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Plans (3) zz MST2012 - 00161 mST2012 - 00162 MST2012 - 00163 MST2012 - 00164 MSTLO1, 2 - 00165 M !iTzlmxl2 - 00166 LIABILITY The, City of Tigard and its employees shall not be responsible for discrepancies which may appear herein. LOT 3 PROPERTY LINES STIAEL T3E Cf FAR'LY IDENTIFIED PRIOR 'T"EIVED Io F,( 1­ _)OTING fNSPECTION L FFP 5 2013 EL. 29.SO' 5 0200ro ,51" LU CITYOFTIGARD ff BUILDING DIVISION 5'-112 TSIDEWALK - --Ta2. TL5 Address shall be posted DECIDUOUS SCREEN TREE: •EL. 22 1 and visible from street, T KATSURA TREE 30.00 11001 1 01 2 1-3 1 28' 3111, BUILDING 06 2 DECIDUOUS ORNAMENTAL TREE: (6TI;MET TREES) LOT T 4131 V - FLOWERING DOGWOOD LO 033 -*'* B * LOT LOT 032 lu .* --I Approved plans - EASTERN RED15UD q TRACT ul D n 1 I shall be on job site. ul r.>ECIDUOUS/IEVEI;;i13REEN ORNAMENTAL SHRUBS: z - OREGON GRAPE - FLOWERING CURRANT - 5ERVICEBERRY EL. - 5NCW5ERRY 30,00' - GULF GREEN RAPHIOLEPOIS CONNECT SIIDEWL<5 - BUSH CINQUEFOIL = TO EXISTING - CEANOTHUS ORNAMENTAL GRASSES IN OPEN AREAS WITHOUT DEVELOPMENT City of Tigard Erosion Control TREES OR SHRUBS To Schedule Inspections: Call (503) 639-4175 PERENNIAL: 01 0100 z initial inspection- DAYLILY Ln EEL. Rior to footing Inspection °z 29.ElO F Final inspection: 1,00, L. = �Prior to final building inspw ti 14' 30,00, "V LOT 4 30.00' G 5,W, e2rd A E1',,1UF= CONNECT 4 REVIEWED FOR ✓ SIDEWALKS TO ff) CODE COMPLIANCE HALL BLVD. BUILDING S tP FIRE TRUCK 0 %91 II II// nk L 0213 ACCESS ONLY LOT -1 L *26 LOT 5 CONNECT C" DEW LL _CT AL 5L K H1,=4 FIRE C1 EL. -4 30.0011 - -4 5'-011 SIDEWALK ------ 0200ro15111 W T f r 1.0 C\U CONTROL FENCE L. J\_(4 < 30.0 AVENUE EROSION (WHERE REaURED) 5TONE PROJECT cv EL. 30.00, SIGN z ADA RAM 5'-0" SIDEWALK . . . . . . 5'x,5' GAZEBO W/ 5' 5. 0" 1 EWAL 30.00, • 5ENCH UNDER 82.81' LOT ial-011 TYP. LOT TfRACT TYP. L LOT2.18 11E 11 .3 Ln I lu CWS TRACT 0 0 LO OT BOUNDRY LOT IL — ALL SlrDEWAI K5 .:.: . w (NON STEET 51DE) co #4 LOT CO TO BE 41-01, WIDE-: #10 Ln T v01 (TYPICAL) r . . . . . . . q OT R:J 1 LOT t- %TfR4�T w t 022 C, LOT 1-1 . . . . . . LO n -14 - .'. 11 1•_7 11 LOT w2I LOT LOT LOT r . TRACT #2 #14 LO 7 TIGAI�,i�) ,411 020 C OT LOT W/ LOT . . . . . . . T 51111NIS35 4 PLAY ISI LOT 5TRUCTURE ...... OT LIJ/ fl� * LOT :C BARK CH11=5 ------ - --- Permil N1 1111)"I: IL I VINYL FENCE TO RUN I L ALONG TRACT "All V-6 BUILDING BUILDING FROM PROPERTY LINE -EL L. *2 BUILDING #4 L CONNECT SIDEWALKS T EXISTING DEVELOPMENT THE PERMIT APPLICATION PROVIDE (1) 4" A56 STORM THE PERMIT AFFLIG,4TION SEWER To STREET MAIN (EACH ;tvl-a' — 00161 qtl;15- 15 FOR BUILDING *13 ONL�T- UNIT) THE CIVIL ENGINEERING HAS BEEN COMPLETED �4'�-r ;),g 1_,)� 16 15 FOIR BUILDING *13 ONL"r PROVIDE (1) 411 PVC SANITARY AND APPROVED ON THIS PROJECT AND THE ov qq-%l SEWER TO STREET MAIN (EACH UTILITIES PAVEMENT ARE IN PLACE Pe,i-,:� - oc, 16,?, UNIT) 9il-35 . SITE PLAN PROVIDE (P I" PVC WATER LINE THERE ARE (4) BUILDING TYPES AND (4) '2 012 - 00 16 90137 5vj q.;Ilvp lqve' To METER AT CURB SCALE: I " =20' (EACH UNIT) MASTER PLANS FOR REVIEW BY THE CITY N157" �fif2 _ 001657 '5W qeAN'' ft%ic. MONTAGE ROWHOMES m s'r ;,c, 16r, DATE= 1/29/13 TIGARD, OREGON NORTH 5PEE7 NO. 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T Os11a�� �si�s•1.'r7 ♦ ♦ ♦ ♦ ♦ o��. i ■ ■ r�1.7� �,.�rrril ■ ■ �r}�r�.rr1 S�Ir���l ■ ■ ^��5� L��r�. ■ ■ ■ ��Ir irel Llal�..l.•.1� ra ® ��® �la� � 0 0 ♦ ♦ ♦ ♦ ♦ ?�si��l Isr�r FNS Y NOTES: DOORS ROOF / CEILINGS RECESSED LIGHTING FIXTURES q '` 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„-k 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 4 INCHES OF 1. TYPE 1C RATED, MANUFACTURED WITH NO PENETRATIONS BETWEEN THE 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 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 THE THERMAL TRANSFER CHARACTERISTICS OF INSULATED DOORS SHALL VENTS ARE INSTALLED, BAFFLING OF THE VENT OPENINGS SHALL BE SHALL BE SEALED. .Fti 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 E283 WITH NO MORE THAN Vol ` OF THE INSULATION. BAFFLES SHALL BE RIGID MATERIAL RESISTANT TO 2.0 CFM AIR MOVEMENT FROM THE CONDITIONED SPACE TO THE CEILING WIND DRIVEN MOISTURE. WHEN FEASIBLE, THE BAFFLES SHALL BE CAVITY AT 1.57 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 t EXTENDING INWARD, TOA POINT SIX INCHES VERTICALLY ABOVE THE LIGHTINGFIXTURE SHALL BE SEALED. LED. HEIGHT OF NONCOMFRESSED INSULATION, AN 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 IN ROOF / CEILINGS WITHOUT AN ATTIC SPACE ABOVE SUCH AS GROUND ASSEMBLY MANUFACTURED FOR THAT PURPOSE. FLOOR ENTRIES TO 2ND FLOOR UNITS, APPROVED VAPOR BARRIER HAVING A 0.5-PERM CUP RATING OR LESS SHALL BE INSTALLED ON THE 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. ly 12 12 om on- 12 36 36 A14 14 18 Ala @ @ 13 SIMPLANK- Ll PLANK- LAP SIDING LAP SIDING N N 35 - - 35 A14 A14 @ 18 18 A13 A13 18 13 �4 aP m LDA 7E: 4/17/13 Li If CULTERED STONE 1 WINDOW "U" VALUES 68.5 SQ. FT. OF GLAZING TO 1 WINDOW "U" VALUES (NO STONE ATSTREET END SELEVATION, =LOWER � UPPER FLR. = 035 MEET MIN. REQUIREMENTS OF itLOWER � UPPER FLR. 035 NON-STREET FACE 11 SCALE 1/4 _ V-011 MAIN FLOOR = 0.30 68 S.F.FOR GROUND FLOOR SCALE : 1/4" _ V-0 MAIN FLOOR = 030 FACADE) OF 15 OVERLAP JOIST'S AND NAIL TOGETHER UJ/ (3) trod NAILS 0 I A 'Y pav wk: STRAPS: ® = SIMPSON "MST37 VERTICAL STEEL STRAP r2/6" tYP X- 0 SIMPSON "MSt48" VERTICAL STEEL STRAP GYP. 5D. = SIMPSON "MST60" VERTICAL STEEL SCRAP 2xIO'S Q I6 O.C. HOLD-DOWNS: Q - SIMPSON "HTT4" HOLD-DOWN W/ SIMPSON 5_1/6'x`15" CSL. BM. "SST5I6L" ANCHOR BOLT PROVIDE DOUBLE STUDS At EACH SCRAP AND "Htt4" HOLD-DOWN JOISTS A = SfMPSON "HDQB-SDS3" HOLD-DOWN W/ C SIMPSON "SST528" ANCHOR BOLT A10 A2 SCALE: 1-1/2" = 1'-0" PROVIDE 4x6 END STUDS AT ALL "HDQS-SDS3" HOLD-DOWNS A10 102I-oil 13 -0 3 -8 131-411 -4 3 -all13 -0 13 -0 -4 3 -a 13 -4 3 -S 131-011 1. 10'-2" 2'-10" 10'-2" 3'-2" 2'-10" 101-611 2'-6" 10'-6" 440 4.0 31_511 '-10" 'If) -10"IfJ61_6 1 31_a11 '-10" 2'-6" 1'-11" I�_9�l 6 _611 0 .40 /'-6" 61-6„ 6._6 I._c 2�_�11 '-10" '_10" �'-0" 6 _611 '-10" '-10" 41_011 6�_6„ SPECIAL PLYWOOD g 'C7 fp J41 If 4 If S�/ NAILING TYPE "B" L E WACIA LINE OF WALL ABOVE — — — — — — — — — — — — — — ——— — — — — — — — — — — STRAP DE 3/0x5/0 S.H. / (2) 1/0x5/0 15 3/0x5/0 S.H. / l2) 1/0x5/0 ATO UNIT W/ I FXD. (MULL TOGETHER) ,a,12 FXD. (MULL TOGETHER) C14ST3� 0 0 0 0 0 0 v @ @ \� S \� I � _L INE of W LL ABOVE _ _ _ _ LINE OF W L ABOVE_ 29 -' \i0+ I -' \iU+ I iX 15 — — —3/0x5/0 S.H. / (2) 1/0x5/O 3/0x5/0 S.H. / (2) 1/0x5/0— — — 14 '¢ �' I @ �' I @ Al2 FXD. (MULL TOGET ER) Al2 FXD. (MULL TOGETHER) ::. X :. X @ O D D B O O D ::. .................... @ �� - _ = STRAP DECK 8-0 CLG. \ ::t:::: ............. .................... I cn I cn @ �\ @ 912 !8 TO UNIT W/ 11 _ CLG. \ ROOM - a \� - - - - -- - - - - - - - - :ER5 �' LINE OF WA L ABOVE L LL BMST3�9/10 x 12/6 �ro 01 I �,\ � I .y\ 3/0x5/0 S.H. / (2) 1/0x5/0 15 3/0x5/0 $W. / (2) I/ /06 ENDcr1 9/8 x 1216 15 _' FXD. (MULL TOGET ER) Al2 FXD. (MULL TOGETH ) I UDS TYP. -� ::. ................ ::. ... 0 0 Q 0 0 0 Al2 x @ @ nt I �/ = 18 N ?i = 60z + �4 A13 1Y +6 i SPECIAL PLYWOOD 1/2 PLYWOOD ONE SIDE 8-0 CLG. 8-0 CLG. :.: ( s% 40 NAILING TYPE "B" _ CONTINUOUSLY INSTALLED._ ABOVE AND BELOW ALL x 9'-2" OsD. ,_ „ OsD. I\OOMOOM OPENINGS, tYP. `�' 2/6x /8 9 6 2/6x S 12/2 x 15/6 12/2 x 15/6 0 x w BEARING WALL BEARING WALL i `Q= I _ 8'-6" cLG. ``� I 9'-ID" CLG. N 2/6x6/8 Q 2/6x6/8 Q � 5E D ROOM ?�.{. I "`t 5E D ROOM N " cv sD. i1 „ cv $D• Al2 Q 15 Q 6� N - S' 61 9/10 x 12/6 ' 2 -6 3, 2„ 2 -6 as Ail sD 8 I c�1 9/10 x 12/6 8 I cn ::. 61 - - �� CLR. 3 2 :. 15 ... 2/6x6/8 2/6x6/8 .••••••••••••.•••••• @ e .... Al2 ::. : � 2, 4„ 6,_�„ 6,_�„ 2,_4„ Af ' o o \� o o _ ::. INN .................... .. @ N.B. IL 9 D_ 0 ,v.8 cv c, 1 �� Q ; Q Q 1/4" STE Q Q 3'-2" 2/6x6/8 I I 2/6x6/8 3 -2 DOOR I DBL. m BL. I �- IDC 5 IDx6/8 BI-PASS 5/IDx6/8 BI-PAS DCI 'aa 9'-10" .aa g,_6„ /6x6/8 BEARING WALL •aeo 2 x6/8 BEARING WALL .. Zx6S 6S I 2x65 6S I .