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Plans (15) £ 000 Z LOZISIN ZOfOOZLOZ1SW X0 £00 ZIOZISTAI 00 £00 ZIOZISIAT 66ZOOZOZ1LSJ/ MsT' 1 a.- cyca99 ms7-66/a- d-o 30I /15 %( .C1,2- crn. 3 JVI51-020/g - CID 3 ao ,.mot S7-076I62-aV 3c.:-. . , • ! - A inage at S W A �l/r�I,r r �( ' 1 . ritt 0.04, �A .`! 1:.//4 _Ai �� , :ft;� - DEC 11 2 54.;Summer Creek $4., .;,„„Fil 7 CITY OhTI IiA'►D 2� I� BUILDING VI'IliN 1$�� - - - I ) 7.66 0 Atm. ezi, .et6 ti /SA .; s , . 63 Imp 1881i , dr , ------- . „ ,i f. . . 0,' � „ 5.0, w 5.0' . . ,. D , ,. , A _ „ _ ;.;4S:;' r ; ;11,:.0. .�`I1.0.. . . ` �'TSS1;0 1'1 ^ 1.1.:L1'. � ' � I I •1 # 1 �. •0. . . . . . . 5 +1 . . : .Building Plan: 20 , 23.0 , s FfvFn Lots 69, 70, 71, 72 & 73 _ : „ 69 �� 71 72 • 'r ' FF TOW 188.93 FF/TOW 188.93 l00 : IV 3 Units A-C-B-C-A / FF/TOW 189.93 FF/TOW 189.93 l )� �! C))�vl �)�` GS 188.23 ! GS 188.23 I GS 188.73 I FF/TOW 189.93 I GS 188.73 I GS 189.23 1 TOP 188.39 TOP 188.39 TOP 189.39 TOP 189.39 I -- TOP 189.39 1 ' SITE PLAN I I I 1 _, Q I 1 I I Scale: 1"-10' �o 0 I y ,r ti) \ \ \I I ' �( 9� r 0 /3 10.3' -1 r- I - -T■ -r r" 17. �. . j ! 19.3' N . ' . ! 16.3' 17.3' :j 14.3' 15.3' I 0 1 '13.3' 14.3 '::0 , ,'''' I i 1 :. I 1 I ';:•I I ' - 1 . r i i I 185.15 I ,, J 77 • j 7f o I q .%�dll - ...iL _ --l � . r`: il ,w4$�1jll ' la l _ _ -�►n. Q •'ie 'r p ,/: ,/�fji4jIk/� l / l' - n _ d _ - 7 n � A' t n _ n i % i //' / r �. , te . __ _ r" : ' _ N n , _ ,r":''::';.:4:;:::::::::::.' . - . r _ n.•I r r' .L e r n rr 4 , n ENGINEERING ASSOCIATES CORPORATION . I - _ - - '- - - - 0 -7 A..' 17757 Kelok Road Lake Oswego, OR 97034 Tel. (503) 636-4005 Fax (503) 636-4015 n 1 1 „...,........ , RECEIVED DEC 11 2012 CITY OF TIGARD BUILDING DIVISION 1 0 o 1 suILDIN6 SQUARE INDEX: c-,, 1 S u mm e r Creel< N FIRST FLOOR 242 SF PUILDING SHEETS: N• p•-4 k 5185 SECOND FLOOR 242 SF 20.00 COVER SHEET CJ) LN TM THIRD FLOOR 5121 SF 20.10 FOUNDATION/O / SLAB PLAN • TOTAL HEATED 6558 SF 20.20 FIRST FLOOR PLAN R PLAN 20.2 SECOND FLOO .`,, 2 1O SF 20.22 THIRD FLOOR PLAN I. GARAGE r fs, PORCH I q SF 20.30 ROOF PLAN ROOF A TOTAL AREA UNDER 01582 SF 20.40 FRONT ELEVATION (2) (r): 0 F 20.41 REAR ELEVATION 1 , Pled O 20.42 SIDE ELEVATIONS 0 It - NIT A AREVIATIONS: SYM5OL 20.52 6UILDING SECTIONS - UNIT 0 v DETAIL E RENCE: WOOS TAG: UNIT A. 20.53 BUILDING SECTIONS UNIT B (1 ADJ. ADJUSTABLE P . DISHWASHER HR. HOUR REF. REFERENCE r� 3068 20.54 BUILDING SECTIONS - UNIT C r-I A/C AIR CONDITIONING DAR DRAWER HYD. HYDRANT REINF. REINFORCE (D)(ING) � �� FIRST FLOOR 60 SF ••� a HDR. 7=IO UNIT A ALT. ALTERNATE DWG. DRAWING IN. INCH R.A. RETURN AIR q DETAIL NUMBER ' SECOND FLOOR 1O5 SF 20.55 BUILDING SECTIONS U cc '' ROD AND SHELF DI _ UNIT A - MIRROR: T� ING R 5 A.B. ANCHOR BOLT DIV. DIVISION INCL. INCLUDE(ED) ( ) 6q� SF SHEET NUMBER SIZE. FT. IN. WIDTH FT. IN. HEIGHT THIRD FLOOR O - - - RAGE REAR LOAD GA FLOOR PLAN END UNIT RE L UNIT A FOUNDATION/ SLAB PLAN FIRST LOO N < AI 1.2 UN O ABV. ABOVE DN. DOWN INSUL. INSULATE RM. ROOM ONLY HDR. HEIGHT FOR EXT. DOORS O L 1460 SF TOTAL HEATED >� ABOVE FINISHED FLOOR S. DOWNSPOUT INT. INTERIOR R.O. ROUGH OPENING s OND AND THIRD FLOOR PLAN ° END UNIT A.F.F. AB L AI 32.2 UN T A SEC TR A KIT. KITCHEN SGH. SCHEDULE SU 11.E I NO SECT I ON iN I N�OYst TACK ARCHITECTURAL ELEC. ELEC IC L ARCH. A-5.® UNIT A INTERIOR ELEVATIONS LAMINATE SHT. SHEET REFERENCE�i�: 3060 SH GARAGE 620 SF EA. EACH LAM. L E - AU70. AUTOMATIC E � �� _ - = GARAGE ASPH. ASPHALT EQ. EQUAL LAV. LAVATORY 51M. SIMILAR HDR. @ -1610 PORCH 35 SF AI 4.2 UNIT A ELECTRICAL PLAN END UNIT REAR LO TI N 2115 SF UNIT P: A SEG O TOTAL AREA UNDER ROOF BM. BEAM EQUIP. EQUIPMENT LAUN. LAUNDRY S.G. SOLID GORE HEIGHT TOT L X6.1 SHEET NUMBER SIZE: FT. I N. WIDTH FT. I N. H3. GHT E31-1.2 UN I T B - FOUNDATION/ SLAB PLAN, FIRST FLOOR PLAN - INTERIOR UNIT - REAR LOAD GARAGE BRG. BEARING EXH. EXHAUST LVR. LOUVER SGL. SINGLE HEADER HEIGHT ATION 51-2.2 UNIT 8 a SECOND AND THIRD FLOOR PLAN a INTERIOR UNIT 11 A' P C. SPECIFIC BET. BETWEEN EXIST. EXISTING LTG. LIGHTING 5 E B.L. BUILDING LINE EXT. EXTERIOR LT. LIGHT SQ. SQUARE REVISION OPEN I NCa TA6: UN I T : 8-5.0 UNIT B - INTERIOR ELEVATIONS NG - ELECTRICAL PLAN - INTERIOR UNIT - REAR LOAD GARAGE A BLK. BLOCK FIN. FINISH M.B. MACHINE BOLT STD. STANDARD REFERS 30`10 G.O. FIRST FLOOR 46 SF 81=4.2 UNIT T B ELEC G L BLKG. BLOCKING FLR FLOOR MFR. MANUFACTURE (R) STL. STEEL UNIT G: . BD. BOARD F.D. FLOOR DRAIN HAS. MASONRY STOR. STORAGE O1 SIZE: FT. IN. WIDTH FT. IN. HEIGHT SECOND FLOOR 643 SF CI-1.2 UN I T G - FOUNDATION/ SLAB PLAN, FIRST FLOOR PLAN - INTERIOR UNIT - REAR LOAD GARAGE . 45 SF BOT. BOTTOM F.B. FLOOR BREAK M.O. MASONRY OPENING STRUGT. STRUCTURAL THIRD FLOOR 6 BLDG. BUILDING FLUOR. FLUORESCENT MAIL. MATERIAL SIM. SIMILAR TOTAL HEATED 1352 SF G1-2.2 UNIT G - SECOND AND THIRD FLOOR PLAN = INTERIOR UNIT GAB. CABINET FT. FOOT MAX. MAXIMUM SYS. SYSTEM CONSTRUCTION I NTER IOR ELEVATION G-5.0 UNIT G - INTERIOR ELEVATIONS I CPT. CARPET FTG. FOOTING MECH. MECHANIC (AL) SHTG. SHEATING START POINT: REFERENCE G 1=4.2 UNIT T G m ELECTRICAL PLAN INTERIOR UNIT - REAR LOAD GARAGE GARAGE SOq SF 01..6. CEILING END. FOUNDATION MED. MEDIUM . UNIT A: GLG. HT. CEILING HEIGHT FURS. FURRED(ING) HEMS. MEMBRANE T.V. TELEVISION PORCH I SF A5-1.2 UNIT A - FOUNDATION/ SLAB PLAN, FIRST FLOOR PLAN - END UNIT - REAR LOAD GARAGE START PC I NTtlllI■ TOTAL AREA UNDER ROOF 1858 SF o a - NIT CITY ii FLOOR FLAN END U GEM. CEMENT FUT. FUTURE MIL. METAL TEMP. TEMPERED ��Ip,l AS 2.2 UNIT T A SECOND AND THIRD FLOG L THREE. THRESHOLD (rA�� Y!L� `Zt, MIRROR 'i7 . t�. GTR. CENTER FR. FRENCH MIR. IRROR ELEVATION � / �� A=5.o UNIT A INTERIOR ELEVATIONS Appro eclasi�9tis�•-iJ��' E 1 AIR NIT MISC. MISCELLANEOUS T&G TONGUE AND GROOVE m Conditionally Approved.G.T. CERAMIC TILE F.A.U. FORCED UNIT - - Co 1 .a.�..�...:.i. . ND UNIT REAR LOAD GARAGE � C PLAN E � TRIGAL L Y CDR. CLEAR(ANGE) F.O.S. FAGS OF STUD MIN. MINIMUM T#P LINE TEMPERATURE AND PRESSURE LINE UNIT C/• AS 4.2 UNIT A ELEC See Letter [�f DETAILS: See�6C�sl L�.�o��v'r rtatfiiislre•tEes• GLO. CLOSET F.G. FINISH GRADE MLR. MOLDING T.O.S. TOP OF SLAB FIRST FLOOR 58 SF • Attached rr//�� •i•tiiii#i61kSEiE• Cr3 COL. COLUMN F.S. FREE STANDING N.T.S. NOT TO SCALE T.O.P. TOP OF PLATE AD.I ARCHITECTURAL DETAILS (��;�( '��6RAPH I G LEN D: SECOND FLOOR 5 7S SF AD.2 ARCHITECTURAL DETAILS t(4�2 '5C� ctii -C `Ti PermitNumber:.v_-._ -....,., GONG. CONCRETE (GAST�IN�PLAGE) F.J. FLOOR JOIST OFF. OFFICE TYP. TYPICAL THIRD FLOOR 515 5F AddreSS: COMB. COMBUSTION G.A. GAUGE O.G. ON CENTER T.BM. TOP OF BEAM CONCRETE STUCCO OR SAND AD.S ARCHITECTURAL DETAILS `0�Lt ��7 "� O.H.G. OVER HEAD CABINET TPL. TOP PLATE ° TOTAL HEATED 1 186 SF AD.4 ARCHITECTURAL DETAILS $y:•"� date:` GMU CONCRETE MASONRY UNIT GALV. GALVANIZED (SECTIONS) (PLANS, ELEVATIONS) GONST. CONSTRUCTION G.G. GE NERA L CONTRACTOR O H.D. OVER HE AD DOOR U.N.O. UNLESS NOTED OTHERWISE A D 5 ARCHITECTURAL EG T RA L DE TAI L5 �ti �� 2 I � °-e � ' �� LIABILITY BRICK GK GARAGE 480 SF -� TI G �J ¢ MU PLANS G c° VEST. VESTIBULE ( I NT OR IN GLASS, GLAZING OPG. OPENING DETAILS E C� CONT. GO INUOUS O CONTINUE GL �� WP I.00 WATER PROOFING DETA LS (C'�� (,� �� C..� �� ., � I The City of Tigard and its V.G.T. VINYL COMPOSITION TILE �♦♦♦ AND SECTIONS) 1 (ELEVATIONS) PORCH 18 SF , K GLASS BLOCK �� C-1 CJT. CONTROL JOINT L.BL L OPT. OPTION,OPTIONAL �'�. YP.BD. GYPSUM BOARD V.I.F. VERIFY IN FIELD TOTAL AREA UNDER ROOF 1682 S WP 3.00 WATER PROOFING DETAILS 01- zo (� o N{o,�GOS g al{ not O W GORR. CORRIDOR G OBS. OBSCURE 000o SIDING • GRAVEL HORIZONTAL SIDI WP 3.01 WATER PROOFING DETAILS „• N �o0oCo0o1 W G.W. GOLD WATER GYP. GYPSUM PNL. PANEL V.T.R. VENT THROUGH ROOF '°o°o°�°• (SECTIONS) (ELEVATIONS) responsible for discrepancies �� NOTE: WP 5.02 WATER PROOFING DETAILS G t,��2o 1 - k r_• GER. CERAMIC G.I. GALVANIZED IRON P.BD. PARTICLE BOARD W.G. WATER CLOSET . Viii tIG{1 rFic� appear cif` rle'f�f[!. -- FINISHED SQUARE FOOTAGE CALCULATIONS FOR THIS HOUSE WERE CALCULATED BASED ' L L. ' y p p ' CJ� _V4 R PROOFING DETAILS t� � b�C- C �� WP 3.03 WATE I '7C� �G �-C WP WATER PROOFING _ STONE GIR. CIRCLE GWB. GYPSUM BOARD PL. PLATE \\ \\ \\ SOIL ��= S ON ,LAN DIMENSIONS ONLY AND MAY VARY FROM THE FINISHED SQUARE FOOTAGE OF �� GLKG CAULKING HOW. HARDWARE PLMB. PLUMBING w/ WITH /\//\7\ (SECTIONS) + (ELEVATIONS) THE HOUSE AS BUILT. HOUSE DIMENSIONS ARE FROM OUTSIDE FACE OF STUD TO OUTSIDE WP 5.04 WATER PROOFING DETAILS (, � �� 1y 0 Tigard Erosion Control W FAGS OF STUD. _ � ,. G.J. CEILING JOIST HDR. HEADER FLAP. PLYWOOD WIN. WINDOW WP 4.00 WATER PROOFING DETAILS t . C� •, 0 DET. DETAIL H.V.A.G. HEATING/VENTING/ PVC. POLYVINYL CHLORIDE w/o WITHOUT ` l \ FINISH WOOD JL STAGGERED SHAKE Wp 4.0 I WATER PROOFING DETAILS �1C'2 14 CO r _� \ I ��/ (SECTIONS) ��T T (ELEVATIONS) • - AIR CONDITIONING P.S.F. POUNDS PER SQUARE FOOT WD. WOOD , DIAG. DIAGONAL .5. 0 ti� ' PROOFING DETAILS WP 4.02 WATER PROOF (,Cam '� L �-E -- Initial inspection: Po L..) WASHER AND DRYER H W D Prior to footing inspection HT. HGT. HEIGHT P.S.I. POUNDS PER SQUARE ING 9 DIAMETER ♦ ♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦� STONE PERFECTION SHAKE WP 5.00 WATER PROOFING DETAILS �� DIP. DIFFUSER H.G. HOLLOW GORE P.L. PROPERTY LINE W.I. WROUGHT IRON ♦♦♦♦♦♦♦♦♦♦♦♦� - - i Final inspection: DIM. DIMENSION H.M. HOLLOW METAL PR. PAIR W.H. WATER HEATER . : (PLANS) 1 (ELEVATIONS) WP 5.01 WATER PROOFING DETAILS , .. in4 t(c PRODUC110N MANAGER WP 5.02 WATER PROOFING DETAILS ike�31-20( - 6CQ7 . W.R.G.B. WATER RESISTANT BRICK Gary Culp DISP. DISPENSER HORIZ. HORIZONTAL RAD. RADIUS 'r � inspection approval !� Final � �. BOARD / PLANS ENGINEERING: I (O�Cv � ac(.�-� I� p �� GYPSUM BO ) DR. ODOR H.B. HOSE BIBB REGP. RECEPTACLE �/ ( SI GENERAL NOTES ZO Lortq required prior to occupancy. RELEASE DATE: 12/23/10 52 FOUNDATION PLAN REV $ DATE /DESCRIPTION 55 MAIN FLOO R SHEAfRWALL SECOND FLOOR FRAMING PLAN Approved roved plan) A UNIT B&C REVISIONS 54 SECOND FLOOR SHEARWALL THIRD FLOOR FRAMING PLAN shall be on job site. 04/01/2011 55 THIRD FLOOR SHEARWALL a ROOF FRAMING PLAN 56.0 STRUCTURAL DETAILS A a U 5°7.0 STRUCTURAL DETAILS OFFICE�_ v„ • S`7.1 STRUCTURAL DETAILS F ICE COPY �I • D GOM LIANC • ROJCT TEAM: 1 NERAL I°tI TI®� RAL DETAILS�® S°1.2 STRUCTURAL �.c<1 A Ind, 0 • - DIVISION z HOMES PORTLAND D D T HOME . ..... ._ ::. - . ::. .. .. . ,:., .� , .. ,.. _._, ... .... . .. .: . . ... ,r.: .,.. ..: ....:_ ._.. . . ,.,,., _ • ALL TRADES SHALL FURNISH ALL LABOR, EQUIPMENT, MATERIALS, AND PERFORM ALL WORK NECESSARY, INDICATED, GOVERNING GORES. OWNER PULE ,. .._-.. .. ....- . En_... .. =., -,: ..._. .....r _. w O i REASONABLY INFERRED OR REQUIRED BY ANY CODE WITH .JURISDICTION TO COMPLETE THEIR SCOPE OF WORK. 2005 OREGON RESIDENTIAL SPECIALTY CODE 16520 SW UPPER 500NES FERRY R . a • ON SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE SUITE 200 I' PPR D A W itrp- DIMENSIONS TAKE PRECEDENT OVER SCALE. EACH SUB-CONTRACTOR SHALL REPORT TO NUMBER OF STORIES: 5 PORTLAND, OR c11224 SI PLAN NCLU }f VN A"C N SUP CONTRACTORS. NOTED D I MENSI r .., SP IiP(�A"!"lt�l�t�l� w DRAWINGS AND/OR w TO THE WORK NG / A in, 9 - D MANAGER ANY DISCREPANCY OR OTHER QUESTIONS PERTAINING THE F EL GE G � �� o At. BUILDING HEIGHT: 51 310 TO RIDGE PHONE: (503)221=1151 URAG C _ ^ SPEC i F I GATI ONS AS DETAILED I N CONSTRUCTION AGREEMENT. EUTE+CN REp�lt'� / � FAX: (505)222-110101 Q N 0 • ALL ALTERNATES AND FINISHES ARE AT THE OPTION OF THE OWNER AND SHALL BE CONSTRUCTED IN ADDITION TO OR w M1SC DOCUMENTS X IL IN LIEU OF THE TYPICAL CONDITION AS PER THE SPECIFIC .JOB SITE SELECTIONS AND ADDENDUM AVAILABLE THROUGH MAP TAX LOT NUMBER: LOTS I=88 __ m r THE FIELD MANAGER. PARENT PARGEL(S): ISI ISGA - 00100 3nN3Ab ,,,, , Ms / 1\ EACH SUB-CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK AS OUTLINED IN THE SCOPES OF WORK AND \ ' • 15113GA - 00200 v) SPECIFICATIONS AVAILABLE AT THE PULTE DIVISIONAL OFFICE AS INDICATED I N THE TITLE BLOCK. STRUCTURAL HARPER HOUF PETERSON RI GHELL I S INC. r - I-' ® w A SI I SGA - 00300 ENGINEER: 205 SE SPOKANE STREET - mss.,.. - - - .ISIISGA ° 01000 SUITE 200 ��° •� SW 1 35TH AVENUE M Alga T- .._....nom -��® PORTLAND, OR 1°7202 a, , I_ _ -,�. N CATION ADRESS_ ' -1 E f ` �• ° n a la P z PROJECT TYPE PHONE: (505)221-1151 �' .,\ � 'r- �■■��i�r � 1 _ ° 11�IF 0 FAX: (505)222-7�qq S "pro ��P� ►�i� �'l •.� o LOTS 1-16, 84-88 = SW ROSEMARY LANE � LO TS I`1=68 - SW SAGE TERRACE _ COMMUNITY NAME LOTS 601-83 - SW MALLOW TERRACE `� , _ , add , , � •.. �► Air ® . 6 .:Ii. . _ �r � s N Summer Creek TIGARD, OR '1`7223 ,� /� _ ,��CIVIL PINNACLE ENGINEERING , J m ��-�: � � � m Townhomes ENGINEER: I-i�5�1 KELOK ROAD � � . -.-�® �d o LAWSON COMMUNITY ID (S\)S - LAKE OSWEGO, OR 11054 ^ ►.= ', //,T � ° , ,`TRACT A AND LOTS 188, INCLUSIVE, OF VILLAGE AT PHONE: (505)656°4005 , i; w J SUMMER CREEK IN THE CITY OF TIGARD, WASHINGTON FAX: (505)636-4015 v ,t` La COUNTY OREGON. ,, -iii,/., _ GARAGE HANDING 10 _ � �� _ Z Varies O t F ZON N6/ DES I GNAT I ONS c'" ®'4 ,� � o® :,∎ `. . SPECIFICATION LEVEL Fro' _ ��.. ,.., •, ... a $11... at XXX \ -• c.,, t � ��i .® vZi PLAN NAME ---...,....-,.... I`� � '+ T N NPC PLAN NUMBER -.4r (at7i- 44,4 i .44,‘' \ _ LAWSON PLAN ID t S \\ @ SHEET (c) Copyright Pulte Home Corporation - 2009 • I l 1. us 1 i11 '. ►' .1 , I ; ■ ' : : Z. ' 111 ) - ►_1. k.._[_1 I - ilIA Z 0LI\i114 '1t.I 111, : -0 i 1-- : ! k 1 .: 1 ► I Iu'1 I 1 1 ° 1 o NI I .4i, cl ,; - - as-° 4_ Up cn k -c' 01 20'-0" I6 • � '-O" 16'-O" 16'-O" 20'-0" / ,#I °102"/ / / / - / > --, " " " " " " I'-IO2" • , ;-102'J 16'=5" / / / �'°�2 / 1,...3,, I'°52 I / °�2X „i,=5,, I °52 I'°102 / / ' 16'°5" (a) r••1 r gni a I \ \ rid 0 ■ PCZI.;i_i rid Ct P-I _, lomrgm•iiiiwiiiii.0;,..4 cr) ,i4.4: AlikP3 ,sue..-.. ,Ank 1 I I 1 P3.03 I � AP.2 N� Piiiii I N / SEE 1-.0.F.1I. 7.0.F.I-0" T.o.F.W. SEE P,�o� s2.1 q�'°o" loo'°o° 100'=0" FAGE 52.1 T.0.6.5. T.O.O.s. T.0.6.5. T.0.6.5. T.O.CG.s. 111 °' cia'=4 a'=4 cici =4� cici lm4� qq'-4" i aI' Iq'°° a" I5�4�� 8" I5.4�� a" 15 64� a" I�'=° 8" / / -/ - / / / / - - { / - / / o I ////// ////// ////// ////// ////// ///// ////// - ///// 1 1 I d 4 41 4 CO Q 'S) AD.I 0 0 0 'f) < 41_0�� I�_6� I 4._O.. ._6.. I / V 4°O I =82 V V V'r 'r < < )r -r „)( '1 'I' ‹1 O 0 ♦ 0 \ 0 O LT) I I uJ 111 I � \' CO 0 __I '1 )r I" 0 co r -1c —Ic1 0 c°, T w -I(`1 -ICV -ICY r 2 T i cfl AD.I in in in PRODUCTION MANAGER Gary Culp sic RELEASE DATE: 12/2310 I - REV# DATE /DESCRIPTION AD.I A UNIT B&C REVISIONS 04/01/2011 0 J /� a 0 w / � I - J T.O.F.s. T.O.F.s. 4- T.O. .S. 7.0.F.s. T.o.F.5. N s 'iq'°0" clef'-011 ♦ 100'°0" ♦ 100'°0" ♦ 1001-0" N A I O N 7.0.F.1A1. T.O.F.W. T.O.F.IN 4 T.O.F.w. = T.O. .W. I A I 1 ce =0 n 11'-0" 1001-0 I) 100'-0" O TOO°O" 22" 42" 4- 22" O 1 // r)r• ______Av - ♦ - ♦ w _ s ♦ ♦ • - ♦ ♦ i . (illj Inn 11:10 \—T.Q.F.VL _ \-7.0.F . I (A \ r O AD. O I O x__, _,_ -I P1.00 6 -I °0 0 c 6 100 -0 = i 0 ♦ � / : • ♦ m p . 2� AD.I -O ♦ ♦ � _ ' w 0 ee -O eici °O - _ I I i (V n o I O 100 =O J I p- I O N 3i 222 I X i L_ ' O♦ m I ♦ L--- ♦ O N TYPE ♦ I♦ - ♦ ♦ I ♦ ♦ o MF T.o.Fw. \ T.O.F.YI. T .FW A2 as�°2" E31 cil 1=2" E3 GI A2 q�1°2" Al A2 o a- COMMUNITY NAME N H 20.51 20.51 20.52 20.52 20.53 20.53 20.54 WPI.00 20.54 2055 20.55 N Summer Creek Townhomes o LAWSON COMMUNITY ID 1 1'°4" a'-a2" 5'°e12" I0'=22" 5'-62" IO'-52" 5'°e12" IO'-22" a'°-12" 11'-4" 0000 / / / / / / / ,1' ice--- - _-- T_ — f / I I�� w N GARAGE HANDING 20'°02" 16'°0" 16'°O I6 °O Ici -112 ce / / / / / 551=0" z Varies / / o UN 1 7 AM (LOT l J � I° G (LOT �® l UNIT I T � (LOT �I U � I T G (LOT �2� UN A (LOT 7J� z SPECIFICATION LEVEL o T.O. COYER SLAB = I-O I T.O. COYER SLAB = '11°11-0" T.O. COYER SLAS = 100 I O u T.O. FOYER SLAB AB = I®®I-®1 T.O. FOYER SLA5 = 100 I- 0 1 0 Z (SEE SHEET AI-1.2 FOR (SEE SHEET GI-1.2 FOR (SEE SHEET 51-1.2 FOR (SEE SHEET G I-1.2 FOR (SEE SHEET A5-I.2 FOR N PLAN NAME J A00 I T I ONAL I NFo.) A00 I T I ONAL INFO.) T I INFO.) A00 I T I O NAL INFO.) A I T I O N A L INFO.) N NPC PLAN NUMBER 0 z LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME 00 CiJk4s44%, /si\ -1— I 0 \s,/ 5L /s.\ ' A ''''''\ SHEET 20.1 0 (c) Copyright Pulte Home Corporation — 2009 o1 NN O - N ct. (L. 88, . 7..4 201°0 16 0 16' O 161-0" 20'°0" F. 4) / / / / / / cn 0 1 C\ \ 0 _ _ _ _ r r r r ___L_ -----P r , -r r ...J11. 2 o a asmim ti I AD.2 � iii ll 4 AD4 ; � 0... ,,„, r--1 P.ai I I 1 1 I I - 1 1 71 1 !-I IMEMMEW r s 0�® +w 0 0 0 0 0 I I _ L J L J L J 1 4 AD.I t� = O 0 I I 0 0 1- e a d / 1 8 , d� � (� cc) ' cn 1 LJH _ PRODUCTION MANAGER ......„......„.......,MMIggi- Gar Culp P . /\ /\ /\ RELEASE DATE: 12/23/10 REV DATE DESCRIPTION ii ii 2 n UNIT B&C REVISIONS ii ii � �' � AD.S i� lilt N ! \ 04/01/2011 li i . TY3�. � a, �� i\ 0 1 1 a U US • 1 A 0 1/ ,:i V t Z 11 ii . AD.40 AD.� i I (� I 'SI I I 0 1 ,s -. aD.l _ o w 3�- ()11 '---- '1 f 3 • - Y _ A ILI VIIIMIIIIMMIIMplansal CO) -9 1 H f AD 1 1:_() - _J N 1I III c' ► , T ► I O _ pI III +�1 1 i 1 I = • �� 41 II o II ° 0 O 1 -1 cv 1 1 1 1 ®♦ 1 JL O 1 JL r r v/ -- ----- - - — X I . ' —� -- • v_ li cv f ♦ en I- J PROJECT TYPE Z VIF ® `. i._.∎ ..1" m o \ _\ ♦ •\ • - =\ O a COMMUNITY NAME Al G2 �I �2 2 GI II2 N A2 �. ®- Ali � Summer Creek 20. 1 20. 1 AD.4 20. 2 20. 2 AD.4 20. 3 20. 3 AD.4 20.54 20.54 AD.4 20.55 20.55 511`1. �5. Townhomes o LAWSON COMMUNITY ID I H,, /I ii 1 I I I�� 1 I I .. I i I .. I.. I 0000 I 8'®�2 2 \/ 2 612 101-12� 2 2 5=62" 10'-42� 2 2 516c12�� 10'-12� 2 a I=12 1 I64/ ,r / 4 / )(2 / / a 2O'°O'� 16'=0 16'-0 16'-0 201-0" w / / GARAGE HANDING cn / / z Varies 88_0, a / / o UN I T �t 1� 0-07 �) UNIT �i (LOT ®) UNIT (LOT I) UNIT C (1—OT -72) Jt. UN I T �'t't (LOT a) o Z SPECIFICATION LEVEL o (SEE SHEET AI — I .2 1=0 (SEE SHEET G I — I .2 O'I' (SEE SHEET S I —I .2 O (SEE sHEET c-1 - 1 .2 101 (SEE SF ET AS— I .2 C,41gk z z A I T I O N A L I N F O.) Ar,r,I T I ONAL. I N O.) Ar,r,I TI ON AL 11♦11°O.) Ar,r,I T I ONAL INFO.) A I T I O N A L INFO.) PLAN NAME a U N NPC PLAN NUMBER 0 z LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME O00 SHEET I ® d.:* P AN 2020 1 (c) Copyright Pulte Home Corporation — 2009 ► • 1 1 1• ,A t I :•l +: .' •1 l i t • 11 i ' : 1 1 ' . 'L 1 1 1 I 1 - - iiii ■ ■ . l,►i l i '/► L_:1'1 : 1 ► 1 11 1 : 1 1 1 111'1 11 CDNN 5 cl / / cn cn, �°O" 16'-0" � 16'=0" 20'-0 • v) 20 O � I 6 / / / / / / > .-, • — w MEE UM MI , I I OEM ME ISM ME EMI AM rid ° POr o ,� V a ♦ ♦ � _L — ♦ ♦ CC5 -N o Q I AD.2 ° N 0 -Si TYP. �-+ piiiii Il IJ L 1 I `r r ......., 1-----. f --_________I , . , 1 \ 7 _ ___i Elitt. 4 17---- 1_] I'"-----r . El 1,_ I L 1 I 1 j:J 1 1 I I &'-- - /10 p ) I 11 AD.2 1 1 1 (4)) Co 1 1 HH TP. F ,3 1 AD.2 I ---, i 4�! a 4 ___,... [ i , _ ,TI a '� .., ' , ,-.41 rAeor __ rsferAtez_, H 1 ,,,,, / a r-I�. \dr C h r J VI T Y�.II I ,; I 0 Ark Il I II II I I! ! I'I V II 61 1 II I ��) AD.5 u� ,� W I 11 . Cr) 11 I it 11 TYF'. 1 'ID MANAGER ii1111i2--H I I li, ��„ rte— �- Gary Culp /\ �� 4 I �� RELEASE DATE: 12/2310 I 11 11 11 AD.5 11 11 u ��, REV DATE /DESCRIPTION u u r TY1�. UNIT BE REVISIONS 11 1 li i' 1 1 �, 1 to 04/01/2011 I; !j J ! L it 1 w AD.'S Ir a y • '- / \ ,_,. I; w 11 I O I I cn LI 0 =_J n� I - N I z 1 I I- I 1 =_J..m...,-..— 1 w i I re I- 1 I \ t r"—.., wa- ce 0 0 I 49-‘ 0 w I _I A LJEAI L _1 s1 a N II III H (�! (y ZT ♦ 1II III II A I III II X I II III II 0 ell 4, O� L I m o I O o v, I I I I _ I - w I in w = N i : A in i L I o I J 1 I x of N ♦ ♦ —— ——— --- \ ♦ cv PROJECT TYPE ®- J zo w MF 0 IZ COMMUNITY NAME Al �I E2 I Alk_ la; Al A2 w A2 N 20.51 2051 I 20.52 20.52 20.55 20.53 2054 20.54 20.55 20.55 Summer Creek J J Townhomes I o LAWSON COMMUNITY ID 12,=®�, 1'=III" 2�� 2�, `1,�1„ x,38„ I �,� 4-'°II�" IO'-II�" ��\(� I,a1„ �,=g„ I I 1'mll2" 12'=0 / / / w I,m2,� 1 1-2 20'=0" 16I=Q 16I-0,� 161-0,� 201=0 ce GARAGE HANDING T ' -- ' Varies ' / o ce UNIT AM (LOT �) UNIT G (LOT 10) UNIT I OT 11) UNIT G (LOT 12) UNIT (LOT �� z o SPECIFICATION LEVEL P S T AI -2.2 O (SEE Si-FEET GI -2 .2 09 (SEE St�E ' 1 -2.2 ® (See SH T GI -2.2 Oi (See SHEET AS-2.2 O z PLAN NAME O I T I ONAL I N O. BOO I T OL . . _ . L . J U N NPC PLAN NUMBER 0 z LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME 0000 e E c., ® o c SHEET P A\z„. 20.21 (c) Copyright Pulte Home Corporation - 2009 . ' . 1 " ■;1 1 i 1 •1 - - ill, .0 : ► 1�I►.1�, '1: I :Iv) : •_1 . 1 : 1 1 1 : , 1 1 /u'1 I 1 i '.1IC,_!• �_� 1 ►�� . ►- �wl li Ili '.:1 : ; ► ._ _ o 1 NN O N • ,.� Cip L 4,N 1 r.::) li, cu 0 4. 4. 8E31-0" C.- 4- ImiCi 8 ' / / r= Pt 20 -0 16 1-0" IC ®o" 161°0'1 20'm0" cfcj P-4 al 4-0 71.4 r,) .0 °I, r--4 Plmi '' �8 Ill H( , .. , ......11 III II H III II —� 1 lt \ \ i ^ 3. i r . w . j . L` ci t ■4' .:. 1, i to c le , , I (/ T 0 (-- q--) (------,./. ,1, .A . \ 1 to.._. ..4„1 . 1 ....1%.=0 , ..... .. 1 . / I • , . 1 I'I _ ri® X 17\I ,]pi m II 1111 ' -- 0 tii I / A ® i m -----t' / Cr I I rt \r--:1 'r---_—o II II )[Tii -i1 r I u�___�m I I 1 Y/ :Jl1H I -�AD.5 /r -• I 0 CD l 1 - II I 0 / \ 1. , I n 0 fu \ 1-.--1LJ III 4 dc* 13'NMI 0 l' \__ _I - = II iI I A .S O f T a, ,„ L V I w - i F-- O i I G� < Q 1 ! ( - ct) MI I II . 1i l i Pa-4 i CP ni 6 i I II O l I u e I I (Tr I II II m i I H A__ li II I -il I' TYP. 1 1111 11 TYP, Allk 11 11 1-3_ "-----... I' ''''...........'...\\\ I , 1 _1,....J_J - „ 1 ' -"ajr-1F! Gar Culp '37) V. Y I(111 0 iii U U X44 RELEASE DATE: 12/23/10 4 ) _ _ REV# DATE /DESCRIPTION AD.5 A UNIT B&C REVISIONS 04/01/2011 o i-- L HE.. J II 41111TAsyr7F,.2 U II 1 II cn I AD.2 I I 0�I� II H it II II I II . I I z CV A ILI 0 (----:_ili 11 1 II I I II twn 1 1 II I II W li GC I II II = _ = • =0 Q H I I I O O 1 1 8 W II III III it CV N N__ II III "L' y� II III I I( I II III II f I I� cn II .v II X O II Q m OI ® O H if) in 0 N 1 M ' _4 � )I1 III I It CV \ \ " PROJECT TYPE z ° MF N J a = Creek A2 AI BI B2 GI + AI A2 N 20.51 20.51 20.52 20.52 20.53 20.53 20.5 20.5 20.55 20.55 N J 5' Townhomes I I_ I _I _I _I o LAWSON COMMUNITY ID 12'=0" -1'-I I " 2 /2 I5'=11" 2 y 2 4'=II " 10'=II " 2 /2 15'-II" 2 \ 2 -1'=I12" 12•®0 / / .� _ dr a 0000 20'=0" 16 1=0" 16'=O" I6'=o 20'=0 W CO GARAGE HANDING ' I I , ' Varies z 88'=0" Q / Cj / UNIT AM (LOT O G (LOT ® U (LOT � UNIT (LOT . UN I T A (LOT `7S) z o SPECIFICATION LEVEL 0 (See SHEET' AI -2.2 COI (SEE SHEET GI -2.2 O (See SHEET al -2.2 Ofd (SEE SHEET GI -2.2 O I (See SHEET AS-2.2 O Z Ar;sr .I T I ONAL INFO.) AOO I T 10NAL INFO.) Ar7r,I T 10N,A . INFO.) A O 1 T 10NAL. INFO.) rl7O I T 10NAL INFO.) w PLAN NAME J Q o NPC PLAN NUMBER 0 z LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME 0000 I I H I ® Pi2s.s, N SHEET 1 20.22 (c) Copyright Pulte Home Corporation — 2009 PLOTTED: Mar. 30. 11 / Ranslow. Kevin / 3RD FLOOR PLAN / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201—TCG3—SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\BUILDING 20\BUILDING 20 COMPOSITE,DWG O N cl • - N 1.4 can `1), ,N I > .