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Plans (50) 68100LSW 881ooz1; ozisw L8100 98100 ; jjpI 5800 zroz1sI1I ---- _ _ „ _________ I V . iliage at ___ _ __ ___,. ______ _ •_ / , ig:0 - ------- -_ _ _ irt.i-s-_____,___ / Sumnler _ C r _.....,..............._ ....... .......,........... ....... ...... ......... ammiti., ' "''' ' '.-- ----. Ps* 1 ___ _____________...... ree : xi, 1 - T ,mil �'j f �I 12.p' X-- X ►�Vii ` 1�7. , t. I ! .0.____ _ ' DTs:`.,-.. 4, y 4,7„,,,,,- ���� c-� � ®i '°�� � .� 12.0' 1 X l I z i -i____ 12.0' Ii if ', aA I3uilding -.► 10.3' 1 r is .s.; ∎-• - i z>� i I I Flan: ! Lots 17 iR , 19, , 0 /' / 1 Unit _ -A , 7 ! 1 , • �' � FF/Tpyy ' � --�- --y --1,3.5/..._ 185.55 1 -1 A, / FF/Tp�y SITE / : :::; 85.55 �3 r G1 /Tpw 188.56 FF 2 r/ /Tp� '88 � i _.; _- Sale. 1"-IQ, / TOP 185.02 , GS 1$5.36 ,56 / TOP GS 185.86 FF/Tow 187.5 2 / 86,02 1 6 °� / TOP 186.02 1 GS 18S•8S �f(�!. ., / / TpP 187.42 1 / Stret k_.- ..S 1 1 -X"---------NAc.,_____,x_______)f / r C l/ r ,::, t,,,,,„, 0 i 4 30.0' ■ J/ os"" ‘ ,7_'. .o.-. . . .-.• I I-.- . -1 '7', - • . .-.- - - 1 ` . ■ ." �_ I• 4 1\t4 s.0( 110 // / -' -,-, -, - 1::::L1.4,--,' allr.-..-...--.-.... -x11 :r •; f .? 11, •. .'.] . " •• •• ■ -.:-..-.-•.-....-..-.........I c -. . .19: - . • / Ectsfee,„ A , -, oi ..-.... ... .-.-PD1 61_ -.--Rb...._-...::..-..,.-........-..-i i- • - -- - - .11. . - . . . *Th I 1•••'..-......'...-."-.•il1. . 01.(1X1...-...•- I / Jaggi.,.. QJ 1 't . i ii• 5 s 0 G cd i I i -, G T D S 0 DISTANCE C f T 1 [0] ,. . E D ! ■ d - •0----4 : !: tt) rte-!p t r. . . . ., 1 1 .... , I f ENGINEER GtNEERlNG ASS :::'�:: =:-,�: ...� . ••• . .'.' - • '.' • 57 KeIok Road QCfATES CORPORATION ','.'::: ::; (543 •.•636-4005 Lake Oswego, OR I- ,,";•37034 • . ., ■, Fax . .•' i •(503) 636-40I5 /3 W i � ..`„�' '"• •".- ••."•- .' •-''.'.• • --.'.- • '"--.' - ' ' - • -. . Iia1;; i cE '. 46:yZ .. tit 1 i JUL232012 CITY OF f$ v1 ML GCVs `1 1 BUILD ING SQUARE FOOTAGE: BUILDING OS SHEET INDEX: o CI Summer Creek FIRST FLOOR 242 SF E3U I LD NG SHEEfiS: SECOND Fl_OOR S 185 SF 05.00 GOVE:R SHEET • T°� THIRD FLOOR 512�I SF 05. O FOUNDATION/ SLAB PLAN (� wi • � TOTAL HEATED 6558 SF 05.20 FIRST FLOOR PLAN D t TM ' 05.21 SECOND FLOOR PLAN r GARAGE 270q SF 05.22 THIRD FLOOR PLAN • p� r PTOTAL AREA UNDER ROOF �� 2 F Y of `Tigard Erosion Control 8 SF 05.40 FRONT ELEVATION cn 0 05.41 REAR ELEVATION Call (503) °o \ 05.42 SIDE ELEVATIONS ( G3j 639-4175 AS5REVIATIONS: SYMBOL LE&EN : 05.51 E3U I L D I NG SECT I ONS = UNIT A Initial inspection: Prior to footing inspection q;-i BU I LD I NG "Ci SECTIONS UNIT 0 Final inspection: a) ADJ. ADJUSTABLE D 1. DISHWASHER HR. HOUR REF. REFERENCE r7ETAIL RE ERENGE: DOOR TAG: UNIT A: 05.55 E3U I LD I NG SECTIONS = UNIT B Prior to final building Inspection Ct fa-4 t A/C AIR CONDITIONING DWR DRAWER H . HYDRANT REINF. REINFORCE (D)(ING) 506E5 FIRST FLOOR 60 SF 05.54 BUILDING SECTIONS = UNIT G 7.1 ALT. ALTERNATE DWG. DRAWING IN. INCH R.A.. RETURN AIR 01 DETAIL NUMSER I HDR. @ 7-10 SECOND FLOOR 705 SF 05.55 BUILDING SECTIONS - UNIT A ..) A.B. ANCHOR BOLT DIV. DIVISION INCL. INCLUDE (ED) (ING) R$5 ROD AND SHELF DI SHEET NUMEER SIZE: FT. IN. WIDTH FT. IN. HEIGHT THIRD FLOOR 617 SF UNIT A: ;21164 CI) ASV. ABOVE DN. DOWN INSUL. INSULATE RM. ROOM HDR. HEIGHT FOR EXT. DOORS ONLY A2-I.0 UNIT A - FOUNDATION/ SLAB PLAN, FIRST FLOOR PLAN - END UNIT = REAR LOAD GARAGE o O A.F.F. ABOVE FINISHED FLOOR S. DOWNSPOUT INT. INTERIOR R.O.. ROUGH OPENING TOTAL HEATED 1460 SF N ARCH. ARGHITEGTURAL ELEC. ELECTRICAL KIT. KITCHEN SCHI. SCHEDULE 5UILr7ING. SECTION ININ7OYN TAG: A2=2.0 UNIT A = SECOND AND THIRD FLOOR PLAN = END UNIT I"mi AUTO. AUTOMATIC EA. EACH LAM. LAMINATE SHT.. SHEET REFERENCE: 3060 SH GARAGE 62O SF A-5.0 UNIT A - INTERIOR ELEVATIONS r"' ���"""`'"'� ASPH. ASPHALT EQ. EQUAL LAV. LAVATORY 51M.. SIMILAR HDR. @ 7 610 PORCH 55 SF A2=4.0 UNIT A - ELEGTRICAL PLAN = END UNIT = REAR LOAD GARAGE BM. BEAM EQUIP. EQUIPMENT LAUN. LAUNDRY S.G. SOLID GORE A SECTION I TOTAL AREA UNDER ROOF 2115 SF UNIT B: ERG. BEARING EXH. EXHAUST LVR. LOUVER SGL.. SINGLE *•I SHEET NUMSER SIZE: FT. IN. WIDTH FT. IN. HEIGHT HEADER HEIGHT 51-1.1 UNIT B - FOUNDATION/ SLAB PLAN, FIRST FLOOR PLAN - INTERIOR UNIT - REAR LOAD GARAGE BET. BETWEEN EXIST. EXISTING LTG. LIGHTING SPEC. SPEGIFIGATION 5I-2.1 UNIT 8 - SECOND AND THIRD FLOOR PLAN = INTERIOR UNIT ir - B.L. BUILDING LINE EXT. EXTERIOR LT. LIGHT SQ. SQUARE REVISION OPEN I NG TAG: UNIT 5: B-5.o UNIT B = INTERIOR ELEVATIONS ELK. BLOCK FIN. FINISH M.B. MACHINE BOLT STD. STANDARD R R NG 5070 G.O. 5I-4.1 UNIT B - ELECTRICAL PLAN - INTERIOR UNIT - REAR LOAD GARAGE r BLKG. BLOCKING FLR FLOOR MFR. MANUFACTURE (R) STL.. STEEL FIRST FLOOR 46 SF BD. BOARD F.D. FLOOR DRAIN MAS. MASONRY STOR. STORAGE A SECOND FLOOR 645 SF UNIT G: SIZE: FT. IN WIDTH FT. IN HEIGHT GI-1.1 UNIT 0 - FOUNDATION/ SLAB PLAN, FIRST FLOOR PLAN - INTERIOR UNIT - REAR LOAD GARAGE BOT. BOTTOM F.E. FLOOR BREAK M.O. MASONRY OPENING STRIUGT. STRUCTURAL THIRD FLOOR 645 SF BLDG. BUILDING FLUOR. FLUORESCENT MATL. MATERIAL SIM. SIMILAR TOTAL HEATED 1552 SF G I=2.I UNIT G = SECOND AND THIRD FLOOR PLAN = INTERIOR UNIT CAB. CABINET FT. FOOT MAX. MAXIMUM 5Y5. SYSTEM CONSTRUCTION INTERIOR ELEVATION - G-5.0 UNIT G = INTERIOR ELEVATIONS CPT. CARPET FTC. FOOTING MECH. MECHANIC (AL) SHTG. SHEATING START POINT: RE ERENC# : GI-4.1 UNIT G = ELECTR IGAL PLAN = INTERIOR UNIT = REAR LOAD GARAGE GLG. CEILING END. FOUNDATION MED. MEDIUM TEL. TELEPHONE GARAGE 5O1 SF PORCH 17 SF UNIT A: GLG. HT. CEILING HEIGHT FURR. FURRED (ING) MEMB. MEMBRANE T.V. TELEVISION START POINTIIIIIkk TOTAL AREA UNDER ROOF 1858 SF A5-1.I UNIT A - FOUNDATION/ SLAB PLAN, FIRST FLOOR PLAN - END UNIT - REAR LOAD GARAGE GEM. CEMENT FUT. FUTURE MTL. METAL TEMP. TEMPERED \IIllllr A5-2.1 UNIT A - SECOND AND THIRD FLOOR PLAN - END UNIT GTR. CENTER FR. FRENCH MIR. MIRROR THRES. THRESHOLD ELEVATION # / SHEET G.T. CERAMIC TILE F.A.U. FORGED AIR UNIT MISG. MISCELLANEOUS T$G TONGUE AND GROOVE A=5.0 UNIT A - INTERIOR ELEVATIONS CDR. . CLEAR(ANGE) F.0.5. FACE OF STUD MIN. MINIMUM T$P LINE TEMPERATURE AND PRESSURE LINE UN I T C.: AS-4.I UNIT A - ELEGTRIGAL PLAN - END UNIT = REAR LOAD GARAGE GLO. CLOSET F.G. FINISH GRADE MLD. MOLDING T.0.5. TOP OF SLAB FIRST FL OOR 38 SF DETAILS: COL. COLUMN F.S. FREE STANDING N.T.S. NOT TO SCALE T.O.P. TOP OF PLATE j,j AD.I ARCHITECTURAL DETAILS 12.,(_1 3 7-1-T GONG. CONCRETE (CAST-IN-PLACE) F.J. FLOOR JOIST OFF. OFFICE TYP. TYPICAL GRAPH I I G LEGEND: SECOND FLOOR 575 SF AD.2 ARGHITEGTURAL DETAILS y ' COMB. COMBUSTION G.A. GAUGE O.G. ON CENTER T.BMi. TOP OF BEAM THIRD FLOOR 515 SF � � � �� y<P6 --� CONCRETE STUCCO OR SAND AD.S ARCHITECTURAL DETAILS ( ,���< CI Or Tir. GMU CONCRETE MASONRY UNIT GALV. GALVANIZED O.H.G. OVER HEAD CABINET TPL.. TOP PLATE F:77171, (SECTIONS) (PLANS ELEVATIONS) TOTAL HEATED 1186 SF AD.4 ARCHITECTURAL DETAILS GONST. CONSTRUCTION G.G. GENERAL GONTRAGTOR O.H.D. OVER HEAD DOOR U.N.Q. UNLESS NOTED OTHERWISE A t`C3V t F / AD.S ARCH I TEGTURAL DETAILS .��z ""`' R" CONT. CONTINUOUS OR CONTINUE GL. GLASS, GLAZING OPG. OPENING VEST. VESTIBULE V'4 GNU (PLANS �__ I E3RI GK GARAGE 480 SF .' «� Conditionally A paved GJT. CONTROL JOINT L. BLK. GLASS BLOCK OPT. OPTION,OPTIONAL V.G.T. VINYL COMPOSITION TILE 6, ,,I AND SECTIONS) 1 F 1 r (ELEVATIONS) PORCH 18 SF WP 1.00 WATER PROOFING DETAILS `�.t`��"' ( -CO Sep fitter to:Follow...c..gr.grtrr.rrca[ CORR. CORRIDOR GYP. P. GYPSUM BOARD OBS. OBSCURE V.I.F. VERIFY IN FIELD Wfi 5.00 WATER PROOFING DETAILS (t O ( jam b 1-Et-- At:added E- ' ���ogig GRAVEL HORIZONTAL .511:711\i G TOTAL AREA UNDER ROOF 1682 SF ;••_.......�._�•• LC) w G.W. GOLD WATER GYP. GYPSUM PNL. PANEL V.T.FR. VENT THROUGH ROOF �o 00 00 0o WP 5.01 WATER PROOFING DETAILS Permit Number: _ _. y 0000�o00 (SECTIONS) (ELEVATIONS) �, O W GER. CERAMIC G.I. GALVANIZED IRON P.BD. PARTICLE BOARD W.G. WATER CLOSET NOTE: . WP 5.02 WATER PROOFING DETAILS L -s - 1-6-119 Addres,: _._.__ __ _ � CIR. CIRCLE GWB. GYPSUM BOARD PL. PLATE WP. WATER PROOFING </'//"//"/, SOIL IQ STONE O FIN,SHED DIMENSIONS FOOTAGE o�Y aNn MAY IONS F R THIS OUNIS�� SQUARE CALCULATED aE3 o D WP 5.05 WATER PROOFING DETAILS By: a '*. .,n�_r Date:.. . , ` CJ) GLKG CAULKING HDW. HARDWARE PLMB, PLUMBING w/ WITH �� �� �,t `�°� ( CJ y� ,AAA (SECTIONS) +�~�� THE HOUSE AS BUILT. HOUSE DIMENSIONS ARE FROM OUTSIDE FACE OF STUD TO OUTSIDE WP 5.04 WATER PROOFING DETAILS I ( e (:,� � PLANS I .,�\,�\,�\, (ELEVATIONS) (� :'°)_,G.J. CEILING JOIST HDR. HEADER MAD. PLYWOOD WIN. WINDOW FACE OF STUD. WP 4.00 WATER PROOFING DETAILS APPROVED GET. DETAIL H.V.A.G. HEATINGNENTING/ PVC. POLYVINYL CHLORIDE w/o WITHOUT el FINISH WOOD III STAGGERED SHAKE EXCLUDE UN-ATTACHED: DIAL. DIAGONAL AIR CONDITIONING P.S.F. POUNDS PER SQUARE FOOT WD. WOOD (SECTIONS) IA 11 (ELEVATIONS) WP 4.01 WATER PROOFING DETAILS V., t b -- /-01-`20 „SPECIFICATION BOOK D 0 PIA. DIAMETER HT. (HGT.) HEIGHT P.S.I. POUNDS PER SQUARE INCH V WASHER AND DRYER ------- WP 4.02 WATER PROOFING DETAILS �( "(" '� -T ",� � R URALCAL S t� C.� �$$$$$$ ERFECTON SHAKE: ji :c IF. DIFFUSER HG. HOLLOW GORE PL. PROPERTY LINE W.I. WROUGHT IRON � WP 5.00 WATER PROOFING DETAILS D(PLANS) (ELEVATIONS) t l s t3Ct� l�NT DIM. DIMENSION H.M. HOLLOW METAL PR. PAIR W.H. WATER HEATER WP 5.01 WATER PROOFING DETAILS I DISP. DISPENSER HORIZ. HORIZONTAL RAP. RADIUS W.R6.B. WATER RESISTANT j//� ERIC 5) WP 5.02 WATER PROOFING DETAILS r' - PRODUCTION MANAGER R. DOOR H.B. HOSE BIBS REGP. RECEPTACLE GYPSUM BOARD ENGINEERING: ti Z Approved plans Gary Culp SI GENERAL NOTES j, Q 2 -',- s is e on jo si e. RELEASE DATE: 12/23/10 52 FOUNDATION PLAN REV # DATE /DESCRIPTION 55 MAIN FLOOR -SHEARWALL $ SECOND FLOOR FRAMING PLAN UNIT B&C REVISIONS 54 SECOND FLOOR SHEARWALL $ THIRD FLOOR FRAMING PLAN OFFICE O L 04/01/2011 55 THIRD FLOOR SHEARWALL $ ROOF FRAMING PLAN o 56.0 STRUCTURAL DETAILS a A w 57.0 STRUCTURAL DETAILS < II- GENERAL GONDITIONS: GODS GOMPLIANGE: PROJL:GT TEAM: 5`1.1 STRUCTURAL DETAILS \ p 11.1 0 512 STRUGTURAL DETAILS V i • ALL TRADES SHALL FURNISH ALL LABOR, EQUIPMENT, MATERIALS, AND PERFORM ALL WORK: NECESSARY, INDICATED, GOVERNING GODES: OWNER: PULTE HOMES = PORTLAND DIVISION Z A REASONABLY INFERRED OR REQUIRED BY ANY CODE WITH JURI SD I GTI ON TO COMPLETE THEIR SCOPE OF WORK. 2008 OREGON RESIDENTIAL SPECIALTY CODE 16520 SW UPPER 500NES FERRY R . w • ON SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL EE THE RESPONSIEILIT`r'' OF THE SUITE 200 SI T PLAN 0 SUB-CONTRACTORS. NOTED DIMENSIONS TAKE PRECEDENT OVER SCALE. EACH SUB-CONTRACTOR SHALL REPORT TO NUMBER OF STORIES: 3 PORTLAND, OR q°1224 ``' A THE FIELD MANAGER ANY D I SGREPANGY OR OTHER QUESTIONS PERTAINING TO THE WORKING DRAWINGS AND/OR v / " I SPECIFICATIONS AS DETAILED IN CONSTRUCTION AGREEMENT. BUILDING HEIGHT: 51'=10" TO RIDGE PHONE: (505)221=1131 o w NI • ALL ALTERNATES AND FINISHES ARE AT THE OPTION OF THE OWNER AND SHALL BE CONSTRUCTED IN ADDITION TO OR FAX: (505)222=-1`111 m N A Hi 0 IN LIEU OF THE TYPICAL CONDITION AS PER THE SPECIFIC JOB SITE SELECTIONS AND ADDENDUM AVAILABLE THROUGH MAP TAX LOT NUMBER: LOTS =88 i w N THE FIELD MANAGER. --- m ii- PARENT PARCEL(5): ISI ISCA = 00100 . ,,,, A • EACH SUB-CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK AS OUTLINED I N THE SCOPES OF WORK AND His E M s ` i SPECIFICATIONS AVAILABLE AT THE PULTE DIVISIONAL OFFICE AS INDICATED IN THE TITLE BLOCK. 15113GA - 00200 N 15113GA = 00300 STRUCTURAL HARPER HOOF PETERSON RIGHELLIS INC. t:. - w ENGINEER: 205 SE SPOKANE STREET ___ I S 5GA 01000 SUITE 200 \ FF:111 II� v�o- SW 135TH AVENUE v)PORTLAND, OR 01 1202 - - :-�'154_ � � � � �.. a�.� -- `v PROJECT TYPE CATION AR SS PHONE: (503)221-1131 ` a' ! I%�� �� �� :46.,14 z FAX: (505)222=-17�q �► >I cn VIF LOTS I=I6, 84=88 = SW RoSE:MARY LANE: \ y '- � � � �� � ,P ,.; �: . � . .. �LOTS `1 68 SW SAGE TERRACE �� '�.� � °� si� _ °LOTS 6ci-85 - SW MALLOW TERRACE < '� �; �" �� \ a COMMUNITY NAME TIGARD, OR c `7225 ►� . X666 "r".. �-v . ' SI''� s Summer Creek 1 se CIVIL PINNACLE ENGINEERING it 44) ' ,„ _ Q 1 / J ENGINEER: I�1�157 KELOK ROAD ,� ` ® '6\ � I m - Townhomes � . LAKE OSWEGO OR q`7 34 9 ‘10:\ � � w a O A_ D E S C T I \. 0 \ .4 • S _ o LAWSON COMMUNITY ID TRACT A AND LOTS I-88, I NGLUS IVE, OF VILLAGE AT - PHONE:: (503)656 m4005 \ AAA ! I H 0000 SUMMER CREEK IN THE CITY OF T I GARD, WASHINGTON O 7/1"-; ., : �i ,S.COUNTY, ORE COON. FAX: (505)656=4015 \ y ode �� ■ O MS ► a ���:,; 0 GARAGE HANDING A �, b1 Z Varies ZQ\ \0/ DES I S\AT I Q\S: r% t, g � I XXX `%► , ► . � . f o , U Z SPECIFICATION LEVEL ` „,a Ms � 41-1 Q \ N-%,,,,..„, .�. ��_ ®��®�� ,, .:: a-p jii1a/r' w PLAN NAME ' _-W \<i i%!'; - s t /' N NPC PLAN NUMBER ei � , Z LAWSON PLAN ZI 0000 PLAN NAME q �� R, illiall%k‘Nov.:‘.' s k SHEET \ 05.00 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30. 11 / Ranslow. Kevin / COVER SHEET / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNNOMES (PORTLAND)\BLOCK OUT\BUILDING 05\BUILDING 05 COMPOSITE.DWG o � N ® N ¶. 88'-0" ¶. t. • T..•{ �I i I / CID 201_0" 16'_0" 16'_0" 16'_0" 201_0" / / i i � / " I I" I" I I I " I" 1 " 4'=12 2'-I O" I2'¢62 4'= 12 2'-10" 8'-62' 4'-12 2'm IO" 8'-62" 4'°12' 2'=1O" 8'-62 41-12 2'-I O" I2'-62 ;7_, / / / / y / / / / / / / / / / / r i dr:�'_��" 10'=O" 62" '°O" ® 62" 8'®f ' 62n '=O" �'¢62n y �O'=O" -��el, (v I♦ ♦ 'U� II� I i0� — I 1�� 1U� -- ♦ ti�� i `U� I I I I �"+ `� I i •��� ice♦ • AI P3.03 //* O OFT. P3.o At OPT. OPT. OPT. I OPT./ ,...., M GONG. GONG. GONG. GONG. _, GONG. _� cry c FAIL 2 FAD FAD FAD c0 ( FAIT d3 ® N o 0 AD.2 I I Paammi 1-(8 PasIl T.O.F. •. T.O.F.W. T.O.F.W. T.O.F.W. T.O.F.W. T.O.F.W. q8'-0" q8=O" / q'=o ' qq -0" 100'-0 100 =0 1 I or4;4r' s i, 10 1'mo" 8,i 15164" 8" 151-4" a i 15'=4" a Iqi=Oi, a / / / / / / / / / / / /-- ////// ♦ O ///// ♦ O ///// ////// ////// ♦ - ////// /////,/ ///// ♦ J 4 0'1 In -I O 0\ Al�.l �Sl Li ILI LA ILI Li P-4 d 4'-0" I'-6" 4 4'° 0" I'=82" ( 4' -0" I'-6" < d / / c V d '1 ♦ ‹ / / d ♦ ‹ 4 CJ O ♦ O 0 O _Ill ILI tu 4'-4" 4'-12" 0 0- 0- 0- 4'°O" 4'=I2" Q ii O ® _i "I Q O / #' ♦ l O O LC) 0 I = in E-4 1 1 1 i O C.7 -0 1-4 i__, . ei -IN -IN 0 d1 d; w i- - - - 1 IN 2 , i c? Arn.l ➢(1 - PRODUCTION in PRODUC11ON MANAGER Gary Culp •v _ ♦ RELEASE DATE: 12/23/10 I REV ;1 DATE /DESCRIPTION AD.I UNIT B&C REVISIONS v 0 04/01/2011 o w A T.O.F.S. T.O.F.S. T.O.F.S. T.O.F.S. T.O.F.S. —� 018'=0 I -I 018'°0 ♦ 01011°0" ♦ ql'=0" ♦ 1001-0" 0 0 PrI O I V] T.®.F.W. T.®.F.W. = 7.0.E.W. T.O.F.W. T.®.F.W.018.°0" O 0 4 " 2 " Q 2 T.®.�.5. A T.0.6.5. �. /'� q�'°4" / 018-4 w �/ \ 6\- 6\- f .5 T.0.6.5. •♦ �� ♦ _ ♦ T.O.C�iS. AS (T)Lij A ild 6 11'64" 0 SEE _ _9 O SEE ' 0101 °q PI.00 (N_ AD.1 - PA E 52.1 O c1- T.0.6.5. - PA E 52.1 = � ----- - cy♦ 018 -4 • - �,_ N ♦ P ♦ I " T.O.F.W. ♦ — O T.O.F.W. SEE _SEE _______,/. O w 01°1'-2" i FACE 52.1 O �- \♦ — = i --� -° -Q? 0101 —2 i FA&E 52.1 J N A -- . _ SEE , 1 I - //,�y — O\- M ♦ -- --- J m O O FACE 52.1 I uJ '� , m �__ �2 22" ♦ — -z\-� x O♦ �-- ♦ cn tY� J_ z PROJECT TYPE T.O.F.W. ♦ a \ \ L T.O.F.W. T.O.F.W. ♦ ♦ o MF 011'-2.' 018-2 A2 G2 �I 181-2" �2 GI A2 C2 Al A2 A I I -, COMMUNITY NAME 05.51 05.51 0552 05.52 05.53 05.53 05.54 API.00 05.54 05.55 05.55 Nij Summer Creek 82 q�_SII I'=42" 10" 8'-S" I'-12" 10" 5'=5" '=42' 10" S'-5" 1'=12" a2' 1'-3" 42' -� Townhomes / / / / / , / / / / / / / / / / I o LAWSON COMMUNITY ID I 8'=8" I I'=42" 51a1 " 10'=22" 5'=62" 10'°52" 5'=01 " 10'=22" 8'=`12" 11'=4" 0000 / / / / / / / / / / �¢ 2O'=O2" 161=0 16'=O" 16'=O" 1 q'-112" w ix / / / GARAGE HANDING as=O in Varies UNIT A (LOT 11) UN I T G (LOT 18) UN I T B (L0T 141) UNIT G (LOT 20) UNIT A (L0T 2I) z SPECIFICATION LEVEL T.O. FOYER SLAB = ci8 -O T.O. FOYER SLAB = -O T.O. FOYER SLAB = otq -O T.O. FOYER SLAB = 01011-0" T.O. FOYER SLAB = 100 -0 0 Z _ (SEE SHEET A2-1.I FOR (SEE SHEET GI-I.1 FOR (SEE SHEET 51-1.1 FOR (SEE SHEET GI-1.1 FOR (SEE SHEET A5-1.1 roR W PLAN NAME a A1,V I T I ONAL INFO.) A�v I T I OVAL INFO.) Ar7t,I T I OVAL INFO.) A� ,I T I ONIAL INFO.) Aar,I T I OVAL INFO.) NPC PLAN NUMBER 0 z LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME 0000 I - ® Le A I ION/ SAS AN SHEET 05.10 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30, 11 / Ranslow. Kevin / SLAB EDGE PLAN / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\BUILDING 05\BUILDING 05 COMPOSITE.DWG o 1 N N 0 -PA / N c 4L 88'-0" / t� Cf?, N 20'°0" 16'-0" 16'=0 IC =0 � 20'-0� • / y / / / / > --, •(5-agill C-1-1(n:1-1 cry 7i 8 . 7, rd Cr4 p_., rui—g : t AD.2 -91 -� 'p -0 -r. r tg t ri fin -r. 4 Cod cNi 0 AD.4 Pag14 ir2 Prili (#ii %I t\il 1 1 0,\I I ' '''''..C7'.------31\1 ■■ I SI 0 0 of ■ \ 1 t TN ,.. 11;ffie 0 0 0 0 1 4 AD.I I-- Q I p p-,0 ° ° O in 1 ❑ 0 -, , -r-- I , I I O CO - - p — 1 I I I - _ w �.-L-1.-J -- - __-- ----- -------- . 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O T 2 I) ° Z o SPECIFICATION LEVEL SHEET A2—I .I 01QZ SEE SHEET G I — I .1 01 (se w sH T al -1 .1 0I;Z (SEE SHEET G I — I .I .01;? (SEE SHEET AS-I .1 0142 0 AOO I T 10NAL INFO.) AOO I T 1 ONAL 1 NC:,.) AOO I T 10NAL 1 NO.) A?;L,I T 10NAL INFO.) AOO I T I ONAL INFO.) N w PLAN NAME J Q N NPC PLAN NUMBER 0 z LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME 0000 ----- : 1 S.-- -- r— , 0 0 A N, SHEET , 05 e 20 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30. 11 1 Ranslow. Kevin / 1ST FLOOR PLAN / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\BUILDING 05\BUILDING 05 COMPOSITE.DWG O 1 c-.1N 0 .-12A N 4 4_ 88 I-0 I CL 4_ • r--4 k I �� I • II I " S'=OII � 2O'=O" • I I 20=0 16 =0 � 16 ¢O � F� / / / / / �I/ a) E. 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PLAN NAME J Q N NPC PLAN NUMBER • 0 z LAWSON PLAN ID 0000 ' LEGACY PLAN NUMBER /NAME 0000 Sii - # N PI AN SHEET 05.21 (c) Copyright Pulte Home Corporation — 2009 PLOTTED: Mar. 30. 11 / Ranslow, Kevin / 2ND FLOOR PLAN / F:\BSB REPLLCATED\PULTE PROJECTS\N3W10201—TCG3—SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\BUILDING 05\BUILDING 05 COMPOSITE.DWG • o1 0 a) N . - ci) "11 t\ • r......1 F131 4-- 4-- ss-o 8 a / / pc-.2, rcj 20'°O" 161-0" 161-60 16'-0" 20'=0" a / / / / / / cri ca. so II= EMI MEI MEI NM EMI MEI EMU MI ;61.4 Cn n .0 a 0 I I ii ♦ ♦ )I [ �fl III I( , . _ �II ,) Tr [t �. i ^ r ::- 4110 till° ,-, : le , a 91 kiii, (-----„, c--.) (--- , ki, r / \ , , _____, ,, . \ r , . ,..___ _ , ,_____T1 pi = . . 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A00 I T I ONAL INFO.) AO?�I T I ONAL INFO.) 0' J Q o NPC PLAN NUMBER 0 z LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME 0000 IJ 1 ® ® ' /AN SHEET 05.22 (c) Copyright Pulte Home Corporation - 2009 ' 1 1 1' u I 1 ►!I l r ►' 't i t 1 1; ' 1 k • G : ■ j ; l 1 ' '►1 1 1 1 1 - - ii i/ 1 ■ ■ 1111u1u '1►1 111 1 I 1 G 11 1 : 1 k 1 1,i'1 11 - o 1 4-- i' . 4._ ctr__ . N �, N O , � 0 N Ci.) cn, ,,,,N • 7-4 -6 v) (:::1) (/:- 0 I I '-Ci o rzo;_, 1:i ai CLH'1) 4'-01I I 41-0II 41-01I I 41-O II 41-O II I 41-0II 41-011 4I-011 ',®,I MINIMUM MINIMUM MINIMUM MINIMUM MINIMUM MINIMUM MINIMUM MINIMUM 4..4 ® / / ® / / /® / .� ® 1 / Ili/ ® , tom' EMI EMI MEI T"°� P'1 0 ° o P.°14 ICrD Pwa I 0 0 0 0 0 o 1 OO VENT 1- -17//ii/ / V/ y I i :xi/ ROOF VENT �3 O 6" COLLARED i � I I .� wPS.oI EXHAUST VENT t j ® 4" COLLARED ���, EXHAUST VENT o UNIT A 6 ATTIG AREA: `104 5Q. FT. I AD.2 j ® VENTING RATIO: 1/500 0 ® j I i I TOTAL NET FREE i (� f j 0 VENT AREA REQUIRED: 338 SO. IN. Si _i HIGH VENTING*: 161 5O. IN. MIN. TO 0 0 0 270 50. IN. MAX. 0 I ROOF VENTS O I (TYF.) O O LOW VENTING: 68 50. IN. MIN. 1 I _ I *AT LEAST 50% AND NOT MORE THAN 80% OF THE TOTAL RIDGE P5.5.00 REQUIRED VENTILATING AREA SHALL BE HIGH VENTILATION. RIDGE - I 1 RIDGE ; RIDGE UNIT IS 1 I - 0 ° 1 , 2-. RIDGE r( I ATTIG AREA: 646 5Q. FT./ I. 0 VENTING RATIO: 1/300 ie ,, ,� TOTAL NET FREE (.T_, I VENT AREA REQUIRED: 310 50. IN. O A o I 1 HIGH VENTING*: 133 50. IN. MIN. TO I 1 248 50. IN. MAX. ill 1 • D_ (6:2 , , , LOW VENTING: 62 5Q. IN. MIN. PRODUCTION MANAGER (�1 I I 3; *AT LEAST 50% AND NOT MORE THAN 80% OF THE TOTAL Gary Culp T I II iI ® I 5 o REQUIRED VENTILATING AREA SHALL BE HIGH VENTILATION. RELEASE DATE: 12/23/10 I (N 1 (A C REV I DATE /DESCRIPTION ® ® UNIT G _ UNIT BE REVISIONS I tS lS� 1 04/01/2011 • i I 1 1 1 ATTIG AREA: 516 5Q. FT. a 1 VENTING RATIO: 1/300 A v '0 I I v Q < JAUIRED: 2'76 5Q. IN. V d.,)�� x: 12 I , -�� _ �: I� a: 12 .1' l� I, SLOPE c�L,! i I G. 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FOYER SLAB = �8'-O T.O. FOYER SLAB 8'-O" T.O. FOYER SLAB = qq'-O" T.O. FOYER SLAB = �c'-O" T.O. FOYER SLAB = I OO'-O" \ SHEET SJ I I NNI, ,C4 1 ® c I - EVAT ION 05.40 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30. 11 / Ranslow. Kevin / FRONT ELEVATION / F:\TSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER GREEK TOWNHOMES (PORTILAND)\BLOCK OUT\BUILDING 05\BUILDING 05 COMPOSITE.DWG El KEY NOTES — ELEVATIONS: I. TRIM PER BUILDER (SEE ELEVATION FOR SIZE). 0 O ' � 2. CORNER TRIM PER BUILDER. j N 3. LAP SIDING PER BUILDER. ® N 4. SHAKE SIDING PER BUILDER. 5. BOARD AND BATTEN PER BUILDER. • r V) 6. ROOFING MATERIAL PER BUILDER. > --, 7. BRAGKET PER BUILDER. • r� cu S. 4x6 POST PER BUILDER. - ' CZ cf.) 0 q. YAIRAPPED POST PER BUILDER. 10. DECK RAILING PER BUILDER. GQ rid (-1) t� CIS ® o Q Pial 1" #;4'' ir- !-- r''.- i r 1 F I O I i I I I I I � �- F= 1� HEAD AMB SILL I J Agi AI BI , GI WP3.OI P4.0 P4.O P4.0 ; HEEL HT. AT PRODUCTION MANAGER \ Gary REAR OF LOTS Iq-2O HEEL HT. 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X u -I Q W \ N �c W A N \ � 51 N PROJECT TYPE ,. •, _ N\ a P3.03 ° MF __ IIUIUIIIII / LOOR I 1=LOOR 2 .F. 1 2 F.F. J\ _ ' - mid °_ COMMUNITY NAME FLOOR Ifirrnrininirirkgrirrniltur"111 " ♦ \ ! 1�►♦ I i N_ � _ _+� .: �_ � �. :1 FLOOR I _1 �n Summer Creek ' , 1 I J Townhomes AI 56'-0" ►l 5I_0I,; ; ■ ? \� ■ a -# 0 LAWSON COMMUNITY ID P3.03 ii 2'-0" 0000 IN-u G G _ v ci -' O G -'� GARAGE HANDING i 1 .q, L Varies A3 a ...--.* I v/ 0 1 1 SPECIFICATION LEVEL WPI.00 9 Z o FLOOR I T.O.F.S. ■•;- - ' 1 1 �. •s FLOOR I T.O.F.S.rri- - - - - - - - - I ' • •--.#i , w PLAN NAME i A2 1 AD5 I I i V PI.00 0 NPC PLAN NUMBER ,�.--sue �, .� z LAWSON PLAN ID 0 SUILPING SECTION — 0000 LEGACY PLAN NUMBER /NAME . III I SC- TINS NT I . , T 2Q) 0 SHEET 05.54 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30, 11 / Ranslow. Kevin / BUILDING SECTIONS - UNIT C (2) / F:\BSB REPLICATED\PULTLPROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\BUILDING 05\BUILDING 05 COMPOSITE.DWG ❑ KEY NOTES - SECTION: I. ROOF MATERIAL PER SPECIFICATIONS. o N 2. MANUFACTURED ROOF TRUSSES ® 24" O.G.. ) ^I 3. G I RDER TRUSS. • ` 12 12 0 4. R-4q INSULATION IN CEILING. C CI) -- 5. I-JOISTS PER MANUFACTURER'S • ' v1 6 6 © SPECIFICATIONS. ROOF TRUSSES 4 6. R-30 INSULATION IN FLOOR. • r-4 SPAG I NG PER :� -7. 2x4 STUD WALL. h-1 MANUFACTURERS ` I 3 (21) (r) 0 a 2x6 STUD WALL. LAYOUT q. R-21 INSULATION IN WALLS. rri O = 1-Ci a .. ct cal 54'-0' 2'-♦, • v...4 W - - --� ri S � '.00lul 2 SATh 2 is. . 15AT O N 'S SUIT -Id) o rEi ® N 0 r--I P"'"1 ►. 5 ►. - --- -- - -- -- - - T FLOOR 5 F.F. 4 FLOOR 5 F.F. mNV- FLOOR 2 I:� , FLOOR 2 N •, 0 ►i*4' s -ce DINING OO1%4 GREAT f?OOM ' Is- C4 P4.0 •• �. � 6 FLOOR 2 F.F. _ i 0 FLOOR 2 F.F. mist FLOOR I ' i1 '��i�i�i�i�i�i�i�i�i�d��i�i�i�i�ii�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�iN��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��L =1i L FLOOR I " j - -'\ N 7 0 z i c 6 I-O" S6 1_O" 2 1_0 ZI / / / 0 % ARAGE -ice E_°+ O cry L.D C� 12 12 0 7 FLOOR I T.o.F_S. - - - - - - - - - - - - - = - - - - - - - - - - - - - - - - - - - - - FLOOR l T.o.F.s. \ 6 \ 6 1 �1- ROOF TRUSSES $ 4 - H SPAC1No PER MANUFACTURERS LAYOUT PRODUCTION MANAGER FLOOR 5 *wi A%W FLOOR 3 Gary Culp A2 5UILI�ING SECTION - - - - - - - - - . RELEASE DATE: 12/23/10 . 541-0' .\ REV;� DATE /DESCRIPTION. - - UNIT B&C REVISIONS s \, ? 04/01/2011 . \ . \ [ = 0 1� O O M' L A U 1■1 O'I�`I' o \\ ION. I .G • ,� 1- o f -1 - MY N a N A ILI•: co b, \ / ► O � QW \ . ■(1 FLOOR 3 F.F. \ _ FLOOR 3 F.F. _ A _ i ' r-11 ! _ \ ��� min CA ce FLOOR 2 1 �1 •a, FLOOR 2 � s - - - - I 4. - \ • W \I A � O 10 .• N (� AD.2 : \\NNL =i- r A 1 f< I T *f N O^DER -�� W I iW \ u .� 0z N I - SIM. X■ IY V N I `�' PROJECT TYPE • ���` �♦ 5 6 d W N\ � P3.03 � , — y.OWJ FLOOR 2 F.F. _ :y = v _ N\ ,. FLOOR 2 F.F. ° - - - ,.. � - - \ ..,` - -; ,- - - - - �i�♦ °- COMMUNITY NAME FLOOR I ������ \ 1 ' N w I _- ������� , 1 1 FLOOR I4!44!44!2J ! 4!a44WAWAYM4WI Summer Creek For ov AI Townhomes P3.03 • - i -'� o LAWSON COMMUNITY ID . S4'-O.. 2'-O 4 O 0000 ►� GAi�AG 1=OYER PORG'I"°f -io GARAGE HANDING Va o ries ►� 3 z I I E z SPECIFICATION LEVEL FL®OR I T.O.F.S. - * FLOOR I T.O.F.S. o I n,. Z rill N P w A2 a U LAN NAME wP i.00 N NPC PLAN NUMBER 1 z LAWSON PLAN ID AI EUILflING SECTION 0000 LEGACY PLAN NUMBER /NAME i ' III N s - --rQNs I I A ( EQ T 2I o000 - -- -' - SHEET 05.55 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30, 11 / Ranslow. Kevin / BUILDING SECTIONS - UNIT A (2) / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUTBUILDING 05\BUILDING 05 COMPOSITE.DWG FLOOR FLAN NOTES A. ALL INTERIOR PARTITIONS ARE ( j" j ) 3 1/2" O 1 20'-0" i- 20'-0" ROUGH UNLESS NOTED OTHERWISE. ALL cv N / / 1' EXTERIOR WALLS ARE ( j f ) 5 1/2 ROUGH. a a.� �' N Iq'm112" ' 2" B. ALL ANGLED PARTITIONS ARE 45 DEGREES • �0 / , UNLESS OTHERWISE NOTED. C^ 4'-`72" 2'-I 0" 12'62" 6'°02" 131-11" I G. ALL CONCENTRATED LOADS SHALL BE • 't� v1 / / / / / / / TRANSFERRED TO FOUNDATION VIA BEAMS, �_ ! ! POSTS AND/OR SOLID BLOCKING. 2 -62 I O O 3 112 '� 112 ® • 7-4 / / / / / / D. ALL EXTERIOR DIMENSIONS ARE TO SHEATHING leZ UNLESS OTHERWISE NOTED. w (V 0 cn E. (2) 2x6 HEADERS MIN AT ALL BEARING HALL 4x6 R ST OPENINGS UNLESS OTHERWISE NOTED. O �` (�) i U,'� N. \ ® Nc F. POSTS AT HEADERS IN 2x6 MALLS SHALL BE I� V (2)2x6 MIN. POSTS AT HEADERS IN 2x4 WALLS SHALL BE (2)2x4 MIN. L OFT. 21-i M G. ALL TRUSSES TO BEAR ON EXTERIOR WALLS , FAD C' _ _ = AND/OR GIRDER TRUSSES UNLESS OTHERWISE •- O O o = Q NOTED. cc3 I CO CO j CO H. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, ® cc;-,:i 0 3'x3' HANGERS SET SPACING FOR ALL TRUSSES. 3x3 c0 ® GONG. I. WINDOW SUPPLIER TO VERIFY AT LEAST ONE Pimmi F'1 GONG. 4Y FAD W I NDOW IN ALL BEDROOMS TO HAVE A CLEAR FAD Q EGRESS OPENING OF 5.-1 SQ. FT. WITH MIN. - — N \ • \ \ - \ \ \ DIMENSION OF 24 IN HEIGHT AND 20 IN WIDTH; SILL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR, PER 2008 OREGON RESIDENTIAL 0 SPECIALTY CODE. o J. PROVIDE FIRESTOPPING EVERY 81-11/8" r4- , VERTICALLY IN WALLS > 8'-I I/8". K. ALL HANDRAILS TO BE MIN 34" - MAX 38" ABV TREAD AND TERMINATE IN A NEWEL POST OR SAFETY TERMINALS, WITH DIA OF 1 1/4" TO 2" W DIA. LD . L. ALL GUARDRAILS TO BE MIN 36" ABV TREAD O O INCLUDING RAILS AT OPEN SIDES OF STAIRS. 1i 0 O s 1 M. ALL GUARDRAIL BALLUSTERS TO BE SPACED < r r SUCH THAT A 4" SPHERE CANNOT PASS t '�--a BETWEEN BALLUSTERS. 2 C' N. ALL HANDRAILS / GUARDRAILS TO MEET 2008 Q C TA N 1: 1%."1 G AGE OREGON RESIDENTIAL SPECIALTY CODE. 0 ,—� 8'-I I/8" 0. MIN CLEAR HEAD HEIGHT AT STAIRS SHALL BE w C� 111-I" Sii'_o" 6'-8" MEASURED VERTICALLY FROM SLOPED O PLANE ADJOINING TREAD NOSING, OR FROM E-1 t~ FLOOR SURFACE OF LANDING. $'°4" 4'12" I I'°6" P. ALL ELECTRICAL AND MECHANICAL EQUIPMENT O / / / ARE SUBJECT TO RELOCATION DUE TO FIELD E 1 O 4'=4" 4'12" I I'°62" IT1 p....., CONDITIONS; CONTRACTOR TO VERIFY. W / / 1- �♦ o♦ < r 1 -° W N 0 N -!\ E--+ O S 1 = KEY: F--i a _ = 6x6 POST STORAGE I I _Try = DENOTES WALLS WITH TOP PLATE GREATER THAN �1 UNDER '� 9 8'-I I/8" ABOVE FLOOR - STUDS TO BE CONTINUOUS P-1-1 p STAIRS I I I o FROM FLOOR DECK TO PLATE = -TN 1- 1 i I 1- < PROVIDE GYPSUM T L-1-J D3OARD UNDER STAIR CJ W i-- AS REQUIRED BY —ICA Q O THE 2008 OREGON ' - ,-- a RESIDENTIAL CODE DENOTES DROPPED GE I L I NG OR SOFFIT PRODUCTION MANAGER �\ 2868 � Gary Culp NV _r— \ I-11:7R. @ 6 1—8 RELEASE DATE: .12/23/10 to 0 i7 REV fi DATE /DESCRIPTION Cl V < ii u c� ii u — A UNIT B&C REVISIONS I— ii o 04/01/2011 —� LOW w A --IN WALL J' ,--7 1 a - cv A Ei 0 ky to / POv'rEn TV 1- t.!) tNI N W ' 5 " — W A �1--- I 8'=0 —IN V i 1 ITI ,_toco A X ° o PL \II LA = n O 71 \ _....-- A = _ -IN O� �' �f0�0 OGD -acv _ C O O m w O s gar I HDR. C� -1�=0 .0 O w A I N (�I -TA — ,L� — U) ` ` L---- _J \ \ \ \ n\ , — — — ill\ \ \ VI x N N PROJECT TYPE z l,� Al A2 ° -V1F• Mir _._- 0 °- COMMUNITY NAME N w Summer Creek 32"2'°42" 3'°4" 2'°O2'�J2" �'°4'° 3'°112" Townhomes // / / // / / 0 LAWSON COMMUNITY ID 82' q'=3" '=42' 2'°I O" 5'- I O" W 0000 / / / / / / / J w 8'=8" I I'=4" 8'°�2" I I'°32" 12" N GARAGE HANDING ' ' ' ' ' )' z Varies 20'°0" 20J-011 a / / / Jr o 4_ z SPECIFICATION LEVEL 0 0 z - PLAN NAME w J Q U 0 NPC PLAN NUMBER 0 z LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME I ® 11 ® 1 ® 0 0000 J \ks, 11— A I Cs '"'!%., i ,A I ON/ S I 1 _ /\ N 1 I 1ST I I QiCi PAN SHEET A2.1 9 0 (c) Copyright Pulte Home Corporation — 2009 PLOTTED: Mar. 30, 11 / Ranslow. Kevin / UNIT A — 1ST FLOOR — FRONT LOAD — LEFT EXTERIOR / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201—TCG3—SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\UNITS\UNIT PLAN SHEETS — UNIT A.DWG FLOOR PLAN NOTES A. ALL INTERIOR PARTITIONS ARE ( f f ) 5 1/2" 0 ti 20-0 ROUGH UNLESS NOTED OTHERWISE. ALL N ^I / EXTERIOR WALLS ARE ( 1' 1' ) 5 1/2" ROUGH. ® �) l V 1 I N / III-Iii=112 2 B. ALL ANGLED PARTITIONS ARE 45 DEGREES • 1� i UNLESS OTHERWISE NOTED. rr-^^ 51-52� 8'=q�� 5'=q V J / / / , G. ALL CONCENTRATED LOADS SHALL BE • 1� v) 20'60" Cr._ TRANSFERRED TO FOUNDATION VIA BEAMS, Ilifi MI / ® ® / POSTS AND/OR SOLID BLOCKING. I q'=112" • 2"D . ALL EXTERIOR DIMENSIONS ARE TO SHEATHING • t h1 / UNLESS OTHERWISE NOTED. w cn 0 q'=6" IO's52" E. (2) 2x6 HEADERS MIN AT ALL BEARING WALL / / / OPENINGS UNLESS OTHERWISE NOTED. 0 1_ I 51=52 4=02 I 4 q 5=82 F. POSTS AT HEADERS IN 2x6 MALLS SHALL BE r21 / / / / / (2)2x6 MIN. POSTS AT HEADERS IN 2x4 WALLS ;-+ SHALL BE (2)2x4 MIN. �, n G K ;� I G. ALL TRUSSES TO BEAR ON EXTERIOR WALLS rameassei O V = AND/OR GIRDER TRUSSES UNLESS OTHERWISE ••;••, O p z 0 O O O NOTED. ;"'1 Cc l) t�Y c ' cn -co 0 H. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, ® O O © O 0 ® 0 HANGERS 4 SET SPACING FOR ALL TRUSSES. O 1- Q 0 • O I. WINDOW SUPPLIER TO VERIFY AT LEAST ONE m Q o p- m Q m Q WINDOW IN ALL BEDROOMS TO HAVE A CLEAR I 1 I EGRESS OPENING OF 5.-1 SO. FT. WITH MIN. ♦ ♦ \ L f -__ J- r ♦ ♦ �` ♦ ♦ *` -4 `L ) ♦ ♦ DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; SILL HEIGHT NOT GREATER THAN 44" ABOVE [-=1 :, i L _ t- _ _ FLOOR, PER 2008 OREGON RESIDENTIAL 1 SPECIALTY CODE. SINK a D/W - _ !`, /�� � O OO J � � OQ J. PROVIDE FIRESTOPPIN6' EVERY 8J-11/8" �jy 1 A/A=5 O VERTICALLY IN WALLS > 8 -I I/8 . 5=I I " 5'=6" 8'-I I/8" = 8'-1 I/8" O cr-6" x q'-O" O ci'-8" x l'-8" (V K. ALL HANDRAILS TO BE MIN 54" - MAX 38" ABV / C/A-3.0 ' 85 5F _1 13 SF -' TREAD AND TERMINATE IN A NEWEL POST OR ' O � N � N�7 ®®' _ _ —ICA m t) ■ �> ri -I I/8 I m r -, ♦ o � SAFETY TERMINALS, WITH DIA OF 11/4" TO 2" W CA a z lo'-0" x 17'-2" -4 -82 I 5 I –82 1 -41 –0 =42 D I A. • ftx I N Ill SF / / 5 ' }, / / / L. ALL GUARDRAILS TO BE MIN 56 ABV TREAD F ♦ _ INCLUDING RAILS AT OPEN SIDES OF STAIRS. ■ KITCHEN 66 M. ALL GUARDRAIL BALLUSTERS TO BE SPACED ii 0 r 4068 5I PASS �_ SUCH THAT A 4" SPHERE CANNOT PASS 4068 BIPASS ,..