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Plans (3)
I MST2012 - 00155 MST2012 - 00156 MST2012 - 00157 MsT2012 - 00158 MST2012 - 00159 MST2012 - 001 60 LIABILITY The City of Tigard and its employees shall not fo responsibler discrepancies be which may a 0 N ppear herein. T PROPERTY LINES SITALL BE LOT 3 CLEARLY IDENTIFIED PRIOR W Rr III% 1V EU "C_EDAR5f;Roo< f=AR� ll 10 f-00TING INSPECTION FEB 5 2013 ELI -_ CITY OF TIGARD 29.50' 5 02 v0ro 'E� Address shall be Posted BUILDING DIVISION I w 2SIDEWALK 82To— and visible from street. SCREEN TREE: EL. DECIDUOUS SC . . . 1-1001 1"! 01 KATSURA TREE 30,00, 22 -1 2 BUILDING Oro 2 DECIDUOUS ORNAMENTAL TREE, !STREET TREES) Approved plans - FLOWERING DOGWOOD - EASTERN NZEDEILIP LOT J� LOT T "31 OT 032 LO 11 LU TRACT shall be on job site,. ftlz w III�II Nt (9 (D DECIDUOUS/EVEF�31REEN ORNAMENTAL SHRUBS: d) m d) - OREGON GRAPE • 0 - FLOWERING CURRANT - SERVICEBEIRRY - 5NOWDERRY 3m 00' - GULF GREEN RAP14IOLEPSI5 in CONNECT SIDEWJL<5 - 5USH CINCMErOlL TO EXISTING - CEANOTHUS LIJ DEVELOPMENT ;amity of Tigard Erosion Control ORNAMENTAL GRASSES IN OPEN AREAS WITHOUT To Schedule Inspections: TREESOR5HRUMS Call (503) 639-4175 II II II PERENNIAL: o-) 1. 7 11, 01 1001 11.00, 74 Initial inspection: II II II DAYLILY EL. 2 Poor to inspects 29B0' inl inspction: PrIor tFo final buildIneg Inspectlon 1,00, 14, L. / c5.�� LL30.00, LOT 4 30.00, o A CONNECT 4 UE REVIEWED FOR CODE COMPMANCE SIDEWALKS To HALL BLVD. ILI) CONNECT SIDEWALKS HALL BUILDING 415 0 FIRE TRUCK C'q\S ACCESS ONLY L 025%9 Q .. . . . . yv LOT I L *26 LOT 5 EL 30.00' 1& I .. — -O" SIDEWALK — 02 00& F" 151 11 It A- ll IYL It A S-W_ e2rd AVENUE .7-7-77 5TONE 01 c;T PfROZ EROSION CONTROL PENCE— ADA RAMP. (WHERE REQUIRED) . . . 5'-0" SIDEWALK .1 to EEL - — -ex. 8'x5' GAZE50 LU/ a, 51- 11 30.00, . . . . . . BENCH UNDER 0 SIDE ALK 8'-0" P.U.E. 82.51' L, PROVIDE (1) 4" ABS STORM LOT 30ZO, SEWER To STREET MAIN (EACH UNIT) LOT LOT . . . TY I PROVIDE (1) 4" PVC: SANITARY a 931 #12It LO TFAiGT SEWER To STREET MAIN (EACH rhTIP. 11E 11 UNIT) ry LOT PROVIDE (1) P PVC WATER LINE I CWS TRACT TO METER AT CURBLOT Q b LOT T (EACH UNIT) 0 5OUNDRY LO 14 SIDEWALKS Q 80. c3' IMP LOT 4 (NON STEET SIDE) Ca *14 = LOT TO BE 41-01, WIDE #F0 0 A . . .. . . . (TYPICAL) 0 I LOT r- tt LOT 1 X22 Q* `TFR�ACT ' LOT Ile 0_1 021 OT TRACT LOT ry LOT #2 *C 0,5 h) 1*14LOT a #20 TOT LOT UJ/ LOT bi LOT LO :C 5WINGS 4 PLAY Q 5TfRUCTUIRE W1 00 *113 CITY OF TIGARD C 5,41R< CHIPS Approved .... ........... LOT 51-01, HIGH DECORA VE ('011(fifioll',iffy Apprmcd,.... ro .*c "S(!c Letter to: Follow VINYL I=ENCE TO RUN 020 2.15 ALONG TRACT "A" 1'-roll BUILDING FROM PROPERTY LINE BUILDING Allackd ___... 51UILDINGBUILDING • Perillit NUM1101% EL� = #2 Addiess: *1331.00 CONNECT SIDEWALKS T EXISTING DEVELOPMENT THE PERMIT APPLICATION 15 FOR BUILDING 414 ONLY -r--XDl:2 0c,/!5-r, SITE PLAN S NI S _r ;L 0 )"X 00/5 -7 9 51� q�_OAV SCALE: I "=20' THE CIVIL ENGINEERING HAS BEEN COMPLETE[) M5-r 20y-a, _C,01 Sw I q$7 5w 99- " AV MONTAGE ROWHOMES AND APPROVED ON THIS PROJECT AND THE /'15-r �0 I:z — ov/6 9 91-153 Sw DATQ 1124113 TIGARD, OREGON UTILITIES AND PAVEMENT ARE IN PLACE �t/p q 5�0 9;k N0,tv m!— NOfRTHaoldb 9 q 7 5- sw 9;t x5NEE7 NO, THERE ARE ,) BUILDING TYPES AND (4) PLANSMASTER FOR REVIEW BY THE CITY A 0 OF 1.5 OFFICE COPY I I I I I I I I I I'M WII FE-�I'M 1MM11MM ■ ■� �� � ■■� �� _-- ¢ , ry I ■I I■■I lmmllmmI mmllmm I lEmllmmI ■� Imo■ I■■I I■■I I■■I I■■) OWE FWWIFM M � � •�• � � - ; �� INFM-M-1 — Fill 100 FE IMEHE INN - - . / a�� q ��a a _ a■ ■a q q q b b■ .� ..E •�• �� n n11 ` [MIMI ` �■T���■—T�� i�`�■—Tile f`��` � i.ro��o� v��o a iso� v�s�s �®o�� d�-�® ��.v■■■ ��+..lra■■■ 1 iaa��l aaa��'a■va�' A�� eA� �■.��, �a+.���� ,��■, ,� r�� r �s����r �i■���� ■`��"' i ��`!' ��• r rte■ r■�� r■�� r ��� r � ■ �■�� �i��� —��� _A _� _A _A -'���+. �— ,o•■ail.o• ■iii!■�■� �.o•■®.i .o•�QllrIo ��• r, �■�• �,�, ■moo+�a�� a�■�■.��r11C�■. _ �a�■ ��+. ���■�■ ����,�� �Ti������ �.-7��T� '1-��� Q�� C 1 ■■tea+� ■roe+�a�■lo ,o•■iil.o• ■o•�ice.o•■ �!.o•■Qom■i .v■iillrr ■ ® �..��� 1 1■� .�_ �rl, Wo ® 1 ® D _- .-�- - �1 =-T--y- - _ yrs a�1 1�s sr�.■ .rte� �1 ���-isrs� � ♦ ♦ ♦ ♦ ♦ � -.- • = r e�s - � 1 I RAP, I --]FEE 1010`11IN-Mi FE--01 FE- FE-E7FE-Mi INN MEME ME ME Emil El r = s • I . . . ` . . . ` . o .o I H! . o . . I I I I I I i i II II 1 i I II M II II ' II II III IIT; IIII EI I III I II II _ I III IIII I I I II M I I I - I I I I I I � I I I _ I I L i I I I Y V I I I I I I I i I M I I I I I I I I I I II I I I M 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 M I I I I �II I I � • A A M I� a • 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 � ' Emw EM I • 11 111 ■ 0:01C� ;,Awl IMO Pilo_ =17h �� ■ I 1 EN 1 _ ON a —mss s —aeras —sus —■ —sus �■ 1 - ■— • i MIME 70■■■■�■.1v■■■ill�Io.■���■7■�ia�■71 �ll�o.■o�s.:7o■■■v■.:Io.■i:!!Ion o _A � _4 ■ � _A= �■ —4= ���■��■��,�■��■���i �=i�■��,���=i����,���� I :���=, �+. r � ��� �, rte. 1 '��oi p�,o� �■—T��■�—���■�■�i���—T�� �■����T���—��������—moi 7�■Old!■70•■ill■I�■iill■I�■ r■'i!!rI■■ [Q_!!r■7�■Qll�j��iill■I�■iill��.Zi�ii _A _a A _� __.__A _ .____A �.rte s e�r�r�.—�sr�© :�sre-tee s�srd�srs� � ® ® � ® ® ® av � ■ © � � � � ��,:� �.���■�.���--���■�T�� �.���■—T��■�■—T��:�-T��� � iI�l.ora'?iIo•iilll�Ia■■■�a���.Za■,�aii�■�7■Iv■■i 1s7■Iv..■i7�l�s7o■■■ii!�I�7au■■ii�'a�Io■■■iii yrs e s sfsars a sts"srs.s s srs ® ® C� 07 ♦ . ♦ 1 _li� sre.�srs ars ers • • , ENESQY NOTES: DOORS W)OF / RECESSED LIGHTING FIXTURES Al •y, ALL EXTERIOR DOORS OR DOORS SERVING AS ACCESS OR ENCLOSED RO:F / C`ILING INSU_.A*ICN: OPEN-BLOWN OR POURED LOOSE FILL RECESSED LIGHTING FIXTURES INSTALLED WITHIN THE BUILDING ` 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 15 MORE THAN 4 IN 12 AND THERE IS AT LEAST 44 INCHES OF 1. TYPE IC RATED, MANUFACTURED WITH NO PENETRATIONS BETWEEN THE E283.91 AT A DIFFERENTIAL PRESSURE OF IBI PSF, LEAKAGE SHALL BE CLE,'.R DISTANGE 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 CEI-_NG JOIST TC T:4E 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 INSTALL=C, BAFFLING OF THE VENT OPENINGS SHALL BE SHALL BE SEALED. ,�� BE DETERMINED PER NFRC 100-2001. PRO',/ID-2D SO Aa TO DEFLECT THE INCOMING OR ABOVE THE SURFACE 2. TYPE IC RATED IN ACCORDANCE WITH ASTM E283 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 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 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 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. 12 12 <1 6 (o 12 S 36 36 A14 14 18 18 A13 @ @ Al SIMPLANK- cALLJ SIMPLANK- LAP SIDING Li Ll LAP SIDING C4 C4 35 35 IL mom A14 @ @ A14 lg _� Ai3 18 A13 l A13 �4 @ @ CULTERED STONE 1 STREET WINDOW "U" VALUES 61 $Q. FT. OF GLAZING TO 1SIDE ELEVATION WINDOW "U" VALUES (NO STONE AT ii _ LOWER 4 UPPER FLR. = 0.35 t _ MEET MIN. REQUIREMENTS NTS OF it LOWER UPPER FLR. 0.35 EE RE E NON-STREET FACE 5C4LE 1/4 _ V-011 MAIN FLOOR - 030 60 S.F. FOR GROUND FLOOR 5C4LE : 1/4" = V-011 MAIN FLOOR - 030 FACADE) OF 1.5 OVERLAP JOISTS AND NAIL err TOGETNER UJ/ (3) 16d NAILSADA Ss"� ne„�o O pl STRAPS: . SIMPSON "MST31" VERTICAL STEEL STRAP GYP. BD. = STEPSON "MST48" VERTICAL STEEL STRAP 2XI0'S -8 16" O.G. - SIMPSON "MST&O" VERTICAL STEEL STRAP HOLD-DOWNS: (? = STEPSON HOLD-DOWN W/ STEPSON "657B16L" ANCHOR BOLT JOISTS OVER 15� E AM DETAIL ET % IL PROVIDE DOUBLE STUDS A7 EACH STRAP AND "HTT4" HOLD-DOWN f�Y3 SCALE: 1-1/2" - 1'-0" D = SIMPSON "HDQ8-SDS3" HOLD-DOWN W/ B AI0 SIMPSON "SSTB28" ANCHOR BOLT PROVIDE 4x6 END STUDS AT ALL "HDQ8-SDS3" HOLD-DOWNS Al0 102'-0" 3'-8" .1, 13'_4" 4'-4" 3'-8" 131-0" 13'-0" 4'-4" 41 3'-8" 131_4"Vp 101_2" It 2'-10" 101_2" 3'-2" It. , V-10" j. 101_6" 7 1. 