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Plans (4) J MST2012 - 00144 MST2012 - 00145 M ST2012 - 00146 MST2012 - 00147 mST2012 - 00148 ,��,yr, .pC) 6 % QZ) W 9536 dMf[)'f flfi" JUN 28 2012 OF 0 OF TIG fv�f I'4P1.t01�1� �Alt't tIN LOT 3 THE PERMIT APP!_ ICADON IIC Uro 'BROOK ,4i�1"� " 15 FOR 5UILDING #(o ONL'I- I 5'-1I�n 5'-O" SIDEWALK 82 g — City of Tigard Erosion Control t DECIDUOUS SCREEN TREE: EL _ 22 To Schedule Inspections: KATSUR4 TIRES I30-0O' - 1'0O I-1.PJ(I� - - ll ta' 2 Call (503) 639-4175 BUILDING "6 -3 28' 3 " No 25' lfinspection: footing In epWon I• -t Final Inspection: DECIDUOUS ORNAMENTAL TREE: (STREET TREES) I Prbrtoflnalbulldinglnepeotlan - FLOWERING DOGWOOD EROSION CONTROL PENCE k. LOT 9 LOT 'M3 T *31 LOT 032 LO t"33 - EASTERN REDBUD (WHERE REQUIRED) I - - _ = p ;• I �I � TRACT LIABILITY (DDECIDUOUS/EVEiRI ORNAMENTAL SHRUBS: ai , p IC The City of Tigard and its - OREGON GRAPE I _' I employees shall not be - FLOWERING CURRANT - - SERVICEBERRY EL- _ --) responsible for discrepancies aN°wBERRY 130.00' I in CONNECT SIDEW LKS which may appear herein. - GULF GREEN RAPHIOLEPSIS PROVIDE (I) 4" ABS STORM - BUSH CINQUEFOILt`•'• _ 1� TO EXISTING - CEANOTI-W SEWER TO STREET MAIN (EACH W IL I V I DEVELOPMENT This permit does not authorize the violation of any ORNAMENTAL GRASSES IN OPEN AREAS WITHOUT UNIT) ..� -' „y rights of holders of private easements. The ap- TREES OR SHRUBSPROVIDE (ll 4 PVC SANITARY CfJ J plicant is urged to contact any such parties and SEWER TO STREET MAIN (EACH - 191' ® PERENNIAL: UNIT) I - 11- 0' 1.00' 1100 I -may secure shier approval before commencing work. - DAYLILY PROVIDE (I) I" PVC WATER LINE M 0Y EL. = t •L Address shall be posted TO METER AT CURB 0 b 29.50' / and visible from street. (EACH UNIT) 4'/ L,N _ 30.00' I Final inspection approval is a required prior to occupancy. 11 �4 / LOT 4 EL. - ---- - - �1 30.00' 15, )approved pians II II II IICEFDARBROOK F ARt%C II I� ua' shall be on job site. 4'_e S.I.U. e2rcl AVENUE CONNECT �! SIDEWALKS t0 u! HALL BLVD. OFFICE COPY 0 FIRE TRUCK BUILDING "5 o JII�- /}) ACCESS ONLY EROSION CONTROL PENCE L *28� LOT 1 L •26. LOT 5 :•` �Y� •' (WHERE REQUIRED) EL. _ `-`•`` � 5'-O" SIDEWALK - __ ®`+to / 4' / a OI.SS' 7L - - - �TON� mS-UJ. 9210AVENUE � {�- � E C,� � � / PROJECT � �1 / . ADA RAMP SICxN ZI — — - - 5'-0" SIDEWALK - / I 8'X8' C"sAZ1=B0 U1/ 8' 5'-0" SIDE ALKBENCH UNDER REVIEWED FOR _ P.UE. @ 82.81' g-5l — CODE COMPLIANCE ' LOT � _ _ a � _ / #� 1TYP- 17YP, LOT Q LOT — -°- - - - - I I I fRACT 012 #13 18 _m O I I I E 11I C OF T7 ARD 1p I LOT _ F 19 2 4) ,,, TYP. 024 lq 18' ° `' APPtOved.. / r 1 ✓ tu N n W5 TRACT Conditionally Approved... ............. LCT - Sae Latter to:Follow .......d) 5OUNIAttached.......O _ [ �[ --- 3 - a I ALL SIDr=WALKS ParmltNumber: ° 1 LOT ° W = ° w 80.49 ° rl CNON STEET SIDE)' Addmt Q tu Vl W 41 Q 'Y r p 1 #q. � = LOTN n LOT _ - TO 5E 4'-0" WIDE #1O _ 0 #16 Q ro (TYPICAL) I LOT d �2 TRHACT c LOT lt_ LOT �Q LO021 0 / Q 1LOT I TRACT I #2 ry LOT 14LOT y ° q LOT m `�C� I'Z- 6) IAS' ° I qTOT q ILOT ql LOT e LO ° mrl SUJNG5 4 PLAY _ 1 #11 STRUCTURE UJ/ LST C' / VINYL FENCE TO RUN 1 --L.3�✓' ° ° ------ `ig `r m 2 , ------------ -- _ ° - *19TH BARK CHIPS C1I / 5 -O NIGH DECOR VE - (/� Z ALONG TRACT "A" I'-to" BUILDING �1 1�I-ZG�( � SUILDINC FROM PROPERTY LINE #1 X58.8 7 ' SUILDINC 1539 — #2 #3 BU I#D INCA CONNECT SIDEWALKS T EXISTING DEVELOPMENT SITE PLAN T= V\�T2--c(`z_ -ooi4-7 SCALE: 1 "=20' THE CIVIL ENGINEERING HAS BEEN COMPLETED MONTAGE ROWHOMES AND APPROVED ON THIS PROJECT AND THECC TIGARD, OREGON UTILITIES AND PAVEMENT ARE IN PLACE NORTH THERE ARE (4) BUILDING TYPES AND (4) '` MASTER PLANS FOR REVIEW BY THE CITY l�{�� (-��I �` ),( DA�>�: �O�I✓�I2 SHEET NO: AO OF 14 ,BAR CIO ¢FjOAK ARCHITECTURAL GRADE $ COMP. ROOFING 12 12 BD. t BATT SIDING% ! 18" O.C. mo 26 GA.GALV. FLASHING ON 2x12 r — TRiM BD. 36 A13 KNEE BRACES 18 "MST31" "MST31" "MST31" 0 00 00 0o 00 00 00 0 12" TRIM 0 00 00 001 00 00 00 0 oF 00 00 0 01 00 00 00 o BOARD, TYP. 0 00 00 00 00 00 00 o 00 00 00 00 00 foo 0 " 0 00 00 00 00 00 =100 0 0 00 00 00 00 00 00 0 SIMPLANK- LAP SIDING "MST60' @ "MSt60" ' 1IMSt48" 18 "MST48° @ 1 70- J11 Al2 "MSt48" NOW =wool 0 0 IL 0 0 0 o 0 0 0 0 0 0 0 BRACKETS 0 0 0 0 0 0 0 0 0 0 ° 26 GA.GALV.FLASHING 0 0 0 0 3 0 0 0 DOOR t WINDOW A13 ois I-IEADS, TYP. (P CULTERED _ STONE O - _ - - - _ _ "HDQB" TYP. Ole � V 26 GA.GAL . � � a 6" STEP FIRST VALUESFLASHING LV 2x12 10 21.5 SQ.FT. OF GLAZING t0 . REQUIREMENTS OF: u �.... I NG ro 1HRI®NT � No REQ,D, CAN BE LOWER 4FLOOR ONLY, IF WINDOWI UPPER" IPPER FLR. = 035 TRIM BD., TYP. 21.2 8F.MEETIFOR GROUND FLOOR SCALE 1/4" = V—011 LOWER OR HIGHER MAIN FLOOR = 030 Tvr 0. ARCWItECtURAL GRADE 12 COMP. ROOFING 10 g 12 Vol SD. � SAtt SIDING 18" O.C. 26 GA.GALV. FLASHING ON 2x12 TRIM BD. 36 NOR A13 KNEE BRACES IT I cA "MSt37" 0 0 0 0 00 "MS 's1° 12" TRIM 0 o 0 0 0 00. BOARD, TYP. 0 0 0 0 0 0 ni In 0 o h o 00 0 0 0 0 0 0 0 0 0 0 0 0 0 SIMPLANK- LAP S(DINGs 21 35 11 111 21 Al2 A13 Al2 0 PRE-FINISHED 3/4" J DIA. ALUMINUM r PIPES VERTICALS `MST48' 411 O.C. 0 0 "MST48" I [III Inns 11 -L-JLJL0 0 0 0 _JL0Mill 0 0 o BUILDING 0 0 da - u I 0 0 0 ov o 0 0 0 0 0 0 0 0 0 JnLo 010 o 0 0 0 0 0 0 0 0 0 0rkil- 0 0 0 0 o i 4 o 0 0 0 0 0 0 o 0 0 o „ S 1„ o 0 0. - F7 � F__1 �� DDD CULTERED STONE DATE: -7105112 F__J i= L F-71 I = I IN., STEP FI StF Y © 6" 1 � � R FLOOR ONLY, IF 4 REQ,O., CAN BE LOWER OR HIGHER WINDOW "U" VALUES l0 �STRAP TO GLS. "WOOS" TYP. A10LOWER 4 UPPER FLR. = 0.35 HEADER U I—L 1 IN 19EAR ELEVATION, MAIN FLOOR = 030 SCALE 1/4" _ I'—Oil OF 14 OVERLAP JOISTS AND NAIL � DENSy NOTS 1 � TOGETHER UJ/ (3) 16d NAILS • DOORS ROOF / CE I L INGS RECESSED LIGHTING FIXTURES ALL EXTERIOR DOORS OR DOORS SERVING AS ACCESS OR ENCLOSED ROOF / CEILING INSULATION: OPEN-BLOWN OR POURED LOOSE FILL RECESSED LIGHTING FIXTURES INSTALLED WITHIN THE BUILDING ` UI~ UNHEATED AREA SHALL BE WEATHERSTRIPPED TO LIMIT LEAKAGE INSULATION MAY BE USED IN ATTIC SPACES WHERE THE SLOPE OF THE ENVELOPE SHALL MEET OF THE FOLLOWING REQUIREMENTS: AROUND THEIR PERIMETER WHEN IN A CLOSED POSITION. USING ASTM CEILING IS MORE THAN 4 IN 12 AND THERE IS AT LEAST 44 INCHES OF 1. TYPE IC RATED, MANUFACTURED WITH NO PENETRATIONS BETWEEN THE I O I E283.91 AT A DIFFERENTIAL PRESSURE OF IBI PSF, LEAKAGE SHALL BE CLEAR DISTANCE FROM THE TOP OF THE BOTTOM CHORD OF THE TRUSS INSIDE OF THE RECESSED FIXTURE AND CEILING CAVITY, AND THE I LIMITED TO 031 CFM/SF OF DOOR AREA. OR CEILNG JOIST TO THE UNDERSIDE OF THE SHEATHING. WHEN EAVE ANNULAR SPACE BETWEEN THE CEILING CUTOUT AND LIGHTING FIXTURE ' I C ( THE THERMAL TRANSFER CHARACTERISTICS OF INSULATED DOORS SHALL VENTS ARE INSTALLED, SAFFLING OF THE VENT OPENINGS SHALL BE SHALL BE SEALED. BE DETERMINED PER NFRC 100-2001. PROVIDED SO AS TO DEFLECT THE INCOMING OR ABOVE THE SURFACE 2. TYPE 1C RATED IN ACCORDANCE WITH ASTM E263 WITH NO MORE THAN OF THE INSULATION. BAFFLES SHALL BE RIGID MATERIAL, RESISTANT TO 2.0 CFM AIR MOVEMENT FROM THE CONDITIONED SPACE TO THE CEILING I C ( WIND DRIVEN MOISTURE. WHEN FEASIBLE, THE BAFFLES SHALL BE CAVITY AT 1.51 PSI PRESSURE DIFFERENCE AND SHALL BE LABELED INSTALLED FROM THE TOP OF THE OUTSIDE FO THE EXTERIOR WALL, AND THE ANNULAR SPACE BETWEEN THE CEILING CUTOUT AND THE n EXTENDING INWARD, TO A POINT SIX INCHES VERTICALLY ABOVE THE LIGHTING FIXTURE SHALL BE SEALED. v�'D , HEIGHT OF NONCOMPRESSED INSULATION, AND TWELVE INCHES 3. TYPE 1C RATED INSTALLED INSIDE A SEALED BOX CONSTRUCTED VERTICALLY ABOVE LOOSE FILL INSUALATION. BAFFLES SHALL BE IN FROM A MINIMUM 1/2" GYPSUM WALL BOARD OR CONSTRUCTED FROM A PLACE AT THE TIME OF FRAMING INSPECTION. PERFORMED PLYMERIC VAPOR BARRIER, OR OTHER AIR-TIGHT -JUL 11 2012 5/8TY10 lXl 2X10 S 1611 O.G. IN ROOF / CEILINGS WITHOUT AN ATTIC SPACE ABOVE SUCH AS GROUND ASSEMBLY MANUFACTURED FOR THAT PURPOSE. GYP. 51), FLOOR ENTRIES t0 2ND FLOOR UNITS, APPROVED VAPOR BARRIER CITYOFTWARD HAVING A 0.5-PERM CUP RATING OR LESS SHALL15E INSTALLED ON THE `' WITIN RSIO L.. X1"1. WARM SIDE OF THE INSULATION. THE VAPOR BARRIER NEED NOT BE AN INTEGRAL PART OF THE INSULATION MATERIAL. IN THE CEILING, FLANGES SHALL BE LAPPED AT FRAMING MEMBERS. JOISTS OVER A2 SCALE: 1-1/2" 1'-0" B C AS 13'-0" 8'-0" 13'-0" 2'-6" 10'-6" 2'-6" 10'-10" 2'-6" 6'-6" 3'-8" '-10" 4'-4" '-10" 4'-4" 6'-2" 6'-6" 3'-8.. '-10" 4'-4" i'-10" 4'-4" 6'-6" '-10" '_10" �'-0" 6'-6" SPECIAL PLYWOOD NAILING TYPE "B° W L — —— — — — —L-INK OF W AF30V — '�� — SNE OF W ABOYE— — — — — — — LINE OF lU A�30V — — — — L( _OF— . a80 —— — — 0 r 3/0x5/0 S.H. / (2) (/0x5/0 @ 0 3/0x5/0 S.H. / (2) 1/0x5/0WN 3/0x5/0 S.H. / (2) 1/0x5/0 @ B 3/0x5/0 S.N. / (2) 1/0x5/0 u�'V0 3/0x5/0 S.H. / (2) 1/0x5/0 0 ' I FXD. (MULL TOGETHER) ' ' FXD, (MULL TOGET ER) FXD. (MULL TOGETHER) ' ' FXD. (MULL TOGET ER) [ ' FXD. (MULL TOGETHER) I ' Q Q Q 0 N Q 0 Q Q 0 0 N Q 0 0 V' til Q 0 0 0 Ci 15 - - - 15 - ..................... ......... ........ ..................... ` - - - -' -' 18 � . .. � '' 18 AI I -� 6 I N I 13 I N N I cv I x END STUDS, tp\� PECIAL PLYWOOD STUDS, T P. +s r2 i')iI +6�� _ AILING TYPE "15" 13 I x x oc I a @ I I 0 V-0" CLG. x (Y) @ r a a I c� 8'-0" CLG. 8'-m" CLG. ao ? I a I fi�001 @ N I _ 5 E D IRO OM X. �'6 I I \� � 0 01 I 5 E D RO O '6+ I I tU\� 9/10 x 10/6 I \� 8 0 CLG. �' " u +� " n + " + -' 9/8 x 10/6 _ - 6 5 � s 10 10 I ,ti\tU 9/0 x 0/6 9/10 x 10/6 % I 10 �� ,-i I \� 10 I \� 00� �� I 3'-S" 3'-8" 3 -8 3 -S"� `� 3 -811 I I I I 9/8 x 10/6 ::. i 15 (P :. ....................... 1/2" PLYWOOD ONE SIDE - All 'J 15 A • CONTINUOUSLY INSTALLED_ \� 1 _� \� V _, ABOVE AND BELOW ALL O �► I w I�► O �, „ „ � O 40 I a s I�► O 1 I�► O OPENINGS, TYP. �'-S" sa. I �+ Ail +6� I .as '1 -10 '1 -10 sa. I \�+ + I m .as "1'-10" A11 +68 1 N -a$ -S" cn N ' so N n �• OS)'�. N N 6711�/ ................................................ .... ... p . . ................ ... .. ... ... /6x6/8 = 10 O _ 2/6x6/8 2/6x6/8 _ 10 2/6x6/8 O _ 2/6x(o/8 = 2'-(0" ._6.. _� `�' 2'-0" 2'-6" 2'-6" 2'-0" cv 31_211 3_211 t� 2'-0" 2'_6�� m �� "-6" 2'-6" ® ' �4 cv sa. sa. - .as �4 iv cp OLl cn 3 -2 3 -2 m at cQ - - 3 -2 - tQ d n CLR. CLR. CLR. cn cn CLR. GLR. = 1/2" PLYWOOD ON SIDE PL D E - 0 CONTINUOUSLY INSTALLEDW x 0ABOVE AND BELOW ALL ° ,n 3 o A �, OPENINGS, TYP.. LINE tt! ,+ INEN 0 0 ........:.................................................. H H 4_ a <[ .8. .B. :.. . . . .... . .................. 0 Q Q 1/�" S EP 1/4" STP Q Q Q Q 1/4" TEP 1/4" ST P Q Q 1/4" S P Q Q - m DOOR I I DOOR DBL, a D OR I I al DOO DBL. m I a Doc)R DBL. 0 ' DBL. BL. 1 I DBL. DBL. DBL. 2x6'5 I I 2x6'8 DBL. 2x6'8 DBL. 2x6'8 6'S 2x6'S 2x6'S 2x6'5 2x6'S I 2x6'5 1/2" PLYWOOD ONE SIDE11cq 1 PLYWOOD ONE SIDE CLG. 8'-6" CLG. CONTINUOUSLY INSTALLED_ CONTINUOUSLY INSTALLED- _ I ( I I 8'-6" CLG. I I I I ABOVE AND BELOW ALL = ` = ABOVE AND BELOW ALL dJ ,�C$ OPENIN 5, TYP. B' Ir tY _ II _ G _ II II _ II _ GARAGE �cl OPENINGS, P. r- i r 16/4 x 18/8 16/4 x 18/8 r 1 r 16/4 x 18/8 I 8'-6" a'-roll CLG. 1 I I 1 1 I I 1 I ,- 16/2 x 18/8 1 B ! �/l�`71f 16/2 x 18/8 A2 I I A2 A2 I I A2 I 5-1/8x15 GLB. GLB.— —— — — — — — — �-1/8x15 GLS.— — — — 5_1/8x15 GLB_ LL vv(1, 9 SEISMIC BRACE W.H. 0iSEISMIC BRACE W.H. 50 SEISMIC BRACE W.H. 50 N ::: GAL.GAS GAL.GAS �� GAL.GAS �! " ELEVATE 18 ABO ELEVATE 18" A ELEVATE 18 ABOVE ELE A E BOVE SLAB SLAB SLABcq ' ry N \X/ I I \X/ I I \X/ I I \X/ I � �� 4x6.END /X\ 1 4x6 END MAX. 8 HIGH STUDS, TYP. I I / \ ( (I I / \STUDS, TY � FOUNDATION STEM I / tY p I I I / \ I I \ I I / \ I 1 I I p YP / \ I WALLS GARAGE, TYP. s" HIGH / \ I 110 o /1-t'-0" \ / 1�'-0"\ o o i..l,_0" \ 011- MAX. I / \ FOUNDATION STEM I / 8/0x'1/0 O.H. ��H I 8/0xi/O O.H. \ I I / 8/0x 10 O.H. ';L UJ/1� UJ/1-� ( / 8/0x /0 O.H. \ I I 8/0x7/0 O.H. \ I ::. WALLS GARAGE, TYP. / GARAGE DR. P L / —GARAGE DR. \ / GARAGE DR. P L GARAGE DR. \ / GARAGE DR. \ JI .............................. ..................................... ..... ..... .... .............................................. ........ ..... ..... .............. .......... . ............. ........ . ...... ..... 