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v4xlne+vlrOaslp6 wl rws ORAwN..NAu-xAw FReccle+ce a�scALm van61ONs. <br /> GONIRAGTOR 911AN1 VBEIPY ALL pMBYdOIb,LOImIRONa,EfG.PERT t0 11E VORK <br /> e✓ PROLEEDINa.TIE G4'f8N W.T BE NPIIF®OF ANY VARIAT10MNTb FROM TIE S6"OPEN RAILING <br /> FASOL IONS ANDA:R CQOIf WN5 TO PR QI PN$ORAVYN55. , R THE <br /> OR S L - <br /> RE.OI.VW BY T!E OlYElt PRIOR TO PRp.'e®IN.HnN TIE MIORC.OR TIE COI{iRAGTOR 9f W.L W..N. <br /> ,,BEAM AND GONNEGTION NOTESf vvPLANS ARE TO E B� PLATE(xOPABovE PLA BEAMTE l e+wolTTM'roNEOP T+E�DEAMQ <br /> IS AT THE TOP PLATE OR IN TW FLOOR SYSTEM) <br /> ALL BEAM TO HALL CONNECTIONS ARE <br /> 1-516 STRAPS FROM THE BEAM TO THE SUPPORTING \n AR mH' <br /> m a <br /> eTUDs OR PosTs 92'-O"OVERALL "vJ KLL = <br /> ALL BEAM HANGARS ARE TO Be SIMPSON OR SIMILAR 0 4It <br /> APPROVED HANGARS.THE G WRAGTOR IS TO VBRIPY 1 I HIV 1 <br /> PRIOR O0 0 TRH FO M AVAILILITY OF HAN6M 4'-4" <br /> 5 �_ <br /> USE G6I6 STRAPS FOR SPLICED BEAM CONNECTIONS '✓'-O" 3'-4" 3'-f0" 9'-10" B' �� ` <br /> l AT SUPPORTING POSTS) <br /> GENERAL NOTES <br /> I. ALL EXTERIOR WARM HALLS TO BE 2x6 STUDS p �,(� I�E1 4xa GUARD POSTS®. <br /> 16"O.G.TYPICAL,WITH R-21 IN'.NLATION. .� IV1/0:"' FT MA%ON CENTER, r l <br /> 2.ALL HEADERS ON UPPER FLOOR TO BE 4x0 j x 6 p VERTICAL IALLU5TERS U 6 <br /> TYP DECK a <br /> DOUGLA5 FIR a'2 UNLESS NOTED OTHERWISE. (bX S� GUAROR4IL W py 9 <br /> 3. FUR-OUT HEADERS TO MATCH 2x6 WALLS, Pl-b" 1 <br /> I <br /> 4.PROVIDE SOLID 5LOC.KIN6 UNDER ALL <br /> BEARING WALI5. Ply <br /> S. INLINE AMIN&-SINGLE TOP PLATE <br /> STRAP O SPLICES AND CORNERS,EXCEPT <br /> A5 NOTED FOR SHEAR TRANSFER. i GPT «T2^ 50�6 TUB i vio pi,µ 0i L{ t&% <br /> 6.ALL GUARDRAILS PER MANUFACTURERS ar R 6 ^ <br /> SPECIFICATIONS.SUPPORTS CAPABLE OF 1 2 6 MAISTCR 2♦6a (n <br /> RES45TIN6 LATERAL LOAD OF 50 Ib..PER 6 L _ BA.n,I c <br /> LINEAR FOOT APPLIED AT TOP OF RAIL. O �y G� <br /> Mp.STR 5U I TE <br /> T. TUE)5H0HER UNITS SHALL HAVE FIRE BLOCKING 16'-4"x 17'-IQ" GPT IL <br /> BETYIEBN WALL STUDS AND WATERPROOF O O O I ITI <br /> 51,R'OUNDS TO r12'FROM DRAIN.GLAZING, <br /> INGLIIDING WINDOWS WITHIN-12`OF DRAIN,SHALL <br /> BE SAFETY 6_A55.5 OHER FLOW 15 LIMITED TO T ? <br /> 2S GALININ.WOOD FRAMIN6 TO BE PROTECTED 2, �- <br /> FROM WATER SFLA5H AND MOISTURE. <br /> 0.ALL BATHROOM FANS,KITCHEN HOOD,AND DRYER ?+ i <br /> DVGT5 SHALL BE EXHAUSTED THRU THE ATTIC TO 4 <br /> THE ROOF OR THRU THE FLOOR SYSTEM TO AN N BtfM. �$^Z <br /> OUTSIDE WALL.ALL WALL DUCTS SHALL X 0 6x MEIN. Bx MEIN. SIMPSON AN4 4W O.C.,TYP' <br /> ONE .CAME. <br /> ,NiNATE AT LEAST 36"FROM A WINDOW ,� Dr T IE'.'