-, I • — t, (::: "I'd O N P1:24 V C7 Lt a9 4'_O, 41_0, 41_0 41_0, 4'_O, 41_O" 4 _0 ' 4_0 MINIMUM MINIMUM MINIMUM MINIMUM MINIMUM MINIMUM MINIMUM MINIMUM 411"4 1--1 / / / / / / / / / / / A ;gm( Cr) ® � 0 0 0 - o 0 0 0 1 ®01 VENT L_EGE1�117 I r,... , RI : r/ 1 i E35 6COLLARXHAUST VT I I AD6.2// // HIV0 0 ROOF VENTS j I (TYP.) 0 0 LOIN VENTING: 68 SO. IN MIN. 0 1 0 i��' *AT LEAST 50% AND NOT MORE THAN SO% OF THE TOTAL REQUIRED VENTILATING AREA SHALL BE HIGH VENTILATION. I RIDGE - RIDGE I RIDGE UN I T . . ROSE I. n! ,,, 1 , ATTIG AREA: 64.6 SO. FT. CD < I 1 i VENTING RATIO: I/500 O I TOTAL NEVUIRE I RED: 510 SQ. IN. 4 O I I. HIGH VENTING*: 155 SO. IN. MIN. TO f O 248 SQ. IN. MAX. u� I 1 j I , (111 D_ © LOIN VENTING: 62 SO. IN. MIN. ® I I AD.2 I Frf PRODUCTION MANAGER ,6 Li I I I LEAST Snoi at�n NOT t�tnt�� THAN c.N s�noi F T Gary Culp F THE TOTAL ! II n__ II I I PS O� REQUIRED VENTILATING AREA SHALL BE HIGH VENTILATION. RELEASE DATE: 12/23/10 I I � �S I I � � I I � �s 11 � � REV I DATE /DESCRIPTION T .. e. 1 UNIT BE REVISIONS � � ! I \ __ UNIT G - z 04/01/2011 � I o 1 I I I I. I 1 ATTIG AREA: 5°16 SO. FT. a I I VENTING RATIO: 1/300 w !ILI v 1) y� � TOTAL NET FREE :8<-1 �U� Q <� G4 I �`� Q �0 VENT AREA REQUIRED: 2`16 SQ. I N. 0 �Y,L WP5.01 I V 8:12 x: 12 X12 X12 N ��® �� II G5 ET ��® SLOPE HIGH VENTING: 138 SQ. IN. MIN. TO 0 1 I 221 SQ. I N. MAX. ILI I w WP5.01 W A i ° I Co ® l 'l 1 'IGKET I 1 N','/I � /'� q O u I L0W OX I �`\ As O *AT LEAST 50% AND NOT MORE THAN SO% OF THE TOTAL =I Li _ _ _ / _ -I -\Y �- A , - ��` J REQUIRED VENTILATING AREA SHALL BE HIGH VENTILATION. CLI N IL � i�i� _ iii I �i��r F•i _ 1 J 6L i (Y tgl I I I u� o } I I I 8:12 cP 1 �`< • , � x:12 c� B2 1 ,L.I /�8: I qb, P5.0 *SLOFPE® x CA 8" J G2 RAKE / 1 WP5.01 z PROJECT TYPE TYP 8:12 8:12 — -- / 8: 12 I ° MF SLOPE SLOPE 8: 12 8:12 SLOP:_ ® o w COMMUNITY NAME SLOPE SLOPE N Summer Creek A2 Al t BI 152 GI Al A2 D Townhomes 20.51 20.51 20.52 20.52 I 20.53 20.53 20.54 20.54 I 20.55 20.55 o LAWSON COMMUNITY ID 0000 a _ w ce N GARAGE HANDING 1 si Varies UNIT AM (LOT 41) UN I T G (!®®T -TO) UNIT 0 (LOT I) UN I T G (LOT °7 2) UN I T A (LOT 7 5) Z SPECIFICATION LEVEL 0 0 z V) PLAN NAME J w Q N NPC PLAN NUMBER 0 z LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME 00 0 0 ... . ... . ... .... ........ ..... . . .. ...-. .... . ........ .... ..... .. (0 ® L A SHEET 2 0.30 (c) Copyright Pulte Home Corporation — 2009 '.1-I..i' ,It .1 i t 1 •, ►- •1 ►1 1 ' I Rif ► t iI a - ►i ■ i : k _IAt1•1ii 11i1.:►1 C II I 0 11 1 : 11 1 Ili'. 1A I 0 KEY NOTES - ELEVATIONS: I. TRIM PER BUILDER (SEE ELEVATION FOR SIZE). o 1 0 CORNER TRIM PER BUILDER. c-,;(1),2 N 3. LAP SIDING PER BUILDER. ® = N • r 4. SHAKE SIDING PER BUILDER. te CI 5. BOARD AND BATTEN PER BUILDER. • r-4 -6 6. ROOFING MATERIAL PER BUILDER. > ---, 1. BRAGKET PER BUILDER. • r•-4 S. 4x6 POST PER BUILDER. a+ q. 1NRAPPED POST PER BUILDER. 10. DECK RAILING PER BUILDER. raid oo iicrj cl., TsI -4-4 r-i ocI 0 0 /1.111.11 1—I 411 I) ' II t- r.- t- ' , I i I O o >. I I I I ,1 ( I I v i i HEAD JAMB SILL HEAD JAMB SILL S W A2 B2 G2 Al BI AI AD,2 G2 52 BS I P WP5.01 7, WP5. P4.0- P4.0- P4.0_ P4.0- P4.0- P4.0- O 5.0- --- -7 (TYP.) O 12 12 12 i 12 12 f� (�i 8 8 S1 ' S u S S` j 0 6 TRIM PRODUC110N MANAGER II I .. �, 1� Gary Culp _ _ Alki2 FLOOR S PLATE �#T.it �► � � I I I I I I \ RELEASE DATE: 12/23/10 FLOOR S PLATE HT. _ - - - - - - - - - - - - - - I � I o1 ,sommomm�uu�ouu■ummarmmomomoi ■ • - • -- ■ .—■.. ..■�•�_ _ WINDOW HEADER HT. REV I DATE /DESCRIPTION - - - - - -1 1_I T 11 S �M - - - - UNIT B&C REVISIONS WINDOW HEADER HT. - - - - - - - _ - - - - ` 1_1_1_11 r - ■ - , I 6 TRIM il 1 1 Ii u _1 -1 1 ■ II 7I ■i L �� 1 ! !� J a�� _- -_` Enron �-_ 04/01/2011 t 0 - — = a �I II - I I�AI , , 1 , , A i L I ___I____L____L -ice ! -_,_,L.L.- ,L_, -�- —� — I 2 c� �—' = 4" TRIM I ' �� _ � - � � I I I i 1 � I I cn i O - _ - 1 !- n ° I �� I I I I I I I I I � o 1 I 11 � I � I I _ � : _ � � ail �0 I � �-�---�_��= I I I I I I I I I I I 11 I I r z I 1�■■■■1■■t■■1■■■■ __�_�_�_- �_ i ._._. __�- I n 1 1H , 1111117-7--,-1 , 111 1 , 1 -- 1 I I FLOOR 3 E.E. u � 1 1, H I I I I I H l I I I � I I I I, l j- ■1■ 1■ ■ �� _ L , I� �I �I- �,�� - I� I I I I I 6" TRIM ` ml`s�' I'1 -1 III i ° FLOOR S E.E. IhI _ FLOOR 2 PLATE HT. ° A N I 1 1 1 ! I I !- I I I I 11 II II 11 11 _ �1I1 .�11�11111 IN . _ i�FLOOR 2 PLATE HT. _ _ I. _ 1 - TRIM I 1 ' "I _ - - - - - WINDOW HEADER HT -♦ ��.� — I� T L� �� -��1 - - - - - - - - - -- - �� - - ■■ - - _ 1 - - - - - - � TI- � - - - I A po o WINDOW HEADER Hfi. _ _ _ _ I 4 TRIM o._ _ 1 I 1 — �1 I1 1 III A 6 TRIM I ■ _ �_ i 1 - In �� I - ! N. i ----- , WNW r ,'11 1 - T ice w TYP. 1 1 1 ! 1 ; - -- j 1 I I �" TRIM O - ow A P5.00 MN ice — I - 1 I I I I - 1 ° d 1 4 TRIM PROJECT TYPE 2 1 I H 1 _ 1 1 1 ,1 1 , , El -FL , i 1 G4 _ It._,_,j_ILII, L 1 1 , _ - ---- - . ..■...r s i - E II I I ,WP5.01 ' �4 - S - , �: — o - - ■ i 1 P .Oh - l2. � 1 - -_ .� . — FLOOR 2 F.F. 2 TRIM I _ N a - _ - - - - - - - - - + - - - - 12 ►. r�A I 1��. °v: T' 1 Creek ,� FLOOR 2 F.F. _ I � - - - - 1 -i I I i i i i t I i i i i I i I I I - - = - - - - - - - - - H - - - FLOOR I PLATE HT. v'�- — — - - - - - - - - e Townhomes ° FLOOR I PLATE HT. - - S - -- - WINDOW HEADER HT. ''_ - - - - - - - _ - - � - - - _ - - _ - o LAWSON COMMUNITY ID - _ _ a� _ - - - - I - 0000 1,`WINDOW HEADER HT. - _ - - - ' - II - I I _ � H Ii ■ j ------ � - - - - - I I Ili I i -- _- - --- - -- -�- `''i it I 3 ti- _ � — III II I _ - - _ -ice � GARAGE HANDING — _ _ ! I Iii 1 - ° �,D z �. - _ _ Varies I� I 1 1 1 Ift_I° p J I 3 SPECIFICATION LEVEL 1 I — 1 ill . i II IIi o 1 II 1 111 I ( - 1 ■ I 6" TRIM o II II I 6 TRIM i iii 1 1 — u l ,11_1 II - -( ! I a —, i I 7 � II 11 i , 1 1 � _ — - - - - - - - - - - - FLOOR I T.O.F.S.j ,11-1 1-_, I -- - - - s�� v, PLAN NAME L _ I _ _. _. _.. -. ..;... , - g_ c_. FLOOR T.O.F.S. . , . _ _. - a AS BS G3 G2 0 NPC PLAN NUMBER 1 6" TRIM I 6" TRIM P4.0 P4.0 P4.0 WP3.O1 1^1P3.01 - - 0 HEAD JAMB THRESHOLD z LAWSON PLAN ID 0000 UNIT AM L Eo OT UNIT (LOT /0) UNIT S (LOT 11) UNIT G (L 000/0 OT 12) UNIT A (LOT -7a) LEGACY PLAN NUMBER NAME T.O. FOYER SLAB = Gf o -O T.O. FOYER SLAB = cici -0 T.O. rOY R SLA5 = 100 -O T.O. FOYER SLAB = 100 -O T.O. FOYER SLA5 = 100 -O SHEET .,J I , . N 20. ,CiN 'T \/A1- 1 ON\ 20.40: (c) Copyright Pulte Home Corporation - 2009 1 1 1' to 1 i l l ', ►' •1 ►1► ;Ill ' : ; In . . : 1 • `►1 1 A I 1 - - ►i u ■ ■ I 1►1►iiu `.1: 1 :k 1_ ; • k 1 1 l 1 : I ► I. 1 u`1 1 i 0 KEY NOTES - ELEVATIONS: I. TRIM PER BUILDER (SEE ELEVATION FOR SIZE). ° 1 0 2. CORNER TRIM PER BUILDER. j Cv 3. LAP SIDING PER BUILDER. ® =`- N 4. SHAKE SIDING PER BUILDER. 5. BOARD AND BATTEN PER BUILDER. • 14 v) 6. ROOFING MATERIAL PER BUILDER. ›' --, 1. BRAGKET PER BUILDER. • S. 4x6 POST PER BUILDER. .1-, q. WRAPPED POST PER BUILDER. 10. DEGK RAILING PER BUILDER. Yuri ICJ Oo t rid RI a) cf ® 0 0 lb 1 5 - 1 , .;+; Tr- i- Tr- I o H I , w p HEAD`JAME3 SILL G2 Al E3I GI WP 3.o I P4.0 P4.0 P4.0 PRODUCTION MANAGER FEEL HT. AT REAR OF LOTS bcI-1O Gary Culp III FLOOR 5 PLATE I-4T. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - = RELEASE DATE: 12/23/10 - - — FLOOR 5 PLATE HT. -� REV# DATE /DESCRIPTION WINDOW HEADER HT. - - - - - - =- - - - - - - - - - - - - - - - - _ - - - - - \ A UNIT BE SIGNS WINDOW HEADER HT it — 1 - - - - ■- - - - - - - - - � - - — - - � 04/0, 20„ 11 -ia) = 4" TRIM I - -- � - �-- - �I I �I I I - � I i � dJ 2 ids li I it III - -- II I — ii - 1 — II Z 1 '? FLOOR 5 F.F. - - - - a - - - - - - - - - - - - mlt - - FLOOR Ff. cv - - LOO 5 FLOOR 2 PLATE HT. - - - __ _ - - -_- - - - - - - -- -__ - - - min 1 ----- -- --- -- -- ----------- ---- -- -------- FLOOR 2 PLATE HT. {i ,WINDOW f�EADER HT. - _ _I- - - - - _ - - - - - - - - - - - - - - - - - _ - - - _ _-- _ - - - - - - - _\ v) 1U I 1: 0 WIN W HEADER H - - -- - Hi - _ ce w MD F P4.o TYP. - G I P3.0 --d3 i I ! I 4" TRIM - u cq F 0 - T 7 ' _ir N - , - 1 PROJECT TYPE � - G4 - G2 I Io P4.0 �•TYP. - • P3.0- AZ,2 IllIl FLOOR 2 F.F. L- , - - t`` N mmerCr m4 FLOOR PLATE HT, i I LI - - - - - - - - FLOOR \ - \ FL 2 FF `...do� FLOOR I PLATE HT'. N ow om WINDOW DEADER HT. _ - - - - _ - - - - - - - _ _ - - _ o LAWSON COMMUNITY ID A4 I 1 ! 8 — — �` - - ii - - - - __ 1 W � � I � Ili � I - �� 1 P4.0 I1 I I II _I , L � TYP. — — 1 _ --- i ■∎ 11 GARAGE HANDING �I: _ _ - �I Iii — �� Varies P4.0 - I,I - - ! II I . ' `0 TYP. - li l l I ° _ SPECIFICATION LEVEL I - - . .� 1, - �I '� ^`� -ii I �I 1 �I I 6 TRIM o 1 �� I - �- - -t— � '�:� I � � � � I „1 Ili � H � � I � � 1: I I !1 Illl ;! 1 i � � FLOOR I T.O.F.S. ' Ii 1 I ®� I II , ( �� ■I —�I �1 2 III I \ - - -I 1 - ; - - , ail F— �'' Ili 'j - ± A_________� - - II II w PLAN NAME -rte II r �. ! FLOOR I T. F.S. .._- I III , �� LTIIL II`. .o' 1•11 T _ J . _ TI = !__ �: V =__II WW1. 0 .. N NPC PLAN NUMBER P3 03 G✓ 2 I 12 TR IM o F5.0_ AD.2 - - z LAWSON PLAN ID — 0000 LEGACY PLAN NUMBER /NAME UNIT A (LOT -7a) UNIT G (LOT 72) L)N I T 0 (LOT 11) UNIT G (LOT 7O) UNIT AM (LOT &itzt) 0000 T.O. FOYER SLAB = I00 —O T.O. FOYER SLAB = 100 I—® I T.O. :l OYER SLAB = 100 I O l T.O. FOYER SLAB = ��I—O n T.O. FO Y ER SLAB = 01'1,11-0" SHEET , # 11 ' IN 20 EA El \/A -TION 20.41 (c) Copyright Pulte Home Corporation - 2009 ' /TI. I kAi I. :II •, ►- •1_ ►. ► :11l : : i_' :1 1 • .►/ k 1 1 1 - - kill i i • I lllilu '1► i iii 1 l 1 LI 1 k 1 : 1 k 1 ii/'1 1 II ❑ KEY NOTES — ELEVATIONS: L TRIM PER BUILDER (SEE ELEVATION FOR SIZE). o o ' � N 2. CORNER TRIM PER BUILDER. N a� PER BUILDER. 12 3. LAP SIDING N 12>—___• 4. SHAKE SIDING PER BUILDER. C 1 5. BOARD AND BATTEN PER BUILDER. • v1 — 6. ROOFING MATERIAL PER BUILDER. ar I 1. BRACKET PER BUILDER. • 1.4 8. 4x6 POST PER BUILDER. q. WRAPPED POST PER BUILDER.R (::) cn 0 10. DECK AILING PER BUILDER. o FLOOR 3 PLATE HT. t t WINDOW HEADER HT. - - - - - - - - - tt fa., ca. M ° _O n .0 a 0 n1 , FLOOR 5 F.F. 12 — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - ,� FLOOR PLATE HT. - - - - - - - - — - - - - - Al- G ` `' Ij�r WINDOW HEADER HT. - P3.o P3.o. - - `0 - - N i 2 —co TRIM I - 1 O \si io J n ..-_.s♦ FLOOR 2 E.E. i - - - - - - - - - - - 1 Y FLOOR I PLATE HT. 1 1 _ - - - - - W I NDO ,` W HEADER HT. u u -- - - ----- 8 z 7:1 I 6" TRIM— 65 _ Q 2 W WP5.01 A .2 WP5.o I 1--� — W SIM. • W s� W \ \ FLOOR I T.O.F.S. - - — — — - — — — — — — 1 — 12 12 IZI:gami: 6 j \ 6 CJ� UNIT A (LOT °7a) GI T.O. OYS SL A = 100'-0 n P3.03 ` ■ PRODUCTION MANAGER B2 Gary Culp P3.o• , 7,?,.0) 11k\k .20 1 ----- El---VATION , 1 1 1 RELEASE DATE: 12/23/10 REV I DATE /DESCRIPTION Q UNIT B&C REVISIONS HEEL HEIGHT AT REAR OF LOTS 6�=70 - - - - - - . v) 04/01/2011 0 J i ' FLOORS PLATE HT. , a A WINDOW HEADER HT. - - - - - - - - - - - - - - - - - - - -( - II - II - - - - - = - - - - - - i / \ �tI) O 5/4"x6" TRIM I ' /'� 1 Z \ 1 I I 1 E 1 - 5 w -I� - III 1 a a 1 w i a O CO , 6 TRIM I I I I II � I I I �„ A xn, � CS 1 1 ! i w i i i I I I I I I I I I li � P3.00 A I I II I I TYP. Q �I X u_ FLOOR 5 F.F. _ I _ _ ,_ _ _ - -12 Y FLOOR 2 PLATE HT. 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OYE SLAB = clol�_O SHEET 1 1 P3.05 WP3.01 WPI.00 SILO) ILP*4\* /C1 LET EEVATION (c) Copyright Pulte Home Corporation — 2009 20.42 I I I. u I I 1..1 ., &- a I : I 1 1 : : ' .. : I ) '►/ k A 1 1 „il ► ► ► _IA1►.1I '0► 11,►''i I ► • C Pk 1 : 1k 1 ca., 1, _ 0 KEY NOTES - SECTION: 0 I. ROOF MATERIAL PER SPEC I F!CATIONS. o 1 N 2. MANUFACTURED ROOF TRUSSES ® 24" O.G.. N 0 N 3. GIRDER TRUSS. • "—Hi 12 4. R-41 INSULATION IN GEILING. CJ (r) k 6 12 2 5. I-JOISTS PER MANUFACTURER'S • ' -ci 01 6 SPEC IF I GATI ONS. 4 R-30 INSULATION IN FLOOR. • � —' 6. 30 SUL �, cu-1. 2x4 STUD WALL. fs+ S. 2x6 STUD WALL. �-pii _i 0 _ ♦ I�EEL_I°+EIGHT _ _ q. R-21 INSULATION IN WALLS. oo +� FLOOR 3 -° • A%• 1s _ HEEL�LOOR 5 ♦ V.. I ►, ail/ (1)-' 54'-0' 2'-. r-4 `v / ..� r--+ ;."4 c. OOM 2 SATE 2 O . AT OJ1\1 'S SUIT —�� 11® N 1 iI 8 0 63 =- I 0 a FLOOR 5 F.F. 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IS IN FOREGROUND 41 i A Lu ICI TG 1Nl 01 1 ♦ _ A III N 3E ' cn x z o v - \ X _ - I 0 4 \N `� PROJECT TYPE .. _ , z MF c0c < \ o FLOOR 2 F.F. _ I r 1 y - - -\\ - - r •- - - - - - FLOOR_2 F.F. ♦ c aME - - - - - - - \ �� coil- W OMMUNITY N FLOOR I '• ��I.� VV•♦VV♦•V�♦�VV♦L��rr��V�V•��V•��V•��V•��V��V♦�� 1 ?,j ywry cv N el_____- ` FLOOR ♦ J Summer Creek - = Townhomes Al Vw o LAWSON COMMUNITY ID P3.03 54-O NN,_''''''N'T P 2 -.. 4-0 0000 7 = W ® T : �O G°I—F -k� cc GARAGE HANDING . ii co 4 z Vanes . a . 0 I z SPECIFICATION LEVEL 0 - FLOOR I T.O.F.S. ;'__ Fil FLOOR I T.O.F.S. ♦ - - - - . � PLAN NAME w J A2 Q I I wPI.00 0 NPC PLAN NUMBER I I 0 z LAWSON PLAN ID Al BU I LD I NCB SECT I Oil 0000 LEGACY PLAN NUMBER /NAME I eE C. T UPI (/ Q __ ___. g7t=r ) , •000 SHEET 20.51 (c) Copyright Pulte Home Corporation - 2009 ' • II. we I 'II +; v .1 ,-._I1 L11- k : i ■ ' :1.1 ' '►1 ► al_1 - - liu ► ► I •A11.11, '1► 1lip :. 1 . • 1k • I k I /Jill I IL- ❑ KEY NOTES - SECTION: I. ROOF MATERIAL PER SPECIFICATIONS. o N 1 2. MANUFAGTURED ROOF TRUSSES 0 24" O.G.. 12 3. GIRDER TRUSS. • l V I I 4. R-41 INSULATION IN GEILING. (f N b ' 12 5. I-JOISTS PER MANUFAGTURER'S • C 6 1 2 SPECIFICATIONS. Boor TRUSSES 4 14 6. R-30 INSULATION IN FLOOR. • ► -1 SPAG I NG PER 1. 2x4 STUD WALL. w MANUFACTURERS S. 2x6 STUD WALL. cal 0 HEEL HEIGHT LAYOUT _ \ - - q. R-21 INSULATION IN WALLS. O FLOOR d- .► HEE1s HEIGHT = O It _ - [11,_,,. 2 Cr j :1-4 t 14-4 ,41--i cry $� OOM UTILITY ® . BATH ��11�1 .'S SUIT -QT. ® o 0...,, hi I a Plil r-4 P....1 a H FLOOR 5 F.F. 4 4 FLOOR F.F. nil- FLOOR 2 _ - - '', � _ ! � _ _ � _ _ .��-_ °LOOK 2 I I \ t��i!� — \ MI/'1 'if d GREAT O0 • KITC N ' N �1 =rr. C4 . 4. Po ` 6 I V FLOOR 2 F.F. J 1 4 FLOOR 2 F.F. _ II FLOOR I ■s '� ± ��'♦♦ �► ♦ 1�T♦♦ ►♦♦11. ♦�1♦♦ '��♦ 1 ♦ '�,1♦/♦�♦��♦��'�_V♦ ►♦.1A. '�♦ 1��/♦♦V!. ♦ T►♦ � FLOOR � mY ,a 4- .#• z cn -gin U N Lfl 12 CD 6 ' 12 ! II Z FLOOR I T.o.F.S. . 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I ,• FLOOR 2 F.F. _ a -1 _ _ _ _ _ _ _ _ \ - _ jjf - -i7 _ - -_FOOI a• � ��._��_ �� :�� _��: �� ,��1 �1 :��®�� — - _ I FLOOR I N- - - Summer Creek Townhomes Al P�o� • 36 O N 3 _O i.",....# o LAWSON COMMUNITY ID 0000 Z z� _ w a A A ®Y O G�°°'� -ice N GARAGE HANDING a z Varies �. a W J , Q AS 0 ,...a v� o a z SPECIFICATION LEVEL WP I.00 a 0 FLOOR I T.O.F.S. �` `; w - ' �` i 4 _ ' FLOOR I T.O.F.S. \ o - - - - - - - r-- - - i ' - • 4"'''"°"', , � PLAN NAME All" w A2 a 11111 MI �• a .r'i AD.5 WP1.00 NPC PLAN NUMBER I I ••. #, Z LAWSON PLAN ID 0 E3UILDING SECTION 0000 LEGACY PLAN NUMBER /NAME 104)S'imoe 1 1 I N SEC- T I PONS ______. UN I T Ce ( QT o000 SHEET 20.52 1 (c) Copyright Pulte Home Corporation - 2009 1 n KEY NOTES - SECTION: o NS 1 I. ROOF MATERIAL PER SPEC,IFIGAT I O . o N 2. MANUFACTURED ROOF TRUSSES ® 24" O.G.. 0 -A 3. GIRDER TRUSS. • rem( 5 ` V 4. R-41 INSULATION IN GEILIN6. (A CJI ,N 12 12 5. I-JOISTS PER MANUFACTURERS • 2 SPEC IF I GAT I O NS. 6 \ , 6 6. 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'1► l 10 : /_ . l 1 l 1 : I I 1 lu'1_ I 1 t 1 1 0 KEY NOTES - SECTION: I. ROOF MATERIAL PER SPEC I F I GAT I ONS. o ' N RED ROOF TRUSSES ® 24 O.G.. 2. MANUFAGTU a� 3. GIRDER TRUSS. • 5 ` V INSULATION IN GEILING. cJ� 4. R 4q I NSULA (� 12 12 0 5. I-JOISTS PER MANUFAGTURER'S • ' rzi 1 6 ' ` 6 © SPEC IFIGATIONS. ROOF TRUSSES � 4 6. R-30 1 NSULATI ON IN FLOOR. • SP'AG I NG PER i - 7. 2x4 STUD WALL. w 0141 S. 2x6 STUD WALL. a� LAYOUT N O q. R-2 I INSULATIO IN WALLS. O ■ FLOOR RS PO t 5 Loo. 4 Z 2 Cn 541-0' 2'-O" t— .� r--i Ell -�j cn I OOM SATH 2 AT' OV'4N 'S U I T — -63 pimil L.\.2 pfrmii ® N 0 f ICI E of FLOOR 5 F.F. .. . FLOOR 3 F.F. ♦ mist FLOOR 2 �:! %'s FLOOR 2 N 2 -in ININ ROOM GREAT ROOM -' UP G4 P4.0 ■ ■ ■ FLOOR 2 F. F. I_ i FLOOR 2 F.F.• atik F L OOR I �iV•iV♦�1iV♦i�i�i��i�i�i�i�i�i��i�iV•i�i�iV•�i�i��i�i�i�V♦i�i�i'V�i��iw��i�i�i�i�i�i�i�iV♦i�i��iyi�i�i�iV•iV♦iV♦i��i�iV•iV•iV♦i�iV•iV♦i�i�iV♦i��iV♦��i�i�i�i�i�iV•��i�i�•.; FLOOR I ♦• r•� A z CIS 6 Imo II 56 1-O" 2 1-0 i, 4' , ♦ Q A R A —163 v dO N CJTTT 12 12 6 2 FLOOR I F.F. _ FLOOR I T.O.F.S. ♦ 6 ROOF TRUSSES 4 4 PO I NG PER MANUFACTURERS LAYOUT PRODUCTION MANAGER `lii�ili� /��.5.5. Gary Culp FLOOR 3 . ....i FL®®R 5 - - -2 RELEASE DATE: 12/23/10 A2 . REV i DATE /DESCRIPTION S4'-® :c UNIT B&C REVISIONS . — . 0\� 04/01/2011 . _ 0 ♦ ` -in w a A) i "T W OOHS L .AUNI °1' ? o z �'\ .G . U �� _ I� \ I — N Q \ / A ___Ault. ■ - '.o " -.1 /\\ / . z o • © 2 • ■ 2 0 N . w FLOOR 5 F.F. ` /_ — — LOOR F.F. _ ♦ w 1- 1 - m��r VIII ` O FLOOR 2 1 )'','O■ I \ i��'1 FLOOR 2 i : r I • ♦ E. w GCTE 4. 10 N n 111 O ,4D.2 c ■ ■ ■ ■ • r NNL E KIT- N ® ♦ i N 0 ■ x Ell \ s ? O� z \\ - SIM. X • ► N ► PROJECT TYPE --cob IS, - P3.03 MF FLOOR 2 F.F. _ 0 • = v \ r _ _ .-- FLOOR 2_F.F. _ °♦LOOR i ��1P��}i!j t: N IS! _1 _ _ FLOOR 0®-- - Su mmer Creek Al s , _ Townhom es 0 LAWSON COMMUNITY ID PS 03 54-O 2 -O. 4-O . n 0000 s J A A ®� ® G -in GARAGE HANDING ti = 0 % z SPECIFICATION LEVEL I o L _ FLOOR I F.F. ;. , FLOOR I T.O_.F.S. Z (P) PLAN NAME w A2 I I wPi.00 0 NPC PLAN NUMBER 0 Z LAWSON PLAN ID 0000 AI E U I L I MC7 SECTION LEGACY PLAN NUMBER /NAME . ol1 N srNS NT A ( S , 0000 SHEET 20,55 (c) Copyright Pulte Home Corporation - 2009 I 1 I. of 1 ►•i I, k- .1 1 ► 1 1► — ► i ' : 1 I ':1 k i iI — - II II ■ ■ . •IAkuIu 'OE IIli : I . / 1 k 1 : I k I $■ 9 . 11 FLOOR PLAN NOTES " O '� G 20'°O" A. ALL INTERIOR PARTITIONS ARE ( �" ALL I/2 O '� 20-0 CL ROUGH UNLESS NOTED OTHERWISE N N / / / f EXTERIOR WALLS ARE ( 1 t ) 5 1/2" ROUGH. 0 412 Ic =112 2 B. ALL ANGLED PARTITIONS ARE 45 DEGREES • , N _ UNLESS OTHERWISE NOTED. (r) ,N I 1'=102" 16'-S" 1'-102" 10'60" �'®112" / / / / / / / G. ALL CONCENTRATED LOADS SHALL BE • � � TRANSFERRED TO FOUNDATION VIA BEAMS, > . --, POSTS AND/OR SOLID BLOCKING. • Tummy( D. ALL EXTERIOR DIMENSIONS ARE TO SHEATHING UNLESS OTHERWISE NOTED. �'' 0 E. (2) 2x6 HEADERS MIN AT ALL BEARING MALL OPENINGS UNLESS OTHERWISE NOTED. O O F. POSTS AT HEADERS IN 2x6 WALLS SHALL BE p4 ro (2)2x6 MIN. POSTS AT HEADERS IN 2x4 WALLS -+ 4x6 I°'OS SHALL BE (2)2x4 MIN. �., °' G. ALL TRUSSES TO BEAR ON EXTERIOR MALLS r� 5 AND/OR GIRDER TRUSSES UNLESS OTHERWISE 4- _ NOTED. T�'1 Cn H. TRUSS MFG. TO SIZE MEMBERS, FASTENERS ® O O O O HANGERS SET SPACING FOR ALL TRUSSES. N O I. WINDOW SUPPLIER TO VERIFY AT LEAST ONE 160°70 OGD WINDOW IN ALL BEDROOMS TO HAVE A CLEAR HDR. @ `I'-0" EGRESS OPENING OF 51 SQ. FT. WITH MIN. \ \ \ \ \ \ DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; I SILL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR, PER 2008 OREGON RESIDENTIAL II . " SPECIALTY CODE. 9 1 J. PROVIDE FIRESTOPPING EVERY 81-11/8" r, VERTICALLY IN WALLS > 81-I I/8 . =o K. ALL HANDRAILS TO BE MIN 54" - MAX 58" ABV b-- TREAD AND TERMINATE IN A NEWEL POST OR SAFETY TERMINALS, WITH DIA OF 11/4" TO 2" \ = I DIA. L. ALL GUARDRAILS TO BE MIN 56" ABV TREAD O- _O INCLUDING RAILS AT OPEN SIDES OF STAIRS. O O _o _1 M. ALL GUARDRAIL BALLUSTERS TO BE SPACED 6050 DBL. FXD HDR @ 6'=10" — — SUCH THAT A 4" SPHERE CANNOT PASS �- �- BETWEEN BALLUSTERS. t~ -4*.2 GA N. ALL HANDRAILS I GUARDRAILS TO MEET 2008 0 TAN GA AGE OREGON RESIDENTIAL SPECIALTY GORE. 0 - u 8'I I I/8", 41 0. MIN CLEAR HEAD HEIGHT AT STAIRS SHALL BE 1—J P-1-1 I'a-rJl • S -O 6'-8", MEASURED VERTICALLY FROM SLOPED PLANE ADJOINING TREAD NOSING, OR FROM Cr) -.a FLOOR SURFACE OF LANDING. • 111-62' 4'=I2" 4'=32" P. ALL ELECTRICAL AND MECHANICAL EQUIPMENT w f / I ARE SUBJECT TO RELOCATION DUE TO FIELD O I� �. = II'°62" 4'=12" 4'°4" = CONDITIONS; CONTRACTOR TO VERIFY. -I ,O O iN--� - F-=i 1- _ \ - \ 1- - n W O O — I KEY: CD -i _ 1 6x6 POST = DENOTES WALLS WITH TOP PLATE GREATER THAN � O � � i STORAGE O - - � ct� , m 1 1 I UNDER , 8 I I/8 ABOVE FLOOR STUDS TO BE CONTINUOUS dlIi ' O m 1 I 1 STAIRS O FROM FLOOR DECK TO PLATE PO 1 1 1 I -KNI PROVIDE GYPSUM 1 1- 1 BOARD UNDER STAIR I C.n r AS REQUIRED BY O I O = 1 n - -IN -() - THE 2005 OREGON 1 O O 0 .0 - DENOTES DROPPED CEILING OR SOFFIT RESIDENTIAL GODS_1 _n PRODUCTION MANAGER � d- c0 cy 1- - 2868 Gary Culp HDR. @ 6'a8" / RELEASE DATE: 12/23/10 � � 1 Cl 11 11 Q / / REV DATE /DESCRIPTION 1 u I Ll1 LU A UNIT B&C REVISIONS 11 1 In V — II 1 1 - 1--• N 04/01/2011 p1 o I - OIN r'' o- A WALL -0- t = 0 I--II I A u- 0 � -pi �®°I'�9� � � fn In Z V l _ w A I:: 1 52" 8'-0 — I cn II-- I. LAJ // X \� li) H V -IN O _ 0 01 I m 4 A Ilin 0 1 O O 1 1 1 r 0(V _ IJ� y� � -. ` �I N I O Q _ w I I O O .0 X - m s) 01 w I _ 1 = O 2 — 1 1�1 - -� N N t�1 ! (V N IN` - • I d- �► \ J P,.) C1L) CV X Q ® N _ z PROJECT TYPE A2 ° a AI ° MF O I 1- lir J a COMMUNITY NAME N N Summer Creek 61¢0" 5'-4" 52'2'mO2" 364" 2'¢4" 5 .. Townhomes o LAWSON COMMUNITY ID 5'-I 0" 2'612" W 0000 / / J w I I'=4" 8'°�12"' 2" I I'=4" 8'-°12" I 2" 'x GARAGE HANDING z Varies 201-0"1 201-0" iie rx o z SPECIFICATION LEVEL o 0 0 z 0 PLAN NAME w J Q o 0 NPC PLAN NUMBER cn 0 z LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME °R A L 72\=1 EA , 0 /\ o 1 1 ,..) I J I 1 0 ,04 AN� . I I A ® I 0 \./ S == /\ � PLAN k� NJT � SHEET MIRROR A1-1.2 (c) Copyright Pulte Home Corporation - 2009 • .. ' .1 1 P. ;it I ►i1 •. ►" t l - 11► - i ► .1:1 • ► . IUD .1 l i 1. 1 - - Diu : ►_. ► 1 uif,�lu 1:1 :►1 '-1 ► 1 l ■ :l _■ - Jinn - i► I 1 i FLOOR PLAN NOTES I 2„ O A. ALL INTERIOR PARTITIONS ARE ( 1” �" ) 5 / ® 1 2O'-O" ROUGH UNLESS NOTED OTHERWISE. ALL c■ ^I / / EXTERIOR WALLS ARE ( f 1" ) 5 1/2" ROUGH. 0 Iq'°112"' 2" B. ALL ANGLED PARTITIONS ARE 45 DEGREES • 1•1•61 l V / f Cn 1 UNLESS OTHERWISE NOTED. • 12 8 °q 5°5 G. ALL CONCENTRATED LOADS SHALL BE • 1"' I 'i v) / / / / 2O'-O" TRANSFERRED TO FOUNDATION VIA BEAMS, ------- f POSTS AND/OR SOLID BLOCKING. > I cI'=112" I 2" D. ALL EXTERIOR DIMENSIONS ARE TO SHEATHING w 1. UNLESS OTHERWISE NOTED. v.) 0 IO'=6" 1'=52" E. (2) 2x6 HEADERS MIN AT ALL BEARING WALL / / / OPENINGS UNLESS OTHERWISE NOTED. Yri 00 51-c1"� 4'=q" 4'=o2" 5 -5" F. POSTS AT HEADERS IN 2x6 WALLS SHALL BE = rd , / / / -, (2)2x6 MIN. POSTS AT HEADERS IN 2x4 WALLS L-,SHALL BE (2)2x4 MIN. ,,,9 G. ALL TRUSSES TO BEAR ON EXTERIOR WALLS , I 0 ci AND/OR GIRDER TRUSSES UNLESS OTHERWISE NOTED. z p O O O <C _1 _ = , 1 H. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, ® 0 9 • Q `, ® `� HANGERS SET SPACING FOR ALL TRUSSES. °I O � p � 0 0 O 1-- I. WINDOW SUPPLIER TO VERIFY AT LEAST ONE 0 Q O Q Q WINDOW IN ALL BEDROOMS TO HAVE A CLEAR I 1 1 EGRESS OPENING OF 5.-1 SO. FT. WITH MIN. ♦ ♦ ♦ 1. r 1 1 - • ♦ • ♦ \ \ ♦ ♦ ♦ DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH;It7 AP 1-771--714 SILL HEIGHT NOT GREATER THAN 44" ABOVE 1 ,1 LTE1 L_ _ FLOOR, PER 2005 OREGON RESIDENTIAL SPECIALTY CODE. D/W 1 _ 1 > p - j SINK ®® ®® J. PROVIDE FIRESTOPPING EVERY 8'-I I/8" /j , ' A/A°5 O ;� �� .2 �� VERTICALLY IN WALLS > 81-1 I/8 . 5I-6„ 5'=III„ 8-I I/8 = 8-I I/8 i = q'-8" x 61'-8" _O i'-6" x i'-O" O K. ALL HANDRAILS TO BE MIN 54" - MAX 58" ABV/ �' X13 5F ° 85 SF -' TREAD AND TERMINATE IN A NEWEL POST OR r, ININ ,. f Room G/ p � IT ©) m 0 0 SAFETY TERMINALS, WITH DIA OF 11/4" TO 2" -1'-I 1/5" = \ 7 7 m V ( I DIA. 101_0" x I'1'_Z" O ' z cal III 5F ' I1 1 4 6 of — 5-5 I °OI °4'2 2'-,E32 Si-an' 51-52 L. ALL GUARDRAILS TO BE MIN 56 ABV TREAD J In 9� / y f - �` - - - / INCLUDING RAILS AT OPEN SIDES OF STAIRS. ♦ M. ALL GUARDRAIL BALLUSTERS TO BE SPACED Z �1 T��--I�t�t° 6050 DBL. SH /0'1 ♦ 1 (0 PASS < �fDR. 8=O = D/A=S.O SUCH THAT A 4" SPHERE CANNOT PAS 'L 5I PASS _ _ - ♦ 4068 BIPASS 14068 B AS S \ BETWEEN BALLUSTERS. ..� 1 3 ' . . I \X 2 6 8 4 , S 12 5-6 If / / / / -IN m -1- N. ALL HANDRAILS GUARDRAILS TO MEET 2008 SOFFIT AT PANTRY - OREGON RESIDENTIAL SPECIALTY CODE. -• (4I A.F.F. L. ' c SCR - N � S�R � L� �I - � � O. MIN CLEAR HEAD HEIGHT AT STAIRS SHALL BE 2_, ♦ ,� 2x6 WAL1�Fr- ♦ d.�.4 ° _ �. >L .--__,m 6 -8 , MEASURED VERTICALLY FROM SLOPED w �a CO- -IN _ Q ii , , , 24" T.B. S • -t2 > v CQ PLANE ADJOININTREAD NOSINGOR FROM° WASHER� _ FLOOR SURFACE OF LANDINGL _ �Ti�I � - ♦ tl� P. icV Is„ -PI AVFO I m l0 J HOOKUPS -I(V T.R. - 4—216 I —016 5—O — `0 1 I In m en ► ----_� - P. ALL ELECTRICAL AND MECHANICAL EQUIPMENT d O O , ° , - H/A-5.0 ® Cl r--- , 12" VENTED I O = i -° m /A-S.O �n in 0 _ _ ♦ N 1-= i SHELF in _ ARE SUBJECT TO RELOCATION DUE TO FIELD [� �s m _ - .R. z 1 CONDITIONS; CONTRACTOR TO VERIFY. _ N � m to � Q- p , JN�4R. O r� w `b H.S. 1 ° 2468 ° _ �-, .P z O Q = III = T U O J ®i® �� ----� O �—+ -7880 S.R.O. 5080 S.R.O. t .4�8`S.i�O 1 r ? KEY: m 1 „ m _ ° 2 °52 I m8 - m = 52 -16 = ,---To ,! (_. -IN 11.1 f / / -icv DENOTES WALLS WITH TOP PLATE GREATER THAN < n i // O x 8 -1 18 ABOVE FLOOR STUDS TO BE CONTINUOUS ° • ° e ° v _° T R _ _ I i ° / m - Q Ti- � �� T.P. - o IN � - � O m K TO PLATE FROM FLOOR DEG L m O LO � O w d m O j\� Q OBSCURE ar WNER'S MATH ► p V ~ ifi Li_d _ � 2040SH �---- ii 1-- �,'� � HDR. ® 6 QIO � A= �- i � lY z dJ 1Y� r.