0 31 I I ® 31 .B. 31 31 0 e I I 0 STRAPS: ® = SIMPSON "MST37 VERTICAL STEEL STRAP I ELEC. I I ELEC. ELEC. --- - - IN - - A13 --- I -- - - - -- — A13 --r _ -- - - —A13 - - - I I - - - - - LINE WALLA130VE - - -I- - - - O - - - - - _ _ _ _ _ _ _ Q = SIMPSON "MST48" VERTICAL STEEL STRAP LEC. PANEL (NE OF W ABO ELEC. PANEL SPECIAL PLYWOOD TI METER —r — METERS RS IT SPECIAL PLYWOOD I I NAILING TYPE "A" I I I 1 I I I NAILING TYPE "A" I Am SIMPSON "MST60" VERTICAL STEEL STRAP - 0 STRAP DEG 11 `` STRAP DE TO UNIT W/ I I I I I I ATO UNIT W/ HOLD-DOWNS: cA "MST31" 1 I I 1 1 I I I MST31cA Q = SIMPSON "HtT4" HOLD-DOWN W/ SIMPSON "SSTBI6L" ANCHOR BOLT 1 I I I I I I I PROVIDE DOUBLE STUDS AT EACH STRAP AND "HTT4" HOLD-DOWN F � SIMPSON "HDQ8-SDS3" HOLD-DOWN W/ IN DECK ABOVE b LINE OF: C A f, SIMPSON "SSTB28" ANCHOR BOLT - - - LINE OF DECK ABOVE - - - - - - LINE - - - - - - _ - - - - E— 130YE- - - - „ - - - LINE DECK ABOVE - - - - - - LINE OF DECK ABOVE - - - PROVIDE 4x6 END STUDS AT ALL "HDQS-SDS3" HOLD-DOWNS (01-411 S -0 5._0.. 6 _011 _ 6'-0" 8'-0" 6'-0" 28'-0" 6'-0" 14'-4" 14'-0" 14'-0" 55'_011 DA 7E= -7/10/12 OWEE7 NO., WINDOW "U" VALUES SQUARE FOOTAGE IEA. UNIT): LOWER 4 UPPER FLR. = 0.35 MAIN FLOOR = 030 LOWER FLOOR: 218 $Q.FT. MAIN FLOOR: 625 SQ.FT. UPPER FLOOR: 666 SQ.FT. TOTAL: 1569 SQ. Ft. UIL21NG (0 .1= 195 FLOOR LAYOUT, SCALE 1/4" = V-011 OF 14 4 " U AkJhWMf� STEP BACK 12" 6 rr RECESS STEP BACK V' d FIREPLACE IREPLACE @ 0 m • 1'-grr E FIREPLACE DE SCALE 1/4" = 1'-011 AS Ag 85'-0" —11 13'-4" 3'-8" MECH.CHASE TO 3/8x6/0 FXD. W/ l2)2/0x6/0 LOWER FLOOR 3/8x6/0 FXD. W! (2)2!0x6!0 3/8x6/0 FXD. W/ (2) 2/0x6!0 3/8x6/0 FXD. W/ (2)2/0x6/0 3!8x6/0 FXD. W/ (2) 2!0x6/0 Q S.H. (MULL T ETHER) Q 13 Q S.H. (MULL T ETHER) Q Q S !. (MULL T ETHER) Q Q S.H. (MULL T ETHER) Q S.H. (MULL T ETHER) Q 7.7 MECH. CHASE TO O All = _ _ O F 00 L WER L R @ @ II II II lY � Cit 6 N 6 N � ...... . .. ................... ......7. ............. ... ................... ................. .............. . ........................ . . ... ......................... jr) 7. III-Oil 4., IT-Oil ::: %, 11'-0" 1_f' RAISE FIRE PLACE fi '�06'' 4Q RAISE FIRE PLACE RAISE FIRE PLACE fi g'' 4Q RAISE FIRE PLACE Q RAISE FIRE PLACE r HEARTH 12" W/BUILt-IN 4 HEARTH 12" W/BUILT-IN HEARTH 12" W/BUILT-IN d �? HEARTH 12" W/BUILT-IN �?� HEARTH 12" W/BUILT-IN NICHE ABOVE FIREPLACE, y�4 NICHE ABOVE FIREPLACE, NICHE ABOVE FIREPLACE, fiQ NICHE ABOVE FIREPLACE, % NICHE ABOVE FIREPLACE, w REFER t0 DETAIL ABOVE '�j�'•.. :: :::;: � REFER t0 DETAIL ABOVE :: REFER t0 DETAIL ABOVE 'SIL . ; ' �°� REFER t0 DETAIL A50VE �y REFER TO DETAIL ABOVE 0 DIRECT-VENT GAS F.P. DIRECT-VENT GAS F.P. DIRECT=VENT CCAS F.P. DIRECT-VENT GAS F.P. DIRECT-VENT GRAS F.P. �fe w U.L. LISTED INSTALL PER U.L. LISTED INSTALL PER U.L. LISTED INSTALL PER U.L. LISTED INSTALL PER U.L. LISTED INSTALL PER 0 = MFG. SPECS, (TYP.) MFG. SPECS. (TYP.) MFG. SPECS. (TYP.) MFC. SPECS. (TYP.) MFG. SPECS. (TYP.) CLGS. el-011 CLG. 9-0 CLG. N J @ �p CLG. 15 LIVING . (V LIVING ��• 9'-0" CLG- V-0" � ap LIVING RM• All 16/4 x 16/10 16/4 x 16/10 16/4 x 16/10LIVING I 16/2 x 11/2 1612 x 11/2 1/2" PLYWOOD ONE SIDE 15 1/2" PLYWOOD ONE SIDE CONTINUOUSLY INSTALLED_ X13 A11 � A130YE AND BELOW ALL -, CONTINUOUSLY INSTALLED-% ABOVE AND BELOW ALL OPENINGS, TYP. '�'-�o" 3'-6" 3'-6" 3'_(0" 3'-6" 0 OPENINGS, TVP. F V. m _ :: ::: = cn BEAM ABOVE N = _ sv ::. ARCH - - - - - - - - - — — - -- — _ — — — —— — BEAM A50VE — —— — — V. - - - — — — — — - - - - — — :. - - - - - - - - - - --� - - - - - - - - - - - U.. — p — - -- -- - - - - - - - ; ....... BEAM ABOVE �:� ARCH I.B.P. ::. grr .• . .. '' •: - - © © © grr @ © REF. V-011 CLOS. REF. f fN. @ J o0 00 L , PROVIDE I N I I� - PROVIDE M. '� @ (I ° VENTILATION _ _ 9 -0 CLG. 9'-0" CLCS. _ 12/10 x 10/4 VENTILATION ° Q FOR COOKTOP cAvo I N I @ @ FOR COOKTOP _ ,4 0 x o SINK W/ _ ID IN I NG IRM. _ DISP 9'-0" CLG, cA 12/10 x 10/10 cA SINK W/ @ @ 12/10 x 10/4 9'-0" CLCD. DISP ° 0 Ag KIT. � ^ � D.W. 12/8 x 10/6 �'_�,� �, .� . �. . � 12/8 x 10/6 D.W. I ( BEA A —VE - - -- - - - - - - --- - -- BEAM ABO 3'- amu 3r_ n m -- - - - - -- - - �,r_�rr g'_2rr = - - - - - - - - - - BEA ABOVE h — - - -- --- - -- - - BEA o1rE �- - - -- - - - - - - - - - - - - - - --- - -- -- - BEAM ABOVE - -- - - - - - - --1- m T - - - - - - - - -- — - - - 3,_6u 3r_�u r_$n I I � I 3'-2" �'-$" I � - - - - - - - - -- -- c,i @ ::. _ _ I I I � I U- IIL 0- PROVIDE 10/10i� - x - PROVIDE o o VENTILATION = _ � IN I NCS RM. N w ... . .. 11/10 :. _ _ _ .. .. .... ...... V-011 rr _' o ©I© •: ©I© o �, PROVIDE °o © 13/10 x 11/0 @�' 9-0 CLG. 15 r- 0 VENTILATION FOR COOKtOP _ ct _ �4 VENTILATION I© 15 w ' r z _� A11 - n DINING . All FOR COOKTOP o I© ©I o `� z �' `Q r FOR COOKTOP o © @ 13/10 x 11/0 ' w 9'-0" LCs, grr grl 9'-0" LCs. 15 Q g" o m KITC, EN KITC EN o O tt MIN. I I MfN. Alf MIN. I N ` ` 11/10 x 1 /10 SINK I I K W/ x = _ /0 - _ 1 11/10 1 :•• ... . ..... . .......... ... SINK <t D.W. pISP DISP O.W. '�t � •1 � � D.W. p1SP I I - ;n g W.H. W.H. —' [E:ol � r — g W.H. W.H. — W-H• FLUE a FLUE FLUE a FLUE FLUE g t u u 1 STRAPS: tl A t STRAP SIMPSON MSt37 C STEEL RAP P VERTICAL.............................. .... . O O O ' ' '3/0x3! D.H. 3/0x !6 D.H. /0x6/10 SL CSL. R. W� �,, O 0..........3/0x3/ D.H.Q.............. 1 5/0x6/10 S D. CSL. DR W/ 5/ x6/10 S D.CSL. DR 5/0x6/10 S D.CSL. DR W/ Qo/0x6/10 SL . CSL. R�W� FXD. TRAN . TO '-0" FXD. T S. TO 8'-0" r FXD. TRAN5. TO -0 Q = SIMPSON MST48 VERTICAL STEEL STRAP ,, / FXD, TRA S. TO 8 0 FXD. TRANS.TRA St0 8 0 hod = e = SIMPSON "i'1ST60" VERTICAL STEEL STRAP 1� K DECK � DECK DECK DECK @ Q - SIMPSON "HTT4" HOLD-DOWN W/ SIMPSON �� .. I ' •:' Y l HOLD DOWNS: I� �� H BOLT -i4w t r l/ SSTBI6L ANCHOR L tf PROVIDE DOUBLE STUDS AT EACH STRAP AND 94TT4" HOLD-DOWN SIMPSON "HDQS-SDS3" HOLD-DOWN W/ SIMPSON "S37B28" ANCHOR BOLT 6'-0" 2'-2" L '!� 2'_211 �6'-0" 3'-10" 3'-10" 6'-4" �4'-2" �'-0rr -��_�rr PROVIDE 4x6 END STUDS AT ALL "HDQ8-SDS3" HOLD-DOWNS " r " r " r " r " r " 1� -0 61-011 121-011 � -0 121-011 (o -� 1� -� 2 -8 14 -0 �,4 TE: 710.' 12 WINDOW "U" VALUES SQUARE FOOTAGE (EA. UNIT) SNEjE7' NO. LOWER t UPPER FLR = 035 MAIN FLOOR = 030 LOWER FLOOR: 218 SQ.FT. MAIN FLOOR: 625 SQ.FT. • *PROVIDE 2x10 SOLID BLOCKINGS UPPER FLOOR: 666 SQ.FT. UNDER ALL PARTITIONS TOTAL; 1569 SQ. FT. 5ULDING S FLOO AYOUT SCALE = 1/x•11 = 1�_Oil OF 14 % itE d .r* 0 B C A9 AS 1/2" PLYWOOD ONE SIDE 1/2" PLYWOOD ONE SIDE CONTINUOUSLY INSTALLED_ CONTINUOUSLY INSTALLED_ ABOVE AND BELOW ALL 6'-(0" ro (o'-�o" 6'-(0" 6'-�0" �o'-(o" ro'-8" (0'-8" 6''-6" '_�" ABOVE AND BELOW ALL OPENINGS, TYP. OPENINGS, TYP. ` (2) 3/0 /0 S.H. (2) 3/0 /0 S.H. (2) 3/0 /0 S.H. (2) 3/0 /0 S.H. (2) 3/0 /0 S.H. ® (MULL t ETHER) ® (MULL T ETHER) ® ® (MULL T ETHER) ® ® (MULL t ETHER) ® ® (MULL T ETRE ....................... ........................... a � a GIRDER TRUSS ABOVE GIRDER TRUSS ABOVE GIRDER TRUSS ABOVE LID N ® GIRDER TRUSS ABOVE ze N GIRDER TRUSS ABOVE 1-41 1-411LLl-411 4 LQ -411L 1-011 1-011 —0" 1�'-0" 1F 15 8'-0" CLG. 8'-0" CLG. 1g 8'-0" CLG. 15 8'-0" CLG. MA5TE IR 51J I TE A11 MASTER SUITE MATE R 51J I TE � A11 � MAS�`E R Sly I TE All � C� Icq 16/2 x 12/8 r 16/2 x 12/8 16/2 x 12/8 r r 16/2 x 12/8 r �� SI.F I (N.LC. HALL) b (N.I.C. HALL) (N.LG. HALL) (N1 C. HALL) b 16/2 x 12/8 (N.I.C. HALL) ll II II 11 II II II II II II II �� 1-1011 II 9 -S 3 -1 3 -6 3 -6 4 -(d 9 -6 9 -6 4 -0 3 -6 3 -6 4 -0 9 -6 3 -6 39 -S ............. 1/2" PLYWOOD ONE SIDE 0 : 1/2" PLYWOOD ONE SIDE CONTINUOUSLY INSTALLED.- d. _�� S#_ d d ER SSR d SSR d CONTINUOUSLY INSTALLED.- ABOVE AND BELOW ALL �,, 1 r — r — — r — — ABOVE AND BELOW ALL OPENINGS, TYP. I.B.P. LB.P. I I LS.P. ? �' ?/ ?/ - OPENINGS TYP. �' 6+6 0 -� <1 IV 9\ I I s+s f n I s+s 0 i @ X X a @ LOPE scop �- 0 LOPE SLOP scop 0 2'-(0" d1 FLOOR I I FLOOR 2'-6" 2'-6" cXl I I ep 2'-6" I ao 2' FLOOR FLOOR FLOOR CLP, �� 0 X FOR I I FOR CLR. CLR. �� Q FOR I I FOR Xae CLP. I FOR CLR. _ -10 8a.� J L — — 3 -ice 5'-10" 5'-10" -10 s. _ _ J L — — .4 3 -ice 5'-10" L _ _ �.aa 3 -10 5'-10" - `t ® 2/6x6/8 ; SR SR 2/6x6/8 2/6x6/8 c; gR SR ; 216x6/8 SR ; 2/6x6/8 @ 3/0x5/0 ... ...................................... 3/0x5/0 �� 3/0x5/0 � 0x5/0 ............................ 3/0x5/0 � � .......................... .. g/ SHW SHWR SH 3 SHWR. SHWR. - ?—s 3 tU\� - _ ��s A6 \`0 = 3 \47 = 0 @ D +sA6 - ry\tp+ D @ B D +sus ry\cp D 0 A6 ry\�+ D @ �z @ z 0 .. .................. "�" 5/0 TU W/ \ ,n ?mss \ ' — 71 ?mss _ ,t� �s B @ o W +tR = + W o5/0 TUB W/ 5/0 TUB W/o W +cp + W 05/0 7UB W/ _ .�, W 05/0 TUB W/ �� SHOW. ry\� z sus SHWR. SHWR. ,�i�R z z sus SHM sus SHmcq 0 :. p ...... OC �Z - ...........:: 0 PROVIDE 4'x8' SHEET OF 1/2 \' _ �, _ O, PROVIDE 4'x8' SHEET Or- PLYWOOD F 1/2" ;: : PROVIDE 4'x8' SHEET OF 1/2 ate• — as �� PROVIDE 4'x8' SHEET OF 1/2" _ O �,� PROVIDE 4'x8' SHEET OF 1/2" `� - iv PLYWOOD ON TRUSS BOTTOM%1 01 +t0 = _ •Qa s+ LYWOOD ON TRUSS BOTTOM PLYWOOD ON TRUSS BOTTOM \ _ _ — s LYWOOD ON TRUSS BOTTOM = .aa s LYWOOD ON TRUSS BOTTOM 9 N X CHORD FOR GAS FURNA E, ,y\� - p — — p 6�s CHORD FOR CCAS FURNACE, CHORD FOR CCAS FURN E, \�p�'� p — 0 z +sem CHORD FOR CCAS FURNACE,::: :: — p +ss CHORD FOR GAS FURNACE, X @ SEE ROOF FRAMING PL - E ROOF FRAMING PLANIt :SEE ROOF FRAMING PL '1► - - 8 E ROOF FRAMING PLAN: - E ROOF FRAMING PLAN @ - :.:. C14 ::. — _ — — s 3' :: - ...... ....:: - -It- LINEN c - LINEN LINEN m _ LINEN LINEN a STRAPS: ® = SIMPSON "MST37 VERTICAL STEEL STRAP ... 4 ac .............................. . .B.P. - :. _ - :.: 11 d A ::: :: ::: d .B.P. qcl b. q .B.P. .� 0 = SIMPSON "MST48" VERTICAL STEEL STRAP I.B.P_ _ - - 3'-6' 6'-2" 5'-10" '-6" �4 �4 - - - - e = SIMPSON "MSt60" VERTICAL STEEL STRAP :: ................ �4 .4 3' 6�� 2.. 3' 6�� 6� 4.. $ n � I I ? N a 08 � � I I � N .aa� I �� /e0 co\ s \ I I +sem (p is I I is HOLD, I s+sem HOLD-DOWNS: Q SIMPSON "HTT4" HOLD-DOWN W/ SIMPSON CLG- _ "SSTBI6L" ANCHOR BOLT @ h BOOM I a I _� 3 BOOM 1�BOOM I I 5E D ROOM I °° D 'OOM -' - ? 14/ID x 9/6 15 14/ID x 9/6 - - 14/0 x 9/6 :: 0 PROVIDE DOUBLE STUDS AT EACH STRAP AND "HTT4" HOLD-DOWN @ 13/10 x 9/6 �s I - cn I \� All `�'s I I \� cD I \� 13/10 x 9/6 A = SIMPSON "H008-SDS3 HOLD-DOWN W/ SIMPSON SSTB28 ANCHOR BOLT GIRDER TRUSS ABOVE :: GIRDER TRUSS ABOVE GIRD TRUSS ABOVE GIRDER TRUSS ABOVE GIRDER TRUSS ABOVE PROVIDE 4x6 END STUDS AT ALL "HDQ8-SDS3" HOLD-DOWNS .........@ .......I . ........................ — — — — — c a c Al2 � @ a c Al2 @ c Al2 �, N N (2) 3/0 5/0 S.H. (2)3/0 5/0 S.H, W w /v aw, (2) 3/0 5/0 S.H. (2)3/0 5/0 S.H. 1/2" PLYWOOD ONE SIDE �,_0„ (MULL T ETHER)�,_0�� .�,-�,� (MULL t ETHER �,_0�� ,�,_0�� (MULL T ETHER) �,_ID�� ,_2�� (MULL t ETHER „1,-2" ,,_0�� (MULL T ETHER 1/2" PLYWOOD ONE SIDE CONTINUOUSLY INSTALLED_ CONTINUOUSLY INSTALLED_ ABOVE AND BELOW ALL �� ABOVE AND BELOW ALL OPENINGS, TYP. 141-011 (01-011 14 -0 141-0116 -0 141-411 21-811 141-011OPENINGS, TYP. 65'-0" 0)A 7-E: -7/05/12 WINDOW "U" VALUES SQUARE FOOTAGE (EA. UNIT): SPEE7- NO: LOWER 4 UPPER FLR. 035 MAIN FLOOR = 0.30 LOWER FLOOR: 218 SQ. FT. MAIN FLOOR: 625 SQ.FT. UPPER FLOOR: 666 SQ.FT. TOTAL: 1569 SQ. FT. I ILDING THIRD LAYOUT, SCALE 1/4" = 1'-0" Off' 14 D APO 5 Wk�t. O B G AS AS I II ' —It 85 -0 • 00 $'-0" I II 2rI II I_ II 8 -® 13 4 3 8 13 0 4'—�11 10 �,I-0" 131_011 13'-0" 4'-0" 41_011 00 0�) (V g y 6" FOUNDATION STEP IF REQ'D•, SEE ELEVATIONS I ( J -v - - - Jv- - - - - - --p- - -I—p I IQ —1- -- - - - - - - -�- - —1 v�- - - �- - - — —� -- -gyp •. 66 r� 0 I '.4 I .♦ �• • 6x6 POST ON 1 6x6 POST 'y L J 6x6 POST ON I LJy i 6x6 POST O • 6x6 POST ON 6x6 POST O �:• 6x6 POST O 1 6x6 POST O I `:• 2411X24"X12" 10 2411X24"X12" . , ,. ':..' 4 •' 24°X24"X12 s: : 10 24"X24"X12" s . •.:. ,:.•!'..: t ..' 'ti• I CONC. FTG. CONC.FTG. L_ __ _ •' _ _ GONG,FTG. 1 ; 1 ., 2411x24"x12" 24"X24"X12" I j• !. :• II II 11 11 II II I " .:•. r. '!: 24 X24 X12 10 24 X24 X12 = r r GONG. FTG, _ _ •" _ _ LONG,FTG, CONC.FTG. 1 r _ _ _ CONC. FTG. CONC. FTG. I 1 1 1 I R-15 RIGID (NSUL., R-15 RIGID INSUL, 1 I R-15 RIGID INSUL•, g 1 R-15 RIGID INSUL., g 1 EXTERIOR AND GARAGE I I EXTERIOR AND GARAGE i• EXTERIOR AND GARAGE EXTERIOR AND GARAGE ' FACING WALLS ONLY, TYP. FACENCs WALLS ONLY, TYP. I I FACING WALLS ONLY, TYP. I I FACING WALLS ONLY, TYP. I I I I I I I J. I 11 II I :� I II 11 I I 10 I I 4" CONIC. SLAB ON 6" COMPACTED �..; 4" GONG. SLAB ON 6" COMPACTED I I 4" CONG. SLAB ON 6" COMPACTED = �•, 4 CONC. SLAB ON 6 COMPACTED 1 4 CONC. SLAB ON 6 COMPACTED GRANULAR FILL ON 6 MIL GRANULAR FILL ON 6 MCL GRANULAR FILL ON 6 MIL I GRANULAR FILL ON 6 MIL I GRANULAR FILL ON 6 MIL 4 ... I VISQUEEN VAPOR BARRIER I I VISQUEEN VAPOR BARRIER VISQUEEN VAPOR BARRIER -' I I -' VISQUEEN VAPOR BARRIER I I VISQUEEN VAPOR BARRIER ( I 11'-0" I I °P I ! I °P ' I " - --- - - -- - - ------ - I : :, I _-- - -- - - - - - - - - - -� 71 —C— D •B • B r B Iwk I r- -- - — — --- - - : -- - - - -THICKENED- - — - - - - - - -THICKENED — - - - - - - - - - - --- C —D—B- - - - - - - - - - C- -D LAB I 13'-8" I I f l 131_gl1 I 1 13'-S° I 1 R-15 RIGID INSUL., I I =1 ��013A I � I '' I EXTERIOR AND GARAGE I I I I?i � � 1w -1 I - '1 V1 1 r2-- I :.r I -� FACING WALLS ONLY, TYP. r .. —,Ne- 1 . .