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12256 SW GARDEN PLACE CAP I _ CAP ? � \ ROOF TOP UNITS RTU- 1 -- - - - - - - - - (� EXISTING TO BE REPLACED \ STORAGE (J HVAC 4 TON COOLING CAPACITY YORK MODEL DINA048NO6525 \ Q, INCORPORATED 0 HEATING CAPACITY: 80 MBTUH DEMO DUC AND 20B VOLT 3 PHASE EO HZ \\ / � H�A MCA 25.9 MOCP 35 GRD S IN TCHED WEIGHT 475 LB TRAINING ROOM AREA ' \ WITH CURB ADAPTER � 5188 INTERNATIONAL WAY RTU-2 E \ MILWAUKIE, OR 97222 EXISTING TO BE REPLACED1 TON COOLING CAPACITY YORK MODEL D1NA030N03606 ` ^EMO DUCTS AND FAX:. (503) 462-6555 2.5 _ GRD'S IN HATCHED PHONE:. (503) 462-4822 HEATING CAPACITY: 45 MBTUH 208 VOLT 1 PHASE 60 HZ AREA OR CCB # 50897 MCA 21.7 MOCP 30 I /f WA HVACI ' ` 125J6 WEIGHT 395 LB WITH CURB ADAPTER I � 300 CFM PROJECT MANAGER - / ► GARDNER RTU-3 E - - (R) � I EXISTING TO BE REPLACED -' 3 TON COOLING CAPACITY YORK MODEL D1NA036N03625 HEATING CAPACi TY; 45 MBTUH /I 208 VOLT 3 PHASE 60 HZ / MCA 18.2 MOCP 25 10"m WEIGHT 400 LB WITH CURB ADAPTER RTU-4(E) I _ I ___6DEMO TO REMAIN ' CARRIER I MODEL: 48SSO42060501 HEATING CAPACITY- 60 MBTUH KITCHEN 250 CFM \ I " RTU-4 3/4" GAS I 12 0 � RT - N ANDREMCAPDUCTHAUST FA �-- I R/R 10"m NEW 1 I _ 7 2.5 TON COOLING CAPACITY YORK MODEL DlNA030N03606 SEATING CAPACITY: 45 MBTUH - 208 VOLT 1 PHASE 60 HZ - MCA 21.7 MOCP 30 E T E T (� T -- c )O O - WEIGHT 395 LBWITH CURB 80 CFM R/R (R) COMMITTEE I I I 110 CFM IBREAK (R) n ELECTRICIAN TO VERIFY VOLTAGE �1 ELECT 12-0 � _._-__ _ O (N) 215 CFM FOR ALL NEW ROOF TOP UNITS 8d CFM R I OR TO ORDERING 44o CFM - - - - ----r�o- 4o CFM P � � N � �N © 1 � ( ) NETWORK ) FE H C C\2 (N) RIR C\2 SHEETNOTES _ (E) 12x12 w WORKROOM O VERIFY CADET T-STATS ARE _ - -� - - - 8 m— 6 OBSOLETE AND REMOVE - - 8" - ---- 3 4"0 GAS Ir ^ I ' 10"� 12 m - L N(N) ( ) RECEPT 3: I - Lu �- - _ I 110 CFM I 10"W Z O 6"m 6"0 I (N) 6"� ct 350 CFM ---�_---- � I 70 CFM i 8"0 OF N J - 5 1" GAS ON ROOF CL Q 70 CFM / O -- - -- -71 - - - - i - -- --- - - - L\: r—f LOBBY 12X12 (E 20X12 ( — — — — / 0-i� — ( - - -- 1" GAS TO l FM--- I _ GAS METER OFFICE �� / L�� I I - - ^-- �--- 260 CFM 295SI SERVICE R 1 X12 ( �1 GA 32 �J ( - J -- ___ __ _. -----_-__. `�`\ 195 FT MAX LFNGHT di (N)& RT - GENERAL NOTES -- 2� CAP 1. NEW DUCTWORK SERVING 10"m - - RELOCAIED DIFFUSERS AND \ GRILLES TO MATCH EXISTING 350 CFM _ _ RTU-2 DUCTWORK SIZE AND TYPE. HALLWAY CAP/ _ — 6* - o -I DEMO / 6"m \ 2. CONTRACTOR TO PROVIDE I (R) \ AS-BUILT DRAWINGS AND FINAL ____-_._ -- - _ AIR BALANCING REPORT. / 3. NEW DIFFUSERS AND GRILLES TO I I T MATCH EXISTING. �� (R) (E (R) h �I (R)` I (N) (N) I `_ REVISIONS OFFICE OFFICE 1 PM UPDATES OFFICE 2 RTU LOCATIONS OFFICE OFFICE OFFICE OFFICE BY STRUCT ENGR 04/19/04 N (R) I -- �- 112"0 235 CFM 235 CFM 235 CFM 235 CFM 235 CFM 50 CFM 415 CFM i I - ---- - - --_ - _-�_ _� - - - - DATE 2344PJI -- _ _ FILE A -- - - - - Q )�_.. JOEL '2344 REPLACE (E) THERMAFUSER WITS (N) DIFFUSER l 0LL BDR CHK GMP CITY OF TIGARD Garden P1. 12256 1 3 ` 4 Approved./..1 ! IGA1--........... MEC2004-00190 1 ( J mditionally Approved ; 1 of 2 jr only the wok¢LesribPd_Ln Q rEWMIT See Letter to: Follow..... . ( I Altac JcoAci reqs: �...�..��-- ��'� 1 H VA CJ PLAN yy: - -oat�a:�?:AV.- OFFICE Opy M1 1 /4"=1`-0" � OF SHEETS Tlf III III III ISI III III I I III III III I ! III III III III I II ! III ! III III II! III III III III I III III III 1111111 III Iil I 11111111 1111111 III III 1111111 ISI II ' ILII NOTICE: IF THE PRINT OR TYPE ON ANY I I I I I I I I I II I I I IIII i ! IMAGE IS NOT AS CLEAR AS THIS NOTICE, l 1( - --- 1- - - - `'1 - -- 4L -- - -J1 - - -61 - - -- - - - - � --- - �L- 101 -- -- -11-�__ No 38 IT IS DUE TO THE QUALITY OF THE I IfI II I�IIIIffIIIII�I III I III�1I 91�11Z11I111� � 6Z � u)Z I �lli11 � [ � i ►► ►IIeIIIi �ORIGINAL DOCUMENT LZ IllZ �lllIIIII l1� utI1HIII[ IIILel19t1911uZiiII U�Tul i��ll�ll8l ul�t I il1l 8i��iIlllll�LW1►11�I�9IIIII�L�W�91111I 111I1��ll'11JI ll1�f;1ll11ull��lu L�uu iliiliiil I I �ul �lli I l g 1 H z w a G SHEET NOTES: > i 1 INDICATES NEW (N) CONSTRUCTION , I m m / J J U 2. INDICATES EXISTING (E) STRUCTURE TO REMAIN z N Q 3. INDICATES (E) WALL BELOW w R (E) ROOF SHT'G TO REMAIN OFFICE WALLS NOT SHOWN BELOW FOR CLARITY C I l0 r Q� 9j X (E) PARTITION WALL BLVJ STRUCTURAL NOTES GENERAL z Q ._ 1. ALL CONSTRUCTIO'J SHALL CONFORM TO THE "1997 UNIFORM BUILDING CODE" M CL(UBC) WITH 2000 STATE OF OREGON STRUCTURAL SPECIALTY CODE AMMENDMENTS. F 2, CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON CONSTRUCTION a- DOCUMENTS AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO STAMP 0 ; THE START OF ANY RELEVANT WORK. PLEASE NOTE THAT BECAUSE MUCH Ln , � �. pFESS/p (E) 4x 16 PURLIN (E) 4x 16 ?UR!!N (E) 4x16 PURLIN OF THE EXISTING STRUCTURE, INCLUDING FOUNDATIONS, IS UNDAMAGED, MANY __. _. ..... . _......_..............._........__ - ..._.._.._ ._._.._.._.._.._- __...w.� v- __ w _.__ ........_..__......_ __._.W_,._._... �.w....._._..._ .._-�... _....__._._.- .