|
_ . _ _ .__ __ __ _ ._ __ _ _ _ _
<br /> E�UILDING CODE: 10. ALL FRAMING LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL CONCRETE
<br /> 2015 INTERNATIONAL BUILdiNG C�DE BE PRESSURE TREATED. (SEE NOTE 1 FOR MINIMUM GRADE INFORMATION) 1. ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE REGULAR WEIGHT
<br /> . FLOOR LOAD: 11. FIELD--CUT ENDS, NOTCHES, AND DRILLED HOLES OF PRESSURE HARD ROCK TYPE (150 PCF) AGGREGATES SHALL CONFORM TO ASTM C33 � �
<br /> DEAD LOAD: 12 sf WITH PROVEN SHRINKAGE CHARACTERISTICS OF LESS THAN 0.05�. � �-
<br /> P PRESERVATIVELY TREA1'ED WOOD SHALL BE RETREATED IN THE FIELD IN G I N � w
<br /> LIVE LOAD: 40 psf ACCORDANCE WITH AWpA M4. IRC 320.3.1 2 ALL CONCR�TE DESIGN IS BASED ON A 28 DAY COMPRESSIVE STRENGTH (f'c) =
<br /> ROOF LOAD: 12. 2X4 RAFTERS EXC�PT WHERE SPECIFICALLY DETAILED SHA�L NOT OF 3000 PSI. WHERE 3000 PSI CONCRETE IS REQUIRED BY THE BUILDING ___
<br /> DEPARTMENT FOR WEATHERING PURPOSES ONLY, NO SPECIAL (NSPECTION IS J
<br /> DEAD L�AD: 15 psf SUPPORT SUSPENDED CEILINGS, SPRINKLERS, DROP SOFFITS, OR ANY OTHER REQUIRED. (� �
<br /> FLAT' RC�OF' SNOW LOAD: 25 psf � ELEMENTS.
<br /> SNOW �XPOSUR� FACTOR {Ce). 1.0 3. CEMENT SHALL CONFORM TO ASTM C150, TYPE I, CSA NORMAL. � �
<br /> SNOW L�AD IMP�RTANCE FACTO�t (Is): 1.� 13. WIRE STAPLES MAY BE SUBSTITUTED FOR DIAPHRAGM AND SHEARWALL � �
<br /> TMERMAL FACTOR Ct : 1.0 NAILING WHEN APPROVED BY THE STRUCTURAL ENGINEER. ,�
<br /> C ) 4. MAXIMUM SL.UMP SHALL NOT EXCEED 4 INCHES IN FLATWORK. �
<br /> VVIRID [�ESIGN D�1�A: 14. EXTERIOR STUD WA�LS SHALL BE 2X6 � 16" O.C.. UNLESS NOTED 5, pLACEMENT OF CONCRETE SHALL BE IN CONFORMANCE � �?
<br /> � 1. �ASIC WIND SPEED: �5 (Nf'H OTHERWISE. INTERIOR STUD BEARING WALLS SHALL BE CONSTRUCTED s� WiTH ACI 301. O � N
<br /> 2. WIND IMPORTANCE FACTOR (Iw): 1.0 USING 2X4 � 16 O.C. AT UPPER TWO FLOORS AND EITHER 2X6 � 16 6. CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A MINIMUM OF (� r� �-
<br /> �UiLDING CATEGORY: II O.C. OR 3X4 � 16" O.C. BELOW TOP TWO FLOORS. STUD NONBEARING FIVE (5) DAYS AFTER PLACEMENT. ALTERNATE METHODS WILL �E APPROVED IF � � r j � O
<br /> 3. WIND EXPOSURE: B WALLS SHALL BE CONSTRUCTED USING 2X4 � 24" O.C.. UNLESS N07ED SATISFACTORY PERFORMANCE CAN BE ASSU R E D. � � � �
<br /> 4. Kzt= 1.38 OTHERWISE. SEE NOTE 1 FOR LUMBER GRADES OF STUDS AND PLATES. ' � �. ..�.,;
<br /> 5. INTERNAL PRESSURE COEFFICIENT: NA � 7. KEYED CONSTRUCTION JOINTS SHALL BE USED IN ALL CASES. ALL - � � � i �
<br /> 6. APPLICA�LE WIND PRESSURE FOR 15. FRAMING ANCHORS �'OR JOISTS, PURLINS AND POSTS SHALL BE CONSTRUCTION JOINTS SHALL BE THOROUGHLY CLEANED AND ALL LAITANCE a� U �, �
<br /> COMPONENTS AND CLADDING: NA SiMPSON, OR APPROVEp EQUAL. APPROVAL MUST BE OBTAINED IN WRITING SHALL BE REMOVED. ALL VERTICAL JOINTS SHALL BE THOROUGHLY WETTED
