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l^i-itten dimensia�s on this drawing shall have prccedence over ��
<br /> scaled dlmerelore. Conlactor shall verlfy all dlmenslore, �
<br /> conditlore,etc.,partalnlr�to the r+ork before prxaeding. � �
<br /> 7i�a Otvler rcu5t bB notlfled of rn�varlatlons From the '
<br /> � dimerwslore aKl/ar condltions shown on the5e drawincp. My
<br /> si,ch varlatian shall Iz resolved by the Ow�er prlor to � � � �
<br /> procaedVg wlth the work,or the Gontractor shall accept �
<br /> � fvll responsb�IRy for the cost to rectify sa„a. � I�3�4u
<br /> ROOFING MATERIAL NASH � ARGHIT�GTS
<br /> FINISH PER ELEVATION
<br /> ON l/I6"OB5 50LID GDX 24-0 PLYWOOD � GENER�L NOTES:
<br /> SHEATHIN6;bd� 6"O.G.ED6E
<br /> Sd� 12"O.G.FIELD
<br /> (7/I6"O58 AGX PLYIND� EVES) I.All constructlon per applicable codes and ordlnances,
<br /> 24"GARDBOARD BAFFLE MIN. 15#UNDERLAYMENT =�X 3�4�� 2009 IRG,IBG.-200G WA5HIN670N STATE ENERGY GODE
<br /> ALLOW FOR I" AIR SPAGE NAIL 6"ED6E, 12" FIELD \�
<br /> MIN.EXTEND 12"ABOVE WITH 8d NAILS,U.N.O. HANDRAIL j—� 2.Verify all dimenslons on)ob site. Br�ng discrepancies
<br /> INSULATION. GRIP lia" - 2" � to the attentlon of Owner and/or Deslgner.
<br /> PRO�EGTION FROM
<br /> WALL NO LE55 N051N6 3.Owner will verify window sizes nnd manufactvrer(s)with
<br /> TNAN 1i2".— framer before atart of conatruction.
<br /> SOLID SHEATHIN6 � 4.One window per bedroom shall meet egreea code. �� � �� � ��
<br /> OR GDX PLYWD. - � i S.Skylight glazing per 200G IBG. � f���T
<br /> WHERE EXP05ED N
<br /> TO WEATHER — � � I � 6.Truss manufacturer shall supply shop drawtng s to Owner
<br /> I I � � I and framer to revlew and approve before Fabrication. � t
<br /> OPEN RAIL: I I �����}�� �/��j��
<br /> TOP PL. OPEN SPAGE BETWEEN � � I �.Owner will verlfy electrlcal and heat layouts with
<br /> PIGKETS SHALL BE � � � � � I I � installer before Installation. � � �� ����,���(j�j
<br /> LE55 THAN 4"GLEAR � � � � � 8.Under all parallel bear(ng walls,use double�oists or as
<br /> IX FASGIA BD. � I � � � � noted on plan. Dovble)oist(or extra TJI)�nder all non- --�°"""����y���µ'
<br /> 1^U METAL - � I � � I � �/ HAN6ER bearin9 parallel walls.
<br /> GUTTER APPROVED TRUSSES BEARING � I � � I �,
<br /> MANUFAGTURER'S SEAL. m � � I � / / q.TJI products to be Installed per manufacturer's
<br /> 5EE ROOF FRAMIN6 PLAN _� � � � � J� / Installation guide and approved reports.