�_1,� 4.2 ....0;A1-4' -OW �� u ri 1 a� O ° _ cv 24 T.B. Y�ALL j� �� -_-� _ - O �� — - ' =?♦ ♦ X 1 O J DENOTES DROPPED CEILING OR SOFFIT T ' ®® $2 LOIN z I� A PRODUCTION MANAGER I 9-I 18 WALL 5'-I" x Irt'-4" Q - n co -IN Gary Culp 254 SF ° -� m ° / / RELEASE DATE: 12/23j10 IS°2 2'-6 41-5--" cV O / / ��/ ° o to 0_ / /° ko G REV DATE DESCRIPTION UNIT B&C REVISIONS _CO MATGHL I NE 'A' N Q Y,4 MATHL NE 'A' _ _ _ _ __ _ _ — I 04/01/2011 1 ill 11 II v;1 ® —=c.l O Y'll■l 'S SUIT 54 R W A 1- ° _� 1, CIO - 8-1 1/8 �� < I—' ♦ — 13'-10" x II'-II" YV.I.G. 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VENT '--a I \ ` F I R L F L/c'L PRODUCTION MANAGER MANTEL SE O\ @ ='F_G FLA\1 VIEIA1 Gary Culp AS RELEASE DATE: 12/23/10 SFE JFIEL REV ;(I DATE /DESCRIPTION e PolAir,ER 5ATH 0- "1"kt"I CAL UNIT BE REVISIONS j A S.R.O. k T ROOM 04/01/2011 J O I ONN_ W A 0 0 p um fm rid) ^ LIGHT \ I— i ` 4- W ix LIGHT a ^ Xni 9 } ()Lij A M 1 0 .o 4S"x 42" � ii- 5611x 42" - 7 MIRROR A m MIRROR = cn A \ ! M r ® �-yr -1 N L_rL J _J r \- vX , - i --I c --1-- _ Z PROJECT TYPE _ I 0 -� MF co F-- k V I i \ / a- 7' COMMUNITY NAME L__�, ,L _I W N �/ \ n ____-r Summer Creek VSDB33630L e VSD584856 J Townhomes 0 LAWSON COMMUNITY ID 3'-o" 4'-o" 0000 / / / / w cc GARAGE HANDING I'I GI: SATH C N R TH 2 Varies Z SPECIFICATION LEVEL 0 0 �' 0 Z 0, PLAN NAME W J a 0 NPC PLAN NUMBER Z LAWSON PLAN ID I IT I NT I ® , = 0000 LEGACY PLAN NUMBER NAME QOQO SHEET MIRROR A-3,0 (c) Copyright Pulte Home Corporation — 2009 I' -- -- --- III..Il'-.;as:_. _. 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X1 _ �z :T1- / / Q - �L { �• EXHAUST FAN/L I GHT 11 L — — \ / OUTLET, I �. LJ E— c.) \ L / 5D TV AND �j J / \®J N N, R'S $ '- a W 11 _ r, \ / PHONE SAT I _ = ___ ) EXHAUST FAN/LIGHT/HEAT PREhN,RE , /'I I v�/ \ / �� FOR \ _ _: // 17 ,- -- ;1_,LL O SMOKE DETECTOR OPENER\ \ ---�'� '��J � -‘Lt 1' DN TO _ ill I+ i DN TO 5D BUTTON \ ,- OPT. \ 7/� OPT. \ LIGHT 7 I \ O LIGHT ELEGTRI G WALL HEATER PRODUCTION MANAGER Gary Culp / �, RELEASE DATE: 12/23/10 I ELEGTRI GAL PANEL UP TO i �-�� ,�') PANEL 0 LIGHT ` — — \.4:�' -- — REV I DATE /DESCRIPTION ® 4 . EMERGENCY LIGHTING II II / / UNIT BBC REVISIONS __________.9 11 11 '....,c" UP TO / u 11 I <�, ' LIGHT / I 1 EXIT SIGN 04/Ot/201t 11 11 i OPT. �i� AT r� E-EX-) 0 ®'t' 1 11 1 `� BASEBOARD ELEGTRIGAL W A \ 1111 _� a HEATER _, 1 1 ELECTRIC — 1L+J� \ �L+ \\ ®"NEf 's Q DOORBELL CHIMES A ICI O II, WALL MOUNT OPT. — — — 6PT.-e HEATER I \ • __ —0 ; z 0 DISPOSAL z A ' (n — - i, ce II j I % o w o II 1 i ® OPT GE IL I NG FAN/L I GHT LI A I w I 0(\/\ IL 4 III 1 11 III III II A 11-1 LIGHT v 1 i>� �. ELEGTRIGAL PLAN NOTES 1-- II I A. ELEGTRIGAL GONTRAGTOR TO PROVIDE cn i. L ®J REQUIRED D I REGT HOOK-UPS/CUTOFFS. cn B. HVAG GONTRAGTOR TO VERIFY THERMOSTAT N LOCATIONS. PROJECT TYPE G. ALL ELEGTRIGAL AND MECHANICAL EQUIPMENTv, MF (I.E. FURNACES, A/G UNITS, ELEGTRIGAL PANEL SAN I TARP SUMP PITS, DRAIN TILE SUMP AND ° COMMUNITY NAME WATER HEATERS) ARE SUBJECT TO N Summer Creek RE OGATION DUE TO ITIONS. L FIELD GOND D. ALL SMOKE DETEGTORS TO BE 110 V w/ Townhomes BATTERY BACKUP, WIRED IN SERIES, o LAWSON COMMUNITY ID I NTERGONNEGTED TO ALL OTHERS, MAX 10'-0" w 0000 a _ FROM ALL BEDROOM DOORS. MIN I SMOKE J 11' DETEGTOR PER FLOOR. MIN I SMOKE DETEGTOg GARAGE HANDING PER SLEEPING ROOM. (/' E. PROVIDE AND INSTALL LOCALLY GERTI F I ED Varies SMOKE DETEGTORS AS REQUIRED BY NATIONAL FIRE PROTEGT I ON ASSOCIATION (NFPA) AND zz SPECIFICATION LEVEL MEETING THE REQUIREMENTS OF ALL GOVERNING GODES. 0 0 F. PROVIDE AND INSTALL GROUND FAULT GIRGUITz � PLAN NAME NTERUPTERS (GP I) AS REQ BY THE NATIONAL ELECTRICAL CODE AND MEETING THE o N NPC PLAN NUMBER REQUIREMENTS OF ALL GOVERNING GODES. I 5 I Q S ® Q I HI ' fl I ® ® Z PLAN ID LEGACY PLAN NUMBER /NAME 0000 P' /NN*474N. SHEET ELEC- TIC- AL ® MIRROR A1-4,2 (c) Copyright Pulte Home Corporation - 2009 • . . . . • I, I,. . . I . . . . ■. ITl �' .gat I ►t1 �. �" I ► - i_:i .�.� - -_- ► :. � � ► � �_ ►� k i I I - ��u ► ►_, ► ►�►■1u �■1-:\� � I ► I ► ► :► ■ - ►� ��Oi — ► 1111 FLOOR PLAN NOTES A. ALL INTERIOR PARTITIONS ARE ( ' f ) 3 1/2" oO 16'-0" - 16'-O" ROUGH UNLESS NOTED OTHERWISE. ALL N N - - EXTERIOR WALLS ARE ( 1 t ) 5 I/2" ROUGH. ® `NV 2" 15'-II" 2" B. ALL ANGLED PARTITIONS ARE 43 DEGREES • UNLESS OTHERWISE NOTED. u) 5'-32' I'-3" 1'-52" q'-102" 6'-02" G. ALL CONCENTRATED LOADS SHALL BE • '� / / / / / TRANSFERRED TO FOUNDATION VIA BEAMS, POSTS AND/OR SOLID BLOCKING. D. ALL EXTERIOR DIMENSIONS ARE TO SHEATHING a.) Cld UNLESS OTHERWISE NOTED. w i I E. (2) 2x6 HEADERS MIN AT ALL BEARING WALL OPENINGS UNLESS OTHERWISE NOTED. 00 F. POSTS AT HEADERS IN 2x6 MALLS SHALL BE PO ti MIN. POSTS AT HEADERS IN 2x4 MALLS �-+ SHALL BE (2)2x4 MIN. �.., \ - ` G. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSSES UNLESS OTHERWISE N — r P-4 M NOTED. +4 C , CIS H. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, ® O O O ® HANGERS / SET SPACING FOR ALL TRUSSES. N I. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR R 0 000 H EGRESS OPENING OF 5.7 SQ. FT. WITH MIN. - DIMENSION F 24 IN HEIGHT AND 20" IN WIDTH; � \ \ � \ � \ • OF 2 , SILL HEIGH T NOT GREATER THAN 44' ABOVE 0 - - FLOOR, PER 2008 OREGON RESIDENTIAL P 5 EGIALTY GODS. o J. PROVIDE FIRESTOPPING EVERY 8'-I I/8" /��'. 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 I 1/4" TO 2" DIA. B L. ALL GUARDRAILS TO BE MIN 36 ABV TREAD C� -I I -I I 'd-L d- J INCLUDING RAILS AT OPEN SIDES OF STAIRS. `/, • +L in M. ALL GUARDRAIL BALLUSTERS TO BE SPACED < SUCH THAT A 4" SPHERE CANNOT PASS TN� M � BETW EE N BALLUSTERS. P.--4 C3 8'-I I/8" N. ALL HANDRAILS / GUARDRAILS TO MEET 2008 Q 15'-2" x 58'-o" OREGON RESIDENTIAL SPECIALTY GODS. Q 414 5F O I O. MIN CLEAR HEAD HEIGHT AT STAIRS SHALL BE 4=4 I'-52' c =1 1 2 4I-32 I =82 G I' I I" 6 -8 , MEASURED VERTICALLY FROM SLOPED PLANE ADJOINING TREAD NOSING, OR FROM Cr) FLOOR SURFACE OF LANDING. t~ I : w O O P. ALL ELECTRICAL AND MECHANICAL EQUIPMENT w N - I \ !\ ARE SUBJECT TO RELOCATION DUE TO FIELD 1 CONDITIONS; CONTRACTOR TO VERIFY. 7 II STORAGE -IN O _o O UNDER STAIRS W Co KEY: C.7 FROV I DE GYPSUM Q Q O DENOTES MALLS WITH TOP PLATE GREATER THAN BOARD UNDER STAIR R ,--+ 1 81-1 I/8 ABOVE FLOOR - STUDS TO BE CONTINUOUS T AS REOU I RED BY m - j = FROM FLOOR DECK TO PLATE ? , O THE 2005 OREGON O ► Z - - 1 RESIDENTIAL GODS -ICA -ICI 1 _ 1 DENOTES DROPPED GE I L I NG OR SOFFIT ' in in PRODUCTION MANAGER Gary Culp /� / *2: llD UNIT B&C REVISIONS 11 11.1 O m 0 1- 04/01/2011 o a A D- \1 < \ • \ ci A HA 0 % -I- co ' I 286 Z W Q •I UJ 8 m H.R. @ 6'=" w 1 o co A ' " w DC 4 5'- -7" 52 -ici -icy A O 01' // ti f-F---- O N ( ` I • ` r i \- 1 w A A _ cn O I I ® O � o X i a _i - N in cc Cl _ 9L N Z PROJECT TYPE -IN\ � O © 4,1\ 0 .� - � MF Li-- J o S) co ' o © 1 a B COMMUNITY NAME I I � . I V. B2 -__ Q ___ J v Summer Creek 5' Townhomes 0 o LAWSON COMMUNITY ID 2'=42" 2'=3" 41-11" S'=52" a 0000 / / // .( w 2'1 5'=62" 10'1-5" I I ° GARAGE HANDING co / / 52" 4'-72" 52" 10'=42" z // // Varies 16 =0 < / / 2�' ' 151-II ' 2" a z SPECIFICATION LEVEL 0 16 -0 o 0 / z 4_ 4_ UJ PLAN NAME a U NPC PLAN NUMBER z LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME fE /\ L ® ® , ®0 o o L) \117- � UNIT �i L /\ N O ' /\iThO ' / SLAS E 1ST ® ® I SHEET 1 (c) Copyright Pulte Home Corporation - 2009 B1.1.2 - - - - FLOOR FLAN NOTES O A. ALL INTERIOR PARTITIONS ARE ( �" �" ) 5 1/2 II O ti 161=0" Ct. ROUGH UNLESS NOTED OTHERWISE. ALL cV M EXTERIOR WALLS ARE ( 1' j' ) 5 1/2" ROUGH. -1 2 I5�11 2 • ,_, N B. ALL ANGLED PARTITIONS ARE 45 DEGREES � .I UNLESS OTHERWISE NOTED. CJ) G. ALL CONCENTRATED LOADS SHALL BE • 1—ii c 16I_011 � TRANSFERRED TO FOUNDATION VIA BEAMS, 011=82,' 6'=221' / / POSTS AND/OR SOLID BLOCKING. • ri-4> --, / / / !II II I !II D. ALL EXTERIOR DIMENSIONS ARE TO SHEATHING (2) a NEM NM 2 15-II 2 ✓ *1' UNLESS OTHERWISE NOTED. cr) 0 51-511 101-611 I E. (2) 2x6 HEADERS MIN AT ALL BEARING WALL ?• / _- --- / OPENINGS UNLESS OTHERWISE NOTED. ImiCi 0 RI,1°5211 61=2211 F. POSTS AT HEADERS IN 2x6 WALLS SHALL BE ro / 1 / (2)2x6 MIN. POSTS AT HEADERS IN 2x4 WALLS �-+ a� SHALL BE (2)2x4 MIN. ¢, p-i fa., t G. ALL TRUSSES TO BEAR ON EXTERIOR WALLS , >'--il HERWISE I7EG�G AND/OR GIRDER TRUSSES UNLESS OT •� NOTED. c ' 9 p O - I� in -' H. TRUSS MFE'. TO SIZE MEMBERS, FASTENERS, ® N o I 3 6 Q HANGERS SET SPACING FOR ALL TRUSSES. i� O � Prami O I-- p I. WINDOW SUPPL I ER TO VERIFY AT LEAST ONE 0 cOd IL 0 Q WINDOW IN ALL BEDROOMS TO HAVE A CLEAR .p `p EGRESS OPENING OF 5.1 SQ. FT. WITH MIN. \ \ \ \ \ ♦ = E ♦ O • m ♦ `l DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; SILL HEIGHT NOT GREATER THAN 44 ABOVE ,-jam J. , rJ 5' TUB FLOOR, PER 2008 OREGON RESIDENTIAL ,r O SPECIALTY CODE. �v SHOWER d \ 0 L. J. PROVIDE FIRESTOPPING EVERY 8'-I 1/8" •j4'' i�. SAT}.} VERTICALLY IN MALLS > 8'-I 1/8". " _ " 1 �, m �• �- K. ALL HANDRAILS TO BE MIN 54 MAX 58 ABV p ,� 00 TREAD AND TERMINATE IN A NEWEL POST OR REATI ROOM m (N „ 1 SAFETY TERMINALS, WITH DIA OF 11/4" TO 2" I T.P.�� - 11-1 1/8" ^ u q'-q" x 101_311 DIA. W I5'-0" x 15'-6" R`.�� - H S G 100 5F L. ALL GUARDRAILS TO BE MIN 56" ABV TREAD C� 233 5F �- ! X INCLUDING RAILS AT OPEN SIDES OF STAIRS. —1 a ® ® -- - ® ® 2465 7 MATG�°IL I NF A `- M. ALL GUARDRAIL BALLUSTERS TO BE SPACED B- II� � SUCH THAT A 4 SPHERE CANNOT PASS 1 `9 N BETWEEN BALLUSTERS. - 4O6S BI PASS N. ALL HANDRAILS GUARDRAILS TO MEET 2008 V �` OREGON RESIDENTIAL SPECIALTY CODE. Q = 1 °, O. MIN CLEAR HEAD HEIGHT AT STAIRS SHALL BE Q O -Si LOFT S4 R Cl 6I-811, MEASURED VERTICALLY FROM SLOPED w I ---� PLANE ADJO I N I NG TREAD NOSING OR FROM -F If' r FLOOR SURFACE OF LANDING. 2868 41=5211 51=611 S1-2" ITSI�+ER G H S , HOOKUPS P. ALL ELECTRICAL AND MECHANICAL EQUIPMENT / / , _ B5.0 i (i� ii �� = ARE SUBJECT TO RELOCATION DUE TO FIELD = 1 -i i -1-ii iii -\9 C-1 E—+ 1 I __1LJ OPT. STACKED CONDITIONS• CONTRACTOR TO VERIFY. E--{ -- 4-I 0 -q I q2 I �-�" I -ICV �n WA HER DRYER - S tl tit / / / 1 X / / - N LAU1•1'14�Y (t1 OPEN BELOW _ 0 - KEY:O - �•c { I D/W [11_7: O p 42�LOW - DENOTES WALLS WITH TOP PLATE GREATER THAN ° �' i� SINK _i \ W d 1 WALL \ 12" VENTED 1 I = Z F--1 i.li m w ° , II I = 9 m �� .� SHELF 8-1 1/8 ABOVE FLOOR - STUDS TO BE CONTINUOUS Q 42 LOW z 11 , FROM FLOOR DECK TO PLATE O 0 I- _ fY x60 _ d ELI - WAL - z �r �r �% (2os -OWER W N � � 1G I T�1-+�1�1 �' N , 1 - ' u , 1 Z z i i - 0 u1� s Q , --1 - p ® Q �. 4 I B. -- ICV ® I }- m m O r t 246 8 DENOTES DROPPED CEILING OR SOFFIT H/B�5 0 PRODUCTION MANAGER V in al z s. .X b.S. d�- N � •° Gary Culp T � / RELEASE DATE: 12/23/10 /23/10 -„y < 0 IS - G/6-3.® O__ 1 O T R T.P. I :;: DATE D-a 0 Q I ` �] /DESCRIPTION M 1 I' UNIT B&C REVISIONS lilkil V' Q) 1 1 1 0 04/01/2011 I 1- ii rr ^, �� x6 WALL. CO CO lin ' 111 II 3-L � - , 0 IN N a _ I N O 1 I A 0_ - \ -` II C L N BOOM 2468 ¶ A HA O GAB 1- z w I--. 1 Z ce - = O1'MN 's SUIT �- O M 1 I 11 d .-� 51-1 1/8 c cn = N -1 I I ` I `� ”' 1 11 1 11 w 1 9 m - � ~�'-I I/8" �� I I -4 x 12-4 o W.I.G. 151 5F z A [n + IO'-4" x IO'-O" r 0 1-101 SF H -c Q•A A PW�1 . LL 9TP. S4 R • A \ • \ 1 — w / \ w O O cl- M N� II it I \ \ N\ � III I \ N ---�- � PROJECT TYPE _ \ L____ iJ J = � o ° MF i o � ° � o o � o B I O 62 0 B I ( 1 62 N COMMUNITY NAME © © o ___ Summer Creek -.-- p co Q ---- p Q -.-- 0 r I 5,c6„ 51-5211 Townhomes / / / o LAWSON COMMUNITY ID I II I II I -11 " I 1 0000 5 -0 5-O 2 -112 5 =10 =12 a / / / / I' I GARAGE HANDING -" I -II 4'112" 10'°I 12" 4'-112 101-112' / / / / Varies 1„ II I 11 I II I Q 2 1511 2 2 I5I-II II II 2 oce 4( z SPECIFICATION LEVEL 0 161-0" I 161011 0 I i z N PLAN NAME w J a 0 NPC PLAN NUMBER 0 z LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME 0000 UNIT S - ON L J IJNIT rH I LQQ I I - AN SHEET B1-2.2 (c) Copyright Pulte Home Corporation - 2009 • .. _.__ _.P.._1_1.__1' i/� 1 _ i■:1 •; ►" 1 ■ - ►1 - .11... ._11► — — i ,:► 1:1 • : : >,: : 1 i ►1 ► 1>i i l — - uia, i► ► ► Iti►■lu 1► I :►1 i ► 1 l ► :1 ■ — ► t c-NI N ® . N CHASE • rim( 0 7-E0R VENT l'_4, CID C!l / • r—i •-d WM5G30;136 W2436L W2436R W2136L / N W2436R W3g18 WI236 LIGHT N iN / , a) i 7 N \ • r-4 t.-_,4 ry, , . ,\ / / _ \� C::::) t» 0 N \ �(IGR®\ / i // v \\\\ \ N I I, N I, \ -—/— — I \ ' I REF. / .0 - CZ5 a "-I t 1 1 \ P"i� 4; x' 1 <:: \x I _ Pimmili L'2 P-1 \ : k B24L D8418 RANGE 8248 BI 2L DA 51336 a ^ / / / / / / / / / / / / / ��4v, A I TO HE N K I TCHEN K I TCHEN FOIACEIR SATH 5 1:2 RE ESSE (n 8" ABOVE / / Alik 6),,, 1 L \- aS P.V. ~>' I w \ \ / 6AS w u / O O 5& 1:7.V. r R.O. FRAMING NG pc) W RFLG / / / Vt FLUSH XI. VENT VARIES ARIES SEAR H F I REFLAGE PRODUCTION MANAGER MANTEL Gary Culp AS RELEASE DATE: 12/23/10 . SFE I F E REV# DATE /DESCRIPTION UNIT BBC REVISIONS Q 04/01/2011 EAT ROOM ® 0 J a O SON _ w A Q U N A I 1), 0 Q -LiW ce w a A i °LIGHT 0 LIGHT 4 ♦ w °2 VENTED ( A 11-1 01' SHELF r 0 60"x 42' A `q �� X 42" M I ROR D w w OOR N / \ iq MIRROR \ - M N _ \ N PROJECT TYPE 0 1 z 0 o - . MF / E ....4 r 2 I I-' Id' - r-T-1 r-7 -7 /i i\ --� 1 L l X/ I I \ 0 OPEN / \ W COMMUNITY NAME , / I I u,/ ® Co \� LO N Summer Creek Cl 1 N J Townhomes I \ \ \ \ q \ \ o LAWSON COMMUNITY ID VSDB33630R VSDB86O36 B36 W 0000 w GARAGE HANDING , 3'-011 , / 5'-0" , / 3'-0" Z/ Varies c, 0 BATH #2 ' N S BATH LAUN ' Z SPECIFICATION LEVEL z - N PLAN NAME W J Q U 0 NPC PLAN NUMBER ..0) \% 0 I I I NTEI I ,C4 E: . E \/.7. TIONS z LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME 0000 SHEET B-3.O (c) Copyright Pulte Home Corporation — 2009 ' f i...1' i i, I ii 4, .- .1 k - k L. llf► : : : ' . ..I • ''►I ► i I I - - uu ► ► i •ilkil'u 9:110 • ► 1 ► 1 '. _► ■ kI 1 i ELECTRICAL o o1 �, SYVBOL < ElY N N .� LIGHT 1=IXTURES • j c� • � d1 OM REGESSED GAN LIGHT — — — > r� r\ • LJ !RECESSED GAN EYEBALL -E - GE I L I NG SURFACE MOUNT LIGHT clir) cn 0 I-d WALL SURFACE MOUNT LIGHT 8 N PE LIGHT 'At/PULL CHAIN SWITCH Ti 7:i (t :)--,® WALL SCONCE 3 FLUORESCENT FIXTURE .4••4 ( ) (LENGTH FT/TUBE) — 7 OUTLETS 0 ° 0 OPT. n 1 T n �`/G I DUPLEX OUTLET GFI=WP 5 I-WF LS�o t n � ' ' \ SPEC I AL PURPOSE OUTLET , �n (1.e. W.P. G.F.I.) ) I III I E ec Panel - / r: T\/, /,,„,.� -r SWITCHED DUPLEX OUTLET i ^7.. 0 Y RANGE/DRYER 220V OUTLET . _ ■ >it 0 OUTLET, �--- '4 - - APP IAN L G 7� ' p_� / TV �`ND i� fil DIRECT WIRE CONNECTION /-� �i -- / PHONE eEi�Fkoom 2 POWER � OPT. \OPT. ' I / -DOPY. _J \= / � � TELEPHONE OUTLET - \ I 1 - - , - �F -- / (TELEVISION) OUTLET , I I GATV (TELE i ) W / ; / I = L J \_.- - o THERMOSTAT � / 111 / y ,r;c`\ C,, ``.) j / F / UNDER-COUNT ER OR _ _ 7: —' GONGEALED OUTLET i±j / S 0, OPT. o . OFT. W t 0 \ �i� fi 1 SWITCHES ri ' . ' =\ ROOM / / 1® \ SINGLE POLE SWITGH Q -�- / / +� SFI - — - ►� 11 2 OPT./ / OPT. 0 ,®-r 53 THREE-WAY SWITGH -+ HE // / / .4 + + GAS / ---- L® T r �n \ i - 5 FOUR-WAY SNITCH fi NL, M i i , �1 i 4 ', \ I 6)— _ - - - SD l�l __ ;,' 5c USER DEFINED SNITCH �l , 16 0) , \ 4 t wo 1 0' 4 - H '`) 2) OS CA� Q ®SPN\\ i i itti ( ! IA L''% L 111 LJ EXHAUST FAN t--j, O t I it r43 EXHAUST FAN/LIGHT n �N To _ l i I� OM lir I ICI II I L I G I°fT II a r-71 EXHAUST FAN/LIGHT/HEAT ` or � I W L4 DNTO !I 1 � L I �T j i ® SMOKE DETEGTOR l ter 5D 5 ®�y N 7 IS_ PRODUCTION MANAGER ELEGTRI G WALL HEATER I I I I ��`1 t-/'1 � fi Gary Culp /\ RELEASE DATE: 12/23/10 n - ; - - - /� PANEL ELEGTRIGAL PANEL UP TO J UP TO o - _,._ . I LIGHT REWIRE LIGHT _ K I T -HEN_ I VI -- J CI a] 1 REY;� DATE /DESCRIPTION -OR I .;, W EMERGENCY LIGHTING UNIT B&C REVISIONS I t_ _1 OPENER 1 I L/ _ _ ; v..' I '� - SUTTON 1I I l4-Ex-)I EXIT SIGN o 04/01/2011, - 1 n' 0 I A ' -- .. / I \ BASEBOARD ELEGTRIGAL J / ', / ` HEATER < cn 1 \ J \ DOORBELL CHIMES A TN 0 - - - - V� ELECTING \ vi WALL MOUNT (" \\ Ai ... I \ 0 DISPOSAL W HEATER 1 I __ _ 517\\ � 5'v 12 ¢ � I \ �lar a ® \ t ty�° \ %na OPT GE I L I NG FAN/L I GHT A X 9 N rink Ns- -el s� • LaJ u I. A 0 / Y I=l i�ININC SU I T� FLOOD LIGHT X IL AT END _ 1 L •11 - .� UNIT o L 1 A ELEGTRIGAL PLAN NOTES 1- T �, _ 1 - II � GOND I ION w - + 1 A. ELEGTRIGAL GONTRAGTOR TO PROVIDE L A HIS \ 1 I REQUIRED D I REGT HOOK UPS/CUTOFFS. d- 111 p AT � --0. I HI I B. HVAG CONTRACTOR TO VERIFY THERMOSTAT N `V PROJECT TYPE 3 A7:i UNIT II LOCATIONS. Z CONDITION MF G. ALL ELECTRICAL AND MEGHANIGAL EG2UIPMENT0 (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 RELOGATION DUE TO FIELD GONDI TIONS. T wnh m es D. ALL SMOKE DETECTORS TO BE 110 V w/ 0 o BATTERY BACKUP, WIRED IN SERIES, o LAWSON COMMUNITY ID I NTERGONNEGTED TO ALL OTHERS, MAX 10'-0" a 0000 FROM ALL BEDROOM DOORS. MIN I SMOKE DETECTOR PER FLOOR. MIN I SMOKE DETEGTO. GARAGE HANDING PER SLEEPING ROOM. 2v) E. PROVIDE AND INSTALL LOCALLY CERTIFIED a Varies SMOKE DETECTORS AS REQUIRED BY NATI ONA FIRE PROTECTION ASSOCIATION (NFPA) AND z SPECIFICATION LEVEL MEETING THE REQUIREMENTS OF ALL 0 GOVERNING GODES. o F. PROVIDE AND INSTALL GROUND FAULT G I RGU I TT PLAN NAME INTERUPTERS (CFI) AS REQ BY THE NATIONAL Q ELEGTRIGAL CODE AND MEETING THE c� REQUIREMENTS OF ALL GOVERNING GODES. `� NPC PLAN NUMBER 1 Ri k�T om ® ( , ,04 0 is LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME 0000 LEC..- -1- 1C- A LOO I AN SHEET B1.4.2 (c) Copyright Pulte Home Corporation - 2009 • • . . : . : • 0il►■lu 'i: 1 : i . 1 k k Ik ■ - k ' 1i '_11 ll�. �' i�� I i!1 �� ►" 1 1 '• - ■ ► Ill - ■ :. ■ r ► :� � � �1 1 i 1 1 - - ilk/ � ■ l ■ FLOOR FLAN NOTES lt 16'=0" 161-0" 4_ A. ALL INTERIOR PARTITIONS ARE ( ' ) 5 1/2" o '� ' ROUGH UNLESS NOTED OTHERWISE. ALL N 2 151-11 2 EXTERIOR WALLS ARE ( 1' 1' ) 5 1/2 ROUGH. l V•1--1 N I i li i II i II B. ALL ANGLED PARTITIONS ARE 45 DEGREES • p 5=52" q'=3" =52 I (1 -IO2 6 02 I UNLESS OTHERWISE NOTED. (� ' / / / G. ALL CONCENTRATED LOADS SHALL BE • '� vl TRANSFERRED TO FOUNDATION VIA BEAMS, Z IN 'POSTS AND/OR SOLID BLOCK G. • '� D. ALL EXTERIOR DIMENSIONS ARE TO SHEATHING �12)UNLESS OTHERWISE NOTED. E. (2) 2x6 HEADERS MIN AT ALL BEARING WALL cuci) 0 OPENINGS UNLESS OTHERWISE NOTED. 0 F. POSTS AT HEADERS IN 2x6 MALLS SHALL BE r=te ♦ ♦ - -I \ • ''` °� � � SHALL BE (2)2x4 MIN.T HEADERS IN 2x4 WALLS � G. ALL TRUSSES TO BEAR ON EXTERIOR WALLS r...1 AND/OR GIRDER TRUSSES UNLESS OTHERWISE 4- 9 = O NOTED. ^ c. O s, H. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, ® O 0 HANGERS SET SPACING FOR ALL TRUSSES. N 10-10 OGD Lo I. WINDOW SUPPLIER TO VERIFY AT LEAST ONE Lo n HDR @ `1'=O" WINDOW IN ALL BEDROOMS TO HAVE A CLEAR % ♦ _ , ♦ ♦ • ♦ •♦ EGRESS OPENING OF 5.7 SO. FT. WITH MIN. J DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; 0 I I SILL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR, PER 2008 OREGON RESIDENTIAL SPECIALTY CODE. 0 J. PROVIDE FIRESTOPPINO EVERY 8,-11/8" rjy 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 I -ice SAFETY TERMINALS, WITH DIA OF I 1/4" TO 2" ICA -ICA m DIA. �_t L L L. ALL GUARDRAILS TO BE MIN 56" ABV TREAD W LB in 1- RAILS AT OPEN SIDES OF STAIRS. At M. ALL SUCH 4 GUARDRAIL BALLUSTERS TO BE CANNOT PASS SPACED i T N M ARAE BETWEEN BALLUSTERS. N. ALL HANDRAILS � GUARDRAILS TO MEET 2008 8-I I/8 O I I5'-2" x 55'-O" I OREGON RESIDENTIAL SPECIALTY CODE./ / y / O / J' 4'=4" I'=6" IO'°2" 4'652" I'=6" 44 51= IO'=1 " O. MIN CLEAR HEAD HEIGHT AT STAIRS SHALL BE 6'-8" MEASURED VERTICALLY FROM SLOPED C--4 I NG OR FROM ♦ PLANE ADJOINING TREAD NOS Cr) I O _ FLOOR SURFACE OF LANDING.NS. • \ ♦ ♦ -° ♦ �-, P. ALL ELECTRICAL AND MECHANICAL ECRU I PMENT r' STORAGE ARE SUBJECT TO RELOCATION DUE TO FIELD ® _ UNDER T = CONDITIONS; CONTRACTOR TO VERIFY. ° I O -° STAIRS O • -' � - PROVIDE GYPSUM W m J ♦ BOARD UNDER STAIR m KEY: CD ' AS REOU I RED BY Q O Q THE 2008 OREGON 0 8EN�8" ABOVE FLOOR 05 TPUDS TO BE CONTINUOUS U w - RESIDENTIAL GODS �1-- FROM FLOOR DEGK TO PLATE f� � W / < C-+ -IN V J I - �`` in DENOTES DROPPED CEILING OR SOFFIT PRODUCTION MANAGER _T / / Gary Culp ° I -iN .0 RELEASE DATE: 12/23/10 n LU o I IY 61 / REV # DATE /DESCRIPTION (AI _ UNIT B&C REVISIONS — LI co (f) 04/01/2011 a 0_ w A ,0 c<i A LA�O,-e 0 0 o @)f, o W 6� W A 4 a� 0 �; w _, _ y\ \ ( ..-------- L n I / \ ® -lo I — do_ - o 0 7c 1i- _7._,....___= ♦ ♦ A O Ln O `0 OIY " O w Cr) m N cc N m N n -ICA — I -It M in `V PROJECT TYPE L■9 ° MF °X a Q N COMMUNITY NAME Summer Creek 51-121 " 51 Townhomes 2„ 5'°012" 101-2„ // / // ., / o LAWSON COMMUNITY ID dr / / 5' 012" 10=12' a aaoo / / / W 2" i 15'-11" I 2" N GARAGE HANDING oir I t'-0" d' Mir ', * Varies Jt. Jt. J,, 161-0" tx o Z SPECIFICATION LEVEL 0 4_ 4_ o 0 N PLAN NAME L..; J Q o NPC PLAN NUMBER 0 z LAWSON PLAN ID 0000 � a� A ® LEGACY PLAN NUMBER /NAME LOA =, 0000 L - -- C, A \l, U NT Ce 157— I 0 ,Ci PA SHEET C1 4 .2 (c) Copyright Pulte Home Corporation - 2009 • 1 1: 1' jai I ►S1 I, ,— .t k a_Ili - i :: _1 1 ► .'.. ; I ' 'CI k A 1i - - ii Ai i ► _k. 11ilki1U 9 IAO % I ► 1 ► k T ' ;k .■ ► II i } FLOOR FLAN NOTES I6'-0" A. ALL INTERIOR PARTITIONS ARE ( �" 't ) 3 1/2" 8 1/ ROUGH UNLESS NOTED OTHERWISE. ALL N N EXTERIOR WALLS ARE ( 1' 1 ) 5 1/2" ROUGH. 0 2" I5'-11" I 2" 41".„.i N jit B. ALL ANGLED PARTITIONS ARE 45 DEGREES • per{I. UNLESS OTHERWISE NOTED. (� Cn� ef'-12" b'-eft, / / / G. ALL CONCENTRATED LOADS SHALL BE • 1.--.4 CL 16 1-0" CL TRANSFERRED TO FOUNDATION VIA BEAMS, / / POSTS POSTS AND/OR SOLID BLOCKING. • p� t,,., 2" I I5 I I ' 2 D. ALL EXTERIOR DIMENSIONS ARE TO SHEATHING w 1:::)UNLESS OTHERWISE NOTED. 5'=q. 10 �� E. (2) 2x6 HEADERS MIN AT ALL BEARING WALL a) 0 ♦ ♦ OPENINGS UNLE55 OTHERWISE NOTED. Q 3'=ell" b'=q2" F. POSTS AT HEADERS IN 2x6 WALLS SHALL BE 04 rd ♦ I / (2)2x6 MIN. POSTS AT HEADERS IN 2x4 WALLS j SHALL BE (2)2x4 MIN. rcj cal G. ALL TRUSSES TO BEAR ON EXTERIOR WALLS t �mGK O V _ - AND/OR GIRDER TRUSSES UNLESS OTHERWISE 4—)z ® 4) p NOTED. T"1 cn 1 O < (a O it J - H. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, IY _0 5'-I liz" co N.0 F- O Q HANGERS , SET SPACING FOR ALL TRUSSES. 4 O 4 O I. WINDOW SUPPLIER TO VERIFY AT LEAST ONE 0 D- 0O p WINDOW IN ALL BEDROOMS TO HAVE A CLEAR I EGRESS OPENING OF 5.7 5Q. FT. WITH MIN. • \ \ —1 . ------7----d \ . . -,. j I_ . , d • • r DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; il SILL HEIGHT NOT GREATER THAN 44" ABOVE ilk t- / (J / (r 5' TUB/ FLOOR, PER 2008 OREGON RESIDENTIAL ,■ a w SHOWERS SPECIALTY CODE. _ r 1 0 _ ®®m 2 J. PROVIDE FIRESTOPPING EVERY 8'-I I/8" ��'' I 3 i 5A-r 2 _ VERTICALLY IN WALLS > 8'-I I/8". 8-I I/8 �` l ' c p . I-= q -10 x 101-10" K. ALL HANDRAILS TO BE MIN 54 MAX 38 ABV = 104 5F I = TREAD AND TERMINATE IN A NEWEL POST OR � i=82,, �t � 2,=4,■ 3'�0�� 4'=I O2" I /�T.P.B N }, �, / SAFETY TERMINALS, WITH DIA OF 11/4" TO 2" _a T O DIA. - i ,I ,�' H.S.XG. L. ALL GUARDRAILS TO BE MIN 36" ABV TREAD C� .� INCLUDING RAILS AT OPEN SIDES OF STAIRS. MATGHL I NE 'A' • ATGHL I NE 'A' - .R, /j° M. ALL GUARDRAIL BALLUSTERS TO BE SPACED N SUCH THAT A 4" SPHERE CANNOT PASS is � BETWEEN BALLUSTERS. II' 4'=52" II'-�2" _ �' X06 N. ALL HANDRAILS $ GUARDRAILS TO MEET 2008 /' / / !!I - 8 OREGON RESIDENTIAL SPECIALTY CODE. Q ty - } _ __ �, 12" VENTED Q O �A LINEN 06 --_--m --�r_ _ SHELF O. MIN CLEAR HEAD HEIGHT AT STAIRS SHALL BE ,= l';Z AT ®C / i `f- i 6'-8", MEASURED VERTICALLY FROM SLOPED '� -iN Win q'��I I/8� ,� _ N - ` i _'; WASHER PLANE ADJOINING TREAD NOSING, OR FROM w I 15-I x 21 -6 Li_j �•rJ 305F m - FLOOR SURFACE OF LANDING. ----- WIG I I - i � P. ALL ELECTRICAL AND MECHANICAL EQUIPMENT I • Y‹, i ARE SUBJECT TO RELOCATION DUE TO FIELD —icv ,``�� , m 41 0 Q J CONDITIONS; CONTRACTOR TO VERIFY. SOFFIT AT I� \4v p - ■p 8 I A.F.F. 1r 1 p N F1' � Q�Q 4 xb WA1�� p fl- 42" LOW WALL .9 E ii ! 24" T.B. T.P. KEY: I- m - \ m r- m III w = CO m IL ► _ CO x 6) IX IJI •t ell DENOTES WALLS WITH TOP PLATE GREATER THAN U <C IY I-- " '1 O 0 &'-I I/8 ABOVE FLOOR - STUDS TO BE CONTINUOUS rw 2 =6 = • m m FROM FLOOR DECK TO PLATE ,—..