2'-6" 6'-6" 3'-8" ItI'-10" I'-10" 6'-6" 3'-8" I'-10" 2'-6" 1'-II" I'-g" 6'-6" 6'-6" 6'-6" 6'-6" I'-g" 2'-7" I'-10" I'-10" 4'-0" 6'-6" 1'-10" 1'-10" 4'-0" 6'-6" I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — T LINE OF DECK AB vE LINE DECK AB vE I � IHR RATED 16" � SQ. COLUMN, TYP. I — — — — — — — — — — — — — — — — SPECIAL PLYWOOD I 9 NAILING TYPE "B" — — — —E —W — AB — LINE O ABOVE — WALL AB — — — — — — — — — — — V — — — STRAP DE 3/0x5/0 S.H. / (2) I/0x5/0 15 3/0x5/0 S.H. / l2) I/0x5/0 15 I HR RATED 16" 70 UNIT W/ FXD. (MULL TOGETHER) AI2 SQ. COLUMN, TYP. "MLu 5T3 0 v v 0 AI2 0 D. (MULL 70GETNE v 0 - - - - - - - - - - u IW ::::. _ — — — — — — — — — — — — — — — — — — — — — — — — — —LINE OF W LL — ABOVE — — — — LINE OF W4.LL ABOVE— — — — 14 q ry\ cp q ry\ N 3/0x5/0 S.H. / (2) 1/0x5/0 AI2 3/0x5/0 S.H. / (2) I/0x5/O I 0 @ 0 FXD. (MULL TOGET ER) FXD. (MULL TOGETHER) .9 m w Q v 0 H 0 0 AI2 8'-6" GLG. q - STRAP DECK ......... m V - _ � Y p 7 7 GLG. _ I \W m D I�OO _ >: 18 .. . :./:::::: 13::. "MS 37" W/ `07 y \� LINE OF WAL ABOVE L L BO .............................. g u BEDROOM Pa >w+� - - - - - - - - - - - - - - - - - - - - - - - - - - - T _ I � I 9/10 x 10/6 , AI3 AI2 9/8 x 10/6 I ry\ ry\ 3/0x5/0 5.H. / (2) I/0x5/0 15 3/0x5/0 S.H. / (2) I/0x5/O xb END ?�E AI2 FXD. (MULL TOGET ER) AI2 FXD, (MULL TOGETHER) � e O D v v v 0 0 v P. UDS, TY I/2" PLYWOOD ONE SIDE 0 8'-0" CLC. 8'-0" CLG. y CONTINUOUSLY INSTALLEp m p Q Q m 8 0 ABOVE AND BELOW ALL v X 8D. 8D. BEDROOM BEDROOM _ ,B ........ OPENINGS, TYP, LL g 2 2/6x /8 0 , g _6 I 's = II II// .r 12/2 x 13/6 12/2 x 13/6 AI3 U {� sEAFRIW W446sD II 2/6x 8 0 ": I +s I t6 SPECIAL PLYWOOD V-211 BEARING WA sD. I 0 I & N I '8 <F NAILING TYPE "B" 2/6x6/8 3 -2 2/6x6/8 2 -6.. .Cleo 15 0 8 0 r 61 m GLR a m CLR r AI2 sn. m 8'-0" GLG. n 8'-0" GLG. _ 2/6x6/8 2/6x6/8 ? ........ . BEDROOM �t6 BEDROOM N _ l\ (J u u n u N r N I 2 -4 6 -7 6 -7 2 -4 15 8 rtl 9/10 x 10/6 8 i+l 9/8 x 10/6 15 O °7\ W II 61 v v 61 sD AI2 AI2 d Q _ AIRING WALL m Q I/4" 5TE BEARING WALL [� 3'_2" `t 2/6x6/8 I 2/6x6/8 `r 3'-2" Q Q v a1 : as a ae DBL, BL. ° DOOR DBL. m BL. I I 5 0x6/8 BI-PASS 5/0x6/8 BI-PAS a 9 -10 9 -roll 2x6'5 615 2x6'5 6'S I > /6x6/8 2 x6/8 a = BEARING WALL BEARING WALL A 1/2" PLYWOOD ONE SIDE 1/2" PLYWOOD ONE SIDE CONTINUOUSLY INSTALLED- CONTINUOUSLY INSTALLED_ = v t SIR SIR 2/6x6/8 2/6x6/8 AI0 ABOVE AND BELOW ALL 0 ABOVE AND BELOW ALL I a = � = II Cleo N .Clao N OPENINGS, TYP. I OPENINGS, TYP. r 2 -6 n CLR = 0 r 9 -0" CLG. n BEARING WALE�/n nBEARING WALL 11 9'-6 G,\LG. I I 4 m 'V 4 m Q 3 -2 m GLR C3ARAGE I GARAGE 1 i DBL. DBL. DBL. BL. a �j\ 16/2 x 18/8 16/4 x IB/8 2x6' 2x6'5 2x6'S 6'S is .� >n :.: V I A3 I/2" PLYWOOD ONE 51DE I/2" PLYWOOD ONE SIDE I — — — — —BEAM ABOVE — — — — — — — — — BEAM ABOVE — — — CONTINUOUSLY INSTALLED- CONTINUOUSLY INSTALLED_ t o QD ABOVE AND BELOW ALL ABOVE AND BELOW ALL OPENINGS, TYP. OPENINGS, TYP. IL = = N B. a 8'-6" GLG. B'-6" GLG. (� BEARING WALL Q I/4" S P QBEARING WAL [? �, iW I Ilro co II m e �\ I a DO R DBL. m F SEISMIC BRACE W.N. 50 SEISMIC BRACE W.H, 5 I GARAG3E GARAGE I I DBL. DBL. 2x6'5 DBL. w GAL. GAS W GAL. GA5 lU I 16/4 x IB/8 16/4 x 18/8 I I 2x6' 2x6'S 1/2 PL WOOD ONE SIDE 2x6'5 m ELEVATE I8" ABOVE U ELEVATE 18" ABOVE U I I I/2" PLYWOOD ONE SIDE I GONTIN OUSLY INSTALLED- CONTINUOUSLY ABOVE BEAM ABOVE I A3 CONTINUOUSLY INSTALLEp_ IABOVE AND BELOW ALL . � SLAB SLAB — — `� ABOVE AND BELOW ALL ,,, mJ � - - - - - - - - - � � - - - - � IOPENIN S, TYP. » r \\ // - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I r OPENINGS, TYP. I CB4RACxE SEISMIC BRACE W.H. 50 SEISMIC BRACE W.H. 50 GARAGE I r IA x 18/8 I - \ / uJ/H \ / W/H 111 GAL. GAS GAL, GAS 1u 16/4 x 18/8 I A3 ELEVATE 18" ABOVE ELEVATE 18" ABOVE U x6 END X X o Q — — — — BEAM ABOVE — — — — — — — — — 5_1/8x15 — — — — — 1/2" PLYWOOD ONE SIDE / \ I / \ SLAB SLAB - - - - - - - - - - - - - - - - - - - - - - - - - — CONTINUOUSLY INSTALLED_ STUDS, TYP. I / ABOVE AND BELOW ALL MAX. 8" HIGH / 11'-0"\ / 17'_0" \ LL I \ / I \ / ILL _ OPENINGS, TYP. FOUNDATION STEM I / 8/0x7/0 O, E / 8/0x1/0 O.H. \ I LEC, \\ // I I \\ // SEISMIC BRACE W.N. 50 SEISMIC BRACE W.H. 50 x WALLS +" GARAGE, TYP. »: / GARAGE DR PAN / GARAGE DR \ 'AN 1 1 \ / I I \ / 1,11/}..1 1U GAL. GAS lU GAL. GAS Q' — — — — — — — — — — — — — — — o — \ / I I \ / fi U ELEVATE 18" ABOVE U ELEVATE 18" ABOVE D X X ° Q SLAB SLAB _ - - - - - - - - - � - - - - - - - - � SPECIAL PLYWOOD Al AI2 NAILING TYPE A L - - - - - LN- - - - - - - - - - - J LL Q LL "All \ _ — — — —LINE OF WALL ROVE — — — — ME CR ELE / \ � \ / ELEG. PANE I // B/0x1/0 O.H. \\ // 8/0x"1/0 O.H. \\ ANEL \\\ /// MET ER GARAGE DR GARAGE DR U1/ W/H — — — — — _ 2 HR RATED 12 i::>:: ::.i::ii7i.7-'.e»:�:a»i:.;q.;; — — ::::::::::::::::::::::::::: — — — — — — — — .. ..................... .............. ............................ e»:;»: :> o X o X 4x6 END MAX. 8" HIGH $Q. COLUMN, TYP. %1NE ✓_ 11\ /_ \n 1 0 1 0 STUDS TY FOUNDATION STEM ELEG. L — — — - - OF WALL ABOVE — — — — ALLS GARAGE, TYP. METER — — — — — — LINE OF WALL ABOVE — — JFLEG. ETER ELEC. PANE // GARAGE DR \\ PANEL / GAR4GE DR \\ 2 HR RATED 12" $Q. COLUMN, TYP. Q):)?F) Q::::>)):>: Q:: Qa:::;) ::::f;)Q:: ELEC. L — — — — LINE WAL ABOVE — — — e — — — — — I — L n O — — — — — J SPECIAL PLYWOOD METER — — — — — ELEC. — — NAILING TYPE A 8'-0" g'-Vr 0" 8'-0" 8'-10" 9'-2" 8'-0" 8'-0" 8'-I " 9'-2" 8'-0" METER g _0" 8'-0" 161_10" 11'_2" 16'_10" '�� 17'-2" 11'_0" UA7E 4/'7/1.3 SHEET NO: 33'-10" 34'-0" -34'-211 102'-0" SQUARE FOOTAGE (EA. UNIT): LOWER FLOOR: 218 SQ. FT. U I L D I 1G 4 FIRST I RST FLOOR LAYOUT MAIN FLOOR: 625 SQ, FT. I� I I UPPER FLOOR: 666 5Q. P7, TOTAL: 1569 SQ. F7. OF 1.5 51MP50N 1_55U28 OR EQ. R ji '�L UPPER FLOOR PLYWD. R15ERS (HGT "f" MAX.). �7y1fSTEP BACK 6" SYSTEM PER � <�4YlaSi A INIPLAN 6'-8" MIN. HEADROOM FIREPLIREPLACElOF RAIL W/ 2 X 2 BALUSTERS - 4" _0 MAX. OPEN'G (OR EQ. PER CODE). 30" TO 38" VERT. FROM TREAD N05ING (AT LEAST ONE SIDE OF �1r7Y STAIR ). IF At OPEN SIDE OF FIREPLACE DETAIL STAIR MIN RAIL AD TOBE34" VERT. FROM TREAD NOSINCx. T P SCALE 1/4" = 1'-011 STRAPS: 0 - SIMPSON "MS73"I" VERTICAL STEEL STRAP 1-I/8" PLYWOOD TREADS O • SIMPSON "M5148" VERTICAL STEEL STRAP A . SIMPSON "MST60" VERTICAL STEEL STRAP HOLD-DOWNS: (� . SIMPSON "HT74" HOLD-DOWN W/ 5IMP50N "5STB16L" ANCHOR BOLT (3) 1-1/2"X24" PLYWOO 2X4 SHOE STRIA W a 12 (GLUE < STANDARD STAIR sEGTION PROVIDE DOUBLE STUDS AT EACH STRAP AND "HT74" HOLD-DOWN SCREW 9 12" O.C. A - SIMF-50N "HDQB-5D53" HOLD-DOWN W/ SIMPSON "667528" ANCHOR BOLT PROVIDE 4x6 END STUDS AT ALL "HDQB-5D53" HOLD-DOWNS AI0 AI0 102'-0" 13,_2" 4'-2" 3'-101, 13'_0„ 131_0„ 4'-2" 3'-10" 13 _2„ 3'-10" 13,_0„ 6,_6„ 6,_6„ 6, „ 6,_1„ 6,_6„ 6,_6„ 6,_6„ 6,_6„ 6, „ 6,_ 1„ 6._6„ 6,_6„ MIN. 36" RAILING, TY-. MIN. 36" RAILING, TYI=. TWO-HOURIREWALL TO MIN. (n� DECK 36" ABOVE DECK q DECK �9 PER 830222 A3 A3 \\ 1 MIN 36" INC TYP. MIN 36" RAILING, 0 6/0x6/BSD. GL. DR 0 0 6/0x6/8 S D. GL. DR O IL t G 7Y q• (� flA TWO-HOUR TWO-HOUR ILII �I1 N 11 I....... 61 FIREWALL TO MIN. DECK FIREWALL TO MIN. DECK ms-µ 36" ABOVE DECK A 36" ABOVE DECK A Al PER 830222 PER 830222 MIN 36" RA IN TYP. MIN 36" RA 3 11 _011 11'-0" LING, 7 LING, TTP. �� 0 0 6/0x6/8 6 D. GL. DR 6/0x6/8 SLID, GL. DR O TWO-HOUR r RAISE FIRE PLACE Sb6' 18 RAISE FIRE PLACE � '' TWO-HOUR q FIREWALL TO MIN. „ `�S AI2 `�S tt FIREWALL TO MIN. DEG{ A3 > 36" ABOVE DECK DECK a HEARTH 12 W UI t-IN HEARTH 12 W/BUILT-IN R /B L y y ? NICHE ABOVE FIREPLACE, fiq NICHE ABOVE FIREPLACE, fiq [, a 36 ABOVE DECK PER 830222 �0 w i P PER 830222 E e W REFER TO DETAIL ABOVE ry ":., REFER 70 DETAIL ABOVE ry e DIRECT-VENT GAS F.P. DIRECT-VENT GAS F,P. ,�. - 6/0x6/8 SID. GL. DR 6/0x6/8 S D, GL. DR 61 UL. LISTED INSTALL PER U.L. LISTED INSTALL PER ? 