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<br /> SLAB JOINT NOTES: PROVIDE SIMILAR � �
<br /> 2'-0" MAX. THE l'OP SURFACE OF FOOTINGS
<br /> FOOTING CORNER BARS�STEM ;l � z �
<br /> UNBALANCED SHALL BE LEVEL.THE BOTTOM PROVIDE CONTROL JOINTS AT A MAXIMUM SPACING OF WIDTH WALLS � ! �-%" �
<br /> BACKFILL SU�2FACE OF FOOTINGS ARE 24 TO 36 x SLAB DEPTH EACH WAY IN BETWEEN (SEE �
<br /> PERMI'fTED TO HAVE A SLOPE NOT FOUNDATtON PLAN FOR RECOMMENDED LAYOUT) , - '
<br /> EXCEE[��ING ONE UNIT VERTICAL IN 10 , �/ �'' / � �
<br /> � ,.. � �
<br /> UNITS Fi�JRIZONTAL. FOOTINGS SHALL CONTROL JOWTS CONSIST OF THE=GREATER OF EITHER � i �
<br /> BE ST�cPPED IN ALL OTHER CASES. %4 x SLAB DEPTH OR 1 INCH (WET C6NVENTIONAL SAW) 4 4 EXISTING STEM WALL �'/ - � O . '.
<br /> a . FOOTING LONG. �'' � �
<br /> - OR 1 INCH FOR SLABS UF TO 9 INCHES THICK(EARLY OR FOUNDATION WALL "
<br /> a . REINFORCEMENT PER PLANS ��' ! a . �r:'; ,
<br /> ENTRY DRY-CUT SAW) POST IN-WALL Q � � �� / O'NCR TEOI TERFACE U
<br /> PER PLANS AND FOUNDATI�N DETAILS =� . .
<br /> a:' �°��'', tn
<br /> ° a EXTEND AS SHOWN � � �... , "
<br /> SAW CUTS MADE WITHIN 12 HOURS OF SLAB PLACEMENT a. ,;;�<�,, . { o
<br /> ..�-'` ;�•� -.';. .
<br /> 2x DF#2 OR HF#2 AND MADE AS SOON AS THE JOINT CAN BE CUT WITHOUT FOUNDATION AND �--' ,a . a
<br /> P.T.2x_MUD SILL PLATE Wl - � EDGES RAVELING.SAWED JOINTS SHALL BE FILLED WITH Q a � ' "
<br /> Yz"21 A.B. MIN. T` EMBED W/3"x 3"x%4" STUDS @ 16 O.C. REINFORCEMENT PER Q a a �- ',/ �- f �- 'i - be a � `` � � �'�� � � W
<br /> SEALANT AS COORDINATED WITH THE ARCHITECT. O T H E R D E T A I L S = _ ! a_,, ,�. `, i �-;' I �
<br /> THICK WASHER AT 48"O.C.&12" �----(2)#4 TOP BAR _
<br /> FROM END OF EACH MEMBER. �
<br /> (U.N.O. IN SHEAR WALL SCHEDULE) #4 HORIZONTAL
<br /> � a F- I— � ( �`_`^a,".., ' ; Q
<br /> . d , �1 �n Q � ' a a // Q '
<br /> BARS 12"O.C. �' v �
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<br /> U INCONTROLJOINT • a4 � � � ; i�. e :.;
<br /> CONCRETE SLAB& � o `� . <, ., � �
<br /> REINFORCING PER Q a .- �`.— =— � J J CORNER BENT L BARS � � 'a� !:� , ; a �
<br /> fn �_ v' a ' e e f � i . i �.
<br /> � ? • FOUNDATION PLAN a m N MATCHING FOOTING BAR SIZE. 4 I 1 .,° ,I, -' T` '�� a .
<br /> Q f� fA .�,< �: . C.7 . .
<br /> �� . � q a a PROVIDE(1)CORNER BAR FOR I � � ;'° <a d I �. '
<br /> --- _ —. a. a q a . � � EACH LON. BAR AND LAP � I - � , 4�, , `', a , �
<br /> #4 VERTICAL BARS ° ° a — — � — a= —° — , EXPANDED FOOTING `� Q SPLICE AS SHOWN. MIN BAR i � � '� / ='"T� � �.a r . i
<br /> @ ' �`
<br /> ? 12 O.C. CENTEREn � ° ° � 4 a BEND 2f IS 6"db � ,\E a � . - ,�. ,,�\\� ,,\.�, " ,;. .
