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<br /> GENERAL NOTES � ¢ �
<br /> GENE�AL �PEClFI �ATI0�1�:
<br /> HQSE BIBBS TO BE BACKFLOW PREVENTION ANO FREEZE � �'� ��,�
<br /> CONIRACTOR SfiALI VEFtIFY AL.I.. SI�(E CC�aDIiIONS & BUII�ING DIMiEP�SIONS, & SHALL RESISTANT T1PE z g� Q�
<br /> REPORT ANY VARIATIONS TO T}iE DESIC�'IER FOR RESOLUTION PRIOR TO CONSTRUC�IGN, J �� �� •
<br /> PrRITTEN DIMEt�lSIONS �IALI TAKE PRECEDENCE O�ER SCAIED. a
<br /> tILL HOLDOWNS FRAMING ANCHORS & SHEARWAII °- � ��
<br /> CODES: 2012 INTERNAiIONAL RESIDENTIAL CODE (IRC), 2012 WAS�IINGTON STATE ENERGY NAILING MUST BE INSPECTED BEFORE COVERIN�,, Z �� N N
<br /> CODE (WSEC), 2012 Ut�IFORhI PLUMBING CODE (UPC), 2012•INTERNAiI(N�JAL MECHANICAL Q a� `'"`'"
<br /> CODE (IMC), AND ALL OTHER APPLICABLE CCOES. � ��
<br /> STRUCTURAL: m w�
<br /> TREATED WOOQ NOTES:
<br /> SEISMIC ZONE D1/D2 PER FIG. R301.2(2) & ENGINEERING � ��
<br /> R317.1 LOCATION REQUIRED. PROTECTI�P! OF WOOD AND w �� ,�,
<br /> '�APID (EXP. 8) BASIC SPEED: 85 MPH PER FIG. R301.2(4) WOOD BASED PRODUCTS FROM DECAY SHALL BE PROVIDED � w F- ��
<br /> IN THE FOLLOWiNG LOCATIONS BY THE USE OF NATURALLY o �� N U,
<br /> COMPONENT/CLADDING lOADS /TABLE R3012(2) �
<br /> DURABLE WOOD OR WOOD THAT IS PRESERVATIVE-7REATED = � q¢
<br /> IN ACCORDANCE WITH AWPA U1 FOR 1HE SPECIES, �v' �'3
<br /> I.QADING LIV�. DEAD TOTAI. 24'-0" 3'-D' PRODUCT, PRESERVATIVE AND END USE. PRESERVATIVES � _� ¢�
<br /> ROOF (GROUND SNOW) 25 PSF 10 PSF 35 PSF SHALL BE USTED IN SECTION 4 OF AWPA U1. � � �w
<br /> ATTiCS UMITED STORAGE 20 PSF 10 PSF 30 PSF 2 ALL WOOD FRAMING MEMBERS THAT REST ON CONCRETE � � ��
<br /> ` OR MASONRY EXTERIOR FOUNDATION PJALLS �ND ARE LESS � � r-�
<br /> ATTICS NO STORAGE 10 PSF 10 P5F 20 PSF • THAN 8" FRO�A THE €XPOSED GROUND. �
<br /> OFCKS (SEE R502.2.1) 40 PSF 10 FSF 50 PSF 5. WOOD SIDING, SHEATHING AND WALL FRAMING ON THE
<br /> rvrroi�o oni rn►urc ,+n ocr +� ncr Fn ncc �XltniJrt UF tt BUILDIi�G hf\'v1I�iG H CLEi�r�1\i�10E 0� L��S � �
<br /> �
<br /> �,,,,,, ,,, ,,,,,, ,,,,,�.., ,,, , .,� ,,., � ..� - �,r.- ,- �
<br /> FIRE ESCAPES 40 PSF �Z� THAN 6" FROM iHE GROUND OR LESS THAN 2" MEASURED o❑
<br /> GUARDRAILS/HANDRAILS 200 LBS AT TOP A��Y DIRECTION VERiICALIY FRUM CONCRETE STEPS, PORCH SLABS, PATIO ��
<br /> ' GUARDRAILS IN-FILL 50 LBS APPUED TO 1 SQ. FL SLABS, AND SIMILAR FIORIZONTAL SURFACES EXPOSED TO 0
<br /> PASS. VEHICNLE GARAGE 50 PSF IF ELEVATED 2,000 LB PL � - � — — � — — —" -- — — — —' — —' � ^ — — — THE WEATHER. °� � � °
