3623 HOYT AVE 2017 Plans 2022-11-23

� ' . . . . . . y �� . SNEA(�WALL SCHEDULE (CDX) SNEARwA�� NOTES , � � SILL PLATE � BOTTOM/TOP � . ALL STUDS, BLOCKING, TOP AND BOTTUM PLAT�S aNALL BE NEM-FIfZ NO. 2 UNL�55 NOTED OTHERWISE ON �� I N � �,�' MARK ShEAThiN� �DGE NAIL.ING FIELD NAILING CC�NN . @ FNQ PLATE CONN. PLANS. ALL St1EAThING EDGES MUST BE BACKED WITI1 2x OR WIDER FRAMIN� (SEE NOTE #3). � ,:H QI �/8' CDX ONE FACE 8d @ 6" O/C 8d @ I 2" O/C �g� � A.B. @ 48° O/C W LTP4 @ 20" OIC W/ 2x 2. ShEATr-iING MAY BE INSTALLED EITHER HORfZONTALLY C?R VERTICALLY. ALL SHEARWALL Sf1EATHING MUST 2x 51LL PLATE BOTTOM PLATE �XTEND TO TNE OUTISD� �DGE OF ALL NOLDOWN P05T5 AND CORNERS, AND TC7 TNE INSIDE EDGE UF FRAMiNG AROUND OPENfNGS. � v .�.� w 3. SNEARWALL NAILING CRIT�RIA fS BASED ON TABLE 4.3A OF SDPWS 20 I 5. VALUES ARE BASED ON t1EM-FIR � � NO. 2 FRAMING W1Tt1 COMMON NAfLS. O o � FOR DOUBLE SIC7ED �NEARWALLS, N 4. HOI�DOWNS AND OTt1ER CONNECTIONS MAY B� R�QUfRED AT Tt1E �NDS OF MANY SNEARWALLS. SiZES AND � tn > hN NOLDOWN P05T. SEE TNE SHEATNING ON EACN FACE LOCATI�NS O� TN�SE GONNECTORS Af�E IND(CATED ON Tt1E PLANS. REFER TO ThE APPROPfZIATE DETAILS Q � m `.r. � I-10LDOWN SCNEDULE OR LENGTr1 OF MUST EXTEND CONTINUOUS AND/OR t10LDOWN SCHEDULE FUiZ ADDlTIONAL (NFORMATION REGARDING ANCNOR BOLTS, EMBEDMENT � � o '� o PLAN �OR MINIMUM ShEARWALL BETWEEN HOLDOWN POSTS A5 l�ENGTN, ETC. WNERE (2) 2x's ARE USED A5 A t10LDC7WN P05T, SN�ARWALL EDGE NAfLiNG MUST BE STAGGERED � � � � R�QUIREMENTS SNOWN. 1NT0 EAC11 MEMBER OF TI1� PdST. U} "�' m L � m a uQ �, .� �? o � o � ,'. � `' ; ,, , 5. ANCt10R BOLTS MUST B� �MBEDDED A MINIMUM OF 7" INTO CONCRETE OR GROUTED CMU, AND 511ALL BE � N ��, � ` ` l � - -== - PLACED TO PROVIDE A MINIMUM UF 2" GOVER. PROVIDE 3" COVER FOR CONCRETE CA�T A6AIN5T SOIL. A -- °� � m -- - �� - - - _: ..._ .. � N � OPENING PER PLAN 3X3X.229" PLATE WASNER fs REQUIRED. THE PLATE WASHER SNAL EXTEND TO WIThIN %2" O� TNE EDGE OF Tr-i� � w � # # BOTTOM PLATE QN TNE SNEATHED SIDE. FOR 2X6 WALLS SF1�ATt1ED ON BOTH SIDES, Tt1E PLATE WA5t1ERS MAY BE STAGGER�D, OR YOU CAN U5E 4 /2 X4�z X .220 WASt1ER CENTERED ON Tf1� PLATE � z LOCATION O� NOLDOWN ST�p � �� o TO B� INSTALLED 6. ALL MACNINE BOLTS SNALL B� ASTM A307 OR BETTER. i11LTl KWIK BOLTS/SIMPSON TITEN t1D B�LTS C?