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VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION
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<br /> 5���� Y�I�LL �G 1 I�iI UL� # �x TOP PLATE �
<br /> NRIL SFiEATFiING Tq
<br /> HEADER • ' HEADER � 3" O.G. B.W.
<br /> fKR �Oi�i IDG HXTEND TO . . . .
<br /> E�EhIERAL NOTES: END t^lALLS . . , ,
<br /> SEE PLANS TO DETERMINE THE DIFFERENT DESIGNATORS FOR SNEAR WALL MATERIALS, � � � +t �+ �
<br /> NAILIN6,ANGHOR BOLTS,AND HOLD04^P15. LOGATE HOLDOWNS AS GLOSE AS POSSIBLE TO THE END f�l 2x �'a-n.1D5 � � ��
<br /> OF THE DESIGNATED WALL.. '�.
<br /> ALL HOLDOWNS,ANGHOR BOLTS,YYASHERS, E NAILS IN GONTAGT WIThf P.T.Yy00D TO BE .I I. �M�� � V
<br /> HOT DIPPED GALVANIZED.
<br /> PI = ONE SIDE PLYWOOD 'I �•
<br /> P2 = TWO SIDES PL'YWOOD 'I `� GONNEGT PLYYVOOD � � �
<br /> - -�- -�-r- i^1/bd NAILS � B" O.G. � �
<br /> � NA L1 SPAGIN6 � 51LL (�T�ONAL � SASE HE M AR�2 •I * TO ALL STI.JVS, PLATHS ��w '
<br /> �
<br /> l/Ib" TOP d BTM. f°35 � BLKG. PLATE SIMP50N MASAP PLATE VALUE • f a HeA�ejzs "� �
<br /> MARK PLYWD.
<br /> EDGES FIELD PLATES ANGHORS REQ'D. ANGHOR BOLTS i ANGFICJRS I NAILING �#/LFI •I I• '� �y
<br /> ........ APA RATED Si-iTG. �
<br /> PI-6" 8d 6" 12" ' 6" 18"O.G. 2x4 ! 5/8" � 48" 48" d ENDS (2) Ibd � 10" 240 , , �S" r�IN. �4/o exP. I
<br /> _ ---___ �- ------�_--
<br /> PI-4" 8d 4" 12"� 4" ^ I6" O.G. 2x4 5/8" � 32" � 30" # ENDS i �2) Ibd � 7" 344 ' • TO GONG�e�
<br /> _..._ I �
<br /> �3"** � 8d 3 , 3 12" 3" 14"O.G. 3x4 5/8" � 24" � 24" # ENDS (2) Ibd � 5" 450 I �o NEGTORS OR
<br /> - __ - --- .�_.._ �
<br /> � PI-2" ** , 8d 2" 12" ; 2" 12"O.G-� 3x4 3/4" � 24' � 18" E ENDS (2) Ibd � 5" 585 C�J �+4 VejzrlcALs I•I� �•I
<br /> � � .... -�.... • �• NA� SHEATE OR 2-2X
<br /> � �_. t
<br /> P2-6" ** � 8d 6" 12" 6" 10"O.G. I 3x4 5/8" � 24" WA (2) Ibd � 5° 480 �+4 HojzlZ. � •'I • IL Ar IN�
<br /> -_ �• ........_.. _ 12" o.c.--_� TO EAGH PLATH
<br /> ._...____...._
<br /> --T-----�-- � (3) Ibd � 5" 700 3/4"�x io��P..e. �
<br /> P2-4" *' 8d 4" �2�-4" 8"O.G. � 3x4 3/4" � 20° wA y.0 g��x���xi/4"
<br /> P2-3" +'* ' Sd 3"�12" 3" 8"O.G. 3x4 3/4" � I6" WA C4j Ibd �5" q00 _
<br /> __ _A_ �_ �ALL�� � PLATE WASHER i
<br /> , - . __.....---- ----
<br /> P2�2" *• 8d ` 2" � 2" 8"O.G. 3x4 I 3/4" � 12" WA (4) Ibd � 4" 1170 sT�M �
<br /> _ _ �---I _ ,,,� ,
<br /> -- �
<br /> "'NOTE: WALLS WITIi UNIT SHEAR OF 350�/ft. OR GREATER SNALL HAVE FRAMIN6 � �
<br /> MEMBERS(STUDS 6 PLATES) ABU"rTING PANELS NOT LE55 THAN 3X MEMBERS
<br /> PER IBG 2012,TABLE 2306.3.1.3X FRAMING WILL BE NOTED ON PLAN. ��
<br /> _ � F�
<br /> � GONT. POOTING �
<br /> I. USE POWPR-DRIVEN STEEL STUDS AND NAILS BY HILTY OR RAMSET WHERE APPLIGA6LE.