36 0 O O O (� M MFG. SPEC5. (TYP.) MFG. SPECS. (TYP.) J�� P RAISE FIRE PLACE RAISE FIRE PLAC '%b " - 1111 II�U/ ' r h j� HEARTH 12" W/BUILT-IN HEARTH 12" W/BUIL7-IN y `r 0 � 9'-0" GLC, °�' NICHE ABOVE FIREPLACE, NICHE ABOVE FIREPLACE, y AI2 w L I V I NC RM. kVJ REFER TO DETAIL ABOVE REFER 70 DETAIL ABOVE PTS e >: 16/2 x 11/2 V-0" CLG. 1vf DIRECT-VENT GAS Fp. DIRECT-VENT GAS F.P. {} 28 LIVING �I I, h UL. LISTED INSTALL PER h U.L. LISTED INSTALL PER �� �T (\�II \\J Al 16/4 x 14/4 MFG. SPECS. (TYP.) MFG. SPECS. (TYP.) M� �P HEARTH 1 E PLACEW/BUIL7-IN �� 1tiP HEARTH 1 ISE E PLACW/BUILE-IN r OPEN 3"611 OPEN 3'-6" � NICHE ABOVE FIREPLACE, NICHE ABOVE FIREPLACE, ?w F RAILING aD. RAILING 9'-0" CLG. 9'-0" CLG. �y� REFER TO DETAIL ABOVE �y REFER TO DETAIL ABOVE 0 II II II - - BEAM ABOVE - - - LIVING RM. L IV ING RM. DIRECT-VENT GAS F.P. DIRECT-VENT GAS RP. ~ - - - - - - - - - - - - ~ 16/4 x 14/4 16/4 x 14/4 U.L. LISTED INSTALL PER UL. LISTED INSTALL PER 0 _ - .q = d' .9 = MFG. SPECS. CTYP.J MFG. SPECS. (TYP.) m 8'-10" k 0 - _ _ ., 8D.- ( m Q m " u AI2 „ �- - �p - _A_RCH g,_6" OPEN OPEN 3 -6 9'-0 CLG. 9 -0 GLG. 0 1/2" PLYWOOD ONE SIDE - - - RAILING OaD 6 OaD. RAILING L MNG RM. L DING RM. CONTINUOUSLY INSTALLED- ABOVE NSTALLED_ O BEAM ABOVE - BEAM ABOVE- - - ABOVEANDBELOWALL - _ _ _ _ _ _ _ _ _ _ lV - - _ _ - - - - - - - - - 16/4x14/4 16/2x11/2 OPENINGS, TYP. 0 O - - - J V-0„ CLG. .9 = <F - d PROVIDE DINING RM. - ^� � „ OPEN „ 8 A N n VENTILATION _ 12/10 x 12/2 3 -�' RAILING O 3 6 OPEN o�_J FOR GOOKTOP � i} aD. AI0 m SINK W/ _ _ _ BEAM ABOVE RAILING 0 ° DISP 9'-0" CLG. - - - - - - - - - - - s, m .. KIT. - BP ii; D W 12/8 x 10/6 - _ :: `' ,� 4,_4.. .., �- -• 9'-0" CLG. 9,_0„ CLG. :! W - ' `' a � OaD. 8'-10" k 8 — BEAMABOVE DINING RM. ,5 DINING RM. m _ 0 nARCH - 2x61 A - - _ - - - - - - - - - - - - - r 12/10x12/2 AI2 12/10x12/2 n - - - p - - - - - - - - - - - - - - p - O if I °° °° L a.-loll �„ 4,_4u PROVIDE TILATION n 34"x16" DUCT-----, ........................... �" - - = DIN ING RM- = FOR"GOOK70P 4" 8' 1 OPENING 12/10 x 12/2 IN Wcq c0 x Q x z 0 - - - - BEAM ABOVE BEAM ABOVE - - - - z 0 - 0 9'-0 CLG.SDISP/ - - - - _ :...................... - ....................... O - - - -E7x71NCs BAR - - - - - - -E�C7II�B1tR- - O KIT. _ PROVIDE 34"x16" DUCT aD. aD. i2/8 x 10/6 D.W. r m I/2" PLYWOOD ONE SIDE ° VENTILATION OPENINGCONTINUOUSLY INSTALLED_ 9'-0" CLG. REF} © °FOR COOKTOP �q REFS v - - - - - - - ABOVE AND BELOW ALL DINING RM. 18 `r SINK W/ SI K W/ v I —�.� , SEAM ABOVE - - OPENINGS, TYP. DAU. i O - - a AI2 � © ° 9'-0 LG. � 2'-0" DISP DISP - - - - - - - - - - - - - BEAM m_j 13/0 x 10/6 I 15 I OaD. OaD. 9'_211 �� I KITC EN – A1' - - - ro PROVIDE I I PROVIDE ................. p� - Q I SINK W/ 11/10 x I /10 Q t �0 VENTILATION I I VENTILATION ul w DISP pW = FOR COOKTOP FOR COOKTOP = 4 _g / L 9'-0" CLG. 9'-0„ CLG. � 2x4 � x � c0 �x �J OI 10 I a QEF. KITCHEN I© ©I KITCHEN REF. FURRED - � \ O 0 3/8x6/0 FXD. W/ 0 0310x3 6 S.H. O 4/0x6 0 S.H. O '� : = 10/10 x 12/8 10/10 x 12/8 \WALL llrJ 34"x16" DUC 34"x16" DUCT =R' C2) 2/0x /0 S.N. (MULL T ETHER) -� ul ' �!' I o ©Q OPENING NV-011 CLG.ING R N 9 Q r- F, OPENING VENT ATDION F. L/ I M. 0 �S - ONE-HOU - - FOR GOOKTOP - R R W o W - FIREWALL PER 2/0 3/ 9 I 3/ I r © V 13/0 x 10/6 S. . LINEN LIN N ': S g _0„ LG. ° m TABLE 302.1, TYP. ONE-HOUR - v v FIREWALL PER 61 Ti KITG EN I TABLE 302.1, TYP. 0. (2) 3/0x /0 S.H. 0....... O (2) 3/0 6/0 S. . 0....... w w _ p 11/10 x 110/10 SINK W/ I m (MULL T ETHER) (MULL T ETRE ) -W. DISP ONE-HOUR I w FIREWALL PER - J ............ .......... ........... ........... TABLE 302.1, TYP. - -1 0 0 F W. 9 FL .............. I nn.. y��l 0 4/0x6 0 S.H. 0 3/0x3 S.H. O NE-HOUR 3/8x6/0 FXD. W/ 0 0 1 _10„ '-4" 5'-8" 5'-10" 5'-10" -4" -6" (MULL T ETHER) FIREWALL PER (2) 2/0x /0 S.H. SQUARE FOOTAGE (EA. UNIT;,. p,a,�'E; 4/17/13 TABLE 302.1, TYP. 7'-0" l'-0" 4'-6" 6'-4" 3'-0" 2'-6" 11'_6„ 11 _2„ 2'-10" 3'-0" 6'-4" 4'-6" „ „ LOWERTFLOOR: 2'18 SQ. FT. SN�E� NO: 7 0 7 0 MAIN FLOOR: 625 5Q. FT. UPPER FLOOR: 666 SQ, FT. 14'-0" 2'-10" 13'-10" 3'-2" 3'-2" 14'-0" 14'-0" 2'-10" 3'-6" 13'-10" 2'-10" 14'-0" TOTAL: 1569 SQ, FT, 102,_0„ WINDOW "U" VALUES LOWER 6 UPPER FLR = 0.35 PROVIDE 2x10 SOLID BLOCKING MAIN FLOOR - 030 UNDER ALL PARTITIONS 5ULDINCA 4 SECOND FLOOR LAYOUT OF 15 4111 4 L' iyY . 1 ^'d'fV�n. YAa .. £ Nub. STRAPS: SIMP5CN "MST31" VERTICAL STEEL STRAP Q - 5IMP50N "MST48" VERTICAL STEEL STRAP A - 5IMP5014 "I'9ST60" VERTICAL STEEL STRAP HOLD-DOWNS: Q 51MP50N "HTT4" HOLD-DOWN W/ 5IM105ON "$ST516L" ANCHOR BOLT B G PROVIDE DOUBLE STUDS AT EACH STRAP AND "HTT4" HOLD-DOWN Al0 AI0 - 51MP50N "HDQ5-5D53" HOLD-DOWN W/ SIMPSON "55TB26" ANCHOR BOLT PROVIDE 4x6 END 5TUD5 AT ALL "HDQ8-5D53" HOLD-DOWNS 11 102'-0" I/2" PLYWOOD ONE SIDE 13'-0" 3'-10" 13'_2" 4'-2" 3'-I0" 13'_0„ 13'-0" 414" 3'-10" 13'-2" 3'-10" 13'-0" CONTINAE30VEUAND 15 INSTALLED_ ABOVE AND BELOW ALL 6'-6" 6'-6" 6'- i" 6'-7" 6'-6" 6'-6" 6'-6" 6'-6" 6'-7" 6'-7" 6'-6" 6'-6" OPENINGS, TYP. (2) 3/0j,/0 5.H. (2) 3/0 /0 5,H. (MULL 7ETHER) (MULL 7 ETHER) ONE-HOUR - - - - - - - - - - - - - - - - - - - - - - - - - - - FIREWALL PER — —GIRDER TRUSS ABOVE— — — •cv GIRDER TRUSS ABOVE r TABLE 302.1, TYP. �J ......................... , ONE-HOUR (2) 3/0 /O S.H. (2) 3/0x!5/0 S.H, FIREWALL PER 0 � (MULL TOGETHER) (MULL T ETHER) TABLE 302.1, TTP. ONE-HOUR ONE-HOUR FIREWALL PER FIREWALL PER Il -0 Il -0 GIRDER TRU55 ABOVE _ _ GIRDER TRU55 ABOVE CABLE 302.1, TYP, TABLE 302.1, TYP. — �D �4 9'-0" CLG. N 15 9'-0" CLG, v c m m M�S I ER CI I I� AI2 ^ G� � 51 I IT 1,'-011 _ (2) 3/0 /0 S.H. (2) 3/0 /0 S.H. N \ .J I SU 45 .J1.4 0 � (MULL 7 ETHER) � � (MULL 7 ETRE ) � NI 16/2 x 12/8 16/2 x 12/0 (N.I.C. HALL) b CN.I G, HALL) d 0 9'-411 3'-10" 3'-I0" 9'-2" 4'-0" -I0" 15 = 17 -0 = _ _ = GIRDER TRUSS ABOVE _ _ = n = _ —GIRDER TRUSS ABOVE= _ _ _ y.. 1:;; - - - - - - - - - ii AI2 `; 9'-0" CLG. 9'-0" CLG. , tit t t �t 1 y I t - 1/2" PLYWOOD ONE 51DE I4S ER 5UI I E I IHS I ER S II I E a m m CONTINUOUSLY INSTALLED_ d SfR d SfR 16/2 x 12/8 16/2 x 12/8 ABOVE AND BELOW ALL B.P. LB.P. , (N.I.C, HALL) b (N.I.C, HALL) OPENINGS, TYP. /� -6" 4 -411 9'-2" 9'-2" 4'-01' 3'-I0" 15 8'-0" CLG. T e SLOPE 0 d SLOPE SfR d S I ER S 15 M 4StER SURE — 2'-6" 2x6 WALL FOR 2'-6" 2x6 WALL FOR co d — _ 16/2 x 12/0 16/2 x 12/0 ::.... .... ..... ..... M,4 ITE : FLOOR FLOOR r — — 1 (N.I.C. HALL) Al2 GLR. PLUMBIING FOR CLR PLUMBIING S� j FOR I I LB.P. LB.P. I (N.LC. HALL) y5'_6" O xo J 5' 6" eD, q a� „ 1, b 11 „ _ 2/6x6/8 D. r 2/6x6/8 �, StR a I s+ 3 -6 41-411 9 -2 -6 41-211 9 -4 V10w w s ::. 3/0x5/0 ». ....................... ..:...... ...:......................... 3/0x5/0 . ....................... ..::....... ..::�. 8 N 1 Ury\a}'0\ e 1/2" PLYWOOD ONE 5IDE 5 —p E b' V OPS S4R 34R CONTINUOUSLY INSTALLED_ D +6 D +s FLOOR ; 2x6 WALL FOR 2'_6" 2'_6' 2x6 WALL FOR FLOOR — — r — — ABOVE AND BELOW ALL PLUMBIING R CLR CLR PLUMBIING � FOR - OPENI S, TYP. r d d A x I.B.P. eD. x I > i , I 61 Q u u a � AI0 0 tz7� 0 L —f �uaa 5 5 -6 q - - v ,n — vin 8 m U U 2/6x6/8 2/6x6/ 5/0 TUB W/° " W +�\ _ L755HWPK_ TUB W)- rL W }�\ z 3/0x5/0 3/0x5/0 I a I & Q 8 SHWR \� Y .... ? -....ry S1 z A7 \ 6 Alv U SLOP t U B c m W +� D D {s LLCFpE_ . 2x6 WALL FOR 2,_6u 1 _ 2x6 WALL FOR 2'_6u n Q FLOOR . ,tdA. `r Y : : ...... .........:!...., p .. ,� ,� \N N LUMBIINGPROVIpE METAL TRAY PROVIDE METAL TRAY 8PLUMBII Gdl B . O = ry - ; m CLR. I FOR m CLR- x UNDER WASHER MAGNINE \� UNDER WASHER MACHINE \b ':: _D. - - 5 -6 L — — IN 5 -6 , Io N >::................... , 1.ae 2/6x6/8 �• 2/6x6/8 0 IV Ln 3'- 0" „ - S. W 5/0 TUB W/ 5/0 TUB W/ » - 3 SHWR SHWR r = 'L\ _ -� 5 ': ... \� 3/0x5/0 3/0x5/0 r 3 6 - � s SHWR SHWR =� ,. ° ° y LINEN ° LINEN ° m fii m z �+ D �+ D Al CABINET ® CABINEt ® - , p k ae' as PROVIDE METAL TRAY PROVIDE METAL TRAY \� Qep O @ ry\ A� y\ G UNDER WASHER MACHIN DER WASHER MACHINE U E UN 6' 9-1 -0" -6" �+ /\ ry s 5/0 TUB W/....... �7- s 5/0 TU8 W/....... _ Z O e _. Q B ry\ : ................ 