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<br /> WRITTEN DIMEN510N5 ON THIS DRAWIN6 511ALL HA�lE PREGEDENGE OVER SGALED DIMENSIONS.
<br /> GONTRAGTOR SHALL VERIFY ALL DIMEN�IONS,GONDITIONS,ETG.PERTAININ6 TO THE t^lORK
<br /> BEFORE PROGEEDIN6. THE OWNER MUST EE NOTIFIED OF ANY VARIATIONS FROM T}tE
<br /> DIMENSIONS AND/OR coNDITIOHs sFiowN ON THESE DRAWIN65. ANY SUGH�lARIATION SHALL BE
<br /> RESOLYED BY THE OWNER PRIOR TO PROGEEDING WITtf THE WORK,oR THE GONTRAGTOR SHALL
<br /> AGGEPT FULL RESPONSIBILITY FOR THE G05T TO REGTIFY SAME.
<br /> Itten dlmensions on this drawing shall have precedence over
<br />, aled dlmenslons. Gontactor shall verify all dlmenslons,
<br /> nditfons,etc.,pertafnfng to the work before proceeding.
<br /> e Owner must be notifled of any varlatlons from the
<br /> Imenslons and/or conditlons shown on these drawings. My
<br /> ch varlatlon shall be resolved by the Owner prlor to
<br /> roceeding wlth the work,or the Gontractor shall accept
<br /> , II responslbillty for the cost to rectlfy same.
<br /> �03/4��
<br /> � ROO�IN6 MAT�RIAL N�45H � �RGHIT�GTS
<br /> ONI�(%16° 085�50LD GDX 24-0 PLYWOOD GENER�L NOTE'�.�' :
<br /> SHEATHING; 8d � 6"O.G. ED6E
<br /> 8d � 12" O.G. �I�LD
<br /> (�i/16" OSB AGX PLYWD � EVES) I. All construction per appl(cable codes and ordinances.
<br /> 24" GARDBOARD BAFFLE MIN. 15# UNDERLAYM�NT -�� 3�4�� 2012 IRG, IBG.
<br /> ALLOW �OR I" AIR SPAGE NAIL 6" EDC��, 12" �IELD \ .�
<br /> MIN. EXTEND 12" ABOVE WITH 8d NAILS, U.N.O. HANDRAIL: �-- � 2. �lerify all dimenslons on �ob s�te. Bring discrepancies
<br />` INSUL,4TION. C�RIP li4" - 2" 4' to the attention of Owner and/or Deslgner. �,;-�� .0 «, �
<br /> PRO.lEGTI ON �ROM `� �aa� � ��,�������, � �
<br /> WALL NO L�SS N051N6 3. Owner will verify window sizes and manufacturer(s) with a� �
<br /> � �;� e��,� �
<br /> THAN I%z". framer before start of construction. € �
<br /> . z €
<br /> _ 4. One window per bedroom shall meet egresa code. ���������
<br /> SOLID SNEATHIN6 � I �l��j� � s : �
<br /> , OR GDX PLYWD. _ � '_-! �;�'�I;u�t�,;�-;W:
<br /> � 5. 5kylight glazing per 2012 IBG. �,,_ �� �;��, ,�����r�„fE
<br /> WHERE EXPOSED N I I I i �.. :_.�'�'',�`°�,�}
<br /> TO W�AThiER I 6. Truss manufacturer shall supply shop drawings to Owner
<br /> I I � I and framer to review and approve before fabrication.
<br /> OPEN RAIL: ( �
<br /> OPEN SPAGE BETWEEN � � �. Owner wlll verify electrical and heat layouts with
<br /> TOP PL. PIGKETS SHP�LL BE � � I � � i I � installer before Installation.
