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<br /> F�ooR sHEA rHiN� 5/4X4 DE�'KING � �
<br /> NAILING c�6" MAX.0.C. ' \
<br /> TO JOIST {y�HOLD DO{�lV� 2X8 DECK JOISTS PT 2X10 DF#2 �16"O.C.DECK JOISTS Y�
<br /> :-�
<br /> CCQ66SDS2.5 CCQ&6SDS2.5 NOTES. ��
<br /> POST CAP POST CAP -
<br /> PT POST6X6 PT POST6X6 PF P05T6X6
<br /> ` o � � � EA END POS�SCAP PLAt�S SHOULD BE RE�IE�'ED BY ALL SUBCONTRACTORS PRIOR TO STARIING
<br /> 0 0 0 _ �
<br /> 6X1 F,�2 6X1 F�2 CONSIRUCTION ;p M ,
<br /> � -' - �RITlEN Dl�IENSiON TAKE PRECEDENT O�ER SCALED Dl�£NSION, � ~
<br /> 0
<br /> � ALL HEADERS TO BE(2)2x10 H��l flR�2, D ICAL, U,N.Q, NAIL TOGEIHER �/ � �
<br /> 16d � 16"p,C, TOP AND BOTT�STAGGERE.
<br /> ALL EXTERIOR �'AL1S TO B£FRAMED �TH 2X6 N,F. (STUD GRADE OR BET7ER). �" N
<br /> HOLD—DO��N OR S/MILAR \ PRov�o�R-21 eArr�Nsu�AnoN�liN�MuM, �Na Q �
<br /> TENSION DEI/lCE 2xs �5' 0N UNDER S1DE / / ALL fRA,�E NA/L/NG TO C0�lPLY�ITH TABLE R602,3(1), 2015/.R.C. BLOCK ALL Q o
<br /> NO TE OF DECK JOIST F S �f6d � APA RAI�D SHEATHING£DGfS AND NAIL �ITH 10d AT 6 0.C. TYPICAL, U,N,0. _ �
<br /> HOLD-DO N rENSION �EI/ICES SHALL BE PROI/IDED IN DECK ALLS PER JOIST ON SNEAR {�ALL SCHEDULE. NAILING INTO PRESSURF TREATED �1ATER/AL SHALL
<br /> W � � pTT22 � EACH END BE HOT-DlP GAL�AN/ZED PER ASTM A153. � `t
<br /> NOT LESS THAN T{�0 LOCATIONS PER DECK,AND EACH 2X10 tE�GER � �
<br /> POS x PT POST6X6 JOiSTS UNDER A�D PARALLEL TO BEARING PARII7/ONS ABOIIE SHALL BE DDUBLED
<br /> DE►/ICE SHALL HA l/E AN ALLOWABLE STRESS DESJGN 2X IEDGER FASTEN TO HOUSE{�/%"� � � UNO, PROI�DE 2X SOLID BLOCKING BELO�BEAR/NG PARTIIIOI�S PERPENDICULAR : � .
<br /> CAPACITY OF N0� LESS THAN 1,500/b R502.2.2.3� LAG SCRE{�S � �6"O.C. & (2)RO{�5 OF '� LUS 101 GR UF a) 1 X 11 f/4 ,�2 A
<br /> I (2)2X6 TO JOISTS, UNO. INSTAL� �OOD l-JOISTS PER MFG. SPEC/FIEA 110/yS .O o
<br /> 16d NA/15 �4"O.C, t2� � z1�X UF�151/�X 10 1/2 GL PRO�/DE 2X SOLI� BLOCklNG AT JOISTS 0{iE'R S1lPPORTS: SEE,�FG. SPECS. FOR '� m
<br /> _ � —� � _ �OOD l-JOISTS. . � �
<br /> , HDR/UF�2 31/2 X 10 1/2 6LB-� �� ( ^ � i � PRD�I�E F/RE BLOCKily6 AT ALL PLU�IBlN6 PENETRAAONS AND J�ALL/RODf -E-' a
<br /> DECK/HOUSE LA TERAL DETAIL UF,�br ��2 x » >�4 oF�2 � � INTERSEC110NS � �
<br /> I I � � � � : :. : : � I �, �ETAL FRA�ING C0�/NECTORS SPECIFIED ARE�IANUFACTURED BY THE Sl�IPSOI y � w
<br /> 1 .. . .
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<br /> � _ _ — ` , CO�IPANY. SEE LATEST CAT,410G EDIIION INSTALL PER SPECIfICAl10NS USE o
<br /> � � ONL Y EQUII/ALEHT SUBSTITUTIONS, � N
<br /> ' I P T#16x6 -30 ° ALL METAL COIyNECTORS SUPPORTED BY PRESSURE TREAIFD�IATFRIAL SHALL BE �,�' N
<br /> �312X j ( ( � "ZMAX"(Gf85 HDG PER ASTM A663) OR EQUI{/ALENt A�D FASTENERS PER ASTi�I
<br /> A163.
<br /> ( UF�4 1/1X 1 f 1 9�Df#2 � ,�LL CONCEALED �0/DS TO BE fIRE AND DRAFt STOPPED PER SfCT/ON R602,&, .
