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<br /> 8d AT 62"�O.C.ED ELD � � F � � � . ` y.. o� ' �- ,�u:::..�
<br /> STR U CTU RA� N OTES ��� � � ��� �
<br /> ROOF SHEATH�G TO �� t. �a� x��
<br /> TRUSSES TYP.
<br /> � 3� ��� � - ; . �� �� �-� ,
<br /> 10d AT 6 O.C. (3 MIN) 1/2" CDX SHEATH'G W/ 4" CONC. APRONn n . x` r �o . �a« � �
<br /> �a ��, ;
<br /> DESIGN CRITERIA BLKG BTWN TRUSSES 8d AT 6° O.C. EDGES AND 2x4 LADDER FRAMING THICKEN EDGE 6x 8 12 EAVES TYP. ��r �'
<br /> CODE 2015 IBC / IRC MISC. STEEL TO DBL. PLATE 8d AT 12" FIELD NAIL'G AT 24" O.C. SLOPE TO DRAIN � �o �� ;� �
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<br /> SEISMIC ZONE CATEGORY D — — — — — — — — — — — o� �,,� r e,� �`�� ^�
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<br /> SITE CLASS D ALL MISC. STRUCTURAL STEEL SHALL HAVE A MIN. 8d AT 6 O.C. Q Q =}' �e,�� ;��EF,
<br /> Fy = 36,000 PSI ,�, ��a��
<br /> FLOOR LOAD LL 40 PSF ROOF SHEATH'G TO CONT. 2x6 RAKE TRIM �� RS
<br /> TRUSSES CONT. BLK'G AND N �� = ��,;` �
<br /> DL 10 PSF SOLID 2x BLKG �
<br /> ROOF LOAD LL 25 PSF ALL TRUSSES SHALL BEAR THE MANUFACTURES SEAL TRUSSES MIN. 3- 16d 3-16d TN EACH BLK • � - � -6 2 � �
<br /> DL 10 PSF TN / END NAIL A2
<br /> WIND LOAD EXPOSURE 8 THE MANUFACTURE SHALL PROVIDE CALCULATIONS DROP CHOR� EXTEND PLYWD WALL SHEATH'G � n'P � �
<br /> TYP. TRUSSES END. TRUSSES 8d AT 6° O,C, EDGES AND 8� NOTE - GABLE END �
<br /> 85 MPH DESIGN SPECIFICATIONS, AND DETAILS PREPARED AND TRUSSES AT 24n O.C. TO HAVE DROP CHORD TRUSS L) °
<br /> STAMPED BY A WASHINGTON STATE LICENSED W/ H1 CLIP TO DBL. PL 8d AT 12" FIELD NAIL'G I �
<br /> THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WITH LADDER FRAMING TYP. F• ■ � o
<br /> CONSTRUCTION AND ANY DISCREPANCIES OR CONTRADICTIONS STRUCTURAL ENGINEER FOR COMPLETE INSTALLATION _ T.O, PLATE � SLOPE 1n TO - SEE DET.
<br /> SHALL BE BROUGHT TO THE ATIENTION OF TNE ARCHITECT AND ASSEMBLY TO THE JOB SITE PRIOR TO INSTALL. 10d AT 12" O.C. � DRAIN
<br /> PRIOR TO CONSTRUCTION 8d AT 6" O.C. _ �
<br /> DBL. PLATE TO I � U o
<br /> TRUSSES SHALL BE INSTALLED WITH ALL BRACING AND WALL SHEATH'G A35 CLIP TRUSS TO PLATE _
<br /> CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY BRACING BLOCKING PER THE MANUFACTURES SPECIFICATIONS, TOP PLATE ' '
<br /> TO TOP PLATE AT MIN. 36° O.C. � �, o np o � `n �
<br /> P R I O R T O C O M P L E f I O N O F A L L S T R U C T U R A L E L E M E N T S
<br /> 1/2 CDX SHEATN G W/ � � 5 1/2" C O N C. S L A B O N G R A D E � w 36" RAILING W� �_ �
<br /> ^ 2x4 TOP AND DBL 8d AT 6 O.C, EDGES AND � _ �� HANDRAIL
<br /> � OVER 3 CRUSHED ROCK AND o
<br /> PLYWOOD 8d AT 6 O.C. EDGES P�TE 8 d A T 1 2" F I E L D N A I L'G � I a 95� COMPACTED FILL lYP. 4'- � � 3
