' Ie f7 1• I{� I !1 1�'1 2fi 3O 2"' y .i i 1p y^�AEt y���1Y,1 �5�� 5 wf ;, '� , , P ,, k�' �4r't�C.r�e.x.. a, t "p: i lj��;q. � � 'a��� r -�, r „�a r". ,I Y . +lin• .} .. r i• rJ.�4'• z '�. �� ' �!!1�11'< 1 p, •k• T rd-t f,' a a.• d 4r ,r . r r. tj ih' "k. A.-e 14 PSL T TAPER GUT ' ESCC 8' EA. E / RDOF J019T G� / ge •. 3'/4x'4 3/;' TfG 1DL�'WD • 4 / AT .-_ $` /4R .5 2 — j o • 8"o.G. EA. SHOE ' , 5c- 56.<5 I -- - ` O F QNS "I EA. 5'D=_ JOIST L52 _ �'1i A- B "5 1 '.b �,�. -=c; +�" __---_ 4 x c N4 -='R- .0'5- =F- --+• - .O S -ANCs=Q " •� 4xb `_ _=R :J/ kT A 9 tLex 9 ;CN•:'. ` - ..^. _ b ' r�L9. 'MIS" o-T5< 3 " ' �►, �� C--==_-- BEA—Aft. JL V/2 x,2 /;x /i gid. j �� i\ 0, .4. 5 � — E4,6x - - `- ../ `�a 'o "'S. • 4 W8xi8 S-EEL PURL" N I A - -_ -- -; and ' d E . 5':,_ m ; x� x • -^ -64 Or `"H. Yaz. 3X5,=� _ �b 'c • 3 0z, �_` -� CN - ) �a • c ..; c • ^^ C-, N " 4-- ".G. -=r4x�ii7 � _7x'b rC�. i— .-.�X �7 �.._ � ..,7x'c. �.i /is B 'ri J ,... '► _ cn r=r `• =_X 5- \Cs BR�< /=\EER E- 4 O i 7ill NOT USED g�•m� gTOREFRONT CORNIER gTEEL FRAMING g, � ! 111 : , �g,�.aZ EDGE L055*ro R�Oc g�•01 ROOF LEDGER ►� 111 .` 1 _011 111 =11 _011 U ` O EX55-`G 5CUT'►» WALL 0 v ao � _`' f • 4 ot. g� • 4' .. _ -- �x6 g_G.s .., _3¢ �^►` .. _ _\_ �— �xb E_<:s ,., _3C r.'�.\. .,. � et ' r-- k J _I L— _41 34 -s -v� 3,A TJI JC 5 - So r 4'^c.� - a' l - x • - / - 9 C GG-4 O �L'rliI� _ '3 [.3 •s x 3 WO 5C .5 '� o G= --»i' x 3 -.0 5G i ! 6 '0�. V' t e VA._ "C =X NS STUOS Wr '6d /lr-- '¢a * b' oz. 5"tea=_R '0a • o O.G. 4 ^• ^. fes_ DO • 4' O.G. `\ \ < `./ z r,D fif( Q'titix 3' : x 3 _C .CFE_S -A. ! it NOTUgEa SEAR UJ�4�L � ROOF / Ex. UJ�4LL �.C►�-aEAQ�Cs , �dRh__E_ "^ ^ a-5 NOT •10 1 It :1� _Olt •2}0>, � 11 :, � _ 11 •®8 1t _ I tt ROOF LEt�c.SER �- I� ROOF LEDGER • 0 1 _1 -Y/ � m� �•-� ,( I 'd�C ;LELD j ,: x18 BR DCsE OR �:�Bx18 BR'DGE OR BE4" � CGL� �.;,'' � `-'7 +»EdD ROOF BEA" / RCS 5EA"S '• `•'.3 ! "'cam. .. %6 -t �-_ I "4_ "4cs �'_"WC � - -- - _=- _ -= � z - r. vC-=.. . h—� . up v % ti 2d • 6 c.G. 5- CfsE�c — '2c1 ! 6' o ( L EA. SDE W, 2- %-a '# " J5. EA, _EG � .