1830 106TH ST SW 2013 Plans 2022-12-02

z Ct � BR�GEI� W�rLL 1�lOT�s: R403.12 GONTINUOUS FOOTING IN SEISMIG DESIGN GATEGORIES DO,DI AND D2• TFIE BRAGED WALLPANELS AT EXTERIOR WALLS OF BUILDING5 LOGATED IN SEISMIG DESIGN GATEGOR{E5 DO, DI AND D2 SHALL BE SUPPORTED BY CANTINUOUS �OOTINGS. ALL REQUIRED INTERIOR BRAGED WALL PANELS IN 6UILDiN65 WITH PLAN DIMEN510N5 � 6REATER THAN 50 FEET (15 240 MM) SFfALL AL50 BE SUf'PORTED BY GONTINUOUS � 2 � O OOTI NGS. �r� R602.10.1.2 LE1�lGTH OF BRAGING. THE LEN6TH OF BRAGING �� ALON6 EAGH BRAGED WALL L1NE SHALL BE THE 6REATER OF THAT REQUIRED BY THE DESIGN WIND SPEED AND BRAGED WALL LINE �, SPAGIN6 IN AGGORDANGE WITH TABLE R602.10.1.2(I) AS w AD.�ISTED BY THE FAGTORS IN THE FOOTNOTES OR TtfE SEISMIG � DE51GN GATEGORY AND BRAGED WALL LINE LENGTH IN AGGORDANGE WITH TABLE R602.10.1.2(2) A5 ADJUSTED BY THE FAGTORS IN TABLE R602.10.1.2(3) OR BRAGED WALL PANEL LOGATION REQUIREMENTS O� SEGTION R602.10.1.4. ONLY � WALLS THAT ARE PARALLEL TO TME BRP�GED WALL UN� SFfALL BE GOUNTED G TOWARD THE BRAGING REQUIREMENT OF THAT LINE. IN NO GASE SFfALL THE MINIhNM TOTAL LENGTFi O� BRAGII�i IN A BRAGED WALL LINE, A�FTER ALL � AD.�JSTMENTS HAVE BEEN TAKEN, BE LE55 THAN 48 INGHES (121q MM) TOTAL. R602.10.32 METHOD ABW: ALTERNATE BRaGED WALL PANELS. METHOD ABW BRAGED WALLPANELS GONSTRUGTED IN AGGORDANGE WITH ONE O� THE �OLLOWING PROVI5fON5 SHALL BE PERMITTED TO RFPLAGE EAGH 4 FEET (121q MM) OF BRAGED WALLPRNEL. � B c ^ O\NG DES�G,� !-Q R602.10.3.3 METHOD PFH: PORTf�I. FRAME WITH HOLD-DOWNS. METHOD PFH J�`' -� Q 3 BRAGED WALL PANELS GONS7RUGTEO IN AGGORDANGE WITH ONE OF TFiE � n �' o Q o 0 0 52-0 ci u. N z �OLLOWING PROVISIONS ARE ,4L.S0 PERMITTED TO REPLAGE EAGH 4 FEET OF F o � � �� � W � � �� BRAGED WALL PANEL A5 REQUIRED BY SEGTION Rb02.10.3 FOR USE ADJAGENT 24�_� ��2° 2�,-4 ��2„ n �� 3e� o� z TO O DOOR Ot'ENIHG WITH A WLL-LENGTH HEADER. � �SNi Ne��d uai m R602.10.4.1 GONTINUOUS SHEATHIN6 BRf4GED WALL PANELS. 5'-8" �'-2" 8' I/2" 4'-q 3/4" '-a I/4 2'-I 3/4" � a v U GONTINUOUS SHEATHIN6 METFfODS REQUIRE STRUGTURAL PANEL �, SHEATHING TO BE USED ON ALL SNEATNABLE SURFAGES ON ONE 51DE OF A � CS-WSP CS-WSP CS-WSP CS-WSP S-WS CS-WSP � BRAGED WALL LINE INGLUDING AREAS ABOVE AND BELOW OPENINGS AND GABLE � m END WALLS. BRAGED WALLPANELS SHALL BE GONST'RUGTED IN AGGORDANGE WITH 01� OF ThIE METHODS LISTED IN TABLE R602.10.4.1. DIFFERENT BRAGING � � I r3 _ n METHODS,OTHER THAN TF�05E LIST�D IN TABL� R602.10.4.1, SHALL NOT BE ❑ ❑ � 4 Q PERMITTED ALONG A BRAGED WALL LINE WITH GONTINUOUS SHEaTHING. �- " a = O�NC' DEg�C }Q TABLE R602.10.4.1 METHOD G5-WSP: WOOD STRUGTURAL PANEL SHALL BE A � J�� ,Y� w� � J O MINIMUM OF 3/8" TFfIGK. THE GONNEGTION GRITERIA SHALL BE bD GOMMON NRILS O ° � � � � �z AT 6" SPAGING (PANEL EDGES) AND AT 12" SPAGING INT�RMEDIATE SUPPORTS) � 4 = W �� w� 0 OR Ib 6A0 X I 