__....._._.......-._..-.......,_W-. _ _._..W..u._..— - - E FIELD DETERMINATION P ._.._._._._._.._._..._....�.. ..---..-.__.._,,.._............w._.......,._.._,....._.._w.__.__...........-......_..... ...,,.,.,.r,....,.. .._w __ _.. -_ _._.. ....,_ - - I DIMENSIONS HAVE w O T BEEN SHOWN AND WILL R I"Q U I R � , ? FROM EXISTING HARD POINTS DURING CONST;JUCTION. 3. ALL DRAWINGS ARE CONSIDERED TO BE A PART OF THE CONTRACT DOCUMENTS. N o,� - THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW AND COORDINATION xp. �172 0/04 �-� - NEW HVAC UNIT RTU-5 (WT=395# MAX) BY MFG, OF ALL DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. (E) 2x4 SUB PURLIN ANY WORK PERFORMED IN CONFLICT WITH THE CONTRACT DOCUMENTS OR ANY (E) EXT CONC TILT UP - - ' C� 24" O.C., TYP � CODE REQUIREMENTS SHALL BE CORRECTED BY THE CONTRACTOR AT THEIR OWN ,;� Civ WALL BLW TYP , EXPENSE AND AT NO EXPENSE TO THE OWNER, qTE OF ( ) ' E 4x16 PURLIN (E) 4x16 PURLIN (E) 4x16 PURLIN W/ (N) 13/091/2" _ _ - _ .__...... ..... ..........__,...._.....W.........._. 4. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL _._....._._..___-.L.y.._..,....__...�..__._._._._..._._..........._....W._..__.-....__..W_.._.._._w.._.._...._..-..._4-�..W............_...W..._._....._._..__ ___.....�....W.�.....wWw..W......w....__w._..w__..__...._._._..._-_.........-....,�.w...__...._........._._....W..__._..w_._w._._._.._.................,_..._.,....W......... - _.._........_ PSL SISTER EA SIDE NOTES. WHERE NO DETAILS ARE GIVEN, CONSTRUCTION SHALL BE AS SHOWN 4 GENERAL CONTRACTOR EDGE OF (E) ROOF - , ' 3 �- REPLACEMENT HVAC UNIT FOR SIMILAR WORK. cb RTU-1 (WT=475# MAX) 5. THE CONTRACT STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRUCTURE. TYP — �+ BY MFG. (REUSE (E) J THFY DO NnT INDICATE THF METHOD OF CONSTRUCTION THF CONTRACTOR ^' A1ILSON CONSTRUCTIOfJ N 4x8 W SIMPSON U46 HANULK IYF � 30 rr OPENINGS) REPLACEMENT HVAC UNIT RTU-3 ( ) / SHALL PROVIDE ALL MEASURES NECESSARY 'I-0 PROTECT THE STRUCTURE DURING 3007 NE 181ST AVENUE CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO 1. (W-1=400# MAX) BY MFG. PORTLAND OR 97230 BRACING___ r REPOSITION UNIT (REUSE (E) OPENINGS) E 4x16 PURLIN W' (N) 11/091/2" OBSERVATIONOVISTSRING F�O THEDSITEUBYTTOHEOSTRUCTiJTRAN ENGINEERSHALLNOT (E) 4x16 PURLIN W/ (N) 13j4x91/2" / (503) 666-3600 t AS SHOWN O / _ ................ . . __.._ .,_ _. .. _ _............. wI INCLUDE INSPECTION OF THE ABOVE ITEM S. ...._Wi..