•y•, .s • ••s i'L• •t.• . 'a , .e • •r •i•'4•." .• '4 , I S" e i'. • R' �1 • .tom : ••• :ems• `. •t. 1 I - - — D — e- -¢- - - - - - - - !— - - - - - Q SH�KI:NFI2.SLA� _ - -� — — B— - - - -- - - k — - - - — — — •- - - - y - - - - - - - - - — - - _ --� _�- —� C D •8 C D •B I l4 t0 6" STEP I n1 m 1 •'t� I I m I m DOOR DEPENDENT' �' I m m I ON SLOPE 1 'I:. I 1/4" TO 6" STEP 11 II I ;'I I 1/4" TO 6" STEPcq I I DOOR DEPENDENT 1/4 t0 6 SCEP 1/4" TO 6" STEP i , I I I = I 1 5 DOOR DEPENDENT = 1 '" I = DOOR DEPENDENT 5 00 DEPENDENT I •''' I 1 ON SLOPE ON OPE DOOR DEPS DE itl A I I I 10 ON SLOPE I �; L 10 I I ON SLOPE I , �t I 3'-811 I I I I I I I 13'-g11 1 I 1 1 , r — I — - I I _ _ I k. I —— 4x6 POST ' SfM. 4x6 POST 4x6 POST `� 4x6 POST ON 30x30x12 ``� r 4x6 POST ``� Sim. 1 O ON 30x30x12 I I ON 30x30x12 1 . • I ON 3ox3ox12 I CONC.FTG. I ON 30x30x12 GONG. FTG. I I CONC, FTG. O O CONC.FTG. I I I I I I r ,�. I I I I o I I CONC.FTG. 0 1 I PROPERTY LINES SMALL EH N L - - _J I 13 -8�- - I '�.' I L - - -� I r I L _ J 1 r I L - - J �, I ::f I CLEARLY IDENTIFIED PRIOR I I Q I I I TO FOOTING INSPECTION 31_011 cv m s j 10 " II I '•', I II II I •� I II II I ! I II II I •' 1 I 4" GONG. SLAB ON 6" COMPACTED I 4 GONG. SLAB ON 6 COMPACTED .> 4 GONG. SLAB ON 6 COMPACTED 4 CONC. SLAB ON 6 COMPACTED 4 CONC. SLAB ON 6 COMPACTED I GRANULAR FILL ON 6 MIL I I GRANULAR FILL ON 6 MIL I I GRANULAR FILL ON 6 MIL GRANULAR FILL ON 6 MIL I ":` I GRANULAR FILL ON 6 MIL I I VISQUEEN VAPOR BARRIER = I VISQUEEN VAPOR BARRIER VISQUEEN VAPOR BARRIER : ` = I I oP I .�� I RR ER I I VISQUEEN VAPOR BARRIER I • •: ( VISQUEEN VAPOR BARRIER I " ::• I I . ' 1 I ,• t l I ,• t l I ,• t l I r-.• I •'•,• I 1 , • I I r. I 1 , . I 1 •. ELECTRICAL I ,.�;: ELECTRICAL I I ELECTRICAL I ."�'. I ELECTRICAL I I ELECTRICAL MAX. 8" HIGH I STUB UP I STUB UP StUB UP STUB UP STUB UP I FOUNDATION STEM 6x6 POST O g 6x6 POST ON 1 :• 6x6 POST ON i i y� g 6x6 POST ON I 6x6 POST ON i off 6x6 POST ON 6x6 POST ON I '': WALLS g GARAGE, TYP. I 1 24"X24"Xi2" 10 24"X24"X12" I �::' I 24"X24"X12" I �. : I 2� `" D� 24"X24"X12" ' 24"X24"X12" 324"X24"X12" 24"X24"X12" I 41 CONC.FTG. CONC, FTG. CONC.FTG. CONC.FTG. CONC.FTG. I CON FTG. CONC. FTG. - - - - - - - - - - - - - -- -1L — - - - - - - - -- - - - - - - � -- - - - - - --- - -- — - - - - - - - - - - - - - -� - - - - - -- - - - -- - - r. BLOCK OUT BLOCK OUT . ,•.'. BLOCK OUT :,; f r: s ::} :..:: •' •• .. BLOCK out BLOCK out :..'.: FOR 8/0 DR FOR 8/0 DR. FOR 8/0 DR. FOR 8/0 DR. '' FOR 8/0 OR p�- - - au — - - - - - - �- - - -� - - - - -- - — — —, - - - - - - — �-- - —•-�• - - - - - -- — �— -� - - - - -- - - - - - --�� Cn) METER NIELEC. � � METER � E � 10 3'-3" 3'-1" ' 3'-3" 3'-31101 6" FOU ATION STEP, IF Al 0 RE01% EE ELEVATIONS 1 0 4 ? / I 4 10 44z. 21 11r 10 tel" ,-• ,`I rf1 — J J —J J 18"X18"X12" 18IIXI8"X1211 CONC, FTG. //�� CONC.FTG. 't 4'-0" 8'-0" 1 -0' 2'-011 S'-0" 1'-0' 2'-0" 8'-011 1' 2'-4" 8'-011 3'-0" 2' 8'-0" 4'-011 HOLD-DOWNS: /� = SIMPSON "14TT4" HOLD-DOWN W/ SIMPSON "SSTBI6L" ANCHOR BOLT 13'-0" 1'-0" 11'-0" - 11'-0" 1'-0" 13'-4" 3'-8" 14'-0" PROVIDE DOUBLE STUDS AT EACH STRAP AND "WTT4" HOLD-DOWN S81_oll O = SIMPSON "H008-8053" HOLD-DOWN W/ 551-o SIMPSON "SSTB28" ANCHOR BOLT �A 7-E: 1/0.5/12 PROVIDE 4x6 END STUDS AT ALL "HDQS-SDS3" HOLD-DOWNS. 5WEE7 NO: = R-15 RIGID INSUL,, a * -USE 5ASIC RADON FROTEC ON METE 4OD EXTERIOR AND GARAGE FACING WALLS ONLY, TYP. RADON BARRIER SHOULD BE LAID WITHIN THE FLOOR CONSTRUCTION AND LINKED TO THE DAMP PROOF COURSE LAID WITHIN THE WALLS OF THE DWELLING. THE JOINTS MUST BE SEALED AND ANY PENETRATIONS THROUGH THE FLOOR SHOULD BE • � �� FOUNDATION � AVOIDED OR IF THEY MUST OCCUR 7HEY MUST BE EFFECTIVELY ,� SEALED. ADDITIONALLY,CCAS SHOULD BE PREVENTED FROM SCALE 1/4" = V-011 ENTERING VIA THE CAVITY BY THE PROVISION OF A CAVITY TRAY. OF 14 T Fes' SIMPSON LSSU26 OR EQ. �`y � WrA UPPER FLOOR PLYWD. RISERS (HGT T MAX.). ,R SYSTEM PER }: OF PLAN ro'-S" MIN. WEADROOM RAIL W/ 2 X 2 BALUSTERS - 4" MAX. OPEN'G (OR EQ. PER CODE) 30" TO 38" VERT. FROM TREAD NOSING (AT LEAST ONE SIDE OF STAIR ). IF AT OPEN SIDE OF STAIR MIN RAIL WGT. TO BE 34" VERT. FROM TREAD NOSING. t P 0 2>C4 S1-IOE 1-i/8" PLYWOOD TREADS (3) 1-1/2"X24" PLYWOOD ]z STRINGERS (GLUE 4 SCREW a 12" O.C. STANDARD STAIR SECTION SCALE: 1/2" = 1'-0" B G A9 A9 RUN JOISTS PERPENDICULAR IN THIS RUN JOISTS RUN JOISTS AREA FOR MECH. 32 8 g PERPENDICULAR Is 32 a 9 PERPENDICULAR IN THIS `� 9 32 a 9 AREA FOR MECH. 13 AREA FOR MECH. INE W L O O LINE OF WALL ABOVE O LINE OF W LL ABO O O LINE OF WALL ABOVE IN L O 12 U x10 DR ® — — U ® 4x1 HD x10 D ®N U — 4x1 HD — ® 4x1 HD ® — 4x6 D S R 4x8 x8 DR x8 R. 4x6 END 1 1 1 1 1 1 1 I I I I i I \to I I I I I I I I I I I IG I I I I I I I STUDS, TYP. 29 A13 24 ' I 24 I 12 I !2 I I I I I I I I I I . Q ly 1/2" PLYWOOD ONE SIDE +� I I I I Is I I I I Is I I ,0 1/2" PLYWOOD ONE SIDE CONTINUOUSLY INSTALLED_ �� CONTINUOUSLY INSTALLED_ ABOVE AND BELOW ALL BE RIN WALL 4x1 BM 4x10 BM. BARING WALL ARING WAL x1 BM. 4x10 BM. EA INC ALL 4x10 EA INC ALL P ABOVE AND BELOW ALL OPENINGS, TYP. - _ OPENINGS, TYP. vo L. T. . J D Bl . JS1. BL. ST. BL. ST. q k k IIN mn k k k x SII xT II IIm xT IIS k ° M ° ° LK�G q I- p K'G e1 I I I I I I 6EA14ING UAL� I BEA INGI WALL I I I I I I I I �AR�G JALL I I I 4x10 4x10 BM. 4x10 M. 4 10 BM. 4x10 BM. -� BE RI WA x6 4x x6 4x& 4x EA NG ALL MOST I POs MOST I POS I POS +CO , I `,�e I �' IR ST IR I I O O I I I I I I I I I I I i I I �`,�Q�I ; ST IR ST IR N s--9 ST IR A o J o L L I oo� I I I I I I I L J I I I I I I I I sus I �coal � o o, 'd`g Ll a q �s 4x6 I 4x6 I 6x6 A2 4x6 OST 4x A2 4xro OST 4x 4x6 A2 6x6 POST PO 1 OST p 5-1 Sx 15 L. 4M. 4 OST OST POST . M . J T. L. J - — 5 1/8x1 GLIM. P 8L. J T. L. J 5�8 I I I I I I I 1461 I I I I I I I I I I I I q d1 d1 PO I � ttl STRAPS: ® = SIMPSON "MST3'1" VERTICAL STEEL STRAP ``� I `� v �, I ``� v �, I Q = SIMPSON "MST48" VERTICAL STEEL STRAP Q 2 . JST. :� �:� DBL. JSt. +9 q Q' DBL. JSt. :� �:� DBL. JSt. +$ . JST. v e'+� S = SIM SON "MST60" VERTICAL St STRAP P VER L EEL RA I I I I 16-- I I I HOLD-DOWNS: Q : SIMPSON "HTT4" HOLD-DOWN W/ SIMPSON "SS7B16L" ANCHOR BOLT �y _ fQ _ ,�°� _ tq � _° PROVIDE DOUBLE STUDS AT EACH STRAP AND "HTT4" HOLD-DOWN + �v ,� ql J a �, I Iq � 29 �' A13 Q = SIMPSON "HDQS-sDS3" HOLD-DOWN W/ 4 6 E I I ilia �' I I I p I I 41(o E D SIMPSON °SstB28° ANCHOR BOLI SUDS, TYP 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 s UD TY I PROVIDE 4x& END STUDS AT ALL "HDQ8-5053" HOLD-DOWNS 5-/6x1 GL. M. 5 1/8x GL BM: 5 1/6x1 GL. BM. -1/ 13 . B . -1/8x3 G BM. * ISE 5ASIC RADON PROTECTION METHOD x6 SPE IAL PLY �� O 4x 4x6 4x x6 4x 4x x6 SPE !AL PLY O RADON BARRIER SHOULD BE LAID WITHIN THE FLOOR g NAI INC YPE A POT I e I ST OS OS POT I ( OS P T I e I ST 1�1A1 NG PE 4x CONSTRUCTION AND LINKED TO THE DAMP PROOF COURSE LAID O WITHIN THE WALLS OF THE DWELLING. THE JOINTS MUST BE SEALED LIN OF AL AB VE — r — INE OF LL 415OVE — L — LIN OF WAL AB VE — — — — — — — — — — — AND ANY PENETRATIONS THROUGH THE FLOOR SHOULD BE I I I I I I ( I I I AVOIDED OR IF THEY MUST OCCUR THEY MUST BE EFFECTIVELY STRAP DEG I I ( I I I I I STRAP DECK SEALED. ADDITIONALLY,GAS SHOULD BE PREVENTED FROM TO UNIT W/ I kg I I �5 . 8 A ENTERING VIA THE CAVITY BY THE PROVISION OF A CAVITY TRAY. MS73� O p/ I ( A p�5 P• I I Q�, ,� Q I I 4 0 J / I ATO UNIT W/ I' �� ? ,, -T� 8 I I � r MST31 •�,,�rt � SIMPSON U28 HANGERS I I o� rs I I 1*� o I I I I I A SIMPSON U28 HANGERS I I I I I I I I ON 2xS P.T. LEDGER, ON 2x8 P.T. LEDGER, A I TYP. � ALL UNITS TYP. 0 ALL UNITS 14 DF. P.T. B 4x14 F. P.T. BM. -� 4 4 D.F. .T. BM. � x14 Df P.T. x14 D P.T. B . 4x4 — — —L INE OF DECK ABOVE 4x4 4x4 LINE OF DECK ABOVE 4x 4x4 LINE OF DECK ABOVE 4x4 4x4 LINE OF DECK ABOVE — — — 4x4 4x4 LINE OF DECK ABOVE— — — 4x4 POST POST POST POST POST POST POST POST POST POST L-)A TE: 7/0.15/12 514EE7 NO: NOTE: MIN. HDR SIZE TO BE 4x12, U.N.O. 5UILDING SMIN SCALE 1/411 = V-011 OF 14 aLl- 1/21, PLYWOOD ONE SIDE C 1/2" PLYWOOD ONE SIDE CONTINUOUSLY INSTALLED.- A9 CONTINUOUSLY INSTALLED_ ABOVE AND BELOW ALL B ABOVE AND BELOW ALL OPENINGS- TYP. eA15 e O NING6 TYP, 154.9 DAM'- x12 R. x10 D 2 DR. 4x1 HD 4x12 HD ;. 0 i . o h v n 1-2- 611 i In ? VIA) ch X I �+�e l I I I I I I 1 I I I -�c`i�" I I I I �+%I I I I I I I I A s I I I I I } F T IGS . �y Q� �,�► �,�► L 1l. 1� '.� � , oo Af - f LK' o� oc odor BLK K _J_jL_L*_K-G L-LBLK — I LOP FLOOR TH I I SOP FL R I THI LOP FL R TH I I SOP FL R I THI REA FOR STAT CL — AREA OR TAI CL 4x 4x6 REA FOR STAT CL — — A A OR TAI CL 4x �- I— S OP FL R I THI x6 OST P� 4x OST A A OR TAI CO k P ST POS POS k 4x B OS P T _ 5-1/8x1 GL. BM. 5-1/8x15 GLA �S 4x _ 5-1/8x1 GL. BM. 4x 0 10 �' I i— I P T I �' I P T 1/2" PLYWOOD ONE SIDE 4x1 B 10 M. - 23 ' 4x 0 B 10 M. - 23 CONTINUOUSLY INSTALL.ED-. Al2 Al2 ABOVE AND BELOW ALL OPENINGS, TYP. cn `� Q = I�, ST IR ST IR �. Qv ST IR ST IR �► �, ST IR 6x6 x6 L L Oi�4 4x L W L 4 6 ops 4x W L 4x 6x -0� OS `� POT -0� OST POS 5-1/ x15 L. 111' .B OST PO OST 5-1 8x15 GL. M. ® 4-1/8115 G BM e o -1/ x15 5/8x1 G M. _ ` :.: — o _ 4x*- O 23 A2 0 I I PO T Al2 I I O I 4? ,42 � _ B K'G, a K' ,_ LK' . _ LK' ST VERTICAL ST SCRAP M6T37 EEL RAPS: SIMPSON VER L - ® Q SIMPSON "MST46" VERTICAL STEEL STRAP ♦ SIMPSON "MST60" VERTICAL STEEL STRAP I h m HOLD-DOWNS: Q a SIMPSON 94tT4" HOLD-DOWN W/ SIMPSON h NI "SSTBI&L" ANCHOR BOLI ch ,¢ PROVIDE DOUBLE STUDS AT EACH STRAP AND "HTT4" HOLD-DOWN = SIMPSON "HOQ3-6063" HOLD-DOWN W/ I ` SIMPSON "3;,tB28" ANCHOR BOLT PROVIDE 4x6 END STUDS AT ALL "H0Q8-SDS3" HOLD-DOWNS e e e 4x 2lllllll 4 12 B x10 M. H R. 12 4 12 B 4x1 SM x12 EV 0 0 O O O O O O O O 1/2" PLYWOOD ONE SIDE RAISE WINDOW HDR a RAISE WINDOW HDR a CONTINUOUSLY INSTALLED_ KITC`•4ENS TO 8'-0" I KITCHENS TO 8'-0" 1/2" PLYWOOD ONE SIDE ABOVE AND BELOW ALL ? I ABOVECONTINUOUSLY AND BELOW ALLDr _ OPENINGS, TYP. 1 i OPENINGS, TYP. II II II 12 * USE 5A.SIC RADON PROTECTION METHOD �� RADON BARRIER SHOULD BE LAID WITHIN THE FLOOR CONSTRUCTION AND LINKED TO THE DAMP PROOF COURSE LAID WITHIN THE WALLS OF THE DWELLING. THE JOINTS MUST BE SEALED AND ANY PENETRATIONS THROUGH THE FLOOR SHOULD BE AVOIDED OR IF THEY MUST OCCUR THEY MUST BE EFFECTIVELY SEALED. ADDITIONALLY, GAS SHOULD BE PREVENTED FROM moll NOT : MIN. HDR SIZE TO BE x12, U.N.O. ENTERING VIA THE CAVITY BY THE PROVISION OF A CAVITY TRAY. 12 .15 1 LD ING THIRD FLOOR FRAMING SCALE 1/411 = 1�_O11 36 13 _ 18 0 Al2 v7 Aqj cA A` 'V ' t SIMPLANK- �� LAP SIDING , 35 0 A13 18 18 Al2 Ail i — 0 CU t L FRED STONE (NO STONE AT DA rE. -7/10/12 NON-STREET FACE - - - - - - FACADE) ir 1 WINDOW "U" VALUES E71 SQ. Ft. OF GLAZING TO 10 LOWER 4 UPPER FLR. 035 MEET MIN. REQUIREMENTS OF MAIN FLOOR = 030 56 S.F.FOR GROUND FLOOR FmND FACA SCALE 1/411 = 1�_O�� OF 14 _ 1 - - - - - - 12 DS — — — D.S,D,S. — — — — — — — — P.S. D.S. — — D,S. — �- - �� teens ens — T — ✓,s re ens I — ens I I I I I I 2 e^ I I I I I I I I I I I I ,,- �1 ROOFING NOTES: IN k , I INSTALL (16) — 4,-0„ 14,_0„ 4'_0" 14'_0" AF50 ROOF JACKS COR EQ.) MIN. MIN, MIN. L MIN. �} I 5(D SQ. IN. NET FREE VENT. 36 I �? I � I EQ. m EAVES AI3 I A. UPPER ROOF 3330 SQ. FT (16) ROOF JACKS 18 I ❑ ❑ ❑ ❑ � I �I (AT VAULTED SPACES EA. RAFT. SPACE MUST HAVE AN AI2 0 I I -0" MIN. -0" MIN. �+ SAVE VENT. a RIDGE RAFTS. MUST BE NOTCHED 6 TOP NEAR RIDGE W/ 1 1/2" DEEP BY 2" LONG NOTCH FOR FLOW THROUGH BETWEEN VAULTED RAFTS. AND OUT ROOF JACK �} �� EAVES - 12" UNLESS OTHERWISE NOTED. FM y t0"/ / vv I I « RAKES - Iz" UNLESS OTHERWISE NOTED. PL I I ROOF PITCH AS SHOWN o — I I ,� I I — — I I I I I 2� �j11Jisf� � I I I I It i SIMPLANK teens Bns' I I I \\ 11 LAP SIDING - - - - - - - - D.S. 9 D.S. - - - - - - - - - - - - - - - - DS. - - - - - - - - — El L4JP.S. AI3 0 Ia ROOF PLAN SCALE: 1/511=V-011 v A9 A9 WINDOW "U" VALUES 1 LOWER t UPPER FLR = 035 SIDE E L E VAT I ON 10 MAIN FLOOR = 030 85'-0" '�. SCALA 1/4" = 1'-m" 13'_0" 8'_0'• 13'_(a" 131_011 8'-0" 13'-4" 3'-8" 13 _Q H H�2 HSL 6x6 6x6 0 KII / 6x6 6x6 :? 