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<br /> - EI LDI NG CODE : �� �� �� ��
<br /> 7. PROVIDE 3 x3 x0.229 WASHERS AT ALL ANCHOR �OLTS. 8. ALL DETAILS DESIGNATED AS STANDARD OR TYPICAL ShALL OCCU�. IN ADDITION TO ANY
<br /> � 5 INTEf�NATIONAL BUILDING CODE OTNER SPECIFIC DETAIL CALLED OUT.
<br /> y 8. BOLT hOLES ShALL BE NOMINAL DIAMETER OF BOLT PLUS I / I 6" UNLESS
<br /> �OI� LC�AD : OTNEI�WISE NOTED. LAG BOLT PILOT NOLES SNALL BE PRE-DRILLED TO 60°10 9. COORDINATE WITN MECNANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR SIZE AND � .�
<br /> , � AD LOAD: I 2 p5f OF TNE NOMINAL DIAMETEI� OF TNE LAG BOLT UNLESS OTNE(�WISE NOTED. LOCATION O� ALL OPENINGS REQUIRED FOR DUCTS, PIPES, F'IPE SLEEVES, ELECTRICAL G I N � � �
<br /> CONDUITS AND OTNER ITEMS TO BE EMBEDDED IN CONCRETE OR OThERWISE f� �
<br /> 'E LOAD: 40 psf 9. ALL SILL PLATES SNALL BE BOLTED TO TNE �OUNDATION WITh 5/8" MINIMUM INCORPORATED IN STRUCTURAL WORK. �� � � �
<br /> DIAMETER BOLTS SPACED AT 48" O.C. MAX(MUM SPACING (EMBED 7"
<br /> �O� LOAD : MINIMUM INTO CONCRETE OR MASONI�Y). SEE PLANS AND DETAILS FOf� I O. PROVIDE OPENINGS AND SUPPORTS, AS REQUIf�ED PER STANDARD DETAILS FOR (�
<br /> oAD LOAD: I 5 psf SPECI�IC REQUIREMENTS WhERE OCCUR. hEATERS, MECNANICAL EQUIPMENT, VENTS, DUCTS, PIPING, ETC. ALL SUSPENDED Q.� �
<br /> _AT ROO� SNOW LOAD: 25 psf MECNANICAL EQUIPMENT SNALL BE SWAY OR LATERALLY BRACED. -+-� � ���
<br /> �NOW EXPOSURE �ACTOR (Ce): I .0 I 0. ALL �RAMING LUMBER IN CONTACT WITh MASONI�Y OR CONCRETE SI-1ALL � o i
<br /> �NOW LOAD (MPORTANCE �ACTOR (Is): I .0 BE PRESSURE TREATED. (SEE NOTE I FOR MINIMUM GR��DE INFORMATION) I I . ALL INFORMATION Sf-10WN ON TNE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS ` U �
<br /> . �NERMAL �ACTOI� (Ct): I .0 GIVEN AS ThE BEST PRESENT KNOWLEDGE BUT WITNOUT GU��RANTEE OF ACCURACY. WNERE 0 N .
<br /> I I . FIELD-CUT ENDS, NOTCNES, AND DRILLED NOLES OF PRESSURE ACTUAL CONDITIONS CON�LICT WITN TNE DRAWINGS, TNEY SNALL BE REPORTED TO TNE � �
<br /> WIND DESIGN DATA: PRESERVATIVELY TREATED WOOD SNALL BE RETREATED IN TNE FIELD IN ENGINEER SO TNAT TNE PROPER REVISIONS MAY BE MADE. MOUI�ICATION TO DETAILS O� � � .
<br /> ACCORDANCE WITh AWPA M4. IRC 320.3. I CONSTRUCTION ShALL NOT BE MADE WIThOUT PRIOR WRITTf=N APPROVAL O� TNE ENGINEER. Q `
<br /> I . BASIC WIND SPEED: 85 MPN �
<br /> �
<br /> 2 . WIND IMPORTANCE �ACTOR (Iw): I .0 Q � Q o
<br /> I 2 . 2 X 4 R A F T E f�S E X C E P T W N E R E S P E C I F I C A L L Y D E T A I L E D S N A L L N O T S U P P O R T I 2 . A R C N I T E C T U R A L A N D M E C h A N I C A L P L A N S A R E C O N S I D E�,E D A P A R T O F T h E S T R U C T U R A L o o � �,
<br /> BUILDING CATEGOI�Y: II SUSPENDED CEILINGS, SPRINKLERS, DROP 50�FITS, OR ANY OTI-1ER ELEMENTS.DESIGN DRAWINGS AND ARE TO BE USED TO DE�INE DETAIL CON�IGU�ATIONS INCLUDING; � � °� �
<br /> 3 . WIND EXPOSURE: B BUT NOT LIMITED TO RELATIVE LOCATION O� MEMBERS, ELEVATIONS, DIMENSIONS AND � � Q �
<br /> 4 . Kzt= I .38 I 3 . WIRE STAPLES MAY BE SUBSTITUTED FOR DIAPhRAGM AND ShEARWALL LOCATIONS OF ALL OPENINGS, ETC ° � U � >
<br /> - 5 . INTERNAL PRESSURE COEF�ICIENT: NA NAILING WhEN APPROVED BY ThE STRUCTURAL ENGINEER. � � -� � °
<br /> 6 . APPLICABLE WIND Pf�ESSURE �OR � � � N �
<br /> COMPONENTS AND CLADDING: NA I 4. EXTERIOI� STUD WALLS SNALL BE 2X6 @ I 6" O.C. . UNLESS NOTED SIMPSON ECCQ, U.N.O. 0 0 � o �
<br /> OTNERWISE. INTERIOf� STUD BEARING WALLS ShALL BE CONSTRUCTED r� W °j �
<br /> - SESIMIC DESIGN DATA: USING 2X4 @ 1 6" O.C. AT UPPERTWO FLOORS AND EITNER 2X6 @ 1 6" � � �
<br /> O.C. OR 3X4 @ I 6" O.C. BELOW TOP TWO FLOORS. STUD NONBEARING � N .
