5915 GLENWOOD AVE 2018 Plans 2022-12-06

� • , I�ate: l2/26/2018 � ��.�,�� H(JLl)OWN SCHEDULE J�v�: 1��2 � � SHEARWALL&HOLDOWN NOTES(U.N.O.): FIOLDO�VN/ FASTENERS TO FOUNDATfON O MARK COM��IENTS � (1) Simpson or equal. Locate at end of shearwall u.n.o. Install STRAP*(t) (3)-STUDS�I[N U.N.O. ANCHOk�*(1)(�1) (� per manufacturer recommendations for foundation minimum end � distance and embedment,deepen foundation as required. T-t STHD1=}/14RJ (38)/(30)-l6d N/A � O � (2) Construct cripple wall same as shearwall(SW)above,and � . gabie-end same as shearwall(SW)below. ` � � (3) Requires 3x or(2)2x foundation sill plate ��; (4) Threaded rod and coupler as required. (�'f (5) Common nails,UNO:8d=0.131"x2'/",10d=0.148"x3", �� 12d=0.148"x3'/<", 16d=0.162"x3Yi',16d sinker=0.148"x3Y<". � L (6) Install H1's on all trusses/rafters,A35's at 24"o/c on gab�es& Q�.� � rim joist(or solid blkg)to top plate(sill plate at fdn)u.n.o.;When � NAIL SHEATHING TO specified spacing is less than 24"o/c,install A35's at roof solid bik'ing to SW top plate,and install H1 or H2.5 on all � � � BLOCKS PER �W trusses/rafters. LTP4,LTP5 or LS50 can be substituted forA35. � � NAILING TU JOIST/ SCHEDULE EDGE NAILING Conn.per Simpson Strong-Tie or equal. � BLOCKING.SPACING (7) Minimum 3x or dbl-2x stud lam'd w/(2)-16d @ 6"o!c at � � PER PERIMETER SW PER PLAN abutting panel edges. NAILING OF FLOOR (8) Anchor bolts shall be embedded at least 7"into concrete; � SHEAR WALL ABOVE oiaPHRa�M EDGE NAI LING PER there shall be a minimum of two bolts per piece with one bolt located not more than 12"or less than seven bolt diameters from PER PLAN SW SCHEDULE each end of the piece. 2x min PT,u.n.o. 9 RII sheathin must be APA rated. BASEPLATE NAILING T Y P 1 C A L Date: t2/26/2018 PER SW SCHED TO 3/4"FLOOR SHEARWALL SCHEDULE JOIST/BEAMBLOCKING �PLYWOOD ❑P E N I N G LSTA21 W/ BLOCKING Job�: 1012 BELOW AS REQU I RE D �4 TYP.� SHEATI��IING-E\PYLY"CO SHGA•pFI1NG GDGE NA1Ls�(5) ROOF TO TOP PLATE, MARK f3ASE PLA"CE S[LL PLATE ANCHORS w/ 2x f IF S'CUDS ct l6'b/c ALL EDGES f3LOCKEU FLOOK TO"COP PLATE FLOOR JOIST �(2) N�ILs*(5) 3"x 3°x t/a°�VE�sFi�lcs*(8) PER PLAN U.�I.O.BELOW x(9) (do not pznetcafe past Yh�sh) &SILL PLA'C�*(6) � � � H 1 �� or 24 "o/c S�V-1 7/16"OSE3 8d�6"o/c(12"o/c field) 16d� 12"o;c Sl8"(r3xt0"AB's� 60"olc �i � A35(�a,24 "o/c FLOOR TO TOP SW-2 7116"OSB 3d @=1"o/c{12"o/c Fetd) l6d cu 6"o/c A35 @ 16"o/c 5l8"(dst0"A[3's n, 43 "o/c � . WALL FRAMING OR PLATE CONNECTION BEAM OR MUDSILL PER SW SCHEDULE RS�V 7/tG"OSB 8d�4"o/c(12"o/c tielcl) SEE UETA[L 1 PER PLAN � � � 3 SI�EAR FLOW AT OFFS�T 4 FORCE TRANSFER ``�' �� q�� y N'y�� 1.� x AROI.�I�D OP�NINCaS NTS � , �� � INTEI�I�� SHEAI� WALLS � = � _ � 4�226 � w � �TAT� �s��w�,,�`� . i_14_�,'Jer��ir�e�rin� 'S'�OPlAL �-� 12iZ6i2018 . . �'. PGJ BJX 452 LYP1T:VlOOD. 4VF. =J3pG�%� , r. Czo�) �ao-�.iis r. <zoo� as-.