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<br /> �UILDING CODE: 6. SMOP DRAWINGS FOR PREFABRICATED TRUSSES AND MANUFACTURED FLOOR JO(STS
<br /> 7. PROVIDE 3"x3"xQ.229" WASHERS AT ALL ANCHOR BOLTS. ShALL BE SUBM(TTED TO Tt1E ENGINEER FOR REVIEW PRIOR TO FABRICATION.
<br /> 20 I 5 (NTERNATIONAL BUILDING CODE
<br /> 8. BOLT hOLES 5t1ALL BE NOMINAL DIAMETER OF BOLT PLUS 1/ I 6" 7, DRAWINGS INDICATE G�NEIZAL AND TYPICAL DETAILS OF CONSTRUCTION. WhERE � �
<br /> FLOOR LOAD: UNLESS OTt1ERWISE NOTED. LAG BOLT PILOT t10LES ShALL BE CONDITIONS ARE NOT SP�CIFICALLY INDICATED BUT ARE OF 51MlLAR Ct1ARACTER TO
<br /> DEAD LOAD: I 2 psf PRE-DR(LLED TO �0% OF T11E NOMlNAL DIAMETER OF ThE LAG BOLT DETAlLS 5t10WN, 51MILAR DETAILS OF CONSTRUCTION 5i1ALL BE USED SUBJECT TO �G I N E ��
<br /> LIVE LOAD: 40 psf UNLESS OTt1ERW15E NOTED. REVI�W BY Tt1E ENGINEER
<br /> � ROOF LOAD: 9. ALL 51LL PLATES St1ALL BE BOLTED TO TNE FOUNDATION WiTh 5/8" 8. ALL DETAILS DESIGNATED A5 STANDARD OR TYPICAL St1ALL OCCUR IN ADDITION TO �
<br /> DEAD LOAD: ! 5 p5f MINIMUM DIAM�TER BOLTS SPACED AT 48" O.C. MAXIMUM SPACING ANY OTt1ER SPECIFIC DETAIL CALLED OUT.
<br /> ' FLAT ROOF SNOW LOAD: 25 psf (EMBED 7" MINIMUM INTO CONCRETE OR MA50NRY). 5EE PLANS AND � �
<br /> SNOW EXP05URE �ACTOR (Ce): I .0 DETAILS FOR SPECIFIC REQUIREMENTS WHERE OCCUR. 9. COORDiNATE WITt1 MECNANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR SIZE � o
<br /> SNOW LOAD IMPORTANCE �ACTOR (Is): I .0 AND LOCATION OF ALL OPENINGS REQUIRED FOR DUCTS, PIPES> PIPE SLEEVES, 'U �
<br /> T1IERMAL FAGTOR (Gt): I .0 ! 0. ALL FRAMIN� LUMBER IN CONTACT WITti MA50NRY OR CONCRETE ELECTRICAL CONDUITS, AND OThER ITEMS TO BE EMBEDDED IN GONCRETE OR 0 c�
<br /> St1ALL BE PRESSURE TREATED. (5EE NOTE I FOR MINIMUM GRADE OTf-1ERWISE INCORPORATED IN STRUCTURAL WORK. � N
<br /> WIND DE51GN DATA: INFORMATION)
<br /> � �-
<br /> 1 . BASfC WIND SPEED: 85 MPN I O. PROVIDE OPENINGS �ND SUPPORTS, A5 REQUIRED PER STANDARD DETAILS FOR Q w �-
<br /> I I . FIELD-CUT �NDS, NOTCt1�S, AND DRILLED t10LES OF PRESSURE NEATERS, MECNANICAL �QUIPMENT, VENTS, DUCTS, PIPING, ETC. ALL SUSPENDED > � X o
<br /> 2. WiND (MPORTANCE FACTOR (Iw): I .O Q <t �
<br /> BUILD(NG CATEGORY: II P R E S E R V A T I V E L Y T R E A T E D W O O D 5 t 1 A L L B E R E T R E A T E D i N T 1 1 E F I E L D I N MECHANICAL EQUIPMEN T S t 1 A L L B E SW AY OR LATERALLY BRA C ED. � � � �- ;
<br /> 3. WIND EXPOSURE: B
<br /> ACCORDANCE 4'VITN AWPA M4. IRC 320.3. I w �
<br /> 4. Kzt= I .38 I I . ALL INFORMATION SMOWN ON Tt1E DRAW(NGS RELATIVE TO EXISTING CONDITIONS •� �,Yj � >
<br /> 5. INTERNAL PRE55URE COEFFICIENT: NA I 2. 2X4 RAFTEf�S EXCEPT Wt1EfZE SPECIFiCALLY DETAILED 5t1ALL NOT 15 GIVEN A5 Tt1E BEST PRESENT KNOWLEDGE BUT WIThOUT GUARANTEE OF ACCURACY. � � +;r� o
<br /> SUPPORT SUSPENDED CEILINGS, SPRINKLERS, DROP 50FFIT5, OR ANY Wt-1ERE ACTUAL CONDITIONS CONFLICT WITi1 ThE DRAWINGS, Tt1EY 5f1ALL BE REPORTED � +' °�' -°
<br /> G. APPLICABLE WIND PRESSURE FOR OTt1ER ELEMENTS. TO Tt1E ENGINEER 50 Tt1AT THE PROPER REV(SIONS MAY BE MADE. MODiFICATION TO 0 o a � 3
<br /> COMPONENTS AND C�ADDING: NA � .