0 6�;6 6x6 — — POST GIRDER TRUSS — POST IRDER TRUSS GIRDS SS POST POST GIRDS TRUSS — ;: : _ P ST GIRDER TRUSS POSIt A IIII//T I I I T I— T� —I—I �T/12 812 8/12 8/1292 912 /12 6/12— AljfAl I l c l I I I All I All I I I I I I 4 I I I A3 I "14V ? 4'J011 I I I I I I I I I 4'aro° 41011, 4'-0" — NO OOF 41011 NO ODF 8/I PEN TRA NS WIT IN I RO PEN 7 NS WIT IN I 4'-0 OF P TY W LL I NET TIONS ITHIN 4 -0 L '-0" RT � — a/Iz I - - - -/ - - - —� I \ j J � I I I m A / \� , : 9 10 \{ 11 All - - 13 I � — — R� PROVI E 41x SHEE OF PL7 ODI PR VIDE 'x6' ET OF IR" P OD VI E 4'xa' SHEET OF 1/2" LYWO D I I PROVI 4'x6 SHE OF 1/2" PLYW OD P VID 'x5' 5 EET 1/2" P WOO i 58 F R 9 ON RUSE O CHO F S BOT OMC RDF R 90% ON 7 S BO QOM RDF R 15091c ON TRUE IEFF. GAS FURNIAGE W/I TSILIE I I I I I co�teusTFEh ACE W/ OU ISID I 1 �FF. G FURNSIGE W/ pUTSIDE 1 I I I ICOI`IBI�715LL�EIAIR W �OUTSID I I 9 EFfl, GAS AC W/ OUTSIDE I 1 COMBUSTIBLE AIR g Ey Fj OMBU BLE (AIR I I GdMBUSTI L AI — 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 AI3 I — — I — 36 AI3 I l/12 1/12 I I 8/1 8/ 8/12 8/12 I I I I 8/12 8/I2 I - - - - — 1 t - I —�xL I — � = =I I I =L _ J = I = = 1 — 6j — — x6 6x6 (b xrp POST POST OST IL_ L_ TaT�g LL P T OST ST POST H it H,eR Hp�2 n H R H = 0,47E. 7/ID5/IZ SHEET NO: 14'-0" 6'-0" 14'-0" 14'-0" 6'-0" 14'-4" I'-0" TYP. -�+ NOTE: MIN. HDIR, SIZE TO BE 4x12, U.N.O. 5UILP INCA (o ROOF FRAMING LAYOUT OF 14 �a 12 \;I. .11 1 h.ri eY"',tSIA p SI I I % TRU E5 PI R MAN FACTU ER �-r t 36 I A13 � -38 1 UL. m EILI I I -38 1 UL. ® EILIN IJ . a \ B 'T'I—I BD EYP I I Bp R-21 INSULc'YP: EXTERIOR WALLS UTILIT HALL HALL UTILIT BAH ATH UTILIT HALL HAL UTILIT BATH HALL UTILIT BATH ro STAIR STAIR I I STAIR STAIR STAIR WELL WELL PINING I I WELL WELL WELL KITCHEN TYP. 0 FIRE a 1m I DINING DINING KITCHEN 8 WALLS All Ail 3/4" T4G PLYWOOD GLUE 4 I I 3/4" T4G PLYWOOD GLUE 4 SCREW TO JOISTS 0 16" O.C. I SCREW TO JOISTS 0 16" O,C. -- 99 STAIR STAIR WELL WELL I I STAIR STAIR STAIR WELL WELL WELL {t °7 GARAGE GARAGE I GARAGE GARAGE GARAGE 4 GONG, 4" GONG. 4" CONC. r SLAB1 Afro atm CROSS SECTION AIm � SCALE 34 A13 A13 12 12 11 TRUSSES PER MANUFAI �6 TRUSSES PER I`IANUFAGTURER �y \ / * USE BASIC RADON PROTECTION METHOD \ / \ / RADON BARRIER SHOULD BE LAID WITHIN THE FLOOR \ I / CONSTRUCTION AND LINKED TO THE DAMP PROOF COURSE LAID \ / WITHIN THE WALLS OF THE DWELLING, THE JOINTS MUST BE SEALED \ / i AND ANY PENETRATIONS THROUGH THE FLOOR SHOULD BE \ / R-38 INSUL. m CEILING \ AVOIDED OR IF THEY MUST OCCUR THEY MUST BE EFFECTIVELY \ / R-38 INSUL. m CEILING SEALED. ADDITIONALLY, GAS SHOULD BE PREVENTED FROM C_ ENTERING VIA THE CAVITY BY THE PROVISION OF A CAVITY TRAY, 12" GYP. 12" GYP, R-21 INSUL. o B DROOM 11J,I,G. BD' 36 18 BD. EXTERIOR WALLS AI3 AI2 BEDROOM a �p SLOPE FLOOR TO , BEDROOM TH UTI 1T1' 15ATH 5EDFIOO11 MAINTAIN III HEAD CLR g STAIRS 116) 1-12" RISERS t ) lo" 3/4" T4G PL WOOD GLUE 4 TREADS 1-1/8" O ON 2x12 SCREW TO J ISTS o 16" O.C. RUNNERS g 16" .G. W/ R-21 INSUL. a 3/4' T4G PLYWOOD GLUE 4 HANDRAIL MEET COPE EXTERIOR WALLS SCREW TO JOISTS o 16 O.C. Lu 5/8" TYPE 'X' Z 12" GYP. EXTERIOR GYP. BD Bp, CANTILEVERS, YP. 61 LU 22 ,-- z LIVING RM, DINING <TCHiEN Al2 IIIHED 3/411 G DIA. ALUMINUM PIPES DININ LIVING RM. VERTICALS B 4" O.C. c0 i F LTIMBERTEX PECKING 3/4" T4G LYWOOD GLUE 4 3/4" T4G PLYWOOD GLUE < SCREW T JOISTS m 16" O.C. SC WTO JOISTS_016- O.C. (14) 1-13/16" RISE 4 (13) Im" 5/8" TYPE 'X' TREADS 1-I/8" ON 2x12 5/8" TYPE 'X' EXTERIOR GYP. BD o RUNNERS m O.C. W/ EXTERIOR GYP. BD CANTILEVERS, TYP. - I-IANDRAI O MEET CODE CANTILEVERS, TYP. 31 0 9 AI3 GARAGE BED OM GARAGE 4" GONG. \ SLAB 17411 NG. SLAB all DATE: 7105/12 ED atm SHEET NO: Aim C OSS S CT I ON C OSS SECTION SCALE : 1/4" = 1'-00" � SCALE : 1/4" = 1'-0" OP 14 E Y 5UILDING PAPER, LAP CENTER WALL OVER OVER 1=LAS�I INCA 4 4II COMMON PROPERTY LINE SIDING OVER �10 �� , SHEATHING 1 AIRSPACE CLEAR I 5ETWEEN WALLS, FIRE _ METAL FLASHING BLOCK m 10'-0" O.C. TYP. 2-HR. PLACE CONI'. 5EAD HORIZ. VERT. 15 PARTY WALL INSULATION OF SEALANT UNDER All A55EM3LY Ise FLASHING SLA5 ON GRADE 2X P.T. PLATE MIN. UNIT UNIT ®, CULTURED STONE 2 2 2 SILL a 111 5LKG. 5ETWEEN FLASHING AWAY Y - .r Q Js .! ..�.>,>~:ti :y•..n��hr�:1..M..V.. a SLOPE GRADE AWA 1 STUDS FOR I Yew�i••s�....ry �Zt?:•.r.,\:"1.'i:�,fP�.to a re:^71j,..�0'.�!',Y•,•a.•'r�lS�.`�•:moi' .'w�.. titt�y�•: 4 R I 111 MIN. K?pt'r�'Ys;�. a:< �o'v': i - FROMUILD(N� i ..s ..r. -4 e. S. S...:;::E'! ° FASTENERS = FF=ul ° = _ - III II=I III III I I III — I SAND =1 I 1111=1 METAL ANCHOR 1 (o MIL. VAPOR I I 10 MIL. VAPOR I 5ARRIER 11" CONCRETE BARRIER z FOUNDATION 4" NOMINAL 2" SAND WALL COMPACTED a CULTURED STONE a ° FILL ° 4" FTG, COMPACTED FILL ° ° SEE STRUCTURAL ° ° DRAIN „ BUILDING PAPER OVER a • R a O DBL. STUDS 6 i� O.G. SHEATHING UNDER . 0 FOR FOOTING SIZE SEE STRUCTURAL.• � � • AT CULTURED STONE AND REBAR FOR FOOTING 51ZE a . (NO INSULATION � SIDING, FRIM � Bfi�ICfG ° • AND REBAR GARAGE) CULTURE[) STONE 1" MIN. AIRSPACE 2 2I=ARTYWAL-L� HR FOUNL?ATION 3TYf=. EXTERIOR WALL FOOTING, ANCHOR TO DBL. 2X� #410 SCALE: I-1/2" = 1'-0" �� SCALE: 1-1/2" = I'-0" STUDS a l� O.C. MAX. CORRUGATED FASTEN 's EA. DBL, METAL TIE STUD UJ/ MIN. OF (2) 1/16" DIA. X 4" LAGCENTER WALL OVER SCREWS POST PER PLAN COMMON PROPERTY LINE i1 11 if 1I FLASHING � `t "1• 00 S IMPSON P5 POST 5ASE IF 1" AIRSPACE CLEAR 5/fro" STEEL ? TREATED- WOOD, SIMPSON 5ETWEEN WALLS, FIRE HEIGHT VARIES 2 SUPPORT ANGLErL MAY BE ZERO P 3S POST SSE IF NOT 5LOCK a 10'-0" O.C. GARAGE WALLS ARE SEE FDN. PLAN TREATED HORIZ. 4 VERT. NOT INSULATED SLOPE GRADE AWAY " MIN � 12x12 MIN. Cl�xl� MAX.) CONC. GARAGE 15 TVP. 2-HR. ° FROM BUILDING _ PLINTH UJ/ C4) 05 VERT, a #3 ' All PARTY WALL a TIES a6 S�� O.G. ASSEM5LY 2X P.T. PLATE S STRUCTURAL =1 I I III IIIE1 II—I I1=1 I I I I I MI I I I 1=1 I I.=-I 11= GARAGE . �� =� 11=1 I I_I I I , ,III III III III, , III=1 I I I I �_ 2 2 • FOR FOOTING s I ZE -' I I I I � 1 I � � ( a . ° I �--III � � 1 I I I �- CONCRETE GARAGE � � CONCRETE GARAGE AND RE�3AR z .. SLAB • . � SLAB ° ° } a = a a 4" FTG. DRAIN 211 4 ° ° ° CLR., T`I'P. a a• (3) 05 EA. WAY 4 IIL, , tlll 1111 1111 , ,111 IIIt;,l1l -N-- COMPACTED FALL 11" CONCRETE RICK 5ASE WATER TA5LE2'-6" SQ. FOUNDATION WALL SCALE: 1-1/2" = 1'-0" 4 0410 `fidExTERIOR �O � � �' , . SEE STRUCTURAL A10 SCALE: 1-1/2" = 1'-011 a FOR FOOTING SIZE ° AND RE5AR SHEATHING 4 SHEAR WALL EDGE NAILING PER SHEAR WALL SCHEDULE HOLDOWN STUDS OR POST UP TO 1/2" OF FLAT SHIM MAY 5E PER PLAN (2) 2x MIN. t s LACED HERE TO AID IN SHEAR WALL EDGE NAILING a 2 HR I=AfRTY WALL -F=DN GARAGE* INSTALLATION OF HOLDOWN EACH HOLDOUJN STUD OR POST10 SCALE: 1-1/211 = 11-011 0 o 1 1 RECESS 5OLT5 a END I I ( I O I WALL CONDITION II II II I I CONNECTORS TO HOLDOWN I I STUD AS REQ'D. BY MFR. SEE I I 1 I I I SCHEDULE CEDAR OR PRESSURE I I I I TREATED wooD . HOLDOWN PER PLAN FTG. I I SECTIONAL OVERHEAD I I I I 5LA5 PER PLAN RISER 4 TREAD D R TRACK AT SIDES I ( I 1 FRAMING CONTINUOUS SEE ARCH. WHERE OCCURS I NOTCHED STRINGER 4x12 Ir=XTERIOR . I I I A35 a EACH SLOPE_ L. L — � � STRINGER PRESSURE TREATED 2x, ATTACH TO I CONC. UJ/ 1/2x(o TITEN HD a 24" O.C. ° , ° (MIN. (3) EACH STAIR) lrod a all O.G. TYP. a I ° ° 5UILT UP STUDS °• o )ATE: 5/24/12 CAST-IN-PLACE HEADED ANGOR SLAB ON GRADE 0 F30LT 4 WASHER, OR ALL THREAD SS T NO: UJ/ HEAVY HEX NUTS 4 WASHER, SEE TABLE FOR EMaED DEPTH 1'-211 �OHOLDOWNTYf= IC:ALS A10 SCALE: 1-1/2° = I'-011 SCALE: 1-i/2° = 1'-0° � �� SCALE: 3" = 1'-0' - NO OPENiNGS WITHIN 41-011 01= PROPERTY LINI EITHER SIDE (54 Ise— CENTER WALL OVER ROOF SHEATHING ATTIC: COMMON PROPERTY LINa . THE PURPOSE OF THIS DETAIL IS TO INDICATE TYPES OF LOCATIONS OF WALL, CEILING AND FLOOR PENETRATIONS THAT NEED TO BE FIRE5TOPPED IN ACCORDANCE WITH SECTION OF 0 8602.8 Or THE 2008 ORSC, THE THiCK LINES IN THE DETAIL INDICATE A PENETRATION 5Y A (2) LAYERS 5/8" FIRE RETARDENT PiPE, CONDUIT, VENT, ETC., WHETHER PLASTIC (COMBUSTIBLE) OR NODI-COMBUSTIBLE. IN TYPE 'X' GWB TREATED PLYWOOD TYP. 2-HR. 15 GENERAL THESE PENETRATIONS COR THE ANNULAR SPACE AROUND THEM) WOULD TYPICAL 4'-0, EITHER SiD PARTY WALL All COMPROMISE THE INTEGRITY OF THE FIRE-RATED ASSEMBLY UNLESS IT WERE CLOSED OFA P L OF f ASSEMBLY AND PROTECTED DURING A FIRE. PENETRATION PRE-FAB ROOF 2 2 INDICATION TRUSSES a 24 I END TRUSS W/ 2 2 2 O.C. a I PARTY WALLS BETUWEEN UNITS ARE FIRE-RATED WALLS. WALLS WITHiN UNiTS ARE NOT RATED VERTICALS 24 UNIT WALLS (EVEN THOUGH THEY MAY HAVE RATED WALLBOARD) AND THEREFORE PENETRATION I O.G. MAX. OF THE WALLBOARD NEED NOT BE PROTECTED. HOWEVER, PENETRATION OF THE TOP AND FILL BOTH CAVITIES 2 2 BOTTOM PLATES OF UNRATED WALLS INTO THE RATED FLOOR ASSEMBLY NEEDS TO BE WALL A L WITH BATT iNSUL. a e e e e e e e e e e e WALL FIRESTOPPED. WOOD EXTR. WALL, TYP. 1 FLOOR 1 THE CONTRACTOR SHALL DETERMINE FIRESTOPPING FOR EACH SITUATION AND TESTED ATTiC 1 ASSEMBLIES SHALL BE SUBMITTED TO THE ARCHITECT AND THE CITY IN ACCORDANCE WITH I I . z THE "DEFERRED SUBMITTALS" SECTION ON THE COVER SHEET. 1" AIRSPACE 1 PT I 1 PLUMBING OR MECHANICAL EQUIPMENT, DUCTS OR VENTS ARE NOT PERMITTED iN THE 1 � CAVITY OF THE 'MODIFIED' 2-HOUR WALL. ELECTRICAL INSTALLATIONS SHALL BE INSTALLED vy- 1 IN ACCORDANCE WITH THE ELEcTRiCAL CODE. PENETRATIONS OF THE ELECTRICAL OUTLET 2 2 2 2 I ViNYL SIDING OVER (2) BOXES SHALL BE iN ACCORDANCE WITH SECTION R31713. GARAGE 2 2 2 2 2 2 1 LAYERS E/8" TYPE 'X' GWP. 5/8" TYPE 'X' GWB 1 SHEATHING OVER STRUCT. PENETRATIONS INTO SLAB ON GRADE NEED NOT BE PROTECTED. TY . 2-H I FALL SHEATHING OVER D5L. R' 1S 2X4 WALL ON SE PARATE 1=1R�BLOCiGING PARTY WALL ASS M �- All e eeeeeeeeee PLATES WiTH STUDS a i(o" O.C. BL TYP. f=ENETRATION 1" AIRSPACE EXTER10R 30 �/4X WOOD Al 3 SCALE: 1-1/2" = V-011 WALL TRIM EXTERIOR All 411 411 2 - H PARTY WALL ATTICI 2 � HR-v I=ARTY WALL 5LDG-P JOG, WHEN JOISTS ARS 1 SCALE: 1-1/2" = 1'-0" � SCALE: i-i/2" = i'-0" SUPPORTED BY BEAM SU5FLOOR PERMITTED TO WHICH 5EAR5 ON WALL, RUN CONTINUOUSLY OVER I FIRE-CAULK BEAM PROPERTY LINE PERIMETER WHERE IT PENETRATES 5LOCKING 2 F2,5� 1'I AIRSPACE 2 2 CONT. RIM1" AIRSPACE TYP. 2-HR. 15 JOIST W/ DBL. CONT. TRIPLE J PARTY WALL A11 2X BLKG. a RIM JOISTASSEMBLY TYP. 2-HR. EACH BAY PARTY WALL It All ASSEMBLY 2 2 2 2 UNIT UNIT 2 2 2 2 2 2 2 2 (1) LAYER S/8II MiN. 1II AIR SPACE CLEAR 2 2 2 2 TYPE 'X' GWB BETWEEN WALLS a 10'-0" I 2 2 2 2 2 2 2 2 2 2O.C. HORIZ. a VERT. TMP. INTERIOR I — (2) 2X4 SOLiD TM . 2-HR. PA TY 1 WALL STUD GROUP WALL ASSEMBLY All FIRE5LOCKING (4) 2X4 SOLID eeeeeeeoeeeeoeee®eeeeeeeeeeeeos eoee BEARING NON-BEARING STUD ROUP SITUATION SITUATION EXTERIOR fE TMP. (*30 UNIT UNIT FRAMING IS 41� �4" EXTERiOR FRAMING IS A13 WALL PERPENDICULAR PARALLEL W/ W/ FALL WALL 132 - HR,v6EXT, WALL, 142 � HRruJ INTERSECTING WALLS, All SCALE: 1-1/2" = 1'-0" _ 12f=ARTY � All SCALE: 1-1/2" 1'-0" 2 FLOOR ll SCALE: 1-1/2" = 1'-0" DBL. 2X4 WALL ON SEPARATE PLATES W/ STUDS 6 16" O.C. (2) LAYERS 5/8" 1=1RBLOCKiNC-� TVP. STAIR STRINGER CARAC TYPE 'x' GWB PROVIDE VERTICAL 4 CENTERED 6 JOINT OF BEYOND HORIZONTAL STRINGER a GWB EA. FIREBLOCKiNG v 10 2 PROVIDE R-30 iNSUL MAX. O.C. FIBERGLASS STUD BAY OVER UNHEATED fNSUL. FIRMLY ATTACHED 2 12 . BASED ON GA FILE NO. WP 3820 UNIT 2 SPACES BASE LAYER 5/8" TYPE 'X' GYPSUM WALLBOARD OR GYPSUM 5 UN i T STAIR PLANS (o' 4 VENEER BASE APPLIED AT RiGHT ANGLES TO EACH SiDE OF DOUBLE FOR RISER AND TREAD (1) LAYER ROW OF 13x4 WOOD STUDS 0 I ro" O.C. ON SEPARATE PLATES i" APART SOLID LUMBER DIMENSIONS 2 � E/8" GWB WITH &d COATED NAILS 1-1/8" LONG 0.085" SHANK 1/4" HEADS 24" UNIT STRINGER OF NOT 2 ro - ' CENTER OVER COMMON � � — — O.C. FACE LAYER 5/8" TYPE 'X' GYPSUM WALLBOARD OR GYPSUM II PROPERTY LINE VENEER BASE APPLIED AT RIGHT ANGLES TO EACH SIDE WITH Sd LASS THE R-21 INSUL. COATED NAILS, 2-3/8" LONG, 0.100" SHANK, 1/4" HEADS, 8" O.C. NOMINAL THICKNESS JOINTS STAGGERED 16" EACH LAYER AND SiDE. SOUND TESTED WITH I 3-1/2" ACOUSTICAL INSUL. 3-i/2" GLASS FIBER INSULATION STAPLED TO STUDS IN STUD SPACES EA. SIDE, SOUND ON ONE SIDE AND WITH NAILS FOR BASE LAYER SPACED 6" O.C. RATED ROOF - CEILING INSULATION TO MEET HORIZONTAL BRACING REQUIRED AT MID-HEIGHT. (LOAD BEARING) 1 TYP. 2-HR. ACCORDING TO TABLES IN OSSC 121.ro.21 THE STC59 MiN. All PARTY M WALL GWB WOOD FRAMING AND iNSUL. ALONG WITH ASSEFLOORING AS APPROVED PER TABLE 121.(o.2(4), (2) LAYERS 5/s TYPE x GWB OVER PLYWOOD SHEAR DIAPHRAGM PROViDE MORE THAN THE REQUiRED 30 VERIFY LOCATIONS ON SHEAR PLAN MINUTES 01= PROTECTION LDA TE: 5/24/12 SHEfF7" NO: TYf=.v 2 HR.0 f=ARTY WALL i� - f=ARTY , WALL,STRINGER 2 . All SCALE: 3" = 1'-0" STAIR SCALE-. 