<br /> I . SE15MIC IMPORTANCE �ACTOR: I .0 WALLS SNALL BE CONSTRUCTED USING 2X4 @ 24" O.C. . UNLESS NOTED � �
<br /> SEISMIC USE �f�OUP. I OTHERWISE. SEE NOTE I FOR LUMBER GRADES O� STUDS AND PLATES. -+� � `
<br /> 2 . SPECTf�AL f�ESPONSE ACCELERATION (5s): I 22 . I �o � U ��
<br /> � 3 . SITE CLASS: D (ASSUMED) I 5 . �RAMING ANCNORS FOR J015T5, PURLINS AND PO�JTS SNALL BE BEAM PER PLAN � � � � �
<br /> 4 . SPECTRAL RESPONSE COE�FICIENTS (Sos) :82 . 2°Io SIMPSON , OR APPROVED EQUAL. APPROVAL MUST BE OBTAINED IN Wf�ITING � a._.
<br /> 5 . SEISMIC DESIGN CATEGORY. D Pf�IOR TO INSTALLATION . FILL ALL FASTENER NOLES WITN FASTENER TYPES POST PER P�AN .
<br /> 6 . BASIC SEISMIC-�ORCE-f�ESISTING SYSTEM : ShEA�WALLS (NAILS, BOLTS, ETC.), SIZES, AND QUANTITIES AS SPEC!FIED BY TNE �
<br /> 7 . SEISMIC f�ESPONSE COE��ICIENT (Cs): .096 MANUFACTURER. � F'OST/BEAM (ONE SIDE)
<br /> 8. f�ESPONSE MODIFICATION �ACTOR (R): 6 . 5
<br /> 9 . ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FO(�CE P�OCEDURE I 6. ALL NEADERS SNALL BE 4X8 DF#2 UNLESS OTt1ERWISE NOTED ON TNE
<br /> DRAWINGS o I o
<br /> Ff�AMiNG LUMBE� i �. OSB OF E�UAL OR GREATER ThICKNESs MAY BE SUBSTITUTED FOR ° � ° �
<br /> PLYWOOD USED IN ShEAR PANELS. �
<br /> I . F�MING LUMBEI� SNALL BE DOUGLAS Flf�/LARCh NO. I FOR POSTS, BEAMS, N
<br /> Al�1D �1EADEf�S; NEM-FIR N0.2 �OR 2X AND 3X JOISTS, AND STUDS� AN� � GENEf�AL SIMPSON CCQ, U.N.C3-' � BE:AM PER P�AN � �O
<br /> i�icM-FIR N0. 2 FOR ALL TOP AND BOTTOM PLATES (GRADES ARE TYPICAL . Q �
<br /> UNLESS OThERWISE NOTED ON PLANS). LUMBEf� TO BE G�ADE MARKED PER I . ALL MATERIALS AND WORKMANSNIP SNALL CONFORNI TO ThE PnST PER PLAN �
<br /> WCLIB SPECIFICATIONS. CONTRACT DRAWINGS.
<br /> POST BEAM TWO SIDES � �
<br /> 2 . STRUCTURAL SNEAThING ShALL BE APA RATED PLYWOC�D, EXPOSURE I 2 . DURING TNE CONSTRUCTION PERIOD TNE CONTI�ACT�R ShALL BE Q �
<br /> ShEAThING CON�ORMING TO EIThEf� COMMERCIAL STANDARDS DOC PS I I'OR RESPONSIBLE �OR TNE SAFETY O� ThE BUILDING. TNE �ONTf�ACTOR �
<br /> PS 2 . PROVIDE MINIMUM OF 3/8 EDGE DISTANCE ON ALL NAILS AND A I /8 ShALL PROVIDE ADEQUATE SNOf�ING, BRACING AND GUYS IN TYP � P 0 S T TO � E A M C O I �l I �l � �
<br /> EXPANSION JOINT BETWEEN ALL PANEL EDGES. MINIMUM ShEAThING ACCORDANCE WITN ALL NATIONAL, STA�-E AND LOCAL SAFETY 1 �--- .
