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� 11 . � I : .1 PHASE 1 1 . � I
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GENERAL REQUIREMENTS: . QONCRETE (CONVQ) � I FRAMING LUMBER, (CO,NT.*D) FOUNDATION (CONVD) IEGEND � . I
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. . .1. GENERAL CONTRACTOR SHALL VISIT THE JOB SITE AND VERIFY ALL GRADES, ' C. SLUMP: I - 10. -,FRAMING HARDWARE SHALL BE SIMPSON "STRONG -TIE" CONNECTORS OR 6. FILLING AND BACKFILLING SHALL BE COMPACTED TO A MINIMUM OF I . � 1. I
. DIMENSIONS AND CONDITIONS PRIOR TO BIDDING AND COMMENCING CONSTRUCTION. I EQUAL. ALL SUBSTITUTES SHALL BEAR I.C.B.O. APPROVAL. UNLESS 90% OF MAXIMUM DENSITY IN ACCORDANCE W!TH THE SOILS REPORT DETAIL NUMBER � �
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. � UNLESS OTHERWISE PERMITTED OR SPECIFIED, THE CONCRETE OTHERWISE INDICATED ON DRAWINGS, ALL FLUSH WOOD TO WOOD AND ASTM TEST METHOD 0-1557-78. FLOODING OF BACKFILL IS NOT (DE= SHEET NUMBER
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2. ALL DIMENSIONS CONTROLLED BY EXISTING CONDITIONS SHALL BE MADE WITH "SIMPSON" METAL HANGERS AS PERMITTED. -- . I
VERIFIED BY CONTRACTOR AT SITE. INCHES OR LESS IF CONSOLIDATION IS TO BE BY VIBRATION, 5 FOLLOWS: P--'..-,.,: �','17i��..-.,!:i!:"
. PRECAST CONCRETE
I INCHES OR LESS IF CONSOLIDATION IS TO BE BY METHODS OTHER - 2 X 4, 6 & 8 MEMBERS . . . . . ... . .. U" SERIES 7. WATER SHALL BE REMOVED FORM FOUNDATION EXCAVATION PRIOR TO
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� � . 1 3. GENERAL CONTRACTOR SHALL NOTIFY ENGINEER/ARCHITECT IMMEDIATE- � THAN VIBRATION. � I I 2.x 10, 12, 14 & 16 MEM13ERS . . . . .. HU" SERIES I I PLACING OF CONCRETE. CARE SHALL BE TAKEN SO AS NOT' TO DRY I I � I
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LY OF ANY DISCREPANCIES FOUND WITHIN THE CONTRACT DOCUMENTS � . 4 x AND LARGER . . . . . . . . . . . . ... HUTF" SERIES I � OUT UNDERLYING NATURAL SOILS. I � .
BEFORE PROCEEDING W!TH WORK. D. MAXIMUM SIZE OF COARSE AGGREGATE: . : I MASONRY
4. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAW . THE NOMINAL MAXIMUM SIZE OF THE AGGREGATE SHALL NOT BE I ALL HARDWARE SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S 8. A 6 MIL (MINIMUM) PLASTIC MEMBRANE SHALL BE PLACED ON THE I . S -S STEP FOOTING -
INGS. DO NOT SCALE DRAWINGS. � DETAILS. I I I ADE IN ALL,AREAS AS SHOWN ON THE DRAWINGS . I . I
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� MORE THAN ONE-FIFTH OF THE NARROWEST DIMENSION BETWEEN WHERE FLOOR COVERINGS ARE TO BE INSTALLED, UNLESS OTHERWISE - � I I . I
1 5. FRAMING CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE FRAMED . SIDES OF FORMS, ONE-THIRD OF THE DEPTH OF SLABS, NOR 11. BOLTS, ASTM A-307, WITH STANDARD CUT WASHERS BETWEEN WOOD, NOTED. PLACE 2" OF CLEAN SAND OVER MEMBRANE TAPE ALL JOINTS. I I
I 11 SIMILAR TO DETAILS SHOWN FOR THE RESPECTIVE MATERIALS. MINIMUM CLEAR SPACING BETWEEN NUTS & BOLT HEADS (USE MALLEABLE IRON WASHERS WHERE BOLTS ARE SEE SOILS REPORT FOR ADDITIONAL REQUIREMENTS. IN LIEU OF A MEMBRANE - Ae%___WALL ELEVATION NUMBER I I I -
1 6. NO CHANGES ARE TO BE MADE TO THESE PLANS REINFORCING BARS. THESE LIMITATIONS MAY BE WAIVED IF, IN I I IN TENSION). BOLT HOLES SHALL BE NOT MORE THAN 1/16- LARGER . BE PLACED UNDER SLAB WHEN APPROVED BY I � 'N,__'�l'-SHEET NUMBER I I I I
. WITHOUT THE KNOWL- THE JUDGMENT OF THE ENGINEER, WORKABILITY AND METHODS OF THAN THE BOLT DIAMETER,. UNLESS OTHERWISE NOTED. . SOILS ENGINEER, - - . . . �
1. ENT OF THE ARCH 117ECT�/ENGINEER. CONSOLIDATION ARE SUC E I I � - I I � I BER O . I .
I WITHOUT HONEYCOMB OR VOIDS. I � 9. GENERAL AND CONCRETE SUB -CONTRACTOR SHALL REVIEW AND j
. 1 7� THE OWNER SHALL HAVE THE RIGHT TO MAKE CERTAIN CHANGES IN THE I 1 12, ALL BOLTS SHALL BE RETIGHTENIED PRIOR TO THE APPLICATION OF . I . I I I
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� WORK AND THE CONTRACT AMOUNT SHALL BE ADJUSTED ACCORDINGLY. ! PLASTER, PLYWOOD, ETC. I � FAMILIARIZE THEMSELVES WITH THE SOILS. REPORT AND THE CONTENTS . I
� I HOWEVER, THE GENERAL CONTRACTOR SHALL NOT PROCEED WITH ANY I E. SELECTION OF PROPORTIONS: OF SOILS REPORT SHALL BE MADE A PART OF THESE DRAWINGS. 7 1 WOOD MEMBER BLOCKING I
I CHANGES WITHOUT WRITTEN APPROVAL OF THE OWNER. � 13, PROVIDE DOUBLE JOISTS UNDER PARTITIONS WHICH ARE PARALLEL TO . I I I
� I � - I THE PROPORTIONS OF INGREDIENTS SHALL BE SUCH AS TO THE JOIST. , DESIGN SOIL BEARING VALUE = 1500 PSF. ' �
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. 8. �ENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION PRODUCE A MIXTURE WHICH WILL WORK READILY INTO THE 14, PROVIDE 2 X SOLID BLOCKING BETWEEN JOISTS AND RAFTERS AT ALL ABBRFVIATIONS I .
I � I OF ALL WORK, INCLUDING THAT OF ALL SUB -TRADES. CORNERS AND ANGLES OF THE FORMS AND AROUND ,REINFORCEMENT SUPPORTS. BLOCKING SHALL BE ONE PIECE AND THE FULL DEPTH OF 10. THE SOILS REPORT IN ITS ENTIRETY SHALL BE INCLUDED AS PART OF . I I I I
� BY THE METHODS OF PLACING AND CONSOLIDATION EMPLOYED ON THE JOIST OR RAFTER. THE CONTRACT DOC6MEN SOIL BEARING PRESSURE. kB. - G.B. - GYPSUM BOARD .
9, ALL SUB -CONTRACTORS SHALL BE RESPONSIBLE FOR REMOVAL OF ALL THE WORK, BUT WITHOUT PERMITTING THE MATERIALS TO D SITE GRADING, SEE SOILS AND
I I I I � � I � DEBRIS ACCUMULATED AS A RESULT OF THEIR OPERATION. ALL SEGREGATE OR EXCESSIVE FREE WATER TO COLLECT ON THE 15� FIRE AND DRAFT STOPS SHALL BE INSTALLED TO CUT OFF ALL GEOLOGICAL REPORT BY: . ALT - ALTERNATE HORIZ.- HORIZONTAL I I � �
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. I SCRAP, DEBRIS AND OTHER EXICESS MATERIAL SHALL 13E REMOVED FROM I SURFACE. I' 1, I I ,,CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND I I � ) . . BLKG. -11 BLOCKIN ' G . H.S.B.- HIGH STRENGTH BOLT . I I I I I I :
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THE BUILDING SITE. I ALL AREA SEPARATIONS AS REQUIRED BY U.B.C. (LATEST ADOPTED NO SOILS REPORT PROVIDED I BM. BEAM INT. - INTERIOR .
I 10� CONSTRUCTION AND MATERIALS SHALL COMPLY WITH AND BE INSTALLED REINFORCING STEEL . EDITION). . . � 11. DO NOT BACKFILL AGAINST WALLS UNTIL THE � B.N. - BOUNDARY NAILING JST. - JOIST I I
� _. 17. SILL PLATES SHALL BE BOLTED TO FOUNDATIONS WITH 5/8- X - 10- SUPPORTING SLABS HAVE . BTW - BETWEEN MTL. - METAL . . � I
I I IN ACCORDANCE WITH ALL THE REQUIREMENTS OF ALL LEGALLY CON- LONG ANCHOR BOLTS AT 6'-Q- Q.C. (U14LESS OTHERWISE NOTED). BEEN PLACED AND THE CON ATTAINED THE REQUIRED � . �!
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STrTUTED PUBLIC AUTHORITIES HAVING JURISDICTION, AND THE 1. REINFORCING STEEL SHALL CONFORM TO ASTM A-615 GRADE 60 FOR #5 ALL PLATE WASHERS TO BE 2 x2 x3/16 MIN. 7" MIN. EMBEDMENT, IF I STRENGTH. I CLG. - CEILING I (N) - NEW . I I :
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I I SAFETY ORDERS OF THE STATE INDUSTRIAL ACCIDENT COMMISSION, � I - AND LARGER, GRADE 40 FOR #4 AND SMALLER, UNLESS OTHERWISE TI I USED EMBED 7" INTO FIRST POUR. � . . CONC. - CONC. , I N.S, - NEAR SIDE I
I I OSHA, NOTED. ALL REINFORCING SHALL BE FROM IDENTIFIED STOCK WITH I 11 CONT. - CONTINUOUS N.T.S.- NOT, TO SCALE - :
� MILL ANALYSIS SUPPLIED. I& PROVIDE CROSS BRIDGING FOR JOIST AND RAFTERS DEEPER THAN 8". 1 12. SEE ARCHITECTURAL, CIVIL, MECHANICAL, PLUMBING AND ELECTRICAL I Dik - DIAMETER I O.C. or O/C- ON CENTER . I I i
I 11. ALL WORK PERFORMED SHALL CONFORM WITH THE REQUIREMENTS OF THE I � I ETAL BRIDGING AT S' - O� O.C. FOR DRAWINGS FOR WORK IN OTHER AREAS SUCH AS SUBSOIL DRAINAGE DO. - DITTO OPNG. - OPENING � I
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� I- . I UNIFORM BUILDING CODE (LATEST ADOPTED EDITION) AND OTHER 1 2. REINFORCING SHALL HAVE THE FOLLOWING MINIMUM COVER: FLOORS AND I O' - O" O.C. FOR ROOFS. I I SYSTEM, MACHINERY ANCHORS AND OTHER EMBEDDED ITEMS, DEPRES- DRWG. - DRAWING P LT. - PLATE . I - . .