� �- + / �� , 42" LOW _ E---4 Q Ill co -4. O . WALL O U U W �0 ➢t1 1 1- o 1 = .__H 4 _ 0 0 "---- li i CO lil ,1--0-"- 4.)&1‘f 7. C.i.) P-- .' P NTRY i= I --31_ N___1 In 0) U V r c 1- DENOTES DROPPED CEILING OR SOFFIT 16 ,� LINEN N 01 T.R. PRODUCTION MANAGER `° 1 1 X'' N _®'�'I Gary Culp I u ` li ii p O O� ii iii m p i Ii (; m 1 4� ' UNIT B&C RESIONS L 1� 1 J ♦ — L � v [Ll \/ - — 0 =r ,41-°t" 10" 2�_5 I 2'=0 ' 5'-a" i N 04/01/2011 in / ( / )' 's -/ / ! 5/ `1? \ 5 R i -�p� a - U i j OWNIe S SUITE w A d 0 N z 8'-I I/8° m 0 ♦ ♦ X =6\ tG I TG#�EN ® ' i l W.T.G. 11'-4" x 10'-1" -° 0 -Icy i; 122 5F II cy N f'Ws, �t SINK I - �1�� in bX 0 , 9 2468 w IF% \ \ i III If \ \ A\ I III Itn \ \ 0 • I � o _i - I 0 o © W I En 63 W I Oni oQ X N L J 5'-10" -'-112" " PROJECT TYPE . / / / Z MF C/1 4'm121' II'6e12' o / / / a COMMUNITY NAME I G I G2 w 2" 151-11' 2" Summer Creek / ,, / 1 16,-0" 1 5. Townhomes 5'-`7" =6 '1 =g o LAWSON COMMUNITY ID / X / /=2/ 0 000 7'=1 - 1-10" a W / / / ui GARAGE HANDING G2 N 2" S'=I I" 2" c! Varies Z a I6'=0" Z SPECIFICATION LEVEL o 0 E-' z 1 N PLAN NAME J w Q U N NPC PLAN NUMBER 0 z LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME 0000 Nr-r C SEC- 0 \4 . , ® 0 PA\ L NT H I Ri C)i ,01 L /\ SHEET I C1.2.2 (c) Copyright Pulte Home Corporation - 2009 I I 1..1. :/l I :It 1> ► •l k . - k1 - ►i !!\ \ i\ I ■ ■ ■ ' ' �■ ■ ■ ■ ■ ■ - II � � ► : I 1 ►! 1 X11 1 - - i�u � �. � li;Il�1►i 1. 1 :►1 . 1 ► 1 ► \ ;► ■ . - �+ o1 © N ® N CHASE • P•4 7-FOR VENT CI)^ ` ,I, 1,_5„ • — '-ci 1^11•15C..50::136 - W36118 W2436L / N IA3036 WI 556R / LIGHT ►� / I F \ \ < >I , 7 / v y / _ (24.)// / < \ / /N �9 kGROr I O \ - / \ �HOO9� / / 02 /HmH REF. _ , ct va.O _ \ SPACE - r- r� 1 ° f � ��/��/ A / L - � ��. R \ � ��- x I N \ I \ / „„., / / IIiiI - / 3 FILLER - /1 -7\ 11 '-- : - - - -7-/ //\\ 7 .//4 ---1 ,... , , \ \ 1 1 / \ // , , , _11 B 12L 5836 DIN B21 R 1324L RANGE 17E341 e) 08418 E330 i . 0 �V I eO / 31 .011 , 2'-02�' , i'=-1" , / 2 —O / / 2'—O / 2 66 , I =6� , , I -6 , 2-6 , �► , A KITCHEN K I 70 N I SLANV ELEVATION PC frmr,ER 5ATI-4 RECESSED ♦ LIGHT BALL I g„� ♦ x 42" 1 -r ♦ 36" D.v. MIRROR W ♦ _ CHAS FFLG m \ ►-1 W - ° _ ♦ ......„, i O 56 FIREPLACE�.X . R.O. 1=RAMI1`l� L ® \J-L�® J r^�. r , 1^1/ FLUSH I —1 [--+ I ° HEARTH / VARIES / cv / XH. VENT ♦ ♦ VSDS33630L �� PRODUCTION MANAGER MANTEL SECTION @ FF_C FLAN VIEIA Gary Culp AS 31-0 RELEASE DATE: 12/23/10 SFEOIFIEr7 REV 1 DATE DESCRIPTION UNIT B&C REVISIONS 04/01/2011 -- AT ROOM TH o J OPTIONAL W A J U c<i A 11), O vs r\I Z ^ ``' / \ 1 W 1 a A LIGHT w / , I it– ii- w A II-I„ 0 I 0 4S"x 42" . \ W MIRROR m DOOR N A N �- Z PROJECT CT TYPE d♦ r ° MF ® L_ _ J-__J\L ® 1// I I \\ O N COMMUNITY NAME ° ® ; \ / ; �, Summer Creek ,......) Townhomes ♦ \ - o LAWSON COMMUNITY ID V5DB84556 LINEN W 0000 w GARAGE HANDING 4'-O" 3 Varies 410 01AiNER'5 5ATH 0— 0 frsiNER IS SA-ri-4 Z SPECIFICATION LEVEL o 0 z 0 PLAN NAME w J o (/) NPC PLAN NUMBER \* I T C- = I - Z LAWSON PLAN ID �� __ �� I I 0 \le 0000 LEGACY PLAN NUMBER /NAME 0000 SHEET C.3.0 (c) Copyright Pulte Home Corporation — 2009 • 1 I I' we 1 ■ .1 k — ■ ■ :ilk i i 1.■ ' s •;1 k A I 1 - — ■■■1 l \- ■ ■ : •I 101 ELECTRICAL 81 1 N SYMBOL CEY O .� N LIGHT 11XTURES ' ri-4 cf) I LJ RECESSED GAN LIGHT • � O1 LI RECESSED GAN - EYEBALL • "4 I -1$- GE IL I NG SURFACE MOUNT LIGHT w I•q) WALL SURFACE MOUNT LIGHT O° r.rj LIGHT w/PULL CHAIN SWITCH OPT. _ ® WALL SCONCE ct oil A/C I ' FLUORESCENT FIXTURE ,J I L _ _ J ' (LENGTH FT/TUBE) (1) 1 OUTLETS O ° O GFI-WF' GFI,AP _ Pim! T-4 )•""if LS DUPLEX OUTLET t M° \ SPEG I AL PURPOSE OUTLET (I.e. W.P. G.F.I.) "L lec. Fanel 1 . ® - C� / I ,`- SWITCHED DUPLEX OUTLET i i" PT. �0 'T. A r� - - RANGE/DRYER 220V OUTLET ADD OUTLET AT �,-1 / OUTLET, OAT.E D1®OM 2 ?.PPLI�NG Q20 ,A OPT. \ J . PHONE AND SATH POWER DIRECT WIRE GONNEGTION INTERIOR UNITS ONLY \� � �� / FHONE � 1 OWE - TELEPHONE OUTLET,i, --e- (-, CFI � , (' / I GATV (TELEVISION) OUTLET Y � r i�%�\� l I � ---0T-_ J (✓ \) / OPT. / �� T THERMOSTAT 2-GAR ,�,� / / _ __ ` ,4 UNDER-COUNTER OR TA1�[� M ®®M / / + ® // - CONGEALED OUTLETS/,AlAE / �(+1_ / �r+-i 1 , gp , i �- -01 5WI TGHES •.. / /OPT. -// 01�T. - _ .�. z 1 / / SINGLE POLE SWITCH 1 0 I / a� r-----VIII I HE tI ji+ \ ! S3 THREE-WAY SWITCH -.s 1 �� / IIIl._ \ • i ' \ / /- E -=p_v y4 FOUR-WAY ShII TGH 1 I I_.. ( / ".I .G. III 0,\ (Z ■ J 1 I i�t 11N1C� �J- I , ! 5 USER DEFINED SWITCH ,--7 -4• I / 5p -—— III SPEG -. r` \ j% 1 T7' \ \\ a) � M I SG �I XTUR�S 5D I. II \ \ '1 lir� � _ =O DN O �� 1 � �J no EXHAUST FAN U u u / LIGHT l' 1 it IV IV--- /LJ� U F--i ��° - II ' OWNE14's r. EXHAUST FA LIGHT I I M�IIJ !i it (� F-� 1 EA-T-4.4 w _.• 1 . II 1 Lt-4 EXHAUST FAN/LIGHT/HEAT z ,_..1 II w I I 1 \ tfal\4 1 ® SMOKE DETEGTOR I I —i-i I-: .;' *71° 4/ ELECTRIC WALL HEATER PRODUCTION MANAGER `_ r•� om 5 v _ Gary Culp I ...,ft f Cpl V 0 w OF TO I - C• I l i I j \ __.. 1�i ,� ��o ELEGTRI GAL PANEL RELEASE DAIS: 12/23/10 °REWIRE _•I a u, I LIGHT 'OR ,' 1 1 EMERGENCY LIGHTING REV ; DATE /DESCRIPTION .1 \ W_ OPENER i L 1 UNIT BBC REVISIONS I SUTTON I 1 1 I \ I 1 v 04/01/2011 f -- -�I I �� - • \ E-EX-4 EXIT SIGN o rr up" BASEOARD ELEGTRIGAL n ;T < i -; • I G I I_ �� HEATER a �' • - iG I TG�+ � cn 7 k ALL HEATER �. ,. !; O NE 'S �� ' DOORBELL CHIMES L1 11), 0 1 l ��r 4, ‘R r. ` _ — .F I SuITe - I DISPOSAL z N 0 w I ® \ lAh I I I St, \..431 Q_ �%6-‘2 LIJ 1, L1i I GFI Jiy.I.Gl �1 lar-call, , in.„A__:_,.- .., . All 1 ,,,,) 1 rii, ., ,,-0 1 , , LLI OPT GEILING FAN/LIGHT N I 1 / .M... ,Zre, IMMI I L__..1]-_J -FT,, 1 0 (7% LE- 1- / t' 'L� III I� A 1 1 \›. FLOOD LIGHT / \ I po I \ J I I II III II x :st \ I I 1 A I \ A) �C 1 I � ELEGTRIGAL PLAN NOTES w - I I A. ELECTRICAL CONTRACTOR TO PROVIDE II N A I � REQUIRED D I REGT HOOK-UPS/CUTOFFS. M ii - ii - L J B. HVAG GONTRAGTOR TO VERIFY THERMOSTAT N LOCATIONS. PROJECT TYPE Z G. ALL ELEGTRIGAL AND MECHANICAL EQUIPMENT MF (I.E. FURNAGES, A/G UNITS, ELECTRICAL PANEL SANITARY SUMP PITS, DRAIN TILE SUMP AND 1 COMMUNITY NAME WATER HEATERS) ARE SUBJEGT TO N Summer Creek RELOCATION DUE TO FIELD GONDITIONS. D. ALL SMOKE DETEGTORS TO BE 110 V w/ Townhomes BATTERY BACKUP, WIRED IN SERIES, o LAWSON COMMUNITY ID INTERGONNEGTED TO ALL OTHERS, MAX IO'-O" j 0000 1 FROM ALL BEDROOM DOORS. MIN I SMOKE DETECTOR PER FLOOR. MIN I SMOKE DETEGTO PER SLEEPING ROOM. GARAGE HANDING Varies 1 E. PROVIDE AND INSTALL LOCALLY CERTIFIED I SMOKE DETECTORS AS REQUIRED BY NATIONAL FIRE PROTEGT I ON ASSOCIATION (NFPA) AND zo SPECIFICATION LEVEL MEETING THE REQUIREMENTS OF ALL o GOVERNING GODES. F. PROVIDE AND INSTALL GROUND FAULT G I RGU I N PLAN NAME INTERUPTERS (GFI) AS REG BY THE NATIONAL ill ELECTRICAL GODS AND MEETING THE 0 NPC PLAN NUMBER REQUIREMENTS OF ALL GOVERNING GODES. 1 L. 0 (0' ® ® TH LAWSON PLAN I WSO D 0000 LEGACY PLAN NUMBER /NAME 0000 L C- TIC- AL LOO PLAN SHEET C1-4•2 (c) Copyright Pulte Home Corporation - 2009 FLOOR PLAN NOTES A. ALL INTERIOR PARTITIONS ARE ( f t ) 3 1/2" O 1 7 20 -O" / 4._ 2O=O ROUGH UNLESS NOTED OTHERWISE. ALL NI nI / EXTERIOR WALLS ARE ( 1' 'I' ) 5 1/2" ROUGH. I 0 412 .� N 2 4_ 11'-112' / B. ALL ANGLED PARTITIONS ARE 45 DEGREES • 0 UNLESS OTHERWISE NOTED. Cf) `"), ,N I =112 I IO O SHALL BE '� I =102 16 � I =102 G. ALL CONCENTRATED LOADS S L / / / / / / / TRANSFERRED TO FOUNDATION VIA BEAMS, > . .- POSTS AND/OR SOLID BLOCKING. • D. ALL EXTERIOR DIMENSIONS ARE TO SHEATHING ai 12)UNLESS OTHERWISE NOTED. I E. (2) 2x6 HEADERS MIN AT ALL BEARING WALL cnca) 0 OPENINGS UNLESS OTHERWISE NOTED. O O 17:i F. POSTS AT HEADERS IN 2x6 MALLS SHALL BE IZ (2)2x6 MIN. POSTS AT HEADERS IN 2x4 WALLS I, I SHALL BE (2)2x4 MIN. Ct �, �' ■—1 4x6 POST � G. ALL TRUSSES TO BEAR ON EXTERIOR WALLS T..1 AND/OR GIRDER TRUSSES UNLESS OTHERWISE •4—) NOTED. ;1"i'1 C.n O O 0 H. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, ® N .9' HANGERS i. SET SPACING FOR ALL TRUSSES. a 0 I. WINDOW SUPPLIER TO VERIFY AT LEAST ONE r....� P1211 16010 06D WINDOW IN ALL BEDROOMS TO HAVE A CLEAR HDR ® 1'=O" EGRESS OPENING OF 5. 1 SO. FT. WITH MIN. ,` 's- 1 \ ♦ DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH;1 SILL HEIGHT NOT GREATER THAN 44" ABOVE li FLOOR, PER 2008 OREGON RESIDENTIAL - SPECIALTY CODE. J. PROVIDE FIRESTOPPING EVERY 81-11/8" f,it VERTICALLY IN WALLS > 8'-I I/8". K. ALL HANDRAILS TO BE MIN 34" - 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 36" ABV TREAD — j = INCLUDING RAILS AT OPEN SIDES OF STAIRS. ;/ p I ® _7 7 M. ALL GUARDRAIL BALLUSTERS TO BE SPACED c `9 .9 SUCH THAT A 4" SPHERE CANNOT PASS r r 2 GAS BETWEEN BALLUSTERS. Wy �• N. ALL HANDRAILS 4 GUARDRAILS TO MEET 2008 0 T N M A OREGON RESIDENTIAL SPECIALTY GORE. 0 '. 8'-I I/$" 0. MIN CLEAR HEAD HEIGHT AT STAIRS SHALL BE w 11I-1" x 3T-0" dm 6 -8 , MEASURED VERTICALLY FROM SLOPED 5q3 SF PLANE ADJOINING TREAD NOSING, OR FROM C. '� FLOOR SURFACE OF LANDING. IIP " "4'6S2 4'=I2 II'=62" P. ALL ELECTRICAL AND MECHANICAL GAL EQUIPMENT w / .' / ARE SUBJECT TO RELOCATION DUE TO FIELD .. 1 I _ -9 4'=12" I I'm62" O / / / O _ ` CONDITIONS; CONTRACTOR TO VERIFY. i _ `q - O KEY: O STORAGE i 1 6x6 POST ' _ DENOTES WALLS WITH TOP PLATE GREATER THAN C:21 I I IN m UNDER i o m , 8'-I I/8 ABOVE FLOOR STUDS TO BE CONTINUOUS O STAIRS 1 1 in O FROM FLOOR DECK TO PLATE `t PROVIDE GYPSUM 1 /, W — _L_�_ ♦BOARD UNDER STAIR C/) AS REQUIRED BY ' r —cy = THE ,2008 OREGON O 9 RESIDENTIAL GODS DENOTES DROPPED CEILING OR SOFFIT ' B PRODUCTION MANAGER 4 Gary( 2868 I Cul P A HDR ® 6 ag / RELEASE DATE: 12/23/10 •_ 6) Q II REV DATE DESCRIPTION C1 W ILI 1 l UNIT B&C REVISIONS cn II A 04/01/2011 7 u N !Y - ai \____ __ v,Ln � L LOIN a A--„-y WALL a -icv cn 1— A M O ' L0 CV . (A z _ w 0 I 8'=O" S2" CC X // -03 1 ,(tI1ri 1-I A _ 117' (1L'j A p 9,.` 0 d 0 U- , ' 1 _ _ -iy O © 1 1 Q - �` O` w O , p O �/• I I X - w A 1 N I i cN cv -icv\ — - — �� -�-� -ION (N N I \ V I \ \ \ \ Lf1\ , -�y-�i - u • \ \ ,M i I J cci X D ® N PROJECT TYPE I O !Y o Al nn A2 ° MF gir 0 1 o °' COMMUNITY NAME N1 C Summer Creek J �2" �'-4" 3'-4" 2'-02' 2" 5'-4" S'-O" - Town _lomes // / / // / / o LAWSON COMMUNITY ID 2'-12" 51-10" W 0000 / / / J 2" , 8' �2" II' 4" ce 2 8'=72" I I'=4" - - GARAGE HANDING cn / / 'r ' / 2 Varies 20'=0.. 20-® o ' SPECIFICATION LEVEL dt_ 4_ z 0 0 z (/) PLAN NAME w —J 0 N NPC PLAN NUMBER 0 z LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME Ey.'set\ LOA . R, A1 LA 0000 M J \J UPI A I I I O ® A® S /\ S PJA SHEET . . A3.1.2 (c) Copyright Pulte Home Corporation - 2009 1I ' 1 I..I' 11i. - ► : 1.! — \1 �i►!1� . C : i ' ,it I ►�1 �. >,' t ► — _! _' I 'it 1 i 1 I — - uU. ► i ► 1il\nii/_ 'III : 1 . 1 \ \ . 1k ■ — lk 1 )A FLOOR PLAN NOTES A. ALL INTERIOR PARTITIONS ARE ( t t ) 5 1/2 O O 1 ct_ 20-0" ROUGH UNLESS NOTED OTHERWISE. ALL cV / / EXTERIOR WALLS ARE ( 1' t ) 5 1/2 ROUGH. I � . N 2" I III-112" B. ALL ANGLED PARTITIONS ARE 45 DEGREES • r / UNLESS OTHERWISE NOTED. fj t,,,N I II 11 • ` =5 8P---or" =q2 G. ALL CONCENTRATED LOADS SHALL BE P' I / / / 2O _Oh1 TRANSFERRED TO FOUNDATION VIA BEAMS, / POSTS AND/OR SOLID BLOCKING. > NEE Iwo / c , 2 111-1121 D. ALL EXTERIOR DIMENSIONS ARE TO SHEATHING w / UNLESS OTHERWISE NOTED. �'°5a" 10'=6" E. (2) 2x6 HEADERS MIN AT ALL BEARING WALL cn 0/ / / OPENINGS UNLESS OTHERWISE NOTED. Tati 0 0 51-5" 41=O" 4 3111 51-1" F. POSTS AT HEADERS IN 2x6 WALLS SHALL BE PO rti / / / / / (2)2x6 MIN. POSTS AT HEADERS IN 2x4 WALLS SHALL BE (2)2x4 MIN. & ' _ N c1-' rrl G. ALL TRUSSES TO BEAR ON EXTERIOR WALLS r O c AND/OR GIRDER TRUSSES UNLESS OTHERWISE � = OmC K to O O O NOTED. +4 O z = - - O I ° d Q O 1 -1 1 _° H. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, ® O 0 ° _° HANGERS Et SET SPACING FOR ALL TRUSSES. d 1- I. WINDOW SUPPLIER TO VERIFY AT LEAST ONE n 11611 r--1 n ' O Q Q O Q WINDOW I N ALL BEDROOMS TO HAVE A CLEAR I _ 1 EGRESS OPENING OF 5.-1 SQ. FT. WITH MIN. \ \ \ ♦ \ DIMENSION OF 24" IN HEIGHT AND 20 IN WIDTH; 711,l� II _� [� 51 LL HEIGHT NOT GREATER THAN 4 4 ABOVE ‘ 1 j I FLOOR, PER 2008 OREGON RESIDENTIAL _ __J E11:7 0 1 . SPECIALTY CODE. '-J,1 D/W --- _ I O J. PROVIDE FIRESTOPPIN6 EVERY 8'-I 1/8" r4 SINK , OOM a 00M I II 1 VERTICALLY IN WALLS > 8 -1 1/8 . A/A-5.0 8-I I/8 - 8-I 1/8 II v =6 I II - I II = K. ALL HANDRAILS TO BE MIN 54 - MAX 58 ABV / { O q-6 x q-O O q-8 x q-8 TREAD AND TERMINATE IN A NEWEL POST OR G/A°S p I N I N ROOM O 85 5F 7 q3 SF p SAFETY TERMINALS, WITH D I A OF I 1/4" TO 2" -�N 1 0 b w 0 m : I' n-y T1 = ♦ q'-1 I/8" " Z 1 O 10'-O" x I'7'-2" _ = DIA. ° ICI SF 5' S2" S'=82' 2'=82" I' 421"60" 5'=5" L. ALL GUARDRAILS TO BE MIN 36" ABV TREAD ,� i cal /: I �'� }' / I / INCLUDING RAILS AT OPEN SIDES OF STAIRS. 11 J ♦ I i<I TGHEN T 6 M. ALL GUARDRAIL BALLUSTERS TO BE SPACED + II - 6 _ SUCH THAT A 4" SPHERE CANNOT PASS 4068 BIPASS GC -6 1 D/ -pi r ,� 4068 BIPASS BETWEEN BALLUSTERS. �� 1 5_62" 5'-1211 m 81=4" 2'=6" _ pI _IN ♦ I c / / / - / / - in y -iN N. ALL HANDRAILS $ GUARDRAILS TO MEET 2008- �/ � � v 1 -�-m 'A SOFT=1-f AT OREGON RESIDENTIAL SPECIALTY CODE. PANTi�1' _ - - �_ ° 0 ;� v uj N S R \ 0. MIN CLEAR HEAD HE AT STAIRS SHALL BE 0 � ql" A.F.F. �--� 6 ♦ 2X WAL -IN♦ I-,r----- - /\ in M N °- v i 6 -8 , MEASURED VERTICALLY FROM SLOPED w I) - O O 11 EQ Lv < 4 j I =12 C jam`�52 24' T.B. / PLANE ADJOINING TREAD NOSING, OR FROM • 1� IL W I WASHER FLOOR SURFACE OF AND I NG. _ v cv = I I -�N •S� �AT� 2 � _ L L -iN N ♦ �� -ICI HOOKUPS O Q `� _1 \ . ,s -iN �j T.R. = S'=O" I'60T6" 4'-216" in �___ Cp cn P. ALL ELECTRICAL AND MECHANICAL EQUIPMENT ° O O ° 12 VENTE]�� I,�-----, cv m ® /A=S.O �/ / , / / �I �- ° e 1- 0 _° ARE SUBJECT TO RELOCATION DUE TO FIELD -4� �n �/A=S.o m I I� _° SHELF .�� I- � cv _ � � � � to = - IL N , _ z 4T. GOND I TI ONS; CONTRACTOR TO VERIFY.fi) 9 2468 \ ®I I-� -' I I L o-J X 6 z T.P =cs,CO • \ 1 - - -S � � - , x6 WALL -_, `q KEY: 1880 S.R.O. - 5080 S.R.O. m I®8" 2'° 211 1 I°21 I -R- �, .. 4n �� _ _iN m6 -j, -iN / / O DENOTES MALLS WITH TOP PLATE GREATER THAN / O I „ O ;� = d; X _ 0 "''' = 8'-I 1/8" ABOVE FLOOR - STUDS TO BE CONTINUOUS O ' �2 O �'! � m Q _‘ o TT. r R FROM FLOOR DECK TO PLATE 0 dillb W " G 1Y CL OWtsiER S E5AT1� U d- W 42 LOW d- � � � - - � / IL w an W kn dY "�j- N - Jl 1°1 '71___-- Ii, r ' 1 � WALL � \ c I�==-, --- 1 � CJ� pi O u -I/A-5.0 1 � p -- _ �L 1 I 42 LOW 24" T.B. I I 0 O WA L -I -J Z 111 C DENOTES DROPPED CEILING OR SOFFIT ifj Q 1- C• q I-I I/8" Z PRODUCTION MANAGER -�N ( 15'-1" x IT-4" - 0) 1)\7- j Gary Culp ° NI 1 254 SF ° O �iN RELEASE DATE: 12/23/10 I 4 52 N 2 6 IS =2 � /I / / _ in / REV I DATE /DESCRIPTION lir ° ° / R V UNIT B&C REVISIONS MATCHL I NE 'A' _ MATGHL I NE 'A' — A 1 IIIMM- N i---- 4IIMMII■ \L ® ® ® - 0 04/01/2011 0 I� �I11�1 's s U I T _KA w r 11 11 �u u j di)I ° i II J Q W� 1 8'-I I/8 - 0 I--- 1N.I.G. 13'-10" x III-II" cV 0 N ��--�i � N A �1 1 T v 1; I Sq 5F 0..1 O O 11 z I 2468 w A . i ♦ ♦ 1 lJ. - , \ ♦ �� LI A X O TEMP. 1- 1 w ri .‘-f-1 c ♦ \ ♦ ♦ i i ♦ ♦ ^ A " O O n � ' ° n-c ' A X j o - ® I O O O 0 � N A� � Q ♦ \ � J �� \ \ I o Q M c © Oz N O fi _ z PROJECT TYPE o A2 Al A2 ° MF -.-- Mir -.-- 0 _, S'°1 I2" 11-4" 6'-O" 6'°O" N COMMUNITY NAME / / / / / / Summer Creek Townhomes I II - J 3'°1 1211 ,(I=®II 61®®II / 1®®II 5°52 2 -8 / / `fi - - V� A / !I / / II o LAWSON COMMUNITY ID 7'-11-21 12'-0" / `1'=I I2 T. 12-0 f a 000 0 / f a" I q'=112" I 2-,, / GARAGE HANDING a_ / z Varies I " 20'=O" -. - / / I 0 z SPECIFICATION LEVEL 0 0 0 z (I) PLAN NAME w a C.) NPC PLAN NUMBER 0 z LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME 0000 NT A SEC- ON ,C1 ,01 PI AbN4,k JNIT Ti—Flt ® ® I /\NNe SHEET A3-2,2 (c) Copyright Pulte Home Corporation - 2009 • , 1.1• we 1 :It •, ►- 't ► 1 - .11 - ZO i 11► - 11 1 111 1;. - ►. :► _1,1 C ► ' . .1 ' '►I 1 >t 1 I - uu ■ ■ ► 1►1►■11,. 'li :►1 I . 1 l l ' II ■ - 1 : 1I ° 1 NN 0 .-a,),_, N CHASE • —A �FOR VENT • �-^ C,n SOFFIT 1-1 rn YVMSG3O2136 Gil'' A.F.F. • v ' W2436L I W3,136 W5036 7 N le3O36 W1556R W3618 HOLD CABINET OUT 12" > FROM WALL • ' t-+ / \ // \\ _‹ // \\ 1\ 1 - ,, (.7.)I I/2" / I I/2" (� FILLER � _ i-_ - L -- / N I 1 i -11 FILLER FILLER \ --- � <� / y Rte/ ` '' '/� o —� Hoop O I- / 1 �N v i / -- , � V\i, ), / REF. P-4 rrl I I SPACE �{ � � A// ® ,_ ' ® --�- - -L I-I J \ / L LI J ////// e JI__ - E 'j I I �r 1v 7 i - -N /\ ---�- T ER ,, P"."i \---4 ) 11 N i / \ ////// 51SL 5836 DA 5D418 530 RANGE 530 524L 125418 i _ II II �� II ` /`> I'-6" / 5,-O / 2 =O / I =6 / / 2 -O / 2'-6" / =6 / 2'-6" , 2'-0" I'-6" , /:y. A K I TCHEN K I TCHEN (-. 1 I sLANr, ELEVATION KITCHEN ., ...) - LIGHT / s, Alfriiiii.\ .111k \ v / WALL cn all A5OV E \ / / / ®FN 56 1:7.V.1 I 9 . ::::::TA� // 1\ = 5667" �.V. - _�/ `� / �---a N,...7______", / \ F I RE FL A E C -1 4 / E---+ W . • // 1\ Val/ FLUSH VARIES � / vfib EXIT. VENT / / I � +� PRODUCTION MANAGER MANTEL SECT ON @ FFL F AN V I EV'I Gary Culp AS RELEASE DATE: 12/23/10 SFE IFIE1:7 REV I DATE /DESCRIPTION CD UNIT B&C REVISIONS CIA SATH ri ICAL S.R.O. 6 Z A OO A FN. 04/01/2011 OPTIONAL a w J A J Q U cn (‹i A Pr, p v. 11 LI w GHT w A LIGHT ` '' - !-' A X O - \ w i� \ = O 4S"x 42 7( IA- 3S"x 42" MIRROR m I A cn ml RROR co o O rNI- k M IN r ® L_\L \--_J N CNI r r - _ 1/-7i r \� Z PROJECT TYPE ,..i El L � L J 1/ I ' I O = o MF i to i _I 1 \ / in i I N I \ / ,�� N COMMUNITY NAME e, \ \ N Summer Creek Y5D5 V5D584836 33630L Si Townhomes 0 LAWSON COMMUNITY ID 3'-oII 4'-0" 0000 w ce in GARAGE HANDING Varies CL--) AT ®leiN o - , z SPECIFICATION LEVEL 0 0 z v, PLAN NAME w -J Q U f!) NPC PLAN NUMBER LJNIT A = ! L \/ATNS Z LAWSON PLAN ID 1 \%. TEIC 0000 LEGACY PLAN NUMBER /NAME 0000 SHEET A.3.0 (c) Copyright Pulte Home Corporation — 2009 .1 ll.1' it 1 1 :1 1 . 1: i '1 1 1 - \ : 1: 1 1 11 : :.' 1 • • I • . I 1 ,1 ► t 1 1 - - ui � � _� 1i1►■iu 1, 1:_.►1 . .1 ► / ► ► :1 ■ - 1 ELECTRICAL ode N SYVROL KEY gi LIGHT FIXTURES L I 216 RECESSED CAN LIGHT i•-.4 BM J REGESSED CAN - EYEBALL • ' 4- GE I L I NG SURFACE MOUNT LIGHT r:•:) cn 0 I-E- WALL SURFAGE MOUNT LIGHT °O -4$'PE LIGHT w/PULL CHAIN SWITCH a4 WALL SGONGE (t y. FLUORESCENT FIXTURE "" i (LENGTH FT/TUBE) CI) OUTLETS ® N O 0 DUPLEX OUTLET SF /"11111 v-9-4 Plai „ , „ - SPECIAL PURPOSE OUTLET .. - „ (i.e.(Ie W.P. G.F.I.) I / �,U 111 111 SWITCHED DUPLEX OUTLET �-IN � tit �� ' X111_ ��i r , \ � -.I � � Q20 RANGE/DRYER 220V OUTLET �,, a r- -e- APPLI�4NC 9 li _� � 1� ®®M � 1�R®®M \ _ , _ POWER _ — G� I � � DIRECT WIRE CONNECTION `J OPT•0-' --1]OFT. - TELEPHONE OUTLET \ 1 &f=1 r -, - \ 1 / I I GATV (TELEVISION) OUTLET \ 3-! \ -e- / \ .3,; 1, \ -e- \ 0 --- / -0 THERMOSTAT - 5D - _` - i.I TC-H N I N I N� I p _ UNDER-COUNTER OR ' CONGEALED OUTLETS I -� J _ /\) = . . , I I I -•' ..F — Sr SWITCHES \ GPI I �� I - _� ) _ - / I i SINGLE POLE SWITGH 1 I 0 1 'HIV `v - mi n v /�N3ATI-4 c S THREE-WAY SWITCH / 3 °C,A� �.�� IVdJ -WAY SWITCH A'l 1 111 I 1 T,�N� 1�1 `---.-��II _ _ _ -� � / �4 FOUR -NAY / ® — — I C-��.fi�AG ®J » 5�1 -- �� S USER DEFINED SWITCH � • l 1 I I / E" = SPEC.I - 11 I HS v t I I� t u 1 -W �:. J M I SG I FIXTURES rn-r J Eb:::E __i_T-T- ❑ OPT. , EXHAUST FAN U / +I�' A/G I �, -5--1- ' ., BFI LJ / / -}" \ �f ' IC* 1 r 1 EXHAUST FAN/LIGHT r Ov • O I _� LJ V am / w En I � � I o VA V �� _ Z_=_�, 5D A 77's / . EXHAUST FANLIGHT/HEAT W„ \ \\ 1,:iz AT rll 55 SMOKE DETECTOR j + L+ OPT. _ IAN TO - PREINIRE 1�N TO PRODUCTION MANAGER I \ OPT. � OPT. .• / FOR LIC HT / \ I OUTLET, LIGHT Os � ELECTRIC WALL HEATER OPENER ` �'” I T/ AND Gary Culp I ' PHONE ELEGTRIGAL PANEL RELEASE DATE: 12/2310 5UTTON �.`-0 /' \ �: i I PANEL UP TO I 1 � \ � � � REV DATE DESCRIPTION L I HT II ;I�,� / _��; - \ EMERGENCY LIGHTING _ UNIT B&C REVISIONS 0 Ii sD UP PTO /�/ •• • L ® v ® \ N 04/01/2011 HT <,, �> -� \ 1FS-4I EXIT SIGN I- II 1 II � � I � / OPT. U \ I ELEGTRIGAL BOARD EL A lii BASE w \ \ ,, HEATER Q _ 4 / �1- O lam!N R S J DOORBELL GH I MES N A I O ELECTRIC \ , �� I hl.I .C.. SUITE -- �- OFT.A MOUNT P�'. I W LL O � z HEATER —� D 15P05AL — � 0 w A � 1 ni_ I I c•-)-3 53 cp 1, ,...,,, I FAN/LIGHT A I I� / 0 OPT GE I LING NG FA /L P- H 9 Li w (� 1 A . . � 0 OO II. — 1i 1 III III I N \ I _1- I III I A 0 1 � � P FLOOD LIGHT x. 3111 / A III / � tll N" , , r ELECTRICAL PLAN NOTES W w TR I CA GONTRAGTOR TO PROVIDE _ A. ELECTRICAL A L.® J REQUIRED DIRECT HOOK-UPS/CUTOFFS. M B. HVAG CONTRACTOR TO VERIFY THERMOSTAT N LOGATIONS. z PROJECT TYPE G. ALL ELEGTRIGAL AND MEGHANIGAL EQUIPMENT - (I.E. FURNACES, A/C UNITS, ELEGTRIGAL PANEL SANITARY SUMP PITS, DRAIN TILE E SUMP AND °- COMMUNITY NAME w WATER HEATERS) ARE SUBJEGT TO N Summer Creek RELOCATION DUE TO FIELD G ONDITIONS. D. ALL SMOKE DETEGTORS TO BE 110 V w/ Townhomes BATTERY BACKUP, WIRED IN SERIES, o LAWSON COMMUNITY ID INTERGONNEGTED TO ALL OTHERS, MAX IO'-O" I 0000 FROM ALL BEDROOM DOORS. MIN I SMOKE a DETEGTOR PER FLOOR. MIN I SMOKE DETEGTOg GARAGE HANDING PER SLEEPING ROOM. E. PROVIDE AND INSTALL LOCALLY GERTI F I ED Varies SMOKE DETEGTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION NFPA AND(NFPA) z SPECIFICATION LEVEL o MEETING THE REQUIREMENTS OF ALL GOVERNING GODES. k o F. PROVIDE AND INSTALL GROUND FAULT G I RGU I TZ PLAN NAME INTERUPTERS (CFI) AS REG BY THE NATIONAL a ELEGTRIGAL GORE AND MEETING THE ii v NPC PLAN NUMBER REQUIREMENTS OF ALL GOVERNING GODES. I ST T H I ._ ® ® z LAWSON PLAN ID L ,CI ,®i SEC- 0 \t, . 0000 LEGACY PLAN NUMBER /NAME I 0000 1 1--= LEC- TR I C., A , CisC4R PAkiNkt, SHEET A3-4.2 (c) Copyright Pulte Home Corporation - 2009 • ! 1_1• , • . . . ' . 1 ' ':I 1 A11 1 - - UUU i i_ I Otikillu 9: 11,0 : 1 k / l l ' :1 ■ - 1 . Il Jo I ►�l �. ►- t ► - ► :► �:1 - ► :_ - 11 i ►111th . . . . l ° 1 c., N O N cin Ln. ,L\ (2) LAYERS 5/8 • s 8� 8i TYPE "X" EXTERIOR 811 M BOARD ON 1 ti AIR SPACE (2) LAYERS 5/8 I" GYPSU �I R FACE I" AIR PAGE > TYPE "X" EXTERIOR (2) LAYERS 5/0" \ SPACED' 2X4 STUDS (2) LAYERS 5/8" ' ' 1-' M� 101 GYPSUM BOARD ON TYPE "X" GYPSUM 16" O.C. 0 TYPE "X" GYPSUM w CORROSION SPACED 2X4 STUDS BOARD ON SPACED + CORROSION BOARD ON SPACED cn 0 RESISTANT I 1 I6" O.G. 2X4 STUDS 16" O.C. ( S 1/2" SOUND 2X4 STUDS 16" O.G. METAL. I ►. ' W I ►. I ►1 RESISTANT METAL ATTEN. ►� � 1 0 Lis FLASHING ► ► AIR SPACE AIR SPACE ► FLASHING ► I ► o I . , 1 , . BLANKET 1 ' _ AIR SPACE p4 V► ► ► FIRE SAFING r4W ► FIRE SAFING ► �1 �',PORCH 1 ► ..,► 1 STAPLED I N PLACE @ r di STAPLED I N PLACE @ ► FIRE SAF I NG (1 SLAB .1 I lo'=o" O.G. E/W TYF 4" REINF. GONG. � • L Fri I0'=0" O.G. E/W TYP UNIT PLR. 1 :, - STAPLED IN PLACE ��., �� •�� F.T. 2X4 SILL PLATE SLAB 14— :•�' P.T. 2X4 SILL ELATE - P.T. 2X4 SILL fib _ n / iv PLATE ON SILL I I . 0 ON SILL SEALER W/ v I N ON SILL SEALER W/ w I I r _ ,,, - — �-- - -4 I I z cn - 1/2" A. BOLT @ 48" D - I/2" A. BOLT @ 48" ®� I A I .� ,�4 i . z SEALER / I/2A.O.C. 1 d O.G. ,� ♦� I I d BOLT @ 48 O.G. ® cV 0 11 I } 0 11 I > 0 I I11 w Pusimi T Piiiq I � DI O p. I DI II O 71-T III 6 MIL � PORCH SLAB 6 MIL V.B. ►♦� 1 I e L VAPOR ., I L� I LJ 1 UNDER 2" ►i� I L � 1� °111, I 1 1 1 1 1 i , ' BARRIER , ∎ I I I�1 I I ' I ♦� 1 GRADE F. SLAB ON i ^ UNDER 2" ♦� 1 I � SAND ;♦;, V L SAND ►� I ♦■ 1 I -1 6 MIL V.B. r D Ills 1∎ IlliI I ■ FAIT CENTERLINE E OF ♦4 L I CENTERLINE E OF ♦I 4"P' 4" PARTY WALL, A L S O ♦ I . 4„ i 4„ F'ANT RL I OF ALSO 7 7 V PROPERTY LINE ! 4 14 PROPERTY LL I NE /'►�� III / R W LL, L .. g 17 1 ,. p 11 I PROPERTY LINE I P� 7 / ►�� / h r ►♦� I I , , 11 - t II ♦ ! I — o � o � � ICI __ SEE STRUCTURAL =__ SEE STRUCTURAL c=_�'�J SEE STRUCTURAL FOUNDATION PLAN FOUNDATION PLAN FOUNDATION FLAN FOOTING SIZE AND = FOOTING SIZE AND = FOOTING SIZE AND I� 1 l Ct) = REINFORCING _ = REINFORCING _ _ REINFORCING IIIII I — 11111 I - 1 1 PARTY WALL FOOTINE' PARTY MALL FOOTING PARTY I'4ALL FOOTIN& r GA 1-I 2 -I-O < AT PORCH TO PORCH SCALE: / "= ' " I AT HOUSE TO PORCH SCALE: I-I/2"=I'-O" AT UNIT TO GARAGE SCALE: I-I/2' I'-O" E-+ U w U PRODUC110N MANAGER Gary Culp RELEASE DATE: 12/23/10 1 REV 1 DATE /DESCRIPTION 0 UNIT B&C REVISIONS 04/01/2011 0 a nw J Q V `� A " , A\\ 0 I" AIR PAGE w I I 8" (2) LAYERS 5/8" a '__.. TYPE "X" GYPSUM A O AIR FACE ,� BOARD ON SPACED 0 / \ \I II LAYERS 5/8 r� �� 2X4 STUDS I6" O.G. w w°I TYPE X GYPSUM ► N L BOARD ON SPACED �0 ,S I/2" SOUND - ! 