� I _ _ I11% A 1/2" PLYWOOD ONE SIDE I 1/2" PLYWOOD ONE SIDE I Dr I — I Qr 11 ,aa0 3'-2" CONTINUOUSLY INSTALLED_ = I CONTINUOUSLY INSTALLED- = I + -' SSRR -' �' �t 2/6x6/8 2/6x6/8 A10 ABOVE AND BELOW ALL cA ABOVE AND BELOW ALL cA = 3'-2" - OPENINGS, TYP. I I OPENINGS, TYP. I I 0- `�' r' 8'-6" CLG. r' � ARING WALL WALL @ �`' 2 _6 2 _6 al v Q QQ OEARING Q CLR. �3 CLR. 3 7 i 6' co GARAGE I GARAGE 1 I I DBL. DBL. DBL. BL. 16/4 x 18/8 I 2x6' 2x6'S 2x6'S 6'S I DC _ �, 16/2 x 18/8 I I-- A3 I I— I 1/2" PLYWOOD ONE SIDE 1/2" PLYWOOD ONE SIDE I to ��� ° o '� ° :: - - - - BEAM ABOVE - - - - - - - - -- - BEAM ABOVE - - - CONTfNUOUSLY INSTALLED_ CONTINUOUSLY INSTALLED—ABOVE AND BELOW ALL ABOVE AND BELOW ALL = I e I ( � OPENINGS, TYP. OPENINGS, TYP. `Q I I1/4110EP 8'-6" CLG. 8'-6" CLG. ( I I Loj m BEARING WALL Q I DOOR DBLARING W L m Q ', x SEISMIC BRACE W.N. 5 SEISMIC BRACE W.H. 5 I I GARAGE DBL. DBL. DBL. 2x6 S 0 A AS ll! A AS lU 16/4 x 18/8 16/4 x 18/8 I I 2x6' 2x6'8 11/2" PLYWOOD ONE SIDE 2x6'8 GAL.G GAL. G �� I 1 I I 1/2 PLYWOOD ONE SIDE I I CONTIN OUSLY INSTALLED_ ::. ELEVATE 18 ABOVE g�EAVBATE 18 ABOVE I A3 I I = I I ABOVE AND BELOW ALL SLAB CONtfNUOUSLY fNSTALLED_ - - - - - - - - - - - - - - �1 - - - - _BE_AM ABOVE - - - - - - - - - - BEAM ABOVE - - - I I ABOVE AND BELOW ALL I IOPEN IN S TYPOPENINI TYP. . V-0" CLG. ( _ 9'-6" - @ SEISMIC BRACE W.H. 50 SEISMIC BRACE W.N. 5 I GARAGE GARAGE r 16/2 x 18/8 1 @ LI w GAL. GAS GAL. GAS Lu I 16/4 x 18/8 I A3 o I \ / I o U ELEVATE 18" ABOVE ELEVATE 16" ABOVE U BEAM ABOVE 5_1/Sxlrp GLB_ — 1/2" PLYWOOD ONE SIDE 4x6 END X I I X SLAB SLAB - - - - - - - - - - - - - - - - - - - - - - CONTINUOUSLY INSTALLED._ STUDS, I - - - - - - - - - � - - - - - - - - � ABOVE AND BELOW ALL \\ // I I \ OPENINGS, TYP. LL MAX. 8" HIGH cA I \ / I I \ / N i N FOUNDATION STEM I / 6/0x /0 0- . E I / 8/0x7/0 O.H. \ I LEC. , \ / \ / SEISMIC BRACE W.N. 50 SEISMIC BRACE W.N. 50 WALLS GARAGE, TYP. / GARAGE OR. PAN / GARAGE DR. — \ ANEL U1/(..� @ I \\ // I I \\ // (�/}.� >u GAL.CTAS lU GAL.GRAS �'w O I X I I X r o ELEVATE 18" ABOVE ELEVATE 18" ABOVE 0 31 15 I 1 �/_011\ I I /11'_ 11 I S�$ - - - - - -- - -� SLAB - - - - - - -� m� SPECIAL PLYWOOD Al I Al2 I ELEC. /11 N lo, N\ / \ = I \\ // I I \ // I 1v NAILING TYPE "A" - - - - - INN- - - - - - - - - - � - - --LINE OF WALL ROVE - - -- _j LL METER 1 I \ / I I ELEC. EL C. / \ I I / 8/0xwo O.H. \ I ELEC - I _ METER PANE I / GARAGE DR. \ / GARAGE DR. \ EL U1/N I \\ // I U1/}-{ I — - - - - - — — - - - - - - - o I \ / I o I \ / I \4 I X X 4x6 END MAX. 6" HIGH @ I 15 %1NE H.B. 15 n1 '/0"\STUDS TY FOUNDATION STEM Al2 Al2 I WALLS im GARAGE, TYP. L — — — OF WALL—ABOVE — — — — — — — — — — LINE OF WALL ABOVE — — JMETERELEC. ELEC. I / 8/0x�/ID O.H. \ I I S 0x�/ O.H. \ I I AN I METER PANE / GARAGE DR. \ GARAGE DR. \ 15 - - -LINE OF DECK OVE- - - - - - - - - - - -LINE OF DECK A OVE- - - - - - - - - Al2 - - - - - - - I- - - - - - I — — L — O - -- - - I SPECIAL PLYWOO LINE —WAL ABOVE — — I NAILING TYPE "A" ELEC. ELEC. METER METER 15 I - Al2 15 ( 0 —LINE DECK ABOVE LINE OF DECK ROVE i - - - - - - - LINE OF DECKABOVE - - - - - - - - - - - LINE OF ECKABOVEPk - - - - C31-411 SQUARE FOOTAGE (EA. UNIT): t 6'-011 13 -011 8'-0" a'_all J'-4" 8'-/r" s'-011 a'-a" ��_�t�� Q'_0" 151_0ll Q1-011 YLJ/ S[/ SL/ SL/ `* V V LOWER FLOOR: 312 SQ. FT. MAIN FLOOR: 100 SQ.FT. r6WEE7 NO; 16'-a" 11'-�" 16'-a" 11'-�" 1�'-0" UPPER FLOOR: 100 SQ. FT. TOTAL: 1112 SQ. FT. 33'-a" 341-011 341-411 110, 1021-011 t 00fR ���� In WINDOW "U" VALUES IN 3 1 ST LOWER 4 UPPER FLR. = 035 SCALE : 1/4" = V-011 11 MAIN FLOOR = 0.30 O� 1� SIMPSON LSSU26 OR EQ. N 6 1UPPER FLOOR PLYWD. RISERS (HGT 7 MAX.). - STEP 5ACK 611 f ;4 A ' SYSTEM PER PLAN ti FIREPLACE � � HEADROOM HEADROOM IREPLACE _ 1 Ar- RAIL W/ 2 X 2 BALUSTERS - 4" 1'-0" MAX. OPEN'Gc (OR EQ. PER CODE). 01 30" TO 38" VERT. FROM TREAD NOSING CAT LEAST ONE SIDE OF STAIR ). IF AT OPEN SIDE OF , STAIR MIN RAIL HGT. TO BE 34" STRAPS: ® = SIMPSON "MST31" VERTICAL STEEL STRAP FIREFLACE.IDETA VERT. FROM TREAD NOSING. p = SIMPSON "MST48" VERTICAL STEEL STRAP SCALE 1411 = 1'_Oil t P ® = SIMPSON 111"IST60" VERTICAL STEEL STRAP 1-1/S" PLYWOOD TREADS HOLD-DOWNS: Q : SIMPSON "HTT4" HOLD-DOWN W/ SIMPSON "SST5I6L" ANCHOR BOLT PROVIDE DOUBLE STUDS AT EACH STRAP AND "HTT4" HOLD-DOWN Q = SIMPSON "HDQ6-5DS3" HOLD-DOWN W/ C (3) 1-1/2"X24" PLYWOO 2X4 5140E SIMPSON "SST528" ANCHOR BOLT STRINGERS (GLUE 4 �� �� A10 .410 SCREW g 12" O.C. STANDASTA119 SECTION PROVIDE 4x6 END STUDS AT ALL HDQB-SD83 HOLD-DOWNS 102'-0" SCALE: 1/2" 1'-01 1 -Z 13'-0" If& 3'-10" IF& 13'-2" 00 4'-2" 3'-10" 13'-0" 13'-0" 4'-2" rip 3'-10" 13'-211 3'-10" 13'-0" 6'-6" 6'-�" 6'-�" 6'-6" (0'-6" 6'-6" 6'-6" 6'-�" If e 3/8x6/0 FXD. W/ - 3/8x6/0 FXD. W/ p (2) 2/04/0 S.H. p 0 p (2) 2/0x /O S.H. p 1 C14 �: - 11 I 1 ONE_H OUR 1 ............ ....... ............ ....... .................. e Al 1 e cv FIREWALL PER TABLE 302.1, TYP. 1"1'-0" 1�'-0" 3/8x6/0 FXD. W/ 3/8x6/0 FXD. W/ .�{ A% 3 0 p (2) 2/0x /0 S.H. 00 (2) 2/0x /0 S.H. p S ' '' VONE-HOUR `4 't`,�6,, 1cn RAISE FIRE PLACERAISE FIRE PLACE - _ ' FIREWALL PER 11 �' '`� 8 _ ONE-HOUR ONE-HOUR HEARTH TH 12 W I T IN HEARTH 12 W/BUILT IN E R E R /BU L � � 1 ... .. ... ... cp NICHE ABOVE FIREPLACE, � TABLE 302.1, TYP.NICHE ABOVE FIREPLACE, '4 N `' FIREWALL PER FIREWALL PER REFER TO DETAIL ABOVE �,S, ' . REFER TO DETAIL ABOVE >,S, ' . TABLE 302.1, TYP. TABLE 302.1, TYP. -. DIRECT-VENT GAS F.P. 15 DIRECT-VENT GAS F.P. 17'-0" 1�'-0" 3/8x6/0 FXD. W/ 3/8x6/0 FXD. W/ W U.L. LISTED INSTALL PER U.L. LISTED INSTALL PER fi � Q (2)2/0x /0 S.N. p (2)2/0x /0 S.H. p }- MFG. SPECS. (TYP.) MFG. SPECS. (TYP.) Q RAISE FIRE PLACE RAISE FIRE PLAC �4 .� - - h Lu " - HEARTH 12 W/BUILT-IN HEARTH 12 W/BUILT 1N �r ..11. 1• 1 _ e " �?` FIREPLACE, NICHE ABOVE FIREPLACE e 9-0 CLG. NICHE ABOVE BEPL E, � 1� .. :•:. ... Al2 N ... .. ' LIVING RM. _ REFER TO DETAIL ABOVE REFER TO DETAIL A50VE >,y v. .. ................... ................ ...... ..................... ......... �' 16/2 x 19/2 9'-0" CLG. DIRECT-VENT GAS F.P. DIRECT-VENT GAS F.P. 28 LIVING RM. h U.L. LISTED INSTALL PER h U.L. LISTED INSTALL PER ,�.�► ,e; _ A14 MFG. SPECS. (TYP.) MFG. SPECS. (TYP.) �i�Q �. RAISE FIRE PLACE �Q p. RAISE FIRE PLACE m 16/4 x 16/4 HEARTH 12" W/BUILT-IN ,� HEARTH 12" W/BUILT-IN ' x\ NICHE ABOVE FIREPLACE, (P NICHE ABOVE FIREPLACE, "� � f 9'-0" CLG. 9'-0" GLG. �,`� REFER TO DETAIL ABOVE �y` REFER TO DETAIL ABOVE rL L_ I I NG Rl�. L. I V I NG RM. DIRECT-VENT GAS F.P. DIRECT-VENT GAS F.P. OPEN 3'-�" 211 O OPEN 31_611 16/4 x 16/4 16/4 x 16/4 U.L. LISTED INSTALL PER U.L. LISTED INSTALL PER > ly RAILING — — — sD. — — RAILING MFG. SPECS. (TYP.) MFG. SPECS. (TYP.) BEAM ABOVE — tu 1 0 h 1 11 15 8 -10 OOD.-' 0- — m (L 1_ 11 OPEN 3'-(Oil 9'-0" CLG. Al2 V-0" CLG. N 2x6) I-S - WALLARCO' 3 6 OPEN I 11 - - — RAILING O - - 6 S . u _ — sn. D RAILING I/2 PLYWOOD ONE SIDE � .:: — — ;: .: LIVING RM- BEAM ABOVE BEAM ABOVE CONTINUOUSLY INSTALLED_ © © ,� - - - - - - - - - - _ _ - - - - - - - - - - - 16/4 x 16/4 16/2 x 19/2 .. ........ ABOVE AND BELOW ALL — — — - - - - - - - - - - �; - - - - - - -- - - - - � � - - _ TYP. - _ OPENINGS, 11 OPEJ 0 0 0 0 �fi 9 I PROVIDE D I N I NG RM. °- _ 11 OPEN 31_ 11 0 3 6 A ct) VENTILATION _ _IN OOPEN _ I G:oD 12/10 x 12/2 RA LoFOR COOKTOP y ga• RAILING A10 1 1 SINK W/ - - - - - - - - - - - _ — — — BEAM BO VE x ° DISP 9'-0" CLG. .r cq KIS. Ix D.U1. 12/8 x 10/6 0 - -. 4,�_q,ll �- -. 9'-0" CLG. 9'-0" CLG. ' ' OSD. 8'-1011 1 . en ARCH x6 I . WA _ N M, — 2 .B LL _ INI G INING M. 15 R -- _ � R AMA - BE ROVE - - - p -- - - - - - - - - - - - - - - p — = 12/10 x 12/0 Al2 12/10 x 12/0 = - - - _ N N 11 1 1 9 1 - BE 1 11 - 1 su. sn. 3 0 m m © 1"IN. = N I - �r I 00 °° L 1 _ I 1 3'-6" 1 ``� 1 .41-411 S'-l0" 8'-10" 41-411 9'-0" CLG. VENTILATION Dc= ::. n 34"x16" DUCT 1 _ ~ _ _ FOR COOKTOP ° .. ............ ..................... DINING R • `' 1 12/10 x 12/2 OPENING x i 1 x i - - - 1 i 1 1 i p EAM A YE BEAM ABOVE L1 9 9'-0" CLG.S DISP/ ° 0 :. - - - - -�,ATihIG�l� - - - - - - -•EAT!IgG BAR- - - - - - i :; :....................... O O KIT. _(Y PROVIDE 34"x16" DUCT I •a•8 ap• �, r 1/2" PLYWOOD ONE SIDE w 1 �� = 0 0 0 0 = 1 3'_611 12/8 x 10/6 D.W. CONTINUOUSLY INSTALLED- VENTILATION VENTILATION = OPENING RE 1 3 -6 I I .b. � � _ �- I ABOVE AND BELOW ALL „ RE FOR GOOKTOP � F} I I N.u1 9 -0 CLG. _ ( _� = I I �- SINK W/ SINK W/ �r I 1 z 0 - p — BEAM ABOVE — — — — — — — —1 1 OPENINGS, TYP. ED ININC-1: 1�'I. 1 © o r 1� 1 1 I$P — - -- - - - - - - - - - - - - - - - - - - - - - 4 R D ISP D O I I BEAM AB VE e 1 11 1 I I O Ail I - 11 9-0 LG. _ I I 15^ 08 • sD. 9 -2" I rn 13/0 x 10/6 ( _ _ 9 �9 I � Al . . ................. I 1 _ I -0 1 I MINK 1 TC N 1 —rp PROVIDE PROVIDE = cA-- ' (1 I 1 INK W/ 11/10 x 1 /10 Ll I 1 VENTILATION I I VENTILATION _� ' D I SP D.W. x FOR COOKT OP FOR COOKTOP -' :.: x 1 ............... ................ .. ............................. ............. ................ :. o N o c 0 = /.. _ DUCT ... ... .. L Pj W.H. o ©I© ©I© � r .... .. I � 34"x16'1 LE FLUE I 9'-0" CLG. 1 I 9'-0" CLG. I 2x4 x dJ 1 x OPENING 0 o FURRED - .. .. ... .. ... .. .. ... .. ... :. ... ... .. ... .. . N .. ... .. ... .. .. ... ... .. . ... ... .. ... F- KITCHE ° © © ° KITCHEN �� ALL ... .............................. ............................... ..................... ... . ........... ............................. W .......... ........................ p p O 3/0x 6 S.H. p 1 10/10 x 12/8 I 1 10/10 x 12/8 1 a 34"x16" DUC 11 W �4 I o 1 V-0" CLG. Y 6/0x6/10 S D.GL. DR /0 / OPENING _ OVIDE x6 10 SLD.GL. DR _ PR W/FXD. TRA S. TO 8'-0" g FXD. TRA S. TO 8'-0" 4 ,d 1 1 1 :... 2EF. VENC I LAt IONF 0 w 1 I i = _ 1 _ DINING RM. /0 3/ ;: 1 •� 1r FOR COOKTOP ° © 1 b 13/0 x 10/6 TWO-HOUR MIN. 0 LLEN]" 0 I I 9 A 1 :: LINEN ::: _ °36" ABOVE DECKSS H. 9 -0 LG. g11 1 cn N e I '� N 1 �K 11"C N 0 PER 83022.2 _ 1 MIN. w 1 TWO ouR _ w I _ ... . ...................... ................. ..................... ...................... �/ cA CK DECK FIRE ALL t0 MIN. O O 6/0x6/10 s D.GL. DRO O 6/0x6/10 S D.GL. D O '� 1 O 11/10 x 1 /10 SINK W 1 1 Q 36" 5OVE DEC W/ FXD. TRA S. TO 8'-0" W/ FXD. TRA S. TO 8'-0" •U!�•W- DISP PER 02.2.2 1 o J - W.H. ............ TWO-HOUR 0 r FLUE 9 MIN. 39)" RAILING, TYP. MIN. 36" RAILING, TYP. FIREWALL TO MIN. TWO-HO 36 ABOVE DECK FIREWAL t0 MI . "' PER 830222 36" A CK 3/0x3 S.H. O O O DECK �O� / x /1 S .G . C K 0 6 0 D L DR :. PER 83 2.22 /0x6/10 SL GL. DR W/ t l A. UNIT): DECK 1 1 SQUARE FOOTAGE E 1 FXD. TRANS TO 8-0" W/ FXD. TRA S. TO 8-0 TWO-HOUR LOWER FLOOR: 312 SQ. FT. FIREWALL TO MIN. MAIN FLOOR: '100 SQ.FT. M N. 36" RAILING, TY MIN, 36" RAILING, TY 36" ABOVE DECK UPPER FLOOR: X00 SQ. Ft. PER 8302.22 TOTAL: 1'112 SQ.FT. CK 11 " WINDOW U VALUES D L CK LOWER 4 UPPER FLR. = 035 MAIN FLOOR = 030 �A TE: 411�11.3 1 11 1 11 1 11 11 11 11 1_ 11 MIN. 6" RAILING, TYP. MIN. 36" RAILING, TYP. PEE7 NO. 10 V-411 6 �'-0" �'-0" 4'-4•" 6'-0" 3'-6" 2'-10" 11'-2" 11'-2" 2'-10" 3'-6" 6'-0" 4'-411 -11_011 1_011 In 01 14'-0" 2'-10" 13'-10" 3'-2" 3'-2" 14'-0" 14'-0" 2'-10" 3'-611 13'-l0" 2'-10" 14'-0" 41 102'-0" 5UILDING3 NO LOLAY UT •PROVIDE 2x10 SOLID BLOCKING 1rj 5CALE 1/4" = 11_/��1 UNDER ALL PARTITIONS f u ° lGp rtfiEG v, r U STRAPS: ® = SIMPSON "MST37 VERTICAL STEEL STRAP Q = SIMPSON "MST48" VERTICAL STEEL STRAP ® = SIMPSON "MST60" VERTICAL STEEL STRAP HOLD-DOWNS: Q In SIMPSON "HTT4" HOLD-DOWN W/ SIMPSON ILA- "SSMI&L" ANCHOR BOLT PROVIDE DOUBLE STUDS AT EACH STRAP AND "HTT4" HOLD-DOWN B C A10 A10 Q3 = SIMPSON "HDQB-SDS3" HOLD-DOWN W/ ]z SIMPSON "SST528" ANCHOR BOLT PROVIDE 4x6 END STUDS AT ALL "HDQ8-SDS3" HOLD-DOWNS 1021-011 1/2" PLYWOOD ONE SIDE 13'-011 3'-10" 13'-2" 4'-2" A& 3'-10" 13'-0" 74 13'-0" 4'-2" A& 3'-10" 13'-2" A& 3'-10" 13'-0" CONTINUOUSLY INSTALLED_ ABOVE AND BELOW ALL 6'-6" C? ro 6'-11" 6'-�" 6'-6" 6'-6" 6'-6" 440 6'-6" 6'-7" 6'--1" 6'-6" OPENINGS, TYP. (2) 3/0 /0 S.H. (2) 3/0 /0 S.H. ® (MULL T ETHER) ® ® (MULL t ETHER) 0 ONE-HOUR 0 FIREWALL PER — — —GIRDER TRUSS ABOVE ® — —GIRDER TRUSS ABOVE — — ® c� ® TABLE 302.1, TYP. N — — — — — — — — —— — — — — — — — — — —_ __ _ — — — — = 0 ONE-HOUR _ (2) 3/0x5/0 S.H. (2) 3/0x5/0 S.H. FIREWALL PER ® (MULL T ETHER) (MULL T ETHER) N* TABLE 302.1, TYP. ONE-HOUR -ONE-HOUR 0 �t -0II i1 -0 FIREWALL PER FIREWALL LL PER GIRDER TRUSS ABOVE —— — — — —GIRDER TRUSS ABOVE — — — ® ® TABLE 302.1, TYP. TABLE 302.1, TYP. cv _ S-ID CLG. 8-0 CLG. = Al2 = l2) / /0 S.W. l2) 3/0 /0 S.H. II 30 n n - - n 1 I1 - ..... .. ..... ............ I I t I I 7777 .. .....................::. MAS��fi� 5UITE I � � M����� &UITE.�� i - c"N cv _ _ 11 0 0 ® (MULL T ETHER) ® ® (MULL T ETHE ) 16/2 x 14/8 i!1 idl 16/2 x 14/8 b (N.I.C. HALL) = (N.I.C. HALL) 0 a 1 1-I -0" ® ®: — — — GIRDER TRUSS ABOVE — — — ® cv ® GIRDER TRUSS ABOVE 3'-10" 3'-10" 9'-211 �'-0" '-10" 15 - - - - - - -- - - -- - - - Al2 V-0" CLG. V-0" CLG. 1/2" PLYWOOD ONE SIDE ::7777. ................ MAS I ER 6U I TE MASTER 5th I I E a CONTINUOUSLY INSTALLED_ d S R d SSR 1�'-0" 1�'-0" ABOVE AND BELOW ALL 1 - — — � — — � 16/2 x 14/8 16/2 x 14/8 = (N.I.C. HALL) b (N.I.C. HALL) OPENINGS, TYP. P I I.B.P• I 0 (n I II I II131-211 I II151-211 I II i II - � W\� ItY �\� ItK 3 -6 � -� 9 -2 9 -2 � -0 .31-101115 � 0 _n + 0 + VI 1 I I 0 N .�U. , I x %�) :. :. ................... .. MA6TE R SUITEM46TER SUITE 2 �� 'd SLOPE I I� II SLOPE I SSR d d 15 ... ................. 2x6 WALL FOR - FLOOR 2 _6 2x6 WALL FOR - FLOOR — — — — 16/2 x 14/S 16/2 x 14/8 r 1 (N.I.C. HA ) Al2 LL CLP, PLUMBIINCs '� � FOR I CLP. PLUMBIING �4 •: FOR I N � I.B.P. I.B.P. /y. N ,�{{ (N.I.C. HALL) 2/6x6/8 O �. \ - J 5'-6" SA. 1L I ?/s \v I 3'-6" tt'-411 g'-211 b I_611 41_211 9'-411 _ = 2/6x6/8 Cil-2 0 S 7 � I I .,, cA cv R �- 0 0 sIF 0 :•:: . • ........ ..:. 3/0x5/0 .:. .:.......... ...�. 1/2" :. SH :.. �s SH ?tee PLYWOOD ONE SIDE SLOPE '¢ '¢ : SLOPE SSR d S<R d CONTINUOUSLY fNSTALLED_ D +s D +s I FLOOR a1 2x6 WALL FOR 2'-6" 2'-�0" L 2x6 WALL FOR -� FLOOR I r — — r — — ABOVE AND BELOW ALL FOR X PLUMBIING CLP. CLP. PLUMBIING D.x ::: FOR I 1.B.P. I I.B.P. = OPENI S, TYP. _ z L .acme — — UAL ............................................... .. �- 2/6x6/8 2/6x6/8 � � J � `� 5/0 TUB W/o W +ip\� 5/0 TUB W/o W +tp\� x5/ID 3/0x5/0 ::. ..................................... .. .................... @ @ SHWR. ry\�i X� SHWR. :: ry\tv Z 3 iq� :: SHWR. SHW �� 3 — — = e x SLOPE 0 _' `�Q i4 W A� D p s-1- A� '� 2x6 WALL FOR 2x6 WALL FOR c : .............. ..7.7.7.7::7777. ., , \�0+� sFLOOR A - 2'-6' FLOOR � - M 2'-6' - c) 8 ( to PLUMBIING I PLU BIING - PROVIDE METAL TRAY PROVIDE METAL TRAY • �- 0 FOR w C I �4. C cN, UNDER WASHER MACHINE \Qi - UNDER WASHER MACHINE \q! LP. FOR LR. ::. x _ X _ _ 8D. 9 +� Z L — — acme 2/6x6/8 L — — 2/6x6/8 0 .......................................... 5 I 6 II a ° - q� �, ::::: a \� �� - e '1► - 'b - — s — 3/0'x5/0 3/0x5/0 ........................7777. ::............................... ............................. :............................... ..I. W o5/0 TUB W/ 5/0 TUB W/o W +tU r `V SHWR. SHWR. 7 �i SHWR. SHWR. �, 3'-8 3'- 0" _' = 3' 6�' Z� s, \ 3 I I I I A� _ _ �4 _ �4 - - tD 3 �0 2 6 2 6 z z t LINEN LINEN o _� IY �4 �4 + D + D X. CABINET CABINET tL .. PROVIDE METAL TRAY PROVIDE METAL TRAY ::. _� .. '$ ?mss UNDER WASHER MACHINE UNDER WASHER MACHINE \� $ "' z-B ... ............................. .......................... /\ /\ Y 5I0 TUB W/ v 5/0 TUB W/ FIX" 6 0 6 I I tD t# �t W W I1 I I — + o 0 ti\ 5 -10 -6 ry\ ................ 3�_ II ,� SHWR. SH Q _ �4 '_ '� SO Z 2 zir 28 77SD qj O R •. LINENLINEN o �: � tY �� .