5'-10" d '-6" 'Y\�+ i,............... 3�- �� _ `r _ 31 (oil 3: +6 W '' ° $HWR =1 +6 W �` ° 5HWR Q .0 0 2,e, in e s 28 eD. LINEN LINEN m izil m 7 V /1 6 9'-0" CLG. OaD. }8\ i -b') CABINET CABINET _ -� pas PROVIDE METAL TRAY _ p PROVIDE METAL TRAY CLG. ry\� BEDROOM ry\� I Z �6 UNDER WASHER MACHINE ae ?6 UNDER WASHER MACHINE BEDROOM 14/0 x 9/6 b w \/ 9+ O d \/ _ 8 i8 AI2 1N /\ s N /\ ! d 0 13/10 x 9/6 �0 1 i ONE HOUR �'s+ i ? - Y \ 3._ 3' I0" 5' I0" 5'-10" 3'-6" \ ....... ......... _ FIREWALL PER 6 O LINEN " 9 TABLE 302.1, TYP. 6 I �s ae BD' 1 n CAB NE7 CAB NET a :> GIRDER TRU55 ABOVE . .... GIRDER TRUSS ABOVE _ — »»: »»::»:.; ;: 1 +s6 9'-0" CLG. 9'-0" CLG. ry\a} >8 = _ >: _ - - - G - - - - - - - - - � I BEDROOM BEDROOM I � g P. \. } d B.P. A13 a a 14/0 x 9/6 14/0 x 9/6 +sir O sir 15 u n ........................ Q \� AI2 (2) 3/0 5/0 S.N. (2) 3/0 5/0 S.H. +6 aeO 8'-0 CLG. 1 �6+6 a80 (MULL T ETHER (MULL 7 ETHER) ;? ti /' e " — GIRDER TRUSS ABOVE— — — — — — — —GIRDER TRUSS ABOVE — :;'::::: .... .. .. - 8 EDROOM 8 5._0.1 CLG....... ...... .. IV ONE-HOUR 14/0 x 9/6 1 BEDROOM e FIREWALL PER a J `� J= 13/10 x 9/6 TABLE 302.1, TYP, n 1 \� ONE-HOUR 1 \47 Q . .... .. ... ........... ..... ::. ::. ::. :::::: + FIREWALL PER + (2) 3/0 5/0 S.H. (2) 3/0;:5/0 S.H, b I \� TABLE 302.1,TYP, I CMULL T ETHER) (MULL T ETHER) ry GIRDER TRUSS ABO GIRDER TRUSS ABOVE ONE-HOUR - - - - - - - - FIREWALL PER c AI3 c TABLE 302.1, TYP. It . :::::::. :. ::::. ::.:. (2) 3/0;:5/0 S.H. „ , (MULL ' E7HE ) „ „ (MULL T ETHERJ „ 6'-II , 61-1111 -I.-Oil 11.011I.-Oil 11-011 6'-11 6 -II �'-0 1 -0 I/2 PLYWOOD ONE SIDE CONTINUOUSLY INSTALLED_ ABOVE AND BELOW ALL 14'-0" 21-1011 13 _10" 3'-2" 3'-2" 14'-0" 14'-0" 2'-10" 3'-6" 13'-10" 2'-10" 14'-0" OPENINGS, TYP, 0,47E; 4/17/13 102'-0" 5WEE7 NO: SQUARE FOOTAGE (EA. UNIT): WINDOW "U" VALUES m 095, TYP. LOWER FLOOR: 218 5Q. FT. MAIN FLOOR: 625 SQ. FT, 5U I LD IN TH 122-W'Z12 FLOOR � 'OUT UPPER FLOOR: 666 $0. FT. �/*� UTOTAL:PPER 1569 SQ. FT, SCALE : 1/4" = I'-m" Op 15 R'Z' .X * USE BASIC RADON PROTECTION 1"ETPOD HOLD-DOWNS: Q = SIMPSON "HTT4" HOLD-DOWN W/ SIMPSON RADON BARRIER SHOULD BE LAID WITHIN THE FLOOR "SST15I6L" 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 = SIMPSON ,HDQS-SDS3" HOLD-DOWN W/ AVOIDED OR IF THEY MUST OCCUR THEY MUST BE EFFECTIVELY C SIMPSON "SST526" ANCHOR BOLT A10 SEALED. ADDITIONALLY,GAS SHOULD BE PREVENTED FROM ,410 ENTERING VIA THE CAVITY BY THE PROVISION OF A CAVITY TRAY. PROVIDE 4x6 END STUDS AT ALL 1IHDQ8-SDS3" HOLD-DOWNS ]z 13'-0" .4 3'-8" 13'-4" 4'-411 3'-8" Lo 13'-011 13'-0" 4'-4" 3'-8" 13'-411 lu 0 lu `) lu lu} to 1 F714 - I = WN L!!j I I I I w� I •�: I I 1 ��;I 5 I I I I I 'I•' I I I tu I- • •• t:: '!' I y ' `+- •'a �`:.:;: ',.... ''"f, .a. « «,l 7it 1 :• — -. 6x6 POST ON 6x6 POST 24"X24"X12" 24"X24"X1211 13,ti : . • ti.: :., I I I CONC.FTG. CONC. FTG. - •' I I t R-15 RIGID INSUL., 1 p�- - - - - - - - - - � - - p pl- - - - - -- - -� - - -gyp EXTERIOR AND GARAGEI _ .; 1 r :+:� f:..Y .' {''� :.:-:. r.'.,. :�' " N A II ,a, f FACING WALLS ONLY, TY :�: I 0 - - - - - -- - - - - -- - - - - -- - - - - - - - - I I I I 4 CONC. ON MIL TED I I 1 ., —J .`:. I I I _ L — 6x6 POST ON I 6x6 POST O 6x6 POST ON-,/ — I I VISQUEEN VAPOR BARRIER ( 1 I f;:',.:'•.; •7 :.;: I 24"X24"X12" 11 24"X24"X12" I I 24"X24"X12" I r - - - CONC. FTG. CONC. FTG. I •:{ I CONC. FTG. - - - 11 1 - - - - - - - - -� — '-1 I— p�- - - - - - - - —� - - -gyp R-15 RIGID INSUL., � I ; I R-15 RIGID INSUL., I . I _� _ I I II II XT 10 AN GA E ,¢ I • .r• y .f •, .. .•'.,. . • ,. _ I ,; >_; .•: 'f•.. ,. :,•.. :+ , I I 4 CONC. SLAB ON 6 COMPACTED I XT 10 AN A :f R R D RAG � • •;: I �.•' I E ER R D G RAGE I I E E I •%�•� I - - - -- - -- - - - - - - - - - - - - - - - - :. I GRANULAR FILL ON 6 MIL I I I 1 FACING WALLS ONLY, TYP. I I FACING WALLS ONLY, TYP. VISQUEEN VAPOR BARRIER ;: L — — 6x6 POST ON 6x6 POST O —� 6x6 POST ON 6x6 POST O . . •e. I 24"x24"x12" 1 24"X24"x12" I :;:::::4• :•: ' I 24"x24"X12" 24"X24"X12" I I 4" GONG. SLAB ON 6" COMPACTED I I 4" GONG. SLAB ON 6" COMPACTED CONC. FTG. 11 CONC. FTG. GONG. FTG. CONC. FTG. r THICKENEDE —B J I r = — —— —C—FNEQ 5LA5 — — I I GRANULAR FILL ON 6 MIL I �. { GRANULAR FILL ON 6 MIL { f— — — — — — — — { „ { VISQUEEN VAPOR BARRIER VISQUEEN VAPOR BARRIER 1-I'-0" I y 1 4x6 POST I *. I /1_p 11 +. 6_911 I - R-15 RIGID INSUL_, a I I �' R-15 RIGID INSUL., - ° :. ON 18xl$x12 , r ' I EXTERIOR AND GARAGE I I Ln EXTERIOR AND GARAGE I I CONC.FTG. a) ( I <t — 4x4 POST I I 4x4 POST — — 'd { I ` FACING WALLS ONLY, TYP. I I II 11 I I FACING WALLS ONLY, TYP. _ ( I ;'• r ON 30x30x12 ::' ON 30x30x12 4 CONC. SLAB ON 6 COMPACTED L — -- - - - - - -- - - - - - -`n J {- - - - - - - - - - - - - - - - - — _J I I I CONG. FTC�.rJ- -�- -�CONC. FTG. I I I ( I =`. I GRANULAR FILL ON 6 MIL I ' e I I I I I I I I { 4" CONC. SLAB ON 6" COMPACTED I :) I VISQUEEN VAPOR BARRIER I( -. - - - - - - - - - - - - - - - -+- -� I L - - -J I L -- J I I GRANULAR FILL ON 6 MIL VISQUEEN VAPOR BARRIER - -4- - -� .•�. - - - - -1 •' I = (2)4x6 Post •t 1 = I ;{: I I ;•: I m I ` I m I :• I e ON 36x36x12 L J = I - - - - - -- - - - - - - -� - - - - - - - - - - - - J CONC. FTG. T T �' A v4" to 6" STEP g { I v4" to 6" STEPI I - - - - - - - - -- - - - - - - � �- `^ - - - - - - - - - -� - - - -� I - - - -THICKENED -5LA5 - - . I L C,_ p _.:.Br - - - - A10 I DOOR DEPENDENT I I 5 DOOR DEPENDENT = I I- — — t w — _ I ON SLOPE ON SLOPE I 10 6" I 4x6 POST I 'B .�: C D — B r• I - ON 18xi8x12 ;L' ( ( { - - - - - —Q- —Q-� rQ- - - - - -Q— - - - - - -1 I - _ { CONC. I 6l I I 3'-8" I I I I I m m `4 : R-15 RIGID INSUL., � ' • I EXTERIOR AND GARAGE I L 11 11 { I 1/4" TO 6" STEP { I ``� I I FACING WALLS ONLY TYP. 1 �- — — � 1/4 TO 6 STEP g SIM 4x6 POST 4x4 POST :•: - I IDEPENDENT1 .:• � — - - - - - - - - - - - - - - - -1 - - - -- - - - - - - - - - - - - -� I it = UJ I I DOOR DEPENDENT DOOR ON SLOPE I I ON 30x30x12 I I i ON 30x30x12 I 5 cn ON SLOPE 5 = O CONC. FTG. I I O CONC.FTG. I I 11 ' 11 c+l I • .• •,.:: ;. • i. :,• ;�'L- .: •,. •••. i �.. :' ',. r 7 I L J I : I L J ::�.: I I - - - - - -t - C- -D- - B•- - I� - - - - - - - - Q - --D - 15 - - { { - - • THI17- I-all0 I +y l { 1 = I I m I m (fin I I I . • �, 5 1 CA 4" CONC. SLAB ON 6" COMPACTED I I cn I " I w 11 1/4" TO 6" STEP 0 I I I GRANULAR FILL ON 6 MIL I ( W I • :' I 0- 4x6 POS I I DOOR DEPENDENT 1/4" TO 6" STEP a ( I (- — — Q O ON 30x30x12 — — -1 - I 5 DOOR DEPENDENT 4" CONC. SLAB ON 6" COMPACTED VISQUEEN VAPOR BARRIER 4x6 POST I ( N GONG. FTG. I { itl ON SLOPE 11 ON SLOPE I GRANULAR FILL ON 6 MIL I r e. I I I I ON 30x30x12 I I I I I I '— SIM. 1 I I VISQUEEN VAPOR BARRIER I I I I I I LONG. FTG. I I I I I : t I I ,�;. 11 1 1 L - - -J 4x6 POST _ I 4x6 POST I I . 4" CONC. SLAB ON 6" COMPACTED I 1 4" GONG. SLAB ON 6" COMPACTED 3'_811 °. I ON 30x30x12 I ON 30x30x12 ELECTRICAL 1 ELE TRICAL I --)i. I GRANULAR FILL ON 6 MIL I `~ I I 1 GONG. FTG. ( I GONG.FTG. I { STUB UP 1 I Stu UP GRANULAR FILL ON 6 MIL I I "r I • I I VISQUEEN VAPOR BARRIER { I VISQUEEN VAPOR BARRIER I I 6x6 POST g 6x6 POST ON 1_311 I I 6x6 POST ON 6x6 POST ON 31 -111 I I I r L f 24 x24 x12 11 24 x24 x12 : . I 24 x24 X1a 24 x24 x12 11 II II It II II II II 11 II II II I I �: f• I CONC.FTG. CONC. FTG. CONC.FTG. CONC.FTG_ • I , .. BLOCK out ., ..:.,. BLOCK OUT :_ `•y ': �•'` ' FOR 8/0 DR. •'. ..;.,:. -.: `'.:• _ :': ``'...'....J.: FOR 8/0 DR. •'' •':` I 4" CONC. SLAB ON 6" COMPACTED ELECTRICAL EL GTRICAL 1 GRANULAR FILL ON 6 MIL I - - - - - - - - - -- - _ —� - - - -- - - ,.