2X4 STUDS IS" O.G. �1 5 I/2" SOUND► FIRE SAFING I'`ATTEN. 1 � AIR SPACE ►. ATTENUATION i A BLANKET 1 , '1 STAPLED IN+ BLANKET► FIRE SAF 1 NG FLAGS @ I o =o ►1 2x4 PLATES oN w_ GARAGE �� STAPLED I N FLAGS @ O.G. E/W TYP 1 = PLR. �:: 10 =O O.G. E/W TYi� SILL SEAL W/I/2" A. .� _� i:- BOLTS @ 48 O.G. EA. N z 4 ��-� P.T. 2X4 SILL PLATE ►- •- -t PLATE N PROJECT TYPE 6, ON SILL SEALER W/ ° I ° MF R-21 GATT I + 1 I!� (/2" A. BOLT © 48" ��, I I �� ,�7 INSULATION • 1 I O.G. ♦� 11 �� I I I > ►♦, I I ►� w COMMUNITY NAME 1 �' " Summer Creek 2x6 P.T. SILL CORROSION RESISTANT I D I I — -•- „ I o M 4 RE I NF. GONG. J PLATE ON SILL W - — -x- -'" - 1 4" REINF. SLAB ON • SLAB 5' Townhomes SEAL Ij J GRADE ♦ I I �� 6 MIL VAPOR ■ — — — — = Ci L ,, 6 MIL VAPOR o LAWSON COMMUNITY ID 2" �4 CONT. TOP OF �� I �� BARRI R UNDER 2 _ (2) T. E U E 0000 BARRIER UNDER 2 -.. SAND WALL v 6 M I L. VAPOR q ►4 SA D i w i fr .n SEE STRUCTURAL FOR ° BARRIER ►♦, D •4 GARAGE HANDING • III REINFORCED FOOTING, .∎ I H Z Varies ..i 11 1 TIE-DOINNS, SPECIAL 4"� 4"o CENTERLINE OF .♦4 4V� 4D �; ,�, I NAILING 4 OTHER NOTES / , / PARTY WALL, ALSO .e4 ♦� o II 1/2 A. BOLT -:- I �♦ �� ■ SPECIFICATION LEVEL 48" O.G. ►., 4.--1 FIN. GRADE 8„ PROPERTY LINE . . 8 ►,� oz R=15 RIGID 1 SUL.--4'. ►4 MONO-FOUR OF FND. I S . I A/ .L \ 7 z Vii` ALLOWED OPTION i tI v) PLAN NAME PI I J iii CLOSED STORM DRAIN I I // ;� °° p o� b NPC PLAN NUMBER d 1 0 0 SEE STRUCTURAL I o f+ � F TER FABRIC OVER z LAWSON PLAN ID ° ` e° ERFORATED FOUNDATION FLAN - '°�_�° �, , RAINAGE TILE IN I � FOOTING SIZE AND - OOO o TT I I J SEE STRUCTURAL LEGACY PLAN NUMBER /NAME OA.fo GRANULATED = RE I NFORC NG ° �. o Ili_BAGKF I LL = FOUNDATION FLAN 0000 II - FOR FOOTING SIZE k4ALL A PARTY WALL FOOTING' PARTY MALL FOOTING AND RE I NFORG IN SHEET 6 PARALLL TO PROPERTY LINE SCALE: I -I O AT GARAGE TO GARAGE SCALE: 1-1/2"-,1'-0" AT UNIT TO UNIT SCALE: 1-I/2"=I'-O" i ( AD#1 c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mgr. 30, it / Ranslow, Kevin / AD.1 / F:\BSD REPLICATED\PULTE PROJECTS\N3W►1O2O1-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\DETAILS\DETAILS.DWG 1 O N • ,--. N N cr) : v1 CI) 4-'1) 0 "CiO o 7i CZ :LI(') II d I II �.1 MIN MIN 4-) y s \ o � _ —,..„----;--------=, ► AIR SPACE ,.� 0 ,� . FIRE RET. PL-i"11:7 (2) LAYERS 5/8" in n. {HT WIN =0 OF "X" r-+ � G / � TYPE X GYPSUM I I PARTY WALL BOARD ON SPACED \ ► ' 2X4 STUDS 16 O.G. I b ^ ROOFING ON SO S.F. 1 ►►►►►►►►. STEP FLASH I NG ON PLYWOOD ► I } 1 ' 1 2X5 1 _ SHEATHING ► I 1 4x6 1 1 ►•�� 1 (4) 2 I/2" Ail 00 . 2X FURRING @ 24" ► 11 FIRE SAF I NG ;:� = DECK SCREWS STAPLED IN �' �� O.G. > _= \ (2) LAYERS 5/8" (2) 2 1/211 PLACE II 1 NON=BEARING CABLE TYPE "X" DECK SCREWS � .:- ► 2x4 @ 45° END TRUSS (I) RIM ,. . FIRE EXTERIOR GYPSUM �1015T5 ;: SAF NS S#HEATIH I NG ON 2X4- (2) ROW : STAPLE IN STUDS, IS O.G. (2) 2 I/2" I (2) LAYERS 5/8" BLK'S ol PLACE CONTINUOUS I I I DECK SCREWS TYPE X GYPSUM @ PERP. COND. ►. FIRE DECK BOARD ► BLOCK I NCB ( MATERIAL ill 1 \ I: \// =11: ►� 2x4 PER BUILDER BLOCK I NG I AIR SPACE g ;..1 TREATED D 2x8 cn } �'►1 I K JOIST -- Ca Allo� I/2" SOUND T I W RIPE'E TRUSS AT PARTY BALL ►1 BLANKET SCALE: I-I/2"=I'-O" 2-HOUR WALL SCALE: I-I/2"=I'-O" • 1 1 L illo /il )1\ (2) RIM JOISTS ' V (I) ROW ELK'G W •0 @ PARALLEL COND. I �� I FRAMING PER ► FULL LENGTH 2x4 BLOCKING �, 12" / ENGINEER V II FIRE RET. PLYW D NAILER BLOCK 10'=0" O. . MAX / -® -® / SHT'G W/IN 4'=O" OF ► @ PARALLEL COND. I ''M'I N MIN PARTY WALL ► • ' 0," GEMENT FIBER ROOFING ON 1430 B.P. ( I LAP SIDING ON _ - PRODUCTION MANAGER AIR-FI T. - ;,; ON PLYWOOD 1 L I Gary Culp 1:110 SHEATHING ► ► BARRIER► ► RELEASE DATE: 12/23/10 FIRE SAFING 2X FURRING @ 24" S 1/2" SOUND AIR SPACE STAPLED IN ' O.G. ►1 • I I I REV� DATE /DESCRIPTION BLANKET PLACE 1 11 I AI SPACE UNIT B&C REVISIONS NON-BEARING GABLE ,/ END TRUSS o 04/01/2011 1 81" A a n 1 (2) LAYERS 5/8" a '..._' I TYPE "X" GYPSUM STEPPED PARTY 1"1ALL PART)' I'4ALL @ DECK N 0 �u BOARD OD ,n 0 2-HOUR WALL SCALE: 1-1/2"=1'-O" 2-HOUR WALL SCALE: 1-1/2"=1'-O" 1-- V' iti y 8n w a ( 2) LAYERS 5/8" AIR SPACE I" AIR FACE TYPE "X" GYPSUM 8 (2) LAYERS 5/5" �■ W Di 1 BOARD TYPE "X" GYPSUM (2) LAYERS 5/8 = A 1? i I 0 I" AIR PAGE BOARD ON I I TYPE "X" EXTERIOR � A� m� SPACED 2X4- GYPSUM SIHEATIHING TRUSS AT PARTY IAIALL STUDS 16" O.G. CORROSION ' I I ®N 2X4 STUDS, 16" i Q b O.G. •' 2-HOUR WA SCALE: I-I/2"=1'-O" RESISTANT Is: �, 2 O LL .�� S I/2" SOUND METAL ( I w ,. ►�1 � 1 I - I AIR N A �� ATT. BLANKET FLASH I NG 1 � ►� . 11 1 I I pl ► 11 ( ►1 5/4 T C I I> � \ P.T. 2X4 SILL PLATE N PROJECT TYPE (2) LAYERS 5/8" N 111 I TYPE "X" GYPSUM ►1 e"► PLYWOOD fli I ON SILL SEALE / o I�' BOARD SHEATH I NG I 1/2 A. BOL @ ? VIF 5/8 TYPE "X" R�21 BATT INSUL. I 1 1 II O.G. o GYP. BD. R=2 BATT INSUL. I a COMMUNITY NAME ii. I R°4q ATT iii V . W liii, ` ( INSULATION >< 1 N Summer Creek R=�� BATT � �INSULATION FIRE SAFING •�- PER PLAN I STAPLE I N I _ST • _�'• PLACE I GRADE � 0000 ,• - (I) RIM �J01STS � a ? NAILER BLOCK ,. I ,,, / ,� (2) ROW BLK G , .I FU-L LENGTI=I I CENTERLINE OF GGE ii• _ •.1 ,� @ PAi�A!-LEL r. PARTY WALL ALSO z 2X RIM 101ST FIRE SAf=ING . �• ;. }� cONI�. ar IP �; 4"C 4"� PROPEIRTY LINE Alli. y STAPLED IN luil IPIL . . / / /.:PLACE Z gb -� 5/8" TYPE ��X�� / / o (I) RIM -10I STS 1 ► (2) LAYERS 5/8 (2) ROW ELK'C ► ► CYP. BD. I CEMENT FIBER LAP r_Dm � TYPE "X" GYPSUM W (2) LAYERS 5/8 @ PERP. COND. 1 I ►1 I o, Puw NAME LLI SIDING ON AIR=F LT. = BOARD ON SPACED --� TYPE X GYPSUM . ' . (2) LAYERS 5/8 a „ ► ► TYKE X GYPSUM � ( � • BOARD I a op. 5/8 TYPE X 2X4 STUDS 16 O.G. NPC PLAN NUMBER BARRIER ON ;.► � � 1 1 1 ... I GYP. BD. I ► ► 1 BOARD ' 1 I � SPECIFIED ► ► I 1 11 1 c — - II SI`IEATIH I NG _� 1 I ►1 ►1 ►. AIR 1 R SPACE ? LAWSON PLAN ID S SOUND BATT 5/8 TYPE X - ► � S SOUND BATT I ( SEE STRUCTURAL T I � ► 1 R-21 BA T NSUL. r 1 .L1 ii 1 ' 1 - FOUNDATION PLAN 0000 GYP. BD. � I AIR SPACE I� I AIR SPACE I = LEGACY PLAN NUMBER NAME - FOOTING SIZE AND / y ,� - REINFORCING 0 0 0 0 AIR SPACE I AIR SPACE PERIMETER FALL @ 2ND FLOOR STEPPEP TRUSS AT PARTY WALL PARTY )MALL @ 2ND FLOOR PARTY PALL FOOTING @ DECK T RUSS @ PARTY WA LL 10 " .SCALE 1_1/2 - O 2-HOUR WALL SCALE: 1-1/2 =1'-O" • 2-HOUR WALL SCALE: I-I 2"=1 -O 4 2-HOUR WALL SCALE: 1-1/2"=1'-O" 2-HOUR WALL SCALE: 1-1/2"=1'-O" A D,2 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30. 11 / Ranslow. Kevin / AD.2 / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\DETAILS\DETAILS.DWG ,-,-_-..;/- N l',..NA \O------------- -----. 8 1 N 0 N • i—••i • 4'-O" MIN. , 4=0 MIN. Ln, e„N USE FIRE • 1--.1 RETARDENT PLYWOOD APPLIGABLE "GENERAL EXPLANATORY NOTES" ' SHEATHING IN/IN 4' GYPSUM ASSOCIATION FIRE RESISTANCE DESIGN • OF PARTY WALL MANUAL, 15TH EDITION I riZ 0 NOTE # c!) I I. NAIL DIMENSIONS INCLUDED IN SYSTEM O I -- ROOFING C'N #30 DESCRIPTIONS THROUGHOUT THIS MANUAL SHALL 0 N WHINWI B.P. ON PLYWOOD OM THE1I�TEN ED SE,1AND HAVIN ��••// I'�SHEATHING DIMENSIONS NOT LESS THAN THOSE SPECIFIED IN THE �CD � , DESCRIPTIONS IN THIS MANUAL SHALL BE PERMITTED Ct BASE LAYER 5/8 TYPE X GYPSUM FIRE SAF I NG STAAPLED AS SUBSTITUTIONS. f:12-2,m WALLBOARD OR GYPSUM VENEER BASE I IN PLAGE 101-0" HORIZ 8A N THE F I RP APPLIED AT RIGHT ANGLES TO EACH 2. FASTENERS INSTALLED LOG E EDGES O . •, AND VERT.I SIDE OF DOUBLE ROW OF 2 X WOOD I GYPSUM BOARD SHALL E PLACED ALONG THE LOCATION: 2 HOUR PARTY WALL ■ STUDS 16" O.G. ON SEPARATE PLATES I" I PAPER BOUND EDGES ON THE LONG DIMENSION OF THE CIS BOARD. FASTENERS AT THE END SHALL BE PLACED O o ►1 APART WITH 6d COATED NAILS -�/8 I N® I ALONG MILL OR FIELD CUT ENDS ON THE SHORT ASSEMBLY: WP 3820 ■ LONG, 0.085 SHANK, 1/4 HEADS, 24" I DIMENSION. FASTENERS ON THE PERIMETER OF THE GYPSUM ASSOCIATION �� O.G. FACE LAYER 5/8" TYPE X GYPSUM (2) LAYERS 5/8" TYPE BOARD SHALL BE PLACED ALONG BOTH EDGES AND P-1 DESIGN WALLBOARD OR GYPSUM VENEER BASE ENDS. MANUAL IITH EDITION �1 APPLIED AT RIGHT ANGLES TO EACH I "X" GYPSUM BOARD 1 I SIDE OF WITH 8d COATED NAILS 2-3/5" EACH SIDE OF DBL PROVIDE PREMFR 5. SCREWS MEETING ASTM G 1002 OR ASTM G 154 (STUD SPACING AND SIZE +1 LONE, 0.100" SHANK, 1/4" HEADS, 8" O.G. ROOF TRUSS SCHEDULED SHALL BE PERMITTED TO BE SUBSTITUTED FOR PER STRUCTURAL 2X STUDS ►� SCREENED VENTED SHEATHING PRESCRIBED NAILS, ONE FOR ONE, WHEN THE HEAD DRAWINGS.) ►1 JOINTS STAGGERED 16" EACH LAYER I BLOCKINS DIAMETER, LENGTH AND SPACING EQUAL OR EXCEED ■ FOR THE NAILS USED IN THE 3 I/2 SOUND �� AND SIDE. SOUND TESTED' WITH 3-1/2 COMPOSITION THE REQUIREMENTS FO E E TESTED SYSTEM. ATTENUATION BATTS ► ' GLASS FIBER INSULATION STAPLED TO I R=4q BATT INSULATION ROOFING ON S0# i 4'' 1 FIRE RATING: 2 HOUR 1� STUDS IN STUD SPACES ON ONE SIDE BP. 4. VERTICALLY APPLIED GYPSUM BOARD SHALL HAVE I A R- PA 5 GE (► 1 AND WITH NAILS FOR BASE LAYER ►1 SPACED 6" O.G. HORIZONTAL BRAG I NG ' _ THE EDGES PARALLEL TO FRAMING MEMBERS. S.T.G. RATING: 55 TO 59 (SIMILAR TO WP ► 2X TRUSS TAIL HORIZONTALLY APPLIED GYPSUM BOARD SHALL HAVE 5810 1 11 REQUIRED AT MID-HEIGHT. (LOAD ) 2 LAYERS 5/8 GYPSUM BD. ► � THE EDGES AT RIGHT ANGLES TO THE FRAMING ■ A BEARING) la ` ' PREFIN. FLASH'S• TO MEMBERS. INTERMEDIATE VERTICAL FRAMING 2 LAYERS 5/8" GYPSUM BD. �S IlAilA ` t GUTTER MEMBERS ARE THOSE BETWEEN THE VERTICAL EDGES 4* OR ENDS OF THE BOARD. 3 1/2" FIBERGLASS SOUND ATTENUATION = P 1 BATTS PLACED BETWEEN STUDS. ► GYPSUM BOARD 5. UNLESS OTHERWISE SPECIFIED, THE FACE LAYERS pie 7 OF ALL SYSTEMS, EXCEPT THOSE WITH �•�� HOLD INSUL. DOWN 1 PREDEGORATED OR METAL COVERED SURFACES 1 �1 FIRE SAI=INS STAPLED W/ BAFFLE TO • SHALL HAVE THE JOINTS TAPED (MINIMUM LEVEL I AS EXTERIOR SIDE: ONE LAYER 48 WIDE • S E IFIE IN GA-214 RECOMMENDED SPECIFICATION raj P G D ® 5/8 TYPE X EXTERIOR GYPSUM 11 IN PLACE 10 O HORIZ VENT AT EAVE . PREFIN. S.M. SHEATHING APPLIED PARALLEL TO 2 x 4 AND VERT. �. LEVELS OF GYPSUM BOARD FINISH) AND FASTENER GUTTER HEADS TREATED. BASE LAYERS IN MULTI-LAYER WOOD STUDS 24" O.G. WITH I-3/4" S 12" SOUND SYSTEMS SHALL NOT BE REQUIRED TO HAVE JOINTS ROOFING NAILS 4" O.G. AT 1 / V1 Cr) LOCATION: I HOUR FIRE WALL ■ GALVANIZED 00 INS NA L �\ � � ATTENUATION BLANKET . TAPED. �--� ►1 VERTICAL JOINTS AND O.G. AT V1 AIV- ASSEMBLY: WP 8105 1j INTERMEDIATE STUDS AND TOP AND ��_1/ �1 2X$ STUDS 16 O.G. . 6. WHEN A FIRE RESISTANCE RATED PARTITION �'`'' GYPSUM ASSOCIATION EXTERIOR SHEATHING Il . BOTTOM PLATES. JOINTS OF GYPSUM A EXTENDS ABOVE THE CEILING, THE GYPSUM BOARD F'-' Illd SHEATHING MAY LEFT UNTREATED. ■ � (2) LAYERS 5/8 TYPE R-21 BATT INSUL. • JOINTS OGGURRING ABOVE THE CEILING NEED NOT BE w DESIGN 5 E G BE LE "X" GYPSUM BOARD ON . TAPED WHEN ALL OF THE FOLLOWING CONDITIONS ARE ATTACHED MANUAL 19TH EDITION EXTERIOR CLADDING TO BE 1 THROUGH SHEATHING TO STUDS. I�� I SPACED 2X4 STUDS 16 ■ ' MET. E„- (STUD SPACING AND SIZE (I) RIM JOISTS 1 O.C. • - R-21 BATT INSUL. PER STRUCTURAL 2X STUDS INTERIOR SIDE: ONE LAYER 5/5" T r 11 BLOCKING •1 a) THE CEILING IS PART OF A FIRE-RESISTANCE M TER-RESANT '1 AIR SPACE GYPSUM BOARD . I RATED FLOOR-CEILING OR ROOF-GEILING SYSTEM.DRAWINGS. GYPSU WALLBOARD, WA . JOINTS R OVER FRAMING 3 2 SOUND 1 b) ALL VERTICAL OGGU O / � GYPSUM BAGKI NG BOARD, OR GYPSUM _ FIRE SAF I NS ST,�PLED �� -� MEMBERS. ATTENUATION BATTS p VENEER BASE APPLIED PARALLEL OR ; U FIRE RATING: I HOUR AT RIGHT ANGLES TO STUDS WITH 6d IN PLACE 10=O HORIZ c) HORIZONTAL JOINTS ARE EITHER STAGGERED ii`' ICI AND VERT. COATED NAILS, I=7/8" LONG, 0.0915" � W 24"0.0. ON OPPOSITE SIDES OF THE PARTITION, OR NAILER BLOCK FULL ARE COVERED WITH STRIPS OF GYPSUM BOARD NOT I I SHANK, I/4 HEADS O.G. LENGTH LESS THAN 6 INCHES WIDE, OR THE PARTITION IS A (LOAD-BEARING) RIM JOIST TWO-PLY SYSTEM WITH JOINTS STAGGERED 16" OR 24" U I LAYER 5/8 GYPSUM BD. • O.G.; AND��►. WIJ TYP. FULL LENG�rH I d) THE PARTITION IS NOT PART OF A SMOKE OR I LAYER 5/8 GYPSUM BD. `! 77 NAILER BLOCK �� I/ SOUND CONTROL SYSTEM. 5 1/2 FIBERGLASS SOUND ATTENUATION �; GEILING WHEN BATTS PLACED BETWEEN STUDS. PARALLEL SCHEDULED SIDING WHERE JOINT TREATMENT IS DISCONTINUED AT OR III GYPSUM.M BOARD ON AIR I NF I LTRAT I ON JUST ABOVE THE GEILING LINE, THE VERTI GAL JOINT BARB 1 ER ON SPEC. SHALL BE GR055 TAPED AT THIS LOGATI ON TO Gary Culp REUCE THE POSSIBILITY OF JOINT CRACKING.• SHEATHING 7. METALLIG OUTLET BOXES SHALL BE PERMITTED TO RELEASE DATE: 12�23�10 T I N BE INSTALLED I N WOOD AND STEEL STUD WALLS OR R 21 BAT SUL. REV I DATE /DESCRIPTION (I) ROW BLOGKINS � PARTITIONS HAVING GYPSUM BOARD FACINGS AND ' GLASS I F I ED AS TWO-HOUR OR LESS. THE SURFACE UNIT B&C REVISIONS V � AREA OF INDIVIDUAL B v>OXES SHALL NOT EXCEED 16 A 04/01/2011 Il • SQUARE INCHES. THE AGGREGATE SURFACE AREA OF o \/ S I/2" SOU ND �� . THE BOXES SHALL NOT EXCEED 100 SQUARE INCHES IN a ^V1 ANY 100 SQUARE FEET. BOXES LOCATED ON w / \41 ATTENUATION BLANKET OPPOSITE SIDES OF WALLS, OR PARTITIONS, SHALL SE <o 1 W_� SEPARATED BY A MINIMUM HORIZONTAL DISTANE OF cn 1 T XE5(I) RIM JOISTS rei � (2) RIM JOISTS � 24 INCHES. APPROVED NONMETALLIC OUTLE BO cv Q(2) ROW BLOCKING •1 (I) ROW BLOCKING SHALL BE PERMITTED A5 ALLOWED BY LOCAL GORE. �(� o• S. WATER-RESISTANT GYPSUM BACKING BOARD SHALL w 1 A I— I \��_: BE INSTALLED OVER OR AS PART OF THE FIRE-RESISTANCE RATED SYSTEM IN SHOWER AND TUB a FIRE SAF I NG STAPLED `l' 11)i 1 � 1 �� NAILER BLOCK FULL AREAS TO RECEIVE CERAMIC OR PLASTIC FINISHED � /� � O IN PLAGE 10=O HORIZ WALL PANELS. WHEN FIRE OR SOUND RATINGS ARE / \LENGTH NECESSARY THE GYPSUM BOARD REQUIRED FOR THE ►� AND VERT. 4 RATING SHALL EXTEND DOWN TO THE FLOOR BEHIND RIM JOIST FIXTURES SO THAT THE CONSTRUCTION WILL EQUAL / O TYP. FULL LENGTH I THAT OF THE TESTED SYSTEM. rEJ NAILER BLOCK @ cn 1 x I1 It- �z � GEILING WHEN 9. WHEN NOT SPECIFIED AS A COMPONENT OF A FIRE A � .►� PARALLEL ■�� TESTED WALL OR PARTITION SYSTEM, MINERAL OR .: / GLASS FIBER INSULATION OF A THICKNESS NOT LAJ GYPSUM BOARD GYPSUM BOARD EXCEEDING THAT OF THE STUD DEPTH SHALL BE i A � �� . PERMITTED TO BE ADDED WITHIN THE STUD CAVITY. IN En . LOOK GEILING OR ROOF GEILING SYSTEMS, THE r-) 1 1 GYPSUM BOARD ` x '• 2X4 STUDS 16"O.G. A ADDITION OR DELETION OF MINERAL OR GLASS FIBER N �� • INSULATION IN CEILING JOIST SPACES COULD PROJECT TYPE 1 . z POSSIBLY REDUCE THE FIRE RESISTANCE RATING. o R-21 BATT • MF V1 1r: 1i IN AT N •SUL 0 - / 10. ALTHOUGH THE SYSTEMS IN THIS MANUAL ARE o W- ARRANED IN GENERAL GROUPINS (i.e. WALLS AN- (2) LAYERS 5/8" TYPE � COMMUNITY NAME • INTERIOR PARTITIONS FLOOR-CEILINS w"X" GYPSUM BOARD ON �� N •1 2X6 P.T. SILL \/ .A CORROSION RESISTANT ROOF-CEILINGS ETC..) THIS 15 NOT INTENDED TO LIMIT Summer Creek �� SPACED 2X4 STUDS 16" . THEIR USE ONLY TO THE SPECIFIC GATEGORY IN WHICH J FIRE SAFING �1 O.G. ELATE ON SILL METAL FLASHING THEY ARE LISTED. FOR EXAMPLE, SYSTEMS LISTED TOWnhomeS STAPLED IN PLACE Li SEAL ' AS SHAFT WALLS SHALL BE PERMITTED TO BE USED P.T. 2X4 PLATES ON �i AS INTERIOR PARTITIONS. HOWEVER SYSTEMS TESTED o-- LAWSON COMMUNITY ID 10 =O HORIZ AND �- 6 MIL VAPOR — RT ; jr�� SILL SEAL W/ I/2 0 A. „�� VERTICALLY (WALL PARTITIONS) SHALL NOT BE 0000 VERT. � � �� BARRIER UNDER 2" , PERMITTED TO BE ARBITRARILY USED IN A < BOLTS @ 48 0.0. EA. 1►.� SAND , SEE STRUCTURAL. HORIZONTAL ORIENTATION. w V I PLATE �r p •f� I 0 v D it D .'I I. FOR RE I NFORGED GARAGE HANDING �� I I r 4" REINF GONG SLAB � FOOTING, TIE® OWNS, II. METAL STUDS AND RUNNERS IN THIS MANUAL ARE Var1eS ►1 NOMINAL 25 GAUE UNLESS OTHERISE SPECIFIE . i�♦� I I I __� ♦� SPECIAL NA I L I NG♦ I 6 MIL VAPOR BARRIER �♦� I I p I I ° ♦� 1/2" A. BOLT 45" + aI I I OTHER NOTES 12. GREATER STUD SIZES (DEPTHS) SHALL BE °ct ►. I J ►:: UNDER 2 SAND ►♦ ��IJ Z SPECIFICATION LEVEL • ►♦� 0 C ►�� r FIN. SRADE PERMITTED TO BE USED IN METAL - OR WOOD-STUD o _ ►♦� ►♦� ►�. SYSTEMS IN THIS MANUAL. METAL STUDS OF HEAVIER °• D �� j�j ° GAGE THAN THOSE TESTED SHALL BE PERMITTED. o R=15 RIGID ►� ►� R-15 RIGID I SUL. ► . THE ASSIGNED RATING OF ANY LOAD BEARING ►�� ►�� ►�� MONO-POUR OF FND. SYSTEM SHALL ALSO APPLY TO THE SAME SYSTEM Z PLAN NAME INSUL. ►� ►� ►� N I ALLOWED OPTION WHEN USED AS A NON LOAD BEARING SYSTEM. J CLOSED STORM INICATED STUD SPACINS ARE MAXIMUMS.cE7� RAT NPC PLAN NUMBER / / 13. WITHIN DESIN LIMITATIONS, THE DISTANCE�:►t 16.A ° F TER FABRIC BETWEEN PARALLEL ROWS OF STUDS, SUCH AS IN A o D .,40 I CHASE WALL, SHALL BE PERMITTED TO BE INCREASED Z LAWSON PLAN ID �- SEE STRUCTURAL FDN _ �p • •O BEYOND THAT TESTED 0000 D G �° ERFORATED ° v PLAN FOR FOO-DING °Apt- 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 o UL ED ®4O0 I EycGKFILL TO ANY SYSTEM. 0 V4ALL ASSEMBLY 0 MALL A SHEET SCALE: I -I 1-0" SCALE: I"=ILO" AD.3 (c) Copyright Puite Home Corporation - 2009 ° V' 0 .-1°,±1� N • ,� N ct c: v1 t\ > .-, . — ;c.T_44) (2) ci 0 vil-Ci 8 ' rt "0 ' s Li) A-0 "°4 c ® El 0 Pm"( T-1 P°111 I . > oi."' , 1 PRESSURE TREATED PRESSURE TREATED SILL PLATE I I SILL PLATE I i I I / "x6" TRIM / "x6" TRIM I CLEAR MIN. ^I Ir I I I I I CLEAR MIN. , I I 110 TI t N SECTION i_J SG � V w V 1 § PRODUCTO1 MANAGER Gary Culp GARAGE 1 I FOYER RELEASE DATE: 12/23/10 ■, >< REV I # DATE /DESCRIPTION ' ► ►� I 1 04/01/2011 1BE REVISIONS ! ►4 1 4 _ (2) LAYERS 5/8 TYPE o Q� I ► :1 I ►: "X" GYPSUM BOARD a ( v ► ' ► ON SPACED 2X4 w n GARAGE 1 1 �1 ►fiol I �1 STUDS 16" O.G. 1 ► (2) LAYERS 5/8 TYPE ■ N ►1 I ►1 x" GYPSUM BOARD I.Z A P.nn O �1 ►1 ON SPACED 2X4 - - - - - - -M '- " 11 - z 11 , STUDS 16" O.G. NOTE: I ■ w A �. SEE STRUCTURAL ►1 ■ EXTERIOR WALL I 1 a ►_ . NOTE:1 DRAWINGS FOR SHEATHING I-HOUR RATED w ► NOTE: O 4, • LOCATION OF . A EXTERIOR WALL ► SEE STRUCTURAL ► N I 1 SHEARWALLS ,.,., DRAWINGS FOR I ►. w 1 I 1 , - - - - �j NOTE: _ NOTE: NOTE. ► LOCATION OF ► ' ► SEE STRUCTURAL `" n SEE STRUCTURAL I SEE STRUCTURAL EXTERIOR WALL ► SHEARWALLS /� 1 I ► N O 1 _ ► -• DRAWINGS FOR •x (2) LAYERS R WIN F WIN FOR I 1 L 5/8 TYPE D A GS OR DRA GS O ( ) SHEATHING / 1 LOCATION OF LOCATION OF LOCATION OF ► I X GYPSUM BOARD AIR INFILTRATION ► AIR INFILTRATION I AIR INFILTRATION I I COYER 1 , SHEARWALLS ►1 SHEARWALLS SHEARWALLS 1 ► ON SPACED 2X4 BARRIER N ::: STUS 1O.G.FIBER GEMENT �<'X J FIBER GEMENT 1 ► ► GYPSUM BOARD ►� , FIBER CEMENT GYPSUM BOARD i 1 1 GYPSUM BOARD N 1 ► SIDING SIDING I EXTERIOR SIDING ► ► 1 I ► ► J 1 ► I ■ GARAGE • ' ► M f 1 1 1 COYER x j ► ► ► 5/8 TYPE X N INTERIOR INTERIOR I 1 i 1 N 1' (2) LAYERS 5/8" TYPE 11 I ► -.- lip 111 ggg EXTERIOR GYPSUM PROECT TYPE 11 ►1 XEXTERR YPSUM 1 I ►1 BOARD '� ° MF cn ►� EXfiEOR WALL I _ I 1 ° ►1 ►1 SHEATHING I 2X4 STUDS 16" O.G. - -- - I Cr- _ _ _ Att — °_ COMMUNITY NAME ►. ►1 J FORH �I> i 'I J EXTERIOR wALL I I - CI Summer Creek ► ► SHEATHING J --v-- I 1 EXTERIOR WALL I EXTERIOR WALL _ EXTERIOR WALL Towomes �_ , ' _ _ I SHEATHING SHEATHING I SHEATHING w �( o LAWSON COMMUNITY ID /\ W'' ■ i\ \ ■....._ v �. FORGE# (2) LAYERS 5 8 TYPE w i 40 (\ X ,....- ! - 7►1, 11 ■ ■< 5/8" TYPE "X" �� (2) LAYERS 5/8" TYPE X EXTERIOR GYPSUM L PORCH a OOOO ■ ► ■ I ► ��X EXTERIOR GYPSUM INTERIOR WALL 1 EXTERIOR GYPSUM I ;' I BOARD ON SPACED EX�`ERIOR w �1 I ■ 2X4 STUDS 16 O.G. 5/8" TYPE "X" GARAGE HANDING BOARD BOARD ON SPACED EXTERIOR WALL Et / EXTERIOR GYPSUM i 1 1 YPSUM BOARD I 2X4 STUDS 16 O.G. SHEATHING- - - - I' Varies ■ 11 11 I ► , AIR INFILTRATION FORGI� I-HOUR RATED BOARD • 1 1 . (I I I INTERIOR • • INTERIOR GARAGE ►1 ►1 GARAGE I� ■ ' = BARRIER WALL. SEE SHEET ° I 2 x 2 TRIM 2 x 2 TRIM SPECIFICATION LEVEL - 2x2 TRIM AD.S DETAIL/� z ��1, FIBER CEMENT 6 •x6" POST SIDING I 6'x6" POST Vi- ° 6x6 POST o P ►1 ' 16HOUR RATED Ip�p 5/4"x6" TRIM I=HOUR RATED � 5/4"x6" TRIM ' v � 5/4"x6" TRIM ° ® (2) LAYERS 5/8•' 1 �li 1 - — — WALL. SEE SHEET I (2) LAYERS 5/8" WALL. SEE SHEET -- i - - - _ Z �i v,TYPE "X" GYPSUM ♦ TYPE "X" GYPSUM AD.S DETAIL V , N AD.S DETAIL V - f - a NAME BOARD ON SPADED 1 I BOARD ON SPACED ��/-2 o 2X4 STUDS 16" O.G. 2X4 STUDS 16" O.G. '` V 5/$ x6 TRIM iAl, NPC PLAN NUMBER EXTERIOR EXTERIOR — — — — – I ' z° _ LAWSON PLAN ID i 5/4"x10" TRIM (GUT 5/4"x6" TRIM 5/4"x10" TRIM (GUT I 5/4"xl0" TRIM (GUT 0000 5/4 x6 TRIM TO FIT) TO FIT) TO FIT) LEGACY PLAN NUMBER /NAME PLAN DETAIL OF INTERIOR PLAN DETAIL OF PLAN DETAIL OF PLAN PETAIL OF PLAN DETAIL OF P°PQ (;) WALL PERP. TO PARTY WALL EXTERIOR V1ALL AT PROPERTY LINE 0 EXTERIOR IAIALL AT PROPERTY LINE EXTERIOR IAIALL AT PROPERTY LINE EXTERIOR V4ALL AT PROPERTY LINE SHEET SCALE: 1 _ I O� SCALE:_.I I_0, SCALE: I"-I_O, SCALE: I„_I " _O SCALE: I -i O ( AD.4 c) Copyright Pulte Home Corporation - 2009 NN O . N• 1-4 -5 CID , N • 1.4 i-ci 1/4,d) r:■) (,) 0 ramCii o , Ti t cu CZ1 P-4 to 5/4" PLYWOOD / I " SEE PLAN �� I , TYPICAL AT TREADS r-� (10 STD) .I� (BULL NOSED) a o 1 2x FLOOR -JOISTS n 1 ko z ill < 01 I_ ®: \ I/2" PLYWOOD TYPICAL AT RISERS I � ri 2" STAINED (3)2x12 STRINGERS rA-4'. 1^11:7 HAND= TYPICAL ATTAGI RAIL, SEAL 51]�E STRINGERS TO STAMP STL. WALL W/ (4) 16d TO IIf? STUD ATTACH MIN WALL �R'KT. MIDDLE STRINGER TO ��_ MAX. 4' O.G. ` � 2X12 LEDGER W/ (4) X (I) 3/8"X 2 �� z fT 16d FROM E3EHIND Q IAA O HEX. HEAD '1 } Q z AND (1) SIMP. AS3 L - LAG E3OLT to G Iii EA. SIDE u__I GL O � O m m 4 1- z R 2X SOLID LEDGER 5L'KG. @ EA. SECTION E3RAGKET ELEVATION 11: 3/8" TYPE "X" LOCATION GYP. 5D. CI) E--+ C. STAIR RAIL 0 STRINGER TO LANDING b-T' SCALE: 1-1/2"=1'-0" SCALE: I-I/2"=I'-O" F--a 2x6 545 TOP RAIL, SLOPE TO DRAIN U EASE ALL EDGES Ew-� U :/1:78," TYPE "X" GYP. 4X4 RESAWN INTERMEDIATE POST _ Ix SKIRT BOARD A5 5/4" PLYWOOD MANAGER WITH STRUCTURAL POST BASE PER STRUCTURAL DRAWINGS Gary CulPRODUC11ON p MDE WALL GAP W/ I/8" RELEASE DATE: 12/23/10 il ._...._0_..... RAD I USED EDGES 7 TYP REV DATE DESCRIPTION C 2x12 STRINGERS, � / "� UNIT B&C REVISIONS En 04/01/2011 J 0 a /� w / 1/2" GYPSUM 5OARD J ON 2X STUDS 2x CONTINUOUS SHIM 6 II— — '' A 3/8 TYPE "X" z w 1 \ GYP. BD. w CONNECTION OF POST TO DECK 7/16" 055 SHEAR a A i 0 - 1 PER STRUCTURAL DRAWINGS SHEATHING w c 1 \ V SUARPRAIL HALF-WALL GAP STR I NGER TO WALL x E5 DECK A "- " SCALE: I-I/2"=1'-O" SCALE: I-1/2"=1'-O" SCALE: I-I/2 -I-O w w A _ >< N M >< N `� PROJECT TYPE - END OF 1/2 WALL - o° MF a COMMUNITY NAME N c Summer Creek Townhomes 0 LAWSON COMMUNITY ID (3)2x 12 STRINGERS 0000 TYPICAL a CONTINUE T7\10 (2) 1" SEE PLAN w W / ce GARAGE HANDING END STUDS INTO (10" STD) cn , FLOOR SYSTEM (o" MIN) 2 Vanes Q 1/2 PLYWOOD AT Z SPECIFICATION LEVEL 1 U I__. RISERS ° 3/4" PLYWOOD o 1 1 TYPICAL AT TREADS Z 1 1 (FULL NOSED) cn PLAN NAME J a U FLOOR SHEATHING 2 NPC PLAN NUMBER/j,I-- • • —� 2x4 SILL 4.1111111--- IRA )\pi i�-- • LAWSON PLAN ID I I — 0000 NAIL TO 2X SLK'G LEGACY PLAN NUMBER /NAME BETWEEN JOISTS O O O O (3) STRINSER TO SLAB SHEET SUPPORT C6:) HALF-IAIALL SCALE: I-I/211= -O SCALE: I-1/2"=1'-O" • (c) Copyright Pulte Home Corporation - 2009 ' I 11• ii• 1 :II •, ." *1 r1 • ; : 1►_' : .I . I. 'iI. ► + I I - uli- ► ► . I LLECI 9: 110 _0 ► , i T. 1.. . I • NOTE:ALL HOLES, CRACKS BUTYL TAPE NOTE:ALL HOLES, CRACKS AND DEPRESSIONS TO BE NOTE:ALL HOLES, CRACKS NS TO BE AND DEPRESSIONS AND DEPRESSIONS TO BE % z FILLED WITH MORTAR FORA `� ( FILLED WITH MORTAR FORA CONTINUOUS EPDM OR FOAMED o lI• FILLED WITH MORTAR FORA �- SMOOTH CLEAN SURFACE. CONTINUOUS EPDM OR FOAMED SMOOTH CLEAN SURFACE POLYETHYLENE SILL SEALER Q I SMOOTH CLEAN SURFACE. 0 j POLYETHYLENE SILL SEALER BUTYL TAPE HENRY'S#789 FIBRATED HENRY'S#789 FIBRATED HENRY'S#789 FIBRATED $ VAPOR BARRIER /3\ 0 i ASPHALT EMULSION CAN BE / / ASPHALT EMULSION CAN BE 0: LINEWORK REVISION TO u ASPHALT EMULSION CAN BE VAPOR BARRIER APPLIED WITH A ROLLER, �'�/ '� 1 w . z APPLIED WITH A ROLLER, APPLIED WITH A ROLLER, SEE C1/WP-3 0 COORDINATE WITH Cl WP 3.01 H o BRUSH OR SPRAY APPLIED ► BRUSH OR SPRAY APPLIED I��'�� _ v �, I SEE C1/WP-3.01 / CONTINUOUS EPDM OR FOAMED �. ��I. (Ac cg 0 BRUSH OR SPRAY APPLIED f �11� POLYETHYLENE SILL SEALER FLOOR SLAB ASSEMBLY ■ *II >.