9919 1ST PL W 2018 Plans 2022-12-02

. � ,� � M N ti 4X6 PT POST �w o 0 � � rn � 4�X4 PTw POST TYPICAL WALL �„� Q � SHEARWALL 0 6'-0" ASSEMBLY � � � � ��.. a) `., SHEARWALL 2x4 CAP RAIL 2x4 SOLE PLATE C.� •� � x o c� PER PLAN BASE PLATE Q � � u- PLATE TO RIM JOIST 2x6 RAILS � CONN PER CONN PER 5 4x6 CEDAR 2x PT LEDGER W/ c � ti FLOOR SHTG SW SCHED 4 DECKING � W � � SW SCHED J 10d (3 PER BLOCK) p Z CONN PER PIAN � � c� 0 2x2 �'ICKET MAX ``' � 5/"OC � CONN PER PLAN Q � � 00 RIM JOIST ��M ''�'�' � � � ^ � ""' N RIM W/ CONN 2x4 BOT 0 c� N � PER SW SCHED �� L� � c� � � U HOLDOWN 5/4"x6' SPACED �> M � STRAP PER DECKING �: U oo O PLAN, IF -a • PRESSURE FLOOR JOIST REQD EQL G' MIN FOR � /2 MIN —DBL 2x4 TOP PLATE PER PLAN FLOOR JOIST �6M N�OR -4 � 1�/' MIN P�P�OIST _ SIMPSON H2.5 CLIP pER p� 4x4 POST TYPICAL WALL SECTION ■� AT EA JOIST (2) ROWS 16d O 6"OC _ ' SHEARWALL PER PLAN SHEARWALL 2x JOIST E.S. POST PER PLAN W/ (2) 5/g� M.B. SIMPSON HGR PER PLAN BEAM PER PLAN Q�� M c'9 ti o , � Q z RIM JOIST BEARING RIM JOIST CANTILEVER DECK RAILING DECK LEDGER � ._ , 2 S�: �4=,�-� 4 � SCALE: /4=1'-0" � SCALE: /4 -1 -0" SCALE: /4=1'-d" � � �� G\ . ��NAL � I2,'�vs E�FZES 3-01- �y BOUNDARY NAILS FRONT VIEW P� P� FRONT VIEW HEADER PER PLAN (3) A35 CLIPS HEADER PER PLAN SH ING PER PLAN (3) 5/EVENLYCS AC DOWS 1�"MIN SHEARWALL SCHEDULE: (3) LTP4 CLIPS 6"MIN EMBED INTO �A6K SHEATHING-APPLY TO SHEATHING EDGE NAILS (5) ROOF TO TOP PLATE. SILL PLATE ANCHORS w/ ii PORTAL CORE, DAPPED a �EE(Zl 2x STUDS O 1G'OC � �� B�KED �� FLOOR TO TOP PLATE �,c ,c3/� WASHERS (S) a�. 1 "CLR INTO PLATE � �� y�"CLR U.N.O. BELOW �do not Rgpgtrate Rqgt f1� dc SILL PLATE !6l � 3x MIN P.T. HF PLATE � � ° � � � a ° TYP SW-1 �/ " OSB 8d OG' (12"OC FIELD) 16d 08"OC NOTE �6 5/g�x10�' AB's 0 60"OC (,) � MANUFACTURED TRU (3) #3 TIES O 1�/2 O.C. � 3x MIN P.T. H; PLATE � . �a : : 716� w 5 • � � � P� P� WffHIN 5' FROM TOP . (3) �3 T1ES A 1 /2 O.C. �� a � S1N-2 /�g OSB 8d 04 (12°OC FIELD) 16d �5'OC LTP4 016"OC 5g�x10�' AB's 0 40'OC � � O a WITHIN 5 FROM TOP � .. a Q �a . SW-3 �/�g OSB NOTE#7 8d O� (12"OC FIELD) 16d 04 OC LTP4 016"OC /g�x10�' AB s 0 1G'OC (� ;� � N 8"x16" CONCRETE �° (2500psi MIN) PORTAL �� g'x16" CONCRETE � : . � � � � A35 PER SW CENTERED ON FOOTING ° '� (2500psi MIN) PORTAL 4 �. �a � � SHEARWALL & HOLDOWN NOTES (U.N.O.) � � j � SCHEDULE 5 0 EACH CORNE b #5 0 EACH CORNER TOP ° � •� Q Q TOP PLATE # i . a. 