- -icv _ I I -IN [ i yin ♦ BETWEEN BALLUSTERS. / 1�ANTRY / / SOFFIT AT / / � m -'�c- N. ALL HANDRAILS 4 GUARDRAILS TO MEET 2008 �,/ O 1- o� � _° OREGON RESIDENTIAL SPECIALTY CODE. CD ♦ • AL a q I A.F`. �,� ° v 1� S$R 5 R ' n 71 O. MIN CLEAR HEAD HEIGHT AT STAIRS SHALL BE 0 2x CALL>. -icy ® ®-- IL �� N v - c q =S a �' u u , 61-8", MEASURED VERTICALLY FROM SLOPED II —ICA I p_IW VT , I_`a � I 12 e� 24" T.B. �' PLANE ADJOINING TREAD NOSING, OR FROM w O ° cy WAS�IER 11 c0 / '�' sr / —icv u T.'� R _ -uv -S 6 OATH 2 T R N ♦ 13 !I -I!`° 11 O Q — • c4 t� FLOOR SURFACE OF LANDING. ' f -fOOKUPa 11 a y� -icv �/ �+ I o O O - y , / , -I 12" VENTED - ^�--- m ® /A�S.O , P. ALL ELECTRICAL AND MECHANICAL EQUIPMENT Li) 2040 SH E/A-5.0 �; -° = m SHELF i i I- �� N ■ = ♦ ® m ARE SUBJECT TO RELOCATION DUE TO FIELD [ O ♦ H R 8'=p" Pyya� 2468 i� N m O - 11 0- N — z �T � J m m CONDITIONS; CONTRACTOR TO VERIFY. w - - - - - �I—r = ° iI �O �°I.S.XG ° 66 z T.P �" �__�''L.� 9 s m W.T 9 X880 S.R.O. m 5080 S.R.O. = m - 2 =5z I = KEY: < �-+ _ 2 a m -IN N // `�6�. rl� t,I w 5050 SH / / I X11 1 DENOTES WALLS WITH TOP PLATE GREATER THAN p■ 0 c0 a ♦ 5050 SH Q • 52" 1 'i Oi _° - ♦ I'-82' _R- ?< T R _iN 8'-I 1/8" ABOVE FLOOR - STUDS TO BE CONTINUOUS Fi O (p —ICA HDR. @ 8 -O V < O -ice I�Di�. 6 °I 0 T.P. w w 42" LOW G� '� m ¶ c tt d -I ,: OWNER'S EsAT FROM FLOOR DECK TO PLATE o fl V ♦ _ =— '. ' WALL ��� ��c ♦ ♦ -♦ z '�- ��T T-�� �' e ® �' w / /A-3.0 I cn rs, O -� = I 1'� II ii 42 LOW 2_4" T.B. N INI11114 G ATQ O � O WAIL ;-7-; iti I 6 - DENOTES DROPPED CEILING OR SOFFIT PRODUCTION MANAGER Q d- 1 '1 I/8' z °n m v -;c, % 151-1" x11'-4" -Tot In - q - r- I I 254 F U I- - Gary Culp `0 41-4'��_ 2'= ' 13�a 1 N Try RELEASE DATE: 12/23/10 Pm d- d- In REV i DATE /DESCRIPTION Q 63 _ MATCHL I NE 'A' MATGI°IL I NE 'A' — UNIT B&C REVISIONS N MIM ♦ ► _ I — Nv P 04/01/2011 _ 0 O •i'—� I . S$R O 4N 's SUITE o- A (i MI=II L__ II 8'-I I/8" N. cam-- ,, II W.I.G. = 13'-IO" x II'-II" cy ° I tL to , 15`� 5F N A ILI O O � In m ' w \ (i) 2468 w D 1_.._ I W ♦ ♦ •�1 FJ. _ ♦ ♦ 11 ♦ O o TEMP. o A 1 01 W (F/ 4–♦ LA._ III I ♦ ♦ ♦ `A♦ I III z III I ♦ ♦ N /\ kil O - O QO m = X U- T O ° X -° _O O O ♦ Q -i r 0 d �O r ' O p 1- . I � I- ci Q I J - cy (Np h Y id n - L — J Q ♦ ♦ X In Q N PROJECT TYPE Al ° I A2 Al A2 ° MF _.__ Mir --- Mir o 41-0" 1'-4" 6'-0" 5'-112" w COMMUNITY NAME / #, / / / A N Summer Creek 4'–O" 4'®O" 6'-O" .5'-I I2" / / / / , / �'¢�" , �'=g" , � Townhomes 8'=0" 11'6112" 8°O" I I'-112" 0 LAWSON COMMUNITY ID / / / / / / a 0000 Iq'=I I 2" Io'=112" 2.. LLI pc / / � N GARAGE HANDING 201-0" I Varies / / o I z SPECIFICATION LEVEL 0 0 k z 0 PLAN NAME w J Q 0 co NPC PLAN NUMBER 0 z LAWSON PLAN ID - 0000 LEGACY PLAN NUMBER /NAME 0000 JNIT _J I I A T I I I ® ® --� I A SHEET I � ® � I I � ® A2-2.O (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30, 11 / Ranslow. Kevin / UNIT A - 2ND - 3RD FLOOR - LEFT EXTERIOR / F:\BSB REPLICATFD\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\UNITS\UNIT PLAN SHEETS - UNIT A.DWG O1 NN CHASE 0 #' N -FOR VENT SOFFIT Cr) Ln■ ,L\ YIMSG3O::136 oil" A.F.F. • W2436L W50136 W3036 I 1413O36 W1336R W3618 HOLD CABINET OUT 12" > FROM WALL / I I/2" 11/2" w FILLER - - --_ _ - - _ / _ - - -- FILLER FILLER I I C:) t,n 0 I 1 - 1 / H0019 , - , rti 8 ,..H` a, REF. ct P-4 SPACE .4.) - f","i 1 \\ I I- r® I ,_ I I LI I i I I I - - L J J r V ;".1 i i I I I 'I — I I 0 a 3 P"I'l rC)) Pull -- - -- - -- ��- - - - - - - - -� :,at. , , FILLER ---- \ I• I \ 1/ , I I ,/..1 1 1 i I I I B18L 5336 DW 1313418 630 RANGE 630 624L DE3418 1 -6 / 3=O" / 2'-02" / I=6/ / 21-0" / 2'-6" / 2'=6" , 2'-6" , , 2'-0" 1'-6" , rA-4r A K I TCHEN KITN ISLAND L \/ KIT *4N Aillik , LIGHT \ / BALL / - p "4Qj / / O ` TO ♦ 56 D.V. I p 1:2ININO 1 \ - �A 56" .V. R.O. FRAMING O® / , _ \ W/ FLUSH '--� \ HEARTH FIREPLACE PRODUCTION MANAGER MANTEL SECT ON @ 'PLC, F AN V EVVI Gary Culp AS RELEASE DATE: 12/23/10 SPECIFIES REV i DATE /DESCRIPTION C--) A UNIT B&C REVISIONS O I AI 5A7-4 c„) T 1�,/ I C A L S. .0. � � ®® 04/01/2011 n WI J o U cn ,n p V . e LIGHT w Z A I— I LIGHT \ - - \- , y 40"x 42" s X u O 56"x 4211 \ MIRROR m I 0 m IRROR in - `- w Nt- 1 IN I- - r - ri--=� - x L �_L, J I ( - o PROJECT TYPE i - - ® MF -' — — m ,� I____.4, a COMMUNITY NAME d \ V 1-_____ �-_n I \ \ w Summer Creek VSD63S630L VS17B84836 SI Townhomes o LAWSON COMMUNITY ID 3'-_O" 4'-O' V 0000 W ct GARAGE HANDING 0 ATH OWNER'S 5ATH Varies z SPECIFICATION LEVEL 0 P 0 z U, PLAN NAME w J Q U NPC PLAN NUMBER o UNIT I NT I ® VAT z LAWSON PLAN ID 000 0 LEGACY PLAN NUMBER /NAME 0000 SHEET A-30 (c) Copyright Pulte Home Corporation – 2009 PLOTTED: Mar. 30. 11 / Ranslow.Xevin / UNIT A – INTERIOR ELEVATIONS / F:\BSB REPLLCATED\PULTE PROJECTS\N3W10201–TCG3–SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\UNITS\UNIT PLAN SHEETS – UNIT A.DWG ELECTCAL 8 1 SYVBOL < EY N 0 -.2 N LIGHT FIXTURES • E ; 1 cun BIN RECESSED GAN LIGHT > .---, LJ RECESSED GAN - EYEBALL • w GE I L I NG SURFACE MOUNT LIGHT 0 - WALL SURFACE MOUNT LIGHT QO I I PE LIGHT w/PULL CHAIN SNITCH rd ® WALL SCONCE f -+ r j FLUORESCENT FIXTURE � -1 (LENGTH FT/TUBE) L®GATE rOI�T- - I OUTLETS 0 ° IN LINE IA/G -- -- G CPI-wr- W/ LIGHT I > I &PI-wF H� / ., , L LS a \ DUPLEX OUTLET � T 411 •• SPEG I AL PURPOSE OUTLET . GF ±-1\\21 s ii I L I J �� (i.e. 1^1P. .I.) "fp _ (?) o o I �.� SWITGHED DUPLEX OUTLET _ I I i RANGE/DRYER 220V OUTLET 0 r -� 01 - - - - ��� — 3DROOM 5 E �ROOM 2 APPLIANG GF II ,1 on POWER D I REGT WIRE GONNEGT I ON '. NW OPT.J- - OPT. TELEPHONE OUTLET Ail I C� CPI I I CFI I I \ I GATV (TELEVISION) OUTLET g r . (!`+) I w 1 1 I -- / - - - '2��y ' I I r ' \_ x / -e- THERMOSTAT TI t KITC N DINING p it GPI I_1 ,� _ _ `� _ UNDER-COUNTER OR I , ' 7 r,• �, CONGEALED OUTLETS �� a �l I I I i O \ // - �- 5• SWITCHES - 0 1 _ \ 'V , � -- SINGLE POLE SWITGH 4 ,t,),_4 ® ■ `�: LA41 , 5-0" -� -�.NDi�I _ C 220 AR).‘: =r' 5�i 1 / / S4 FOUR-WAY SNITCH - w ' —o�iD� + �� - / D I ti _+ i / ire S USER DEFINED SNITCH I I - - - - -e �7 � , SPEC �; �� cow MISS FIXTURES 1.-- I - --T 0 -1 1-1 HT ir — -- — — - ■k■III ■•■■■•• .1.■ ( I _V J I ' — J— :�r� f -1 EXHAUST FAN U n jjj ♦ / \ tl CAF l 6.. I : z i i I I L4 EXHAUST FAN/LIGHT U 5D\ / 1 1_-- -1- � ' 7.�- . \ I f I7:--�� 5n � T �J EXHAUST FAN/LIGHT/HEAT\ Ti PREYVIRE GREAT 1 II \ W W I p, II _ 4 FOR ����� \ ®®M 1-� �. _ S5 • SMOKE DETECTOR - OPENER 1 DN TO - 1-,i N\ 1—,,J I OPT. DN TO -. r I I _ �5D OPT. ,N OPT. BUTTON i L I HT \ I OUTLET, LIGHT PRODUCTION MANAGER - - - O ; �� i TV AND I ELECTRIC WALL HEATER - - - Gary Cup �� - / y PHONE \./ 5 ,-�, RELEASE DATE: 12/23/10 UP TO N /� ; <�\ \ r�> ! `,� PANEL ELEGTRIGAL PANEL LIGHT ' - - - I II \ T i I� u I °1 EMERGENCY LIGHTING REV DATE BBC REVISIONS i III 5D UP TO I \ I 1 III '1 LIGHT 'O �. — — — — M I I . A 04/01/2011 \ GPI o , OPT. \ 4--EX-4 EXIT SIGN o \ ®Y R ;; ° / 1--� _ ,.,,,�� BASEBOARD ELEGTRIGAL w A 7 i I - / \ — 1 HEATER I-. / 4. 7: ELECTRIC ' 1 li _ i i i/ DOORBELHIME Q ill 0 ER ` _ OPP�` - Oi�T I G �U I T - // � i IDISPOSAL A I:: 1 N —Tr 11 / E rn — 53 .�J � a 427 - ° , )' I� � % o w X ° °" O OPT CEILING AN/LIGHT L, A i, sat( '\ L.,1- A I _ L. .=011[. I Ii, ,i, Ia. �� A P FLOOD LIGHT � 9.-- 0 F 0 / c1H 1� 1 A J r ELECTRICAL PLAN NOTES W Hi -- A. ELEGTRIGAL CONTRACTOR TO PROVIDE N A L.— J REQUIRED D I REGT HOOK-UPS/CUTOFFS. v) M B. HVAG CONTRACTOR TO VERIFY THERMOSTAT N LOCATIONS. PROJECT TYPE Z MF G. ALL ELEGTRIGAL AND MECHANICAL EQUIPMENT (I.E. FURNACES, A/C UNITS, ELEGTRIGAL PANEL SANITARY SUMP PITS, DRAIN TILE SUMP AND ° COMMUNITY NAME WATER HEATERS) ARE SUBJEGT TO " Summer Creek RELOCATION DUE TO HELD ELD GOND I TI ONS. J D. ALL SMOKE DETECTORS TO BE 110 V w/ D Townhomes BATTERY BACKUP, WIRED IN SERIES, o LAWSON COMMUNITY ID INTERCONNECTED TO ALL OTHERS, MAX IO'-O" w 0000 FROM ALL BEDROOM DOORS. MIN I SMOKE DETECTOR PER FLOOR. MIN I SMOKE DETEGTO GARAGE HANDING PER SLEEPING ROOM. E. PROVIDE AND INSTALL LOCALLY GERTIFIED a Varies SMOKE DETECTORS AS REQUIRED BY NATION? FIRE PROTECTION ASSOCIATION (NFPA) AND z SPECIFICATION LEVEL MEETING THE REQUIREMENTS OF ALL ° GOVERNING GODES. O F. PROVIDE AND INSTALL GROUND FAULT GIRGUITZ PLAN NAME INTERUPTERS (GFI) AS REG BY THE NATIONAL ELECTRICAL GORE AND MEETING THE (1 NPC PLAN NUMBER _ _ REQUIREMENTS OF ALL GOVERNING GODES..00l e- cioN , =-- 0 OR II ° z LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME 0000 I ' I E C, T I CAI - I Q Q � I A SHEET A2-4.O (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30. 11 / Ranslow.xevin / UNIT A - FRONT LOAD - ELECTRICAL - LEFT_EXTERIOR / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\UNITS\UNIT PLAN SHEETS - UNIT A.DWG FLOOR PLAN NOTES A. ALL INTERIOR PARTITIONS ARE ( j t ) 5 1/2" 0 1 6 16'-O" 16'-O" A ROUGH UNLESS NOTED OTHERWISE. ALL NO i i-- EXTERIOR WALLS ARE ( 'I' t ) 5 1/2" ROUGH. 0 472 V 2 B. ALL ANGLED PARTITIONS ARE 45 DEGREES • N UNLESS OTHERWISE NOTED. (A Cr', 4'--1i V1 2" 2'-10" 8'-62" I 6'-O" �'-II" G. ALL CONCENTRATED LOADS SHALL BE • PI � / / / / / TRANSFERRED TO FOUNDATION VIA BEAMS, 62" 8'°0" 11-11-2' -1'°I1 " POSTS AND/OR SOLID BLOCKING. D. ALL EXTERIOR DIMENSIONS ARE TO SHEATHING (2) UNLESS OTHERWISE NOTED. a"' E. (2) 2x6 HEADERS MIN AT ALL BEARING WALL 4x6 POST—\6 OPENINGS UNLESS OTHERWISE NOTED. 0 ��� I F. POSTS AT HEADERS IN 2x6 WALLS SHALL BE P'° (2)2x6 MIN. POSTS AT HEADERS IN 2x4 MALLS �--+ SHALL BE (2)2x4 MIN. �., OFT. G. ALL TRUSSES TO BEAR ON EXTERIOR WALLS , fa-1 t SON I - = AND/OR GIRDER TRUSSES UNLESS OTHERWISE ••' O O O O NOTED. '+', r H. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, ® N '1 0 I c0 S'xS' HANGERS $, SET SPACING FOR ALL TRUSSES. GONG. c0 © GONG• I. WINDOW SUPPLIER TO VERIFY AT LEAST ONE l 'i PAD Q• PAD WINDOW IN ALL BEDROOMS TO HAVE A CLEAR = EGRESS OPENING OF 5.7 SQ. FT. WITH MIN. ' - ♦ — ' ♦ \ ♦ ♦ ♦ DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; SILL HEIGHT NOT GREATER THAN 44" ABOVE 0 FLOOR, PER 2008 OREGON RESIDENTIAL . SPECIALTY CODE. I > o J. PROVIDE FIRESTOPPING EVERY 8'-I I/8" fa* VERTICALLY IN WALLS > 8'-I I/8". K. ALL HANDRAILS TO BE MIN 54" - MAX 58" ABV TREAD AND TERMINATE IN A NEWEL POST OR SAFETY TERMINALS, WITH DIA OF I 1/4" TO 2" DIA. W CD to L. ALL GUARDRAILS TO BE MIN 86" ABV TREAD i in I �t INCLUDING RAILS AT OPEN SIDES OF STAIRS. 'in 2 G M. ALL GUARDRAIL BALLUSTERS TO BE SPACED < SUCH THAT A 4" SPHERE CANNOT PASS TANt° 1•4 Alcki4ke BETWEEN BALLUSTERS. RAI 8'-I I/8" N. ALL HANDRAILS( D LS 1 GUARDRAILS TO MEET 2008 0 15' 3S'-O" OREGON RESIDENTIAL SPECIALTY CODE. 0 4?4 0. MIN CLEAR HEAD HEIGHT BHT AT STAIRS SHALL BE `� 41-4. I'-82" 511-112" 4'°52" 1'-82" q'=I1" fi' / �, / / / / 6'-8" MEASURED VERTICALLY FROM SLOPED r . PLANE ADJOINING TREAD NOSING, OR FROM CJ) FLOOR SURFACE OF LANDING. Z --,,N _O♦ w w ♦ I s. —♦ P. ALL ELECTRICAL AND MECHANICAL EQUIPMENT ARE SUBJECT TO RELOCATION DUE TO FIELD E� CONDITIONS; CONTRACTOR TO VERIFY. /, f--, O STORAGE - O O UNDER c9 'n STAIRS cn W O PROVIDE GYPSUM = KEY: O a I \ BOARD UNDER STAIR 9 DENOTES WALLS WITH TOP PLATE GREATER THAN = W m = - - AS REQUIRED BY r 01-1 I/8 ABOVE FLOOR - STUDS TO BE CONTINUOUS O THE 2008 OREGON m 0 FROM FLOOR DEGK TO PLATE Ems--{ N I RESIDENTIAL GORE N , 7 1- ►� cn ) 1' —iC4 - —icy -I I -- - DENOTES DROPPED GE I L I NG OR SOFFIT PRODUCTION MANAGER Gary Culp RELEASE DATE: 12/2310 Li) Q REV# DATE /DESCRIPTION n LPL! ILI UNIT B&C REVISIONS CO m N N 04/01/2011- o a n 0 I , Q 0 % 4 r IL 1 m 2868 cn I_H R. @ 6' \ 1 (1 A Mal 0 0 I ♦, S I MPSON I- LA f____S'=1�� 52" -icv -Too STRONG o 0( // I T WALLS X 0 cn I- N r-- -� ♦ ♦ ♦ I N 80-10 OC-�D � _- ♦ _ —� cn m cn cn N (y— — — c., _ _ `� PROJECT TYPE ♦ ♦ ,d-- J \ ♦ \ \ —To' , ] - - (0-C) , - - ♦ MF cn o El cn �2 a_ COMMUNITY NAME Q fi N Summer Creek Mr Townhomes 10" 8'68" I'=4" o LAWSON COMMUNITY ID / / / / 2'-42" 2'°S" 4'°I12" 5'=S" Q 2" 5'=62" 10'°S" / / // / GARAGE HANDING cn / / 2" 4'=�2" �✓2" 10'642" � 16i=0" // Varies / / 2" I 151-11" 12" o 1 16 -0 z SPECIFICATION LEVEL 5-L 0 0 0 4. z FLAN NAME w J a U 0 NPC PLAN NUMBER 0 z LAWSON PLAN ID - 0000 LEGACY PLAN NUMBER /NAME I ® I I ® N T L Q A 0000 LNIT I 0 ,..i \11=sATIONkt../ el A I AN J a I IBS 1 I I .0' P /A SHEET I B 1 4.1 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30, 11 / Ranslow. Kevin / UNIT B - 1ST FLOOR - FRONT LOAD - II / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\UNITS\UNIT PLAN SHEETS - UNIT B.DWG FLOOR FLAN N0TES A. ALL INTERIOR PARTITIONS ARE ( t f ) 3 1/2" o ,1 Gc.. 16'-0" ROUGH UNLESS NOTED OTHERWISE. ALL N N EXTERIOR WALLS ARE ( t t ) 5 1/2" ROUGH. ® a1.' N 2" 1 15'-I I" I 2" • y B. ALL ANGLED PARTITIONS ARE 45 DEGREES • v•-•1 0 'r UNLESS OTHERWISE NOTED. (P G. ALL CONCENTRATED LOADS SHALL BE • r--.1 v1 q'°82" 6'°22" � 16'-0" CL POSTS AND OR SOLID BLOCK NG.IA BEAMS, > .'-, I I ! D. ALL EXTERIOR DIMENSIONS ARE TO SHEATHING NEN P1 2 15°I I 2 UNLESS OTHERWISE NOTED. �' J 5'-5" 10=6� E. (2) 2x6 HEADERS MIN AT ALL BEARING WALL r , . . / / OPENINGS UNLESS OTHERWISE NOTED. O — F. POSTS AT HEADERS IN 2x6 WALLS SHALL BE p4 0 O --- �— 4'°52" 6'°22" / / / (2)2x6 MIN. POSTS AT HEADERS IN 2x4 WALLS �-+ SHALL BE (2)2x4 MIN. S. ALL TRUSSES TO BEAR ON EXTERIOR WALLS al '14 fl�GK 0 r O I - AND/OR GIRDER TRUSSES UNLESS OTHERWISE •. U-1 0 , ell p NOTED. '�„� '� IY (� 3'-1116„ i H. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, ® CA 0 I- O / Q HANGERS SET SPACING FOR ALL TRUSSES. / T P� � I O � I. WINDOW SUPPLIER TO VERIFY AT LEAST ONE 0 0_ O Q WINDOW IN ALL BEDROOMS TO HAVE A CLEAR I `0 1 ESRESS OPEN I NS OF 5.-7 SO. FT. WITH MIN. --M• \ ( b N, \ \ --1 N • • !=I HI I( \ \ DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; I I low r, SILL HEISHT NOT GREATER THAN 44" ABOVE I rim �� FLOOR, PER 2008 OREGON RESIDENTIAL 5' TUB/ O �' I 9 .', SHOWER SPECIALTY CODE. I d- �� �` J. PROVIDE FIRESTOPPINO EVERY 8'-I I/8" rj4•1 /1)9 ST VERTICALLY IN WALLS > 8'-I I/8" I '� 2 m [ I-: K. ALL HANDRAILS TO BE MIN 54" - MAX 58" ABV • O = = TREAD AND TERMINATE IN A NEWEL POST OR T P ry � � ®® 2 -; SAFETY TERMINALS, WITH DIA OF 11/4" TO 2" ��. �-�tT Q® 1 n �81-1 I/8 — DIA. W ,� a-a x101-5" 41-1 I/8 I - u-7H.S.XG 100 SF L. ALL GUARDRAILS TO BE MIN S6" ABV TREAD 15'-0" x15'47" 233 SF I 1- c INGLUDINS RAILS AT OPEN SIDES OF STAIRS. _1 ° - - - - 2468 - -�� MATGH,LINE 'A' .9 .R. rw M. ALL GUARDRAIL BALLUSTERS TO BE SPACED -\ SUCH THAT A 4" SPHERE CANNOT PASS C.) N BETWEEN BALLUSTERS. `� rZ 4068 B1PASS —T \ N. ALL HANDRAILS SUARDRAILS TO MEET 2008 O _ OREGON RESIDENTIAL SPECIALTY CODE. N 0 N Q LG1=T J 1.() 0. MIN CLEAR HEAD HEISHT AT STAIRS SHALL BE �, S$R 1, 6'-8", MEASURED VERTICALLY FROM SLOPED '-J w '- + r PLANE ADJO I N I NO TREAD NOS I NO, OR FROM Q)( 4 FLOOR SURFACE OF LAND INS.NO. 4�-52� S1-6'I 8'°2" 2868 )rF=i -n WASHER / / y �. HOOKUPS - -I = G. H.S. I of rj �� P. ALL ELECTRICAL AND MECHANICAL EQUIPMENT '—' 1 B°S.O I lip _ -1N ARE SUBJECT TO RELOCATION DUE TO FIELD 1�� - O}'T. STACKED `Q CONDITIONS; CONTRACTOR TO VERIFY. - - -icv 4,_I J ;-q I -ci2 -4� -- - r-==� / y o ,1 1 k / W,�SHFR/DRYER i •I i - `y 0 i LAUN M.`e -F� /� 1 11721 OPEN BLOW 1 D/W I L_ - _ : N _ KEY: < O \ o.Q L O \ p X42 LOW - ' DENOTES WALLS WITH TOP PLATE GREATER THAN o kr d� W ii SINK = _ -�° a WALL —�� 12" V�NTE1� = 8'-1 I/8" ABOVE FLOOR - STUDS TO BE CONTINUOUS O t� 4) V !1 42" LOW ®�® 1 I O O co x _ Q/ u z -i SHELF ® FROM FLOOR DECK TO PLATE �' 0 W._, ° ii WALL /E3)-3.0 1 4Y f- a 111 Iv . x60 = F--� ° Il it I TGI°t1�1 9 _ ° (20ss z J -� OWR d _ - W Iii ; 1 . O 11 J • Cr) I�l II 1 z znt Q - 1--7 O O T - O Q -_ 4"i` -iN 24 DENOTES DROPPED GE IL 11\6 OR SOFFIT \/ m m G H/B°3.0 PRODUCTION MANAGER Gary Culp -ICI /\ '' o &/B-5.0 0 ��B RELEASE DATE: 12/23/10 T.R. a] REV # DATE /DESCRIPTION Uri W 1 t( 1; _ UNIT B&C REVISIONS �• E �„ ry0 U 2 x 6 Y�IA L!-. 04/01/2011 in 11 t I 1 -INN , - a — I N O J A _1 ` - Lu D_ 1, ;- b Q I-- V BIROOM L 2468 A lial 0 G,4B H I- (� I� H i\ =_J T 0 fr•Nl 1 S SUITE 1 O A et. -'‹ CQ 10=4" x10'-0"cr-I l I W.I.G. 137 SF v=, A 0 11 N D�� 101 51= 1 x Ple%V IR, LL i A eT.B. 5 4 R .,_ I- . I. ♦ ♦ i n O I O c" N\ I I,_,.. ---11._____E---- f \ \ \ N` I III _ \ \ N = N PROJECT TYPE \ \ ---J.J = _ _ \ \ I - MF o O o _ _I 2 ° � _1 s 1 ° ca E:d 10 COMMUNITY NAME S2 ® B B2 J w Summer Creek -.-- 0 0 -.-- ° Q -- m Q m Q Townhomes 5-6 565 / / / o LAWSON COMMUNITY ID 3'-0" 5'-0" 2'-11 " 3'-10" '=I2' 0000 / .1' / / / / / w ce 4'-112" 10'-112' " " / / / / /4'-112 I O'-112 GARAGE HANDING / 1 Varies 2" 15'-I 1 2" 2" I 15'=1 I" ( 2" o ir dr z SPECIFICATION LEVEL 1 16'-0" 1 16'm0" o P ... t i , z 0 PLAN NAME 4. w J Q o N NPC PLAN NUMBER • o z LAWSON PLAN ID - 0000 LEGACY PLAN NUMBER /NAME 0000 ,..) N 17 S I C ® I Q Q ' 1 U N I T TH I 1- 1 Q Q SHEET B1-2.1 (c) Copyright Puite Home Corporation - 2009 PLOTTED: Mar. 30. 11 / Ranslow. Kevin / UNIT B - 2ND - 3RD FLOOR - Il - FRONT LOAD / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMIMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\UNITS\UNIT PLAN SHEETS - UNIT B.DWG o1 NN GHASE CD N Y 7-F OR VENT r^ ■ WM5G30<136 )1 / • 1-1 W2436L W2436R W2136L W2436R iAi5cila W1236L LIGHT a) � P'1 I ', - � I � C� T I II CI) cr) 0 1 — 1 — MC Q/ - — 1 U \ X11 RRO R I � HOOD� �i / / �, : t I i I I I 1r11- — —,— I I 1/ C'I (14' \ 1— --)1 SPACE II1 ►--i 1 — I , 11 \ I I� I` i 1 O N 0 to 1 — ti - -- — — — primmi Lx-.9 P-1 m o N 824L D8416 RANGE 8248 812E DW 5536 I _ • 0 2'-0" 11_6„ 2'-6" 21_0„ I'-o /2'-0" 11_0° 2'-02 3 -0 / / / / / / / / / / / ro'. A IK I 7 C H E N 5 K I TCHEN IIG I TC O BATH /\ RE 0ESSEL7 PNALL — - Allillik —I/ CD \ \ I I w W 36" D.V. —i /R.O. RA MIN Q 6 p/ W/ FLUSH HEARTH 1 / VARIES / , 1 EXH. VENT R ���i PRODUCTION MANAGER MANTEL SECT ON @ ==FLC, FLAN VIE1A1 Gary Culp AS RELEASE DATE: 12/23/10 S EC IFIE REV fi DATE /DESCRIPTION CD UNIT B&C REVISIONS 0AT OO1vl cn A 04/01/2011 o OFT I ONA a w /� J Q U cn \ A ,n es Z V' w Q I w w s( ill� � I w 1 LIGHT ri H A i 'O VENTED 1 36I.x 42I� MIRROR co DOOR Ln __I n MIRROR � _ M _ \ N O \ r "4\ 1--- o _e = • ____ __-- - � TT PROJECT TYPE 1-- ` ® r r1 i t - r I ® I I e I 1 Cn �� .��� e L___!L—J_r__J L 11 J 1-- r '-if--T_- 1 - - (---- -----� ® J L °- , ® J o I I I _ I' I d = r7_-<_-i e a s 0 OFEN w 1 COMMUNITY NAME _ _ _ � EE L O' Summer Creek N 1. 1 A.. \,..} , Townhomes o LAWSON COMMUNITY ID VSD133363OR VSDB86O36 836 0000 a .. w ce GARAGE HANDING 3-0 , , 5-0 , , 3-O , z 1 Varies I. o 0 A T 2 ® pN 'S A T J-� O �N 'S BATH LAUNR ' o SPECIFICATION LEVEL o z PLAN NAME LA -J Q NPC PLAN NUMBER o Le I T I _ I I ® _ I ® ? LAWSON PLAN ID LEGACY PLAN NUMBER /NAME 0000 SHEET 13-3.0 (c) Copyright Pulte Home Corporation — 2009 PLOTTED: Mar. 30, 11 / Ranslow. Kevin / UNIT B — INTERIOR ELEVATIONS / F:\SB REPLICATED\PULTE PROJECTS\ 3W10201—TCG3—SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\UNITS\UNIT PLAN SHEETS — UNIT B.DWG ILECTFCAL o1 SYV130L <C EY 0 .4114),..4 N 1_161—IT FIXTURES U', BE REGE55ED GAN LIGHT • � -6 d1 LJ RECESSED GAN - EYEBALL • Y -` GE I L I NG SURFACE MOUNT LIGHT r::::) cr.) 0 o _ I (4) WALL SURFACE MOUNT LIGHT ° +� 1 - - - V -k4; LIGHT w/PULL CHAIN SNITCH ® WALL SCONCE `�+ r i FLUORESCENT FIXTURE � ,J I (LENGTH FT/TUBE) CJ) rOPT LOCATE OUTLETS 0 0 cv 0 IN LINE DUPLEX OUTLET 2-+ Pmq �> 1-wp W/ L C�HT - ��i=wP Ls 111° J H5 / 8 ® 8 DT \ I -- -- SPECIAL PURPOSE OUTLET II ( I i iii i (i.e. W.P. - G.F.I ) !t 0 111 111 / , ' O 5W1 TGHED DUPLEX OUTLET a ^ AOPT. .. ° .E.E. I " - OUTLET 1 _ Q20 RANGE/DRYER 22OV OUTLET �, ADD OUTLET AT 1 ( TV AND BATH .2 APPLIANC �) INTERIOR UNITS ONLY _L+�� - `�L- Ppy ft '� DIRECT WIRE CONNECTION , L-J L-1 / I PHONE � ��®®M - - OPT. \OPT. [a OPT. j � I -..- TELEPHONE OUTLET L- �>-1 / j I IN GATV (TELEVISION) OUTLET 1'.,, t El i `•((+)� / I 111 / L'J THERMOSTAT \ \ �/� I `\\.)\ I // 1 / _ �, _fir^,,,,,. UNDER-COUNTER OR r � _ _ C.7 \ I 1 / L Fr O CONGEALED OUTLETS OFT. 111 I� \ GA's �/ I OPT. 50 S [ ' I = SWITCHES O / 5 SINGLE POLE SWITGH 1 1 \ --e- - J - - LJ / �J sal \ /OPT. ` / OPT. 0 t U _+r- 55 THREE-WAY SWITGH —Cs t \ •I / [J==--�n C L.® T i \\ S4 FOUR-WAY SWITGH Ai;A�q . O i 1i II IgP - -- < 1 '`i)_ - I \ 5D X 11 �,' S USER DEFINED SWITGH F--� rfl—O �- ik n-iZi __ [---1 �% - - +;R„ �, �t) �7 -s SPEC, F—/-a I ,N MISG FIXTURES ® 44_ I sn , 1 ( r 0 V \ 1 9 EXHAUST FAN I I °�1 \ 1 1 u ,yam f I \ T EXHAUST FAN/L I GHT U W I \ _ _ I� DN O Ir0 �--i _ it l' �� `% I �� LIGHT Jr r EXHAUST FAN/L I GHT/HEAT I �� w r'--, - I II DN TO '� , I 1 �, I L I HT \ ' i O ® SMOKE DETECTOR so c IL ( 22�I' s ® ELEGTRI G WALL HEATER MANAGER T � � i �� fili �A�� Gary Culp UP TO / _ I ( 1 i en -- - - - _ w P ELEGTRIGAL PANEL RELEASE DATE: 12/23/10 LIHT REWIRE / I — K I TGHEN I I 77 Q [ t -- A v11 fa i - - REVS DATE /DESCRIPTION =0R 1 1=1 EMERGENCY LIGHTING /`J - OPENER / -I �i �i I I ;��,, _ UNIT B&C REVISIONS I SUTTON - I _ - �� I I 1 EXIT 51GN 04/01/2011 4 -O I � O F ex-� o I �-1 I p // I \ �� BASEBOARD ELECTRICAL w A I. _ �L., \ HEATER a I_' 1 61 —I. 1' \ DOORBELL GH I MES N n I ELECTRIC \\ 1i - - (i' I v IN ` I WALL MOUNT - O DISPOSAL z A 1 HEATER w De \ . -..vqmi \ / 11 _Es) O w ixr O �• it \ 1 1 OPT GE IL I NG FAN/L 1 GHT �, A 1 1 LU r� a� O 4N v 1--/ Y g L� ININ� i11 SUITE - c FLOOD LIGHT a% .S O L A ic -1= e -� ELEGTRIGAL PLAN NOTES w u) it I A. ELEGTRIGAL CONTRACTOR TO PROVIDE 0 A 111 ` REQUIRED DIREGT HOOK-UPS/CUTOFFS. M 0 i I = 1 ■ ML iii B. HVAG CONTRACTOR TO VERIFY THERMOSTAT N ---� — LOCATIONS. o PROJECT TYPE L I -LJ G. ALL ELECTRICAL AND MECHANICAL EQUIPMENT,, -F (I.E. FURNACES, A/G UNITS, ELEGTRIGAL PANEL SANITARY SUMP PITS, DRAIN TILE SUMP AND W COMMUNITY NAME WATER HEATERS) ARE SUBJECT TO N Summer Creek RELOCATION DUE TO FIELD COND I T I ONS. D. ALL SMOKE DETECTORS TO BE 110 V w/ D Townhomes BATTERY BACKUP, WIRED IN SERIES, o LAWSON COMMUNITY ID I NTERGONNEGTED TO ALL OTHERS, MAX 101-0" a 0000 ` FROM ALL BEDROOM DOORS. MIN I SMOKE DETECTOR PER FLOOR. MIN I SMOKE DETEGTOgi PER SLEEPING ROOM. v, Varies GARAGE HANDING E. PROVIDE AND INSTALL LOCALLY GERTIFIED a SMOKE DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND z SPECIFICATION LEVEL o MEETING THE REQUIREMENTS OF ALL o GOVERNING CODES. 0 F. PROVIDE AND INSTALL GROUND FAULT G I RGU I TZ P NAME 1 NTERUPTERS (GF I) AS REG BY THE NATIONAL j ELEGTRIGAL CODE AND MEETING THE a REQUIREMENTS OF ALL GOVERNING GODES. 0 NPC PLAN NUMBER 15--7- 1 �- - Z LAWSON PLAN ID I 0000 LEGACY PLAN NUMBER /NAME 0000 1 _ 1 - RICA El Q ' I SHEET B1-4.1 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30, 11 / Ranslow. Kevin / UNIT B - FRONT LOAD - ELECTRICAL II / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\UNITS\UNIT PLAN SHEETS - UNIT B.DWG FLOOR PLAN NOTES CL 16'-o" 16'—O" A. ALL INTERIOR PARTITIONS ARE ( 1" f ) 3 1/2" 0 1 / '� i I 'r i ROUGH UNLESS NOTED OTHERWISE. ALL ^' 2" 15'-11" i_ 2" EXTERIOR WALLS ARE ( '� 1' ) 3 1/2" ROUGH. ® `�`� 1' " I" 6'=p" q'= I" I B UNLESS OTHERWISE 1E PARTITIONS NO ED ARE 45 DEGREES • >� 4-�2 2 =10 8 -62 ( J Cn, t,„N / / / / / / / G. ALL CONCENTRATED LOADS SHALL BE • 1 l -6 62" 8I=p" I'-112" `f -112" TRANSFERRED TO FOUNDATION VIA BEAMS, // / --w' / / POSTS AND/OR SOLID BLOCKING. • PEKII D. ALL EXTERIOR D I MEN51 ONS ARE TO SHEATIN S i UNLESS OTHERWISE NOTED. 710, ,f\ 4x6 POST--\ E. (2) 2x6 HEADERS MIN AT ALL BEARING WA ♦ ♦ �A_- ---- ♦ ♦ -''` — - — — — — - - - - - OPENINGS UNLESS OTHERWISE NOTED. F. POSTS AT HEADERS IN 2x6 WALLS SHALL BE 71);--4 OPT. 52HAL� BE (2) x4 M NT HEADERS I N 2x4 WALLS �+ }-� PAD = _ = G. ALL TRUSSES TO BEAR ON EXTERIOR WALLS "� O o O = 0 AND/OR GIRDER TRUSSES UNLESS OTHERWISE • CO c4 c0 _a cO NOTED. 51x3' H. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, ® o 51x5 MONO. HANGERS SET SPACING FOR ALL TRUSSES. N 0 GONG. I N • PAD WINDOW SUPPLIER TO VERIFY AT LEAST ONE PAD I WINDOW IN ALL BEDROOMS TO HAVE A CLEAR % - --♦ I • \ \ ♦ \ EGRESS OPENING OF 5.1 SQ. FT. WITH MIN. DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; ' 0 SILL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR, PER 2008 OREGON RESIDENTIAL 0 SPECIALTY CODE. J. PROVIDE FIRESTOPPING EVERY 8'-I I/8" /�4' VERTICALLY IN WALLS > 8'-I I/8". K. ALL HANDRAILS TO BE MIN 34" - MAX 38" ABV TREAD AND TERMINATE IN A NEWEL POST OR _iry SAFETY TERMINALS, WITH DIA OF 11/4" TO 2" -KA -K A 9?I r)IA. W al ai t L. ALL GUARDRAILS TO BE MIN 36" ABV TREAD INCLUDING RAILS AT OPEN SIDES OF STAIRS. 7 2 G M. ALL GUARDRAIL BALLUSTERS TO BE SPACED < THAT A 4" SPHERE CANNOT PASS LD TAN j: 1\/1 GA jgZA BETWEEN BALLUSTERS. y 15 2 x '_II 35-O" N. ALL HANDRAILS 4. GUARDRAILS TO MEET 2008 Q O OREGON RESIDENTIAL SPECIALTY CODE. Q 4'.4" I'®6" IO'=2" 4'.-52" 1'66" 446 5F IO'H12"' = / f, }, / I / 0. MIN CLEAR HEAD HEIGHT AT STAIRS SHALL BE w �, 6'-8", MEASURED VERTICALLY FROM SLOPED E� o♦ O♦ PLANE ADJOINING TREAD NOSING, OR FROM C.r) O ' _, ♦ ♦ _, • FLOOR SURFACE OF LANDING. ♦ ♦ 9 P. ALL ELECTRICAL AND MECHANICAL EQUIPMENT w F I� ARE I UNDER O dJ _ CONDITIONS;T CONTRACTOR TO VERIFY.FIELD"sr I o STAIRS - 9 < Z 1 in' PROVIDE GYPSUM BOARD UNDER ST AIR KEY: W m m = AS RQUIRED BY = DENOTES WALLS WITH TOP PLATE GREATER THAN o THE 2008 ORE ON o - C.) O RESIDENTIAL GODS " 8 I I/8 ABOVE FLOOR STUDS TO BE CONTINUOUS TI- d- FROM FLOOR DECK TO PLATE I = [--: -ICI -icv - Cr) T I - L1 � t in - DENOTES DROPPED CEILING OR SOFFIT PRODUCTION MANAGER Gary Culp o —� RELEASE DATE: 12/23/10 CA Ci N _ UJ I REV# DATE /DESCRIPTION tf) — Q UNIT B&C REVISIONS - 1- A- r 04/01/2011 O. 1 w A ,.-<_- a ♦ I d ♦ 0 \ 9 N I ; O S I MPSON (n � n iNi c4 ' STi�ONO ``' / \ 1 0 \L.<t WALLS w I- 1 \`/ " a V A X w=\ ----, \ - 1 \ \ V 1- o '-10" II- CA 011 , so-70_,C3J:2 _, 9 ElLij A Ild 0 ♦ ♦ "♦ = -IN = m I m N N m Tul cl- ♦ ♦ n 1— ♦ \ \ ♦ -In\ - - PROJECT TYPE � Si ° MF o ® m IX o Q a COMMUNITY NAME i w ,0 ac-s" I'-I" N Summer Creek / / / f " 2'-54" 2'-54" 52" 4—112" Townhomes 5'-2" 2', 5'=q2" I0'-2" /, / // .( / 0 LAWSON COMMUNITY ID / / 5'=- " I O -12" i 0000 / / / w 2 15 I I I 2" , GARAGE HANDING Jr 16'-O" Z Varies Jr.t_ Jt._ 16 =p X a Z SPECIFICATION LEVEL 4_ 4.. o 0 0 z N PLAN NAME w a NPC PLAN NUMBER o z LAWSON PLAN ID 0000 F \ I L A 1 RC' N1- I CiAN LEGACY PLAN NUMBER /NAME U NIT C, 5 .T? AN J NIT C I IBS I I I 0 ,Ci I AN% SHEET Ci 4 • (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30, 11 / Ranslow. Kevin / UNIT C – 1ST FLOOR – FRONT LOAD / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201–TCG3–SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\UNITS\UNIT PLAN SHEETS – UNIT C.DWG FLOOR FLAN NOTES 16'°O" A. ALL INTERIOR PARTITIONS ARE ( �` t ) 3 1/2" 00 1 ROUGH UNLESS NOTED OTHERWISE. ALL N N EXTERIOR WALLS ARE ( t t ) 51/2" ROUGH. 0 2.. I 2.. N ') I I l' B. ALL ANGLED PARTITIONS ARE 45 DEGREES • P...4 UNLESS OTHERWISE NOTED. cr) k g'=12" 6I-q2, G. ALL CONCENTRATED LOADS SHALL BE • f°'( '� U1 / / / d 161=0 I, TRANSFERRED TO FOUNDATION VIA BEAMS, NNE so POSTS AND/OR SOLID BLOCKING. 2" I 15'-I I" I 2" D. ALL EXTERIOR DIMENSIONS ARE TO SHEATHING a }� UNLESS OTHERWISE NOTED. q." 10' ," E. (2) 2x6 HEADERS MIN AT ALL BEARING WALL cn 0 OPENINGS UNLESS OTHERWISE NOTED. o 3'6g2" 6'6g I, F. POSTS AT HEADERS IN 2x6 WALLS SHALL BE c14 (2)2x6 MIN. POSTS AT HEADERS IN 2x4 WALLS { ;'-+ 1 SHALL BE (2)2x4 MIN. CIC/ L G. ALL TRUSSES TO BEAR ON EXTERIOR WALLS t7eGK I I _ AND/OR GIRDER TRUSSES UNLESS OTHERWISE 1.4••J z O N O NOTED. � .4 tY• Q 3'=Ili6" H. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, ® 1 1- O Q HANGERS SET SPACING FOR ALL TRUSSES. o . / O I. WINDOW SUPPLIER TO VERIFY AT LEAST ONE 0 O O Q WINDOW IN ALL BEDROOMS TO HAVE A CLEAR � ' I EGRESS OPENING OF 5.-1 SQ. FT. WITH MIN. 1 ('" ♦ ♦ ♦ ♦ n d ♦ ♦ 1 111 i ♦ ♦ DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; SILL HEIGHT NOT GREATER THAN 44" ABOVE ri�_o rr--- r 5' TUB/ : FLOOR, PER 2008 OREGON RESIDENTIAL ,� 9 SPECIALTY CODE. S�IOWEI 0 ` 5.E OOM 2 J. PROVIDE FIRESTOPPING EVERY 8'-I 1/8" �' :MATi-f 2 aj 8'��I I/8° VERTICALLY IN WALLS > 8'-I 1/8". �` � \ cn I. 411-10" x 101-10" ' 104 5F K. ALL HANDRAILS TO BE MIN 54" - MAX 58" ABV d I = TREAD AND TERMINATE IN A NEWEL POST OR '=82" 2'-4" 3'-O" 4'-102" T•F. ' SAFETY TERMINALS, WITH DIA OF I I/4 TO 2 • DIA. W CA m C.D �.-.�� 0 I�.S.XG. L. ALL GUARDRAILS TO BE MIN 36" ABV TREAD • INCLUDING RAILS AT OPEN SIDES OF STAIRS. —I - - - -- —a 24681 MATOHL I NE 'A' MATOHL I NE 'A' -2-T.R. M.M. ALL GUARDRAIL BALLUSTERS TO BE SPACED \ `-> SUCH THAT A 4" SPHERE CANNOT PASS C.D I T BETWEEN BALLUSTERS. X06 N. ALL HANDRAILS GUARDRAILS TO MEET 2008 (1 pill_i I 6. I OREGON RESIDENTIAL SPECIALTY CODE. 0 C LINEN `�0 ,-----m 12" VENTEll O C7 T OOH ' 66. -_ I I SHELF O. MIN CLEAR HEAD HEIGHT AT STAIRS SHALL BE il_ I ( t- III 6 -8 , MEASURED VERTI CALLY FROM SLOPED w II 1- Agt■ .0 I ' 9'-I I/8►" ♦ l O K i 1 PLANE ADJOINING TREAD NOSING OR FROM C 15'-I" x 211'-6° G. b.5 -- I WASiEI� 303 531= �=-=�m N 1 G ii HOOKUFS -In FLOOR SURFACE OF LANDING. ci r , ji I I P. ALL ELECTRICAL GAL AND MECHANICAL I GAL EQUIPMENT \ ' , -I I i O Q i 11 ARE SUBJECT TO RELOCATION DUE TO FIELD _ �� Li x` CONDITIONS; CONTRACTOR TO VERIFY._ 3=FIT AT il �i _ 54R _ O ' SOFFIT I/ O O x6 WALL ` 42 LOW WALL- 24" T.B. T.F < �y � 0 I � � � < �� � m KEY: CO m 1 /1-7- i ♦ a� m t� li ��°' �� DENOTES WALLS WITH TOP PLATE GREATER THAN V O Ili „ 4Y I- '' _ �� O 0 8'-I I/8" ABOVE FLOOR - STUDS TO BE CONTINUOUS a 2 =6 L \ � .; 42" LOW I m m = FROM FLOOR DECK TO PLATE L) �+ I m 1 ° ! z WALL X 0 v i () E--a ♦ -•i!�� ♦ 0 z I l� U� F—� Iti _ _ 0 Q m . ,� 1 -'Cl - ;� z -` 2 _ = -1 l I Q �� _� F'NTR -' _ - `1 1.0 Co V LINEN N i1?• DENOTES DROPPED GE I L I NG OR SOFF I T I � ♦ Z ci '0 IA 1 T.R. PRODUCTION MANAGER ' [ CA i X Gary Culp = 0 0 3=� I�0' �,�411 RELEASE DATE: 12/23/10 o ii m O / / REV DATE /DESCRIPTION !1J - 1 UNIT B&C REVISIONS u �_ 1- - A _ O 4'1-GI" 10" 2'-%," 2'-0�' 5'=8„ 1 = N 04/01/2011 T ♦ o 'w'� I SUIT _, A _T u ' 4 p 54 R I Oi INEK'S _ w ! \C5 0 II D tti z 8'-I I/8" m N I-- 1 v I �G I TG�-1�1V :, L i lei.I.G. I I'-4" x IO'_1" _s _ 122 5F O D/G-3.O = A/G=5.O I z 1 _� - ►I' z l N PYi�- d SINK r 01 �-10/A in 1' ' rail- j e° - 'Sr�1 1 J 2468 1 LiJ ♦ -♦ ♦ ♦ 1 111 I� ♦ ♦ `� A ji O LI, ♦ ♦ . X 0 - Q © cn I co co O w n D, @, aQ tn I o Ix �► : , L . Q 3'-10" l'-112" " PROJECT TYPE / / / ° MF 4'=I2' II'6g2' -G-I 102 z�' 15 =I I I a I o Jr/ COMMUNITY NAME N J Summer Creek 3'-10" 5'=10" -.-- / 4' / 1 161=0„ I 5' Townhomes 5'=7" I'=6" x'68" '=2" 0 LAWSON COMMUNITY ID / / / / W 0000 �'-I" :1-10" a W i / / o GARAGE HANDING 2" jr I5'=1 2" N z 3 Varies Q 1 16 =O z SPECIFICATION LEVEL 0 0 0 z _ ( PLAN NAME w -J Q (,) NPC PLAN NUMBER 0 z LAWSON PLAN ID — 0000 LEGACY PLAN NUMBER /NAME 0000 L.) \,. I T c SI C- ® 1 , 00 PI /\ N NIT c I I I cQ . SHEET C1—2•1 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30, 11 / Ranslow. Kevin / UNIT C - 2ND - 3RD FLOOR - FRONT LOAD / F:'\ SB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK*OUT\UNITS\UNIT PLAN SHEETS - UNIT C.DWG Odd O � N CHASE ® N 7-FOR VENT • P4 _r 111\15G50:;156 I I=,II • P.1 1A13Q18 W2436L NSO36 W1536R / LIGHT 1 . — _ , / _ - -,I I- - r 7- - -- IN -I' r — — :"ill) cn 0 / ( - 1 O .HOOD �(i��®� � t� l'i /- - - - I REF. _ 1 SPACE �' !�� I i 1 �, r ,f,,,� to - - o —� — o i, I -- I I ° 1 vFIT `. L I N � ,, _<_ _ _ _ I � 3.. FILLER _ T P-1 , 1 ' 1 _ - , ,/ ,////,, ;...i._ .,... , , %, ;;.1 1 1 :' 1 1 I 1 IP . \ 512L 5636 DIN 521R 524L RANGE D5418 D5418 530 I Imo S'-0" 21-02 I' ®q" 2 -0" / 2�-0 / 2�_ 7 / , , , ,1'66" I-6�' , , 2�°6" / / / / / •i41' A K I TCHEN K IT C H E N I SLANr, ELEVATI ON OI' BAT RECESSES \ LIGHT gii AEOVE -- - Ailm\lk -/- \ 1 \ i _.) OAS Fiz'L W \ -ICA O W f-1^1/ FLUSH N . . .,....., , F I REFLAE VSD83363OL III u , A. VARIES c\I HEARTH / / :-..