• I I 1 411 GONG. SLAB ON 6" COMPACTED ~r 1 STUB UP STUB UP I I VISQUEEN VAPOR BARRIER 1 GRANULAR FILL ON 6 MIL I x6 POST SON 8 i 6x6 POST O 3 3��{ = : { = 1 = VISQUEEN VAPOR BARRIER ( I 4 x24 x12 11 I :.: I 2411X24"X12" I m m I DNC. FTG. — — — — — — — — — — — CONC_FTG. 16"X16"X12" 1 �. BLOCK OUT ....• _ BLOCK OUT GONG. FTG, u1 z _. "� FOR 8/0 DR. '' .' ,. '' FOR 8/0 DR. I I r' A { I MAX. 8" HIGH — - - - - - - - t ( ELECTRICAL cp - - - - - - - — ELEC RG L I O di �— n �— — I STUB UP I 'y STUB UP I I FOUNDAT ION STEM Lu.4 O ELEC. - ELEC. I 131 11 x6 POST ON 8 I 31_ 11 6x6 POST ON z } METER I I �' METER = I _. WALLS g GARAGE TYP. N 0 � ,�.. 411X24"Xi211 it I 24"x24"x12" { :: ONC.FTG. CONC.FTG. ol W . _ 16"X16"X1211 `�01 . . ;.. BLOCK Out ,_• ,; :, BLOCK OUT No w ONC. FTG, w d :, _:• — — FOR 8/0 DR. _ "' — '' ' — — FOR 8/0 DR. METER-tE L E C. c- '. I ELEC. 1 4/1-7/1-3 /� �{ EtERS ((��LL �f- 4'-011 10 8'-011 5'-011 4'-011 8'-011 4'-1011 5'-2" 8'-011 4'-011 4'-011 8'-0" 4'-101' S'-2" 8'-011 4'-0" 5'-0'1 8'-011 41-01101 V�fEE f NO: In �If In 01 33'-10" 34'-0" 341-211 1021-011 ING ®UNTI®NL NR-15 RIGID INSUL.,EXTERIOR AND GARAGE SCAL_� ,/�ii = V-011 �_�ii FACING WALLS ONLY, TYP. OF 15 �1 MM.Fi`04=It �• � A J of sy, % STRAPS: ® = SIMPSON "MST37 VERTICAL STEEL STRAP * USE 5AS I C RADON PROTECTION METHOD Q = SIMPSON "MST48" VERTICAL STEEL STRAP RADON BARRIER SHOULD BE LAID WITHIN THE FLOOR CONSTRUCTION AND LINKED TO THE DAMP PROOF COURSE LAID ♦ = SIMPSON "MST60" VERTICAL STEEL STRAP 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 = SIMPSON "14TT4" HOLD-DOWN W/ SIMPSON SEALED. ADDITIONALLY,GAS SHOULD BE PREVENTED FROM II "SST5I6L" ANCHOR BOLT ENTERING VIA THE CAVITY BY THE PROVISION OF A CAVITY TRAY. �I PROVIDE DOUBLE STUDS AT EACH STRAP AND "HTT4" HOLD-DOWN � SIMPSON "HDQB-SD53" HOLD-DOWN W/ $ SIMPSON "867528" ANCHOR BOLT ,410 PROVIDE 4x6 END STUDS AT ALL "HDQS-SDS3" HOLD-DOWNS C 4x4 4x4 4x4 ,410 POST _ LINE OF DECK ABOVE POST\L, LINE OF:_DECK_A50VE POST 4x14 DF. P.7, BM- — — — — — — — — 4x1 DF. P T. BM- — — — — — — — _ I ?X8 ?k N JOISTS A A ERPEN ICUL IN I I I I o� ' d� s Is AR$A FOR ost 4 ✓p ✓ S 4x4 4x4 4x4 PC, T I I - - A ECH., t P. 1 �'_ LINE OF DECK ABOVE POST _ _ LINE OF DECK ABOVE POST SIMPSON U28 HANGERS3 I g - — — — — 4x14 D.F. P. BM. 4x14 DF. P. BM. ON 2x8 P.T. LEDGER, T TYP. 0 ALL UNITS _ — INE W —O O — LINE WA L ABO — O _ ?k8 p ?kRLN JOTS S ✓p A P RPEN ICULA IN 4x4 4x4 4x4 STRAP DEC I I I _' Q I I �C T3 I I I I I I p TI-�fS ARE FOR -C POST POST POST x10 DR. ® x10 DR. ®`v U ® I 1 A . T A M CH-, TY�- I LINE OF DECK ABOVE LINE OF DECK ABOVE— — —TO UNIT W/ — — — — — — "MST31„ - — — — — — 32 4x1 D.F. P.1 BM. 4x14 F. PT BM. 2S 4x8 D 4x 0 — 14 NE OF ALL OVE — 0 - - — L IN OF WA L ABC— O 2 I $ ?k8 I ,e,14 I I I I I I I I I I I I I I I I ez � � ez ��¢ .r a A v I I v I lQ) oc, Tr I I I I �4 pC e I — 4xI0 HDR 4xI0 D 1 I I IRUN JC ISTS I 32HFOR ME H.,IT I•S g I STRAP Yf). TO UNITDECK O 14 INE WALL BOVE g _ IN _ L O x DR. 4x8 "MSt3�" 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 � 24 1 I I 13 Q c9 Q 24 U 4x1 HD ® 4xI0 HD -� 13 IIo� 4x DR. R- BE RIN WALL V csD sup , P_ -' L. J T. x6 L. J T. sus ���, G 24 f � oS 4 `0 4 I I I 13 k k I I I POTFOsT 4x4 x4 4x 4x4 LK'C� o f o f I� I I I Posr I OSTI �OST I I Pot I I I I I I I I I I I I I I I I I I I I I II I 4x10 4x10 SM. _' � i BEdRIN� WALL I I I I �, + i ,ev 14 4x10 B 4 10 BM. 4x12 BM. _� -� �' 4 12 BM. BE RIN WAL - O i •c sj. OSt "OST k �m x x �� k I I I ��S I I I - ,0 1/2" PLYWOOD ONE SIDE OST POS W CONTINUOUSLY INSTALLED_ BEARING WALL BARI LL ABOVE AND BELOW ALL Q' I I I I I I I I I 1 = I 1= I OPENINGS, TYP. I I I I I � � \A10/ I I I I I I I o� �` I ?1 ST I R I I I I I I I �� I ?1 ST IR X10 BM- 4x 10 BL. St. BL. ST. o o L 0' , I L LgLck 4x BEA RING WA-4. BE RIN WA L x6 a -� t0 POS x6 OST k -i k 0 OST k 6x6 A3 4x6 4x6 4x6 1 r� K,G POST PO POS _ POS + IARI�IGLL I I I I 1= . J T. — BL. J T. S A R I� I s-- �- I I I I I � ��Q• I c jl S A R 4x10 BM. I I 4x10SEAR BM. �► -� G = - 4m 4x r 0' r t'II ' o ry o POST POS cn . o� . JST. DBL. JST. 1 12 4x6A3 4x6 I� s,s ST IR I� s+8 - JST- OST I — — -1/x15 L. B . 11 .� 1 POST /DBL. JST. ��s W Lt oo 0,. I 4x 4x6 `, OST POS r4x(o I o `�►+gip N � OST OSt 40ST A3 POST 1 I 0 L. Js 4 6 E I I s UDS TYP I I I I I I I I I I � 6+o�ops �o �� • - I I I Ir I I I I I I I I Tin' I I I I I I I I o I T 5-1 8x13L. M. 5-1/ x13=010L. hs �Q DBL. JST. m JST. • O 4xro SPE IAL PLY 4x6 6 4x6 NAI ING YPE "A" POT I OS POT � u I I I I I I I I I -- I- - - — — - - — — — - -� — - - — — — — J. — LINE OF WALL ABOVE LINE OF WALL ABOVE 1 1 I •� s� I •� � 5 1/8x1 GL. BM. 5-1/ x13 L. B . �, -o 1)A 7E. 4/17/13 4x6 4x x6 6 xI I o Aro E 29 6HEFE7" h10: ISTZOSIOS OdST IL -T— I — — —_ —_ — — — __ a J I I I S UDS D A14 LINE OF WALL ABOVE LINE OF WALL ABOVE 1 NOTE: MIN. HDR SIZE TO Br= 4x12, U.I.O. 5 1/6x GL BM. 5-1/ x13 1L. B . x6 4 x6 SPE IAL PLY o4x 5UILDING 4 SECOND ST O NAIL PE SCALE 1/411 - , _01' !!�^ _� � LINE OF WALL ABOVE _ z� LINE OF WALL ABOVE — — — � � U OF 6 b AP1�41 k g STRAPS: ® = SIMPSON "MST37 VERTICAL STEEL STRAP * U6E BASIC -RADON PROTECTION METHOD IZ Q = SIMPSON "MST48" VERTICAL STEEL STRAP RADON BARRIER SHOULD BE LAID WITHIN THE FLOOR CONSTRUCTION AND LINKED TO THE DAMP PROOF COURSE LAID ® = SIMPSON "MSt60" VERTICAL STEEL STRAP 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 = SIMPSON 11HTT4" HOLD-DOWN W/ SIMPSON SEALED. ADDITIONALLY,GAS SHOULD BE PREVENTED FROM "SSTBI&L" ANCHOR BOLT ENTERING VIA THE CAVITY BY THE PROVISION OF A CAVITY TRAY. PROVIDE DOUBLE STUDS AT EACH STRAP AND "HTT4" HOLD-DOWN = SIMPSON "HDQ8-SDS3" HOLD-DOWN W/ SIMPSON SSTB28 ANCHOR BOLT PROVIDE 4x6 END STUDS AT ALL "HDQ8-SDS3" HOLD-DOWNS B A10 C A10 TWO-HOUR FIREWALL t0 MIN. 1/2" PLYWOOD ONE SIDE 36" ABOVE DECK CONTINUOUSLY INSTALLED P 830222 ABOVE AND BELOW ALL e OPENINGS, TYP. O 4x10 HD O x10 D O TWO-HOUR TWO-HOUR FIREWALL TO MIN. FIREWALL TO MIN, 36" ABOVE DECK 36" ABOVE DECK PER 830222 PER 830222 i e h I I I I I I I I i O x10 DR. 0 4 10 R. O TWO-HOUR two-HOUR FIREWALL TO MIN. FIREWALL t0 MIN. 1/2" PLYWOOD ONE SIDE UIL 36" ABOVE DECK 36" ABOVE DECK CONTINUOUSLY INSTALLED_ PER 830222 PER 830222 ABOVE AND BELOW ALL 1 OPENINGS, TYP. G• e ° 6x O O O x10 o� I Posh I I I I I I i I I I I I I I I I x10 HD DR. -�--- -TI _ff y�Q ✓o b, oG �` co °Q I I I I I I I I I I I I I I I I I LK'�A LK' , o� PE Awopq 4 TNI LOP FL R NTH I P St AREA FOR STAT CLQL I I I I e REA FOR STAT CL --1 �. mom5 I/8x1 GL. BM. �0 4 LOP FL R THS LO EFL R IN T I +� `�o k 1 B PO t I REA FOR STAT CL RE FO STA R C R. ✓�� �s , � x _� x4- B oS I I I I I I I I �' OS' x6 ST PO 4x6 ' '6 I I I O 1/2" PLYWOOD ONE SIDE 4x1 B I OST 5_1/ 15 L. B 5-1/ x15 L POS I I I oc � CONTINUOUSLY INSTALLED._ � I � LOP FL R TH 6 ABOVE AND BELOW ALL OPENINGS, TYP. �, I REA FOR STAT GL ' - 4x - x4I LK I I k BLK A10o I I I I I I I-' I i I I I I I I I I POs I I I I I I I I I I I I I I I I I `� °$ I ost I cA I 10 = 4x D 5 1/8x1 GL BM. ° �- — — -� S OPH FLC OR 114 TWI; ST IR O� St IR c� I A A OR TAf CL k 6x6 x6 L 4x6 0 4 L ( a' PO 4xg 4x OST POS P ST N P T `Y'I I I I I I I I I POST _ 10 ® 5 1/8x GL BM. r B_ 5- /8x1 �GL. .+. 10 4x10 BM. to 1 O 01p 1 (P p .+. L A31 1 ST IR �4 cn �► W L �0 5L K'G. (] — LK' Q �,+� �4? STAI r A� �x� — �><� L. BI. L. B� wEL I I I I I I I I E5- (P � I N o 4 6 4x 4x 6x DBL. JOIS -' LK' — _ LK' . -' BL. JOIS PO T v'r'+ OST POS OST h — — �- 5 /8x1 GL. M. — 5-1/ x15 L.9B . I I I BMI I I I I I I I I I I I I I I 41 x1 M I 6, �� I o �, �;9 1 I I x I I x CA p 4x 2 e 4x1 � 4x12 0 0 0 32 . A14 10 10 IN ONE-HOUR I I I I X TABLE 302.1, TYP. ONE-HOUR LDA 7"E: 4/17/13 FIREWALL PER x _ FIREWALL PER x12 M. 4 'z 13 I. I I I I I I I I I I I I I I I TABLE 302.1, TYP. Q O O 32 Q Q I I SHEE 7 NO; Al ONE-HOUR FIREWALL PER TABLE 302.1, TYP. e NOTE: 1"SIN. -IDR 51ZE TO BE 4xI2, U.N.O. 4x12 BM. x10 M. x12 M. 32 NE-HOUR FR 0( FIREWALL PER E 1/2" PLYWOOD ONE SIDINFLOOR ., . CONTINUOUSLY IN-STALLED- SCALE D_SCA EI 1 /4II = , -Oil ABOVE AND BELOW ALL OF h5 OPENINGS, TYP. D.S. ,•k - - - - - - - - - - - - D•S• �� D•S• =rI .