1 1/2 1 0 X11 LE SCALE: 1-1/2" = 1'-0" All O1= 14 PROVIDE 2xS BLKCs (FOR NEW WINDOW DR4PPERY) EAGH SIDE OF ' HEADER A7 ALL LIVING UNIT � BEDROOM WINDOWS, TYP. `�� WINDOW FLASHING INSUL. SEALANT SYSTEM, SEE DETAIL SIDINCs, INSTALL 16/Di PER MFR REQ. � FACTORY ASSEMBLY IU.R.B. TYP. , SEE CsU1B DETAIL X/X REFER TO FRAMING4 24 GAUGE PPM FLASHING SACfGER i20D t SEALANT � �� ,� NO FOR SIZE WItH 2" END DAM z 633= 0 oo 5/4"x4 WOOD TRIM W/ RIGID _ z _ Z 6 DADO JOINT INSULATION `r E MIN. 10' `T SLOPEFLEXIBLE ME MBR4NE ` (OF FLASHING ... Z = W3UL. DRAIN SCREEN TYf=,. W JAM5 5/4x4 WOOD0 ?RIM, TYP. � SCALE: 3" I'-0° W.RB. TYP, 4 WINDOW FLASNINCs SYSTEM, SEE DETAIL X/X 5/8" GW5 SIDINCs INSTALL PER ol MFR REQUIREMENTS SEALANT WINDOW TYf=>.. WINDOW SILL, SCALE: 311 11_011 TYI=,. . WfNDOW HAD5/8" CsU1B SCALE: 3•• i'_0" II II II v TYP. EXTERIOR WALL E3 SILL OVERLAP lot& WINDOW FLASHING 1x SILL SYSTEM, SEE DETAIL X/X (TYP.) SEALANT WINDOW JAMB (DE - 6 6 .2 .a SEALANT WINDOW JAMS WINDOW INSUL. TYI=,. D6 6 SHEATHING TRIM Al2 SCALE: I-I/2" , V-011WEATHER-RESISTIVE BARRIER 6EHINp TRIM TYf=,. WINDOW JAM5, SIDING, INSTALL PER a" MIN. � SCALE: 3„ - V-0" *� 11 SHEATHING 00 MFR. REQUIREMENTS WINDOWPER MANUFACTURER SHEATHING \� 00 0 SEALANT BACKER ROD 4 SEALANT INSUL. MIN. GAP SHOWN, SEE MPR SIDING, SEE SIDING, SEE 5/4x4 WOOD TRIM INSUL. oo ELEV. FOR TYPE INSTALLATION INSTRUCTIONS ELEV. FOR TYPE W.R.B. tYP. , SEEDETAIL X/X � TYf=.. WINDOW V DETAIL XIX SEE51 REFER t0 REFER TO PROVIDE BLKCs. FOR SCALE: 3" V-0" PROVIDE SLKCs. FOR FRAMING GAUGE PPM PLASHING W/ FRAMINGoo 24 GAUGE PPM FLASHING W/ TRIM t SIDING FOR SIZE DRIP, SLOPE AWAY FROM BLDG. TRIM < SIDING FOR SITE DRIP, SLOPE AWAY FROM BLDG. oo 4" HIGH s HEAD, PROVIDE 4" HIGH e HPAD, PROVIDE G� SEALANT END DAMS g EA. END SEALANT END DAMS � EA. END E 5/4x105/4x10 SPACERS AS lo Z y y 2 2 SPACERS AS NEEDED � INSUL. SEALANT NEEDED F oo INSUL. - =1v oo L M;;;; oo 5/4x4 WOOD6 6 Gwg 5/4x4 WOOD TRIM, TYP. 6 6 TRIM, TYP. oo FLASHING SYSTEM, SEE 00 WINDOW FLA°�HINCs DETAIL X/X, l7YP.) WINDOW FLASHING SYSTEM, SEE DETAIL X/X SHIM PER DOOR MANUF. SYSTEM, SEE DETAIL X/X SHIM PER DOOR MANUF. REQUIREMENTS REQUIREMENTS WOOD SIDING, INSTALL PER SEALANT PERMMIUF. SIDING, SEE ELEV. FOR—/ SEALANT t SACiGER ROD FRAME SEALANT PER MANUF. MFR, REQUIREMENTS INSTALLATION TYPE PER MANUF. INSTALLATION SEALANT SEALANT PER MANUF. REQUIREMENTS INSTALLATION INSTALLATION REQUIREMENTS REQUIREMENTS FLASHING SYSTEM, SEE FLASHING SYSTEM, SEE 5/4x4 EXTERIOR TRIM, REQUIREMENTS INSWINCs DETAIL X/X, ItYF.J 5/4x4 EXTERIOR TRIM, DETAIL X/X, (TYP.) (TYP.) PROVIDE 2xS BLOCKIf�1Cs (FOR :SCHEDULE VINYL SCHEDULE SEALANT PER MANUF. (TYP.) SEALANT PER MANUF. DRAPERY) EA. SIDE OF HEAD SLIDING DOOR INSTALLATION S7ALLATION INSTALLATION At ALL LIVING UNIT BEDROOM REQUIREMENTS REQUIREMENTS AND GREAT ROOM WINDOWS TYf=.. �X��IOfi� U00� ��DEXTERIORV-0" �SCA�. IDI1�1C� fi��tl0 OOfi� J�1"r� 22, „ 2� �ASLIC) ING f=ATIO DOOR HEAD* Al2 SCALE: 3 = 1 -0 Al2 �� Al2 LE DIAPHRAGM 00 NAILING 3/4" T4Ca PLl'U100D SIDING OVER BUILDING FELL AND SHEATHING SUBFLOOR OVER W.R.B. SEE X/X FOR • 2X10'5 's Ido" O.G. INStALLATION SOLID INSTRUCTIONS CONTINUOUS10 6 BLKCs. 2 2 I MER GEMENT SIDING, ol Z 6 SEE ELEVATIONS FOR TYPE ol 00 2 2 2 I I WRAP W.RB. 12" BEYOND 6 6 e0oCORNER EA. WAY 00 BEAM PER WRAP BEAM StRUCt, UJ/ (1) LAYER 00 5/8" CxWB (U LAYER 5i6" ewe OVER 2x 5/0n GWBSTUDS 16" O.G. 6 6 6 UNIT IHR RATED WALL � DA7E: rJ/24/IZ ;OMIT BLOGKINCx ONLY �E�REaui��o�t�ouR -� SHEET NO: AT DUCTWORK FIRE RESISTANCE RATING, SEE ` BUILDINCs PLANS FOR LOGAtION SEE ELEVATIONS FOR �� I)fRof=FED 5EAM TYI= IC:AL* FLOOR �`� UNINSULATED EXTERIOR WALLFIBER GEMENT SIDING, SEALANT i5/4x4 EXTERIOR TRIM 5/4x4 � PANEL SIDING Al2 SCALE: I-I/2•• , 1•_011 Al2 SCALE: I-1/2•• , 1•_011 Al2 SCALE: 3" i'-0" TYPE 26 51C) ING TOUTSIDE CORNER OF 14 SAl2CALE: 3•• , V-0" rECx� NAIL PER FACE NAIL PER (EAR UJ,4LL SHEAR UJALLfI-I�DULE SCHEDULE PANEL EDGE NAILING BOtTOM PLATE �� # � AN ATTACHMENT PER S EDGE NAIL PSRSHEARi PER PL BOTTOM PLAN WALL SCHEDULE (MIN, 16d 6 SHEAR WALL ATTACHMENT PER SHEAR 8" O.C. � NON-SI-I�ARIUALLB) � SCHEDULE WALL SCHEDULE (MIN. 1(od im PANEL EDGE NAILING EDGE NAIL PER S" O.G. a NON-SNEARIUALLS) PER PLAN SHEAR WALL SAGE NAIL PER SCHEDULE SHEAR WALL SHEATHING AND SHEAR SHEATHING AND TOPPING EDGE SHEAR SHEATHING AND TOPPING EDGE NAIL PER SCHEDULE WALL EDGE NAILING PER PER PLAN WALL EDGE NAILINGPER PER PLAN SHEAR WALL SHEAR WALL SCHEDULE SHEAR WALL SCHEDULE SCHEDULE FA Y WALL TO INTERIOE9 WALL YARYINCs WALL SIZE RIM JOIST UJ/ (2) 16d TO RIM JOIST lU/ (4) l�od TO JOIST CONNECTION TO TOP BLKCx. 4 CONNECTION TO PLAN BELOW PER SHEAR TOP PLAN BELOW PER WALL SCHEDULE (MIN. 1(od SHEAR WALL SCHEDULE EDGE NAIL TOENAILS a g•• OG ) CMIN. 16d TOENAI!S g 8" O.G. EAR WALL �� NAIL PER g NON-SHEAR WALLS) S JOIST PER PLAN SHEAR WALL JOIST PER PLAN SCHEDULE SCHEDULE FAGS NAIL PER (2) ad EA. JOIST — 4'-0" MIN. CONT. 2x SHEAR WALL '� TO PLATS x �i I B BLKCx. TO PLAT/d N2 SCHEDULE � � \ / HEADER PER PLAN I BE7lUEEN BLOCKS \ / �AG� NAIL PER X WHERE�"� �ER� OCCURS, RESER /X\ I I SOttOM t1'P. HEADER DEtAIL(S) SHEAR WALL � HEADER PER PLAN SCHEDULE — � WHERE OCCURS, REFER TYP. HEADER DE7AIL(5) EDGE NAIL PER WALL INTF=&SCTION SHEAR WALL COERN�� SCHEDULE (SAUJN JOISTS PEPERPENDICULAR) (SOL ID SAWN PARALLEL)2g � EX I RIOR WALL�l'�. WALLWALL Il�lt� S Ct101�15 2S 1'�I'�' IC� >Ct�i�l0� 1�J,4L� SCALE:��: �-,�� . ,._m..t �� ,_, ,413 SCALE: � �� m Y1= 1GAL ,413 ,413 SCALE: �-�,� � m�� GANG NAIL SIDING; TRUSSES 6 24" O.C. SYSTEM THERMAL 7YP. 30 INSULATION BUILDING tl'P. SLR EXTERIOR A13 UNIt PAPER CONSTRUCTION WALL 1/2"x5" LONG SIN. FLOOR 2 9111 FIN. FLOOR LAG SHEATHING2 2 BLOCKING R-30 a EXTERIOR � 11 FLOOR BELLY BAND 5/8" TYPE 'X' FLASHING CzUJB � 2 2 (2) 2x6 TOP 2x10 BULLI' PROTEGED ROOF - CEILING PLATE BAND 2008 ORSC SECTION R317.2.4.1 OPTION 3 HEADER PER [GARAGE] ROOF / GEILICEILINGASSEMBLI' PROTECTED THROUGHOUT WITH (1) 5/4x45/4x42 � StRUCT. � TRIM LAYER TYPE 'X' GIUB AS REQ'D. FOR A I HOUR FIRS RESISTANCE RATED ASSEMBLY WITH FIRE RET ARDAND SLOPS lfd' Z TREATED PLYWOOD ROOF SHEATHINGPOR A MIN. HORIZONTALMIN. :� m I vaRies, 8EE FLANK DISTANCE OF 4 FEET FROM THE COMMON PROPERTYLINE. _ BLOCKING tea° L3 � � 1/2"x5" LONG "MARDI" SOFFIT SMOOTH 1 5/4x4 TRIM LAG �13 scale: i-i/z° = V-011HOUR SIRE PROTECTED 3� TYf= [ CAL EXTER101;R WALL, R Atla WHERE REQr,>. SEE PLANS AD NO SCALE: I-I/2" = 011 11- HEAD FOR CREFER t0 ARCH. DWCsS OR 32 SHEATHING PER PLAN CONTRACTOR DESIGN FOR VENTING 31 � REQUIREMENTS, ll-I/2" DIA. MAX. e 6" CAI `� 1 I LE7l R FLOOR O.G., DO NOT INTERRUPT NAILING) Yf=o GARAGE HEADER S - /2IPANEL EDGE NAILING RIDGE SCALE: 1-I/2' I -0" Aj PER PL CENTERLINE 4,3 2x BLKG. ATTACHMENT TO RIDGE VENT, HOLD BACK TOP PLATE BELOW PER I'-0" FROM GABLE END, AND SHEAR WALL SCHEDULE 4'-0" FROM PROPERTY LINE SQUARE METAL CAP W/ MIN. 16d TOENAILS m 8" O.G. DRIP EDGE 4 INTEGRAL NON-SHEAR WALLS) TA88 FOR FASTENING DIAPHRAGM EDGE I UNDERNEATH REFER ARCH. NAILING COMPOSITION 9NINCsLE SQUARE WOOD CAP ROOF TRUSSES ROOFING SYSTEM SLOPED 4 DIRECTIONS ' 4 2 2 4 00 00100, � ix4 SKIRT TRIM ALL 3 E— � — SIDES MITi'�E CORNERSillill0000�l TRUSS PER MPR III fill /01 T01= V1_�W HI s EA. TRU98 D,gtF: 5/24/12 00 MINIMUM OPENING 00 PER ARCH. SHEATHING e SHEAR WALL SWEET NO: REGARDLESS OF ROOF PITCH EDGE NAILING PER SHEAR WALL SCHEDULE ( REFER '. ARCH. DUKxS, FOR SHEATHING g NON-SHEAR WALLS) • 3� AND.35 � I OS Cf�e I ILII I (ROOF TRUSS PERPENDICULAR) TY1= 1CAL RIDGE VENT A13 SCALE: 3.. , ��_0�� A13 SCALE: 3.. � ��_m�� 1 Yf=o �x f�l�3 SCALE: 3.. _ V_0" OF 14 M RMI ., �,. • gyp` r Al ON a gibIL ... T. E... rkl 4 J2 w a I I I I Ci" 3 9 APPLY A 9- INCH WIDE STRIP (N.T.S.) _r IT OF 11015TOP 1=F OR M015TOP NEXT APPLY 9- INCH WIDE STRIP OF AT EACH SIDE OF OPENING. w 1=0RT 11=LA5H SILL UJ ,4fi=. CUT LONG SO EXTENDS S- INCHES A50VE AND 9- INCHES 5ELOW START FORTIFLASH AT INTERIOR OPENING :' APPLY 3/0" 5EAD OF SEALANT" TO EDGE OF SILL, COVER TOP OF SILL LIKE SILL FLASHING, DO NOT FASTEN N THE 5ACK5I1DE OF WINDOW NAIL AND FOLD DOWN OVER CORNER S 1 ,�N SI 1= ,45 1 N 50TTOM OF JAMS FLASHING. � FLANGE ACCORDING TOWINDOW�� I 1„ANUFACTUfRER'S INSTRUCTIONS. 4 " •}+e SLS -Fid \ I \ \ s \ I \ I � J I \ I \ INSTALL WINDOW TRIM AND h1Rf P FLASHING. `\ INSTALL UJE,4THER-RE6I5TIVE BARRIER (W.R.15.) AS DIAGRAMED IN W.R.5. INSTALLATION DETAIL IN I I DRIF rLASH ING SHALL EXTEND ] - INCH 5EYONh THE SHEET (OVERLAP MAY VARY FROM THAT. IS I I EACH SIDE. APPLY 5EAD OF SEALANT 5EHIND SHOWN HERE). I i TOP EDGE OF FLA,5HING AND AT TOP OF WINDOW \� TRIM EFORE INSTALLING. SLIDE W.R.5. UNDER FLEX15LE FLASHING AT SILL. \� LAP W.R.5. PANEL (FROM PREVIOUS STEP) OVER INSTALL EXTRA PANEL. OF W,1;'.5, AT COURSE DRIP FLASHING. APPLY 5EAD OF SEALANT A50VE WINDOW THAT WILL LAP OVER METAL ALONG DRIP FLASHING, 1/4- INCH UP FROM WHERE D1`I1= FLASHING. ADJUST PANEL WIDTH TO PANEL HANGS, PRESS PANEL INTO SEALANT" TO ACCOUNT FOR TRIM WIDTH. EM5ED, DATE: .x/24/12 OWEE7 NO: 3� TYf=,. WINIDOW INSTALLATION A14 SCALE: N.T.S. OF 14 AR 4 LOT 3 THE PERMIT APPLICATION "C� '00IG IS AOR BUILDING 06 ONLI' 5 EL. 2950' CJ 2 °��o '�J111 W m� 5' 0" SIDEW LK 82. S' p. 'y DECIDUOUS SCREEN TREE: e r a 7 KaTSURA TREE 13 .0 t 22 1-7 Ott 2 I P8. 3 BUILDING "6 DECIDUOUS ORJAMENTAL TREE: (STREET TREES) .. +°- FLOWERING DOGWOOD EROSION CONTROL FENCE LOT 9 LOT "3 T "31 LOT 032 LO "33w .` I V - EASTERN REDENJD (WHERE REQUIRED) I 'II. - - _ •• cl I I 3 TRACT V yl, b tU —yyy w IIT O DECIDUOUREEN ORNAMENTAL SHRUIBS: I `:� ±` z OREGON (� - FLOWERING CURRANT EL. p - - SERVICEBERRY 30 0' Q - SNOWBERRY - - GULF GREEN RAPHIOLEPSIS PROVIDE (l) 4" ABS STORM - BUSH CINQUEFOIL I _ — I liI m CONNECT SIDEW LKS TO EXISTING - LL II - CEANOTHUS SEWER TO STREET MAIN (EACH DEVELOPMENT Q I.0 ORNAMENTAL GRASSES IN OPEN AREAS wlrHour PROVIDE (1) 4" PVC SANITARY ffJ d WO �T..00111 TI�Es OR sHRUBsSEWER TO STREET MAIN IEACH $ II II1. 1' 11 IIIIPERENNIAL: UNIT) I � 17.00' I z - DAYLILY PROVIDE CU I" PVC WATER LINE 70 At CURB L _� b 29.50 / / (EACH CH I UNI UNIT) — 1 4' L._ '`l / LOT 't EL. Ln -- - - 30.00' - \�•- "CEU.4�8i�00K �,4f�M " �� III U I I /r CONNECT q _{, I SL. S.W. J2{�I� l.V _ W SIDEWALKS t0 4 :. ;9•, O�� HALL BLVD. / FIRE TRUCK BUILDING 05 ACCESS ONLY EROSION CONTROL FENCE LOT L w28 LOT -I L "2fo LOT 5 YIr • � (WHERE REQUIRED) EL. 30.00' Q -- �/ S5'-0" SIDEWALK ---- -- - rrj O2 'm(o '✓- III _ 4V3000' — — _ NLS ,o to / STONE / Q — E Cx �? el PROJECT ® ® a ® Q ADA RAMP SICxN ZI 5'-0" SIDEWALK ° S'x&' GAZEBO W/ a' 61.9 Q 5'-0" SIDE ALK / / / I BENCH UNDER _ 8'-0" P.U.E. LOT — / #� ITYP LOT q LOT `' TYP. #12 #15 q - I$'-0" p Y nE 11 gip' I LOT �_ �9 2' ,A, rYP. *24 IN / ° I ✓ ry N v LOT q LOT ° n TRACT BOUNDRY 3 #11 r 1 #17 `" *23 Q Q ALL SIDEWALKS Vy I LOT w IKON STEET SIDE)w m Q #4 = LOT - N 'LOT ° ,� - TO BE 4'-0" IUDE #10 a �n #1� ro (TYPICAL) ° Lor I LOT in d #2 r TRACT _ ` LOT _ IN LOT ry III III 1 ° D LO r r #1rj ry T I *21 0 LOT TRACT LOT LOT ° N nl — II A CI 5 N 6i #S '= _r #14 fi 61 LOT ° BI ° 1 `c° *20 �I TOT LOT W1 Q LOT N LO ° – _____r—TOT a PLAT IN I #1 _ --_ #-1 ` -� 13 I STRUCTURE W1 - I --- - / 5'-0" HIGH DECORA vE r N ° 49' `r `� # ----____-- — _ ° Q a gT - BARK (NIPS IQ / VINYL FENCE t0 RUN 'S— ,n 02 �6 2 FROM TRAGI "A" INE BUILDINCx -'�=-�� ` 5 -- FROM PROPERTY LINE #1 BUIL[DD ING-� #2 BUILDBU IINCx X539 #3 - #D INCx CONNECT SIDEWALKS T EXISTING DEVELOPMENT City of Tigard SITE PLAN Ap -� d Plans Dated A�;' �- SCALE: 1 "=20' THE CIVIL ENGINEERING HAS BEEN COMPLETED Y MONTAGE ROWHOMES AND APPROVED ON THIS PROJECT AND THE �( l TIGARD, OREGON UTILITIES AND PAVEMENT ARE IN PLACE NORTH _ REVISION THERE ARE (4) BUILDING TYPES AND (4) r� I� MASTER PLANS FOR REVIEW BY THE CITY �1 D,47E. 3/7/12 OFFICE COPY SHEET NC; 1, AO OF 14 . i �D ARCV1, �. t o0c oe= ARCHITECTURAL GRADEloom COMP. ROOFING 12 12 8 S 18" SQ. AtT(C VENT, TYP. $D. BATt SIDING � 18" O.C. 26 GA.GALV. FLASHING ON 2x12 TRIM BD. 36 A13 KNEE BRACES • 6� 18 Ail 1IMST3711 "MST31" "MST37" O o0 00 00 o0 00 o0 ° 12" TRIM 0 00 00 00 00 00 0o O o 00 00 00 o 0 0 o O o o BOARD, TYP. ul v v u v %J O O O O O O ° O O O O O O o a0 00 00 00 00 00 0 0 00 00 00 0 ° --o0 a0 0 0 0 ° 0 o0 00 00 00 0 SIMPLANK- LAP SIDING "MST60" MSt60 "MST48" 18 Al2 "MST45" 0 0 0 0 0 0 0 0 0 o ° ° a o 0 $RACKETS a o 0 24 o a o o O sum0 0 0 .