-1 PRODUCTION MANAGER MANTEL SECT ON @ .FFLC FLAN V I E1/\ Gary Culp AS / 31�O" , RELEASE DATE: 12/23/10 SFE I1IE REV;p DATE /DESCRIPTION UNIT B&C REVISIONS SEAT OOM BATH 2 - A fla/o�/20» 0 M _ a J OFTIONAL ONAL A w J Q U cn c‹, A 11-1.,„ 0 Z Q w i-- I N w ec LIGHT A /iv 0 G \ w 4 =w 0 X r A 4S"x 42" MIRROR SHOWER DOOR v=i ` M V Z PROJECT TYPE 1 - ` �_ -� o MF H I- ^� �- -I _ p o- w COMMUNITY NAME m (7)Ni Summer Creek \ I L=J i Townhomes �1 I \ \ 0 LAWSON COMMUNITY ID V5D584836 LINEN W 0000 Q J w ct 41-0 GARAGE HANDING , , 3 Varies re 0 ® I I S 5ATH 0 J®I N I S 5A7-4 o Z o SPECIFICATION LEVEL 0 z _ N PLAN NAME w J Q v) NPC PLAN NUMBER JNIT I F- I \/vA-- -- IONS z LAWSON PLAN ID 00000 0 LEGACY PLAN NUMBER /NAME 0000 SHEET C-3.0 (c) Copyright Pulte Home Corporation — 2009 PLOTTED: Mar. 30. 11 / Ranslow. Kevin / UNIT C — INTERIOR ELEVATIONS / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201—TCG3—SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\UNITS\UNIT PLAN SHEETS — UNIT C.DWG ELECTRICAL o1 SYVSOL KEY O N • ,,.I •E N LIGHT I=IXTURES cur) cn -i RECESSED GAN LIGHT LJ RECESSED GAN - EYEBALL • 4.) . -0- GE I L I NG SURFACE MOUNT LIGHT r:L) t 0 cr- _ --‘ _ , F-0 WALL SURFACE MOUNT LIGHT 8 pczi rd -E4PFLIGHT w/PULL CHAIN SNITCH Li OPT. 7 ® WALL SCONCE Ct Q-, AEG I -- ,� t FLUORESCENT FIXTURE + J I (LENGTH FT/TUBE) cn LO ATE ' OUTLETS ® ° 0 IN LINE - -- - - Lo E DUPLEX OUTLET LS ! o �B –^ 0F wp A/ LIGHT 6F-AF - \ SPECIAL PURPOSE OUTLET Tilt 1 - t ) • • 11 a �Ji ill -- - - (i.e. NP. G.F.I.)7® �n SWITCHED DUPLEX OUTLET a ^ +12' • OPT. OPT. / t 1� _ _ - — - — �r� OUTLET - OPT. 20 RANGE/DRYER 220V OUTLET 4'' o A.F.F. L L ADD OUTLET AT L' L J ° B ®®M APPLI�.NG — -- 1 OPT. OIPT. TV AND S POKER ) DIRECT WIRE CONNECTION INTERIOR UNITS ONLY \I PHONE [004 1 -\\\ ,�) /1 a \ �_-, � _ TELEPHONE OUTLET �- 0- 4 BFI �r)-� %,--,- --\ / I A /I J GATV (TELEVISION) OUTLET t / / . II c5.1*. (../ OPT �/ 1 I — THERMOSTAT 2-C,AR \ �Rn,N� / �/ _ _- UNDER-GOUNTER OR TANDEM \ ROOM / �1 O // - CONGEALED OUTLETS \ ; 4,H_, / +L i sD[ ,� T. _ - / - L,_I SWITCHES �s I / /OPT. / OPT. \ / / _____ y\—,. ..e- AcfAE SINGLE POLE SWITCH Alb II 1 J 4� I III ' ' �� rarM ' / _ / ` l I LI \ I? S3 THREE-WAY SNITCH "Ej== y J),e — , , 2 � 54 FOUR-WAY SNITCH + ` I l ) \ �y P / N I N N� III S USER DEFINED SWITCH III SPEC, P�-, 1 gA) Jo \ \\ -- L 1 MISG FIXTURES '. DN TO ii �' �� ç4,i EXHAUST FAN U- I p =O i i LJ� U c.f., I IIM� I �� II ®�lN l� 5 EXHAUST FAN/L I GHT - I EOM I i��, iii �Afl1 �J w.E--;II I LI HT I II i' LJ EXHAUST FAN/LIGHT/HEAT ►� W / 0`, O SMOKE DETECTOR \ SD - ��� C)7 - * , PRODUCTION MANAGER `J '� 4 I , '�- ELECTRIC WALL HEATER Gary Culp - I r- L fi � ELEGTRIGAL PANEL RELEASE DATE: 12/23/10 UP TO -4 • =I I � —e— PANEL L I GIST °REVvll RE / LI -°HT 1 1 1 1 REV # DATE /DESCRIPTION OR / OPENER / �[ �� i 1 1-, �� N/ _ UNIT B&C REVISIONS 1 WI EMERGENCY LIGHTING SUTTON , I N 04/01/2011 r / — p j \ F-EX� EXIT SIGN o I H5 11 6F I I -t 1 N E - BASEBOARD ELECTRICAL w A ELECTRIC 1 �01 �, HEATER I ' / , NALL MOUNT fG I"��+-+ N '�—j i �„ _ c<, A ILI 0 �L I • : ,-0 �� ®hl N � DOORBELL CHIMES lYL� I HEATER P-. - - J� `SUITS-- ® 1 I I PO , ,� -� j Q D15P05AL W SD'\iEj> /.�� � .�, II " I . .Q� OPT CEILING FAN/LIGHT�' �,. � �- u 111 � �4�' � � �'��� '�111 ' m I III I�0 OO W ( H A N 0 -° L - - - - -- -- - - II 1u I FLOOD LIGHT x 9 I� - I � I I A D III ELECTRICAL PLAN NOTES W ' I I A. ELECTRICAL CONTRACTOR TO PROVIDE N A 0 ' I I REQUIRED DIRECT HOOK-UPS/CUTOFFS. d. 1- _ ± L. B. HVAG CONTRACTOR TO VERIFY THERMOSTAT N LOCATIONS. PROJECT TYPE Z MF G. ALL ELECTRICAL AND MECHANICAL EQUIPMENT (I.E. FURNACES, A/C UNITS, ELECTRICAL PANEL SANITARY SUMP PITS, DRAIN TILE SUMP AND w COMMUNITY NAME WATER HEATERS) ARE SUBJECT TO N Summer Creek RELOCATION DUE TO FIELD CONDITIONS. D. ALL SMOKE DETECTORS TO BE 110 V •/ Townhomes BATTERY BACKUP, WIRED IN SERIES, o LAWSON COMMUNITY ID INTERCONNECTED TO ALL OTHERS, MAX IO'-O" w 0000 FROM ALL BEDROOM DOORS. MIN I SMOKE J DETECTOR PER FLOOR. MIN I SMOKE DETEGTC PER SLEEPING ROOM. GARAGE HANDING . i Varies E. PROVIDE AND INSTALL LOCALLY CERTIFIED a SMOKE DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND z SPECIFICATION LEVEL MEETING THE REQUIREMENTS OF ALL ° GOVERNING GODES. 0 F. PROVIDE AND INSTALL GROUND FAULT C I RGU I TZ PLAN NAME INTERUPTERS (GF I) AS REQ BY THE NATIONAL ELECTRICAL CODE AND MEETING THE i i REQUIREMENTS OF ALL GOVERNING CODES. 0 NPC PLAN NUMBER = I S I I ® ® 1 S I C 1 , iO4 ,0 I I H T 1 ® Q z LAWSON PLAN ID — 0000 LEGACY PLAN NUMBER /NAME 0000 E— I : - T I CA I . I ® ® 1 AN\ SHEET C1-4.1 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30, 11 / Ranslow. Kevin / UNIT C --FRONT LOAD - ELECTRICAL / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\UNITS\UNIT PLAN SHEETS - UNIT C.DWG FLOOR PLAN NOTES A. ALL INTERIOR PARTITIONS ARE ( f l' ) 3 1/2" O 1 20'-O" 20'-0" ROUGH UNLESS NOTED OTHERWISE. ALL N N / / r / EXTERIOR WALLS ARE ( '� '� ) 5 1/2 ROUGH. ® +, l V 2" ' 101I-1121 B. ALL ANGLED PARTITIONS ARE 45 DEGREES • �-- / UNLESS OTHERWISE NOTED. (A 'II 4'-12' 2'-10" 12'-t2" I 6'-0" 13'-11 " / / / / / / / G. ALL CONCENTRATED LOADS SHALL BE • r-4 -6 TRANSFERRED TO FOUNDATION VIA BEAMS, N 2'662" 10'-0" S'-112' I O'-O"® POSTS AND/OR SOLID BLOCKING. (::::::). 1....4 / / / / / / D. ALL EXTERIOR DIMENSIONS ARE TO SHEATHING UNLESS OTHERWISE NOTED. cry E. (2) 2x6 HEADERS MIN AT ALL BEARING WALL 0 4xb POST OPENINGS UNLESS OTHERWISE NOTED. O _/- L) i�� �` ® F. POSTS AT HEADERS IN 2x6 MALLS SHALL BE f� it � � (2)2x6 MIN. POSTS AT HEADERS IN 2x4 WALLS �-+ SHALL BE (2)2x4 MIN. ��, OPT. S-1 6. ALL TRUSSES TO BEAR ON EXTERIOR WALLS GAON. O = = AND/OR GIRDER TRUSSES UNLESS OTHERWISE O ' O - O NOTED. d3 CO -I cq H. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, ® O 03 3'x3' HANGERS SET SPACING I NG FOR ALL TRUSSES. x3 63 - GONG. I. WINDOW SUPPLIER TO VERIFY AT LEAST ONE )"1 PADIY PAD WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING OF 5.7 SO. FT. WITH MIN. - \ \ • • \ - ♦ \ \ DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; SILL HEIGHT NOT GREATER THAN 44" ABOVE I^ FLOOR, PER 2008 OREGON RESIDENTIAL II . 0 SPECIALTY CODE. • r > o J. PROVIDE FIRESTOPPING EVERY 51-11/8" /j� VERTICALLY IN WALLS > 81-11/8". K. ALL HANDRAILS TO BE MIN 54" - MAX 58" ABV TREAD AND TERMINATE IN A NEWEL POST OR SAFETY TERMINALS, WITH DIA OF 11/4" TO 2" DIA. L. ALL GUARDRAILS TO BE MIN 56" ABV TREAD INCLUDING RAILS AT OPEN SIDES OF STAIRS. 0 0 t --1:-;0 O -5 _a M. ALL GUARDRAIL BALLUSTERS TO BE SPACED < t- r- _ SI SUCH THAT A 4" SPHERE CANNOT PASS BETWEEN BALLUSTERS. g 2 GAS N. ALL HANDRAILS GUARDRAILS TO MEET 2008 Q TANr,E • C7ARA 'E OREGON RESIDENTIAL SPECIALTY CODE. 0 CD 81-I I/8" 0. MIN CLEAR HEAD HEIGHT AT STAIRS SHALL BE 1---1 • Ia'-I" x 31'-0" 6'-8" MEASURED VERTICALLY FROM SLOPED w Ee 51S SF PLANE ADJOINING TREAD NOSING, OR FROM Cf) 0 FLOOR SURFACE OF LANDING. w 2" 24'=3 4'-12" I I'=6 " P. ALL ELECTRICAL AND MECHANICAL EQUIPMENT O I 9 / / / ARE SUBJECT TO RELOCATION DUE TO FIELD (= C dJ 4'-4" 4'-12" II'=b2" cp CONDITIONS; CONTRACTOR TO VERIFY. i„,- f , O 0 -, \ I -,,,, y <W ' O I - -i KEY: m STORAGE -icy 6x6 POST ® DENOTES MALLS WITH TOP PLATE GREATER THAN Z -S3 �p Oi UNDER O 8'-I I/8” ABOVE FLOOR - STUDS TO BE CONTINUOUS T O STAIRS in O FROM FLOOR DECK TO PLATE CD _ACA — PROVIDE GYPSUM , ' C? — —,——1— \BOARD UNDER STAIR c1 p I-- AS REQUIRED BY . —iCA — - —_ - THE 2008 OREGON 9 - Oo RESIDENTIAL CODE DENOTES DROPPED CEILING OR SOFFIT PRODUCTION MANAGER �\ 2868 `1- Gary Culp I-4DR. @ E)'-e?" RELEASE DATE: 12/23/10 U) O ` REV I DATE /DESCRIPTION -; - lliJ � .ii ii - I UNIT B&C REVISIONS q) V i' ° N A 04/01/2011 ti i� o / I . L A; LOW a WALL J z- m 7/ OE K i 1 cwn / \ cn I O ////' "IejcL A /iv " I. W A J 0 O I o c' N f N co Q, A ♦ \ \ \ I_ \ O Tf°—_' - — \ 9 _ -0 ;1 ci07O 061:7 —icv = w 6 _Ti- tn CV \ \ \ \ \ ♦ _ — ___ � –M♦ �` \ M J N "v PROJECT TYPE z Al A2 ° MF Mir -.-- . °- COMMUNITY NAME ' N N Summer Creek 52' 2'=4" S'=4" 2'-02'52" 5'=4" 6'=0" -5' Townhomes /‘ / / .. / / o LAWSON COMMUNITY ID 82 q I-5 '-42' 2'64' 3'010" / / / / / -, / Q 0000 2„ 8'-72" I I�=4�� 2" , GARAGE HANDING Z Varies 20'=O" 20_0 / / .� / o Jt.. 4. jo SPECIFICATION LEVEL In PLAN NAME w J a 0 NPC PLAN NUMBER 0 z LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME ® ( ® , I 10 \st —i— ® A 9900 J \JT A 5 A " ' SAN ...NIT I S I ' I COR ' I SHEET A3.1.1 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30. 11 / Ranslow. Kevin / UNIT A - 1ST FLOOR - FRONT LOAD - NO WINDOWS / F:\BSB REPIICAIED\PULTE PRO!ECTS\N3W1O201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\UNITS\UNIT PLAN SHEETS - UNIT A.DWG FLOOR FLAN NOTES A. ALL INTERIOR PARTITIONS ARE ( t f ) 5 1/2" O 1 ROUGH UNLESS NOTED OTHERWISE. ALL � 20=� _ N / EXTERIOR WALLS ARE ( 1' t ) 5 1/2" ROUGH. ® 41') N 2" 1 Ic'°I12" B. ALL ANGLED PARTITIONS ARE 45 DEGREES • r...11 � / UNLESS OTHERWISE NOTED. (� "11 L\ If �,=5" 8'=q" 5'=�2" G. ALL CONCENTRATED LOADS SHALL BE • f / / / CL 20'_0" TRANSFERRED TO FOUNDATION VIA BEAMS, / ® ® / POSTS AND/OR SOLID BLOCKING. • •> --, ® ® 1 � 1 D. ALL EXTERIOR DIMENSIONS ARE TO SHEATHING IC) 2 2 Iq 6112 / UNLESS OTHERWISE NOTED. �'=52" 10'=6" E. (2) 2x6 HEADERS MIN AT ALL BEARING WALL (/) 0 CU / / / OPENINGS UNLESS OTHERWISE NOTED. rid 00 '\ - _ Nv 5'=5.. 4'=O2, 41-01 " 5'-c1" F. POSTS AT HEADERS IN 2x6 HALLS SHALL BE I4 / / / / / (2)2x6 MIN. POSTS AT HEADERS IN 2x4 WALLS SHALL BE (2)2x4 MIN. CZ C-)-111) flt-4 al G. ALL TRUSSES TO BEAR ON EXTERIOR WALLS p� i� GK I _ - AND/OR GIRDER TRUSSES UNLESS OTHERWISE •• O = 0 0 O O O NOTED. = O $ O i -e i -� H. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, ® O 0 `� to -63 Q HANGERS i SET SPACING FOR ALL TRUSSES. 0 ~ 0 @) In I. WINDOW SUPPLIER TO VERIFY AT LEAST ONE p �° O CO Q ( Q WINDOW IN ALL BEDROOMS TO HAVE A CLEAR Cfl Q I I EGRESS OPENING OF S.-1 SO. FT. WITH MIN. I\ \ • ........ - \ \ \ .\ \ \ `�, i \ \ DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; +- F r SILL HEIGHT NOT GREATER THAN 44" ABOVE IN T'---1 FLOOR, PER 2005 OREGON RESIDENTIAL o I �- , SPECIALTY GORE. , ['> P i D/W __--- = J. PROVIDE FIRESTOPPING EVERY 8'-I I/8" r SINK® 3e0'ROOM a 0 ?OOM 2 VERTICALLY IN WALLS > 8'-1 1/8". A/A-5.0 s 8'-I I/8" = 8'-I 1/8" '=I I" 5'=6" ® 01'-6" x q'-0" O 0l'-8" x q'-8" c,1 K. ALL HANDRAILS TO BE MIN 54" - MAX 58" ABV TREAD AND TERMINATE IN A NEWEL POST OR / G/A=5.0 I I '4 ' ROOM 85 5i= q3 51= p SAFETY TERMINALS, WITH DIA OF I 1/4" TO 2" Hci m '� ' 0 ' �'i = \ q'-I 1/8" i ■ I II ! DIA. N , O 10'-0" x 17'-2" 5'=52" 5'°82' S " 2' 82" I =41 =O 5°5 L. ALL GUARDRAILS TO BE MIN 56 ABV TREAD (�! - I'71 51= / 1 1 / / / / INCLUDING RAILS AT OPEN SIDES OF STAIRS. J M. ALL GUARDRAIL BALLUSTERS TO BE SPACED :0'1 t" KITGI-IEN _ 4068 BI FASS 666. SUCH THAT A 4" SPHERE CANNOT PASS < .< C/A-5.0 -1� _ 4068 BIPASS BETWEEN BALLUSTERS. 5-6 5°-12 , 8=4 2 =6 y 1 ' , ' C ., / / �t I / - N. ALL HANDRAILS $ GUARDRAILS TO MEET 2008 �,/ '< SOFFIT AT - _ t�� o 0 FANTR m _____- _ -, OREGON RESIDENTIAL SPECIALTY CODE. 4-----'a orI" A.F.F. SaI°2 �C v S O. MIN CLEAR HEAD HEIGHT AT STAIRS SHALL BE 0 �• - - _ Nv ----, _ - T ," r - 6 -8 MEASURED VERTICALLY FROM SLOPED _ �-���_ � � -TN II �Li) �v X d I' °'j2 C c11-521 2$ T.�. �� � `�n� OF ® p 11 L _ PLANE ADJOINING TREAD NOSING, OR FROM , �� �i ry = WASHER i i D -icv / S 68 OATI-I 2 v f = FLOOR SURFACE OF LANDING. �y -in HOOKUP'S 11 O Q , \ ell -icv H F. -�� T T.R 5'60" I'=0i6" 4' 26" m _ 1 m m P. ALL ELECTRICAL AND MECHANICAL EQUIPMENT - / -' 12 VENTED +1 i -:�-' N m /A-5.0 D - 1 m E/A-5 0 m 2 . _ m SHELF 1 I � cv _ \ i_ O m ARE SUBJECT TO RELOCATION DUE TO FIELD N - z 4T. m N CONDITIONS; CONTRACTOR TO VERIFY. O PY�II�R. 2468 I� m — - — — — - r -r -• — — — _ 11 1 Cl Z./H.S.X G N 66� z ;.,� T.P = e w•m ` ii •-TIT •` ° \ , m -- - --- _ _ x ay- KEY: < E--, '7880 S.R.O. 5080 S.R.O. m =8" 2'°52" I.°2' � 5� a _ ®�®, m m -� -,� O w � DENOTES WALLS WITH TOP PLATE GREATER THAN -icv /� 6% �� / / _ / CD R -'Cl 8'-I I/8" ABOVE FLOOR - STUDS TO BE CONTINUOUS P O V q • 52 0 9 % m m < �, -I _∎ d T ' SAT on FROM FLOOR DEGK TO PLATE o 0 m w .4( G� V -- OINNETZ S m , c.r) r-T4 III 42 LOW y� >L w ___ if) W WALL Ni�c \ �` z `� v - — ------------- J/A=3.O + ------------- btu O _ O OO (� I- IL iii WA LOW _ 24" TB. N 1 Q C7 -1T ROOM A `Q O W r X 7C ` DENOTES DROPPED CEILING OR SOFFIT PRODUCTION MANAGER Q 15Q I"I xI I�'-4" -icv Q\7—° m Gary Culp r X 254 5P' O �-icv RELEASE DATE: 12/23�10 4'°52" 1 ' 2'=6" 15�-2 / / / _ / -11- 1 in REV I DATE /DESCRIPTION INN- Ma �t — UNIT B&C REVISIONS B I— Q c0 MATGHL I NE 'A' MATGHL I NE 'A' N UNIT B 2011 \ -IMM LLJ 9 u o IT MEM "I l F_ �L- � Y .I.G. I5'-IO x I V I I cv N ' � T V 1515P' (<1 A 0 O w A I— o 1 2468 W 01 1 i in, TEMP'. v 1 o , 1 Cl — N 'I II III I C W A 0\ \ ` )I \ III It . . . \ i a_ NdJ I N � � X -' 1 A O O r I - _ \ O ® _LL En w 't- pQ I � p 0 OQ ( N li �. ♦ L.� J Q �♦ = 0 Q N O " PROJECT TYPE A ° A2 Al AI A2 o F „ --- ® o 5'=112" I'=4" 6'=O" 6'=0" ° COMMUNITY NAME / ,r / / N Summer Creek I 5'=52" 2'=8" J Townhomes 5 °112 4=0 6 =O 6 -0„ / / / 0 LAWSON COMMUNITY ID -n-112-, 12 =0 `1'=I I2” 12' =0" W 0000 / / / 2" Iq'=112" 2II Iq'=112" w w GARAGE HANDING cn / / z Varies I 20-0 20'=0" Q ix / / SPECIFICATION LEVEL I z 0 0 k 0 z cn PLAN NAME w J Q N NPC PLAN NUMBER 0 z LAWSON PLAN ID — 0000 LEGACY PLAN NUMBER /NAME 0000 ,..iNI ' A SC- 0 'kik%. -= LOCI ' ,' AN U H I 1 ' ,0101 SHEET A3-2.1 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30, 11 / Random. Kevin / UNIT A - 2ND - 3RD FLOOR - NO WINDOWS - FRONT LOAD / F:\BSS REPLICATED\PULTE PROJECTS\N3W102011-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\UNITS\UNIT PLAN SHEETS - UNIT A.DWG o 1 oN CHASE N 7-FOR VENT • r4 n ( , SOFFIT `f) C = WSC301 a 136 I" A.F.F. • 1-1 v1 M W2436L _ W5g36 1A13056 W3036 ^155_6 R W3618 HOLD CABINET OUT 12" , I FROM WALL • 1 2 3" / 1 1/2" 1 1/2" FILLER- - -" - 7 - - - - - - - - ' --- - - - - H - � FILLER FILLER 0 /. I / 1-4(71-4(7°1:7 OI I / O t it / REF. \- -' , I SPACE (t 2 r : ' _n r n �1 � - — I I - I - I - - T-4 V^J _ a C i Ii — ( i Ii 0 N 311 iI - K-- -- _ _ - \ - . - v - - - - - -C ' FILLER - P... ..„ / , / , . ... \ I 1_, , , ./ / I I 1 BIBL 5836 DIN 8D4I8 BSO RANGE BSO 1524L D5418 I 11-611 / 5I-O" / 2'-0211 / I'-6." / , 21-0" , 2'-6" 2'-/11 2'-6° / , 2'-0" / 1'-6" , ,.'.. tN 116 I TCHEN K I TCHEN IBLAND ELEVATION K I fiG N A I1-4" LIGHT • a \ i \ / BALL \ I \ / AllrT\AL`� ®� co IIRROIR v / \ 'R''''::., p WING I CHAS FFLC W TH5r / A II —ici / \ o 56 �.V. - -( ,R.O. FRAMING/ 0 / ,v . F I REPLACE C _I �r- W ' . , ' / v hl/ FLUSH , HEARTH VARIES / \ EXIT. VENT �-- .1 )-Y1 \ \ / FIREFLACE PRODUCTION MANAGER MANTEL SETT ON @ =PLC ALAN VI MlAI Gary Culp AS RELEASE DATE: 12/23/10 REV# DATE /DESCRIPTION 0 POIACER BATH 0 M'Pl CAL S.R.O. ORE AT ROOM -En 0 Q UNIT B&C REVISIONS 1- 0410112011 OPTIONAL w A J Q U ci A Ill O LIGHT ICl/ 0 1 LIGHT \ w _ L X 0 \ Li., ri .„4 4.5"x 42" A o '' Ili- 56"x 42" MIRROR m --I A MI RROR in 0 _ _' Y W n O r 1-„, r— L--rLJ--_-� CV Ti - _ — PROJECT TYPE i � I = — f - MF IP 1 I ., i L--_1 L--J o a COMMUNITY NAME -1.-_____ ____II I�i/ -\ Summer Creek VSD53363OL VS12B84836 -' Townhomes o LAWSON COMMUNITY ID 3'-0" , / 4'-0" , i 0000 c. o GARAGE HANDING 0 ATh #2 CIAINER'5 BATH k Varies ix z SPECIFICATION LEVEL 0 0 0 z N PLAN NAME w a 0 0 NPC PLAN NUMBER k' LJN -T- A =I I • I I I ® _ \ `,� I I ® ? LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME 0000 SHEET A-30 (c) Copyright Pulte Home Corporation — 2009 PLOTTED: Mar. 30. 11 / Ranslow. Kevin / UNIT A — INTERIOR ELEVATIONS / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201—TCG3—SUMMER CREEK TOWNHIOMES (PORTLAND)\BLOCK OUT\UNITS\UNIT PLAN SHEETS — UNIT A.DWG ILECTPCAL ti c=, SYV8OL '< EY N ® .S-1)',_4 N ' rim( LIGHT FIXTURES LN �, � - - , 1� � LJ RECESSED • GAN LIGHT . >- r RECESSED GAN - EYEBALL c4 ' -0- GE I L I NS SURFACE MOUNT LIGHT tr) IWALL SURFACE MOUNT LIGHT 0 _P LIGHT MULL CHAIN SWITCH c:)--4 Pd ® WALL SCONCE C75 °--ici) I , FLUORESCENT FIXTURE ,j ' ' (LENGTH FT/TUBE) OUTLETS 0 ° 0 LOCATE IN LINE IA/G DUPLEX OUTLET )1 _ 6F1=wF W/ LIGHT I >1 CAFI-WP - SPECIAL PURPOSE OUTLET Eac j N •• (i.e. W.P. G.F.I) i a ^ SWITCHED DUPLEX OUTLET 0 Li4 _I'. \ , Ijr1 X111_ - - - r --- i L 2c, RANGE/DRYER 22OV OUTLET �:V -'Cl (� 0 ) r BIRO®• 5 E!, T::)RO®M 2 APPLIaNGEO DIRECT WIRE CONNECTION • POWER `� aJ OFT. OFT. TELEPHONE OUTLET I t t.` tee?` ! 7 — ��I v I GPI �� IN GATV (TELEVISION) OUTLET I =_, I / .�.F \ I -e- \ 0 THERMOSTAT "t 1 9 ; , fGIT N �ININ�1 Q SD _ = __ UNDER-COUNTER OR JF� _� - - CONGEALED OUTLETS -ea I / audil \ 1 _ € _ 5' SWITCHES �l / - ' Po SINGLE POLE SWITCH \ 0 4 —, , _ 6, c" T / � T+-I ss THREE-WAY SWITCH CO 1 NMI 1-C R 1r it ...�, �� J / / 220v )icii / S FOUR-WAY SWITCH TAN� M ' lu r 4 �`��`�� ' ®�r,-E- JH --e- -+ / ® - � ire S USER DEFINED SWITCH ,� • v 1 - � I -- - - - (f �] 1 � SPEC a L MISG FIXTURES 1 i I - - -, D - - - iEXHAUST FAN, — \ L - 9 rC1 EXHAUST FANLIGHT• • / 5fl\ `� 1 O O l^IN Ia R'S/ - - W �� _ I E5AT4 + F...� 1 1 _ --_17°_ 1 5D .} / �J EXHAUST FANLIGHT/HEAT W 7 11 PREWIRE \ I;SAT a ;I _ i 1 FOR I - J,-. -- �,i-� \\� BOOM ���� y DN TO III . -. ss _ ® SMOKE DETECTOR - _, DN TO 1,� �! L,-] OFT. OPENER 1 LIGHT OFT. OFT. ® ELECTRIC WALL HEATER SUTTON OUTLET LIGHT GhIT O PRODUCTION MANAGER TV AND 1 _ -- - Gary Culp ��` � - - - _ _ � � / C �� 1 PHONE \/ 5 - 7 \ I P ELECTRICAL PANEL / � //) 1 \ � RELEASE DATE: 12/23/10 LIGHT N I �� J \v-' //, �I` - \ �I� EMERGENCY LIGHTING REV DATE /DESCRIPTION 1 • \ >_'' I - - _ UNIT B&C REVISIONS �� � S UP TO /`/' �•` - \ I I 04/01/2011 4 i ii O LIGHT (//OFT. \\ FEX-) EXIT SIGN o -- Y v T -- -- ,� ! BASEBOARD ELECTRICAL w A r u / HEATER a O ,/1 V--- EI EGTRIG r / ���� �F1-I III - CloNNER'S II__ DOORBELL CHIMES A ILI/ L,� L--I I An .G. SUIT - ..nn O WLL MOUNT / OFD`.-- -- -- OFT. V I HATER - - 0 DISPOSAL z A F. 1 , / -1T-3 0 imi, W W iy m- I I vi / g ® OPT GE I L I NG FAN/LIGHT �, Lii Ii I _ 1I III III I[ ,____ - N \ I III A III 0 1 P FLOOD LIGHT o_6 - - r / 1 7, j --03V ELECTRICAL PLAN NOTES Lii A. ELECTRICAL CONTRACTOR TO PROVIDE N 0 L_ J REQUIRED DIRECT HOOK-UPS/CUTOFFS. f - - a HVAG CONTRACTOR TO VERIFY THERMOSTAT v LOCATIONS. "' PROJECT TYPE Z 1�F G. ALL ELECTRICAL AND MECHANICAL EQUIPMENT° (I.E. FURNACES, A/G UNITS, ELECTRICAL PANEL SANITARY SUMP PITS, DRAIN TILE SUMP AND ° COMMUNITY NAME WATER HEATERS) ARE SUBJECT TO N Summer Creek RELOCATION DUE TO FIELD CONDITIONS. D. ALL SMOKE DETECTORS TO BE 110 V w/ Townhomes BATTERY BACKUP, WIRED IN SERIES, o LAWSON COMMUNITY ID INTERCONNECTED TO ALL OTHERS, MAX IO'-O" w 0000 FROM ALL BEDROOM DOORS. MIN I SMOKE J DETECTOR PER FLOOR. MIN I SMOKE DETECTOR PER SLEEPING ROOM. �„ GARAGE Varies GARA( HANDING E. PROVIDE AND INSTALL LOCALLY CERTIFIED a SMOKE DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND zz SPECIFICATION LEVEL o MEETING THE REQUIREMENTS OF ALL o GOVERNING CODES. 0 F. PROVIDE AND INSTALL GROUND FAULT CIRCUITZ PLAN NAME INTERUPTERS (CFI) AS REQ BY THE NATIONAL ELECTRICAL CODE AND MEETING THE v) NPC PLAN NUMBER REQUIREMENTS OF ALL GOVERNING GODES. 1 ST .= ,0 ,041 5 C- ON I ,004 Ti—f I 'R ' I ' I (:) ,0 Z LAWSON PLAN ID 0000 1----= ::::e EEE51,;ZI (::::- A . ""= 1 c:,) (::::) f;;Z PI , A1s444 LEGACY PLAN NUMBER 0000/NAME SHEET A3-4.1 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30, 11 / RansIow. Kevin / UNIT A - FRONT LOAD - ELECTRICAL - NO WINDOWS / F:\BSB REPLI_CA_TFD\PULTE_PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\UNETS\UNIT PLAN SHEETS - UNIT A.DWG 1 o o � N ® � N • '- C../1 (2) LAYERS 5/8" L\ 8 8 TYPE "x" EXTERIOR 8 • rig iti 01 I" AIR PAGE (2) LAYERS 5/8" I" AIR PAGE GYPSUM BOARD ON 1" AIR PAGE TYPE "X" EXTERIOR (2) LAYERS 5/8" SPACED 2X4 STUDS (2) LAYERS 5/8" • f--ii _, 0 GYPSUM BOARD ON TYPE "X" GYPSUM 16" O.G. al TYPE "X" GYPSUM w CORROSION SPACED 2X4 STUDS BOARD ON SPACED RESISTANT I I in I CORROSION I BOARD ON SPACED cn 0 METAL I �. �S I 16 O.G. 2X4 STUDS 16 O.G. .. . I RESISTANT METAL ATTENSOUND . . 2X4 STUDS 16" O.G. o FLASH I NG ► AIR SPADE AIR SPACE �— ► I FLASHING � I � o PIPI BLANKT AIR SPACE 1 FIRE SAF I NG 1 FIRE SAF I NG w v P R I STAPLED IN PLACE � c O GH 1 ,.� I I STAPLED N PLACE @ I RE SAF I NG SLAB 1 � 1 10'=O" O.G. E/W TYP 4" RE I NF. GONG. 1 10'=0" O.G. E/W TYP UNIT FLR. I I STAPLED I N PLACE `V P. .�� 1 [ P.T. 2X4 SILL PLATE SLAB .I� • - P.T. 2X4 SILL PLATE �� •�� n a .,. /_5 v - P.T. 2X4 SILL '+--1 ON SILL SEALER W/ p - p A ` ON SILL SEALER W/ _ — I z PLATE ON SILL ., I I/2 A. BOLT 48 A .� ,� .� SEALR / 1/2 A. o O.G. 1 O.G. ,� A U--- < BOLT @ 48 O.G. ® cV o HI: } ►�j i } ► I I I uIQ >� 6 MIL ►� 1 y PORCH SLAB 6 MIL V.B. t A o L I J VAPOR - L I J �� L I I - -.- - - - f� ►� L_ I� _ ,� r� UNDER 2 A r� 4" REINF. SLAB ON III IL I IIIII I BARRIER I ■• I 11111 1 SAND GRADE I" o UNDER 2 ,;. o ' — 'SAND ��;/ o . I L i , I I IIIII I 1 1 � 1 � ►�� 6 MIL V.B. f. GENTERL I NE OF ' I GENTERL I NE OF . , „� „ ��� „ „ d , V 4 4 o PARTY WALL, ALSO ►� 4 4 PARTY WALL, ALSO 4" I 4"/ / / / ! / / PARTY WALL, ALSO a F '' $ I p PROPERTY LINE / I / ; / ;� / 11 P V V f?' IL,.-_ \ V 1 ,k.r7 -44'7 - SEE STRUCTURAL -- ---441k- SEE STRUCTURAL L — SEE STRUCTURAL FOUNDATION PLAN FOUNDATION PLAN > FOUNDATION PLAN FOOTING SIZE AND - FOOTING SIZE AND 1 I I FOOTING SIZE AND CJ) _ REINFORCING RE I NFORC I NG REINFORCING IIIII I mil _ PARTY 1A1ALL FOOTINS' 0 AT PORCH TO PORCH SCALE: -I/2"=1' O" PARTY A LL FOOTINS AT HOUSE TO PORCH SCALE: I I/2"=1'-O" PARTY IAIALL FOOTING 1 AT UN IT TO GARAGE I-1/2"=11-0"SCALE: V H w U PRODUCTION MANAGER Gary Culp RELEASE DATE: 12/23/10 REV I DATE /DESCRIPTION UNIT B&C REVISIONS / \ 04/01/2011 0 J a n w / J Q V 8" \ A to u. vi 1" AIR PAGE ,Z 8" (2) LAYERS 5/8" W ce " AIR SPACE TYPE 'X" GYPSUM w o BOARD ON SPACED �, n 1 (2) LAYERS 5/8 2x4 STUDS 16" O.G. ~ 0 TYPE ��X�� GYPSUM •� w it 4 BOARD ON SPADED � A S I/2" SOUND I " x Q- o 2X4 STUDS 16 O.G. 5 I/2 SOUND ATTEN. • ' •� F I RE SAF I NG ► I`— AIR SPACE STAPLED IN ATTENUATION 1 0 BLANKET 1 ' FIRE SAF 1 NG PLACE © 10'-0 1 BLANKET GARAGE � W- STAPLED IN PLACE @ O.G. E/W TYP P.T. 2X4 PLATES ON = A 1 �w SILL SEAL W/1/2" A. `� FLR. .� IO'=0" O.G. E/W TYP ■�' u � BOLTS @ 48" O.G. EA. X �� �'� P.T. 2X4 SILL PLATE PL ATE "' PRO CT TYPE R�21 BATT 1 I ON SILL SEALER W/ ' ' / I o - I/2 A. BOLT @ 48 ( ► - �, F INSULATION I •� 1 I < O.G. 14 I ►�� P > ,�� I I I ,41.11k w COMMUNITY NAME , 17P 1 \ A 'd � N 2X6 P.T. SILL \ CORROSION RESISTANT — -- —x— — 1 > — -� —_- #--- . 11 ', ►� 4" REINF. CONC. ( Summer Creek PLATE ON SILL ■ METAL FLASHING 1 4 REINF. SLAB ON • �;SEAL ,- GRADE • ( 1 I . . SLAB 5. Townhomes — L �A 6 MIL VAPOR 0 LAWSON COMMUNITY ID 6 MIL VAPOR - - - - ►'BARRIER UNDER 2" \\. f (2) #4 GONT. TOP OF ► I I E BARRIER UNDER 2" 0000 SAND WALL V 6 M I L. VAPOR „ t7 I SA D Lu p a BARRIER ��� I ∎ I :: .i SEE STRUCTURAL FOR A ��;♦ GARAGE HANDING ■ I I REINFORCED FOOTING, , , I Pdb44 11 1 �� GENTERL I NE OF � 4% 4 TIE� OWNS, SPECIAL ( a I/2" A. BOLT ►�! 11 NAILING 4 OTHER NOTES / / // PARTY WALL, ALSO , 4 e� o 48" O.G. Ir J FIN. GRADE a" ►;;/ 8"[ ►4 04 Z SPECIFICATION LEVEL PROPERTY LINE o R-I5 RIGID I SUL._ri MONO-POUR OF FND. S I S z �4. ALLOWED OPTION I ♦ I PLAN NAME {1 w / ►�� ov CLOSED STORM DRAIN I I� a V •I NPC PLAN NUMBER ° - ° F TER FABRIC OVER C — — _ SEE STRUCTURAL — — — z o 61•° ERFORATED FOUNDATION PLAN ? LAWSON PLAN ID / \9 ° •GL �o Dc .� RAINAGE TILE IN i FOOTING SIZE AND OOOO 06 •%/ RANULATED _ RE I NFORC 1 NG SEE STRUCTURAL LEGACY PLAN NUMBER /NAME o FOUNDATION PLAN CO O O CO ,.,,; o �.�BAGKFILL I FOR FOOTING SIZE NALL ASSEMBLY PARTY NALL FOOTING OD PAR P 1TY ALL FOOTINS AND REINFORCING SHEET es 4 PARALLEL TO PROPERTY LINE SCALE: 1"=I'-O" AT GARAGE TO GARAGE SCALE: 1-1/2"=I'-O AT UNIT TO UNIT SCALE: I I/2°_I O" AD.1 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30. 11 / Ranslow. Kevin / AD.1 / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\DETAILS\DETAILS.DWG ° 1 N N O N N . > • ,e,-4 tz: cu w it ; __O" 4 1-0 r® 4 MIN MIN �„ -r- 1'-0" ® 0 .._�___�_:;_�� >_ ,�� AIR SPACE ° N / / I FIRE RET. PLYW'D SHT'C� W/I N 4'=O" OF (2) LAYERS F/a r„� - TYPE "X" GYPSUM I I PARTY WALL E3OARD ON SPACED ' ! / ROOFING ON #30 E3.P. 1. ' .• 2X4 STUDS 16 O. . STEP FLASHING I ON PLYWOOD ► I ►• ii ^ 2X6 1 I SHEATHING ►• I1 • 4X6 1 • 2 12" FIRE SAFING j 2X FURRING @ 24" 1� DECK SCREWS ■ STAPLED IN gill O.G. 1 (2) !-AVERS 5/8 (2) 2 1/2 � PLACE DECK SCREWS NON°FEARING OAE3LE I!ij1� TYPE X 2x4 @ 45° END TRUSS (I) RIM 410 :IARg EXTERIOR GYPSUM JOISTS NO SHEATH I NO ON 2X4 (2) ROW IL STUI�s 16" O.G. (2) 2 1/2" 1 (2) LAYERS S/a" E3LK'G ;1 STAPLE IN CONTINUOUS �� �� � PLACE I DECK DECK SCREWS TYPE X GYPSUM @ FERF. COND. .:1. FIRE BOARD 1 w BLOCK I NG I MATERIAL // — ±1• 2x4 PER E3U I LDER ∎is BLOCKING Q AIR SP CE . } I TREATED 2x8 ► DEGK JOIST i 1 � 3 1/x" SOUND ( w RIPE'E BRACKET TRUSS AT PARTY MALL % I ► 3 I/2" O b ►SCALE: 1-1/2"=I'-0" 2-HOUR WALL SCALE: I-1/2"=I'-0" I M `�IS ► 1 i _.■ I I \ (2) RIM JOISTS � (I) ROW ELK'S C� W @ PARALLEL COND. I FRAMING PER — q 1 FULL_ LENGTH 2x4 E3LOCKINS i �, 12" / ENGINEER U FIRE RET. PLYW D . NAILER �l-OCK 1 O -O O.G. MAX / -® -� / SHT'G W/I N 4 =0 OF 1 '■ @ PARALLEL COND. I MIN MIN z PARTY WALL 1 ROOFING ON 'El 1 I, � I CEMENT F I E3E SO E3.P. ► I R LAP SIDING ON■ _-= ON PLYWOOD . I AIR-F I LT. PRODUCTION MANAGER rill SHEATHING 1 I 1 PARR I ER Gary Cufp 1 I 1 RELEASE DATE: 12/23/10 FIRE SAFING — 2X FURRING @ 24 1 .• 3 1/2" SOUND AIR SPACE STAPLED I N 'r ' O.G. . I 5LANKET I I I REV I DATE /DESCRIPTION PLATE �. 1. I A I SPACE UNIT B&C REVISIONS NON-BEAR INO GABLE I y 04/01/2011 END TRUSS o i au J (2) LAYERS S/8" 11.. . STEPPED PARTY I4ALL PARTY WALL PECK DECK TYPE X GYPSUM Q N ..nn E30ARD 2-HOUR WALL SCALE: 1-1/2"=1'-0" I 2-HOUR WALL SCALE: I-I 2"=1'-O" \ V/ / 1-- • 1 S A - IIL_ I ,y biz CC (2) LAYERS S/8" I" AIR SPACE a 0 TYPE "X" GYPSUM I" A I R PAGE A I (2) LAYERS S/S I E3OARD S TYPE X� GYP ,- (- . SUM Oh (2) LAYERS S/8" _ I E3OARD ON I I TYPE "X" EXTERIOR n A O Agg AIR PACE SPACED 2X4 I GYPSUM SHEATHING 7( u._ TRUSS AT PARTY LAIALL STUD O.G. CORROSION I ON 2X4 STUDS, 0 = 6 RESISTANT ( I O.C. A • 2-HOUR WALL SCALE: I-1/2"=I'-O" 1111 1 1 cn• .�� Os 1 3 1/2 SOUND METAL I W I ,. .- 1 ATT. 5LANKET FLASHING I - I AIR SPACE N ►� � ■ I I M 3/4" T G lXii_: P.T. 2X4 SILL PLATE N Mil (2) ■ LAYERS S/8 ► I .' ON SILL SEALER W PROJECT TYPE �- TYPE "X" GYPSUM ►� .►1 PLYWOOD I I n o S LL SE L „/ o BOARD SHEATHING I I •, I IY I/2 A. EOLT @ 48 MF S/8" TYPE ".X.. �� -6 R=21 BATT INSUL. I 1 O.C. o GYP. ED. I 6,■1111 �� 0 I } a iR=2 I E3ATT I NSUL_. w qi I R=4� E3ATT y I N COMMUNITY NAME INSULATION I = >< 1 , 1 , 1 11 i I Summer Creek • LL R-41 GATT - RUSSES 5i Townhomes !� INSULATION I FIRE SAF I NG FIRE SAF I NG 4. _ xiiI •, PER PLAN o LAWSON COMMUNITY ID ui i STAPLED I N PLACE � � E I N *� ' ' ' ' I II II - GRADE 0000 NAILER �LOGK ., (I) RIM JO I a (2) ROW �LK'1 FULL LENGTH I • @PARALLEL I CENTER}I NE OF GARAGE HANDING•; PARTY WALL ALSO �' 41)1 ' 1 GOND. - Z Vanes ii 4t'2X RIM JOIST F 1 RE SAIF I NG : ��'" , 4�� 4" PROPERTY LINE 3 fx VI 1 PLACE lig" ,/ ,M. b Z SPECIFICATION LEVEL I g /I _ —�� (I) RIM JO I STS ►. ) ►� S/8" TYPE ""X." (2) LAYERS S/8 (2) ROW ELK'S ` GYP'. �D. ■■- 1 CEMENT FIFER LAP NM " "' "' `�∎: (2) LAYERS S/8 @ PERP. COND. I I o Z TYPE X GYPSUM — 1 1 (2) LAYERS S/�" J PLAN NAME SIDING ON AIR-F I LT. � BOARD ON SPACED �'\� TYPE X GYPSUM . ' . `p Q :J' '' �► 1 TYPE X GYPSUM 0 S/� TYPE X BARRIER ON �, 2X4 STUDS 16 O.C. . BOARD I . 0 NPC PLAN NUMBER 11 1 I 1 E3oARD GYP. E3D. SPECIFIED . . 1 I 1 I o SHEATH I NS �� � I ►� 1� �� AIR SPACE ? LAWSON PLAN ID S/S" TYPE ""X"--- - I — 3 SOUND E3ATT . . 3 SOUND GATT ► I SEE STRUCTURAL I I I R=21 E3ATT INSUL. r 1 ( � AIR SPACE - FOUNDATION PLAN 0000 GYP. E3D. AIR SPACE : , •y /-/ 1 RE I FIORG INS AND LEGACY PO NUMBER /NAME 0 00 I" AIR SPAG E I" AIR SPACE \ PARTY !"1ALL FOOTING PECK SHEET V4ALL TRUSS AT PARTY FALL � PARTY MALL @ 2NP PERIMETER !'4ALL @ 2ND FLOOR STEPPEP TRUSS@PART'( 10 _ "- '- - - "- '- ( 2-HOUR WALL SCALE: -I/2"=1'-O" ( 2-HOUR WALL SCALE: I-I/2"=1'-O" AD.2SCALE: 1-1/2 -I -O 2-HOUR WALL SCALE: 11/2 -I O 2 HOUR WALL SCALE: 11/2 -I 0 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30. 11 / Ranslok Kevin / AD.2 / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OIUT\DETAILS\DETAILS.DWG :-\=-RA O 'S °o 1 ® -2 (\I ` V 4'=0" MIN. 4'=O" MIN. , c\ USE FIRE • RETARDENT M� PLYWOOD APPLIGABLE "GENERAL EXPLANATORY NOTES" SHEATHING W/IN 4' GYPSUM ASSOCIATION FIRE RESISTANGE DESIGN • I OF PARTY WALL MANUAL, 15TH EDITION CO NOTE # 1 I I. NAIL DIMENSIONS INCLUDED IN SYSTEM ROOFING ON #50 DESCRIPTIONS THROUGHOUT THIS MANUAL SHALL rti O 'N !/' E.F. ON P1-YWOOD NAILS, SUITIABLESFOR THE�I�TENDED USE 514. AND HAVING rd x;11 II SHEATHING DIMENSIONS NOT LESS THAN THOSE SPECIFIED IN THE N DESCRIPTIONS IN THIS MANUAL SHALL BE PERMITTED R., BASE LAYER 5/8" TYPE X GYPSUM FIRE SAF I NCB STAPLED AS SUBSTITUTIONS. m WALLBOARD OR GYPSUM VENEER BASE I IN PLACE 10'°O" HORIZ T®� II, APPLIED AT RIGHT ANGLES TO EACH AND VERT. 2. FASTENERS INSTALLED ALONG THE EDGES OF SIDE OF DOUBLE ROW OF 2 X WOOD I GYPSUM BOARD SHALL BE PLACED ALONG THE '11.4 LOCATION: 2 HOUR PARTY WALL ► STUDS 16" O.G. ON SEPARATE PLATES I" i PAPER BOUND EDGES ON THE LONG DIMENSION OF THE C!� � APART WITH 6d COATED NAILS I-'1/8" BOARD. FASTENERS AT THE END SHALL BE PLACED ® N O ASSEMBLY: WP 3820 ►% LONE, 0.085" SHANK, 1/4" HEADS, 24" I ALONG MILL OR FIELD GUT ENDS ON THE SHORT GYPSUM ASSOCIATION j �ri O.G. FACE LAYER 5/8" TYPE X GYPSUM I 4°I (2) LAYERS 5/8" TYPE DIMENSION. FASTENERS ON THE PERIMETER OF THE DESIGN ► WALLBOARD OR GYPSUM VENEER BASE BOARD SHALL BE PLACED ALONG BOTH EDGES AND "X" GYPSUM BOARD ENDS. MANUAL I1TH EDITION ►j APPLIED AT RIGHT ANGLES TO EACH ►• SIDE OF WITH 8d COATED NAILS 2-3/8" I EACH SIDE OF DBL 3. SCREWS MEETING ASTM G 1002 OR ASTM G q54 �►� LONG, 0.100" SHANK, I/4" HEADS, 8" O.C. ROOF TRUSS PROVIDE PREMFR. SCHEDULED (STUD SPACING AND SIZE SCREENED VENTER SHALL BE PERMITTED TO BE SUBSTITUTED FOR PER STRUCTURAL 2X STUDS ►� SHEATHING PRESCRIBED NAILS, ONE FOR ONE, WHEN THE HEAD DRAWINGS) • JOINTS STAGGERED 16" EACH LAYER I BLOCKING DIAMETER, LENGTH AND SPACING EQUAL OR EXCEED 3 /2 SOUND W•-Z: m THE REQUIREMENTS FOR THE NAILS USED IN N THE �� AND SIDE. SOUND TESTED WITH 3 I/2 I COMPOSITION ► ATTENUATION BATTS ► GLASS FIBER INSULATION STAPLED TO R-41 BATT INSULATION ROOFING ON S0 TESTED SYSTEM. .-4'' FIRE RATING: 2 HOUR 1�� STUDS I N STUD SPACES ON ONE SIDE S.F. I" AIR-SPACE ►, AND WIITH NAILS FOR BASE LAYER 4. VERTICALLY APPLIED GYPSUM BOARD SHALL HAVE SPAGE:D 6" O.G. HORIZONTAL BRACING \ 2X TRUSS TAIL HORIZONTALLY APPL EDO YPSUMINBOARD 5 ALL HAVE ■S.T.G. RATING: 55 TO 5q (SIMILAR TO WP ►� I � REQUIRED AT MID-HEIGHT. (LOAD ` `� �� THE EDGES AT RIGHT ANGLES TO THE FRAMING 3810) 2 LAYERS 5/8 GYPSUM BD. ► PREFIN. FLASH G. TO MEMBERS. INTERMEDIATE VERTIGAL FRAMING ►� BEAR I t�aG) �.� 2 LAYERS 5/8" GYPSUM BD. Ii ::kLS�, r GUTTER MEMBERS ARE THOSE BETWEEN THE VERTIGAL EDGES � OR ENDS OF THE BOARD. 