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<br /> BUILDlNG CODE: „ ,> „ 6. SNOP DRAWINGS FOR PREFAB�ICATED TRU55ES AND MANUFACTURED FLOOf� JOISTS
<br /> 7. PROVIDE 3 x3 x0.229 WASHERS AT ALL ANCHOR BOLTS. 5r-1ALL BE SUBMITTED TO Tt1E ENGINEER FOR REVIEW PRIOR TO FABRICATION.
<br /> 201 5 INTERNATIONAL BUILDING CODE
<br /> 8. BOLT t10LE5 St1ALL BE NOMINAL DIAMETER OF BOLT PLUS I/ I 6" 7. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. Wt1ERE � �
<br /> FLOOR LOAD: UNLESS OTNEf�WISE NOTED. LAG BOLT PILOT NOLES St1ALL BE CONDITIUNS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CNAf�ACTER TO
<br /> 4
<br /> G I N � ti
<br /> DEAD LOAD: I 2 psf PRE-DRILLED TO 60% OF Ti�-1E NOMINAL DIAMETEI� OF Tf-1E �AG BOLT DETAILS St10WN, 51MILAfZ DETAILS OF CONST(ZUCTION 511ALL BE USED SUBJECT TO -� ,::
<br /> LIVE LOAD: 40 p5f UNLESS OThERWISE NOTED. REVIEW BY TNE ENGINEER
<br /> ROOF LOAD: 9. ALL SILL ?LATES St1ALL BE BOLTED TO ThE FOUNDATION WITI-1 518" 8. ALL DETAILS DESIGNATED AS STANDARD OR TYPICAL 5t1ALL OCCUR IN ADDITION TO �
<br /> DEAD LOAD: 1 5 psf MIN(MUM DIAMETER BOLTS SPACED AT 48" O.C. MAXIMUM SPACING ANY OTNER SPECIFIC DETAIL CALLED OUT. Q� �
<br /> FLAT ROOF SNOW LOAD: 25 psf (EMBED 7" MINIMUM INTO CONCRET� OR MASONf�Y). SEE PLANS AND -+J �
<br /> SNOW EXPOSURE FACTOR (Ce): I .O DETAILS FOR SPECI�IC REQUII�EM�NTS Wt1ERE OCCUR. 9. COORDINATE WITN MECt1ANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR SIZE � o
<br /> SNOW LOAD IMPORTANCE FACTO� (15): I .0 AND LOCATION OF ALL OPENINGS REQUIRED FOR DUCTS, PIPES, PIPE SLEEVES, �U �
<br /> TNERMAL FACTOR (Ct): I .0 1 O. ALL FI�AMING LUMBEf� IN CONTACT WITt1 MASONRY O(Z CONCf�ETE ELECTRICAL CONDUITS, AND OTNER ITEMS TO BE EMBEDDED IN CONCRETE OR � c�
<br /> SNALL BE PR,E55URE TREATED. (SEE NOTE I FOR MINIMUM GRADE OTt1ERWISE INCORPOf�ATED IN STRUCTURAL WORK. � N
<br /> WiND DESIGN DATA: INFOf�MATION) (n �-
<br /> I O. PROVIDE OPENINGS AND SUPPORTS, AS REQUIRED PER STANDARD DETAILS FOR Q w �-
<br /> I . BA51C WIND SPEED: 85 MPN > o x �
<br /> I I . FIELD-CUT ENDS, NOTCNES, AND DRILLED NOLES OF Pf�ESSURE t1EATERS, MECt1ANICAL EQUIPMENT, VENTS, DUCTS, PIPING, ETC. ALL SUSPENDED Q cv Q o
<br /> 2. W I N D I M P O R T A N C E F A C T O R (I w): I .0 PRESERVATIVELY TREATED W�OD SNALL BE RETREATED IN Tt1E FIELD IN MEChANICAL EQUIPMENT St1ALL BE SWAY OR LATEfzALLY BRACED. � � � �'- �
<br /> BUILDiNG CATEGORY: ii "
<br /> 3. WIND EXP05URE: B ACCORDANCE WITH AWPA M4. (RC 320.3. i � Y Q �
<br /> I I . ALL INFOf�MATION SNOWN ON ThE D(ZAWINGS RELATIVE TO EXISTIN6 CONDITIONS .- v � �
<br /> 5. INTERNAL�RESSU(�E COEFFICIENT: NA I 2. 2X4 RAFTERS EXCEPT Wt1Ef�E SPECIFICALLY DETAILED SNALL NOT IS GIVEN AS TNE BEST PRESENT KNOWLEDGE BUT WITNOUT GUAfZANTEE OF ACCURACY. � � +;r� �
<br /> SUPPORT SUSPENDED CEILINGS, SPRINKLERS, DROP SOFFITS, OR ANY Wr-1ERE ACTUAL CONDITIONS CONFLICT WITI-1 TNE D(ZAWINGS, Tt1EY SNALL BE REPORTED � v N �'
<br /> 6. AFPLICABLE WIND PRESSUC�E FOR .
