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<br /> Upstate Engineering Services
<br /> PO Box 952 ��nnwood, Wa 980�6
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<br /> (206) 280-9�715 UpstateEngineerCgmail,com �
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<br /> General Structural Notes - Unless Noted Otherwise o �
<br /> GENERAL ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE � � _-�_�- :
<br /> (IBC), 2815 EDITION, OR OTHER GOVERNING CODE, AS REQUIRED �' ° �
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<br /> BY LOCAL JURISDICTIO�I, � Q N �
<br /> DESIGN LOADS SEE ENGINEERING PACKET FOR DESIGN LOADS, � � � �
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<br /> SHEARWALL & H�LDOWN NOTES (U,N,O,) Upstate Engineering Serv�ce� � �� � -�
<br /> I N S P E C T I O N S : S P E C I A L I N S F'E C T I O N R E Q U I R E D F O R S H E A R I N S P E C T I O N @ S W-3 P A N E L S. � T �, �
<br /> FOR INSPECTIONS R Q I D BY LO AL JURSDC 10 , PO Box 952 L�nnwood, Wa 98046 Date, 8/ 1/2018 S � � �° �-
<br /> FOUNDATIONS EXTEND FOOTING TO UNdiSTURBED SOIL OF �5� PSF BEARING CAPACITY. (206) 28�-4715 UpstateEng�neerL�gma�l,com Job # 0956 .
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<br /> BOTTOM OF EXTERIOR FOOTING SHALL BE �'-6" MINIMUM � �
<br /> BELOW OUTSIDE FINISHED GRADE, ( 1) Simpson or equal, Locate at end of shearwall u,n,o, Install (6) Install H 1's on all trusses/raf ters, A35's at 2�" o,c, gables & N
<br /> er manuf acturer recommendations f or f oundation min end rim �o�st (or solid blk ) to to late (sill lated at f nd) UNO; When �
<br /> COMPACTED FILL SHOULD CONSIST OF PREDOMINATELY WELL-GRADED, GRANULAR SOIL, FREE p g p p „ p , m
<br /> OF ORGANIC MATERIAL AND DE�RIS. FILL SHOULD �E distance and embedment, deepen f oundat�on as requ�red, specif ied spacing is less than 2� o,c,, install A35 S at roof . sol�d -
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<br /> (2) Construct cri le wall same as shearwall (SW) above, and blk'�ng to SW top plate, and install H 1 or H2,5 on all trusses/ �
<br /> PLACED IN MAXIMUM 8" LOOSE LIFTS AND COMPACTED TO A MINIMUM OF 95 PERCENT OF THE p p r a f t e r s, I�T P 4, I�T P 5, o r L S 5 0 c a n b e s u b s t i t u t e d f o r A 3 5, C o n n, �-
<br /> MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED gabel-end same as shearwall (SW) beloW, per S�mpson Strong-Tie or equal, � �,
<br /> BY ASTM D-�557 TEST PROCEDURES. (3) Requres 3x or (2)2x f oundati�n sill plate (�) Min 3x or dbl=2x stud lam'd w/ (2)- 16d L� 6" o,c, at REVISIONS �
<br /> CONCRETE fc = 25� PS1 MINIMUM 5-��2 SACKS OFCEMENTPERCUBIC YARD OF (4) Threaded rod and coupler as required, abutting panel edges, �
<br /> CONCRETEANDAMAXIMUMOF6.� GALLONSOFWATERPER94 L� (5) Common nails, UNO, 8d,0, 131"x2 1/2", 10d=0, 148x3", (8) Anchor bolts shall be �mbedded at least 7" �nto concrete;
<br /> SACK OF CEMENT, MAXIMUM SLUMP IS 4", SEGREGATION OF MATERIALS TO BE PREVENTED, 12 d=0, 14 8"x 3 1/4", 16 d=0, 16 2"x 3 1/2��, 16 d S i n k e r s=0, 14 8"x 3 1/4"
<br /> there shall be a m�n of 2 bolts per piece with one bolt �
<br /> located not more than 12" or less than seven bolt diameters f ram �'
<br /> REINFORCING STEEL #5 BARS AND LARGER SHALL BE GRADE 6� DEFORMED BARS, AND #3 e a c h e n d o f t h e p 1 e c e, 2 x m 1 n P T, U N 0� �
<br /> AND #4 BARS SHALL BE GRADE 4�, IN ACCORDANCE WITH A
<br /> STM A-6�5, LAP SPLICES 32 BAR DIAMETERS. WELDED WIRE FABRIC SHALL CONFORM TO � �
<br /> ASTM A-�85 AND SHALL BE 6X6 W1.4 X W�.4, LAP ONE FULL MESH AT SPLICES F�OLDOWN SCwEDUL� SIMPS�N U,N,O, � � ��
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<br /> TIMBER FRAMING SHALL MEET THE FOLLOWING MINIMUM STANDARDS: Mark '� � �
<br /> BEAMS AND �OSTS (4x_ AND GREATER); DF-L#2 Vert�cal Hold down / Fasteners to Foundation � \
<br /> JOISTS / STUDS (2x_); HF#2 � STUD Nor�z, S trap �( 1) (2)-Stu ds Min U N O Anc horage �( 1)(�) Commen ts � , �
<br /> GLUE LAM INATED �EAMS (GLB) 24F-V4 (24F-V8 @ CANTILEVERS) T- 1 S T H D 14/ 14 R J (3 8)/(3 0) - 16 d N/A � � �
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<br /> 2x_ TIMBER SHALL �E KILN DRIED. GRADES SHALL CONFORM TO ?WWPA GRADING RULES FOR � II �
<br /> WESTERN LUMBER?, LATEST EDITION, ROOF TRUSSES SHALL � � �, •
<br /> BE DESIGNED IN ACCORDANCE WITH THE T,P,I, AND THE I�C, ALL CONNECTIONS PER � �' �
<br /> IBC TABLE 23�4,9,�,
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<br /> SHEARWALL �CHEDULE �
<br /> ROOF DIAPHRAGM INSTALL MINIMUM �/2" CDX PLYWOOD (32/�6) OI� 7/16" OSB SHEATHING, �
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<br /> NAIL ALL SUPpORTED EDGES AND BOUNDARIES WITH 8d Sheathing-Appl�ed to Sheathing Edge Nails #5 Roof to Top Pl�te S�ll Pla�e Anchors w/ N
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<br /> AT 6 O.C, AND INTERIOR SUPPORTS WITH 8d AT 12 C�,C.; BLOCKING NOT REQUIRED, Mark 2x H studs C 16 o,c� All Edges Blocked Base Plate Floor to Top Plate 3 x 3 x 1/4 washers �
<br /> FLOOR DIAPHRAGM INSTALL MINIMUM 23�32 T&G STURD-I-FLOOR (24oc) SHEATHING, �E(2) U�N,O, Below (do not penetrate past f lush) Nailing #5 & S�ll Plate �(6) �ee no�e �(8)
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<br /> GLUE AND NAIL ALL SUPPORTED EDGES AND BOUNDARIES WITH SW- 1 7/ 16" OSB 8d C� 6" O�C, � 12�� O,C, f ld,) 16d � 12'� C��C� H 1 C 24" O,C, 5/�° d�e X 10�� AB�S � 60° O,C, �
<br /> 1�d AT 6" O,C,; AND INTERIOR SUPPORTS WITH 1�d AT 12" O,C,, BLOCKING NOT REQUIRED. „ �
<br /> or A35 L� 24 o,c, �
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<br /> MISCELLANEOUS THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT JOB SITE, SW-2 7/ 16�� OSB �d C� 4" o,c, ( 12° o�c, f ld�) 16d C� ��� o,c, A35 C� 16° o,c, 5/8�� dia x 10�� A��� C� `�8�� o,c, � �
<br /> THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING U
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<br /> SW-3 7/ 16" OSB �(7) 8d L� 2" o�c, �taggered 16d � �" o,c, A35 L� 12" o�c, 5/8" dia x 10" AB's L� 16" o,c, � �
<br /> AS REQUIRED UNTIL ALL �ERMANENT CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED. ( 12" O�C, f ld,) � � •
<br /> DO NOT SCALE DRAWINGS. PRE-FABRICATED ITEMS TO � �' � ,
<br /> BE HANDLED AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. : SPECIAL INSPECTION REQUIRED FOR SHEAR INSPECTION @ SW-3 PAN�LS. � � � •
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<br /> WI�lD DESIGN CRITERIA ; _ � �j -J
<br /> NOMINAL WIND SPEED - 85 MPH RISH CATEGORY II ����' �� ������� � �
<br /> ULTIMATE WIND SPEED - �1� MPH IMPORTANCE, 1=1,� �������� ��� ����'� �-- � �
<br /> W INDOW EXPOSURE, B Kzt = 1.� [ �
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<br /> SEISIMIC DESIGN CRITERIA, �'� , Av �,�,,. �� r ' ~��°" � E°- ' ,
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<br /> EQUIVALENT LATERAL FORCE PROCEDURE �' `����-' UPSTATE ENGINEERING � � ,
<br /> �,;� ���Y' ��i� ' \1� 9"? �. PO BOX 952 a� � (�
<br /> IMPORTANCE, le = 1,� SS = �1.386 �''��rr�i� :�� _ r 5.j�,_� r; LYNNwooD,wa�go46 "
<br /> Site Class, D S1 = �,529 ao6-Zgo-a�is
<br /> STRUCTURAL REVIEW
<br /> THIS DRAWING HAS BEEN
<br /> SEISMIC DESIGN CAT�� D SDS = ��9�Z REVIEWED FOR STRUCTURAL
<br /> SEI�7� FORCE RES� SYS� A�15� SD I = ��SV A T A�CHIED L�ETTER/CA CULATIONS
<br /> DESIGN BASE SHEAR = �1�46 Ibs CS = ���I3 PROVIDED BY THIS OFFICE. �
<br /> REVIEWED BY: am�
<br /> RISK CATEGORY II R = 6,5
<br /> DATE: 1i19-i19 JOB# 0956 �
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