� o s ° _ •' ° 26 GA. GAL V.FLASHING 0 sa REM 0 0 c �- =' ° _�� . 0 0 g DOOR 4 WINDOW 0 HEADS, TYP. T ` CULTERED STONE _ D 317P "HDQB" TYP. Of IF '" 26 GA.GALV. � 10 ly 6" STEP FIRST 1 21B SQ.FT. OF GLAZING TO r U,_L FLOOR ONLY, IF WINDOW "U" VALUES FLASHING ON 2x12 10 MEET MIN. REQUIREMENTS OF ' <1., FRONT tLEVATION, REQ,D., CAN BE LOWER 4 UPPER FLR. = 035 TRIM $D., TYP. 212 S.F. FOR GROUND FLOOR SCL ,/ �� _ , _�� LOWER OR HIGHER MAIN FLOOR= 030 ARCHITECTURAL GRADE 12 COMP. ROOFING glow 12 - 18" SQ. ATt(C VENT, TYP. $D. 4 BATT SIDING 18" O.G. 26 GA.GALV. FLASHING ON 2x12 — TRIM BD. 36 A13 KNEE $RAGES 0 c4 "MCvT37" "MS 3.1► 0 0 0 0 0 0 12" TRIM 0 0 0 0 0 o BOARD, TYP. 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SiMPLANK- LAP SIDING —421 21 Al2 Ail 8 PRE-FINISHED 3/4" o DIA. ALUMINUM - _ PIPES VERTICALS 11► O.C. "MSt48" o ' o BUILDING o a � Ar o}' o o 0 0 j/ a a a a o 0 4 0-0-0 a � � /r /r O O O O O O � O O O O J O O O O 1 O O o O O O O O O ► o - � '' _ D �� O I DO �� OOD CULTERED �- STONE 011112 E=1 - - - - - - 5✓-� t NO: - - - - - _==)c -IF --T IF- 1 _j - - _ a _ - _ a - a - o _ - a - o • 6" STEP a FIRST FLOOR ONLY, IF 1 REQ,D., CAN 8E LOWER OR HIGHER WINDOW"U" VALUES 1® STRAP TO GLB. "HDQS" TYP. A1ID LOWER 4 UPPER FLR. = 035 14EADER UILDING 6 =VAT ION MAIN FLOOR = 030 SCALE 1/�4" = V-011 OF 14 OVERLAP J015T5 AND NAILENF= �' USE 1.5-C. Y NOT ,� � CODS 15-l.�i �'OC-�1=T�-IEi� UJ/ (3) 16 d NAILS � � DOORS ROOF / CEILINGS RECESSED LIGHTING: FIXTURES 2 5 SIM. TYP. 1_�__IP, ALL ALL EXTERIOR DOORS OR DOORS SERVING AS ACCESS OR ENCLOSED ROOF / CEILING INSULATION: OPEN-BLOWN OR POURED LOOSE FILL RECESSED LIGHTING FIXTURES INSTALLED WITHIN THE BUILDING ,L�12 UNHEATED AREA SHALL BE WEATHERSTRIPPED TO LIMIT LEAKAGE INSULATION MAY BE USED IN ATTIC SPACES WHERE THE SLOPE OF THE ENVELOPE SHALL MEET OF THE FOLLOWING REQUIREMENTS: ASSEMBLE' AROUND THEIR PERIMETER WHEN IN A CLOSED POSITION. USING ASTM CEILING IS MORE THAN 4 IN 12 AND THERE IS AT LEAST 44 INCHES OF 1. TYPE IC RATED,MANUFACTURED WITH NO PENETRATIONS BETWEEN THE I p I E263.SI AT A DIFFERENTIAL PRESSURE OF IB-11PSF, LEAKAGE SHALL BE CLEAR DISTANCE FROM THE TOP OF THE BOTTOM CHORD OF THE TRUSS INSIDE OF THE RECESSED FIXTURE AND CEILING CAVITY, AND THE LIMITED TO 03'1 CFM/SF OF DOOR AREA. OR CEILNG JOIST TO THE UNDERSIDE OF THE SHEATHING. WHEN EAVE ANNULAR SPACE BETWEEN THE CEILING CUTOUT AND LIGHTING FIXTURE I O I THE THERMAL TRANSFER CHARACTERISTICS OF INSULATED DOORS SHALL VENTS ARE INSTALLED, BALLING OF THE VENT OPENINGS SHALL BE SHALL BE SEALED. 2 BE DETERMINED PER NFRC 100-2001. PROVIDED SO AS TO DEFLECT THE INCOMING OR ABOVE THE SURFACE 2. TYPE IC RATED IN ACCORDANCE WITH ASTM E263 WITH NO MORE THAN `�; r OF THE INSULATION. BAFFLES SHALL BE RIGID MATERIAL, RESISTANT TO 2.0 CFM AIR MOVEMENT FROM THE CONDITIONED SPACE TO THE CEILING ' COMPACTED FILL I O I WIND DRIVEN MOISTURE. WHEN FEASIBLE, THE BAFFLES SHALL BE CAVITY AT 1.51 PSI PRESSURE DIFFERENCE AND SHALL BE LABELED 411 d INSTALLED FROM THE TOP OF THE OUTSIDE FO THE EXTERIOR WALL, AND THE ANNULAR SPACE BETWEEN THE CEILING CUTOUT AND THE �4 EXTENDING INWARD, TO A POINT SIX INCHES VERTICALLY ABOVE THE LIGHTING FIXTURE SHALL BE SEALED. HEIGHT OF NONCOMPRESSED INSULATION, AND TWELVE INCHES 3. TYPE IC RATED INSTALLED INSIDE A SEALED BOX CONSTRUCTED VERTICALLY ABOVE LOOSE FILL INSUALATION. BAFFLES SHALL BE IN FROM A MINIMUM 1/2" GYPSUM WALL BOARD OR CONSTRUCTED FROM A __ __ __ —_ —_ PLACE AT THE TIME OF FRAMING INSPECTION. PERFORMED PLYMERIC VAPOR BARRIER, OR OTHER AIR-TIGHT :III III III—) I I=III III— I I I I III=I ( I. EJ' /S" TTP 'X' 2Xi015 a 1(o" O.C. IN ROOF / CEILINGS WITHOUT AN ATTIC SPACE ABOVE SUCH AS GROUND ASSEMBLY MANUFACTURED FOR THAT PURPOFLOOR ENTRIES TO SE. GyP. BD' HAVING A 05-PERM CDP RATING OR FLOOR EAPPROVED S S ALD BEPINSTALLED OR IEON THE 5-1/S"XI5" GL. BM. WARM SIDE OF THE INSULATION. THE VAPOR BARRIER NEED NOT BE AN -I I- INTEGRAL PART OF THE INSULATION MATERIAL. IN THE CEILING,FLANGES SHALL BE LAPPED AT FRAMING MEMBERS. r ,� a ® STRUCTURAL S ST U JOISTS �� R i� L DETAIL ° Q a FOR FOOTING SIZE A� SCALE: 1-1/2" = 1'-0" AND RE5AR 00 ('A 1 ]z WALL B 2SCALE: 1-1/2" = 1'-0" A9 A2 85 0 00 13'-0" 8'-0" 13'-®" 8'-0" 13'-4" 3'-8" 13'-0" 30 It- 2'-10" 2'-6" 10'-6" '-10" 4'-4" '-10" 4'-4" 6'-2" 6'-6" 3'-8" '-10" 4'-4" '-10" 4'-4" 6'-6" '-10" '-10" 4'-0" SPECIAL PLYWOOD 9 �,2, ` NAILING TYPE "B" E —W L — — — — _ — — — L INE OF W L X4801 E— — — — — — L INE OF UJ ABOVE— — — — — — LINE OF W L ABOVE— — — — — — L II —OF— ABO— — — —— r wk 3/0x5/0 S.N. / (2) 1/0x5/0 3/0x5/0 S.H. / (2) 1/Ox5/0 2 3/0x5/0 S.H. / (2) 1/0x5/0 0 3/0x5/0 S.H. / (2) 1/0x5/0 15 0 3/0x 5/0 S.H. / (2) 1/0x5/0 @ ' I FXD. (MULL TOGETHER) ' ' FXD. (MULL TOGET ER) H.B. 1 FXD. (MULL TOGETHER) _' _' FXD. (MULL TOGET ER) Ail _' FXD. (MULL TOGETHER) I N D D D D � D D D D D D D D D D D D:: ::: D D D D - 15 - - - - .. .................. r r @ 6 I N I ? 18 13 I Fli, x END STUDS, T �\ II ' Al2 \� I 's '�'2 I 's PECIAL PLYWOOD STU S, t P. + +s AILING TYPE T , (K x , V-011 CLG. x r i- _ a 0 a - 8'-0" CLG. a N I po \�, 8-0 CLG. ?, I \� 5E D ROOM �, I \v S'-0" CLG. _ +s I u it I -i-� O®M 5EIDROOM 6+� I �� _1 r� �{(! 9/10 x 10/6 10 t0 OO I -' 9/S x 10/6 % I 10 �� 10 I \� 9/0 x 0/6 9/10 x 10/6 % I 10 �� " I �,\� �� I ry\ + _� I 3 -8 3 -8 I �' ( 3 -8 3 -8'd' I 3'-8" I 9/S x 10/6 `) :.: 1 2 15 On.:.......... . . ............... 1/2" PLYWOOD ONE SIDE CONTINUOUSLY INSTALLED_ !� „ cA ABOVE AND BELOW ALL ,' -all ° s I p+�` ' + I n X.aa� cn �� cn �s�.�x I +�` s+ I X.a8� C ,'-10" ' + I ° , -811 ' OPENINGS, TYP. $�• i All s , -10 , -10 s \� I All s,� I x.as .......................................................... ... n n n SD. n 4tj : ...................................................... ..... .............. ° 2/6x6/6 2/6x6/8 10 _ 2/6x6/8 ° _ x /S = �_ n u cv SD. SD. N �_ " �_ a �_ u u N �_ a �_ n N �_ " �_ " "d � Cl .Q8 J 2 6 it- -6 _ _ _ 2 -011 2 �o ICl tCl 2 6 2 -0 31-21 3 2 2 0 2 6 3,-2„ '-6" 2 -611 C4!Y N = CLR. rn 3 2 31-211 CLR. CLR. m r� CLR. m CLR. 1/2" PLYWOOD ONE SIDE `4 X X _ ' CONTINUOUSLY INSTALLED_ @ u ABOVE AND BELOW ALL w \� (� o 't1 0 \� AL tY !NEN ° to o d10 0 OPENINGS, TYP. cq cn o Z .i. f NEN o o LINE........................................... ..................... \�+tp _ .+ o Z J :. °i _ _ :. ::. H H.B. :::. ......... � � . .. ............ ............... B. . . . .... .. ............................................ ......................... .. .............................................. ......................... .. .... 0 Q Q 1/4" S EP 1 1/4" STP Q Q Q Q TEP P m. 1/ @ . . .... ....... .......... ................... 1/4" 1/4" ST 4" SEP Q Q nm m m I DBL. Q ( DO R DBL. m _r DO R I I DOOR DBL. ® D OR I OOO , DBL. - DBL. BL. I DBL. DBL. DBL. 2x6'8 I I 2x6'S D6 5 I 2x6 S Sl 2x6'S 6'S I 2x6'S 2x6'S 2x6'8 2x6'$ J 111/2" PLYWOOD ONE SIDE 1/2" PLYWOOD ONE SIDE I I I 8'-6" CLG. 8'-6" CLG. CONTIN OUSLY INSTALLED- _ CONTINUOUSLY INSTALLED... _ I I I 1 _ 8'-6" CLG. _ I I - I I ABOVE AND BELOW ALL - A @ = ABOVE AND BELOW ALL cfJ GARAGE GARAG I I OPENINGS, TYP. _' OPENINGS, TYP. r. r- 16/4 x 18/8 �- I I I I _ _ A9 _ I I I 16/4 x 1818 I r 16/4 x 18/8 I _ CLG. _ CLG. GARAGE. � GARAGE 1 I i 1 I 1 I 1 1 r 16/2 x 18/8 1 B 16/2 x 18/8 A2 I I A2 ,n,2 I �— I A2 I A2 5-1/Sx15GLB._ — — _ - - - - - 5-1/Sx15GrtLB._ - - — - - -- - 5-1/9xi5GL5. IL X. _ N N N � ' :: SEISMIC BRACE W.H. 0 SEISMIC BRACE W.H. 50 SEISMIC BRACE W.N. 50 N GAL.GAS I GAL.GAS GAL.GAS O ELEVATE 18" ABOVE ELEVATE 18" ABO ELEVATE 18" ABOVE SLAB ---- - - - - - - - - _ SLAB - - - - - - - - - - - - - - SLAB - - - - - - 0 � \ / X X X X 4x6 END I ' MAX. 8" HIGH 4x6 END x\ STUDS, TY/P. \ / \ \TUDS, TY FOUNDATION STEM TY p I I I I I I , I / \ I WALLS al GARAGE, TYP. MAX. 8" HIGH L UJ/ U1/1� / 8/0x'/0 O.H. \ I I 8/0x-i/0 O.H. \ FOUNDATION STEM I / 8/0x'1!0 O.H. �/ I 8/0x110 O.H. \ I I / 8/0XI/0 O.H. I :.: WALLS g GARAGE, TYP. / P L / GARAGE DR. \ / GARAGE OR. —GARAGE DR. — GARAGE DR. — GARAGE DR. — — .............. . . .............................. . ......... ................. ...... ............................ . ......... . ......................... ..... .................. 0 31 0 15 31 15 .B. 0 31 0 15 31 15 :: :.:0 e a @ STRAPS: SIMPSON "MST37 VERTICAL STEEL STRAP ' Al3 I A11' I ELEG. A13 All A13 I All I ELEC. A13 Ail I ELEC. �' - - - - - IN- -- _ - - _ - - --� L — PANEL- - - -- - - - - - - LINE OF WALL ABOVE — - - - - - - - J ELEC. L - -PANEL LINE WALL— OVE-- - - - - - - - - - - - - - - - - - _ 1 _O_ `�' Q = SIMPSON "MST48" VERTICAL STEEL STRAP METER ELEC. SPECIAL PLYWOOD :: ELEC. — — — :. SPECIAL PLYWOOD NAILING TYPE "A" :: METER METERS NAILING tYPE "A° I ® = SIMPSON "MST60" VERTICAL STEEL STRAP STRAP DEC TO UNIT W/ A ,q A STRAP DEC •� � - TO UNIT W/ _ :: A "MST37" I A2 :: A2 A2 :: A2 HOLD-DOWNS: Q I� SIMPSON "HTT4" HOLD-DOWN W/ SIMPSON I 6ST5I6L ANCHOR BOLT PROVIDE DOUBLE STUDS AT EACH STRAP AND "HTT4" HOLD-DOWN ff r O SIMPSON "HDQ8-5083" HOLD-DOWN W/ — —— LINE OF DECK ABOVE — — — — —— — —— — — —— —LINE DECK ABOVE— — — — — — — — L INS OF DEC ABOVE — — — — _ — — — — I—" — — — —LINE DECK ABOVE— — — — — — — — — — — LINE OF DECK ABOVE — — — SIMPSON "SSTB28" ANCHOR BOLT — — — — — PROVIDE 4x6 END STUDS AT ALL "HDQS-SDS3" HOLD-DOWNS 8'-0" 9'-0" 9'-0" 8'-0" 8'-0" e 341-011 DA 7E 8/-7/12 5NEE7 NO. WINDOW "U" VALUES SQUARE FOOTAGE IEA. UNIT): LOWER 4 UPPER FLR. = 0.35 MAIN FLOOR = 030 LOWER FLOOR: 218 So. FT. ° MAIN FLOOR: 625 SO.FT. • UPPER FLOOR: 666 So.FT. TOTAL: 1569 50. FT. I I 1�C- ��' OR LAYOUT SCALE 1/4" = 1'-0" OF 14 AR A. STEP BACK 12" v STEP P BACK 6" FIREPLACE @ IREPLACE � 0 � FIREE! ACE D SCALE 1/4" = 1'-011 B C A970 A9 13'-0" 61-0110 51-0" 13'-411 3'-5 " 0 13'-011 00 3/8x6/0 FXD. WI (2)2/0x6MECH. CHASE t0/0 3/8x6/0 FXD. W/ (2)2/0x6/0 3/8x6/0 FXD. W/ (2) 2/0x6/0 3/8x6/0 FXD. W/ (2)2/0x6/0 3/8x6/0 FXD. W/ (2) 2/0x6/0 Q S.H. (MULL T ETHER) Q LOWER FLOOR Q S.H. (MULL T ETHER) 00 S.H. (MULL T ETHER) Q Q S.H. (MULL T ETHER) Q Q S.H. (MULL T ETHER) Q 13 MECH. CHASE TO Al = 1 O F 00 L WER L R � 0 0 .. BEAM ABOVE `y `y ...�•� —— BE�4M ABOVE BEAM ABOVE BE,4M ABOVE BEAM ABOVE ..................... ... 11'-0" ..,... :: •� ;. ' 1�'-0" :: `: 17'-0" • 1-('-0" 17'-011 = 3 c n L-s RAISE FIRE PLACE fi '!`O�'' Q RAISE FIRE PLACE RAISE FIRE PLACE fi '�O '' e RAISE FIRE PLACE "�4'Q RAISE FIRE PLACE r _ DEARTH 12" W/BUILT-IN HEARTH 12" W/BUILT-IN HEARTH 12" W/BUILT-1N O �?` HEARTH 12" W/BUILT-IN �` HEARTH 12" W/BUILT-IN NICHE ABOVE FIREPLACE, fi� �q NICHE ABOVE FIREPLACE, :. : NICHE ABOVE FIREPLACE, fiyq NICHE ABOVE FIREPLACE, y�4 NICHE ABOVE FIREPLACE, OF 14 REFER TO DETAIL ABOVE 'P� � REFER TO DETAIL ABOVE REFER TO DETAIL ABOVE '�jti � REFER t0 DETAIL ABOVE REFER TO DETAIL ABOVE DIRECT-VENT GAS F.P. DIRECT-VENT GAS F.P. DIRECT-VENT GAS F.P. DIRECT-VENT GAS F.P. DIRECT-VENT GAS F.P. �w U.L. LISTED INSTALL PER U.L. LISTED INSTALL PER U.L. LISTED INSTALL PER U.L. LISTED INSTALL PER U.L. LISTED INSTALL PER 0 F _ MFG. SPECS. (TYP.) MFG. SPECS. (T'I'P.) MFG. SPECS. (TYP.) MFG. SPECS. (TYP.) MFG. SPECS. (TYP.) J = h J 0 9'-ID" CLC. h V-0" CLG. h " C h II Q Q V-0" CLG. 15 I�l M. I I�l M. 9 0 LCA 3-0 CLG. All �- L I V I NCS RM. LIVING fiR1�1. LIVING �M, 16/4 x 16/10 16/4 x 16/10 16/2 x 1�/2 16/4 x 16/10 1612 x 11/2 1/2" PLYWOOD ONE SIDE 28 ,q5 CONTINUOUSLY PLYWOOD �NSTALNE SIDE LED_ CONTINUOUSLY INSTALLED_ ABOVE AND IBELOW ALL A13 ABOVE AND BELOW ALL OPENINGS, TYP. 3'-6" 3'-�0" 3'-6" 3'-6" 3'-6" OPENINGS, TYP. f Q 0 BEAM ABOVE _ AMA O _ B B k :.: ; — - -- - - cn BEAM ABOVE �. _ . . . 7777....; •;7777.... . .. � 10 ARCH ........; I.B.P. _ARCH 911 © © © © 911 - M I — © REF. ' 9'-ID I I GLC. o0 00 00 0o L , PROVIDE I N I NCS ISM. PROVIDE = b' Q VENTILATION " VENTILATION (] ° 0 V-0" CLG. 9-0 CLC. 0 0 12/10 x 10/4 = FOR COOKTOP EO M FOR COOKTOP = A @ x o SINK W/ _ I I (� DINING M. _ II SINK W/ o X DISP 9-0" CLG. a0 12/10 x 10/10 cA 9-0 CLG. DISP 12/10 x 10/4 e 1C f�". � � e D.W. 12/8 x 10/6 r �- -. -. �- �I_�11 �- -, -. �- .� .. i2/8 x 10/6 D.W. _ _ _ - _ _ _BEAM ABOVE _ BEAM ABOVE_ _ _ _ _ - _ - BEAM ,4BOVE _ _ _ _ _ _ - BE M ABOVE _ •�- - - - - - - - - - — p _ 0 p — -- - - - - - - - - - - - - - - - - - - - -- - p p - - - - - - - - - p — - - -- -- - - BEAM ABOVE _ 3 _10 1 011 31 II _ h - _ I 0 I _ I I 11 �,-s I N 0 3'-6" 3'-(011 1_$11 � 3 -2 04 C,, .. ........................... •. :. ............ .. .............. p+� u I I 9-0" CLG. J. I sr+s 0 N tL PROVIDE 9 -0 GLC. -• 11/10 10/ fr - ul VENTILATION = - DINING RM cA' . ........................ :. cA = PROVIDE ° ° = cA Q = PROVIDE 10 u o ©I I© o , © ;�,............ © FOR COOKTOP a \4 VENT I LAT I ON ° ©) 13/10 x 1110 0 w 9-0 CLG. 15 _' �4 VENTILATION �4 - - All - I I - i- i- - FOR COOKTOP I A11 - ,n DINING RM- B � r FOR COOKTOP °o © © °o r z z r °o © � 13/10 x 11/0 9'-0" LG. 9° I I g" 9'-oil 0�. Cl A- 'K I�� N MIN. I I MIN. <I T EN A11 MIN. I p ::. . .......... 11/10 x / x /10 ......... ..... ........................ _ 7777.. . ........ - - - 1 10 SINK ( � I K W/ 11/10 _ ..`/.. ./.. � �'► 7777 ... •7 :777... 7777. 7777. <t D.W. D.W. �i D.W. SINK I DISP DISP , DISP - ::. ................. ................................. . W.H. W.H. o J o — W.H. 9 FLUE a (- 9 FLUE e 9 FLUE FLUE FLUE STRAPS: _ II II SIMPSON MSt37 TCCA St STRAP ................ .. ......... ......... .....7.7.77...... P VERTICAL EEL RAP ............... .................... .................... ............... .......... .................... Q /0x6110 SL .GL. R. W� Q Q 3/0x3/ D.H. 3/0x /6 D.N. Q Q 3/0x3/ D.H.Q /0x&/I0 SL .GL. R W� 5/0x6110 S D. GL. DR W/ 5/ x6/10 S D.GL. DR W/ 5/0x6/10 SLD.GL. DR. W/ FXD. TRAN . t0 '-0" ,D, :: FXD. T S. TO 8'-011 A D. TRA S. TO 8'-0" A FXD. TRANS. TO 8'-0" A FXD. TRA . TO '-0" Q = SIMPSON "MST48" VERTICAL STEEL STRAP A2 A2 A2 A2 - ♦ SIMPSON "MST60" VERTICAL STEEL STRAP e E < 1�E CK D E C ID E CIG CK e HOLD-DOWNS: Q = SIMPSON "HTT4" HOLD-DOWN W/ SIMPSON "SSTBI&L ANCHOR BOLT PROVIDE DOUBLE STUDS AT EACH STRAP AND "HTT4" HOLD-DOWN = SIMPSON "H OS-SDS3" HOLD-DOWN W/ SIMPSON "6ST528" ANCHOR BOLT 6'-0" 4'-2" �'-2" 6'-0" 3'-10" 3'-10" 6'-4" 4'-2" 1'-0" 7'-011 PROVIDE 4x6 END STUDS AT ALL "HDOO-SOS3" HOLD-DOWNS 3'-0" 3'-0" 14'-0" 14'-0" 3'-0" 3'-0" 14'-4" 2'-S" 14'-011 D,4 TE: 8/'7/12 WINDOW "U" VALUES SQUAREFOOTAGE ( A. UNIT): SI'� T �0: LOWER 4 UPPER FLR = 035 E MAIN FLOOR = 030 LOWER FLOOR: 218 50. FT. MAIN FLOOR: 625 SO.FT. . =PROVIDE 2x10 SOLID BLOCKING UPPER FLOOR: 666 SQ.FT. UNDER ALL PARTITIONS TOTAL: 1569 SO. FT. U1 ING � COSI FLOORLAYOUT, SCALE = 1/4" 1'-0" w' A,-DAeIE' m o 00 B c A9 ,49 13'-0" S'-0" 26'-011 gl-0" 13'-�•" 3 -511 131_011 00 41-011 41-011 13'-0" 13'-0" 4'-0" 4'—oll 14 6" FOUNDATION STEP, IF I . ,: I I I 9 REQ'D., SEE ELEVATIONS - p-1- - - - --- - - -� - - -gyp -1 e p-1-- - - - - - - - _ - � - -Fp II II II -I! iw LT 1 — J L — .: " — J L J 6x6 OST ON 6x6 POST 6x6 POST O 1 6x6 POST O 6x6 POST ON 6x6 POST O 6x6 POST ON :;' 1 6x6 POST O P ;. I 24°x24"X12" 10 24"x24"Xi211 I j:l. .... .,j. .... A; kirI 24"X24°x12" I I 10 24"X24"Xi2'1 I L: • ''.: :� I 24"X24°x12" 24"X24"X12" 24"X24"Xi2" 10 24°X24"X1211 i CONC. FTG. CONC.FTG. L_—— —— r — — — GONG.FTG. I I CONC. FTG. — —— — r`— _ — CONIC.FTG. CONC. FTG. I :•' r— — — — CONC.FTG. GONG.FTG. I I I :_ I I •, I R-15 RiGiD INSUL., I I R-15 RiGID iNSUL., I I R-15 RIGID iNSUL., g I :: I R-15 RIGiD iNSUL., Q I I EXTERIOR ,AND GARAGE I I EXTERIOR AND GARAGE I . I EXTERIOR AND GARAGE I � : I EXTERIOR AND GARAGE FACING WALLS ONLY, TYP. FACING WALLS ONLY, TYP. FACING WALLS ONLY, TYP. y FACING WALLS ONLY, TYP. I '= I 4" GONG. SLAB ON 6" COMPACTED 4" CONIC. SLAB ON 6" COMPACTED I ( 4" GONG. SLAB ON 6" COMPACTED 4" CONC. SLAB ON 6" COMPACTED 4" CONC. SLAB ON 6" COMPACTED i i - i I i I '" ! - GRANULAR FILL ON 6 MIL GRANULAR FILL ON 6 MIL GRANULAR FILL ON 6 MIL '�t GRANULAR FILL ON 6 MIL GRANULAR FILL ON 6 MIL I I I 171 ' VI6QEEN VAPOR BARRIER II VISQUEEN VAPOR BARRIER VAPOR BARVISQUEEN VAPOR BARRIER RIER VISQUEEN VAPOR BARRIER m -0" I I 1�'-�" 1-t'-0" I I iZ'-0" f 1 ! THICKENED- - - -- —• — a- - s-- I I - - - - - - C——o. — 15 - - -THICKENED• — 5 - - - - - I ITHI- - - --- -IC--D 5LA5- - - - - THI--e- -D —8- - - - - I I I i 131-s" I •'i 13'—SII l J_ I II I - '` I 13'-5'I I I 1 r 13 -5 1 I I I 13'-5'I I '4 N 4x6 POST (2)4x6 POST i - 4x6 POST N 4x6 POST 4x6 POST - `9 R-15 RIGID INSUL., '-5° ON 18x18xl2 ON 36x36xi2 I a; ON i8xi6x12 3'- 1 1_611 ON 18xi6x12 ON iSxlSxiZ -, EXTERIOR AND GARAGEI CONC. FTG. CONC. FTG. �., CONC.FTG. `' CONC.FTG. CONC.FTG. FACING WALLS ONLY, TYP. I _ L J I I L J _ _ L J I C14n :, L , 'a a 'S 'TH THICKENED L 8- -- — - - - - - - - !— - - - - - -Q SH��SFNFf.�SLJ4� — - -C- - --B- -L -- -- - -- - — — - -Qr —THICKENED— -8--Q� r - - - - - - - ,Q -- C- -D —•B — . t0 6STEP g DOOR DEPENDENT 1/4" TO 6m" STEP eON SLOPE 1/4TO 6STEP al1/4" t0 6" STEP II •; II 1/4" TO 6m" SCEP g DOOR DEPENDENT DOOR DEPENDENTDOOR DEPENDENT m (I •' III _`c<Q11 DOOR DEPENDENT I ON SLOPE ON SLOPE ONS OPE 10 I A , I '.:�y; I -, L I I ON SLOPS •''A 13 ! ' I I I I I I •' i —all1 Y 10 SIM. _ — 3 I — — = I I = — — ( • ` I — — 4x6 POST = I I — 10 6x6 =_ ' I —I 4x `� 4x6 POST r ON 30x30xi2 ``� 4x 4x6 POST 4x6 POST 4x6 POST I 6x T POST + O 30x3 x12 ( I is I I O x3 w POST I ON 30x30x12 I I I GONG. FTG. POST I I ON 30x30x12 I POST I I O CONIC.FTG, I •: I GONG. FTG? O I I O GONG. FTG. I I p I I CONC.FTG. O - --1 ! "' 4x6 ; L_ J I I L _J 31-5� POST — I I — I I ': I I I 31-511 3'_511 II II ' �. 10 11 I I I I I •'': I 4 CONC. SLAB ON 6 COMPACTED I 411 CONC. SLAB ON 6 COMPACTED : ' 4" CONC. SLAB ON 6" COMPACTED 4" CONC. SLAB ON 6" COMPACTED 4" GONG. SLAB ON 6" COMPACTED I " I GRANULAR FILL ON 6 MIL I I GRANULAR FILL ON 6 MIL GRANULAR FILL ON 6 MIL I I GRANULAR FILL ON 6 MiL I %'' I GRANULAR FiLL ON 6 MIL I I I VISQUEEN VAPOR BARRIER - VISQUEEN VAPOR BARRIER ; VISQUEEN VAPOR BARRIER VISQUEEN VAPOR BARRIER : VISQUEEN VAPOR BARRIER I I 6, I I I I I ;4 I I I �► I I �: I I � I I I iI ! •: I I ••: I . •.: I II I . ,. I I : I I . I f MAX. 8" HIGH a: ELECTRICAL ELECTRICAL - ELECTRICAL . ; : ELECTRICAL I I ELECTRICAL I STEM STUB UP I I STUB UP I I STUB UP I I STUB UP I t I STUB UP I I WALLS �TION GARAGE, TYP. I 6x6 POST O g 6x6 POST ON i 6x6 POST ON i 5 6x6 POST ON i 6x6 POST ON 1 „ 6x6 POST ON 6x6 POST.ON , I ! I 24 :P 24"X24"X1211 11 11 II -; II II II L. II II 11 3 II II II II 11 11 10 I ..? I 24 x24 x12 I : I 10 24 x24 Xis I ,, I 24 x24 x12 I 24 x24 x12 24 x24 x12 I CONIC. FTG. CONIC.FTG_ — L — CONIC. FTG. - -- -- -- - J :, L - - - --- - - - - CONC.FTG. J — CONC,FTG. - - - - - - - - - _j L CON FTG.- - CONIC.FTG- - - = BL ••- f "•• .• BLOCK OUT ..••./. BLOCK OUT ., BLOCK OUT .M •• ': r •I,— BLOCK OUT FOR 8/0 DR ' ' `' FOR 8/0 DR ' " :•: _ FOR 8/0 DR. f' f' .: FOR 8/0 DR. - _' FOR 8/0 DR L p - - - - - - - - � Q — � — •- - - - - - — � --1 1- -- — - --- - � — � �� j: — � �• - - - - - - - � — $—� :'' � �— � - - - ----- � — � --gip J _ ELEC. 5 e 8 4 `` . I METER ELEC.ELEC. METER ETERS i3i1 1 i1 31_-lit3 _3133 -3 10 , 0 I A A 1 I A I I A 4 cp .� - I • . I I • : I I : I r I I (o" FOUNDATION STEP, IF J REQ'D, SEE ELEVATIONS I. L 18"X18"XI2" 18"XiS"X12" CONIC. FTG. CONC. FTG. 70 4'-0" 6'-0" 5'-0" 00 5'-011 S'-0" 4'-0" 4'-0" 5'-0" 5'-0" 5'-4" 5'-0" 3'-8" 5'-0" 5'-0" 4'-0" HOLD-DOWNS: Q = SIMPSON "HTT4" HOLD-DOWN W/ SIMPSON In 118ST5I6L" ANCHOR BOLT 17'-0i' 1I'-0i' 17'-011 11'-011 1�'-0" PROVIDE DOUBLE STUDS AT EACH STRAP AND "HTT4" HOLD-DOWN O = SiMPSON "H005-6063" HOLD-DOWN W/ 55'-0" SIMPSON "SST528" ANCHOR BOLT L.),4 8/1/12 PROVIDE 4x6 END STUDS AT ALL "14DQ8-5053" HOLD-DOWNS = R-15 RiGID INSUL., Q * USE BASIC RADON PROTECTION METHOD EXTERIOR AND GARAGE RADON BARRIER SHOULD BE LAiD WiTHIN THE FLOOR FACING WALLS ONLY, TYP. CONSTRUCTION AND LiNKED TO THE DAMP PROOF COURSE LAID WITHIN THE WALLS OF THE DWELLING. THE JOINTS MUST BE SEALED AND ANY PENETRATIONS THROUGH THE FLOOR SHOULD BE AVOIDED OR IF THEY MUST OCCUR THEY MUST BE EFFECTIVELY 5UILDING FOUN[2ATION FLAN SEALED. ADDITIONALLY,GAS SHOULD BE PREVENTED FROM ENTERING VIA THE CAVITY BY THE PROVISION OF A CAVITY TRAY. SCALE 1/4" 1'-0" Did 14 d SIMPSON LSSU25 OR EQ. �- p I A lYL 'rlUM UPPER FLOOR PLYWD. RISERS IHGT T MAX.). SYSTEM PER PLANOE ro'-S" MIN. HEADROOM RAIL W/ 2 X 2 BALUSTERS - 4" MAX. OPEN'G (OR EQ. PER CODE). 30" TO 36" VERT. FROM TREAD NOSING CAT LEAST ONE SIDE OF STAIR ). IF AT OPEN SIDE OF STAIR MIN RAIL HGT. TO BE 34" VERT. FROM TREAD NOSING. T P o 2X�• SHOE 1-1/8" PLYWOOD TREADS (3) 1-1/2"X24" PLYWOO STRINGERS (GLUE 4 SCREW 12" O.C. STANDARDSTAIR SECTION SCALE: 1/2" = 1'-0" B C . Ac3 A9 RUN JOISTS PERPENDICULAR IN THIS e RUN JOISTS RUN JOISTS AREA FOR MECH. 32 g PERPENDICULAR IS 32 e 9 PERPENDICULAR IN THIS 9 32 g AREA FOR MECH. 13 AREA FOR MECH. INE F W L OVi O LINE OF WALL ABOVE 00 LINE OF W LL ABO 0 0 LINE OF WALL ABOVE O IN L O U x10 DR. ® — `14 V ® 4x1 HD x10 D ®" V 4x1 Hp ®— ® 4x1 HDCN Ul 4x8 D :: ::: s R- 4xs : : x8 D12 I I I I I 1 I I I xa R. 1 I I I I I I I I 4x6 END 29 STUDS, TYP. A13 24 24 12 1 12 1 - a s� 1/2" PLYWOOD ONE SIDE +``` I I I I I �3 I �3 s CONTINUOUSLY INSTALLED_ �� ,d I I I IA I I �p 1/2 PLYWOOD ONE SIDE CONTINUOUSLY INSTALLED_ ABOVE AND BELOW ALL BE RI N WALL 4x1 BM 4x10 BM. B ARINCs W LL BEARING WALL xi 8M. 4x10 BM, EA ING ALL 4x10 EA ING ALL P ABOVE AND BELOW ALL OPENINGS, TYP. _ OPEN INGS, TYP. ' -' T. J.T B JS BL. ST. BL. ST57. ILS q -� I k k W� k k IN k IN z I I� x IGx I� k LK G1 I I q l I I I �EAf�ING 6AL d I A INGI WA I I I I q q l I I I ARG JALL I q l I 'K 4x10 BM. 4x10 BM. BE LL 4x10 BM. 4 10 BM. 4x10 BM. BE Rf WA x6 4x x6 4x 4x OSt I POS OST I POS I EA NG ALL POS 12 ,�,, I I I I I I I �,�� I �' � IR :. �: ST IR I � 1 so o I I I I I I I :: ::: I I I I I I I �`,�� 1 ST IR . � ST IR F I s"o O I I I I I I I :: ••• ST IR A9 m m �►� A cp �► m s 1 4x6 c° 1 4x6 1 6x6 A2 4x6 OST 4x& A2 4x6 OST 5-1 8x15 L. M, 4x 4x6 ,42 6x6 POST PO OST PO OST OST POST M 155 L. J T. L. J - 5 1/8x1 GL.BM. BL. J T. L. J — — Jcl S 5�8 m PO Ln ill STRAPS: ® = SIMPSON "MST3'1" VERTICAL STEEL STRAP c{t I cn Q, 1+ I �+ I �. O SIMPSON "MST48" VERTICAL STEEL STRAP . JSt. : : DBL. JST. 8q Q DBL. JSt. : : DBL. JST. . JST, 09 I _ ® � SIMPSON "MST60" VERTICAL STEEL STRAP I. I I I I I 1 6 I I I I I I I I I 1 I I I I I I I I I +� I I I I I �► I I I HOLD-DOWNS: ,� �, n �= SIMPSON HTT4 HOLD-DOUJN W/ SIMPSON _i - U � SSTBI6L ANCHOR BOLT = m I _ �°� _ m PROVIDE DOUBLE STUDS AT EACH STRAP AND "HTT4" HOLD-DOWN ;- q J d .� �� I Iq � 29 A13 Q SIMPSON "HDQS-SDS3" HOLD-DOWN W/ 4 6 E l q I I I Iq I I 4 6 E D SIMPSON "SST528" ANCHOR BOLT 1 SUDS, TYPI I 1 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 g UD TY 1 PROVIDE 4x6 END STUDS AT ALL "HDQ8-SDS3 HOLD-DOWNS 5- /axi GL. M. 5 1/6x GL BM. 5 1/6xl GL. BM. -1/ 13 . B -1/ax 3 BM. * USE BASIC RADON FROTECtION METHOD X16 SPE IAL PLY 00 4x 4x6 4x x6 4x 4x o x6 SPE 1,4L PLY O 4x RADON BARRIER SHOULD BE LAID WITHIN THE FLOOR S NAILING YPE "A" POT I e I ST OS OS PO t I I OS P T e I St NAI NCS PE " O CONSTRUCTION AND LINKED TO THE DAMP PROOF COURSE LAID WITHIN THE WALLS OF THE DWELLING. THE JOINTS MUST BE SEALED L — ,4 — — — — L — — LIN OF AL AB VE — — — _ LINE OF LL BO — — J L — — L I OF WAL AB VE — — — — — — — — AND ANY PENETRATIONS THROUGH THE FLOOR SHOULD BE I I AVOIDED OR IF THEY MUST OCCUR THEY MUST BE EFFECTIVELY STRAP DEC I SEALED. ADDITIONALLY,GAS SHOULD BE PREVENTED FROM TO UNIT W/ �k8 ` �g \S.�g I STRAP DECK ENTERING VIA THE CAVITY BY THE PROVISION OF A CAVITY TRAY. "MST31" I �4�-o- �o/s I I `g.�5 . '�8 I I �:�• , gyp• I V�• o� I "MST3 TO UNIT W/ I I I I F" r�-r� I I �'`'� I P:�•3 ��P q G SIMPSON U2s HANGERS A O• PC I SIMPSON U28 HANGERS rr I ON 2x8 P.T. LEDGER, ON 2xa P.T. LEDGER, I A TYP. g ALL UNITS TYP. GALL UNITS x14 D.F. P.T. B . 6x14 F. P.T BM. 6 14 DF. D.T. BM. x14 DF P.T. B . x14 D PIT. 6 — — — LINE OF DECK ABOVE — — — — — 6 — — LINE OF DECK ABOVE — — — — —— LINE OF DECK ABOVE — — — — x6 — — — LINE OF DECK ABOVE — x6 LINE OF DECK ABOVE Ax6 POST POST POST POST POST k J POST )ATE 8/7/12 4- 5PEE7 NO: NOTE: MIN. 14DR SIZE TO BE 4xI2, UN.O. p 5ULDING SCALE 1/4" = 1�_011 OF 14 1/2" PLYWOOD ONE SIDE C 1/2" PLYWOOD ONE SIDEA/j CONTINUOUSLY INSTALLED- A9 CONTINUOUSLY INSTALLED_ �y ABOVE AND BELOW ALL B ABDVE AND BELOW ALL OPENINGS, TYP. e A9 e e e OPENINGS, TYP. _ O o O 00 O O O O � O � 44 5441 X12 R x1 0 DR x12 DR 4x1 HD 4x12 HD 16 X12 M. 4x1 BM. I x12 M.FT I F 4x1 BM. e 4x1 BM. x6 4x6 4x6 4 4x6 4x6 4 4x6 4x POST POST h POST POST PO4 ST POST POST POST POST I `�O 0 ch .V,''�7 1 1 1 1 I I 6 6 � F o� oc - oo oc ® LK BLK _ e LK K G _ BLK LOP FL OR TH I I S O FL R I THI LOP FL R TH I I SOP PLCOR I THI REA FOR STAI CL —I �. — AREA OR TAI CL 4X P� REA FOR STAI CL _ A A OR TAI CL x �- I- SOP FL R I TNI 5 1/8x1 GL BM. OST 5-1/ x15 L. _ 5 1/8x1 GL. BM. P ST A A OR TAI CL k = x6 45 4x _ k x K O x4 4x P S 4x B os P T �' I I St I I I 1 23 I I I I I I I I I I OS P T = I I I I I 23 I 1 : P T 0 10 Al2 .412 1/2" PLYWOOD ONE SIDE 4x1 10 M. ' 4x 0 B 10 M: _' 10 CONTINUOUSLY INSTALLED._ ABOVE AND BELOW ALL OPENINGS, TYP. - - ST IR ST IR �, ST IR ST IR ST IR L W L °i Q L W L 416 °i W L 6x6 x6 c4 4x 4x 6x PO OST �� pg \� PO T '0� OST POS OST -1/8 15 G . BM S-1 8x15 GL. M. 5-i/ x15 5-/8x1 GL. M: 5-1/ x15 L. B . 