4805 BAYVIEW LN 2018 Plans 2022-12-01

� .�T�T� HOLDOWN SCHEDULE °ate: x�`°''°'� � ��sc�ir��rtr��; � � SHEAR WALL PER PLAN ��— =� Job#: 0933 SHEARWALL&HOLDOWN NOTES(U.N.O.): HOLDOWN/ FAS'fENEIZS'TO FOUNDATION O � TIGHT-FIT SOLID BLOCKING MARK * * COi�[MENTS � (1) Simpson or equaL Locate at end of shearwall u.n.o. Install S'i'RAP (1) (2)-S"CUDS MlN U.N.O. ANCHOK (1)(4) V � — BOUNDARY NAILING PER STRUCTURAL NOTES per manufacturer recommendations for foundation minimum end distance and embedment,deepen foundation as required. T-1 STIIDl4/14RJ (38)/(30)-lGJ N/A � � � ROOF SHEATHING PER (2) Construct cripple wall same as shearwall(SW)above,and � STRUCTURAL NOTES � (/� � 2,-�„ M�N. gable-end same as shearwall(SW)below. � (3) Requires 3x or(2)2x foundation sill plate � � � 2x TOP PLATE �� (4) Threaded rod and coupler as required. �� WIDTH (5) Common nails,UNO:8d=0.131"x2Yz',10d=0.148"x3", �` � 12d=0.148"x3Yd', 16d=0.162"x3%i', 16d sinker=0.148"x3'/<". � � � • � � NAIL SHTG TO � � � HEADER @ 3�� C EW (6) Install H1's on all trusses/rafters,A35's at 24"o/c on gables& � S '^ rim joist(or solid bikg)to top plate(sill plate at fdn)u.n.o.;When ��J 2 3x STUDS UNO specified spacing is less than 24"o(c,install A35's at roof solid � � ROOF FRAMING PER PLAN N � � � � bik'ing to SW top plate,and install H1 or H2.5 on all HEADER PER PLAN NAIL SHTG TO 2X LEDGER(OR RF TRUSS)W/ trusses(rafters. LTP4,LTP5 or LS50 can be substituted for A35. � \ � EXTEND OVER EACH STUD (2)16d TO EA STUD Conn.per Simpson Strong-Tie or equal. \ S X SHEARWALL 5 �I 8d NAI LS 2" OC (7) Minimum 3x or dbl-2x stud lam'd w/(2)-16d @ 6"o/c at � APA RATED SHTG @ TRUSSES OR RAFTERS PARALLEL TO WALL abutting panel edges. 1 PER SW SCHED ALL PLATES (8) Anchor bolts shall be embedded at least 7"into concrete; r�� � HEADERS & STUDS there shall be a minimum of two bolts per piece with one bolt � � r- HOLDOWN (3) 2x PLATES SHEAR WALL PER PLAN SHEAR WALL PER PIAN located not more than 12"or less than seven bolt diameters from PER PLAN NAIL SHTG TIGHT-FIT SOLID BLOCKING 9 cAll saeathin Pmust be APAP t dn.o. TIGHT-FIT SOLID BLOCKING ' TO EACH PLATE BOUNDARY NAILING PER BOUNDARY NAILING PER � STRUCTURAL NOTES STRUCTURAL NOTES � p�it�: g��p��g /�ROOF SHEATHING PER ROOF SHEATHING PER SHEARWALL SCHEDUL� / STRUCTURAL NOTES STRUCTURAL NOTES Job R: 0938 (2) 5/8"�A.B. 8" CONC STEM WALL i SHEATHING-APPLY'i0 SIIEATHING EDGE NAILS*(5) ROOF"CO TOP PLA"I'E, � � MARK 2x EIE STUDS @ 16"o/c ALL EDGES BLOCKED ��SE PLATE FLOOR TO"COP PLATE SILL PLA"fE ANCHORS w/ EMBED 7 MIN (2)#4 VERT EA FACE ��z> NaiLs*�s> s°x 3��x ua°wasF�eas*�s> U.N.O.BELO W*(9) (do not penetrute pust flush) &SILL PLATfi*(6) � CONC SLAB #3 TIES @ 8" O.C. �� ,�?:� ��i� � SW-1 7/lG"OSB 3d rr 6"oJc(12"o/c tield) 16d @ l2 "o/c ,q35(cd,24 "o/c 5/3"�SxLO"AQ's r, 60"o/c � TRUSS(MONO)PER PLAN SW-2 7116"OSB 8d ct 4"o/c(12"o/c tield) lGd @ 6"o/c A35 @ 22 "o/c 518"�x10°AB's� 60"o/c � CONT FTG W� ��-�I I=��=��I� � 2X CONT SOLID BLOCKING SW-3 7/1G"OSE3*(7) 8d @ 3"o/c(12"o/c field) l6d �r� 3 "o/c A35� 14 "o/c 5/8"(7x10"AB's @ 40"o/c (2} #4 TOP � ROOF FRAMING PER PLAN W/(2)16d TO EA STUD $r BQT n RSW 7/16"OSB*(7) 8d r7 2"o/c st<<aoered SEH DE'CA[L 1 �H M I N. 2X LEDGER W/ � (L2"olc field) � (2)16d TO EA STUD __ _ __ RAFTERS PERPENDICULAR TO WALL TRUSSES PERPENDICULAR TO WALL ❑ J Q 1 RAISED SHEAR WALL 2 SHEAR TRANSFER � X �RSW� NTS X SW TO SW THRU LOW ROOF Nrs W � M� _ _ _ _ __ "-I �'�� ' �y� `� S�'�iTE � �, '� :c �� _��r��in�_�r�ne�' �.' � PO 60X S?6� LYM1!!�l4310GL'. 