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<br /> 4X6 PT POST (/�� � � �
<br /> O 8'-0'OC
<br /> 4X4 PT POST TYPICAL WALL � Q ti r
<br /> P�N� O 6'-0" A S S E M B L Y N ,
<br /> � � �
<br /> ••. � � d: .
<br /> PER�PL�AN� 2x4 CAP RAIL 2x4 SOLE PLATE V •� o � '
<br /> BASE PLATE O a�
<br /> R MTJOIST CONN PER 2X6 RAILS 5/4x6 CEDAR � � �
<br /> CONN PER FLOOR SHTG SW SCHED 4" DECKING � �'W rn '
<br /> 10d (3 PER BLOCK) / � h,.
<br /> 2x PT LEDGER W
<br /> SW SCHED a r 2 x 2 I C K E f M A X Z CONN PER PLAN � w 'S c�l
<br /> �`' O 5�/"OC � CONN PER PLAN Q � � �
<br /> RIM JOIST MAXIM�M M � .� �' ti
<br /> �
<br /> RIM W/ CONN � N � ;;t•
<br /> PER SW SCHED 2x4 BOT O � r. �
<br /> RAILS LL,� ,� c� � .
<br /> HOLDOWN 5/4"x6" SPACED W > � � ,
<br /> STRAP PER DECKING
<br /> PLAN, IF � � � U oo O
<br /> FLOOR JOIST REQD EQ� 4x6MPOST R i �2 MIN PRESSURE DBL 2x4 TOP PLATE
<br /> TREATED JOIS?
<br /> PER PLAN FLOOR JOIST �' MIN FOR � � 1�/' MIN P� P� _
<br /> AT EqON�H5�2.5 CLIP PER PLAN 4x4 POST � � TYPICAL WALL SECTION ■� •
<br /> SHEARWALL 2 ROWS
<br /> 16d � 6"OC _
<br /> PER PLAN SHEARWALL 2x JOIST E.S. POST
<br /> PER PLAN W/ (2) 5/e� M.B. SIMPSON HGR
<br /> PER PLAN
<br /> BEAM PER
<br /> PLAN .
<br /> �`� M° �,y
<br /> a� � , ti �
<br /> 2 � � �
<br /> Q � Z
<br /> RIM JOIST BEARING RIM JOIST CANTILEVER e� DECK RAILING DECK LEDGER �
<br /> SCAI.E: /4=1'-0" � SCALE: /4=1'-0' L SCALE: /4=1'-0" � SCALE: /4=1'-0" � � �� � •
<br /> ���NAL �G\ S(��bg
<br /> �
<br /> E�F�ES 3-01- 09
<br /> BOUNDAR'Y NAILS FRONT VIEW :
<br /> PER PLAN .
<br /> i5�
<br /> HEADER PER PLAN SHEARWALL SCHEDULE: �
<br /> SH ING PER PLAN ROOF SHEATHING FULL HEIGHT 11GHT FIT �3) g/g� ANCHOR BOLTS 1�"MIN SHEATHING-APPLY TO SHEATHING EDGE NAILS f5) ROOF TO TOP PLATE. SILL PLATE ANCHORS w/
<br /> PER NOTES TRUSS BLK'G PER MFG. �ENLY SPACED W/ �'r� 2x STUDS O 1GOC ALL EDGES BLOCKED ��� FLOOR TO TOP PLATE 2x2x3/ " WASHERS (81 �
<br /> 6"MIN E�IBED INTO U.N.O. BELOW �do not oenetrate oast flushl de SILL PLATE (6) �
<br /> OR FIELD BUILD w/ pORTAL CORE, DAPPED �
<br /> 2x4's & TP39 �Mp p�q� � � �� � „ gyy-� � " OSB 8d OG'OC 12"OC FlELD 16d A17'OC A35 O 24"OC 5/"�x10r AB's O 60"OC �
<br /> O ALL CORNERS a�� a . 2� CLR �is � ) s �
<br /> MANUFACTURED TRU 3x MIN P.T. HF PLATE � � �e � � � � �-2 �/�g OSB 8d �4"OC (12"OC FlELD) 16d OG'OC A35 O 16"OC 5/8�x10�' AB's O 4�OC O '.
<br /> PER PLAN . ". .".. ..". .".. ..". (3) �3 T1ES A 1�/2 O.C. a � � SW-3 �/�g OSB NOTE�7 8d 02"OC (12"OC FlELD) 16d 04"OC A35 0 10"OC 5/e�x10" AB's 0 12"OC � � �
<br /> WITHIN 5 FROM TOP � �a � d � � N � w
<br /> MFG. TRUSS ° a � � �
<br /> 8"x16" CONCRETE � : . � (!1 � � �;�:.