3 1/2" FIBERGLASS SOUND ATTENUATION 4 BATTS PLACED BETWEEN STUDS. m;;rte GYPSUM BOARD 1 5. UNLESS OTHERWISE SPECIFIED, THE FAGS LAYERS me OF ALL SYSTEMS, EXCEPT THOSE WITH W� 0 HOLD INSUL. DOWN PREDEGORATED OR METAL COVERED SURFACES, EXTERIOR SIDE: ONE LAYER 48" WIDE ►� ►� FIRE SAFING STAPLED W/ BAFFLE TO • SHALL HAVE THE JOINTS TAPED (MINIMUM LEVEL I AS m 5/8" T`(PE X EXTERIOR GYPSUM IN PLACE 10'-0" HORIZ VENT AT EAVE . PREF IN. S.M. SPECIFIED IN GA-214, RECOMMENDED SPEGIFIGATION 112V LEVELS OF GYPSUM BOARD FINISH) AND FASTENER SHEATHING APPLIED PARALLEL TO 2 x 4 AND VERT. GUTTER HEADS TREATED. BASE LAYERS IN MULTI-LAYER WOOD STUDS 24" O.G. WITH I-3/4" � 3 I/2" SOUND LOCATION: I HOUR FIRE WALL ■ GALVANIZED ROOFING NAILS 4" O.G. AT �/� . SYSTEMS SHALL NOT BE REQUIRED TO HAVE JOINTS ► ► ► ATTENUATION BLANKET TAPED. ,-7 ►� VERTICAL JOINTS AND `1" O.G. AT IIII"ASSEMBLY: WP 8105 ►� INTERMEDIATE STUDS AND TOP AND Jjp� 2X4 STUDS f "O.G• . WHEN A FIRE RESISTANGE RATED PARTITION YSUM ASSOCIATION EXTERIOR SHEATHING �� BOTTOIM PLATES. JOINTS OF GYPSUM ►� EXTENDS ABOVE THE GEILIN , THE GYPSUM BOARSHEATHING MAY BE LEFT UNTREATED. ►� (2) LAYERS /a� TPE R-21 BATT INSUL. JOINTS OCCURRING ABOVE THE GILING NED NOT BESIN "X" GYPSUM BOARD ON MANUAL 11TH EDITION EXTERIOR CLAING TD BE ATTAHED TAPED WHEN ALL OF THE FOLLOWING CONITIONS ARE ►1 THROUGH SHEATHING TO STUDS. � SPACED 2X4 STUDS 16(STUD SPACING AND SIZE i� (I) RIM .FOISTS OG •2X STUDS INTER1OR SIDE: ONE LAYER 5/8 T VN BLOCKIN R-21 BATT PER STRUCTURAL F (` . a) THE GEILING 15 PART OF A F I RE-RESISTANCE GYPSUM WALLBOARD, WATER-RESISTANT ► I AIR SPACE GYPSUM BOARD RATED FLOOR-GE OR ROOF-GEILING SYSTEM. DRAWINGS.) 3 I/2" SOUND GYPSUM BACKING BOARD, OR GYPSUM b) ALL VERTIGAL JOINTS OGGUR OVER FRAMING FIRE SAF NG STAPLE ATTENUATION BATTS VENEER BASE APPLIED PARALLEL OR 1� MEMBERS. AT RIGHT ANGLES TO STUDS WITH 6d - IN PLACE 10 O HORIZ FIRE RATING: I HOUR 1, �� M- AND VERT. HORIZONTAL JOINTS ARE EITHER STAGERED COATED NAILS, I--1/S" LONG, 0.01 15" O.G. ON OPPO ITE SIDES OF THE PARTITION OR NAILER BLOCK FULL E—i SHANK, I/4" HEADS 1" O.G. ., LENGTH ARE COVERED WITH STRIPS OF GYPSUM BOARD NOT: LESS THAN 6 INCHES WIDE, OR THE PARTITION IS NA OT LAYER 5/8" GYPSUM S . (LOAD-BEARING) il '` RIM JOIST TWO-PLY SYSTEM WITH JOINTS STAGGERED 16 OR 24 U ► _ F TYP. FULL LENGTH I O.G.; AND I LAYER 5/8" GYPSUM BD. II�� ! `� NAILER BLOCK © 1 d) THE PARTITION IS NOT PART OF A SMOKE OR �+ ����� �� SOUND CONTROL SYSTEM. 5 1/2" FIBERGLASS SOUND ATTENUATION �� :'� GEILING WHEN "-, = BATTS PLACED BETWEEN STUDS. .WA I:M. PARALLEL SCHEDULED SIDING WHERE JOINT TREATMENT IS DISCONTINUED AT OR �' ON AIR INFILTRATION JUST ABOVE THE GEILING LINE, THE VERTIGAL JOINT W �� GYPSUM BOARD PRODUCTION MANAGER/1 � GYPSUM BOARD BARRIER ON SPED. SHALL BE GROSS TAPED AT THIS LOCATION TO ► ►� ' SHEATHING REDUCE THE POSSI B I L 1 TY OF JOINT CRAGK I NG. Gary Culp ■ ►� GYPSUM BOARD ! 1. METALLIC OUTLET BOXES SHALL BE PERMITTED TO RELEASE DATE: 12/23/10 ■ ►► (2) RIM JOISTS R-21 BATT INSUL. BE INSTALLED IN WOOD AND STEEL STUD WALLS OR REV I DATE /DESCRIPTION ►� ►� (I) ROW BLOCKING PARTITIONS HAVING GYPSUM BOARD FAG INGS AND � � CLASSIFIED AS TWO-HOUR OR LESS. THE SURFACE _ UNIT B&C REVISIONS vi � � AREA OF INDIVIDUAL BOXES SHALL NOT EXCEED 16 cn A 04/01/2011 _ _ • SQUARE INCHES. THE AGGREGATE SURFACE AREA OF p W �— • THE BOXES SHALL NOT EXCEED 100 SQUARE INCHES IN _, 1. E.1 S 1/2 SOUND ANY I OO SQUARE FE T a ATTENUATION BLANKET m E BOXES LOCATED ON J / \OPPOSITE SIDES OF WALLS, OR PARTITIONS, SHALL BE ���_SEPARATED BY A MINIMUM HORIZONTAL D I STANGE OF r� r(I) RIM JOISTS (2) RIM JOISTS 24 INCHES. APPROVED NONMETALLIC OUTLET BOXES 0 O(2) ROW BLOCKING (I) ROW BLOCKING SHALL BE PERMITTED As ALLOWED BY LOCAL CODE.8. WATER-RESISTANT GYPSUM BAGK I NO BOARD SHALL N BE INSTALLED OVER OR AS PART OF THE w '��` ' F I RE-RESI STANGE RATED SYSTEM IN SHOWER AND TUB w 1! i:;: i ►M FIRE SAF 1 NG STAPLED NAILER BLOCK FULL AREAS TO RECEIVE CERAMIC OR PLASTIC FINISHED /� iii IN PLACE 101-0 HORIZ WALL PANELS. WHEN FIRE OR SOUND RATINGS ARE co I AND PERT. LENGTH NECESSARY, THE GYPSUM BOARD REQUIRED FOR THE w �} RATING SHALL EXTEND DOWN TO THE FLOOR BEHIND z Y TYP. FULL LENGTH RIM JOIST FIXTURES SO THAT THE CONSTRUCTION WILL EQUAL ii A it! o, I lj I THAT OF THE TESTED SYSTEM. r 1�►� NAILER BLOCK ® � " GEILING WHEN q. WHEN NOT SPECIFIED AS A COMPONENT OF A FIRE 7 milm PARALLEL reliall TESTED WALL OR PARTITION SYSTEM, MINERAL OR cn ► •. ► ' GYPSUM BOARD GYPSUM BOARD - GLASS FIBER INSULATION OF A THICKNESS NOT Lu EXCEEDING THAT OF THE STUD DEPTH SHALL BE w A itI PERMITTED TO BE ADDED WITHIN THE STUD CAVITY. IN N ��11..._ 2X4 STUDS 16 O.G. GYPSUM BOARD FLOOR-GEILING OR ROOF-CE ILING SYSTEMS, THE to NI- ADDITION OR DELETION OF MINERAL OR GLASS FIBER c i ►� ►� INSULATION IN GEILING JOIST SPADES COULD `~ PROJECT TYPE ►� ►� POSSIBLY REDUCE THE FIRE RESISTANGE RATING. zo ►� R-21 BATT • MF cn vi ► ►►� INSULATION 10. ALTHOUGH THE SYSTEMS IN THIS MANUAL ARE o ® W W �� (2) LAYERS 5/8" TYPE ARRANGED IN GENERAL GROUPINGS (i.e. WALLS AND �- COMMUNITY NAME INTERIOR PARTITIONS, FLOOR-GE ILINGS, w ►� ►� "X" GYPSUM BOARD ON N Summer Creek 2X6 P.T. SILL . CORROSION RESISTANT ROOF-CE ILINGS ETC.) THIS IS NOT INTENDED TO LIMIT N ► SPACED 2X4 STUDS 16" THEIR USE ONLY TO THE SPECIFIC CATEGORY IN WHICH FIRE SAFING �� O.G. PLATE ON SILL I METAL FLASHING THEY ARE LISTED. FOR EXAMPLE, SYSTEMS LISTED Townhomes STAPLED 1 N PLACE SEAL AS SHAFT WALLS SHALL BE PERMITTED TO BE USED 10'°O" HORIZ AND '��!� P.T. 2X4 PLATES ON ( MIL VAPOR . 1i AS INTERIOR PARTITIONS. HOWEVER, SYSTEMS TESTED LAWSON COMMUNITY ID VERT. Ems. 41%. SILL SEAL W/ 1/2" CP A. .�. �r VERTICALLY (WALL 8 PARTITIONS) SHALL NOT BE H 0000 ►III BOLTS @ 4S" 0.C. EA. BARRIER UNDER 2" PERMITTED TO BE ARBITRARILY USED IN A < PLATE SAND d SEE STRUCTURAL HORIZONTAL ORIENTATION. LU A! d .vf ► v ��o FOR REINFORCED GARAGE HANDING ��j I I ii I TIE- OWNS, II. METAL STUDS AND RUNNERS IN TH15 MANUAL ARE VarleS REINF. CONC. SLAB F®OTING, NOMINAL 25 GAUE UNLESS OTHERISE SPECIFIED.L SPECIAL NAILING 4 I ----"6----6 MI L VAPOR BARRIER I I OTHER NOTES ►�� I-117 UNDER 2 SAND 1/2" A BOLT 48" ►�. I 12. GREATER STUD SIZES (DEPTHS) SHALL BE ° ►:b I I ►�� ►�• L z SPECIFICATION LEVEL ►�j► ►� ►� FIN. GRADE PERMITTED TO BE USED IN METAL - OR WORD-STUD p - ►�� ►�� O'C' ►�� SYSTEMS IN THIS MANUAL. METAL STUDS OF HEAVIER o v GAGE THAN THOSE TESTED SHALL BE PERMITTED -' R-I5 RIGID . �j; R°15 RIGID I SUL. ►� THE ASSIGNED RATING OF ANY LOAD SEARING ►�� MONO-POUR OF FND. z SYSTEM SHALL ALSO APPLY TO THE SAME SYSTEM PLAN NAME INSUL. 4 WHEN USED AS A NON LOAD BEARING SYSTEM. N ►�j ►�j Raj ALLOWED OPTION w �% CLOSED STORM INDICATED STUD SPACINGS ARE MAXIMUMS. ►V:� o ■ / ►�� °� p DRA I.N to NPC PLAN NUMBER ... v ��� / / ��� 13. WITHIN DESIGN LIMITATIONS, THE DISTANCE V p • °(e° �•o F TER FABRIC BETWEEN PARALLEL ROWS OF STUDS, SUCH AS IN A Z LAWSON PLAN ID .:�� CHASE WALL, SHALL BE PERMITTED TO BE INCREASED — OOOO ° • O VER BEYOND THAT TESTED = SEE STRUCTURAL FDN •ci_=v �1 .° ERFORATED ° v PLAN FOR FOOTING °x.'41 DRAINAGE TILE IN 14. ADDITIONAL LAYERS OF TYPE 'X' OR REGULAR LEGACY PLAN NUMBER /NAME •••.. • I{GRANULATED GYPSUM BOARD SHALL BE PERMITTED TO BE ADDED SIZE AND REINFORCING I • B GKF I LL O TO ANY SYSTEM. 0000 0 NALL A ASSEME3LY SHEET SCALE: 1"=1'- " O ( AD.3 c) Copyright Pulte Home Corporation - 2009 • I 1 i• 111 I tit +, .. .I Iii : : ; 1 ' 1 '01 k i I I - - Uu i : ► 111i'ii "1: 110 : 1 , i 1 G I ; 1, c . , N 0 .41 N • ,—.1 cin (f), N • e--4 7-3 (g,) > ,_,_, • ,-4 ,., C:1) ls-, c, 0 ' o rd 5/4" PLYWOOD Ct 2,4 to I, SEE PLAN , TYPICAL AT TREADS r"..1(10" STD) (BULL NOSED) -N 1 \ ® a 0 0 2x FLOOR JOISTS z ill 4 Lu 1-----N— 1/2" PLYWOOD TYPICAL AT RISERS il 2" STAINED WD NAND= ■∎� (S)2x 12 STRINGERS ,V TYP I GAL ATTACH RAIL, SEAL SIDE STRINGERS TO II In^ STAMP STL. WALL W/ (4) I6)d TO MIN WALL BR'KT. EA. STUD ATTACH •r MAX. 4' O.G. `` MIDDLE STRINGER TO I (I) /8"X 2" '�'l � 2 X12 LEDGER W/ (4) - 4 > Q z HEX. HEAD çi I6)d FROM BEHIND - 0 LAG BOLT AND (I) SIMP. ASS L OcOctXO 2X SOLID CLIP EA. SIDE TO m m 4 I- BL'KG. EA. SECTION BRACKET ELEVATION 5/0" TYPE "X" LOGATION GYP. BD. CJ) i II H 4 STAIR RAIL 110 STRINGER TO LANDING ...1 SCALE: 1-U2"=1'-O" E: 1-I 2"=1'-O" SCALE: / E--4 2x6 545 TOP RAIL, SLOPE TO DRAIN U EASE ALL EDGES - \ W U s/8" TYPE "X" GYP. .:- E3D, 4X4 RESAWN INTERMEDIATE POST Ix SKIRT BOARD WITH STRUCTURAL POST BASE -Z 5/4" PLYWOOD . PER STRUCTURAL DRAWINGS . . PRODUC 1 pN MANAGER Gary: - MDl° HALL GAP W/ I/8" RELEASE DATE: 12/23/10 �� RAD I USED EDGES _ 2x 12 STRINGERS, TYfi. REV I DATE /DESCRIPTION UNIT BBC REVISIONS 0 04/01/2011 0 J 1/2" GYPSUM B w OARD / ON 2X STUDS 2x CONTINUOUS SHIM N c., A ILI 0 - 5/S" TYPE X�� A 1 GYP. BD. Lu CONNECTION OF POST TO DECK a `1/16" OSB SHEAR X PER STRUCTURAL DRAWINGS � SHEATH 1 w 1- A 0 _ c,DECK UARDRA I L 0 HALF-MALL GAP 0 STRINGER TO HALL T a_ Si 5 2 7 A SCALE: 1-1/2"=I-O SCALE: I-1/2 =1 -O SCALE: I-1/2 H-O 0 w w A0 ,/< M x N " PROJECT TYPE END OF 1/2 HALL Z VIF 0 a COMMUNITY NAME N N Summer Creek Townhomes (5)2x I2 STRINGERS LAWSON COMMUNITY ID TYPICAL a 0000 CONTINUE TWO (2) 1" SEE PLAN w END STUDS INTO Al (10" STD) / GARAGE HANDING FLOOR SYSTEM (cf" MIN) L Varies Q ■ I - 1/2 PLYWOOD AT Z SPECIFICATION LEVEL 0 RISERS 5/4 PLYWOOD o TYPICAL AT TREADS Z (BULL NOSED) cn PLAN NAME I FLOOR SHEATHING co n NPC PLAN NUMBER ` � • -� 2x4 SILL O ipl-- 11 �- • , ? LAwSON PLAN ID ill 1\J � 0000 NAIL TO 2X BLK'G LEGACY PLAN NUMBER /NAME ,BETWEEN „JO I STS 0000 (ç.\\\ HALE WALL SUPPORT 0, STRINGER TO SLAB SHEET SG A LE -I/2"=1'_O SCALE: 1_1/2 =1 O AD.5 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30. 11 / Ranslow. Kevin / AD.5 / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\DETAILS\DETAILS.DWG E: HOLES, CRACKS NOTE:ALL HOLES, CRACKS BUTYL TAPE AND DEPRESSIONS TO BE N NOTE:ALL HOLES, CRACKS AND DEPRESSIONS TO BE FILLED WITH MORTAR FOR A `� I I` AND DEPRESSIONS TO BE FILLED WITH MORTAR FOR A FILLED WITH MORTAR FOR A / HPFI CONTINUOUS EPDM OR FOAMED z SMOOTH CLEAN SURFACE. CONTINUOUS EPDM OR FOAMED ~ o SM OTH CLE S FA . SMOOTH CLEAN SURFACE POLYETHYLENE SILL SEALER F- POLYETHYLENE SILL SEALER 0 AN UR CE BUTYL TAPE W HENRY'S#789 FIBRATED I HENRY'S#789 FIBRATED HENRY'S#789 FIBRATED VAPOR BARRIER z a ASPHALT EMULSION CAN BE ASPHALT EMULSION CAN BE VAPOR BARRIER ASPHALT EMULSION CAN BE o 0 APPLIED WITH A ROLLER, APPLIED WITH A ROLLER, / ° u APPLIED WITH A ROLLER, OLL � LINEWORK REVISION TO N � _ BRUSH OR SPRAY APPLIED - BRUSH OR SPRAY APPLIED BRUSH OR SPRAY APPLIED '►-.� P�l SEE C1/WP-3.01 COORDINATE WITH Cl WP 3.01 c O SEE C1NVP 3.01 CONTINUOUS EPDM OR FOAMED / — V D, 1 I ' POLYETHYLENE SILL SEALER . ).11'il:Iiir AV" `" °0 o Y ENE ILL ALER FLOOR SLAB ASSEMBLY o• ° 2 PER STRUCT -41i� OPTIONAL TO EKTEND i INSULATION 2 HORIZONTALLY /' / % o PNO VEGETATION OR EARTH 1 �. � 24. GA PRE FINISHED METAL FLASHING a Q o � w � BUTYL TAPE UNDER FLOOR SLAB I /swat 1 Z �,�- / ABOVE FINISH GRADE LINE 110 �n�;.' 0 2x BELLY BAND w 2-3 GAU100 SQFT HENRYS#789 SUB GRADE C INSULATION PER ARCH �" o W VAPOR BARRIER J o h� FIBRATED ASPHALT EMULSION PER GEOTECH k .,' J XNx w _• ! NO VEGETATION OR EARTH• FINISH GRADE, SLOPE AWAY -: �. •. - �, WHERE FG IS ABOVE FLOOR LINE /4IV 0 1 11 FINISH GRADE LINE FROM 5/o MIN FOR 10-0 , k � i , �� ABOVE - �:.;.::�.:,:..... ................... � �, • :. .. .:.............---- ,,....... :.-...f ....... .♦ ; FINISH GRADE,SLOPE AWAY '.:.�:...:....r..:..::.:'.-:..:..:..rx:�c t<:::.i::i:=:::'ti:::.i::i:::i::xi::i:?:::i�s:::. .. :` ..` `� '.\ -t -. � �►, yl 23 1 F HENRYS _ ♦ . GAU OO SQFT 9 78 ♦ . . FRO - m M5 ,:.. oMINF 1 >, �. OR 0 0 k ♦• FIBRATED ASPHALT EMULSION ♦� E : A r-- jp.-' WHERE FG IS ABOVE FLOOR',LINE • i ♦� w , �� . f\\ \ \\ \ \ 4 ►♦,. . k 2-3 GAL/100 SQFT HENRYS#789 ': LINEWORK REVISION TO /� :,� \ \ b ♦� , FIBRATED ASPHALT EMULSION -J ANCHORS PER STRUCTURAL :,k / / / / �� >> COORDINATE WITH Cl WP 3.01 , L ♦4 ' \\\ \�\�\\\�� ', , WHERE FG IS ABOVE FLOOR LINE ■ANCHORS PER !♦4 \\ \\ \\ \\ \\ \\ t Co CLOSED STORM DRAIN BY CIVIL STRUCTURAL �� / /� /` ,. >`, ■/ , ,k ANCHORS PER STRUCTURAL FOOTING DESIGN AND I� ��\������\\�\�\\ — SUPPORT BY OTHERS = �4 \\ �\ �\ �\ �\ �\ �\ �\ "SOCKED" /♦ I ♦� ` CLOSED STORM DRAIN BY I o O FILTER FABRIC OR SOCKED �j _�__� \\� � �� �� �� ���`. ,7 ,: ►♦� ,; t N B CIVIL• ggF PERF©RATED DRAINAGE TILE IN r \ \ \ \ „IN TWO POURS A l��•O GRANULATED BAGKFILL BY CIVIL \ \ SUPPORT BY OTHERS ►♦' FILTER FABRIC OR SOCKED WATERSTOP MUST BE USED ` . • v . ' . �. \� �\�\� � \ ►♦� s. .„ ' ; PERFORATED DRAINAGE TILE IN f FOOTING DESIGN AND rt \\ 4 , 4; ♦. GRANULATED BACKFILL BY CIVIL • :” • t SUPPORT BY OTHERS \ �. k .♦. , ..L. s l JI�O — , ` X\ X\ \\ \\ X\ X\ X•_...,,- : ,, ' ti 3, 't O O • NOTE: IF FOUNDATION IS IMF 1 1 1 1 H *0 - POURED IN TWO POURS A �. • . OO 0 — WATERSTOP MUST BE USED ■ • k 4 k oi`��� •• NOTE: IF FOUNDATION IS 1 - - 0• • ( -;i \ PERIMETER FOUNDATION AT UN HEATED SPACE A2 FOUNDATION ENTRY POURED IN TWO POURS A @ WATERSTOP MUST BE USED WP-1.00 SCALE: 1-1/2"=1'-0" ARCH REF: WP-1.00 SCALE: 1-1/2"=l'-0" ARCH REF: Al PERIMETER FOUNDATION WP-1.00 SCALE: 1-1/2"=1'-0" ARCH REF: NO. DATE ISSUE 1 07.27.10 FOR BID 2 08.13.10 FOR PERMIT A 09.23.10 REVISION (/ ;...S%\\ DETAIL B3 DETAIL B2 DETAIL B1 DETAIL WP-1.00 SCALE: 1-1/2"=l'-0" ARCH REF: WP-1.00 SCALE: 1-1/2"=l'-0" ARCH REF: WP-1.00 SCALE: 1-1/2"=1'-0" ARCH REF: VWP-1.00 SCALE: 1-1/2"=1'-0" ARCH REF: CD W Ci) 0 � W W Q a% 2 OC 00 w0 ® = u- `Y' , � W Z `� r � 2 5 _c cf) -— o W 0) 1--- 2 0 ((b) 2 , Cn cn � 1 c J DRAWN BY: JL, SH, JR CHECKED BY: CRM SCALE: AS NOTED ' original sheet size 24 x 36 ) PROJECT NO: 2010.P33940DCS SHEET NAME: FOUNDATION WP DETAILS SHEET NO: C4 DETAIL C3 DETAIL C2 DETAIL (Cl "\ DETAIL W1. 0 SCALE: 1-1/2 =1 -0" ARCH REF: WP-1.00 SCALE: 1-1/2" 1'-0" ARCH REF: WP-1.00 SCALE: 1-1/2" 1'-0" ARCH REF: - SCALE: 1-1/2" l'-0" ARCH REF: \/\IP 1 .00 1 TERI•' A COMPONENTS AND i"OSB EXTERIOR SHEATHING 16 SPF TRIM; FULLY PRIME ALL END CUTS . INSULATION PER ARCH e"EL DORADO CORRUGATED PLASTIC IN FIELD; BARK SIDE OUT(TRIM SIZE IS �:::::•:::_:• VAPOR RETARDER ( ♦!♦ PER CODE `, j BATTENS AT 16"O.C.ATTACHED W/ SHOWN EXAGGERATED TO INDICATE •••: ��� NAILS PER MANUFACTURER z CORRECT RELATIONSHIPS TO ♦♦t "' REQUIREMENTS o IIC::�::: = :::::::: := �,�%\- . , A REQUIREMENTS AT 12"o.C.AND 1" FRAMING, BATTENS AND SIDING :•= :`••:"' :•:`•:':"' DO NOT ATTACH `��� FROM EACH END OF EACH PIECE MATERIALS) �! - TO SHEATHING � �'�4 • N ............. 12" :�f. ONLY. a �- . .. .'' o o u ♦ ::::: ::: PANEL FASTENING �A _ f„• WEATHER RESISTIVE BARRIER: �- 0 z 5/4 x 4 SPF TRIM, FULLY :: : :: :': :.��::::::.:: .:.::..:.�::::: :: :: ::.: SHALL PENETRATE `* .. , . . - ::-: v - NOTE: ♦ :f� : ....... I. WEATHERMATE PLUS PRIMED ALL END CUTS IN d :1�: •::iK INTO STUDS �c tU. v) O T B T -.-/-=....==.=.==...-=...--.7. —..---:-.. .. ! Ni, RIM AT ENS NOT ........... . ......... .._........................ ... ............. . .. .......♦ d : :' :'=:....... ':: : ::::: �v ......... .......... HOUSEWRAP BY DOW d- w FIELD ♦ •jd STRUCTURAL ` O:ffrAriiiVIPDPrArOMArelOA .. 1 e Q a SHOWN FOR CLARITY ?7 • - ........... :il: u f- e d. N•FRA G �1 MIN �d• :rl:: n r •e ..I 1 Z••F I B LO ING OR T T CK S B C 1 d .. . ......... ....... . PROVIDE OLID LO KING OR TEN �:�� '�: : ::: ::�::::' . w VERT. BAT .. . ..... .. ...................................................."...... ......................BATTEN TYP. •�P• STRAPPING •••••••• •• •• „ J � �:1PR VI C NT 20 Ax L O W O DE 0 G 3 G90 GA V.. W V L SEAMS /WEAT MATE ...... _•� TAPE AL W HER S z STRAP A TENED TO STU / 2. x F DS W W BL N R IOCK G O o CONSTRUCTION TA Y DOW ��� � :�� ; ����� x u B MENT P L :::•::.:::::: .09i RING SHANK NAILS FASTEN a FI ER CE ANE. I 3 WEATHER RESISTIVE ': : ::: ::_� oo w • • •dd: Pi :>; STRAPPING SHALL SIDING TO METAL STRAP W/ET&F u IE �. I BARRIER e •BE INSTALLED ........... .......... ... z S ................... .. ..................... .... .. . . . INSTALL SIDING W/NAIL _e E 0 . BATTENS; HOLD .100 X 1.5 X 25 HD S 4144 4 OC VA„,„„„„„,„„„„„..._ HORZ EN S' WHERERe REQUIRED ........ ... `I' QI......... .................. ................ ................................. .................. .................. ................................ ................. ................................................I SPACE TO WOOD TRIM 3 1 a e XT HEATHIN ` :.�E ERI R G B F DGE O O S CK ROME F A 2 IN. ..... .. .... ........ ........................ BY ID G O co ....... .. ........................ VERT. •BATTEN EACH END � =� FA T NIN ::.::;:':::: ::„ :'::;':::::::::,',C.,.:•:: ,-::::::::::•';:`,;.;-,•:: d I E G•I d l S .. is s' :� PATTERN PRIOR O .. HORIZONTAL BATTEN �"�: `•'�:=�':�:•:�'• HORIZ L AT / 0 0 I IN :.: ................. .. .. ...................... TO SIDING ......... HORIZONTAL PANEL REINFORCE CORNER W/(2) RIZO L PANE ED REINFO CE CO �•� O EDGE( : . ............... ... ... ....................... ............. ... .... ....................... . ......... . ICI//Ii ► \\\\v\�� •d I INSTALLATION INS AL ON . . LOCATE OVER SOLID WEATHER OCATE ER SOL FRAMING. r PIECE OF W HER MIN I 24 P .2• ......... ... ... ............................. 1: .. ... .. .. .................................... .... ..... •y. O BARRIER WHETHER RESISTIVE ARR • JAMES RDIE FIBER:. S H F BE CEMENT PANEL; TE :5;:,• WDICA DIN ,W RE I TIV BARRIER: 0 EATH E S S E R F PAN ASTEN EL 6 O.C.AT GE A•�� - DETAILS OR NOT , o EDGES / I ` :�� WEATHERMATE PLUS HOUSEWRAP 8 OC IN FIELD W/.092 SHANK X 2-1/2 RESISTIVE BARRIER LAP - THER REST E ARR ....... . WEATHER BY DOW . .225 HD RING SHANK NAILS FASTENED UP EMENTA S AS CORNER EACH SIDE S PL L AROUND CORN 12" EAC S ......... O INSTALLATION = = INTO STUDS& PER REQUIREMENTS F4 N wailiror ........ . INSTRUCTIONS ES LEGACY REPORT NER-405&SECTIO FRAMING ONTAINED IN 1405.17.1 IN 2003 INTERNATIONAL FIBER CEMENT PANEL , _ '-e —r NOTE: TECHNICAL ... BUILDING CODE BLOC,ULLETINS SHALL 2” NOTE:TYPICAL TRIM MATERIALS FASTEN PER MANUFACTURERS NOTE:ALTERNATIVE DETAIL NOT REVISED TO INDICATE 5/4 NOMINAL INSTRUCTIONS W/PLASTIC CAP BE APPROVED IN ::.:;:: • SUPPORTED BY INSTALLATION THICKNESS MATERIAL PER PULTE NAILS @ 16"O.C.EACH WAY. WRITING BY THE INSTRUCTIONS HZ-10(APRIL 2009)OR OCAL BUILDING NOTE: NER-405(APRIL 4,2004)MUST BE FFICIAL ORs THE SEE EA -300 FOR WEATHER 3 ARCHITECT PRIOR RESISTIVE BARRIER INSTALLATION APPROVED IN WRITING BY LOCAL TO INSTALLATION BUILDING OFFICIAL • A4 OUTSIDE CORNER PANEL SIDING A3 FIBER CEMENT PANEL @ FASTENING EDGE A2 WEATHER RESISTIVE BARRIER INSTALLATION ~ FIBE' CEM PA L BUI • UP( 0) WP-3.00 „ WP-3.00 SCALE: N.T.S. ARCH REF: WP-3.00 SCALE: 3"=1'-0" ARCH REF: WP-3.00 SCALE: 3"=l'-0" ARCH REF: SCALE: 3 -1 -0 ARCH REF: EXTERIOR SHEATHING EXTERIOR SHEATHING WEATHER RESISTIVE BARRIER • WEATHER RESISTIVE IIIØ iI!A%Iru BARRIERLAP O/METAL VERT. BATTEN illi EXTERIOR SHEATHING THRU-WALL FLASHING II / A WEATHER RESISTIVE BARRIER; VERT. BATTEN BEYOND • 24 GA. PRE-FINISHED G-90 GALV. LAP O/VENT FLANGE / 3 iiii1 1 d ' :::; ? FIBER CEMENT PANEL abl FIBER CEMENT PANEL :I r 1 BATTE NS PROVIDE HORIZONTAL / -'�AW'��—'tr/—/A//—A A SEAL W.R.B. TO METAL FLASHING HORZ. BATTENS PANEL ENDS i / BATTEN PANEL EDGES 1 1 W/NON-SKINNING BUTYL @ _ / 9" • @ • Ill- PER DETAIL A1/WP 3.00 -I / ° t �H /I i' i; FIBER CEMENT PANEL 2 110/ 3 h ' % �A HORZ. BATTENS @ PANEL , / BLOCKING EDGES J �.. ►���� ENDS PER DETAIL A1/WP-3.00 = BLOCKIN AT PANEL S Midi �'�; • HORZ. BATTENS @PANEL ENDS II ill I EXTERIOR SHEATHING P N.- 4::i.:: ER DETAIL A1/WP-3.00 --■. 3••NOTE: a— Al 24 GA. PRE-FINISHED MIETAL BRACKET FLASHING. r I 3 _ 1 / ~j REINFORCE CORNER W/(2) 1,4:_iii SEE DETAIL A2/WP-3.00 FOR '1 e 24 GA FLASHING OVER 24" PIECE OF WEATHER r -� / SECURE WITH A MIN.4 PANCAKE HEAD SCREWS. `% � 'BELLY BAND �""WEATHER RESISTIVE BARRIER , RESISTIVE BARRIER FLANGE SHALL EXTEND PAST FACE OF CLADDING • I� trArrillWeAll �:.L AP DETAILS TO ALLOW ATTACHMENT OF SHROUD AFTER WEATHER RESISTIVE I 5/4 X6 SPF PRE PRIMED BELLY BAND;• CLADDING IS INSTALLED BACK PRIME ALL CUT EDGES INSTALL BARRIER LAP CORNER 12".1[11W-N HOSE BIB i / -- ----J� IL A'. . EACH SIDE D SU/ _ BARK SIDE OUT FASTEN W/(2) 16d GALV /VENT .SE UR 24 ITH PRE-FINISHED NAILS @EACH STUD; SET TO FLUSH NO. ATE IS E 0410■ I I METAL.SECURE WITH CLOSE ENDED I C /CEDAR BLOCK, PRIMED ALL 6 SIDES, &SET IN PO' R T • .C• S i SEAL AND PAINT © 1 07.27.10 FOR BID NON-SKINNING BUTYL SEALANT - _ I IM9" INSTALL SIDING W/NAIL SPACE 1 . . A INSTALL SIDING IN MODERATE p�` ■ 1 PART POLYURETHANE `I % TO WOOD TRIM I / / ,2 08.13.10 FOR PERMIT �� • CONTACT WITH VENT HOUSING SEALANT(TYP) ' INSTALL SIDING W/TAMLYN _ / / J-MOLD IN MODERATE V . V :: 18 x 18 PIECE OF 30 MIL EPDM TARGET , SPF TRIM FULLY PRIME ALL END ,6� 3 09.23.10 REVISION CO T A T IT W•OD TRI r / 4 UICK FLASH P-50 LAP WRB OVER ! FLASHING; CUT HOLE FOR CUT HEM BACK AT I! CUTS IN FIELD,ATTACH WJ 16d,HOT 'Q PENETRATIION&NAIL TO SUBSTRATE JOINT TO ENSURE �; DIPPED GA.V. FINISH NAILS @ 16 O.C. I 1 � /.• .. 10.TOP, LAP BOTTOM FLANGE OVER / FLASH AS DETAILED TIGHT FIT\\ T — 7_i_ WRB BELOW; RE:A3/WP-3.04 I / I WEATHER RESISTIVE • / I �..;. BARRIER UNDERNEATH ` / FIBER CEMENT SIDING ON VERT. : TARGET FLASHING /� IBER CEMENT PANEL I/ /`� NOTE: NOTE: , INSTALL BEFORE BELLY '/ B ATTENS INSTALL W/MODERATE , " HEAD FLASHINGS TO HAVE END DAMS �' BAND CONTACT TO THE WOOD TRIM SEE DETAIL A2NVP-3.00 FOR N WHEN FLASHING LENGTH IS >6" WEATHER RESISTIVE BARRIER THRU WALL FLASHING NOTE: LAP DETAILS HEAD FLASHINGS TO HAVE END DAMS B4 HOSE BIB PENETRATION @ FIBER CEMENT PANEL B3 VENT PENETRATION @ FIBER CEMENT PANEL B2 HORIZONTAL JOINT WHEN FLASHING LENGTH IS>6" B1 INSIDE CORNER @ PANEL SIDING WP-3.00 SCALE: 3"=1'-0" ARCH REF: WP-3.00 SCALE: 3"=l'-0" ARCH REF: WP-3.00 SCALE: 3"=1'-0" ARCH REF: WP-3.00 SCALE: 3"=1'-0" ARCH REF: CD EXTERIOR SHEATHING EXTERIOR SHEATHING WALL AND SOFFIT / i /� WEATHER RESISTIVE BARRIER; LAP 0/ 11141, \ WEATHER RESISTIVE BARRIER; LAP 0/HEAD .: W W Q EXTERIOR SHEATHING HEAD FLASHING&SEAL W/ FLASHING SEAL WITH NON SKINNING BUTYL poi ASSEMBLIES PER ARCH / il: L 4I ■ OA I / • NON-SKINNING BUTYL SEALANT SEALANT .,�.r O .' (-) 0 a)/ WEATHER RESISTIVE BARRIER I VERT. BATTEN VERT. BATTEN I / :t I co co • • 2 A. PRE-FINISHED METAL /I HEAD FLASHING W/END DAMS • W W��v .►�� BATTEN I FIBER CEMENT PANEL 0 `� I FIBER CEMENT PANEL I / • HORZ. BATTENS PANEL cm —•-•—-1 t/ / I °@ i 24 GA. PRE-FINISHED METAL I U -� iz —I I / HORZ. BATTENS @ PANEL ENDS PER ENDS PER DETAIL A1/WP-3.00 HEAD FLASHING W/END DAMS ' / O 1 BATTENS&SOFFIT PANEL I i DETAIL A1/W P 3.0 / FIBER CEMENT PANEL 1 I ;• / • • F / ¢ / HORZ. BATTENS @ PANEL �^ ..,' 24 GA FLASHING vJ / / i ENDS PER DETAIL A1/WP-3.00„,„I•kft I I / J / CEDAR BLOCK, PRIMED ALL 6 SIDES,/ • / &SET IN t 5/4”x 3"TRIM 0/BATTEN INSTALL r I NON-SKINNING BUTYL SEALANT _ :. IN MODERATE CONTACT WITH BATTEN /" : A JUNCTION BOX . 3 SOFFIT PANEL pA /5 �� LIGHT FIXTURE _ .....INSTALL WITH TAMLYN J-MOLD AT TOP I I / /4 SPF PRE PRIMED BELLY BAND BACK / . I. / I PRIME ALL CUT EDGES INSTALL BARK 6 EDGE, IN MODERATE CONTACT WITH I / / . SIDE OUT FASTEN W/(2) 16d GALV — CONDUIT / WOOD TRIM NAILS EACH STUD; SET TO FLUSH / / BATTEN SEAL AND PAINT z X 2 RAIBBET i d i } .• / / ` © INSTALL SIDING IN MODERATE ` /. :, FIBER CEMENT PANEL / / HORIZONTAL BATTEN AS OCCURS ` ' '�• • i CONTACT WITH JUNCTION BOX �► / / AT PANEL SIIDING _ 1� I N • OTE. / �¢ Q C H . 5 , . .: P SEE DETAIL A2/WP-3.00 FOR / I / - / „ . OVER TOP FLANGE,WRB / DRAWN BY: JL, SH, JR . $ WEATHER RESISTIVE BARRIER ii I / LAP DETAILS UNDERNEATH BOTTOM FLANGE • / / I / _ _ 3 INSTALL SIDING IN MODERATE - CHECKED BY: CRM I / , ' — Y I CONTACT WITH WOOD TRIM i lc RE:A3/WP-3.04 WEATHER RESISTIVE BARRIER I I I ' i SCALE: AS NOTED II A 1 I ill 0 4" NOTE: I / III NOTE: original sheet size 24 x 36 1,....1 I / HEAD FLASHINGS TO HAVE END DAMS I /EXTERIOR SHEATHING / / BATTEN . 110° > - SEE DETAIL A2/WP-3.00 FOR • I / / I WHEN FLASHING LENGTH IS 6 I WEATHER RESISTIVE BARRIER 10° IBER NGLE SIf LAP ...• / / � � LAP DETAILS � /_ I / PROJECT NO: z010.P33940DCS i / / P ,_i_ t►R SHINGLE SIDING I / I „ I / •/ : / ,-. NOTE: ( SHEET NAME: --7 /•. 1/ • �„ HEAD FLASHINGS TO HAVE END DAMS I CLADDING WP DETAILS NOTE: • HEAD FLASHINGS TO HAVE END DAMS WHEN FLASHING LENGTH IS >6" \ SHEET NO: C4 SOFFIT @ FIBER CEMENT PANEL TRIM BOARD @ SIIDING TRANSITION WHEN FLASHING LENGTH IS >6" C2 LIGHT PENETRATION @ FIBER CEMENT PANEL C1 JUNCTION BOX PENETRATION @ FIBER CEMENT PANEL WP-3.00 SCALE: 3"=1'-0" ARCH REF: WP-3.00 SCALE: 3"=1'-0" ARCH REF: WP-3.00 SCALE: 3"=1'-0" ARCH REF: WP-3.00 SCALE: 3"=1'-0" ARCH REF: WP 3.00 _ _________ __ _ 1 EXISTING WALL EXTERIOR SHEATHING - _ � � .•� _ _ :";•� . � ØJfr ::: STUDS PER STRUCT. .:'.:.r WEATHER RESISTIVE BARRIER LAPPED r T T T T T: • - — SHEATHING PER INSULATION&VAPOR �� ',-� ,:.',.: STRUCTURAL W/METAL HEAD FLASHING; SEAL W/ 141111 ` RETARDER PER ARCH ', ' ' i' : `+,::• 0 NON SKINNING BUTYL SEALANT EXTERIOR SHEATHING ::• • • 1 a 24 GA.: :::E ::: DO NOT ATTACH _, 2 EI D RADO CORRUGATED PLASTIC SCREEN ' I/ WEATHER RESISTIVE BARRIER; LAP ONLY. r BATTENS 16"O.C. FASTENED AT g o „ SIDING FASTENING �� r : w _ �` AROUND CORNER 12 EACH SIDE � SHALL PENETRATE `:'.f'- -,,. ;- <' : STUD FRAMING W/NAILS PER W �. z • //—/r/—///—///—II/I/ • 5 0 c� ..„ " ` MANUFACTURER REQUIREMENTS AT _ u LAP SIDING W/STARTER STRIP ;:; / . �::. INTO STUDS :.::.•._:.-::.- •.:,-.::::::.::,::::. ?;.::”, .----,--.:: � �� �� � � I / =PP"- 12 O.C.AND 1 FROM EACH END OF N o • STRUCTURAL o - / '` REINFORCE CORNER W/(2)•� f'' EACH PIECE r �r W = ,. ( ) FRAMING, I Q o o/ , ... Q o '^' i 3 �. z�© ` oc 3 `O I I / WEATHER RESISTIVE BARRIER: w LU �' ,o E-KINNING •a SIDES &SNS i /�I ::::::-:• .::,.:.. VERT. BATTENS CORNER W/ / � REINFORCE C 2 ° `-T' � WEATHERMATE PLUS BY DOW w N N u BLOCKING SHALL I }' W �- 24"PIECE OF WEATHER o� n iIIfr. ii HOSE BIB I-:r:; WHERE REQUIRED O _ A4I +-- ._ /1 �_i RI R 1 . I INSTALL SIDING W/NAIL SPACE PINSTALL SIDING IN MODERATE • � �� '� �� �� HZ-1ASEN W!STAINLESS STEEL T I© I I I I a ; ` INSTALL SIDG W/NAIL SPACE I .• / -', ._.-::.":�:,.�-: .-:.::� ::.:.��" ..LAP BOTTOM FLANGE OVER WRB BELOW / I TO WOOD TRIM DETAILS OR NOT 1 REQUIREMENTS OF ES LEGACY RE:A3/WP-3.04 Atli(I ' \ 1 1 1 1 TITIVITIFI! � . I I I '::i ' REPORT NER-405 1 I / \\�_\\■_\fir"_\\\M I SPF WHITE WOOD TRIM; FULLY I I u p - PRIME ALL END CUTS IN FIELD • OL v ' —�'. N , SUPPLEMENTAL .,,r.:'::-.':; WEATHER RESISTIVE I �-�I l - LAP SIDING I I /♦ INSTALLATION ALLTHEAD SCREEN AT AND BASE BARRIER UNDERNEATH ' A4 T INSTRUCTIONS ' I � TARGET FLASHING 5/4 x4 SPF WHITE WOOD TRIM; FULLY VERT. BATTENS © CONTAINED IN == :- • WALL CONDITIONS IL 110..., TECHNICAL :: ,;:> :.,:. 4„ - PRIME ALL END CUTS IN FIELD; BARK BULLETINS MUST *PRIME CUTS OF SIDING © e »...2 I SIDE OUT(TRIM SIZE IS SHOWN 110° EXAGGERATED TO INDICATE NOTE: BE APPROVED IN `.:: __?,;_> _ ' I CORRECT RELATIONSHIPS TO 1. ALL SEALANTS TO COMPLY WITH WRITING BY THE r`; STARTER STRIP I ± / BATTENS AND SIDING CONFIGURATION, GEOMETRY,AND SUBSTRATE LOCAL BUILDING , • NOTE:ALTERNATIVE DETAIL NOT NOTE / FRAMING, B _ OFFICIAL OR THE• / MATERIALS) REQUIREMENTS OF ASTM C 1193 2009 ' SUPPORTED BY INSTALLATION HEAD FLASHINGS TO HAVE END DAMS I \ 2. SEALANTS TO BE APPLIED PRIOR TO EXTERIOR ARCHITECT PRIOR/ INSTRUCTIONS HZ-10(APRIL 2009)OR r...4WHEN FLASHING LENGTH IS >6" PAINTING / '\ TO INSTALLATION ' NER-405(APRIL 4,2004)MUST BE _,. _ \ INSTALL SIDING W/NAIL SPACE )$" TO WOOD TRIM APPROVED IN WRITING BY LOCAL A4 HOSE BIB PENETRATION A3 OUTSIDE CORNER @ LAP SIDING �_.R A2 INSIDE CORNER @ LAP SIDING Al LAP SIDING BUILD UP BUILDING OFFICIAL WP-3.01 ,� WP-3.01 "_ WP-3.01 WP-3.01 SCALE: 3 -1 -0 ARCH REF: SCALE: 3 -1 -0 ARCH REF: SCALE: 3 -1 -0 ARCH REF: SCALE: NTS ARCH REF: / EXTERIOR SHEATHING EXTERIOR SHEATHING V EXTERIOR SHEATHING• EXTERIOR SHEATHING WEATHER RESISTIVE BARRIER; LAP O/HEAD FLASHING iiIi WEATHER RESISTIVE BARRIER LAPPED , j EXTE S / W!METAL HEAD FLASHING; SEAL W/ SEAL WITH NON SKINNING BUTYL SEALANT 1 \ NON SKINNING BUTYL SEALANT WEATHER RESISTIVE BARRIER I VERT. BATTEN I WEATHER RESISTIVE BARRIER; LAP 0/HEAD , . I SEAL W/NON SKINNING BUTYL SEALANT • / 1% I I FLASHING&S 24 GA. BAKED ENAMEL METAL FLASHING BATTEN • / - I I / / LAP SIDING W/STARTER STRIP VERT. BATTEN / SHINGLE SIDING id / I I / VERT. BATTEN W! • 24 GA. PRE-FINISHED METAL 24 GA. PRE-FINISHED METAL / INSECT SCREEN •HEAD FLASHING W!END DAMS I I HEAD FLASHING W/END DAMS I / ' ll INSECT SCREEN , I LAP SIDING W/ I / / / II STARTER STRIP I / 9" LAP SIDING W/STARTER STRIP I I I I / EXPANDING FOAM TAPE / INSECT SCREEN . INSECT SCREEN I / 24 GA FLASHING I I / ��� I I, / 24 GA. PRE-FINISHED METAL BRACKET ��\ JUNCTION BOX " - I ,... / k FLASHING; SECURE W/MIN 4 PANCAKE HEAD i / I / CEDAR BLOCK, PRIMED ALL 6 SIDES, &SET IN I i / 1-1 NON-SKINNING BUTYL SEALANT SCREWS; FLANGE SHALL EXTEND PAST FACE A 5 E PRIMED BELLY r/ / i NON SKINNING BU SEA / /4 SPF PR - OF CLADDING TO ALLOW ATTACHMENT OF i BAND; BACK PRIME ALL CUT cc 1 / SHROUD AFTER CLADDING IS INSTALLED ��� EDGES INSTALL BARK SIDE CONDUIT LIGHT FIXTURE — OUT FASTEN W/(2) 16d GALV Nil I NAILS @ EACH STUD; SET TO © FIBER CEMENT LAP SIDING INSTALL WITH MODERATE , 24 GA. PRE-FINISHED METAL VENT _ J� ' / __ SHROUD; SECURE W!CLOSE ENDED NO DATE ISSUE FLUSH SEAL AND PAINT CONTACT WITH JUNCTION BOX _ ,+ % _��,� I .' ` �� �� POP RIVETS, (2)EACH SIDE ,� i • :IP NOTE: li � ,, 1 07.27.10 FOR BID., 4„ I QUICK FLASH P-50, LAP WRB HEAD FLASHINGS TO HAVE END DAMS I g• OVER TOP FLANGE,WRB WHEN FLASHING LENGTH IS >6" © FIBER CEMENT LAP SIDING INSTALL W/NAIL ! .° FIBER CEMENT LAP SIDING INSTALL / '.. NGE = SPACE TO JUNCTION BOX I UNDERNEATH BOTTOM FLA I� I �2 08.13.10 FOR PERMIT 110 WITH MODERATE CONTACT WITH • - ��� �._. RE:A3/WP-3.04 A � io � / �UNDERSIDE OF FLASHING ! / '" \ / r � ' I / ' / 18x18 PIECE OF 30 MIL; EPDM TARGET 0 0 ,� I F NG CUT HOLE FOR / \ 09.23.10 REVISION / 4„ I I IBER CEMENT LAP SIDING INSTALL WITH MODERATE ER AO I • ■/ NOTE: 4" CONTACT WITH JUNCTION BOX PENETRATION &NAIL TO SUBSTRATE III **-7 4 i „ BATTEN 110° ,I SEE DETAIL A2/WP-3.00 FOR I • $ 1 110° QUICK FLASH P-50, LAP WRB / FLASH AS DETAILED 2 ! WEATHER RESISTIVE BARRIER , QU C VER S P BOTTOM I / I I LAP DETAILS . / , k O TOP, LA / WEATHER RESISTIVE I \ I _ / I i- FLANGE OVER WRB BELOW BARRIER UNDERNEATH 3 I. I / RE:A3/ViIP-3.04 TARGET FLASHING NOTE: ri • / NOTE: I - • / NOTE: - I HEAD FLASHINGS TO HAVE END DAMS /'�, WEATHER RESISTIVE I SEE DETAIL A2/WP 3.00 FOR HEAD FLASHINGS TO HAVE END DAMS N ),, > UNDERNEATH / WHEN FLASHING LENGTH IS >6" WHEN FLASHING LENGTH IS 6 I \ BARRIER UN ( / \ WEATHER RESISTIVE BARRIER TARGET FLASHING \ LAP DETAILS B4 BELLY BAND DETAIL B3 JUNCTION BOX PENETRATION B2 LIGHT PENETRATION B1 VENT PENETRATION WP-3.01 SCALE: 3"=1'-0" ARCH REF: WP-3.01 SCALE: 3"=1'-0" ARCH REF: WP-3.01 SCALE: 3"=l'-0" ARCH REF: WP-3.01 SCALE: 3"=1-0" ARCH REF: r^ CU PLAN SECTION AA w c J EXPANDING FOAM TAPE ' I• •1, EXTERIOR WALL SHEATHING �/ a)0 a) I 1 WEATHER RESISTIVE BARRIER, LAP 1I w w Q EXTERIOR SHEATHING OVER FLASHING AND SEAL WITH NON EXTERIOR SHEATHING ,•,- , 3 III, - - - - - - - - - -• ' � I �/ �/ SKINNING BUTYL SEALANT I / ,;�: I I ��� WEATHER RESISTIVE BARRIER, SEAL r , .