<br /> FOR SPAGIN6 '� I I /� �_
<br /> (� I � � I� 10.All metal connectlons to treated wood shall be at a
<br /> INSLULATE PER WSEG. � '� minim�m;trip le zinc ZMAX(6185 per ASTM A653);Hot Dip �'n �
<br /> ��� � � 6alvanze (ASTM AI23 for connectars and ASTM153 For rTl �
<br /> 2X BIRD BLK'6.W/ l' � ^ �
<br /> fasteners and anchors. �
<br /> 2"SGREENED VENT 5/"X 10"ANGHOR BOLT YJ/3"X3"X � N
<br /> HOLES WITH I/4" �/yg" PLATE WA5HER5� 48"o.c.NO � / � II.All bathroom fans,kitchen hood,and dr er ducts shall be � '
<br /> GORRo510N RE515TANT L I�I�G ���� LE55 THAN 4Y�" 8 NO MORE TNAN 12" 2X4 STOP 3-2x12 � exhausted through the attic to the roof or through the � o
<br /> METAL MESH GOVERING FROM EA.END 51LL GORNER,JOINT, STRINGERSQ floor system to an outside wall. All wall ducts shall f'� U �
<br /> END,OPENING ETG. l" MIN. terminate at least 36"from a wtndow opening. �
<br /> EMBEDMENT INTO GONG.EXGEPT� 2-2X HEADER Q � � s
<br /> FIRE BLOGK ALL VERTIGAL SHEAR WALLS -SEE SHEAR WALL � O �3 �
<br /> OPENIN65 IN WALLS AT �
<br /> PLATES AND FLOORS NAILING SGHEDULE. �j � q �
<br /> FLOOR�015T 2X4 BLOGKIN6 Z .�
<br /> 2x P.T.51LL U� F—{
<br /> I (FIRESTOP) � �
<br /> � - � �.Lj �
<br /> d� GLIMATIG AND GEOGR,4PHIG � c
<br /> � ° �4 REBAR� I6"O.G.HORIZONTAL \ FIREBLOGKS �O DESIGN GRITERI.�: � U W �
<br /> EN6INEERED J015T5,51ZE AND Q II FIREBLOGK STAIRS: �l_� � �
<br /> SPAGING PER PLAN OR 2X JOISTS ONGE IN TOP S BOTTOM TERMITE: SLIGHT TO MODERATE ��
<br /> �IN. �LR. � ° OF RUN BETWEEN STRINGERS DEGAY: SLIGHT TO MODER,4TE �
<br /> - - O d ALON6 RUN BETWEEN STUDS '�
<br /> � �4 REBAR� 48"O.G.VERTIGAL WWTER DE516N TEMP: Il° � � o�o
<br /> V' W
<br /> USABLE SPAGE UNDER STAIRS \ IGESHIELD REQUIRED: NO z
<br /> a TO BE I NR FIRE GONSTRUGTION FLOOD HAZARDS: 2003 1992 FIRM �
<br /> a 5/b" TYPE 'X'G.W.B.(TWO LAYERS �
<br /> TOP PL. ° 3" MIN. AT STAIR GEILIN6) \ ` AIR FREEZIN6 INDEX: 250 �
<br /> — — GLR.TYP.
<br /> MEAN ANNUAL TEMP: 50
<br /> #4 REBAR
<br /> W 'V"BAR
<br /> (2) 2x TOP PLATE,LAP GORNERS,
<br /> OFFSET END JOINTS BY 48" D�SIGI`1 DAT�: �
<br /> ALL FOOTINGS TO BEAR ON STP�IR NOTES: ��,(((���
<br /> BEARING SOIL ST�I R I�ET�I L I I �I Gl'\� ROOF LOADS: LL 25�/5F(SNOW) �
<br /> , �"GYPSUM WALLBOARD,Tl'P. � �ZISER HEIC�HT = 7-3/4�� MAX.