<br /> DETAILS OF CONSTRUCTION St1ALL NOT BE MADE WITf10UT PRIOR WRITTEN APPROVAL 3
<br /> I 3. W(RE STAPI�ES MAY BE SUBSTITUTED FOR DIAPIIRAGM AND - o W r� 3
<br /> S E S I M I C D E S I G N D A T A: OF TNE ENG�NEER. � N
<br /> S t 1 E A R W A L L N AILIN G WH EN A PPR OV ED B Y Tt1E STRUCTURAL ENGINEER.
<br /> . i . SE15MIG IMPORTANCE FACTOR: I .0 I 2. A R C H I T E C T U R A L A N D MECNANI CAL P LAN S A R E C O N S I D E RED A PA RT OF ThE � �
<br /> S E I S M f C U 5 E G R O U P: t I 4. EXTERI OR �TUD WALLS 5t1ALL BE 2X6 @ I 6" O.C.. UNLE55 NOTED STRUCTURAL DESiGN DRAWINGS AND ARE TO BE USED TO DEFINE DETAIL �
<br /> � 2. SPECTR.AL RE5PON5E ACCELERATION (Ss): I 29:4% OTt1ERWISE. INTERIOR STUD BEARING WALLS SI-1ALL BE CONSTRUCTED U z
<br /> 3. 51TE CLASS: D (ASSUMED) U51NG 2X4 @ f 6" O.C. AT UPPER TWO �LpORS AND EITHER 2X6 @ I 6" CONFI6URATIONS INCLUDING; BUT NOT LIM(TED TO RELATIVE LOCATION OF MEMBERS, �
<br /> ELEV�ATIONS, DIMENSIONS AND LOCATIONS OF ALL OPENINGS, ETC �
<br /> 4. SPECTRAL RESPONSE COEFFICIENTS (Sos):86.6% O.C. OR 3X4 (c� I F" O.C. BELOW TOP TWO FLOORS. STUD � �
<br /> 5. SEISMIC DE51GN CATEGORY: D NONBEARING WALLS SNALL BE CONSTRUCTED USING 2X4 @ 24" O.C..
<br /> 6. BA51C �E15MIGFORCE-RE515TING 5Y5TEM: St1EARWALLS UNLESS NOTED OTt1ERWISE. 5EE NOTE I FOR LUMBER GRAD�S OF �
<br /> 7. SElSMIC RESPONSE COEFFICIENT (Cs): .093 STUDS AND PLATES.