� - tL� Sc_ 5G-'----- E� -C_: :.C fes• ,5'R:c ,�^� �^ � -.5 4x4AC25 •/ -- ~ 11 -o ROOF BEAf"'IS PittMM&Brooks.P.C. Cie rhylMtt'ln.c m+wKwfen gTMEL 8EA1"f --13TEEl. PURL IN / T. S. 001m. _ �- ► I ���PLR / NON ��', � ,�AR •�A�L / SEr4RiNC� a�-IEAR t.UAL.L• tt tt �- -� � 1.00R / EaCT'. I�UALL tt_� =11 _0!1 111 = 11 _/}111 rh 1 ^ �■ 6. OtA Ln T$. 3x3xOl5 3x8x%,E ---- .i0b `ice. �'' ��� 2- fib *"C" A5. • 6"oma. _ OR Date T.S. 4X4x©25 yi Cr`awr� t)y JEA WBxI6 4x9xvs!e BASE 1f? Sxbx� i;/ 2- �"•xC' AB. ! l"or_ necked 4- •+x10" A.B A� • Scaie I 1" Na. GROUT Revisions 1 N.S. Gglpj T � ! t CNOTN WALL i RVOT*! WALL 64 20 GO�.U1"tN @A$M �,� TU5K TEE G�LU1"iN St4S9 CANOPY' EDGE 1�IOT USED NOT Ug'al'!� -� . _ 1tt=1�_Ott1 'T 1tt -11 _01, g•4.1f� 1 !1 _1 _011 _ i �, 1RECi;C• :,•J•• ,Mit1:tYia5+34•tlKlrA.ixea.s�h:.yea.'a'�FNu-i:..im!,t\km•3'i�if�gbFl►IviMM+MIMrwY! « ..-..,..:... .., .. ..,," ,., - .•.,www+........w....a*+..,.......n. LEY 8 � oQwO. 2 3 4 b 6 y a b tO I P 12 13 4 8 7 @ !9 20 2; 22 23 24 2r 2e 2- 2e 29 3'C M oe F r F >' r! :• a :, i. qq r mn„., t r. qt •I1� • Mr. �n EQUIPMENT SCHEDULE �� �NGINE£,P DESIG DESCRIPTION _ BASIS OF DESIGN ' 122 r RTU-1 ROOFTOP PACKAGED A/C 4,.(H GAS HEAT CARRIER 3000 CFM 0 0.6' SP, 2.4 k_? 48TJD008 N � HEkTING: 125 MBH INPUT, 80% AFUE COOLING: 89.0 MBH )UTAL 0 80/157FRD TF (db/wb) ENT. IVR, 95'F OSA �Q D �0 FO PROVIDE WITH SMOKE DETECTOR, ECONOMIZER SECTION AND PROGRAMMABLE THERMOSTAT r EXPIRES 6/30j01 RTU-2 ROOFTOP PACKAGED A/C UNIT WITH GAS HEAT CARRIER 1600 CFV 0 0.6' SP, 3/4 I.IHP 48TJD005 HEATING: 72 MBH INPUT, 8OX AFUE 8x8-2W C - _ - COOLING: 50.5 MBH TOTAL 0 80/67F (db/wb) ENT. AIR, 95'F OSA 225 PROVIDE WITH MOTORIZED OSA DAMPER AND PROGRAMMABLE THERMOSTAT - ,_ ••_.•-!I- --- 80 EF-1 CEILING CABINET EXHAUST FAN WITH BUILT-IN FLO GREENHECK I =__= POR °" 150 CFM 0 0.375' SP, 130 WATT MOTOR SP-9 I . of " ...u -_-_-- — �.....'.._-° �. .-=� 8V8TB1 D[�al OOIOILTMRB W. 3.0 SONES 1 12x6 -_-- 124-I1S (503) 248-0227 FAX (503) 248-0240 ---- 245 PROVIDE WITH WALL MOUNTED HIGH LIMIT LINE VOLTAGE THERMOSTAT - ! 22x6 Ll 12x 10 EF-1 CEILING 0BINET EXHAUST FAN WITH BUILT-IN FLD GREENHECK --- - '►`� - J-- Q; 150 CFM 0 0.375' SP, 130 WATT MOTOR SP-9 ; x 1 - W II r 3.0 SONES 100 245-Hi - .... .., ------L- 400 8x5 _ PROVIDE WITH WALL MOUNTED HIGH LIMIT LINE VOLTAGE THERMOSTAT11 - - i - c 60 90 EF-2 CEILING CABINET EXHAUST FAN GREENHECK 10x10 _22x22-CB- so 2 4�'; ROOF CAP - - - - _•� �. 