�-� O a)WEATHER RESISTIVE BARRIER, 2x6 SPF PRE PRIMED BELLY BAND; BACK ili�i/1A A / /l TO FLASHING WITH NON-SKINNING WEATHERMATE PLUS WEATHER v SIDE / ® LL SEAL TO FLASHING WITH NON PRIME ALL CUT EDGES INSTALL BARK I I ` / BUTYL SEALANT RESISTIVE BARRIER SKINNING BUTYL SEALANT OUT FASTEN W/(2) 16d GALV NAILS @EACH C 1 / WEATHERMATE PLUS WEATHER r( / STUD;SET TO FLUSH SEAL AND PAINT i BATTEN / LAP SIDING W/STARTER STRIP w Z = RS BATTEN / RESISTIVE BARRIER © w I I / AME 11110 d (n .e \� ����—���—���—� FIBER CEMENT ' VERT. BATTEN W/INSECT SCREEN 24 GA. BACKED EN L �,SHINGLE SIDING ` �• —•—•—•—•—•—•—•—•—•-� / ' METAL FLASHING / V I .I LAP SIDING / -a I I / SEALANT / LAP SIDING W/STARTER STRIP VERT. BATTENS W/INSECT SCREEN I WEATHERMATE .I / � .STRAIGHT FLASHING / Illn I• $ I 0 �^ I / I TRIM BLOCK ;I.._ -INSTALL INSECT SCREEN AT EXPANDING FOAM TAPE ‘ i� �;' / v, (�SELF-ADHERED WEATHER T I BOTTOM OF BATTEN SYSTEM I•RESISTIVE BARRIER I / / r EPDM OR FOAMED I 24 GA. BACKED ENAMEL I I / / / �' EXPANDING FOAM TAPE POLYETHYLENE SILL SEALER• METAL FLASHING / FIBER CEMENT I I / /I 4 SOFFIT O/BATTENS I iiii r 24 GA. BACKED ENAMEL 2X6 SPF PRE PRIMED BELLY BAND; BACK 'A RA �„ ° I METAL FLASHING PRIME ALL GUT EDGES INSTALL BARK SIDE �� BATTEN i I I 110 / •i OUT FASTEN W/(2) 16d GALV NAILS @EACH� I / I � EPDM OR FOAMED STUD;SET TO FLUSH SEAL AND PAINT , I 1 �- II 0 2X SPF PRE PRIMED BELLY BAND, / Al A / POLYETHYLENE SILL SEALER 2X BELLY BAND BACK PRIME ALL CUT EDGES 'r A l NSTALL BARK SIDE OUT FASTEN W/ I I / ! ! 'v:���' . } (2) 16d GALV NAILS @ EACH STUD; -V RIDGE BRACKET 4� 4 2X6 SPF PRE PRIMED BELLY BAND; BACK SHEATHING IS NOT TO SET TO FLUSH SEAL AND PAINT / �„ I / 1" . �' PRIME ALL CUT EDGES; INSTALL BARK SIDE COME IN CONTACT W/ ? / i OUT; FASTEN WI(2)16d GALV NAILS EACH c- J a @ CONC AT SILL PLATES DRAWN BY: JL, SH, JR FACE OF SIDING BEYOND I / �� STUD' SET TO FLUSH SEAL&PAINT ? • $ /I! / I 'i//∎FAI / EXTERIOR SHEATHING CHECKED BY: CRM •—•—•—•_• - `R I EXTERIOR SHEATHING IS NOT TO COME IN SCALE: AS NOTED ��r�IV��I����AI��„�' , • 0 4 CONTACT W/CONCRETE @ SILL PLATES ,_i� ����� ,` WEATHER RESISTIVE BARRIER I / L T I / d 4" FINISH GRADE,SLOPE AWAY - T D ' TRIM BLOCK PER ARCH •- I FROM 5% MIN FOR 10'-0" original sheet size 24 x 36 } A� ! UMW Q 4.. 110°,� i FIBER CEMENT LAP SIDING INSTALL WITH / _... I FIBER CEMENT SOFFIT PANEL INSTALL W/ , MODERATE CONTACT WITH TRIM i / a a 110° PROJECT NO 2010.P33940DCS NAIL SPACE TO WOOD TRIM I 1 GRADE [WI_ J RI / / 4 a 3 .. 5/4"x 3"TRIM 0/BATTEN I SHEET k • �� - NAME ..„BATTEN i i$„ / � CLADDING WP DETAILS NOTE: SHINGLE SIDING 4 .-1: 6/LAP SIDING 0/VERT. BATTEN HEAD FLASHINGS TO HAVE END DAMS I ��� SHEET NO: C4 TRIM @ SOFFIT WHEN FLASHING LENGTH IS >6" C3 BRACKET AT SOFFIT C2 BASEWALL @ PAVEMENT a Cl BASE WALL CONDITION VVP SCALE: 3" 1'-0" ARCH REF: WP 3.01 SCALE: 3" 1'-0" ARCH REF: WP 3.01 SCALE: 3" 1'-0" ARCH REF: WP-3.01 SCALE: 3"=1'-0" ARCH REF: 3.01 1 WEATHER RESISTIVE BARRIER . WEATHER RESISTIVE BARRIER 12" FLASHING BIB SLIDE UP THRU SLIT OVERLAP : . : .' IN WEATHER RESISTIVE BARRIER MIN.24"x 24"TARGET FLASHING, CUT 12" z FROM EPDM.WEATHER LAP WITH 61 OVERLAP a SLIT IN WEATHER OTHER FLASHING COMPONENTS TO SQUARE HOLE PENETRATION BUTYL ,01 RESISTIVE BARRIER SHED WATER. SEAL PENETRATION TO SEAL I 12" z F :._:. ......- ._ � LASHING WITH SEALANT � !ii �„� :I-Luc-4 12" u_ r''�rO ���� AwAr�/ SEE DETAIL B2/WP3.02 HOLE FOR PENETRATION � 1 6" �� d' z::;%r. ���������/�� BIB TO FLANGE W/Il1/EATHER ° ) ' >139 o OZ z RESISTIVE BARRIER TAPE a CUT 60%OF DIAMETER OF I�I 0 0 PENETRATION FOR SNUG FIT �� ; ; -GT o °__ ■ SEAL FLANGE — �' L j Elm PRE-FABRICATED DRYER VENT — —_ �_I 1 �_ • ` ° °` JOINTS W/TAPE — 'j c E 0 0 0 LOUVER ASSEMBLY WITH SWING TYPE o // ii J LLi LOUVER AND BIRD SCREEN. SECURE I FA \ w _ N u WITH MIN.4 PANCAKE HEAD SCREWS. ,) ROUND HOLE PENETRATION i 6" — >- •• W SET FLANGE IN BED OF SEALANT, o ' '' 8 A N H 12"X12"PIECE OF 30 MIL EPDM CUT BUTYL -- u IIIL' I I z 4 OVERLAP 4 OVERLAP HOLE FOR PENETRATION. NAIL TO S i — ' 9 ■ SUBSTRATE @ 60%OF DIAMETER SIZE ' - __ CLADDING SYSTEM FLASH @ TOP EDGE 6"O.C. _ c� cv " m � I I I I REINFORCE CORNER WI �, ,� H ifl/ I I i-----------___________________-------____________.,------------..,___________._ ' I •. I 5/4 SPF PRE-PRIMED I I LAP TARGET FLASHING I t� SIDING SEAL BOTH OVER WEATHER — �_ J SIDES W/SONOLAST NOTE: —( L I RESISTIVE BARRIER 150 WHEN PENETRATION IS 3%" DIAMETER 2 OR LESS, USE 12"X12"FLASHING SELF ADHERING MEMBRANE FLASHING WHEN PENETRATION IS > 3%2", REINFORCE CORNER W/24" AT SIDES AND HEAD OF BRACKET. INCREASE FLASHING SIZE TO 18"X18" SEAL ALL PIN-HOLES W/SEALANT. 12" WIDE CONTINUOUS W.R.B. FIBER CEMENT LAP SIDING LOCK ON SHROUD COVER INSTALL W/NAIL SPACE TO AFTER CLADDING IS INSTALLED WOOD TRIM INSULATION NOT 3 SHOWN FOR CLARITY A4 MULTIPLE PENETRATION FLASHING A3 ( VENT PENETRATION A2 PENETRATION FLASHING-ALTERNATE Al LAP SIDING BUILD UP WP-3.02 SCALE: 3"=1'-0" ARCH REF: WP-3.02 SCALE: 3"=l'-0" ARCH REF: WP-3.02 SCALE: 3"=1-0" ARCH REF: WP-3.02 SCALE: 3"=1'-0" ARCH REF: I� 4'" 3 VIF SINGLE PIECE COPING FOR LENGTH OF / PRIVACY WALL SEAL W/1 PART - SQUARE OR ROUND POLYURETHANE SEALANT - PENETRATION FULLY SEALED AND e """`"""`�` ' 7 1 RIVETED END CLOSURE __`- ki 24" I'd STEP 1) :`..._2--_Als v... PLACE WEATHER RESISTIVE BARRIER APRON WITH'U'CUT; FIT TIGHT AROUND PIPE PENETRATION; SEAL TO SHEATHING W/ 16" POLYURETHANE SEALANT EXTEND 12"BELOW PENETRATION STEP 3) -24 GA FULLY SOLDERED G90 / A 30 MIL EPDM APRON WITH UPSIDE-DOWN 'U'CUT; CUT TIGHT TO • az GALV METAL SADDLE TTION; OVERLAP BOTTOM APRON BY 4";ATTACH WITH A FEW LNO.3- SADDLE FLASHING @PONY WALL // ' 1 07.27.10 FOR BID Ir Al WP-3.02 PRE-FINISHED METAL CUT BACK HEM ON S•LICE SCALE: 3 -1 -0 ARCH REF: ///j-}// , COPING CAP, SEAL PLATE TO FORM TIG FIT — //////// SEAL W/1 PART POLYURETHANE c•, 2 08.13.10 FOR PERMIT PIN HOLES, COLOR A� � / PER ARCHITECT / ./ 09.23.10 REVISION CLOSED END 4-2 / /// / \ PREFINISHED RIVETS // / r ,NOTE: j:///'16"///SEE C1 WP 3.02 FOR USE ONLY ON ADDITIONAL INFORMATION RUNS> 10 FEET •- STEP 2) PLACE A 30 MIL EPDM APRON W/'U'CUT TO FIT TIGHT AROUND PIPE 24" -----0`J PENETRATION; CUT TIGHT TO PENETRATION AND ATTACH W/A FEW STAPLES STEP 4) CUT HEM BACK AT INSTALL UPPER PIECE OF WEATHER RESISTIVE BARRIER OVER AND JOINT TO ENSURE TIGHT FIT AROUND PIPE PENETRATION OVERLAPPING LOWER SECTION OF B5 COPING CAP @ PONY WALL B4 FLASHING SPLICE DETAIL B2 U BIB FLASHING SEQUENCE WEATHER RESISTIVE BARRIER A MIN.OF 4" WP-3.02 SCALE: 3"=l'-0" ARCH REF: WP-3.02 SCALE: 3"=l'-0" ARCH REF: WP-3.02 SCALE: 3"=l'-0" ARCH REF: EXTERIOR WALL 2 LAYERS 5i EXTERIOR � al SHEATHING PER STRUCT © ( ) a w vJ 0 Q) GYP SHEATHING PER A& 3 ��'� BATTE W/INSECT SCREEN CLOSURE ARCH 24 GA COPING, TONGUE CLOSED w W Q Irr' I V OVER DOUBLE CLIP SUPPLY �Ny r I� WEATHER RESISTIVE BARRIER, SEAL 6.L % _, tY (I� \ / _ ., WEATHER RESISTIVE BARRIER � " 1_ it TO FLASHING WITH NON SKINNING I U ® 0 BUTYL SEALANT . . LAP SIDING 0/VERT. BATTENS a.. M LO 14 i II, I -. I WEATHER RESISTIVE BARRIER = r . ' L 1 i I TER TRIP : �..:- . �.. w � w �cm pI STAR S I : . s \ ` "t EXPANDING FOAM TAPE 1///—///—///—///—J/ I—MINH- . ■IP■ '11111111/4111111111,4 401.1. /, \ I1Iu 24 GA METAL FLASHING I ,:•.,.... I ,T : 1 11,-, 24 GA. G-90 GALV. F- a3 I ir-, � � � .. ; Ill � - 1 CONTINUOUS CLfP ���/ \ EPDM OR FOAMED : , i I v!` � � \ POLYETHYLENE SILL :. �, I SEALER ( im... .- -..... I HAND CLOSE OPEN HE +i - ` M • 2 X6 SPF PRE PRIMED BELLY BAND; I 4 BACK PRIME ALL CUT EDGES „ l i + u . DECK FRAMING I• .. a INSTALL BARK SIDE OUT FASTEN W/ I I PER STRUCTURAL �G 1 1 \1/4/ K' (2) 16d GALV NAILS @ EACH STUD; I • a • L SET TO FLUSH SEAL AND PAINT I .::: ; I I : ,:.': I LAP SIDING a I . . . I I 2x4 2x4 I• VERT. BATTENS . PER STRUCTURAL .. ..) SHEATHING IS NOT TO co - . gk1LP � � _ : . _LATES A 4 FROM BUILDING I I DRAWN BY: JL, SH, JR a I I 1 ��' 3 CHECKED BY: CRM (2)LAYERS a" GYP • I : I SHEATHING PER ARCH SCALE: AS NOTED I a original sheet size 24 x 36 I .. I :: ... �.. I ... NOTE: } 4 - COPING COVER TO BE FORMED OF SINGLE • a 110° I • I CONTINUOUS PIECE AT PARTY WALLS; PROJECT NO: 2 0 10.P33940DCS { I • e I I REF-B5/WP 3.02 FOR END CAP 1 4a A 4 _ I I SHEET NAME: 2 r / CLADDING WP DETAILS 1"" 1' -----] Abk SHEET NO: PONYWALL FOOTING AT DECK y„ PONYWALL AT DECK LEVEL Cl PONYWALL AT DECK'-0"1"WP-3.02 SCALE: 3 =1 -0" ARCH REF: WP 3.02 SCALE: 3" 1'-0" ARCH REF: WP 3.02 SCALE: 3 ARCH REF: 3.02 e BATTEN/STUD LAP SIDING 0/VERT. BATTENS I / �/ - BEYOND . 1 F 1 N SQUARE OR ROUND Z r PENETRATION I. w E 8 , pi \ 1 f.0 Z ,moo o z I z � � o I WEATHERMATE ( �I• Q u�z O O 11111 STRSHIifl ® > Q �26 GAUGE BAKE ►� I I `° cc ENAMEL COIL STOCK 24" j A CONTSCREEN z_ w J (°v u FLASHING CENTERED STEP 1) ////%///- + 1� ::':::->... ® o w u BEHIND SIDING JOINT. IVE BARRIER APRON WITH'U'CUT• FIT ��� I N COLOR TO MATCH PLACE WEATHER RESIST ,1 TIGHT AROUND PENETRATION; SEAL TO SHEATHING W/ 16" - ` SIDING COLOR `� I POLYURETHANE SEALANT EXTEND 12"BELOW PENETRATION STEP 3) ° ...PLACE A 30 MIL EPDM APRON WITH UPSIDE-DOWN 'U'CUT; CUT TIGHT TO J m / / V./ PENETRATION; OVERLAP BOTTOM APRON BY 4";ATTACH WITH A FEW -� :>:.;;::...:.. // STAPLES ::��-;::.;:.;:::«.::>::>:;:;>::...: _ ... T T / I z 0 . . . . . . . . . . '4. g -... ....-. \\.- 7// 7/// BUTT JOINT DO NOT � / / , 3 3 SEAL // // = N I SECTION VIEW , • SE • ELEVATION VIEW // /// I AN/ / 1 1 • 3" 1..._, , / , EXPOSED BEAM PER STRUCTURAL r" L. LAYOUT SIDING SO JOINTS FALL OVER STUDS WHERE 16" FEASIBLE. IF SIDING BUTT OCCURS OFF STUD z STEP 2) PROVIDE 12"LENGTH OF BATTEN MATERIAL BEHIND PLACE A 30 MIL EPDM APRON W/'U'CUT TO FIT TIGHT 24" WALL FRAMING PER STRUCT. INSULATION,VAPOR Zo BUTT JOINT FASTENED TO PLYWOOD WITH TWO#10 X AROUND PENETRATION; CUT TIGHT TO PENETRATION BARRIER, INTERIOR FINISH MATERIALS PER ARCH. 1"SS SCREWS ABOVE AND BELOW SIDING COURSE. &ATTACH W/A FEW STAPLES STEP 4) INSTALL UPPER PIECE OF WEATHER RESISTIVE BARRIER OVER& AROUND PENETRATION OVERLAPPING LOWER SECTION OF WEATHER A4 LAP SIDING BUTT JOINT FLASHING A2 U BIB FLASHING SEQUENCE RESISTIVE BARRIER A MIN. OF 4" Al BEAM TO WALL ' c P-3.03 SCALE: 3"=1'-0" ARCH REF: WP-3.03 SCALE: 3"=1'-0" ARCH REF: WP-3.03 SCALE: 3"=1'-0" ARCH REF: / HARDIE PLANK I IN I 01 T S / / • INSECT SCREEN CLOSURE © !' .11. i i WEATHER RESISTIVE BARRIER LAP 0/ VERT LEG OF HEAD FLASHING&SEAL I / WI NON SKINNING BUYTL SEALANT I. / � I 0 ! I l'14 4�� • 1 . , 4 1 4 g \ !! 0 24 GA. PRE-FINISHED r 1.0 .1i 4 , SADDLE i-T , G-90 GALV. METAL HEAD FLASHING ! • i_ ti STEP 4) ' 1-1/4" ! !I' I ? I INSTALL UPPER PIECE OF WEATHER RESISTIVE STARTER STRIP STEP 1) STEP 2) STEP 3) y2 GAP BARRIER OVER UPPER SADDLE FLASHING AND PLACE WEATHER RESISTIVE BARRIER APRON INSTALL SADDLE FLASHING UNDERNEATH INSTALL SADDLE FLASHING ON TOP OF BEAM AROUND HSS BEAM PENETRATION ! ` NO. DATE ISSUE WITH'U'CUT; FIT TIGHT AROUND HSS BEAM; OVERLAPPING LOWER SADDLE FLASHIING. OVERLAPPING LOWER SECTION Or WEATHER • BEAM ON TOP OF WEATHER RESISTIVE �� 3 h'N I BARRIER TARGET FLASHING. INSTALL BACKER INSTALL BACKER ROD&SEALANT BETWEEN RESISTIVE BARRIER A MIN.OF 4 . i 1 07.27.10 FOR BID• :-:-:::-- — f ir.., ,SEALANT EXTEND 12"BELOW PENETRATION ROD&SEALANT BETWEEN BEAM &SADDLE SADDLE&BEAM :• A. �•! ! 2 08.13.10 FOR PERMIT................ BACKER ROD :: ' :::..:.. &SEALANT EXPANDING FOAM TAPE BETWEEN METAL FLASHING&TRIM I ) -...- I 09.23.10 REVISION SADDLE .. ••• .•• :.:. t "• 2 X 6 SPF TRIM PER ARCH BACK 4L _ ._._._.J- , \ ••:•:•:•:•:•:•• ��, �� �'I• 16d GALV NAILS @ 16"O.C. ;21:� '`'° 1� Nupplii4ppv. ",1;---.,.mil...__-.: .:: . t :° ‘`� MIN =-.:` SOFFIT PANEL W/NAIL SPACE ~'�`-- f . TO SPF TRIM BOARD B3 SADDLE FLASHING @ BEAM B2 DETAIL NOT USED B1 BEAM @ PORCH WP-3.03 SCALE: 3"=1'-0" ARCH REF: WP-3.03 SCALE: 3"=1'-0" ARCH REF: WP-3.03 SCALE: 3"=1'-0" ARCH REF: co W g3I�, . WOOD POST W/CB L.K 2 �' , w BASE PER O STRUCTURAL + 0 LL DRAWINGS L, ' = r L . s 2-PIECE CORROSION FRAMED ER W Z 0 W co 2-PIECE FULLY SOLDERED SS RESISTANT COUNTER �j DI COUNTER FLASHING FLASHING SPF TRIM PER G C F- '�6„ ARCH + 0 "2 TURN DOWN EDGE OF FLASHING '` �< 6 � TURN DOWN EDGE OF FLASHING ��6 EPDM GASKET � ♦D^ � INTO SAWCUT AT BEAM ON ALL 4 ; SIDES, SET IN SEALANT INTO SAWCUT AT BEAM ON ALL 4 3�� v! r r r s �c SIDES, SET INI SEALANT EXPOSED WOOD � 4„ EXPOSED WOOD + BEAM 2 �,� BEAM cYS1-1- 2 I l'''' CONCRETE FOOTING 4. w k 2 1,-�tt O. ``� 1.., 1.• MIN PER STRUCTURAL 4 a r - _ .- 1 . . \... } N GRADE 1DRAWN BY: JL, SH, JR lh 4 Q 4 - , CHECKED BY CRM LAP COUNTER FLASHING MIN 2"OVER BASE ` \' h �2 •� SCALE: AS NOTED FLASHINGSET IN NON SKINNING BUTYL SEALANT TAPE `�` ' LAP COUNTER FLASHING MIN t t , FASTEN WITH CLOSED END RIVETS © I• FULLY SOLDERED SS 2" OVER BASE FLASHING r 4 4 original sheet size 24 x 36• BASE FLASHING CORROSION RESISTANT I 4 BASE FLASHING PROJECT NO: 2010.P33940DCS FLUSH CONDITION FRAMED WALL F....w . _ «... h•CORNER SHEET NAME: = CLADDING WP DETAILS CORNER CONDITION SHEET NO: C3 BEAM FLASHING C1 POST BASE DETAIL WP-3.03 SCALE: 3"=1'-0" ARCH REF: WP-3.03 SCALE: 3"=1-0" ARCH REF: WP 3.03 ... , , . WEATHER RESISTIVE BARRIER O/QUICK FLASH PANEL j 0 Ilr H i- Z QUICK FLASH PANEL N o � o 0 to � � 2 W ��� BUTYL SEALANT EMI }" "' _ cc sue ? v, J qa '0 h o W J N N• U u BUTYL SEALANT i `' z -E1 co _ 11' "!A , ee :... .::..:....... :.... ...: . QUICK FLASH PANEL !r0 ;, � '-- \ WEATHER RESISTIVE 1 •\ BARRIER UNDER s►` QUICK FLASH PANEL I II '0 1• 1 NOTE: WHEN PENETRATION IS GREATER THAN 413, USE EPDM FLASHING;SEE DETAIL A2/WP3.02 3 A4 DETAIL A3 QUICK FLASH PANEL A2 DETAIL NOT USED Al DETAIL NOT USED WP-3.04 WP-3.04 SCALE: 3"=1'-0" ARCH REF: WP-3.04 SCALE: 3"=l'-0" ARCH REF: �WP-3.04 SCALE: 3"=1'-0" ARCH REF: 1 Ai SCALE: 3 —1 -0 ARCH REF: 1 _1 / I 1 1 ) I I ( I! ,j III OVERLAP CORNER BY 12" • EACH DIRECTION•• I II I REINFORCE OUTSIDE III „ • ...I CORNERS W/34 WIDE CONTINUOUS W.R.B. r N II II I • . • I I till ' VERTICAL BATTEN I iledig 1 IMI FIBER CEMENT LAP SIDING INSTALL W/NAIL SPACE TO II• iiWI / WOOD TRIM • • I r�rAME ri�iiii I • 1 O O : NO. DATE ISSUE %till I e�� ��'n I ILEINIII 1 07.27.10 FOR BID &'& 2 08.13.10 FOR PERMIT 2X6 SPF TRIM, BACK PRIME FIBER CEMENT LAP SIDING ALL CUT ENDS AND FASTEN A 09.23.10 REVISION INSTALL W/NAIL SPACE TO WITH 16d NAILS @ 12”OC WOOD TRIM STAGGERED OVER BATTENS W/NAILS 1"MIN FROM EDGE OF FRAMING AND TRIM. RUN CORRUGATED BATTENS 5/4 X 6 SPF TRIM, BACK PRIME HORIZONTALLY, SPACE @ ALL CUT ENDS FASTEN WITH 12"OC VEIRTICALLY (2)20d HOT DIPPED GALV NAILS W/FINISH HEADS @ 16" OC, SET EXPOSED HEADS EA A D P'IN B4 DETAIL B3 PLAN VIEW END OF PARTY WALL @ REAR DECKS B2 DETAIL B1 DETAIL WP-3.04 SCALE: 3"=1-0" ARCH REF: WP-3.04 I SCALE: 3"=1-0" ARCH REF: WP-3.04 SCALE: 3"=l'-0" ARCH REF: WP-3.04 SCALE: 3"=1'-0" ARCH REF: CZ W (1) � > W W Q a! 2 L ..0 oe 00 E ° 1 Et Va- M - _ co r t— W Z 2 _c u)O W O) 2On -01— Ca : c 1 } DRAWN BY: JL, SH, JR CHECKED BY: CRM SCALE: AS NOTED original sheet size 24 x 36 } PROJECT NO: 2010.P33940DCS SHEET NAME: CLADDING WP DETAILS SHEET NO: C3 DETAIL C2 DETAIL (- ;••\ DETAIL C4 DETAIL \/\fP WP-3.04 " W3 SCALE: 3 =1 -0" ARCH REF: 3.04 SCALE: 3 1 0 ARCH REF: WP-3.04 SCALE: 3"=1'-0" ARCH REF: WP-3.04 SCALE: 3"=1'-0" ARCH REF: INSTALLATION BY FRAMER INSTALLATION BY FRAMER INSTALLATION BY FRAMER INSTALLATION BY FRAMER Ce z 0 FASTEN FLANGES \ WI < \ PER WINDOW \ z \ MANUFACTURER o 0 �� ,, -',,\ APPLY A FULL REQUIREMENTS w Z z BEAD OF SIKA �- Co 0 Z LASTOMER 511 _ \ p W o . , w BUTYL SEALANT TO \� >- °. ,,, _ '-�• �.� � HEAD&JAMB INSTALL WINDOW; \ �, � < I 2 � INSTALL 12 WIDE FLASHING FROM W - 1 :i. W FLANGES ? � � z � WEATHERMATE PLUS WRB STAPLE �' (...1 \ „' ��`' `�, ~ z ONLY TOP EDGE WITH MIN.SS 1" �F W \'' CROWN STAPLES WITH MIN 1/2" X00 c°o A H y IT PENETRATION LEAVE BOTTOM OF F`�' + >= z FIELD FABRICATE AND INSTALL • D : o PIECE FREE �`Z� = A JAMBSILL PAN REF C3 AND C4/ yy\9/ SEALANT BEAD OrF31 m WP4.02 FOR PAN FABRICATION SUFFICIENT QUANTITY � SEAL TO TRANSITION INSTRUCTIONS � �:::::::::::�:� CUT SLITS TO ALIGN ::::1' WITH SILL AND HEAD J >;»< �� ADHERE 9"WIDE DOW WEATHERMATE �+,_ _-:. NOTE:ALL CUTS, SLITS, PUNCTURES OR STRAIGHT FLASHING TO JAMBS, FOLD 40:..:.-:..:::7, BREACHES OF ANY KIND IN THE CONTINOUS -.... INTO JAMB THE FULL WIDTH OF THE 41.:. SECTION AT FRAME A . WEATHERMATE PLUS WEATHER RESISTIVE WINDOW FRAME, LAP OVER SILL PAN BARRIER SHALL BE FULLY SEALED WITH END DAMS, EXTEND 3"ABOVE ROUGH INSIDE FACE OF WINDOW WEATHERMATE TAPE IN STRICT ADHERANCE OPENING HEAD AT EACH SIDE PRIOR TO INSTALLING WITH MANUFACTURES PUBLISHED INSTRUCTIONS TOE BEAD OF NON SKINNING BUTYL AND AT JAMSILL JOINTS NOTE: LAP OVER TOP OF PAN FLASHING AND \� NO SEALANT @ SILL NAIL �- FLANGE SILL FLASHING, REMOVE PORTION OF STRAIGHT FLASHING THAT OVERLAPS 4 4 WEEP TROUGH IN JAMSILL PAN 4 4 4 A4 DOW WEATHERMATE FLASHING SEQUENCE-STEP 1 SILL FLASHING A3 DOW WEATHERMATE FLASHING SEQUENCE-STEP 2 JAMSILL PAN OPTION A2 DOW WEATHERMATE FLASHING SEQUENCE-STEP 3 JAMB FLASHING Al DOW WEATHERMATE FLASHING SEQUENCE-STEP 4 WINDOW INSTALLATION WP-4.01 SCALE: NTS ARCH REF: WP-4.01 SCALE: NTS ARCH REF: WP-4.01 SCALE: NTS ARCH REF: WP-4.01 SCALE: NTS ARCH REF: INSTALLATION BY SIDER INSTALLATION BY SIDER INSTALLATION BY SIDER INSTALLATION BY SIDER ,` ADHERE 9" DOW WEATHERMATE EXTEND WRB BEYOND HEAD TO STRAIGHT FLASHING TO HEAD OVER ALLOW FOR REQUIRED OVERLAPS NAIL FLANGE, EXTEND TO OUTER \ \\ •• • PER A2/WP 3.00 \ �_� EDGE OF JAMB FLASHING '.p--, --.. .0,4" , - , , r 4f4fr, - . 6 I \ •�. ................... .: :\ APPLY 4"WIDE ;� ............. .... \ WEATHERMATE STRAIGHT i"",;,,,. ......... . :::..I:: INSTALL WRB;WRB TO BUTT UP - _�, TO NAIL FLANGE AT JAMB OF \ FLASHING BY DOW TO ........ WINDOW JAMB FLANGES. #:: WINDOW ONLY; DO NOT LAP WRB \� ADHERE TO NAIL FINS AND :;•-.---.--- OVER NAIL FLANGE + WEATHERMATE WRB i :.....: ....:...::.:.. ff } - /' 0 FLASHING FROM STEP 6 INSTALL WRB LAPPED UNDER SILL =•::•::• : •: . •- •-• FLASHING ::::::::: .: ::.•.• :•... i r :..----. NO. DATE ISSUE � : 0 / 1 07.27.10 FOR BID .. . .. .. .. .......... . r4 ;A 2 i 2 08.13.10 FOR PERMIT■ •####j;;: 3 09.9.10 REVISION 4 09.14.10 REVISION 5 09.22.10 REVISION . 1 /° \ 10.07.10 REVISION 4 4 4 4 B4 DOW WEATHERMATE FLASHING SEQUENCE-STEP 5 B3 DOW WEATHERMATE FLASHING SEQUENCE-STEP 6 B2 DOW WEATHERMATE FLASHING SEQUENCE-STEP 7 B1 DOW WEATHERMATE FLASHING SEQUENCE-STEP 8 HEAD FLASHING WP-4.01 SCALE: NTS ARCH REF: WP-4.01 SCALE: NTS ARCH REF: WP-4.01 SCALE: NTS ARCH REF: WP-4.01 SCALE: NTS ARCH REF: INSTALL WRB, EXTEND INTO INSTALL INSECT SCREEN TO BUTT JAMB TRIM TO HEAD W u) 0 Q) INSTALLATION BY SIDER EXPANDING FOAM TAPE INSTALLATION BY SIDER HEAD FLASHING AND SEAL INSTALLATION BY SIDER WRAP AROUND BOTTOM OF INSTALLATION BY SIDER TRIM W W Q PART NO. 1639042 ` TO BACK LEG WITH NON BATTEN SPACERS 4 Et 2 Li-'t SKINNING BUTYL 0 j O SEAL SLIT AT END : ::..:::::::. \ INSTALL HORIZONTAL SET HEAD TRIM 1/4"ABOVE ., INSTALL METAL -- ::: -::- :::_: :. :: -:--.. DAM WITH NON •=::• . ::::•:•::. BATTENS TO SUPPORT BOTTOM SLOPING SURFACE Q = M : :::: ::.: . to T— PANEL SIDING EDGES AS OF HEAD TRIM (ON TOP OF �/{3 HEAD FLASHING WITH END DAMS �, INSTALL WRB, ::: .::: •::: : :::• :- .: SKINNING BUTY W Z k.t.'"OVER EXPANDING FOAM TAPE ,\ EXTEND INTO HEAD .. : : : OCCURS \ END DAMS) O W .0) NOTE: HEAD FLASHING SHALL \ FLASHING AND SEAL ::.:.;:.::. :::.::::.::.:::::::: -C (n f° EXTEND FULL WIDTH OF WINDOW • • • • \\ TO BACK LEG WITH ::.........:•:::....••:•:::•::•::•::... \ V NON SKINNING BUTYL :: N.- ::::::::::::::: ••••••.-• . '� 2 ® j/� 'V ----,..''':''''''--„ -,4' ....._•••••••::-:•:-:-:.:.:.: :::: �``' INSTALL BATTENS TO FULLY (�N.. . . ............:::::........... -1\ �`` SUPPORT WINDOW TRIM. 1�; . OFFSET FROM NAIL FLANGE `+: :::: ::: :: :: \ SET JAMB AND SILL TRIM �� �� 1 TO ALLOW FOR FLAT ` WITH NAIL SPACE TO■ � �'' INSTALATION I � N WINDOW FRAME � ■ PAS �..... - 1I. `- / .\ 4 BUTT SILL TRIM TO JAMB / FOR 1 .z CONSTRUCTION 4 1 -.TAPE SEAMS PER A2/WP : -.. / , ' �I DRAWN BY: JL, SH, JR i 3.00 1 CHECKED BY: CRM ■ 1 I I SCALE: AS NOTED • original sheet size 24 x 36 PROJECT NO: 20 10.P33940 D CS ' , \ SHEET NAME: -- ALTERNATE WINDOW WRAP 4 4 '— 4 4 SHEET NO: SEQUENCE C4 DOW WEATHERMATE FLASHING SEQUENCE-STEP 9 C3 DOW WEATHERMATE FLASHING SEQUENCE-STEP 10 C2 DOW WEATHERMATE FLASHING SEQUENCE-STEP 11 BATTEN INSTALLATION © Cl DOW WEATHERMATE FLASHING SEQUENCE-STEP 12 TRIM INSTALLATION 'AlP WP-4.01/ SCALE: NTS ARCH REF: WP 4.01 SCALE: NTS ARCH REF: 4.01 WP-4.01 SCALE: NTS ARCH REF: WP-4.01 SCALE: NTS ARCH REF: / I INSTALLATION BY FRAMER INSTALLATION BY FRAMER \``\ INSTALLATION BY FRAMER �\ INSTALLATION BY FRAMER \ \\ "� ° J 2 sue, \ H p z T -,.., . \ Film >: LII 1 5- ?, Ea 4 Wes, :I: W � Lc-1 ":" OC w �: W d J N N ~ U I. :. }- Z J .is 0 AA F- u. 9 ..:..y. :::::::::: :I ::I::. Z :: ::f•FIELD FABRICATE AND INSTALL ..• JAMSILL SILL PAN REF C3&C4/ �' I. WP4.02 FOR PAN FABRICATION �' ->J' ■` ` INSTALL EPDM INSTRUCTIONS OR BUTYL BACKED EPDM SILL PAN WHERE INDICATED AT SILL CUT SLITS TO ALIGN BY C4-WP 4.03 WITH SILL AND HEAD :.:.:.: .,,,-,-,. -:-:.:. 41„. ... , ....:::-;:„...,:,,;.„... .j .::: .1::: ' �•" -'.°'` ADHERE 9"WIDE DOW WEATHERMATE ADHER: IDE DOW WEATHERMATE ::�: ' .->_.._,_„,:,:. STRAIGHT FLASHING TO JAMBS, FOLD S iGHT FLASHING TO JAMBS, : :„:„.„.: NOTE:ALL CUTS, SLITS, PUNCTURES OR I.. '`- ''�'�'''- INTO JAMB THE FULL WIDTH OF THE OVERLAP PREVIOUSLY INSTALLED 9” �'::: =` = BREACHES OF ANY KIND IN THE CONTINOUS • ' �� --' JAMB SILL, LAP OVER SILL PAN END FLASHING .„.::,: WEATHERMATE WEATHER RESISTIVE BARRIER SHALL BE FULLY SEALED WITH DAMS, EXTEND 3”ABOVE ROUGH WEATHERMATE TAPE IN STRICT ADHERANCE OPENING HEAD AT EACH SIDE WITH MANUFACTURES PUBLISHED LAP SELF ADHERED FLASHING OVER INSTRUCTIONS e END DAM OF PAN FLASHING AND SILL e e A FLASHING A4 DOW WEATHERMATE DOOR FLASHING SEQUENCE-STEP 1 A3 DOW WEATHERMATE DOOR FLASHING SEQUENCE-STEP 2 JAMB FLASHING A2 DOW WEATHERMATE DOOR FLASHING SEQUENCE-STEP 3 Al DOW WEATHERMATE DOOR FLASHING SEQUENCE-STEP 4 WP-4.02 A4 NTS ARCH REF: WP-4.02 SCALE: NTS ARCH REF: WP-4.02 SCALE: NTS ARCH REF: WP-4.02 SCALE: NTS ARCH REF: INSTALLATION BY FRAMER INSTALLATION BY SIDER INSTALLATION BY SIDER INSTALLATION BY SIDER \ \°� . \ ADHERE 9 DOW WEATHERMATE --,„ INSTALL DOOR WITHI INTEGRAL BRICK \ STRAIGHT FLASHING TO HEAD OVER `\ MOLD WITH CO NT. BEAD OF NON `•,_, INSTALL WRB PER A2/ \� NAIL FLANGE, EXTEND TO OUTER \, ' SKINNING BUTYL AT(HEAD AND JAMBS WP 3.00 EDGE OF JAMB FLASHING °`\ BEHIND INTEGRAL BRICK MOLD . ...... .. ........... AT JAMBS ...'4-----:::::::::.:�::::•:•::::•... TOOL OFF EXESS SEALANT = == SEAL WRB TO HEAD ::.:::'■-:: .- :::.•:::::::.:•:::::::::.:::::::.. INSTALL HEAD :. :. ::.. FLASHING FLASHING WITH NON .:.:.:.:-:.:.:-:-:-:-:.:-:•:-:-:•:-:-.•••••••.1 .. .•:. :., -::: . . SKINNING BUTYL ....�:�-=-: :•:.:-:•:::::::•:::::::::::::. SEAL WITH INSTALL EXPANDING SEAL WRB AT JAMBS TO :: LOW FOAM TAPE PART NO JAMB FLASHING •-:-::-1 I: l•-----•••••••••••••••••••••••••••••••••• PRIESSURE 1639042 INSTALLED IN STEPS 3 I::.:.:; FOAM SEALER OVER BRICKMOLD AND 4 WITH CONT. BEAD 1 I :: :- PRIOR TO SETTING OF NON SKINNING "" " "" ':'::. HEAD FLASHING ` BUTYL '- # I:: : I ;:::::: I:-:-:- - : NO. DATE ISSUE :- : I 111:11:: 1 07.27.10 FOR BID :=:=:=:I 2 08.13.10 FOR PERMIT tk ti::::�::•::•:::•::::::::•::-:: :. 3 09.9.10 REVISION SEE DETAIL DOOR FRAME I.::i:I- - :- - :: - 4 09.14.10 FO W/INTEGRAL -.:-: .::::::•:::•::•:::•-::•:::•:•:: MATERIAL INFORMATION BRICKMOLD V5 09.22.10 REVISION I BEAD OF NON SKINNING - ::: _ _ BUTYL ON AT JAMBS AND 4 'T HEAD USE SUFFICIENT i N SEALANT FOR SEALANT TO BE VISIBLE, TOOL OFF EXCESS Ai© 4 B4 DOW WEATHERMATE DOOR FLASHING SEQUENCE-STEP 5 B3 DOW WEATHERMIATE DOOR FLASHING SEQUENCE-STEP 6 (B2 \ DOW WEATHERMATE DOOR FLASHING SEQUENCE-STEP 7 BI DOW WEATHERMATE DOOR FLASHING SEQUENCE-STEP 8 WP-4.02 SCALE: NTS ARCH REF: WP-4.02 SCALE: NTS ARCH REF: WP-4.02 SCALE: NTS ARCH REF: WP-4.02 SCALE: NTS ARCH REF: al SLOPED BUTT JAMB TRIM TO HEAD w vJ 0 Q) WEEP AREA PRE MEASURE INSTALLATION BY SIDER INSTALLATION BY SIDER TRIM W W Ce Q CENTER SECTION � 0 . SET HEAD TRIM 1/2"ABOVE Ce 2 i" _c ct 1--M..,_ _A, INSTALL HORIZONTAL BOTTOM SLOPING SURFACE '1'' 0 �_ BATTENS TO SUPPORT NG CE U 0' • ,I � ,o OF HEAD TRIM (ON TOP OF � CO � '' ` PANEL OCCURS IDING EDGES AS END DAMS) Et _ r L :• .4b_ APPLY ABS ��1�`a z 2!`', LlJ W C. COMPATIBLE o ,� \ ,�ct 7,.y NON-SKINNING lil----: I �I �—BUTYL SEALAN _. i `�� WHERE SILL WILL �� t� CONTACT FRAMING GLUE TAB AREA BOND WITH 2 0 u) PVC CEMENT PER CEMENT - INSTALL BATTENS TO FULLY .` - � � � / TO FORM FULL BED -_._ SUPPORT ENDS OF SIDING. �^ MANUFACTURER AND `` ` o v, () OF SEALANT FIELD MEASU' AND ` � �. JAMSILL INSTRUCTIONS 1 _ ASSEMBLE JAM L `�� 1 PIECES TO FORM 11\+ SLOPED '')' ONE PIECE SILL WEEP AREA PRIOR TO INSTALLING IN OPENING BACK PRIME AND INSTALL SIDING WITH NAIL SPACE FOR _ ' I TO DOOR FRAME I ..} ---........„,,,, --........,..., � 4 I DRAWN CONSTRUCTION BY: JL, SH, JR �II CHECKED BY: CRM I SCALE: AS NOTED I' original sheet size 24 x 36 2 I� ::;::: 2010.P33940DCS DOOR FLASHING SEQUENCE 4 4 SHEET NO: C4 JAMSILL ISO ALTERNATE (FOR WINDOWS AND SWING DOORS ONLY ONLY) C3 JAMSILL ISO ALTERNATE (FOR WINDOWS AND SWING DOORS ONLY) C2 DOW WEATHERMATE DOOR FLASHING SEQUENCE-STEP 9 RAIN SCREEN BATTENS Cl DOW WEATHERMATE DOOR FLASHING SEQUENCE-STEP 10 SIDING WP-4.02 SCALE: NTS ARCH REF: 1,1/P-4.02 SCALE: NTS ARCH REF: WP-4.02 SCALE: NTS ARCH REF: WP-4.02 SCALE: NTS ARCH REF: \/\/P 4.02 - ‘ I • WALL FRAMING PER WALL FRAMING PER EXTERIOR SHEATHING PER ARCH WALL FRAMING, PER STRUCT, INSULATION, STRUCT. STRUCT. INSULATION, VAPOR BARRIER, INTERIOR FINISH EXTERIOR SHEATHING INSULATION, SHEATHING PER STRUCTURAL VAPOR BARRIER, HARDIE LAP SIDING VAPOR BARRIER, MATERIALS PER ARCH WEATHER RESISTIVE BARRIER; HEAD INTERIOR FINISH PPIII WEATHERMATE LAP SEAMS AT INTERIOR FINISH Pillif FLASHING AND SEAL WITH NON ,.:,,,,:.:10,_....... MATERIALS PER ARCH. WEATHERMATE PLUS LAP OVER© WEATHER RESISTIVE BARRIER; LAP SEAMS AT SKINNING BUTYL SEALANT MATERIALS PER O PENING HEAD Orr" HEAD FLASHING VERTICAL LEG, WINDOW HEAD SET IN NON SKINNING BUTYL o ARCH. ! 9"WEATHERMATE STRAIGHT P SEAL WITH BUTYL �_ • FIBER CEMENT PANEL O/BATTENS WEATHERMATE 9"STRAIGHT a ! FLASHING JAMB FLASHINGS FLASHING TAPE LAPPED O/ a BEYOND z N' 9"WEATHERMATE STRAIGHT © I / WINDOW NAIL FLANGE z iø I o 0 u LAP SIDING W!STARTER JAMB FLASHINGS AT EACH II , N - I . © , 24 GA. PRE-FINISHE w z z / ' BARON VERT. BATTENS / END OF OPENING ii D METAL f- �r p 0 z ' puuu HEAD FLASHING FASTEN 16 OC -ti ' I 24 GA. BAKED ENAMEL METAL :1111 °Q 0 0 / j STARTER STRIP / I 9 WEATHERMATE STRAIGHT FLASHING LAPPED OVER LAP SIDING WJ STARTER '°� ,- o W -z - j, HEAD FLASHING; FASTEN 16 OC II I u, _I I. WINDOW FLANGE a I ! ,_ , _ l I ��! STRIP O/VERT. BATTENS o �_24 GA. PRE FINISHED METAL VERTICAL BATTENS W/INSECT SCREEN o! HEAD FLASHING; FASTEN 16"' /! WRAP CLOSURE I`! I, HORIZONTAL BATTEN; REF Al /WP 3.00 FOR 24 GA. PRE-FINISHED METAL `^° Z : I A I �- { / I I \� ' STARTER STRIP I ADDITIONAL INFORMATION IF '-'-' ��-.OC AT BATTENS STRIPS j/ , , 4 `) HEAD FLASHING FASTEN 16 OC AT w J ° u I`;, ! I I i EXTERIOR SHEATHING \ � BATTENS > N z t ` ,III f�1 SPF WOOD HEAD TRIM PER ARCH FULLY PRIMED I I SEALANT PER PULTE DESIGN III j: ''f t f '' o u� w Xx u 1 OVER HORIZONTAL BATTENS FASTEN WITH 2 0• : 24 GA. PRE-FINISHED HEAD FLASHING; _ <: a �,� ) I STANDARD I PRE PRIMED SPF TRIM PER ARCH PRIME oo cn I- r 16d HOT DIPPED GALV NAILS W/FINISH HEADS @ I I ,/ , I`� I ,,r.,., . FASTEN 16 OC � "'� CUT ENDS IN FIELD FASTEN W/16d HOT <' z ► 16"OC, :::: : :ARCH. i �I �i� DPPED GALV NAILS W/FINSH HEAD wpm' I _/ I / : 32OW ` ( I \ !; � .:i.►�. _; NECT `I ! \ FIELD FASTEN W! 16d HOT DIPED GALV NAILS W/FINISH '� �i�/ I i I,1 I 1 "� :-•:3i� I■ ARCH. =:::>:» .... HEAD @ 16 OC, SET, SEAL,AND PAINT PER ARCH. _h I EXPANDING FOAM TAPE BELOW /i 111 ! ri EXTEND BATTENS BEHIND TRIM ! II ! EXPANDING FOAM TAPE BELOW FLASHING. PART NO i� PROVIDE INSECT SCREEN WRAP FLASHING. PART NO. 1639042 I` 1.‘11— ; © DOOR FRAME WITH INTEGRAL I"I �,.� � 1639042 `_�I BRICK MOLD PER ARCH.- :I�:gI '�� SEAL AT SPLICES i 1. CLOSURE 4 ��� i I EXPANDING FOAM TAPE; PART N•. FULLY PRIMED A 1639042 � •� AND AT END DAMS = !!� 24 GA. PRE-FINISHED HEAD FLASHING; �' WOOD STOP PER �I 4 A W!1 PART s € ARCH. , FASTEN 16 OC POLYURETHANE SIKA LASTOMER 511 BUTYL j LOW PRESSURE SPRAY --��'' SWING DOOR FOAM SEALER ►!I 1L SEALANT © 5 DOOR&TRACK SIKA LASTOMER 511 BUTYL LOW PRESSURE SPRAY r PER ARCH SEALANT BEHIND NAIL FIN FOAM SEALER t 4"" VINYL WINDOW INTERIOR COMPONENTS r ___..»....... � PER ARCH. \ 110° r SPLICE ONLY @ 4"" REFERENCE Al WP-4.02 FOR RUNS > 10 FEET REFERENCE Al WP-4.02 FOR REFERENCE Al WP-4.02 FOR HEAD ! + ADDITIONAL HEAD FLASHING 110° ADDITIONAL HEAD FLASHING FLASHING SPLICE �5i� INFORMATION INFORMATION CUT HEM BACK AT A JOINT TO ENSURE A �_� TIGHT FIT AI A4 GARAGE DOOR HEAD SWING DOOR HEAD A3 A2 FIBER CEMENT PANEL SIDING HEAD Al LAP SIDING HEAD J$„4 WP-4.03 SCALE: 3"=1'-0" ARCH REF: WP-4.03 SCALE: 3"=1'-0" ARCH REF: . WP-4.03 SCALE: 3"=l'-0" ARCH REF: WP-4.03 SCALE: 3"=V-0" ARCH REF: 5 VINYL WINDOW PER ARCH 4 A SPF TRIM PER ARCH FASTEN WITH 16d INSTALL SIDING WITH NAIL SPAC' DOOR FRAME WITH INTEGRAL HOT DIPPED GALV NAILS W/FINISH 4 BETWEEN WOOD TRIM A , BRICK MOLD PER ARCH. HEADS @ 16"OC,SET, SEAL AND PAINT PER ARCH.W 1 NAIL SPACE TO BATTEN SPF TRIM PER ARCH FASTEN WITH 16d SCHEDULED GARAGE WINDOW FRAME HOT DIPPED GALV NAILS W/FINISH DOOR&TRACK e 4"WEATHERMATE STRAIGHT ST4RA GHTTFLASH FLASHING HEADS @ 16"OC, SET,SEAL AND PAINT BATTEN FLASHING OVER NAIL FIN AND PER ARCH. WRB WEATHERMATE PLUS � 2 x 4 TRIM PER ARCH 5 9"WEATHERMATE JAMB 4 UP TO NAIL FIN NAIL WIDTH SPACE BETWEEN �• FLASHINGS REF A4/WP 4.01 4 TRIM AND WINDOW FRAME 4 FIBER CEMENT PANEL INSTALL WITH 9"WEATHERMATE NAIL SPACE TO WINDOW TRIM STRAIGHT FLASHING VINYL WINDOW ,0) 2 x 6 WALL FRAMING PER STRUCT. FIBER CEMENT PANEL INSTALL SIDING �wi WITH NAIL SPACE TO DOOR Q mim. I 9"STRAIGHT FLASHING AT JAMB 4 FRAME BATTEN VIlt"IE� WEATHERMATE PLUS - CONTINUOUS BEAD OF %//� -� 9"STRAIGHT FLASHING OVERLAP NON SKINNING BUTYL WEATHERMATE STRAIGHT imitrA I ' ONTO SHEATHING FLASHING ■�v `� ����,SEALANT Ai .f-- ' A WEATHERMATE PLUS WEATHER - '•, I SPF JAMB TRIM PER ARCH _ RESISTIVE BARRIER �� or ! I © ```� �'JI"A"�"�� — SIKA LASTOMER 511 BUTYL Imo. r ��� II Nil EXTEND WRB TO JAMB NAIL SEALANT BEHIND NAIL FIN ,.z::.._�:- a .� _._._._.�._._._._._._._. 1._._._. iiiiiiiiiiiiiii�ii�:�ii II�\ FLANGE 9 WEATHERMATE JAMB "I �j SPF WOOD TRIM PER ARCH %///,//////////////, • -� A N O. DATE ISSUE i !• ! 4.01 — ------- ----- ----` / DOW GREAT STUFF PRO LOW _ _ _ _ __ _ I i07%--- / -%11-./W''/ ��i i P 1 07.27.10 FOR BID ---_�--------------�'-._.