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<br /> NYltten dtnerobro on thls d-orlrc��Fall have precedence over � . .
<br /> ecabd dkronsbms. Gantactor ahall verlfy all dlmerrebre,
<br /> corctltbre,etc,pertalnNg to the work befare proceedYg.
<br /> The pvier mnt be notlfbd oF ay vcriatlaro fTan the � � . .
<br /> tltnert9bro md/or ca'�ditbre sMrai ai theee d^ovKp. My
<br /> wch vo^lallon ahall be reeolvedL�the Ownsr priar to
<br /> proceedYrg wlth tFa r�or'k or fha Cantralor eFnll au.ept .
<br /> WII reepanbllibj far the coet to roctffy eane. � �
<br /> 103/4��
<br /> ROOFIN6 MATERIAL �r�`�'..,�"�'� ��1� r�J���i��1��5
<br /> OINI�%I6"OB5 SOLID GDX 240 PLYWOOD G�T�I�����L. I��O I��J:
<br /> SHEftTHING;8d m 6"O.G.EDGE
<br /> 8d e 12"O.G.FIELD
<br /> . �7/I6°05B AGX PLYWD� EVES) i.All consEructicn p2r appllcaole codas Gf1C.�ordlnan�es.
<br /> 24"GARDBOARD BAFFLE MIN.15�UNDERLAYMENT =�X 3�4�� �ooq IRG,IBG.1004 NlASFIIN6TOP1 STATc ENER6'f GODE
<br /> ALLOW FOR I" AIR SPAGE NAIL b"EDGE,12"FIELD �Q
<br /> MIN.EXTEND 12"ABOVE WITH 8d NAILS,U.N.O. HANDIZAIL 1—� 2.V2rIPy all dirn2nslons on�ob site.F:riny discrepancles
<br /> INSULATION. GRIP IYa' -2" � to ine attentian oF Ortner ctnd/or Uesl�er. ,�_�,;,,�.:;�.t�,,�.;,;,,.„
<br /> PROJEGTION FROM � ;
<br /> WALL NO LE55 NOSIN6 3.Oriner vtifl vaNfy wlndoN slzas nnd manuFacturzr(s)witn �,R
<br /> �{qH�y�°. franar bePore �tart oF conetructlon. ,�-
<br /> � r� J 3
<br /> Z 4.Or,e wlndow per be:Aroom snall rneei egress cade. ��
<br /> 50LID SHEATHING � . � � 5.5kylight glazing per 200q IF3G. �q� �
<br /> OR GDX PLYWD. '
<br /> WNERE EXPO�.�ED N I � � I 6. 7ru5s manuFacture�snall supply shap drar:tngs to Owner ', '�`"�����e`:'`�'_�•�.�'2 �
<br /> v:.•'e::d•,f:L3t
<br /> TO 1^�ATHER ( I � � i c,nd frame�r to revleN ond approve bafore fabrlcatlon. '� �;ri�i:;>F'Yli�?�:j-1{t'!'„'{j,J #
<br /> � �
<br /> OPEN RAIL: I � I i.Ovinar��III verify elec!rlcal and haat layouts wlth ,,.��z��""'"����"`"a�
<br /> OPEN SPAGE BETiNEEN � � I � I ln�taller bafore Instullatlon. "==�
<br /> TOP PL. PIGKETS SHALL BE � � I
<br /> LE55 THAN 4"GLEAR � � � I 8.UnUer all parallal bearing.valls,use double)otsts or as
<br /> IX FASGIA BD. � I � � I � � I noted on plc�n. Double�olsi(or extra T_ll)under all non- �
<br /> y�/�Tq� - � I � � I ( / {IANGER bearing pqrallel viails. �_
<br /> GUTfER APPROVED TRUSSES BEARING c.0 � � � I y
<br /> MANUFAGTURER'S r-�EAL. (() � � � ( / q. f�l pro duc ts to ba InS tu l leU per rnaruFac turer'�
<br /> SEE ROOF FRAMIN6 PLAN _I i I I i �y / !nstallatlon gulda anc!approv�d reporte.
<br /> FOR SPAUNG m I � � �/ Ail metal cornectlons to treated�vood shall ba a�a
<br /> �
<br /> � -✓ minlnwm;Eriple ztno ZMAX(6185 per ASTN(A653};Hot Dip ,..