� APPLICABLE GOVERNING CODES AND BUILDING ORDINANCES. - I . SION, FINISHES, DOWELS � FOR MASONRY WALL, CURBS, ELEVATOR I I EA. - EACH P.W. - PLYWOOD I I � � I
I I A CONCRETE CAST AGAINST EARTH ............ . 3" 1 SHALL NOT BE DRILLED, CUT OR NOTCHED DETAILS, WATERPROOFING AND DAMPROOFING DETAILS, I ETC. I I ELEV. - ELEVATION REINF.- REINFORCING I I
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. � 12� ALL. MATERIALS SHALL BE FURNISHED AS SHOWN HEREIN UNLESS EQUAL . B. SLAB ON GRADE ..................................... CENTER � . I I UNLESS SPECIFICALLY DETAILED OR NOTED ON DRAWINGS. ,. � (E) - EXISTING REQD. - REQUIRED . I �
I I ALTERNATES ARE APPROVED IN WRITING BY THE ENGINEER/ARCHITECT. C. CAST -IN-PLACE WALLS: � I - -
- � ON .. 1 13. ANY REFERENCE TO A FIRMS NAME OR PRODUCTS NAME IN THESE I � NO 5 AND SMALLER. .......... �1-1 1/2" 1 21. DIAPHRAGM NAILING NOTE: WHERE 8D NAILS ARE SPACED 2-1/2" . � - I - E.J. - EXPANSION JOINT, - S.A, - STUD ANCHOR . I I I .
NO 6 AND LARGER ....... STRUCTURAL STEEL: � ,E.N. - EDGE NAILING SHTG. - SHEATHING
REBY DEFINED AS GENERAL ACCEPTANCE OF ...... 2" O.C. OR 10D NAILS ARE SPACED 3" O.C. HAVING A MINIMUM , - -_ - I � I �
MATERIALS OF EQUAL STANDARDS WHEN APPROVAL OF SUBSTITUTION IS � D PRECAST CONCRETE WALL PANELS ................................... 3/4" 1 PENETRATION OF 1-5/8- INTO THE SUPPORTING MEMBER, THE I I EQ. - EQUAL I
I � I IN WRITING BY THE ENGINEER/ARCHITECT. . TI HALL BE A 3 X MINIMUM, AND THE NAILS SHALL I I 1. ALL STRUCTURAL STEEL SHALL CONFORM TO THE REQUIREMENTS OF I EXT. - EXTERIOR . SIM. - SIMILAR . I . i
- 1 3. ALL CONTINUOUS BARS OR DOWELS OF #3 THROUGH #5 IN SIZE SHALL 11 BE STAGGERED. I . I I ASTM AND SHALL BE FABRICATED ACCORDING TO AISC PRACTICE AND I F.F. - FINISH FLOOR � STAGG�- STAGGER � - �
I 1 14� SEE SPECIFICATIONS ATIONS FOR ADDITIONAL BE LAP 40 BAR DIAMETERS IN CONCRETE AND 40 BAR DIAMETERS IN . . . 23. ALL JOIST SHALL BE SPACED SUCH THAT THEY BEAR D . IRECTLY OVER A . SPECIFICATIONS FOR BUILDING. - I I I . FIN. GRD.- FINISH GRADE STRUCT. - STRUCTURAL � I I
REQUIREMENTS. MASONRY, UNLESS OTHERWISE NOTED (2' - O� MINIMUM). FOR BARS I F.O.C.- FACE OF CONCRETE STIL. - STEEL I � :
NFORCEMENT LAP WALL -STUD. . �
15. ANY REFERENCE TO THE WORDS APPROVE, APPROVED, OR APPROVAL IN SPLICE TYPICAL TABLE. 2. STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS OF- F.O.S.- FACE OF STUD T�N. - TOE NAIL ��
, . THESE DOCUMENTS SHALL BE HERE DEFINED TO MEAN WIRE MESH SHALL LAP MINIMUM OF 12'. 25. NAILING SCHEDULE, TYPICAL UNLESS OTHERWISE NOTED ON DRAWINGS' STRUCT. STEEL SHAPES, PLATES. . A.S.T.M. A-36 F.P. - FULL PENETRATION T.O.C.- TOP OF CONCRETE I I 1� �
. VIW I � � I PIPE COLUMNS . . . . . . . . . . . A-S.T.M. A-53 GRADE -B- Fy=35 KSI FRMG, - FRAMING I TYP. - TYPICAL . , I
I I ACTORS OF ANY LIABILITY IN FURNISHING THE 4. BARS SHALL BE CLEAN OF RUST, GREASE OR OTHER MATERIAL LIKELY (THE FOLLOWING REQUIREMENTS ARE IN ADDITION TO TABLE NO. I STEEL TUBE . . . . . . . . . . . . A.S.T.M. A-501 GRADE -9- Fy= 46 KSI FDN. - FOUNDATION U.N.O.- UNLESS OTHERWISE NO-rFE) . I I
/O TO IMPAIR BONDING, BENDS SHALL BE MADE COLD, . . . . A-S.T.M. A-466 GRADE "A"
I I I . REQUIRED MATERIALS OR LABOR AS SPECIFIED. I I 1. 25-Q OF U.B.C.) I � I � I BOLTS . . . . . . . . . . . . . .. . XS.T,M. A-307 I FTC. - FOOTING VERT. - VERTICAL . �
16. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE 5. ALL REINFORCING STEEL LAPS OR SPLICES SHALL BE AS INDICATED I . I HIGH STRENGTH BOLTS . . . . . . A.S.T.M. A -325F GALV. - GALVANIZED WD. - WOOD
I I FINISHED STRUCTURE AND DO NOT INDICATE THE METHOD OF I � ON PLANS. WHERE LAP OR SPLICE LOCATIONS ARE NOT SPECIFIED, JOIST TO SILL OR GIRDER, TOENAIL . . . . . 3-81) STEEL STUDS, JOIST, I I I GIRD. , - GRADE �
� CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE ALL BE WELL STAGGERED. .BRIDGING TO JOIST, TO . . . . 2-81) TRACKS AND BRIDGING: � . . I I I I . .