<br /> WALL 6REATER THAN 4'-0" PER PLAN DL 15�/5F
<br /> '/b"OSB.OR PLYWD.SHEATHING. W/PVA VAPOR BARRIER� WALLS � TREAD DEPTH = 10�� MIN. TOTAL 40�/SF
<br /> NAIL 6" ED6E, 12"PIELD WITH 8d AND GEILINGS ���///
<br /> NAILS UNLE55 NOTED OTHERWISE 6� SGALE: N.T.S. �
<br /> �,n� eST�. �OUNL7�TION flET�IL FLOORLOADS: DLIO�4/SF
<br /> a �
<br /> LI�ING �RE� GI SGALE: N.T.S. PER IRG R403.1.8 t R409.1.8.1 TOTAL 50#/5F �
<br /> 2x STUDS 0 Ib" O.G.TYP. DEGK LOADS: LL 60�/SF �
<br /> DL 10#/5F
<br /> FIRE BLOGK ALL VERTIGAL TOTAL l0�/5F �
<br /> OPENINGS IN WALLS AT SOIL : 1500 P5F MINIMUM
<br /> PLATES AND PLOORS
<br /> GONGRETE: 2500 P51 AFTER 28 DAYS
<br /> (5�SAGK MIX) I
<br /> -3000 P51 FOR EXTERIOR FOUNDATION �
<br /> �"X 10"ANGHOR BOLT W/3"X3"X�-" WALLS,PORGHES,5TEP5,AND OR
<br /> 51DIN6,5EE PLAN FOR TYPE PLATE WA5HER5� 48"o.c.NO LE55 GARAGE 5LAB5-AIR EKTRAINMENT
<br /> THAN 4�" d NO MORE THAN 12" 15 BETWEEN 5-l%(TABLE 402.2 IRG)
<br /> FROM EA.END SILL GORNER,JOINT, � ���`"""`°-[:
<br /> END,OPENING ETG. 1"M�N. G?�R�G� �'���- f s
<br /> EMBEDMENT INTO GONG.EXGEPT� MA50NRY : PER 200G IBG -�
<br /> SHEAR WALLS- 5EE SHEAR WALL
<br /> NAILING SGHEDULE. STEEL : PER 2009 16G (6RADE 40) `
<br /> WOOD : PER 200q IBG �f
<br /> TOP FLAN6E�015T NAILIN6 : PER 200G IRG NAILING PER TABLE �
<br /> HAN6ER PER PLAN R602.3(I),R802.10
<br /> 2x BOTTOM PLATE 3/p" T86 PLYWOOD SUB-FLOOR
<br /> 2x P.T.SILL �GLUED 8 NAILED) NAIL 6"ED6E, INSLULATE PER WSEG., WIND: 85 MPH
<br /> 5EI5MIG: ZONE - Di
<br /> 12" FIELD W/IOd NAILS. ��'�a SOLID BLOGKING� V = see deslgn calculatlons(WdU date: 01/OI/10
<br /> BR6.WALL ABOYE TYP. pOPfrllt:
<br /> �II�. �LR. VJEATHERIN6 POTENTIAL: MODERATE •
<br />, � 4"GONG.SLAB ON
<br /> 4"� D.S.TIGHTLINE,POSITIVE r9Y S OnS:
<br /> DRAW TO STORM SYSTEM � 4 • ao 4"6RANULAR BED o ER05T LINE: 45 P5F
<br /> I� �I �I
<br /> FIN.GRADE TO SLOPE � � °� � 4"BEAM: DOU6LA5 FIR�2
<br /> AWAY FROM BUILDIN6 �. / � ° a ` a 6"BEAM: fb = 8�5 P51
<br /> z \\\\\\\\\ fv = 85
<br /> � a E = I,600,000
<br /> / ENGINEERED JOI 5,SIZE A D a 4"POST: DOU6LA5 FIR�2
<br /> � � �\ \ 4g�� MAx. GR�4WL5Pf�G� SPAGING PER,PL N, 6" POST: fv = 85
<br /> N \�\\ � . UNBALANGED z � E=i800,o00
<br /> ��\��\� (TALLER WRLLS PER PLAN) SEE FOUNDATION PLAN � Z � a . J015T5 8 RAFTERS HEM FIR�2
<br /> j\�j\�j a FOR BEAM SIZE d 2x4 6U55ET EA.SIDEN � d 5TUD5: fb = 850 P51 drawn by: RO
<br /> a POST 51ZE/SPAGING
<br /> Z �//��/�\ REBAR PLAGEMENT "SIMPSON"HGAMIO � E = 1,300,000 GhOGICOd by: �
<br /> � \/�� 5EE DETAIL �2 ABOYE q0�FELT P05T TO GONG. � GLU-LAM BEAMS: rjf{�ET
<br /> �j� a a fv = I65 psi
<br /> o � fb = 2,400 psi(reduced by size
<br /> � �/ p- a factor,GF*KI) � I
<br /> �� Z � 6 MIL.POLY VAPOR BARRIER 4 ` e d . E = I,SOO,000 psi
<br /> . . �/ � a : � . o o .