<br /> INSLULATE PER WSEG �y� Gaivanze(f,STM fi 123 fcr connectvrs and ASTMI53 For �.) �
<br /> 2X SIRD BLK'6.W/ � fcuEeners and anchors. �
<br /> 2"SGREENED VENT 5/B'X 10"ANGHOR BOLT W/3"X3'X / / � �
<br /> HOLES WITH I/4" �/4"PLATE WA5HER5 0 48'o.c.NO 0 Ali bathroom Pans,kitcheri hocd,c;nd clryar duci�shall ba �
<br /> L I\ /I�I� ���� 2X4 STOP 3-2x12 exhausied throo h the attic to the roof or throu h tha �
<br /> GORRPSION RESISTANT LE55 THAN 4Y�' � NO N10RE THAN 12" �/ y y
<br /> METAL MESH GOYERING Y ��� PROM EA.END 51LL GORNER,JOINT, STRIN6ER5 Q Fioor sysEem to an outslde vinll. Aii wcill ducts shall � �
<br /> END,OPENING ETG. l"MIN. � terminaie at Iga�t�6"irom a window openlny. r �
<br /> FIRE BLOGK ALL VERTIGAL EMBEDMENT INTO GONG.EXGEPT e 2-2X HEADER '�✓ (�
<br /> OPENIN65 IN WALLS AT �R WA�LS-5EE SHEAR WALL w (� B
<br /> PLATES AND FLOORS NAILING SGHEDULE. �
<br /> 2x P.T.51LL FLOOR J015T I (FIRESTOP) I� � « �
<br /> � � c,LiM,�rlc� AN� G�o��r�Pr�l�., � i�
<br /> � �� ° �4 REBAR o I6°O.G.HORIZONTAL FIREBLOGKS � ������`! GRI"1"Eh;l�: s� ��,/ � �
<br /> ENGINEERED.1015T5,SIZE AND FIREBLOGK STAIRS� y'� fi-1
<br /> SPAGIN6 PER}'LAN OR 2X JOISTS ONGE IN TOF' d BOTTOM \ TERhII iE: SLIGHT TO MGDERATE �1
<br /> � OF RllN BETWEEN STRINGERS DEGAY: �LIGHT TG N10DERATE � "y �
<br /> �Iu ��R #4 REBAR o 48"O.G.VERTIGAL � �-ONG RUN BETWEEN STUDS \ }^;IPticR Dc516h!TE��P: I�° � �
<br /> USABLE SPAGE UNDER STAIRS IGESHIELP REG2UI2D: NO �
<br /> a TO BE I NR FIRE CANSTRUGTION \ �LOOD i-IALfjRDS: 20U3 Iqu2 FIRM ^-'
<br /> � ° 3"MIN. 5/8" TYPE 'X'G.W.B.(TWO LAYERS \
<br /> TOP PL. AT STAIR GEILING) AIR FREcLIh:G INDEX: 250
<br /> GLR.TYP.
<br /> — — MEAN AflNUAL TEMP: 50
<br /> #4 REBAR
<br /> W"�"BAR
<br /> (2)2x TOP PLATE,LAP GORNERS,
<br /> 0��5ET END JOINTS BY 48" ���I��d �����
<br /> ALL FOOTINGS TO BEAR ON STAIR NOT�S: q�
<br /> BEARING SOIL TMQ RISER H�I6FIT — 7-3/4�� 1"TPcX. �OF LOP�DS: LL 25�/5F(SNO1^ll V'
<br /> �"GYPSUM WALLSOARD,TYP. WALL 6REATER THAN 4'-0"PER PLAT! 3 ST�r I 1e �7�T�I L 1 i 1 I��� „ DL ISi/5F ,,,,,,g
<br /> y(6'OSB.Oft PLYWD.SHEAT+tING. W/PVA YAPOR BARRIER� WALLS TR�P�D D�PTH = IO MIN. TOTaL 40�/5F
<br /> NAIL 6"EDGE,12"�IELD WITH 8d AND GEILIN65
<br /> NAILS UNLE55 NOTED OTHERWISE GI SGALE� N.T.S. c, c_
<br /> FLJOR LOAD� LL 4U{�/�F'
<br /> 2 ST17. �OUNi7�Tl0 i� T DL 10�/SF �
<br /> TOT 1L 50:/5F �
<br /> �7� SGALE: N.T.S. PER IRG R409.1.3 d R403.1.3.1
<br /> 2x 5TUD5 a I6°o.�.„-P. L I�I NG �RE� DEGK LOADS: UL�O�/5F
<br /> TOTAL"!O�/�� „�
<br /> FIRE BLOGK ALL VERTIGAL
<br /> OPENINGS IN WALLS AT �AIL . I500 PSF MINIMUM
<br /> PLATES AND FLOORS
<br /> GOT:G�'ETE: 2:00 P51 AFTER 28 DAYS
<br /> (5�/�SAGK MIiC)
<br /> -3000 F51 FOR EXTcRiOR FOUNC�HTIOtd �
<br /> t^I?�LLS,PORGNES,��F'S,APID OR
<br /> �"X 10"ANGHO(Z BOLT YJ/9"X3"X�" G1fv\6E 5LF,85- AIP cNTfZ�IrU�IEN�
<br /> SIDING,5EE PLAN FOR TYPE F'�TE YVA5�R5 e 48"o.c.NO LESS
<br /> THAN 4�° d NO MORE THP�N 12" 15 Bci;^7EEN 5-�90(TABLE 402.2 IRG) �
<br /> �ROM EA.END SILL GORNER,JOINT,
<br /> PND,OPENING ETG. �"M�N. G�4R�G�
<br /> ENBEDh1ENT INTO GONG.EXGEPT� M,��ONR'( : PER?OOu IBG
<br /> SHEfkR WALLS-5EE SNEAR WALL STEEL : PER 20Ua IF3G(6RADE 40)
<br /> NAILING SGHEDULE.