• :::will -. �� � � 14 �0 Sp. +t0 CABINET CABINET �- :: PROVIDE METAL TRAY .. .. p,a PROVIDE METAL TRAY CLG. \� I $ �� UNDER WASHER MACHINE - •ae �� UNDER WASHER MACHINE �+ 8 ID cLG. 'OOM a _ _ s+ _ s+ a 0O OM I <t I \/ z _ s. ° _ s IS) N 15 s tt �t 14/0 x 9/6 - ( �A N _ O I ::. 0 13/10 x 9/6 �4 ?mss I Al2 ��s I 3'-10" 5'-10" 5'-1011 31_611 ry\ 31_ II = 3 _ _ Ln e 11 a 11 8 I ( •cm8 SD. o L INEN o LINEN �r 8 i I I � rn a s t0 CABINET CABINET .. ............. ® GIRDER TRUSS A DVE ::::::::.: GIRDER TRUSS ABOVE - - ry\� .. ..... ............. 7777.. - - - - - - - - - - - ® - - - - - - - - - - - - - _ _ .B.P. .... ............ �101 8 ' .. . ............... `; � /\ d s+ d I - 14/0 x 9/6 15 14/0 x 9/6 - I s 9 I I 1 I I II II II 11 I I ::. .. ... .. .. ... .. ... ... \� Al2 �� z 3 -10 5 -10 :: z 3 -10 2 -S 3 -4 N 0 I s+ I11 (2) 3/0 5/ -� t0+ 6, o 0 S.H. l2) 3/0 5/0 S.H. � I i I .� •cme � 0 ry 8 I _ (MULL TOGETHER) (MULL TOGETHER) s+6 9'-ID" CLCD. 6+s _cme0 �' IlkGIRDER TRUSS ABOVE GIRDER TRUSS ABOVE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — _ _ _ _ _ _ — WI �� _ 5ED OOM �� = V-0" CLG- ....... _ ONE-HOUR ONE-HOUR ® ' c '"F I '¢ WE 14/ID x 9/6 w I tt 0 FIREWALL PER FIREWALL PER BOOM ON HOUR 13/10 x 9/6 cv TABLE 302.1, TYP. TABLE 302.1, TY n \ \ 0 1 I FIREWALL PER I +� - ((! ip (2) 3/0)(5/0 S.W. (2) 3/0)5/0 S.H. \ I \ 'd- TABLE 302.1 TY 0 ti ti 1 (MULL TOGETHER) (MULL TOGETHER) �`' GIRDER TRUSS ABO GIRDER TRUSS ABOVE .............. .............. 7777. .. 7777. ONE-HOUR ® - ® FIREWALL PER c Al 0 c TABLE 302.1, TYP. �, iv (2) 3/0 5/0 S.H. (2) 3/0,,(5/0 S.H. I 11 I 11 1 11 I 11 1-011 1 11 1-011 I 11 ' 11 (MULL T ETHE ) , 11 '11-011 (MULL TOGETHER) , 11 II � -0 � -0 6 -I1 6 -11 -0 � -0 6 -il 6 -11 � -0 1/2 PLYWOOD ONE SIDE CONTINUOUSLY INSTALLED_ ABOVE AND BELOW ALL 14'-0" 2'-1011 13'-10" 3'-2" 3'-2" 14'-0" 14'-0" 2'-10" 3'-6" 13'-10" 2'-10" 14'-0" OPENINGS, TYP. 01 ;11DATE 4/17/13 1021-011 01 SQUARE FOOTAGE (EA. UNIT): WINDOW "U" VALUES = 035, TYP. LOWER FLOOR: 312 SQ.FT. MAIN FLOOR: 100 SQ. FT. • UPPER FLOOR: 100 SQ. FT. IL IN 3 THIRD LLAYOUT TOTAL: 1112 SQ. Ft. SCALE 1/411 = 11_/Ti) OF 1✓ a r EGON OE L%211' * USE 5ASIC RADON PROTECTION METHOD HOLD-DOWNS: Q = SIMPSON "Htt4" HOLD-DOWN W/ SIMPSON RADON BARRIER SHOULD BE LAID WITHIN THE FLOOR "687516L" ANCHOR BOLT CONSTRUCTION AND LINKED TO THE DAMP PROOF COURSE LAID PROVIDE DOUBLE STUDS AT EACH STRAP AND "HTT4" HOLD-DOWN WITHIN THE WALLS OF THE DWELLING. THE JOINTS MUST BE SEALED AND ANY PENETRATIONS THROUGH THE FLOOR SHOULD BE C O = BIMPSON "HDQB-SD83" HOLD-DOWN W/ $ AVOIDED OR IF THEY MUST OCCUR THEY MUST BE EFFECTIVELY SIMPSON "SSTB28" ANCHOR BOLT x410 SEALED. ADDITIONALLY,GAS SHOULD BE PREVENTED FROM A10 ENTERING VIA THE CAVITY BY THE PROVISION OF A CAVITY TRAY. PROVIDE 4x6 END STUDS At ALL "NDQ8-SDS3" HOLD-DOWNS 4'-4" 3'-8" 13'-0" 13'-0" 4'-4" 3'-8" 13'-4" 3'-8" 13'-0" w� �z ,O �} 5 �w 9 11 8 `l w � o�-. - - �- - - -�- � �- -- - - - - �-- moo � w�(� - �r ~• :♦ :moi' �;a••• ;,: '•. •.�,:� :,�I'• �•: •••'• — I ,: •a•• ��:.~• •�'.ti •�.. •�• — — , •♦. _' ,s .•i i •., •_ •• iii—y ,f 6x6 POST ON 6x6 POST O :;'. I--- 111 d 24 X24 XI2 24"X2411)'1211 lu .4 . �z I I --f*- _ - I CONC. FTG. CONC. FTG. I___ - - I 11 = J ,z I I �- - - - - - - - - - — ' - - - - - - - - - %9 Lu _ :x•• I I R-15 RIGID fNBUL,, �L � .� -•I-0 -I �d - EXTERIOR AND GARAGEI I - •. I = } I FACING WALLS ONLY, TY ,:• • :: ,., ..:4: :.ti • ! I I I 4" CONC. SLAB ON 6" COMPACTED } I I - - - - - - - - - - - - - • r- - - -•- _ 5 = 1 w ` I 11 Lu L 1 • • Ul GRANULAR FILL ON 6 MIL I I - -� 6x6 P08t ON 1 6x6 POST 6x6 t �- - I 4 CONC. SLAB ON 6 COMPACTED POS O I P ED � I � •.• V i ,- u n u • VISQUEEN VAPOR BARRIER 2411X2411>02111 24 X24 X12 I I I _ 5 _1 GRANULAR FILL ON 6 MIL I :•: :�'` - •.� .°: I �• 24"X24"X12" ••• :,,;:,t;;;:•• � •..•:;: _ cn I V18QUEEN VAPOR BARRIER - I LONG, FTG. CONC. FTG. I ( GONG. FTG. I I I I �- - - - - I I @ - - - �- - - - - -� -' 1l -1- - - - - - - - — - - � -1 • I I '.:�' I R-15 RIGID INSUL,, R-15 RIGID INSUL I 1 . I EXTERIOR AND GARAGE I I EXTERIOR AND GARAGE ( I •"' "'' :`. ;.:;r:.,=:;::: - I '' .;' .: .':H . . 1 i;'. :. ; :_ . .� 7 I 0 FACING WA •. I �� G LLS ONLY TYP. FACING A 1 CGW S NYTY I LL ONLY, P. _ I 17 0 1� _0 i I 6x6 POST ON 6x6 POSt O r• - J :� 6x6 POST ON 6x6 POST O I I I I ,t'' I I ••+�;-,: <R: .; ,• I 24"X24"X12" 1 24"X24"X12" I '•• .,•,• •..• ,..,:•!�,',: " I 24"X24"X12" 24"X24"X121' I r. I I 4" CONC. SLAB ON 6" COMPACTED I I 4" CONC. BLAB ON 6" COMPACTED CONC. FTG. 11 CONC. FTG. I t. - - -•-J CONC. FTG. CONC.FTG. I •* I THICKENED SLA I GRANULAR FILL ON 6 MI I Fly. ��� :• .: B I :• L I •• • I GRANULAR FILL ON 6 MIL • I :�:' - - - - - - - - - _ - - - I - - - - - - - - -- - - - :;' I VISQUEEN VAPOR BARRIER I I VISQUEEN VAPOR BARRIER I •� I 10'-6" I I �� I •y I I •y —8" I 0" 1 I'-0" r 1 I'-0" 1�'-0" 4x6 POST - I �� �� cn I I R-15 RIGID INSUL., g - I , : ON 18x18xi2 �o -9 = ' 6 -9 I I "U R-15 RIGID INSUL_, I I i I EXTERIOR AND GARAGE CONC. FTG. I EXTERIOR AND GARAGE 4 CONC. SLAB ON 6 COMPACTED I FACING WALLS ONLY, TYP. I I I 4x4 POST I I 4x4 POST - ( '�.: I FACING WALLS ONLY, TYP. I I GRANULAR FILL ON 6 MIL I L - - - -- - - - - - - - - - - - J L - - - - - - - :�, I r - - ON 30x30x12 1 ON 30x30x12 I VISQUEEN VAPOR BARRIER I I CONC. FT6 ,CONC.FTG. I I I I 4" CONC. SLAB ON 6" COMPACTED I I I • C D B I I GRANULAR FILL ON 6 MIL I I I ••Y cin � I •'' - - - - -- - - - �- - - - - - - -� �- - - - - - - - -� -- - - - - - -� - L - - J I L - - � VISQUEEN VAPOR BARRIER (2) 4x6 POST I I ON 36x36x12 I I I I _ I r CONC. FTG. T T 1 I I I- r I 1/4" t0 6" STEP 1/4" TO 6" SCEP I I 5 4?A :•� PIN DOOR DEPENDENT -- - - - - - - � � - - - - - - D •B C D ,410 RDEPE DEN DOOR DEPENDENT = I - - - - - - - - - - - � I - - - - - - - - - - - - I �- - - - - - - 8 - - - - - '� ON SLOPE PE 11 ,n , I I ON SLOPE , I ..,. - s' -:r- •• .. .. ,• -,' . .• I 10 -(o 4x6 POST �� I - 9 -8 r ON 18x18x12 I r I THICKENED •B• .C •D B - - - nn n _ I `tel � � •�� � CONC.FTG. I I _ I I m i• m I - 3 8 ..'.� 6� R 15 RIGID ENSU . I ..' D L, 1 1 I I I _ I `� I _ EXTERIOR AND GARAGE I I SIM. 4x6 POST ``� 4x4 POST Ln 1/4 TO 6 STEP 1/4 TO 6 STEP I `':: FACING WALLS ONLY, TYP. I I 11 w I I DOOR DEPENDENT DOOR DEPENDENT ,J' (- - - - - - - - - - - - - - - - - _J L - - - - - - - - - _ _ - - _ - - � , ON 30x30x12 I ;: I 5 c{1 I I I I � ON 30x30x12 I w - _ I I I Q- I I ON SLOPE 5 ON SLOPE - I - O CONC.FTG. I I O GONG.FTG. 11 1 J.^ •3. 11 .: ' I .` '.,4 .S`.'.'. ,�• r '.•:• .,' ai'L••.• ••'• li !••• r" r, •• • .L..: w•{•. ., :y'•..' •4• 0 VJ •� L - - J N L _T_ J c- -D LA5. - - - —c. D a - I I I � m I I y I I I 4" CONC. SLAB ON 6" COMP tED w 4x6 POS it 1/4" TO 6" SCEP GRANULAR FILL ON 6 MI I I _ - w I I ON 30x30x12 - - -I I = DOOR DEPENDENT I :°= I 1/4" t0 6" SCEP •� I 4" CONC. SLAB ON 6" COMPACTED VISQUEEN VAPOR BARRI I ° 'f I r 4x6 POST �- I I J CONC. FTG. '�. I ON SLOPE I 5 DOOR DEPENDENT • I I GRANULAR FILL ON 6 MIL ( I I .�' I I ON 30x30x12 O c� I I I I 1 11 ON SLOPE I I I I I I I y I r I SIM. I � I VISQUEEN VAPOR BARRIER I ''•. I = I t I I CONC. FTG. I :. „ :'• L _ _ J I -j I I I I 13'-s" I :; I I y• I I I 3'-8" ( I _ _ 4x6 POST _ I I 4x6 POST _ I I f ON 30x30x12 I- - - ON 30x30x12 I •' I I ELECTRICAL �, ELECTRICAL I I 4 C C. SLAB ON 6 COMPACTED 4 CONC, SLAB ON 6" COMP TED I GONG.FTG. w 4x6 POST '� I CONC,FTG. I STUB UP STU UP RANULAR FILL ON 6 MIL I :' I GRANULAR FILL ON 6 MIL I I I Q ON 18xi8x12 ( I I , I I I I I I VI QUEEN VAPOR BARRIER I I VISQUEEN VAPOR BARRIE 11: I I I CONC. FTG. I I 6x6 POST g 6x6 POST ON 3 1- 11 I I 6x6 POST ON 6x6 POST ON 31 11 I I I I I I L - - J =I': I L - - J I 24"X24"XI2" 11 24"X24"X12" I 24"X24"XI2" 24"X24"X12" I = I ;�: I cn f 13'-8" I CONC,FTG, - - - CONC.FTG. - CONC, FTG_ - - - CONC.FTG. I .. ,- BLOCK OUT .