-.J I ---------till)- - - 7 SIKA LASTOMER 511 BUTYL PRESSURE SPRAY FOAM SEALER "2 ■� I \ SFO Mill IIIILMIIII 1.1%W, 1 SWING INSTALTIONS AND APPROVED BY in -Iff DOOR 2 081310 FOR PERMIT I W A I WEATHER MATE PLUS SEAL ONTO JAMB FLASH ING PRESSURE SPRAY FOAM SEALER 3 09.9.10 REVISION WITH NON SKINNING BUTYL j FORMULATED FOR WINDOW PROVIDE SOLID BLOCKING AT PANEL EDGES IF NOT (• INSTALLATIONS AND APPROVED BY WALL FRAMING PER PROVIDED BY STRUCTURAL FRAMING REF Al !WP 3.00 4 09.14.10 REVISION © WINDOW MANUFACTURER STRUCT. INSULATION, FOR ADDITIONAL INFORMATION WALL FRAMING PER VAPOR BARRIER, 5 09.23.10 REVISION SIDING PER PLAN INSTALL WITH NAIL STRUCT. INSULATION, INTERIOR FINISH SPACE TO WOOD DOOR JAMB © VAPOR BARRIER, MATERIALS PER ARCH. INTERIOR FINISH WALL FRAMING AND SHEATHING PROVIDE SOLID BLOCKING AT PANEL EDGES IF NOT 6 10.07.10 REVISION MATERIALS PER ARCH. PER STRUCT. INSULATION,VAPOR PROVIDED BY STRUCTURAL FRAMING REF Al /WP 3.00 A FOR ADDITIONAL INFORMATION NOTE BATTENS INDICATED BEHIND BARRIER, INTERIOR FINISH TRIM TYPICAL MATERIALS PER ARCH. B4 GARAGE JAMB DETAIL © B3 SWING DOOR JAMB (B2 \ FIBER CEMENT PANEL SIDING JAMB B1 LAP SIDING JAMB WP-4.03 SCALE: 3"=11-0" ARCH REF: WP-4.03 SCALE: 3"=V-0"-0 ARCH REF: WP-4.03 SCALE: 3"=-1-0"-0 ARCH REF: WP-4.03 SCALE: 3"=1'-0" ARCH REF: 73 DOOR DOW SILL PAN @ CORNERS WINDOW PER ARCH w v, 0 Q) THRESHOLD DAM AS NECESSARY TO FIT UNDER FASTEN FLANGE PER w WIDTH THRESHOLD SET CORNER IN FULL BED TOE BEAD OF NON SKINNING I< OF NON SKINNING BUTYL SEALANT 24 GA. 1/2"X 1/2" BUTYL 4 MANUFACTURERS W j2"" BACK ANGLE VINYL WINDOW PER ARCH. INSTRUCTIONS Ct 2 ' Et..c" -- o 0 SBACK SLIDING DOOR THRESHOLD; SET IN JAMSILL SILL PAN W/END DAMS 0 ANGL- TOE BEAD OF SEALANT BEAD OF SILICONE SEALANT SET WINDOW IN TOE BEAD OF = V° M FASATAN SK 30 MIL BUTYL NON SKINNING BUTYL SEALANT Cl) r BACKED EPDM PAN FLASHING FASATAN SK BUTYL BACKED EPDM � z W � ��► # 1295030 SILL SEALER EXTEND TO JAMSILL, SET IN BUTYL SEALANT SILL PAN, INSTALL PER C4 DI - -- ., BASE OF TRIM PER C41 WP 4.01 /WP4.00 OR C3/C4 WP 4.01 �, e F Q � � I \--% L--, 4 FOR JAMSILL ALTERNATE, SET JAMSILL IN DOOR THRESHOLD [ y' 4 : BED OF ABS COMPATIBLE NON SKINNING ! -. o� BUTYL D I co \ll\ k\v�4\\\�ti�A\4\\ }l.\411\:\ti - �■ SPF TRIM PER ARCH FASTEN WITH 16d HOT 104=1*SEE ALSO INSTALLATION �� �� �� � • � �•��������SEQUENCE SHEET WP 4.02 1/4 X 1/4 KERF CUT AT 4 OC �1 ? I ,� p,I I DIPPED GALV NAILS W/FINISH HEADS @ 16"OC, HE _r SPF TRIM PER ARCH FASTEN WITH 16d HOT DIPPED : I am f Ir ,I \ SET, SEAL AND PAINT PER ARCH. POSITION TRIM %1 1 "S GALV NAILS W/FINISH HEADS @ 16"OC, SET,SEAL AND ( _II, I W I NAIL SPACE TO WINDOW FRAME AND SIDING A. �, 1/4"X 1/4" KERF CUT AT 4"OC i 4 \ PAINT PER ARCH. POSITION TRIM WITH NAIL SPACE TO `'! I0 BEVEL TOP EDGE WHERE PR k__ SPF TRIM RIPPED FROM 2X MATERIAL FASTEN W/16 d gr I FI OUD OF WINDOW I/ I\\\ WINDOW FRAME, BEVEL TOP EDGE WHERE PROUD OF �, " „ 2 X 6 SPF TRIM PER ARCH I/I FRAME, PRIME ALL CUT EDGES WINDOW FRAME PRI NAILS 16 OC BARK SIDE OUT BEVEL EXPOSED _ ' ME ALL CUT EDGES @ _ ■ 1 MIN I/ _ I 104■ t a - 4 1_, I HORIZONTAL BATTEN PROVIDE SOLID BLOCKI CORNER AND INSTALL WITH MODERATE CONTACT TO ■ BLOCKING OR 4 •THRESHOLD, BACK PRIME ALL CUT EDGES ; ( a a I0I , STRAP AT PANEL EDGES IF NOT PROVIDED BY r si„,...1 ■� SILL FLASHING WRAP FROM ► : < i a• S/S a "x "POWERS SPIKE z_ x �k STRUCTURAL FRAMING REF Al !WP 3.00 FOR ®R 24 GA. PRE-FINISHED�METAL `� / �s 2%z ¢ I�I ADDITIONAL INFORMATION WEATHERMATE PLUS WEATHER RESISTIVE• FLASHING FASTEN 16 OC `!! , I �: _'�_ @ 6"O.C. STAGGERED; I/I BARRIER 12"'TARGET STAPPLED UNDER ' / • ---' T FASTEN INTO PRE-DRILLED d• to I� CONSTRUCTION} I / � HOLES ,I WEATHERMATE PLUS WRB TUCKED SILL PAN LOWER LEG -.0/ I� LAP SIDING W/NAIL SPACE BEWEEN I UNDER SILL FLASHING TARGET E EWEEN A °1111.0 A • a I/I A. TRIM AND SIDING 4 1.........t / . a N I/) EXTERIOR SHEATHING BATTENS DRAWN BY. JL, SH, JR•9""WEATHERMATE STRAIGHT I I SILL FLASHING WRAP FROM WEATHERMATE PLUS 0° / - I ," / WEATHERMATE PLUS WRB TUCKED UNDER CHECKED BY: CRM 5 FLASHING COORDINATE p WEATHER RESISTIVE BARRIER 12 TAR ET ST P G A PLED SILL FLASHING TAR L ", I <. , GET ...........1 i LOCATION WITH STRUCTURA o 1 WALL a . - I UNDER SILL PAN LOWER LEG /I 1 "� SCALE: AS NOTED �,��d FASTENING a . _ �� EXTERIOR SHEATHING 5 Ali FRAMING • a- - I ---7f....t_ 24 GA. PRE-FINISHED METAL I i Ø .. 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ASTM D 4869 TYPE III A . ....,................„..,.....,...........,...,.•.•,........".........•.......,.„.:...,„.:....,. •...,...........„.„..:.•. .... .. ,.. .,....,.. ..... .•. ..........•...................,.,...•..........,...•.•....... .....,.......... ...............•......,...........:.............;..... ,............ ......... ... UNDERLAYMENT UNDER ....-.......-...•;,.............-.....•_•.....,.••••••.••••••_•-•..-.••••••••••-•-•••••-"-•------•••••••------.- -.-.-.-.--.-.'.-.-;.•.-.-.-.-.-.7.•.• ;,- UNDERLAYMENT •-•• - - ••• •• ••• ••• ••• - •• •• •• - •••:-.....-..-........-.....•..:,........ •.. .. .. „.... ... ... .. c\I <> RAKE METAL&OVER 19Y2"STARTER STRIP OF ASTM ASTM D 4869 TYPE III • • . . -: .... • •.-.. . .... . ... • .: ..... . . -,..-.,.....-.-,;.•,,..-.....-.......•....-.-....•.......-...........-„..-.-,-.•....:.-.....,....,.....,........;•,.,..........,....‘....,..„.,..,.„........,.., GUTTER FLANGE D 4869 TYPE III FELT •,....•......:,.......•.•,...i.•,..••••••••••,.....•,-•,....;:•...- ;;•,•......•.•...-,...•,-.-.-„-..-.•...,..-.;,...•..i,-..-........-.,-.....-..•.,.....•..:.•..•........•,...:.•...........:.-,.•.i,-....„•..... , APPROVED ALT: AM _ . •-••••••••••••••••.------ -—- ••••••• •.- •••••••••• -.. .-.......-.. ...-....-r..-.- .-..-.......-.-.....-.;;;;.•.•...-....-.-,.- UNDERLAYMENT • . • • • ,.,... ...,..,.......,.,..... ..,,..,.. .,.. • -- •-• •-• •• ••• ••-•••-• .-.-..39 3/8"-•,•••...-.•-•-•...••••••••..•-•......-_---••••-•,•••;,•••-•,-..--...•-•..•-••• ALT: IF STAPLES HEAVY DUTY BY IKO : • :. . : . .• . ' • '. • .. ..• ... ..... ._ --.-.... .-.- ........-. ...•.,..-. .•••. ...•.-.-. ...- .-.. .-.. ,..,..,.. .. .. ... ... ......,........ .. ..,... ...,.... SUBSTITUTED FOR . • . • • •• • • . . . . . . . . ... ......,..... .. .. .. ... .. ........; .. , , , .., . . PLYWOOD DECK-ENSURE THAT DECK IS CAP NAILS IMEDIATE • . . . .. . . . . . . • - . . . . . •. • . ••.. - - -• ••••-- ••• ••••-- -•••• •-•--•-• ••• ••• ••• ••• . .. .. •,..._...:•....-•,.•• •••••••••••••••••7••••-•-•-• - --------------;.-.••••••.-.•-.•.-.•.-. ...'. .'.'.-.-:..... ..•. .. .. ...... ... ... .. . . . . . . . . . . ... ... .. ... .,.. .,.. ... .,.. ... ... .. ... ... .... . . , . . , ,,., • - CLEAN&DRY&DOES NOT HAVE VOIDS OR SHINGLE • • ' • • • . - • • -• • • • . . . . . . . . . . . AREAS THAT ARE NOT SUPPORTED INSTALLATION SHALL .. ....•. .. ••••..• ..• . • • .. • .... .. . .. ••, .... _ /\ GUTTER W/SPIKE& BE REQUIRED A . . . . ... . . . . 0:..... ..... . . ..i..• •• .. • .... • . ..- ... 0 ::. , PLAN VIEW FERRULE ATTACHMENT • , • • - A4 EAVE & RAKE CORNER Pi,2 UNDERLAYMENT LAPPING Al UNDERLAYMENT FASTENING PATTERN \ WP-5.00 SCALE: 3"=11-0" ARCH REF: WP-5.00 SCALE: 3"=1'-0" ARCH REF: WP-5.00 SCALE: 3"=1'-0" ARCH REF: , A, UNDERLAYMENT , .....-.. FASTEN PER MNFR'S .„„.... ,... ...., .....,, H 3/8"0 H 1-.1 40-7/8" , 1 --‘ / :. ,,,II 0 v- — / , N Ili, 4,I III I oilk,111 1„.. ....... •■■,...... REQUIREMENTS SEXHIESATTINHGINEGXTERIOR • , i ( I l DOUBLE HOT DIPPED 1 -4 --z13"FROM EDGE (BOTH SIDES) ..- .......- ....--,041 \IN ik,,„_ ,......_, ......„ __,,,,, , 'w\\‘. .....--- ,--Lgor.vAi■ 50.,ornape le,eAk, GALV., MIN. 12 GA; ..--1.-A4000' Filc.i.,_Jr/ -■■■,"&...• . 31. 78, 1 --.1"FROM EDGE Y2" , r (BOTH SIDES) -...— 13-3/4" , , NO. DATE ISSUE 'E k \i‘ MUST PENETRATE COMPLETELY THROUGH DECKING MIN. 1/4" . , ROOF SHEATHING FASTEN PER MNFR'S 1 07,27,10 FOR BID , , STANDARD GALVANIZED A NAIL / / / • 08.13.10 FOR PERMIT , 1 I / 1 / 1 \\\'' ..., I REQUIREMENTS uN DERLAym E N T VERTICAL OVERLAPS MIN. 500mm EACH SIDE @ VALLEY __---------4 ,.._ _..1,i4or......, ---,tor 3 09.23.10 REVISION CAMBRIDGE 30 AR N*\N i 50°cc`rck SHINGLES BY IKO SEAL SHINGLES W/ ,,k*....,„„:„.... ...... ,i ‘s 0 -- ./Al flil r TESTED NAIL WITHDRAWL RESISTANCE CALCULATION: *NOTE: . ROOFING PLASTIC 11h, 1,1,,...., ".1,,,...... eNG" ---"...---- #12 SMOOTH 1-1/2"NAIL IN 7/16"OSB PANEL AVGERAGE SHINGLES SHALL BE FASTENED W/(4)NAILS. PLACE NAILS CEMENT PER MNFR 4•Allk Illik.,‘"Z_ .............................. „ CAPACITY PER NAIL=29 LBS AS INDICATED, lintiflaNi&NO CLOSER THAN 1"FROM ■11...111 0 likl kiL.-..., ....:-........,.......... --,-r....- 4rAliti. ' # EDGE OF SHINGLE. NAILS SHALL BE HAND DRIVEN; 114-‘ k‘ .... ..... Arfr (4)NAILS PER SHINGLE X 29 LBS/NAIL= 116 LBS/SHINGLE iir TA r4 kl"iii■ , , BD SHINGLE FASTENING PATTERN AT FIELD OF ROOF B2 UNDERLAYMENT LAPPING @ RIDGE&VALLEY B1 NOT USED ( WP-5.00 SCALE: 3"=1'-0" ARCH REF: WP-5.00 SCALE: 3"=1'-0" ARCH REF: WP-5.00 SCALE: 3"=11-0" ARCH REF: -0 CZ L c 0 cu , 10" LLiu Lo I LI Ce e> -.-k. . -. ....- , _.... 10 Ct 2 ce " ..`" ..0 ' RAKE -4— 0 I. ---- 10" I u- co - "0 H 3/8"0 1--.— 1---4 40-7/8" 1 \ / ............. ............. ...f.„.,... ............. 10" 41) r 3'MIN. 8 NOTE: UJ Z = u j ca 0 SUBSEQUENT SHINGLES NOT ,.„....... ANULAR RING SHANK., I I SHOWN FOR CLARITY c D I— co L :: MIN. 11 GA; 1:::::: I -.... g--.13"FROM EDGE (BOTH SIDES) ..- 1 I 1 I .--.'''''''''''''"77:7-"'".'"'-'i''''''":"''''''''..-"'-'''''''':„!•;;a : :-.::1■••■■!'''.:" .4- ",- :]:. '....."'":.•:..:"''''''''''''' "%i*: -- , 7:,:•;,::::. „.....1.....::,,•:.:::„.:77,- -...7-7.7-77.7...: :::: ,.:.,....,,..., _....,,....,.,..,.„..,„. ,.. , ...,,.,,.:it .....;„,,,„„:„........,,.„. ,..,„., , ,.... , ...,_„„ . .., ...:..,. „..,...... ,. . ............ .. • ,•... .. .... . ,..•••...• • .• .,•.,:• .. .„ . ..... ....,.. .. ,.,..„•.,•., . .•„..,..,....„,...,.•.„-„ .... . ,•„...,..,.,.... .. ...... . .. .:. ...,. , ...... .. .:.., , .. .. ,..., . ..... .._. . . ...„:.„ (I) (/) Irr 1:-...::11 7 \ / • ........... ...,..., ............. .......,_ in 3.. 7-, .,.., . _ ----,-.,:q 13-3/4" . =1"FROM EDGE r (BOTH SIDES) • ............ ............ „.......... ............ FULL-WIDTH Iv SHINGLE /rip: ::.r e. , • ../.v:1!.. A V 1 u 4 MIN. V 1 i• FOR , \ / \ / 0 C) 0 CD 1,..._ CONSTRUCTION} , STRAIGHT, GOOD UNDERDRIVEN: OVERDRIVEN: CROOKED: -...._ , .„._._._ ............ ._.„...,. ....!..... ...,....._... ANNULAR RIN EAVE / / • • • / FOR EXPOSED 1 / • \------7 • /-- EAVE PENETRATION AND FLUSH INADEQUATE DECK TOO DEEP, WITH SHINGLE SURFACE PENETRATION CUTS INTO SHINGLE INADEQUATE G SHANK NAIL ANCHORAGE C PROPERLY DRIVEN IMPROPERLY DRIVEN DRAWN BY: JL, SH, JR 1 PERIMETER CHECKED BY: CRM ! , FASTENERS SHALL BE DOUBLE HOT DIPPED GALV. SCALE: AS NOTED , MIN 12 GA.,W/MIN. HEAD DIAMETER OF I". SHANK CAMBRIDGE 30 AR NOTE: SHINGLES BY IKO SEAL SHINGLES W/ r MUST HAVE SUFFICIENT LENGTH TO PENETRATE original sheet size 24 x 36 } NAILS TO BE ANNULAR THROUGH DECKING MIN.i", FOUR(4)NAILS PER TESTED NAIL WITHDRAWL RESISTANCE CALCULATION: *NOTE: ROOFING PLASTIC SHINGLE RING SHANK W/BARBS #11 ANULAR RING SHANK 1"NAIL IN 7/16"T-111 PANEL SHINGLES SHALL BE FASTENED W/(6)NAILS. PLACE NAILS CEMENT PER MNFR AVGERAGE CAPACITY PER NAIL=27 LBS AS INDICATED, inati-MM&NO CLOSER THAN 1"FROM ---0 \ / • • •- NOTE: UNDERLAYMENT NOT PROJECT NO: 20 10.P33940DCS EDGE OF SHINGLE. NAILS SHALL BE HAND DRIVEN; , \ / 111 FIESLDHOOWFNROFOO , RFCSLAEERCITY3I G NOAO (6)NAILS PER SHINGLE X 27 LBS/NAIL= 162 LBS/SHINGLE NAIL PATTERN SHOWN FOR SHEET NAME:N: WP DETAILS R , WP-5.00 FOR EAVE EDGE SHINGLE NAIL PATTERN SHEET NO: SHINGLE NAILING OVER EXPOSED EAVES 1-CD ASPHALT SHINGLE PATTERN Cl TYPICAL FASTENER APPLICATION WP-5.00 SCALE: 3"=1'-0" ARCH REF: KP.-5.00 SCALE: 3"=1'-0" ARCH REF: WP-5.00 SCALE: 3"=1'-0" ARCH REF: WP 5.00 , LEAD CAP OR OPTIONAL LEAD PIPE 24" MIN. 3 RIDGE SHINGLES CUT FROM 3-TAB SHINGLES OR t. FLASHING TURNED DOWN PLUMBING VENT PIPE {� —I USE PRE-FORMED RIDGE SHINGLES FROM MANUF. INTO SOIL STACK 1° (SOIL STACK) FASTEN METAL W/#10 X 1"PANCAKE 0 (DO NOT BLOCK I.D.OF PIPE) HEAD TYPE'A'SCREWS, MIN. 12"O.C. , PIPE PENETRATION; INTO PRE-PUNCHED%2"OVAL HOLES r ift I DOUBLE HOT DIPPED EXTEND METAL FLASHING SET BASE IN MASTIC W GALVANIZED NAILS _ 0 BEYOND TN ' ,ON UNDERLAYMENT � � � LAP VALLEY METAL 8 MIN.&S : FASTEN ONLY THE BOTTOM O ' SELF ADHESIVE MEMBRANE \...\i :. :......... ..".....". .� SET IN TWO BEADS INSTALL RIDGE SHINGLES TO SELF-SEAL I- go 4!\, ./. .._ LAPPED VALLEY METAL.SEE F POLYURETHANE SEALANT WITH UNDERLAYING RIDGE SHINGLE � `.. VALLEY METAL SECTIO B4 P . ,_ -'"�'. . BACKER PLATE SOLDERED - 0 0 5.02 I ' OR SEALED TO RIDGE w . E - \>. / . . © METAL VALLEY FLASHING W/ :. z / FLASHING TO CLOSE GAP. o Q �, /.:``... COMPOSITION UNDERLAYMENT TO EXTEND ;:;;;; LAP EACH ROOF PLANE ' o.- _LAYER OVER RIDGE ..o f ELF-ADHERED HAKE FELT IN :o TO TOP OF STEP w ,,; .. ... .. ., .. . , .. ... ... .. .. DOWN THE ROOF SLOPE r VALLEY v, -� o W I ; 7.. ,/ FLASHING w N N u�. a SHINGLES MIN 7"FROM r �'�'o CENTER OF VALLEY METAL, '' - COUNTERFLASHING W/ o� v� t- w N SET EDGE IN MASTIC o :>='.. WRB AND CLADDING TO z OPTION TO INSTALL :.._: € ���� RUN DOWN OVER °SEPARATE METAL ` m FLASHING CAP 7 ' LRFR 1"CLIPPED OFF SHINGLE ��G CLOSED END RIVETS INTO PIPE AND PREFABRICATED ASPHALT SHINGLE• SET CORNER @ 45° P��' 7uimII: '!' VALL fl i ''. 11111 . isi Q COUNTRFLASH WITH 4" I�` ': STRIP OF SAM BONDED PREFABRICATED STARTER SHINGLE TO BE EVEN TO SUBSTRATE 611A%10 - SET IN FULL FLASHING COLLAR; - .. NIIIIP W/'T'MTL EAVE FLASHING PLYWOOD ' BED OF MASTIC SEAL PIPE TO FLANGE CONNECTION PREFABRICATED . .- ..: t • METAL FLASHING . ........t**,*ft • .• 0,1*/& 4 Cy PIPE PENETRATION NOTE: STORM COLLAR WHERE VALLEY MTL IS HIP FASTENING SIMILAR ASPHALT SHINGLES ' . I I I I UNDERLAYMENT NAILED,STRIP EDGES W/ ♦ — ®U® —U® —�` MIN.4"STRIP OF S.A.M. CUT OFF SHINGLES AT AN OR WEBBING&MASTIC; ANGLE FROM EACH TAB j// DO NOT NAIL WITHIN 6" METAL FLASHING WITH �. //// OF CENTERLINE. STORM COLLAR ��/�//// 4 :: .% //�� SEAL FLANGE TO CUTTING RIDGE SHINGLES ///�� UNDERLAYMENT Wl FROM 3-TAB SHINGLES A4 SOIL STACK PENETRATION //�/ SELF-ADHERED MEMBRANE A3 OPEN VALLEY FLASHING CP:-.2 RIDGE- NON VENTED Al RIDGE MEETS UPPER WALL WP-5.02 SCALE: 3"=1'-0" ARCH REF: WP-5.02 SCALE: 3"=1'-0" ARCH REF: 5.02 SCALE: 3"=l'-0" ARCH REF: WP-5.02 SCALE: 3"=1'-0" ARCH REF: ROOFING UNDERLAYMENT TURNED UP WALL12" . INDIVIDUAL STATIC OR POWER VENT PER ARCH; ROOF VENT; DOUBLE HOT DIPPED OSB ROOF SHEATHING SET BASE IN MASTIC GALVANIZED ROOFING NAILS , FASTEN THROUGH UPSLOPE -: METAL FLASHING W/HEMMED COMPOSITION SHINGLES FLANGE("BLIND-NAIL")TO EDGE UNDER END TO CREATE SECURE VENT . .. 4. * di\ TIGHT CONNECTION PRIMED T1-11 SIDING SQUARE EDGE AT OVERHANGS :\‘• :: W.R.B.TO LAP O/ .. •,• ••CONTINUE FLASHINGS MIN.2" 1441% TRUSS TAILS © :. ` .�. . - UPSLOPE W/ ‘ky,STEP FLASHING , yy SINGLE LAYER OF �7 yyyy` UNDERLAYMENT TOP LAPPED VALLEY METAL _� % .. .. - SECURE TOP LAPPED VALLEY TWO e I 4,"�•.`� 2• 500mm STARTER STRIP \ BEADS OF POLYURETHANE \' .1 ..,y' / %,,�����i . SEALANT / I'�` ... :. : : , / . ....... , . I �1 MIN. ` \ BOTTOM LAPPED LVALLEY METAL. DOUBLE HOT ,\` -. aL .. .. . ...t. ":. i :'∎,- °'''o.,� DIPPED ,� '' J •c s A �—�:; SPIKE&FERRULE DO NOT NAIL EXPOSED NO. DATE ISSUE GALVANIZED �� �� F -� - ''o., ATTACHMENT SURFACE BOTTOM LAPPED VALLEY METAL .—•— ` • ROOFING NAIL o�� 6 MIN. -=': UNDERLAYMENT ii/4 , i _._—._•—• I �: 1 07.27.10 FOR BID g IN �� - 2 08.13.10 FOR PERMIT UNDERLAYMENT /► : ;��.. :.. .. - °a.Iffi1J [ 09.23. 0 REVSION TYP. EXTER WL TH 26 GA. GUTTER CLADDING NOTE: COMPOSITION APRON FLASHING TO BE ASPHALT SHINGLES COUNTERFLASHED 3"MIN W/W.R.B. &CLADDING OR REGLET TALL PROFILE VENT LOW PROFILE VENT B3 VALLEY METAL FLASHING SECTION B3 APRON FLASHING W/KICKOUT B2 EAVE ADJACENT TO PROPERTY LINE B1 TYPICAL VENT PENETRATION WP-5.02 SCALE: 3"=1'-0" ARCH REF: WP-5.02 SCALE: 3"=1'-0" ARCH REF: WP-5.02 SCALE: 3"=1'-0" ARCH REF: WP-5.02 3 SCALE: 3"=11-0" ARCH REF: 73 ai W C ) O > W W O sk , fX 2 U O (DL- O �, LL co - Et _ - r Wz = W CU 2 _cu) .-cm OU) c:10 (I) u i- FOR ..• . CONSTRUCTION 1 c DRAWN BY: JL, SH, JR CHECKED BY: CRM SCALE: AS NOTED original sheet size 24 x 36 PROJECT NO: 2010.P33940DCS SHEET NAME: ROOFING WP DETAILS SHEET NO: WP 5.02 GENERAL: 1. THESE STRUCTURAL NOTES SUPPLEMENT THE SPECIFICATIONS. ANY DISCREPANCY FOUND AMONG THE DRAWINGS, METAL PLATE CONNECTED TRUSSES: ABBREVIATIONS SPECIFICATIONS, THESE NOTES, AND ANY SITE CONDITIONS SHALL BE REPORTED IN A TIMELY MANNER TO THE 1• METAL PLATE CONNECTED TRUSSES SHALL BE DESIGNATED AND MANUFACTURED IN ACCORDANCE WITH "DESIGN ARCHITECT/ENGINEER DESIGN TEAM, WHO SHALL RESPOND TO ANY DISCREPANCY IN WRITING. ANY WORK DONE BY THE SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES", TPI-24 AS PUBLISHED BY THE TRUSS • CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S OWN RISK. PLATE INSTITUTE AND SHALL BE DESIGNED FOR THE FOLLOWING MINIMUM LOADS: AB ANCHOR BOLT HT HEIGHT Cf) 2. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH TOP CHORD = 25 PSF LIVE LOAD ABT ABOUT IN INCH OR INCHES ANY WORK OR FABRICATION. = 10 PSF DEAD LOAD AC ASPHALTIC CONCRETE LBS POUNDS W 3. THE CONTRACTOR IS RESPONSIBLE FOR ALL DEMOLITION AND CONSTRUCTION METHODS, TECHNIQUES, SEQUENCING,AND BOTTOM CHORD = 10 PSF LIVE LOAD (NON-CONCURRENT) ACI AMERICAN CONCRETE INST. LG LONG SAFETY REQUIRED FOR THE WORK. = 5 PSF DEAD LOAD ADD'L ADDITIONAL LL LIVE LOAD TOTAL LOAD =45 PSF +SELF WEIGHT APPROX APPROXIMATE MAX MAXIMUM 4. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND CONSTRUCTION OF ALL ERECTION BRACING, FORM WORK,AND NET UPLIFT (WIND) =5 PSF ARCH ARCHITECTURAL MB MACHINE BOLT 0 TEMPORARY SHORING REQUIRED FOR THE WORK. BBO BEAM BY OTHERS MECH MECHANICAL 5. THESE NOTES SET MINIMUM STANDARDS FOR CONSTRUCTION. THE DRAWINGS GOVERN OVER THE STRUCTURAL NOTES TO 2. THE TRUSS MANUFACTURER SHALL SUBMIT DESIGNS, STRESS DIAGRAMS, SHOP DRAWINGS AND CALCULATIONS BEARING BO BY OTHERS MIN MINIMUM N THE EXTENT SHOWN. THE STAMP OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF PROJECTS LOCATION TO THE ENGINEER-OF- CO BP BASE PLATE MISC MISCELLANEOUS RECORD FOR REVIEW. BLDG BUILDING CO I 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON DRAWINGS AND IN THE FIELD. COORDINATE 3. THE TRUSS MANUFACTURER SHALL SUPPLY ALL HARDWARE,ANCHORAGE,AND METAL SEATS REQUIRED, AND SHALL BM BEAM NIC NOT IN CONTRACT LOCATIONS OF OPENINGS THROUGH FLOOR, ROOFS AND WALLS WITH ARCHITECTURAL PLANS. NOTIFY OWNER'S NO OR# NUMBER < REPRESENTATIVE OF ANY DISCREPANCIES. DESIGN AND INDICATE BRACING REQUIRED TO BE SUPPLIED BY THE GENERAL CONTRACTOR. BOT BOTTOM NOM NOMINAL T" 4. LOWER CHORDS SHALL BE CAMBERED TO PROVIDE FOR DEAD LOAD DEFLECTION AT GYPSUM BOARD CEILING. Q CENTERLINE NTS NOT TO SCALE 06 7. DETAILS SHOWN ON THE DRAWINGS ARE INTENDED TO APPLY AT ALL SIMILAR CONDITIONS AND LOCATIONS. 5. ALL CONNECTION PLATES SHALL DEVELOP THE FULL STRESS IN MEMBER WITH A MINIMUM TRANSFER AT ANY MEMBER OF CLR CLEAR OC ON CENTERS Q 8. DO NOT SCALE INFORMATION FROM STRUCTURAL DRAWINGS. COL COLUMN PCF POUNDS PER CUBIC FOOT F- 2000 LBS. AND MINIMUM SIZE OF PLATES OF 3"X 5". 9. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS, FLOOR ELEVATIONS, SLOPES & RECESSES. CONC CONCRETE PLCS PLACES W 6. TRUSS SUPPLIER SHALL REVIEW ALL OF THE TRUSS, BRIDGING, HANGER, BLOCKING AND WEB STIFFENERS REQUIREMENTS CONT CONTINUOUS,CONTINUITY R, PL PLATE DESIGN CODE: AND ALL CONCENTRATED LOADS PRIOR TO TRUSS FABRICATION. CONT'D CONTINUED PSF POUNDS PER SQUARE FOOT ~ 3� 1. 2009 INTERNATIONAL BUILDING CODE/2010 OREGON STRUCTURAL SPECIALTY CODE DB DROP BEAM PSI POUNDS PER SQUARE INCH ® W 2. ASCE 7-08 SAWN FRAMING LUMBER: DET DETAIL PT PRESSURE TREATED z Lo 3. ALL REFERENCE TO OTHER CODES AND STANDARDS (ACI,ASTM, ETC...) SHALL BE PER THE LATEST OR MOST CURRENT 1. ALL SAWN LUMBER SHALL BE S4S, GRADED IN ACCORDANCE WITH WCLIB RULES#17, OF THE FOLLOWING DIA, 0 DIAMETER R RADIUS W DIM DIMENSION REINF REINFORCING Ct z EDITION AVAILABLE. GRADES: DWG DRAWING REQ'D REQUIRED 4. DESIGN LOADS: STUD, PLATES, HEADERS, BLOCKING - HEM-FIR STUD GRADE DWL DOWEL RET W RETAINING WALL 0 c) ....... ROOF(SNOW LOAD) 25 PSF 2x&4x BEAMS = DF-L NO. 2 EA EACH REV REVISION Z CI FLOORS 40 PSF 6x BEAMS, POSTS = DF-L NO. 1 EF EACH FACE SCHED SCHEDULE w WIND 100 MPH (EXPOSURE B), BUILDING CATEGORY II 2. ALL 2x LUMBER SHALL BE S-DRY, U.N.O. ELECT ELECTRICAL SHT SHEET C SEISMIC DESIGN CATEGORY D1, SITE CLASS D 3. DOUBLE ALL JOISTS UNDER ALL PARALLEL PARTITIONS. ELEV ELEVATION SIM SIMILAR (9 Lll EQUIP EQUIPMENT SPECS SPECIFICATIONS CO R=6.5, Ss=0.942, S1=0.339 4. PROVIDE SOLID BEARING BELOW ALL 2ND &3RD FLOOR POSTS,ALIGN &MATCH POST BELOW W/POST ABOVE. w CO FOUNDATIONS: 5. OVER-FRAMING TO BE 2x6 RAFTERS @ 24" O.C. W/2x4 VERT SUPPORTS DOWN TO MAIN ROOF ©48" O.C. TYPICAL. ETC ET CETERA SQ SQUARE 1. MAXIMUM DESIGN SOIL BEARING PRESSURE = 1500 PSF ASSUMED. 6. WALL STUDS WITH A HEIGHT GREATER THAN 10'-0" SHALL BE SPACED AT 12" O.C. EW EACH WAY STD STANDARD 2. FOOTINGS SHALL BE FOUNDED ON FIRM, UNDISTURBED SOIL OR ON APPROVED STRUCTURAL FILL. 7. POSTS AT WINDOW AND DOOR OPENINGS SHALL BE (1) 2x TRIMMER AND (1) 2x KING, UNO. (E) EXISTING STIFF STIFFENER 3. STRUCTURAL FILL SHALL CONSIST OF CLEAN WELL-GRADED SAND, SAND AND GRAVEL, OR CRUSHED ROCK. EXIST EXISTING STL STEEL 8. (FB) DENOTES FLUSH BEAM INDICATING TOP OF BEAM AT UNDERSIDE OF SHEATHING. FB FLUSH BEAM STRUCT STRUCTURAL 4. THE STRUCTURAL FILL SHALL BE PLACED IN LOOSE LIFTS NOT EXCEEDING 8" IN THICKNESS AND THOROUGHLY 9. (DB) DENOTES DROP BEAM INDICATING TOP OF BEAM AT UNDERSIDE OF FLOOR TRUSSES. fc COMPRESSIVE STRENGTH T& B TOP & BOTTOM COMPACTED TO A DENSE;NON-YIELDING STATE. 10. ' REFER TO DETAIL 1/S7.0 FOR TOP PLATE SPLICE CONDITION. OF CONCRETE, PSI TOC TOP OF CONCRETE cn 5. STRUCTURAL FILL SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY AS OBTAINED BY ASTM MODIFIED 11. REFER TO DETAIL 2/S7.0 FOR FRAMING OF TYPICAL OPENING. FCO FLOOR CLEANOUT TOS TOP OF STEEL PROCTOR. 12. BALLOON FRAMED JOISTS SHALL BE SPACED AT 1'-0" O.C. FD FLOOR DRAIN TS TUBE STEEL 6. ALL FOOTINGS SHALL BE A MINIMUM OF 1'-6" BELOW FINAL GRADES. FDN FOUNDATION TYP TYPICAL 7. BOTTOM OF FOOTINGS SHALL BE STEPPED FROM ELEVATION TO ELEVATION AT 2'-0" HORIZONTAL TO C-0"VERTICAL PRESSURE TREATED (P.T.) LUMBER: FLR FLOOR UBC UNIFORM BUILDING CODE STEPS. 1. MILD STEEL& UNCOATED BOLTS MAY BE UTILIZED TO INSTALL TYPICAL SILL PLATES& HOLDOWN ANCHORS ONLY IF FOS FACE OF STEEL UNO UNLESS NOTED OTHERWISE SBX/DOT CHEMICALS, WHICH ARE NOT INJURIOUS TO THE UNCOATED STEEL,ARE USED IN THE TREATMENT FS FAR SIDE VERT VERTICAL 8. DO NOT EXCAVATE GREATER THAN A 2:1 SLOPE BELOW FOOTING. OF THE SILL PLATE. FT FOOT OR FEET W OR W/ WITH 2. PROVIDE PRESSURE TREATED(P.T.) LUMBER AT ALL MEMBERS IN CONTACT WITH CONCRETE OR MASONRY. GA GAUG FOOTING CONCRETE (CAST IN PLACE): 3. PROVIDE PRESSURE TREATED (P.T.) LUMBER AT ALL MEMBERS PERMANENTLY EXPOSED TO OPEN AIR CONDITIONS. GA GAUGE 1. ALL CONCRETE SHALL BE NORMAL WEIGHT AND SHALL DEVELOP A MINIMUM 28 DAY LABORATORY CURED GALV GALVANIZED ,;, N :,� o COMPRESSIVE- CYLINDER STRENGTH OF 3000 PSI. 4. PRESSURE TREATED LUMBER THAT IS CUT SHALL HAVE THE CUT END TREATED TO RESIST ROT AND DETERIORATION. GRD GRADE 2. CONCRETE FORMS, MIXING, PLACING,AND CURING SHALL CONFORM TO ACI MANUAL OF CONCRETE PRACTICE, LATEST HGR HANGER O V HORZ HORIZONTAL 0, N EDITION AND SPECIFICATIONS. SHEATHING: 'r o o • 1. ALL SHEATHING SHALL BE,APA RATED WITH EXTERIOR GLUE AND PANEL IDENTIFICATION INDEX. HS HIGH STRENGTH 3. CONCRETE SHALL HAVE A MAXIMUM SLUMP OF 4 INCHES. HSB HIGH STRENGTH BOLT Cl.) :: b 4. CONCRETE SHALL BE PLACED IN ONE CONTINUOUS OPERATION. PANEL THICKNESS AND IDENTIFICATION INDEX SHALL BE AS FOLLOWS: CA .r; 1 4 5. ALL BOLTS IN CONCRETE SHALL CONFORM TO ASTM SPECIFICATION A307 AND SHALL BE OF THE SIZE INDICATED ON A) ROOF SHEATHING 7/16" NOMINAL, INDEX 24/16 ; THE DRAWINGS. B) 2ND FLOOR =3/4" NOMINAL, INDEX 48/24 = :r a° 5 3RD FLOOR =3/4" NOMINAL, INDEX 48/24 .: REINFORCING STEEL: C) WALLS = 7/16" NOMINAL, INDEX 24/16 �+ �--� ':. o ¢ 1. REINFORCING BARS SHALL BE NEW BILLET STEEL AND SHALL CONFORM TO: 2. FLOOR AND ROOF SHEATHING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS AND END Ct ® •�A : i.. ASTM A615 GRADE 60 FOR ALL REINFORCEMENT. JOINTS SHALL BE STAGGERED. F; 2. ALL WELDED REINFORCING STEEL, METAL INSERTS AND CONNECTIONS SHALL CONFORM TO IBC STANDARDS. 3. BLOCK ALL WALL SHEATHING WITH 2x4 BLOCKING AT ALL EDGES. = = vE4 ' '''' ') 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. 4. PROVIDE EXTERIOR GRADE SHEATHING AT ALL LOCATIONS PERMANENTLY EXPOSED TO OPEN AIR CONDITIONS. .... vD c, 4. REINFORCEMENT SHALL BE DETAILED, FABRICATED AND PLACED IN ACCORDANCE WITH ACI CODE 318 AND ACI MANUAL - ., x 315, UNLESS OTHERWISE NOTED. ALL REINFORCEMENT SHALL BE FREE OF LOOSE MILL AND RUST SCALE, OIL, DIRT NAILING AND FASTENERS: '' 0 N AND COATINGS OF ANY MANNER THAT WILL REDUCE BOND. ALL REINFORCEMENT SHALL BE CONTINUOUS WITH 3 C4 "' ADEQUATE LAPS. 1. NAILING INDICATED ON PLANS AND DETAILS ARE "COMMON" NAILS. MINIMUM FRAMING NAILING SHALL CONFORM TO �w ° 5. REINFORCEMENT SHALL BE SECURED IN FORMS WITH SUITABLE TIES AND ANCHORAGE TO PREVENT DISPLACEMENT_ 2009 IBC/2010 OSSC TABLE 2304.9.1. SEE DETAILS FOR ADDITIONAL TYPICAL NAILING REQUIREMENTS. SUBSTITUTION o o• BARS ADJACENT TO EARTH SHALL BE SUPPORTED BY CEMENT MORTAR CUBES. OF NAILS OTHER THAN "COMMON" IS NOT PERMITTED WITHOUT PRIOR APPROVAL. i N 2. POWER DRIVEN NAILS OTHER THAN "COMMON" IS NOT PERMITTED WITHOUT PRIOR APPROVAL. 6. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT: 3. ALL FASTENERS SECURED TO PRESSURE TREATED LUMBER OR PERMANENTLY EXPOSED TO OPEN AIR CONDITIONS SHALL A) CONCRETE CAST AGAINST EARTH = 3" BE HOT-DIP GALVANIZED. SiRUCruRA4 B) CONCRETE EXPOSED TO EARTH OR WEATHER #5 AND SMALLER= 1Y2" C) CONCRETE NOT EXPOSED TO EARTH OR WEATHER 4. SHEATHING NAILING SHALL BE AS FOLLOWS ��` GI NE `�� = 3/4" A) ROOF SHEATHING = 8d AT 6",O.C. AT ALL PANEL EDGES �\ k•�12�320 R O� SLABS, #11 BARS AND SMALLER 8d AT 12 O.C.AT ALL INTERMEDIATE SUPPORTS BEAMS AND COLUMNS = 1Y2"#6 AND LARGER = 2" B) FLOOR SHEATHING = 8d AT 6" O.C. AT ALL PANEL EDGES � � 7. PLACE 2'-0"x 2'-0" BARS AT CORNERS AND INTERSECTIONS FOR WALLS AND FOUNDATIONS EQUAL IN SIZE AND 8d AT 12" O.C. AT ALL INTERMEDIATE SUPPORTS t °` SPACING TO HORIZONTAL REINFORCING. C)WALL SHEATHING = BLOCK AL EDGES WITH 2X4 FLAT, NAILING AS INDICATED ON DRAWINGS til OREGON � 8. REINFORCEMENT SPLICES, SHALL BE 44 DIA. (24" MIN.) LAPS. 5. ALL BOLTED CONNECTIONS SHALL BE MADE WITH MACHINE BOLTS (MB) CONFORMING TO ASTM A307. ALL BOLTS AND VI Y 15,19$� \.r 9. UNLESS NOTED OTHERWISE, PROVIDE SHRINKAGE &TEMPERATURE REINFORCEMENT IN ALL SLABS. LAGS SHALL BE INSTALLED WITH STANDARD WROUGHT WASHERS, UNLESS NOTED OTHERWISE. 1,11 ,4 10. REFER TO DETAILS 1/S6.0 &2/S6.0 FOR TYPICAL STEM/FOOTING REINFORCEMENT. 6. JOIST HANGERS, HOLDOWNS,AND OTHER FRAMING ACCESSORIES ARE REFERRED TO ON PLANS BY PARTICULAR TYPE J. El` AS MANUFACTURED BY SIMPSON COMPANY. ALL HARDWARE IS TO BE FASTENED PER MANUFACTURER'S SPECIFICATIONS, MANUFACTURED JOISTS: U.N.O. ExPiRES112-31-20 11 1. ROOF AND FLOOR FRAMING DESIGNATED "AS MANUFACTURED SHALL BE THE TYPE AND SIZE INDICATED ON DRAWINGS,AND 7. ANY REQUIRED EPDXY ANCHORS SHALL BE ADDRESSED ON A LOT BY LOT BASIS BY ENGINEER OF RECORD. ENGINEER OF RECORD MANUFACTURED BY OTHERS SHALL BE CONTACTED FOR DESIGN & DETAILING OF EPDXY ANCHOR PRIOR TO ANY WORK BEING COMPLETED. ALL EPDXY WORK SHALL BE SUPERVISED BY A SPECIAL INSPECTOR,AND INSTALLED AS RECOMMENDED BY THE MANUFACTURER. U = W o 2. ALL BEAMS DESIGNATED"PSL"SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS: < < -, N Fb-2 900 psi, Fv=328 psi, 8. SILLS AT WALLS SHALL BE BOLTED TO CONCRETE WITH 1/2" DIAMETER X 10" LONG ANCHOR BOLTS WITH Fb=2,900 - E=2.0 MILLION ,- „ ,- „ U o 3. ALL BEAMS DESIGNATED "LSL" SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS: Ya x 3"x 3" PLATE WASHER BETWEEN SILL PLATE AND NUT AT 4'-0" O.C. MAXIMUM AND WITHIN 1'-0" OF SILL PLATE Fb-2325 psi, Fv=460 psi, E-1.55 MILLION ENDS, CORNERS OR SPLICES, UNLESS DETAILED OTHERWISE. ° o o 4. JOIST SUPPLIER SHALL DESIGN IGN CALCULATIONS BEARI OF A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF THE PROJECT TO THE ARC H TE C T/E NG ENGINEER FOR REVIEW. LEGEND AND SYMBOLS 0 1.11 W uJ(75 = Q 5. TRUSJOIST SHALL SUPPLY JOISTS, BRIDGING, HEADER HANGERS, BLOCKING, NOTCHED PLATES AND OTHER ACCESSORIES ° 0 c.) NECESSARY FOR THE PROPER ERECTION & PERFORMANCE OF THEIR PRODUCT. 6. TRUSJOIST TRUSSES&JOISTS SHALL BE ERECTED AND BRIDGED IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND SPECIFICATIONS. + + 7. LAMINATE MULTIPLE JOISTS WHERE INDICATED ON DRAWINGS AS PER JOIST MANUFACTURER'S RECOMMENDATIONS. BEARING WALL ELEVATION LETTER 8. DESIGN ROOF AND FLOOR JOISTS FOR LOADS SHOWN BELOW: FLOOR LIVE LOAD = 40 PSF AS ROOF SNOW LOAD = 25 PSF + Jr NON-BEARING WALL ELEVATION VIEW 9. CONTRACTOR TO VERIFY ALL WEIGHTS AND LOCATIONS OF CONCENTRATED LOADS DUE TO ROOF TOP MECHANICAL VP cn UNITS, MECHANICAL PIPING, ELECTRICAL UNITS, FOLDING PARTITIONS,AND OTHER CONCENTRATED LOADS PRIOR TO JOIST FABRICATION. SHEET WHERE DRAWN z z 10. CAMBER ALL JOISTS AS PER MANUFACTURER'S RECOMMENDATIONS. INDICATES HOLDDOWN ANCHOR o 11. JOIST SUPPLIER SHALL INSPECT ALL THE JOISTS, BRIDGING, HANGERS, BLOCKING, WEB STIFFENERS,AND ALL OTHER TYPE AND LOCATION A 0 CCESSORIES TO ASSURE THE INSTRUCTIONS AND SPECIFICATIONS WERE FOLLOWED AND PROVIDE THE DESIGN TEAM _ _ WITH A FINAL REPORT. FOUNDATION I STEM WALL SECTION LETTER o 12. IF JOISTS ARE SUPPLIED OTHER THAN THOSE SPECIFIED, THE JOISTS SUPPLIED SHALL MEET OR EXCEED THE SHEAR - CAPACITY, MOMENT CAPACITY,AND STIFFNESS PROPERTIES OF THE JOIST SPECIFIED IN A SIMPLE SPAN CONDITION. SEE SHEARWALL Aft SCHEDULE FOR TYPE BUILDING SECTION GLUE LAMINATED MEMBERS: WV _ 1. ALL GLUE LAMINATED TIMBER BEAMS SHALL BE DOUGLAS FIR GRADE 24F-V4 AT ALL SIMPLE SPAN BEAMS AND GRADE SHEAR PANEL a. ::::<<>::<<:>��::><<::>:<:><: SHEET WHERE DRAWN 24F-V8 AT ALL CANTILEVER AND CONTINUOUS SPAN BEAMS, UNLESS OTHERWISE SPECIFIED ON THE DRAWINGS. I '> >«r l::<<:::::::>::>::»:..:>::>::>::>::>::>;;:.:. - 2. ALL GLUE LAMINATED TIMBER SHALL BE FABRICATED IN ACCORDANCE WITH AITC 117-93 MANUFACTURING, USING DF `f' LUMBER AND WATERPROOFING ADHESIVE. EACH MEMBER SHALL BEAR AN AITC IDENTIFICATION MARK AND BE SEE O SCHEDULE HEDDULE ULL FOR TYPE -a ACCOMPANIED BY AN AITC CERTIFICATE OF CONFORMANCE. w m 4 3. GLUE LAMINATED TIMBER BEAMS SHALL HAVE CAMBER AS INDICATED ON THE DRAWINGS. co 4. ALL GLUE LAMINATED MEMBERS SHALL BE NOTCHED, SHAPED AND FINISHED AS PER PLANS AND SPECIFICATIONS. ^ Oz °' V BREAK INDICATOR _c r cn 1 = n. in U a - Qi Q. N i co 0 SHEET NO. co Tts C 0 CZ L S 1 CD E c L n JOB NO. D CEN-090 ---------- _ _ 1 KEY NOTES O SIMPSON CMST12 x AS SHOWN PER DETAIL 10/57.0 17 2 x 6 DECKING SECURED TO EA JOIST W/(2) 16d NAILS ® SIMPSON CCQ66 18 (2) SIMPSON SDS SCREWS Y 0 x 4%" © 12" O.C. 3 SIMPSON ACE6 SIMPSON LUS26 EA JOIST Up 19 SO @ 4 SIMPSON ACE4 P 20 POSTS FOR HANDRAILS. REFER T FO TO DETAIL 34/S7.2 ILI • SIMPSON HUC48 21 SIMPSON ABA46 W/WEDGE-ALL 6 SIMPSON LGT3 22 SIMPSON ABA66 W/WEDGE ALL O 7 OALL MEMBERS PERMANENTLY EXPOSED TO OPEN AIR DIAPHRAGM SHALL BE BLOCKED AT HATCHED AREA 2E N CONDITIONS SHALL BE PRESSURE TREATED LUMBER 23 ©W/8d NAILS 2%" O.C. EDGES, 12" O.C. FIELD. = I DIAPHRAGM SHALL BE BLOCKED @ HATCHED AREA FRAMING AT ADJOINING PANEL EDGES SHALL BE (2) 2x z ® WI 8d NAILS ©6" O.C. EDGES, 12" O.C. FIELD MIN&NAILS SHALL BE STAGGERED r ® HEADER SHALL EXTEND OVER SHEARWALLS 24 DIAPHRAGM SHALL BE BLOCKED AT HATCHED AREA J W/8d NAILS ©6" O.C. EDGES, 12" O.C. FIELD O (/) 10 SIMPSON HUCQ412 11 BALLOON FRAMED WALL. PROVIDE WALL STUDS Z El-" 0 ALIGN FLOOR JOIST WITH SHEARWALL 25 @ 12" O.C. W SIMPSON LTT19 W5/8" 0 x 6" LAG SCREWS O J 1 SIMPSON HUC46 (MAX NAILING) ,73--,\ I-PER DETAIL 37/57.2 � Lo 13 STRAP ENDS OF BEAM PER DETAIL 12/S7.0 27 SIMPSON AC6 14 SIMPSON ECCQ5-6 CL CL CL ® 0 O 15 SIMPSON HUC414 28 SIMPSON LBV1.81/14 z 88'-0" z 16 EXTEND WALL SHT'G THROUGH PERPENDICULAR / I D CD E 6 WALL PER DETAIL 16/S7.1 O. INFILL WALL AS NEEDED ,� ,� O J 20-0 16-0 16-0 16-0 20-0 U , Q� / / / / / W D 4'-71„ ,_ 1„ „ 4'-71„ „ 61,, „ 4'-71.' „ 61" „ 4'-71„ „ 61" „ 4'-71„ „ 2'-61" „ co / 2 / 2'-10" / 2I-6-2 / 10-0 / 2 / 2-10 k 8-0 2 / 2-10 I./ 8-0 / 2 / 2-10 8-0 _ , 2 / 2-10 / 2 / 10-0 • , = ANCHOR SCHEDULE \ \ } 1 7 - . .. . ... - CO SSTB28L i 0 0 e G1/- I U SSTB24 = 171 I•" 1 I? 