<br /> R00�1S (NOT SLEFPING) 40 PSF 1U PSF 50 PSF "' ' ` - - 6. WOOD STRUCTURAL MEMBERS SUPPORTING •
<br /> : SLEEPING R00ldS 30 PSF l0 PSF h0 PSF I r ! � � I� � � MOISTURE-PERMEABLE FLOORS OR ROOFS THAT ARE �
<br /> : STAIRS 40 PSF 10 PSF 50 PSF � � �\� // (` � EXPOSED TO THE WEATHER, SUCH AS CONCRETE OR �a�
<br /> MA�ONRY SLABS, UNLESS SEPARATED FROM SUCH F�OORS
<br /> UR 300 LD PT. LOAD ON � S(?. IN. I i i ��� �i � OR ROOFS BY AN Ih4PERVIQUS MOISTURE BARRIER. � ��_
<br /> ALL BEA'MS, GIRDERS, HEADERS, RAFTERS, & JOISTS TO 6E HEM FIR N0. 2 (� I I I � � � R317.t.L FIELD CUT END, PlOTCHES, APlD DRILLED HOLES OF . �'��c V
<br /> ` BETfER AS NOTED CN PLANS. GLUED LAMINATED TIM8ERS SNALL BE MANUFACTURED I I PRcSSURE TREATED WOc)U SHALL QE REiREATED IN THE f�`� �-
<br /> & IDENTiFl@ AS REQUIRED IN AITC A190.1 & ASTM �3737: f � FIELD PER AWPA M4. ` , � �'
<br /> I ,,� , _
<br /> PLYS400D INDEX: CD, ROOF & SUBFLOOR SHEAl}�ING PER TABLE R503,2.1.1(1). ( � � - -._ � ^ �j R317.3. FASTENERS FOR PRESSURE PRESERUATIVE ANU , `�``"�` �
<br /> WALL SHEATHING PER TABIE R602.?(3) & R602.:3(4). 5HEAi}iING FASTENERS f'ER L � C _ - - _ _ FIRE-RETARDANT-TREATED WOOQ SHALL BE OF '�'� '�S
<br /> I I HOT-DIPPEU GALVANIZED SiEEL, STAIMLE55 STEEL, SIUCON •
<br /> TABLES R602.3(1) dt (2)., �RONZE� OR COPPER. SHEARNJALI BOTTOM PLATE NAIUNG
<br /> STRUCTU(2Al �1EMBER FASTENERS PER TABIE R6U2.3(1)• I ' ( I ` CONC. �, �,, ANU ALL NAILING AT PRESERVATIVE TREATED WUOD
<br /> WD'G � � MEMBER$ SHALL BE HOT-UIPPED ZINC COATED GA�VANIZED
<br /> WOCD IN CGNTACT Wi1H CCNCRETE, NEAR GROUiVD, OR WO(,'D EXPOSED TO WEATIiER T0 ."' 'Y' STEEL OR STAWLESS.STEEL NAILS. ZINC COATIMG WEIGHTS u, `�
<br /> 8E PRESSURE TREATED CR NAiURA U
<br /> LlY 0 RABLE WOOD PER R317. I I I AS REQUIRED PER ASTM A 153: W THE AB5EPICE OF � �
<br /> MANUFACTURER'S RECOMMEPdDATIONS, A MINIMUM OF ASTM '�' c�
<br /> CONCRETE & REBAR: I I -.-- A 653 TYPE G185 ZINC-COi1TED GALVANIZED STEEL, OR � x r!
<br /> �BA.B Z(�SE 60.000 PSI -S', AR DE 60 ASTM A706. �YALL REDAR Sti/�LL QE PLACED E(�UIV�LEPlT; SHALL BE USED. � o
<br /> . ,. .
<br /> N0 CLOSER TO THE-0UTSIDE FACE THAN � THE WALL T}iICKNESS. REQAR COVER PER �
<br /> PT 4x4 HF�2 COL � m w
<br /> ACI 318. FOOTINGS TO BEAR CiJ 1500 PSF �iINIb1UM UNDISTURBED SOIL. C(kJC(lETE TO ' .Q cn
<br /> SECURE TO FTG � `
<br /> �E �11NIMUM f c = 2500 PSI @ 28 DAYS {3,000 PSI FOR GARAGE/CARPORT SI.�EIS, o �
<br /> EXTERIOR PA110 SLABS ON GRADE, & WEhTfIER EXPOSED BASE�IENT, FOUNDATION ( W/ EP644PHDG. ABYrPi: AL7EfiNATE BRACED WALL PANEL PER R6D2. - �
<br /> I INSiALL (2) ANCNOR QOLTS � 1/4 P"fS. dc 1800 L8 CAP.
