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S U M M ARY O F W O RK• SIMPSON'A35' NAILING DGE
<br /> CLIP @ 2'-0"O/C
<br /> LOCATION: NEAMTU FAMILY RESIDENCE 104TH STREET EVERETI`,WASHINGTON
<br /> LATERAL ANALYSIS AND DESIGN FOR SINGLE FAMILY RESIDENCE
<br /> DESIGN LOADS • 2XBLOCK 2 D6 D6 2
<br /> MIN. MIN. 2�
<br /> CODE: 2012IBC m M 2 2�-0° 2�-0^
<br /> USE OR OCCUPANCY OF BUILDINGS AND STRUCTURES RISK CATEGORY (ASCE TABLE 1.5-1): II � �
<br /> WIND SPEED Vult: 135 MPH EXPOSURE'B', Vasd=93 MPH (OSSC EQUATION 16-33)
<br /> SEISMIC DESIGN CATEGORY: "D' SIMPSON
<br /> GROUND SNOW LOAD: 25 PSF(ROOF SNOW LOAD: 25 PSF) 'H2.5A' D6 D6 D6 D4 D4 D4 D4 D4
<br /> ROOF DEAD LOAD: 15 PSF SHEAR WALL SHEATHING, -- -�
<br /> FLOOR LIVE LOAD: 40 PSF MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN.
<br /> FLOOR DEAD LOAD: 10 PSF BREAK ON DBL. TOP PLATE 9,_4„ 9,_9. ��_o�� N a�-o�� s�-s� 3'-0^ 4�-0^ 6�-0^
<br /> � — C/�
<br /> SOIL BEARING PRESSURE: 1500 PSF �
<br /> SOIL PASSIVE SOIL PRESSURE: 200 PSF
<br /> FRAMING REQUIREMENTS : MANUFA�UR�D z� z�
<br /> TRUSS (BY OTHERS) �� D4 ��
<br /> PANEL EDGE NAILING D6
<br /> 1. WALL STUDS TO BE 2X6 DFL-#2 @ 16" O.C.,TYPICAL U.N.O. DBL.TOP PLATE --
<br /> 2. ROOF SHEATHING TO BE 15/32'APA RATED CDX SHEATHING OR OSB. INSTALL PANELS HORIZON'I'ALLY. SPACE 8d
<br /> NAIIS MAXIMUM 6" O.C. ALONG PANEL EDGES. FOR OTHER CONDITIONS,SPACE 8d NAILS MAXIMUM 12" O.C. ON
<br /> Ii�PI'ERMEDIATE SUPPORTS. R F T H R WALL SE TI N
<br /> 3. TYPICAL WALL SHEATHING (TSN)TO BE 15/32'APA RATED CDX SHEATHING OR OSB. ALL PANEL EDGES TO BE z:. ---- -
<br /> BACKED WITH 2-WCH NOMINAL OR WIDER FRAMING. INSTALL PANELS HORIZONTALLY OR VERTICALLY. SPACE 8d S 1 RAI3ED HEEL �PTION ��. - - - ______
<br /> N A I L S M A X I M U M 6" O.C. A L O N G P A N E L E D G E S. F O R O T H E R C O N D I T I O N S A N D P A N E L T H I C KNESSES,SPACE 8d NAILS D6 z_° z�
<br /> MAXIMUM 12" O.C. ON IN'I'ERMEDIATE SUPPORTS. -- _ __ �N 3 �N D 4
<br /> D6 2 ----
<br /> 4. FLOOR SHEATHING TO BE 5/"APA RATED CDX SHEATHING OR OSB. SPACE 8d NAILS MAXIMUM 6" O.C. ALONG -- -
<br /> --- --------