I � I LY RESPONSIBLE FOR CONSTRUCTION MEANS, . . � I � 1" X 6* SUB -FLOOR TO EACH JOIST, FACE NAIL. . . . 2-81) � 12,14 & 16 GA . . . . . . . . A.S.T.M. I I I I �
I I - METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES, INCLUDING, BUT 6. NO PIPE OR DUCTS SHALL BE PLACED IN CONCRETE UNLESS SPECIFI 1" X 8" SU13-FLOOR TO EACH JOIST, FACE NAIL. . . .3-81) - . 18 & 20 GA, . . - � . . . . . A.S.T.M. A-611 GRADE V Fy=33 KSI - . � � I I
I I . NOT LIMITED TO BRACING AND SHORING. OBSERVATION VISITS TO CALLY DETAILED. 1 2" T & G FLOOR DECKING TO JOIST, BLIND & FACE NAIL. . 2-16D . � 3. ALL STRUCTURAL STEEL, EXCEPT THAT PORTION TO BE FIELD WELDED, I , I � I I I 11
I - THE SITE BY FIELD REPRESENTATIVES OF THE ARCHITECT OR I SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL . . . . . . 16D 0 16" O.C. I �_ . I i
. STUD TO BEARING, TOENAIL EACH SIDE. . . . . . . 4-8D GALVANIZED, OR EMBEDDED IN CONCRETE, SHALL RECEIVE ONE SHOP � :
I . I ENGINEER SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE FRAMING LUMBER � I OR END NAIL. , . . . ., . . 2-16D . COAT OF PAINT. SURFACES AT HIGH STRENGTH FRICTION BOLTS 1. MASONRY UNITS FOR HOLLOW UNIT MASONRY CONSTRUCTION SHALL BE I � ��
TRUCTION PROCEDURES. ANY SUPPORT I I TOP PLATE TO STUD, END NAIL. . . , I SHALL BE CLEAN MIH SCALE AND FREE OF PAINT. , I I GRADED "N" UNITS CONFORMING NTH ASTM C-90. CONSTRUCTION � I I
� . SERVICES PERFORMED BY THE ARCHITECT OF ENGINEER DURING THE 1. ALL WOOD CONSTRUCTION SHALL CONFORM WITH THE REQUIREMENTS OF . 1. . I . . . 2-16D I SHALL CONFORM NTH ALL APPLICABLE CODES AND ORDINANCES. I I
I BE DISTINGUISHED FROM 'CONTINUOUS AND THE UNIFORM BUILDING CODE (U.B.C.) LAST ADOPTED EDITION, OR I I MULTIPLE STUDS, FACE NAIL(STAGG). � . . . . . . . 16D 0 16" O.C. 1 4. WELDING SHALL CONFORM WITH THE LATEST EDITION OF THE WELDING I I
I I DETAILED INSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS. I NING CODES AND THE LATEST ADOPTED � DOUBLE TOP PLATES, FACE NAIL. . . . . � . . 1.1 6D 0 16", O.C. I CODE AWSD1.1. USE APPROVED ELECTRODES CONFORMING WITH ASTM 1 2.. MORTAR SHALL BE FRESHLY PREPARED AND UNIFORMLY MIXED OF I I I � I
I THESE SUPPORT SERVICES PERFORMED BY THE ARCHITECT OR EDITION OF THE TIMBER CONSTRUCTION MANUAL BY THE AMERICAN TOP PLATES, LAPS & INTERSECTIONS, FACE NAIL, . . . .3-16D A-233. WELDING SHALL BE PERFORMED BY BUILDING DEPARTMENT � PART PORTLAND CEMENT, 1/2 MAXIMUM TO 1/4 MINIMUM PARTS LIME I I - i
ENGINEER, WHETHER OF MATERIAL OR WORK, AND FOR THE PURPOSE OF INSTITUTE OF TIMBER CONSTRUCTION (A.I.T.C.). THE FOLLOWING CON'T HEADER, 2 PCS, FACE NAIL ALONG EDGES. . . . .1 6D 0 16" O.C. WELDERS, ALL WELDERS SHALL BE AWS OR ICBO CERTIFIED. PUTTY OR HYDRATED LIME AND 3 PARTS CLEAN WASHED SAND. MORTAP, �:
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ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE NOTES ARE PROVIDED FOR USE AS A GUIDE TO ALL REQUIREMENTS. . I CEILING JOISTS TO PLATE, TOE NAIL . . . . . . . .3-8D I ALL FIELD WELDING SHALL BE CONTINUOUSLY INSPECTED BY A REGISTERED SHALL BE TYPE "S" WITH AN ULTIMATE COMPRESSIVE STRENGTH OF I 11 � . I
WITH CONTRACT DOCUMENTS, BUT THEY DO NOT GUARANTEE CONTRAC- STUD, TOE NAIL, . . . . I I 4-81) DEPUTY INSPECTOR. I I 1 2000 PSI AT 28 DAYS AND CONFORM TO TABLE NO. 24-A U.B.C. I I I
MR's PERFORMANCE AND SHALL NOT BE CONSTRUED AS SUPERVISION 2. ALL FRAMING LUMBER SHALL CONFORM TO OSTANDARD GRADING AND CEILING JOISTS, LAP OVER PARTITIONS, FACE NAIL. . . . 3-161) . . I � I
