2802 VICTOR PL 2015 Plans 2022-12-02

HEADER PER PLAN ��„o� END OF PLATE DOUBLE TOP PLATE(TYP.) EDGENAILPLYTO 4�—O� MIN. SIMPSONH1EA.END/EA.TRUSS/ ROOFPLY. EnCH�tuss SPLICE LENGTH RAFfER (25)16d TOP PLATE A35 � 24"o.c. ROOF TRUSS DESIGN FOR 300!#1 OF LATERAL LOAD PLY EDGE NAILING � (4)12d TO 12�� 12" SHEARWALI PER PLAN Dc4 FLATTOTOP❑ � 2x STUDS w M � o� (2)2x STUDS @ �c4 FLAT(�12"O.C. VENT OLESAS � � r M � EDGE NAIL PLY.TO o � U � EA. HOLDOWN E A C H DBL.STUD OPENING REQUIRED wl(2)16d T.N. C tO � � � (p)�6d (2)�6d TRUSS PER PLAN EA.TRUSS/EA.END � C o � � � /— m � c W � • �v SIMPSON CS16 STRAP TIE EDGE NAILING � p� O � � � I� w/(28)8d NAILS Q ` a ..� = c Dc STUD @ 16"O.C. � 3 Y a � 12�� 12�� EDGE NAILING NOTE: � C � SPLICEAND NAILTOP PLATESAS SHOWN @ALL PLY.PERSCHEDULE p — FLOOR PLYWOOD SHEARWALL PER SCHEDULE EXTERIOR WALLS,SHEAR WALLS,&AT EACH FLOOR U 1 0 E LEVELANDAT ROOF. � ELEVATION (1)CS16x36��T&BOF 3 ROOF TRUSS PARALLEL TO S.W. 4 DBL. TOP PLATE SPLICE 5 EAVE ROOF WINDOW OPENINGS(AS S3 3/4"=1'-0" 33 3/4"=1'-0" ��— �_ �� SHOWN TO MINIMUM 2x S3 — MEMBER FILLALL HOLES w/Sd NAILS BEND STRAPAROUND SHEARWALL WALL BEAM OR MULTI.JOIST BEAM OR MULTIPLE JOIST PER PLAN (1)2x STUD 2 ROWS P�� A/�/ @ HOLDOWN 8d 4"o.c. � STAGG. ��oF`�'asy�� C S 16 ST RAP 0 P E N I N (2)ROWS 16d @ 6��O.C. _ FLOOR PLYWOOD � z FLOOR PLYWOOD A35�16"o.c. � � G 2 CS16 HOLDOWN AT FLOOR � .o �G�5 E��O ��' S3 3/4��=��-�� S3 FLR.PLYWD EDGE NAIL � SEE PLANS FOR # OF HOLDOWNS FLOORJOISTS(PERPLAN) �`��ONAL ENG\� 2x BLOCKING 31/2"L.S.L. EXPIRES 5242017 8d @ 4"O.C. A35 @ 12"O.C. � LTP4 @ 12"O.C. i� SIMPSON CS16 STRAP TIE E.N. �'� � w/(28)8d NAILS PLY. EDGE NAILING FLR JSTS EDGE NAIL SHEATHING PER PER PLAN SCHEDULE SHEARWALL PER PLAN EDGE NAILING EDGE NAILING BOTTOM PLATE EDGE NAIL A35F @ 16"o.c. (1)2x STUD NAILING PER @ HOLDOWN 2x SOLID BLKG SCHEDULE LY.ED E NAIIING @ HOLDOWN STUDS SHEARWALL PER PLAN FLOOR PLYWD TRUSS DRAG STRUT �P) EDGE NAILING PER PLAN 9 CS 16 HOLDOWN AT FLOOR SHEARWALL PERPENDICULARTO FLOOR JOISTS � A35 CLIP PLYWD(2)SIDES DBL BTM.PLATE @ 16"o.c. DESIGN FOR 300/#1 PER SCHEDULE 16d @ 4"O.C. S3 .� LATERALLOAD SEE PLANS FOR # OF HOLDOWNS _ 16d @ 4"O.C. EDGE NAIL (2)ROWS(2)LAYERS (1)H2.5 EA.SIDE EDGE NAIL FLR.PLYWD EDGE NAIL EDGE NAILING Q 16d @ 16"O.C.@ JSTS � OF DBL JOIST CONT RIM (@HOLDOWNS 16d @ 4"O.C. TYPICAL) (2)ROWS 8d @ 6"O.C. FLOOR PLYWOOD 16d 4"O.C. � W (OR PER PLAN SHEARWALL PER PLAN ��4 O � EDGE NAIL N Q EDGE NAILING PLY.PER SCHEDULE 3 1/2"LSLOR DBL RIM JSTS.PER PLAN � ��1 � JOIST PER PLAN A35�12"O.C. BOTTOM PLATE NAILING Z 1� � � LTP4 @ 12"O.C. PER SCHEDULE � � 16d @ 4"O.C. � � �c4 CONTINUOUS 2X4 CONT.