Laserfiche WebLink
UPPER LEVEL PLAT <br />1/4" = T-0" <br />NOTES: <br />1) GUARDS BY OTHERS <br />2) SEE S4 FOR SHEARWALL <br />& HOLDOWN SCHEDULE <br />6/S3 (TYP.) <br />4X10 HF2. PT <br />�iECURE NEW FTG, TO W/(2) 2X POST EXIST. RESIDENCE <br />EX. W/ #4 DOWELS & 8/S3 3/S5 (TYP.) HDU5-SDS2.5 <br />SET-3G (MIN. 4"EMB.) @ <br />12" O/C PROVIDE INSPECTION `7� / <br />�EPORT FOR INSTALLATION (TYP.) - - - 4 <br />VS2 (TYP.) <br />EXIST. CONC. 4/S3C(TYP) t' - _ 2X4 STUD WALL <br />WALL (MIN. 6" THIK) @I6" O 1//DX (TYP.) <br />4X10 DF2 PT ° 1/S3 (TYP) <br />SAWCUT EXIST 2/S5 TYP I <br />SECURE TO SILL CONC. WALL (TYP.) NEW 16" X8" THK.CONC. <br />W/A34 @12' OC <br />FTG & 8" STEM <br />-� - - -� (TYP @ WALL U.N.0) <br />2X LEDGER PT SECURE TO <br />CONC. WALL W/ 1/4" DIA X3" a ( NEW CONC. SLAB S <br />TITEN HD @ 6" O/C [STAGGER] <br />4X6 POST TO EAR ON 2X10 PT @ 12' OC o J6210A (TYP. <br />SILL & SECURE W/ A34 I ( (� @JOIST/BM.) <br />CLIP. 9/S3 - - <br />2/S3 (TYP.) ( " <br />LUS28 (TYP. @ LEDGER) <br />2X PT LEDGER SECURED TO ,_ HDU4-SDS2.5 <br />�A. STUD W/ (3) SDWS22600DB _4x4 DF2 PT.06 <br />- <br />12" WIDE X$ DEEP FTG W/ - a 24" 24"X18" FTG a <br />2 #4 BARS ____ _._. <br />O � 2 0° �- W (3) #4 BARS <br />�c 8" THK SEM G "SECURE 2X6 PT SILL m E.W <br />tSTHD 10 TO CONC. WALL W/ <br />@ @12" O/CI EN HD. 3" EMB n, 0 4X4 DF2 PT W/ <br />OC ( _„-B1 <br />CL 2X10 PT 16 ABA & PLZ CAP <br />U- I 'a�`S3 (�p STRAP POST TO WALL ! M <br />W/MS160 & (2) 1/2" DIA TITEN 1 _ 4X4 DR2 PT POST <br />HD ANCHORS (SEE 5/S3) m W/ RTC44, CB, & <br />xi <br />4 ,- -� :C°• 12X12X18 THFTG <br />/ 2-E.W. <br />B1 1' � W #4EW <br />E _.._� fM-f__� n : ° - �� I EXIST. RETAINING <br />.._..'B1:4X10 HF2 PT.._w�_ a �� �. WALL <br />(TYP. @ 131) a / 7/S3 (SIM.) <br />o� <br />z <br />`�71 /S4 (TYP <br />(2) 2X4 POST <br />TYP. U.N.O --\ MST 78 <br />ROOF NOTES <br />1. ROOF MATERIAL SHALL BE ASPHALT SIDING ROOFING OVER ONE LAYER 30 # <br />ASPHALT FELT PAPER AND SOLID ROOF SHEATHING. (REFERENCE STRUCT. <br />FOR SHEATHING INFORMATION) THE ROOF SHALL CONFORM TO THE <br />REQUIREMENTS OF A CLASS "C" OR BETTER ROOFING ASSEMBLY. <br />2. ROOF PITCH SHALL BE 4:12, OR UNLESS NOTED OTHERWISE ON ROOF PLAN. <br />3. ROOF OVERHANGS SHALL BE AS DIMENSIONED ON ROOF PLAN. <br />4. ALL VENT PIPES AND CAPS SHALL BE PAINTED TO