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15255 SW 72ND AVENUE-2 13 _ell23 -0 ,fomes GE, dre s� TEMPERED51-811 III-all 50-all TEMPERED a -- '`- _--- PORTLAND, GREG N INSUL. N,,GLAZINGINSUL. / ANODIZED GLAZING 1�� O� OF X -- , / FINISH ENAM. PAINT E— ENAM. PAINT STAIN t -- --_ FINISH FINISH CLEAR _ FINISH (� Uri I CE 23 - R,pfG41� NEW - EXISTING EXISTING - N A 55l ST,b NGS STOREFRONT HOLLOW METAL HOLLOW METAL SOLID CORE WOOD (2 n2�4 GLAZED [IDNI 22„ STAIR HALL 2 -I E-4 N OFFICE 22 Q6-o2 rn _ OFFICE OFFICE OFFICE = I w Q { r-- - TEMPERED a1 c TEMPERED A6.sa3 ELEv. GLAZING � GLAZING � � 222 a6 �3 � v i r / STAIN t E- STAIN t o / CLEAR STAIN t LOBBY cn O a. FINISH CLEAR / CLEAR 11TDN BELOW 0 'B+ �' j ^ v' FINISH FINISH --- - --� 221 L- V1 SUPPORT DN -V-1 � 1 � o � ; FnIl - - -_ - _ � BRIDGE � � GFFICE 21 0 © � � A6 J i N Lj STOR. En Ln U)GLAZED WOOD SOLID CURE HOLLOW CORE Q STILE t RAIL I•;ALF-LIGHT o xv dp _ I cn N F— l►_ i cn MOOR T111,01orms OFFICE OFFICE OFFICE - M Q a -- 13'-6" 23'-i" � • W EXI3TING GUTTER ~ T 1 AT EXISTING ROOF - �'--+ SCUPPER ANt- COLLECTION E30X SLOP-E4 I-il 1 W HVAC S UNIT v py w L- % SCUPPER AND O O O �-�! N-�I COLLECTION BOX `��/ 111.W - - Q W EXISTING EXISTING r' SLOP_E > O O NMI �j J ROOF ROOF ,�^D - V 0 EX. - Z METAL HVAC ROOF SLOPE UNIT -� WLO SLOPE � p ISI � Lf) O O � �1 LO r--IIi F-� - Job No. 9$110 I Date 1/7/99 SKYL IGHT Drawn by JEA Checked _----- ----- --- Scale Revisions +P 00F PLAN PLOOR REPLECTED COILING PLAN 0 1111,1 11999-00323 1999-00323 15255 SW 72"" AVE 2()Fill 2 4 of i If NOTICE: IF 'THE PRINT OR TYPE ON ANY IIII ! I I I I I I I I I i 11 I 1111 I i l I I I IIII 1 1 1 I I I A I I I I I I I I I I 1 1 I I I Jill 11 I I 1 1 111 11 III Jill 11 1 1 1 1 11 1 I 111 I I 1 I�V I I I I I I I I I I 111 III I I I I I I I I I I I I I I I l l l i l l l l 11 III I I I I 11111 11 III III III I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, I 11 _ 6 r g l0 11 ( � �� 1-9 IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT IIII IIIIIII( IIII�11f11�y11111I111L1l1Z1111�►1a11(Z111111y117111►►IIi6I�``IZ►II1 I1111IO1ti � 81l � H1[ I 1 � 9 1l � 6G1[1IIII9t I1111►71i11�II1[1ZII►I1 111111111111111111�l1111I 11El[II �-III IIIIIII.I�IIIl�1��111111111Illllll�ll�llll11111111i11ll11�111.1.11111.1111 llll ll llilllll II 11111111 oil GG A� NOTE: James E. drew PROVIDE TEMPERED 5AFETY GLA7.;NG .t POPTL.AND, OREGON At LOCATIONS REG�UIRED BY GGVE. MET,4L FRAMED STEEL CANOPY ON SKYLIG�-;T -- BRiCK PIERS AA `f7P , M. ( �4 ALUSASS-► V� Vti` T P T SORE RON � GIM ENSIONAL LETTERS GLAZING �� Ord BUILDING FACADE BRICK EX. WOOD - EX. BRICK _ - - -- - ---- - - ------- . f Pit Ex. METAL ---------_ ____ EX. BRICK Ex. ! VENEER 51D'NG ROOFING VENEER STEEL CANOPY - - VENEER VENEER ��- m�aa do —�- BRICK R =_� �- �- r ANGE VENT -N cW �� Brooks,EER 15255 VE �I n 1!,upum,manua•u,u.v.unnam,n:....,::: 11 - ----- '-'-`- --- ------.._---------' --- _..____.._— -_._._. ___-- ------ - l �I I�,_�::_._..�-� ----- I BRICK VEN ER STEEL CANOPY - .y BRICK VENEER BRICK_ — - - - - VENEER .•.,:•�.•,:.,.w,::,,r.,:�J,:..�:::,_ �+ li � - ALUM. SASH - _ � ! � ll -DOUBLE GLAZED I' I I WINDOW, TYP. FED I 0 JL `_-_ - L - A CL PHASE ' NEW - EXI5TING EXISTING ---- I P1-SASE !I NEW R OMNVENT > N'i to s SOUTH ELOVATION � 4 � M a�•�2 - a� 1 aST 1. 1�aTlOft! Cn �g11 =11I�II N N QD O ri METALI C-4 �� SKYL'CsHr '"IETAL FRA`'IFa % SCUPPER t - ,I SKYL IG�-IT o a� v ALUM SA5�+ -- DOWNSQOl.7 ~ SrOREFRON' ALUI"I. 545H GLAZING -- STEED. CANOPY S-OREPRONT GL AZIN,. z EX. BRICK VENEER BRICK VENEER VENEER ----- - ----- "--- - � _, .-. CLIPPER t EX. BRIG VENEER SPG-- �S 1, Ex BRICK V— BR!CK VENEER BRICK VENEER —, _- I J VENEER f - -_ — 4-4 LL - -Y� - - - - - - -- - -- - - - _ - - I --r t { PNASE 11 yEW-. .. EXi;;TING EXISTING -.. _ PHASE I NEW- _ - _ = = = = _ _ = _ - = = _- _ F--1 r l• F� a5•C�� �IORT �. 