1122x10 i ( .���_ 75 CFM 0 0.375" SP, 80 WATT MOTOR SP-7 22x22-CR �\/ --- 1110x10 j I r- r`T-=` -- 8x12 CR n° 2.0 SONES W/ GTO I -\ --- 1200 �I a,.-..�M.,: _.-.. 90 o CD opo LO I - - -? I i V III 1 ISI I� `'�. ! i :'� ' I `. i j Ca > r� • x1 -4 _ 100 _ F I I I I III I .. _..._�, I _j I___-I PROVIDE WITH WALL MOUNTED BELAY-OFF" SWITCH �y , °' - - --•---- - - I I _ •- 475 18x12 _ r 24x10 ! ' I' I 170 0 �' CN C14 _ �bm - . 1,1._ 11 I I 14x30-LR f . I I' I .-, 84 w c� 140 ' 1 r—_ I 800 \,T -. _ r r L..__ - -__-_-____00 UP- r._ N o 1 ( 11 r'• 20 T � o :10 I - -..h.� - ` - --� I i i 24x5-HS � `k- 170 <C U) C4 F— I� ,.----._ .....__ ' I I. - - - 400 , - I.�, 1100 x W 1 , In / EF-1 C 130 1-. - 1 .. 11 BLOCK VENT W , �� o 0 _.._..475-. ROOF CAP 1 (J t7 i 8x8 2W0 8i D • 4— F1R5r FLOOR HVAC PLAN �/Sli_ 11 ��I1 MECHANICAL LEGEND MECHANICAL S`�M13 � W 1 WARNING: ^- DIAMETER 10x10-2WC - SUPPLY UP THIS TYPE OF do AND 240 - -•,fl-.• -- F•--� �.i FITTING IS NOT (db/wb) DRY BULB/WET BULB PERMUTED 0 AT SUPPLY DOWN 1W ONE WAY THROW -- ZERO INSIDE RADIUS 2WC TWO WAY CORNER ?80 G FORBIDDEN-,@0)( 2W0 TWO WAY OPPOSITE 3W THREE WAY - ---- -- --.• RET IIRN EXHAUST OR W 4W FOUR WAY o F� OUT'SIDC AIR UP 11�_ AAF ABOVE FINISHED FLOOR , -- -,---. _- ',14x10 BDD BACK DRAFT DAMPER RETURN EXHAUST OR R=Q 5W _� BHP BRAKE HORSEPOWER _ —--- I 100 y l z45 OUTSIDE AIR DOWN CE CEILING EXHAUST I ¢28x141 - r EA=� � COP COEFFICIENT OF PERFORMANCE 4CFM CUBIC FEET PER MINUTE 2 47�HS 1 -- ' p x6- W mm v BOUND ATTENUATED ( __- - _ 80 �0 W DUCT COTG CLEANOUT TO GRADE I _ I I ►� - 100 w CR CEILING RETURN TURNING DDC DIRECT DIGITAL CONTROL I! _ 22x10 ` f ROOF CAP �� FLEXIBLE VANES DESIG DESIGNATION 0 I \, I I I' 10x10 I • �- 20 2O CR 0 I'A IM 00 DUCT DMPR DAMPER % `,, ! 34x 12 . . 1 X80 I MITER ELBOW DN DOWN I ._._ ,_ll I !4__�...,., _ FUSIBLE LINK EA ENTERING AIR i I 0-ST j DAMPER 0.25W do 4"MI EER ENERGY EFFICIENCY RATINGENT I j j 2�xlo I _ _�• I - y 190 0x20-CR w �' Va 45� ES EXTERNAL STATIC PRESSURE ! 22x8 I� I �� MANUA VOLUME EXH EXHAUST I -� - - 20>i DN LO < + DAMP E �� FCO FLOOR CLEANOUT I j + _.._ 8 �� `�' 90 M B,BMCH TAP FLD FUSIBLE LINK DAMPER -- l._..