|
PREMANUFACTURED TRU58 ShIC)WN�S SIMP. °A35"CLIP @
<br /> GENERIC. REFER TO ARCH. FOR"("(�P AND 2x RIDGE BEAM �• �YER �
<br /> z
<br /> O
<br /> BOTTOM CHORD SLOPE AND CFiORD PER PLANS �
<br /> DEPTH. MATCH BLOCKING DEP7H ROOF SHEATHING AND RDOF SHEATHING AND DORMER ROOF W
<br /> ACCOR�INGLY. NAILING PER STRUCI'URAL NAILING PER STRUCTURAL RAFTERS PER S1MP. "A35"CLIP HANGER @ EA. o=
<br /> NOTES RAFTER INSTALLED W/(12)8d x � °
<br /> NO�'ES PLANS '
<br /> 12 � �: 1 %z°NAILS (ALT RAF7ER SIDES �
<br /> 8d COMMON @ 4" O.C. INTO pER j�� TU AVOID NAIL INTERFERENCE)
<br /> BLOCKWG U.N.O. IN DIAPI�RAGM � 8 d @`�fl�•C• R O O F S H E A T H I N G ARCH�
<br /> S C H�D U L� A 7`T'I C INTO�LOCKING AND NAILING PER W '_
<br /> TRUSS�S STRUCTURAL NOTES� o
<br /> PER�RAMING 2x BLOCKING W/V�NT HOL�S P�F2 \ ' •
<br /> 12 PLANS ARCH, �R PROVIDE V-NOTCH • �
<br /> ��R C�NTERED @ TOP OF BL.00K:ING � �
<br /> 2x�LOCKWG ��C�� `
<br /> Q
<br /> RIM JOIST SHEAR FLOW
<br /> EAR FLOW CONNECTION PER SHEAR SECTION @ � �
<br /> RIM JOIST SH � WALL SCH�DULE ROOF RAFTER PER RAFTERS >
<br /> CONNECTION PER SH�AR WALL
<br /> SCHEDULE (16d @ 5"1'OE NAILS—� ' FRAMING' PLA�1 BIRD'S \ Ll'P4 @ 11"�.L'. W
<br /> �_
<br /> �
<br /> MOtJTH CUT FOR FtAT ROO� SH�ATHING
<br /> ALL OTHER LOCATIONS) ;� 8d @ 4"O.C. BEARING DORMER ROOF \ pRE NOTES�UCTURAL �
<br /> \ CONT.23c DF'#2 RIM RAFTERS BEYOND� \ MANUFACTURED
<br /> NAILED W/ 3 16d FACE 2x CON�'. RIDGE
<br /> 8d @ 4" O.C. SIM�'."H1"CLIP AT EACH � � � � (8) 16d COMMON r BEAM PER PLANS ROOF TRUSSES 8d COMMON NAILS @ �� �
<br /> TRI�SS TO DBL TOP PLATE NAILS{8-0 MIN. CONT. „ „ NAILS EA. KING STUD � EXISTING FRAMING fl �°
<br /> 'o MEMBER ROOF y "� �SIMP. H1 CLIP RT EACH 2x 1"RIMMER POS1'W/ 4 O.C. � �g.
<br /> �'A�'A CORNERS ��"A R A F T E R T O D B L T O P P L A T E T O R I D G E B E A M 2 2x KING STUDS (C O N T R A C T O R R E S P O N S I�L E ,z r ,,,t� ' . ,
<br /> CONT.2x DF#2 RIM �y � y ALTERNATE SIDES � ) �OR T�Mf'OF�AI�Y SHORING OF � •
<br /> NAILED W/MIN. (2) 16d I NFcILED W/16d STRUCTUR�DURING �I � `���
<br /> `'Y f � " �
<br /> COMMON NAILS @ 6" CONSTRUCl'lON)
<br /> FACE NAILS (8'-0"MIN. —CJBL TOP PLATE OVERHANG BUILT-UP TRIPLE O.C. S`TAGG�RED&
<br /> CONT. MEMBER @ 2x6 DBL TOP �
<br /> OVEFZHANG PER PLAN STUD COLUMN ALTERNAT�SIDES �
<br /> ROOF CORNERS} PER PLAN PLATE _ � — _ _ �
<br /> SHEA7H GABLE . �.r�
<br /> SHEAR WALL PER PLAN
<br /> SFI�AR WALL PER PLAN TRUSS TO ROOF � o
<br /> SHEATHED AND NAILED PER 2x DF�#Z OFt HF#2 SHEATHED AND NAILED PER 2x6 DF#2 OR HF#2 ��'r, � �
<br /> SHEAR WALL SCHEDULE (SW1 �— ,., „ SHEAR WALL SChi�DULE(SW'I IF STUDS @ 16"O.C.