1�'aT I Oil •/�J� trU S I ELEVATION Ua � 5TEE�_ GANOP"r' - ✓"� C�? VENEER C' J SERVICE o O Lo Lo - - 4.4 CQ LO(:4� h---I SOUTH COURT ELEVATION 011 0 Q_4 � 1. y i�811 -� 1 _ /nil Job No. 9811(4 Date Drawn by SEA Checked Scale Revisions t , 13UPI 999-00323 15255 SNN' 72ND AVE 112A 5 of s " 4 .. :.....Tw�".'r.=_'^a .�+R,"�-nno�cc.•.•r�s�.r. �'MMh.r;...,. .n. ..:.� ., .m„wr. ,�. .. ,.:,rtyyy .;y�:;•reyprnyrq�,�,:.,n.,,r,.-. r. ,w. �.'rQY't• y,�,,, �mkY^ ia;, � , NOTICE: IF THE PRINT OR TYPE ON ANY r�Tllf IIIIIII III III III III Illllll Illil I IIIIIII IIIIIII' IIIIII! ! II !II IIIIIII IIIIIII IIIIIJIIIII + I I IIIIiIIlllijill II � IIIIIIII � III IIIIIII IIIIIII IIIIIII IIIJIJI III III ! Jill I IMAGE IS NOT AS CLEAR AS THIS NOTICE, I 1 I I 2� I - 1 I Q I Ij I 6 I II gl 1Q i l I 12'IT .. �• E TO THE No 3d ORALITY OF -THE ORIGINAL DOCUMENT S 8Z 87, LZ 9Z 9Z 6Z s;Z 7,t ii [ 8 Till LI9 t S L F117;111 11 __►II►►►►�I►IIIIIII�IIII111�I fl l�► IIII II► II II �llll� l.11��lll�ll�ll�l 11.1ll111.1111W1�111111ll1a lll 4 :4' 4) VENT i aures E. Afdres PHA5E h EXI5' NG NEW •_ _._-- _ -- -__-._ -- - __— _____ _ ._ ___- _---- � _ ON E f-,PORTLAND, OREGON-- o� F • Lp, --� 4 OFFICE 22 HALL 2 OFPIGE 22 I r FL-FVATOR. �� N - I I TOP 5UBFLOOR S�-IAFT I J 10' -O3.� Li r --- Pitt man & I -, - o _-- - - Brooks, P.C. � ' � s' 0 r cn I ! !I i I OFFICE '2 UL LOBB"r 2 I HALL I I OFFICE 12 I w o �LOBBY ? 'CN' 'c'24CD &w� w inLO I - - --- - • _ - -L- -- - I —�— T--_---- -�- j i - i ; un u- -4 -0 i-4 -O I r1_ �_ �U I Ltd INCA SECTION I 1`J .. SLOG SECTION 5U I LD INCA SECTION L - ��•�3 �� II _ � � _ OI� X416°OZ �,� Ili� � _ OII — 4 Q � Q � } - - -- --- - ---- i NSUL,4"1-i*N NfE S: -+ L - 2x(c EXT. STUD WALL5: R-21 BA'rTS 4-1 — 9 -9 ----- -- I ROOF JOi575: R-30 BATT-3 SLAB F'ERiMETER: "•' X 24 ' STYROFOAM (R-!O) ALUMINUI"' 5A5H: THER"ALL"T' BROKEN !•--� IIWINDOW GLAZING: F w 1 INSULATED UNT5 �^ IN TS I DA1'CAR K HEN , U = m.54 r 7 - H i SHADE GOEFFISEN 0.48 I 4 I _ SKYI-IGHT A55EMBLY: W I" INSULATED UNITS a l U = 1.2 Li LL ULLI SHADING COFFFIGIENT = 048 �U I Ltd INCA SECTION � � r,.., r--- �6•�6 � 11 = 11 . 011 d � p e Q PHA5E 2 k� Bey EXISTING - - NEW PHASE ; LOBBY 2 J — NEW 7 7 ---- - -- --- ------ ~� — r - r f ( Lo a _ �-, C\ �3U I LD INC SECTION d — 1 4.4 LO �4 HVAC NOTE I Job No. 9811@ I-HRF'ARA ION — _-- ' OFFICE 21 Data -- -- _ _. -- — AND IvDA ARE --- lG;E Drawn Ly JEA r Y L/ Che iced .3 — _ - 1 Revisions �AGKBOARD -- TAGKBOARD -�-+ RATED CEI ING I �i DA` r-ARF VESTIBULE LOBBY 2 '� � OFFICE • - -- I Ii I IJ 111 111999-00323 Nl999-00323 �46•P�1 i 11 II - — 1525 MVV 72"D AVE 40F I 2 A0 of �4 �..,,..... _.. .,,w:q;.,. ,,p...,'- ;y:•: , ..«, ...�..,.. 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BNEL'v'rg - \ Wl .SCREEN 111 P.LArl COUNTER 30"x39" - GAPER - 1 1 AND FACE GRAB BAR � MIRROR STATION I 33 18 - - -� ?4 30 18 24 39 1 39 04 ! - _- -- - -- - �y — I - _ ► \ — -- N -- - N N ��L = N - N L.;`' 36 30 35 24 ?? 39 39 -_ _ _ _6 - INSULATE WASTE O - I ELEC. RA - COMMERCIAL ADJ SHELF �,ND NOT WATER a; FL OOR S NK c SANITIZING TYn - 6" RUBPER BASE C SELF-COVE Sr-BEET VINYL DISNWASuER 6" RUB5ER BASE c AT K TCwE\ A' RESTROOM AT RESTROOM' L) ` o K, CL 1 O IS SING rRoNdr COUNTER �4ESTR001"I � y C064:7 03 ' - ro��,4I% I1 = iI - O " Z PO ro cn r 1 1 r) to Wr,jLZNN CN G W O O Vi Lr) L0 �V fn C��I d1 - F 4 A 6 E 2 NOTE: NET 11;/2 '' CLEAR ;NSI-E ' ALL RECEPTION r'A5EW()RK 5UfR1=ACE5 DEPTH AT ;,=PER CABINET5 J - PLA5TIG LAMINATE COVERED Pittrnan & 36 22 36 Brooks, P.C. --- _--1--- - 96 2d" 24" 48" 24" yb" - -- -- 36 :4 11 481 2411 — 1 - - cit KNEE SPACE KNEE SPACE KNEE - cv _ II IN. SPADE 36 36 - LATERAL FILE V -- 3„ KEYBOARD DRAWER LATERAL FILE � �--- E—I I INTERIOR NORTH INTERIOR EAST INTERIOR 5OUTN WEST PAGE SOUTH FACE =,4CE } RECEpT ION COUNTER I/ _ � rr _ il �rl rr rr,, .. ►� w 'MIRROR CsRAB BAR TJ COUNTER 21 I 3140 11 W e T e TP Q r U A. N N r INSULATE U;.