<br /> PRIOR TO INSTALLATION. FILL ALL FASTENER HOLES WITH FASTENER TYPES AND SLUSHED WITH A COAT OF NEAT CEMENT IMMEDIATELY BEFORE PLACING � � � � �
<br /> SESIMIC DE51GN DATA: (NAILS, BOLTS, ETC.), SIZES, AND QUANTITIES AS SPECIFIED BY THE NEW CONCRETE. cv v,
<br /> MANUFACTURER. � � ��
<br /> 1. SEISMIC IMPORTANCE FACTOR: 1.0 � � � �
<br /> SEISMIC USE GROUP: I 8. SUBMIT LOCATION OF POUR JOINTS PRIOR TO PLACEMENT. POUR JOINTS �
<br /> � 2. �PECTRAL R�SPONSE ACCELERATION {Ss}: 125.6� 16. ALL HEADERS SHALL BE 4X8 DF#2 UNLESS OTHERWISE NOTED ON THE SHALL BE-LOCATED TO MINIMIZE EFFECTS OF SHRINKAGE AS 1N�LL AS � y � 3
<br /> D R A W I N G S P L A C E D A T P O I N T S O F L O W S T R E S S. M A X I M U M A R E A O F P O U R J O I N T S I S 4 0 0 � �
<br /> 3. SITE CLA SS: D (ASSUMED) SF. S" �
<br /> � �
<br /> �. SPECTRAL RESPON�E COEFFICIENTS (S�s): 83.7� �7. OSB 0� EQUAL OR GREATER THICKNESS MAY BE SUBSTITUTED FOR �,,
<br /> 5. SEIS�AIC DESIGN CATEGORY. D PLYWOOD USED IN SHEAR PANELS. 9. MINIMUM CONCRETE COVERAGE OF REINFORCING STEEL FOR FORMED WORK �-+�
<br /> 6� BASi� SEISMIC-FORCE-RESISTING SYSTEM: SHEARWALLS U �
<br /> 7. SEISMIC RESPONSE COEFFICIENT (Cs): .090 : : SHALL BE AS FOLLOWS: � � ,
<br /> �. RESPONSE MODIFICATION FACTOR (R): fi.5 FOU N D AT)ON S _ INTERIOR WALL: 3/4" 1 » � �
<br /> 9. ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE EXTERIOR WALLS, EXPOSED TO WEATHER: 1 h +J
<br /> PROCEDURE 1. THE FOUNDATION DESIGN IS BASED ON THE RECOMMENDATION IN THE EXPOSED TO EARTN OR WEATHER (#5 OR SMALLER): 1',�" (J]
<br /> INTERNATIONAL BUILDING CODE TABLE 1804.2. FOUNDATION WORK *NOTE: CONCR�TE CAST AGAINST GROUND SHALL HAVE 3" MIN. COVERAGE
<br /> FRAMIN� LUM�ER SHALL BE PERFORNIED IN ACCORDANCE WITH CHAPTER 18 OF THIS 10. PIPES OTH�R THAN ELECTRICAL CONDUITS SHALL NOT BE EMBEDDED IN
<br /> CODE. STRUCTURAL CONCRETE EXCEPT WHERE SPECIFICALLY APPROVED.
<br /> 1. FRAMING LUM�ER SHALL BE DOUGLAS FIR/LARCH N0.1 FOR
<br /> P�ST�, �EAMS, ANI� HEADERS; HEM--FIFZ .N0.2 FOR 2X AND 3X 2, TNE FOUNDATION DESIGN IS BASED ON THE FOLLOWING VALUES: 11. CONCRETE MiXES SHALL BE PROVIDED IN ACCORDANCE WITH ACI 318
<br /> JdIST�, AND STUDS; AND HEM-FIR N0.2 FOR ALL TOP AND ALLOW. SOIL BEARING 15C?0 PSF (WHEN STRENGTH DATA FROM TRIAL BATCN�S OR FIELD EXPERIENCE ARE
<br /> @OTTO�A PLATES (GRADES ARE TYPICAL UNLESS OTMERWISE NOTED SOIL FRICTION .25 - NOT AVAILABLE). : �.e) � �
<br /> C�N PLANS). LUM�ER TO BE GRADE MARKED PER VyCU� - � �
<br /> SPECIFICATIONS. EQUIV. ` FLUID PRESSURES Lt�l �. � .
<br /> ' CEMENT CONTENT SACKS PER
<br /> ACTIVE PRESSURE* 35 PCF : � (�
<br /> 2. STRU�TURAL SHEATF�ING SHALL BE APA RATED PLYWOOD, PASSIVE PRESSURE 150 PCF ' LBS/CUBIC YARD �
<br /> CUBIC YAF�D 'C� � �
<br /> EXPO�URE 1 SHEATHING COIdFORMING TO EITHER COMMERCIAL (*WALLS RESTRAINED AGAINST ROTATION SHALL BE DESIGNED FOR F'c (PSI) (MINIMUM) �
<br /> �T�,P�DAR�S D�C �'S 1 OR PS 2. PROVIDE MINIMUM OF 3/8" ED�E AN EQUIV.