• BLOCK OUT I I ( I 4" CONC. BLAB ON 6" COMPACTED I FOR 6/0 DR I GRANULAR FILL ON 6 MIL I ` '' FOR 8/0 ` $�- - - $- -� - - - - --- - � - $ - - --- - - - - �-- �� I ELECTRI L I � I EL CtRICAL ( I 4" CONC. SLAB ON 6" COMPACTED STUB UP •' STUB UPVISQUEEN VAPOR BARRIER I I _ •I: I *• I GRANULAR FILL ON 6 MIL x6 POST ON i 6x6 POST O I = VISQUEEN VAPOR BARRIER I I 0 3 4"X24"X12" 8 I I 24"X24"X12" 3 3 I � I I Ir ONC. FTG. LONG. FTG. •I' 16"X16"X12" - - , .,�. BLOCK OUT •. y ., „ ;. BLOCK OUT •'. I I ;' I I y I x • I I CONC. FtG. I ( = FOR 8/0 DR -., `' s FOR 8/0 DR j' • I ELECTRIC L I ELECTRICAL `; MAX. 8" HIGH �' ( - �- - - - - - - - - - � - -- - - - - �- - � - T I I t I I I FOUNDATION STEM 1 n n STUB UP STUB UP - - I <' I @ ELEC. ELEC. 131411I I WALLS GARAGE, TYP. - I � �� x6 POST ON 6x6 POST ON I METER I I METER - I 4"X24"X12" I 24"X24"X12" I ONG.FTG. LONG. FTG. 11 �•, I ( .:� I •`•, . f:.�;:' -- - - •_ •�• __ BLOCK OUT - - - - I I BLOCK out FOR 8/0 DR :.�. �..... :. FOR 8/0 DR :•.,....:,;. I = I I e ��� I I I ,. I � I I ELEC- I I ELEC. METER METERS I I I I •�� I ; I 0 1 •�, I 1 5 11 I I I Ir: I I .: I I _ •. I I •.: I �j� �0Ilk �z O o w wd NW �w w w 0)A 7'E: x/17/13 y 4'-0" 8'-0" 5'-0" 4'-011 8'-0" 4'-8" 5'-4" 8'-0" 4'-0" 4'-0" 8'-0" 4'-8" 5'-4" 8'-0" 4'-0" 5'-0" 8'-0" 4'-0" VPEE! !X O: If lit In 01 ` 33'-8" 341-011 , 341-411 1021-011 5ULID ING 3 FOUNDATION : R-15 RIGID INSUL.,FLAN EXTERIOR AND GARAGE SCALE : 1 /4" = I,_oii FACING WALLS ONLY, TYP. O� 1� y DA ,a STRAPS: ® - SIMPSON "MST31" VERTICAL STEEL STRAP ' Q = SIMPSON "MST48" VERTICAL STEEL STRAP * USE BASIC RADON PROTECTION METHOD ® = SIMPSON "MSt60" VERTICAL STEEL STRAP RADON BARRIER SHOULD BE LAID WITHIN THE FLOOR CONSTRUCTION AND LINKED TO THE DAMP PROOF COURSE LAID HOLD-DOWNS: Q = SIMPSON "HTT4" HOLD-DOWN W/ SIMPSON WITHIN THE WALLS OF THE DWELLING. THE JOINTS MUST BE SEALED "SST5I6L" ANCHOR BOLT AND ANY PENETRATIONS THROUGH THE FLOOR SHOULD BE AVOIDED OR IF THEY MUST OCCUR THEY MUST BE EFFECTIVELY PROVIDE DOUBLE STUDS AT EACH STRAP AND "HTT4" HOLD-DOWN SEALED. ADDITIONALLY,GAS SHOULD BE PREVENTED FROM = SIMPSON "HDQS-SDS3" HOLD-DOWN W/ ENTERING VIA THE CAVITY BY THE PROVISION OF A CAVITY TRAY. O SIMPSON "SST528" ANCHOR BOLT RUN JOISTS PROVIDE 4x6 END STUDS At ALL "HDQ8-SDS3" HOLD-DOWNS t3 PERPENDICULAR IN ,410 THIS AREA FOR MECH., TYP. 32 e 9 INE W L O LINE OF WALL ABOVE Z z C RUN JOISTS I _� q ,410 PERPENDICULAR IN U O x10 DR. Q — Q 10 DR. Q U — THIS AREA FOR ® MECH., TYP. I I I I I I I I I I I I I I I I 1 1 32 14 4x8 HD 4x HD — INE OF WALL ABOVE — — — - - LINE .OF WALL ABOVE — ez oz "o x10 HD O O x10 D O U — RUN JOISTS 32 a PERPENDICULAR IN THIS 29 AREA FOR MECH., TYP. g STRAP DECK ' A14 I I I I I I I I I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 x8 DR. 4x8 HD — 14 LINE OF WALL ABOVE 9 — — —IN — L O — TO 731 W/ IO OI — — FF 4x1 HD — 4x1 HD 23 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1x8 1 1 1 1 1 1 1 D xs I I 1 1 1 1 1 1 1 DR. R.• 4x6 END G,, �p 244 STUDS, TYP. + I I I gyp' BE RIN WA CA L. J T. L. J T. I I - s l I I I I I I I I I I �� I I I I 24 I I I I I I I1 4A POSE I I I 4 �; 4 I I I ,3 3: c k POT ST = 4x4 x4 4x4 4x4 LK' L111 L11 cr OST OS OS PO ET 11 40 B . 4 10 M. I 1 1 1 1 4 10 BE RIN WA L 4 10 M,ro 4x12 M. I I I I I II I I I N ' BM. I I +% BE RI WAL ,�x6 1 �x6 1 � F o �sr .c sus f OST OST k x6 k 1/2" PLYWOOD ONE SIDE �p OST POS B ARI W LL CONTINUOUSLY INSTALLED- \511 I G W ABOVE AND BELOW ALL Lai 4A 1 OPENINGS, TYP. A10 0� II ST IR ,�'� I St IR x 0 B 10 A -1 0 al M baL.LST. St. -1 L - W L� toI 4A B G B R Ax6 ry 1 I Q I I I I I I I t o POS OST k x6 k OST k 6x6 A3 4x6 4x6 4x6 1 LK'G POST Poer PO _ PO S I 6+ �Q �I I Q EAR G LL I R S . J T. BL. J T. ct) �, N R 4 0 B 4 10 � II II L I-� .� �s� ���., -� I EL 1 4Ab I 4xb E R NG WALL o I I I I I I I I'�' I I I I I I Ir I I o f I I I I I I I I I I I I I dol I m POS POS . JST. DBL. JST. OA3 ST POS 1 I-'. "p DBL. JST. -1/ x15 L. B _ 5-/8x1 GL. — DBL. JST. I U-1 �s� L I �sjrs o f r I I I I I I la I I I I I I I 14x 4x6 I I I I I I o -� m I I I I I I POSTPOS 4x6 ell1 OST 4x 4x6 A3 6x6 N Q I 1 �� (' J OST OST 5 s POST S vS,ITYP III I I SIMPSON U28 HANGERS ON 2x8 P.T. LEDGER, 1 1 5-17'Sx131GL. $M. I 1 1 1 I 15-1/$x13 LRM. I I @ s 0 DBL. JST. . In TYP. * ALL UNITS _ . JSTIO = O SPE IAL PLY 00 0 x g NAI ING YPE "A" POT I OS P011 1.INE OF WALL ROVE — — 1 — INE WALL BOVE � I I I I I I I I I I I I � IL. STRAP DEC 5I-1/8x1IIGL. BM. 5-1/ x13 TO UNIT W/ I 1 1 m I 1 "MST31" I ?k8 ?k8 x6 4x x6 x6 D 29 Jo �?4, -r I ST oS oS c�St I I I I s 4 6 ED UDS TY A14 I I I I PC, Trs I I I I I I"c L — — — — — — — — — — — LIN OF WA L AB eE LINE WALL ABO I STRAP DECK 0 UNIT I I I I I I 5'I/Sxk GLI BM.I I I I I I 15-1113 AL. B . I I " ST3111 W/ ?kg ?k8 4x6 - - — — - -- I I ?.�,I•T�✓ r sI I I I I I ?4,I-T��' I I I — — — — — —4 SPE IAL PLY 4x 4x14 F. P.t. BM. 14 F. St O NAI NG PE 79k, I _1 — cv <7 S s4x —T d u LINE OF DECK ABOVE 4x4 LINE OF DECK ABOVE I LIN OF W LLA VE LIN OF V LL ABOVE POST I 1 ?k8 �?4, -T ✓O I 4x14 F. P.t. BM. 4x14 F. P.T. BM. O — — e — LINE OF DECK ABOVE LINE OF DECK ABOVE4x4 4x4 I POST POST 1 1 I E.)A T" 4/1'7/13 I SWEE7 NO., 4x14 F. P.T. BM. I 4x14 F. P.T. BM. LINE OF DECK ABOVE — LINE OF DECK ABOVE 4x4 4x4 POST POST NOTE: MIN. HDR SIZE TO Br= 4x12, UN.O. 51JILDING FRAMING SCALE : 1/4" = 1'-0" OF 1.5 WW,D AR S A 1583 m STRAPS: = SIMPSON "M5T37 VERTICAL STEEL STRAP • USE BASIC RADON PROTECTION METHOD O • 51MPSON "M5T48" VERTICAL STEEL STRAP RADON BARRIER SHOULD BE LAID WITHIN THE FLOOR -- CONSTRUCTION AND LINKED TO THE DAMP PROOF COURSE LAID 11 ♦ • SIMP50N "MST60" VERTICAL STEEL 5TRAP 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 HOLD-DOWNS: Q - 51MP5ON "HTT4" HOLD-DOWN W/ SIMPSON SEALED. ADDITIONALLY, GAS SHOULD BE PREVENTED FROM 119ST516L" ANCHOR BOLT ENTERING VIA THE CAVITY B7 THE PROVISION OF A CAVITY TRAY. l !3 PROVIDE DOUBLE STUDS AT EACH STRAP AND "HTT4" HOLD-DOWN rGo0 • SIMPSON "HDCQ8-5D53" HOLD-DOWN W/ ivy SIMPSON "557528" ANCHOR BOLI ��� PROVIDE 4x6 END STUDS AT ALL "HDQ5-5DS3" HOLD-DOUINS r ` 1� �r'��i✓ �,.� 1/2" PLYWOOD ONE SIDE -� � CONTINUOUSLY INSTALLED_ Ei ABOVE AND BELOW ALL OPENINGS, 77P. yAI0 O 4x12 R OO x12 DR O 410 {� ONE-HOUR FIREWALL PER TABLE 302.1, TYP. I I I I I I I I I I I I I I I I I I LH E HOUF O 4xII HD II II II II 0 0 II II II II 4x12 II DR II II II I O IRE ALL PE I ONE-HOUR I I I I I I I OE- OUR I I I 6 1I/2" PLYWOOD ONE NE SI IDE AB E 3 2.1, RRTUAE ID O- TABLE 302.1, TYP. TABLE 302.1, TYP. A50VEAND BELOW ALL OPENINGS, TYP. O 4xI HO O 1 D Q 4x ° + dd1 !� ¢ LK' I OS I I I I fo I I I I I I I RLOP FLCPOR TH� _I I I 51/8x13 GL.I5M. I I EA FOR STAI CL _ _ d LOF1 FL OR TN 5LOF E FL OR INT I k I FOf T I I A FOR 57AI CL RE FO 5TA R C R. � I I 4x6 4x6 g x 5L0 E F 00 INT I x I K' OST P05 — I sT �r4 I o 05 RE FO 5T IR R 05 x6 II II I II II 4x6 1/2" PLYWOOD ONE SIDE I I I I I I I I ' x1 I I I I I I I I I 4x1 B TOSTI I I5-1/r3,c15 JL. 5A" I_ I I_ 15-I/8x15 C�L_EA`f. IPOSIf _ LOP FL OR TH ` f CONTINUOUSLY INSTALLED._ ABOVE AND BELOW ALL I I - I I I I R OPENINGS, TYP. , REA FOR 57AI GL 4x 4x ' x4 I K' . OST I I I LK G. A r I P05Cfl OS x6 I A10 0 I Im M. _ 4x0 B rpo571 1 5LI/8x19 GLIBM.I I I I I I I I I I I — — SOP FLo R IN rHl ST IR 0 S7 IR A AOR TAI CL I I - � k 4TO PO OST POS ,, T m POST 10 P 5 1/8x GL BM. xb L 4x6 5- /8x1 GL. M. \ P ST L 4x 4x 6x6 p• 7A 10 M. I I I I I I I I 4x10 5M. I I I I I I 1 I qg I (oaq I I I \; 5T IR WELI I TAI r Q q Q \ x \ x rG 5-I/ 15 L. B _ 5-I/ x15 L. B EL I _ �� I I I I I I I I I I I I I I I I I I Ilp t o 4k,I I Iry^�`I I I I I I I I I I I I I I 4x 4x bx h BL. JOIE O LK' — = LK' Al BL. J015 POT r�+ 5- /8x1 GL. M. OST POS 5-I/ x15 L. B OST v1 _ _ +/ _ 4x 5t, x10 M. `e X I I I I I I I I I I I I I I I I I I x Im I I I � ��'s I I I I m l Im I I � I qg I I I I I I I I I I I I I I I I I I s 4x[24j 4x1 BM 412_5 . I O O O 32 O O I I Al 10 B I I I I I I I I I I I I I I I I I I 10 5 TWO-HOUR FIREWALL TO MIN. — I I I I