-- ❑ r,I { 100 T ---- 1$ � r.� E"� � v DAMPER ED Wt+ W2 FLR FLOOR �,\ I 470 nn �J ~ GPM GALLONS PER MINUTE I ' I - ! w � - TURNING HR HIGH SICE WALL RETURN FDFI EX yy VANES HS HIGH SIDE WALL SUPPLY , _ - Job N o.CONNECTION KW KILOWATTS 940 MITER TAKE-OFF LA LEAVING AIR ROOF CAP O Dote V MAX TRANSITION LR LOW SIDE WALL RETURN LS LOW SIF WALL SUPPLY Drawn by VOLU _ DAMPER WX MAXIMUM AND SCOOP MBF1 THOUSAND F�TII PER HOUR Checked 15� TRANSITION MHP MOTOR HORSEPOWER Scale SPIN-IN TAKE-OFF MIN MINIMUM OBD OPPOSED BLADE DAMPER Revisions OSA OUTSIDE AIR TALL MOUNTED D �--- PO PRESSURE DROP O THERMOSTAT SIZE K 8 '4� PATTERN PH PHASE 150 OR TYPE PNL PANEL WALL RETURN SWITCH MOUNTED �� SIFLD COMBINATION SMOKE/FIRE DIAMPER SECOND C OR HVAC F� SD SPLITTER DAMPER SEL PLAN WALL MMMD SEER SEASONAL ENERGY EFFICIENCY I1 j 111 i Tt TK CLOG( WITH BYPASS TL111ER SI STATK; PRESSURE GRILLE /8 TYP TYPIrA TO TEIIIPERIITURE V VOLTAGE SENSOR VD VOLUME DAMPER VTR VENT THROUGH ROOF SMOKE O WTR WATER DETECTOR 1 _ _. _ of 15L55 SW 72nA Ave M,EC 2001-00411 18CMS , FRI 11 1111 1111 , L... :i i i i i jI Il i i i i rgll�O��S� I II'll I I III IIII I1111111� �I 1111111111 IIIIIIIII Illlillll I II IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII I X1111) II I II III II 11 III IIII�1111I1111 III��I IIII III III 1111 IIII IIII (1 o I (2 la 14 1 (a (7 I• 10 g�0 �( 2Z *3 1 2e 27 2e 29 3C -- - NONI r �p� • 't , y _ T { r, `1 I 1 �p PROF 12246 GENERAL PLUMBING NOTES SHEET NOTES Ot OBTAIN EXACT LOCATIONS AND MOUNTING HEIGHTS OF PLUMBING ALL WASTE PIPING SHALL SLOPE AT 2% UNLESS OTHERWISE Ot CONNECT TO EXISTING SANITARY SEWER SERVING BUILDING. O CONNECT TO EXISTING DOMESTIC WATER SERVING BUILDING, VERIFY EXACT � �� 15, FIXTURES FROM ARCHITECTURAL DRAWINGS. INDICATED. VERIFY EXACT LOCATION AT JOB SITE. LOCATION AT JOB SITE. PROVIDE SHUTOFF VALVE IN VALVE BOX. FFORD U•� 20 SEE ARCHITE%,TURAL DRAWINGS FOR A.D.A. COMPLIANT FIXTURE ® ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH O ROUTE PIPING DOWN IN WALL AND CONCEALED IN CABINET SPACE © CONNECT NEW WASTE FROM HUB DRAIN TO EXISTING VENTED WASTE EXPIRES 6/30/01 LOCATIONS AND MOUNTING HEIGHTS. THE LATEST RULES