<br /> ^ ° ° ° CENTERED UNDER ° m 00 � ' " :'"�' ;�° ' "i
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<br /> `-' ` � � _� �' REINFORCEMENT PER � °� a a , � ' �.Q . . � a.a � � . ° �. � `�,��'� �' � � ^ � -:� � .
<br /> �
<br /> � � � � � � � w PLANS(DO NOT CUTl � a� . � 4 a � ��� a; o . . � � � � � ;�,������ � .
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<br /> (2)CONT. �� � a � . . �. � ! // .
<br /> 4"PERFORATED FOOTING DRAIN �q,BqRS 4 PERFORATED � � ° 4 , ° a a ` .�, i�� a a � � .'
<br /> SURROUND W/GRAVEL � FOOTING DRAIN U �° a Q a 4 a . NEW FOOTING&STEM WALL °
<br /> EQ. 6" EQ. `� � SURROUND W/GRAVEL � ° ° REINFORCEMENT. DRILL 8�EPDXY : ° ° • T�I �
<br /> _ U EMBED 4 MIN. INTO EXISTING �,,.� �
<br /> NE1N CONCRETE ° :d o �
<br /> FOOTING CONTINUOUS FOOTING STEM WALL 8�EXISTING FOOTING W/ STEM WALL �
<br /> ��-��� , REINFORCEMENT BEYOND. CONTINUE SIMP. "AT-XP"EPDXY OVER FOOTING �� � ,;;•.
<br /> PER PLANS REBAR THROUGH .
<br /> PER PLANS WIDENED FOOTING NEW CONCRETE �� �� ? �
<br /> FOOTING PER PLANS • � �
<br /> � '�
<br /> �r � � �
<br /> � 6 TYPICAL STEM WAL.L W/ SLAB 2 RESIDENTIAL SLAB CONTR4L JOINT 3 EXPANDED FOOTING 4 TYPICAL CORNER FC�OTING REBAR 5 EXISTING TC� IVEW FOUNDATIDN � � � �
<br /> S3 3 �T� °� �
<br /> S S3 S3 S3 M �
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<br /> END OF SHIEAR
<br /> �WALL PER PLAN _ .. . , _
<br /> ' N Z N Z 07/27/16
<br /> � � 5" 5�� �- � .
<br /> .- �
<br /> SW� HOLD DOWN SW� _ O $. LI .
<br /> �_ STHD_STRAP DESIGNATfOhI PER PLAN -� � o � �g� p�' �r 4
<br /> DESIGNATION PER PLAN - '�. � � � '
<br /> � .
<br /> SHEATHING PER :3HEATHING PER
<br /> - RAILING SYSTEM BY OTHERS. RAIL �
<br /> SCHEDULE SCHEDULE SYSTEM SHALL BE CONSTRUCTED SO � � �
<br /> THAT A 4 SPHERE CANNOT PASS %4"x 3 Yz"SDS (3 SIMP./4 (�x 5 �c'� �
<br /> AS SHOWN ON PLAI�S r ! ; DECK LEDGER DECK LEDGER SDS SCREWS IN �u`����'"
<br /> THROUGH (SEE STRUCTURAL NOTES FOR WOOD SCREWS .� >
<br /> - - REFER TO DETAIL 8/S3 LOADING REQUIREMENTS) WALL STUD @ 16"O.C. �� STUD ���11
<br /> POST PER HOLD DOWN ATTACH 1'�0 POST W/ P.T. DECK LEDGER LEDGER ELEVATION DF#2 LEDGER •+
<br /> SUPPUED WO�ID SCREWS ' ' PT 2u BLOCKING OVER BEAM SECURE TO HOUSE RIM SECURE TO HOUSE LEDGER ELEVATION
<br /> SCHEDULE —� � ��
<br /> PER SIMPS�N SPECS. POST PER ' SIMPSON "ABA"CO�UMN BETWEEN EACH JOIST JOIST W/SIMP/4 f� WALL STUDS
<br /> FRAMING PLANS BASE MATCH TO POST SECURED TO BEAM W/ 3) 16d SDS x 3 Yi'GALV WOOD W/(3)SIMP.%4'0 x 5"WOOD
<br /> HDU_, PHD_AND HDQ_TYPE HOLD t�OWN �
<br /> SECURED TO DF#2 POST PEt�HOLD CIRCULAR SONO-TUBE DIMENSIONS (GALVANiZED GALVANIZED NAILS SCREWS AT 5"O.C. SCREWS AT .
