9923 1ST PL W 2008 Plans 2022-11-07

w^♦ ' , �i c� � , 4X6 PT POST h ' � w � � O 8'-0"OC � � � ', . 4X4 PT POST TYPICAL WALL � Q t� . SHEARWALL 0 6'-0" ASSEMBLY ^ ' PER PLAN Q � N .... � � � PER PLAN 2x4 CAP RAIL 2x4 SOLE PLATE (,� �L o � BASE PLATE O a� RIMTJOIST CONN PER 2x6 �� 5/4x6 CEDAR � a M CONN PER FLOOR SHTG SW SCHED 4" DECKING � ��' W a� 1 0 d (3 P E R B L O C K) 2 x P T L E D G E R W/ � � SW SCHED � . 2x2 �ICKEf MAX z CONN PER PLAN � W � N ``' • 5/"OC � CONN PER PLAN �C � � ao . ti RIM JOIST ��M M M �S � � ~, RIM W CONN � � � PER SW SCHED 2X4 BOT � � N �- RNLS L� � c� � HOLDOWN 5/4"x6" SPACED W '� � •� STRAP PER DECKING �Y. U aMo O PLAN, IF REQD EQL 6" MIN FOR -0 � �/2 MIN PRESSURE DBL 2x4 TOP PLATE • FLOOR JOIST 4x6 POST � TREATED JOIST PER PLAN FLOOR JOIST �' MIN FOR -0 � 1�/' MIN P� P� _ ' � SIMPSON H2.5 CLIP pER p� 4x4 POST 2 R0� TYPICAL WALL SECTION ■� ' AT EA JOIST 16d O 6"OC � SHEARWALL PER PLAN SHEARWALL 2x JOIST E.S. POST PER PLAN W/ (2) 5/e� M.B. SIMPSON HGR .. BEAM PER PER PLAN - PLAN �� M. c O� q 2 0 . � .� ,. Z RIM JOIST �EARING RIM JOIST CANTILEVER DECK RAILING DECK LEDGER ,1 SCALE: �4=1'-0" � SCALE: /4=1'-0' � SCALE: /4=1'-0" � SCAIF: /4=1'-0' `t c� � � �\ ��NAL � ��9`og E�i2E5 3-01- � BOUNDARY NAILS FRONT VIEW � P� P� FRONT VIEW HEADER PER PLAN SHEARWALL SCHEDULE: � (3) A35 CLIPS HEADER PER PLAN (3) 5/g� ANCHOR BOLTS 1�"MIN �Et4�t SHEATHING-APPLY TO SHEATHING EDGE NAILS (51 ��S��t�1 ROOF TO TOP PLATE. SILL PIATE ANCHORS w/ SH ING PER PLAN EVENLY SPACED W/ 2x STUDS O 1G'OC � �� BLOCKED FLOOR TO TOP PLATE. �y�3/�� W�ERS (S) (3) LTP4 CLIPS 6"MIN EMBED INTO U.N.O. BELOW �do not oenetrate oast flush) dc SILL PLATE !61 , ii� PORTAL CORE, DAPPED a $W-1 �/�g OSB 8d 05�OC (12"OC FlELD) 16d �17�OC A35 O 24"OC 5/g 0x10r AB's O 60'�OC a�. 1 "CLR INTO PLATE � � a „ 3x MIN P.T. HF PLATE � �, a � � d 2� CLR gyy-2 �/�g OSB 8d 04"OC (12"OC FlELD) t6d �8"OC A35 O 1�OC 5/g�x10r AB's O 48'OC � a 3x MIN P.T. HF PLATE � �� a � � SW-3 �/ " OSB NOTE�7 8d O�OC (12"OC FlELD) 16d �6"OC A35 O 12"OC 5/g�x10r AB's 0 20"OC U � MANUFACTURED TRU (3) #3 TIES � t�/2 O.C. 16 � � � . P� P� WITHIN 5 FROM TOP . (3) �3 T1ES A 1�/2 O.C. �� a � SW-4 �/�s OSB BOTH SIDES NOTE#7 8d 04"OC (12"OC FlELD) 16d �3"OC A35 O 8"OC 5�g�xl� AB's 0 12"OC � � � a WITHIN 5 FROM TOP �a � � � ' 8"x16" CONCRETE Y � , . a � .� � N � ;<;: . (2500psi MIN) PORTAL ` 8"x16" CONCRETE � : . +� (n � � A35 PER SW CENTERED ON FOOTING ° '� (2500psi MIN) PORTAL 4 , a � � SHEARWALL & HOLDOWN NOTES f U.N.O.� � � � � SCHEDULE 5 � EACH CORNE 't� �5 @ EACH CORNER TOP ° .�� > Q - T O P P L A T E � � SECTION �.