<br /> O T N E R E L E M E N T S. T O T t 1 E E N G I N E E� 5 0 T t 1 A T T t 1 E P f�O P E R f�E V i S i O N S M A Y BE MADE. MODIFICATION TO � o � � �
<br /> COMPONENTS AND CLADDING: NA 3
<br /> D�T A f L S O F C O N S T R U C T I O N S t 1 A L L N O T B E M A D E W I T N O U T P R I O R W R I T T E N A P P R O V A L � w � �
<br /> I 3. WIf�E STAPLES MAY BE SUBSTITUTED FOR DIAPNRAGM AND OF ThE ENGINEEf�. � M
<br /> SESIMIC DESIGN DATA: 5t1EARWALL NAILING WNEN AF'P�OVED BY TNE STRUCTURAL ENGINEER. � N
<br /> I . SEISMIC IMPORTANCE FACTOR: i .O I 2. Af�CNITECTUfZAL AND MECNANiCAL PLANS ARE CONSIDEf�ED A PART OF TNE � `r
<br /> SEISMIC USE GROUP: I I 4. EXTERIOR STUD WALLS St1ALL BE 2X6 @ I 6" O.C.. UNLESS NOTED ST(�UCTUf�AL DESIGN DRAWINGS AND ARE TO BE USED TO DEFINE DETAIL �
<br /> 2. SPECT(ZAL RESPONSE ACCELERATION (5 5): I 26.2°Io �-
<br /> OTf-1ERWISE. INTERIOR STUD BEARING U�/ALLS SNALL BE CONSTRUCTED U z
<br /> CONFIGU(ZATIONS INCLUD(NG; BUT NOT LIMITED TO f�ELATIVE LOCATION OF MEM�3ERS,
<br /> 3. SITE CLASS: D (ASSUMED) USIN6 2X4 @ I 6" O.C. AT UPPER TWO FLOOf�S AND EITt1ER 2X6 @ I 6" ELEVATIONS, DIMENSIONS AND LOCATIONS OF ALL OPENINGS, ETC � �
<br /> 4. SPECTRAL RESPONS� COEFFICIENTS (SD5):84. I % O.C. OR 3X4 @ I 6 O.C. BELOW TOP TWO FLOORS. STUD
<br /> �
<br /> 5. 5Ei5MIC DESIGN CATEGORY: D NONBEA�ING WALLS St1ALL BE CONSTRUCTED USING 2X4 @ 24" O.C.. �
<br /> 6. BASIC SEISMIC-FORCE-RESISTING SYSTEM: SNEARWALLS UNLESS NOTED OThERWISE. SEE NOTE I FOR LUMBEf� GRADES OF q F
<br /> 7. SEISMIC RESPONSE COEFFICIENT (Cs): .09 I STUDS AND PLATES.