<br /> LE55 THAN 4" GLEAR I � � I � � 8. Under all parallel bearing walls, use double �oiats or as �
<br /> IX �ASGIA BD. I � � � noted on plan. Double�olst (or extra T.11) under all non- �
<br />• W/ M�TAL - � � � � I / HANGER bearing parallel walls. �
<br /> 6UTTER APPRO�/ED TRUSSES B�ARIN6 cS� � � � � � ( ��� �� N
<br /> MANU�AGTUR�R'S SEAL. ('(� � � I � / q. TJI products to be installed per manufacturer's °�
<br /> 5EE ROOF �RAMING PLAN _� � I � i �y instal lation guide and approved reports. � � �
<br /> �OR SPAG I NG � I '
<br /> ' m I � � �/ 10. �II metal connections to treated wood shall be at a � � M
<br /> � mfnimum; trip le zinc ZMAX (61b5 per ASTM A653); Hot Dip � -
<br /> Y
<br /> INSLULATE PER WSEG. �y� / 6alvanze (ASTM AI23 for connectors and A5TM153 for �� r l `� �
<br /> ` 2X BIRD BLK'6. W/
<br /> � fasteners and anchora. \.J � o
<br /> 2" SGRE�NED �/ENT 5/8"X 10" ANGHOR BOLT W/ 3"X3"X / O � � �
<br /> HOLES WITH I/4" �/4" PLATE WA5HER5 � 48" o.�. NO / II.AII bathroom fans, kitchen hood, and dryer ducta shall be � Q �
<br /> GORRoSION RESISTANT � I�I '�G ���� LE55 THAN 4Y2" 8 NO MOR� THAN 12" 2X4 STOP 3-2x12 � exhausted through the attic to the roof or through the O �
<br /> M�TAL MESH GO�/ERIN6 FROM EA. END 51LL GORNER, JOINT, STRING�RS Q floor system to an outsfde wall. All wall ducts shall �� �""I �
<br /> END, OPENINC� �TG. �7" MIN. termfnate at least 36" from a window openfng. �
<br /> �IRE BLOGK ALL VERTIGAL EMBEDMENT INTO GONG. EXGEPT � 2-2X HEADER � �� f"� � �
<br /> OF'ENINGS IN WALLS AT SHEAR Wf�LLS - 5EE SHEAR WALL � �
<br />' ' PLATES AND �LOORS NAILINC� SGHEDULE. � �j � �
<br /> �LOOR JOIST 2X4 BLOGKIN6 Z � W �
<br /> 2x P.T. SILL I (FIR�STOP) � � U �
<br /> � � cS� GL I M�T I G P�ND GEOGR�i�H I G �"r o
<br /> � I ° #4 REBF�R � I6" O.G. HORIZONTAL �IR�BLOGKS � D�SI GN GRIT�RI?�: � � W
<br /> �
<br /> ` EN6INEER�D �015T5, SIZE AND X �0 I FIREBLOGK STAIRS: � �
<br /> Q ,
<br /> SPAGIN6 P�R PLAN OR 2X �015T5 ONGE IN TOP � BOTTOM TERMITE: SLI6HT TO MOD�RATE �
<br /> FIN. �LR. � � O� RUN B�TW�EN STRINGERS \ DEGAY: 5L16HT TO MODERATE �
<br /> - - � � #4 REBAR � 48" O.G. VEizTIGAL � �LONG RUN BETWEEN STUDS WINTER DESI6�1 T�MP: I�i°
<br /> �t
<br /> USABLE SP,4G� UNDER STAIRS \ IGESHI�LD REG2UIRED: NO
<br /> Q TO BE I HR FIRE GONSTRUGTION
<br /> a 5/8" TYPE 'X' 6.W.B. (TWO LAYERS �LOOD HAZARDS: 2003 Iqq2 �IRM
<br />. TO� �L. ° 3" MIN. AT STAIR GEILING) \ AIR �REEZIN6 INDEX: 250
<br /> GLR. TYP.