<br /> WHERE SPECIFICATIONS, DETAILS, NOTES OR PLANS CONFLICT, ALL ROOF AND WALL PLYWOOD SHALL BE GRADE 'C/D' AT 12° FIELD SHEATH'G o
<br /> THE MOST STRINGENT SHALL APPLY UNLESS APPROVED BY WITH EXTERIOR GLUE OR EQUAL APPROVED BY THE TO STUDS AND PLATES � � SEE DETAIL FOR REINF. � 1 ■ 1
<br /> THE ARCHITECT PRIOR TO CONSTRUCTION BUILDING OFFICIAL �P' I � 1' � �
<br /> IN NO CASE SHALL WORKING DRAWINGS BE SCALED FROM � � `"`'
<br /> ROOF AND FLOOR PLYWOOD SHALL BE LAID PERPEN- S H EAR TRAN FER NAI L G S I LL P LATE CO N N ECTI O N D ETAI L � _ RIDGE = - � �
<br /> THE PLANS, SECTIONS, OR DRAWINGS. DICULAR TO SUPPORTS
<br /> PLYWOOD INDEX FLOOR 16 MAX. 1 � �' N `" - - -- - � p � '� �
<br /> THESE DRAWINGS ARE TO BE VOIDED IF THEY DO NOT BEAR » > » » > » � a- .�
<br /> ROOF 24 Mnx. 3/4 = 1 -0 AT TY P. EAV E 3/4 = 1 -0 � N 3036 X 1.75"
<br /> THE WET STAMP AND WEf SIGNATURE OF THE ARCHITECT I � � SC WD DR W/ �— o
<br /> OF RECORD AND ARE THE SOLE PROPERTY OF PORT GARDNER SAWN LUMBER � FULL WEATHER Z � � w
<br /> ARCHITECTS AND DOUGLAS N. HANNAM - ARCHITECT ALL SAWN STRUCTURAL LUMBER SHALL BE GRADED BOLTS TO BE WITHIN 2" OF SHEATHED SIDE OF SHEAR WALLS. NONE SHFAR WALLS � o STRIP AND - 3
<br /> AND MARKED IN CONFORMANCE WITH WCLIS STANDARD n (2) 16d (OR (3) 8d) � MAY BE CENTERED ON SILL PLATE. � � � THRESHOLD �
<br /> FOUNDATION CONCRETE REINFORCING 8d AT 6 O.C. EDGES � �; �
<br /> � � GRADING RULES, UITEST EDITION. n � TOE NAIL STUD TO I � o 0
<br /> SOIL BEARING ASSUMED TO BE 2000 PSF AT 12 FIELD SHEATH G i MINIMUM (2) BOLTS PER EACH SECTION OF SILL PLATE � o o � � ��2°�
<br /> TO STUDS AND PLATES SILL PLATE
<br /> ALL LUMBER SHALL HAVE A MAX. OF 19% MOISTURE nP. 1 2 p ANCHOR BOLTS TYPICAL. SEE SHEARWALL SCHEDULE AND PLAN FOR SPACING. I o, o / SLOPE SLAB 2' E-W N Q HANDRAIL J J
<br /> FOOTINGS SHALL BEAR ON GOOD, UNDISTURBED SUB- CONTENT AT TIME OF INSTALLATION � 16d AT 16" O.C. PROVIDE 3nx :S"x 1/4° ST PLATE WHASHERS TYP. � � "' " �
<br /> GRADE, FREE OF ORGANIC MATERIAL. PLATE TO SILL PLATE I Q � �
<br /> CONCRETE SNA�L BE A MIN. 5 1/2 SACK MIX WITH A ALL BOLT HEADS AND NUTS BEARING AGAINST WOOD 1/2"0 AA WITH 3"x 3"x 1/4" � WHERE SILL PIATE IS DRILLED OR NOTCHED MORE THAN 1/3 OF PIATE WIDTH, � � ~ CONC. � z
<br /> SHALL BE PROVIDED WITH STD. WASHERS. � INSTALL ONE ANCHOR BOLT AT EACH SIDE OF NOTCH. �
<br /> Fc = 2500 PSI AT CONC. SLABS AND ALL OTHER TO BE DBL. GALV. WASHER AT 48 O.C. � � LANDING � O
<br /> AT PT 2x6 SILL PLATE � iYP. PLATE SPLICES � I,_,
<br /> Fc = 300D PSI WITH BETWEEN 5� AND 7� AIR ENTRAINMENT ALL WOOD IN CONTACT WITH CONCREfE SHALL BE 5EE PLATE CONNECTION DET. �
<br /> PRESSURE TREATED OR CEDAR, UNLESS OTHERWISE i � � �
<br /> ALL REINFORCING STEEL FOR CONC. OR MASONRY - 8d AT 6n O.C.