<br /> �. o
<br /> � ' � � � vARIATIONS FROM THE ABOVE
<br /> ALL REINFORGEMENT
<br /> 4"� PERF.FOOTING DRAIN TILE � MUST BE TIED IN PLAGE LUMBER 6RADE5 WILL BE
<br /> W/GLOTH GOVER d GRANULAR FOR FOUNDATION INSPEGITON NOTED ON THE PLRNS.
<br /> GOVER A5 REQ'D. BY 501L
<br /> GONDITIONS SEE FOUNDATION PLAN 5EE FOUNDATION PLAN I.SUBFLOOR:
<br /> FOR FTG./FDN.51ZE FOR PAD 51ZE T86 PLYWOOD OR OSB APA RATED
<br /> ALL�OOTIN65 TO BEAR ON ALL FOOTIN65 TO 6EAR ON
<br /> 200q WSEG RESIDENTIAL PRESGRIPTIVE GOMPLIANGE GHART 5Tl1RD-I-FLOOR I6"o.�.,3/4"
<br /> BEARING SOIL BEARING SOIL GLIMATE ZONE I WALL 4 ROOF SHEATHING:
<br /> CiLPS1N6 ""���'�-�°`r� � LE�LINb ve+�rev '�-� "'^�-"""�' �' s�� APA RATED SHEATING 24/I6 7/Ib"
<br /> OPTION MEA LLR/rGTOR GEILIN6 ABOVE BEIOYI BELOW FLCOR p�1 �
<br /> %aF RoOR V6tTIGAL OJEw£AD 6RADE 6RAG£ 6RAOE GRADE
<br /> FOOTING FOR :
<br /> R-49 OR R-21 -
<br /> � ]= 25% 0.32 050 O.�O R-38 ADV. R-38 ��E� Rgl R-10 R-30 Ry� 8"WALL -l"x IS�� FOOTIN6 .
<br /> 18"BELOW 6RADE
<br /> � TYP I G�L W�4LL S�GT I ONS '" FOR ALL DWELLIN65 BETWEEN I500 SC�FT AND 5000 5Q FT,I GREDIT IS REGIUIRED FROM TABLE q-I. #4 STUB STEEL -48" o.c.VERT.
<br /> I OPTION la WILL 8E USED FOR THIS DWELLIN6(HI6H EFFIGENGY HVAG EQUIPMENT) UNLE55 NOTED OTHERWISE
<br /> GA5 FIRED FURNAGE WITH MINIMUM AFUE OF 92%
<br /> C7I SGALE: N.T.S. " HEATIN6 DUGTS ARE NOT ALLOWED TO DISPLAGE REC�UIRED INSULATION WITHIN
<br /> THE EXTERIOR WALLS,FLOORS,AND GEILIN65
<br /> , * DUGTS SHALL BE LEAK TESTED IN AGGORDANGE WITH R5-33,U51N6 THE MAXIMUM DUGT LEAKA6E CITY t�F EVEF�ETT
<br /> RATES SPEGIFIED IN SEGTION 503.10.3 �
<br /> * A WHOLE HOUSE AIR LEAKA6E TEST 15 REQUIRED ���/i�1J,��1"'i �Pl�? Q���/�9�
<br /> " A WHOLE HOUSE VENTILATION SYSTEM IS REQUIRED �., �/� '�6 �..1 �.��� 8 IYl A
<br /> * ALL EXTERIOR LI6HTIN6 FIXTURES MUST BE HI6H EFFIGENGY FIXTURES
<br /> ' A MINIMUM 50%OF ALL INTERIOR LI6HTIN6 FIXTURES MUST BE HIGH EFFIGENGY FIXTURES
<br />
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