3/4" STAPLFS AT 3" 5f'aGlNG (PANEL EDGES) AND b" SPAGING � � � ��/ � � �� o� (INTERMEDIATE SUPPORTS). � W, s a W o T A B L E R 6 0 2.1 0.2 M E T H O D G B: G Y P S U M W A L L 6 0 A R D S H A L L B E A M I N I M U M O F i/2° � Q � z �� Nb'�I�� c7 a T H�G K. T H E G O N N E G T I O N G R I T E R I A S H A L L B E N A I L S O R S G R E W S A T 7" S P A G I N G A T � � � Q Q o � PANEL ED6E5 INGLUDING TOP AND BOTTOM PLATES;�OR ALL BRAGED WALL ( GB °I I � ) GYPSUM BOARD I/{' P,4NEL LOGATIONS FOR EXTERIOR SHEATHING NAIL OR �__ � ,� SGREW 51ZE, 5EE TABLE R602.3(L);�OR INTERIOR GYPSUM BOARD NAIL OR ; SGREW SIZE, 5EE TABLE R�02.3.5 � _ _ � Q O Q � � � � N � � ^ � ry / � �'�' o � 1-# �, � - �, � � �' ry -� - G. � - - j '� � � � � � � � � � � ' o a � �- �- W � � � � �� Q � m Z Z � �� m �, � ,�C � 4� 4 J W � � � � � � � Z �- � �I � Q � o o � � � z � � � � Q � � � z � y SEISMIC CALCULATOR 3 � � Q = � SEISMIC FACTORS IRC TABLE R602.10.1.2 3 -- - � � � � � � O fl- � � ) ~ � � � m � O CS-WSP CS-WSP CS-WSP 5 � - L �D E A S Y G R 0 U P ADJUSTMENTS � o � �I` (� � STORY HEIGHT 1.00 � a a, � ° � � '� � WALL DEAD LOAD �.pp 3 �, � � ROOFICEILING DEAD LOAD 1.00 � � � v � � _- J� � STONE/MASONRY IN SDC G-D2 �a CS-WSP CS-WSP CS-WSP ~ CRIPPLE WALL ��a 4'-5 I/4" �'-10 I/4" 3'-S I/2" 4'-3" 5'-0 I/2" 3'-I i/2" SEISMIC FACTOR TOTAL 1.00 (OPT FOR 3RD CAR GARAGE) �2�� BRACED TOTAL BRACING � BRACED BRACING REQUIRED WALL LINE SfISMiC REQUIRED LENGTH WALL BRACING WALL LINE BRAGING SPACING FACTOR BRACING PROVIDED �, LINE METHOD LENGTH�ft) (ft) FACTOR TOTAL LENGTH(ft) (ft) STATUS � � �I ��` '�I Z 1 CS-WSP 52.00 8.84 1J2 1.00 9.90 29.85 OK 5GA E: � ��- �- ° I � � � � � s� L /4 -I O I I �l �! � � � I � Z � � � 2 CS-WSP 52.00 8.84 1.12 1.00 9.90 28.42 OK ,r, �, G.�_( O � � � A GS-WSP 28.00 4.76 1.00 1.00 4.76 28.00 OK Q z s B CS-WSPIGB 28.00 8.40 1.10 1.00 9.24 23.00 OK e= r3 '�� s, � � C CS-WSP 23.00 3.91 1.10 1.00 4.30 17.00 OK � ,�_ � � � � � � Q � ,,� � � � � � L � WIND CALCULATOR Q � r� Q �� IRC TABLE R602.10.1.2(1)FOOTNOTES r T 1 L � � � �■■i■■� � � � ODEASYGROUP WALLLINES � � � Z � NUMBER LETTERED � �' � EXPOSURE CATERGORY(B) 1.00 1.00 Q � Z o,� � � 2_ c d� � ROOF EAVE-TO-RIDGE HEIGHT 1.00 1.00 � � � ¢- ,� � WALL HEIGHT 1.00 1.00 0 � �� �� NUMBER OF BRACED WALL LINES 1.15 1.30 WIND FACTOR TOTAL 1.15 1.30 TOTAL BRACED BRACING REQUIRED WIND TOTAL PANELS WI REQUIRED BRACING WALL BRACING WALL LINE BRACING FACTOR GYPSUM HOLD BRACING LENGTH(ft} LINE METHOD SPACING(ft) (ft) TOTAL FACTOR DOWN LENGTH(ft) PROVIDED STATUS DA�TE: .1AN. 3, 2OI3 1 CS-WSP 25.00 3.75 1,15 n/a Na 4.31 29.85 OK 2 CS-WSP 25.00 3.75 1.15 nla nla 4.31 28.42 OK SGA�LE: NOTED A CS-WSP 24.63 3.69 1.30 nla nla 4.80 28.00 OK B CS-WSPIGB 27.38 7.85 1.30 nla nla 10.21 23.00 OK J�8 N�. �3�� C CS-WSP 27.38 4.10 1.30 nla nia 5.33 17.00 OK � � a w i ti ; ?� c � t ✓ S � l