^-,ATE AND 440T WATER 6”T RUBBER BASE y RESTROOr"' ►L'��•�� .���©01`1 __ ,Job No. c38110 Date I/l/Sc2l Drawn by JEA Checked Scale Revisions '^3 4 I, fit i 5255 SNN' 72 *" AVE 501'12 1;- 7 of ar. . NOTICE IF THE PRINT OR TYPE ON ANY I rl r I l r III III I I � �I I III i�ji i l l III I I I I I l l r III III I j r I I' � I! III I�I III III III III III I I 1 III III I I I I I I I III III + III III I I I I I l l l III III III+ I I I I I I 11111111 III III ! IIII I IMAGE IS NOT AS CLEAR AS THIS NOTICE, IT IS DUE TO THE QUALi'rY OF THE No 38 ""•.T� "" �1P�.N ORIGINAL DOCUMENT S �L efz Lz eZ �Z fiz cz �Z [z oz a [ e [ c [ - et 9[ �t� st zc e ^-� 18 9 s - - LLJI�I.W� l� a I" CLEAR TO EXISTING E:x' &TING 4, / PREFIN'SNEp METAL 5KTLIGI�T EA\/E :` GHT G,413LF ENG,` p , F"AS"ING, SPRING BEND ASSEMBLE" may _ ,_ �� r TO CLOSURE �\l1x12 TOP PLATEHU ( MEMBRANE ROOFING i —e James F. an yews C , ON 3,4' PLYWG it. � � MEMBRANE ROOFING ON PREFIN. METAL - — -,PORTLAND, OREGON —. U �1 � FLASHING PL Y� r, SKY"LIGE-+T GABLE JILL. MEMBRANE ROOFING CN U { %" PLYWD RIDGE DETAIL. S: --�.� aEAT�►LNG G"'P BD. 3,�'' PLYWD -- --- `1 E--- BRICKWORK ME''l©R.4NE E- , Gyp BD. 9 PATTERN AND DETAILS E __._ R25 BATT IN3u(,. � I - ROOFING � -- �' R25 BATT INSUL I -- BUILDING PAPER ON PLY N ATr41 WD S E NG y TYPICAL RAFTER DETAIL IL If] -- ! GYP°b BD ON - - -'— 1 2x3 FURRING E STEEL BEAM SKYLIGHT SYSTEM F3', _D'F,4"''ORE - --- 2x3 FURR''NG :,• R21 l�ATtB . 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DOCUMENT �s Z 8S �� I eZ - Z va SZ Z t8 o�z e[ -et G[ 9t 4t 6i £ I T.[ [ [ �[ 6 - 1to IL 9 4 >b �S I G F�Nl ��� III IIIIIII � ���� �1�1 ��►► ���� 1��� 1�►� ►�II11��� ���� 1��� �1��11�►► ►�I�II111lllllll>1i111111L1111 1111 WI�WIII� L 1 1 ' 444 U C(R P T[`` �lam�n . 1, THE GOVERNING CODE IS THE 1997 UNIFORM BUILDING CODE (U.B.C.) WITH THE 1998 EAIrew' �,._ 6'V OREGON REVISIONS. BRICK ANCHORED VEyEF-g NAILING AND CONNECTION SCHEDULE UNLESS NOTED OTHERWISE -'�- �+► � �-+�-dvt�";'> P ALL NEW CONSTRUCTION HAS BEEN DESIGNED FOR THE FOLLOWING AND SNOW LOADS, LAND OREGON • 1. ALL LEDGER ANGLES WI-LION SUPPORT BRICK SHALL BE HOT-DIPPED GALVANIZED, IN MINIMUM NUMBER OF NAILS FOR WOOD MEMBERS PORT ACCORDANCE WITH ASTM A 123. (EXCEPT AS NOTED ON DRAWINGS) A. LIVE. LOADS 2. PROVIDE APPROVED VENEER ANCHORS IN COMPLIANCE WITH U H.C. CHAPTER 14, AT' NOT RDJF,,,,,,,,,,,,,,, ,,... PO PSF MINIMUM ROOF LIVE LOAD (REDUCIBLE IN ��.�-! NAL LESS THAN ONE (1) PER EACH TWO (2) SQUARE FEET OF WALL AREA AND AT NOT OVER STUDS TO PLATES - END NAIL TWO (2) 16D 0 ACCORDANCE WITH U,B C. REQUIREMENTS) TWENTY-FOUR INCHES (24') ON CENTER HORIZONTAL SPACING. PROVIDE ADDITIONAL. OR TOE NAIL FOUR (4) 10D FLOORS............ ... 50 PSF TIES AS REQUIRED, SPACED NOT OVER THRE=E FEET (3'-0') APART, WITHIN TWELVE TOP PLATES & BOTTOM PLATES FLOOR PARTITION ALLOWANCE... 20 PSE INCHES (12') OF THE EDGE AROUND ALL OPENINGS AND AT EACH THIRD COURSE Al' - SPIKE TOGETHER 10D AT 8' ON CENTER WIND.. U.B.C. 80 MPH EXPOSURE B JAMBS INSTALL. ANCHORS IN SECOND COURSE ABOVE AND BELOW LEDGER INGLES - LAP AND INTERSECTIONS FOUR (4) 10D EACH SIDE JOINT ' SEISMIC................ .... U.B.0 ZONE N❑ 3 3. VENEER ANCHORS ARE TO BE HOT -DIPPED GALVANIZED, TWO-PIECE ADJUS SABLE TIE AND FLOOR JOISTS ROOF JOISTS CEILING JOISTS B. SNOW LOADS ANCHOR SYSTEMS, 3/16' DIAMETER STEEL WIRE AND 14 GAUGE HENT 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/a OF THE ;JUT SIDE MASL�NRY FACE. VENEER ANCf ❑RS BLOCKING TO PLATE - TOE NAIL TWO (2) 10D ' LOADING IN ACCORDANCE WITH S,E,A,O SNOW SHALL ENGAGE OR ENCLOSE A HORIZONTAL JOINT REINFORCEMENT WIRE IN THE VENEER BLOCKING TO JOISTS - EACH END TWO (2) 10D LOAD ANALYSIS, U,B.0 APPENDIX CHAPTER 16, OF NO 9 GAUGE, OR EQUIVALENT, THE JOINT REINFORCEMENT SHALL BE CONTINUOUS, CORNER STUDS 10D AT 12' ON CENTER f DIVISION 1). WITH BUTT SPLICES BETWEEN THE TIES PERMITTED, 2X LAMINATED BEAMS 10D AT 12' T&B STAGGERED N RAL WOOD STUD BACKING: DW-10 HS BY HOHMANN AND BARNARD, INC., WI 'H HOHMANN AND PLYWOOD SHEATHING BARNARD, INC,'S BYNA- ? IE AND SEISMICLIP (EOR PER CHART BELOW) ATTACH Tp WOOD 1 ROOF SHEATHING 3/4' INDEX 48/24 TONGUE AND GROOVE I UNLESS OTHERWISE NOTED, MATERIAL AND DESIGN SPECIFICATIONS CITED HEREIN SHALL STUDS WITH A MINIMUM TWO (2) NO 8 X 1-1/2' WOE'D SCREWS. AT EDGES CIF EACH SHEET, BLOCKING & WALLS 8D AT 4' UN CENTER BE THOSE CONFORMING WITH THE VERSION OF THE APPLICABLE SPECIFICATION OR CODE 4. ALL HOT-DIPPED GALVANIZING OF VENEER ANCHORS, AND ALL OTHER HARDWARE WHICr-1 AT INTERIOR OF SHEETS 8D AT 8' ON CENTER Cn MOST RECENTLY ADOPTED BY THE PERMITTING AUTHORITY, SUPPORTS VENEER, SHALL HAVE A MINIMUM CDATING OF 1 S I-.JNCES ❑I. ZINC F'E:R SQUARE AT BOUNDARIES OF ROOF 8D AT 4' ON CENTER Ea pI 2 THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AND VERIFY FOOT OF SURFACE AREA, IN ACCCJR_DAN_CE WITH ASTM A 153, LL-ASS B2, 2. FLOOR SHEATHING 1-1/8' 2-4-1 TONGUE AND GROOVE I� r- I ALL DIMENSIONS AND ELEVATIONS RELATIVE TO THE EXISTING STRUCTURE (E) -� A�_(`f UAL V ,- Y M ` . ^- -- AT EDGES OF EACH SHEET, BLOCKING & WALLS lOD AT 6 ON CENTER w d f 3. SHOP DRAWINGS SHAi_L BE REQUIRED ON REINFORCING STEEL AND STRUCTURAL STEEL, HOHMANN AND BARNARD DUR-O-WAL HFC S;AN AT INTERIOR OF SHEETS 10D AT 10' ON CENTER AND SHALL $E REVIEWED PRIOR TO FABRICATION, STUD .�ACKIN�, AT BOUNDARIES OF FLOOR lOD AT 6' ON CENTER UNLESS STATED OTHERWISE IN THE SPECIFICATI❑NS, SUBMIT ONE (1) PRINT AND ONE ANCHOR DW -10 HS D/A 210 L1lJHT DUTY SEISMIC 315-D APPLY A 1/4' DIAMETER CONTINUOUS BEAD OF CONSTRUCTION ADHESIVE CONFORMING WITH ► o <ll REPRODUCIBLE FOR REVIEW. TIE BYNA TIE DIA 700 SERIES, WIT►• 316 AFG-01 TO TOPS OF ALL JOISTS, BLOCKING AND PLATES IMMEDIATELY PRIOR TO PLACING 0 4. THIS STRUCTURE AND ALL OF ITS PARTS MUST BE ADEQUATELY BRACED AGAINST WIND AND WELDED LLI:' PANELS. L) E a SEISMIC FORCES UNTIL THE PERMANENT LATERAL-PURGE RESISTING SYSTEMS HAVE BEEN CLIP 198-A SEISMICLIP ATTACHED TO TIE NC 370 SEISMIC HOOK. 3. WALL SHEATHING 1/2' INDEX 24/0 (MINIMUM; SFE SCHEDULE) o 0 CONSTRUCTED AND ALL ATTACHMENTS AND CONNECTIONS NECESSARY FOR THE STABILITY TAB Wr_LDED TO "E BLOCK ALL EDGES NOT SUPPORTED BY FRAMING MEMBERS WITH 2 X 4 FLATS p °� OF THE STRUCTURE AND ITS PARTS HAVE BEEN MADE. AT EDGES OF' EACH SHEET TO STUDS, BLOCKING & PLATES 8D AT 4" ON CENTER � � '� � S, ALL PRODUCTS AND MATERIALS USED BY THE CONTRACTOR SHALL BE APPLIED, PLACED, STRUCTURAL STEEL AN MISCELLAN US IRAN AT INTERIOR OF EACH SHEET 8D AT 8'� ON CENTER Cn Is , �I ERECTED OR INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S 1. STRUCTURAL STEEL SHALL CONFORM WITH ASTM A a6. AT BOUNDARIES OF WALL 8D AT 4 ON CENTER INSTRUCTIONS. �, a pn r� STRUCTURAL TURES SHALL CONFORM WITH ASTM A 500, GRADE B, FY = 46 KSI. v ! N cv .��ITL PREPARATION 2. ALL FABRICATION, ERECTION, IDENTIFICATION AND PAINTING OF STRUCTURAL STEEL OTHER W OD CONNECTIONS �•� SHALL CONFORM WITH A.I.S.0 SPECIFICATIONS. 1 ALL PLATES AND LEDGERS SHALL BE ANCHORED WITH A MINIMUM OF THREE (3) ANCHORS Q N o n PRE-ROLL THE AREA WITHIN BUILDING AREA AND 5'-0' MINIMUM AROUND THE BUILDING WITH 3, ALL WELDING SHALL CONFORM WITH A.W.S SPECIFICATIONS PER PIECE, ►�• C,i %?,�. 