-.. .. .. .M..,.4W.. . REPOSITION UNIT AS SHOWN IPSL SISTER EA SIDE I PSL SISTER EA SIDE I ` �' I ffxj 4 6. LOADS DUE TO TEMPORARY PLACEMENT OR STORAGE OF CONSTRUCTION NIL -- OPP 4 < - MATERIALS ON FRAMED ROOFS OR FLOORS SHALL NOT EXCEED THE DESIGN SIM - PROVIDE SIMPSON L50 HANGER �'�J +�' - SIM LIVE LOAD. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AND BRACING ; WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. ONE SIDE: EA END TYP � I 1 E I 7, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FLASHING, SEALING AND --7/1 ; WATERPROOFING MEASURES, UNLESS NOTED OTHERWISE. (E) 4x16 PURLIN (E) 4x16 PURLIN '� I ;E) 4'- i6 PURLIN ! c. 8. DESIGN LOADS: R00. 25 PSF (SNOW) I N N Lr, REPLACE HVAC UNIT RTU-2 WITH SMALLER Ln 11 E i m & LIGHTER UNIT, (REUSE (E) OPENINGS) x m WOOD CD /ALL STRUCTURAL LUMBER SHALL 9E DOUGLAS FIR-LARCH (NORTH), VISUALLY GRADED OR MACHINE GRADED UNDER THE 1970 LUMBER GRADING RULES OF WEST COAST �'`MI LUMBER INSPECiIUN BUREAU. ALL. LUMBER SHALL BEAR LEGIBLE IDENTIFICATION STAMP. (E) 4> 16 PURLIN (E) 4x16 PURLINE) 4x16 PURLIN (c ..��.. ,.�..� ----- �.-- ALL FRAMING MEMBERS SHALL BE AS FOLLOWS: cc THICKNESS GRADE 2x AND 3x 4`YBERS NO. 2 OR BETTER l; 4x MEMBER'-, LARGER NO, 1 � A — STUDS: 2x4 INTERIOR STUD --- 2x4/2x6 EXTERIOR STUDCc (1` 2. LUMBER SHALL BE CRY AND WELL SEASONED, AND THE MOISTURE CONTENT Q N SHALL NOT EXCEED 19%. 3, LUMBER PRESSURE TREATED WITH CHROMATED COPPER ARSENATE PRESERVATIVE CCA 23'-6"t 28'-0"t 28'-3„± (CCA) f - _ - _-_ _ -_ -_- ` SHALL NOT BE USED IN RESIDENTIAL CONTRUCTION. 4. WOOD MEMBERS IN CONTACT WITH CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE vn w TREAlED. WOOD MEMBERS EXPOSED TO WEATHER MAY BE PROTECTED BY EXTERIOR O GRADE PAINT IN LIEU OF P.T,, PROVIDED THAT MEMBER LOCATION DOES NOT PROHIBIT w (0 2 3 4 IN MAINTAINANCE OF PAINT COAT. 6. CONNECTION HARDWARE SHALL BE PER SIMPSON STRONG--TIE CO. (OR ENGINEER Of CV -0 APPROVED EQUAL). HARDWARE SHALL BE FULLY NAILED FOR MAXIMUM CAPACITY (V PER MANUFACTURER'S RECOMMENDATIONS, U,N,O. ALL JOISTS, BEAMS AND HEADERS WITH NON-BEARING END SUPPORTS SHALL HAVE SIMPSON I1U HANGER OF C'1/_-7 RECOMMENDED FOR MEMBER, U.N.O. HANGERS OR OTHER HARDWARE IN CONTACT } -- - WITH WOOD MEMBERS WHICH HAVE BEEN PRESSURE TREATED USING EITHER ALKALINE co PARTIAL ROOF FRAMING PLAN 3/16 -1 -O' 2 COPPER QUAT (AGO TYPES B AND D) OR COPPER AZOLE (CBA-A,, CA-B) SHALL �. HAVE A HOT-DIPPED GALVANIZED RATING OF G-185 OR APPROVED EQUAL. < N 7. ALL NAILS FOR CONNECTING WOOD