<br /> 2_ PLYWOOD MAY BE INS7ALLED EITHER HORIZONTALLY OR VERTIGAL LY.
<br /> ' 3. 50LID BLOGK WIT}�JOIST UNDER INTERIOR SHEAR WALLS� - ELE�/ATION �/IEW � �
<br /> SH�AR WALL NOT�S � ouTsiD� o� GARAGE ;�
<br /> _.......__� GARAGE DOOR
<br /> �/I6"O5B OR PLYWOOD SHEATHING-USE 8d GOMMON OR 6ALVANIZED NAILS. BLOGK ALL PANEL C�
<br /> EDGES. LON6 DIMENSIONS OP PLYWOOD MAY BE INSTALLED VERTIGALLY.NAIL� 12° O.G.TO ALL � y� .
<br /> INTERMEDIATE ST'UDS. WHERE 3"NAIL SPAGIING IS SPEUFIED AT PANEL ED6E5,USE I-V2"8d -
<br /> SHORT NAILS OR 3X STUDS WITH Sd GOMMON NAILS. FOR 2° NAIL SPAGING,USE 3X STUDS �� w
<br /> AND STAGGER PANELS. WHERE PLYWOQD IS 2 SIDES OF WALL, JOINTS TO FALL ON
<br /> SEPARATE 57UD5 ON EAGH SIDE. IRSIDE OP �
<br /> FLOOR PLYWOOD -USE 8d GOMMON NAILS� 10" O.G.AT INTERMEDIATE �JPPORTS,6" O.G. GARAGE ��
<br /> AT ALL PANEL ED6E5 AND 4"O.G.AT ALL SHEAR WALLS,UNLE55 OTHERYVISE SNOWN ON PLANS. PLAN VIEW OF
<br /> FLOOR JOISTS -JOIST PARRALLEL TO FLOOR OPENIN65 AND EXTERIOR WALLS SHALL BE GONGR�TE STEM YVALL
<br /> GRO55 BLOGKED AT 48" O.G.� EDGES 1^V(4) IOd NAILS FOR THE FIRST BAY. �
<br /> 3"x 3" x I/4" SC�UARE WASHERS AT ALL ANGHOR BOLTS. �
<br /> - -- L?.TER?.L RESTR?.I NT P?.NEL
<br /> l/I6" OSB OR PLYWOOD SHEATHING- STAPLE SGHEDULE SEE GENERAL NOTES NO SGALE
<br /> ALLOWABLE SHEAR VALUES WITH HEM FIR#2 S1UD5
<br /> _......TT_
<br /> 2" I6 GA. STAPLES� 15 GA.STAPLES� I 14 GA.STAPLES�
<br /> 3"O.G.-280#/ft. 4"O.G. -280#/ft. I 4"O.G. -303�/ft.
<br /> 2"O.G-360�/ft. � 2-V2"O.G.-430#/ft. E 3"O.G.-390�/ft.
<br /> � 4"O.G.AND IOd NAILS 2"O.G. -ra44�1ft.
<br /> ' � 6"O.G.- 620#/ft. i
<br /> � FIELD SPAGING: 12" O.G.NAILS 6 STAPLES.
<br /> HOLDOWNS - INSTALL SIMP50N FiOLDOWNS OR EQUIVALENT AT THE END OF SNEAR WALLS
<br /> WF+EN SHOWN ON DRAWINGS. TO ATTAGH USE 2X OR 3X HF#2 GONSTRUGTION GRADES AS
<br /> SI+EAR Y`lALL BOUNDARY ELENfENTS. HOLDOlNNS ARE ONLY REQUIRED YVHERE SHOWN ON PLANS.