<br /> (MINIMUM �
<br /> DI�1'AN�E �N ALL NAIL� AND �1 1/�" EXPANSION JOINT BETWEEN FLUID PRESSURE OF 55 PCF�. . 3000 > 517 � �
<br /> ,4LI� PANE� E��ES. ININIMUM SHEATHING REQUIREMENTS ARE AS 5�� � �-�1 �
<br /> FOLLOWS: �
<br /> 3. ALL FOOTINGS SHALL BE FOUNDED AT LEAST 18" BELOW THE
<br /> UNDISTURBED GROUND SURFACE OR TO FROST DEPTH. ALL FOOTINGS MIXES SFiALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS. � � �,
<br /> F200F �HE,4`f�IING TO �E 15/32" C-D INT-APA RATED NO MORE THAN A 1" PLUS TOLERANCE SHALL BE ALLOWED. � �
<br /> PLYW�OD WiTH �XTERIOR �LUE, p.l. 24/16 (USE 5-�PLY FOR SHALL BE FOUNDED ON COMPACTED FILL OR UNDISTURBED NATURAL � �
<br /> PANELI��D ROOFS). NAILING IS �d AT 6 lNCHES ON CENTER AT GRADE UNLESS OTHERWISE NOTED. A) WHERE SPECIAL INSPECI'ION IS NOT REQUIRED UNDER SECTION 1704.4
<br /> PANEL EOGES AN� 12 INCHES ON CENTER AT INTERMEDIATE � � I�) .
<br /> OF THE I.B.C.; CONCRETE SHALL HAVE A MINIMUM CEMENT CONTENT �F 5 � �
<br /> SUPPORTS UNLESS NOTEDOTHERIMSE. 4. COMPACTION: MATERIAL FOR FILLING AND BACKFILLING SHALL : SACKs PER CUBiC YARD OF CONCRETE. �"�'
<br /> CONSIST OF THE EXCAVATED MATERIAL AND/OR IMPORTED �ORROW �"
<br /> SU� FLOORING TO BE 3/4" T&G C-D INT--APA RATED �
<br /> PLYVV��DWITH EXTERI�R GLUE, P.I. 4�/24. GLUE AND NAIL WITH AND SHALL BE FREE OF ORGANIC MATTER TRASH LUMBER OR OTHER �) DESIGN MIX (OTHER THAN AS SPECIFIED W THIS TABLE) SHALL BE � � �
<br /> � � � SUBMITTED TO THE BUILDING OFFICIAL TWO WEEKS PRIOR TO FIRST USE � ' ����'� ' � �� �' ' � �
<br /> DEBRIS. ALL WALLS SHALL BE ADEQUATELY BRACED PRIOR TO � ���; , � ; ��>} ��-� ��`
<br /> 10d AT 8 INC�iES ON CENTER AT PANEL EDGES AND 12 INCHES ON gACKFILLING. FILL AND �ACKFILL SHALL BE DEPOSITED IN LAYERS NOT �`� � t�'`+ k� � � '
<br /> . C�NTER AT INTERMEDIATE SUPPORTS. � � ��
<br /> TO EXCEED 8 INCHES THICK, PROPERLY MOISTENED TO APPROXIMATE � ��.,�� �.