� Y 1 8/12 8/12_ ®ell S'2_ Lt^ '^dt iIQ Phi .S. * I I ' 5I2 SAA►— ' — B/12 I 8/12 I 4 I 2 8I2 SAA I I I I I I I I I 1 I n MIN. MIN. I 4'-0" I I ®el2 I MIN. I I El4'-0" I I I 1 1 ❑ ❑ MIN. NoI I ROOF INC- NOT 5: I I k'-O" MIN. 4�_0�� I I • INSTALL (20) I I ❑ ❑ ❑ ❑ MIN. I AF50 ROOF JACKS (OR EQ.) n 1 IIIf aii2► I T FREE PENT. s 1 I -0 MINI 0 MIN. EQ. EAVES I I I I ❑ ❑ 1 I A. UPPER ROOF 4002 80.FT (20) ROOF JACKS I I I I '-0" MIN. I I (AT VAULTED SPACES EA. RAFT, SPACE MUST HAVE AN I 1 I I 1 I EAVE VENT. 0 RIDGE RAFTS. MUST BE NOTCHED 6 TOP 1 I 1 I 1 NEAR RIDGE W/ 1 1/2" DEEP BY 2" LONG: NOTCH FOR FLOW 1 I 1 1 n I THROUGH BETWEEN VAULTED RAFTS. AND OUT ROOF JACK 8/12► I A2 8/1201- I Ins v� I ° I 1 EAVES - 12" UNLESS OTHERWISE NOTED. I 1 I I ( RAKES - 12" UNLESS OTHERWISE NOTED. II 1 I I ROOF PITCH AS SHOWN D.S. D.S. L I 1 - - - - - - - - - - - - - - - - 11 ®8I2 8i� I 8A I D.S I _ D•S FLAN D.S. 6ROOF D.S. SCALE: 1/0"=1'-0" 1AI C0 A10 1021-011 3'-10" 13'-2" 4'-2" 3'-10" 13'-0" 13'-0" 4'-2" 40 3'-10" 13'-2" 3'-10" 13'-0" II II (I If T� H R. H ly. ONE-HOUR _@ I FIREWALL PER — — — _ GIRDER TRUSS = _ _ — C IRDER I RUSS = _ — — TABLE 302.1, TYP. 04E- OUR Ff W LL E 1 T ,BL 302 , YF. 0 r N HDR HDR = ONE-HOUR ONE-HOUR 8 8/12 8/12 ( 12 8/12 @ FIREWALL PER FIREWALL PER I I — — — — — GIRDER TRUSS— — — — — — — — — — GIRDER — — — — - TABLE 302.1, TYP. TABLE 302.1, TYP. -' Al2 I I 1 = 0 I I I I I T I I 11 I I I I � I 1 I I I N I s 8/12 8/12 1 I GIRDS TRUSS � - - - - - - - - -GIRDER TRUSS - - - - - I I 1 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 8/12 8112 I 8/12 8/1 I I 1 I e 4 14'-0" 10 I p NO BLE NON `� `4 I I � ST T FAG FACA:)= I 12 I ccl — I RO 1 _ 8/12 I ENET TIONS (THIN I 1 -0" PART WALLri I I s I I I 1 1 I I 11 I I I I I I 1 I I® I I I I I I I I I I 4-1011 4' 10 I — ri I = I I 0 -0 N ROOF I I I — — P NETRA IONS THIN 41 Oil OF IrAmiY ALL A — MIN 3/12 A10 I® 1 I I I I C I ICKEt RE�D I 4' IO I -0 I 1-011 , 4 4 � 8/12 1 I O I l0 I NO OOF I 8/12 z ® I I WIT IN 4'E0 OF P N�Y W LL I 1 ERT TIONS WITHIN I I I I „ � I I 33 IN. 3/12 i�IC t I I PARI WALL I L I I I 0 I I 8/12 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 3 cq — _ Al I I 8/12 8/12 I 8/ 8/12 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 11 1 I I 1 o W14LL PER n jI TBL� 32.1, T I I I 1 GI E T SS _J Gc RDS ROSS t ' 1/12 1/12 1 36 I I H A14 - 1 I a GI ER t SS GI ER tR SS ONE-HOUR - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - I 12 /12 1 8/12 8/12 FIREWALL PER _ 1'-0" TYP. TABLE 302.1, TYP. HDA. HSR• I •„L I I I I _I 1 O- - FIRE 1AII R TA51.E 3 2.1 TYP. It L IRDS ROSS L CxIRD R RU S ONE-HOUR - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - FIREWALL PER TABLE 302.1, TYP. H c4 H L:)A rE. 4/1'7/13 Ilk 6PEE7 NO: 14'-0" 2'-10" 13'-10" 3'-2" 3'-2" 28'-0" 2'-10" 3'-(0" 13'-10" 2'-10" 14'-0" 1021-011 NOTE: MIN. PDR SIZE TO BE 4x12, U.N.O. 5UILDING 4 ROOF FRAMING LAYOUT, SCALE : 1/411 = 1'-0" OF 15 12 _ _11�JEW .. '4 I I TRU SES P R MAN FACTU R I I I R-38 INSUL. g CEILING-s R- INSU14 's GE I INC R-38 INSUL. g CEILING 1 1/2" GY 15D5AT 5ATH 35AB 0 HALL � HALL HALL � e HALL W.i.c. HALL 5ATH W.La MALL 5ATH e I I I 3/4" T4G PLYWOOD LUE IWO SCREW t0 JOISTS ' 16" O. I I I STAIRS IR 1/2" GYP. R-21 INSUL. WELL W�LL ( BD- EXTERIOR WALLS TYP. FIRE 9 10 WELL @ WELL R 0 0 WALLSAl2 Al2 dAIR STAIR 0 LL WELL LIVING RM. LIVING RM. -- KI TCHEN DINING RM, DINING RM. @ 0 DINING RM. I 3/4" T4G PLYWOOD GLUE 4 3/4" T4G PLYWOOD GLUE 4 I I SCREW t0 JOISTS a 16" O.G. SCREW t0 JOISTS -9 16" O.C. STAIR STIAIR I WELL W LL STAIR - STAIR WELL @ WELL 0 Q uS L R 0 0 WELL HALL 5ATH °' HALL 5ATH 0' GARAGE Q m GARAGE HALL (' (' HALL 4" CONC. CONC./-411SL B SLAB / 5 2 -� 34 i 34 Ali All AI4 All A14 CROSS SECTION 12 SCALE 1/411 - 11-011 12 TRUSSES PER MANUFACTURER TRUSSES PER MANUFACTURER �� \ / USE BASIC RADON PROTECTION METHOD \ / \ / RADON BARRIER SHOULD BE LAID WITHIN THE FLOOR -N--- \ I / CONSTRUCTION AND LINKED TO THE DAMP PROOF COURSE LAID \ / \ / WITHIN THE WALLS OF THE DWELLING. THE JOINTS MUST BE SEALED \ / R-38 INSUL. CEILING �- AND ANY PENETRATIONS THROUGH THE FLOOR SHOULD BE \ / R-38 INSUL. g CEILING AVOIDED OR IF THEY MUST OCCUR THEY MUST BE EFFECTIVELY 1 SEALED. ADDITIONALLY, GAS SHOULD BE PREVENTED FROM ENTERING VIA THE CAVITY BY THE PROVISION OF A CAVITY TRAY. 1/2" GYP. BD. 1/2" GYP. R-21 INSUL. 0 5MEDRoom �,(,C. BD" 36 18 EXTERIOR WALLS A14 A13 BEDROOM �, 5EDROOM 5ATH UTIL ITY 5A"H B ROO SLOPE FLOOR TO MAINTAIN 6'=8" HEAD CLR. a STAIRS (16) 1-1/2" RISERS 4 ) 10" 3/4" T4G PL WOOD GLUE 4 TREADS 1-1S 's/8"�0 ON 2x12 R-21 INSUL. a E 4 SCREW TO JOISTS 16" O.C. HANDRAIL 16 MEET CODE EXTERIOR WALLS SCREWcTO JOISTSD Iro"O.C. 5/8" TYPE 'X' Z 1/2 GYP. EXTERIOR GYP. BD g BD, CANTILEVERS, TYP. 0 Q 22 - 22 PRE-FINISHED 3/4 A13 @ LIVING RM. DINING KITC N A13 dl z DINING DIA. ALUMINUM PIPES Q LG R LIVING M VERTICALS 6 4" O.G. �- TIMBERTEX DECKING—,,,, 3/4" T4G LYWOOD GLUE 4 3/4" T4G PLYWOOD GLUE 4 SCREW TC JOISTS 16" O.C. IL SCREW TO JOISTS V' O.G. rf 5/8 (14) 1-13/16" RISE 4 (13) 10" 00, �� 11 TYPE >( TREADS I-1/8 ON 2x12 5/8" TYPE 'X' EXTERIOR GYP. BD RUNNERS O.C. W/ EXTERIOR GYP. BD a CANTILEVERS, TYP. HANDRAI O MEET CODE CANTILEVERS, TYP. 31 A14 GARAGE m BI=D OM GARAGE 1� 4" CONC. SLAB A 7' x/1-7 4" coNC. /" Al2 � � 3 \ SLAB t All CROSS S AllCROSS SECTION SCALE : 1/4" -011 SCALE -- 1/4" - 1'-0" Op 15 V IBUILDING PAPER, LAP CENTER WALL OVER Ai?o OVER FLASHING 411 411 COM MON PROPERTY LINE SIM. SIDING OVER ,�11 5I-1 ,4T INC 1 AIRSPACE CLEAR 5ETWEEN WALLS, FIRE METAL FLASHING 5LOCK Q 10 -O O.C, TYP. 2-PR. �> �r.� PLACE CONI. 13E�AD 1 (NaUL.4TION HORIZ. 4 VERT. PARTY WALL OF SEALANT UNDER ►412 ,4SSEM5LY FLASHING 2X P.T. PLATE SLA5 ON GRADE ,��� � 4 15 MIN. UNIT 0 1 UNIT CULTURED STONE0 2 k 2 2 SILL 5LKG. 5ETWEEN FLASHING ° SLOPE GRADE AWAY STUDS FOR ' .,'«v•-ts. .: �.r:. '<'•�: a.•'.5;--�.•:.•, � .,ti>,y=;. .�••„R•.�,�: w•. •.•cw ° 1.. MIN. r'� '�'�..44' �` 'r�:{ �:Vi'"�4.:.,. .� _ — ° FROM 5UILD ING FASTENERS - — _ III II—I III III—I I I I III a A�r -I I I_I I—I I I L �^,t�!; �.�',.Y•••a.•'ref:' . :r...::••t� : . III -III , , I � -III I I ° •!�f...irk.: :•�'.�.:.. _j...._..r.l SAND =1 I I III=1 METAL ANCHOR � L R MIL. VAPOR A OR III 1 I II I II II 10 MIL. VAPOR 34RR1ER I 5,ARRI E R z " NOMINAL I CULTURED STONE 2 SAND 11” CONCRETE COMPACTED ° FOUNDATION COMPACTED FILL " ° ° DRAIN WALLDSL. STUDS � 1�" O.C. BUILDING PAPER OVER ° � • SEE STRUCTURAL ® ° �• . ,AT CULTURED STONE SHEATHING UNDER .° ° ° 1=0R FOOTING 51ZE(NO INSULATION Q � • SIDING TRIM 4 5RICK SEE STRUCTURAL ° GARAGE) I" STONE _ � 1=0R FOOTING SIZE D REBA ° • 1" MIN. AIR SPACE AND RE IBAR TYf=,23 2 HIR I=ARTY ALL FOUNDATION XTERIr= OR IN ,ANGOR TO D5L. 2X(o Ali SCALE: 1-1/2" = 1'-0" All SCALE: 1-1/2" = 1'-0" STUDS a 1(o" O.C. MAX. CORRUGATED FASTEN a E,4. D15L. METAL TIE STUD UJ/ MIN. OF (2) 1/16" DILA. X 4" LAGCENTER WALL OVER SCREWS POST PER PLAN COMMON PROPERTY LINE FLASHING 4" 4" SIMPSON P5 POST 5,ASE IF 1" AIRSPACE CLEAR TREATED WOOD, SIMPSON 5ETWEEN WALLS, FIRE HEIGHT VARIES 2 SUPPORT ,ANGLE � P55 POST 5SE IF NOT MAY �E ZERO � TREATED E3LOCK o 10'-0" O.C. GARAGE WALLS ARE SEE FDN. PLAN �" RE ED HORIZ. 