<br /> PANEL EDGES. FOR OTHER CONDITIONS, SPACE 8d NAILS MAXIMUM 12" O.C. ON INTERMEDIATE SUPPOR'TS. ROOF SHEATHING TRUSS HANGER --- _ _- _ �-----------"---'---�---
<br /> 5. SILL PLATE TO BE 2X P.T. U.N.O. (REFER TO SILL BOLT SPACING IN SCHEDULE BELOW). pER ARCH. PLANS BY OTHERS - _ o _____
<br /> 6. FOR NAIL SIZES REFER TO BELOW. z:. z� - -
<br /> SIMPSON'A35' CLIP , --
<br /> SHEAR WALL SCHEDULE: `1„2„4, (SPACING PER SCHEDULE D6 �� _ __ _ -___-_
<br /> �N
<br /> sDPws D4
<br /> TABLE 4.3A BELOWj, EACH CLIP WITH z`° 2 ;, ;
<br /> TOTAL OF(12) Sd 1�" NAILS, � �
<br /> SHEATHING DBL. STUD �5� SHEAR SHEAR (2) ROWS PER SCHEDULE} �~ � �
<br /> PANEL NAi�� SILL BOLT D4
<br /> NOTATION THICKNESS CONN. CAPACITY CAPACITY ROOF EDGE (RE) z�
<br /> SPACING SEISMIC IND
<br /> IN. SPACING tFACE NAIL) ( � (W � NAILING PER SCHEDULE D6 ��
<br /> D6 15/ "�8� 8d 6" O C 16d 9" O C �/" � /� 36" O C 260 PLF 365 PLF BELOW(2ND ROW PER __
<br /> 32 � � �Rj � 2 �`*i � SCHEDULE) �N, MIN. MIN. MIN. MIN. MIN�
<br /> D4�3' ls/32"�8� 8d @ 4" O/C 16d @ 6" O/C %2" (l� @ 24" O/C 380 PLF 532 PLF 4`6" 4`0��
<br /> MIN. � ; 4'-9"� � � 6'-7" -O
<br /> 4 O" � i
<br /> --- - - -- -- --- --- - � D4 �
<br /> EXTENDED EAVES � D6 D6 3�-l0� D6 D6 � ; � ; D4 D4
<br /> D3�3) 15/32��is) n �� / n �� / n � �� / -- -- � � � -- --
<br /> 8d��., 3 O C 16d V 4 O C �/2 � 18 O C 490 PLF 685 PLF PER ARCH. PLANS � 4'I3�� 4Ia° -- --
<br /> ----
<br /> D6 D6 M�0� D4 D4 2 M�;
<br /> D2 t3' 15/32" ' 8d(a� 2" O/C 16d @ 3" O/C /2" � @ 16" O/C 640 PLF 895 PLF
<br /> ------------
<br /> E2�6' ls/32"`8' lOd@ 2" O/C N/A �/2" 0@ 14" O/C�6j 770 PLF 1077 PLF z
<br /> D3X2�6'�'' 15�32" EACH 8d�a, 3" O/C N A %2" Q� 12" O C 980 PLF 1370 PLF 2X DOUBLE
<br /> FACE (2� ROWS , @ / TOP PLATE,
<br /> TYPICAL PER 2X BLOCK (DBL. �
<br /> �6��'� 15 " EACH 8d 2" O C 1 �� �� PLAN BLOCK PER F3 F1 F2 F3 �
<br /> D2X2 /a2 C� / N/A /2 � @ 9 O/C 1280 PLF 1790 PLF SCHEDULE) F1 F2 W
<br /> FACE (2) ROWS
<br /> A
<br /> NAIL 6d 8d lOd 16d 2X STUDS
<br /> NOTES: � .��3�� .�3��� .�4$�� .�62�� SHEAR WALL UPPER FLOOR SHEARWALL PLAN MAIN FLOOR SHEARWALL PLAN
<br /> (1� SHEATHING TO BE APA RATED SHEATH[NG OR OSB(GRADE GC OR C-D STRUCTURAL II OR BETTER).