<br /> WOOD : PER 20Uq IBG
<br /> Pl�ILIh(G : P�R 200�1 IRG PlF,ILIh,G PEK TAE3L=
<br /> R6023(I),P,802.10
<br /> 2x BOTTOM PLATE ;^71h1D: d5 h�IPFf
<br /> 2x P.T.SILL R-10 INSULATION 4"GONG.SLAB ON SEISMIG "LONE- Di dqtp: O�/OI/10
<br /> AT PERIMETER �4"GRANULAR BED permit:
<br /> V = sae desiyn calc��aticns('�;r,ll)
<br /> �IN. FLR. rier;iHERIN6 PO�NTIftL= MOUER.ATE
<br /> Z— - - 4"GONG.SLAB ON PR05T LIPlE: t2" revl5lons:
<br /> 4'�D.S.TI6HTLINE,P051TIVE ° ° ° a a ° d ° ° a � a o a 4"6RftNULAR BED E.F.P.: 45 PSF
<br /> DRAIN TO STORM 5Y5TEM � I�4 ° a ° ° � �� _
<br /> QI I �"F3EAN1: DGU6LA5 FIR+�2
<br /> AWAY�RO TBUILDONG i� \ \/\ � Q o. a o cJ b"BFAh1. �b- Io00,000
<br /> � �� �� ��� a. 4' F'05T: DGU6LA5 PIR�2
<br /> \ \� � 4 6" P05T: fb = 8"515 P51
<br /> a E = 1,300p0o
<br /> � ���\� ° .;015T5 i RAFTERS HEM FIR��2
<br /> � � � ° 3 5TUD5: iv = "I�
<br /> �/\��/\�� o Fb = 850 PSI drawn ey: RO
<br /> // /� / a a E = i,�oo,000 checkad by:
<br /> \����� R�AR PLAGEMENT GLU-LAM BEAM�
<br /> \ SHEET
<br /> SEF DETAIL�2 A80VE
<br /> � \// � � fb - 1�400'psI(rEduced'ct� size
<br /> \ a � �
<br /> � \ d � o d E = I,800.000 pslKl)
<br /> — \ � \ a o
<br /> �
<br /> a o a P10TE:
<br /> � � m � ALL REINFORGEMENT VAiZ1A"ilOP15 FFLOM THE ABOVE
<br /> 4"� PEiZF.FOOTING DRAIN TILE v �T BE TIED IN PLAGE NOTED Ohl�;E PLA�15.�E
<br /> W/GLOTH GOVER d 6RANULAR FOR FOUNDATION INSPEUTON "�(�I G�L W�LL 5EGT1 ONS
<br /> GOVEFt A5 REC�'D.BY 501L �
<br /> GONDITIONS SEE FOUNDftTION PLAN I. SUBFLOOR:
<br /> FOR PTG./FDN.51ZE C7I SGALE� N.TS. T3G PLYt^{OOD OR CiSB APA RATED
<br /> STURD-I-FL002 I6"D.G.,3/4"
<br /> ALL FOOTIN65 TO BEAR ON Wt�LL 3 ROGF SH=A"ii�ilM6:
<br /> BEARING SOIL f,PA RATED SHEATING 34/Ih ")/lo"
<br /> POOTIPIG FOR :
<br /> 8"WALL - I�"x i2" FOOTIHG
<br /> IS"SELOYV GRADE
<br /> �i4�TUB STEEL -�+�' �.�.VER"1'.
<br /> UNLE55 PlOTED O7HEFdl^I�SE '
<br /> ����� ��' ��/�����
<br /> ���f������ ��� ������
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