AND REGULATIONS OF ANY STATE OR LOCAL TO OFFSET AROUND WINDOW. ROUTE PIPING IN EXTERIOR WALL FROM EXISTING LAVATORY. CONNECT NEW COLD WATER SERVING LAWS OR ORDINANCES. OBTAIN AND PAY FOR ALL REQUIRED ON WARM SIDE OF INSULATION. TRAP PRIMER FOR HUB DRAIN TO EXISTING COLD WATER AT LAVATORY. INSTALL ALL PLUMBING WORK SO AS TO AVOID INTERFERENCE PERMITS, LICENSES, CODE INSPECTIONS, ETC.. WITH ELECTRICAL AND MECHANICAL EQUIPMENT AND STRUCTURAL O3 WATER SERVICE RISER. PROVIDE SHUTOFF VALVE AT 12" ABOVE FRAMING. ROUTE ROUTE AIL PIPING IN EXTERIOR WALLS ON THL WARM SIDE FINI`'HED FLOOR AND HOSE THREADED DRAIN DOWN VALVE AT INSTALL ALL CLEANOUTS WHERE READILY ACCESSIBLE AND AS OF i,1E INSULATION. 18" ABOVE fINISHED FLOOR. PROVIDE A PRESSURE REDUCING PER SECTIONS 707 AND 719 OF THE SOPSC. COORDINATE ALL ® INSTALL ALL VALVES, TRAP PRIMERS, WATER HAMMER ARRESTORS VALVE TO PROVIDE 24 GPM AT 70 PSI. CLEANOUT LOCATIONS WITH EOUIPMENT. CABINETS, ETC., AND AND OTHER EQUIPMENT SHOWN IN WALLS OR ABOVE NON- _ NW rm? THE ARCHITECT PRIOR TO ANY INSTALLATION. ACCESSIBLE CEILINGS BEHIND AN ACCESS PANEL. 40 WATER HEATER. WITH EXPANSION TANK., AND MIXING VALVE. SEE ---- 33Ata DETAILS 2/P1 AND 3/P1. PIPE PRESSURE/TEMPERATURE RELIEF _ -___ °0R1M'iao°"i OS ALL VALVES, UNIONS, ETC. TO BE SAME SIZE AS LINE SIZE ALL UNDERGROUND PIPING SHALL BE LOCATED BY CONTRACTOR VALVE TO OUTSIDE AND TERMINATE AT 12" ABOVE FINISHED GRADE - (W) 24 -0227CIEI�0�03 246-02NIIIIII 0 UNLESS OTHERWISE INDICATED ON DRAWINGS. RETAINING A COMPANY WHICH LOCATES UNDERGROUND UTILITIES WITH A T:IRNEv DOWN ELBOW. __-_ (sos; a.e-o2a� FAX (so» a+e-oa�o BY ELECTRONIC MEANS. CORRECT ANY DEFICIENCIES CAUSED BY © PROVIDE UNIONS AFTER EACH SCREW TYPE VALVE AND FAILURE TO PERFORM SUCH VERIFICATION AT NO EXPENSE TQ TME v- PRIOR TO EQUIPMENT CONNECTIONS. OWNER. E'er O 0­4 v c c PLUMBING LEGEND - kl - . -- - r- o CW COLD WATER —D47 SHUTOFF VALVE, BALL VALVE f y/ SP-1=1 h i p a> 00 ca -- -�- - --�-- GW COLD WATER, BELOW -` �� r_ Q `t I --��►— PRESSURE REDUCING VALVE, II��1 1VTR 1 1 1 1 1 1 1 _0 1i I FLOOR OR GRADE PLUG VALVE i t WCO 1 1 1 1 1 1 1 1 WCO 1-1/2 PUMP c r/ M -. ----- Hw HOT WATER ' I I DISCHARGE, ROUTE � o0 N N PIPE UP ;� I� � -- BELOW FLOOR. ' w ----------------- V VENT - I _ O 1 I PIPE DOWN DRYER - Q N Lj -- W SANITARY WASTE ABOVE 22MBH j j i i C...._. E .."' ------------- --- - a� FLOOR OR GRADE E EXISTING TO REMAIN (/) N L� ----- W SANITARY WASTE BELOW ON DOWN WCO ^`��' i -I -� 4 W �J o " FLOOR OR GRADE ��.,. �� --•SO •--� SO STORM DRAIN BELOW AFF ABOVE FINISHED FLOOR I�! C.TG -- - - - - FLOOR OR GRADE II -�' AFG ABOVE FINISHED GRADE '' cro I CTO CTG CLEANOUT TO GRADE TYP TYPICAL I -`--��--- FCO FLOOR CLEANOUT j J 1"CW VTR VENT THROUGH ROOF' —�____4 WCO,CO WALL CLEANOUT, CLEANOUT 1 2`VTR 3 JJ I d . -_ __ ._o BUILDING ce WCO WATER SERVICE PRESSURE 2w O LOSS CALCULATION 1/2-HW 4*W , 4\1FRAGE DAILY PRESSURE 100 PLUMBING r Q U I P M E NT SCHEDULE `/''CW ,.�W 1 Total Building Fixture Units- - - - - - - - - -3a 0 - Design gpm Flow Rote (Flush Tankg) 24 MARK DESCRIPTION ELECTRICAL - — — — — — — — — — — — — — — — — — — - Pressure Reducing Valve to provide 70 WH-1 WATER HEATER - GAS FIRED: 75 GALLON STORAGE TANK, 150 F'SI - Q - - - - -- - - -' - - - -' - - - - - - - - WORKING PRESSURE, 75 MBH INPUT, 75.8 GPH RECOVERY AT 90'F RISE, I���, �L��Q ?zLUMSINej �� A I Elevation Loss - 5 tt. x .433 psi 2.5OGLASS LINED TANK, ASME RATED TEMPERATURE AND PRESSURE RELIEF ��• _ AN Flush Tank Req:.ired Operating Pressure - psi 15 VALVE, ANODE ROD AND DRAIN VALVE. - - - - - - -- - - - - -' - f---1 1 II I Pressure Loss Available for Branch :doing - psi 52.5 SET TEMPERATURE AT 130'F. �� _ BASIS OF DESIGN: A.O.SMITH ? Design Friction Loss - psi/100 ft 128 ft 41 PIPE SIZE FT �.J ET-1 EXPANSION TANK: DIAPHRAGM TYPE, PRC-CHARGED, STEEL OUTER SHELL - inches GPM FU* VELOCITY WITH POLYPROPYLENE LINER, 4.4 GALLONS VOLUME ACCEPTED. 1/2" 7 8 8 BASIS OF DESIGN: AMTROL ST-12 I W 3/4" 13 18 8 MV-1 MIXING VALVE: DURA-i ROL SOLID 81-METAL THERMOSTAT, BRONZE BODY - CONSTRUCTION, COMPLETE WITH DIAL THERMOMETER ON OUTLET, UNION END 1" 21 32 8 I STOP AMD CHECK INLETS. SET FOR 110'F. BASIS OF DESIGN: LEONARD TM-186-30TA-PRV-RF-0 FIRST STUD NOT BEHIND WATER HEATER 1-1/4 36 69 8 g • Fixture Units per SOPSC. O SP-1 SUMP PUMP: STAJNLESS STEEL MOTOR HOUSING, OIL FILLED MOTOR, MERCURY 1/4 HP �/ FLOAT SWITCH AND SOLID STATE CIRCUITRY. 