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- CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL. - . � 3-16D 5. UNLESS OTHERWISE NOTED, ALL SHOP AND FIELD BOLTED CONNECTIONS 3. GROUT SHALL BE PROPORTIONED BY VOLUME AND. SHALL HAVE � �
OF CONSTRUCTION. I DRESSING RULES* NO. 16 OF WEST COAST LUMBER INSPECTION . RAFTER TO PLATE, TOE NAIL . . . � . . . . . . 3-81) �
� B SHALL BE IN ACCORDANCE NTH USING UNFINISHED AMERICAN STAND- . SUFFICIENT WATER ADDED TO PRODUCE CONSISTENCY FOR POURINE, 1
17. A�_L SUSPENDED EQUIPMENT TO BE PROVIDED WITH APPROVED LATERAL 1- X BRACE TO EACH STUD AND PLATE, FACE. NAIL. , - -, .2-8D ONFORMING TO ASTM -307. SPACES 4- OR . I
. I � 8RACING. GRADING AGENCY, EXCEPT EXPOSED LUMBER SHALL BEAR NO MARKINGS . I I . WITHOUT SEGREGATION. FINE GROUT, FOR USE IN I I � I
I I WHICH WILI BE VISIBLE AFTER INSTALLATION. I 1" X 8" SHEATHING OR LESS TO EACH BEARING, FACE NAIL. .3-81) � I I I LESS IN BOTH HORIZONTAL DIMENSIONS, SHALL BE COMPOSED OF 1 - I I
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I . � I I WIDER THAN 11" X 8" BOARD TO EACH BEARING, FACE NAIL. . 3-81D 6, STRUCTURAL STEEL SHOP DRAWINGS SHALL BE REVIEWED BY THE I O WHICH MAY BE ADDED . NOT MORE THA14 I . I �� I ..
I . CQNCREIE � 3. FRAMING LUMBER SHALL BE DOUGLAS FIR, S4S, UNLESS OTHERWISE S, , .. _ - � . � . . . .1 6D 0 24" O.C. ENGINEER PRIOR TO FABRICATION. I � 1/10 PART HYDRATED LIME OR LIMEPUTIY, AND 2 1/4 TO 3 PARTS I I . I I . I �
I NOTED. THE FOLLOWING GRADES SHALL BE THE MINIMUM ACCEPTABLE BUILT-UP BEAMS, JOIST & RAFTERS: � - I SAND. AND NOT MORE THAN 2 PARTS PEA GRAVEL GROUT SHALL I
I 'NTH THE REQUIREMENTS OF � GRADES, UNLESS OTHERWISE NOTED: I I . 2 MEMBERS 1 O* OR LESS IN DEPTH ALONG I � 1 7. ALL EXPOSED WELDS SHALL BE FILLED AND GROUND SMOOTH WHERE, ATTAIN A MINIMUM COMPRESSIVE STRENGTH (F'c) OF 2,000 PSI AT I �
I I THE UNIFORM BUILDING CODE (LATEST . . � . . .. METAL WILL COME IN CONTACT WITH PUBLIC. � - I
I I .1 6D 0 16" O.C. I 1 28 DAYS AND CONFORM TO TABLE NO. 24-B U.B.C. � I . . � -
� ADOPTED EDITION) OR OTHER rrEM MINIMUM GRADE R MORE THAN 10" IN DEPTH I I I �
I � 1 APPLICABLE GOVERNING CODES AND THE LATEST ADOPTED EDITION OF, THE I . � I I � I I I . � 8. NO HOLES OTHER THAN THOSE SPECIFICALLY DETAJIF . � I . I
. � CATIONS. THE FOLLOWING NOTES ARE PROVIDED I STUDS: . I . I . . I ALLOWED THRU STRUCTURAL STEEL MEMBERS. NO CUTTING OR BURN-, � 4. GROUT ALL CELLS SOLID, UNLESS OTHERWISE NOTED. ALL ISOLATED I . � . I
. - I I FOR USE AS A GUIDE TO ALL REQUIREMENTS. I - ALONG EACH EDGE (STAGG.)_.1/2 THRU BOLTS 0 24-O.C. I BOLTS -EMBEDDED IN MASONRY SHALL BE SOLID GROUTED IN PLACE I
. � I � . 2" TO 4" THICK, 2* TO 4" WIDE (STD. HT.=8*-1" MAX.) STUD GRADE � � � I I ING OF STRUCTURAL STEEL WILL BE PERMITTED WITHOUT PRIOR WITH MINIMUM 2 INCHES OF GROUT SURROUNDING BOLT. I I I ':
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I . I t MATERIALS FOR CONCRETE: I 1 2" THICK 4" TO 8" WIDE . . . . . . . . . . . . . . i . NO. 2 OR BETTER DOUSI r JOISTS UNDER PARTITIONS: -- � I CONSENT OF THE ENGINEER. I I I I I � I
I STRUCTURAL LIGHT FRAMING- I I I I I I I I . I
, I I I . . � - I I � I I � I 5. PROVIDED 1/2- DIA. ANCHOR BOLTS AT 24" O.C. VERTICALLY WHERE � I 11
I . . � 1 2" TO 4" THICK, 2" TO 4" WIDE . . . . . . . . . . . . NO. 2 OR BE17ER 1, WHERE BLOCKED APART, EA JOIST, EA BLOCK. . . � 2-16D . � - I I I . STEEL STUDS AND MASONRY WALL ADJOIN. TYPICAL UNIESS OTHER I . � I - I :!