<br /> 3. NAILING SHALL CONFORM TO TA6LE 2304.9.� oF �t-IE OPTIMUM REQUIREM�NTS AND TH�ROUGHLY ROL�ED OR COMPACTED STRUCTURAL STEEL
<br /> �l� � � � ���� �.,�
<br /> :;�
<br /> �..�tlt y° �� �� ��/�;.��� � �'
<br /> iNTERNATIONAL BUILDING CODE UNLESS NOTED OTHERWISE. WITH APPROVED EQUIPMENT IN SUCH A MANNER AND EXTENT AS TO - --
<br /> PRODUCE A RELATIVE COMPACTION OF 9�� 1. ALL STRUC7URAL ANU MISCELLANEOUS STEEL SHALL CONFORM TO������ " ��� �°� �
<br /> :�$s� �.�
<br /> OF MAXIMUM POSSIBLE y - � � ��
<br /> 4. NO STRUCTURA� MEMBER SHAI.L BE CUT OR NOTCHED UN�ESS ASTM A36 AND SHALL BE FABRICATED AND ERECTED IN ACCORDANCE �-�,� F w���
<br /> SPECIFICALLY DETAIL�� �R APPROVED IN WI�ITING BY THE DENSITY AS DETERMINED BY ASTM D1557. HAND TAMPERS SHALL �, 6�� f � � �
<br /> STRUCTURAL ENGiNEER. WEIGH AT LEAST 5Q POUNDS EACH AND SHALL HAVE A FACE AREA WITH THE AISC "SPEC�FICATiON FOR STRUCTURAL STEEL E3UILDINGS", v ��' ��;
<br /> N4T IN EXC�SS OF 64 SQUARE INCHES. HAND �TAMPERS MA LATEST EDITION. SHOP DRAWINGS SHALL B� SUBMITTED FOR �
<br /> �- �
<br /> s. U�E D�U�LE JOISTS UNDER WALLS OR PARTITIONS PARALLEL TO OP�RATED EITHER �1ANUALLY OR MECHANICALLY AND SHALL BE USED APPROVAL PRIOR TO FABRICATION. �� �� �e
<br /> JOISTS UNLE5S SPECIF'ICALLY NOTED OTNERWISE. USE SO�ID WHERE LARGER POWER DRIVEN COMPACTION EQUIPMENT CANNOT BE �o ,p�4383 ��,�
<br /> BLOCKIN� UNDER PARTITIONS PERPENDICULAR TO JOISTS. USED. FILL OVER 12" DEEF' SHALL COMPLY WITH A GEOTECHNICAL 2. PIPE COLUMNS SHALL CONFORM TO ASTM A53, GRADE B, UNLESS `�s � �� �-='=
<br /> REPORT. SEE GEOTECHNICAL REPORT FOR FURTHER DESIGN CRITERIA. OTHERWISE NOTED ON PLANS. �'�!`���
<br /> k,,�.�
<br /> 6. MAXIMU�A MOISTURE CONTENT SHALL NOT EXCEED 16% FOR ALL
<br /> STRUCTURAL MEM�ERS. 3. BOLTS SHALL CONFO�M TO ASTM A307 UNLESS OTHE�WISE NOTED.
<br /> REINFORCING STEEL Drvwn �y: CHRIS
<br /> �. PROVIDE 3"x3"x0.229" WASHERS AT ALL ANCHOR BOL7S. Check�d �y: CF9RIS
<br /> 4. NO ATTEMPT HAS BEEN MADE TO DIFFERENTIATE BETWEEN SHOP , pate: 0�--10�1�
<br /> �. �OLT MOLES SFiALL BE NOMINAL DIAMETER OF BOLT PLUS 1/16" 1. ALL REINFORCING STEEL SHALL CONFORM TO ASTM Afi15 GRADE 60 (fy AND FIELD WELDED CONNECTIONS. ALI� WELDING IS TO COMPLY WITH �
<br /> UNLESS OTI�IERWiSE NOTED. LAG BOLT F'iLOT HOLES SHALL BE = 60 KSI) FOR BAR SIZES N0. 5 & LARGER, GRADE 40 (fy = 40 KSI} FOR AWS SPECIFICATIONS AND IS TO BE DONE BY CERTIFIED WELDERS. SpA JC�� N0.
<br /> PRE-DRILLED TO 60� OF THE NOMINAL DIAMETER OF THE LAG N0. 3 AND N0. 4 BARS .
<br /> BOLT UNLESS OTF�ERWISE NOTED. 5. WELDING: ALL WELDING IS TO COMPLY WITH AWS SPECIFICATIONS 8 �� �
<br /> 2. ANCHOR BOLTS, DpWELS AND OTHER EMBEDDED ITEMS SHALL BE AND IS TO BE DONE �Y CERTIFIED WELDERS AS REQUIRED �Y THE
<br /> 9. ALL �ILL PLATES SHALL BE �OLTED TO THE FOUNDATION WITH SECURELY TIED IN PLACE BEFORE CONCRETE IS POURED. SLAB ON GRADE �TRUCTURAL
<br /> 5/8" MINIMUM DIAMETER BOLTS SPACED AT 48" O.C. MAXIMUM REINFORCEMENT SHALL BE PLACED AT MID-DEPTH OF SLAB AND SHALL �E DEPARTMENT C�F �UILDING SAFETY. ALL WELDING IS TO �E DONE BY
<br /> � SPACING (EM6ED 7" MINIMUM INTO CONCRETE OR MASONRY). S�E HELD SECURELY IN P�ACE WITH MECHANICAL DEVICES DURING PLACING OF ELECTRIC ARC PROCESS AND SHALL BE PERFORMED WITH APPROVED NOTES
<br /> PLANS AND DETAILS FOR SPECIFIC REQUIREMENTS WHERE OCCUa. THE CONCRETE. ELECTRODES AS REQUIRED BY THE BUILDING CODE.
<br /> � � � o �
<br />
|