<br /> MEAN ANNUAL TEMP: 50
<br /> #4 REBAR
<br /> . (2) 2x TOP PLATE, LAP GORNERS, w J B�R
<br /> OFFSET END JOINTS BY 48" D�SI GN DAT,4: �
<br /> �
<br /> ALL �OOTIN6S TO BEAR ON STP�IR NOTES:
<br /> , BEARIN6 SOIL I R15ER HE16HT = 7-3/4�� �"�/�X. ROO� LOADS: LL 25#/5F (SNOW) � �
<br /> %Z" 6YPSUM WALLBOARD, TYP. ' " S T� I i� ��T�I �. � TY� I G�i�
<br /> W,4LL GREP�TER THfkN 4-O PER PLAN DL IS#/S�
<br /> 'r(6" 058. OR f'LYWD. SHEATHING. W/ P�/A �/APOR BARRIER � WALLS � TRE�D D�PTH = I O�� M I N. TOTAL 40#/S� O �
<br /> NAIL 6" ED6E, 12" �IELD WITH 8d AND GEILINC�S
<br /> NAILS UNLESS NOT�D OTHERWISE ST� . �OU�117�T I O�l I7�T�I 1. 6I SGALE: N.T.S. � �
<br /> 2 FLOOR LOADS: DL�O/5� �
<br /> 6� 5G,4LE: N.T.S. PER IRG R403.1.3 � R403.1.3.1 TOTAL 50#/S� �
<br /> LI�I �iG �fi��� \
<br /> 2x STUDS � 16 O.G. TYP. � �
<br />• „ DEGK LOADS: LL 60#/5� �
<br /> DL 10#/SF � �
<br /> �IR� BLOGK ALL �/ERTIGAL TOT,4L �O#/5F
<br /> , OPENIN65 IN WALLS AT SOIL : 1500 PSF �'— � �
<br /> PLATES AND FLDORS
<br /> -� GONGRETE: 2500 PSI A�TER 28 DAYS � �
<br /> (5%2 SAGK MIX) � �
<br /> -3000 P51 FOR EXT�RIOR �OUNDATION �
<br /> "X 10" ANGHOR BOLT W/ 3"X3"X " WALLS, �'ORGHES, STEPS, AND OR � � �
<br /> � � 6ARR6E SLABS- AIR ENTRAINMENT
<br /> PLATE WASHERS � 48 o.c. NO LE55
<br /> „ THAN 4� � NO MORE THAN 12
<br /> 2x STUDS � 16 O.G. TYP. IS BETW�EN 5-7% (TABLE 402.2 IRG) � �
<br /> �ROM EA. END 51LL GORNER, JOINT, �
<br /> END, OPENIN6 ETG. 7" MIN. G���G� �
<br /> EMB�DMENT INTO GONG. �XG�PT � MASONRY : PER 2012 IBG O �
<br /> SH�AR WALLS - 5EE SHEAR WALL STEEL : P�R 2012 IBG (GRAD� 40) L
<br /> SIDIN6, SEE PLAN �OR TYPE NAILIN6 SGHEDULE.