1 15V, 1 PH r- LINE CONNECTING �•,) O O BASIS OF DESIGN: MYERS SP25-A1 POINTS OF SUPPORT 6' MAX. � GD_1 GARWE DISPOSAL: STAINLESS STEEL SINK FLANGE. STOPPER, 3/4 HP FLEXIBLE WATER GRIND CHAMBER AND ROTATING SHREDDER. SOUND-ABSORBING 120 V, 1 PH ° CONNECTIONS SHELL. DISHWASHER CONNECTION. 3/4' X 24 GAUGE- BASIS OF DESIGN: IN-SINK-ERATOR MODEL 555SS GALVANIZED PERFORATED o U STEEL PLUMBER'S TAPE 7' MIN. ENCIRCLING TANK FRONT AND BACK H PLAN LO PLUMBING CONNECTION SCHEDULE _ _ ET_1 � � MARK FIXTURE CW H* V W REMARKS THERM014ETEP, --�` I, -- _+-- TOH dV 110'F r,_ ' ^ 1 WC-1 WATER CLOSET 1/2" -- 2- 4' -- UNION, TYPICAL Q i i u J / (I---�- 1"Cw C7 Q--1 F--i II _ L-1 LAVATORY 1/2"' 1/2- 1-1/4" !-1/2- WALL HUNG, SEE NOTE 2. POUTS 1-1/2- PUMP FLEXIBLE - �' , _ — DISCHARGE TO HUB DRAIN AND WATER i I Job No. g i ITC: S-1 SINK 1/2* 1/2' 1-1/2" 2" DOUBLE COMP, SEE NOTE i. TERMINATE WITH AN AIR GAP. FLOOR CONNECTIONS I i i i Dole S_2- SINK M 1/Y 1/2'- 1-1/2" 2" -- PIPE SLEEVE II i; Drown by PRESSURE TEMP. S-3 SINK 1/2' 1/2" 1-1/2' 2' -- FULLWAY VALVE-----\ � 1/4-DIA. X 3"LAG II RELIEF VALVE Cilfzir_ked GD-1 GAREVGE DISP -- -- -- INSTALL AT S•-2 CHECK VALVE SCREW WITH II PIPE TO OVER S^ole WASHER Al EACH II rs STRAP II SERVICE SINK DW-1 DISH WASHER -- 1/2' 1-1/2" 2' SEE NOTE 2, y UNION WH-1 Revisions I CW-1 - CLCTHES WASHER 1/2" 1/20 1-1120 2' -- SUMP GRATE - I SUMP I I I f— 11 WH_I WATER HEATER 1-1/4 1-1/4 -- — _ LIQUID LEVEL •'r - I DRAIN VALVE HB-1 HOSE BIR 3/4' -- -- _._ __ MERCURY FLOAT WATER HEATER I f LOCATED FOR _ II EASY ACCESS 1 HU-1 HUB ORA'N - -- -- 1-1/2' 2' FPRIME - _ SUMP PUMP -o -• - hm SEE PLUMBIVG t 1• PROVIDE COMPLETE CONNECTIONS FOR DISHWASHER INCLUDING WASTE PIPING & WASTE FITTINGS EQUIPMENT ELEVATION SCHEDULE e TO AND FROM DISHWASHER. PROVIDE APPROVED AIR GAP FPTING FOR DISHWASHER DRAIN. -------- -- ' INSTALL AT t;RCHEN SINK. PROVIDE 1/ft' VALVED HOT WATER BRANCH ',';-M VACUUM`''BREAKER _. �LEVATOR �Y A �` ',� ��,,�© PUMP- ��� - . ����� ��� ����I� - FOR DISHWASHER. PROVIDE HOT WATER PIPING TO AND FROM DISHWASHER AND SINK. Iii �r. 2. PROVIDE INSULATION KR FOR P-TRAP. EXPOSED WASTE AN9 HOT WATER PIPING. �� w � ��� �� -_- i�1C� SCALE � ;i P O f 1 • =gym.