4 VERT. NOT INSULATED ,A a ° R „ MIN SLOPE GRADE AWAY 12x12 MIN. Cl�xl� MAX.) CONC. G>AR�GE 1� T�1'P. 2-1-1R. ° FROM 5U ILD ING = PLINTH . � °• 412 PARTY WALL 2X P.T. PLATE =1 I I III III Ili III-1 I I I-1 I I III III-1 I I III= GARAGE SEE STRUCTURAL — - - I I III III, , ,III III ' III—III,—III—III—I I FOR FOOTING S 1 ZE I — �d —III — I I II II II 11 I • ° ° CONCRETE GARAGE ,AND RES.AR .• • � � SLA5 � z ° ° CONCRETE GARAGE 411 r-TG. DRAIN ° } SLA5 -�--- ° 4 ki) 4 � • • • III=1 I l l l l=1 I I . • . I . i COMPACTED FILL III • III III III II " I RICK ill' CONCRETE Allji ExTERIOR COLUMN SCALE: 1-1/2" = 1'-0" �. I=TG,, FOUNDATION All SCALE: 1-1/2" = 1'-0" ° a ° SEE STRUCTURAL O ° FOR FOOTING S 1 ZE SHEATHING 4 SHEAR WALL EDGE AND RE13AR NAILING PER SHEAR WALL SCHEDULE 1-IOLDOUN STUDS OR POST UP TO 1/2" OF FLAT SHIM MAY 5E PER PLAN (2) 2x MIN. 2o f=ARTY PLACED HERE TO AID IN WALL FIDN GARAGE INSTALLATION 01= I°40LDOUJN SPEAR WALL EDGE NAILING � SCALE: 1-1/2" = i'-0" EACH 1�oLDouJN STUD OR POST X11 ° ° RECESS E3OLT5 a END I I I I I WALL CONDITION II II II CONNECTORS To HOLDOWN I I I I STUD ,AS RECQ'D. 5Y MFR. SEE II II I sc1�EDULE I CEDAR OR PRESSURE TRE/4TED WOOD I �10LDouJN PER PLAN FTG. II SECTIONAL OVERHEAD SLA5 PER PLAN DOOR TRACK AT SIDES I I I I RISER 4 TREAD, OF OPENING I I I I FRAMING CONTINUOUS SEE ARCH. I I I WHERE OCCURS I NOTCHED STRINGER 4x12 EXTERIOR I I I A35 a EACH SLOPE L I— — STRINGER PRESSURE TREATED 2x ATTACH TO I CONC. W1 1/2x(o TITEN SID a 2411 O.C. (MIN. (3) EACH STAIR) ° a Ll(od a 011 O.C. TTP, a I I = 15UILT UP STUDS ® 0 1,7,E 7E 4/17/13 CAST-IN-PLACE HEADEDANCHOR SLA5 ON GRADE 50LT 4 WASHER, OR ALL THREAD 5WEE7 NO. UJ/ HEAVY HEX NUTS 4 WASHER, SEE TA5LE FOR EMBED DEPTHdo 10 YI= ICAL HOLDOWN TY1= 1GAL 5ASE OF STAI 5 Co" AlRAGE IDOOR THRESHOLD S All SCALE: 1-1/2" = 1'-0" „ - SOLE: 3" = 1'-0" SCALE: 1-1/2 - 1 0 All k NO OPENINGS WITHIN 4'-0" OF 4 PROPERTY LINJ Z=ITHER SIDSImp :, .� t� f CENTER WALL OVER � a� �� �.� ►� Gia, a'y e; ;� �� ROOD SHEATHING COMMON PROPERTY L INS THE PURPOSE OF TH 15 DETAIL 1 S TO INDICATE TYPES OF LOCATIONS OF WALL, CEILING AND ATTIC FLOOR PENETRATIONS THAT NEED TO BE F I RESTOPPE D IN ACCORDANCE WITH SECTION R602.8 OF THE 2008 ORSC. THE THICK LINES IN THE DETAIL INDICATE A PENETRATION BY A (2) LAYERS r7/5" FIRE RETARDENT t PIPE, CONDUIT, VENT, ETC., WHETHER PLASTIC (COMBUSTIBLE) OR NON-COMBUSTIBLE. IN TYPE 'X' GW5 TREATED PLYWOOD TYP. 2-HR. 15 GENERAL THESE PENETRATIONS COR THE ANNULAR SPACE AROUND THEM) MOULD TYPICAL 4'-0" EITHER 51DE PARTY WALL Al2 COMPROMISE THE INTEGRITY OF THE FIRE-RATED ASSEMBLY UNLESS IT WERE CLOSED OFF PENETRATION PRE-FAB ROOF OF fE ASSEMBLY AND PROTECTED DURING A FIRE. INDICATION TRUSSES 24" I END TRUSS UJ/ 2 1 2 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.G. MAX. OF THE WALLBOARD NEED NOT BE PROTECTED. HOWEVER, PENETRATION OF THE TOP AND PARTY 1=ILL BOTH CAVITIES WALL 2 2 BOTTOM PLATES OF UNRATED WALLS INTO THE RATED FLOOR ASSEMBLY NEEDS TO BE WITH BATT INSUL. a ®-----®--- FIRESTOPPED. WOOD EXTR. WALL, TYP. FLOOR THE CONTRACTOR SHALL DETERMINE FIRESTOPPING FOR EACH SITUATION AND TESTED ATTIC ASSEMBLIES SHALL BE SUBMITTED TO THE ARCHITECT AND THE CITY IN ACCORDANCE WITH I I I z THE DEFERRED SUBMITTALS SECTION ON THE COVER SHA=T. i" AIRSPACE 1 � I I CL PLUMBING OR MECHANICAL EQUIPMENT, DUCTS OR VENTS ARE NOT PERMITTED IN THE W CAVITY OF THE 'MODIFIED' 2-HOUR WALL. ELECTRICAL INSTALLATIONS SHALL BE INSTALLED IN ACCORDANCE WITH THE ELECTRICAL CODE. PENETRATIONS OF THE ELECTRICAL OUTLET 2 2 2 2 I VINYL SIDING OVER C2) BOXES SHALL BE IN ACCORDANCE WITH SECTION GARAGE 2 2 2 2 2 2 1 LAYERS 5/S" TYPE 'X' GYP. PENETRATIONS (NTO SLAB ON GRADS NEENOT B E/S" TYPE 'X' GW5 1 SHEATHING OVER STRUCT. in PROT CT D. TY . 2-H I WALL SHEATHING OVER DBL. P R Al2 15 �IR�BLOCKING — ----®----- 2X4 WA ON SEPARATE PARTY WALL PLATES WITH STUDS a 16 " O.C. ASSEMBLY f=ENETRATION 1NG1" A I RSPAC� TYP. 30 LOCATIONS EXTERIOR A14 Al2 SCALE: 1-1/2" = 1'-0" 5/4X WOOD WALL TRIM 1EXTERIORI 411 411 2mHR.0 f=ARTY WALL ATTIGI 2 � HlRr f=ARTY WALL 5LDG-P JOG, SUB�LOOR PERMITTED TO WHEN JOISTS ARE Al2 SCALE: 1-1/2" = 1'-0" Al2 SCALE: 1-1/2" = 1'-0" I SUPPORTED BY BEAM RUN CONTINUOUSLY OVER WHICH BAfi`S ON WALL, PROPERTY LINA FIRE-CAULK BEAM 2 PERIMETER WHERE IT PENETRATES BLOCKING 1" AIRSPACE CONT. RIM 2 2 HAL- J015T W1 DBL. I 1" AIRSPACE TYP. 2-HR. 15 2X BLKG. o } PARTY WALLAl2 EACH BAY 2 TYP. 2-HR. ASSEMBLY 1' PARTY WALL I Al2 2 ASSEMBLY 2 2 (1) LAYER 5/0" 2 2 2 2 2 CONT. TR I PL E UNIT UNIT -�-- TYP X GW5 I RIM JOIST 2 2 2 2 BEARING SITUATION 2 2 2 2 2 2 2 2 2 2 TYP. INTERIOR (2) 2X4 SOLID 2 WALL I STUD GROUP F RAM I NG is PERPENDICULAR2 FIREBLOCKING (4) 2X4 SOLID WIWALL MIN. i" AIR SPACE CLEAR ------------------------------- ---- STUD GROUP BETWEEN WALLS a 10'-0" O.C. HORIZ. a VERT. �XTERIOR � TVP. 30 UNIT UNIT TVP. 2-HR. PARTY 15 I EXTERIOR �14 WALL ASSEMBLY Al2 NON-BARING FALL SITUATION FRAMING IS 14 PARALLEL LU / � 2EXT.. � 41 4„ WALL Al2 SCALE: 1-1/2" = 1'-0" Al2 SCALE: i-1/2" = 1'-0" 12 2 HRr I=ARTY FLOOR Al2 SCALE: 1-1/2" = 1'-0" DBL. 2X4 WALL ON SEPARATE PLATES W/ STUDS 0 16" O.C. (2) LAYERS 516 STAIR TVP. STAIR STRINGER GARAGE TYPE 'X' GW5 BEYOND PROVIDE VERTICAL 4 CENTERED a JOINT OF HORIZONTAL STRINGER e GW5 EA. FIREBLOCKING tv 10'-0" 2 PROVIDE R-30 INSUL STUD BAY MAX. O.C. FIBERGLASS 2 12 2 OVER UNHEATED INSUL. ED IFIRMLY ATTACHUNIT _ BASAD ON GA 1=1L� NO. WP 3820 D SPACES BASE LATER 5/6" TYPE 'X' GYPSUM WALLBOARD OR GYPSUM SEE UNIT STAIR PL ANS �o 4 VENEER BASE APPLIED AT RIGHT ANGLES TO EACH SIDE OF DOUBLE FOR RISER AND TREAD (1) LAYER ROW OF 13X4 WOOD STUDS a 1V" O.G. ON SEPARATE PLATES 1" APART SOLID LUMBER D IMENSIONS 2 � 5/0" GW5 WITH 6d COATED NAILS 1-1/6" LONG 0.085" SHANK 1/4" HEADS 24" UNIT STRINGER OF NOT 2 �o CENTER OVER COMMON — — O.C. FACE LAYER 5/6" TYPE 'X' GYPSUM WALL50ARD OR GYPSUM PROPERTY LINE VENEER BASE APPLIED AT RIGHT ANGLES TO EACH SIDE WITH Sd LESS THE _1/211 R-21 INSUL. COATED NAILS, 2-3/8" LONG, 0.100" SHANK, 1/4" HEADS, S" O.G. NOMINAL THICKNESS, JOINTS STAGGERED 16" EACH LAYER AND SIDE. SOUND TESTED WITH i 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.G. RATED ROOF - CEILING INSULATION TO MEET Alt. HORIZONTAL BRACING REQUIRED AT MID-HEIGHT. (LOAD BEARING) lI7 TYP. 2-HR. ACCORDING TO TABLES IN OSSC 121.ro.2, THE STC59 MIN. PARTY WALL A i2 ASS�MBL Y GW5 WOOD 1=RAM INC AND INSUL. ALONG WITH (2) LAYERS 5/S" TYPE 'X' GUJB OYER FLOORING AS APPROVED PER TABU 121.6.2(4), PLYWOOD SHEAR DIAPHRAGM PROVIDE MORE THAN THE REQUIRED 30 VERIFY LOCATIONS ON SHEAR PLAN MINUTES OF PROTECTION DATE; 4/17/13 OWfFE7 NO; 1TYI=.r 2 ® HR.. PARTY WALL tt WALL,tSCALE: 3" = 1'-0" 1� Al2 SCALE: 1-1/2" = 1'-0" �q A X12 Al2 SCALE: 1-1/2" = 1'-0" OF 1✓ PROVIDE 2x8 5LKG (FOR NEW WINDOW " j DRAPPERY) EACH SIDE OF rW HEADER AT ALL LIVING UNIT BEDROOM WINDOWS, TYP. 4' F WINDOW FLASHING 10 SYSTEM, SEE DETAIL `` j INSUL. SIDING, INSTALL SEALANT o oo PER MFR. REQ. FACTORY ASSEMBLY n W.R.B. TYP. , SEE 5/8 GW5 / DETAIL X/X w REFER TO 00 FRAMING 24 GAUGE PPM FLASHING BACKER ROD 4 SEALANT FOR SIZE WITH 2" END DAM 2 6 00 5/41lx4 WOOD TRIM W/ RIGID = z = 6 DADO JOINT 2 INSULATION `t Er MIN. 101, SLOPE FLEXIBLE MEMBRANE FLASHING 00,1 2 - INSUL. oo DRAIN SCREEN TYf=.. s: loolo 5/4x4 WOOD TRIM, TYP. SCALE: 3" = 1'-0" W.R.B. TYP, WINDOW FLASHING SYSTEM, SEE DETAIL X/X 5/8" GW5 C>< SIDING INSTALL PER SEALANT WINDOW MFR. REQUIREMENTS E TYI=,, WINDOW SILL,f SCALE: 3" = 1'-0" TYf=.. WINDOW HEAD(DE - 5/8" GW5 SCALE: 3" = 1'-0" •r TYP. EXTERIOR WALL 2 2 2" SILL OVERLAP WINDOW FLASHING lx SILL SYSTEM, SEE DETAIL SEALANT WINDOW JAMB X/X (TYP.) z, _ 1 - �0 6 2 2 SEALANT S WINDOW JAMS STYf=.. INSUL. 