� a �' 1. S I M P S O N O R E Q U A L. L O C A T E A T E N D O F S H E A R W A L L U.N.O. I N S T A LL P E R M A N U F A C T U R E R R E C O M M E N D A T I O N S �Q 16d PER SW SCHEDULE CONNECTION °O � . � FOR FOUNDATION MINIMUM END DISTANCE AND EMBEDMENT, DEEPEN FOUNDATION AS REQUIRED. � ._ � � BASE PLATE CONN �3 TIES O 6" O.C. , : . �5 O EACH CORNER 2. CONSTRUCT CRIPPLE WALL SAME AS SHEARWALI (SW) ABOVE� AND GABLE-END SAME AS SHEARWALL (SW) BELOW. „ �3 T1ES � 5' O.C. a , #3 TIES, ALTERNATE x R x F ATI N I P � � N +�-' 16d PER SW LAP 28" MIN a 3. REQUIRES 3 0 (2) 2 OUND 0 S LL LATE. SCHEDULE LAP 30"MIN H04K LOCATIONS ,� � � E PLATE 4" SLAB PER PLAN „ ° a � M 4. THREADED ROD AND COUPLER AS REQUIRED. U I 07 � 4 SLAB PER PLAN ,,1 � Q � N �. ° a�. �0 � : `� �� 5. COMMON NAILS, U.N.O.: 8d=0.131"x2�/2� 10d=0.148"x3"� 12d= 0.14g'x3�/4,16d=0.167'x3�/2. 16d SINKER=0.148'x3�/4 — � �5 DOWEL O EACH �5 DOWEL � EACH � � nP � W 2X AS RE ' CORNER W� � o CORNER W� Q a. � 4 MIN � �"M�( x �"�( 6. INSTALL H1'S ON ALL TRUSSES�RAFTERS, A35'S AT 24"OC ON GABLES & RIM JOIST �OR SOLJD BLK'G� TO TOP PLATE �� STANDARD HOOK STANDARD HOOK .-�,� NAILER STRIP, (SILL PLATE AT FDN) U.N.O.; WHEN SPECIFlED SPACING IS LESS THAN 24 OC, INSTALL A35 S AT ROOF SOLID BLK ING � � SHEAR WALL �2X�2 MAX� . . ° . a � ATTACHMENT PER TO SW TOP PLATE, AND INSTALL H1 OR H2.5 ON ALL TRUSSES/RAFTERS. LTP4, LTP5 OR LS50 CAN BE SUBSTITUTED Q , PER PLAN • ` • • • � CONCRETE (2500psi MIN) � . ° ° 1 g' CONTRACTOR FOR A35. CONN. PER SIMPSON STRONG-TIE OR EQUAL Z CONCRETE (2500psi MIN) � . , . . FOOT1NG W/ ° ° a ' � FOOTING W/ �a . 7. MINIMUM 3x OR DBL-2x STUD LAM'D W/ {2)-16d O 6"OC AT ABUTTING PANEL EDGES. � � (4) �5 CONTINUOUS � � �� a (4) #5 CONTINUOUS ° ' � ` d �d � c� , TOP & BOTTOM � TOP & BOTfOM � . a . . TOP SECTION 8. ANCHOR BOLTS SHALI. BE ENBEDDED AT LEAST 7" INTO CONCREfE; THERE SHALL BE A MINIMUM OF TWO BOLTS � PER PIECE WITH ONE BOLT LOCATED NOT MORE THAN 17' OR LESS THAN SEVEN BOLT DIAMEfERS FROM EACH END � � � � OF THE PIECE. 2x MIN PT, U.N.O. � . FRONT VIEW �'' 26' FRONT VIEW � � - RF INT. SW CONN. - PARALLEL GARAGE PORTAL-SIDE VIEW c GARAGE PORTAL-FRONT VIEW . SGALE: NTS SCALE: /4=1'-0" v SCALE: /4=1'-0" � ' Q GENERAL STRUCTURAL NOTES CODE: FLOOR DIAPHRAGY: W Cn ALL CONSTRUCTION SHALL CONFORM WITH THE INTERNATIONAL BUILDING CODE (IBC), 2006 EDRION, OR OTHER GOVERNING CODE� AS REQUIRED BY LOCAL JURISDICTION. INSTALL MINIMUM 23/32" T&G STURD-I-FLOOR (24oc) SHEATHING. GLUE AND NAIL ALL SUPPORTED EDGES AND BOUNDARIES WITH tOd AT 6'O.C., AND INTERIOR SUPPORTS � � DESIGN LOADS• WITH 10d AT 12"O.C. BLOCKING NOT REQUIRm. � � SEE ENGINEERING PACKET FOR DESIGN LOADS. WISCELLANEOUS: � � THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT JOB SITE. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT z W INSPECTIONS: CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED. DO NOT SCALE DRAWINGS. PRE-FABRICATED ffEMS TO BE HANDLED AND INSTALLED PER MANUFACURER'S RECOMMENDATIONS. NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY BUILDING DEPARTMENT FOR BUILDING QEPARTMENT FOR INSPECTIONS REQUIRED BY LOCAL JURISDICTION. � Q MIISCELLANEOUS: FOUNDATIONS: EXTEND FOOTING TO UNDISTURBED SOIL OF 2000 PSF BEARING CAPACITY. BOTTOM OF D(TERIOR FOOTINGS SHALL BE 1'-6" MINIMUM BELOW OUTSIDE FlNISHED GRADE. �IC WIND SPEED-85 MPH IMPORTANCE, Iw = 1.0 � � WINDOW D(POSURE,B METHOD 2 WIND DESIGN couP�c�rEn Flu: F � SHOULD CONSIST OF PREDOMINANTLY WELL-GRADED, GRANULAR SOIL, FREE OF ORGANIC MATERIAL AND DEBRIS. FILL SHOULD BE PLACED IN MAXIMUM 8" LOOSE LIFTS AND �ISCELLANEOUS: � `_' COMPACTED TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED BY ASTM D-1557 TEST PROCEDURES. HOLDOWN SCHEDULE: Z ' IMPORTANCE, le = 1.0 SS = 1.25 � Site Class, D S� = 0.40 a � I�NCRETE: FASTENERS TO � SEISMIC DESIGN CAT., D S� = 0.83 �ABK HOLDOW STRAP � 2) STIJDS MIN U.N.O. �� o f'c=2500 PSI MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCREfE AND A MAXIMUM OF 6.0 GALLONS OF WATER PER 94LB SACK � OF CEMENT. MAXIMUM SLUMP IS 4". SEGREGATION OF MATERIALS TO BE PREVENTED. SEISMIC FORCE RES. SYS., A.13. Sp� = 0.43 . REINFORCING STEEL• DESIGN BASE SHEAR = 7614 Ibs. CS = 0.13 T-1 MSTC52 �24) 16d SINKERS TO EACH N�A DATE�REVISIONS � SIMPLIFIED METHOD R = 6.5 CONNECTED ELEMENT 4 24 08 #5 BARS AND U�RGER EH AB BE GRADE 60 DffORMED BARS� AND �3 AND #4 BARS SHALL BE GRADE 40, IN ACCORDANCE WITH ASTM A-615. LAP SPLICES 32 BAR T-2 MSTC66 (34) 16d SINKERS TO EACH N/A / / DIAMETERS. WELDED WIR RIC SHALL CONFORM TO ASTM A 185 AND SHALL BE 6x6 W1.4xW1.4 LAP ONE FULL MESH AT SPLICES. CONNECTED ELEMENT TIY9ER FRAl11NG: T-3 STHD14/14RJ (38)(30) 16d N/A SHALL MEET THE FOLLOWING MINIMUM STANDARDS: T-3 HDQ8-SDS3 (20) SDS �/4x3 ?STB28 EMBEDMENT = 24" MIN. � BEAMS dt POSTS (4�AND GREATER) HF#2 (OR BETTER) '_' JOISTS/STUDS (Z�) HF � 2/STUD ' PARALLAMS (PSL) 2.OE y 2X _ TIMBER SHALL BE KILN DRIED. GRADES SHALL CONFORM TO "WWPA GRADING RULES FOR WESTERN LUMBER"� LATEST EDITION. ROOF TRUSSES SHAI1. BE DESIGNED IN CHKED BY: DRAWN BY: ACCORDANCE WITH THE T.P.I. AND THE IBC. ALL CONNECTIONS PER IBC TABLE 2304.9.1. ALL POSTS TO BE (2) 2x6 HF#2 U.N.O. ALL HEADERS TO BE 4x8 HF�2 U.N.O. amg TLT R40F DUPHRAG�1: R & A JOB #: � INSTALL MINIMUM /2" CDX PLYWOOD (32/16) OR �/�g OSB SHEATHING. NAIL ALL SUPPORTED EDGES AND BOUNDARIES WRH 8d AT 6"O.C., AND INTERIOR SUPPORTS WRH 08-228 8d AT 12'O.C. BLOCKING NOT REQUIRED. SHEET N0. ��#f�i° ��= E�;'i,�='.u`�L� . ��'1��I�U r C;F3 �::�►�r��