'b 1. SIMPSON OR EQUAL. LOCATE AT END OF SHEARWALL U.N.O. INSTALL PER MANUFACTURER RECOMMENDATIONS T CONNECTION Q, SECTION � FOR FOUNDATION MINIMUM END DISTANCE AND EMBEDMENT, DEEPEN FOUNDATION AS REQUIRED. � ._ � 16d PER SW SCHEDULE � BASE PLATE CONN �3 TIES � 6" O.C. � , , . �5 @ EACH CORNER 2. CONSTRUCT CRIPPLE WALL SAME AS SHEARWALL (SW) ABOVE� AND GABLE-END SAME AS SHEARWALL (SW) BELOW. � � � � �3 T1ES O 6" O.C. � ^ 16d PER SW LAP 28" MIN ' 4a�� HOOKELOCA ONSA� 3. REQUIRES 3x OR (2) 2x FOUNDATION SILL PLATE. -I--� � N � SCHEDULE LAP 3�'MIN . . E PLATE 4" SLAB PER PLAN ` a 4. THREADED ROD AND COUPLER AS REQUIRED. U I O� � � N 4" SLAB PER PLAN . . � a �. � . t „ � � � � C7 � �. ° ,a . �O TMP 5. COMMON NAILS, U.N.O.: 8d=0.1�1"x2�/Z� 10d=0.148"x3"� 12d= 0.14�'x3 /4 ,16d=0.167'x3 /2 . 16d SINKER=0.148 x3 /4 �� W �5 DOWEL O EACH �5 DOWEL � EACH CORNER W/ � N 6. INSTALL H1'S ON ALL TRUSSES/RAFTERS, A35'S AT 24"OC ON GABLES & RIM JOIST (OR SOl1D BLK'G) TO TOP PLATE � � 2x AS RE ' � Q CORNER W/ a a �. � . 4 M�N � � 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 SOIJD BLK'ING •— (2x12 MAX) STANDARD HOOK STANDARD HOOK � ��R ��P� TO SW TOP PLATE, AND INSTALL H1 OR H2.5 ON ALL TRUSSES/RAFTERS. LTP4, LTPS OR LS50 CAN BE SUBSTITUTED W � SHEAR WALL . � � ° � . a � ^ ATTACHMENT PER � pp? puW . '° � ' ' '� CONCRETE (2500psi MIN) � � n ° 1 g' CONTRACTOR FOR A35. CONN. PER SIMPSON STRONG-TIE OR EQUAL Z CONCRETE (2500psi MIN) �d d . $ : Q . .�. .� FOOTING W/ � a � a :� � 7. MINIMUM 3x OR DBL-2x STUD LAM'D W/ (2)-16d O �OC AT ABUTTING PANEL EDGES. � FOOTING W/ . a (4) �5 CONTINUOUS �� ° � � a,' � , � •- v (4) #5 CONTINUOUS � ' a TOP & BOTTOM � � TOP SECTION 8. ANCHOR BOLTS SHALL BE ENBEDDED AT LEAST 7� INTO CONCREfE; THERE SHALL BE A MINIMUM OF TWO BOLTS O TOP & BOTTOM � � � ' � � � a PER PIECE WITH ONE BOLT LOCATED NOT MORE THAN 12" OR LESS THAN SEVEN BOLT DIAMETERS FROM EACH END � � � � OF THE PIECE. 2x MIN PT, U.N.O. a FRONT VIEW �'' 26„ FRONT VIEW � � RF' INT. SW CONN. - PARALLEL GARAGE PORTAL-SIDE VIEW 6 GARAGE PORTAL-FRONT VIEW � SCAL.E: NTS SCALE: /4=1'-0�' SCALE: /4=1'-�' U GENERAL STRUCTURAL NOTES W � CODE: FLOOR DIAPHRAGY: � � ALL CONSTRUCTION SHALL CONFORM WITH THE INTERNATIONAL BUILDING CODE (IBC), 2006 EDITION, OR OTHER GOVERNING CODE� AS REQUIRED BY LOCAL JURISDICTION. INSTALL MINIMUM 23/37' T&G STURD-I-FLOOR (24oc) SHEATHING. GLUE AND NAIL ALL SUPPORTED EDGES AND BOUNDARIES WITH 10d AT �'O.C., AND INTERIOR SUPPORTS �, DESIGN LOADS: WITH 10d AT 12"O.C. BLOCKING NOT REQUIRm. Q � � � SEE ENGINEERING PACKEf FOR DESIGN LOADS. �IIS�CELUNEOUS: INSPECTIONS: THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT JOB SITE. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY BUILDING DEPARTMENT FOR BUILDING DEPARTMENT FOR INSPECTIONS REQUIRED 8Y LOCAL JURISDICTION. CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED. DO NOT SCALE DRAWINGS. PRE-FABRICATED fTEMS TO BE HANDLED AND INSTALLED PER MANUFACURER'S RECOMMENDATIONS. Z Q WSrFI I uJFftuc_• Q FOUNDATIONS: BASIC wIND SPEED-85 MPH IMPORTANCE, Iw = 1.0 W -J EXTEND FOOTING TO UNDISTURBED SOIL OF 2000 PSF BEARING CAPACITY. BOTTOM OF EXTERIOR FOOTINGS SHALL BE 1'-G' MINIMUM BELOW OUTSIDE FlNISHED GRADE. yy�NDOW D(POSURE,B METHOD 2 WIND DESIGN F � COIIPACTED FILL: � SHOULD CONSIST OF PREDOMINANTLY WELL-GRADED, GRANULAR SOIL, FREE OF ORGANIC MATERIAL AND DEBRIS. FILL SH4ULD BE PLACED IN MAXIMUM g' LOOSE LIFfS AND M�ISCELLANEOUS: COMPACTED TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DENSITY AT OPTIMUM MOISTURE COIJfENT DETERMINED BY ASTM D-1557 TEST PROCEDURES. HOLDOWN SCHEDULE: Z IMPORTANCE, le = 1.0 SS = 1.25 � CONCRETE: Site Class, D S� = 0.40 F/�STENERS TO � 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 94L8 SACK SEISMIC DESIGN CAT.� D S� = 0.83 �ABK HOLDOW STRAP f1� �2) STUDS MIN U.N.O. �� OF CEMENT. MAXIMUM SLU P IS 4". SEGREGATION OF MATERIALS TO BE PREVENTED. SEISMIC FORCE RES. SYS., A.13. Sp� = 0.43 � DESIGN BASE SHEAR = 7614 Ibs. CS = 0.13 T-1 MSTC52 �24) 16d SINKERS TO EACH N�A DATE/REVISIONS REINFORCING STEEL• SIMPLIFIED METHOD R = 6.5 CONNECTED ELEMENT #5 BARS AND LARGER SHALL BE GRADE 60 DffORMED BARS, AND #3 AND #4 BARS SHALL BE GRADE 40, IN ACCORDANCE WITH ASTM A-615. LAP SPLICES 32 BAR 4/24/08 DIAMEfERS. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 AND SHALL BE 6x6 - W1.4xW1.4 LAP ONE FULL MESH AT SPLICES. T-2 STHD14/14RJ (38)(30) 16d N/A T-3 HD48-SDS3 (20) SDS �/4x3 ?ST828 EMBEDDED 24' MIN. 4x4 DF�2 POSTS (OR BETTER) TIIIBER FRAYING• SHALL I�EET THE FOLLOWING MINIMUM STANDARDS: BEAMS & POSTS (4�AND GREATER) HF#2 (OR BETTER) JOISTS/STUDS (2�) HF # 2/STUD PARALLAMS (PSL) 2.OE CHKED BY: DRAWN BY: ACCORDANCE WITHH�TFIEET.P.LI.N ANDETHE BC�. EALLSC NO NECTIONS PER IBCNTABGLE 2304.9 1�L POSTSW�TORBEL(2)2 6� HF�2 U N 0�ALL HE�AFDERS TO BE 4 8 HF�2EU N OD IN amg TLT r R & AJOB #: � 08-228 INSTALL MINIMUM /2 CDX PLYWOOD (32/16) OR �/�g OSB SHEATHING. NAIL ALL SUPPORTED EDGES AND BOUNDARIES WfTH 8d AT �O.C., AND INTERIOR SUPPORTS WITH 8d AT 17'O.C. BLOCKING NOT REQUIRED. �i 3 _��9 �� , ��} ��_ SHEET N0. �i��'I=�t�t'LL� �C;� �'��a��