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 AND MAXIMUM SPACING _ �� :t'- x OVER THE ENTIRE AREA, ANY AREAS WHICH EXHIBIT EXCESSIVE WEAVING OR DEFLECTION 4. ALL MEMBERS SHH' LL BE CONNECTED WITH SEMI-FINISHED MACHINE BOLTS, UNLESS NOTED 2. PLATES TO CONCRETE ,' �j o � UNDER THE WEIGHT OF THE ROLLER OR DUMP TRUCK SHALL BE OVER-EXCAVATED, AS OTHERWISE ON PLANS. MACHINE BOLTS SHALL CONFORM TO ASTM A 307, GRADE A. FOUNDATION WALLS 1/2' DIAMETER X 10' ANCHOR BOLT AT 4'--0' ❑N CENTER NECESSARY, TO REMOVE ANY UNDESIRABLE SOILS IN THE AREA, THEN BACK-FILLED WITH 5. EXPANSION ANCHORS SHALL BE I.C.B0.-APPROVED (ZINC PLATED IN ACCORDANCE WITH 5/8' DIAMETER X 10' ANCHOR BOLT AT 4'-0' ON CENTER CLEAN, WELL-GRADED SANE OR SAND-AND-GRAVEL MATERIAL, ASTM B 633, HOT-DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A 153, A.I.S,I. 304 3. EXPANSION ANCHOR EMBEDMENTS STRUCTURAL STAINLESS STEEL-) AND CONFORM WITH FS FF-S-325, GROUP II, TYPE 4, CLASS 1 (UNLESS NOTED OTHERWISE) 5/8" DIAMETER WITH 3' MINIMUM EMBED"ENT AF ILL �R BACK-FILL ACCEPTABLE ANCHORS ARE 'REDHEAD WEDGE 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 F!EAD, 'POWER-STUD' AS MANUFACTURED BY POWERS FASTF-NING, INC., OR NAILS AS SPECIFIED BY THE HANGER MANUFACTURER, UNLESS NOTED OTHERWISE, SHALL BE DENSELY COMPACTED, SUCH FILLING AND BACK-FILLING SHALL BE ACCOMPLISHED HILTI 'KWIK-BOLT II' AS MANUFACTURED BY HILTI 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 WITH THE MANUFACTURER'S RECOMMENDATIONS 5. PROVIDE STANDARD PLATE WASHERS UNDER HEADS OR NUTS OF BOLTS BEARING ON WOOD. (SIX INCHES C6'1 MINIMUM) AND PRE--ROLLING WITHIN THE BUILDING AND PARKING AREAS 6 ANCHOR BOLTS SHALL CONFORM WITH ASTM A 307, GRADE A, AND SHALL BE PROVIDED OR FOLLOWING OVER-EXCAVATION IN F❑❑TING AREAS. IF OLD FILL. OR SOFT NATURAL SUB WITH STANDARD WASHERS AND NUTS, GALVANIZE EXTERIOR BIJLTS, GALVANIZING SHALL GRADE MATERIAL IS ENCOUNTERED, OVER-EXCAVATE AND REPLACE WITH COMPACTED FILL. ALL BE IN ACCORDANCE WITH ASTM A 153, CLASS C. NUTS SHALL BE OVER-TAPPED To CLASS STRUCTURAL FILL SHALL BE PLACED IN LOOSE LIFTS, NOT EXCEEDING EIGHT INCHES (8') 2A FIT BEFORE GALVANIZING, IN ACCORDANCE WITH ASTM A. 563, IN THICKNESS AND COMPACTED TO A DENSITY OF AT LEAST NINETY-FIVE PERCENT (95%) 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 SMALL BE DOUGLAS FIR-LARCH, AS NOTED BELOW, AND SHALL BE 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 O FINE WITH LESS THAN TEN PERCENT E10%] BY WEIGHT OF THE MINUS THREE-FOURTHS INCH INSPECTION BUREAU CW.C.L.I.BJ. _ __ _ _ L3/4'1 FRACTION PASSING THE NO, 200 SIEVE), AND SHALL_ BE FREE OF ORGANICS, SIZE LASSIE ICA�GN - _ - RUBBISH, CLAY BALLS AND ROCKS LARGER THAN FOUR INCHES (4'). COMPACTION WITHIN A. EXTERIOR WALL STUDS NO 2 OR STUD GRADE FIVE FEET (5'-0') OF THE WALLS SHALT_ BE ACCOMPLISHED WITH LIGHT-WEIGHT, HAND-HEL.D B. INTERIOR WALL STUDS STANDARD ❑R BETTER OR STUD GRADE EQUIPMENT. EXERCISE CARE SO WALLS ARE NOT DISPLACED OR CRACKED. C. JOISTS N P O D. BEAMS NO 1 F LJNDATIGNS E. POSTS NO 1 i. FOUNDATION SIZES ARE BASED ON A TOTAL LOAD BEARING SOIL PRESSURE OF 1500 PSF. F. BLOCKING, PLATES, BRIDGING STANDARD OR BETTER OR STUD GRADE 2. ALL FOOTINGS SHALL BE FOUNDED ON FIRM, UNDISTURBED ORIGINAL SOIL, OR ON 2. ALL MEMBERS 3X OR LESS (LEAST DIMENSIONS) SHALL BE 197 MOISTURE CONTENT, ENGINEERED FILL COMPACTED TO MINIMUM OF NINETY-FIVE PERCENT (957) OF THE ASTM MAXIMUM. D 1557 DENSITY 3 PROVIDE SOLID BLOCKING (SAME DEPTH OF MEMBER) AT ALL POINTS OF BEARING, SOLID 3. ALL FOOTINGS SHALL BE A MINIMUM OF 1'-6' BELOW FINAL GRADE OR 1'-0' BELOW BRIDGING AT 8'-0' ON CENTER MAXIMUM SHALL BE REQUIRED WHERE JOISTS HAVE A EXISTING GRADE, WHICHEVER IS LOWER FIVE-TO-ONE (5:1) OR GREATER DEPTH-TO-THICKNESS RATIO AND WHERE ONE (1) EDGE 4. ALL DISTURBED SOIL