<br /> DOWNS SCHEiDULE FOOTING f�PER PLAN OR STAWLESS STEEL) STAGGERED EA.VERT.STUD
<br /> STHD TYPE HOLD DOWN INSTALLED OV'IER SIMPS(�N LU SIMPSON°LUS28"JOIST HANGER �'' '. �
<br /> JOIST HANGER
<br /> DOUBLE STUD PER SIMPSON
<br /> s SPECIFICATIONS. U5E"STHDRJ"FUR a ° � DECKING BY UTHERS DECKING PER EXISTING FRAMING
<br /> RAISED FLOOR APPLICATIONS � �a' SCREWED TO PT JOISTS W/ ARCH. SHEATHWG PER Robert Reed
<br /> ,�; ' STRUCTURAL NOTES�
<br /> ' � PT RIM BAND SECURED TO EXTERIOR SCREWS A R C H I T E C T . �
<br /> � ANCHOR BOLT OR ALL THREAD ANCHOF�Rf�D PT JOISTS W/(4) 16d
<br /> .
<br /> � PER HOLD DOWN SCHEDULE.CONSULT:31MP. � � - P.T. DECK JOISTS q .
<br /> �; FINISHED GRADE GALVANIZED COMMON �
<br /> CATALOG FOR PROPER ORIENTATICTN OF �; FACE-NA(LED � PER P�RNS SE�URED TO � �; .,
<br /> ; ANCHOR 130LT ' {4; PT BEAM W/(3) 10d GALVANIZED
<br /> �; SILL PLATE SILL i'LATE ti a , �a � ' P T B E A M P E R �°,.: COMMON TOE-NAILED(NOT SHOWN) P.T. DECK JOISTS
<br /> (4)#4 VERTICAL BARS FRRMING PLANS PER PLANS JOISTS PER PLANS
<br /> ," CONC. FOUNDATION CONC. FOUNDaTiON �i� �' � � EVENLY SPACED SIMPSON "PC "Z MAX OR VERIFY EXISTING 2x DF#Z
<br /> ' g � a, STAINLESS S7EEL COLUMN CAP
<br /> - Q ° _.. � ic `° -Wi ° ° ° EXTERIOR FOOTING PT POST PER FRAMING PLANS(PT �MATCH TO P05T&BEAM RIM JOIST-ADD AS � �.
<br /> ^ �• ' a � ° ! � � V 4 � a PER PLANS 4x4 HF#2 IF NOT NOTED IN PLANS DIMENSIONS REQUIRED 4309 Olympic Boulevard ,.
<br /> a ��� 4 � � �` �� a FOR DECKS UNDER 7'-0"OFF THE Everett,Washington 98203 r �t �
<br /> . '�'�. . _ LOCATE (1)#4 LONG. BAR ABOVE -� 4 a ' ° GROUND) ' EXISTING 2x STUDS
<br /> 4 . EMBEDDED PORTION OF STRAP/ANChIOR a
<br /> � � #3 HOOPS @ 12"O.C. 1S"O.C. (FIELD VERIFY e robe eedarchitsct.com
<br /> p 425.349.7016
<br /> 1 1/2 MIN. EDGE 4%4 MIN. EDGE DIAMETER MAX. &PROVIDE(1)@ SPACING) H, �,�darchitect.com �
<br /> DISTANCE DISTi��NCE PER PLAN TOP AND BOTTOM
<br /> _—�-
<br /> ELEVATIONS �
<br /> .,
<br /> s TYPICAL HOLD DOWN 7 EXTERI�R CIRCULAR FODTING 8 TYP. DECK J41STS TO DECK BEAM 9 DECK LEDGER TO RIM JOIST 10 FLOOR LEDGER WALL
<br /> S3 S3 S3 .> S3 S3 . �
<br /> . r .