<br /> LENGTH 2" 2'/2' 3" 3�" PER PLAN SHEATHING AND
<br /> (2) ALL PANEL EDGES TO BE BACKED WITH 2-INCH NOMINAL OR WIDER FRAMING(DFIrN2).INSTALL PANELS EITHER I9)COMMON OR GALVANIZED BOX PANEL EDGE NAILING NOTE: NOTE:
<br /> HORIZONTALLY OR VERT[CALLY. SPACE NAILS MAXIMUM 6"O.C.ALONG PANEL EDGES FOR STUDS SPACED 24^o.c. PER PLAN 1. REFER TO FRAMING REQUIREMENTS FOR TYPICAL EXTERIOR SHEATHING 1. REFER TO FRAMING REQUIREMENTS FOR TYPICAL EXTERIOR SHEATHING Q
<br /> FOR OTHER CONDITIONS AND PANEL THICKNESSES,SPACE NAILS MAXIMUM 12"O.C.ON INTERMEDIATE SUPPORTS. AND NAILING, ROOF SHEATHING AND NAILING AND FLOOR SHEATHING AND
<br /> (3) FRAMING AT ADJOINING PANEL EDGES SHALL BE A SINGLE 3"NOMINAL MEMBER OR(2)2-INCH NOMINAL MEMBER FASTENED TOGETHER WITH F T HE R WALL E TION NAILING REQUIREMENTS. AND NAILING, ROOF SHEATHING AND NAILING AND FLOOR SHEATHING AND
<br /> 16d NAILS(SPACING ABOVE)TYPICAL ENTIRE HEIGHT OF DBL.STUD. NAILS SHALL BE STAGGERED WHERE NAILS ARE SPACED 2"O.C. �� NAILING REQUIREMENTS.
<br /> {4) AT SHEAR WALL LOCATIONS,REFER RW JSi AND FF/S1 FOR ROOF TO WALL AND FLOOR TO FLOOR FRAMING. �
<br /> (5) INSTALL 3"SQUARE X 1/a"STEEL PLATE WASHER. Z
<br /> (6) FRAMING AT ADJOINING PANEL EDGES SHALL BE SINGLE 3X NOMINAL FRAMING MEMBERS AT EACH END OF THE PANEL. NAILS SHALL BE
<br /> STAGGERED WHERE NAILS ARE SPACED 2"O.C. (NSTALL MIN.3X P.T.SILL PLATE,U.N.O.
<br /> (7) PLYWOODTO BE INSTALLED ON BOTH SIDES OF PANEL.
<br /> (8) IF�/ja"NOMINAL THICK PLYWOOD OR OSB IS USED,STUDS TO BE SPACED AT 1'-4"O/C,TYPICAL. SILL PLATE �SP' NAILING
<br /> (9) GALVANIZED NAILS SHALL BE HO'1'-DIPPED OR TUMBLED. PER SCHEDULE BELOW 2X WALL STUDS PER
<br /> PLAN, DBL. 2X WALL
<br /> HOLD-DOWN SCHEDULE�(2��3��4) SIMPSON'A35' CLIP{SPACING STUDS AT HOLD-DOWN
<br /> � LOCATIONS �rd�td� rd�td�
<br /> PER SCHEDULE BELOW), io o i �'oJ,�'o�, ��o�,'�'o
<br /> EACH CLIP WITH TOTAL OF ��o� � BOLTED OR STRAP �'f�� �'�1��j
<br /> HOLDOWN 'SIMPSON' INSTALLATION (12) 8d 1%2' NAILS, (2) Rows � o� HOLDOWN PER PLAN
<br /> NOTATION HOLDOWN TYPE INSTRUCTIONS PER SCHEDULE i i i FOR FLOOR-TO-FLOOR
<br /> �- i CONNECTION � �-- --------------------- -- -�
<br /> � ii � '
<br /> � UPPER SHEAR WALL r � '
<br /> STD.'SB 5�X 24'MIN. 18"EMBEDMENT(le�CONCRETE. ANCHOR TO BE INSTALLED PLUMB AND � SHEATHING AND ; ;( ( I I I I I ( ; �
<br /> 2 HDU2 I,OCATED ALONG CENTER LINE OF(2)2X6 DFIr#2 WALL STUDS(MIN.2�"EDGE DISTANCE). � PANEL EDGE NAILING �
<br /> (3075#) FASTEN STUDS TOGETHER WITH 16d NAILS @ 6"O/C ENT[RE HEIGHT OF STUD.INSTALL � � ;I I I I I ( I I ; �
<br /> HOLDOWN PER MANUFACTURER'S SPECIFICATIONS. � � PER PLAN � � � � � � � '
<br /> STD.'SB Si�X 24'MIN. 18"EMBEDMENT{le}CONCRETE. ANCHOR TO BE INSTALLED PLUMB AND �� i SILL PLATE NAILING (2ND � �I I I I ' I � �
<br /> 4 HDU4 LpCqTED ALONG CENTER LINE OF(2)2X6 DFIrN2 WALL STUDS(MIN.2�"EDGE DISTANCE�. I � ROW PER SCHEDULE) � � �
<br /> N �---------------------------------------------------------r -------------------------------------,
<br /> (4565#) FASTEN STUDS TOGETHER WITH 16d NAILS @ 6"O/C ENTIRE HEIGHT OF STUD.INSTALL � ' " -' ' , ,
<br /> i i i NOTE #1 BELOW � �
<br /> HOLDOWN PER MANUFACTURER'S SPECIFICATIONS. � �--.--.__�..�-.-�--------------r�-..._ ___� r --r--� � � � , --r--e-- ---r--t--�---r--r-� ���r-; �
<br /> 5 �� � 2X B�C�NG OR�M I I I I I I I I I I j I I I I I I I I I I I I I I � I I I I I � I ' �
<br /> HDU5 STD.'SB/8 X 24'MIN. 1S"EMBEDMENT(le)CONCRETE. ANCHOR 1'O BE INSTALLED PLUMB AND �� � ' ( I I I I I I I I I I ( I ( I I I I I I I I � ,
<br /> 5 I,OCATED ALONG CENTER LINE OF(2)2X6 DFIrN2 WALL STUDS(MIN.23/4"EDGE DISTANCE). � JOIST(DBL. BLOCK PER ' ' I I I I ( ( I I I I I ( ( I I � �
<br /> (5645#) FASTEN STUDS TOGETHER WITH 16d NAILS @ 6"O/C ENTIRE HEIGHT OF STUD.INSTALL 1 , ,
<br /> HOLDOWN PER MANUFACTURER'S SPECIFICATIONS. i SCHEDULE � � � '
<br /> ) ; ; � � � � ( � � � ( � � � � � � � � � � � � � � � � � � � � � ( � ( � � i � �
<br /> i LOWER SHEAR WALL ' � ' '
<br /> HDU8 STD.'SB�/X 24'MIN. 18"EMBEDMENT(le)CONCRETE. ANCHOR TO BE INSTALLED PLUMB AND ( �� 1 I ''�—SHEATHING AND PANEL � � I I I I I I I I I I I I I I I ( I I ( I I I I ( I ( I I I I I ( I I I I � �
<br /> � �
<br /> g I,OCATED ALONG CENTER LINE OF(3)2X6 DFIr#2 WALL STUDS{MIN.�"EDGE DISTANCE�. FLOOR F-�—{ i EDGE NAILING PER PLAN ' '! ' 1 , ' W
<br /> , � � � � � � � � � , � � � �
<br /> � � � � � �
<br /> FASTEN STUDS TOGETHER WITH ibd NAILS @ 6"O/C ENTIRE HEIGHT OF STUD.INSTALL , ' I I I I I I I ( I I I I , I I I I I I I I I I I � � I ( ( ( ' '
<br /> (5980#,6970#, 7870#�� HOLDOWN PER MANUFACTURER'S SPECIFICATIONS. SHEATHING ,� 1 , ' ' � W a