-szo+ �!f�S 3-01- 19 ' SL"fiVtCLS@3Jf S"fFi.Ct�f^al � sHEaR wA��PER P�aN General Structural Notes—Uniess 1��oted Otherwise TIGHT-FIT SOLID BLOCKING GENERAL ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE(IBC),2015 EDITION,OR � BOUNOARY NAILING PER STRUCTURAL NOTES OTHER GOVERNWG CODE,AS REQUIRED BY LOCAL JURISDICTION. ROOF SHEATHING PER DESIGN LOADS SEE ENGINEERING PACKET FOR DESIGN LOADS. STRUCTURALNOTES INSPECTIONS NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY BUILDING DEPARTMENT FOR INSPECTIONS REQUIRED BY LOCAL JURISDICTION. BOUNDARY NAILING FOUNDATIONS EXTEND FOOTING TO UNDISTURBED SOIL OF 1500 PSF BEARING CAPACITY. BOTTOM OF EXTERIOR � PER PLAN FOOTING SHALL BE 1'-6"MINIMUM BELOW OUTSIDE FINISHED GRADE. e e A I�d COMPACTED FILL SHOULD CONSIST OF PREDOMINATELY WELL-GRADED,GRANULAR SOIL,FREE OF ORGANIC MATERIAL AND DEBRIS. FILL SHOULD BE PLACED IN MAXIMUM 8"LOOSE LIFTS AND COMPACTED TO A MINIMUM OF RF SHEATHING ROOF FRAMING PER PLAN 95 PERCENT OF THE MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED BY ASTM D-1557 TEST PER PLAN PROCEDURES. 2X LEDGER(OR RF TRUSS)W/ � (2)16d TO EA STUO CONCRETE 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 94 LB SACK OF CEMENT. MAXIMUM SLUMP IS 4". SEGREGATION OF MATERIALS TO BE ,r TRUSSES OR RAFTERS PARALLEL TO WALL PREVENTED. � MANUFACTURED TRUSS REINFORCING STEEL #5 BARS AND IARGER SHALI BE GRADE 60 DEFORMED BARS,AND#3 AND#4 SARS SHALL BE � PER PLAN GRADE 40,IN ACCORDANCE WITH ASTM A-615. LAP SPLICES 32 BAR DIAMETERS. WELDED WIRE FABRIC SHALL 1 SHEAR WALI PER PLAN SHEAR WALL PER PLAN CONFORM TO ASTM A-185 AND SHALL BE 6X6-W 1.4 X W 1.4. LAP ONE FULL MESH AT SPLICES. � TIGHT-FIT SOLID BLOCKING TIGHT-FIT SOLID BLOCKING TINIBER FRAMING SHALL MEET THE FOLLOWING MINIMUM STANDARDS: _ BOUNDARY NAILING PER BOUNDARY NAILING PER BEAMS AND POSTS(4x_AND GREATER): DF-L#2 � � STRUCTURAL NOTES STRUCTURAL NOTES JOISTS/STUDS(2x_): HF#2/STUD � ROOF SHEATHING PER ROOF SHEATHING PER � � A35 PER SW SCHED �STRUCTURAL NOTES STRUCTURAL NOTES GLUE LAMINATED BEAMS(GLB) 24F-V4(24F-V8 AT CANTILEVERS) ° • � 16d PER SW SCHED TOP PLATE CONN 2x_TIMBER SHALL BE KILN DRIED. GRADES SHALL CONFORM TO"WWPA GRADING f2ULES FOR WESTERN LUMBER", ♦ 1 BASE PLATE NAILING � 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 1(2"CDX PLYWOOD(32/'16)OR 7/16"OSB SHEATHWG. NAIL ALL SUPPORTED � 16d PER SW SCHED � � � BASE PLATE NAILING EDGES AND BOUNDARIES WITH 8d AT 6"O.C,AND INTERIOR SUPPORTS WITH 8d AT 12"O.C.;BLOCKING NOT � TRUSS(MONO)PER PLAN REQUIRED. � � 2X CONT SOLID BLOCKING FLOOR DIAPHRAGM INSTALL MINIMUM 23/32"T&G STURD-I-FLOOR(24oc)SHEATHING. GLUE AND NAI�ALL A 2x AS REQ'D ROOF FRAMING PER PLAN W/(2)16d TO EA STUD SUPPORTED EDGES AND BOUNDARIES WITH 10d AT 6"O.C.;AND INTERIOR SUPPORTS WITH 10d AT 12"O.C., �"`- BLOCKING NOT REQUIRED. SHEAR WALL (2X12 MAX) 2X LEDGER W/ PER PLAN �- (2)16d TO EA STUD MISCELLANEOUS THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITfONS AT JOB SITE. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENINGS DATE: RAFTERS PERPENDICULAR TO WALL TRUSSES PERPENDICULAR TO WALL HAVE BEEN INSTALLED. DO NOT SCALE DRAWINGS. PRE-FABRICATED ITEMS TO BE HANDLED AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. WIND DESIGN CRITERIA: 12/26/2018 � 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: 1 ROOF TRUSS PARALLEL 2 SHEAR TRANSFER SEISIMICDESIGNCRITERIA: x TO SH EAR WALL NTS X SW TO SW TH RU LOW ROOF NTS PORTANCEL eTE OL FORCE PROCEDURE Ss=1.25 2��8 SITE CLASS,D • S�=0.40 SEISMIC DESIGN CAT.,D Sos=0.83 SEIS.FORCE RES.SYS,A.15. Soi=0.43 DESIGN BASE SHEAR= 6342 Ibs Cs=0.13 SHEET: RISK CATEGORY II R=6.5 