SHALL BE REMOVED BY HAND OPERATION FROM FOOTING EXCAVATION TO NEAT LINES. IS NOT HELD IN LINE BY SHEATHING, WALLBOARD, BRACING, ETC. W 4, ALL PLATES AND LEDGERS IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE ►/ 5. BOTTOMS OF FOOTINGS SHALL BE STEPPED FROM ELE=VATION 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 -A SHALL BEAR THE a,w P.B. (AMERICAN w❑❑D PRESERVERS BUREAU) QUALITY MARK. 5. FOR NAILING, SEE SCHEDULE AND DRAWINGS CONCRETE REINFORCING STEEL PLYW11GD SHEATHING 1. ALL REINFORCING STEEL FOR THE CONCRETE SHALL CE'NFORM WITH ASTM A 615 GRADE 60. I ALL PLYWFD SHEATHING SHALL_ BE C-D GRADE, UNLESS NOTED ❑THEI�WISE (WITH Q 2. REINFORCING (MINIMUM UNLESS NOTED OTHERWISE 17N P�_ANS) EXTERIOR GLUE MANUFACTURED IN ACCORDANCE WITH UNITED STATE., PRODUCT STANDARD ' O A. REINFORCING FOR WALLS PS 1-83/A,N.S.1 41991 'FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD'), SHALL C 6' - VERTICAL NO 4 AT 12' ON CENTER; HORIZONTAL NO 4 AT 12" ON CENTER CONFIJRM WITH U,B.0 STANDARD 23-2 AND SHALL BEAR THE A.P A. TRADEMARK OF THE - B PLACE TWO (2) NO. 5 CONTINUOUS AT BOTTOM, TOP AND AT DISCONTINUOi.1S ENDS AMERICAN PLYWOOD ASSOCIA r ION. OF ALL FOUNDATIONS AND WALLS AND AT PERIMETERS OF PRE-CAST PANELS, A ROOF SHE-A ' -+TNG 3/4' INDEX 42/24 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 T&G FOUNDATIONS EQUAL IN SIZE AND NUMBER TO HORIZONTAL REINFORCING AND AT PRE C WALLS 1/2' INDEX 24/0 -CAST PANEL CORNERS, P PLYW!HTD SHEATHING SHALT_ BE LAID WITH END JOINTS STAGGI-PF TI. o� , 3. ALL REINFORCING STEEL SHALL BE DETAILED, FABRICATED AND PLACED IN ACCORDANCE 3. BLOCK ALL SHEAR WALT_ SHEATHING WITI, P X 4 FLAT BLOCKING AT ALL EDGES, rrn� WITH A.C.I. DETAILING MANUAL 315, 4, NAIL IN ACCORDANCE WITH SCHEDULE AND DRAWINGS, v1 A. ALL REINFORCING STEEL SHALL BE ACCURATELY AND SECURELY PLACED. 5. LAY LUT PLYWOOD TO ELIMINATE ANY WIDTH LESS THAN 1'-0', EXCEPT AT PLY'w'DOD B. MINIMUM COVER FROM CONCRETE SURFACES TO REINF-ORCING STEEL SHALL BE: FLOORS WHERE MINIMUM DIMENSION SHALL BE. 2'-0', UNLESS ALL EDGES OF THE Lo 3' t 1/2' TO BOTTOM OF FOOTING UNDERSIZED SHEETS ARE SUPPORTED BY BLOCKING. 2' ± 1/4' TO E=ARTH FACE OF WAL-L - 6. CONTRACTOR IS TO PROTECT FLODR AND ROOF SHEATHING FROM EXTREME WET CONDITIONS rH � L('� CENTER OF SLABS-UN-GRADE TO LIMIT MOVEMENTS DUE TO EXPANSION CAUSED BY MOISTURE, ADDITIONALLY, PROVIDE W C. ALL REINFORCING LAP SPLICES SHALL BE IN CONFORMANCE WITH A,C.I. 31B PROPER PANEL SPACINGS PER THE AM71RICAN PLYWOOD ASSOCIATION RECOMMENDATIONS. I, 'BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE', AS SHOWN BELOW, 4.4 LO � j UNLESS NOTED OTHERWISE: PRE-FABRICA T� FLUOR AND ROOF JOIST n --B- -- --------- O a4 � - MIN�MU- M -'L �F-N ---- 1. ALL ROOF AND FLOOR MEMBERS SHALL BE MANUFACTURED BY I RUS JOIST MACMILLAN +' #4 22' CORPORATION OR APPROVED. #t. 27' 2, ALL JOISTS SHALL CONFORM WITH ALL APPLICABLE PROVISIONS OF THE U,B.C. Job No. 9811P, 3. JOISTS SHALL NOT EXCEED A LIVE LOAD DEFLECTION OF L/360 AT ROOF AND L/600 AT "NCRE i F - CAST-IN-PLACE FLOORS, OR THE WORKING STRESSES AS SHOWN IN THE U,B C STANDARDS FOR Date 1. ALL CONCRETE SHALL DEVELOP A MINIMUM TWENTY-EIGHT (28) DAY LABORATORY-CURED APPROPRIATE MATERIALS UNDER A TOTAL LOAD OFt Drawn by COMPRESSIVE CYLINDER STRENGTH OF: 40 PSF FOR ROOF STRUCTURES, Checked 3000 PSI FOR FOUNDATIONS, 65 PSF FOR FLOOR STRUCTURES 2500 PSI FOR INTERIOR SLABS-ON-GRADE. 4. JOIST MANUFACTURER SHALL BE RESPONSIBLE FOR COORDINATING SLOPED BEARING Scale CONCRETE EXPOSED TO ELEMENTS SHALL HAVE 5% ± 1% ENTRAINED AIR, BY VOLUME, REQUIREMENTS dITH BEAM MANUFACTURER, CONFORMING WITH ASTM C 260, 5. JOIST MANUFACTURER SHALL FURNISH COMPLETE ENGINEERING SHOP DRAWINGS WITH Revisions 2. A MINIMUM OF THREE (3) CONCRETE TEST CYLINDERS SHALL BE PROVIDED FOR EACH ONE REGISTERED STRUCTURAL_ ENGINEE_R'S SEAL HUNDRED (100) CEJ. YARDS, OR EACH DAY OF POUR, FOR EACH CONCRETE STRENGTH. 