<br /> PER PLAN �o Oi i 2X WALL STUDS PER �-----------------� �-'1_�J_�� 1��J�__L__1_�J�_�L�_l� , � � � � � � �
<br /> STD. 1"QJ ANCHOR BOLT OR ALTERNATIVE TO BE EMBEDDED INTO CONCRETE F'OOTING(MIN. ��O� i PLAN, DBL. 2X WALL ' r'---'-'--'----"""""""""""""""""'t ' , t ' , 1 , , '' , , ,' � � � � W
<br /> , � W
<br /> 11 HDU 11 12").ANCHOR TO BE INSTALLED PLUMB AND LOCATED ALONG CENTER LINE OF 6X6 DFL-M2 ��� � STUDS AT HOLDOWN � � ,�1 ; � I I I I I I I I� � I � � I I I I I I I I I I I I I � � � U
<br /> (9535#) (MIN.23/"EDGE DISTANCE). [NSTALL HOLDOWN PER MANUFACTURE'S SPECIFICATIONS. FLOOR.IOISTS �O i LOCATIONS ,
<br /> PER PLAN � , , '
<br /> � � � ,
<br /> ' ', ��w ; ' lllllllll I II � I I III II : ; � z
<br /> � � I I
<br /> STD. 1"QJ ANCHOR BOLT OR ALTERNATIVE TO BE EMBEDDED INTO CONCRETE FOOTING(PER HOLDOWN, SAME � ' _ W �✓ Z
<br /> 14 HDU 14 2/S2).ANCHOR TO BE INSTALLED PLUMS AND LOCATED AIANG CENTER LINE OF 6X6 DFL-#l2 TYPE AS ABOVE ' � � � � , _ _ . __ _, � � a
<br /> (MIN.23/"EDGE DISTANCE). INSTALL HOLDOWN PER MANUFACTURE'S SPECIFICATIONS. ' ' �v9 ,
<br /> (14445#} FF FLO FL OR E T N AT HEAR WAL ' ' r
<br /> _ a
<br /> NOTE: ' , , , � II' � I �I � II' ' I IIIIIIIIIIIIiI ; ' � ° O
<br /> Sl � � � �
<br /> INSTALL STRAPACROSS FI,CJOR LINE,WSTALL MIN.(8) 16d NAILS INTO DOUBLE WALL STUDS 1 ' ' , x �
<br /> 2� MSTC28 1. IN LIEU OF CLIPS, BREAK SHEAR WALL � � � A a �
<br /> ABOVE FI.00R AND INTO DOUBLE WALL STUDS BELOW.CENTER STRAP ON STUDS TO INSTALL ' � 1 � I I I I I I � ( I I I I ( I I I I ( I ( I I I I �
<br /> �
<br /> W A
<br /> N A I L S I N T O M I D D L E T H I R D O F S T U D. P A N E L S A T B L O C K I N G O R R I M.T O I S T(I NSTALL , � �" „a ,��
<br /> I N S T A L L S T R A P A C R O S S F L O O R LI NE,INSTALL MIN.(16) 16d NAILS INTO DOUBLE WALL STUDS PANEL EDGE NAILING AT BREAK). � I I � I I I I I � I ( ( I I I I � I ( I I I I I I I 1 � � F � �O
<br /> 4O M S T C 4 0 ABaVE FIAOR AND INTO DOUBLE WALL STUDS BELOW.CEN T E R S T R A P O N S T U D S T O I N S T A L L � � � � I I I I � I I ( I I I I I I I I I I I I I I I I I I � � .�.y `�
<br /> NAILS INTO MIDDLE THIRD OF STUD. i ' W � � �
<br /> INSTALL STRAP ACROSS FLOOR LINE,INSTALL MIN.(24) 16d NAILS INTO DOUBLE WALL STUDS ' i ' , ( I I I I ' i ' I I I I I I I I I I I I I I I I I I I � i O Z W W R�.