� THE �-TYPE QF NOLDOWN TO BE SAME DIAMETER AS Si10WN IN TNE SNEARWALL SCNEDUL.E MAY B� SUBSTlTUTED FOR ANCNC?R B�LTS INTO � lNSTALLED EX(STING CONCRETE. B�LTS SNALL BE EMBEDD�D A M(NiMUM OF 5" INTO EXISTiNG C�NCRET�. SNEARWALL DE5IGNAT(ON - 5�E SNEARWALL 7. ALL NAIL.S AND CONNECTOR� IN CONTACT WITF1 PR�SSURE TREATED WOOD (EXCEPT �OR BORIT� TREATED SCNEDULE FOR FRAM(NG, NAILING AND WOOD) MUST BE NOT DIPPED GALVANIZED OR STAINf�ESS STEEL TO RES15T CORR05fC�N. LATEf�AL MAI�KI �1G LEG�ND ANCNORAGE R€C�UIREMENTS 8. OSB OF EQUAL OR GREATER Tf11CKNE55 MAY �3E 5UB5TITUTED FOR CDX SPECIFIED IN SHEARWALL i � I I SCN�DULE. � � I I ROQF TRU55 � I I I I�OLDOUVN �J' CI��DULE I . Tt1� TRUSSES ShALL BE DESIGNED BY ThE �ABRICATOR TQ FIT DIMENSIONS AND L.OADS INDICATED ON Tt1E PLANS AND fN Tt1E STRUCTURAL NOT�S. ��OR NULDOWNJ INSTALLED IN NEW FC7UNDATIONS ALL DE5lGN� SNALL B� IN ACCORDANCE WITN ALLOWABLE VALUES A5S(GNED BY TNE BUfLDING CC�DE. CONCENTRATED MECNAN{CAL ROOF LOADS SHALL BE fNCLUDED IN TNE DES(GN. VER(FY W�IGNTS AND LOCATIONS W(TN Tt1E ARCN(TECT. SNOP DRAWINGS MUST BE RETAINED AT TNE JOB SfTE AND � THfZU BOLTS C�R MINIMUM AVAILABLE TO THE BUILDING INSPECTQR FOR REFERENCE. TNE TRUSS CAl.CU1..AT10N PACKAGE SNALL BE DESIGNED UNDER THE DIRECT SUPERVISION OF A }- MODEL NAILS/SGREWS EMBEDMENT EDGE D(ST. PROF�SSIONAL ENGlN��R LtCENSED iN ThE STATE OF WA5HINGTON. ThE TRU55 ENGINEER 51-1ALL A55UME ALL RESPON51BfLfTY �OR Th1E WORK OF ALL � SUBORDINATES INVOLVED IN THE PREPARATfON O� THE Tf�USS PLACEMENT PLANS ANp TN� TRUSS DESIGN DRAWINGS, w Q_., W - LSTt1D8/RJ ( I 6) I 6d SINKERS 8" f%" 2. SHUP DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED TO TH� ENGIN�ER FOR APPROVAL PRlC�R TO �ABRfCATION. DRAWINGS AND CALCU�ATION� � w cNp 511AL.L B� STAMPED AND 516N�D BY A REGISTERED PROFE5510NAL ENGINEER. TF1E Df2AWINGS SNALL S110W ALL CRITICAL DIMEN510N5 A5 WELL AS Tt1E � Q Q L O A D S T F i E T R U 5 5 E 5 A R E D E S I�N E D T O S U P P O R T. T H E T R U 5 5 E 5 A R� T O B E E R E C T E D A N D I N S T A L L E D I N A C C O R D A N C E W I T H T 1 1 E P l A N S, A P P R O V E D FABRICATOR D�AWINGS, AND INSTA�l.ATlON SUGGESTIUNS. CONTRACTOR St1ALL GIVE NOTI�ICATION }'RIOR TO ENCLOSING TNE TRUS5�5 TO P(�OVIDE � � � NOLDOWN NOTES AN CaPPORTUNITY FOR INSPECTION OF TNE INSTALIATION. DES(GN AND PROVIDE BRIDGIN� B�TWEEN THE TRU55ES, CONTINUOUS LATERAL BlZACING AND � � � DIAGONAL BRACING PER TRUSS PLATE INSTITUTE RECOMM�NDATIONS. SNOP DRAWINGS MAY CONTAIN Tt1E MANUFACTURERS ENGINEERING C� � � I . ALL-TNREAD BOLTS 5f1ALL CONFQRM TO ASTM