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� I I k CEMENT SHALL CONFORM TO THE APPROPRIATE SPECIFICATION STRUCTURAL JOISTS AND PLANKS, I WHERE NOT BLOCKED(STAGGERED). . . . . . . .1 6D 0 12" O.C. . 9. GROUTING OF COLUMN BASE PLATES: BASE PLATES SHALL BE DRY WISE NOTED. I I I I
� � I LISTED BELOW: 2" TO 4" THICK, 6* AND WIDER . . . . . . . . . . . . . NO. 1 OR BETTER I I . FIVIE-STAR" NON -SHRINK GROUT OR EQUAL. I . I I � I I
1. PORTLAND CEMENT, *SPECIFICATION FOR PORTLAND CEMENTO BEAMS AND STRINGERS: I DOUBLE TOP PLATE: I � 11 -1 .i
I I MINIMUM COMPRESSIVE STRENGTH SHALL BE AS SPECIFIED IN THE 6. ALL REINFORCING STEEL, ANCHOR BOLTS, HOLD-DOWN ANCHORS, AND I �
I � � (ASTM C-150). 1 5" AND THICKER, 6" AND WIDER . . . . . . . . . . . . . SELECT STRUCTURAL . LOWER PLATE TO TOP OF. STUDS. - - . - - . - 2-16D I T SE NOTES. ALL SURFACES SHALL BE , I OTHER INSERTS SHALL, BE SECURED IN POSITION PRIOR TO GROUTING. I I I . � I I I . ;
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I I I I � I I POSTS AND TIMBERS; I I I UPPER PLATE TO LOWER PLATE(STAGG). . I . . .1 6D 0 12* O.C. I REIGN MATERIAL PRIOR TO -THE . GROUTING - .� I � I �
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I I � 2. UNLESS OTHERWISE PERMITTED OR REQUIRED, CEMENT �HAH � 5" X 5" AND LARGER . . . . . . . . . . . . . . . . . . SELECT STRUCTURAL . . . ENDS OF UPPER & LOWER PLATES, � . . . . I . 3-16D � OPERATION. I I 7. CONSTRUCTION OF MASONRY WALL SHALL BE LOW LIFT CONSTRUCTION - . � �, . I
BE TYPE I OR TYPE 11. (ASTM C-150). I T & G DECKING: I JOINTS OR RAFTERS TO SIDES OF STUDS: � . . I I
. ' AS PER SEC. 2404 U.B.C. AND TABLE NO. 'G* U.B.C. I I . . �
. I . 1 2" & 3 .. . . . . . . ... . . . . . . . . . . . . . . . .. SELECT DEX 8" JOISTS OR LESS. . . . . � . . . . ,3-16D I 10. ALL WELDS SHALL BE PREQUALIFIED TYPES PER THE AISC. ALL . I I
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I 1 3. THE CEMENT USED IN THE WORK SHALL CORRESPOND TO tHAT FOR EACH ADD 4" IN DEPTH OF JOIST.' . . . . .1-16D I WELDING ELECTRODES SHALL BE E-70 XX. I 1 8. ALL GROUT SHALL CONTAIN SIKA GROUT-AJD PER MANUFACTURER SPECS . .
4. ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE BLOCKING BETWEEN JOISTS OR RAFTERS: I I .
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UPON WHICH THE SELECTION OF CONCRETE PROPORTIONS WAS TREATED DOUGLAS FIR, PER UBC STANDARD NO. 25-12. TO JOIST OR RAFTERS, TOENAILS - EA SIDE/EA END . 2-1 OD I I
I BASED. . I I TO JOIST OR RAFTERS BEARINGS, TOENAIL - EACH SIDE. .3-1 DID . 11. ALL WELDS NOT SPECIFIED SHALL BE CONTINUOUS FILLET WELDS . � . I � �
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I I I B. ADMIXTURES SHALL NOT BE USED WITHOUT WRITTEN CONSENT OF GLUE -LAMINATED BEAMS: I . BLOCKING BETWEEN STUDS, TOENAIL - EACH END, 2-1 DID . . I USING NOT LESS THAN THE MINIMUM SIZES BASED ON THICKNESS OF I . I . I 11 -
I I � I � I � � I OR FACE NAIL - EACH END.* *. , - � THICKER PART JOINED PER AISC/AWS AND IN NO CASE BE LESS THAN I SPECIAL INSPECTION I I I � - . .
I I I I � I I THE ENGINEER. I I I A. GLUE -LAMINATED BEAMS SHALL BE COMBINATION 24-F, RIBBONS TO STUDS: I . . 2-16D 3/16 INCH. - � 11 � I . I - �
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C. WATER: INDUSTRIAL .APPEARAJNCE GRADE WHERE NOT EXPOSED AND � 1 " RIBBONS. . . . . I . I . . . . . 2-81) I I � 1. SPECIAL INSPECTION BY A REGISTERED DEPUTY BUILDING INSPECTOR, I I � I
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� - I I I � I . I I ARCHITECTURAL APPEARANCE GRADE WHERE EXPOSED AND . 2" RIBBONS. . . . , , . , . . �, . , I . 2-16D 12. ALL CONNECTIONS SHALL BE DETAILED BY THE FABRICATOR. DETAIL I I I . APPROVED BY THE AI,CHrTECT AND THE BUILDING - DEPAR1 MIE!"fl, SHALL I
� 1. MIXING WATER FOR CONCRETE SHALL CONFORM TO' THE FABRICATED IN ACCORDANCE WITH U.B.C. STANDARDS AND . I I . � � ING SHALL BE PERFORMED USING RATIONAL ENGINEERING DESIGN AND I . BE REQUIRED FOR THE FOLLOWING TYPES OF WORK. . SEE PROJECT . I � � I � � I .