<br /> 52 MSTC52 ABOVE FIAOR AND INTO DOUBLE WALL STUDS BELOW CENTER STRAP ON STUDS TO INSTALL PANEL �SP' NAIL SIMPSON CLIP 'RE' NAIL � _ __ ___ __ __ __ __ __
<br /> NAILS INTO MIDDLE THIRD OF STUD. i � � ' 1
<br /> TYPE SPACING SPACING SPACING , � � J �
<br /> , � ' �-- -�, , - -- -- -- - ---
<br /> -- -- - --- -- -- - , ,
<br /> INSTALL STRAPACROSS FI,OOR LINE,INSTALL MIN.(34) 16d NAILS INTO DOUBLE WALL STUDS , , ' , � �� �
<br /> 66 MSTC66
<br /> ABOVE FLOOR AND INTO DOUBLE WALL STUDS BELOW.CENTER STRAP ON STUDS TO INSTALL � � ' r--�. `� : --� r--------------'� r-------------------�---'-�-�'-��
<br /> NAILS INTO MIDDLE THIRD OF STUD. , , ' ' ' ,^
<br /> � " '-----------' - ------'----'----- � ; --------- �""'' `-----'
<br /> D6 16d @ 8"O.C. 1'-8" O.C. 8d @ 8" O.C. ~ ' — ' `r`------------J;
<br /> � � ,
<br /> U� •--- ------------- - ---------------- -•
<br /> N OTE S. r'--"� �---'-� � �
<br /> D4 16d @ 4"O.C. 1'-2" O.C. 8d @ 4" O.C. �
<br /> s �
<br /> �
<br /> (1) IN LIEU OF SIMPSON'SSTB'BOLTS ANCHOR BOLTS TO BE A30'7 OR'A36'THREADED ROD WITH STD.NUT AND 2"X 2"X�a"STEEL Z. S�'��� � � � � �
<br /> PLATE WASHER ON BOTTOM OF BOLT.
<br /> (2) HOLDOWNS TO BE FASTENED TO DOUBLE STUDS{CONTINUOUS FROM SILL PLATE TO DOUBLE TOP PLATE)AT D3 16d @ 3° O.C. 0�-11° O.C. 8d @ 3�� O.C. ` J ` , �
<br /> ��� W w
<br /> PANEL ENDS.WALL STUDS SHOULD HAVE PANEL EDGE NAIL[NG FROM SHEAR WALL SHEATHING. � � �
<br /> (3) [F HOLDOWNS 2,5,6,AND 8 ARE INSTALLED FROM FLOOR TO FIAOR,REFER TO DETAIL FFJS1. DZ 16d @ 3�� O.C. H" O.C. 8d @ 2'/2' O.C.
<br /> (4} U.N.O., INSTALL(1)-k4 CONTINUOUS HORIZONTAL TOP BAR 3"DOWN FROM TOP OF WALL AT ALL HOLDOWN ANCHORS. EXTEND BAR MIN.5'-O" �
<br /> PAST HOLDOWN IN BOTH DIRECTIONS(BEND BAR AROUND AT CORNER CONDITION). FOR THIS 10'-0"SECTION INSTALL(1)-#l4 VERT[CAL BAR Q 24" � � ~ � �a O
<br /> O.C. TIE HOLDOWN ANCHOR TO HORIZONTAL TOP BAR.
<br /> E2 16d @ 2"O.C. 7" D.C. 8d @ 2" O.C. z ,n � �b�
<br /> D3X2 16d @ 3" O.C. (2j ROWS 1'-0" O.C. (2) ROWS 8d @ 3" O.C. (2) ROWS Fl F2 F3 � � o,
<br /> � � � ��p.,'
<br /> TATION DIAGRAM D2X2 16d @ 2" O.C. (2) ROWS 10" O.C. (2) ROWS 8d @ 2" O.C. (2) ROWS � o ~
<br /> SHEAR WALL HOLDOWN NO PARTIAL FOUNDATION PLAN W �� ���
<br /> / LJ"� � M �
<br /> � � .__.O �U3]
<br /> L'? v --�c� �M a�i
<br /> MINIMUM CONTINUOUS sxE�w,�,L P�L FOUNDATION NOTES
<br /> Z � a� � �-:r, �..,
<br /> w O U W'�'M C7
<br /> PANEL LENGTH D# 1. REFER TO MAIN FLOOR SHEAR WALL PLAN FOR HOLDOWN SIZE.