-O"x 10'-O" G Q.° i RIM JOISTTO i1ST FLR TOP <br /> IN <br /> _Io 1 PLATE.TVP ALL AROUND <br /> 9. FSSIRE55N PB2 BEDROOM SHALL MEET 0 DIDD e'-6^ - 5•_ m I; � eP`T++9O D Q J O .♦} <br /> X a 3$N$ GPT I J V <br /> 10.UNDER ALL PARALLEL BEARING WALLS,USE J i 16R oX' Q r <br /> DOUBLE JOISTS OR AS NOTED ON PLAN, II�Uyl It) m O DOUBLE JOIST UNDER ALL IU jl1 "0QN1 O <br /> Q <br /> NON-BEARING PARALLEL WALLS. b ry ' � FURNACE N <br /> FLUE O <br /> LFGtTID: I � <br /> O O p LINEN I (1 <br /> 400 w pI O a n T <br /> BEARING WALL m B1-FOLD — 13�* O D w J Dp' It m <br /> — — — FLOOR LINE ABOVE O AS Ae p I x v— MULTIPLE 2x STUD'a POINT LOAD Dp ^ 150HOu9E L le Sa IP 5_4 s'-4' r <br /> � <br /> (2)2x TYP.UNLESS NOTED OTHERWISE LL1 2 VT02 _ HALL.CPH <br /> ° i� I � - �u <br /> FT.I.D. g POINT LOAD ABOVE -I .AIR <br /> AKE DUGf 2a a GPT (p <br /> ABV. <br /> SMOKE DETECTOR O Gah 13ATTE `1 <br /> BACK-UP. <br /> PIFGTEP W\BRY q I p O <br /> Da <br /> O CARBON MONOXIDE DETECTOR O H _ <br /> INTERGOINNEGTF-D W\BA77132Y U ry L1 <br /> BACK-UP. <br /> (SbJ SAFETY GLASS [ 0 ry CO DFL LAID FLAT OVER <br /> ION D �_ AT STAIR WALL <br /> TOP PLATE Q <br /> VTO VENT TO OUTSIDE �p <br /> o BDRM. 3 I FL ATS STAIR WALL Q <br /> FAN-VENT TO O1r51DE <br /> 50 GFM MINIMUM dgt0 s 04-15-21 <br /> LINE oP II'-D"x 1p'-O" PT F <br /> ® 4X4 P05T AT 61RDER TRUSSES,HIP TIDE O Q 0 permit: <br /> MASTERS.OR BEAM ENDS OR u5E(B) - <br /> WHERE LAR6CK2 P06T5 ARE ♦ Y 0) M reV101OnS: <br /> GALLED OUT,AN ECiVAL WIDTH OF O 2W4)65 m L <br /> MAY BE 15 (IF A 6X6 POST IS RI IRED ___ _ —_____Opa <br /> THAN IY�'E l4)2X6) <br /> USE 2 STUDS AT EACH WINDOW GRIPPLB 4 LL = <br /> l�C+ll l�N I <br /> SWEAR NOTEI n PI-61 <br /> SEE SHEET Li FOR SHEAR WALL XO x SO XO SL.D <br /> NAILING SCHEDULE,4 DETAILS. ALTERNATE SHEAR WALL SCHEDULE: <br /> -318"SHEATHING GRADE PANELS <br /> _ -8d NAILS @ S"O.C.AT PANEL EDGES drawn by AM <br /> SHEAR LEGEND S WA s`C -8d NAILS @ 12"O.C.FIELD checked by:MRA <br /> PI-6" �.�04 _- Kip 5'-0" 6'-O" 6'-O" 2'-b" 2'-b" .7YP ALL UPPER FLOOR EXTERIOR WALLS <br /> ® ;REFER TO 5GHEDULE SHEAR L aT' cTz fi <br /> S1-4f= <br /> 3K ME—DENOTES HOLDOM LOCATION; <br /> ® SEE PLAN FOR TYPE y, <br /> '� ?( 44672 E4p Jv� 82'-0"OVERALL ✓ <br /> DENOTES STRAP LOCATION; 0 �ORALE•NT'�r}� <br /> R FLOOR <br /> SEE PLAN FOR TYPE F'sslONALF'�G E UPPE PLAN <br /> NG STAMP APPLIES TO J� <br /> INDIGATE5 3x FRAMING 1=612022 RED MARKUPS ONLY <br /> (ax) MEMBERS;MUD SILL'.,PLATE. AND SUPPLEMENTAL SEE 6E:NERAL NOTES 9C AL.E:. I/4u <br /> 4 STUDS a EDGES. STRUCTURAL DESIGN <br /> INFORMATION <br /> LIiY CF EVERETT <br /> RFV�EWE'O FOR P4RP'1lT <br />