°' , c PTIONAL TO EXTEND ►� O / PER STRUCT ' / 24. GA PRE-FINISHED METAL FLASHING Q o° ,,, uu INSULATION 2'HORIZONTALLY ' /�� / a �. Z NO VEGETATION OR EARTH UNDER FLOOR SLAB r / �� BUTYL TAPE 2x BELLY BAND W �- oc �/ / -/1f1— N O W� ABOVE FINISH GRADE LINE A' '� . � J o `O/ / __ INSULATION PER ARCH w N r, u .� 2-3 GAL/100 SQFT HENRYS#789 SUB GRADE VAPOR BARRIER t4 _ . ��C FIBRATED ASPHALT EMULSION PER GEOTECH 4 ® .` '' j o . u\\ ,� '1' NO VEGETATION OR EARTH .. '< tnN L.L. VI • k WHERE FG IS ABOVE FLOOR LINE : ... f FINISH GRADE, SLOPE AWAY 1 ♦i' ABOVE FINISH GRADE LINE z s . . ♦ o FROM 5% MIN FOR 10'-0" ..' '". • � .>.;,;-<. � �� ;� .�•1 RADE SLOPE AWAY �� FINISH G r 5 MIN FOR 10 0 2-3 GAL/100 SQFT HENRYS#789 ......................................................:::.::.� ♦ �. , FROM /o v::.::.... .. •{�:.::i{:.i::v::::,:"•::•:• '.::':. . 4-sue k � FIBRATED ASPHALT EMULSION s WHERE FG IS ABOVE FLOOR LINE �� T. /\// �'\ \/ //\/� j♦j � k 2-3 GAL/100 SQFT HENRYS#789..,© g ...„ ♦i \ • �, ►� f FIBRATED ASPHALT EMULSION ;. LINE WORK REVISION TO ;� -r .... / / / ,.�..• WHERE IS ABOVE FLOOR LINE ANCHORS PER STRUCTURAL I� /\ /\ / \/\/\/\/' "- WHE FG S O = r COORDINATE WITH Cl WP 3.01 ;: ANCHORS PER 1♦ '' - �\ \ \ \ \ \ \ , x I\ STRUCTURAL �� /\�/ ,- ►� ANCHORS PER STRUCTURAL FOOTING DESIGN AND CLOSED STORM DRAIN BY CIVIL �� ` . //\//\//\ \/\/\/\/ ,♦ `k ^ Opt SUPPORT BY OTHERS = 4 . \/\�/ ,} : .♦, CLOSED STORM DRAIN BY CIVIL 1 — FILTER FABRIC OR SOCKED ♦� `. \/ �, o O , ,---,►, -�-\ \\ /\\ •; • ' ;-� FOOTING DESIGN AND "ii •• : „ NOTE: IF FOUNDATION IS PERFORATED DRAINAGE TILE IN ' ' .,," •;:7 . \ \ \ \ \ ," ., ' - ♦ ..; . • FILTER FABRIC OR SOCKED• rh. , ••p I .' \/\ \ \ \ \ \ „ . , SUPPORT BY OTHERS POURED IN TWO POURS A • P. j• �� GRANULATED BACKFILL BY CIVIL t ter. h� �/ / / / // /� ,4�, - .A -" GRANULATED BACKFILL BY CIVIL SUPPORT BY OTHERS / / / / .r o O �sV® s ..y O .................»»».......„. _ • •,C h /\//\//\//\//\//\// ,h ,.0 V\ . • •i p rr� o • NOTE: IF FOUNDATION IS %; �. •�• Op O IIIII •• POURED IN TWO POURS A .�,.` , O p• ■ WATERSTOP MUST BE USED •CA. NOTE: IF FOUNDATION IS ti O• POURED IN TWO POURS A I li A3 PERIMETER FOUNDATION AT UN HEATED SPACE A2 FOUNDATION @ ENTRY WATERSTOP MUST BE USED — WP-1.00 SCALE: 1-1/2"=1'-0” ARCH REF: WP-1.00 SCALE: 1-1/2"=1-0" ARCH REF: PERIMETER FOUNDATION WP-1.00 Al 0 SCALE: 1-1/2"=l'-0" ARCH REF: NO. DATE ISSUE 1 07.27.10 FOR BID 2 08.13.10 FOR PERMIT A 09.23.10 REVISION B4 DETAIL B3 DETAIL B2 DETAIL B1 DETAIL WP-1.00 WP-1.00 WP-1.00 "_ " WP-1.00 "_ „ SCALE: 1-112"=1'-0" ARCH REF: ` SCALE: 1-112"=1'-0" ARCH REF: SCALE: 1-1/2 -1 -0 ARCH REF: SCALE: 1-112 -1 -0 ARCH REF: CO W Cl) � � W W Q t: 2 �' 0! O O a,L ,�1, O cN. I 11- M Cn r WzowCU 2 2O n2 1-- I 1 ..._,, _} 1 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 DETAIL C1 DETAIL WP-1.00 SCALE: 1-1/2"=1'-0" ARCH REF: WP-1.00 SCALE: 1-112"=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: WP 1 .00 AeAyr -TERI_� T �� TTTT �� T �� T- k COMPONENTS AND 1s"OSB EXTERIOR SHEATHING SPF TRIM; FULLY PRIME ALL END CUT ♦. INSULATION PER ARCH 3„ S �:::: a EL DORADO CORRUGATED PLASTIC IN FIELD; BARK SIDE OUT(TRIM SIZE IS :::::•::•:: VAPOR RETARDER BATTENS AT 16"O.C.ATTACHED W/ 0 SHOWN EXAGGERATED TO INDICATE ♦♦� PER CODE - $- Z . ... ..... �� NAILS PER MANUFACTURER C ce 0 ORRECT RELATIONSHIPS TO ♦♦ REQUIREMENTS �, ♦ /. © REQUIREMENTS AT 12"O.C.AND 1" a ........ ...... . FRAMING BATTENS AND SIDING '::::�� .��.��.�.��.��. �� ♦ DO NOT ATTACH _ U> /. - FROM EACH END OF EACH PIECE MATERIALS) ♦ :i:::::.:.:'::::.::::: - TO SHEATHING -t��` z•12" ♦...:-�t:::::•::::::::::•: EXISTING WALL EXTERIOR SHEATHING :: : ..• STUDS ;',;"�," 16 SHEATHING PER 't - DS PER STRUCT. �� ' �, WEATHER RESISTIVE BARRIER LAPPED 1 OTOTOTOTOTt1 R -,. ../..,/ W CI /METAL HEAD FLASHING; SEAL W/ moo INSULATION&VAPO / ,. STRUCTURAL Al Fil WAWA W ill RETARDER PER ARCH = :. .. f : NON SKINNING BUTYL SEALANT z � EXTERIOR SHEATHING 24 GA.:::::;::: I ' f I {' 8" E© � -< ..WEATHER RESISTIVE BARRIER, LAP , ,: ", :: : : SG FASTENING \ ,— �; w �. z '� �, /// SHALL PENETRATE ., " ; _ ,. o co i ! %L/—��—��—��— �, :, : MANUFACTURER REQUIREMENTS AT _ u - LAP SIDING W/STARTER STRIP , . ,r ' / S INTO STUDS „ 1- cn oo t• • END OF o • 12 O.C.AND 1 FROM EACH EN _ STRUCTURAL A — �_�■ ► EACH PIECE �;I R E RNER WI 2 REINFO C CO ( ) FRAMING OR . Milli Q o C OF WEATHER � .. Z 24 PIECE - - -- B O KING L C .o t 0 cc 0 _ © CEDAR BLOCK, PRIME ALL 6 `�1I—I :.,.. �O — of RESISTIVE BARRIER \ I / ` ' WEATHER RESISTIVE BARRIER: w H SIDES• &SET IN NON-SKINNING I 1 ' ` ' . `.. ':iv'". .. i :::::: -1 `° o W:;' EXTERIOR SHEATHING / r., WEATHERMATE PLUS BY DOW w ° N u BUTYL SEALANT co ff � ...... ® z ALL BLOCKING SH ` ; Q w VERT. BATTENS REINFORCE CORNER W/(2) :-':.''r; ..;<",--., r rf o w N BE INSTALLED O o F- �-THER „.CE F VVEA co i 24 PIE O z HOSE BIB i ,` �-= , RESISTIVE BARRIER / WHERE REQUIRED FIBER CEMENT LAP SIDING - LAP SIDING I;jf ;T I o i — �` j!jj4iji IVE / `� f INSTALL IN COMPLIANCE W/JAMES ' , z EFt RE IST N f ' ;;'';”: ;=: ' m' �� —®®— WEATH S 1 _: ":. .... HARDIE RECOMMENDATIONS >:<.:.:::.....� P t RNER 12 I RIOR �• "��'"�•��-��:-< ;_;;INSTALL SIDING IN MODERATE / INSTALL SIDING W/NAIL SPACE A: :! :PACE RRIER LA ':: HZ-10 FASTEN W/STAINLESS STEEL :" © CONTACT WITH WOOD TRIM ` i I TO WOOD TRIM I1 i I /i ; : FASTENERS @ STUDS AND PER � a .''� ,_::�a� `;,' _R NOT }' :� , RE:A3/WP-3.04 I11r �" r',,:--- REPORT NER-405 1 Ilir / \\\�\\\_\\_\\\—\ SPF WHITE WOOD TRIM; FULLY• ---\a' *. = *. = *. ..-1—....._ *. = *. _ . la p _ PRIME,ALL END CUTS IN FIELD / SU PPLEMENTAL ' f N TA L IN ECT SCREEN AT � INS L S LATI N INSTAL O I P (DING . I I � LA S /� L II _ . . WEATHER RESISTIVE .. .,ff.,. ,. r _ : : ALL HEAD FLASHING AND BASE • INSTRUCTIONS ' AL BARRIER UNDERNEATH .. _. R L _ I / - , • , WALL CONDITIONS CONTAINED IN .%. �� .:f TARGET FLASHING WOOD TRIM FULLY 5/4 x4 SPF WHITE WOO VERT. BATTENS : `.``,. � � I� _ TECHNICAL :, :.::. _:-,;:; :::- :�. ,. CUT IN FIELD; BARK ;' PRIME ALL END S 4 BULLETINS MUST ` ,.< ;: :; ;; ' '''":_ /' *PRIME CUTS OF SIDING SIDE OUT(TRIM SIZE IS SHOWN A 110 , EXAGGERATED TO INDICATE BE APPROVED IN • NOTE: ' STARTER STRIP L , EALANTS TO COMPLY WITH WRITING BY THE f'`' '' '� R TI N HIPS TO 1. AC 01_ f ' . CORRECT ELA O S ' I CONFIGURATION, GEOMETRY,AND SUBSTRATE LOCAL BUILDING ` NOTE:ALTERNATIVE DETAIL NOT ! A ' NOTE: I FRAMING, BATTENS AND SIDING OFFICIAL OR THE SUPPORTED BY INSTALLATION REC UIREMENTS O F ASTM C 1193 2009 HEAD FLASHINGS TO HAVE END DAMS • / MATERIALS) ARCHITECT PRIOR WHEN FLASHING LENGTH IS >6" I \ 2. SEALANTS TO BE APPLIED PRIOR TO EXTERIOR A INSTRUCTIONS HZ-10(APRIL 2009)OR i'•••7 r...t_ IL SPACE PAINTING TO INSTALLATION NER-405(APRIL 4,2004)MUST BE INSTALL SIDING W/NAIL ' TO WOOD TRIM , A APPROVED IN WRITING BY LOCAL A4 HOSE BIB PENETRATION OUTSIDE CORNER LAP SIDING 3 A2 INSIDE CORNER @LAP SIDING Al LAP SIDING BUILD UP BUILDING OFFICIAL WP-3.01 SCALE: 3"=1'-0" ARCH REF: CA--3 -3.01 SCALE: 3"=1'-0" ARCH REF: WP-3.011 SCALE: 3"=1'-0" ARCH REF: WP-3.01 SCALE: NTS ARCH REF: / EXTERIOR SHEATHING EXTERIOR SHEATHING V rig' XTERIOR SHEATHING WEATHER RESISTIVE BARRIER LAPPED -� r \ I 0 EXTERIOR SHEATHING / WEATHER RESISTIVE BARRIER; LAP O/HEAD FLASHING EXTERIOR W/METAL HEAD FLASHING; SEAL W/ 1 �/ • •• / SEAL WITH NON SKINNING BUTYL SEALANT . rl NON SKINNING BUTYL SEALANT WEATHER RESISTIVE BARRIER .-I VERT. BATTEN `' WEATHER RESISTIVE BARRIER; LAP 0/HEAD I ■ ' / FLA HING&SEAL W/NON SKINNING BUTYL SEALANT 24 GA. BAKED ENAMEL METAL FLASHING F BATTEN I / S I LAP SIDING W/STARTER STRIP / VERT. BATTEN 411 SHINGLE SIDING I VERT. BATTEN W// I /i d •: 24 GA. PRE-FINISHED METAL / INSECT SCREEN• 24 GA. PRE-FINISHED METAL • . / HEAD FLASHING W/END DAMS / ;. , INSECT SCREEN ip HEAD FLASHING W/END DAMS / I LAP SIDING W/ • I ' I „ I / - STARTER STRIP 9 / LAP SIDING W/STARTER STRIP I I I I EXPANDING FOAM TAPE / : " INSECT SCREEN i �'�I, INSECT SCREEN I u.- :• L s / PRE-FINISHED METAL BRACKET �'% I 24 GA FLASHING I . . � I I . . 24 GA. PRE FINISH � II / JUNCTION BOX / • it - FLASHING, SECURE W/MIN 4 PANCAKE HEAD I. � � / CEDAR BLOCK, PRIMED ALL 6 SIDES,&SET IN SCREWS; FLANGE SHALL EXTEND PAST FACE �' t U '� NON-SKINNING BUTYL SEALANT _ T F A 5 / - • OF CLADDING TO ALLOW ATTACHMENT OF PRIMED BELLY ad / SPF PRE PR M / cfl . 4 DNGISINSTALLED FTER CLAD I HROUD A � BAND; BACK PRIME ALL CUT � co / S EDGES INSTALL BARK SIDE CONDUIT PA LIGHT FIXTURE OUT FASTEN W/(2) 16d GALV NAILS @EACH STUD; SET TO / © 24 GA. PRE-FINISHED METAL VENT J 1. '. FIBER CEMENT LAP SIDING INSTALL WITH MODERATE - / SHROUD POP RVETS/,C20 EACH SIDE r NO DATE ISSUE FLUSH SEAL AND PAINT CONTACT WITH JUNCTION BOX ''NOTE: / p 1 07.27.10 FOR BID DAMS 9 4 / QUICK FLASH P-50, LAP WRB / HEAD FLASHINGS TO HAVE END D i OVER TOP FLANGE,WRB / WHEN FLASHING LENGTH IS >6" i © FIBER CEMENT LAP SIDING INSTALL W/NAIL ° FIBER CEMENT LAP SIDING INSTALL / I — _k••••. 10 / UNDERNEATH BOTTOM FLANGE i• �, WITH MODERATE CONTACT WITH %I SPACE TO JUNCTION BOX I 08.13.10 FOR PERMIT------ ----,‘ A UNDERSIDE OF FLASHING RE:A3/WP-3.04 �� . © ' I / I / / 18 x 18 PIECE OF 30 MIL EPDM TARGET •/ 09.23.10 REVISION / i / IBER CEMENT LAP SIDING INSTALL WITH MODERATE **7 [-.4_ FLASHING; CUT HOLE FOR / 4 / 4" CONTACT WITH JUNCTION BOX r PENETRATION&NAIL TO SUBSTRATE NOTE: • BATTEN / ' • ° ! SEE DETAIL A2/WP-3.00 FOR I FLASH AS DETAILED �„ 110 110° QUICK FLASH P-50, LAP WRB I / I WEATHER RESISTIVE BARRIER . / . ■ 1 I LAP DETAILS / , OVER TOP, LAP BOTTOM I / WEATHER RESISTIVE I� \ _ / FLANGE OVER WRB BELOW BARRIER UNDERNEATH 3 P-3.04 TARGET FLASHING RE:A /W G NOTE NOTE: NOTE: ' �-7 / - HEAD FLASHINGS TO HAVE END DAMS / WEATHER RESISTIVE I / SEE DETAIL A2/WP 3.00 FOR HEAD FLASHINGS TO HAVE END DAMS ��' WHEN FLASHING LENGTH IS >6" � \ y WHEN FLASHING LENGTH IS >6" _ a BARRIER UNDERNEATH 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"=1'-0" ARCH REF: WP-3.01 SCALE: 3"=1'-0" ARCH REF: CO EXPANDING FOAM TAPE I! rt PLAN SECTION AA EXTERIOR WALL SHEATHING � (0 o a) 1 WEATHER RESISTIVE BARRIER, LAP 1111114 W W Q 3 II I I ` \\\_\\\—\\`_� EXTER{OR SHEATHING OVER FLASHING AND SEAL WITH NON EXTERIOR SHEATHING .. � 5 - I II SKINNING BUTYL SEALANT L- -C Lr...# WEATHER RESISTIVE BARRIER SEAL WEATHER RESISTIVE BARRIER, 2x6 SPF PRE PRIMED BELLY BAND; BACK I%//Yi/1 ��i / ill TO FLASHING WITH NON-SKINNING WEATHERMATE PLUS WEATHER / _O SEAL TO FLASHING WITH NON P UT EDGES INSTALL BARK SIDE LL M RIME ALL C I I /•• BUTYL SEALANT RESISTIVE BARRIER '� SKINNING BUTYL SEALANT OUT FASTEN W/(2) 16d GALV NAILS @ EACH 1 1 / WEATHERMATE PLUS WEATHER r L / STUD;SET TO FLUSH SEAL AND PAINT k BATTEN / LAP SIDING W/STARTER STRIP W Z BATTEN RESISTIVE BARRIER © o W / / 24 GA. BACKED ENAMEL -� ' IV AIP AI CAI. • • • FIBER CEMENT . BATTEN W/INSECT SCREEN I— SHINGLE V 2 0 u) -0 ERT V ESIDING l—.—.—.—.®.—.—.—.—.—•� / METAL FLASHING I / �� ' LAP SIDING I STARTER STRIP VERT. BATTENS W/ SCREEN WEATHERMATE �- I SEALANT LAP SIDING W/STA S .✓. I D 1-- ca EATH ERMATE / �� I i _ �� , STRAIGHT FLASHING / t• / I /Ii 1 • / (0 / I TRIM BLOCK {NSTALL INSECT SCREEN AT EXPANDING FOAM TAPE �'� ''�/ I / BOTTOM OF BATTEN SYSTEM / SELF-ADHERED WEATHER / ii, EPDM OR FOAMED RESISTIVE BARRIER / `/ EXP ANDING FOAM TAPE POLYETHYLENE SILL SEALER 24 GA. BACKED ENAMEL ' / // ii� ,,,,... � METAL FLASHING / PRIMED BELLY BAND; BACK „ FIBER CEMENT I / 2X6 SPF PRE R / / / 4 / � 24 GA. BACKED ENAMEL ,IJr1._I A BATTEN ° 3 SOFFIT Oi BATTENS I /, METAL FLASHING PRIME ALL CUT EDGES INSTALL BARK SIDE 110 / OUT FASTEN W/(2) 16d GALV NAILS @ EACH i I EPDM OR FOAMED STUD; SET TO FLUSH SEAL AND PAINT 2X SPF PRE PRIMED BELLY BAND; tt r. i / / BACK PRIME ALL CUT EDGES A I A / POLYETHYLENE SILL SEALER 2X BELLY BAND l CU S ',A NSTALL BARK SIDE OUT FASTEN W/ / T `� (2) 16d GALV NAILS EACH STUD; PLI-- 2X6 SPF PRE PRIMED BELLY BAND; BACK SHEATHING IS NOT TO ( ) @ /° RIDGE BRACKET ` PRIME ALL CUT EDGES; INSTALL BARK SIDE SET TO FLUSH SEAL AND PAINT I / 1 COME IN CONTACT W/ c. / a '. OUT; FASTEN W/(2)16d GALV NAILS @ EACH CONC AT SILL PLATES i FACE OF SIDING BEYOND I / �� Z DRAWN BY: JL, SH, JR STUD; SET TO FLUSH SEAL&PAINT L• ' /./ a EXTERIOR SHEATHING . - CHECKED BY: CRM �o !Jr •v•— \\ I EXTERIOR SHEATHING IS NOT TO COME IN SCALE: AS NOTED ` CONCRETE SILL PLATES BARRIER • CONTACT W/CONC @ L,L,, WEATHER RESISTIVE PA D d 4" FINISH GRADE,SLOPE AWAY �'� FROM 5% FOR 10'-0" D original sheet size 24 x 36 vi i id" TRIM BLOCK PER ARCH I ° ` } Q 4�� 110 -- G INSTALL WITH u. ..k... -•�•. __ � FIBER CEMENT LAP SIDIN I " " • -:•,..,:,:��:�. FIBER CEMENT SOFFIT PANEL INSTALL W/ ' MODERATE CONTACT WITH TRIM / d 110° t —L PROJECT NO: 2010.P33940DCS NAIL SPACE TO WOOD TRIM I IN'L J RI I / < 4 a r GRADE %"x 3"TRIM O/BATTEN 1 3 I r •• ,.:,::.:. � � SHEET NAME: BATTEN CLADDING WP DETAILS NOTE SHINGLE SIDING I / Jr.4 LAP SIDING O/VERT. BATTEN HEAD FLASHINGS TO HAVE END DAMS 1 SHEET NO: C4 TRIM @ SOFFIT WHEN FLASHING LENGTH IS >6" BRACKET AT SOFFIT C2 BASEWALL @ PAVEMENT i 'l Cl BASE WALL CONDITION — gik WP-3.01 SCALE: 3"--:1'-0" ARCH REF: WP-3.01 SCALE: 3"=V-0"-0 ARCH REF: WP-3.01 SCALE: 3"=1'-0" ARCH REF: WP-3.01 SCALE: 3"=1'-0" ARCH REF: WP 3.01 WEATHER RESISTIVE BARRIER WEATHER RESISTIVE BARRIER 12° F 0 LASHING BIB SLIDE UP THRU SLIT OVERLAP IN WEATHER RESISTIVE BARRIER MIN.24"x 24"TARGET FLASHING, CUT ,� o SLIT IN WEATHER FROM EPDM.WEATHER LAP WITH OVERLAP . ' . OTHER FLASHING COMPONENTS TO SQUARE HOLE PENETRATION BUTYL i' N • RESISTIVE BARRIER A RIER 12 • .. .. .. •• ••• •• SHED WATER. SEAL PENETRATION TO SEAL I z 0 FLASHING WITH SEALANT. ` ! jii 12„HOLE FOR PENETRATION i 6"° TER F i ' M IIIII• 1 RESISTIVE BARRIER TAPE CUT 60/o OF DIAMETER OF `\ i - r� N _........._SNUG FIT ° PENETRATION FOR O w o �n U SEAL FLANGE c3-i ...... < O oC. _ . __, 1 PRE-FABRICATED DRYER VENT 5—— — —_ •, f ••. ,� Z .o w r— — • — • — • JOINTS W/TAPE , `° W LOUVER ASSEMBLY WITH SWING TYPE ti.® j j� _,,,,,,e � � oc LOUVER AND BIRD SCREEN. SECURE � 4 i I I O n I / � W N N U WITH MIN.4 PANCAKE HEAD SCREWS. ROUND HOLE PENETRATION ° � 6 — ® >' Ar j " W SET FLANGE IN BED OF SEALANT. o ' '• I?'f a� �- uQ. N 12"X12"PIECE OF 30 MIL EPDM CUT BUTYL I I z Fis.HOLE FOR PENETRATION. NAIL TO SEAL II, =% ° 4 OVERLAP 4 OVERLAP O O O i J SUBSTRATE >,60%OF DIAMETER SIZE _ a FLA H T P ED E 6 O.C. _S O G CLADDING SYSTEM I I III r r• . „, . „. ... co I At REINFORCE CORNER W/ --------_________-----------------___________---------------________ . , ::: z CUT 2WIDE CONTINUOUS I R OF G FIT 0 I • II 5/4 SPF PRE-PRIMED I alli LAP TARGET FLASHING , SIDING SEAL BOTH l I OVER WEATHER ll. J / SIDES W/SONOLAST , NOTE: _ I I RESISTIVE BARRIER 150 " �� WHEN PENETRATION IS 3/2 DIAMETER OR LESS, USE 12"X12" FLASHING --' \\ r— 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" 12" 'I WIDE CONTINUOUS W.R.B. SEAL ALL PIN-HOLES W/SEALANT. 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 WP-3.02 WP-3.02 11_ SCALE: 3 . 1 -0 ARCH REF: SCALE: 3 —1 -0 ARCH REF: SCALE: 3 —1 -0 ARCH REF: WP-3.02 SCALE: 3"=11-0" ARCH REF: L. — 4" 3 • • I SINGLE PIECE COPING FOR LENGTH OF pi PRIVACY WALL 4- SQUARE OR ROUND SEAL W/1 PART "'' � PENETRATION POLYURETHANE SEALANT Zo FULLY SEALED AND OQ - `-- RIVETED END CLOSURE `�� 1 "' f kl..,, t A A ... 1 STEP 1) ///%I/// 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) LI-----14111po,_ • •. • v. A 24 GA FULLY SOLDERED G90 PLACE A 30 MIL EPDM APRON WITH UPSIDE-DOWN 'U'CUT; CUT TIGHT TO F 4-% • �= GALV METAL SADDLE PENETRATION; OVERLAP BOTTOM APRON BY 4";ATTACH WITH A FEW . . ...... ....:.. . STAPLES NO DATE ISSUE B3 SADDLE FLASHING PONY WA. ALL 1 07.27.10 FOR BID PRE-FINISHED METAL WP-3.02 / CUT BACK HEM ON S•LICE SCALE: 3 1 -0 ARCH REF: - r _ ' - 2 08.13.10 FOR PERMIT COPING CAP, SEAL CV PLATE TO FORM TIG FIT SEAL W/1 PART POLYURETHANE /////PIN HOLES, COLOR �� /� / PER ARCHITECT CLOSED END 4-2 n 09.23.10 REVISION PREFINISHED RIVETS ////////// NOTE: SEE C1 WP 3.02 FOR USE ONLY ON ADDITIONAL INFORMATION RUNS> 10 FEET 16" STEP 2) ::-....... PLACE A 30 MIL EPDM APRON W/'U'CUT TO FIT TIGHT AROUND PIPE 24" 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 U BII3 FLASHING SEQUENCE WEATHER RESISTIVE BARRIER A MIN. OF 4" @ B4 FLASHING SPLICE DETAIL B2 WP-3.02 SCALE: 3"=1'-0" ARCH REF: WP-3.02/ SCALE: 3"=1'-0" ARCH REF: WP-3.02 SCALE: 3"=1'-0" ARCH REF: EXTERIOR WALL 3. t'a SHEATHING PER STRUCT A (2)LAYERS 8" EXTERIOR W GYP SHEATHING PER A 3 BATTE W/INSECT SCREEN CLOSURE ARCH 24 GA COPING, TONGUE CLOSED w W Q riI OVER DOUBLE CLIP SUPPLY ct I WEATHER RESISTIVE BARRIER,SEAL WEATHER RESISTIVE BARRIER � I p \ ' ARRI ER �•1 Ilti TO FLASHING WITH NON-SKINNING I U 0 O BUTYL SEALANT LAP SIDING LL . P S DING O/VERT. BATTENS co I i 1 I ..- -.�• ( WEATHER RESISTIVE BARRIER Z3 u) T-- i_. LAP SIDING .. co j 11.o JI I STARTER STRIP " •• ( ' w o w .. .. CD N§ is r --,-,I./ EXPANDING FOAM TAPE ////—///—///—///—///A V ,� I®• �H '. uu 'LyA ) / 0 c� • 0 . :a 24 GA. G-90 GALV. C ::::::: r r- op ,_, q11 '1 v I CONTINUOUS CLIP( ; ' I _ : vJ ∎u� ��1 ` I (� /, / POLYETHYLENE SILL r SEALER I � ........ ,.,,,» ,..�... , ,..,., »..,,.. I ..•. / 1 • :.. 1 HAND CLOSE OPEN HE a 2X6 SPF PRE PRIMED BELLY BAND; 11„ 2 BACK PRIME ALL CUT EDGES ": • DECK FRAMING I -:.: ... :•. I• N4/ a INSTALL BARK SIDE OUT FASTEN W/ I :::` PER STRUCTURAL �G I :•.. ,: .:.. (2) 16d GALV NAILS EACH STUD; I a © Q SET TO FLUSH SEAL AND PAINT I I .;`:.:- ..': I LAP SIDING 2 x 4 2 x 4 I VERT. BATTENS .,. ...} . PER STRUCTURAL I . . ' SHEATHING IS NOT TO - r • co COME IN CONTACT W/ I a ° I . • WEATHER RESISTIVE r___________Th SLOPE 5/o AWAY I :_•' BARRIER CONC AT SILL PLATES 4 a FROM BUILDING I DRAWN BY: JL, SH, JR . • a ; . . - �� 3 CHECKED BY: CRM GRADE I . . • . • a - I 1 5" 2 LAYERS- GYP I" • . SHEATHING PER ARCH SCALE. AS NOTED a • f original sheet size 24 x 36 • • :,- �� I • .. :: I .. :... . NOTE: • 4 4 COPING COVER TO BE FORMED OF SINGLE �-----� 2 �� -"--�"�-----�� r "• .� " • CONTINUOUS PIECE AT PARTY WALLS; 110° f I PROJECT NO 2010.P33940DCS I Q REF-B5/WP 3.02 FOR END CAP a i I a Q I M..- " / • . I SHEET NAME: *''7 4 1-1 T 1 CLADDING WP DETAILS y„ SHEET NO: C3 1 PONYWALL FOOTING AT DECK C2 PONYWALL AT DECK LEVEL Cl PONYWALL AT DECK WP-3.02/ SCALE: 3"=1'-0" ARCH REF: WP-3.02 SCALE: 3"=1'-0" ARCH REF: WP-3.02 SCALE: 3"=1'-0" ARCH REF: \/VP 3.02 / - BATTEN/STUD LAP SIDING 0/VERT. BATTENS I 0 - / / BEYOND i ._.d..___,----------------------' g ,...........) I ,$pr � WEATHER RESISTIVE BARRIER LAPPED , O/U-BIB W.R.B.TARGET FLASHING; SEE Ce g A2/WP303 FOR DETAIL . = a SQUARE OR ROUND 0 PENETRATION I• w c� I I I _ Z �, � o W ZO 0 0 , WEATHERMATE III. Q CN ° w =II I STRAIGHT FLASHING Zia ® > < °o ' 5 26 F ! 1: c }AUG BAKE I c .0 �, 24 • ENMEL ' , CONT. INSECT RED STEP 1 � SCREEN z ! ____ ,�' � N N ~ juj l I BEHIND SIDING JOINT. PLACE WEATHER RESISTIVE BARRIER APRON WITH 'U'CUT; FIT '- L : .7i w a COLOR TO MATCH TIGHT AROUND PENETRATION• SEAL TO SHEATHING W/ :j SIDING COLOR POLYURETHANE SEALANT EXTEND 12"BELOW PENETRATION STEP 3) 'f 9 Ls-- 16" ---Pj II I : 5 PLACE A 30 MIL EPDM APRON WITH UPSIDE-DOWN 'U'CUT; CUT TIGHT TO • co r P • PENETRATION; OVERLAP BOTTOM APRON BY 4";ATTACH WITH A FEW -1- / STAPLES ::`"" .- I // z • --,,, 1,-...% 1/ / / 1 . . . . . 0 iii BUTT JOINT DO NOT r ,A / , A 3 3 SEAL // P - / /ELEVATION VIEW / / SECTION VIEW 1/// / 3' EXPOSED BEAM PER STRUCTURAL 1 i LAYOUT SIDING SO JOINTS FALL OVER STUDS WHERE 16„ FEASIBLE. IF SIDING BUTT OCCURS OFF STUD 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 BUTT JOINT FASTENED TO PLYWOOD WITH TWO#10 X AROUND PENETRATION; CUT TIGHT TO PENETRATION BARRIER, INTERIOR FINISH MATERIALS PER ARCH. k 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 J A4 LAP SIDING BUTT JOINT FLASHING A2 U BIB FLASHING SEQUENCE RESISTIVE BARRIER A MIN.OF 4" Al BEAM TO WALL WP-3.03 SCALE: 3"=1'-0" ARCH REF: WP-3.03 SCALE: 3"=l'-0" ARCH REF: WP-3.03 SCALE: 3"=1'-0" ARCH REF: I HARDIE PLANK I D I 01 :• T S / I / INSECT SCREEN CLOSURE © ' WEATHER RESISTIVE BARRIER LAP 0/ . $ I i VERT LEG OF HEAD FLASHING&SEAL / W/NON SKINNING BUYTL SEALANT .II / � EIE I • K4. / illIllilill 1 411‘, ;I- 1 I 1 ! / •_._ 1 I 24 GA. PRE-FINISHED r? il■ ,G-90 GALV. METAL SADDLE HEAD FLASHING I , I_ N STEP 4) „ � INSTALL UPPER PIECE OF WEATHER RESISTIVE 1-1/4 I STEP 1) %2"GAP STARTER STRIP 1 R OVER UPPER SADDLE FLASHING AND BARRIE O U I STEP 2 STEP 3 1 ) PLACE WEATHER RESISTIVE BARRIER APRON SS BEAM PENETRATION • \ NO. DATE ISSUE INSTALL SADDLE FLASHING UNDERNEATH INSTALL SADDLE FLASHING ON TOP OF BEAM, AROUND H EA �'�� WITH U GUT; FIT TIGHT AROUND HSS BEAM; BEAM ON TOP OF WEATHER RESISTIVE OVERLAPPING LOWER SADDLE FLASHING. OVERLAPPING LOWER SECTION OF WEATHER 3 i I • • 1 SEAL TO SHEATHING W/POLYURETHANE I . 1 RESISTIVE BARRIER A MIN. OF 4" � RE 1 07.27.10 FOR BID SEALANT EXTEND 12"BELOW PENETRATION BARRIER TARGET FLASHING. INSTALL BACKER INSTALL BACKER ROD&SEALANT BETWEEN )): ,�� l ROD&SEALANT BETWEEN BEAM &SADDLE SADDLE&BEAM •.•. li, .r I ` ` �• 2 08.13.10 FOR PERMIT ••:•:••::•:•::::. BACKER ROD \ &SEALANT I_ . .. ........... EXPANDING FOAM TAPE BETWEEN ;;;;;:;;;; ; I .2 .1 REVISION .. ...... ........... • 0 3 0 ADDL — .� II K �L♦ •_ _ i_(PRIME .......... ,:...,4 4 .In■A r mm..row.wm....ro-ArArA.rm.rm.wo A T NIP . 16d NAILS 1 C. SET 6d GALV N S 6 0 S N,,,,,, : TO FLUSH SEAL AND PAINT 1 i .: .. ... 4" I ,�`�a „....• .. .• MIN • SOFFIT PANEL W/NAIL SPACE ,N\ 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"-0 ARCH REF: WP-3.03 SCALE: 3"=V-0"-0 ARCH REF: as W Cn � LLI �LLJ 1 Q WOOD POST W/CB Et G w � � BASE PER -�-� a� 0 STRUCTURAL � V Q LC) V- CO DRAWINGS �/ _ r V FRAMED WALL 0� 2-PIECE CORROSION W W 2-PIECE FULLY SOLDERED SS RESISTANT COUNTER CORNER 2 COUNTER FLASHING FLASHING SPF TRIM PER F- '� ARCH V 6 2 Ocn TURN DOWN EDGE OF FLASHING yam\ ---� s ` it INTO SAWCUT AT BEAM ON ALL 4 6� TURN DOWN EDGE OF FLASHING �6 EPDM GASKET I (1) SIDES,SIDES, SET IN SEALANT INTO SAWCUT AT BEAM ON ALL 4 3" I I v J CO �‹ SIDES, SET IN SEALANT EXPOSED WOOD j, �� ED OD EXPOS WO BEAM 2 4 .. �� BEAM Mtn Imo„ . .,_�`;� " > i Q . w 2 _ F° ! \\ MIN CONCRETE FOOTING a • 4 1 �''` PER STRUCTURAL a I C. f / is i ! \ r' 8 'a Q .r\ 1 : ' '� GRADE /•I i e '� i Q r` 3 y: ; a ar DRAWN BY: JL, SH, JR �' �� °' —� CHECKED BY: CRM 4 k:;: �y I k 4 LAP COUNTER FLASHING OVER BASE � ER FLASH GMIN2 O ER S � • : SCALE: AS NOTED FLASHINGSET IN NON SKINNING BUTYL SEALANT TAPE LAP COUNTER FLASHING MIN i FASTEN WITH CLOSED END RIVETS v 2"OVER BASE FLASHING • 4• jn j FULLY SOLDERED SS t a • • j g al sheet size 24 x 36 BASE FLASHING CORROSION RESISTANT • a .. • • a , BASE FLASHING : PROJECT NO: 2010.P33940DCS FLUSH CONDITION .. FRAMED WALL 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 F 3.03 „ _ . 1 WEATHER RESISTIVE 833 4 '724- P6L1' BARRIER 0/QUICK II FLASH PANEL o a ! 