<br /> WALLS, PORCHES, ANO STEPS W/ 59�-7� AiR ENTRAINMENT). MINIMUM DESIGN E(�UIV. ' 6" THICKE�JED SLAB HOLDOWN (5THD10) AT EA. END TO DBI. STUD
<br /> FLUID PRESSURE = 35 PGF OR PER SOiLS ANALYSlS. I I (
<br /> EDGE. EXTEND a"
<br /> PROVIDE �10. h VERTICA� ( I I BLW FlNISHED GRADE
<br /> 6" BARS AT A SPACING NUT GARAGE ' •
<br /> C4NTINUOUS �4 HORIZ. BAR (
<br /> O
<br /> TO BE LOCATED 6" BELOW IN. EXCEEDING 48 INCNES. 4° CONC SlA6 ( �
<br /> TOP OF WALL � IRC R404.1.4.2 F1LL & TAMP N
<br /> �
<br /> , SI.QPE �':i'-0' T0
<br /> a • DOOR(S)
<br /> �
<br /> `D ftEBAR � I � I � o �
<br /> 't� GR�DE ° � � e,,�_— Q
<br /> - I .r _ _ a' �T w� �
<br /> I I I ° � °' M
<br /> Ir I i t 1=1 I�- �
<br /> X �a BAR w/ I� �Ili�i,��� � � � Q -d-
<br /> ¢ 12d MINIMUM II° ,���. ¢ I I ( N �.�. � � �
<br /> ¢
<br /> � HORIZONTAL �� 3>. MIN. � I I � �o
<br /> �o EXTENSION F � � a �
<br /> � S T D. H O O K 4"4 PERF. Q
<br /> � I . FTG. DRAIN a- I I i � C� Q �'`-'
<br /> IN GRAVEI �
<br /> R405.1 � r' '
<br /> 3" ;�l4 d , z � I I I � r
<br /> ��IN� IIa ' � , � �o I
<br /> I( A
<br /> � z �
<br /> � � - I
<br /> - ; �
<br /> IF FOOTiNG POURED SEPARA�TELY, (2) CONTIN. #4 HURIZ. ( I
<br /> PROVIDE #4 BAR 48" O.C. MAX. BAR 3"-�F" F'kOM BOT.
<br /> WITH STD. HOOK. EXTEND TO 3" OF FTG. _ t,_ O [r
<br /> CLR FROM BOT. OF' fTG. RQIL{IE 12" MIN. I DEPRESS STEI� WALI CONTINUOUS FOOTING � DOOR I I
<br /> HORIZ. EXTENSION PARALLEI TO I � — - � DOOR OPENINt�'S— — OPENINGS — — — — — � I
<br /> WALL FOR PROPER CONG COVER. , � �
<br /> — — — — — — — — — — — — — — — — — — — ,
<br /> FN C� . D E TAI L Q A6�, o o ABWPt o �
<br /> PLAIN CON (�. p o 0 o v� � � .
<br /> � o
<br /> SEISMIC ZOFIE "D" SC�LE: Y" = 1'-0'° � � � � � �`' c�
<br /> N t� W z
<br /> � T
<br /> . . . . . . . . . � . .. . . �. . . . . . . . . . . � . . � � � �-- . '1�- �(n
<br /> �6" OSQ� �Z� CDX PLYWOOD OR 3'-10}�. 16'-3" 3'-1qY" �--/ ¢
<br /> � � �
<br /> o � �
<br /> �" T-1-11 SNEAT}iING. NAIL 8d 24'-0" � � � w
<br /> 2x4 STUDS � 16" O.C. �6" UN EDGE, 12' IN FIELD ��i� ,'� - �� �i� 'y'(��� (��"t�,�-', ,�r� w � �
<br /> �� Q � �
<br /> 2x4 BASE PLAIE 2x4 PT SILI PLATE W/1�"� A.B. �' t �
<br /> � � 4S"O.C. & BTWN. 4k & 12" 1.����� /� �itJ' ��-,+Lv �i�/���.-�.ti- �/ � � c�
<br /> 4" CONC. SLAQ ON SAND �°. OF SILL ENDS. EMEIEU ?" MIN. � o z
<br /> ' fl�l. & TAMP AS REQUIRED 3x3x0.229" PI�TE WAS�iERS. �
<br /> � . , F0U �� ATI �N P LAN 5��: y� � ,�-oT
<br /> _ `° �� �'G-� �.S �/ ��, GG�'y�� � �� ° �
<br /> �.<':. , :. _ �� V
<br /> i� =m-���-� fINISHED GRADE 5LOPED FOR � /" �� ..�� =-�
<br /> n �ti=�;`" r ca z
<br /> m m;� ° ��ri � z 6° MIN. FALL Wl f}-IIN lU' OR � t 1 - ^�.'" 4���,'� I c�i w
<br /> SEE CONC FTG ���n,i u ao _ .. � .
<br /> �i -- � PRUVIDE S'NrilE OR DRAIPl. �� «� / o Q
<br /> DETAI� ABOVE r' �.:�: � � .�j��9�G. + C`�j
<br /> 3„ 6» 3� FOO7I�JG DRAIN: 4"� Pf�RF �I�,�il�.C� / � �
<br /> PIPE IN WASHED GRAVEL.
<br /> 12" CONNECT TO APPROVED
<br /> UISCHARGE
<br /> �AR �GE WALL �ECTI0�1
<br /> . . . . . . .. � � � JC�LE� �n = ��—��� � . � . : � . . . � � . . � � � � � . . . � . . � . . . � .. � . . . . .. . � .
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