<br /> PREMANUFACTURED TRUSS SHOWN IS
<br /> SEE SHEAR WALL SCHEDULE AND SHEAR GENERIC. REFER TO ARCH. FOR TOP AND W
<br /> FLOW NAILING DIAGRAM FOR SHEAR BOTT�M CHORD SLOPE AND CHORD U W �
<br /> WALL NAILWG AND CONNECTIORIS DEPTH. MATCH BLOCKING DEPTH ROOF SHERTHING AND z > O '
<br /> ACCORDINGLY. NAILING PER STRUCTURAL
<br /> . DB NOTES Q � �
<br /> L TOP � '`
<br /> UPPER PLATE 8d COMMON @ 4"O.C. INTO ��^ �
<br /> SHEAR WALL FLOOR SHEATHING BLOCKING U.N.O. IN DIAPHRAGM v� n/ Q
<br /> L1. �
<br /> PER PLAN NEW DOUBLE TOP SCHEDULE O �
<br /> 2x STUDS AND NAILING PER FRAMING ROOF TRUSS �/ J
<br /> @ 16"O.C. STRUCTURAL NOTES ABOVE PLATE AT NEW PLATE PE�RNFRAMING LL w � �
<br /> 2x_BASE PLATE HEiGHT 2x BLOCKING W/VENT HOLES PER 12 Z �- � '� �,. '* '
<br /> NEW W+IALL, COLUMN OR LOAD (NAILING PER PER ARCH, OR PROVIDE ARCH � O Q I'�
<br /> FROM ABOVE PER PLAN SHEAR WALL FLOOR JOISTS V-NOTCH CENTERED @ TOP OF W "
<br /> FLOOR SHEATHING SCHEDULE) PER FRAMING BLOCKING (I� I'�'
<br /> TO REMAIN� SECURE RIM TO P��S KING STUDS PER FRAMING RIM JOIST SHEAR FLOW � M � : .
<br /> HEADER P�R
<br /> i JOIST W/(4) 16d PLANS FACE NAIL TO HEADER CONNECTION PER SHEAR WALL O N
<br /> FACE NAILS� P��S (5) 16d NAILS 8�NAIL TO SCHEDULE (16d @ 5 TOE NAILS �
<br /> .._ . .�._.__ Il�//i..��� !17:"</.%.—"/./I I l///TI."I.:�. ^ .
<br /> �`I I�/�//I'://_� /�'� /, TRIMMER POST W/16d COMMON ALL OTHER LOCATIONS) : U
<br /> , � '. @ 6"O.C. STAGGEREQ ----- ------------- N W
<br /> ---- ----- Q •,
<br /> --- ------------- ---
<br /> ----
<br /> ROUGH ---- -- ------------- ---- �
<br /> OPENING EXISTING DOUBLE SIMP. "H1"CLIP AT
<br /> NEW FLUSH BEAM OR MULTIPLE JOIST �XISTING FLOOR� RIM JOIST SHEAR TOP PLATE TO BE 8d @ 4"O.C. EACH TRUSS .
<br /> PER PLAN.ALIGN BEAM UNDER WALL, J�)IST TO REMAIN FLOW NAILING OR PE�CTE W�OIST TO TOP .
<br /> POST OR SUPPORT FROM ABOVE SIMPSON CLIP AS (3)Sd COMMON REMOVED '9�F,A �
<br /> SPEC. IN SHEAR TOE-NAILS OR(3)3"x �� CONT.2x DF#2 RIM �y ; ,. r:` ,
<br /> WALL SCHEDULE 0.131"TOE-NAILS • TRIMMER STUDS AS SHOWN ON NEW WALL STUDS @ 16 NAILED W/MIN. (2) 16d �
<br /> FRAMING PLANS. BUILT-UP STUD O.C. EXTEND FROM BASE FACE NAILS(8'-0"MIN. BEAM PER PLANS W/
<br /> HEADER COLUMNS SHALL BE NAILED W/16d PLATE TO BOTTOM OF EXISTING WALL� CONT. MEMBER @ POST CAP PER PLANS STRUCTURAL
<br /> � ELEVATION COMMON NAILS @ 6"O.C.STAGGERED NEW DOUBLE TOP PLATE STUDS ROOF CORNERS) OVERHANG DETAILS 1
<br /> 2x STUDS
<br /> LOWER @ 16"O.C. INTO EACH LAMINATION. {SECURED PER PER PLAN
<br /> SHEAR WALL SCHEDULE ON S1) POST PER PLANS .
<br /> PER PLAN �
<br /> REVISION: -
<br /> � DATE: 07-27-16
<br /> DESIGNED BY.• JBL
<br /> CHECKED BY: .
<br /> SCALE: AS NOTED
<br /> � � IN-FLOOR BEAI�I RET�.QFIT '12 TYPICAL WALL TO FLOOR '�3 TYPICAL HEAD�R COLUN�N 14 E�CTEND BEARING WALL 15 TRUSS TO BEAM PROJECTNO: E1114 '� �?•.* •
<br /> SHEET NO:
<br /> S3 S3 S3 S3 S3
<br /> S3 .
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