<br /> IF NOT NOTED AS SHEAR
<br /> STUD,�@ 16 C�.C. NOT'NOTED AS SFI�AR WALL) STRAP�EAM TO ADJACENT PLATE W/ • � �
<br /> WALL) SECTION @ 51MP. "MSTC66"STRAP � �� ,�•
<br /> POST NEW BFAM/COLLECTOR � � °�
<br /> ELEMENI' PEFt PLANS . � � � � .
<br /> � ATT'IC T�IJSS T'O WAL�_ 2 FTE TO WALL 3 DOR�tiER RID�� ��AI�I ND �OST „ „ � ��, .
<br /> S� SCALE: 3/4"= 1'-0" G+� ,�'4, S1'MO.�.SPACING�� � � �
<br /> �7 � c� �
<br /> 07/27/16 ,
<br /> 2x COMPRESSION TRUSS PLATE
<br /> S�i�ATH A�lD NA�L WA�L g. LI
<br /> PER"SW4"
<br /> FIELD BUILT TRUSSES: 2x6 DF#2 TOP CHORDS @ 24"O.C.W/2x6 DF#2 EXISTING ASSUMEp o og`� Q�,
<br /> ,:.,
<br /> BOTTOM COLLAR TIES @ 24"O.C, HANG TO EJCISTING RIDGE BEAM W/ DOUBLE TOP PLATE � �
<br /> SIMP. "A35"CLIP AND �EAR ON N�W WALL. NAIL COLLA�Z TIE TO TOP
<br /> A ;�
<br /> OVERFRAME AS R�QUIRED FOR CHORDS W/(4) 10d COMMON FACE NAILS @ EACH INTERFACE SIMP. "LTP4"@ 11"O.C.TO 2x6 DF#2�a 18"O.C. ' '
<br /> PROPER ROOF SLOPES � ,, EXISTING RfM BEARING/SHEAR WALL(D�UBLE 47 � c�j �
<br /> STUDS @ END OF S�i�AR WALL) ���'
<br /> _ . . _ _ EXIS�"ING RIDGE�EAM TO
<br /> ONAI,,E��
<br /> ' REMAIN UNCHANGED MSTC66 STRAP CENTERED @ END OF PSL �
<br /> 2x6 DF#2 RAFTERS Q 24"O.C. F�OOR SHEATHWG
<br /> S�STER�D TO EXISTING FRAMING AND ��R STRUCTURAL
<br /> ; , ' � SPANNING TO NEW BEARING WALL.
<br /> BIRD'S MOUTH RAFTEFt F�R�LUSH . . �;�,', HANG TO FJCISTING RIDGE B�AM W/ NOTES '
<br /> BEARING AND PROVIDE BLC)CKING IN EA. • • ,%, • , ;
<br /> BAY @ BEARING WALLS.SECURE ALL �� � : '� SIMP. "A35"CL.IP _
<br /> �. SIMP. "HDUS"HOLD DOWN PER PLAN
<br /> ,;;%� ' ' -----------------i� `:_ EJCISTlNG EXTERIOR BRG WALL
<br /> TRUSSES OR RAFTERS TO B�ARING WALLS � 6 ENDS OF SHEAR WALLS ATTACH�D T'O
<br /> %; � '
<br /> WI SIMP. °H1°CLIPS EXISTING RAFTERS �%' �� � Tf� BE REMOVED SCREWS2x6 DF#2 STUD W/SUPPLIED 5DS
<br /> �XISTING FLOOR FF�AMING - �ti r--
<br /> �j%' ;' ; � ASSUMED END OF F �� "� LEDG�R PER DETAIL 9/S3 Robert Reed
<br /> TO BE REMOVED @ ��,-+�- �� _! ,� EXISTING RAFTERS ` �
<br /> NEW DORMER��: � ,� <_„ NEW PSL BEAM PER AND V�RIFY EXISTING 2x A R C W I T E C T
<br /> �%;'� %� �`= FRAMING PLANS DF#2 RIM OR ADD AS , ; NEW�ECK FRAMING TO
<br /> :%%� /� i i REQUIRED FOR JOIST i i
<br /> ,�/,� ; � , EJCISTING BEARING 2x4 DF#2 KWG S7UD CONNECTION ; ; R�PLACE EXISI'ING DECK PEFt
<br /> ;,; ; � � WALL TO BE REMOVED NANILED TO , , �4 PLANS .
<br /> ,;;% ;� CEILING JOISTS P�R I i TRIMMER W/16d �"�
<br /> ���;%� ;� STRUCTURAL NOTES � � ` COMMON @ 3"O.C. NEW OPEN9NG IN
<br /> ��, � � , ?�c12 DF#2 LEDGER SECURED Wi SIMP.