<br /> �4�S SHALL BE GRADE 40 UNLESS OTHERWISE NOTED. ALLOWED BY BUILDING CODE OR BUILDING OFFICIAL. SHEATH'G T4 x x x x � � 0 � L z
<br /> 5'S OR LARGER SHALL BE GRADE 60 U,O.N. ALL BEAMS AND HDR'S SHALL BEAR ON A MINIMUM OF SILL PLATE ° ° o .�aQ � 99 9� � Y -� �� � � �
<br /> ALL REINFORCING STEEL SHALL HAVE THE FOLLOWING (1) 2X CRIPPLE STUD AT EACH BEAM END, ALLOWING A •������� �, � _
<br /> MIN. CONCREfE COVER: MIN. 1 1/2 OF BEARING AT EACH BEARING POINT.
<br /> �
<br /> FROM EARTH �" ALL 2X OR GREATER SHALL BE HF�2 & BEITER
<br /> INTERIOR WALL SURFACE > >�2" UNLESS OTHERWISE NOTED. — — — — — — — — � �
<br /> EXTFRIOR WALL SURFACE — 5 OR SMALLER 1 1/2° � � �
<br /> (EXPOSED TO WEATHER) �6 OR LARGER —�" ALL BEAMS AND HEADERS SHALL BE MIN. 4X8 HF#2 S H EAR TRAN FER NAI L G S�LL P LATE CO N N ECTI O N D ETAI L A2 �P �
<br /> UNLESS OTHERWISE NOTED.
<br /> LAP ALL REINFORCING STEEL A MIN. OF 40 DIAM. W/ t� > » " ' " ��� 0 R P �A�1 N 0 RTH �
<br /> A MIN. LAP OF 16 AT ALL SPLICES. DEfAIL, FABRICATE AND ALL STUDS SHALL BE STUD GRADE OR BETTER 3 4 = 1 -0 3 4 = 1 -0 �
<br /> INSTALL IN ACCORDANCE WITH THE LATEST EDITION OF A.C.I. UNLESS OTHERWISE NOTED. / AT TYP. S I LL �
<br /> MANUAL OF STANDARD PRACTICE.' �
<br /> NAILING SHALL BE WITH COMMON WIRE NAILS AND 2x6 CEDAR CAP RAIL STAGGER SPLICES 4'-0" M�N. R 0 0 � �R A�I P �A�l W
<br /> ALL REINFORCING BARS, ANCHOR BOLTS, HOLDOWNS, AND SHALL BE INSTALLED PER IBC TABLE 2304.9.1 �
<br /> OTHER CQNCREfE INSERTS SHALL BE SECURED IN POSITION (OR TABLE R602.3(1) IN R3 OCCUPANCY) 2x4 CEDAR TOP RAI DBL TOP PLATE 16d �� � � W
<br /> PRIOR TO PIACEMENT OF CONCREfE. UNLESS OTHERWISE NOTED. � SPLICE (OR (16)AI10dTEA SDE OF SPLICE � /4 - � FL AREA = 728 SF -�'.� �
<br /> REINFORCE AROUND WALL AND SLAB OPENINGS WITH ONE ALL MISC. CONNECTION HARDWARE SHALL BE BY
<br /> EXTRA #5 x 4'-0"LONG DIAGONAL BAR AT EACH CORNER SIMPSON STRONG-TIE OR APPROVED EQUAL. INSTALL 2x2 CEDAR PICKEfS W
<br /> MFG.'S RECOMMENDATIONS AND AS NOTED ON PLANS AT 6 1/2'� O,C, MAX. �
<br /> PROVIDE 1/2" DIA. X 10n ANCHOR BOLTS SPACING PT 2x6 SILL PLATE AT 6' O.C. W/
<br /> PER FOUNDATION PLAN OR AT MAX, 4' O.C. U.O.N. AND 1/2"� AB WITH MIN. 3"x 3°x 1/4" SPLICE �
<br /> � � DBL GALV. STL PLATE 2x6 CEDAR DECKING �
<br /> WITHIN 12n FROM CORNERS OR WALL ENDS BUT NOT LESS OVER PT 2x6 JOISTS �,
<br /> SHANL7HAVE A�MIN�OF 7'FE MBEDMENTAN CONC�U.O.N TS MIN. 4 1/2" CONC. SLAB WITH HANGER AT EDGERC26Z 28, �
<br /> WITH 6x6 W2.9 x W2.9 WWF SPLICE f�'S AT CENTER OF STUD lYP. 12" EAVES TYP.