v1 36 ABOVE DECK TT z PER 830222 x12 M. 4 12 13 1 TWO-HOUR 32 O O O L__E__ FIREWALL TO MIN. O O O I I I I I I I I I I I I I I I I I 36" ABOVE DECK Al PER 830222 TWO-HOUR I e FIREWALL TO MIN. TWO-HOUR ---L][ 4)12 5 4x10 BM. x12 M. 36" ABOVE DECK FIREWALL TO MI I PER 830222 36" ABOVE DECK O O O O O O PER R30222 32 Al 1/2" PLYWOOD ONE SIDE CONTINUOUSLY INSTALLED- F�)A7E. 4117113 ABOVE AND BELOW ALL TWO-HOUR OPENINGS, TYP. OWEET NO: FIREWALL TO MIN, 36" ABOVE DECK PER 830222 NOTE: MIN. HDR SIZE TO 5E 4x12, U.N.O. L n 5U. LrDING 3 THIRD FLOOR FRAMING 0 SCALE 1/4" = 1'-O" OF Ir✓ �q � - - - - - - - - - - - - D.S. D.s. '� `ABG(' -.0/12 8/12►_ 9n7 °— ny_ II — — — — — — — — — — — — — — — — D.S. r. Y a=ten I IL I I �nz enz2 en2I �} 8/12 2 ~2 I , I spy n r I I I I I I I I I 4'-0" 4'_K/" I MIN. MIN. mi 4 .O I 5/12 ElMIN. L4'-O" 11 El El } } 1 I I MIN Ill, I I '-0" MIN. I I � „ I � ROOFING NOTES: El 1:1 1:1 El 4 -0 INSTALL (20) I MIN, AF50 ROOF JACKS (OR EQ.) '-O" MIN- -O" MIN. /101 50 SQ. IN. NET FREE VENT. EQ. 40 EAVES El El A. UPPER ROOF 4002 SQ. FT (20) ROOF JACKS O" MIN. 0l (AT VAULTED SPACES EA. RAFT, SPACE MUST HAVE AN I 1 I I I 1 1 SAVE VENT. a RIDGE RAFTS. MUST BE NOTCHED o TOP NEAR RIDGE W/ 1 1/2" DEEP BY 2" LONG NOTCH FOR FLOW I 1 1 1 THROUGH BETWEEN VAULTED RAFTS. AND OUT ROOF JACK en2 en2 I 8/12 5112 Int 1n2 �1 °� EAVES - 12" UNLESS OTHERWISE NOTED. RAKES - 12" UNLESS OTHERWISE NOTED. 1 I D.S. - - - - - - - - - - - - - - - - L — I ROOFPITGHASSHOWV D.S. D.S. I D.S - - - - - - - - - - - - �eA2 B/�21 �n2 6y2 ROOF PLAN- � I D.S. L — OO� I � f—�tl � D.S L - - - - - - - - -� - - - - - - - - 1 D. \ S. D.S. B SCALE: 1/S"=1'-(D" AI0 102'-0" 1/2" PLYWOOD ONE SIDE13'-O" 3'-10" 13'-2" 4'-2" 3'-10" 13'-0" 13'-0" 4'-2" 3'-10" 13'-2" 3'-10" 13'-0" CONTINUOUSLY INSTALLED_ ABOVE AND BELOW ALL OPENINGS, TYP. C H HD 410 ONE-HOUR � — — FIREWALL PER GIRDER TRUSS - _ _ GIRDER SS TABLE 302.1, TYP. N�HO R IREIllA PER ABLE 02.1, 61 H2?- H2?- 8/12 8/12 8112 X8/12r► — — — — — — — — — — 0 ONE-HOUR ONE-HOUR ^ FIREWALL PER FIREWALL PER I!I1f \\µ 1 GIRDER TRUSS— — — — — CsIRDER TRUSS— — — TABLE 302.1, TYP. CABLE 302,1, TYP. I FI R — HE F- 8/12 I I I I 1 8/12 I I I I I GIRDS TRUSS - - - - - GIRDER TRUSS - - - - - // T _ _ — — — r - - - - - - - - - - - - - - - - IIIA u 1v a 11 I 1 1 I I I 1 I — 81�1� 8 r I I 11 I I 8/121 1 8/1A _ I I 1 I I I I I _ I I I L I I I I I I 1 Q — — 4'-0114' 0" 10 -LO 1 1 K4 A) Roo: I I I8/12 I I I I I I FF�� ENET TIONS 1THIN I I I I I I I I I I I I I I PART WALL 1 4'10111 _7)ll1 I 1 � N MIN ROOF I Am 3/12 G IGKET P NETRAAk IONS THIN 14' " OF ARTY ALL I I I A N, I I I I REC,�'D I I I 1 1 10 P W I I I I I I I I I I I AI0 — '-0 .. 4' 0 - 8/12 A� PEN OOF TRAYFN60-4IN — 8/12 z ---LL N, 3/12 DTIC 7 4'-0' OF P tY W LL ENET TIONS ITHIN Q'D I I df 1 1 1 1 1 1 _ " �f )P I 1 I 0 PART WALL - I N 1 o a 13 I 1 1 I 1 I I I I I I I I I I N I 1 1 I I I I I I I I I I I 1 1 I 1 1 1 1 I 8/12 — N 1 air 1 m N r N I 8/12 8/12 NO qfA5LE ONON = C E FAC DE CslrEFtSS— _1 G RDE BUSS I _ _ — — — — — — — — — — — — — — H = — H1 _—I-1/12 1 1 1 1 1/12 1 1 1 1 I 1 I Al I I I � GI ER t SS_ 7— — — — — GI ER SS— ONE-HOUR I I W12 I q/12 I 1 1 I 1 1 15/12 1 18/12 t 1 FIREWALL PER FIREWALL PER I'-0" TYP. TABLE 302.1, TYP. CABLE 302.1, TYP. R 1O.H. PSRBLE 02.11 T R14E-HO RUSS — I— — GIRD R RU S ONE-HOUR - - - - - - - - - - - - - - - - - - _ _ — _ _ — — _ _ — _ _ — = DATE: 4117113 L FIREWALL PER TABLE 302.1, TYP. H N H Sl-IFFY NO: 141_0" V-10" 131_10" V-2" 3'-2" 28'_0" 2'-10" 3'-6" 13'-10" V-10" 14'_0" ���jy' I ( r�I/�, 102'-0" �/U I LID1I ` G 3 ROOF FRAMING` G LA I OUT NOTE: MIN. HDR SIZE TO BE 4x12, U.N.O. SCALE : 1/4" = 1'-011 O� I✓ =� f M E ul 7, Y 12 IL TRU SES PI R MAN IFACTU MR I I R-38 INSUL. Q CEILING 1 11 R- INSU � CE I INC R-38 INSUL. � CEILING 1 07 I1/211 GYFI. 5ATW F H i I BD. 36 A14 HALL HALL. _ HALL 5ATH BATH HALL = W.I.C. HALL 5ATH = W.I.C. HALL ATH _ B � 0 0 m (P 01 (PIt a� . 1 1 I 3/4" T4G PLYWOOD SLUE SCREW t0 JOISTS 0 16" O 2s MOM mom- mom wk I i L STAIR 1 I R-21 INSUL. WELL S�fR I 1/2" GYP. EXTERIOR WALLS W LL BD. 0 TYP. a FIRE 9 10 III WALLSAil All S AIR = STAIR STAIR = STAIR = • KITCHEN0 LL 0 B WELL WELL 0 WELL 0 DINING RM. @ DINING RM. DINING RM. LIVING RM. LIVING RM. I wk 3/4" T4G PLYWOOD GLUE # I I 3/4" T4G PLYWOOD GLUE 4 SCREW TO JOISTS 16" O.G. SCREW TO JOISTS g 16"1 O.C.1 �►� STAIR II II II WELL �I--�---I� S7�4I R W LL S AIR - - STAIR STAIR = STAIR GARAGE LL 0 WELL WELL WELL - 0*1 A ,� G R GE HALL 5,4TH m HALL BAT{-( 0 ALL MALL 4" CONC. / SLABLl ul . 11 A 4" CONC.u ul SL B All 34 All 2 A14 � � All A14 CROSS SECTION 14 SCALE : 1/411 = 11-011 12 till- I! I I 12 tRUSSES P1 R MANUFACTURER �ro \ TRUSSES P R MANUFACTURER \ / USE BASIC RADON PROTECTION MITI-IOD \ / \ I / 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 \ / R-38 INSUL. 0 CEILING �— 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 *66 R-38 INSUL. g CEILING " 1 ENTERING VIA THE CAVITY BY THE PROVISION OF A CAVITY TRAY. ` 1/2" GYP. - 1/2" GYP. BD. R-21 INSUL. � DROOM W.I.C. BD. -� 36 EXTERIOR WALLS _ A14 18 0 BEDROOM A13 - �p SLOPE FLOOR TO MAINTAIN 6'=8" 5EDROOM 5ATH UTIL ITY BA 1-I 5EDROOtl HEAD CLR. a 0) STAIRS (16) 1-1/2" RISERS 4 ) 10" 3/4" T4G PLYWOOD GLUE d TREADS 1-1/8" O ON 2x12 RUNNERS g 16" .C. W/ SCREW TO JOISTS g 16" O.C. HANDRAIL MEET CODE R-21 INSUL. 0 IlkEXTERIOR WALLS 3/4" T4G PLYWOOD GLUE 4 SCREW TO JOISTS 0 16" O.C. 3 IU X 5/8" TYPE 'X' O 1/2" GYP. EXTERIOR GYP. BD g ^dl W 1 BD, CANTILEVERS, TYP. DINING @ ( A13 11 LIVING RM. LIVING RM. DINING KITC N PRE-FINISHED 3/4 DIA. ALUMINUM PIPES VERTICALS a 4" O.C. 3/ " T4G PLYWOOD GLUE 4TIMBERTEX DECKING W TO JOISTS a 16 O.C. 3/4" T4G PLYWOOD GLUE 4 SCEEW TO JOISTS a 16" O.C. (14) 1-13/16" RISE 4 (13) 10" 5/8" TYPE 'X' TREADS 1-1/8" ON 2x12 EXTERIOR GYP. BD 0 RUNNERS 0 O.C. W/ CANTILEVERS, TYP. @ HANDRAI O MEET CODE 5/8" TYPE 'X' EXTERIOR GYP. BD � CANTILEVERS, TYP. 31 GARAGE A14 m BED OM GARAGE 4" GONG. � � SLAB Al2 4" CONC. k ivSLAB DA TE: 4/1x/13 A11 C9055 CTION r SCALE 1/4" _ 1'-0" CROSS S SCALE 1/4" = 1'-0" OF 15 Y BUILDING PAPER, LAP CENTER WALL OVER D OVER FLASHING4�� �,�� 1 f �1='ROPE Rt,r' L f N S Imo. *p, X11 - SIDING OVER SHEATHING 1" AIRSPACE CLEAR METAL FLASHING BLOCK WALLS, FIRS a � PLACE CONTBEAD BLOCK � 10'-0" O.G. 1� T�'P- 2-RR. . R-1� INSULATION fi� Z. VERT. PARTY WALL A55EMBLY 01= SEALANT UNUNDERROI 5LAB ON GRADS lie FLASHING 2X P.T. PLATS q MIN. UNIT N UNIT ® CULTURED STONE 0 2 2 tu 2 �o SILL „ FLASHING BLKG. BETWEEN SLOPE GRADE AWAY _ 1" MIN. d STUDSR FROM BUILDING FASTENERS L III—III—I I I I III � a ;. _. .•. • .:.::r.. :..r, ;.,.:......r,..: -1 I I—I I—I I { III _III I I -III—I I �--i*.:•r'f'•._•>.,:yf _ v,:: . ' r: .x:, ' SAND —III III—I — � — METAL ANCHOR I,—, I III . MIL.. VAPORI III III—III—III—III 10 MIL. VAPOR 1— i_,;,I BARRIER I I _ BARRIER z NOMINAL 2" SAND COMPACTED CULTURED STONE IV CONCRETE v FOUNDATION FILL ° a " FTG, COMPACTED FILL WALL v ° DRAIN DBL. SCUDS a leo" O.C. BUILDING PAPER OVER v SEE STRUCTURAL � O . SHEATHING UNDER AT CULTURED STONE SIDING TRIM 4 BRICK �° � ° SEE STRUCTURAL° 1=0R FOOTING SIZE � v (NO INSULATION CULTURED STONE . 0 v " FOR FOOTING SIZE AND REBAR J. GARAGE) v . AND fi��BA1`' 1" MIN, AIR SPACE2 XTERIOR 2 t NWALL FOOTING ANCHOR TO DBL. 2X�o All SOLE: 1-1/2" = 1'-0" All SCALE: 1-1/2" - 1'-0" STUDS 1�" O.C. MAX. - CORRUGATED FASTEN Q EA. DBL. METAL TIE STUD UJ/ MIN. OF (2) I/fro" DIA. X 4" LAGPOST PER PLAN CENTER WALL OVER SCREWS COMMON PROPERTY LINE FLASHING 4" 4" 10 SIMPSON 1=5 POST 5A5E IF 1" AIRSPACE CLEAR /1�" ST L ? TREATED WOOD, SIMPSON BETWEEN I,UALLS, 1=1R HEIGHT VARIES 2 (o SUPPORT ANGLE PBS POST BSE IF NOT MAY B ZERO BLOCK a 10'-0" O.C. GARAGE WALLS Afi�' SEE FDN. PLAN 1 TREATED D HORIZ. 4 VERT. NOT INSULATED • I 4 v SLOPE GRADE AWAY �, MIN 12X)2 MIN. Cl(oxl& MAX.) CONC. GARAGE 15 TYP. 2-HR. ° FROM BUILDING _ ° PLINTH ,4 �12PR'T`I' WALL ' v • � • . 