<br /> � 8. RESPONSE MODIFICATION FACTOR (R): 6.5
<br /> 9. ANALYSIS PROCEDURE USED: EQUIVALENT LATEIZAL FORCE PROCEDURE I 5. FRAMING ANCt10f�5 FOR JOISTS, PURLWS AND POSTS Sf-1ALL BE
<br /> SIMPSON, OR APPROVED EQUAL. APPROVAL MUST BE OBTAINED IN
<br /> WRITING Pf�IOR TO INSTALLATION. FILL ALL FASTENER NOLES WITN C d-
<br /> Ff�MING LUMBER FASTENER TYPES (NAILS, BOLTS, ETC.), SIZES, AND QUANTITIES AS p K Z 0 O
<br /> SPECIFIED BY TI-1E MANUFACTURER. O � N
<br /> I . FI�AMING LUMBER SNALL BE DOUGLAS FIf�/LAf�CN NO. I FOR P05TS,
<br /> BEAMS, AND t1EADERS; t1EM-Fif� N0.2 FOR 2X AND 3X J015T5, AND I 6. ALL hEADERS SNALL BE 4X8 DF#2 UNLESS OThERWISE NOTED ON B � � �
<br /> STUDS; AND NEM-FI� N0.2 FOR ALL TOP AND BOTTOM PLATES (Gf�ADES TNE DRAWINGS U � �
<br /> ARE TYPICAL UNLESS OTNERWISE NOTED ON PLANS). LUMBEI� TO BE �
<br /> GRADE MARKED PER WCLIB SPECI�ICATIONS. I 7. OSB OF EQUAL OR GI�EATER THICKNE55 MAY BE SUBSTITUTED � � Q
<br /> �O(Z PLYWOOD USED IN St1EAR PAN�LS. � � �
<br /> 2. STRUCTURAL SHEATNING SNALL BE APA RATED PLYWOOD, EXPOSU(�E I Q
<br /> SNEATNING CONFORMING TO EITt1ER COMMEf�CIAL STANDARDS DOC PS I GENEIZAL � C� „
<br /> OR PS 2. PROVIDE MINIMUM OF 3/8" EDGE DISTANCE ON ALL NAILS AND A � �
<br /> I/8° EXPANSION JOINT BETWEEN ALL PANEL EDGES. MINIMUM St1EATNING I . ALL MATERIALS AND WOf�KMANSNIP SNALL CONFOf�M TO TNE � � E-
<br /> REQUIREMENTS ARE AS FOLLOWS: CONTRACT DRAWINGS. G
<br /> U W
<br /> R�OF ShEATNING TO BE I 5/32" GD INT-APA RATED PLYWOOD WITN 2. DURING TNE CONSTf�UCTION PEI�IOD TNE CONTRACTO� H L � �
<br /> EXTEf�IOf� St1ALL BE RESPONSIBLE FOR TNE SAFETY OF TI1E BUfLDING. Tf--1E N � W
<br /> GLUE, P.I. 24/ I G (USE 5-PLY FOR PANELIZED ROOFS). NAILiNG IS 8d CONTfZACTOR SNALL PROVIDE ADEQUATE SNORING, BRACING E � � >
<br /> AT 6 iNCf1E5 AND GUYS IN ACCORDANCE WITN ALL NATIONAL STATE AND W
<br /> ON C�NT�R AT PANEL EDGES AND I 2 INCt1ES ON CENTER AT � :� ";` •.'.' �_�,��. .'• �: � ;. ' � • . .•,. �.a � � �: �; �'.�;•� . �' �'` . �"'•��• '` � %. .:
<br /> LOCAL SAFETY ORD(NANCES. ANY DEVIATION MUST BE ., . .•��., „ �� ,. : .. .,. . a �,j;� , . ...: . . .. ,
<br /> INTERMEDIATE APPROVED Pf�IOR TO ERECTION. �.' � ��4 � ' ° ' ��� � � ' �• ' • + .�`'� ` �"� ' ' '
<br /> � . � ,•• a.: � .�. � � .. . :�, a��,�.'
<br /> SUPPORTS UNLE55 NOTEDOTNERWISE. •. �. �`. ��� :• . '" .' �.. :' .°'� ' '" � � •" . - . . ' � .• '•� .�: . ': y� .
<br /> .. ; 'a . ,� ••`� .•..
<br /> ' • �.d�• i ! . �•. :� ' . .� , • . . '.'• �� . . !a:�''. ' .��. ' • 4•. • .i • � : ...