<br /> ••�'� •-i:' (2500psi MIN) PORTAL �, :. � � � �
<br /> A35 PER SW ° � . SHEARWALL & HOLDOWN NOTES (U.N.0.1 �
<br /> SCHEDULE #5 • EACH CORNER TOP ° � �� Q Q �
<br /> TOP PLATE SECTION �.� a �' 1. SIMPSON OR EQUAL. LOCATE AT END OF SHEARWALL U.N.O. INSTALL PER MANUFACTURER RECOMMENDATIONS � �
<br /> 16d PER SW SCHEDULE CONNECTION � � FOR FOUNDATION MINIMUM END DISTANCE AND EMBEDMENT, DEEPEN FOUNDATION AS REQUIRED. —� ._ � �
<br /> BASE PLATE CONN � � . �5 @ EACH CORNER 2. CONSTRUCT CRIPPLE WALL SAME AS SHEARWALL (SW) ABOVE� AND GABLE-END SAME AS SHEARWALL (SW) BELOW. „
<br /> .a. .H. .H. .H. .;�. y4�> �3 11ES � 6" O.C. � . �3 TIES, ALTERNATE � � N -�
<br /> .. . . . . . . �
<br /> 16d PER SW ° ° 3. REQUIRES 3x OR (2) 2x FOUNDATION SILL PLATE. �
<br /> ..... ...... . . . ...... ...... ...... ...... �
<br /> SCHEDULE LAP 3�'MIN . ° HOOK LOCATIONS .— � �
<br /> E P�� � a � 4. THREADED ROD AND COUPLER AS REQUIRED. U I � � .
<br /> 4" SLAB PER PLAN � � a „ � Q �
<br /> N . ° .a . �O � � �� 5. COMMON NAILS, U.N.O.: 8d=0.131"x2�/y"� 10d=0.148"x3"� 12d= 0.14g'x3�/4,16d=0.167'x3�/2, 16d SINKER=0.148'x3�/4 _ � �
<br /> �5 DOWEL O EACH � . , � a q.• � � TMP 6. INSTALL H1'S ON ALL TRUSSES/RAFTERS, A35'S AT 24"OC ON GABLES & RIM JOIST (OR SOLJD BLK'G) TO TOP PLATE �� �
<br /> 2x AS RE ' CORNER W/ � a � MIN � � 1"MAX x 1"MAX (SILL PLATE AT FDN) U.N.O.; WHEN SPECIFlED SPACING IS LESS THAN 24"OC, INSTALL A35'S AT ROOF SOLJD BLK'ING �
<br /> STANDARD HOOK °. . . .`-xv NAILER STRIP, i�i (n �-
<br /> SHEAR WALL �2X�2 MAX� . , :. . '� ATTACHMENT PER TO SW TOP PLATE, AND INSTALL H1 OR H2.5 ON ALL TRUSSES/RAFfERS. LTP4, LTPS OR LS50 CAN BE SUBSi1TUTED a ,;.P .
<br /> PER PLAN CONCRETE (2500psi MIN) � ' 1 g' CONTRACTOR FOR A35. CONN. PER SIMPSON STRONG-TIE OR EQUAL
<br /> SHEAR WALL DBL TOP PLATE CONNECTION � Z
<br /> TOP PLATE PER SW SCHEDUIF (4) #5 CONTINU US ��° � a ° o. ��. �e �� R� 7. MINIMUM 3x OR DBL-2x STUD LAM'D W/ (2)-16d O �OC AT ABUTTING PANEL EDGES. U ;
<br /> TOP & �orroM � . : . , TOP SECTION 8• ANCHOR BOLTS SHALL BE ENBEDDED AT LEAST 7" INTO CONCRETE; THERE SHALL BE A MINIMUM OF TWO BOLTS � �
<br /> � � ° PER PIECE WITH ONE BOLT LOCATED NOT MORE THAN 12" OR LESS THAN SEVEN BOLT DIAMETERS FROM EACH END � "
<br /> OF THE PIECE. 2x �IIN PT, U.N.O. �
<br /> FRONT VIEW � �
<br /> ROOF TRUSS PERPENDICULAR �' ��
<br /> RF INT. SW CONN. - PARALLEL TO INTERIOR SHEARWALL, TYP. 6 GARAGE PORTAL-FRONT VIEW �
<br /> SCALE: NTS SCALE: /4=1'-0" SCALE: /4=1'-�'
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<br /> GENERAL STRUCTURAL NOTES W �
<br /> ElQOR DU►PHRAGY: � � e3
<br /> �ONSTRUCTION SHALL CONFORM WffH THE INTERNATIONAL BUILDING CODE (IBC), 2006 EDITION, 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 10d AT �"O.C., AND INTERIOR SUPPORTS � -
<br /> DESIGN LOADS: WITH 10d AT 12"O.C. BLOCKING NOT REQUIRm. � �
<br /> SEE ENGINEERING PACKET FOR DESIGN LOADS. �IISCELIANEOUS: � �
<br /> INSPECTIONS: THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT JOB SITE. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT z W
<br /> NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY BUILDING DEPARTMENT FOR BUILDING DEPARTMENT FOR INSPECTIONS REQUIRED BY LOCAL JURISDICTION. CONNECTIONS AND STIfFENINGS HAVE BEEN INSTALLED. DO NOT SCALE DRAWINGS. PRE-FABRiCATED ITEMS TO BE HANDLED AND INSTALLED PER MANUFACURER'S RECOMMENDATIONS. Q
<br /> FOUNDATIONS• I�ISCELLANEOUS: Q ,
<br /> EXTEND FOOTING TO UNDISTURBED SOIL OF 2000 PSF BEARING CAPACITY. BOTTOM OF EXTERIOR FOOTINGS SHALL BE 1'-6" MINIMUM BELOW OUTSIDE FlNISHED GRADE. �IC WIND SPEED-85 MPH IMPORTANCE, Iw = 1.0 � � �
<br /> COYPACTED FlLL: WINDOW IXPOSURE,B METHOD 2 WIND DESIGN �
<br /> F
<br /> SHOULD CONSIST OF PREDOMINANTLY WELL-GRADED, GRANULAR SOIL, FREE OF ORGANIC MATERIAL AND DEBRIS. FILL SHOULD BE PLACED IN MAXIMUM S" LOOSE UFTS AND M�SCELLANEOUS: c�
<br /> 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
<br /> IMPORTANCE, le = 1.0 SS = 1.25
<br /> Site Class, D S� = 0.40 F/�STENERS TO a
<br /> CONCRETE: �@� HOLDOW STRAP (1) ��
<br /> f'c=2500 PSI MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6.0 GALLONS OF WATER PER 94L8 SACK SEISMIC DESIGN CAT.. D S� = 0.83 �2� SiUDS �IIN U.N.O. o
<br /> OF CEMENT. MAXIMUM SLUMP IS 4". SEGREGATION OF MATERIALS TO BE PREVENTED. SEISMIC FORCE RES. SYS., A.13. Sp� = 0.43
<br /> REINFORCING STEEL• DESIGN BASE SHEAR = 7614 Ibs. CS = 0.13 T-1 MSTC40 �18� �6d SINKERS TO EACH N�A DATE/REVISIONS s..
<br /> #5 BARS AND LARGER SHALL BE GRADE 60 DffOR�IED BARS, AND #3 AND �4 BARS SHALL BE GRADE 40, SIMPLIFIED ME�HOD R = 6.5 CONNECTED ELEMENT 4 24 08 .
<br /> IN ACCORDANCE WITH ASTM A-615. LAP SPLICES 32 BAR T-2 MSTC66 (34) 16d SINKERS TO EACH N/A / /
<br /> DIAMEfERS. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 AND SHALL BE 6x6 - W1.4xWt.4 LAP ONE FULL MESH AT SPLICES. CONNECTED ELEMENT °
<br /> T-3 STHD14/14RJ (38)(30) 16d N/A
<br /> TIYBER FRAWNG: '
<br /> SHALL MEEf THE FOLLOWING MINIMUM STANDARDS: T-3 HDQB-SDS3 (20) SDS �/4x3 ?STB28 4x4 DF�2 POSTS ,�
<br /> BEAMS dc POSTS (4�AND GREATER) HF#2 (OR BETTER)
<br /> JOISTS/STUDS (2�) HF # 2/STUD
<br /> PARALLAMS (PSL) 2.oE CHKED BY: DRAWN BY: �
<br /> ACCORDANCE W�H�-IEET P�.LI.�ANDETFiE BC�. EALLSC NO NECTIONS PER IBCWTABGL E2304.9 1�L PO WSTS TORBEL(2)2 6� HF�2 U N 0�ALL HE�AFDERS TO BE 4 8 HF#2EUINNOED IN amg TLT
<br /> .
<br /> R & AJOB #:
<br /> INSTALL MINIMUM /2" CDX PLYWOOD (32/16) OR �/�g OSB SHEATHING. NAIL ALL SUPPORTED EDGES AND BOUNDARIES WRH 8d AT G'O.C., AND INTERIOR SUPPORTS WITH 08-228
<br /> 8d AT 17'O.C. BLOCKING NOT REQUIRED.
<br /> SHEET N0. r
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