MEMBERS SHALL BE COMMON NAILS, UNLESS NOTED OTHERWISE. MINIMUM NAILING REWUIREMENTS OUTLINED IN UBC Y TABLE 23-1I-B-1 SHALL BE FOLLOWED UNLESS NOTED OTHERWISE. COMMON NAIL 3 SIZES ARE LISTED AS FOLLOWS: COMMON NAIL SIZE STANDARD LENGTH SHANK DIAMETER 6d 2” 0.113" 8d 21/2" 10d 3" 0.148" ' 12d 31/4" 0.148" HVAC UNIT CONNECTION PER MANUFACTURER TYP I (E) OR (N) CURB W/ LEVELING y 2" MIN, 6" MAX I 16d 3 y2" _ 0.162_" SLEEPER BY SUBCONTRACTOR 'I TYP I 20d 4" 0.192" HVAC UNIT J �N�, /16 LAG SCPEW @ EA. CORNER CONNECTION PER MANUFACTURER TYP �� 8. ALL PARALLEL STRAND LUMBER (PSL) MEMBERS SHALL HAVE A MODULUS OF J "� - _ (E) ROOFING OVER �E) 1/2" ,� �� ' 4 MIN PENETRATION INTO BM) - - ---- --- ELASTICITY OF 2,Ox 10 6 PSI, SUCH AS TRUS JOIST MACMILLAN PARALLAM , OR PLYWOOD ROOF SHT G (E) CONC WALL 5 LAG SCREW @ EA. CORNER - APPROVED EQUAL.FLASHING BY SUBCONTRACTOR TYP N�(E) 2x SUB PURLIN �� � /16"0 4 MIN PENETRATION INTO BM) 1 r ___ .__—. _ — _��_ - - -- __ ---- -� FLASHING BY SUBCONTRACTOR TYP (E) 2x U8 PURLIN _ ---- ------ - --- S _.. IIICC VVV • 0 0 0 0 �I- 1 0 --1 - 0 0 o i t I - -._..---- • o 01 ° 0 I PERMIT SET ISSUE 4/15/Od �N) 4x8 BM PER PLkN I =V_ ° N SOLID 4x BLKG SKEWED © SIM) I ISSUE DESCRIPTION ,' --- • 0 U 0 0 I 0 0 Q All ' M - M P R P W �IMPSON L50 SHEET TITLE (E) 4x PURLIN W/ (E) TOP (N) PSL SISTER PER FLAN W/ 16d BOX PROVIDE 8-16d BOX E CANTILEVER (N) 4x8 B E LAN / FLANGE HANGER TYP — NAILS C� 8" U.C. STAGG TYP NAILS EA END TYP � O � PARTIAL ROOF FRAMING „ CONDITION i� EA END TYP (N) SIMPSON L90 EA SIDE (UNIT END ONLY) GRIDLINE 1 PLAN & DETAILS (E) 4x PURLIN W/ (N) PSL SISTER PER PLAN - (�) GLB NOTE: 6" MAX ENGINEEit DRAWN� JH JH ALL 5/16"0 LAG SCREWS SHALL BE INSTAL!EU INTO PRE-DRILLED, 3/16"0 PILOT HOLES DRILLED Tr DATE PROJECT NUMUR THE DEPTH OF PENETRATION & HAVING A 1.1/,\D HOLE EQUAL TO THE LENGTH & 0 OF THE 4/-15/04 - 1041 S9 UNTHREADED LAG SCREW SHANK. SHEET NUMBER Garden PI, 12256 MEC2004-00190 2 of 2 SECTION AT (N EQUIPMENT ANCHORAGE 1 "=1 ' 0" 4 SECTION AT (N) EQUIPMENT ANCHORAGE 1 "=1 '-0" GENERAL NOTES S201 ` ) COPYRIGHT 2004 KPT ince ' &Develo went NOTICE: IF THE PRINT OR TYPE ON ANY III III III IIIIIII . I I III III III III III I I i I I III III IIT III III III I I III III IIIIIII III III III I I III III III III III I I I f I I I I�IjI I I I III IIIIIII III III IIIIIII III III VIII I _ C IMAGE IS NOT AS CLEAR AS THIS NOTICE. l I -I I it I- -I- I- L I _ � . 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