@ SHEARWALL SHEATHING PER EDGE NAILIN 8d @ 6"O.C. Q O � � SCHEDULE FLR JSTS EDGE NAIL 7 DRAG STRUT TRUSS PER PLAN FLOOR PLYWOOD EDGE NAI�ING � � L � S3 3/4��=��-�� PLYWD PER SCHEDULE t!J r � SHEARWALL PER PLAN � � FLOO JSTS(PER PLAN) �/ � W U 6 CANTI LEVERED FLOOR `'` � � � SHEARWALL PARALLEL TO FLOOR JOISTS N � W �/ S3 ,i 2XCONTNAILER.W�'� s FRAMING DETAIL FOR (2) SIDED SHEAR WALL Q N W � DIA.CARRAGE WELDED — �24��O.C.STAGGERED s 3 J O I S T O R B E A M �o I N T. S H EARWALL TO FLOOR ABV. � C n 10d 6"O.C. PER PLAN EXTERIOR WALL S3 2X BLOCKING 1-1/8"PLYWOOD 2X12 @ 16"O.C. � CONT.2x RIM JOIST PLYWOOD PER SHEARWALL PARALLEL TO FLOOR JOISTS BOTTOM PLATE NAILING �"� N SCHEDULE PER SCHEDULE � � BOTTOM PLATE NAILING SHEARWALL PER PLAN CONT.2x RIM JOIST �T WALL SHEATHING PER SCHEDULE � PER SCHEDULE FLOOR PLYWOOD � PLY.SPLICE BOTTOM PLATE NAILING � E.N. PER SCHEDULE PLY.SPLICE FLOOR JOISTS(PER PLAN) -�- 16d T.N.@ 16"O.C. FLOOR PLYWOOD EDGE NAILING EDGE NAILING BATOP FLANGE HANGER EDGE NAI�ING 16d T.N.@ 6"O.C. FLOOR PLYWOOD SOLID BLOCKING TUGHT FIT W/ PLY.SPLICE �"THRU BOLTS @ 24"O.C. EDGE NAILING J015TS(PER PLAN) FLOOR JOISTS(PER PLAN) WF BEAM PER PLAN E•N• PLY.SPLICE HANGER IUS1.8/11.88 PLY.PER SCHEDULE EDGE NAILING 2x SOLID BLK'NG. 11 7/8 TJI JOIST EXTERIOR WALL CONT.PLY SHEARWALL PERPENDICULAR TO FLOOR JOISTS FROM ROOF TOFLOOR METAL BEAM CONNECTION 12 JOIST PERPENDICULAR TO EXTERIOR WALL 13 INTERIOR SHEARWALL TO FLOOR 14 JOIST PARALLEL TO EXTERIOR WALL ed�s"o.c. 11 �sd�a��o.c. �BLOCKING S3 3/4"=1'-0" S3 s3 BELOW s3 A35 CLIPS 2x STUDS@16"o.c. ROOF PLY. 2x LEDGER 8d @ 4"O.C. w/3-16d@16"o.c. PLY.TO BLOCK 8�_�� (2)A35 CLIPS (2)2x6 BLOCK (6)16d BRACE 2x TRUSSES @ 24"O.C. TO BLOCK 2x OUTRIGGER(OPTIONAL) EGDE NAILING EDGE NAILING � 8d@6"o.c. � � DBL.TOP CHORD MONO TRUSSES PER PLAN 16d@4"o.c. • • • • HORZ.WEB BRACING BY • • • • TRUSS MFGR. PER T.P.I.SPECS. FLOOR PLY. � NAIL TO ALL TRUSSES Project 15-032 16d @ 6"O.C. FILE NUMBER . . . . MID HEIGHT FLOOR JOIST . . . DRAVIM BY PER PLAN STRUCTURAL TRUSS w/2x4 LFS FLAT INLET STUDS @ 24"O.C. TRUSS HANGER A35 CLIP@16"o.c. 2x10 LEDGER 2x6 CONT.@ GABLE-END TRUSS Date PER PLAN (2)A35 CLIPS(ONE EA.SIDE) 09-30-2015 w/6-16d@16"o.c. 2x STUDS @ 16"o.c. (2)2x6 DIAGONAL'T'BRACE 16d @ 6"O.C.(TRUSS TO Zx6) @ RIDGEAND @ 10'-0"O.C.MAX. EDGE NAILING (VERIFYw/TRUSS MFGR.) y�CONT. EDGE NAILING sn�t CONT. PLY FROM ROOF T01 FLOOR 16d @ 6"O.C.2x6 CONT, 7/16"O.S.B.OR TO TOP PLATE 1/2"PLYWOOD 15 LOW ROOF FRAMING PERP. �s TYP. GABLE TRUSS DETAIL S3 3/4"=1'-0" S3 3/4"=1'-0"