I � REQUIREMENTS FOR WATER SPECIFIED IN ASTM C-94. A.I.T.C. REQUIREMENTS. I I I ADDITIONAL NAILING NOTES: I . STANDARD PRACTICE IN ACCORDANCE WITH AISC. - SPECIFICATIONS FOR SPECIFIC REQUIREMENTS. I I . .
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WATER NFORM TO U.B.C. JABLE I I 11 � 1. A� ALL NAILS TO BE COMMON NAILS UNLESS SPECIFIED OTHERWISE . I . I I .
I � � 26-A. � I B. ALL STRUCTURAL GLUE -LAMINATED LUMBER SHALL BE INSPECTED ON DRAWINGS. I � 1 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF ALL . I A. ALL CONCRETE WORK WITH F`C EXCEEDING 2,500 PSI. � . . I I
I - I I � DURING LAMINATION BY AN APPROVED INSPECTION AGENCY AND I I I I � � B. ALL FIELD WELDING (EXCEPT METAL STUDS, FURRING CHANNELS, ETC.). � �
I I I D. AGGREGATES-. PROVIDE CERTIFICATE OF INSPECTION AS REQUIRED BY � � B. PLYWOOD SHEATHING SHALL BE NAILED AS FOLLOWS UNLESS ERECTION PROCEDURES AND SEQUENCES WITH RELATION TO TEMPERA- . C. SHOP WELDING FOR PROCEDURES AND MULTIPLE PASS WELDS. I . I I I
I I I - . � I " I UNIFORM BUILDING CODE. I OTHERWISE NOTED ON DRAWINGS: I � TURE DIFFERENTIALS AND WELD SHRINKAGE. I I I D. ALL WELDED STUD BOLTS. � . I
I 1. AGGREGATES FOR NORMAL WEIGHT CONCRETE SHALL CONFORM I I . � BOUNDARY NAILING - 4" O.C. I . 14. AFTER FABRICATION, ALL STRUCTURAL STEEL SHALL BE CLEANED OF . , E. ALL METAL DECK AND SHEAR STUD WELDING AND INSTALLATION. I . I ,�
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I . TO "SPECIFICATION FOR CONCRETE AGGREGATES" (ASTM C . � 11 EDGE NAILING - 4" O.C. . I F. WELDING OF REINFORCING BAR. .
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I 1 33). 1 C. ALL GLUE -LAMINATED BEAMS SHALL BE DOUGLAS FIR, 16% 1 ALL EXCESSIVE RUST, LOOSE MILL SCALE, AND OTHER FOREIGN I G. ALL MASONRY WORK. I I I � ;
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I hi FIELD NAILING - 12- O.C. (10-,O.C. AT FLOORS) MATERIALS. � I
- � I � I MAXIMUM MOISTURE CONTIEN-T. : I C� ALL NAILS EXPOSED TO THE WEATHER SHALL BE GALVANIZED. I H. EXPANSION BOLTS OR EPDXY ANCHORS DRILLED INTO CONCRETE. 11
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I 1 2. AGGREGATES FOR LIGHTWEIGHT CONCRETE SHALL CONFORM TO - I I I
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- � . - I I *SPECIFICATION FOR LIGHTWEIGHT AGGREGATES I FOR � I D. EACH PIECE OF STRUCTURAL GLUE -LAMINATED LUMBER SHALL BE I . . I - I . . I 1 15.1 REMOVE ALL UNACCEPTABLE MATERIALS IN THE FIELD PRIOR TO � 1. I I I I I I . . I �
� I � STRUCTURAL CONCRETE- (ASTM C-330). � STAMPED WITH AN IDENTIFYING NUMBER AND SHALL BE � KING, SHEAR STUD CONNECTORS, AND I . . I I �
- I ACCOMPANIED BY A CERTIFICATE OF INSPECTION AS REQUIRED FOUNDATION - I I I OOFING. .1 I . I � I � . I . - I
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� .13. FINE AND COARSE AGGREGATES SHALL .BE REGARDED AS IN SECTION 5006 (b) OF U.B.C. (LATEST ADOPTED EDITION). I .
: SEPARATE INGREDIENTS, EACH SIZE OF COARSE AGGREGATE 1. EXCAVATE FOR FOUNDATIONS TO THE DEPTHS SHOWN ON THE DRAWINGS 16. CUTS, HOLES, OPENINGS, ETC., REQUIRED IN STRUCTURAL STEEL I . I
. I I . I I AS WEH AS THE COMBINATION OF SIZES WHEN TWO OR MORE I I E. ADEQUATE BRACING SHALL BE PROVIDED DURING THE ERECTION. I BELOW UNDISTURBED SOIL OR COMPACTED EARTH ____ MINIMUM UNLESS I � . - I I
I - I : I I OTHERWISE NOTED. SEE SOILS REPORT FOR PAD AND FOOTING COM- � SHOP DRAWINGS FOR STRUCTURAL STEEL, AND SHALL BE DONE IN THE I I I �
� ORM TO THE APPROPRIATE GRADING I ( , I PACTION REQUIREMENTS. THE BOTTOM , OF FOUNDATION ELEVATIONS I I SHOP. THERE SHALL BE NO FIELD CUTTING OF STRUCTURAL . I I . .
REQUIREMENTS OF THE APPLICABLE ASTM SPECIFICATIONS. F. THE LAMINATED BEAMS SHALL BE FURNISHED AND DETAILED BY STEEL . I - I
� A LICENSED FABRICATOR SPECIALIZING I SHOWN ON THE DRAWINGS ARE ESTIMATED FOR BID PURPOSES. THE OF OTHER TRADES WITHOUT PRIOR WRITTEN . � . � I .