A307. RESPON5IBI�ITY LfMfTAT10NS. HOWEVER, TNEY 511ALL MAKE NO STAT�MENT A5 TO TNE ENGIN�EtZ OF fZECORD RESPONSIBILIT(E5. � cr� u-� ll._.1 2. MINIMUM CONCRETE COMPRESSIVE STRENGTN f"c = 2500 P51. _ M(NIMUM WALL TN(CKNE55 IS 8". FOUNDATIQN� � 3. ALL HOLDOWNS REQUiRE A {2) 2x DF#2 POST UNLESS NC�TED I . TNE �OUNDATION DE51GN IS BASED ON Tf1E RECOMMENDATION IN TNE INTERNATIONAL �UlLDING COD� TABLE ! 804.2. �OUNDATION WORK SNALL BE OThERWfSE. WN�RE NULDOWNS ARE INSTALLED INTO TNE W1DE FACE OF PER�ORM�D IN AGCORDANC� WITH ChAPT�R I 8 OF TNlS CODE. THE STUD, STUD5 MUST BE STITCt1 NAILED TOGETt1ER w/ I 6d 51NKER5 �,15 F W,�sy� G� STAGGERED @ 4" o/c. 2. TNE FQUNDATION DES(GN IS BASED ON TNE FOLLOWING VALUES: �'' .��`� �� O v ,�r .-'; AL�OW. 501L B�ARING 1 500 P5F y x �`- �.. 4. MfNIMUM EDGE DISTANCE IS F�R F(�RMED CONCRETE EXPOSED TO SO(L �RICTION .35 � r � � WEATNER OR SOIL. FOR CONCRETE CAST AGAINST SOIL PROVIDE 3" EQUIV. FLUID PRESSURES ``" �' �� CLEAR TO ANC�tOR BOLT. ACTIVE PRE55URE* 35 PCF � '�Fcis�� PASSfV� PRE55URE 250 PC� �S�oNu,�� 5. NAILSiSCREWS TO hOLDOWN POST 5t1AL� B� PER MANUFAGTURER'S �� SPECI�ICATfONS. 3. Al_L FOOTINGS St1ALL BE FOUND�D AT LEAST I 8 B�LOW TNE UNDISTURBED GROUND SURFAC� OR TO FR�ST DEPTt1. ALL �OC�TiNGS St1ALL BE FOUNDED C?N COMPACTED F1LL OR UNDISTURBED NATURAL GRADE UNLE55 OTNERWISE NOTED. Drawn By: DP 6. WH�N FIELD CONDITION BECOME LE55 TNAN MINIMUM 5t10WN, Checked By: CCC CONTACT ENGINE�R PRIOR TO PRUCEEDING. 4. CQMPACT(ON: MATERIAL �OR. FILLING AND BACKFILLING SHALL CONSIST OF THE EXCAVATED MATERIAL AND/OR IMPORTED BORROW AND �r-1ALL BE Date: I I -29- 1 6 FREE OF ORGAN(C MATTER, TRASH, LUMBER, OR OTf1E� D�BRIS. ALL WALLS ShALI. BE ADEQUATELY BRAC�D PRIpR TO BACKFILL(NG. �ILL AND BACKFILL SFIALL BE DEP051TED fN LAYERS NOT TO EXCEED 8 INCIIES ThfCK, PROPERLY M015TENED TO APPROXIMATE OPTIMUM REQUIR�MENTS AND TN(�ROUGNLY SDA JOB NO. ROLI�ED OR COMPACTED WITN APPROVED EC�UfPMENT fN SUCk1 A MANNER AND EXTENT AS TO PRODUCE A RELATIV� COMPACTIDN OF 90% OF MAXIMUM �g45 P0551BLE DEN5ITY AS DETERMINED BY ASTM D 1 557. t1AND TAMPERS St1ALL WEfGH AT L�AST 50 POUNDS EACi1 AND SNALL NAVE A FACE AREA NOT fN EXCE:55 OF 64 SQUARE INCNES. NAND TAMPERS MAY BE OPERATED EITNER MANUALLY OR MECNANICALLY AND SNALL BE USED WhERE LARGER POWER DRIV�N COMPACTION EQUIPMENT CANNOT B� USED. STRUCTURAL FfLL OVER f 2" DEEP SHALL COMPLY WITN A GEOT�CNNICAL REPORT. STRUCTUIZAL NOT�S �� . � .� , ... s- � . o