- 15255 SW i 2nd.Ave. MEC 2f)01.00411 'g of 18 N , ' • ' ^ r _ •+•—__...—....-..�.�.rRw.r..� -..._..--._-.-w•n�Mrn..aww._.�_._..�—^T+-....��•+-r_..w.r.__-�.-�•�.._. _._. _ �p ,Ry►eTltl� Cm I l i l I J l µ l I1 1 1 1 1 I I �•r ILII Ifll 1111 Iffl,Iflf I►I IIn Inllnlf Inllllll ILII Illi ILII fill ILI11111111TIll ILII ILII ILII I I ILII I II (IIIIIIII In1111111 „li Illllll' III�III�II II II IIIIIIII III III1111 I ILII ILII 1111111 III II ILII ILII Illlll I II I I 1 � � ifl� 10 Olen l0 1I c$ to 14 Ifis 1� 11 1 1. r $$ 93 $4 !d �O $7 2B 2O 3'O n`ii,r plakiV,tiy` ,•, ,, ` -`r .a N 1 ► 14� • v y 41 ,.r. r � ! 'dot• It Y� •r.. - _ .. _ S kikl�igg '•7 - Y, yy I1T • A I ,f I . 1 =0 DUPLEX RECEPTACLE a 15"AFF. 1 I ` — PHASE I PHASE 2 -- _ =0 DUPLEX RECEPTACLE a 44"AFF. NEW EXISTING EXISTI G - NEW C>- TELEPHONE CONNECTION CAT V DATA -4OFF!CE 13 CABLE TV CONNECTION -_ p EQUIPMENT CONNECTION -- - - m EXHAUST FAN - ' S1 (V HALL 1 C O INFANTS FILES CONFERENCE �+ o OFFICE 12 d ELEV. P4 9 n L T8 0 00 to > ►� r7 11 m 1111111 UP CJS FY I RR I Cc: TODDLERSCIF! UP w o cD c� cv LOBB`- C� M M OBBY 1�i �� OFFICE 11 4 w `G � ' N N �`� MACHINE• .- V53?IBULE Room u T fn N H l� GF I - - ii WP :i7 muP I I19 GF i A VA tAA- r� o 0 PRESCHOOL aESGu� pµ S OFFICE OFFICE KITCHEN • OFFICE 0 0 fl 11 1L_I hmmfflmmW4__ F= GF I ELECTRIC SERVICE ENTRANCE 4- 1 PIMST !,unLOOR POUMM PLAN0 � 0 �I 2x4 ACRYLIC LAY-IN FIXTURE - --- -- 2x418-CELL - H PARABOLIC LAY-IN FIXTURE _ [_`•,� 2-LAMP 4' ACRYLIC: WRAP FIXTURE � O RECESSED COMPACT FLUORESCENT DOWNLIGHT F-+-I Q c:vi-iPACT FLUORESCENT WALL SCONCE J o IH MAI 400A MLG �+ WALL-MOUNT FIXTURE _ - -- �^ Q G.T. CAN t METER NEW 2004 MLO [3 EXTERIOR SOFFIT LIGHT W/ (3) ?OOA FUSED DIW-:ONNECTSPANEL 120/208 36 EXISTING 200A MLO BATTERY BACKUP EXIT LIGHT E PANEL 120/208 30 FUTURE 2004 MLO E EMERGENCY LIGHT BATTERY BACKUP PANEL 120/208 30 `.J '� 0LOVA C 1 FAULT CURRENT IOA 13 AMPS 200A E U L E--1 L E I O O O 4.4 LO ►—� O 01 0 Q—, r—i F'-1 02 Cu E Job No. '3 4311 Date 1/ 1/99 7 O Drawn by JEA 04 CU .), U rT-1 — Checked � Scale UFER GROUND WATER PIPE BOND nn II caISIOnS / f\ 14/'1'7 QTR I CAI. RYI Cid O I r4RMaT P 00 0 1Z D-3 , O �/81! 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