MATCH COLOR OF ROOF <br />MATERIAL AND SHALL BE HIDDEN BEHIND RIDGES WHERE POSSIBLE. <br />5. PROVIDE ATTIC VENTILATION @ 1 SQ. FT. PER 150 SQ. FT. OF ATTIC AREA BY <br />MEANS OF EQUALLY SPACED EAVE VENTS WITH 1/4" X 1/4" GALVANIZED MESH <br />SCREEN AND PREFABRICATED GABLE END ATTIC VENTS AS INDICATED ON <br />EXTERIOR ELEVATIONS. <br />EXIST. LIVING <br />ROOM <br />17 <br />EXIST. ENTRY <br />18 <br />4 <br />s <br />HDR4: <br />4X8 DF <br />2 <br />2'- 0" <br />2/S7 <br />� <br />a <br />a <br />Q <br />1/S6 (TYP.) <br />EXIST. P <br />RCH <br />JACK TRUSS <br />MING <br />CONN. BY <br />@24" O/C <br />X <br />� <br />w <br />7l . <br />TRUSS MFR. (TYP.) <br />. <br />NEW PRE. ENG <br />TRUSS @ 24" 0. <br />z <br />' <br />o <br />�, <br />4X6 DF2 - <br />N <br />2 <br />DRAG/GIRDER TRUSS <br />a ' <br />(3) 2X6 POST <br />cs14 <br />STRAP <br />ALL AXIAL=1.3KIPS <br />L.L00 <br />p <br />_ <br />FASTEN DRAG TRUSS <br />TOP PLATE W/ DSC2XSDS3 <br />TO <br />t <br />0 <br />MAI <br />LEVEL <br />N <br />v <br />N <br />SEE 2/S6 <br />- <br />' <br />1/4" = 1'-0" <br />2 <br />__ <br />_.HDR3:6X8 DF2 PT <br />7 <br />6X8 HF2 PT. 5/S5 (TYP.) 6X6 HF2 PT. <br />18"DIA X48" DEEP CONC. / \ EMB. POST W/ L - �\ W/ ABA POST BASE <br />FILLED HOLE 3/S3 (TYP. & SIM. HUC410 ECCLQ CAP. & ECCLQ CAP <br />(TYP. @ 3 LOCATIONS) 4/S5 (TYP.) (TYP,@ B1.) <br />,FOJJND. PLAN,---, <br />ljj�w� ilp <br />EEL <br />PLAN <br />VENT CALCS <br />VENT REQUIRED = 1/150 <br />NEW ROOF <br />ATTIC SF: 260SF/150SF= 1.7SF <br />EAVE VENT: 15 BLOCKS @ 0.204SF= 3.OSF <br />RIDGE VENT` 4' @ 0.083SF/LF= 0.33SF <br />TOTOAL VENTING PROVIDED: 3.33SF > 1.7SF, OKAY <br />EXIST. DINING <br />ROOM <br />16 <br />EXIST. ATH <br />20 G <br />EXIST. KITCHEN <br />19 <br />FLOOR PLAN NOTES <br />1. ALL DIMENSIONS ARE FROM FACE -OF -STUD TO FACE -OF -STUD, AND FACE -OF -BLOCK <br />TO FACE -OF -BLOCK (U.N.O.) <br />2. ALL LUMBER TO BE FOREST STEWARDSHIP COUNCIL CERTIFIED DOUGLAS FIR#2 OR <br />BETTER (U.N.O.) <br />3. ALL FINISH MATERIALS NOT SPECIFIED TO BE COORDINATED WITH OWNER AND/OR <br />ARCHITECT. <br />4. PROVIDE SOLID BLOCKING BEHIND ALL FIXTURES AND WALL MOUNTED <br />ACCESSORIES. <br />5. ANY WALLS THAT ARE MODIFIED, REPLACE GYP. BD. W/ 5/8" TYPE 'X GYP. BD. <br />6. WHERE (E) STUD WIDTHS VARY FROM NEW WALL TYPE STUD