<br /> 8. RESPONSE MODIFICATION FACTOR (R): 6.5
<br /> 9. ANALYSIS PROCEDURE USED: EQU(VALENT LATERAL FORCE PROCEDURE I 5. FRAMING ANChORS FOR JOISTS, PURLINS AND POSTS St-1ALL BE A F
<br /> SIMPSON, OR APPROVED EQUAL: APPROVAL MUST BE OBTAINED IN W
<br /> �RAMING LUMBER WRITING PRIOR TO INSTALLATION. FILL ALL FASTENER NOLES WITH � �
<br /> FASTENER TYPES (NAILS, BOLTS, ETC.), SIZES, AND QUANTITIES A5
<br /> SI'ECIFIED BY Tt1E MANUFACTURER. �. W � �
<br /> ! . FRAMIN6 LUMBER St1ALL BE DOUGLAS FIR/LARCN NO. I �OR POSTS, � N
<br /> B�AMS, AND t1�ADERS; NEM-F(R N0.2 FOR 2X AND 3X JOISTS, AND I 6. ALL 11EAD�;�S 5t1ALL BE 4X8 DF#2 UNLESS OThERWISE NOTED ON p K Q � �
<br /> 5 i UDS; AND t1EM-FIR N0.2 FOR ALL TOP AND BOTTOM PLAT�S (Cf�ADES Tt1E DRAWINGS Q �
<br /> AR� Tl'PIGAL UNLESS OTNERWISE NOTED ON PLANS). LUMBER TO BE � L� �
<br /> GRADE MARKED PEK WCLIB SPECIFICATIONS. I 7. OSB OF EQUAL OR GREATER Tt11CKNESS MAY BE 5UB5TITUTED B `� � Q
<br /> . FOR PLYWOOD USED f N St1EAR PANELS.
<br /> 2. STRUCTURAL SHEATi11NG SNALL BE APA RATED PLYWOOD, EXP05URE I W �
<br /> 5t1EATt11NG CONFORMING TO EIThER COMMERCIA�. STANDARDS DOC PS i GENERAL W �
<br /> OR PS 2. PROVIDE MINIMUM OF 3/8° EDGE DISTANCE ON ALL NAILS AND A � � �
<br /> I/8" EXPANSION JOINT BETWEEN ALL PAN�L EDGES. MINIMUM Sf1EATt11NG I . ALL MATERIALS AND WORKMANShIP S11ALL CONFORM TO Tt1E
<br /> REQUIREMENTS ARE AS FOLLOWS: CONTfZACT DRAWINGS. � W O �
<br /> C� U W
<br /> ROOF 5t1EATt11NG TO BE I 5/32" C-D INT-APA RATED PLYWOOD WITt1 2. DURING THE CONSTRUCTIDN PERIOD TI1E CONTRACTOR W �
<br /> EXTERIOR �t1ALL BE RF5PON51BLE FOR THE SAFETY OF Tt1E BUILDfNG. ThE � E � �- W
<br /> GLUE, P.I. 24/ I 6 (USE 5-PLY FOR PANE�IZED ROOFS). NAILING IS 8d CONTlZACTOR SIIALL PROVIDE ADEQUATE ShORING, BRACING H O �
<br /> AT 6 INCIIES AND GUYS IN ACCORDANCE WfTN ALL NATIONAL, STATE AND QQ W
<br /> ON CENTER AT PANEL EDGES AND I 2 INCHES ON CENTER AT �OCAL SAF�TY ORDINANCES. ANY DEVfATION MUST BE "� � "� . � � � � � � . � " ' �� �� ' � • �� �� � '���' �.` � ' �
<br /> .♦ • .. .: . % � ,y�a . • •
<br /> INTERMEDIATE � . � ' � � � � � � � • � . " " . • . �
<br /> APPROVED PRIOe TO ERECTION. ' ,� .= . ' .a � • �. � ..' .�• . .•' �'' � .� a • t.. ..;� . ;
<br /> • : �t. • . �e . , • �� " �.�.• .'
<br /> SUPPORTS UNLESS NOTEDOTHERWISE. � - .. =� . -� . . " � � � � � � • ' ' . • �.' ~.�� �
<br /> .� . . .�' . . � � � � '., �• . . . a . „ .
<br /> �.: .' _� � :• 'a. :, a • � .. •' . ' '•`� : � ':.•
<br /> ..,
<br /> �,d�. � • . �. :� ' � . .� . . ' ' � , ��:♦��• ' .�� . �a•. . .� '� •�i..ra,�'�...
<br /> 3. ALL ERECTION PROCEDURES St1ALL CONFORM TO OSt1A � �'�•"��' � � � ' ` '�" �'� '°' � • ' � �'' . '
<br /> SUB FLOORING TO BE 3l4" T�G C-D INT-APA RATED PLYWOOD WITt1 . .i : � � � . �� � : � • �: �: . .� ��.. ��•�..'y . •: .���� , � ,. :. ,. ..�... •.�� .` .. �'":� �'.