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(2) 2 x SILL • ( I y / � / / PLATE SSW15x7 SSW12x7 SSW15x7 SSW15x7 SSW12x7 (2)2 x SILL TEMPLATE PLATE `t `� O I TEMPLATE TEMPLATE \ TEMPLATE TEMPLATE �I] ::::: 1 \ `., W/ANCHOR W/ANCHOR I W/ANCHOR < U ° TOW TOW I TOW I W/ANCHOR W/ANCHOR I Q • BOLT PER BOLT PER 187.737 BOLT PER BOLT PER BOLT PER I TOW TOW d- 0 187.904 187.904 \' 1 © 189.904 189.904 °w o TOW \ SCHEDULE SCHEDULE SSW21x7 SCHEDULE TOW SCHEDULE SCHEDULE I z z• �= �� , \ \ TEMPLATE 0 186.737 ©r TOW o 187.737 ©O' �� `--I a w Cli H v c� - ,i o I,Q� 187.737 o W/ANCHOR I , Ii.::: © -. 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W z ct I LOT 17 21 TOW 185.56 _c TOW 185.56 TOW 186.56 TOW 186.56 TOW 187.56 W U Q Q Q a) A SUPPLEMENTAL FOUNDATION PLAN (FOR INFORMATION ONLY) --,---6- o S2.1 SCALE: 1/4" = 11-0" SHEET cC; CO z0 CO a) 52 0 111 ca JOB NO. CEN-090 , ,_._. 1 HOLDOWN SCHEDULE KEY NOTES BEAM SCHEDULE POST SCHEDULE HOLDOWN ATTACHMENT COMMENTS 0 SIMPSON CMST12 x AS SHOWN PER DETAIL 10/S7.0 17 2 x 6 DECKING SECURED TO EA JOIST W/(2) 16d NAILS O (2) 2 x 8 10 5Y 2x 14 PSL (FLUSH BM) 0 4 x 4 H (2) 2 x 6 TRIMMER M (2) 2 x 6I TRIMMER Z 03 SIMPSON CC 66 8 2 SIMPSON SDS SCREWS Y4" 0 x 4Y2" 12" O.C. ® 4 x 6 O (1)2 x 6 KING 0 6 x 6 KING w � Q O c ) © ® Q Alk NOT REQUIRED NA NA 3 SIMPSON ACE6 ® (2) 2 x 10 16 5Y8 x 10Y2 GL (DROP BM) 0 O 19 SIMPSON LUS26 @ EA JOIST ) 6 x 6 { (2) 2 x 4 TRIMMER N (2) 2 x 4 TRIMMER ......J p 6x6DF#1 O (1)2x4 KING (3) 2x4KING a. AIL ® SIMPSON ACE4 20 POSTS FOR HANDRAILS. REFER TO DETAIL 34/57.2 ® 4 x 8 (i) 4 x 6 O SIMPSON SSTB24 ANCHOR EMBED 205/8" INTO PROVIDE#4 DOWELS ® SIMPSON HUC48 13/4x E (2) 2 x 4 J (3)2 x 4 0 1 2 x 6 TRIMMER v N SIMPSON HTT5 FOUNDATION. NAIL STRAP TO DOUBLE STUDS W/ W/STANDARD HOOK O 21 SIMPSON ABA46 W/WEDGE-ALL ED 3 x 9 GL 18 14 TS/LSL (FLUSH ( ). Ys BM) E K (2)2 x 6 O (3) 2 x 6 KING Z (26) 10d COMMON NAILS. @ EA HOLDDOWN BOLT 6 SIMPSON LGT3 1 2 x 6 TRIMM R O 22 SIMPSON ABA66 W/WEDGE ALL O (1) � ALL MEMBERS PERMANENTLY EXPOSED TO OPEN AIR ® 3Y8 x 10%2 GL 19 5y8 x 16Y2 GL (FLUSH BM) (2) 2x 6 KING _ L (1) 2 x 6 TRIMMER O 6 x 6 DF#1 SIMPSON SSTBL28 ANCHOR(%" 0 THREADED ROD W/ O DIAPHRAGM SHALL BE BLOCKED AT HATCHED AREA O STD NUT AT EMBEDDED END,AT INTERIOR SHEARWALL) PROVIDE 2 #4 DOWELS CONDITIONS SHALL BE PRESSURE TREATED LUMBER 2 W/8d NAILS @ 2Y2" O.C. EDGES, 12" O.C. FIELD. ® (3) 2 x 6 6 x 6 KING Q t- EMBED 247/" INTO FOUNDATION/8"AT INTERIOR STANDARD DIAPHRAGM SHALL BE BLOCKED @ HATCHED AREA O FRAMING AT ADJOINING PANEL EDGES SHALL BE (2) 2x O 5Y8 x 12 GL (DROP BM) 20 5)'x 15 GL (24-V8) Q W/ HOOK SIMPSON HDQB SHEARWALL. SCREW STRAP TO (3)2x STUDS W/ W/8d NAILS 6" O.C. EDGES, 12" O.C. FIELD MIN & NAILS SHALL BE STAGGERED © @ EA HOLDDOWN BOLT @ O 3Y2 x 14 TS/LSL( FLUSH 21 GIRDER TRUSSES F- (20) SDS Y4 x 3 SCREWS. EDGE NAIL WALL SHT'G TO ® HEADER SHALL EXTEND OVER SHEARWALLS DIAPHRAGM SHALL BE BLOCKED AT HATCHED AREA BM) BY OTHERS EACH 2x PER DETAIL 5/S6.0& SHEARWALL 24 W/8d NAILS @ 6" 0.C. EDGES, 12" O.C. FIELD J SCHEDULE. (3) 2x SHALL BE FULL HEIGHT&SECURED 10 SIMPSON HUCQ412 BALLOON FRAMED WALL. PROVIDE WALL STUDS O8 (2)2 x 4 22 2 x 8 LEDGER WALL IDENTIFICATION EACH UNIT HAS BEEN ENGINEERED .. TOGETHER W/ 16d NAILS @ 6" O.C., EA SIDE. 11 ALIGN FLOOR JOIST WITH SHEARWALL 25 @ 12" O.C. 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STUDS BM/HDR BELOW PER 11/57.0 J j ,j 0 0 0 © = 0 0 O Q 0 Q® p 0 ® a 0 ® Et 0 Alk 24 - 16d NAILS TOP INTO DBL. STUDS& WRAP AND NAIL STRAP TO ©" O � 1 O 0 33 SIMPSON MST60 (24)- 16d NAILS @ BOTTOM INTO DBL. STUDS BM/HDR BELOW PER 11/57.0 57.2 Q BELOW. (CENTER STRAP ON FLOOR CAVITY) & 12/57.0 IF APPLICABLE 25 •o, 04ND ® (DO* m 0410 @ m 000 "" :::: (17)- 16d NAILS @TOP AND BOT FOR EA STRAP INTO WRAP AND NAIL STRAP TO :' �' U Alk (2) SIMPSON 6x6 POST. STAGGER STRAPS ON OPPOSITE SIDES OF BM/HDR BELOW PER 11/S7.0 SIM $I"M SIM �� 4 '�8 MST48 EA END POST AND CENTER STRAPS ON FLOOR CAVITY & 12/57.0 IF APPLICABLE 4 6 ®®® 6 ® 6 • I� ,.57.0 0�� 57.0 57.0 57.0 57.0 0� _.Alk (2) SIMPSON (24)- 16d NAILS @ TOP AND BOTTOM FOR EA STRAP WRAP AND NAIL STRAP TO ►� ; © ; ; ; - Q) .'...4 M E D INTO 6x6 POST. 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STAGGER STRAPS ON OPPOS BMIHDR BELOW PER 11/57.0 << O Q O 0 © © He © © r Li:e O O a O O: O © Q O O O OaO ' '10 CMST12 x 96" EA END 0 © 0 0 0 © © 0 C� o :;.OF POST AND CENTER STRAPS ON FLOOR CAVITY & 12/S7.0 IF APPLICABLE © :> �/ :;- •.NOTES: ?<1. DOUBLE STUDS SHALL BE LAMINATED TOGETHER W/ 16D NAILS @ 6" FULL HEIGHT(TYPICAL). If 6 2. PROVIDE HOLDOWN NOTED WITHIN 6" OF EACH END OF EACH SHEAR WALL SHOWN ON PLANS. O '<> Q TYP,UNO <:' O O TYP,UNO Q S7.0 ::3. ALL 16d NAILS SPECIFIED IN HOLDOWN SCHEDULE ARE TO BE 16d SINKERS(0.148 x 3 Y4") MIN. Q 17 0 Q '< 17 ® :-4. IF HOLDOWN STRAP OCCURS @ BEAM OR HEADER BELOW, PROVIDE SAME STRAP @ EACH END OF _ :"/ �:•r'%BEAM TO SUPPORT POST AS HOEDOWN STRAP ABOVE REFER TO DETAIL 12/57.0. ° TYP UNO `� `' 0 TYP UNO w ,; v) zo 5. HOLDOWN ANCHOR VALUES ARE BASED ON MONO POUR FOUNDATIONS ONLY. { ff 1, ; r..: O 6. REFER TO DETAILS 13/S7.0& 14/S7.0 FOR HOLDOWN INSTALLATION. .� N O 7. REFER TO DETAIL 15/S7.1 FOR HOLDOWN INSTALLATION. •TYP, UNO s. 4-0 3-6 -L`i VP � ' ® © SiRIJCTURAt ` pPRO[f�+ SIM SIM OPTIONAL �� 6 10 �� GENE `f0 10 0 0 0 �` ��12,320 4 t S7.0 0 7) - p 0- Q 57.0 � � f 8 8 . .$ ‘ d 57.0 23 .:,.:, o , 0- AIL ..ft :-,:.-.,SHEARWALLSCHEDULE !-4 , io r `'� 9::::. o IV 0 IV r 0 PI • 0 `�' N EA WALL INFORMATION SILL PLATE: @ CONC. RIM JOIST COMMENTS Pk ,SH R CONDITION �O :_ = © :. 9 - � EXPIRES 12-31-2011 @ JOIST OR BLK'G a @� „ 1, 9 57.0 Y"APA RATED SHT'G ONE Y2 x 10 AB's @ SIMPSON LTP4 @ A 39" OC (EMBED 7"} 24" OC RIM JOIST SEE NOTE 1, 2 .0'`f , 0 0 O 57.0 S7.0 ' I `� '©.:'.• 0 0 lir- •S{DEW/8d NAILS @6 OC r: v o EDGES & 12" OC FIELD 16d @ 6" OC TO PLATE BELOW � 0.0 , ® (i) >:: Q U e 1 ,_ n , 1 11 11 , O O 1 /2 X 10 AB's @ SIMPSON LTP4 B / APA RATED SHTG ONE @ 0 © ® I 12" OC (EMBED 7") 16" OC RIM JOIST SEE NOTE 1, 2, 3 y` 24 lir SIDE W/8d NAILS @ 4 OC L 1:-= � o -,. ' , , . et .EDGES& 12" OC FIELD 16d @ 4" OC TO PLATE BELOW 1 II II 1 ® 0 _ U L i Y" HT'G ONE Y x 12 AB's @ SIMPSON LTP4 • Mr 1 . ' ' APA RATED S 0 @ © ,i OPEN �: 0 24 0 12" OC (EMBED 7") II SEE NOTE 1 2 3 4 :' © M OF'::EN 0 i'` cn w r Tre SIDE W/8d NAILS @ 2 OC 9 OC RIM JOIST � ,. - _- �.� _ .. --, o ° 0 ° EDGES& 12" OC FIELD 16d @ 3" OC TO PLATE BELOW ` ® " GO N-1-1 24 Y :: >r WI p Y°APA RATED SHT'G BOTH Y2"x 12"AB's @ SIMPSON LTP4 @ O L 12 OC EMBED 7 11 Pal :r•• lir SIDES W/8d NAILS @ 4 OC (EMBED ) 8 OC RIM JOIST SEE NOTE 1, 2, 3, 4 �: _�•_ ,. r<: EDGES & 12" OC FIELD 16d @ 3" OC TO PLATE BELOW ` i 0 0 II II 57.0 <:.©..-0 O .. '.0 .� �� x12 AB's Yz APA RATED SHT G BOTH 2 a' SIMPSON LTP4 @ _ _0 11 v v 0 o © Tiir SIDES W/8d NAILS 2" OC 7 OC (EMBED 7 ) 5" OC RIM JOIST SEE NOTE 1, 2, 3, 4 _ _ ",0 16d 2" OC TO PLATE BELOW _ ' EDGES & 12" OC FIELD @ ! v L. a.. VJ O 2'1 n : f•r: 3 Ailik TA TO TOP PLATE t`. ATTACH 0 C - . 20 .. P N SSWAB HS EA D • IM SS lir SSW12 x 7 END (EMBED 12" INTO FTG) N/A OR HEADER W/(4) SDS 0 Lw 0 11 SIM •: -•.., _ '- SIM A z .� , N/A Y4 x 3Y2 SCREWS. SEE a 26 AI 0 +. _ i o h 6 v o a 26 0 26 NOTE 5 `f v II 0 S7.1 ° ® 0 ® O 1 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE �� 0 0 0 ® ® 0 :END EMBED 14" INTO FTG © _� ,S O 29 S ©Jrir? 0i0 :' w .......,• SSW15x7 ( ) N/A OR HEADER W/(6) SDS _■ - ® 0 ® = ` N/A Y x 3Y SCREWS. SEE O':` , O © m LU J co .-) :i NOTE 5. 0'C ." f"1 :. � ,;i ® © O .. ® O r O O J O f :•;:«-irrf,•;r«frri>'�� ' r �m' ...r. .� �..�., �I�+� i.� v .i .; :i;:.�;•<i:':.::::,f l.f 1 .4. i.:•r:::::•:::::::::rfiii::%i:/r'r.,..�'4• 2N�,r ..:: ,...: •r ,.:: ,. ..., � �.. .1 :. •, .:- L�:;Gr, � ,:,r:: . ::;,.1 0 SIMPSON SSWAB HS EA w.. r . �.,.: : .,_.,:,,�, �.�...ATTA H TO TOP PLATE . : .ff . ' -.�', ..:: '; {::i:: ': / . ;f.�.V !i:11 END (EMBED 14 INTO FTG) OR HEADER W/ 12 SDS r�. ,•;``;:_ ,j;:: `} :: ' :.::.a� 0��� /:,r: • 0 �_ �, ::, ;f,; ;r;:: ,:,.;..:., ..;: ® ■. : . f ...r ,yam,®�:rf;.Aliii■ SSW21 x 7 N/A ( ) 0 � -�®:-,:.:.:` ;:,,,: .�I� , _- .- 0 - - - � � � - - 0 - - - � © Q � ,,; ,� :O r ;f:: : f f f: /: /:. /.r v r� :'fif '%rr: � :'}, i-i/'-' J f:' Nr gagMat v - a ... : ..: � r N/A Y4 x 3Y2 SCREWS. SEE �0 0 `/f f asw :: , - 0,zx r $ , a�ae�a�1� '" k't36�S�BLhF:f: :.NOTE 5 }, , �. .�� . . 0 kral28 a ��,�0 , ► 1" 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE 0 © D 0 A w ■�.r � '���� © ® D © 0 O Q D �i END EMBED 14 INTO FTG OR HEADER W/ 14 SDS .. 0 .. "71 © " �. 0 0.'- 9 ( ,I ) N/A ( ) �0 0 i ' ® � © .,v � ►`�w�. ���� ,S ►` _ _._".. � © `®` SSW24 x 7 ►� _ � 0 . 0 © F •-. � .. 0 © w -a N/A Y4"x 3Y2 SCREWS. SEE NOTE 5. .�= �,: ���0 0 . - ---- � o�o TYP� Go 0 0 O ►, ►�� © � Vii© Q TYP® d a� NOTES. ___.I. 0 - �l 1.Y4"x 3"x 3" STEEL PLATE WASHER REQUIRED AT EACH ANCHOR BOLT BETWEEN SILL PLATE AND NUT. 0 0(1? 2. IF AB SPACING IS GREATER THAN SHEAR WALL LENGTH INSTALL (1)AB WITHIN 12" OF EACH WALL END. 3 © O 0 . 0 - 3. FRAMING AT ADJOINING PANEL EDGES SHALL BE (2) 2x MIN, FASTEN TOGETHER W/ 16d @ 6" O.C.AND NAILING OF 0 © 0 0 ADJOINING WALL SHT'G ARE TO BE STAGGERED. 0 0 w �. 4. PROVIDE (2)2x MIN SILL PLATE AND CHANGE SILL PLATE NAILING FROM 16d COMMON NAILS TO 20d BOX END NAILS. UNIT A UNIT A ° E VERIFY SPACING OF ANCHOR BOLTS. UNIT C, UNIT C 5. PROVIDE (2)#4 DOWELS W/STANDARD HOOK @ EA HOLDDOWN BOLT. U NIT B LOT 21 LOT 17 LOT 18 LOT 20 SHEET NO, 0 LOT 19 (-=-0 c-a Q Q 1:_cT3) S3 A MAIN FLOOR SHEARWALL & SECOND FLOOR FRAMING PLAN SCALE: 1/4" = 1'-0" I , , JOB NO. CEN-090 U, , _______________ ,_ __________. . , BEAM SCHEDULE SHEAR WALL SCHEDULE KEY NOTES POST SCHEDULE a (2)2 x 8 10 5Y2 x 14 PSL (FLUSH BM) ' 1O SIMPSON CMST12 x AS SHOWN PER DETAIL 10/S7.0 17 2 x 6 DECKING SECURED TO EA JOIST W/(2) 16d NAILS UA 4 x 4 H (2) 2 x 6 TRIMMER M (2) 2 x 6 TRIMMER UR) SHEAR WALL INFORMATION SILL PLATE: @ CONC. RIM JOIST COMMENTS SIMPSON CC 66 18 (2) SIMPSON SDS SCREWS 0 x 4%2" 12" O.C. 2 (2) 2 x 10 (i) 5Y8 x 10%2 GL (DROP BM) g 4 x 6 O (1) 2 x 6 KING ® 6 x 6 KING Z® Q o { ) @ 0 o w @ JOIST OR BLK'G CONDITION - Q 1 "x 10" AB's 3 SIMPSON ACE6 19 SIMPSON LUS26 EA JOIST 0 @ 3 4x8 17 4x6 ® 6 x 6 I (2) 2 x 4 TRIMMER N (2)2 x 4 TRIMMER ,� A / APA RATED SHT'G ONE /2 „ @ SIMPSON LTP4 @ O p 6 x 6 DF#1 0 (1) 2 x 4 KING o {3) 2 x 4 KING 1r SIDE W/8d NAILS @ 6" OC 39 OC (EMBED T') 24" OC RIM JOIST SEE NOTE 1, 2 ® SIMPSON ACE4 20 POSTS FOR HANDRAILS. REFER TO DETAIL 34/S7.2 1/4 x 14 TS/LSL(FLUSH o 12" 6" 4 3Y8x9GL 18 ® (2) 2x4 (3) 2 0 r EDGES& 12 OC FIELD 16d @ 6 OC TO PLATE BELOW ® SIMPSON HUC48 O O BM) o { ) J O __ (1) 2 x 6 TRIMMER 0 ' 1 „ 0 21 SIMPSON ABA46 W/WEDGE-ALL --__ x 10 AB's _o APA RATED SHTG ONE @ SIMPSON LTP4 @ SIMPSON LGT3 - 1 1 1 (1) 2 x 6 TRIMMER K (2) 2 x 6 (3) 2 x 6 KING N B 12" OC EMBED 7" ® S SO G SIMPSON ABA66 W!WEDGE ALL ® 31/8 x 10/2 GL CDs 5/8 x 16/2 GL (FLUSH BM) F 1r SIDE W!8d NAILS @ 4 OC ( ) 16" OC RIM JOIST SEE NOTE 1, 2, 3 o (2) 2x 6 KING P 6x 6 DF#1 - = 1 EDGES & 12" OC FIELD 16d @ 4" OC TO PLATE BELOW 7 ALL MEMBERS PERMANENTLY EXPOSED TO OPEN AIR DIAPHRAGM SHALL BE BLOCKED AT HATCHED AREA 1 L (1) 2 x 6 TRIMMER o O 2 h- CONDITIONS SHALL BE PRESSURE TREATED LUMBER „ „ O 5/8 x 12 GL(DROP BM) 20 5Y8 x 15 GL (24-V8) G (3) 2 x 6 0 6 x 6 KING © %"APA RATED SHT'G ONE Y2"x 12"AB's @ SIMPSON LTP4 @ 23 W!8d NAILS @ 2Y2 O.C. EDGES, 12 O.C. FIELD. o - Q SIDE W/8d NAILS 2" OC 12" OC (EMBED 7") 9" OC RIM JOIST SEE NOTE 1, 2, 3, 4 8 DIAPHRAGM SHALL BE BLOCKED @ HATCHED AREA FRAMING AT ADJOINING PANEL EDGES SHALL BE (2) 2x 7 3Y2 x 14 TS/LSL( FLUSH 21 GIRDER TRUSSES @ 3" O W/8d NAILS @ 6" O.C. EDGES, 12" O.C. FIELD MIN & NAILS SHALL BE STAGGERED o BM) O BY OTHERS (7. 0 EDGES & 12" OC FIELD 16d @ 3 OC TO PLATE BELOW � LJ_ �- h"APA RATED SHT'G BOTH Y2"x 12"AB's @ SIMPSON LTP4 ® HEADER SHALL EXTEND OVER SHEARWALLS 24 DIAPHRAGM SHALL BE BLOCKED SAT HATCHED AREA ® (2) 2 x 4 22 2 x 8 LEDGER D @ O W/8d NAILS @ 6 O.C. EDGES, 12 O.C. FIELD O O lir- SIDES W/8d NAILS @ 4" OC 12" OC (EMBED 7") 8" OC RIM JOIST SEE NOTE 1, 2, 3, 4 10 SIMPSON HUCQ412 BALLOON FRAMED WALL. PROVIDE WALL STUDS (2) 2 x 12 FLOOR TRUSS BY 0 11- 1 ,� 9 c ) EDGES& 12 OC FIELD 16d @ OC TO PLATE BELOW 25 .. ,� O. ALIGN FLOOR JOIST WITH SHEARWALL 25 @ 12" O.C. 9 23 OTHERS GOOD FOR WALL IDENTIFICATION W Ak %°APA RATED SHTG BOTH % x 12 AB's @ SIMPSON LTP4 @ SIMPSON LTT19 W%" 0 x 6" LAG SCREWS O 380 PLF WIND EACH UNIT HAS BEEN ENGINEERED lir SIDES W/8d NAILS @ 2" OC 7" OC (EMBED 7") 5" OC RIM JOIST SEE NOTE 1, 2, 3, 4 12 SIMPSON HUC46(MAX NAILING) 26 PER DETAIL 37/S7.2 8 Os 5Y8 x 22Y2 GL (24-V8) (DRAG LOAD) TO BE STRUCTURALLY INDEPENDENT J W n EDGES& 12" OC FIELD 16d @ 2" OC TO PLATE BELOW 13 STRAP ENDS OF BEAM PER DETAIL 12/S7.0 a OF ADJACENT UNITS ' ' ct `J/a" 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE 0 SIMPSON AC6 11 2 x 8 @ 16 O.C. 24 4 x 10 HOLDOWN LOCATION z © END EMBED 12" INTO FTG) OR HEADER W/ 4 SDS 14 SIMPSON ECCQ5-6 v Nry- SSW12 x 7 { ) N/A { ) >;I::>: :<f>> fif;{<<:f:: <". SHEAR WALL CD E N/A 4"x 3Y2 SCREWS. SEE 15 SIMPSON HUC414 O. SIMPSON LBV1.81/14 12 2 x 6 @ 16" O.C. 25 6 x 12 :::>E>::<> -�-I (li --1 NOTE 5 EXTEND WALL SHTG THROUGH PERPENDICULAR 14" FLOOR TRUSSES Q Ah■ 1" 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE 16 WALL PER DETAIL 16/S7.1 29 INFILL WALL AS NEEDED 13 BY OTHERS 26 31/8 x 12 GL (DROP BM) BEARING WALL w lir SSW15 x 7 END (EMBED 14" INTO FTG) N/A OR HEADER W/ 6 SDS _�._-I ROOF TRUSSES N/A 1 " 1 SCREWS.(6) SEE 14 BY OTHERS NON-BEARING WALL /a x3/SC SS NOTE 5. < © 1" 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE W END (EMBED 14" INTO FTG) lir = D SSW21 x 7 N/A OR HEADER W/(12) SDS N/A Ya"x 3Y2 SCREWS. SEE C!) Cr) NOTE 5 ` .4Ik1" 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE lir SSW24 x 7 END (EMBED 14" INTO FTG) N/A OR HEADER W/(14) SDS N/A /a x 3/2 SCREWS. SEE _ .�_.__��. ._ _.__._............. NOTE 5. E • NOTES: E'; 1.Ya"x 3"x 3" STEEL PLATE WASHER REQUIRED AT EACH ANCHOR BOLT BETWEEN SILL PLATE AND NUT. 2. IF AB SPACING IS GREATER THAN SHEAR WALL LENGTH INSTALL(1)AB WITHIN 12" OF EACH WALL END. ® 1 g s■ N ~3. FRAMING AT ADJOINING PANEL EDGES SHALL BE (2)2x MIN, FASTEN TOGETHER W/ 16d @ 6" O.C.AND NAILING OF ® t 25 V ° N cip ADJOINING WALL SHTG ARE TO BE STAGGERED. ® ® 25 25 0. a N 4. PROVIDE (2) 2x MIN SILL PLATE AND CHANGE SILL PLATE NAILING FROM 16d COMMON NAILS TO 20d BOX END NAILS. 4 6 6 4 �--' IA81"°,VERI FY SPACING OF ANCHOR BOLTS. 6 57.0 S7.0 S7.0 S7.0 .N ,.. _5. PROVIDE (2)#4 DOWELS W!STANDARD HOOK @ EA HOLDDOWN BOLT. S7 0 O1 Q,�O © °I ©r'- p p � �' . 0 y� r 7r D D• � o el......: ........... .:.... f..F......... ...p�,, .... .......F"�� ........ ....... ........................ dr................ ... e...... . ....:.:.....:....:::. .. 96h.. a,d� FSq,. .ah. :.+« te. �.. .N .:•.Yom., :i96f.., ...F. , :-l' I.0 @0 0 0 0000 o ® G ® co • $' t: O 0 ® e ®Qd 0 000c�;::.."4 '"--' o .�, 3 ,.;:. :.: 1::: . ..,,,_, Z = '.:' 1:-.) "r" ' HOLDOWNSCHEDULE o 0 I �,::::,, 6 A O O S7.0 .� HOLDOWN ATTACHMENT COMMENTS ,; p M { TYP, UNO 20 `'' 21 •TYP, UNO �'.. r S7.1 Ak • al MI o. --gik NOT REQUIRED NA NA '' >' 0 - - SIM MY SIM Alk SIMPSON SSTB24 ANCHOR EMBED 2(x/8" INTO PROVIDE#4 DOWELS 6 f '`' I O Si RUCTUi�t4L S7.0 ' OPTIONAL 0 1:1 ��(,D PROTl SIMPSON HTT5 FOUNDATION. NAIL STRAP TO DOUBLE STUDS W/ W/STANDARD HOOK S7.0 E :,.1.!...--!'26 10d COMMON NAILS. EA HOLDDOWN BOLT S7.0 v ( ) � P UNO ® P UNO �:'�' C,1 NE ff�• SSTBL28 ANCHOR THREADED ROD W/ GO f GO _ , 12 320 9 SIMPSON SS (/8" 0 � ' <0 Øj ..:: .... .: STD NUT AT EMBEDDED END,AT INTERIOR SHEARWALL) E w0 O E O E:r ' PROVIDE (2)#4 DOWELS ■: E: 7 �, „ INTERIOR � EMBED 24/ INTO FOUNDATION!8 AT AIL W/STANDARD HOOK SIMPSON HDQ8 SHEARWALL. SCREW STRAP TO (3)2x STUDS W/ @ EA HOLDDOWN BOLT ® �` 1 $^� ::r. N NITF (20) SDS Ya x 3 SCREWS. EDGE NAIL WALL SHTG TO ;_ O ... � ��Y 150 9 w`Q' EACH 2x PER DETAIL 5/S6.0&SHEARWALL N MILI _ ® .,_SCHEDULE. (3) 2x SHALL BE FULL HEIGHT&SECURED O J. Et`� "WM 21 N 0 CO \/ o TOGETHER W/ 16d NAILS 6" O.C. EA SIDE. 16 © Q 16 TOGE @ OPTIONAL O Q ', © � O EXPIRES'12-31-2011 SIMPSON SSTBL28 ANCHOR EMBED 24%8" INTO PROVIDE (2)#4 DOWELS ,_`" ►� SIMPSON HDQ8 , a FOUNDATION. SCREW STRAP TO 6x6 DF-L POST, MIN, W/ W/STANDARD HOOK ® 0 0 0 1 EA HOLDDOWN BOLT . © •(20) SDS/x 3 SCREWS. @ :' v . u j Es. %I ift-iiii :, ! 1" DIA THREADED ROD W/STD WASHER @ PROVIDE (2)#4 DOWELS 0 I Q Q Q U BEDDED END. PROVIDE 1 STD NUT EACH SIDE OF W!STANDARD HOOK OPTIONAL 0411 ® Q - , © , EM O • Z WASHER&MASH THREADS ABOVE & BELOW NUTS. EA HOLDDOWN BOLT � z I....................... o 0 @ w j w o ..................... SIMPSON HDU14 :;' ,' O z E O :; w 4 12 MIN EMBEDMENT INTO FTG BELOW STEM WALL. -- O E O O • Q z z SECURE HOLDDOWN TO 6x6, DF-LPOST W/ Q J O J O w w OF N Q ups y� OJ QP f'd a _ w d = Q (36) SDS Y4 x 2Y2 SCREWS. z - 0 m " O Q TYP, UNO 0 m z o o v o .,._. 0 �.� j.� O, ,, PROVIDE (2)#4 DOWELS O " " O ilk 1Y" DIA THREADED ROD W/STD WASHER "° 21 w m v ,b0 l` v WI STANDARD HOOK r AL EMBEDDED END. PROVIDE 1 STD NUT EACH SIDE OF " " r ABOVE & BELOW NUTS. @ EA HOLDDOWN BOLT ", .. m ;' lir SIMPSON HD19 WASHER&MASH THREADS ABO `■ - - CO NT INTO FTG BELOW STEM WALL. . @ :.:"......f...:;.:..,:....::.i'l: MIN EMBEDME 0 i IV ' , I ''. • ,0 SECURE HOLDDOWN TO 6x6 DF L POST W/(5) 1" DIA W!°(4) 16d - - WI(4) 16d 0® Alk war TOE NAILS TOE NAILS c.i v � :�, A307 BOLTS. "' -" E:.: `rr r 3 e low EA END � EA END ..,.(17)- 16d NAILS @ TOP INTO DBL. STUDS & WRAP AND NAIL STRAP TO 1... .. `E' 6 AL SIMPSON MST48 (17)- 16d NAILS BOTTOM INTO DBL. STUDS BM/HDR BELOW PER 11/S7.0 / "' BELOW. (CENTER STRAP ON FLOOR CAVITY) & 12/S7.0 IF APPLICABLE O !: 20 z z........ ---.„ ....., , 0:::-: :Ak (24)- 16d NAILS @ TOP INTO DBL. STUDS& WRAP AND NAIL STRAP TO 01111 : _ 0 SIMPSON MST60 (24)- 16d NAILS @ BOTTOM INTO DBL. STUDS BM/HDR BELOW PER 11/S7.0 :% �% O 6 6 0 v .:: © BELOW. (CENTER STRAP ON FLOOR CAVITY) & 12/S7.0 IF APPLICABLE op tri• o ` O S7.0 ::::. S7.0 w (17)- 16d NAILS @ TOP AND BOT FOR EA STRAP INTO WRAP AND NAIL STRAP TO :<: 0 Q - (2) SIMPSON S7.0 a 18 a S7.0 ,AL 6x6 POST. STAGGER STRAPS ON OPPOSITE SIDES OF BM/HDR BELOW PER 11/S7.0 A . O 0 0 0 ® D e _ 41::„ i 0 ` IR 0 O 'v © © © O 8 MST48 EA END © 0 o © :: POST AND CENTER STRAPS ON FLOOR CAVITY & 12/S7.0 IF APPLICABLE v ® © D D 0 0 r 0 (24)- 16d NAILS @ TOP AND BOTTOM FOR EA STRAP WRAP AND NAIL STRAP TO "'Q "` "'I © Q " WIZ - - - - - � r► 0 A u Q E Q AIL (2) SIMPSON �j - 9 MST60 EA END INTO 6x6 POST. STAGGER STRAPS ON OPPOSITE SIDES BM/HDR BELOW PER 11/S7.0 v v 0 0 ,.5 q ■ 0 v 1 v OF POST AND CENTER STRAPS ON FLOOR CAVITY & 12/S7.0 IF APPLICABLE O "' ) `° 1 r0 p ' I (42)- 16d NAILS @ TOP AND BOTTOM FOR EA STRAP WRAP AND NAIL STRAP TO Q - - - ,- > Lri (2) SIMP�SON 0i %: >:>F f °E INTO 6x6 POST. STAGGER STRAPS ON OPPOSITE SIDES BM/HDR BELOW PER 11/S7.0 30 30 , -- 30 30 0 CMST12x96 EA END 0 Q •0.� 1 OF POST AND CENTER STRAPS ON FLOOR CAVITY & 12/S7.0 IF APPLICABLE S7 2 © S7.2 w III °° NOTES: OPP 1„ • OPP oo 1. DOUBLE STUDS SHALL BE LAMINATED TOGETHER W/ 16D NAILS @ 6" FULL HEIGHT(TYPICAL). °' 2. PROVIDE HOLDOWN NOTED WITHIN 6" OF EACH END OF EACH SHEAR WALL SHOWN ON PLANS. UNIT A U N IT A - l 3.ALL 16d NAILS SPECIFIED IN HOLDOWN SCHEDULE ARE TO BE 16d SINKERS (0.148 x 3 Y4") MIN. U N IT C O O U N IT C • •-------- ----- ------------� 4. IF HOLDOWN STRAP OCCURS @ BEAM OR HEADER BELOW, PROVIDE SAME STRAP @ EACH END OF LOT 17 6 LOT 21 t BEAM TO SUPPORT POST AS HOLDOWN STRAP ABOVE REFER TO DETAIL 12/S7.0. LOT 1 8 UNIT B S7 0 LOT 20 I- < 5. HOLDOWN ANCHOR VALUES ARE BASED ON MONO POUR FOUNDATIONS ONLY. `� a 6. REFER TO DETAILS 13/S7.0& 14/S7.0 FOR HOLDOWN INSTALLATION. LOT 1 9 0 E 7. REFER TO DETAIL 15/S7.1 FOR HOLDOWN INSTALLATION. co SHEET NO. o. ca ci A SECOND LEVEL SHEARWALL & THIRD FLOOR FRAMING PLAN 54 IS4 SCALE: 1/4" = 1'-0" cn JOB NO. CEN-090 U, --------------------- ---- , . SHEAR WALL SCHEDULE KEY NOTES BEAM SCHEDULE POST SCHEDULE SHEAR WALL INFORMATION SILL PLATE: @ CONC. RIM JOIST COMMENTS @ JOIST OR BLK'G CONDITION SIMPSON CMST12 x AS SHOWN PER DETAIL 10/S7.0 €"l 2 x 6 DECKING SECURED TO EA JOIST W/(2) 16d NAILS O (2)2 x 8 15 5Y2 x 14 PSL (FLUSH BM) OA 4 x 4 H (2) 2 x 6 TRIMMER M (2) 2 x 6 TRIMMER cn 1 SIMPSON 6 (2) SIMPSON SDS SCREWS Y" 0 x 4Y" 12" O.C. 0 4 x 6 O (1) 2 x 6 KING 0 6 x 6 KING A X"APA RATED SHTG ONE /2 x 10 AB s @ SIMPSON LTP4 @ ® S SON CCQ66 18 ( ) 4 2 @ 2 x 10 � O z SIDE W/8d NAILS @ 6" OC 39" OC (EMBED 7") 24" OC RIM JOIST SEE NOTE 1, 2 ® SIMPSON ACE6 19 SIMPSON LUS26 EA JOIST O (2) 16 5/$x 10/2 GL(DROP BM) O 6 x 6 (2)2 x 4 TRIMMER (2) 2 x 4 TRIMMER Q EDGES& 12" OC FIELD 16d @ 6" OC TO PLATE BELOW O 0 @ I O O 1 /2"x 10"AB's ® SIMPSON ACE4 20 POSTS FOR HANDRAILS. REFER TO DETAIL 34/S7.2 ® 4 x 8 17 4 x 6 O 6x6DF#1 O (1) 2x4 KING (3) 2x4KING B / APA RATED SHTG ONE ,� @ SIMPSON LTP4 @ CO (2) 2 x 4 3 2 x 4 (3- 0 ligir SIDE W/8d NAILS @ 4" OC 12 OC (EMBED 7") 16" OC RIM JOIST SEE NOTE 1, 2, 3 ® SIMPSON HUC48 21 SIMPSON ABA46 W/WEDGE-ALL 4 3 x 9 GL 18 1%x 14 TS/LSL(FLUSH O J O 0 (1) 2 x 6 TRIMMER (�'1 O Ys ' BM) K (2) 2 x 6 O (3) x 6 v N EDGES& 12" OC FIELD 16d @ 4" OC TO PLATE BELOW ® SIMPSON LGT3 O. SIMPSON ABA66 W/WEDGE ALL O (1) 2 x 6 TRIMMER z "x 12"AB's (2) 2x 6 KING p 6 x 6 DF#1 Q / APA RATED SHT'G ONE /2 @ SIMPSON LTP4 @ ALL MEMBERS PERMANENTLY EXPOSED TO OPEN AIR 05 3Y8 x 10/2 GL 19 5/8 x 16/2 GL (FLUSH BM) _ L (1) 2 x 6 TRIMMER O lir SIDE W/8d NAILS @ 2" OC 12" OC (EMBED 7") 9" OC RIM JOIST SEE NOTE 1, 2, 3, 4 ® CONDITIONS SHALL BE PRESSURE TREATED LUMBER DIAPHRAGM SHALL BE BLOCKED AT HATCHED AREA O 6 x 6 KING G EDGES & 12" OC FIELD 16d 3" OC TO PLATE BELOW 23 W/8d NAILS @ 2/2 O.0 . EDGES, 12 O.C. FIELD, O (3) 2 x 6 r @ 6 5/$x 12 GL (DROP BM) 20 5Y8 x 15 GL(24-V8) < ' � „ 8 DIAPHRAGM SHALL BE BLOCKED @HATCHED AREA FRAMING AT ADJOINING PANEL EDGES SHALL BE (2) 2x O O D % APA RATED SHT'G BOTH /2 x 12 AB's @ SIMPSON LTP4 @ ® W/8d NAILS @ 6" O.C. EDGES 12" O.C. FIELD MIN & NAILS SHALL BE STAGGERED o 0 Cf) lir SIDES W/8d NAILS @ 4" OC 12" OC (EMBED 7") 8" OC RIM JOIST SEE NOTE 1, 2, 3, 4 3Y2 x 14 TS/LSL ( FLUSH GIRDER TRUSSES ® HEADER SHALL EXTEND OVER SHEARWALLS DIAPHRAGM SHALL BE BLOCKED AT HATCHED AREA O7 BM) 21 BY OTHERS V° F. I- EDGES & 12 OC FIELD 16d @ 3 OC TO PLATE BELOW 0 24 W/8d NAILS @ 6" O.C, EDGES, 12" O.C. FIELD 0 © %"APA RATED SHT'G BOTH %2"x 12"AB's @ SIMPSON LTP4 @ 10 SIMPSON HUCQ412 BALLOON FRAMED WALL. PROVIDE WALL STUDS O8 (2)2 x 4 22 2 x 8 LEDGER WALL IDENTIFICATION EACH UNIT HAS BEEN ENGINEERED SIDES W/8d NAILS 2" OC 7" OC (EMBED 7") 5" OC RIM JOIST SEE NOTE 1, 2, 3, 4 11 ALIGN FLOOR JOIST WITH SHEARWALL 25 12" O.C. lir @ ® @ FLOOR TRUSS BY TO BE STRUCTURALLY INDEPENDENT ® W EDGES & 12" OC FIELD 16d @ 2" OC TO PLATE BELOW SIMPSON LTT19 W%8" O x 6" LAG SCREWS O (2) 2 x 12 OTHERS GOOD FOR OF ADJACENT UNITS LO %4" 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE 12 SIMPSON HUC46(MAX NAILING) 26 PER DETAIL 37/S7.2 6":.-- 3 380 PLF WIND a HOLDOWN LOCATION Et 0 Ak. lir SSW12 x 7 END (EMBED 12" INTO FTG) N/A OR HEADER W/(4) SDS 13 STRAP ENDS OF BEAM PER DETAIL 12/S7.0 10 5/8 x 22%2 GL(24-V8) (DRAG LOAD) V Ct, SIMPSON AC6 ,.;:::::.f::r:::::::,::::::::,::::. z :":;:;,:.;.,..r:?:.>:,...;::::::::.:.::,??,>;; SHEAR WALL N/A /4 x 3/2 SCREWS. SEE ,,,,,,,,,,,,,,,,, ,«;<::::. 14 SIMPSON ECCQ5-6 ••�••:.<::>:...:.:.:::::.r..::::::..::.:::::?.,�:»;:>::>::. NOTE5 11 2x8 @16" 0.C. 10 4 x 10 -I U CO AL 1" 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE 15 SIMPSON HUC414 28 SIMPSON LBV1.81/14 14" 2 x 6 16" O.C. 6 x 12 BEARING WALL °J �_ lir END (EMBED 14 INTO FTG) EXTEND WALL SHTG THROUGH PERPENDICULAR 12 @ 25 < SSW15 x 7 ( } N/A OR HEADER W/(6) SDS O N/A /4"x 3Y2 SCREWS. SEE 6 WALL PER DETAIL 16/S7.1 29 INFILL WALL AS NEEDED 14" FLOOR TRUSSES D 13 c-) 3 Y8 x 12 GL DROP BM ._. NON-BEARING WALL m NOTE 5. O BY OTHERS ( BM) " ROOF TRUSSES Ct 0 © 1 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE 14 BY OTHERS lir w SSW21 x 7 END (EMBED 14" INTO FTG) N/A OR HEADER W/(12)SDS N/A /4"x 3/2 SCREWS. SEE • NOTE 5 = = Atk1" 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE CO CO 1r SSW24 x 7 END (EMBED 14" INTO FTG) N/A OR HEADER W/(14) SDS N/A /4"x 3/2 SCREWS. SEE NOTE 5. NOTES: 18 18 18 18 18 1.Y4"x 3"x 3" STEEL PLATE WASHER REQUIRED AT EACH ANCHOR BOLT BETWEEN SILL PLATE AND NUT. 2. IF AB SPACING IS GREATER THAN SHEAR WALL LENGTH INSTALL(1)AB WITHIN 12" OF EACH WALL END. VP ® S7.1 ISPF MP 3. FRAMING AT ADJOINING PANEL EDGES SHALL BE (2) 2x MIN, FASTEN TOGETHER W/ 16d @ 6" O.C. AND NAILING OF O.......... .........._ ................... ., > ...... .......................... ....a .r............ AN.. .......... �.,.... ..n..................:...•........:...::O.r. F.....:: .... .1 • , ..•... .O....................... OAL ..... n..... ......._.. A.:......--...... .... :. ..:::...: �l O.......... <: CO ADJOINING WALL SHT'G ARE TO BE STAGGERED. i O Q i © h. Q Q D Q Q Q .6 Q Q i Q .. : -- o 4. PROVIDE (2) 2x MIN SILL PLATE AND CHANGE SILL PLATE NAILING FROM 16d COMMO N NA I L S TO 20 d BOX E N D NA I L S <f:: :.........:.. : .... , :.,.go:::::: ........: : ... : ,.... ..... ....:/..,.n :„.Fu .....,......,......., ......,: -.. :.................. ....................................n ........................................................�... .:::::2:::::t:::::::'.1::::::::::::0•,` �....;.....x.......r...:....... - , - ..:.:.. . ...r. .....n.........-.:...r...:. ....... t... • ....--... .f. . /:::.:...,s �... . ...........r .i.:..:. r s ;:.:::.:::, J;n n . .; ; .. � :< r :< >::>:::>: >::::>: Q C. �• �. VERIFY SPACING OF ANCHOR BOLTS. < ' , I _ `�• 5. PROVIDE (2)#4 DOWELS W/STANDARD HOOK @ EA HOLDDOWN BOLT. ` O O 0 © 0 0 © ® © ' 0 © ® CO 0 0 0 a M°p f is � -) 4 • Pi O AL O O •,°-' f { p p p f a f • '4 N::: a"H O L D O W N SCHEDULE `"'`rr TYP UNO " TYP' UNO W_ _.___ _ f ® m �t.78 o °? :• 0 it HOLDOWN ATTACHMENT COMMENTS s alk I I% , ':::1 .:,,,, , .,_, _ 32 , ., ..,::::i ., i : . : . .... , ,.:. c„ M 19 f. : ;r 57.1 �_._ ,� N �•1 »: :. w. ® S 7 2 o f ; 0 NOT REQUIRED NA NA `: �i E I f M , ... .....?" ..:, ............,...., . . I :.,..,MI ID f i,, Ak SIMPSON SSTB24 ANCHOR EMBED 20%" INTO PROVIDE#4 DOWELS :;;; : /:.`.-.. r ----•.�..---•-- �--, �, ;': �* .•,,,,.,, m�. o TYP N RI 121 cl lor- SIMPSON HTT5 FOUNDATION. NAIL STRAP TO DOUBLE STUDS W/ W/STANDARD HOOK TYP, UNO :.+ '^ ? ? 1 , UNO 0 (26) 10d COMMON NAILS. EA HOLDDOWN BOLT f:: :: TY , UNO .. < " RU uR i ;:. ,.____, : :, f:.• .. • l SIMPSON SSTBL28 ANCHOR / 0 THREADED ROD W/ • S • HEARWALL)NUT AT , ,EMBEDDED END AT INTERIOR SHEA :r " ,. PROIfJ',, . , • • - s PROVIDE 2 #4 DOWELS (f Ak EMBED 24%' INTO FOUNDATION/8 AT INTERIOR W/STANDARD HOOK ,,,"' } r SCREW STRAP TO (3)2x STUDS W/ ��1111111M .HARWALL. SC SRA 0 NHD 8 S E ,,i_,. � 7°1 N EFL /(5.Nr SIMPSON Q O @ EA HOLDDOWN BOLT 2,320 9 (20) SDS Y4 x 3 SCREWS, EDGE NAIL WALL SHTG TO • f , I WALL :::;: DETAIL 5/ 6.0&SHEAR EACH 2x PER S : ................................:................. ...... . ., ....................................r............... ..rr....................:.,. EAC 2 SECURED � ■ � .. ..Nigh SCHEDULE. (3) 2x SHALL BE FULL HEIGHT&SECU ....�: f :.......::::..,...::::.:...:::<:<:.:..::.......... :--: .::., .... . 4A,, : , . .. ........ . . ......... ..... TOGETHER W/ 16d NAILS @ 6 0.C,, EA SIDE. _ _ 1. �? r , r , AL SIMPSON SSTBL28 ANCHOR EMBED 247/8" INTO PROVIDE (2)#4 DOWELS 0 ' ' bio,..%,• • N �� SIMPSON HDQ8 FOUNDATION. SCREW STRAP TO 6x6 DF-L POST, MIN, W/ W/STANDARD HOOK OPTIO AL J. Ec' Q (20) SDS Y4 x 3 SCREWS. @ EA HOLDDOWN BOLT I :: i i .glik 1 0 • EXPIRES 12-31-2011 1" DIA THREADED ROD W/STD WASHER @ PROVIDE (2)#4 DOWELS c_ I II _.___-__ ::: 1'1'..: OPTIONAL O EMBEDDED END. PROVIDE (1) STD NUT EACH SIDE OF W/STANDARD HOOK _ �` -::::,:W N TS. 'Ak WASHER& MASH THREADS ABOVE & BELO U @ EA HOLDDOWN BOLT :: :,«,<°.,,::• :-...°°: 11 SIMPSON HDU14 ,� ---4 12 MIN EMBEDMENT INTO FTG BELOW STEM WALL.SECURE HOLDDOWN TO 6x6, DF-LPOST W/ -_-__ , 0 (36) SDS Y4 x 2Y2 SCREWS, _ o o 0,� PROVIDE (2)#4 DOWELS O ® ® q z z ''-'1/ DIA THREADED ROD W/STD WASHER @ 0 w EMBEDDED END. PROVIDE (1) STD NUT EACH SIDE OF W/STANDARD HOOK THREAD ABOVE & BELOW NUTS. @ EA HOLDDOWN BOLT } TYP @ 57.0 0 o v o AL WASHER&MASH S lir SIMPSON HD19 12" MIN EMBEDMENT INTO FTG BELOW STEM WALL. h..••- ..-...r...--.. -. -V' ,, 0 ER SECURE HOLDDOWN TO 6x6 DF-L POST W/(5) 1" DIA FRAMING A307 BOLTS. l N7 _ 3 v 3 Ah. (17)- 16d NAILS @ TOP INTO DBL. STUDS& WRAP AND NAIL STRAP TO 7 SIMPSON MST48 (17)- 16d NAILS @ BOTTOM INTO DBL. STUDS BM/HDR BELOW PER 11/S7.0 6 TYP@ 57.0 My& rBELOW. (CENTER STRAP ON FLOOR CAVITY) & 12/57.0 IF APPLICABLE .,O FRAMING O tr! i GN OVER (24)- 16d NAILS TOP INTO DBL. STUDS & WRAP AND NAIL STRAP TO `` Aill■ Alibi % f .:....n..f .r. ;!: a ® I �:;�:•i:-�'ry?•j:.:41::�G�,. u) Nr SIMPSON MST60 (24)- 16d NAILS @ BOTTOM INTO DBL, STUDS BM/HDR BELOW PER 11/S7.0 A ;:,?•:.T' (� - - - 0 _ BELOW. CENTER STRAP ON FLOOR CAVITY & 12/S7,0 IF APPLICABLE 1 V z it . ...:....-.;.;..::...:..:...:...: ...... ................::.,..-.-.r:. f :::::f:•.l./rf::r::::••r$::r•:•:•: :. ; : „ H 1 f:-. ,.., -,,.?,„,..,,,,, --:• -,. ............. ..:,..." .;r..,..:. ., :;.:. .""".,,:r:,..,,,",r:,. r."r.: .... - -.. ..f:il� ... .........:.. ::. ....:......r..........:.,.... '• ..-...-.. ......i• :r::•�. ..f.r�..r... r: F. _ O :.n: rr:::..:.::...:......:.?•::..ffi.n, 1:. -n•::::::hiiii:??i;.-i'-i}':t4i:4i}iiiii:•ii: 5t(2) SIMPSON (17)- 16d NAILS @TOP AND BOT FOR EA STRAP INTO WRAP AND NAIL STRAP TO - low .. f:.:::::-.r,��-�•���:�•:�•:::-�:•�:::�-��.,::::.r.�.: ?„: 6x6 POST. STAGGER STRAPS ON OPPOSITE SIDES OF BM/HDR BELOW PER 11/S7.0 18 • V O •1I O� Irt111■ 4ah MST48 EA END POST AND CENTER STRAPS ON FLOOR CAVITY & 12/S7,0 IF APPLICABLE O D V v 0 57.1 ' © -. _ o ® O w w AIL (2) SIMPSON (24)- 16d NAILS @ TOP AND BOTTOM FOR EA STRAP WRAP AND NAIL STRAP TO 19 © /Nr 19 w - INTO 6x6 POST. STAGGER STRAPS ON OPPOSITE SIDES BM/HDR BELOW PER 11/57.0 _ _ _ _ 57.1 _ 9 M ST60 EA END ;f f: :.<::> <::: :::>::<f,? - - - - :-..;:I:1; OF POST AND CENTER STRAPS ON FLOOR CAVITY & 12/S7.0 IF APPLICABLE A Q w AL 42 - 16d NAILS TOP AND BOTTOM FOR EA STRAP(2) SIMPSON ( ) @ WRAP AND NAIL STRAP TO 18 f ;,; 1 „ INTO 6x6 POST. STAGGER STRAPS ON OPPOSITE SIDES BM/HDR BELOW PER 11/S7.0 10 CMST12 x 96 EA END �� -,. iiiek z. 57.1 OF POST AND CENTER STRAPS ON FLOOR CAVITY & 12/S7.0 IF APPLICABLE - 18 N 0 0 1. NOTES:DOUBLE STUDS SHALL BE LAMINATED TOGETHER W/ 16D NAILS @ 6" FULL HEIGHT(TYPICAL). UNIT A 57.1 UNIT A "' 2. PROVIDE HOLDOWN NOTED WITHIN 6" OF EACH END OF EACH SHEAR WALL SHOWN ON PLANS. U N IT C _ UNIT C „ U NIT B LOT 21 w 0, 3.ALL 16d NAILS SPECIFIED IN HOLDOWN SCHEDULE ARE TO BE 16d SINKERS (0.148 x 3 Y4 ) MIN. LOT I 7 LOT 18 19 LOT 20 CO 4. IF HOLDOWN STRAP OCCURS @ BEAM OR HEADER BELOW, PROVIDE SAME STRAP @ EACH END OF LOT 1 9 S7.1 co BEAM TO SUPPORT POST AS HOLDOWN STRAP ABOVE REFER TO DETAIL 12/57.0. 