<br /> 3. ALL E�ECTION PROCEDUI�ES SNALL CON�ORM TO OShA . . � . "���°.`� �. '� � ' � '�� ��� � � � . � ��°" . � �'� �
<br /> SUB FLOOf'�ING TO BE 3/4" T�G GD INT-APA RATED PLYWOOD WITr1 '., . • � . �.' : �` '� ' ' "'' ' '.'��� � '% �- • ' �� '� '•�`, .a .. •+•:' •'
<br /> . STANDARDS. ANY DEVIATION MUST BE APPROVED BY OShA , . ' ' ` • '.'� �•�.``.�• � .. .°'� • .<.. .. '� ��'� � ": � '. � •• . ..�: 4.. �
<br /> a � �. . '• •
<br /> EXTERI OR Pf�l OR TO ERECTION.
<br /> GLUE, P.I. 48/24. GLUE AND NAIL WITt1 I Od AT 6 INCt1E5 ON CENTE� 4. TNE CONTRACTOf� St1ALL BE SOLELY f�ESPONSiBLE FOf� ALL
<br /> AT PANEL CONSTRUCT(ON Pf�OCEDUf�ES INCLUDING LAGGING, Sr-101�ING OO DOUBLE TOP PLATE W/ EDGE NAILING GQ HOLDOWN PER SCHEDULE AND
<br /> EDGES AND I 2 INCt1E5 ON C;ENTER AT INTEI�MEDIATE SUPPORTS. AND P�OTECTION OF ADJACENT PROPE(�T`(, STRUCTURES, (STAGGER� PLAN (HDQ8-SDS3 SHOWN)
<br /> 3. NAILING SNALL CQNFORM TO TABLE 2304.9. I OF TNE INTERNATIONAL STREETS AND UTiLIT(ES IN ACCOf�DANCE WITN ALL NATIONAL, �g �HEARWALL EDGE NAILING AT ALL PANEL � COORDINATE ALL STUD AND
<br /> BUILDING CODE UNLESS NOTED OTNERWISE. STATE RND LOCAL SAFETY ORDINRNCES. EDGES. BLOCKING AT ALL PANEL EDGES PLATE SIZES w/ SHEARWALL
<br /> 5. Tf1E CONTRACTOR St1ALL BE RESPONSIBLE FOR WHERE APPLICABLE. SCHEDULE REQUIREMENTS
<br /> 4. NO STRUCTURAL MEMBER St1ALL BE CUT OR NOTCNED UNLESS COORDINATING Tt1E WORK OF ALL TRADES AND SHALL CNECK � EDGE NAILING TO HOLDOWN POST (FULL Drawn B CHRIS
<br /> SPEGIFICALLY DETAILED OR APPROVED IN WRITiNG BY TNE STRUCTUI�AL ALL DIMENSIONS. ALL DISCREPANCIES S{1ALL BE CALLED TO Tt-1E HEIGHT) STAGGER INTO DOUBLE STUDS OO EDGE NAILING TO POSTS, TRIM Checked B CHRIS
<br /> - ENGINEER. ATTENTION OF TNE ENGINEER AND BE RESOLV�D BEFORE OO STUDS @ 16" ON CENTER STUDS, AND KING STUDS Date: 03 15-17
<br /> PROCEEDING WITN Tr-1E WORK. OE PRESSURE TREATED SILL PLATE WITH �K BEARING STUD FOR HEADER
<br /> 5. USE DOUBLE JOISTS UNDER WALLS OR PARTITIONS PA(�ALLEL TO JOISTS EDGE NAILING AND ANCHOR BOLTS PER SDA JOB N0.
<br /> UNLESS SPECIFICALLY NOTED OTt1ERWISE. USE SOLID BLOCKING UNDE(� TOPAP ATE SPLICE� NAILING TO BE 8) 16d � THICKNESS�B ALL2�� MIN 7 g g g
<br /> PARTITIONS PEf�PENDICULAf� TO J015T5. �F C
<br /> , SINKERS (MIN). LAP 48" MINIMUM. CENTER SHEARWALLS
<br /> 6. MAXIMUM MOISTURE CONTENT SN�LL NOT EXCEED ! 6°Io FOR A�� SPLICE ON STUD. STRUCTURAL
<br /> STRUCTURAL MEMBERS. N OTES
<br /> STD . SH EAR WA�� E�EVATI ON W/ R I M
<br /> 1 >, , „ S 1 � �
<br /> SCALE: Y2 =1 -0
<br />
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