<br /> ( � 2015I.R,C. �
<br /> I I �� _ HD u g � fNGINEERE� LU�IBER SPECIF/ED SHALL �IEET OR EXCEED THE DESI�N STRESS W �
<br /> I ( 31/Sx 10 f/2 GL Sf S� �ACUES iNDlCA1FD ON SHEET 1, INSTALL PER�IFG. RECOMMEN�ATIONS. 77JESE
<br /> DRA�?NGS ONLY SHD{�SIZE, SPAN AND SPACING. U �
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<br /> � � � S1 F,�10 31/�X 111/4 Df P � I � ° ° / �
<br /> A10 �3)2X � � I I ALL JO/STS TO BE
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<br /> R507,2,2 BAND JOIST AITACHED BY A LEDGER lh/ACCORDANC� �ITH SECTION R607.2 SHALL BE A ,�lNl�U�12 /NCH-N0�lNAL, + .� , (
<br /> SOUD-SA{�'V,SPRUCE-P/NE-FIR LUMBER OR�l�Jl�lU�11-INCH BY 9 �/Z-INCH DIMENSIONAL. DOUGLAS f/R, tA�1/NATFD I/ENEER I � a ' ��Q ` I � ` I
<br /> LU�IBER. BAND JOISTS ATTACHED TO A LEDGER lN ACCORDANCE�ITH SECTION R507.2 SHALL 8E FULL Y SUPPORTED BY�ALL f I � � � � '`
<br /> — �_ � - - - - - --�-�- - --� —f
<br /> OR SILL PLATE BELO{� 1 -
<br /> R507,2.3 FASTENERS USED lN DECK LEDGER CONNEC710NS lN ACCORDANCE {�TH TAB1E 507,2 SHALL BE HOT-DIPPED ( (32X4 � � Y
<br /> GAL►/ANIZED OR SrAINIESS STEEL AN� SHALL BE 1NSTALLED IN ACCORDA�CE �ITH TABLf R607.2,1 A/yD F/GURES R607,2.1(1) I ( � -3Q (�.
<br /> I � 6x12DF�2 �
<br /> AND R607.2.1(2). I ( �3)2X (312X LE C7 E N� Q
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<br /> !— � QENOTES POSIING UNdER CONCENTRATE�LOADS PRONDE POSTiNG THf N
<br /> FASTEN�NG SCHEDULE-RDOF, fL00R AND {�ALLS REQUlRE,�IENTS lS TABLE R602.3(11 j�DTH OF S1UD {�ALL X BEAM�I�TH {�TH EIIHER SOLiD �{'OOD POST OR .�-
<br /> THE SIZE, HEIGHT ANQ SPAC/N6 OF STUDS SHALL BE lN ACCORDANCE�ITN TABLE R602,3,(5). � - -- -- � �IUL IIPLE 2x STUDS, TYPiCAL, t/.N 0. �
<br /> ' ■ DENOTES LOAD POINTS FROM LOAD ABO►�E' Q '
<br /> R602.7 HEA�ERS FOR HEADERS SPANS SEE TABLE R602.Z(1), R602,7(2) AND R602 7�).
<br /> R602.7.1 SINGLE HEADERS SHALL BE FRA�IED �IIX A S1�GLE f�AT 2-lNCH-NO�INAL �E�18ER OR �Att PLATf NOT LESS/N � �
<br /> �IDTH lHAN THE �ALL STUDS ON THE TOP AND BDTTOM Of THE HEADER lN accordance {�1H fIGUR£S R602.7.1(11 AND W
<br /> R602.7.1(2) AND FACE NAILED t0 THE TOP AND BOTTOM OF THE HEADER �'TH 10d B0�N�1ILS (3SPACElI 12 ~
<br /> CENTER. PREFABRICATED PL 1'�DOD y�EB JOISTS SHALL BE DESIGNED BY THE MANUFACNRER FOR THE Q
<br /> SPANS AND CONDITIDNS SHO{�iV ON THE DRAWINGS AND SNALL 8E FURN/SHED AND lNSTALLED /N �
<br /> R602.7.2 Rl�BOARD HEADER SIZE; MATERIAt, AND SPAN SNALL BE lN ACCORDAIyCE �1TN TABLE R602.7(1) FOR RI�I BDARD CONFORMANCE {�ITH THE MANUFACTURER'S /NSTRUCTIONS THERE PRODUCTS SHALL BE
<br /> HEADERS RIM BOARD HEAD£RS SHALL BE CONSIRUCT£D JN ACCORDANCE �IIH FIGURE R602.7.2 AND SHALL BE SUPPORTED �ANUFACTf/R�D TO THE STANDAROS 5ET FORTH /N �IE lCC REPORT No,ESR-1153.
<br /> At EACH END BY FULL HEI�HT STUDS THE NU�BER OF FULL HEIGHT STU�S AT EACH END SHALL BE NOT LESS THAT THE PREFABR/CATED OPEN I�B {�OOD JOISTS SHAtL BE DESIGNED BY THE MANUFACTURER FOR THE
<br /> NUMBER OF S1UDS D/SPLACED BY HALF OF THE HEADER SPAN BASED ON THE�IAXI�lU�I STUD SPACING lN ACCORDANCE {�TH SPANS AND CONDITIOIyS SHO�( ON THE DRAW/N�5 AND SHALL BE FURN�SHED AND �NSTALLED !N
<br /> TABLE R602.3(6). RI�I BOARD HEADERS SUPPORT/NG CONCEN7RATED LOADS SHALL BE DE$I�NED lN ACCORDANCE �ITH CONFORMANCE WITH THE MANUFAeTURER'S /NSTRUCTIONS, THESE PRODUCTS SHALL BE
<br /> ACCEPTING EN�INEERING PRACIICE. MANUFACTURED TO THE STANDARDS SET FORTH !N THE lCC REPORT No. ESR-1774
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