<br /> T
<br /> 1. ROOFING PER PLAN ON #15 WATERPROOF
<br /> �� BUILDING PAPER ON �/e"OSB STRUCTURAL 1
<br /> RATED SHEATHING
<br /> 1 . 2. APPROVED TRUSSES Q 24"O.C.OR RAFfERS
<br /> 2 PER PLAN AND CEILING JOISTS PER BUILD SECTIONS AND
<br /> � ROOF FRAMING PLAN.
<br /> _ '�� � SEE Rat7F RAtvtI�1G � 3. 26 GA. PRE-PAINTED METAL GUTTERS ON �X 8 '
<br /> ��fi �� e ���, ���,���'r��� _ P.P SPRUCE FASCIA.
<br /> ` 2 P"ER P'I..J�� '� � ��� �,,-�'�� 4. Y2"GWB FINISH ON INTERIOR WALLS AND 5/g"
<br /> ���� a GWB ON THE CEILING �
<br /> ALL GONSTRUGTION TO GOMPLY WITH THE 2012 WASHINGTON � 5. 6X8 OR aX10 DF#2 HEADERS U.N.O. �y
<br /> TL�SLE 406.2 Eh1ERGY GREDITS ��E ROOF FR�AMING � 6. SCREENED BLOCKING �
<br /> STATE ENERGY GODE I-IOU5E5 SETI^l�Ehl 1500 SQ�T L�1�lD 5000 SQ�T � f--��M �--�y' � � �P�. ����C
<br /> ENERGY GODE REG2UIREMENTS BASED ON PRESGRIPTI�/E �Quir� 1.5 GREDITS �,�,�\ � ,�` � -� INSULATION. PROVIDE WIND�AFFLESATVENTS
<br /> / / . � , ,/�,f,
<br /> REG2UIREMENTS �OR GROUP R OGGUPANGY - GLIMATE ZONE 5 ;_ �, .,_ ;4, ,� � � '�� ^ � ` ��R�''� WITH LOOSE FILL INSULATION.
<br /> OPTION a? cn ;>-- .
<br /> GREDIT S,� � 0 3 7. R-49 BATT INSULATION AT CEILINGS. INSURE 1
<br /> OPTI Ohl 5S � � CONTINUOUS AIR SPACE OVER BATTS,VENT '
<br /> ������r�T yv<aT�r +-F�<aTir�G IS � � 4 � EAVES,ANDRIDGES.
<br /> � GL�S, PROPL�h1E, OR OIL Y`lL�TER I-fEL�TER � I . -�`�
<br /> POST ENERGY GODE GOMPL I ANGE GERTI�I GATE W I TH I N 3 O� y.�l TI-1 L� M i hll MUM E� o� .82' --� � N 8. INSULATE RIM JOIST. R•Z�
<br /> ELEGTRIGAL SER�/IGE PANEL. 5 �E p��y °D °' 9 9. 2X6 STUDS Q 16"O.C.STACK FRAMING.
<br /> ALL HOT WATER PIPES IN UNHEATED SPAGES MUST INSTALL PROGRAMMABLE THERMOSTAT TO GONTROL H�/AG 3 �� �� PROVIDE WALL BRACING PER IRC R602.10.3.
<br /> BE INSULATED WITH R-4 INSULATION PER 2012 WSEG SEG403.4.2 SYSTEM ` � , SEE ELEVATION FORSIDING.
<br /> ,.,, ``� � 10. �/4'UL GRADE T&G P�YWOOD. GLUE AND NAIL
<br /> � �n WITH 10d 6"O.C.AT EDGES AND SOLID
<br /> � p - SEE UPPER FL.FRAMING 1� �: 8 BLOCKING, "
<br /> �GL I M?.T� Z01�1� 5 ?.1�1L7 M?.R11�1� 4� � � "`,� AND 10 IN THE FIELD. ,
<br /> . � v� 11. 2X6 SOLE PLATE WITH 16d At 16"O.C. T�P OR
<br /> � PEIVESTRATIOIV I SKYLIGHT � GLAZED GEI LI1VG WOOD PRAMED FLOOR BELOW GRADE � '� �� SOLE PLATE TO STUD END NAIL 216d.
