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� <br /> N���(�i� �����I ��C CALC. LLOW CALC. LLOW <br /> �� v � �HEAR WALL SCHEDULE LOAD LOAD SHEAR WALL SCHEDUL� �o D LOADR SIMPSON USP EQUIVALENT <br /> (Ib/ft) pb�tt) pb��) (io�fr� H2.5A RT7A <br /> CHORD SPLICE NAILWG: 8 - 16d NAILS EACH SIDE OF SPLICE. SSTB1fi-SSTB36 STB16-ST�36 <br /> TRUSS BLOCKING: (4) - 16d (TOENAILED) 2X4 FRAMING. SHEATHE EXTERIOR WITH 3/8" 2X4 FRAMING. SHEATHE EXTERIOR WITH 3/8" HDU2-HDU5 PHD2A-PHD5A , <br /> FRAMING NAILING: <br /> SMARTSIDE WITH FO(L BACKING. SMARTSIDE WITH FOIL BACK(NG. HDU8 PHD8 <br /> STUD TO TOP PLATE, 2-16d END NAI� 16'-0" LONG TOTAL. 16' USED FOR SHEAR. 45 164 20'-0" LONG TOTAL. 0' USED FOR SHEAR, - - LUS24-LUS210 JUS24-JUS210 <br /> LS3Q/LS50 MP3/MP5 <br /> STUD TO SILL PLATE, 2-16d END NAIL OR 4-8d TOENAIL A NAILING: B NAILING: . ., � <br /> D�L. HEADER 16d @ 16" OC ALONG EACH EDGE � EDGE: 8d COMMON @ 6° OC � EDGE: 8d COMMON @ 6" OC LSTA9-LSTA24 LSTA9-LSTA24 � � � �� j f <br /> HEADER TO KING STUD 4-8d TOENAIL OR 4-16d END NAIL FIELD: 8d COMMON @ 12 OC FIELD: 8d COMMON @ 12 OC A24 TDL5 , ^ ,'��''. � �,s.f! �',� <br /> DOUBLE TOP PLATES, 16d @ 16" FACENAIL NO HO�DOWNS REQUIRED. NO HOLDOWNS REQUIRED. H1 RT15 � � � . �cf s <br /> H3 RT3A �� � 1. <br /> .� <br /> H6 LFTA6 �- ' <br /> UtVLESS SPECIFIED HEREIN ALL NAIL{NG SHALL BE 3-WALL DIAPHRAGM DESIGN. WALL 'B' IS iVOT A H8 LTW12 ,� -5= !�.: <br /> PER 2015 IRCTABLE R602.3�9 . SHEAR W�►1.L. SHEAR lS TRANSF�RRED TO WALL 'C'. PA51/PA68 TA51/TA71 � �{ '" � <br /> � ) � °'`fi. �.�.���F-uF� ����� �� <br /> ABA44/ABA66 PA44E/PA66E �-'��S'r ��.,� , �.;��� , � . <br /> UF'LIFT TRANSFER: PROVIDE SJMPSON H2.5A AT EACH END OF PROVIDE 2 MR-88 ANCHORS LOCATED BC4/BC6 C44/C66 �� l �U\ <br /> TRUSSES. APPROXIMATELY AS SHOWN. 70ENAtL �L�CFCENG TO TOP PLATE: 3-8d1 SLOCK A311 TDL10 <br /> 150 HST2 KHST2 <br /> PROVIDE 2X4 S�LID BLOCKING ON ALL UNSUPPORTED EDC,;ES OF SDS1/4X3 SCREW WS3 <br /> PLYWOOD ON SHEAR WALLS. 2X4 FRAMING. SHEATHE EXTERIOR WITH 3/$" 2X4 FRAMING. SHEATHE EXTERIOR WITH 3/8" A35 MPA1 <br /> SMARTSIDE WITH FOIL BACKING. SMARTSIDE WITH FOIL BACKWG. CS18/CS22 RS200/RS300 <br /> UNBLOCKED ROOF DIAPHRAGM CALC. LLOW 16'-0" LONG TOTAL. 16' USED FOR SHEAR. 45 164 20'-0" LONG TOTAL. 20' USED FOR SHEAR. �9 �^04 HTT4/HTT5 HTT16/HTT22 <br /> SHEAR SHEAR NAILING: NAILING: <br /> ROOF SHEATHING NAILING: �oaD LOAD c � CMSTC16 CMSTC16 <br /> BORDER: 8d COMMON @ 6" OC (Ib/ft) (Ib/ft) Q EDGE: 8d COMMON @ 6" OC � EDGE: 8d COMMON @ 6" OC � <br /> FIELD: 8d COMMON @ 12" OC FIELD: 8d COMMON @ 12" OC c' <br /> W O o cr, <br /> EDGE: 8d COMMON @ 6" OC W �' w c � <br /> F I E L D: 8 d C O M M O N @ 1 2 O C NO HOLDOWNS REQUIRED. NO HOLDOWNS REQUIRED. � � � � � � <br /> 29 164 U � � QHOO1 <br /> � <br /> �� � � O � w <br /> END WALL SHEAR TRANSFER: SHEATHING AT END WALL LAPS TOP � `� o <br /> Q � <br /> W <br /> PLATE OF WALL BELOW. PROVIDE EDGE NAILWG. REFERENCE � � � [-�+ � � o <br /> PROVIDE 2 MR-88 ANCHORS LOCATED � <br /> END WALL ASSEMBLY/A3. OR BALLOON FRAME END WALLS. � � <br /> APPROXIMATELY AS SHOWN. TOENAIL BLt)CKING TO TOP PLATE: 3-8d/ BLOCK � W �� � � <br /> �`' W `� v� Wr <br /> � � <br /> 150 L�7 � � � W �' <br /> WHEN PERFORATED SWEAR WALL DESIGN IS DESIGNATED, AREAS ABOVE AND BELOW OPENINGS ARE USED IN SHEAR CALCULATIONS. W � � q " <br /> REFER TO ANSI/AWC SDPWS. <br /> 0 <br /> m <br /> r <br /> T <br /> NU <br /> r � <br /> o � C� <br /> � � Y � � � <br /> U <br /> � � � � � <br /> � . . � cN vi � 'S <br /> W <br /> L � � ll � � �--� <br /> N o � o � of <br /> Z o �� NQ � � <br /> U X � LLI <br /> p � � U � � � > <br /> �. U f� � r- c� � �u <br /> � <br /> � d . � <br /> � � A' W � ppH <br /> W W � � � <br /> ZOLl�.I � a � � � � <br /> � _ � � O <br /> � a � � � � � vv <br /> z � v � W �' W � � � <br /> � � � � o � � w � <br /> � � � � � � � � � � <br /> � � = zz � � � W <br /> B D B D B D W f� 1� � � �'°' C7 <br /> � t� � � � � C, = z <br /> .., �. - <br /> 16'-0" 16'-0" DOUSLE TOP PLATES 8 H � H � m m Q � W <br /> 2X4 SOLE I N T E R L O C K A T S 3 <br /> PLATE TYPICAL ALL CORNERS � � o <br /> WALLS(U.N.O.) S3 �� o 0 <br /> � � } � � � <br /> � T � � <br /> � <br /> A A n � >' � "' � <br /> i i � � Q � � <br /> - - — — - - --� Q � �, Z <br /> 0 0`� _ > g� � W <br /> N <br /> V1 � oY � � ZW <br /> � ; T01 .�� � ,�- o �� <br /> � p � I � � � � t�- <br /> � � � •� � � �� <br /> O a LL tn U r. <br /> (fl = = X � NQ <br /> °O �r O <br /> o � M � z � <br /> � ' T � H <br /> 6�-O'X 6'-J' N � � � W <br /> STEEL FOUNDATION JOIST @ 16"O.C. WITH DOCR `V O d a <br /> 3/4°T&G DECKING. ATTACH WITH#8 SCREWS _ � 7 TRUSSES I � � a <br /> @ 8"O.C.ALONG END WALL EDGES AND N S3 S3 � ; @ 24"OC I D r a w n B y: P K <br /> 0 1 2'O.C. I N T H E F I E L D A N D S I D E W A L L E D G E S o � � <br /> N REFER TO DETAIL 3 ON SHEET S3 N w � N � I Date: 5/2���8 <br /> 0 3'-0'x 3'-0` � = X � <br /> �, WIND�V � Checked By: JR <br /> o N � Date: 6/18/18 <br /> M � r <br /> N � Revised: <br /> 0 2X4 WALL FRAMWG STUDS @ 16"OC 2 N <br /> N S3 � Revised: <br /> � J I <br /> _ W � N �It�@: <br /> 0 3'-0'x 3'-0' Q � � I _ <br /> � WIND�V � � <br /> g = X {�LANS ' <br /> - � �. To� SHEAR WALL SCHED <br /> ox �� <br /> .' N C+�j <br /> (1}MR88 EARTH ANCHOR AT EACH N M � � <br /> � , � _ _ � NAILING SCHEDULE <br /> CORNER OF BUILDING AND �`' <br /> (�- APPROXIMATELY AS SHOWN. C C Scale: 1/4�� - 'I�-O�� <br /> � v � 4 ANCHORS TOTAL � <br /> Sheet: <br /> � ' <br /> ' F4UNDATION PLAN FLOOR PLAN ROOF FRAMING PLAN <br /> � <br /> � <br /> Sheet 2 of 3 <br /> � <br />