WIDTH, MATCH (E) <br />STUD WIDTH. <br />7. PROVIDE WALL & FLOOR STOPS AT DOORS AS REQUIRED. <br />8. (E) WALLS REQUIRING OPENINGS TO BE INFILLED SHALL MATCH (E) CONSTRUCTION <br />& FIRE RATING. <br />9. ALL PLYWOOD SHEATHING SHALL BE FOREST STEWARDSHIP COUNCIL CERTIFIED <br />(U.N.O.). <br />Wuj <br />QI co <br />32 <br />uj <br />0 <br />w 2 m <br />> I <br />WLn <br />Jcu <br />WlI <br />Lu F- N <br />IL pan <br />wo W Oat <br />o� u u?3 0 <br />w= NJIs <br />00 Qa� <br />wa uZ11% <br />i <br />I <br />. <br />• <br />• <br />I <br />i <br />• <br />5 <br />■ <br />i <br />H <br />LL <br />Oo <br />Z Q <br />a 00 <br />♦�� w <br />C/) <br />wTw <br />W U- <br />4 'F - m O <br />zz <br />M O <br />Y 1- <br />(E)$ <br />(E) o <br />O <br />DR <br />R, <br />Lu <br />U m <br />16'-0„ ¢o <br />�. w <br />Z NE <br />12'-0" ¢O <br />I- <br />1'-9 2'-4" 2'-4" 2'-4" 3'-3" 36"H. RAILING, <br />STYLE TO MATCH <br />EXIST., TYP. o <br />4„ I 4„ I 4„ I 2'- 0" a 0 <br />=o <br />c� v <br />00 )24 2" CAS. (N) 24"x52" CA Z , z <br />cri CL o <br />1 U - Ovv <br />00 o LU <br />x 3 iv �- <br />N °' <br />4. w� m = <br />POST PER z o <br />3'O°x6'8 STRUCT., TYP. N w >- <br />(N) ¢o <br />U <br />N -- Z cn <br />`.L <br />o - 0W W <br />EW i� w o <br />m U <br />DECK LEVEL TO BE LESS z <br />THAN 1.5" BELOW KITCHEN F.F. - - - - - z <br />a <br />�, -- --- 00 1 1 <br />W U Lu w <br />C%V -- --- O w ❑ <br />o¢ 4'-4" POST PER --- --- ZQ VJ VJ <br />STRUCT. ___ ___ z W <br />a' �/ O <br />oz ILL. co <br />CN <br />wo <br />1'-0"_2'-3" 1'-0"_ 7'-6" 1'-0"_2'-4" V-Y_ Imo-¢ ^00 Q <br />36"H. RAILING, IL --- -- ------- <br />STYLE TO <br />MATCH EXIST., 2 <br />TYP. <br />A4.1 <br />20'-0" <br />_j 5 <br />W w� <br />J ty- <br />4'-0„ <br />it <br />4 NEW STAIR <br />9RIS =R@7"EA <br />A4.1 8 TR AD@ 11" EA <br />( <br />U <br />J <br />W <br />CCU W <br />VERI YIN FIELD <br />W <br />U <br />W <br />I- <br />o <br />N <br />0 <br /><t <br />0 <br />m <br />H <br />� <br />w <br />QW <br />C®VI <br />O <br />0 <br />f��l, <br />U <br />'S <br />Q <br />w <br />V <br />o <br />F <br />Lij <br />W <br />V) <br />CL <br />H <br />" <br />u <br />_ <br />DEC 1 6 2019 7 <br />a <br />N <br />W <br />CITY OF EVE �� UJ <br />L <br />� <br />� <br />N <br />Z <br />IEWED FOR EMI 0- <br />D <br />Q <br />0 <br />, <br />