<br /> # HOLDOWN TYPE 2. THIS DRAWING IS FOR LATERAL INFORMATION ONLY, REFER TO ARCHITECTURAL PLANS FOR ALL OTHER
<br /> INFORMATION. ENGINEERS STAMP
<br /> EDGE OF WINDOW, 3. TYPICAL PIER PAD BE 18" DIAM. X 8"CONCRETE FOOTING WITH 4X4 DFL-#2 POST. POST AND CONRETE FOOTING TO
<br /> DOOR,OR CORNER
<br /> BE SEPARATED BY ASPHALT SHINGLE.
<br /> 4.TYPICAL CRAWL SPACE BEAM TO BE Cl: 4X8 DFIr#2. SINGLE GUSSET PLATE TO BE USED ON BOTH SIDES OF
<br /> a `�'C� ATTACHMENT TO POST. 4,9 j A��S ?,
<br /> EDGE OF WINDOW, ���~9?� �`��1� ��4.�0� lfAsxj� G��
<br /> DOOR, OR CORNER �r �. t�'� � MATERIALS: �, G' �
<br /> �'d '� CONCRETE: MIN. 28-DAY CONCRETE STRENGTH =2500 psi. �
<br /> GRADE BEAMS,PIERS, AND SPREAD FOOTINGS SHALL BE POURED ONTO UNDISTURBED, NATIVE SOIL WHICH IS FREE
<br /> FROM ANY MATERIAL THAT WILL ADVERSELY AFFECT THE SOIL DESIGN BEARING PRESSURE REFERENCED ABOVE.
<br /> ALL NON-STRUCTURAL WEATHER PROOFING AND FINISH MATERIAL TO BE DETERMINED'BY OTHERS". �'�'�� 4��220� }„r�„�
<br /> 'wvL9TI� ti
<br /> SLAB CONTROL JOINTS: PER OWNERS REQUIREMENTS OR DIRECfION: SSrONAL E��
<br /> MISC. BITE PREPARATIONS: ��a OCT 20, 2017
<br /> OBTAIN AND OBEY ALL APPLICABLE REGULATIONS REGARDING GRADING AND EXCAVATION. IDENTIFY, MARK,AND ISSUE:
<br /> '/2" EDGE DISTANCE PROTECT FROM DAMAGE ALL EXISTING UNDERGROUND PIPES, CONDUITS, AND Ct1BLE (WATER SUPPLY, SANITARY
<br /> FROM STEM WALL SEWER,STORM SEWER, GAS, STEAM, ELECTRICAL AND COMMUNICATION CABLE). REMOVE SOIL WITH ORGANIC CD
<br /> FACE TO EDGE OF MATTER. PERFORM BACKFILL AND COMPACTION IN A SYSTEMATIC PATTERN,TO ASSURE COMPLETE AND CONSISTENT DESIGNED BY:
<br /> SILL PLATE WASHER WORK. IF ANY OVER-EXCAVATION ACCIDENTALLY OCCURS, CORRECT IT WITH WELL-COMPACTED BACKFILL. PROVIDE �.�.
<br /> TESTING AND INSPECTION OF BACKFILL AND COMPACTION. LAYER BACKFILL IN 6 IN. TO 12 IN INCREMENTS. COMPACT
<br /> ALL FILL. USE STABLIZED FILL MATERIAL OF AN APPROVED TYPE AND FROM AN APPROVED SOURCE. TEST AND DRAWN BY:
<br /> P.T. SILL PLATE AND e. CO CRETE O FULL REQ IRED STRENGTHHBEFORE BAC�KFILOLINGL PRO DE DRAINAGE C TCH RS pERFILL. CURE �QJ
<br /> ANCHOR BOLT PER o . ARCHITECTURAL DRAWINGS.
<br /> SHEAR WALL . . HE KE .
<br /> RJT
<br /> SCHEDULE a�� ��
<br /> � e SPECIAL INSPECTION: NONE DATE:
<br /> CONCETE WALL
<br /> 0 1 1
<br /> PROJECT NUMBER:
<br /> R16402
<br /> S FDN. SILL PLATE SECTION SHEET:
<br /> S1
<br /> 51 . 0
<br />
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