6. TJI SERIES CYLINDERS SHALL BE TESTED AS FOLLOWS: ONE (1) AT SEVEN (7) DAYS AND TWO (2) MANUFACTURE -' SHALL FURNISH ALL END AND INTERMEDIATE STIFFENERS, BLOCKING AT TWENTY-EIGHT (28) DAYS. AND/CR SHEAR PANELS, METAL BRIDGING ASSEMBLIES AND HANGERS, AS REQUIRED TO 3. CONCRETE CYLINDER SAMPLING AND 'TESTING SHALL CONFORM WITH ASTM SPECIFICATIONS PROVIDE A COMPLETE FLUOR OR ROOF- STRUCTURAL SYSTEM ACCEPTANCE OF CONCRETE SHALL FE GOVERNED BY THE PROVISIONS OF A,C.I, 318 7. LAMINATED VENEE,l LUMBER, NOTED ON THE PLANS AS *MICRO-LAM' OR 'LVL', SHALL BE 'BUILDING CODE REQUIREMENTS FUR REINFORCED CONCRETE.'. TWO (2) SETS OF MIX PROVIDED BY THE JOIST MANUFAC-7URER, IT SHALL BE 1 -3/4' WIDE AND MATCH THE 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 8, LUMBER, N�7TED ON THE PLANS AS 'PAPALLAM', SHALL BE PARALLEL STRAND LUMBER, AS THE SPECIFICATIONS CONTAINED IN THE AC.I. 'MANUAL OF CONCRETE PRACTICE', MANUFACTURED BY TRUS JOIST MACMII. AN CORPORATION 5. AT AREAS OF DEPRESSIONS FOR SLABS AND BEAMS, PROVIDE MINIMUM THICKNESS OF 9. LUMBER, NOTED ON THE PLANS AS 'RIM BOARD', SHALL BE 1 1MBERSTRAND 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 PREPARED BY OTHERWISE. ROUGHENING TO A FULL AMPLITUDE OF APPROXIMATELY 1/4', LEAVING THE CONTACT SURFACE CLEAN AND FREE OF LAITANCE. I CONCRETE SHALL NOT BE PLACED ON FROZEN GROUND, e 13U P 1999-003?3 15255 SNN' 72`x' AVE 80 F1? 1. of ' 1 I ,�,: - ••'lp°. _. pr ��IPaLliMakro;..,..,,.: yGt•i..Y�ll.n,. af.y,_.;w:wV.�XkA'r.4:; a.y,... 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WALL � LO LO4.4 L I' T.S. 3x3x0.25 W/ M 3x8x4bfR I � � ?- %"ox10" A.B. • 6''o.c. ,Job No. 96110 h � I OR Date 71/1219 r \ T.S. 4x4x0.25 U.I/ kJSr 1¢, 1 4x9x3/s}Q Drawn by JE,4 2- '%" x10° A.B. e -1''o.c Checked BASE P 5x6x3iB W/ I U 4 - 5Scale % �vx10 o4.5 X16 Revisions V ; - I" N S GROUT 1" N.S. GROUT FNDTN WALL FNDTN WALL 1;+ I'I X199-00323 1;2;� ti�� 711' AVE 110{ 12 •2�9 W CC�LU1"'iN �04SE _ . 1 TUBE STEEL COLU1"1N 5 4SE Cr4NOP1! EDGE �� NOT USED �aT U - 1 - r g� 17 I I _ 1 11 °�4 11� ___-__ 1 - 1 1f►' � - � 11 _ I I I - � - 1 - � S of . x AjW NOTICE: IF THE PRINT OR TYPE ON ANYr11111r1111J111 111!111 11111 I IiII11� 1111111 lIIJII y II11111 `IIIIl11 VIII ! 1111111 1111111 1111111 ISI III 1111111 IIIIIII IIIIIII Illi ! t II III! IIIIIII 1111111 Illllli � ltlill VIII i IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 I I I Ij I 6 I I II I I f IT IS DUE. To THE QUALITY OF THE _ _ No 36 IIII £IIlIIIII8I�ZIIII�II8III ZI I IIGI lZil I Il1li9!!ZIIIIIIIIIZlI 1 II II IibI ZI III YI Il�Sl ZI IIII II�!I Z!IlllllltlflZlllli►IOII�Z►II III I 6IIjI[ I � Z1i � ► i 8 L - _-- Ia�ruw 1 19 9 ORIGINAL DOCUMENT ►1IJill, IlI�III(►►it► illl I►1111t1411 l I � ' r EQUIPMENT SCHEDULE _ _ �Nc1Nf,� DESIG DESCRIPTION _ BASIS OF DESIGN o- 172 9 RTU-1 ROOFTOP PACKAGED A/C UNIT-WITH GAS HEAT y CARRIER r �� N 3000 CFM ® 0 6' SP, 2 4 MNP 48TJD008 HEATING 125 MBH INPUT, 80% AFUE \ F N COOLING 89.0 MRH TOTAL ® 8C/6TF (db/wb) ENT. AIR, 95'F OSA 15 ORD M PROVIDE WITH SMOKE DETECI,0k, ECONOMIZER SECTION AND PROGRAMMABLE THERHOSTAT EXPIRES 6/,(0/01 RTU-2 ROOFTOP PACKAGED A/C UNIT WITH GAS HEAT e ~�� CARRIER 1600 CFM 0 0.6' SP, 3/4 MHP 481JD005 HEATING 72 MBH INPUT, 80% AFL;E 8z8-2WC r - - COOLING: 50.5 MBH TOTAL 0 80/'67'F (db/wb) ENT. AIR, 95'F OSA 225 PROVIDE WITH MOTORIZED OSA DAMPER AND PROGRAMMABLE THERMOSTAT 80 _ 33 Mw My EF-1 CEILING CABINET EXHAUST FAN WITH BUILT-IN FLD ��- -� GREENHECK I --`- PMnA�'"wo'�o* 150 CFM 0 0.375' SP, 130 WATT MOTOR SP-9 8m�\ _ ,_ °� 3.0 SONES 12 x 6 ---- 8YA1'F]I DEMON OOI:i1lJLTANIB NC. 1 x —H (503) 248-0227 FAA (503) 248-0240 -- � ---- .