2X P.T. PLATS 5 Y SEE STRUCTURAL _III I I i III III III I I I I III Iii I i I—{ I i__I I {_ GARAGE _� I {—I I {—III I I {--III � � III—III—III-1 I I—I I �= 2 2 FOR FOOTING SIZE -' I I III ' ' ' I I I I 14v ° I—I I I CONCRETE GARAGE AND REBAR ? 5LA5 a = v v CONCRETE GARAGE 4" FTG. DRAIN :° ° } 5LA5 v co v ° v a • a . . I I l.,—,III III,—,I I 1 . . • a ° -N-- COMPACTED FILL 5fRICK 5ASE WATER TA5LEAI- 11" CONCR�T� SOLE: 1-1/2" = i'-0" FOUNDATION11TYP. WALL A11 SCALE: 1-1/2" = 1'-0" ° 51-E STRUCTURAL O v FOR FOOTING SIZE SHEATHING 4 SHEAR WALL EDGE a a . AND REBAR NAILING PER SHEAR WALL SCHEDULE HOLDOWN STUDS OR POST UP TO 1/2" OF FLAT SHIM MAY 8E PER PLAN (2) 2x MIN. 2 HfR f=ARTY WALL FDN GARAGE PLACED HERE TO AID IN SHEAR WALL EDGE NAILING a INSTALLATION OF HOLDOWN EACH HOLDOWN STUD OR POST A11 SCALE: 1-1/2" = 1'-0" ° ° RECESS BOLTS 6 END I I I ( I WALL CONDITION I I I I I I LD CONNECTORS TO HOLDOWN I I I ( STUD AS RE Q'D. BY MFR. SEE I ( I I I I SCHEDULECEDAR OR PRESSURE TREATED WOOD I I I I HOLDOWN PER PLAN C FTG. ` ( I SECTIONAL OVERREAD I I I I SLAB PER PLAN DOOR TRACK AT SIDES R15ER 4 TREAD, Or- OPENING I I I I FRAMING CONTINUOUS SEE ARCH. I I I WHERE OCCURS I NOTCHED STRINGER 4x12 L..j JEXTERIOR I i I A35 6 EACH STRINGER SLOPE L I— — .1 � — PRESSURE TREATED 2x ATTACH TO 0 i CONC. UJ/ 1/2x(o TITEN RD a 24" O.C_ (MIN. (3) EACH STAIR) ° a lrool g" O.C. TTP. BUILT UP STUDS - v, A TE: 4/1'7/13 t CAST-IN-PLACE HEADED ANCHOR SLAB ON GRADE - BOLT 4 WASHER, OR ALL THREAD c' -' SPEE7" NO: • • UJ/ HEAVY REX NUTS 4 WASHER, SEE TABLE FOR EMBED DEPTH r TYfOICAL HOLDOWN, Yf= IC:AL 5ASE OF STAIR51 GARAGE IDOOR All SCALE: 1-1/2" = 1'-0" All SCALE: 1-1/2" = 1'-0" A11 SCALE: 3" = 1'-0" OF 15 NO OPENINGS WITHIN 4'-0" OF PROPERTY LIN EITHER SIDE CENTER WALL OVER ROOF SHEATHING F THE PURPOSE OF THIS DETAIL 15 TO INDICATE TYPES OF LOGATIONS OF WALL, CEILING AND ATTIC; PROPERTY LINE FLOOR PENETRATIONS THAT NEED t0 BE FIRE5TOPPED IN ACCORDANCE WITH SECTION 8602.8 OF THE 2005 ORSC. THE THICK LINES IN THE DETAIL INDICATE A PENETRATION BY A (2) LAYERS xx x FIRE RETARDENT PIPE, CONDUIT, VENT, ETC., WHETHER PLASTIC (COMBUSTIBLE) OR NON-COMBUSTIBLE. IN TYPE 'X' GWB TREATED PLYWOOD TYP. 2-HR. GENERAL THESE PENETRATIONS (OR THE ANNULAR SPACE AROUND THEM) WOULD 4'-0" EITHER SIDE PARTY WALL Al2 COMPROMISE THE INTEGRITY OF THE FIRE-RATED ASSEMBLY UNLESS IT WERE CLOSED OFF TYPICAL OF fE ASSEMBLY AND PROTECTED DURING A FIRE. PENETRATION PRE-FAB ROOF INDICATION2 TRUSSES a 24" I END TRUSS W/ 12 2 2 2 PARTY WALLS BETWEEN UNITS ARE FIRE-RATED WALLS, WALLS WITHIN UNITS ARE NOT RATED O,C, VERTICALS a 24" UNIT WALLS (EVEN THOUGH THEY MAY HAVE RATED WALLBOARD) AND THEREFORE PENETRATION I O.C, MAX, OF THE WALLBOARD NEED NOT BE PROTECTED. HOWEVER, PENETRATION OF THE TOP AND PARTY FILL BOTH CAVITIES 2 2 BOTTOM PLATES OF UNRATED WALLS INTO THE RATED FLOOR ASSEMBWALL LY NEEDS TO BE WITH BATT INSUL. a — ---"------ FIRE5TOPPED. WOOD EXTR. WALL, TYP. I FLOOR THE CONTRACTOR SHALL DETERMINE FIRE5TOPPING FOR EACH SITUATION AND TESTED ATTIC A55EM5LIE5 SHALL BE SUBMITTED TO THE ARCHITECT AND THE CITY IN ACCORDANCE WITH THE "DEFERRED SUBMITTALS" SECTION ON THE COVER SHEET. Z I 1" AIRSPACE 1 a PLUMBING OR MECHANIGAL EQUIPMENT, DUCTS OR VENTS ARE NOT PERMITTED IN THE I w CAVITY OF THE 'MODIFIED' 2-HOUR WALL. ELECTRICAL INSTALLATIONS SHALL BE INSTALLED 1 IN AGCORDANCE 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 8317.3. GARAGE 2 L2> 2 M22 2 1 LAYERS 5/S" TYPE 'X' GYP. 5/8" TYPE 'X' GWB SHEATHING OVER 5TRUCT. PENETRATIONS INTO SLAB ON GRADE NEED NOT BE PROTEGTED. ; I WALL SHEATHING OVER DBL. TYP. 2-HR. �o 6 PARTY WALL 15 FIREBLOCKING 2X4 WALL ON SEPARATE - -.. ---- PLATES WITH STUDS a Ir" O.G. ASSEMBLY Al2 TYP. 30 ----- PENETRATION LOCATIONS �O� � f �� S�'O��' f NCS 1 AIRSPACE � g EXTERIOR 5/4X WOOD ,412 SCALE: 1-1/2" = 1'-011 WALL A14 TRIM EXTERIOR _ 4" 4" ('10 2 - �- R. PARTY TY UJ�QLL � �Q�� f C 11 2 - HR PARTY WALL a 5LDG, JOCK � LH WHEN JOISTS ARE ,412 SCALE: 1-1/2" = I'-011 ,412 SCALE: 1-1/2" = I' SUBFLOOR PERMITTED TO SUPPORTED BY BEAM RUN CONTINUOUSLY OVER WHICH BEARS ON WALL, PROPERTY LINE FIRE-CAULK BEAM 112 PERIMETER WHERE IT oil PENETRATES BLOCKING GONt. RIM I" AIRSPACEtu JOIST W/ DBL. 2 2 2X BLKG. a I I" AIRSPACE PARTY WALL 15 EACH BAY 2 15 TYP. 2-HR. ASSEMBLY Al2 PARTY WALL 2 Al2 ASSEMBLY 2 2 (1) LAYER 5/S" 2 2 2 2 2 TYPE 'X' GWB GOVT, TRIPLE UNIT UNIT RIM J015T 2 2 4 4 BEARING 2774 , 24 2 2 SITUATION 2 2 2 2 2 2 2 2 2 2 Y_ tYP. INTERIOR (2) 2X4 SOLID WALL STUD GROUP FRAMING IS 2 6 6666 6666 6 PERPENDICULAR 2 MIN. 1" AIR 5PAGE CLEAR ---- FIREBLOCKING l4) 2X4 SOLID W/ WALL 1 ----------------------'--------- STUD GROUP fE BETWEEN WALLS a 10 -0 O.G. HORIZ. a VERT, EXTERIOR EXT 30 UNIT UNIT TYP. 2-HR. PARTY 15 EXTERIOR A14 WALL A55EM5LY Al2 NON-BEARING WALL SITUATION FRAMING 15 13 2 - �- R. FART' WALL � EXT. WALL 1� 2 - HIR. WALL a INTERSECTING WALLS Liq PARALLEL W/ 4" 4" WALL ,412 SCALE: 1-1/2" I'-0" A 12 SCALE: 1-1/2" I'-0" /� 12 2 HR. PARTY WALE a FLOOR fel Al2 SCALE: 1-1/2" 1'-0" DBL. 2X4 WALL ON — SEPARATE PLATES LU/ STUDS a 16" O.G. (2) LAYERS 5/6" FIREBLOGKING TYP. STAIR STRINGER PROVIDE VERTICAL 4 TYPE 'X' GUJB BEYOND GARAGE CENTERED a JOINT OF HORIZONTAL STRINGER a GWB EA. FIREBLOCKING m 1m'-roll PROVIDE R-30 INSUL MAX. O.G. FIBERGLASS STUD BAY 2 OVER UNHEATED INSUL. FIRMLY ATTACHED 2 2 UNIT BASED ON GA FILE NO. WP 3820 � SEE UNIT STAIR PLANS 2 SPACES BASE LAYER 5/6" TYPE 'X' GYPSUM LUALLBOARD OR GYPSUM 6 4 VENEER BASE APPLIED AT RIGHT ANGLES TO EACH SIDE OF DOUBLE FOR R15ER AND TREAD 2 (1) LAYER ROW OF 13X4 WOOD STUDS a 16" O.G. ON SEPARATE PLATES 1" APART SOLID LUMBER DIMENSIONS 5/a" GWB WITH 6d COATED NAILS, 1-'1/B" LONG, O.OB5" SHANK, 1/4" HEADS, 24" UNIT STRINGER OF NOT 2 6 CENTER OVER COMMON _ — — O.C. FACE LAYER 5/8" TYPE 'X' GYPSUM WALLBOARD OR GYPSUM " PROPERTY LINE VENEER BASE APPLIED AT RIGHT ANGLES TO EACH SIDE WITH ad LESS THE 4-1/2 R-21 INSUL. COATED NAILS, 2-3/B" LONG, 0.100" SHANK, 1/4" HEADS, all O.C. NOMINAL THICKNESS JOINTS STAGGERED 16" EACH LAYER AND SIDE. SOUND TESTED WITH 3-1/2" ACOUSTICAL INSUL. 3-1/2" 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) iS TYP. 2-HR. STC59 MIN. ACCORDING t0 TABLES IN OSSG 721.6.2, THE 412 PARTY WALL ASSEMBLY GWB WOOD FRAMING AND INSUL. ALONG WITH (2) LAYERS 5/8" TYPE 'X' GU15 OVER FLOORING AS APPROVED PER TABLE -121.6.2(4), PLYWOOD SHEAR DIAPHRAGM VERIFY LOCATIONS ON SHEAR PLAN PROVIDE MORE THAN THE REQUIRED 30 MINUTES OF PROTECTION DATE: 4/17/13 15 TYI=, 2 - HR. PARTY WALL STAIR SCALE: I-I/2" I'-d"STRINGER a 2 - HR PARTY WALLSI-IFFY NO: rll'� ,5TAIR,412 SCALE; 3" m 1' 12 DETAIL /l 12 SCALE: 1-1/2" - 1'-(d" OF 1. �•a - ` PROVIDE 2x8 BLkG (FOR NEW WiNDOWAl DRAPPERY) EACH SIDE OF HEADER At ALL LIVING UNIT a BEDROOM WINDOWS, TYP. WINDOW FLASHING - Vf; D"AVa 'M SYSTEM, SEE DETAIL r INSUL. SIDING:, INSTALL SEALANT Z 16/D� r PER MFR. REQ. r FACTORY ASSEMBLY00 ' 5/6" GWB W.R.B. TYP. , SEEoo r DETAIL XIX =r� REFER TO i.: . 4 FRAMING 24 GAUGE PPM FLASHING BACKER ROD 4 SEALANT Si 6 FOR SIZE WITH 2 END DAM 2 00 5/4 x4 WOOD TRIM iM W/ z DADO JOiNT RIGID - - 2 6 INSULATION MiN. 100 SLOPE FLEXIBLE MEMBRANE Air oo FLASHING FF- 2 - INSUL. WINDOW 5/4x4 WOOD DRAiN SCREEN JAM5, � TRiM, TYP. SCALE: 3" = 1'-0" W.R.B. TYP. 4 WINDOW FLASHING SYSTEM, SEE DETAIL XIX 5/5" GWB SIDING INSTALL PER MFR. REQUIREMENTS SEALANT WINDOWlo TYI=.. WINDOW SILL. SCALE: 3" = 1'-0" TYf=,. WINDOW HEAD GWB (DD SCALE: 3" = 1'-0" TYP. EXTERIOR WALL 2 2 � . " SILL OVERLAP WINDOW FLASHING If 1x SILL SYSTEM, SEE DETAIL XIX (TYP.) SEALANT WINDOW JAMB 22 SEALANT 7 T t . WINDOW JAMB INSUL. TYf=,, WIND. OW DETAIL56 6 SHEATHING 5/4x TRIM SCALE: 1-1/2" = 1'-0" WEATHER-RESISTIVE 13 BARRIER BEHIND TRIM TYWINIDOW JAM5, 1 �� _ � oo SiDiNG, INSTALL PER—/ MIN- SCALE: 3�� - 1 -0" MFR REQUIREMENTS INSTALL WINDOW PER SHEATHING SHEATHING MANUFACTURER SEALANT BACKER ROD 4 SEALANT INSUL• R. SIDING, SEE 5/4x4 WOOD TRIM MIN. GAP SHOWN, SEE MF INSUL. SIDING, SEE oo ELEV. FOR TYPE INSTALLATION INSTRUCTIONS ELEV. FOR TYPE oo W.R.B. TYP. , SEE � WINDOW J W.R.B. TYP. , SEE DETAIL XIX REFER TO SCALE: 3" 1'-0" AM51 D XIX PROVIDE BLKG. FOR REFER t0 FRAMING 24 GAUGE PPM FLASHING W/ TRIM 4 SIDING PROVIDE BLKG. FOR FRAMING 24 GAUGE PPM FLASHING W/ FOR SIZE DRIP, SLOPE AWAY FROM BLDG. TRIM 4 SIDING FOR SIZE DRIP, SLOPE AWAY FROM BLDG. 4" HIGH g HEAD, PROVIDE 4" NIGH aHEAD, PROVIDE GWB SEALANT END DAMS � EA. END SEALANT END DAMS �► EA. END 5 5/4x10 /4x10 • SPACERS AS ? 