<br /> U-FAGTOR � U-FAGTOR ��1`IESTRATION R-VALUE WALL R-VALUE R-VALUE WALL R-�IALUE SLAB R-VALUE � N
<br /> SFiGG auD DEPTFi � � f- � � 12. 2X RIM JOIST W/316d EACH JOIST.
<br /> � 13. R21 BATf INSULATION.
<br /> O.�O 0.50 NR �-4Q R-21 �-�O 10/15 R-10, 2 FEET `
<br /> ( � ��-�8 vaui..-r�n,� � R-z� +T8 ,�� � -• � �-:�� 14. Y2"DIA.X 10"ANCHOR BOLTS Q 48"O.C.AND
<br /> � � � WITHIN 12"OF PRESSURE TREA�ED SILL�LATE
<br /> � � � cn ENDS,JOINTS,CORNERS,OPENINGS,ETC.
<br /> ���� ��fi �� : �,,,K '� ■�i � 15. 8"MIN.CLEAR TO DIRl"
<br /> � � �� I �fi��fi �� ; `�' � N 16. 12"MIN.CLEAR UNDER BEAMS IN CRAWLSPACE
<br /> M�c, �'�,� qNff508:3 INTERMITTENTLY OPERATING �/ENTILATION SYSTEMS. � - °D 0D �� � AREAS. 16" MIN CLEAR UNDER JOISTS IN
<br /> T H E D E L I�/E R E D �/E N T I L A T I O N R A T E �O R I N T�R M I T T E N T L Y ,�} ��... � ��;,. t _1 `�j, �,� 1 � 1 0 �'� �,� CRAWL SPA CE A R E A S.
<br /> OPERATING �/ENTILATION SYSTEMS SHALL BE THE PER�ORM BUILDING AIR LEAKAGE TEST {BLOWER DOOR TE57) �`-�� SEE FOUNt�ATIc�N � 17. 6"THICK CONCRETE WALL ON 16'X8'THICK
<br /> GOMBINATION O� ITS DELI�/ERED GAPAGITY �ROM TABLE IN AGGORDANGE TO WSEG � � CONCRETE FOOTING MIN. 16"BELOW FINISH
<br /> M150�.3.3(U, AND ITS �/ENTILATION E��EGTI�/ENESS AND DAILY CRAWL SPACE � � * � � � �� GRADE. PRO'VIDE(2)#4 BARS IN FOOTING AND
<br /> �RAGTIONAL OPERATION TIME �ROM TABLE M150�.3.3(2) ` �iDE ���� ~"'�"�--" --1 --^ �� � -� 15 (1)#4 BARAT THE TOP OF WALL U.N.O.
<br /> PRO�/IDE DUGT SEALING A��IDA�/IT (I� APPLIGABLE) 2 1 -, _ �s�AWAYFROMFI�J gEE FQUNC}ATl{3N 1
<br /> �!�= i�' � � 16. 4"DIA.TIGHT LINE ROOF DRAIN
<br /> � ��_� �� ���� �����_�� 0 1 � -III� '�q � CRAWL.SPACE � • � 19. NOTUSED
<br /> "' � � c�►oe 20. NOT USED
<br /> b ''=�� ,--� 2 � 1{�- ' -�� (8LOPEAWAVFTiOM RO.J 21. 6 MIL B�ACK VISQUEEN VAPOR BARRIER LAP 12"
<br /> SEGTION 404 - ELEGTRIGAL POV`IER � LIGHTING SYSTEMS 3. e. 3. �� � ��� ��tq � MIN.
<br /> =� 22. WIND BAFFLE BETWEEN EACH"iRUSS SPACE.
<br /> 404.1 Interlor Lighting: A minimum of �5 percent of al I 12 �i�� .,��I�� =A ,�� 12"ABOVE BLOWN AND 6"ABOVE BATT
<br /> luminaries sha I I be h(gh efff�a�y luminaires. 23. y2"CDX PLYWOOD OR�/e"OSB SHEATHING. NAIL
<br /> 4' 8" 4' 6d 6" O.C. EDGES AND 12"O.C. IN FIELD U.N.O.
<br /> 16' �
<br /> � �
<br /> TYPICAL 1 -STORY WALL SECTION TYPICAL 2-STORY WALL SECTION
<br /> SCALE 1/2"=1'-0' SCALE 1�2^"=1,-0"
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