<br /> STANDARDS. ANY DEV(ATION MUST BE APPROVED BY OSt1A � " ' ' ' '�� ' ' '�'� � �� °` � - ' ` '�: � i • � � :° '•
<br /> , .• . �.�.� . •. : . '�.��' ,�� rJ
<br /> EXTERtOR � • a .. . . � . � • . �. � . � :4. .: ��. �. .•. , .�.• •' . •�, .. ��s� ��a� �C•�'
<br /> PRIOR TO ERECTION. , � ,�.� 'R,�� ,R �
<br /> GLUE, P.I. 48/24. GLUE AND NAIL WITt1 ► Od AT 6 INCt1Es ON CENTER Q DOUBLE TOP PLATE W/ EDGE NAILING � HOLDOWN PER SCHEDULE � �' ��'' `� �
<br /> 4. Tt1E CONTRACTOR St1ALL BE SOLELY RESPONSlBLE FOR ALL O �' �w;- ���
<br /> AT PANEL � ��,�=��
<br /> STAGGER r���b;�=�
<br /> EDGES AND I 2 INChES ON CENTER AT (NTERMEDIATE SUPPORTS. COI�STRUCTION PROCEDURES INCLUDiNG LAGGING> S110RING � AND PLAN HDQ8-SDS3 r� �� ,;.e�.�
<br /> � �.t:��;�
<br /> , AND PROTECTION OF ADJACENT PROPERTY, STRUCTUf�ES, QB SHEARWALL EDGE NAILING AT ALL PANEL SHOWN) �';�'�c �,�;�,3���== �, ,
<br /> f�.<�,� ,,.�*•a�r�-�,�
<br /> 3. NAfLING St1ALL CONFORM TO TABLE 2304.9. I OF TNE INTERNATIONAL STREETS AND UT(UT1E5 iN ACCORDANCE W(Tf1 ALL NATIONAL, EDGES. BLOCKING AT ALL PANEL EDGES H � -�'`�'
<br /> STATE AND LOCAL SAFETY ORDINANCES. � COORDINATE ALL STUD ��,:��:;;;.,.-�•--.,,,.,-�-
<br /> BUI�DING CODE UNLESS NOTED OThERW15E. WHERE APPLICABLE. AND PLATE SIZES w/ �` =� +''��'
<br /> OO EDGE NAILING TO HOLDOWN POST FULL '�� 'f`'" ' �
<br /> 5. T11E GONTRACTOR ShALL BE RESPONSIBLE FOR { SHEARWALL SCHEDULE :;r::�-.�;.1� � r j �
<br /> 4. NO STRUCTURAL MEMBER 5t1ALL BE CUT OR NOTCt1ED UNLESS COORDINATING Tt1E WORK OF ALL TRADES AND SHALL Ct1ECK HEIGHT� STAGGER INTO DOUBLE STUDS REQUIREMENTS y ;_:,.,t^..,;� ,., , .,R..,
<br /> SPECIFICALLY DETAILED OR APPROVED IN WRITING BY Tt1E STRUCTURAL ALL DIMENSIONS. ALL DISCREPANCIES 5t1ALL BE CALLED TO Tt1E OO STUDS � 16" ON CENTER JQ EDGE NAILING TO POSTS, Drawn y. CHRIS
<br /> TRIM STUDS, AND KING �hecked By: CHRIS
<br /> � �N6INEER. ATTENTION pF Tt1E ENGINEER AND BE RE50LVED BEFORE (�E P�RESSURE TREATED SILL PLATE WITH Date: 08--18-17
<br /> PROCEED(NG WITh Tt1E WORK. EDGE NAILING AND ANCHOR BOLTS PER STUDS
<br /> 5. USE DOUBLE JOISTS UNDER WALLS OR PARTITIONS PARALLEL T� JOISTS � SHEARWALL SCHEDULE. K� BEARING STUD FOR SDA JOB NO.
<br /> PART T ONS ERPENDICUOLAR TO JOIST/5�� USE SOLID BLOCKiNG UNDER OO TOP PLATE SPLICE NAILING TO BE (8) 16d HEADER � � 815 2
<br /> SINKERS (MIN). L.AP 48" MINIMUM. C��� ��- ��'�����
<br /> 6. MAXIMUM MOiSTURE CONTENT SNALL NOT EXCEED I 6% FOR ALL CENTER SPLICE ON STUD. ��������� ��� ����''� STRUCTURAL
<br /> STRUCTURALMEMBERS. STD . SHEARWA�L E�EVATION W 0 R { M NOTES
<br /> � s - � . o
<br /> SCALE: Y2"=1'-0"
<br />
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