4 6= O 23 - - A2 �' � I I PO t ° Al2 I 1 � ° 1 � �, A2 04 m — gin ` — s 8 K G. LK _ LK LK LK _ _ e os out STRAPS: ® = SIMPSON "MST37 VERTICAL STEEL STRAP � Q Q I f � 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 .� Q SiMPSON "MSt48" VERTICAL STEEL STRAP .. ® = SIMPSON "MST60" VERTICAL STEEL STRAP I 1 HOLD-DOWNS: = SIMPSON "HTT4" HOLD-DOWN W/ SIMPSON h cv) "SST5I6L" ANCHOR BOLT ch b PROVIDE DOUBLE STUDS AT EACH STRAP AND "HTT4" HOLD-DOWN Q = SIMPSON "HDQS-SDS3" HOLD-DOWN W/ I 1 I SIMPSON "SST528" ANCHOR BOLI 4 PROVIDE 4x6 END STUDS AT ALL "HDQ8-SrHOLD-DOWNS e e ` •: e 4x 2 4 12 B x10 M. H R. 12 4 12 B 4x1 BM x12 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1/2" PLYWOOD ONE SIDE RAISE WINDOW HDR -9 RAISE WINDOW HDR 0 CONTINUOUSLY INSTALLED_ KITCHENS TO 8'-0" KITCHENS TO 8'-0" 1/2" PLYWOOD ONE SIDE CONTINUOUSLY INSTALLED_ ABOVE AND BELOW ALL ABOVE AND BELOW ALL INSTALLED- OPENINGS, TYP. OPENINGS, TYP. II II II Ll 12 * USE 5ASIC RADON PROTECTION METHOD • -�� RADON BARRIER SHOULD BE LAID WITHIN THE FLOOR CONSTRUCTION AND LINKED TO THE DAMP PROOF COURSE LAID WITHIN THE WALLS OF THE DWELLING. THE JOINTS MUST BE SEALED AND ANY PENETRATIONS THROUGH THE FLOOR SHOULD BE AVOIDED OR IF THEY MUST OCCUR THEY MUST BE EFFECTIVELY SEALED. ADDITIONALLY,GAS SHOULD BE PREYENtED FROM NOTA: MIN. WDR SIZE TO BE 4x12, U.N.O. ENTERING VIA THE CAVITY BY THE PROVISION OF A CAVITY TRAY. 12 UILDING THIRD FLOOR SCALE 1/4" = 1�_O11 36 i3 18 0 Al2 a0 . 26 GA. FLASHING: 0 SIMPLANK- ' LAP SIDING N A13 i l Al2 Al2 I 1 0 CULTERED (P STONE (NO STONE At NON-STREET FACE - - - - - FACADE) I WINDOW "U" VALUES 5'1 SQ.FT. OF GLAZING TO 10 LOWER 4 UPPER FLR = 035 MEET MIN. REQUIREMENTS OF MAIN FLOOR = 0.30 56 SF. FOR GROUND FLOOR .5- REET END FACA SCALE 1/4" = 1�_Oil CF 14 D-S- �� AP 12 • D.S.D.S. - - - -- - - - - -- - - - - - D.S. D.S. - - - - - - - - -- - - - ��•� (o 6A2 eA2 e/12 SA2m M2 e/12 ' I I I I I -•` TIPLIA e--/2 .- v I I I I I 00FING NOS' S: .. ' I I I I INSTALL (16) AF50 ROOF JACKS (OR EQ.) I MIN. MIN. I MIN. MIN- I 50 SQ. IN. NET FREE VENT. 36 I �� I Wz_ o I EQ. a EAVES Al I ElF-1A. UPPER ROOF 3330 80. FT (16) ROOF JACKS 18 = I I I I I El (AT VAULTED SPACES EA. RAFT. SPACE MUST HAVE AN Al2) Q I I '-0" MIN. I '-0" MIN. I I EAVE VENT. 0 RIDGE RAFTS. MUST BE NOTCHED 0 TOP I I I I I NEAR RIDGE W/ 1 1/2" DEEP BY 2" LONG NOTCH FOR FLOW THROUGH BETWEEN VAULTED RAFTS. AND OUT ROOF JACK c I c c I I c + EAVES - 12 UNLESS OTHERWISE NOTED. I I I I I + RAKES - 12" UNLESS OTHERWISE NOTED. I I I I I o 11r2 . v12► i • ROOF PITCH AS SHOWN 26 GA. SIMPLANK FLASHING I F 802 I ( I I � I I I LAP SIDING _� - - D.S. - - -- - - - - D.S. -- - - - -- - - -- -- - - - D.S. - - - - - - - - - - - - - - -- D.S. 0 R �Al2O OF All SCALE:. 1/6"=V-0" 35 ilk 0 - AS AS WINDOW "U" VALUES 1 LOWER 4 UPPER FLR. = 035 10 MAIN FLOOR = 0305 12E ELEVATION SCALE 1/4" = 1�-0" 13'-0" 8'-0° 13'-0" 13 0'-0" a'-(�" 13'-4" 3'-8" 13'-0 ED H HDA. HDR 6x6 6x6 0 6x6 6x6 0 6x6 I @ 6x6 6x6 POST GIRDER TRUSS POST - POST GIRDER TRUSS GIRDER TRUSS POST POST GIRDS TRUSS I - POST GIRDER TRUSS POST f 8/12 8/12 2 8 12 /12 6/12 f /12 a/12 �-�--� 9 All 1 All All — All All CIA 33 — I I A13 I �.'-011 I 4.'Jm�� I I I I I I I I 41011 — 4 -011, -0 NO OOF NO OOF 8/1 I N t NS WIT IN I RO �� 0" PENT S WIT IN = PE RA 4'-0 OF P TY W LL I I ENET TIONS (THIN 4'-0 LIt - - - - - I - - - - - - - — � I I '-0" FART - - - - - �e � 812 , I /II 1 \ / I I X I I I I X I \ i X\ I I I / \ / \ I I I I / \ I /X YA \ I I I \ I A9 I I I I / I ii All I \ I 3 PROM E 4'x SHEE1 OF PL1' OpI PR VIDE 'x8' ET OF 1/2" P OD VI E 4'x&' SHEET OF 1/2" LYWO p I I PROM 4'xa SHEE OF 1/2" PLY OD P Y1D 'x8' S EET 1/2" P O S6 F R 90 I `� ON TRUSS TTO CHO FO S BOT OMC RDF R 909'0 ON T SBO OMC RDF R 90 `� ON TRUS EFF. G S FURN E W/ TSI �Sl EFF GAS F RNAC W/ OUTBID FF.G FURN�jC� E W/ fUTSIDf . AIE� CsAS AC W/ OU SIDE I� I I` I I I I I cOtlBustlILE AIR I I I r1OMBU BLE 1418 I I I I I ICOM BLEI R I I I COI"IBUSTI L AIM T COMBUSTIBLE AIR 3 N I I I - - I I 36 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 Ala 36 _ A13 I 1/12 1/12 s/12 .8/12 I I I /_ 8/I 8/ 0 si12A. 8/12 I n I L— _ _ — - - — = - _ — _ — — — _ _ _ _ _ _I_mw4ftaS_ _ 6x6 6x6 6x6 6x6 6x6 6x6 6x6 POST POST POST POST POST POST POST HDR. C,, HDR NDR. �., H R. : :. N H R. �111111111-11111111111,3 DA�" 8/7/12 Ilk OPEE7" NO: 14'-0" 6'-0" 14'-0" 14'-0" (o'-0" 14'-4" 2'-a" 14'-0" 11-011 TYR O.H. 85'-0" NOTE: MIN. PDR SIZE TO BE 4x12, U.N.O. IBUILDING ROOF FRAMING SCALE : 1/4." = 1�_011 O� 1� BUILDINCx PAPER, LAP CENTER WALL OI/ER V �, A�o�� OVER FLASHINCa 4" 4" COMMON PROPERTY LINE � SIM. SIDING' OVER A10 r1xi� SHEATHING 1" AIRSPACE CLEAR "•A'` � � � B�tIUE�N WALLS, FIRE METAL FLASHING BLOCK m 10'-0" O.C. t1'P. 2-1-IR. PLACE CONT. BEAD R-15 INSULATION ,✓� � OF SEALANT UNDER 1-IORIZ. d VERT. PARTY WALL � ��• FLASHING 2X P.T. PLATE ASSEMBLY SLAB ON GRADE OF OV MIN. CULTURED STONE UNIT 2 UN17 2 6 SILL a � z BLKC�. BETWEEN FLASHING � � a � a SLOPE GRADE AWAY STUDS FOR � �� '>zr. "'�` =;� =� �=;;._ ",��;�;......7.y. — — 4 }r: :-•�- q � <�:�:..;�; .,.:::�.,�..,>,: :, . ;,,..,.. a FROM BUILDING � 1 MIN. — _ — a d �` — .... FASTENERS `::y_., ::: _.: _ :; ,�� ....._.... L I I 1=1 11=1 I I 1=1 I I I I 1=1 11=1 11=1 11=1 I I =1 I I—I I—I I I sa�vD —III I I 1=1 METAL ANGOR 6 MIL. VAPOR � I . I � 10 MIL. VAPOR 1I— BARRIER ll" CONCRETE BARRIER z FOUNDATION � 4" NOMINAL 2" SAND FALL COMPACTED a � CULTURED STONE a .FILL a 411 FTCs. COMPACTED FILL � ° a SEE STRUCTURAL � � ° DRAIN BUILDING PAPER OVER ° � FOR FOOTING SIZE SES STRUCTURAL O � DBL. STUDS ^ 16" O.G. SHEATHING UNDER � AND REBAR FOR FOOTING SIZE At CULTURED STONE SIDINCx, tRiM t BRICK a a (NO INSULATION � CULTURED STONE AND REBAR GARAGE) 1" MIN. AIR SPACE 2 2 � T'T� �f�t�� I �f-�l�� FOUNIDATION 3 I Y1=0 EXTERIOR WALL FOOTING `y � ANCHOR t0 DBL. 2X6 A10 scare: i-in° = r-m° SCUDS 6 16" O.G. MAX. GORRUC-SATED FASTEN Q EA. DBL. METAL 71E SCUD UJ/ MIN, OF (2) 7/l�0" DIA. X 4" L,4Cx CENTER WALL OVER SCREWS POSt PSR PLAN COMMON PROPERTY LINE FLASHING �° ¢�� SIMPSON PB POST BASE IF 1" AIRSPACE CLEAR 5/16" StE�L�` � CREATED WOOD, SIMPSONHEIGHT BETWEEN WALLS., FIRS MAY BE ARIES ZERO ERO 2 6 SUPPORT ANGLE � PBS POST BSE IF NOT TREATED BLOCK � 10'-0" O.G. CxAR4CzE WALLS ARE SES FDN. PLAN HORIZ. k VERT. NOT INSULATED - a SLOPE GRADE AlUA1' � 12x12 .MIN. 116x16 MAX.) GONG GARAGE I 15 tYP. 2-HR a 4 SROM BUILDINCs All MSN _ � PLINTH a All PARTY WALL � ASSEMBI.1' 2X P.Y. PLATE SEE STRUCTURAL -III—III—III—III—III—I I . II—III—III—III—III—III- 2 GARAGE FOR �0071NCx SIZE —1Illllii�lll,;,lll,�,llli � Baa llllllllllllll �= N AND REBAR a CONCRETE GARAGE W CONCRETE GARAGE - SLAB a. • . Q SLAB a a ° 411 FTG. DRAIN d O I— I COMPACTED SILL il" CONCRETE 5fRICK5ASE � WATER TA5�� L r-6sa. L FOUNDATION 'WALL A10 SCALE: 1-Ir1�� , r_m�� a FOR FOOTING S ZE Id AND REBAR O � SHEATHING d SHEAR WALL EDGE a NAILING PER SHEAR WALL SCHEDULE HOLDOIUN SCUDS OR POS? UP 70 1/2" OF SLAT SHIM MAY BE meta PLAN (z) sx MIN. �✓ 2 � H f0AfRTY WALL ��I tel. � GARAGE PLACED HERE 70 AID IN SHEAR WALL EDGE NAILING a INSTALLATION OF HOLDOUJN � EACH HOLDOUR�I STUD OR POST A,0................ scaL�: i-i�z° = r-m" e WALLRECCONDITION 85 BOLTS, 6 SND CONNECTORS t0 HOLDOUJN SCUD AS REQ'D. B1' MSR SEE SCHEDULE CEDAR OR PRESSURE HOLDOUJN PER PLAN FTG. TREATED woop SECTIONAL OVERHEAD SLAB PER PLAN RISER 4 TREAD, of OPENING DOOR TRACK At SIDES FRAMING CONTINUOUS SEE ARCH. � WHERE OCCURS � NOTCHED STRINGER 4x12 exre�io� L L — — _ 11 — sTRiuG R µ � sLo�_ PRESSURE TREATED 2x, ATTACH TO i — CONC. W/ I/2x6 tltEN ND g 24" O.C. a , a (MIN. (3) EAGI-I STAIR) a a d . a . a a a l(od a g•• O.C. tl'P. BUILT UP STUDS o � D�4T�: 5/2 /12 CAST-IN-PLACE HEADED ANCHOR SLAB_ ON GRADS SHEET NO: BOLT 4 WASHER, OR ALL THREAD W/ HEAVY NIX NUTS 4 WASHER, SEE CABLE FOR EMBED DEPTH i _Z & �Yf= IC;4LHOLDOWN, � TYI= I CAL 3,�5� OF STS IRS S GARAGE 00R THRESHOLD0 A10 SCALE: I-1/2•• � ��_m° A10 SCALE: 1-1/2•' ��_O° fr1�fL/ SCALE: 3•• 1•_0•• OF (4 ro PROVID5 2x8 BL DRAPPERYJ �H SIDE OF D NEW WINDOW HEADER AT ALL LIVING UNIT CS BEDROOM WINDOWS, T7f', U1INDOW FLASF4ING �'sbR1SE7dTRU41 C",>.UL (OOOF 2 SEALANT SYSTEM, SEE DETAIL0 00 SIDINCs, INSTALL 16/D1 PER I`1FR REQ. 5/S" GWB r FACTORY ASSEMBLY U1.RB. 7YP. , SSE DETAIL X/X + REFER t0 FRAMING 4 24 GAUGE PPM PLASHING: FOR SIZE Wltl-{ 2" END DAM y 6 BACKER ROD < SEALANT eo 10 0 5/4"x4 WOOD TRIM W/ RIGID _ Z _ z 6 DADO JOINT INSULATION `� � MIN. 10' SLOPE FLEXIBLE MEMBRANE 00 FLASHING IN UL. DR41N SCREEN TYl=& WINDOW J M5 00 5/4x4 WOOD TRIM, TYR _�� 'o � SCALE: 3" I'_0" 0 ULRB. TTP. 4 WINDOW FLASHING: o SYSTEM, SEE DETAIL X/X 5/8" CsWB 51DIh1Cs INSTALL PPt2 SEALANT WINDOW � MFR. REQUIREMENTS I TYf=,. WINDOW SILL SCALE: 3.. V_0" TYf=.r WINIDOW. HEAD SCALE: 3" I'-0" 7YP. EXTERIOR WALL SILL OVERLAP WINDOW FLASHING: Ix SILL SYSTEM, SEE DETAIL /X (TVP.) SEALANT WINDOW JAMB nnn 6 6 2 2 SEALANT WINDOW JAMS TYf=o WINDOW DETAILSINSUL. 6 6 SHEATHING: 5/¢x TRIM ^ /� 12 SCALE: I-I/2" 1'-0" WEATHER-RESIStIYE r� BARRIER BEHIND TRIM TYI=,, WINDOW JAM51 lo SIDING:, INSTALL PER �" MIN. INSTALL WINDOW PER 04 SCALE: 3" � I'-0" SHEATHING MFR REQUIREMENTS MANUFACTURER SHEATHING lo SEALANT BACKER ROD < SEALANT INSUL. MIN. GAP SHOWN, SEE MFR. IN3UL. oo SIDING, SEE 5/4x4 WOOD TRIM yELEv. FOR TYPE INSTALLATION INSTRUCTIONS BIDING, SEE ELEV. FOR TYPE UI.RB. tYP. , SEE TYf=,. WINDOW JAM50 W.R.5. TYP., , SEE ¶ (� DETAIL X/X 1 0DETAIL X/X � �l REFER TO PROVIDE BLKCx. FOR SCALE: 3" . I'-m" REFER t0 FRAMING 024 GAUGE FPM FLASHING Ul/ TRIM ! SIDING PROVIDE SLKG. FOR FRAMING: 24 Cs,4UCsE PPM FLASHING: W/ FOR SIZE DRIP, SLOPE AWAY FROM BLDG. TRIM t SIDING FOR SIZE DRIP, SLOPE AWAY FROM BLDG. 10 4" NIGH s HEAD, PROVIDE 4" HIGH a HEAD, PROVIDE SEALANT END DAMS 6 EA. END CsU15 SEALANT.END DAMS g EA. PND 5/4xl0 8/4x10 SPACERS AS oo 'Z y y 2 2 SPACERS AS NEEDED F INSUL SEALANT NEEDEDoo E INSUL. —iv oo 5/4x4 WOOD 6 6 GWg 5/4x4 WOOD TRIM, TYR 6 6 TRIM, TVP. FLASHING SYSTEM, SEE WINDOW FLASHING J X/X, (7YP.) WINDOW FLASHING SYSTEM, SEE DETAIL X/X SHIM PER DOOR MANUF. SHIM PER DOOR MANUF. SYSTEM, SEE DETAIL X/X REQUIREMENTS REQUIREMENTS WOOD SIDING:, INSTALL PER SEALANT PER MANUF, BIDING, SEE ELEV. FOR—/ SEALANT < BACKER ROP FRAME SEALANT PERMAHUF. MFR. REQUIREMENTS INSTALLATION TYPE PER MANUF. INSTALLATION SEALANT SEALANT PER MANUF. INSTALLATION REQUIREMENTS REQUIREMENTS INSTALLATION INSWING-- REQUIREMENTS FLASHING: 8Y5tEM, SEE FLASHING: Sl'StEM, SEE 5/4x4 EXTERIOR TRIM, DEtAIL X/X, (TYPJ 5/4x4 EXTERIOR TRIM, REQUIREMENTSREQUIREMENTS DETAIL X/X, (TYP.) (TVP.) SCHEDULE SEALANT PER MANUF. (tYF''� SEALANT PER MAMUF. PROVIDE 2x8 BLOCKING: (FOR SCHEDULE VINYL DOOR INSTALLATION INSTALLATION AT ALL I LLVINCs UNIT B BEDROOM E OF: HEAD SLIDING DOOR REQUIREMENTS REQUIRPMENTS AND GREAT ROOM WINDOWS �g Yf=. EXTER[OIRHEAD* 2� r=XTEi�l0 100 JAM5 /21 Sl- I1� I1�lC� f=ATIO DOOR JAM51 22 SLIDINGf=ATIO DOOR HEAD Al2 SCALE: 3" I'-0" Al2SCALE: 3•• ��_O�� SCALE: 3 f�� •• 1•_0•• Al2 SCALE: 3•• � V-0" D IAPHRACsM NAILING 3/411 T4G PLYWOOD F�t �AG Al � AND SNtHI� SUBFLOOR OVER x _ � w.2B. see wx �oR 2lfd'S 'a 1(0" O.C. INStALLA710N SOLID INSTRUCTIONS ol CONTINUOUS 6 BLKCx. 2 2oo 00 oo FIBER GEMENT SIDING, 00 2 6 oo SEE ELEVATIONS FOR oo TYPE olo 2 2 2WRAPAP W.R.B. 12" BEYOND oo ol I I 6 6 CORNER EA. WAY BEAM PSR WRAF BEAM 87RUCt. U1/ Cll LAYER 5/8" CsU15 CU LAYER r2/S" GUS OVER 2x STUDS g E�/Su GwB 16" O.G. W/ 2-I/4" TYPE 'S' — 6 6 6 UNIT DRYWALL SCREWS m 12" O.C. INR RATED WALL D-4TE: 5/24/12 *OMIT BLOCKING: ONLY ��i��o�i �+oBR —�_ � SHEET NO: AT DUCTWORK FIRE RESISTANCE RATING:, SEE BUILDING PLANS FOR LOCATION 23 �O `�� 5EAM TYPICAL FLOOR �`� NINSU,LATED EXTERIOR WALL FISERCEMENT 91DIt�lCs, SEALANT � 5/4x4 EXTERIOR TRIM SSE ELEVATIONS FOR 5/4x4 a PANEL SIDING V-011�2 SCALE: I-1/2•• , _0�� Al22 SCALA: I-1/2" 1'-0" Al2 SCALE: 3•• � V-0"_V-0"Al2 TYPE 26 SIC) ING , TYf=,. OUTSIDE CORNER SCALE: 3" , V-0"0V-0" OP 14 Al2