<br /> �\ ,%;� ,� ; ; Ya"�x 5"SDS SCREWS @ 8"O.C. EXISTING WALL EXISTING WALL � `
<br /> � , , � STAGGERED. HANG RAFTERS tN/SIMP. STUDS TO REMAIN
<br /> ��;� �� ; ; "A35"CLIP 2x8 DF#2 LEDGER SECURED TO 4309 Olympic�oulevard
<br /> �� � , , � n NEW BEARINGlSHEAR PONY WALL Everett,Washington 98203
<br /> ,,, , CONT. HEADER PER PLANS � � 4x6 DF#2 EXISTING RIM W/SIMP./4 t�3 (DOUBLE STUD ALIGNED W/ABOVE)
<br /> ;,;� ; , , NEW RAFTERS PER TRIMMER STUD SDS x 9"SCREWS @ 4"O.C. �
<br /> ��;%' ;� � � FRAMING PLANS p 425.349.7o�s
<br /> , , NEW BEARING WALL 2x � � STAGGERED. HA SGMP ILUS 8/ SHEATH AND NAIL PONY
<br /> %' � ' STUDS @ 16"O.C.(HEADERS i i WALL PER"SW4° e robart@rreedarchitect.com .
<br /> .' .' PER PLANS) ; ; 2x8 DF#2 JOISTS @ 16" %�� F1554 G3G ALL THREAD ANCHOR ROD w www.rrsedarchitect.com
<br /> „�'/ ,�' � ' ��C� SIMPSf�N ALL THREAD
<br /> COUPL�R AS REQUIRED .
<br /> _ _
<br /> 5 SE�TIO�V �IEW ROOIF F�4►MINC FOR SC)U1'�I �AT'HR�C��I �OI�iV1Et� �DC�1I�ION s F�SL EX1�1'ING INALL SIMPSONS/$SBx24 • FINISHEDGRADE
<br /> ANCHOR BOLT�HDUS .
<br /> a .
<br /> . �4 ' a
<br /> S� w P.T.2x4 MUD SILL PLATE W/
<br /> � . - � z %2"f�A.B. MIN. 7"EMBED W/3"x 3°xYa"
<br /> EXISTING -��,'� � � � THICK WASHER AT 19"O.C.&12" ,
<br /> FOUNDATION a. ., mZ FROM END OF EACH M�MBER. W
<br /> = a o . (U.N.O. IN SHEAR WALL SCHEDULE) � ,
<br /> ��
<br /> � CRAWL z W M� .
<br /> GRADE �
<br /> � (2)#4 TOP BARS N
<br /> 4 W �
<br /> BACKFILL � #4 HORIZONTAL � � � ,
<br /> CRAWLSPACE BARS @ 12"O.C. � �
<br /> . V! � �
<br /> � FREE-DRAINING G�ANULAR � `
<br /> : a � MA7ERIAL 12"W1DE MIN.TO � � �
<br /> WI�'HIN 12" OF FINISHED GRAD� .� ^
<br /> aa a �` OR PR�VIDE MIftA-DRAIN TYPE � � f"�'
<br /> #4 VERTICAL BARS @ 12"O.C. a ° ' DRAINAG�MAT SYST�M � � � �
<br /> CENTERED(ALT HOOKS IN FTG) (WATERPROOFING BY OTHERS} � � W
<br /> LAP BARS MIN.2'-1"IF REQUIRED aa N ,
<br /> LL
<br /> a , - 4"PERFC3RATED FOOTING DRAIN m M �
<br /> ' SURROUND W!GRAVEL o N �
<br /> Q , ' ' . . ' . • ' ' a . d �
<br /> U a d � �
<br /> t a �
<br /> Q � �
<br /> � .✓ : Q
<br /> � a . . � '.N�... 4 . ' �
<br /> � 4
<br /> � '��... (L)41oltl I.
<br /> #4 BARS �
<br /> ��. 6�� EQ. M � STRUCTURAL
<br /> U
<br /> DEl'AILS 2 �
<br /> �r�on �
<br /> S`T�P FOO�TING AS G�E
<br /> PERMITS. MAINTAIN A MAXIMUM 35
<br /> D�GR�E{FROM HORI�ONTAL)
<br /> '—PLANE FROM THE �O�'T�M EDGE �
<br /> OF TH�EXISTING FOOTING TO REVISION: - �
<br /> PER PL�ANS Bi�TTOM EDG�OF THE NEW C3ATE: 07-27-16
<br /> F0071NG DESIGN�D BY: JBL
<br /> CHECKE��Y: �
<br /> SCAL�: AS NOTED
<br /> "'�' �G� 1 ��� �I�VH�� �U1�1� OUT PROJECTNO: �1114
<br /> SHEEl'NO:
<br /> �4 �� , .
<br />
|