5/4x TRIM WINDOW DETAILS, 6 (60 SHEATHING SCALE: 1-1/2" = 1'-0" WEATHER-RESISTIVE �3 BARRIER BEHIND TRIM TYI=,. WINDOW JAM5, 1 " MIN. oo SIDING INSTALL PER SCALE: 3" = 1'-0" lo MFR. REQUIREMENTS INSTALL WINDOW PER SHEATHING MANUFACTURER SHEATHING oo 10 SEALANT BACKER ROD 4 SEALANT INSUL. SIDING, SEE 5/4x4 WOOD TRIM MIN. GAP SHOWN, SEE MFR. INSUL• SIDING, SEE ELEV. FOR TYPE INSTALLATION INSTRUCTIONS ELEV. FOR TYPE W.R.B. TYP. , SEE TYI=,. WINDOW J W.R.S. TYP. , SEE DETAIL X/X REFER TO �� �_ �� REFER t0 DETAIL X/X PROVIDE SLKG. FOR SCALE: 3 1 0 PROVIDE BLKG. FOR FRAMING 24 GAUGE PPM FLASHING W/ FRAMING 24 GAUGE PPM FLASHING W/ TRIM � SIDING FOR SIZE DRIP, SLOPE AWAY FROM BLDG. TRIM 4 SIDING FOR SIZE DRIP, SLOPE AWAY FROM BLDG.4" HIGH 6 HEAD, PROVIDE 4" HIGHS HEAD, PROVIDE SEALANT END DAMS EA. END GWB SEALANT END DAMS a EA. END 5/4x102 2 5/4x10 SPACERS AS 00 ? 2 2 SPACERS AS z NEEDED INSUL. SEALANT NEEDED INSUL. oo 5/4x4 WOOD 6 � GW5 5/4x4 WOOD TRIM, TYP. 6 6 TRIM, TYP. FLASHING SYSTEM, SEE A ik aWINDOW FLASHING WINDOW FLASHING DETAIL X/X (TYP.) SYSTEM, SEE DETAIL X/X SYSTEM, SEE DETAIL X/X SHIM 00 MANUF, SHIM 00 MANUF, PER DOOR PER DOOR REQUIREMENTS EQUIREMENTS WOOD SIDING, INSTALL PER SEALANT PER MANUF. 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 FLASHING SYSTEM, SEE 5/4x4 EXTERIOR TRIM, REQUIREMENTS REQUIREMENTS FLASHING SYSTEM, SEE INSWING 5/4x4 EXTERIOR TRIM, DETAIL X/X, (TYP.) (TYP) DETAIL X/X, (TYP.) (TYP.) SEALANT PER MANUF. PROVIDE 2x8 BLOCKING (FOR SCHEDULE VINYL SCHEDULE SEALANT PER MANUF. DRAPERY) EA. SIDE OF HEAD SLIDING DOOR DOOR INSTALLATION INSTALLATION REQUIREMENTS REQUIREMENTS AT ALL LIVING UNIT BEDROOM AND GREAT ROOM WINDOWS 20 EXTERIOR DOOR22 SLIDING I=ATIO DOOR A13 SCALE: 3" = 1'-0" SCALE: 3 -- 1 -0 - SCALE: 3" = 1'-0" A13 �3 A13 SCALE: 311 - 11-011 11 DIAPHRAGM NAILING 3/411 T4G PLYWOOD SIDING OVER BUILDING FELT 5/8" EXT. GYP. 5D. SU5FLOOR OVER AND SHEATHING11 W.R.5. SEE X/X FOR 2x10'5 6 16" O.C. 11 INSTALLATION SOLID t . %7777 INSTRUCTIONS oeo CONTINUOUS 00 00 E3LKG" 2 2 00 FIBER CEMENT SIDING, 2 600 00 00 SEE ELEVATIONS FOR TYPE 2 2 2 WRAP W.R.B. 12" BEYOND Al low' 1111111 11111 010 00 CORNER EA. WAY SEAM PER WRAP E3EAM �• . .. .. : . 00 L� STRUCT. W/ (1) LAYER 00 E7/0" GW13 (1) LAYER 5/8" GW5 OVER 2x STUDS 6 01 �/S" G-sW 3 UNIT 16" O.G. W/ 2-1/4" TYPE �S' 1 HR. RATED WALL 6 �A 7 E: 4/17/13 D DRYWALL SCREWS g 12 O.C. PROVIDE 5/8" TYPE 'X' GW5 *OMIT BLOCKING ONLY WHERE REQUIRED FOR 1 HOUR Sr—��'�`T NO: RE �_ AT DUCTWORK FIRE RESISTANCE RATING, SEE ty BUILDING PLANS FOR LOCATION /L FIBER GEMENT SIDING,—/ SEALANT � 5/4x4 EXTERIOR TRIM 2 2 4 �rpUNINSULATED EXTERIOR WALL S MATIONS FOR5/4x4 � PANEL SIDING I ® EE ELE SCALE: 1-1/2" = 1'-0" SCALE: 1-1/2" = 1'-0" SCALE: 3" = 1'-0" TYPE X13 ,413 X13 2651C) ING TYf=.. OUTSIDE � A13 SCALE: 3" = V-01" OF 15 SHEAR rECsE NAIL PER FAGS NAIL PER I-IEDULEEARLL SCI-{EDULELL PANEL EDGE NAILING PER PLAN BOTTOM PLATE �t? ATTACHMENT PER SHEAR k o EDGE NAIL PER 507TOM PLATS IUALL SGNEDULE CMIN, l�od � ; , -;��,� SI-NEAR IUALLATtAGHMENT PER SHEAR 8" O.C. gNON-SHEARUJALLS) SGHEDULEUJALL SCHEDULE (MIN. 16d Q PANEL EDGE NAILING EDGE NAIL PER SHEAR WALL FACE NAIL PER 8" O.G. -aNON-SNEARIUALLS) PER PLAN SCHEDULE SHEAR WALL SHEATHING AND SHEAR SHEATHING AND TOPPING SHEATHING AND SHEAR SHEATHING AND TOPPING SCHEDULE WALL EDGE NAILING PER PER PLAN WALL EDGE NAILING PER PER PLAN EDGE NAIL PER SHEAR WALL SCHEDULE SHEAR WALL SCHEDULE SHEAR WALL SCHEDULE P�A Y WALL t0 INTERIOR WALL YARYINQ WALL SIZE RIM JOIST UJ/ (2) 16d 70 RIM JOIST UJ/ C4I Irod TO JOIST CONNECTION TO TOP BLKGz. E CONNECTION TO PLATS BELOW PER SHEAR TOP PLAN BELOW PER I, WALL SCHEDULE (MIN. 16d SHEAR WALL SCHEDULE TOENAILS 6 8" O.C.) (MIN. 16d TOENAILS 6 8" O.C. EDGE NAIL PER EDGE NAIL PER 6NON-SNEAR WALLS)SHEAR WALL EDGE WALL JOIST PER PLAIN JOIST PER PLAN SCHEDULE SCHEDULE FACE NAIL PER (2) Sd EA. JOIST 4'-0" MIN. CONT. 2x '� � BLKCs. 6 48" O.G. UJ/ A34 SHEAR WALL TO PLATE Q BLKCs. TO PLATE E I-12 SCHEDULE HEADER PER PLAN \ / I BETWEEN BLOCKS 'V► ,y DACE NAIL PER X �— WHERE OCCURS, REFER X BOttOM SHEAR WALL / \ I I tl'P. HEADER DEtAILCS) / SCHEDULE I HEADER PER PLAN WHERE OCCURS, RESER EDGE NAIL PER Tl'P. HEADER DETAIL(5) WALLINTE&SECTIONSHEAR WALL CORNER SCHEDULE (SOLID SAWN PARALLEL) �} 28 TYf= [ CAL EXTERIORWALL29 TY1= 1CALEXTERIOR WALL 2 I Yf=.. WALL INTEfRSECTIONS A14 SC ALE: 1-1/2" _ V-011A14 SCALE: I-1/2•• , 1•_O"�CaLE: 1-I/2�� ��_0�� a1- A14 jj� CxANCx NAIL SIDINCs 24u� pCs SYSTEM R-38 BUILDING t�P. r3o INSULATIONtYP. FLR EXTERIOR A�� UN17 <1GONStRUCT CONSTRUCTION PAPER WALL • 1/2"x5" LONGnnnn n nn FIN. FLOOR FIN. FLOOR 2 LAG uuu(-) uu u SHEATHING 2 2 � BLOCKINCx R-30 � EXTERIOR FLOOR BELLY BAND 2 5/8" TYPE 'X ><:) FLASHING �wB 0 2 2 (2) 2x6 TOP 2 2xl0 BELLY PROtECED ROOF - CEILING PLATSBAND 2008 ORSC SECTION R311.2.4.1 OPTION 3 HEADER PER CxARACsE ROOF / CEILING ASSEMBLY PROTECTED THROUGHOUT WITH (1) 6 STRUGT, 5 4x4 TRIM LAYER TYPE 'X' GUJB AS REG2'D. FOR A I HOUR FIRE SLOPS 10' Z RESISTANCE RATED ASSEMBLY WITH FIRE RETARDAND TREATED PLl'1000D ROOD SHEATHING FOR A MIN. HORIZONTAL MIN. � � , VARIES, SEE PLANS DISTANCE OF 4 BEET FROM THE COMMON PROPERTY LINE. AV— BLOGKINCx Alt HEAFLASHINGIt � 1/2 x5" LONG 33 fROOF GE I L ING "I-IARDI" SOFFIT SMOOTH I 5/4x4 TRIM LAG A'4 SCALE: I-1/2" = r-m" HOUR SIRE PROTECTED T.Yf= ICf�t� EXTERIOR WALL WHERE REG2'D. SEE PLANS 3� 2x NAD FOR LOCATION t�otE: A14 SCALE: I-I/2" = I'-f0" CON?RAGtOR DESIGN FOR YENtIVENTING 32 CANTILEVEfR FLOOR SHEATHING PER FLAN REQUIREMENTS, (1-I/2" DIA. MAX. ,m 6" 31 TYf=,vGARAGE HEADER O.C., DO NOt INtERRUPt NAILING)CENtERLINE �, V-011SCALE: I-I/2" i'-0" PANEL EDGE NAILINGRIDCxE SCALE: 1-I/2° _ _O�� A14 PERPLAN 4 2x BLKG. ATTACHMENT TO RIDGE VENT, HOLD BACK 70P PLATE BELOW PER I'-0" FROM GABLE END, AND SQUARE METAL CAP W/ SHEAR WALL SCHEDULE C 4'-0" FROM PROPERLY LINE DRIP EDGE 4 INTEGRALMIN. 16d TO$NAIL9 � 8" O.G. NON-SHEAR WALLS) tA88 FOR FASTENING O.G. UNDERNEATH DIAPHRAGM EDGE NAILING COMPOSITION SHINGLE SQUARE WOOD CAP REFER ARCH. ROOF TRUSSES ROOFING SYSTEM SLOPED 4 DIRECTIONS 4 2 2 400F 00 00 11111 �, T Ix4 SKIRT TRIM ALL 3 E— � — SIDES MITRE CORNERS TRUSS PER MFR 211 L 12" L 11 0?00 MINIMUM OPENING00?01 T01= VIE W HI m �A. TRU3S D,grtE: 4/17/13 REGARDLESS OF ROOF PER ARCH. SHEATHING t SHEAR WALL SHEET NO: PITCH EDGE NAILING PER SHEAR WALL SCHEDULE ( REFER ARCH. DUJGS. FOR SHEATHING � NON-SHEAR WALLS) 34 tYFICAL RIDGE VENT 35 f=08T C:Af= AND TRIM, A14 SCALE: 3" = r-m" A14 SCALE: 3" = r-m° (ROOF TRUSS PERPENDICULAR) Xt�RIOR UJL L A'4 SCALE: 3" = I'-0" 0 F I$ QII a I I I I I I Willi m Mill All 11111 lim ------------- s WA APPLY A 9- INCH WIDE STRIP CN.fi.5. SIN OF M015TOP PF OR 1„1015TOP NEXT APPLY 13- INCH WIDE STRIP OF AT EACH SIDE OF OPENING, FORTIFLA5H 5IL.L WRAP. CUT LONG SO EXTENDS S- INCHES �4�OY� �4N� 9- f�1C�-1�S BELOW F01�fi I1°�.�45�-1 AT INTERIOR OPEN I1�C� APPLY 3/S" BEAD 01= SEALANT fi0 EDGE O� SILL, COVER TOP 01= SILL. AND FOLD DOWN OVER CORNER LIKE SILL FLASHING, DO NOT FASTEN THE 5AC1GSf DE OF WINDOW NAIL �} 50TTOM OF JAMB FLASHING. FLANGE ACCORDING fi0 WINDOW SHIELD�. N SILL .SSI-111�1C M,4NUFACTUREfid'5 INSTRUCTIONS. �. r I I \ \ I \ \ I \ I 1-3/S gym• I \ \ I I \ \\ I I \ \ � I \ I \ I \ I \\ IN-STALL UJ I N1�OUJ TRIM AND DRIP 1=�,45�I1�lC-�. \\ INSTALL UJE�4fi�IEi�-i�E5f SfiIVE BARRIERR (W-R-5-) A5 I `\ `\ DIAGRAMED IN W.R.5. INSTALLATION DETAIL IN I I ORIF FLASHING SHALL EXTEND 1 - fNCH BEYOND THE SHEET (OVERLAP MAY VARY FROM THAT IS EACH SIDE. APPLY BEAD OF SEALANT BEHIND SHOWN HERE), I I TOP EDGE OF FLASHING AND AT TOP OF WINDOW \\ TRIM BEFORE INSTALLING. SLIDE W.R.5. UNDER FLEX15LE FLASHING AT SILL. \� LAS' 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 fi0 PANEL HANGS, PRESS PANEL INTO SEALANT fi0 ACCOUNT FOR TRIM WIDTH. EMBED. O,4 7E 4/17/13 6PEE7 NO: TYf=,, WINDOW IN5T LL TIONO 1r