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I � . � - � � . 1 2. PROPORTIONING: I I I WORK. - � N ELEVATION TO 13E VERIFIED BY THE - APPROVAL OF THE ENGINEER. I � I I �
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� I I 1. I 1. OWNER'S SOIL TESTING AGENCY. . � I I 1. I � I
. I � A. GENERAL I I I I , . I � I � I I .1 . I . I I .
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I . � G. THE FABRICATOR SHALL SUBMIT COMPLETE SHOP DRAWINGS TO I 1 17. ALL SHOP WELDING, FIELD WELDING AND BOLTING SHALL BE SUBJECT . � � -
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� I CONCRETE FOR ALL PARTS OF THE WORK SHALL BE OF THE THE BUILDING DEPARTMENT AND TO THE ARCHITECT/STRUCTURAL � 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SHORING I . � IAL INSPECTION IN ACCORDANCE WITH TH E . I I . I I �� I
I SPECIFIED QUALITY CAPABLE OF BEING PLACED WITHOUT ENGINEER FOR APPROVAL PRIOR TO FABRICATION. � I .NECESSARY TO SUPPORT CUT AND/OIR FILL BANKS DURING EXCAVATION I . UNIFORM BUILDING CODES AND.STANDARDS, LATEST EDITION. I I I � � I I . � .
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I EXCESSIVE SEGREGATION AND, WHEN HARDENED, OF DEVELOPING I I AND FOR FORMING AND PLACEMENT OF CONCRETE. - I . - I I I
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I I QUIRED BY THESE SPECIFICATIONS AND 5. PLYWO STANDARD PS -1-83. PLYWOOD � - 1 18. ALL EXPOSED STRUCTURAL STEEL AND MISCELLANEOUS METAL SHALL BE , ( � 1. .
I - I
�� . THE CONTRACT DOCUMENTS. I D, INCLUDING PANEL INDEX NUMBER. � 3. CARE SHALL BE TAKEN NOT TO OVEREXCAVATE FOUNDATION AT LOWER HOT DIP GALVANIZED AFTER FABRICATION. I . I I - I . �
. I I I B. STRENGTH: . I ROOF SHEATHING SHALL BE 1/2" CD -X STRUCTURAL, P.I. 32/16, 1 ELEVATION TO PREVENT DISTURBING SOILS AROUND FOOTINGS AT , I I � � .1 I I I �
� � . I I UNLESS OTHERWISE NOTED. FLOOR SHEATHING SHALL BE 5/8- I HIGHER ELEVATION. I . I . � I I - 1. � � . I I . I � - . I I I
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I I " THE SPECIFIED COMPRESSIVE STRENGTH OF THE CONCRETE (F -C) I UNDERLAYMENT, P.I. 42/20, UNLESS OTHERWISE NOTED. SEE SHEAR I . I . I I � .. � �
� I FOR EACH PORTION OF THE STRUCTURE SHALL BE AS DESIGNATED WALL SCHEDULE FOR SHEAR PANEL SHEATHING. ROOF AND FLOOR 1 4. FILLING AND BACKIFILLING SHALL BE INSPECTED AND APPROVED BY � I �, I I I I I I . I I � I
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BELOW. - - SHEATHING AND SHEAR PANELS SHALL BE IN PLACE AND INSPECTED BY - THE PROJECT SOILS ENGINEER PRIOR TO FORMING. I . I I - - ,� I I
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I THE BUILDING OFFICIAL PRIOR TO COVERING. INSTALL WITH FACE I . I I � � I
� � ,GRAIN ACROSS SUPPORT'S EXCEPT WHERE NOTED ON PLANS. 5. ATERIAL SHALL BE APPROVED BY THE I . I I � . I I I I I I I
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I I I COMPRESSIVE STRENGTH, UNLESS A DIFFERENT TEST AGE IS . � � PROJECT SOILS ENGINEER. I I I I I I 11 I . � �
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.. � . SPECIFIED. . � 9. MAXIMUM STUD HEIGHT SCHEDULE AT NON-BEARING WALLS (LATERALLY I I . I I � I � . I
� . UNSUPPORTED HEIGHT): � 6. FILLING AND BACKFILLING SHALL BE COMPACTED TO A, MINIMUM OF � I I I I I I I I I 1 �
I I - SLA13 ON GRADE . . . . . ... . . . . . . . . . . . . . 2,500 PSI 1 90% OF MAXIMUM DENSITY IN ACCORDANCE WITH THE SOILS REPORT I I I I I � :� ,
I � . -, � , �_ I I I I .
. FOUNDATION & GRADE BEAMS . . . . . . . . . . . . . 3,000 PSI AT 16* O.0 .................. ...... 12' 0'�;�, _ -1 I � � I AND ASTM TEST METHOD D-1557-78. FLOODING OF BACKIFILL IS NOT I I I I � �- I � . I 11 . I
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I I I . I - I 1 2 X 6 AT 160 O.0 ........ � ........ : ...... 18'�'_1,0" � - ,�� � '--- I PERMITTED. . - I I I - I � � I I I I I I
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� WALLS & ALL STRUCT. CONC . . . . . . . . . . . . .. 3,000 PSI � 23' - --� 0"- - �U.O k- . :�_
2 X 8 AT 16* = ........................ I . - I
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� E PLATES . . . . . . . . 6,000 PSI - � - , .1 -1 � " ��.,.. ". I �
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5TANLEY E. STEELE I � .DIAL �� .�� �� � _ i - I . - . - . D /)� A0 DESIGNED BY: JACK BULIK PARK I -
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