2 2 2 2 SPACERS AS z NEEDED INSUL. SEALANT NEEDED INSUL. -��t 5/4x4 WOOD GWB 5/4x4 WOOD TRiM, TYP. & 6 6 6 TRIM, TYP. FLASHING SYSTEM, SEE WINDOW FLASHING oo WiNDOW FLASHING DETAIL XIX, (TYP.) SYSTEM, SEE DETAIL X/X SYSTEM, SEE DETAIL X/X � SHIM PER DOOR MANUF. SHIM PER DOOR MANUF. REQUIREMENTS REQUIREMENTS WOOD SIDING, INSTALL PER SEALANT PER MANUR SIDING, SEE ELEV. FOR SEALANT 4 BACKER ROD FRAME SEALANT PER MANUR MFR. REQUIREMENTS INSTALLATION TYPE PER MANUR INSTALLATION SEALANT SEALANT PER MANUR INSTALLATION REQUIREMENTSREQUIREMENTS INSTALLATION REQUIREMENTS FLASHING SYSTEM, SEE FLASHING SYSTEM, SEE REQUIREMENTS INSWING 5/4x4 EXTERIOR TRiM, DETAIL XIX, (TYP.) 5/4x4 EXTERIOR TRIM, (TYP.) PROVIDE 2x8 BLOCKING (FOR SCHEDULE VINYL DETAIL XIX, (TYP.) (T1-P.) SEALANT PER MANUF. SCHEDULE SEALANT PER MANUR DRAPERY) EA. SIDE OF HEAD SLIDING DOOR DOOR INSTALLATION INSTALLATION REQUIREMENTS REQUIREMENTS AT ALL LIVING UNIT BEDROOM AND GREAT ROOM WiNDOWS 1 20 0 215LIDING � iOO J � 22HEAC)-. OO� SCALE: 3 = 1'-0" SCALE: 3" = 1'-0" A13 SCALE. 3 - 1 -0 = 1'-0" X13 LE " X13 X13 SCALE: 3" DIAPHRAGM NAILING 3/4" t 4G PLYWOOD SIDING OVER BUILDING FELT 5/6" EXT. GYP. BD. 5U5FLOOR OVER AND SHEATHING W.R.B. SEE XIX FOR 2x10'5 e 1611 O.C. INSTALLATION SOLID ti .° INSTRUCTIONS 00 CONTINUOUS 00 � BLKG. 2 2 F15ER CEMENT SiDiNG.. 2 600 0o SEE ELEVATIONS FOR TYPE 2 2 2X WRAP W.R.B. 12" BEYOND 00 e 00 00 0o CORNER EA. WAY !I BEAM PER WRAP BEAM i. . .. .. . . 5. ... .. . StRUCt. W/ (1) LAYER ' �j/g�� GUJ� (1) LAYER 5/5" GWB OVER 2x STUDS 0 �7/0" GW1516R." O.C. W/ 2-1/4" TYPE IS' 1 HRATED WALL 6 LDA 7E: 411-1113 UN 11' DRYWALL SCREWS 0 12 O.G. PROVIDE 5/S" TYPE 'X' GWB *OMIT BLOCKING ONLY WHERE REQUIRED FOR 1 HOUR z 5�4EE7 NO: A� DUCTWORK BUILDING RESISTANCE RATING, SEE • BUILDING PLANS FOR LOCATION 2� �� FIBER CEMENT SIDING,—/ SEALANT —/V 5/4x4 EXTERIOR TRiM 2-3 [)fR0l=l=ED 5EAM FLOOR SEE ELEVATIONS FOR 5/4x4 a PANEL SIDING SCALE: 1-1/2" = 1'-0" SCALE: 1-1/2" = i'-0" SCALE: 3" = 1'-0" TYPE A1.3 X13 X13 2 ro 51C) ING YOUT51DE X13 SCALE: 3" = V-0" �DCx� NAIL PSR FAGS NAIL PER • SHEAR WALL SHEAR WALL NC� SGNEDULE SCHEDULE ' PANEL EDGE NAILING BOTTOM PLATE 15 x-, PER PLAN ATTACHMENT PER SHEAR EDGE NAIL PER BOttOM PLATS WALL SCHEDULE (MIN. 1(od SHEAR WALL ATTACHMENT PER SHEAR8" O.C. � NON-SNEARUTALLB) _'�,` SCHEDULE WALL SCHEDULE (MIN. 16d Q PANEL ED CE NAILING EDGE NAIL PER 8O.C.ONON- H RUALLS) PER PLAN SHEAR WALL FACS NAIL PER ��;• € ��. ; - a SCHEDULE SHEAR WALL SHEATHING AND SHEAR SHEATHING AND TOPPING SHEATHING AND SHEAR SHEATHING AND TOPPING EDGE NAIL PSR7 m SCHEDULE lU,4LL EDGE NAILING PER PER PLAN WALL EDGE NAILING PER PER PLAN SHEAR WALL SHEAR WALL SCHEDULE SHEAR WALL SCHEDULE SCHEDULE P.A. Y WALL TO NTE OER WALL 1�,4RYINC� w,4LL SIZE RIM JOIST UJ/ C2) l�od TO RIM JOIST UJ/ (4) Irod t0 JOIST CONNECTION 70 ?OP BLKG. 4 CONNECTION t0 PLAN BELOW PER SHEAR tOP PLATE B�LOIU PER WALL SCHEDULE (MIN. 1�od SHEAR WALL SCHEDULE EDGE NAIL PER TOENAILS ow 8" O.C.) (MIN_ 16d TOENAILS � 8" O.C. EDGE NAIL PER Q NON-SHEAR WALLS) SHEAR WALL SHEAR WALL JOIST PER PLAN JOIST PER PLAN SCHEDULE SCHEDULE FACE NAIL PER — (2) ad EA. JOIST — 4'-0" MIN. GOVT. 2x '� t0 PLATE " BLKG. 6 48" O.G. UJ/ A34 SHEAR WALL — a BLKCx. t0 PLATE 3 N2 SGN U ED LE \ / TlU N OGKS \ / HEADER PER PLAN I BE EE BL FACE NAIL PER X �� WHERE OCCURS, REFER X I I BOttOM SHEAR WALL TYP. HEADER DEtAIL(S) � � � HEADER PER PLAN SCHEDULE — � WHERE OCCURS, RESER EDGE NAIL PER TYP. HEADER DEtAIL(S) A WALL INTERSECTION SN ER WALL CORNER SCHEDULE (,SAWN JOISTS PERPENDICULAR)SCALE: 1-I/2" PARALLEL) 2g 'fiY� I GAL E X I E I`I OR WAL I Y�. WAL 1 1 `L 1 E RS C I ( OI `LS �� I Yf= ICAL EXTERIOR WALL SCALE: I-I/21-1/2" V-011/\ 1d V-011A14A14 SCALE: 1-1/2" � V-011 -r CzANCz NAIL TRU SIDING 24' O.Gs ow SYSTEM R-38 THERMAL TYP. THERMAL INSULATION BUILDING TYP. FLR EXTERIOR A�¢ UNIt PAPER CONSTRUCTION WALL FIN. FLOOR � FIN. FLOOR 2 1/LAG 25�� LONG 2 2 "A BLOCKING R-30 a EXTERIOR SHEATHING FLOOR (p \- 5/0" �X�BELLY BANDTYPE FLASHING CsU1B � 2 2 2x10 BELLY PROtEGED ROOF - OILING (2) 2x& TOP 2 PLATE BAND 2(I>08 ORSC SECTION R31-1.2.4.1 OPTION 3 (o HEADER PER _GA ROOD / CEILINGASSEMBI'LPROTECTED THROUGHOUT WITH (1) 2 �o STRUGt. 5/ x4 TRIM LAYER tl'PE 'XCxIUB AS RG2'D. FOR A I HOUR FIRE ME j RESISTANCE RACED ASSEMBLI' WITH FIRE RETARDAND SLOPE 10° TREATED PLYWOOD ROOF SHEATHING FOR A MIN. HORIZONTAL y MIN. � � ' VARIES, SEE PLANS DISTANCE OF 4 FEET FROM THE COMMON PROPERTY LINE. BLOCKING HEAFLA D INCx � � 1/2"x5" LONG 33 FROOF CEILING "MARDI" SOFFIT SMOOCH 1 5/4x4 TRIM LAG A,4 scale: i-in° = r-m" HOUR FIRE PROTECTED 3(d IC:AL EXTERIOR WALL WHERE REQ'D. SSE PLANS 2x HEAD FOR LocatIou Note: A14 SCALE: 1-1/2" = I'-fd" REFERt0 ARCH. DUXsS OR CONTRACTOR DESIGN FOR VENTING 31 32 CANTILEVER FLOOR SHEATHING PER PLAN REQUIREMENTS, (I-1/2" DIA. MAX. 'w 6" TYf=,. ������ HEADER O.G., DO NOT INTERRUPT NAILINCs) A14 SCALE: I-I/2" I'-0" PANEL EDGE NAILING RIDGE A14 SCALE: 1-I/2" i'_0" PER PLAN CENTERLINE 2x BLKG. ATTACHMENT TO RIDGE VENC, HOLD BACK 70P PLATE BELOW PER I'-0" FROM GABLE END, AND SHEAR WALL SCHEDULE l 4'-0" FROM PROPERTY LINE SQUARE METAL CAP lU/ MIN. 16d TOENAILS a 8" O.C. DRIP EDGE t INTEGRAL NON-SHEAR WALLS) O.G. LABS FOR FASTENING DIAPHRAGM EDGE I UNDERNEATH REFER ARCH. NAILING COMPOSITION SHINGLESQUARE WOOD GAP ROOF TRUSSES ROOFING SYSTEM SLOPED 4 DIRECTIONS d 2 2 4 1x4 SKIRT TRIM ALL 3 SIDES MITRE CORNERS 'xi TRUSS PER MFR. IEW -A. TRUSS DATE: 4/17/13 MINIMUM OPENING01 T01= V PER ARCH. SHEATHING t SHEAR wall SNEErt NO: REGARDLESS OF ROOF EDGE NAI WCPER SHEAR PITCH WALL SCHEDULE ( REFER ARCH. pWGS. FOR SHEATHING NON-SHEAR IUALLB) .34 TYI= f CAL RIDGE VrNT 3POST 5 CAf= ANID TRIM. CROOK tRUSS PERPENDIGULAR)A14 SCALE: 3.. , V-0" ��� SCALE: 3.. ��_0�� I Yf=o X fR OfR WALL, A14 SCALE: 3•• , V_0" OF 1$ S Y t. I I I I 4 Ilk IIIIIIIIIm 911 14 WIIIII APPLY A 13- INCH WIDE 5TI;RIl= (N,T.5.) OF MO f 6T OP P1= OR MOI STOP NEXT APPLY 13- INCH WIDE STRIP01= AT EACH SIDE OF OPENING, 1=ORT IFLA5H SILL WRAP. CUA' LONG 50 EXTENDS S- INCHES ��OY� �N� 9- INC��S ��LOI,U START FO�'�'I1=L,4S�-f AT INTERIOR OPEN INC- APPLY 3/a" 5EAD 01= SEALAN1" TO EDGE 01= SILL, COVER TOP 01= SILL AND FOLF..) DOWN OVER CORNER LIKE SILL FLASHING, DO NOT FASTEN THE 5AC1G511DE 01° WINDOW NAIL &WELD ANIS SILL FLASHING 50TTOM OF JAMS FLASHING, FLANGE ACCORDING TO WINDOW 1„ANUFACTURER'S INSTRUCTIONS, s n, t r \ \ I \ \ I \ \ I 1-3/a I I \ \ I I \ \ I \ \ J I \ I \ I \ \ INSTALL WEATHER-1`ES15TIVE �3r41'RIER, (W.R.5.) AS \\ INSTALL WINDOW TRIM AND DRIP FLASHING. \\ DIAGRAMEDIN W.R.5. INSTALLATION DETAIL IN I \ DRIF FLASHING SHALL EXTEND 1- INCH 5EYOND \ THE SHEEN" (OVERLAP MAY VARY FROM THAT IS EACH SIDE. APPLY 5EAD OF SEALANT 5EHIND SHOWN HERE). I I TOP EDGE OF FLASHING AND AT TOP OF WINDOW \\ TRIM 5EFORE INSTALLING. SLIDE W.R.5. UNDER FLEX15LE FLASHING AT SILL. \� LAP W.R.5. PANEL (FROM PREVIOUS STEP) OVER INSTALL EXTRA PANEL OF W.R.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 DRIP FLASHING. ADJUST PANEL WIDTH TO PANEL HANG-5, PRESS PANEL INTO SEALANT TO ACCOUNT FOR TRIM WIDTH. EM5ED. DA 7E: 4/17/13 SPEE 7 NO: 3� T* f=,r WINIDOW IN6TALLATION A157 5C4LE: N.T.5. OF 15