<br /> ALL ANCHOR BOLTS SHALL BE INSTALLED WffH A GALV. 1" 'Z' FLASH'G 2x4 CEDAR BOTTOM
<br /> 3"X 3"X 1/4" WASHER (SIMPSON BP1/2 OR EQUAL) UNDER FELT W/ RAIL BTWN POSTS � PT 4x4 POST FULL LENGTH �� �
<br /> 2" BACK LEG ;� FROM Ff'G TC TOP RAIL �P. P LATE S P LI C E 6n CURB - SEE ELEV � �
<br /> FASTENERS FOR PRESSURE PRESERVATIVE AT EA. PORCH i3ORNER
<br /> AND FIRE-REfARDANT-TREATED WOOD SHALL BE STAINLESS STEEL PRESCRIPTIVE LATERAL DESIGN �- I I � �� � �� '
<br /> OR OF HOT-DIPPED GALVANIZED STEEL IN ACCORDANCE PER IRC R602.10 � x x x x x o�_ , PT 2x6 RIM JOIST 3/4 = 1 -0
<br /> - - - - - - - - - - - - - - - - — — — — — � W
<br /> . � - - - - - - - - - - - - - —�
<br /> WITH ASTM A153, CLASS G-185. STEEL CONNECTORS - a— i �,
<br /> FOR PRESSURE PRESERVATIVE AND FIRE-RETARDANT-TREATED 1. ALL EXTERIOR WALL SHALL BE CONSIDERED BRACED WALL PANELS ;� 2 � � i �
<br /> WOOD SHALL CONFORM WITH ASTM A653,(ZMAX/HDG FOR EXCEPT AS NOTED AS ALT BWP. SEE DEfA!LS n PT 4x6 BTWN PT 4x4 POSTS �� � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �
<br /> SIMPSON CONNECTORS). EXCEPTION: 1/2� DIAMETER OR � � 2� � 1/2� x 7 EXP. ANCHOR RAIL BTWN POSTS W/ � - - � � z
<br /> GREATER STEEL BOLTS. 3. ALL NAILING SHALL BE PER TABLE R602.3 1 UON WITH 3z3x 1/4 GALV. PLATE HU46Z W/ 4 GAV t Od AT BM 8 I
<br /> 4. ALL ROOF AND FLOOR NAILING SHALL BE PER TABLE R602.3(2) THICKEN SLAB PERIMEfER MIN. 4" EMBED AND 3 1/2" EDGE DIST. AND 8 GALV 16d AT POSTS ( I I W
<br /> MIN. 3 BOLTS MAX. 24 O.C.AND 6 FROM END �
<br /> UON TO MIN. 8 AT PERIMETER SLAB ' � � I I _ �
<br /> #4 BENT BAR INTO SLAB AT 24" O.C. GRADE � DRAIN 1n TO � � � Q
<br /> AND (2) CONT. #4 THICKEN SLAB PT. 2x8 LEDGER AT CONC. WALL I �' �
<br /> 4„ 6„ I'' I I I
<br /> 6" STEM WALL W/ I
<br /> 4;S VERT AT 24°O.C. � ABA44Z POST �' I � „ I I � �
<br /> � TYP.