<br /> WOOD : P�R 2012 IBG �
<br /> , NAILINC� : PER 2012 IRG NAILIN6 P�R TABLE
<br /> R602.3(I), R802.10 date: 08-ZO-I�
<br /> 2x BOTTOM PLATE
<br /> ' 2x P.T. 51LL 6 MIL. VAPOR R-10 INSULATION; WIND: 85 MPH p
<br /> ermit:
<br /> SEISMIG: ZONE - Di
<br /> BARRIER BETW�EN EXTEND IN 2' �ROM V - see design cal�ulations(Wdl) revisions:
<br /> 4" GONG. SLAB ON GONGR�TE SLAB ff �OUNDATION WALL 10-OI-13
<br /> 4" 6RANULAR BED GR�NULAR B�D WEf'�THERING POT�NTIAL: MODERATE
<br /> FIN. FLfiz. z � 4" GONG. SLAB ON � Z �ROST LINE: 12" I�-�4-13
<br /> 4"� D.S. TIGHTLINE P051TI�/� a. a � " � � 4"�P D.S. TI6HTLINE, POSITI�/E II-O6-13
<br /> DRAIN TO STORM SYST�M � I ° � a a I� 4" 6RANULAR B�D II _ �,�,�,: 45 P5� 12-06-13
<br /> I� a Q � � � Q o a , � � ° ° °a ( ° � DRAIN TO STORM SYSTEM 4" B�AM: DOU6LA5 FIR #2
<br /> � l� � - a �' r ' O a - �I a � a � �j ` �11�1. 6RADE TO SLOPE fv = 180
<br />� IN. 6RAD� TO SLOPE — I _ ° ,� AWAY �ROM BUILDIN6 fb = q00 PSI
<br /> WAY FROM BUILDIN6 Z\\\\\\\\\\/ � — — — _ a � � � � � ` � � � �. � � v c � 1 ���� � —
<br /> ��\��\�� Z E = 1,600,000
<br /> � \ \\ \ � 4 /�\// / � 6" BE�M: DOU6f AS �IRO #2
<br /> (� �/\ ! Q — I — — — — a /��� � . �_ �800 000
<br /> , ���\���� — -GOMP�GTED �I LL i a _ �\��\�� 4" POST: DOUGLPS FIR #2
<br /> ��\��\�' — TO c15% � � _
<br /> //\�j\� a a . — _ a �///\\//\\ Ec-II�,600000� drawn bdy:b . D
<br /> \���,�\ � =R E B A R P L A G E M E N T /����� G I't e G IGe
<br /> 6" P O S T: D O U G L A S F I R #2 y
<br /> Z �j�� 5EE D�TAIL #2 ABOVE — — — _ _ - REBAR PLAGEMENT PER REB,4R PLAGEMENT PER ��� � �c_III300,000 I , c�}-.}��-T-
<br /> � �`/ a , , , — DETAIL #2 ABO�/E D�TAIL #2 ABOVE a \� ! - #
<br /> ,� — — � - J015TS � RAFTERS H�M FIR 2
<br /> � a
<br /> � �, — j�— — — ° � �� � � STUDS: fv = 150
<br />, �/ °' I I Z }- — _
<br /> — — a Q \� — fb = 850 P51
<br /> � o � o o � � = 1,300,000 � I
<br /> �� , � 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 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 ° ° , � �� GLU-LAM BE�MS:
<br /> � m � ALL REIN�ORG�MENT O�
<br /> � 4 d� P�RF. FOOTIN6 DRAIN TILE � MUST BE TIED IN PLAGE
<br /> �OR �OUNDATION INSP�GITON 4"� PER�. �OOTING DRAIN TIL� fv = 2 O psi
<br /> W/ GLOTH GOVER � 6RANULAR fb = 2,400 pai (reduced by size
<br /> W/ GLOTH GO�/ER � 6RANULAR fa�tor, G��KI)
<br /> GOVER A5 R�Q'D. BY 501L GO�l�R AS REQ'D. BY 501L E = 1,800,000 psf
<br /> � GONDITIONS 5EE �OUNDATION PLAN GONDITIONS
<br /> �OR FTC�. / �DN. 51ZE NOTE:
<br /> VARIATIONS �ROM THE ABOVE
<br /> REBAR PLf�GEMENT PER ALL �OOTIN65 TO BEAR ON P�LL �ODTIN65 TO BEAR ON LUMB�R 6RAD�S WILL BE
<br /> DETf�iL #2 ABOVE B�ARING SOIL BEARIN6 SOIL NOTED ON TH� PLANS. Gurrent
<br /> �OI�
<br /> i. suB��ooR: D?.WS01�1 L?.N�
<br /> T�G PLYWOOD OR OSB APA RATED M?.DRON?. ,4\/E
<br />� STURD-I-�LOOR 16" O.G., 3/4°
<br /> I � I � I G�� Y�IEr��.�. S�GT I O 1 �� APALRA EDoS Ef�N6IN 24/16 7/16"
<br /> G I SGALE: N.T.S.
<br /> ���� �� �������
<br /> �������� ��� ������
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