<br /> REQUIREMENTS ARE AS FOLLOWS: ORDINANCES. ANY DEVIATION MUST BE APPROVED PRIOR TO � f--
<br /> ERECTION . � W .
<br /> ROOF SNEATNING TO BE I 5/32" C-D INT-APA RATED PLYWOOD WITN N
<br /> EXTERIOR 3 . ALL ERECTION PROCEDURES SNALL CONFORM TO OSNA I`� �
<br /> GLUE, P. I . 24/ I 6 (USE 5-PLY FOI� PANELIZED ROOFS). NAILING IS 8d AT 6 STANDARDS. ANY DEVIATION MUST BE APPROVED PY OSNA PRIOR W
<br /> INChES TO ERECTION . �
<br /> ON CENTER AT PANEL EDGES AND I 2 INChES ON CENTER AT W
<br /> INTERMEDIATE 4 . ThE CONTf�ACTOR ShALL BE SOLELY f�ESPONSIBLE FO� ALL
<br /> SUPPORTS UNLESS NOTEDOTNERWISE. CONSTRUCTION Pf�OCEDURES INCLUDING LAGGING, SNORING POST PER PLAN - INSTA�L �
<br /> SUB FLOORING TO BE 3/4" T�G C-D INT-APA RATED PLYWOOD WITh AND PROTECTION O� ADJACENT Pf�OF'ERTY, STRUCTUf�ES, PLUMB 6- INCHES ABOVE
<br /> STREETS AND UTILITIES IN ACCORDAf�JCE WITN ALL NATIONAL, BOTTOM OF HOLE PRIOR TO
<br /> EXTEI�IOR STATE AND LOCAL SAFETY ORDINANCES. CONCRETE PLACEMENT - -�
<br /> �.,
<br /> GLUE, P.I . 48/24. GLUE AND NAIL WITN I Od AT 6 INC;NES ON CENTER AT � - �;����� .
<br /> PANEL 5 . TNE CONTRACTOR SNALL BE �ESPONSIBLE �OR _ ��,���`�`�����"����;
<br /> EDGES AND I 2 INChES ON CENTER AT INTERMEDIATE SUPPORTS. COORDINATING TNE WORK OF ALL TRADES AND SNALL CNECK = _ _ _ � � � _ -= _ _ ° � � ��� r ���
<br /> �� � �;�� -� ��_���=��� . . . d ° � � � �= � ;� � �_� )=� � � , `� �¢ �,� 1� ` �` �` �r��
<br /> ALL DIMENSIONS. ALL DISCf�EPANCIES SNALL BE CAl_LED TO TNE " -I I �- � � � . � I i ' ' I=1 ' � � I- � � ��Q�' � �-w--�
<br /> 3 . NAILING ShALL CONFORM TO TABLE 2304.9 . I OF ThE INTERNATIONAL . . a . -- ��''���38y '��_
<br /> ATTENTION OF ThE ENGINEER AND BE RESOLVED BEFORE . . 4 �'�� �r� . ��'' � .
<br /> BUILDING CODE UNLESS NOTED OThERWISE. . .
<br /> PROCEEDING WITh ThE WORK. ` �.� . C.;ONCRETE � ��� ������
<br /> ����--,��
<br /> PER �� . . F�IL�ED HOLE ������� � � ���� .
<br /> 4. NO STRUCTURAL MEMBER SNALL BE CUT OR NOTCNED UNLESS SPECIFICALLY 6. SNOP DRAWINGS �OR PREFABRICATED TRUSSES AND PLAN � � � � � °.a PER P�AN
<br /> DETAILED OR APPROVED IN WRITING BY Tt1E STRUCTURAL ENGINEER. MANUFACTURED FLOOR JOISTS SNALL BE SUBMITTED TO TNE � -
<br /> ENGINEEI� �OR REVIEW PRIOR TO �ABRICATION . 6" ° � �a .a (,1 )#4 BAR EACH Drawn By: CI� RIS
<br /> 5 . USE DOUBLE JOISTS UNDER WALLS OR PARTITIONs PA�,ALLEL TO JOISTS .
<br /> UNLESS SPECIFICALLY NOTED OThERWISE. USE SOLID BLnCKING UNDER „ � �;�a � ���\ .� WAY THROUGH POST Checked By: CHRIS
<br /> 7. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS O� 6 ,� a Date: 09- 27- 17
<br /> PARTITIONS PERPENDICULAR TO JOISTS. � d � �
<br /> CONSTRUCTION . WNERE CONDITIONS ARE NOT SPECI�ICALLY
<br /> 6. MAXIMUM MOISTUI�E CONTENT S1�1ALL NOT EXCEED I 6°�0 �O� ALL INDICATED BUT AfZE O� SIMILAfZ C�IARACTER TO DETAILS SI�IOWN, PER SDA JOB NO.
<br /> STRUCTURAL MEMBERS. SIMILAR DETAILS OF CONSTRUCTION SNALL BE USED SUBJECT TO PLAN
<br /> REVIEW BY TNE ENGINEER -�-��s;-��,r-��j, :: ��;.ij,'t �:;�. 81 � 9 -
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