4HA �JoF�[,� , � �f. (2Gb) Zf3U-�II� r ,2�c7 f334 62ut � . a ; ...... � SCI{�i�f,E ,Le.iVF'S�Td.L:OM �p: ,4 :�225 q �� _... _____ __ ___._. �s�%Op�p,� �-��'�� g�2�.��p�g General Structural Nates— Unless Noted Otherwise �XP��£S 3-01� �g GENERAL ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE(IBC),2015 EDITION,OR OTHER GOVERNING CODE,AS REQUIRED BY LOCAL JURISDICTION. DESIGN LOADS SEE ENGINEERING PACKET FOR DESIGN LOADS. INSPECTIONS NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY BUILDING DEPARTMENT FOR INSPECTIONS REQUIRED BY LOCAL JUR�SDiCTION. FOUNDATIONS EXTEND FOOTING TO UNDISTURBED SOIL OF 2000 PSF BEARWG CAPACITY. BOTTOM OF EXTERIOR FOOTING SHALL BE 1'-6"MINIMUM BELOW OUTSIDE FINISHED GRADE. COMPACTED FILL SHOULD CONSIST OF PREDOMINATELY WELL-GRADED,GRANULAR SOIL,FREE OF ORGANIC MATERIAL AND DEBRIS. FILL SHOULD BE PLACED IN MAXIMUM&"LOOSE LIFTS AND COMPACTED TO A MINIMUM OF � 95 PERCENT OF THE MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED BY ASTM D-1557 TEST ' PROCEDURES. NAIL SNEATHING TO � CONCRETE f'c=2500 PSI MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6.0 � BLOCKS PER SW GALLONS OF WATER PER 94 LB SACK OF CEMENT. MAXIMUM SLUMP IS 4". SEGREGATION OF MATERIA�S TO BE � SCHEDULE EDGE NAILING PREVENTED. z r --M— REINPORCING STEEL #5 BARS ANQ LARGER SHALL BE GRADE 60 DEFORMED BARS,AND#3 AND#4 BARS SHALL BE � M 2X TIGHT-FIT SOL SW PER PLAN cRaoE ao,IN ACCORDANCE WITH ASTM A-615. LAP SPLICES 32 BAR DIAMETERS. WELDED WIRE FABRIC SHALL ., WALL FRAMING/DECK BLOCKING W/ED CONFORM TO ASTM A-185 AND SHALL BE 6X6-W1.4 X W1.4. LAP ONE FULL MESH AT SPLICES. r ' � RAIL ABOVE �� PER STRUCTURA EDGE NAILING PER TIMBER FRAMING SHALL MEET THE FOLLOWING MINIMUM STANDARDS: � Q SW SCHEDULE BEAMS AND POSTS(4x_AND GREATER): DF-L#2 � � A35 PER SW SC T Y P I C A L JOISTS/STUDS(2x_): HF#2/STUD � Id� BASEPLATE NAILWG PER GLUE LAMINATED BEAMS(GLB) 24F-V4(24F-V8 AT CANTILEVERS) , � ,■ ■ SW SCHED OR DECK RAIL ❑P E N I N G LSTA21 W/ BLOCKI NG 2x_TIMBER SHALL BE KILN DRIED. GRAOES SHAI.L CONFORM TO"WWPA GRADING RULES FOR WESTERN LUMBER", � � CONNECTION PER PLAN AS REQU IRED (4 TYP.) LATEST EDITION. ROOF TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE T.P.I.AND THE IBC. ALL � � CONNECTIONS PER IBC TABLE 2304.10.1. � ROOF DIAPHRAGM INSTALL MINIMUM 1I2"CDX PLYWOOD(32/16)OR 7/16"OSB SHEATHING. NAIL ALL SUPPORTED � � EDGES AND BOUNDARIES WITH 8d AT 6"O.C,AND INTERIOR SUPPORTS WITH 8d AT 12"O.C.;BLOCKING NOT � � RfM JOIST PER PLAN REQuiREo. — FLOOR DIAPHRAGM INSTALL MINIMUM 23l32"T&G STURD-I-FLOOR(24oc)SHEATHING. GLUE AND NAIL ALL � � SUPPORTED EDGES AND BOUNDARIES WITH 10d AT 6"O.C.;AND INTERIOR SUPPORTS WITH 10d AT 12"O.C., � � FLR FRAMING PER PLAN BLOCKING NOT REQUIRED. MISCELLANEOUS THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT JOB SITE. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENINGS DATE: HAVE BEEN INSTALLED, DO NOT SCALE DRAWINGS. PRE-FABRICATED ITEMS TO BE HANDLED AND INSTALLED PER S�'IEAR WALL PER PLAN MANUFACTURER'S RECOMMENDATIONS. WIND DESIGN CRITERIA: 8�22�20�H NOMINAL WIND SPEED -85 MPH RISK CATEGORY II ULTIMATE WIND SPEED-110 MPH IMPORTANCE,I=1.0 WIND EXPOSURE,B KzT=1.00 EHD JOB: � SEISIMIC DESIGN CRITERIA: 3 S H EAR TRAN S F E R AT `# F O RC E T RAN�F C R EQUIVALENT LATERAL FORCE PROCEDURE IMPORTANCE, le=1.0 Ss=1.438 2223 CANTILEVERED FLRT JOISTS NTs �( NTS SITECLASS,o Si=0.548 �� ARO U N D O P�N I N G S SEISMIC DESIGN CAT.,D Sos=0.96 SEIS.FORCE RES.SYS,A.15. So�=0.55 {� �("'��j ��y�f�i"P' DESIGN BASE SHEAR= 10891 Ibs CS=0.13 ��`��1� ''�� " �� RISK CATEGORY II R=6.5 SHEET: 9