__._ PROVIDE WITH WALL MOUNTED HIGH LIMIT LINE VOLTAGE THERMOSTAT 1 245 22x6 ETL EF-1 CEILING CABINET EXHAUST FAN WITH BUILT-IN FLU GREENHECK - - 150 CFM 0 0.375' SP, 1;)0 WATT MOTOR SP-9121�1� -� - --- �-i 3.0 SONES _ 400 24x5-- 400 4x --400 - - -- - E—. 18x5_ -' PROVIDE WITH WALL MOUNTED HIGH LIMIT LINE VOLTAGE THERMOSTAT � C o p ___ _ -ROOF CAP - - 6m I r EF-2 CEILING CABINET EXHAUST FAN - 10x10 400 ,/ 22zt0 +� 90 U o GREENHECK 75 CFM 0 0.375" SP, 80 WATT MOTOR SP-7 W� x22-CR n 10x10-� CL 2..0 SONES 1200 xl' - W/ GTD _ ---- - J �L--- _-__ _ 8m 90 -- PROVIDE WITH WALL MOUNTED 'DELAY-OFF' SWITCH ( T I I I I I I I V 1 a' I I 10x10-4W 100\- �I F_ 1 , LI --� , I IIII D -� - - 475 1ESz12 II 24Y1D - LI8x12-CR a' 10m - I I [ - T I I I 14x3 -LR T 80 170 w o N N 14m - I i I 800 20x8 UP To �-► r7 M ^ d O V to 10 8x8-2W Lr) x EE-12m / ` - • L4400H 170 � tnoti � 7 F100 ; 8x8-2W f1 180 ' ' 11 11 �--BLOCK VENT 1 x 1 -4 W k. I o 475 ROOF CAP I 01 lJ - 210�02wo - 4---a .E ITE ! ;;ZST FLOOR HVAC PL4N L� MECHANICAL LEGEND - MECHANICAL SYMBOLS _ a. WARNING: DIAMETER 10x10-2WC SUPPLY UP THIS TYPE OF do AND % 240 FITTING IS NOT (db/wb) DRY BULB/WET BULB Q PERMITTED 0 AT SUPPLY DOWN -- -� 1W ONE WAY THROW > ZERO INSIDE RADIUS 2WC TWO WAY CORNER g� w� FORBIDDEN ELBOW 2W0 TWO WAY OPPOSITE 3W THREE WAY RETURN EXHAUST OR IN 4W FOUR WAY - - �-A�p II - OUTSIpC AIR UP AAF ABOVE FINISHED FLOOR U-1 .BDD BACK DRAFT DAMPER 1 R - BHP BRAKE HORSEPOWER I -----__J��_ _ _ _---� ---- --,RETURN EXHAUST OR R=0.5W 10 245 OUTSIDE AIR D0:!/N --'h- CE CEILING EXi1AUST - - ---- r K> .1 t--- RADIUS ELBQW ! I CFM CUBIC FEET PER MINUTE I ' I SOUND ATTENUATED I COP COEFFICiENT�OF PERFORMANCE ( 4470 - -�� �' m 80 xE- W F-�--� �,. � GGTG CLEANOUT GRADE -- - - 100 DUCT CR CEILING RETURN I TURNING DDC DIRECT DIGITAL CONTROL L__ __ -•�, FLEXIBLE VANES I DESIG UESI.^,4ATION ROOF CAP( -- - 22x1 J 20x2O-CR 0 � � DUCT -�-- DMPR DAMPER 10x10 ') 100 O �--"5 --U" MAXIMUM_ MITER ELBQw DN DOWN -- --- _=---J -- --� C _ I �J 6m 34x12 - ______� c ►-- FUSIBLE LINK O.25w - 4-MINI EA ENTERING AIR DAMPER EER ENERGY EFFICIENCY kA�!yG - 2$x10 80 (--- ENT EN ���'' TERING _ x�� 190 VD 45- ESP EX'"ERNAL STATIC PRESSURE -�_ ] 22x8------ r l �j MANUAL VOLUME -W�- C EXH EXHAUST RT -,� - 20x8 DN- r� v > DAMPER FCO FLOOR CLEANOUT -Q--2• _ E-..- LO •�'' �jl�l �_- _ L - - _- = -- M BRANCH TAP FLD FUSIBLE LINK DAMPER ,_ l -- --- -^-_ �- --� --7_ _�j '�r�' I 10m I &8-2W ~ MOTORIZED `T FOOT - - - -- -_ --_— - � � --- W2 FLR FLOOR --"- _ __-� I -_ 24x5-HS 1 DAMPER W1+W GPM FLOGALOR PER MINUTE 470 190 � i LO i ._- _ HR HIGH SIDE WALL RETGrtN ------ --- - � - _ � - .. 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WALL RETURN Date 30" MAX4 -T LS LOW SIDE WALL SUPPLY VOLUME DAMPERMAX MAXIMUM I Drawn by M H THOUSAND BTU PER HP11R _ Checked 15^ MAX TRANSITION AND SCOOP MHP MOTOR HORSEPOWER _ I - SPIN-LN TAK -•QEF MIN MINIMUM Scale OBD OPPOSED BLADE DAMPER __ OSA OUTSIDE AIR Revisions WALL MOUNTED ALECK r THROW PO PRESSURE DROP T THERMOSTAT SIZE + PATTERN PH PHASE B-X.L4W OR TYPE PNL F'AN 150 EL WHLL MOUNTED CFM _ RTN RETURN - L', SWITCH QRII LL IED FUSER D15I�NATI N I S/FLD COMBINATION SMOKE/FIRE DAMPER ECv OI�*VD F1.00 � y�CPLAN / SD SPLITTER DAMPER L—� _ _ SEER SEASOPIAL ENERGY EFFICIENCY -- WALL MOUNTED SP STmTIC PRESSURE `Tc TIME CLOCK WITH BYPASS TIMER TG TRANSFER GRILLE TYP TYPICAL TEMPERATURE V VOLTAGE Ts SENSOR VO VOLUME DAMPER VTR VENT THROUGH ROOF SMOKE WTR WATER DETECTOR BU P 1999-11;1323 15255 S«' 72 N E 12(!F1_' _ t UI NOTICE: IF THE rRINT OR TYPE ON ANY IIIIIIIIIIIIIII IIIIIII VIII I III III III ISI illlli ! III' IIIIIIIIIIII III ! 11! 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