<br /> �4 S HORIZ AT 24°O.C. _ BASE SET INTO I 5 1/2 CONC. SLAB ON GRADE � �
<br /> � � � � OVER 3" CRUSHED ROCK AND 4� PT 4x4 �
<br /> CONC, FT'G TYP. � i 95% COMPACTED FILL lYP. I I POSTS �
<br /> (2) �4'S CONT. I SEE DETAIL FOR REINF. � PT 2x8 W/ FTG �
<br /> � � AND THICKEN SLAB r�EINF � I I LEDGER O
<br /> 1'� �
<br /> 1 � I I PT 4x6
<br /> TYP. FT G AND S�AB PORCH LEDGE AND RAILING A � � PT 2x6 JOST B�N _ �
<br /> � n � u N "' A2 i I I � � � AT 12 O.C. POSTS � =� (�
<br /> 10d AT 4n o.c. 3/4 = 1 -0 � I 5 � �
<br /> IN HORIZ. ROWS ALT BRACED PANEL
<br /> AT 4" O.C. CONT. 4x12 DR ALT BRACED PANEL I I I I 2x6 CEDAR CAP RAIL � i i DBL PT 2x10 A2 � �
<br /> (ABP) � I I I
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<br /> . . . . . . . . . . . . i�, . . . . � II I N
<br /> . . . . . . . . . i.: . � i 1 1/2 � HANDRAIL AT � I _ ( I
<br /> �� , �
<br /> . 34 ABOVE STAIR NOS G I SLOPE SLAB 2° E W
<br /> � l o
<br /> � I I I
<br /> TYP. I N
<br /> � I
<br /> 2 ROWS 16d SIMPSON ST6215 ON OPPOSITE S!DE � I � � �'
<br /> � � SIMPSON ST6215 ON OPPOSITE SIDE PT 4z4 POST W I 'i' I I I _
<br /> SINKERS AT 3° O.C. OF SHEATHING - PROVIDE SOLID OF SHEATHING - PROVIDE SOLID (2) ROWS 16d �
<br /> � �
<br /> ABA44Z POST BASE I I � � � CONC. � o �
<br /> BLK'G AS NEEDED. BLK'G AS NEEDED. SINKERS AT 3" O.C. ' i i i i i i � I � � LANDING � �- A2
<br /> 7/16 APA RATED � 2 PT 2x6 � ( Q
<br /> SHEATH'G - FULL i i TREAD DEPTH � � � _ � i
<br /> HT. FROM TOP PLATE • � �- . . �� •� I � - _
<br /> TO SILL PLATE W/ tOd AT 4n O.C. lOd AT 4° O.C. lOd AT 4° d.C. I ��" M� � �
<br /> lOd AT 4° O.C. AT AT EA. STUD AT EA. STUD AT EA. STUD ' � i 10 MIN. � I I 4'-4° o
<br /> DBL EDGE STUDS • � . , .. � � � RISE � _ _ � I �
<br /> AND lOd AT � . , •� � . � . _� i 7 3/4° MAX. - - - - - - - - _ _ - - - - _ - — — — -J � o
<br /> 12" o.c FIE�D �, (1) L70 r_!P PER i � w � �
<br /> DBL STUD DBL STUD STRINGERS TYP.
<br /> 4" CONC. SLAB LAND'G � �
<br /> � 0 P E N (1) PT 2x12 DF�1 STRINGER W/ THICKEN EDGE AT 6" CURB - 5EE ELEV 5 3 � `" U
<br /> STAIR PLATES 6' � �'` ca
<br /> (2) 2x STUDS ^� AT EA. END AND (2) AT MID TREAD SIM A2 lYP � N �
<br /> > � �
<br /> 0 P E N --� PHD2-SDS3 H GRADE �
<br /> AT PANEL ENDS N 0 RTH "' "'
<br /> PHD2-SDS3 HOLDOWN - �
<br /> AT PANEL ENDS PT 2x6 SILL PLATE AND � w w w w
<br /> PT 2x4 SILL PLATE �� � � � � �
<br /> SET W/ 5/8"� 6" MIN. STEM WALL AFF •1 W/ 16d GALV. EXP NAILS ,� a
<br /> AB AND (10} SDS (2) 1/2"� ANCHOR AT 12" O.C. // ,��\\`�j �0 U �I DAT I 0 �I P �A�I
<br /> � •L
<br /> t/4 x3 AT STUDS BOLTS Wl MIN. 8�� o �
<br /> CONC. SLAB AT OPEN'G 7° EMBED CONC,SfAB AT OPEN'G �
<br /> 1 4" = 1 ' � N o
<br /> 1Y" J I I L . ° ° . . .. ° I. ° . .° . •° •°' : / � N � �
<br /> �
<br /> DBL 2x SILL PLATE J - - - - - - - - - - - - - - - � � J - - - - - - - - - - - - - - - - - - - - - - - - J L P O R C H S T A I R L A N D I N G = � a � � a
<br /> � o � � � �
<br /> (2) 1/2"� ANCHOR „ , „ a
<br /> BOLTS W/ MIN. 3/4 = � -O v
<br /> 7° EMBED CONT. Ff'G �i
<br /> �
<br /> ALT BRAC E PAN EL ELEVATI O N NOTE - ALL SHEATHING NAILS AT THIS WALL TO BE COMMON OR BOX NAILS - NOT GUN NAILS Q
<br /> �
<br /> A �
<br /> ��2p - �� AUGUST 15, 2016 °
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