5, HOLDOWN ANCHOR VALUES ARE BASED ON MONO POUR FOUNDATIONS ONLY. v 6. REFER TO DETAILS 13/S7.0& 14/S7.0 FOR HOLDOWN INSTALLATION. 71 7. REFER TO DETAIL 15/57.1 FOR HOLDOWN INSTALLATION. w Q E a) 0 SHEET NO. 0 Q. o A THIRD LEVEL SHEARWALL & ROOF FRAMING PLAN 55 _? S5 SCALE: 1/4" = 1'-0" ■n En JOB NO. EN- U NOTE: NOTE: NOTE: NOTE: 1. Y4"x 3"x 3" STEEL PLATE WASHER REQUIRED AT'EACH 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, 1. SHEAR WALL SHT'G NOT SHOWN FOR CLARITY. NOTE: ANCHOR BOLT BETWEEN SILL PLATE AND NUT, TYPICAL. EDGE NAILING, SILL PLATE NAILING,AND CLIPS. EDGE NAILING, SILL PLATE NAILING, AND CLIPS. 1. 1/4"x 3"x 3" STEEL PLATE WASHER REQUIRED AT EACH ANCHOR 2. 1/4"x 3"x 3" STEEL PLATE WASHER REQUIRED AT EACH ANCHOR 2. 1/4"x 3"x 3" STEEL PLATE WASHER REQUIRED AT EACH ANCHOR BOLT BETWEEN SILL PLATE AND NUT, TYPICAL. �- TRIMMER STUD OR 2. TYPICAL VERTICAL REINFORCING BARS NOT REQUIRED WHEN STEM BOLT BETWEEN SILL PLATE AND NUT, TYPICAL. BOLT BETWEEN SILL PLATE AND NUT, TYPICAL. (3)2x KING STUDS °\ POST© OPENINGS WALL AND FOOTING ARE POURED MONOLITHICALLY, EXCEPT AT 3. P.T. SILL PLATE SHALL ONLY BE TREATED W/SBX/DOT CHEMICALS. 3. P.T. SILL PLATE SHALL ONLY BE TREATED W/ SECURED TOGETHER ° ° ` PER PLAN CD 2. TYPICAL VERTICAL REINFORCING BARS NOT REQUIRED WHEN STEM SHEARWALL HOLDDOWNS.VERTICAL REINFORCING BARS AT SBX/DOT CHEMICALS. W/ 16d NAILS ©6" O.C. ° ° EDGE NAIL WALL WALL AND FOOTING ARE POURED MONOLITHICALLY, EXCEPT AT SHEARWALL HOLDDOWNS,AS NOTED IN HOLDDOWN SCHEDULE, ARE WALL SHEATHING FROM EA SIDE, 16d NAILS W AS REQ D. SEE PLAN WALL SHEATHING SHT'G TO EA 2x& SHEARWALL HOLDDOWNS.VERTICAL REINFORCING BARS AT REQUIRED IN ALL CASES. ( SEE PLAN NOT SHOWN FOR CLARITY _ STAGGER NAILS'_:. SHEARWALL HOLDDOWNS,AS NOTED IN HOLDDOWN SCHEDULE,ARE 3. WHERE STEMWALL AND FOOTING ARE POURED SEPARATELY, #4 BAR Y2" DIA x 10"AB's @ 48" I ://: - AS SHOWN REQUIRED IN ALL CASES. VERTICAL REINFORCING IS REQUIRED @ 48" O.C.AS ILLUSTRATED OC &WITHIN 12" OF /2' DIA x 10"AB's @ 48" ° 0 ALL CORNERS & - HOLDDOWN WHERE OC &WITHIN 12" OF 3. WHERE STEMWALL AND FOOTING ARE POURED SEPARATELY, #4 BAR BELOW. o APPLIES PER PLAN HOLDDOWN WHERE VERTICAL REINFORCING IS REQUIRED @ 48" 0.C. AS ILLUSTRATED OPENINGS. TYP UNO IN ALL CORNERS& ,� APPLIES, PER PLAN WALL SHT'G EDGE ° ° (n BELOW. 4. P.T. SILL PLATE SHALL ONLY BE TREATED W/ SHEAR WALL SCHED .°°° OPENINGS. TYP UNO IN . . NAIL SPACING PER SHEAR ; :; °::; J SBX/DOT CHEMICALS. 2x PT SILL PLATE • ° - 2x WALL FRAMING SHEAR WALL SCHED WALL SCHEDULE : 16 OC, TYP, U.N.O. 2x6 16 OC, TYP, " ° %2' DIA x 10"AB's @ 48" W//2' DIA x 10"AB's @ 48" •°°° @ °•°° © "� 2x BOTTOM PLATE rf= OC &WITHIN 12" OF OC &WITHIN 12" OF EDGE NAILING PER - 2x P.T. PLATE SEE SCHED U.N.O. SIMPSON HDQ8 '`fA„ \ 171 ALL CORNERS& , ALL CORNERS& SHEAR WALL SCHED I FOR ATTACHMENT EDGE NAILING PER ° 2x PT. PLATE, SEE SCHED PER HOLDOWN w ii OPENINGS. TYP UNO IN 41 I I OPENINGS. TYP UNO IN SHEAR WALL SCHED SCHEDULE ° • 2x P.T. SILL PLATE IL I FOR ATTACHMENT - °SHEAR WALL SCHED II SHEAR WALL SCHED I .r - SLAB ON GRADE I °- I I g10; 4 FINISH GRADE '°' f 1 II if l•- FINISH GRADE I 1 SIMPSON SSTB28 . A Ih FACE OF G a •� W 8" CONCRETE STEMWALL, UNO ON PLAN CONCRETE �/ d / • d I) • SLAB ON GRADE a CONCRETE STEM WALL. °d j - -- ° I AT GARAGE� ? #4 BAR AS NOTED EQUAL TO FACE OF a . d a 2 4 ABOVE 2 STUDS ABOVE 4 I °-II a�� , I� < a . REINFORCING DETAIL I- CI d d g , a _ D I I I 4 ► I ( I G 4 ° G d D�. d j'Ils; d n CI) ° I , p -I I 1------1 I 4 4 \ o oo s a. �; RIGID R-15 INSULATION z I I I ° a Ct //j \Y\� \�� � _ o ° SLAB ON GRADE CONCRETE STEM WALL. 0 1 ad/ d° v � SEE TYP STEM/FTG W\ �'d 2. � AT GARAGE ° / � //.� A �U - a REINFORCING DETAIL a ° 0 ( ) CO \ w, °." °�TE STEM WALL.M AT BOTTOM '� #4 BAR CONT FIRM, UNDISTURBED i\\\\> AT BOTTOM SEE TYP STEM I FTG ���/\�j\\\X =`-' FIRM, UNDISTURBED FOOTING PER SOIL OR COMPACTED ''//'� REINFORCING DETAIL \�/\\\/. i�\X\X\X\ SOIL OR COMPACTED / / FOOTING PER / �/ �/,` STRUCTURAL FILL SCHEDULE STRUCTURAL FILL / SCHEDULE / / FOOTING PER \/\\\ \\\ CO SCHEDULE ////./ 1 TYP STEM / FTG REINFORCING 2 TYP PARTYWALL REINFORCEMENT 3 INTERIOR FOUNDATION 4 FLOOR PERIMETER @ GARAGE 5 SIMPSON HDQ8 DETAIL S6.0 SCALE: 1" = 1'-0" 3-001-03 S6.0 SCALE: 1" = 1'-0" 3-005-01 S6.0 SCALE: 1" = 1'-0" S6.0 SCALE: 1" = 1'-0" 3-006-02 S6.0 SCALE: 1" = 1-0" NOTE: NOTE: NOTE: 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, 1. WHERE STEMWALL AND FOOTING ARE POURED SEPARATELY, #4 BAR . ''' o EDGE NAILING, SILL PLATE NAILING, AND CLIPS. EDGE NAILING, SILL PLATE NAILING, AND CLIPS. CUT PLATES AT SSW. VERTICAL REINFORCING IS REQUIRED @ 48" O.C. AS ILLUSTRATED ® o N c, N 2. 1/4"x 3"x 3" STEEL PLATE WASHER REQUIRED AT EACH ANCHOR 2. 1/4"x 3"x 3" STEEL PLATE WASHER REQUIRED AT EACH ANCHOR REFER TO 11/56.0 FOR BELOW.VERTICAL REINFORCING MAY BE OMITTED WHEN POURED o BOLT BETWEEN SILL PLATE AND NUT, TYPICAL. BOLT BETWEEN SILL PLATE AND NUT, TYPICAL. ADDITIONAL INFO MONOLYTHICALLY 3. P.T. SILL PLATE SHALL ONLY BE TREATED W/ 3. P.T. SILL PLATE SHALL ONLY BE TREATED W/ -/H .;- SBX/DOT CHEMICALS. SBX/DOT CHEMICALS. (1)#3 HAIR PINS O TYP @ 4" CONC. PORCH A .:F ..J o SIMPSON SSW SHEARWALLS.SLAB ON GRADE SLAB BY OTHERS a o. 2 SSW24 x 7 SHEARWALLS - o 1" CLR AIR SPACE AT GARAGE v O @ �,, �,.INCLUDING SHEET \ Z\ CONCRETE STEM WALL. d ° ° ° . 4 h , fr . 1 ROCK CONTRACTOR I WALL SHEATHING, - .I' , SEE TYP STEM/FTG \ \ d TO VERIFY AS REQ'D. SEE PLAN �1 J C --.. °'REINFORCING DETAIL r�•�•�•�•�• ,._ �� • �REFER TO PARTYWALL e �' ANCHOR BOLT 3 ''0 0 1POOSO V -��� �� • ��FOUNDATION @ GARAGE °°•° ° ° / PER PLAN / / °' T 2x P.T. PLATE, SEE SCHED DETAIL FOR INFORMATION I °°°° la ����� ���� .`111 g• FOR ATTACHMENT NOT SHOWN I °°° III- -I ( d I STEM WALL BEYOND � ����•s (1)#4 BAR CONT @TOP a N °° ° SEE INTERIOR FOUNDATION -I I r��,�!•� , % �, M 2x WALL FRAMING EDGE NAILING PER DETAIL FOR INFORMATION I , o © 16" OC SHEAR WALL SCHED 1�'�)-I, _ �-,.1;- -� �I NOT SHOWN. ,.:. o a� TOP REINFORCING r • ,���„ ,,,,� I PER PLAN GRADE ;�� WELL GRADED FREE • -. N o $ �I LI, •II 2 #4 @ 18" O.C. W/ . I ! DRAINING GRANULAR c STD HOOK BOTTOM REINFORCING ° �i BACKFILL. NOT MORE SLAB ON GRADE �I .• iI SLAB ON GRADE II d I . - I PER PLAN 2 \ 6 AT GARAGE II I AT GARAGE II I < v �-*�Ii d ° - THAN 5% PASSING 200 S/RUCruaA4 II d a ° I I d - SIEVE) . II 4 d d d � ' D ° 4 I (- - 4, .� I D FTG PER PLAN ° 4 a CO , 6 CONCRETE <C.�GI NEF� Dy IL CO III- - a \ -I ( FACE OF CONCRETE -III ;� p o d d d ° STEMWALL 12,320 FACE OF CONCRETE I I ( - - EQUAL TO FACE OF - �� I • ' - <7 ° y a Ill ', STUDS ABOVE ' D I I I \ \ #4 BAR AS NOTED ,..., , j a r Y- -<w. EQUAL TO FACE OF a , I I- _� ° . _ !_ / i' RIGID R-15 I \ /. '. '/ ,' : \� a� - ABOVE Ul OREGON „� . . STUDS ABOVE d CONCRETE STEM WALL �� INSULATION v �- \\�\�\� Y 15,�9$ �`� �- & FOOTING PER ° - - \/\\ ,// / (1)#4 BAR CONT L ° TYP PARTY WALL SEE TYP PARTY WALL d fl C) CENTER FOOTING BETWEEN \((\/ /, AT BOTTOM 4V J. EN'��' . REINFORCEMENT DETAIL REINFORCEMENT DETAIL FOR b.. A � . . . . FIRM, UNDISTURBED- STEM WALL AS SHOWN, \//\�j\� t1' • 4l INFORMATION NOT SHOWN . , - SOIL OR COMPACTED REFER TO FOUNDATION PLAN v FIRM, UNDISTURBED EXPIRES'12-31-2011 %jY\Y NY\Y �/ �j �- �j\` STRUCTURAL FILL / FOOTING PER PLAN &SCHEDULE / 7/>X \ \ \ \\ \, \ \ \\ c� FOOTING SOIL OR COMPACTED �\�/\�/�� `/j\\ \~ '/\\/X/ #4 STIRRUPS 18" O.C. PER PLAN STRUCTURAL FILL \ \\ \\� ,.�/..� © &SCHEDULE SLABINSULATIONDETAILATPARTYWALL 0 Q N ' �� Lu 7 0 (,) N.. 6 PARTYWALLFOUNDATION@GARAGE FOOTINGDETAIL 9 TYPICALPORCHPERIMETER c,c, S6.0 SCALE: 1" = 1'-0" Q S6.0 SCALE: 1" = 1'-0" • S6.0 SCALE: 1" = -0 S6.0 SCALE: 1" = 1 -0" 3-018-01 z z w w z Q NOTE: NOTE: 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, EDGE NAILING, SILL PLATE NAILING, AND CLIPS. EDGE NAILING, SILL PLATE NAILING, AND CLIPS. 2. 1/4"x 3"x 3" STEEL PLATE WASHER REQUIRED AT EACH ANCHOR ANCHOR BOLT 2. 1/4"x 3"x 3" STEEL PLATE WASHER REQUIRED AT EACH ANCHOR BOLT BETWEEN SILL PLATE AND NUT, TYPICAL. PER PLAN BOLT BETWEEN SILL PLATE AND NUT, TYPICAL. 3. P.T. SILL PLATE SHALL ONLY BE TREATED W/ �- 3. P.T. SILL PLATE SHALL ONLY BE TREATED W/SBX/DOT CHEMICALS. SBX/DOT CHEMICALS. (1)#3 HAIR PINS . TYP @ 1 %2" CLR SIMPSON SSW SHEARWALLS'. (2) @ SSW24 x 7 SHEARWALLS ,- z z z� FINISHED GRADE °°°° P I SLAB ON GRADE a e°:° U 0 I AT GARAGE - REFER TO PARTYWALL ( �� ° • • ° - a D � -CONCRETE STEM WALL. o FOUNDATION @ GARAGE I 1" CLR AIR SPACE ° . . - • o ° SEE TYP STEM/FTG DETAIL FOR INFORMATION I INCLUDING SHEET III- -I d =111_1 ' REINFORCING DETAIL NOT SHOWN I ROCK CONTRACTOR -III _ JLLJT11 -':� SLAB ON GRADE @ ENTRY I TO VERIFY - II SLAB ON GRADE �;_ ( 7 CONCRETE STEM WALL. SLAB ON GRADE \ " D. -.� AT GARAGE '.4P.7 i-•4 -' SEE TYP STEM/FTG AT GARAGE o N .. -L- REINFORCING DETAIL A, 4I •-• .II 48" MAX o STD HOOK -c , . . II I \ CONTRACTOR ° TOP REINFORCING : 1 . IL) N D `'11 ° k TO VERIFY d. . • d PER PLAN ° �; w•M III- - I I SLAB ON GRADE ,•'` • ° #4 STIRRUPS #4 18" O.C. W/ I I I- ►� o -I I I AT GARAGE FTG PER PLAN ° a I I 18" 0.C. @ z Et\ , / jr © STD HOOK 4 RIGID R-15 INSULATION N 414 -WV I d d d ° n ° • 4° d 4 d d - TOP REINFORCING © ° d '� �` ® - _° BOTTOM REINFORCING d d PER PLAN w I - -III ° . PER PLAN #7.. I� . a G' Q SEE TYP PARTY WALL ° =III- FIRM, UNDISTURBED ' \� \7 FTG PER PLAN • . ° 4 a ° E REINFORCEMENT DETAIL FOR IL OR COMPACTED '\\/\ ° d 4'd - #4 STIRRUPS INFORMATION NOT SHOWN ° 50 FOOTING PER PLAN & 9`. _,.° 4. Q @ 18 O.C. STRUCTURAL FILL ` SHEET NO. d cis � i � � � � FIRM, UNDISTURBED /, PER POLAN REINFORCING o_cl � /�/\/�/\/�/ SOIL OR COMPACTED /\ /\ L \//\\\ \\ STRUCTURAL FILL FOOTING PER PLAN &SCHEDULE a) S600 I PARTYWALL STEP FDN GARAGE 11 FOOTING DETAIL 12 INTERIOR F000TING DETAIL Co) ��cn°; SCALE: 1" = 1-0" S6.0 SCALE: 1" = 1'-0" S6.0 SCALE: 1" = 1'-0" JOB NO. 3' NOTES: 1. MAINTAIN 3/8"MINIMUM EDGE DISTANCE FROM SHEATHING TO NAILS. 1. HEADER PER PLAN NOTE: 2. TOENAIL- (2) 16d TYP 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, 2. EDGE NAILING TO BE APPLIED TO ALL PANEL EDGES. CONTINUOUS DOUBLE 3. 10d @ 8" O.C. STAGGERED EDGE NAILING, SILL PLATE NAILING, AND CLIPS. 3. PLACE FACE GRAIN OF PLYWOOD HORIZONTAL. TOP PLATE. SEE TOP HEADER 4. SOLE PLATE 2. PROVIDE SOLID BEARING UNDER ALL POSTS &WINDOW/DOOR V J 4. FOR NON-BEARING WALLS, USE SINGLE KING STUD. PLATE SPLICE DETAIL. (2) 2x8 NAIL LAMINATED W/(2) 10d A 12" OC, 5. SILL SHOWN CUT AWAY TO HEADERS W - SHEARWALL SHEARWALL TYP UNO. SEE FRAMING SHOW NAILING. (2) 10d EACH STUD REFER TO SCHEDULE 11 f REFER TO SCHEDULE f PLANS CONTINUOUS WALL SHT'G ' 6. KING STUD PER PLAN FROM DBL TOP 2x WALL FRAMING @ 0 II II II I O © 7. TRIMMER. PLATE TO RIM JOIST, DO NOT 16" 0.C. EDGE NAILING REQUIRED "4111 PLACE SHT'G JOINT© BOTTOM SILL PLATE NAILING (f) 2E 4'-0" MINIMUM ALONG HOLDOWN POSTS - - - - 2x STUDS 8. CRIPPLE STUD PLATE OF WALL OR TOP PLATE / / AND DOUBLE TOP PLATE @ 16" OC 9. (4) 16d EACH END FLOOR SHEATHING PER SHEAR WALL SCHEDULE TYP O PER PLANS AND Q 16d @ 16" 16d @ 4" O.C. GENERAL NOTES jj-TP SOLID BLOCKING ALONG \ ,I 0 PANEL EDGES PER \� _ _ © O WALL SHT G I►,� ' r SHEAR WALL SCHEDULE - JOINT W/EDGE III I- SILL NAILING EA SIDE II 0 I jj: :: iiM . 8 I RIBBO NDATI 1 /4 TS/LSL II I-- T ° fFOUON PER DETAIL RIM JOIST U u e II. N QIi. B °.d a II ..8 °II N °. a II OR 2x4 RIBBON ►- (..) AS RIM �, ° < e s °4, "u � - A. � � ° •u. a��. < .d.. °J.1 - a II e � ` FLOOR TRUSS PER PLAN ° JId.;° ° ° a a a 'I°: B..II a e 6 'a A ° II. d ,° d e:,��1 .a a ° ° II •° d s Ct n. e d ° G. °. ° ° 44 4 ° a e � O CONTINUOUS DOUBLE (f� W TOP PLATE. SEE TOP 2x WALL FRAMING PLATE SPLICE DETAIL. @ HOLDDOWN REQUIRED WITHIN HOLDDOWN POST PER SHEARWALL 16" O.C. IF 6" OF EACH END OF SHEARWALL, U.N.O. SCHEDULE. SEE SHEARWALL PLAN, TYP 2x STUDS @ 16" O.C. OR WHEN NO HOLDDOWN IS REQUIRED. SEE SHEARWALL PLAN D (f) (DS--7.0 ELEVATI N 1 TOP PLATE SPLICE TYPICAL STUD & SHEAR WALL O 3 TYPICAL FRAME OPENING 4 FLOOR PERIMETER S7.0 SCALE: 1" = 1'-0" 6-005-01 SCALE: NTS 6-038-01 S7.0 SCALE: NTS 6-013-01 S7.0 SCALE: 1" = 1'-0" 6-001-06 NOTES: NOTE: NOTE: . ° -i ; 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, NOTE: 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, ® V #, °� `�' EDGE NAILING, SILL PLATE NAILING,AND CLIPS. EDGE NAILING, SILL PLATE NAILING, AND CLIPS. 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, EDGE NAILING, SILL PLATE NAILING, AND CLIPS. ...::-.. =' p EDGE NAILING, SILL PLATE NAILING,AND CLIPS. 2. PROVIDE SOLID BEARING UNDER ALL POSTS &WINDOW/DOOR HEADERS 2. PROVIDE SOLID BEARING UNDER ALL POSTS & WINDOW/DOOR FLOOR SHEATHING +°� . HEADERS FLOOR SHEATHING PER PLANS AND - PER PLANS AND o GENERAL NOTES -' = p'-• E GENERAL NOTES : 2x WALL FRAMING \ CONTINUOUS WALL SHT'G 2x WALL FRAMING @ o 0 e-o 16" O.C. @ PER PLAN FROM DBL TOP 16" O.C. 8d @ 4" OC WALL SHEATHING, AS REQ D PLATE TO RIM JOIST, DO NOT II 8d @ 4 OC ® �.. : - • SILL PLATE NAILING - PLACE SHT'G JOINT @ BOTTOM SILL PLATE NAILING a FLOOR TRUSS OF WALL OR TOP PLATE 1 /4 x 14 LSL GOOD FOR 380 PLF PLATE 0 FLOOR SHEATHING CONTINUOUS DBL 1%4 TS/LSL P FLOOR SHEATHING BLOCKING WIND LOAD M PER PLANS AND RIM JOIST ALONG PER PLANS AND GENERAL NOTES LENGTH OF OPENING. GENERAL NOTES FLOOR TRUSS IN E-III _ WALL SHT'G ROOF SHEATHING 2 x 6 CONTINUOUS FLOOR TRUSS PER PLAN -•` l Q.,N EXTEND 2' 0" BEYOND PER PLAN = M L��,■ .. !pill STAIR OPENING @ EA. END JOINT W/EDGE .�.� PER PLANS AND NAILER W/(2) 16d ,.r v,NAILING EA SIDE AT \j I�►� GENERAL NOTES EACH TRUSS -- �� ��� o I WALL SHT'G RIM (OR GABLE TRUSS) N o II JOINT W/EDGE ONLY I 8d © 6" OC NAILING EA SIDE ;I■ 1 %4 TS/LSL I ucru i _ S1R RAC II RIM JOIST OR II II GABLE TRUSS II ,�,�� 11I (2) 16d TOE- �• C 12,320 9 NAILS 6" OC 711 @ I� SIMPSON LTP4 CLIP BLOCKING ONE BAY 1- FLOOR TRUSS 1 AIR GAP SIMPSON LTP4 CLIP ( } ALONG SHEAR WALL - j ABOVE SHT'G. ALONG SHEAR WALL @ 48 OC W/ 10d NAILS 1 r .- ,, t - �• CONTINUOUS DOUBLE PER PLAN MAY FILL WITH @ 4" O.C. TO EACH BLOCKING OREGON . ► ROOF SHEATHING TO I TOP PLATE. DO NOT CONTINUOUS DOUBLE 1 %4 x 14"TS/LSL BLOCKING CONTINUE BELOW ALL SHT'G MEMBER (AS SHOWN) y' 196 SPLICE FOR 2'-0" (ONE BAY) @ 48" OC TRUSS OR RAFTER CONTINUOUS DOUBLE I V 15� � - BEYOND STAIR TOP PLATE. SEE TOP W/ 10d NAILS @ 4" OC SEE PLAN OVER-FRAMING EDGE NAILING TOP PLATE. SEE TOP 1"AIR GAP ABOVE I J° ENS OPENING @ EA. END PLATE SPLICE DETAIL. TO EACH BLOCKING PLATE SPLICE DETAIL. SHT'G. MAY FILL WITH CONTINUOUS DOUBLE TOP PLATE. SEE TOP MEMBER (AS SHOWN) SHT'G PLATE SPLICE DETAIL. EXPIRES'12-31-2011 2x WALL FRAMING @ WALL SHEATHING 2x WALL FRAMING 2x WALL FRAMING SIMPSON EA. BLOCK CLIP @ EDGE NAILING @ / 16" 0.C. 2x WALL FRAMING@ U 16" 16 O.C. @ �- WALL SHEATHING 16" O.C. 2 Q W o Q U cn i 8 INTERIOR SHEAR WALL o 5 PARTY WALL LOWER STAIRS 6 FLOOR PERIMETER 7 OVER-FRAMING DETAIL INTERIOR SHEAR WALL o _ = SCALE: 1" = 1'-0" 6-009-08 cz� ± 0 w in Lu S7.0 S7.0 SCALE: 1" - 1'-0" 6-002-06 S7.0 SCALE: 1"=1'-0" 6-030-01 S7.0 SCALE: 1" - 1 -0 6-009-08 57.0 .. w �d w D a 0 D NOTES: p 1. SEE TYPICAL FRAME OPENING DETAIL FOR INFORMATION 1.1 NOT SHOWN. 11 OFFSET EA STRAP TO 2. SIMPSON STRAPS SHALL BE PLACED ON TOP OF WALL II ATTACH ON OPPOSITE SHT'G, WHICH HAS NOT BEEN SHOWN FOR CLARITY. jlM SIDES OF POST AS Ijl� SHOWN u) HOLDOWN POST - SILL PLATE NAILING R 6X6 POST AT EACH PER SCHEDULE Ii END OF SHEAR SIMPSON STRAP - BOTTOM PLATE �I II WALL, I SEE PLANS AND zz x WALL FRAMING EDU --/ / BEAM PER PLAN - FLOOR SHEATHING I1 O • SEE PLANS AND PLAN VIEW I WALL,'a� JOIST • J -� SHEAR WALL SCHEDULE PER SHEAR WALL 11J (2) SIMPSON STRAPS WALL SHEATHING 2x PLATE, SEE SCHED • GENERAL NOTES Q a II D PER PLAN, (1) ON EA PER SHEARWALL FOR SILL PLATE NAILING a y j a SCHEDULE I��I�°o I _I_ W 0 I NOTCH SHT G SIDE OF BEAM PLANS&SCHEDULE __= -___- __ _'__- w �-- w �' 1 ' FOR STRAP (6)8d @3" OC RIM JOIST I. ° " AT BLOCKING ONLY 1 6- . SIMPSON STRAP •o.e .I iI IL CONTINUOUS DOUBLE Y- IIT° SEE SCHEDULE OH . ,PERAL °o° TOP PLATE. SEE TOP >PLATE SPLICE DETAIL. Q° ° DOUBLE TOP PLATE E °el oa U w °) BEYOND STRAP •M . BEAM, SEE PLAN I) I .me • o .Wo MATCH SIMPSON ' ' NOTE: o o cr) • FA A m° STRAP FROM ABOVE, NOTE: SEE TYPICAL FRAMING �I 11 - SEE TYPICAL FRAMING �1 ° CENTER ON SIDE OF DETAILS FOR ADDITIONAL DETAILS FOR ADDITIONAL v, >.......,...y ,.,..: - INFORMATION 75 KING STUD NAIL •II ! a ° `oe BEAM & FILL ALL INFORMATION I. LAMINATE TO POST II '_ e •°• NAIL HOLES W/SIZE Q • w `t<:.: D Q p II BOTTOM NAILING Q POST PER PLAN W/(2) 16d @ 12" OC OF NAIL CALLED OUT D PER SHEAR WALL < W/SIMPSON ACE, TYP. ° MATCH AND ALIGN W/ 3 r _II_ I D SIZE TO MATCH POST .�e .°a IN THE HOLDOWN w w m . e SCHEDULE STUDS OR POST ABOVE O ° II SCHEDULE wE AND BEAM, UNO. R TRUSS OR •� .m UNLESS OTHERWISE II I. c.) FL00 SS 0 L- ° NOTED, SEE PLANS AND II I MATCH AND ALIGN W/ SHEET N0. BLOCKING, SEE SHEAR WALL SCHEDULE \ II co FRAMING PLAN WRAP STRAP MATCH HOLDOWN POST SIMPSON HOLDDOWN SIMPSON HOLDDOWN II POST ABOVE UNLESS Q AROUND BEAM AS FROM ABOVE STRAP, SEE PLANS OTHERWISE NOTED, REQ'D, SECURE EA END OF & SHEAR WALL SCHED. STRAP, (1) ON EA SIDE, SEE PLANS AND i BEAM WITH MATCHING BEAM PER PLAN SEE PLANS&SHEAR SHEAR WALL SCHEDULE - SIMPSON STRAP WALL SCHED. 57. 0 SHEARWALL STRAP TO BEAM SHEARWALL STRAP TO BEAM HOLDDOWN STRAP DETAIL --r2 10 11 12 13 14 = _ _ JOB N0. S7.0 SCALE: 1" = 1 -0 6-016-02 S7.0 SCALE: 1" - 1 -0 6-017-01 S7.0 SCALE: NTS 6-017-08 S7.0 SCALE: 1" - 1 -0 6-022-01 S7.0 SCALE: NTS 6-022-03 CEN-090 U NOTE: (2) 16d PER 1. SEE SHEARWALL PLANIAND SCHEDULE FO R ALL SHEATHING, CONNECTION EDGE NAILING AND SILL PLATE NAILING. TRUSSES @24" OC o 2x4 FLAT w (1) SIMPSON RBC 2x6 BLOCKING @ 32" OC CLIP EACH BAY. @BRACE. FASTEN 8d @6" OC NOT REQ'D @ SHT'G TO BLOCK TYPICAL, UNO Q / EXTENT OF WALL LENGTH / SHTG PER ROOF SHEATHING PER VENTED/SCREENED W/8d @ 4" G.C.SEE PLAN 111111 SHEAR WALL PLAN PLANS AND GENERAL BIRD BLOCKING. 8d @ 6" OC 6" II SCHEDULE NOTES �� (2) 16d PER -I = 6 MAX FROM END _ 1 8d NAILS @ 6" O.C. �� - x x �1 I CONNECTION OF WALL, TYP, U.N.O. i ►, a Y ��/x fY ,'� il Q ,. x_, I 1 F- ROOF SHEATHING (EDGE NAILING) _� W 2x8 BARGE 0 DBL STUDS I (2) ROWS OF 16d NAILS EDGE NAILING AT '/ 2x2 TRIM SPACE PER EDGE NAILING EA END UNO I IN SHEARWALL SCHEDULE EACH SIDE OF RIDGE 01‘: i SEE SHEARWALL t I '.�, :r, r 8d @ 6" OC UNO, SEE - 1 SCHEDULE �1 @ PLYWOOD SHTG WITHIN 1 MIN. Q r 1 SHEAR WALL SCHED �\ Y8" FROM TRUSS OR r I ' ' SHEATHING PER NOTCH RAFTER OR .I_ �I -,, RAFTER EDGE MANUFACTURED TRUSS FOR 1_ I��,1 PLAN &SCHEDULE - MANUFACTURED 2x SOLID BLOCKING -� y �� � TRUSSES OR ROOF 2x4 OUTRIGGER HOLDDOWN, TYP Itri r EXTEND THRU ��� TRUSS OR RAFTER VENTED BIRD BLOCKING RAFTERS @ 24" O.C. C,�oPERPENDICULAR �� .�\ ALLOWED @ A MIN. 2 x 6 BRACE 48" OC FIELD NAILING PER _ ______- WALL i �� OF EVERY 3RD BAY @ . . SHEAR WALL SCHEDULE --- - - �� �\ SIMPSON H2.5 CLIP W/(4) 16d NAILS TO BLOCK T; @ ID EACH MEMBER, TYP ��! ir.:: I-- Ct SHEATHING PER SHEARWALL UNO ON FRAMING PLAN SHTG P'ER PLAN EDGE NAILING SIMPSON A35 CLIP EDGE NAILING co PLAN & SCHEDULE EACH BRACE AND SCHEDULE (2) ROWS OF EDGE NAILING HOLDDOWN WALL SHEATHING CONTINUOUS DOUBLE I PER SHEAR WALL SCHEDULE CONTINUOUS DOUBLE TOP PLATE. SEE TOP INTO HOLDOWN POST, TYPICAL PER PLAN & TOP PLATE. SEE TOP PLATE SPLICE DETAIL. SCHEDULE PLATE SPLICE DETAIL. I- 2x WALL FRAMING @ HOLDDOWN DETAIL HOLDDOWN DETAIL RIDGE DETAIL ROOF PERIMETER 16" O.G. TYP, U.N.O. 15 16 ROOF DETAIL AT RAKE 17 � 18 19 S7.1 SCALE: NTS 6-023-01 S7.1 SCALE: NTS 6-023-01 S7.1 / SCALE: 1" = 11-0" 6-026-01 S7.1 SCALE: 1" = 1'-0" 6-027-02 S7.1 SCALE: NTS 6-028-01 NOTES: 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, NOTES: NOTE: NOTE: EDGE NAILING, SILL PLATE NAILING,AND CLIPS. > , 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, NOTE 0 �.° c EDGE NAILING, SILL PLATE NAILING,AND CLIPS. EDGE NAILING, SILL PLATE NAILING,AND CLIPS. 2. PROVIDE SOLID BEARING UNDER ALL POSTS &WINDOW/DOOR HEADERS EDGE NAILING, SILL PLATE NAILING,AND CLIPS. 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, O V f °, (NI• 2. PROVIDE SOLID BEARING UNDER ALL POSTS & HEADERS EDGE NAILING, SILL PLATE NAILING, AND CLIPS. a ° 2. PROVIDE SOLID BEARING UNDER ALL POSTS&WINDOW/DOOR HEADERS 2. PROVIDE SOLID BEARING UNDER ALL POSTS &WINDOW/DOOR HEADERS 1 CLR AIR SPACE 4.� I� O ,`%-)) INCLUDING SHEET , 1 CLR AIR SPACE 2. PROVIDE SOLID BEARING UNDER ALL POSTS&WINDOW/DOOR HEADERS CA f 4 1" CLR AIR SPACE 1" CLR AIR SPACE ROCK CONTRACTOR INCLUDING SHEET 4� • I `- ' INCLUDING SHEET INCLUDING SHEET 1 CLR AIR SPACE �--i TO VERIFY ROCK CONTRACTOR ;..4 _ ROCK CONTRACTOR 1 1 ROCK CONTRACTOR WALL SHT'G, AS REQ'D INCLUDING SHEET '' p_' o TO VERIFY WALL SHT'G,AS REQ'D TO VERIFY WALL SHT'G,AS @ TO VERIFY ROCK CONTRACTOR .. o' o i 2x WALL FRAMING REQ'D 16" O.C. WALL SHEATHING,AS REQ'D ii 2x WALL FRAMING I TO VERIFY @ 16" O.C. SILL PLATE NAILING SILL PLATE NAILING 2x WALL FRAMING SILL PLATE NAILING I ® <; :... 3 • 1 ) 2x WALL FRAMING ` I SILL PLATE NAILING \ @ 16" O.C. ` � EDGE NAILING �, �� � 3 CONTINUOUS 1 /4 EDGE NAILING @ 16 O.C. EDGE NAILING REFER TO DETAIL r ;TS/LSL RIM JOIST FLOOR SHEATHING CONTINUOUS DBL 1/4 TS/LSL 1 Y4 TS/LSL I FLOOR SHEATHING - M FLOOR SHEATHING FLOOR SHEATHING 20/S7.1 FOR STAIR 1 Y4 TS/LSL PER PLANS AND RIM JOIST ALONG CONTINUOUS I PER PLANS AND c) -ogn PER PLANS AND RIM JOIST PER PLANS AND FRAMING THIS SIDE BLOCKING PER GENERAL NOTES I GENERAL NOTES GENERAL NOTES LENGTH OF,OPENING. RIM JOIST ) GENERAL NOTES _ N sun�i�i�`�i►.i� EXTEND 2-0 BEYOND �- DETAIL 6/S7.0 � �I �' ►�,_ ,��, OF WALL 1► - sivi■ ■iwl■ s -i- 'I� M .�.� I,' II ►!1 C.. STAIR OPENING EA. END '_. C -__ -1 w ° -„ ..1:==== =====... .. � ,.�- :s%�-;_mss.. .. .. =',=====I: _e,_>. •.. .. .. .. .. .�. @ I I I�� ,�: r!� =-N4IV 1 ill 1'! I I (2) 2x BLOCKING AT ni_ iii ` o „ WALL SHTG 111 ��' N II k"\.. /'I I I . -III ill ---- ---- .�JO�� ' �'".---- Ai NAILING EIDE __IIII\, 1 11�.___� �'I ► �` ��I IK*i1 Q ill -.. , _„ I III_ Fs ►. ' ' C.I ►•. ►�" TOE- �p REFER TO DETAIL , �� �C.0G�NEF� 0 III (2) 2x BLOCKING AT TRUSSES; �II -� (2) 16d TOE ��II BLOCKING PER DETAIL 6/S7.0 22/S7.1 FOR STAIR 12 320 9 (2) 1%4 x14 TS/LSL •, BLOCKING BETWEEN I FLOOR TRUSS PER PLAN ,� NAILS @ 6" OC FRAMING THIS SIDES ■ , BLOCKING BETWEEN (2} 1/4 x 14 TS/LSL BLOC@ G E FLOOR TRUSS � � gill � ..��,�, _TRUSSES WI 16d NAILS 12 O.C. PER PLAN (2) 2x BLOCKING AT TRUSSES; FLOOR TRUSS (2) 1Y4 x14 TS/LSL OF WALL BLOCKS W/ 16d NAILS }.. .. _ .�- . OC S STAGGERED CONTINUOUS DOUBLE PER PLAN II BLOCKING BETWEEN © 12" O.C. STAGGERED FLOOR TRUSS PER PLAN I (2) 1 Y4 x 14 TS/LSL BLOCKING�BETWEEN TOP PLATE. DO NOT I: BLOCKS SIMPSON LTP4 CLIP 1� ��OREGON�„� TRUSSES W/ 16d NAILS @ 12 O.C. 9 7/ / STAGGERED SPLICE FOR 2'-0" PER SHEARWALL Y 15, �` II SIMPSON LTP4 CLIP EDGE NAILING BEYOND STAIR 'i PER SHEARWALL SCHEDULE N J. Et•O' SIMPSON LTP4 CLIP SIMPSON LTP4 CLIP OPENING @ EA. END jj' SCHEDULE PER SHEARWALL PER SHEARWALL II EDGE NAILING EXPIRES'12-31-2011 2x WALL FRAMING @ SCHEDULE 2x WALL FRAMING @ SCHEDULE 2x WALL FRAMING @ 16" O.C. 1 1 16" O.C. 16" O.C. II II 2x WALL FRAMING @ WALL SHT'G,AS REQ 16 O.C. WALL SHT'G,AS REQ'D WALL SHT'G, AS REQ'D I/ 0 Q w o Q U cn o 20 PARTY WALL FLOOR DETAIL PARTY WALL FLOOR DETAIL PARTY WALL @ LOWER STAIRS 2PARTY WALL FLOOR DETAIL PARTY WALL FLOOR DETAIL o 21 22 �.i 24 0 ... SCALE: 1" = 1'-0" 6-003-05 W o S7.1 SCALE: 1" = 1'-O" 6-003-05 S7.1 SCALE: 1" = 1'-0" 6-003-05 S7.1 S7.1 SCALE: 1" = 1'-0" 6-003-05 z v w w dg I" Q 0 0 U 0 2x WALL WALL SHTG TRUSSES PER PLAN FRAMING (2) STRAPS SIMPSON ST18 EA END @ 16" O.C. (4) STRAPS TOTAL PER FRAME SHEAR WALL '�� 2x WALL FRAMING Ad( ROOF TRUSSES CENTER ON CONT. HEADER SEE PLAN 2x6 BLOCKING ALONG I @ 16" O.C. PER PLAN ROOF TRUSS W/ 16D 2 x WALL FRAMING NAILS @ 4" O.C. I (2) 10d NAILS @ 16" O.C. FLOOR SHT'G II BLOCKING PER PLAN & II SILL PLATE & co 1 1 1 1 1 I I I 1 1 I I I FLOOR SHT'G - 7.--= 1/ @ 4" O.C. 1�� . . . �11 ►I� II PER 6/S7.0 GENERAL NOTES II NAILING PER PLAN 1 H ►; H H H ■1 H H H H H N ► A 1 PER PLAN AND I �', 1 FLOOR SHTG II STAGGER ROWS II FLOOR SHTG II o z GENERAL NOTES I I PER PLAN AND '' 2x WALL FRAMING �, PER PLAN & FLOOR TRUSSES II 10d COMMONS p BEAM PER PLAN GENERAL NOTES II @ 16" O.C. �I GENERAL NOTES PER PLAN WALL SHTG a_ FLOOR TRUSS ��I O _ 00 USS @ 2" O.C. II -- - -►��lI 0 PER PLAN ALONG TRUSS II II SILL PLATE "- -' "i•-' BEAM PER PLAN w - CONT HEADER, FLOOR TRUSS II WALL SHTG. DO 4� �� II 0 _ SEE FRAMING PLAN �'� ROOF TRUSS---.- PER PLAN II NOT PLACE JOINT - --'�� , 1! WALL SHTG. DO c CAPABLE OF II @ I _� BOTTOM NOT PLACE JOINT " ) co TRANSFERING �- _=II PLATE OF WALL \� ,..../, @BOTTOM <� ..I 4x4 MINIMUM EASIDE, s-- I TYP, UNO ON PLAN = 625 PLF II _ P _\ ::: ::1::N ,._1 III /\J(/\J 4 x 4 SHIM 1 4 �� II,� I BLOCKING-� -�►i I Ir �i� / AIIII r Or 11 ... r ism_i� CLIP@ 10 O.C. DBL TOP �I DBL TOP �� w - HOLDDOWN HANGERS BY TRUSS MNF II _cv SEE PLAN HEADER PER PLAN PLATE Ir I PLATE N SILL PER ' _ � f - FLOOR TRUSS BLOCKING @ 48" II (N/A AT SIM) (2) 10d NAILS ► r SHT'G JOINT � SCHEDULE � �, PER JOIST I PER PLAN (3) SIMPSON o �I O.C. W/10d TOE-NAILS CONT DBL �. p (DO NOT PLACE I HGA10 CLIPS N INTO TRUSS BOTTOMII DBL TOP (3) SIMPSON PER WALL LTP4 CLIPS ALONG -0 a H. a d - CHORD TOP PLATE I) 10d COMMONS PLATE HGA10 CLIPS (6) @ 24"WALL u u II a II „ THIS JOINT) PER WALL I w 0 `, II 2 O.C. (3) SIMPSON I. SIMPSON BEAM PER PLAN Q �' � �� A z � to � �� N/A AT SIM} (6) @ 24 WALL o Q �` I' FOUNDATION PER 2 ' a SHEAR WALL II HGA10 CLIPS II STRONG WALL PLAN N ao S ' . EDGE NAILING PER WALL SIMPSON II II PER PLAN / a 4 �\ d WALL SHTG (2) @ 12"WALL STRONG WALL II NON BEARING WALL / o SIMPSON PER PLAN - SHEET NO. CU (1)#4 MIN UNO STRONG WALL POST PER PLAN o SEE HOLDDOWN PER PLAN I SCHEDULE 0 n. 570 1 a) E 25 FRONT GARAGE DETAIL 26 27 28 29 ca L II 1 11 1" 1 11 1" = 1 11 1" 1 11 C S7.1 SCALE: NTS 6-035-01 S7.1 SCALE: 1" - 1 -0 S7.1 SCALE: 1 = 1 -0 S7.1 SCALE: 1 = 1 -0 S7.1 SCALE: 1 = 1 -0 JOB NO. CEN-090 U SIMPSON � ROOF TRUSSES BY OTHERS BEAM PER PLAN NOTE: H2.5 EA TRUSS ,/ SHT'G TO EXTEND TO NOTE: NOTE: �� DBL PLATE AT END WALLS 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, 1. ALL HARDWARE SHALL BE HOT DIP GALVANIZED. 1. ALL HARDWARE SHALL BE HOT DIP GALVANIZED. EDGE NAILING AND SILL PLATE NAILING. 2. ALL LUMBER SHALL BE PRESSURE TREATED. 2. ALL LUMBER SHALL BE PRESSURE TREATED. '' 11 — 8d @ 6" OC N ta.<-4\ SIMPSON ,� , 0 0 0' 11-4" 4'-0" O.C. MAX :: :1:f • • • • • .;� A35 @ 6x6 y Ijfili; AL 2x BLOCKING SHAPED T\ —ATOF ��WAP III TOP ES F 6x6 400 TE ) BOTTOM OF BEAM TRUSSES 4x4 POST (1) SIM PSON RBC I jr �� �I� �I► &WITHIN 16" OF BELOW 314"I I �• CLIP EACH BAY. /' I I1'A A EA CORNER OF TYP ' ,�mil MNF TRUSSES 2x6 VERT Q SHT'G AT 1 NOT REQ'D @VENTED � _��� DECK&FACE OF • BELOW WINGWALLS TO - 2x6 W/SDS/4,�x 3 BLOCKING. BY OTHERS _ HOUSE o BE ONE COMPLETE x SCREWS @ 6 O.C. �! SIMPSON A35 CLIP w 0 ib @ SOLID PIECE TO 6x6 POST 2x SOLID BLOCKING, �� BLOCKING VENTED BIRD @ �� � SUBSTITUTE FOR LTP4 �,� 48" O.C. CLIP PER SHEAR WALL \ PLAN VIEW J (BEYOND) BLOCKING ALLOWED �� AT TOP OF, iii PLANS &SCHEDULE ><\\: 2x6 FLAT PT, W/(2) SIMPSON 2x WALL FRAMING -� %- @ A MIN. OF EVERY i° WALL Q SHEARWALL EDGE 3RD BAY �° @ 16" O.C. - NAILING (BEYOND) �_�. @ SDS Y4" DIA x 3" LONG EA END 8d @ 6 OC ° DBL 2x8 BLOCK G @ „ \ .-- _— MI ri'1 OR 2 2x8 J015T 4x4 POST & EA,POST, D W FULL HEIGHT 6x6 POST ; " � ( ) BELOW # 10 x 3 LONG WOOD SCREWS ►,I♦ I � - Z 12" O.C. IN BETWEEN U SIMPSON `., EA END OF WINDOW SEAT ' � �' 16d @ 6" O.C. `�' @ BOTTOM LUS26, TYP': x W/SIMPSON A35 CLIP I _ 2x8 DECK JOIST (r) PLATE TOP&BOTTOM WI'P 2x4 CONTINUOUS Qs• NNW NAILER EDGE NAIL PER :�z \— '';'j;=a� @ 16 O.C. \ I/ 4x6 BEAM -� EA SIDE OF POST ROOF TRUSS ,' - �'^� -\ Ct . SHEAR WALL ,�� t' 2x6 16" O.C. TYP 00 SCHEDULE \— € ar''Ell �' @ 1" CLR AIR SPACE ( `alr 4x4 POST @ W SIMPSON H2.5 WALL SHEATHING AS REQ'D -Nz 4-0" O.C. MAX N!!\ N `� INCLUDING SHEET �- (2) SIMPSON „• EA RAFTER, TYP PER SHEAR WALL PLAN N & 4W IN 16 OF ROCK CONTRACTOR SDSY4 x 3" SHT'G TO EXTEND TO VERIFY WOOD SCREWS EA CORNER& TO BOTTOM OF 4x6 SHEATHING 2x WALL 2x6 WALL STUD FACE OF HOUSE I� (2) SIMPSON HDU4 W/ SIMPSON A35 FROM BLOCK'G AT EACH POST PER SHEAR WALL FRAMING 16 O.C., TYP AT END WALL I- ALIGN 4x6 W/6x6 POST SCHEDULE @ "16" O.C. II @ %" DIA. THREADED ROD 2x8 DECK JOIST, NOT REQ'D / 1 -0' X (11) MAX EA END W/SIMPSON HUC46 OR HEADER II WHEN(2) SIMPSON HD2A ATTACHED EACH END TO 2x8 JOIST 30 KITCHEN BAY WINDOW 31 ROOF PERIMETER (31;) PARTY WALL ROOF 33 POST BASE CONNECTIOIN 34 TOP RAIL CONNECTION S7.2 SCALE: 1" = 1'-0" S7.2 SCALE: 1 1 -0 6-034-08 SCALE: 1" 1 -0 6-031-07 S7.2 SCALE: 1" - 1 -0 6-045-02 1" = " _ j " - S7.2 SCALE: 1" = 1-0" 6-046-01 NOTE: NOTE: NOTE: NOTE: 1. SIMPSON CLIP NOT REQUIRED WHEN WALL SHEATHING IS 1. SEE SHEARWALL PLAN AND 8d @ 2" OC 1. SEE PARTY WALL DETAILS FOR ALL CALLOUTS NOT SHOWN 1. OVER-FRAMING NOT SHOWN FOR CLARITY. SEE OVER-FRAMING DETAIL NAILED AS PER ALTERNATE NAILING DETAIL. SCHEDULE FOR ALL SHEATHING, i� C ;r24;FOR ALL OVER-FRAMING REQUIREMENTS BY PLANS. EDGE NAILING AND SILL II FASTEN BLOCKING ® V N 2. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, W/(6) 16d EA. BLOCK �,PLATE NAILING. � , .< o 2. SEE DETAIL 32/S7.2 FOR ALL CALLOUTS NOT SHOWN EDGE NAILING, SILL PLATE NAILING,AND CLIPS. II 1/ 3. ALL DECK MEMBERS SHALL BE PT AND DECK HARDWARE II►�, SHEAR WALL SHEATHING �"� I� ,�j '" `�1 jI SHALL BE HOT-DIP GALVANIZED. �1j� ���� MUST EXTEND DOWN TO f;� o II 11 /V1 -II" ��� BOTTOM WALL PLATE, TYP = o 1:13,2 II 4. REFER TO FLOOR PERIMETER DETAIL FOR INFORMATION NOT SHOWN '2x6 BLOCKING � �`�-°� � -�i ALONG TRUSS (2) @ C�I CONTINUOUS WALL SHT'G 2 8d 4" OC _i;_, ,,, i _ 2x WALL FRAMING @ BLOCKING C� O • :... PER PLAN FROM DBL TOP '' PLATE TO RIM JOIST, DO NOT 16 O.C. ; :;c.:. �� PLACE SHT'G JOINT BOTTOM ,�� �� PEOR PLANS AND SHEATHING __ @ SILL PLATE NAILING PLATE OF WALL OR TOP PLATE II �� GENERAL NOTES �' FLOOR SHTG �� �� % M __ �� FLOOR SHEATHING PER PLAN AND a p ... , 114 / PER PLANS AND GENERAL NOTES M i 4 GENERAL NOTES w o \ A>� 2x6 FLAT DECKING W/ FLOOR TRUSS 'r sams II � (2) 16d NAILS EA MEMBER ; PER PLAN c. co I INTO EA JOIST I — N . II PI- I II __ _ II .. ii )\ „ 1 1 I 1 I I I I I I Ity PROT 48 MAX, CONTRACTOR I allr _ !,ill 0,\) f TO VERIFY ►�A ill��l►ir G1NEe * ■And'' - �, 12,320 II _____ SIMPSON LTT19 W//$"0 �' ' x 6 LAG SCREW INTO °14' FLOOR JOIST OR II xr BLOCKING PER PLAN Aso. >< I BLOCKING OR RIM JOIST II �� ��OREGON�„� • ■ 2x8 DECK JOISTS @ 16 O.C. CONTINUOUS DOUBLE CRIPPLE WALL BETWEEN TRUSSES <),.,'-4 C 15, ��� SIMPSON LUS26 TOP PLATE. (3) 2x6 STUDS EVENLY SPACED SIMPSON N J. Et�1' 2x WALL FRAMING @ W/7/16"APA RATED SHTG LTP4 PER 2x8 LEDGER W/(2) SIMPSON W/2x6 TOP AND BOTTOM PLATES SCHEDULE EXPIRES'12-31-2011 II _ Y4" 0 x 4Y2" SDS SCREWS @ 12" 16 O.C. ALONG ENTIRE O.C. INTO RIM CONT DBL II FRONT ENTRY \ JOIST \ - TOP PLATE iI 0 Q uj N _/ WALL SHT'G < 0 ( ~o 35 PARTY WALL FLOOR DETAIL 36 PARTY WALL ROOF / 38 ENTRY ROOF DETAIL c) 0 o S7.2 SCALE: 1" = 1'-0" 6-003-05 S7.2 SCALE: 1" = 1'-0" S7.2 SCALE: 1" = 11-0" z v w 37 DECK C ONNECTION w 0 0 U 0 S7.2 SCALE: 1" = 1'-0" 6-047-01 Co z z 0 p- 0_ E 0 U 0) W 0 CO 1 07 cii a ..___-.._.._.Y..�.,_.,... __.._...._. w N co O CC 0 0_ Q Lu a 0 Q. E a) 0 SHEET NO. co 0 To 0. 0 m a) S 7 0 2 , , , c. , cf) L ci) JOB NO. CEN-090