1I w J QUICK FLASH PANEL S..:, EnviCeCi.., .: N I i0 f0` �' c=n El 0- O o•*• - FEN 1 0 BUTYL SEALANT Q o� o Li w u I ® b J= ,g z--$ — 0-1 w J W N N U ,:, --,, 1:— if "` z BUTYL SEALANT i o m :;....: ...: QUICK FLASH PANEL I ..3fr. %i WEATHER RESISTIVE f�'' �= •\ BARRIER UNDER 1 ••• j \` QUICK FLASH PANEL i , l I \\ NOTE: WHEN PENETRATION IS GREATER THAN 4"0, USE EPDM FLASHING; SEE DETAIL A2/WP3.02 I 3 3 A4 DETAIL A3 QUICK FLASH PANEL A2 DETAIL NOT USED Al DETAIL NOT USED WP-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: WP-3.04 SCALE: 3"=1'-0" ARCH REF: A I I I ( I II OVERLAP CORNER BY 12" • EACH DIRECTION . I II I REINFORCE OUTSIDE I I �, • I CORNERS W/34 WIDE • CONTINUOUS W.R.B. N II. 111 I I ¶1k VERTICAL BATTEN IIi .go •• WOOD TRIM • I A P?V I NIIPEr/%1 I 1• MIMI : 0 WE NO. DATE ISSUE IL! I FAI 1 07.27.10 FOR BID ittlLt``` 2 08.13.10 FOR PERMIT 2X6 SPF TRIM, BACK PRIME FIBER CEMENT LAP SIDING ALL CUT ENDS AND FASTEN n 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 VERTICALLY (2)20d HOT DIPPED GALV NAILS W/FINISH HEADS @ 16" OC, SET EXPOSED HEADS E- A DP-IN B4 DETAIL B3 PLAN VIEW END OF PARTY WALL @ REAR DECKS i B2 DETAIL B1 DETAIL WP-3.04 SCALE: 3"=l'-0" ARCH REF: WP-3.04 SCALE: 3"=1'-0" ARCH REF: WP-3.04 SCALE: 3"=1'-0" ARCH REF: WP-3.04 SCALE: 3"=l'-0" ARCH REF: al w Cn O > ww °C _c.,4.L'' OC 0! 2 O a L 3ei5O ift " _ M 6 w Z o w c( 0) 2 _c (0 -, 0 .--- 2 0 cf) 2 F— > co c .. } DRAWN BY: JL, SH, JR CHECKED BY: CRM SCALE: AS NOTED original sheet size 24 x 36 j PROJECT NO: 2010.P33940DCS SHEET NAME: CLADDING WP DETAILS SHEET NO: C4 DETAIL C3 DETAIL C2 DETAIL Alla DETAIL WP-304 SCp WP 3.04 SCALE: 3"=V-0" ARCH REF: W P 3.04 SCALE: 3"=1'-0" ARCH REF: SCALE: 3"=1'-0" ARCH REF: SCALE: 3"=1'-0" ARCH REF: WP-3.04 WP-3.04 INSTALLATION BY FRAMER INSTALLATION BY FRAMER INSTALLATION BY FRAMER INSTALLATION BY FRAMER < ---„,,,, --,,,, 0 oz . -., Cie FASTEN FLANGES ° limll I: - ,: °` _ PER WINDOW °� �_ z MANUFACTURER MANUFA o v e APPLY A FULL REQUIREMENTS w d- z BEAD OF SIKH °` _ O o u cn LASTOMER 511 °`� N 0 0 ° ° _o• o cc _ ....:.:�: `l BUTYL SEALANT TO >- vr- w G=' HEAD&JAMB INSTALL WINDOW; °� Q g ^ _ ce FLANGES W ,o ��. Z-Z, '0 INSTALL 12"WIDE FLASHING FROM w w -I N N • Lij WEATHERMATE PLUS WRB STAPLE z W ONLY TOP EDGE WITH MIN. SS 1" NF `' >� ii: U CROWN STAPLES . .. LES WITH MI 1 2 O N / PENETRATION LEAVE BOTTOM OF DF`11• ........ ! o PIECE FREE FIELD FABRICATE AND INSTALL ,c� _ •� SEALANT BEAD OF :r: m JAMBSILL PAN REF C3 AND C4/ .�� ".•WP4.02 FOR PAN FABRICATION SUFFICIENT QUANTITY TO :`= © INSTRUCTIONS SEAL TO TRANSITION ...... CIT SLITS N ALIGN . .. ........ 40 WITH SILL AND HEAD `�-...:... :..... + 5J---"-) -, �'' ADHERE 9"WIDE DOW WEATHERMATE �+ NOTE:ALL CUTS, SLITS, PUNCTURES OR ii STRAIGHT FLASHING TO JAMBS, FOLD \ - .:•.:, . BREACHES OF ANY KIND IN THE CONTINOUS INTO JAMB THE FULL WIDTH OF THE 4i.:. SECTION AT FRAME A it - 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 I R OPENING HEAD AT EACH SIDE N STRICT ADHERANCE O 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 4 WEEP TROUGH IN JAMSILL PAN 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 \< EDGE OF JAMB FLASHING PERA2JWP3.00 •°\, I \ °\ e \ \ ° APPLY 4 WIDE � � :::: # ` WEATHERMATE STRAIGHT • :::;:.::.�.:: INSTALL WRB;WRB TO BUTT UP ��, . . - . . ._ FLASHING BY DOW TO /,4) TO NAIL FLANGE AT JAMB OF ........ ....:... ..:: WINDOW JAMB FLANGES. . e ..............• . ::- :.. WINDOW ONLY; DO NOT LAP WRB \: ADHERE TO NAIL FINS AND OVER NAIL FLANGE 1/ WEATHERMATE WRB .........:-.:. # . FLASHING FROM STEP 6 r 1' INSTALL WRB LAPPED UNDER SILL FLASHING :: : : : : .z......:-...-..-::--•-:.::::-::..-.-.-::. ::: . 0 :::: ::.: # : : :: :::: : NO DATE ISSUE :::.:.::..::...:::. i...- : - ::- .: : :: 0 1 07.27.10 FOR BID fi i : : : ::�: :: 1.::.:.: 0, 2 08.13.10 FOR PERMIT / ::.---...-.. . . .. :::: ,?#4, 3 09.9.10 REVISION 4 09.14.10 REVISION 1 / 4 L 5 9.22. REVISION 10.07.10 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: 73 Cl) CO O N INSTALL WRB, EXTEND INTO INSTALL INSECT SCREEN TO V BUTT JAMB TRIM TO HEAD J � HEAD FLASHING AND SEAL INSTALLATION BY SIDER WRAP AROUND BOTTOM OF INSTALLATION BY SIDER TRIM III W Q INSTALLATION BY SIDER EXPANDING FOAM TAPE INSTALLATION BY SIDER BATTEN SPACERS 4 � � � � PART NO. 1639042 TO BACK LEG WITH NON Lr- SKINNING BUTYL --' O ,, 0La) Lo. . . < ° INSTALL HORIZONTAL SET HEAD TRIM 1/4"ABOVE SEAL SLIT AT END T BOTTOM SLOPING SURFACE` $ 2IS PANEL': :: �,:: ..:..: . . OCCU END DAMS) O OVER EXPANDING FOAM TAPE ° EXTEND INTO HEAD \ ,� NOTE: HEAD FLASHING SHALL . � FLASHING AND SEAL :.: ::.. EXTEND FULL WIDTH OF WINDOW TO BACK LEG WITH a N p... ; co ON SKINNING BUTYL \ ;,, C ti - ::::.. INSTALL BATTENS TO FULLY vJ 7%7....� .. ..... ..... to %%".. : t :' :: :::::.. SUPPORT WINDOW TRIM. I . ° �� _ � `�' -, OFFSET FROM NAIL FLANGE „ SET JAMB AND SILL TRIM I'.... _ TO ALLOW FOR FLAT � WITH NAIL SPACE TO 41-1, 4 :.:.:.:. ,: :::- =- INSTALATION %�- N WINDOW FRAME / ---I1 / BUTT SILL TRIM TO JAMB / ■ ■ 4 TRIM FOR : , . 1 CONSTRUCTION ,, . . , . ' ' TARE SEAMS PER A2/WP :∎I DRAWN BY: JL, SH, JR • 3.00 ,rz t : CHECKED BY: CRM SCALE: AS NOTED % , original sheet size 24 x 36 J PROJECT NO: 2 0 10.P33940DCS ' ., 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 0-2 DOW WEATHERMATE FLASHING SEQUENCE-STEP 11 BATTEN INSTALLATION C1 DOW WEATHERMATE FLASHING SEQUENCE-STEP 12 TRIM INSTALLATION WP-4.01 WP-4.01 4.01 SCALE: NTS ARCH REF: WP-4.01 SCALE: NTS ARCH REF: 1 P 4.01 _____., _ __ _ _ , ._ SCALE: NTS ARCH REF: SCALE: NTS ARCH REF: / INSTALLATION BY FRAMER INSTALLATION BY FRAMER . - INSTALLATION BY FRAMER \'`�_ INSTALLATION BY FRAMER CI Z -_„ --., i. . Q. t® N w >um LI.2 ?12: E - .1.'...i:::. 02 ......... '' 'N 's\_, \ `` F W —p _ ■ FF W F N N U ..:::, ... .... ...,... 1::: ,..,. ,....„. -..... -.-...-.. ....... ... ....... ...•.............. F %! (7 ..i. :::::: {' 0 .'�.'. 't - F"-' J_ FIELD FABRICATE AND INSTALL :�: =r JAMSILL SILL PAN REF C3&C4 I s s k <f WP4 02 FOR PAN FABRICATION 4 '>. INSTALL EPDM INSTRUCTIONS OR BUTYL BACKED s �: AT SILL EPDM SILL PAN WHERE INDICATED s ••�.•. BY C4-WP 4.03 CUT SLITS TO ALIGN°„ s -:-.-s. WITH SILL AND HEAD A 1::: ,:s.:,,.,::,.,,,,,,,;:,6,2„.:E.,,,.. .j ....... ~.�.:�._ ;� _;t,,ti ADHERE 9"WIDE DOW WEATHERMATE ADHER: IDE DOW WEATHERMATE ::�. =,4°< '`== j:;;: . STRAIGHT FLASHING TO JAMBS, FOLD S IGHT FLASHING TO JAMBS, • „="=� �:r.� :•; NOTE:ALL CUTS, SLITS, PUNCTURES OR ` • :;rr r INTO JAMB THE FULL WIDTH OF THE OVERLAP PREVIOUSLY INSTALLED 9 �e 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 A. INSTRUCTIONS END DAM OF PAN FLASHING AND SILL Q 4 FLASHING 4 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 I 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: INSTALLATION BY FRAMER INSTALLATION BY SIDER INSTALLATION BY SIDER INSTALLATION BY SIDER ADHERE 9" DOW WEATHERMATE INSTALL DOOR WITH INTEGRAL BRICK ~-,„ STRAIGHT FLASHING TO HEAD OVER `�•_, MOLD WITH CONT. BEAD OF NON .� INSTALL WRB PER A2/ NAIL FLANGE, EXTEND TO OUTER SKINNING BUTYL AT HEAD AND JAMBS WP no ' '`� EDGE OF JAMB FLASHING BEHIND INTEGRAL BRICK MOLD - ------ :. \. , ::::::::::::::::::::::::::::::::::::.::::::•:•:.:.:.:.:•-:-: :::: ::..::::::::::::::::::::::::::::::::::::::::::::::::::::: .•3::. '-\ ,„,,..\,,,,, ,,, ,N............................ -•-•,_ TOOL OFF EXESS SEALANT AT JAMBS :':::::'::::::::... •.::•::�:�:�::�:�:�:�:::•.•.. � I NSTALL H EAD � � SEAL WRB TO HEAD ------•••••:::•••••••:•:•:•:•:•:•:•::::: - ::.:•::`�:�� ................... \ FLASHING 1KNGBUL ,.. .....••:. :::::::::::........:. -sr:.:...........r.i....i.i.i.j.::.. ........ SEAL WITH INSTALL EXPANDING SEAL WRB AT JAMBS TO LOW FOAM TAPE PART NO JAMB FLASHING PRESSURE 1639042 INSTALLED IN STEPS 3 # :1:::::::: ::::::::::: FOAM SEALER OVER BRICKMOLD ` AND 4 WITH CONT. BEAD :: ::1 1K:1::::::::::::::::::::::::: ::: . PRIOR TO SETTING OF NON SKINNING FLASHING ` BUTYL :::::::::� 1:�:: :�:�: :: �:�: :: : : : HEAD ... �....................... .................... I ::t NO. DATE ISSUE -::::::::::::::::-:-:•••:.:-:-:-:::-:-:-:-:-:•: �.............. ........ 1 07.27.10 FOR BID• :::. : ::� 2 08.13.10 FOR PERMIT •' \ is ri.: : 3 0 REVISION is :• :•::: :: :::::•:•:::•:: SEE DOOR JAMB DETAIL I DOOR FRAME �....... . ... .... .. 4 0 REVIS ION• FOR ADDITIONAL • W/INTEGRAL ::_: :: -..... _:. -. MATERIAL INFORMATION BRICKMOLD V 5 09.22.10 REVISION BEAD OF NON SKINNING \ '� BUTYL ON AT JAMBS AND L �' T o HEAD USE SUFFICIENT SEALANT FOR SEALANT TO BE AVISIBLE, TOOL OFF EXCESS Q 4 B4 DOW WEATHERMATE DOOR FLASHING SEQUENCE-STEP 5 B3 DOW WEATHERMATE DOOR FLASHING SEQUENCE-STEP 6 B2 DOW WEATHERMATE DOOR FLASHING SEQUENCE-STEP 7 B1 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: -0 -- al SLOPED BUTT JAMB TRIM TO HEAD u j vl O w WEEP AREA PRE MEASURE TRIM W W CENTER SECTION INSTALLATION BY SIDER INSTALLATION BY SIDER Q CE S f \ SET HEAD TRIM 1/2"ABOVE (Z 2 _c LI- ��_ � INSTALL HORIZONTAL BOTTOM SLOPING SURFACE U � '�'� O 1 BATTENS TO SUPPORT OF HEAD TRIM (ON TOP OF O LL � i PANEL SIDING EDGES AS 0 co D EN DAMS) r \ APPLY ABS L + OCCURS — as L COMPATIBLE o O .a --. ll '' �.o NON-SKINNING :_:s 2 _c (f) r 0 BUTYL SEALANT i off._ 2 0 e il 1:3 �.-�1 WHERE SILL WILL i� \ •� A ND WITH \ GLUE TAB AREA BO � �® CONTACT FRAMING � � � INSTALL BATTENS TO FULLY PVC CEMENT PER CEMENT TO FORM FULL BED SUPPORT ENDS OF SIDING. � ` ® MANUFACTURER AND �®® OF SEALANT FIELD MEASU` AND --- ASSEMBLE JAM L JAMSILL INSTRUCTIONS 1 ® PIECES TO FORM ��\`a -'.; 1 ONE PIECE SILL SLOPED PRIOR TO WEEP AREA Ili l%-111141ibt. INSTALLING IN BACK PRIME AND INSTALL c OPENING I SIDING WITH NAIL SPACE FOR �. TO DOOR FRAME � CONSTRUCTION} ,....., 4 4 e - / 1 DRAWN BY: JL, SH, JR CHECKED BY: CRM SCALE: AS NOTED original sheet size 24 x 36 PROJECT NO: 2 0 10.P33940DCS SHEET NAME: 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) 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: I WP-4.02 SCALE: NTS ARCH REF: WP-4.02 SCALE: NTS ARCH REF: WP-4.02 SCALE: NTS ARCH REF: W �°'�•O2 WALL FRAMING PER WALL FRAMING PER EXTERIOR SHEATHING PER ARCH WALL FRAMING, PER STRUCT, INSULATION, SHEATHING STRUCT. STRUCT. INSULATION, VAPOR BARRIER, INTERIOR FINISH EXTERIOR SHEA INSULATION SHEATHING PER STRUCTURAL VAPOR BARRIER, VAPOR BARRIER, HARDIE LAP SIDING MATERIALS PER ARCH � ',R WEATHER RESISTIVE BARRIER; HEAD INTERIOR FINISH INTERIOR FINISH NON j WEATHERMATE LAP SEAMS AT MATERIALS PER ARCH. WEATHERMATE PLUS LAP OVER WEATHER RESISTIVE BARRIER; LAP SEAMS AT SKINNING BUTYL SEALANT\ — z / OPENING HEAD HEAD FLASHING VERTICAL LEG, WINDOW HEAD SET IN NON SKINNING BUTYL o ARCH. ` i „ 3 / 9 WEATHERMATE STRAIGHT ` SEAL WITH BUTYL FIBER CEMENT PANEL O/BATTENS ' , WEATHERMATE 9STRAIGHT dIiid � / FLASHING TAPE LAPPED 01 N BEYOND I �� ► WINDOW NAIL FLANGE z © 9 WEATHERMATE STRAIGHT i / C>7.1115mLINI © II � u'� 1 / N 1 ‘ k LAP SIDIN W STARTER ') F -JAMB FLASHINGS AT EACH I ` , 11J z a © 24 GA. PRE-FINISHED METAL �-1`; / BARON VERT. BATTENS / END OF OPENING I �= a O u I - V HEAD FLASHING FASTEN 16 OC �I �� I � W I `1 \‘ \ ‘k 1 / STARTER STRIP /' 24 GA. BAKED ENAMEL METAL 9 WEATHERMATE STRAIGHT FLASHING LAPPED OVER / LAP SIDING W/STARTER >-�' �• ° w - � HEAD FLASHING' FASTEN 16 OC • � 'I Q '�'r � _I�, /!1 ` WINDOW FLANGE o u 1 !►i / ► STRIP 0/VERT. BATTENS Q o_ , 24 GA. PRE-FINISHED METAL I VERTICAL BATTENS W/INSECT SCREEN HEAD FLASHING; FASTEN 16" © ! WRAP CLOSURE •: 1`� HORIZONTAL BATTEN; REF Al /WP 3.00 FOR ', AI 24 GA. PRE-FINISHED METAL w v/ OC AT BATTENS STRIPS , STARTER STRIP ADDITIONAL INFORMATION . � HEAD FLASHING FASTEN 16 OC AT v, `� o W 1 / ! 1 4 III I1, W NU\ ‘ \ ‘ d 01- `I EXTERIOR SHEATHING 1 BATTENS © :.::.::.:.. }- .. z, € I� JI �� SPF WOOD HEAD TRIM PER ARCH FULLY PRIMED I L / ! :- - > x W �1 dl ! SEALANT PER PULTE DESIGN IN!1 I \ /.• o W u x I OVER HORIZONTAL BATTENS F • II I 1 `'>. CD to I- LL', ASTEN WITH 2 1 24 GA. PRE-FINISHED HEAD FLASHING; \ PRE-PRIMED SPF TRIM PER ARCH PRIME 2 � ) I STANDARD / 1, ■ Y' u 1 @ I � ' / \\f t 1 , 16d HOT DIPPED GALV NAILS W/FINISH HEADS ,� FASTEN 16 OC �!L* Lt� CUT ENDS IN FIELD FASTEN W/16d HOT _:; z r i ! 1 j 16"OC,SET, SEAL AND PAINT PER ARCH. ! , ,�li �Id 1�� DIPPED GALV NAILS W/FINISH HEAD @ k: ° LJ _ \ _- PRE-PRIMED SPF TRIM PER ARCH PRIME CUT ENDS IN ==r 1 EXPANDING FOAM TAPOW 16 OC, SET, SEAL,AND PAINT PER .„:. r INSECT SEEN CLOSURE WP � `1 r �I�4 16 ► 16"OC, SET, SEAL,AND PAINT PER ARCH. ARCH. ' I- :� EXPANDING FOAM TAPE BELOW ! \' •� I 1 mil EXTEND BATTENS BEHIND TRIM FLASHING. PART NO. 1639042 I li EXPANDING FOAM TAPE BELOW FLASHING. PART NO. '�- I`1 I PROVIDE INSECT SCREEN WRAP ; _ A --- DOOR FRAME WITH INTEGRAL ,.� � �I� 1639042 tL� CLOSURE 4 �l _� SEAL AT SPLICES I ::..- l I��■_' EXPANDING FOAM TAPE; PART Ne. BRICK MOLD PER ARCH. ■= �- ,Ar 1 FULLY PRIMED J - r AND AT END DAMS 1639042 24 GA. PRE FINISHED HEAD FLASHING•L j WOOD STOP PER C r i 4 „ © WI 1 PART FASTEN 16 OC ARCH. LOW PRESSURE SPRAY -� POLYURETHANE SIKA LASTOMER 511 BUTYL SWING DOOR FOAM SEALER 1.1 SEALANT A A DOOR&TRACK SIKA LASTOMER 511 BUTYL © LOW PRESSURE SPRAY PER ARCH SEALANT BEHIND NAIL FIN FOAM SEALER INTERIOR COMPONENTS x : 4" VINYL WINDOW . PER ARCH. 110° . SPLICE ONLY @ 1.°1 REFERENCE Al WP-4.02 FOR REFERENCE A1 WP-4.02 FOR RUNS> 10 FEET ADDITIONAL HEAD FLASHING REFERENCE Al WP-4.02 FOR HEAD ADDITIONAL HEAD FLASHING FLASHING SPLICE INFORMATION -/ INFORMATION © 1Cvr Q JOINT TO ENSURE - , ,, TIGHT FIT MIS 2 GARAGE A4 G GE DOOR HEAD A3 SWING DOOR HEAD © FIBE:R CEMENT PANEL SIDING HEAD Al LAP SIDING HEAD A2 )$ WP-4.03 SCALE: 3"=1'-0" ARCH REF: WP-4.03 SCALE: 3"=l'-0" ARCH REF: WP-4.03 SCALE: 3"=1-0" ARCH REF: WP-4.03 SCALE: 3"=l'-0" ARCH REF: © /* VINYL WINDOW PER ARCH 4 SPF TRIM PER ARCH FASTEN WITH 16d INSTALL SIDING WITH NAIL SPAC' DOOR FRAME WITH INTEGRAL HOT DIPPED GALV NAILS W/FINISH BETWEEN WOOD TRIM BRICK MOLD PER ARCH. 16" 4 HEADS 16 OC, SET, SEAL AND PAINT @ A PER ARCH.UV NAIL SPACE TO BATTEN C / SPF TRIM PER ARCH FASTEN WITH 16d SCHEDULED GARAGE WINDOW FRAME DOOR&TRACK A 4"WEATHERMATE STRAIGHT 4"WEATHERMATE HOT DIPPED GALV NAILS W/FINISH STRAIGHT 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 A 9"WEATHERMATE JAMB 4 UP TO NAIL FIN NAIL WIDTH SPACE BETWEEN '' FLASHINGS REF A4 I WP 4.01 4 TRIM AND WINDOW FRAME 4 FIBER CEMENT PANEL INSTALL WITH >..v 9 WEATHERMATE NAIL SPACE:TO WINDOW TRIM STRAIGHT FLASHING VINYL WINDOW k_':;>.:J 2 x 6 WALL FRAMING PER STRUCT. FIBER CEMENT PANEL INSTALL SIDING ��" WITH NAIL SPACE TO DOOR A A A 'qgill . 9"STRAIGHT FLASHING AT JAMB 4 FRAME BATTEN ! 9"STRAIGHT FLASHING OVERLAP WEATHERMATE PLUS - CONTINUOUS BEAD OF 9"WEATHERMATE STRAIGHT -- ---- • ! NON SKINNING BUTYL FLASHING ■=v �-M1../.._ �� ONTO SHEATHING A . 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STORM COLLAR //�///� , �i // SEAL FLANGE TO CUTTING RIDGE SHINGLES . •—• UNDERLAYMENT W/ FROM 3-TAB SHINGLES A4 SOIL STACK PENETRATION SELF-ADHERED MEMBRANE A3 OPEN VALLEY FLASHING A2 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: WP-5.02 SCALE: 3"=1'-0" ARCH REF: WP-5.02 SCALE: 3"=11-0" 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 L PE S OUG UPS LOPE METAL FLASHING W/HEMMED COMPOSITION SHINGLES FLANGE("BLIND-NAIL")TO EDGE UNDER END TO CREATE SECURE VENT TIGHT CONNECTION PRIMED T1-11 SIDING SQUARE EDGE AT OVERHANGS W.R.B.TO LAP 0/ ..•... .:. ..:..` ..,..,:�j : . � :.�.... .,. .CONTINUE FLASHINGS MIN.2" TRUSS TAILS © ` t :.. . 4 UPSLOPE W/ 4 �. STEP FLASHING , 4q` SINGLE LAYER OF : 44 UNDERLAYMENT TOP LAPPED VALLEY METAL _� 4` .. SECURE TOP LAPPED VALLEY TWO e I _ 2 500mm STARTER STRIP .BEADS OF POLYURETHANE : ' 1 °''''••.`, . : .\. - SEALANT o. FASTEN ONLY THOUGH THE ► -y`2 MIN. _ BOTTOM LAPPED VALLEY METAL. DOUBLE HOT DIPPED `9Z0 `„' DO NOT NAIL EXPOSED i NO. DATE ISSUE SPIKE&FERRULE BOTTOM LAPPED VALLEY METAL GALVANIZED �� ; A F .:-�' ATTACHMENT :. SURFACE•ROOFING NAIL ® � ' �, 6.. •MIN. —�•UNDERLAYMENT ,.. — .., - i � +' '' i 07.27.10 k IN 08 13 10 FOR PERMIT 4, UNDERLAYMENT ;�� :::.. . : .. . . 4 SIDING OVER SHEATHING Mr F -' 09.23.10 REVISION iliirji LOCK SEAM ,: POLYURETHANE �. , M i SEALANT {► , " °-► �� 26 GA. GUTTER i'. ; :;;; :RWITH KICK-OUT FLASHING \ ;��. - NOTE: COMPOSITION APRON FLASHING TO BE COUNTERFLASHED 3"MIN W/W.R.B. ASPHALT SHINGLES &CLADDING OR REGLET TALL PROFILE VENT LOW PROFILE VENT • B3 VALLEY METAL FLASHING SECTION B3 APRON FLASHING W/KICKOUT B2 EAVIE ADJACENT TO PROPERTY LINE B1 TYPICAL VENT PENETRATION �WP-5.02 SCALE: 3"=1'-0" ARCH REF: 3 WP-5.02 SCALE: 3"=V-0" ARCH REF: WP-5.02 SCALE: 3"=11-0" ARCH REF: WP-5.02 SCALE: 3"--7.1'-0" ARCH REF: � . tCs W Ow W W a' 2 cc () a) O O � c, I co -� Wz ® WCZ CM OC/) c:2 � FOR CONSTRUCTION 1 DRAWN BY: JL, SH, JR CHECKED BY: CRM SCALE: AS NOTED original sheet size 24 x 36 ...} (PROJECT NO: 20 10.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: SPECIFICATIONS, THESE NOTES,AND ANY SITE CONDITIONS SHALL BE REPORTED IN 1. METAL PLATE CONNECTED TRUSSES SHALL BE DESIGNATED AND MANUFACTURED IN ACCORDANCE WITH "DESIGN ABBREVIATIONS N A TIMELY MANNER TO THE SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES", TPI-24 AS PUBLISHED BY THE TRUSS ARCHITECT/ENGINEER DESIGN TEAM, WHO SHALL RESPOND TO ANY DISCREPANCY IN WRITING. ANY WORK DONE BY THE PLATE INSTITUTE AND SHALL BE DESIGNED FOR THE FOLLOWING MINIMUM LOADS: AB ANCHOR BOLT HT HEIGHT �/'� CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S OWN RISK. TOP CHORD =25 PSF LIVE LOAD ABT ABOUT IN INCH OR INCHES �+ 2. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH = 10 PSF DEAD LOAD AC ASPHALTIC CONCRETE LBS POUNDS w ANY WORK OR FABRICATION. BOTTOM CHORD = 10 PSF LIVE LOAD (NON-CONCURRENT) ACI AMERICAN CONCRETE INST. LG LONG 3. THE CONTRACTOR IS RESPONSIBLE FOR ALL DEMOLITION AND CONSTRUCTION METHODS, TECHNIQUES, SEQUENCING,AND = 5 PSF DEAD LOAD ADD'L ADDITIONAL LL LIVE LOAD SAFETY REQUIRED FOR THE WORK. APPROX APPROXIMATE MAX MAXIMUM TOTAL LOAD =45 PSF +SELF WEIGHT 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 (n CO 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 CO DZ THE STAMP OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF PROJECT'S LOCATION TO THE ENGINEER-OF- BP BASE PLATE MISC MISCELLANEOUS 1 THE EXTENT SHOWN. CO = 0, 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON DRAWINGS AND IN THE FIELD. COORDINATE RECORD FOR REVIEW. BLDG BUILDING NIC NOT IN CONTRACT LOCATIONS OF OPENINGS THROUGH FLOOR, ROOFS AND WALLS WITH ARCHITECTURAL PLANS. NOTIFY OWNER'S 3. THE TRUSS MANUFACTURER SHALL SUPPLY ALL HARDWARE,ANCHORAGE,AND METAL SEATS REQUIRED,AND SHALL BM BEAM NO OR# NUMBER < REPRESENTATIVE OF ANY DISCREPANCIES. DESIGN AND INDICATE BRACING REQUIRED TO BE SUPPLIED BY THE GENERAL CONTRACTOR. BOT BOTTOM NOM NOMINAL 4. LOWER CHORDS SHALL BE CAMBERED TO PROVIDE FOR DEAD LOAD DEFLECTION AT GYPSUM BOARD CEILING. . Q CENTERLINE NTS NOT TO SCALE 7. DETAILS SHOWN ON THE DRAWINGS ARE INTENDED TO APPLY AT ALL SIMILAR CONDITIONS AND LOCATIONS. CLR CLEAR OC ON CENTERS 8. DO NOT SCALE INFORMATION FROM STRUCTURAL DRAWINGS. 5. ALL CONNECTION PLATES SHALL DEVELOP THE FULL STRESS IN MEMBER WITH A MINIMUM TRANSFER AT ANY MEMBER OF COL COLUMN PGF POUNDS PER CUBIC FOOT F-9. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS, FLOOR ELEVATIONS, SLOPES& RECESSES. 2000 LBS. AND MINIMUM SIZE OF PLATES OF 3"X 5 CONC CONCRETE PLCS PLACES W 0 6. TRUSS SUPPLIER SHALL REVIEW ALL OF THE TRUSS, BRIDGING, HANGER, BLOCKING AND WEB STIFFENERS REQUIREMENTS CONT CONTINUOUS,CONTINUITY I?., PL PLATE `J DESIGN CODE: AND ALL CONCENTRATED LOADS PRIOR TO TRUSS FABRICATION. CONT'D CONTINUED PSF POUNDS PER SQUARE FOOT 1. 2009 INTERNATIONAL BUILDING CODE/2010 OREGON STRUCTURAL SPECIALTY CODE DB DROP BEAM PSI POUNDS PER SQUARE INCH ® ILI o 2. ASCE 7-08 SAWN FRAMING LUMBER: DET DETAIL PT PRESSURE TREATED a C•I 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 .. I..1111-1 0 EDITION AVAILABLE. GRADES: DIM DIMENSION REINF REINFORCING ® Ct 4. DESIGN LOADS: STUD, PLATES, HEADERS, BLOCKING = HEM-FIR STUD GRADE DWG DRAWING REQ'D REQUIRED z DWL DOWEL RET W RETAINING WALL Z U _ ROOF(SNOW LOAD) 25 PSF 2x&4x BEAMS = DF-L NO. 2 EA EACH REV REVISION LL,I FLOORS 40 PSF 6x BEAMS, POSTS = DF-L NO. 1 EF EACH FACE SCHED SCHEDULE n J r.t WIND 100 MPH (EXPOSURE B), BUILDING CATEGORY II 2. ALL 2x LUMBER SHALL BE S-DRY, U.N.O. ELECT ELECTRICAL SHT SHEET v SEISMIC DESIGN CATEGORY D1, SITE CLASS D 3. DOUBLE ALL JOISTS UNDER ALL PARALLEL PARTITIONS. ELEV ELEVATION SIM SIMILAR LLJ i . i D R= 6.5, Ss= 0.942, 51=0.339 4. PROVIDE SOLID BEARING BELOW ALL 2ND&3RD FLOOR POSTS ALIGN &MATCH POST BELOW W/POST ABOVE. EQUIP EQUIPMENT SPECS SPECIFICATIONS �J 1�.� 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 (E) EXISTING STIFF STIFFENER 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. EXIST EXISTING STL STEEL 3. STRUCTURAL FILL SHALL CONSIST OF CLEAN WELL-GRADED SAND, SAND AND GRAVEL, OR CRUSHED ROCK. 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. OF CONCRETE, PSI TOC TOP OF CONCRETE cn 0 10. REFER TO DETAIL 1/S7.0 FOR TOP PLATE SPLICE CONDITION. FCO FLOOR CLEANOUT TOS TOP OF STEEL 5. STRUCTURAL FILL SHALL BE COMPACTED TO 95/o OF THE MAXIMUM DRY DENSITY AS OBTAINED BY ASTM MODIFIED 11. REFER TO DETAIL 2/S7.0 FOR FRAMING OF TYPICAL OPENING. FD FLOOR DRAIN TS TUBE STEEL PROCTOR. 12. BALLOON FRAMED JOISTS SHALL BE SPACED AT 1'-0" O.C. FDN FOUNDATION TYP TYPICAL 6. ALL FOOTINGS SHALL BE A MINIMUM OF 1'-6" BELOW FINAL GRADES. PRESSURE TREATED (P.T.) LUMBER: FLR FLOOR UBC UNIFORM BUILDING CODE 7. BOTTOM OF FOOTINGS SHALL BE STEPPED FROM ELEVATION TO ELEVATION AT 2'-0" HORIZONTAL TO 1'-0"VERTICAL 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 STEPS. FS FAR SIDE VERT VERTICAL 8. DO NOT EXCAVATE GREATER THAN A 2:1 SLOPE BELOW FOOTING. SBX/DOT CHEMICALS, WHICH ARE NOT INJURIOUS TO THE UNCOATED STEEL,ARE USED IN THE TREATMENT FT FOOT OR FEET W OR W/ WITH OF THE SILL PLATE. FTG FOOTING CONCRETE (CAST IN PLACE): 2. PROVIDE PRESSURE TREATED (P.T.) LUMBER AT ALL MEMBERS IN CONTACT WITH CONCRETE OR MASONRY. GA GAUGE 3. PROVIDE PRESSURE TREATED (P.T.) LUMBER AT ALL MEMBERS PERMANENTLY EXPOSED TO OPEN AIR CONDITIONS. GALV GALVANIZED N 1. ALL CONCRETE SHALL BE NORMAL WEIGHT AND SHALL DEVELOP A MINIMUM 28 DAY LABORATORY CURED ��. N -� 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 "� HGR HANGER ® U ` rn N N. 2. CONCRETE FORMS, MIXING, PLACING,AND CURING SHALL CONFORM TO ACI MANUAL OF CONCRETE PRACTICE, LATEST HORZ HORIZONTAL t:. o EDITION AND SPECIFICATIONS. SHEATHING: 3. CONCRETE SHALL HAVE A MAXIMUM SLUMP OF 4 INCHES. 1. ALL SHEATHING SHALL BE, HS HIGH STRENGTH I®I 4 APA RATED WITH EXTERIOR GLUE AND PANEL IDENTIFICATION INDEX. HSB HIGH STRENGTH BOLT � �' r.,,.„,---,.. � b 4. CONCRETE SHALL BE PLACED IN ONE CONTINUOUS OPERATION. PANEL THICKNESS AND IDENTIFICATION INDEX SHALL BE AS FOLLOWS: .: , 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 ;f o THE DRAWINGS. B) 2ND FLOOR =3/4" NOMINAL, 2 " INDEX 48/`4 ""� `• =�° � 0 3RD FLOOR =3/4" NOMINAL, INDEX 48/24 C+..� I o a REINFORCING STEEL: C) WALLS = 7/16" NOMINAL, INDEX 24/16 2. FLOOR AND ROOF SHEATHING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS AND END � - 1. REINFORCING BARS SHALL BE NEW BILLET STEEL AND SHALL CONFORM TO: � o ASTM A615 GRADE 60 FOR ALL REINFORCEMENT. JOINTS SHALL BE STAGGERED. ` 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. :',:-.1-'',:.; M 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. 4. PROVIDE EXTERIOR GRADE SHEATHING AT ALL LOCATIONS PERMANENTLY EXPOSED TO OPEN AIR CONDITIONS. ,� f: 1)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 °N NAILING AND FASTENERS: v� M AND COATINGS OF ANY MANNER THAT WILL REDUCE BOND. ALL REINFORCEMENT SHALL BE CONTINUOUS WITH , W o ADEQUATE LAPS. 1. NAILING INDICATED ON PLANS AND DETAILS ARE "COMMON" NAILS. MINIMUM FRAMING NAILING SHALL CONFORM TO �,• 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 BARS ADJACENT TO EARTH SHALL BE SUPPORTED BY CEMENT MORTAR CUBES. OF NAILS OTHER THAN to IS NOT PERMITTED WITHOUT PRIOR APPROVAL. `�' ° 6. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT: 2. POWER DRIVEN NAILS OTHER THAN "COMMON" IS NOT PERMITTED WITHOUT PRIOR APPROVAL. �" A) CONCRETE CAST AGAINST EARTH = 3" 3. ALL FASTENERS SECURED TO PRESSURE TREATED LUMBER OR PERMANENTLY EXPOSED TO OPEN AIR CONDITIONS SHALL B) CONCRETE EXPOSED TO EARTH OR WEATHER BE HOT-DIP GALVANIZED. #5 AND SMALLER= 1Y" 4. SHEATHING NAILING SHALL BE AS FOLLOWS: 3‘,' r ��(C) CONCRETE NOT EXPOSED TO EARTH OR WEATHER � GI NE-4-4) � A) : ::R:::::ASSUPPORTS AMS AND COLUMNS = "#6 AND LARGER =2" B -- 8d AT 6" O.C. AT ALL PANEL EDGES 7 • i 61; - . 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 SPACING TO HORIZONTAL REINFORCING. C)WALL SHEATHING = BLOCK AL EDGES WITH 2X4 FLAT, NAILING AS INDICATED ON DRAWINGS 8. REINFORCEMENT SPLICES, SHALL BE 44 DIA. (24" MIN.) LAPS. t!� OREGON 5. ALL BOLTED CONNECTIONS SHALL BE MADE WITH MACHINE BOLTS (MB) CONFORMING TO ASTM A307. ALL BOLTS AND ,' `�!�Y 15 1g$� Q' 9. UNLESS NOTED OTHERWISE, PROVIDE SHRINKAGE&TEMPERATURE REINFORCEMENT IN ALL SLABS. LAGS SHALL BE INSTALLED WITH STANDARD WROUGHT WASHERS, UNLESS NOTED OTHERWISE. C"C �� 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 N J. E AS MANUFACTURED BY SIMPSON COMPANY. ALL HARDWARE IS TO BE FASTENED PER MANUFACTURER'S SPECIFICATIONS, MANUFACTURED JOISTS: U.N.O. EXPIRES'12-31-2011 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 r MANUFACTURED BY OTHERS SHALL BE CONTACTED FOR DESIGN & DETAILING OF EPDXY ANCHOR PRIOR TO ANY WORK BEING COMPLETED. ALL EPDXY WORK o 2. ALL BEAMS DESIGNATED "PSL"SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS: SHALL BE SUPERVISED BY A SPECIAL INSPECTOR,AND INSTALLED AS RECOMMENDED BY THE MANUFACTURER. 2 Q w Fb=2,900 psi, v=328 psi, 8. SILLS AT WALLS SHALL BE BOLTED TO CONCRETE WITH 1/2" DIAMETER X 10" LONG ANCHOR BOLTS WITH < U co o F - E=2.0 MILLION o Y4"x 3"x 3" PLATE WASHER BETWEEN SILL PLATE AND NUT AT 4'-0" O.C. MAXIMUM AND WITHIN 1'-0" OF SILL PLATE 3. ALL BEAMS DESIGNATED "LSL" SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS: ENDS, CORNERS OR SPLICES, UNLESS DETAILED OTHERWISE. o 0 Fb=2325 psi, Fv=460 psi, E=1.55 MILLION z 4. JOIST SUPPLIER SHALL SUBMIT DESIGN CALCULATIONS BEARING THE STAMP OF A REGISTERED PROFESSIONAL ENGINEER 0 w Lii F IN THE STATE OF THE PROJECT TO THE ARCHITECT/ENGINEER FOR REVIEW. LEGEND AND SYMBOLS wo v o 5. TRUSJOIST SHALL SUPPLY JOISTS, BRIDGING, HEADER HANGERS, BLOCKING, NOTCHED PLATES AND OTHER ACCESSORIES ° NECESSARY FOR THE PROPER ERECTION &PERFORMANCE OF THEIR PRODUCT. 0 6. TRUSJOIST TRUSSES&JOISTS SHALL BE ERECTED AND BRIDGED IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS m AND SPECIFICATIONS. 0 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: m FLOOR LIVE LOAD = 40 PSF © ROOF SNOW LOAD = 25 PSF + NON-BEARING WALL ELEVATION VIEW co 0 9. CONTRACTOR TO VERIFY ALL WEIGHTS AND LOCATIONS OF CONCENTRATED LOADS DUE TO ROOF TOP MECHANICAL VP a UNITS, MECHANICAL PIPING, ELECTRICAL UNITS, FOLDING PARTITIONS,AND OTHER CONCENTRATED LOADS PRIOR TO E= JOIST FABRICATION. SHEET WHERE DRAWN z z o O 10. CAMBER ALL JOISTS AS PER MANUFACTURER'S RECOMMENDATIONS. - INDICATES HOLDDOWN ANCHOR i_ 0 11. JOIST SUPPLIER SHALL INSPECT ALL THE JOISTS, BRIDGING, HANGERS, BLOCKING, WEB STIFFENERS,AND ALL OTHER TYPE AND LOCATION v O ACCESSORIES TO ASSURE THE INSTRUCTIONS AND SPECIFICATIONS WERE FOLLOWED AND PROVIDE THE DESIGN TEAM _ _ _ a) WITH A FINAL REPORT. FOUNDATION!STEM WALL 0 P2 SECTION LETTER o _ U 12. IF JOISTS ARE SUPPLIED OTHER THAN THOSE SPECIFIED, THE JOISTS SUPPLIED SHALL MEET OR EXCEED THE SHEAR Zr) CAPACITY, MOMENT CAPACITY,AND STIFFNESS PROPERTIES OF THE JOIST SPECIFIED IN A SIMPLE SPAN CONDITION. SEE SHEARWALL § SCHEDULE FOR TYPE © BUILDING SECTION co � GLUE LAMINATED MEMBERS: AIL - 0 1. ALL GLUE LAMINATED TIMBER BEAMS SHALL BE DOUGLAS FIR GRADE 24F-V4 AT ALL SIMPLE SPAN BEAMS AND GRADE V SHEAR PANEL z 24F-V8 AT ALL CANTILEVER AND .r. r, - ,.,..;. SHEET WHERE DRAWN CONTINUOUS SPAN BEAMS, UNLESS OTHERWISE SPECIFIED ON THE DRAWINGS. •�'��='�<�f:< ��f��`'��"��=>�� U 2. ALL GLUE LAMINATED TIMBER SHALL BE FABRICATED IN ACCORDANCE WITH AITC 117-93 MANUFACTURING, USING DF SEE HOLDDOWN c LUMBER AND WATERPROOFING ADHESIVE. EACH MEMBER SHALL BEAR AN AITC IDENTIFICATION MARK AND BE SCHEDULE FOR TYPE ca ACCOMPANIED BY AN AITC CERTIFICATE OF CONFORMANCE. �'� °- 3. GLUE LAMINATED TIMBER BEAMS SHALL HAVE CAMBER AS INDICATED ON THE DRAWINGS. �z 4. ALL GLUE LAMINATED MEMBERS SHALL BE NOTCHED, SHAPED AND FINISHED AS PER PLANS AND SPECIFICATIONS. z ct U BREAK INDICATOR E) 0 co W cn H- o E o 0 X N 'a" SHEET NO. U W U U S 1 N 0 a_ r a_ s JOB NO. o CEN-090 / CI c 88'-0" q J' "' 20-0 16'-0" 16'-0" 16'-0" 20'-0" / / / ,l / I Cl' 1'-10- 1„ , 1„ 11-5--1" 1'-101„ 1'-10�„ w 2�� I 1'-102" 5,_32" 9,_3„ 1'-52" 5,_32„ 9'-3„ 1'-52 51-3-- 91-3" 2 2 16'-3" 2 / / 1' / / / / / / / / / / / J' / 0 I M = (31, _ _ J ® F- EE© ® SIM SIM SIM SIM © " I- 0 11 I• m 11 ® 11 �1 11 0-S6.0 S6.0 I S6.0 1 S6.0 8 8 o Z zo HE" 46) 460 (g. 416. .E. ig. 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( SIMPSON HUC46(MAX NAILING) © SIMPSON LTT19 W/" 0 x 6" LAG SCREWS SHEET NO. 12 PER DETAIL 37/S7.2 z 13 STRAP ENDS OF BEAM PER DETAIL 12/S7.0 LLI U 14 SIMPSON ECCQ5-6 S2 7 SIMPSON AC6 0 15 SIMPSON HUC414 28 SIMPSON LBV1.81/14 a. ,/ EXTEND WALL SHT'G THROUGH PERPENDICULAR I� 6 WALL PER DETAIL 16/57.1 9 INFILL WALL AS NEEDED E I JOB NO. ® R_... ..__._- _. .. __ . CEN-090 � CL � Cl) w � 20'-0" # 16'-0" / 16'-0" 16'-0" 74 20'-0" / 1'-101" 1 . '2 16-3 4 9' 3" .. 3_84" 9'_3.. 3-7 0 9. 3.. ..11 11 -102 16'-3" 2/ )9/ / / /� y / J9/ y / / /— c� = •th Z Q OI- ( I— I I � f I F I i 1 z__, \ E) O SSW21 x7 SSW21 x7 L Lil N SSW21x7 SSW21x7 , I„_TEMPLATE W/ TEMPLATE W/ TEMPLATE W/ TEMPLATE W/ (n AN C ®R SC U L E ANCHOR BOLT ANCHOR BOLT I I ANCHOR BOLT ANCHOR BOLT Q V PER SCHEDULE PER SCHEDULE PER SCHEDULE PER SCHEDULE ® Z T L Z V 1 SS B28L O 3 r• I o o © ©,'0 SSTB24 I 10 f''' s/®l/ . ICJ�3 1" SSWAB HS I_ I ' _F- Elti I I L _�1 7I J 3 7 ® /4 0 SSWAB HS 1(2) 2 x SILL x ILL . (2)2 x SILL 5 7 „ PLATE (2) 2 S PLATE/8 0 THREADED ROD / PLATE /TOW TOW TOW I TOW© 1" 0 THREADED ROD 192.207 192.207 191.107 191.107 - 07 1%"" 0 THREADED ROD ` : I I 81., 71.. g1„ N 2 4 2 2'-81,I 71,, �, 63„ 2._81, 71„ o U '. ° N•4 /4y //'� --11 4 / 4 /4y M 3 1 .. D O I 1.' 3.. •,84" 2._8.. 74' 0 I j4 2'-8.. 84 ;--.1 o l..: ej I VJ p U _1 H 1 1---- ---] - _ „; :.,.... .•� _ v, (2) 2 x SILL (2)2xSILL (2) 2xSILL I ///��PLATE ' I PLATE PLATE © •-- lc n M I 1 11 .., o N(z) 2xSILL 1 (2) 2 x SILL N tc) M PLATE PLATE W o VERE I c..: I s 1 S1 UCT�,RA p Cci ROT r-- , I ��• 12 320 9 II II � SY":7;,..,, . i '‘,,.. .40v- -.iAAAKA.p.r..--- I j1 OREGON =ve(Y15,10,,) �I f: �2 2 x SILL 2 C" - 0 ( ) \ (2)2 x SILL (2) 2 x SILL (2)2 x SILL I N J. E PLATE _ PLATE PLATE fi.. 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Ii JOB NO. 0 CEN-090 KEY NOTES BEAM SCHEDULE POST SCHEDULE q 4x4 2 2x6TRIMMER CO SHEAR WALL SCH E®U L E 1O SIMPSON CMST12 x AS SHOWN PER DETAIL 10/S7.0 17 2 x 6 DECKING SECURED TO EA JOIST W/(2) 16d NAILS Q (2)2 x 8 15 5Y2 x 14 PSL(FLUSH BM) O H (2) 2 x 6 TRIMMER M (2) Z „ ,� 12" O 1 2x6KING O 6x6KING 2 SIMPSON CCQ66 18 (2) SIMPSON SDS SCREWS Y4 0 x 4Y2 @ 12 O.C. ® 4 x 6 O < LLi SILL PLATE: O ® 2 (2)2 x 10 16 5Y8 x 10Y2 GL(DROP BM) SHEAR WALL INFORMATION @ CONC. RIM JOIST COMMENTS D ® SIMPSON ACE6 1 g SIMPSON LUS26 @ EA JOIST 0 6 x 6 I (2) 2 x 4 TRIMMER N (2) 2 x 4 TRIMMER 0 JOIST OR BLK'G CONDITION 6 x 6 DF#1 O (1) 2 x 4 KING O (3) 2 x 4 KING @ ® SIMPSON ACE4 20 POSTS FOR HANDRAILS. REFER TO DETAIL 34/S7.2 O 4 x8 17 4x 6 O A %°APA RATED SHT'G ONE % x 10 AB s@ SIMPSON LTP4 @ 3 2 2 x4 (3) 2 x 4 v CO Nr- SIDE W/8d NAIL 39" OC (EMBED 7") ® SIMPSON HUC48 21 SIMPSON ABA46 W/WEDGE-ALL 1/4 x 14 TS/LSL (FLUSH 0 O J O 0 (1) 2 x 6 TRIMMER = i•-- S @6 OC 24 OCRIMJOIST SEE NOTE 1, 2 0 3Y8x9GL 18 EDGES & 12" OC FIELD 16d 6" OC SIMPSON LGT3 ALL BM) (1) 2 x 6 TRIMMER K (2) 2 x 6 (3) 2 x 6 KING z- = 4:3!„) ,� @ TO PLATE BELOW ® 22 SIMPSON ABA66 W/WEDGE A 1 1 O (2) 2x 6 KING 6 x 6 DF#1 B Y"APA RATED SHT'G ONE Y2 X 10 AB s @ SIMPSON LTP4 @ ALL MEMBERS PERMANENTLY EXPOSED TO OPEN AIR DIAPHRAGM SHALL BE BLOCKED AT HATCHED AREA O 3/$x 10/2 GL 19 5Y$x 16Y2 GL (FLUSH BM) L (1)2 x 6 TRIMMER O G CQ lir SIDE W/8d NAILS 4" OC 12" OC (EMBED 7") 16" RIM JOIST SEE NOTE 1 2 3 ® CONDITIONS SHALL BE PRESSURE TREATED LUMBER „ G (3) 2 x 6 O 6 x 6 KING „ @ OC JO ST 23 W/8d NAILS @ 2Y2 O.C. EDGES, 12 O.C. FIELD. 6 5� x 12 GL (DROP BM) 20 5 x 15 GL 24-V8 O ) u) EDGES & 12 OC FIELD 16d @ 4" OC TO PLATE BELOW 8 O O Y8 ( ) O Y8 ( ) I, � 1 �� 12" DIAPHRAGM SHALL BE BLOCKED„@ HATCHED AREA FRAMING AT ADJOINING PANEL EDGES SHALL BE 2 2x ® �. Y APA RATED SHT G ONE Y2 x 12 AB's @ SIMPSON LTP4 @ ® WJ 8d NAILS @ 6" O.C. EDGES, 12" O.C. FIELD MIN & NAILS SHALL BE STAGGERED 3Y x 14 TS/LSL FLUSH GIRDER TRUSSES u SIDE W/8d NAILS 2" OC 12" OC (EMBED 7") 9" OC RIM JOIST SEE NOTE 1, 2, 3 4 DIAPHRAGM SHALL BE BLOCKED AT HATCHED AREA O 2 ( 21 O @ ® HEADER SHALL EXTEND OVER SHEARWALLS 24 BM) BY OTHERS � � EDGES& 12" OC FIELD ;;: @ 3" OC TO PLATE BELOW ® W/8d NAILS @ 6" O.C. EDGES, 12" O.C. FIELD O. BALL FRAMED WALL. PROVIDE WALL STUDS WALL IDENTIFICATION EACH UNIT HAS BEEN ENGINEERED Q Y° � 12"AB's 10 SIMPSON HUCQ412 BALLOON ®8 (2) 2 x 4 22 2 x 8 LEDGER D APA RATED SHT G BOTH @ SIMPSON LTP4 @ 25 „ IllirSIDES W/8d NAILS @ 4" OC 12" OC (EMBED 7") 8" OC RIM JOIST SEE NOTE 1, 2, 3, 4 11 ALIGN FLOOR JOIST WITH SHEARWALL ® @ 12" O.C. FLOOR TRUSS BY TO BE STRUCTURALLY INDEPENDENT 0 N EDGES& 12" OC FIELD 16d @ 3" OC TO PLATE BELOW SIMPSON LTT19 W5/8" 0 x 6" LAG SCREWS O (2)2 x 12 OTHERS GOOD FOR AL OF ADJACENT UNITS L Liu � �� "x 12" 12 SIMPSON HUC46 (MAX NAILING) 26 23 Ie.LJ Y2"APA RATED SHT GBOTH /2 AB s @ SIMPSON LTP4 @ PER DETAIL 37/S7.2 380 PLF WIND HOEDOWN LOCATION �IV�, „ ,I 13 STRAP ENDS OF BEAM PER DETAIL 12/S7.0 10 5Y8 x 22Y2 GL (24-V8) (DRAG LOAD) z 7 OC EMBED 7 :::. ...::::::::::::: . lip- I ( ) - SHEAR WALL SIDES WJ 8d NAILS 2 OC 5 RIM JOIST SEE NOTE 1 2 3, 4 f'" `""""""'`''`'````` '`'"'" @ OC JO S 27 SIMPSON AC6 .._..... EDGES & 12" OC FIELD 16d @ 2" OC TO PLATE BELOW „ 4 x 10 ::a:f:??:r?:T?:: If?:?f f:f:: :: ::`:`:J:;: C) 14 SIMPSON ECCQ5-6 11 2x8 @16 O.C. 24 CD © 3/4" 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE 15 SIMPSON HUC414 28 SIMPSON LBV1.81/14 BEARING WALL -� lir SSW12 x 7 END (EMBED 12" INTO FTG) N/A OR HEADER W/(4) SDS @ 2 x 6 @ 16" O.C. 25 6x 12 < EXTEND WALL SHT'G THROUGH PERPENDICULAR N/A y4"x 3Y2 SCREWS. SEE 16 WALL PER DETAIL 16/S7.1 O. INFILL WALL AS NEEDED 14" FLOOR TRUSSES NOTE 5 ® _ NON-BEARING WALL :IC m 13 gY OTHERS 26 3Y$x 12 GL (DROP BM) 1 0 SIMPSON SSWAB HS EA @ ATTACH TO TOP PLATE ROOF TRUSSES 1r© SSW15 x 7 END (EMBED 14" INTO FTG) N/q 14 OR HEADER W/ 6) SDS( O BY OTHERS NJA Y4 x 3Y2 SCREWS. SEE NOTE 5. 1" 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE 1 1r© SSW21 x 7 END (EMBED 14" INTO FTG) N/A OR HEADER W/ 12 SDS 33 Aft ( ) iik 33 , 33 N/A Y4"x 3Y2 SCREWS. SEE 000 S7.2 O D S7.2 Q40O OeWY VP ��© S7.2 NOTE 5 A 1" 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE - -' - __ _ - .: _ �_ SSW24 x 7 END(EMBED 14 INTO FTC) N/q OR HEADER W/(14) SDS ►< _: = �- lir N/A Y4"x 3Y2 SCREWS. SEE ■ © o Is @ O NOTE 5. © C O © 33 NOTES: 1 3S S7.; `' `�'1.Y4"x 3"x 3" STEEL PLATE WASHER REQUIRED AT EACH ANCHOR BOLT BETWEEN SILL PLATE AND NUT. S7.2 11 00 ® ..q ©�I ® , .Off o V "' o N„ �O ® N 2. IF AB SPACING IS GREATER THAN SHEAR WALL LENGTH INSTALL (1)AB WITHIN 12 OF EACH WALL END. ® _ �3. FRAMING AT ADJOINING PANEL EDGES SHALL BE (2) 2x MIN, FASTEN TOGETHER W/ 16d 6" 0.C.AND NAILING OF 0 " " ® �" t ADJOINING WALL r 27 SIM; SIM SIM : SIM �i •• SHT G ARE TO BE STAGGERED. ,c a ® -�27 6 ® 6 ®�� /1 I ® 6 4. , 4. PROVIDE (2) 2x MIN SILL PLATE AND CHANGE SILL PLATE NAILING FROM 16d COMMON NAILS TO 20d BOX END NAILS. S7.1 57.1 S7 0 S7.0 � "� :� . �VERIFY SPACING OF ANCHOR BOLTS. 0 COQ S7.0 ® ®5. PROVIDE 2 #4 DOWELS W/STANDARD HOOK EA HOLDD WN B LT. 9 ® © '��" © O. 'I �i: Ali , ..., ., , _ D ....____IIIMMIMISIIIMIIIIIIIi1111■11111111•1111■••■m "' p :)..). ►�i��l ,6::-:•w<:<w.:..........rF:r:r:r:. .. �, „:[y�,z- ..F�, :.�� tr'�C:;:::::.r::.:%%.::............ •:f{• :�r.c .r,�11 w��■ �-�� :f; - 0 If ::ND Ak rAriim (E) et 0 .,. '') 7 © © 13 0 0 © O O 0 0 r 3 1 \ id■ D O. v 0 o �• �o _= = ,:,: ..::: ,/), g 6 x N 1 : O N TYPU 0 --:1; HOEDOWN SCHEDULE TYP,UNO O : O 57.0 N• v ® v v ® v 11 O :: r ,N1 Igo - v) TYPUNO p 0 HOLDOWN ATTACHMENT COMMENTS TYP UNO ® ' 20 " N O S7.1 LI � .... a. ilk 0 0 VI <.it •TYP, UNO NV is 0 Ak NOT REQUIRED NA NA I 0 0 �,D PROF:,,,, !`~ SIM OPTIONAL �� GI NE f/ Alk SIMPSON SSTB24 ANCHOR EMBED 20%" INTO PROVIDE#4 DOWELS OPTIONAL SIM \ E 10 10 12 320 9 lir SIMPSON HITS FOUNDATION. NAIL STRAP TO DOUBLE STUDS W/ W/STANDARD HOOK � ( S 7.0 (26) 10d COMMON NAILS. @ EA HOLDDOWN BOLT ` S7.0 Q 7Y�fM 4. /) y J C-40 . <; >`I,,,i SIMPSON SSTBL28 ANCHOR (�/$ 0 THREADED ROD W/ `. ( g O 0 8 OREGON .� STD NUT AT EMBEDDED END,AT INTERIOR SHEARWALL) PROVIDE (2)#4 DOWELS 1, 7.0 _ 3 11 `- I`< S7.0 �' C� �� Q' Ak EMBED 24%" INTO FOUNDATION)8"AT INTERIOR :.„, > Y 15,19 �` s WJ STANDARD HOOK e O c� :v SIMPSON HDQ8 SHEARWALL. SCREW STRAP TO (3) 2x STUDS W/ ;; M- ; _ -: =" �- 'M N J. E © @ EA HOLDDOWN BOLT • ,_ !.;:.. „, (20) SDS/4 x 3 SCREWS. EDGE NAIL WALL SHT G TO 0 3-6 4 0 O ® © O O 1; -f:. 0 p Op p Q EACH 2x PER DETAIL 5/S6.0 &SHEARWALL O ®m © " EXPIRES 12-31-2011 SCHEDULE. (3)2x SHALL BE FULL HEIGHT&SECURED t Q 9 -. . TOGETHER WJ 16d NAILS @ 6" O.C., EA SIDE. , 9 E S7.0 9 FF o II .11, AL SIMPSON SSTBL28 ANCHOR EMBED 24�/ INTO PROVIDE (2)#4 DOWELS >:.<' 0 0 \ 0 0 FOUNDATION. SCREW STRAP TO 6x6 DF-L POST, MIN, WJ .'SIMPSON HDQ8 W/STANDARD HOOK .<. �• < U ivi!: O •• 21 :. 21 o:,:, Vr (20) SDS Y4 x 3 SCREWS. @ EA HOLDDOWN BOLT ® © 21 ' ; f ° o r_; I z z in 1" DIA THREADED ROD W/STD WASHER @ PROVIDE (2)#4 DOWELS :::;;II,i F E 0 di MBEDDED END. PROVIDE (1) STD NUT EACH SIDE OF W/STANDARD HOOK - LIJ WASHER&MASH THREADS ABOVE& BELOW NUTS. @ EA HOLDDOWN BOLT 0 1 AIL 17 ` SIMPSON HDU14 `` 4 12" MIN EMBEDMENT INTO FTG BELOW STEM WALL. .%..; © N OPEN OP N ® o o U o lib „, Yom,_ ;. -=y,,.,�;••... _ ,,,,� ��4 - �„�^., N • - _ w �. SECURE HOLDDOWN TO 6x6, DF LPOST WJ ® - •• , 36 SDS x SCREWS. ' F ( ) Y4 ZY2 24 Mr ii:.. OPEN O „ PROVIDE E 2 #4 DOWELS :r,•• 0 1 DIA THREADED ROD O 24 my `` D W/STD WASHER 0 S HER EMBEDDED END. PROVIDE (1) STD NUT EACH SIDE OF ::1 , W/STANDARD HOOK ,.... Ispy24 r CO _o O WASHER&MASH THREADS ABOVE& BELOW NUTS. @ EA HOLDDOWN BOLT f'> © © `> SIMPSON HD19 %�`<l � Y ,� - � ��'°:iii 2" MI N -0 v p7 1 N EMBEDMENT INTO FTG BELOW STEM WALL. �'� - • v SECURE HOLDDOWN TO 6x6 DF-L POST W/ 5 1" DIA -- S7.0 011 ,l A307 BOLTS. it as 21a ~y - ,:r. z E :!.::: ,o (17)- 16d NAILS @TOP INTO DBE. STUDS& WRAP AND NAIL STRAP TO _ O 20 I o ::•: � O SIM a SIMPSON MST48 (17)- 16d NAILS @ BOTTOM INTO DBE. STUDS BM/HDR BELOW PER 11/57.0 a 38 a _ a 26 °~-- o ilk o o BELOW. (CENTER STRAP ON FLOOR CAVITY) & 12iS7.0 IF APPLICABLE l0 ° MThlr U ~ AS 21 w 0 cu (24) 6d NAILS @ OP INTO DBL. STUDS& WRAP AND NAIL STRAP TO » `' O o - '- - SIMPSON MST60 (24)- 16d NAILS @BOTTOM INTO DBL. STUDS BM/HDR BELOW PER 11/S7.0 O ,; a a „_ e /� © BELOW. (CENTER STRAP ON FLOOR CAVITY) & 12/S7.0 IF APPLICABLE © ,: D ® �� © O CO � © O • { -' r,'-f- - 0 co (17)- 16d NAILS TOP AND BOT FOR EA STRAP INTO WRAP AND NAIL STRAP TO .:'';::: Mith.441 - © .; ,� %�r:..; ;, ;': : g AL 2 SIMPSON � 3, .v.:. .. ...........:.......:<..,..::: � 9..::.:..-� �.,........ �� :..:,<::.:::: ,(:.:.. � .:::.::.. .....r........ ... :. ....... ....r rFrirt..r . • !:Al.. __ �......:.:....-......1..:.........:. .{ - _. : rf...... F....n........ - : :.�.•r:��::n. "d...:..�� ,. \ r. /t. �..r..r...�:��............�'k_ t��.:. ..Y��....n..6'-...t. :xil•.�!.•'..:w.::. fr{�.:..:<... / �. - / �, :� .d.6x6 POST. STAGGER STRAPS ON OPP ITE IDES OF ...... .......:...........,�._,..�..,.;. .--.._:� :�..:. ,�, :,; ::1:;; r t: �,;fr ; .�, : ;:.tt:..:OS S BM/HDR BELOW PER 11/S7.0 4'..,:.::.:'T.�::.:�-j.+:-... • - -• :1..,,: - - t � .. co 8 ;:;;;;: ;:, ; � ,:;� �::;:/t - o POST AND CENTER STRAP N FLOOR CAVITY '':•: • :: : .- S 0 0 C & 12/S7.0 IF APPLICABLE :i3 r� ::::•:: Ft :: : . !::: c� .rf:•::o •- °a F (24) 16d NAILS @TOP AND BOTTOM FOR EA STRAP WRAP AND NAIL STRAP TO ••_:... :.... ,_.� �.. :••..••-•',......,-•'- _, .T,T. � � .:: ,, � � � {.�;..>>tt:.<.,,, .::. :,.::1.<;:<.::�,:? , ..,-: Z i%.E:i',::Ki :::•!::,eft/::5• . © %) 1/: '_ a};:;:.<:..,>:..::r...::a., >w INTO 6x6 POST. STAGGER STRAPS ON OPPOSITE SIDES BM/HDR BELOW PER 11/S7.0 ""` ' ••••• •••-fF....•:ic. ''U 9 0 1 6 OF POST AND CENTER STRAPS ON FLOOR CAVITY & 12/S7.0 IF APPLICABLE Q © " © < ;: .: .. _,...f; . F. Q � � O C S7.0 � � © :: I S7.0 �© � ._ � � w NAIL TOP T STRAP _ S AND BOTTOM FOR EA S AP O r - (42)- 16d @ WRAP AND NAIL STRAP TO ► ■ , Q a. 2 SIMPSON O O © v v 10 CMST12 x 96" EA END INTO 6x6 POST. STAGGER STRAPS ON OPPOSITE SIDES BM/HDR BELOW PER 11/S7.0 r® © O © ` a \. 1 ��,�� © 1 © I • 26 0 �mv m . 3 z z OF POST AND CENTER STRAPS ON FLOOR CAVITY & 12/S7.0 IF APPLICABLE © Q TYP U LU NOTES: VTYP 0 14 ©...0 ► M O Q °' 1. DOUBLE STUDS SHALL BE LAMINATED TOGETHER W/ 16D NAILS @ 6" FULL HEIGHT(TYPICAL). 0 cn 2. PROVIDE HOLDOWN NOTED WITHIN 6" OF EACH END OF EACH SHEAR WALL SHOWN ON PLANS. ® 0 0 W i_ 3. ALL 16d NAILS SPECIFIED IN HOLDOWN SCHEDULE ARE TO BE 16d SINKERS (0.148 x 3 Y4") MIN. © O © o 0 4. IF HOLDOWN STRAP OCCURS @ BEAM OR HEADER BELOW, PROVIDE SAME STRAP @ EACH END OF 0 0 = BEAM TO SUPPORT POST AS HOLDOWN STRAP ABOVE REFER TO DETAIL 12/57.0. X � 5. HOLDOWN ANCHOR VALUES ARE BASED ON MONO POUR FOUNDATIONS ONLY. UNIT AM UNIT C UNIT � UNIT C UNIT A SHEET N0. U 6. REFER TO DETAILS 13/S7.0& 14/S7.0 FOR HOLDOWN INSTALLATION. 7. REFER TO DETAIL 15/S7.1 FOR HOLDOWN INSTALLATION. z LOT 69 LOT 70 LOT 71 LOT 72 LOT 73 w U S3 U N 0 MAIN FLOOR SHEARWALL & SECOND FLOOR FRAMING PLAN z S3 SCALE: 1/4" = 11-0 JOB NO. _ - CEN-090 0 KEY NOTES BEAM SCHEDULE POST SCHEDULE SHEAR WALL SCHEDULE j SIMPSON CMST12 x AS SHOWN PER DETAIL 10/S7.0 (I?) 2 x 6 DECKING SECURED TO EA JOIST W/(2) 16d NAILS 1 2 2 x 8 15 5Y2 x 14 PSL (FLUSH BM) 0 4 x 4 (2) 2 x 6 TRIMMER (2)2 x 6 TRIMMER c ) 12" o 0 0 o Z CO 02 SIMPSON CCQ66 18 (2) SIMPSON SDS SCREWSY&" 0 x 4Y2" @ 12 O.C. OB 4 x 6 (1) 2 x 6 KING 6 x 6 KING w SHEAR WALL INFORMATION SILL PLATE: @ CONC. RIM JOIST COMMENTS 0 (2) 2 x 10 16 5Ys x 10Y2 GL(DROP BM) Q ® SIMPSON ACE6 1g SIMPSON LUS26 @ EA JOIST C JOIST OR BLK'G CONDITION 6 x 6 O (2)2 x 4 TRIMMER O (2)2 x 4 TRIMMER � @ 6x6DF#1 (1) 2x4 KING (3)2x4 KING 0- ® SIMPSON ACE4 20 POSTS FOR HANDRAILS. REFER TO DETAIL 34/S7.2 3 4 x 8 17 4 x 6 O 1 , O O A 0 PA R / x 10 AB s A RATED SHT'G ONE 2 @ SIMPSON LTP4 @ ® SIMPSON HUC48 a ® (2) 2 x 4 0 (3) 2 x 4 0 (1)2 x 6 TRIMMER 0 CO 1r SIDE W/8d NAILS @ 6" OC 39" OC (EMBED 7") 24" OC RIM JOIST SEE NOTE 1, 2 ® 21 SIMPSON ABA46 W/WEDGE-ALL 4 3/s x 9 GL 18 1/a x 14 TS/LSL (FLUSH O BM (2) 2x6 O 3 2x6KING 12" O c ) EDGES & 12 OC FIELD 16d @ 6" OC TO PLATE BELOW ® SIMPSON LGT3 22 SIMPSON ABA66 W/WEDGE ALL F (1)2 x 6 TRIMMER 21: N". K ( ) Z O O (2) 2x F#1 C3� t 1 O 6x6D P B / APA RATED SHTG ONE Y2 �x 10"AB's @ SIMPSON LTP4 ALL MEMBERS PERMANENTLY EXPOSED TO OPEN AIR DIAPHRAGM SHALL BE BLOCKED AT HATCHED AREA O 3Ys X 10Y2 GL 19 5Ys x 16Y2 GL(FLUSH BM) L (1) 2 x 6 TRIMMER O CO lir SIDE W/8d NAILS 4" OC 12 OC (EMBED 7 ) SEE NOTE 1, 2, 3 O CONDITIONS SHALL BE PRESSURE TREATED LUMBER 1 ,t ,t (3)2 x 6 0 6 x 6 KING @ 16 OC RIM JOIST , W/8d NAILS O.C. EDGES, 12 O.C. FIELD. G �2 O EDGES& 12" OC FIELD 16d 4" OC 23 @ 6 51 x 12 GL (DROP BM) 20 5 x 15 GL 24-V8 / Y @ TO PLATE BELOW FRAMING AT ADJOINING PANEL EDGES SHALL BE (2) 2x s ( ) s ( ) 1 tt 12" , 8 DIAPHRAGM SHALL BE BLOCKED @HATCHED AREA ( ) O O Al , � t 6" 12"/ x 12 AB's ® STAGGERED ® F X"APA / MIN SHALL BE ST GG RATED SHT G ONE 2 Cap SIMPSON LTP4 W/8d NAILS 6 O.C. EDGES, 12 O.C. FIELD 1 12" OC (EMBED 7" @ @ 7 3/2 x 14 TS/LSL ( FLUSH 21 GIRDER TRUSSES �L SIDE W/8d NAILS 2" OC ( ) 9" OC RIM JOIST SEE NOTE 1, 2, 3, 4 ,� @ ,� ® HEADER SHALL EXTEND OVER SHEARWALLS DIAPHRAGM SHALL C. BLOCKED AT HATCHED AREA O BM) BY OTHERS Et I- 0 EDGES & 12 OC FIELD 164 @ 3 OC TO PLATE BELOW H 412 24 W/8d NAILS @ 6" O.C. EDGES, 12" O.C. FIELD 2 2 x 4 8 LEDGER WALL I D E NT I F I CAT I O N 10 SIMPSON UCQ O8 O 2 2 x G EACH UNIT HAS BEEN ENGINEERED O %"APA RATED HT' Y2"x 12"AB's BALLOON FRAMED WALL. PROVIDE WALL STUDS S G BOTH @ SIMPSON LTP4 D 12" OC (EMBED 7" @ 11 ALIGN FLOOR JOIST WITH SHEARWALL 5 12" O.C. TO BE STRUCTURALLY INDEPENDENT F,:),SIDES W/8d NAILS 4 ( ) 1 lirOC E @ @ 8 OC RIM JOIST S E NOTE 1, 2, 3, 4 FLOOR TRUSS BY ® W„ t, ,,,, g (2) 2 x 12 OF ADJACENT UNITS EDGES& 12 OC FIELD 16d 3 OC 5 SCREWS SIMPSON LTT19 W 0 x 6" LAG SCR S O OTHERS GOOD FOR TO PLATE BELOW O SGOO 0 @ LOW 12 SIMPSON HUC46(MAX NAILING) 26 /s 23 a HOLDOWN LOCATION � % APA RA %"x 12"AB's O PER DETAIL 37/S7.2 O 380 PLF WIND 0 © TED SHTG BOTH 2 @ SIMPSON LTP4 @ 13 STRAP ENDS OF BEAM PER DETAIL 12iS7.0 10 5Ys x 22%2 GL (24-V8) v tt 7tt OC EMBED T' ,t O DRAG LOAD <;:: ::::• :<;?:<.;:;.,,,,r>;+;>?::::.:?;•:,:>.;:::>.> SIDES ( ) :.::; ?f•;+:r:.r+:: : :....:.... SHEAR WALL S S W/8d NAILS 2 OC ) SEE ......r:...... ...............:. Z EDGES & 12" OC FIELD 16d @ 2" OC TO PLATE BELOW S NOTE 1, 2, 3, 4 SIMPSON AC6 „ 4 x 10 14 SIMPSON ECCQ5-6 .:.... .:.....::::::::.�:..:»:::::....rr:....:.r:. O 11 2x8 @16 O.C. 24 3 Aldtk /a 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE 15 SIMPSON HUC414 28 SIMPSON LBV1.81/14 BEARING WALL lir SSW12 x 7 END (EMBED 12" INTO FTG) OR HEADER W/(4) SDS - 2 x 6 16" O.C. 6 x 12 N/A ( ) t 12 @ g t, EXTEND WALL SHTG THROUGH PERPENDICULAR O N/A Ya x 3Y2 SCREWS. SEE 16 WALL PER DETAIL 16/S7.1 INFILL WALL AS NEEDED �� D 14 FLOOR TRUSSES 0 - NOTE 5 NON-BEARING WALL 13 26 3 Y x 12 GL DROP BM m tt BY OTHERS O $ ( BM) 1 0 SIMPSON SSWAB HS EA ATTACH TO TOP PLATE @ D ROOF TRUSSES lir SSW15 x 7 END (EMBED 14" INTO FTG) N/A OR HEADER W/(6) SDS 14 „ O o BY OTHERS Q N/A a x 3Y2 SCREWS. SEE LLI NOTE 5. : © 1" 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE (n VD lir SSW21 x 7 END (EMBED 14" INTO FTG) N/A OR HEADER W/(12) SDS N/A Ya"x 3Y2 SCREWS. SEE NOTE 5 A 1" 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE lir SSW24 x 7 END (EMBED 14" INTO FTG) OR HEADER W/ 14 SDS �` N/A ( ) N/A Ya"x 3Y2 SCREWS. SEE NOTE 5. NOTES: Y N - 1.Ya"x 3"x 3" STEEL PLATE WASHER REQUIRED AT EACH ANCHOR BOLT BETWEEN SILL PLATE AND NUT. 25 ® N ® U N 2. IF AB SPACING IS GREATER THAN SHEAR WALL LENGTH INSTALL (1)AB WITHIN 12" OF EACH WALL END. ® � ® �, ® � %� M 3. FRAMING AT ADJOINING PANEL EDGES SHALL BE (2) 2x MIN, FASTEN TOGETHER W/ 16d @ 6" O.C.AND NAILING OF a' o ADJOINING WALL SHTG ARE TO BE STAGGERED. 4 6 6 4 Q� O 4. PROVIDE (2)2x MIN SILL PLATE AND CHANGE SILL PLATE NAILING FROM 16d COMMON NAILS TO 20d BOX END NAILS. S7.0 S7.0 6 57 0 57.0 • VERIFY SPACING OF ANCHOR BOLTS. S7.0 0 © © f ,f a B 5. PROVIDE 2 #4 DOWELS W/STANDARD HOOK EA HOLDDOWN BOLT.0 O @ D 7 1171 O D 0 D 4) 4� >. .:. ::=:::. .... .... ..... .:.:...... .f r........:....�` \_ � � �� ............"�. ► :::•:::•::::::: :::::•:r. p, :r•:r...:.:r..:. r n:. ..f.:..nnrf..f ,�} 11,5: $�,. ..r........ ...x.r 1. ..... ..... .. :..:J../.../...:.:.O •a Q o © o 0o a © 0 1 o 0 o o © ,... o 0 0 0 0 © o0 0 ► o e o o .� 3 ,:::: , ,,, :,;:: 4 ,,. ,, :.,:: ,.:. ,i!". M 4,.:: 0 6 f. °' - I�� f'•. An, S7.0 -- ::, o N HOLDOWNSCHEDULE v i v Tw^ �„ VJ TYP, UNO. eTYP, UNO 20 I> N 2 HOLDOWN ATTACHMENT COMMENTS S7.1 r 'i �::3 ? " - ®, SIM SIM , Adk 0 NOT REQUIRED NA NA O 9 9 SiRUCTURg4 OPTIONAL S7.0 1 f' S7.0 OPTIONAL 3‘,D PRO[ AL [ SIMPSON SSTB24 ANCHOR EMBED 205 " INTO PROVIDE#4 DOWELS ® P, UNO ®TYP, UNO GiNE / / 0 s F O lir SIMPSON HTT5 FOUNDATION. NAIL STRAP TO DOUBLE STUDS W/ W/STANDARD HOOK ® ��'U S � ® � I<:: ... �. � 12.320 9,,,.,...„ . -:. .....,,.: , . " . „(26) 10d COMMON NAILS. @ EA HOLDDOWN BOLT 0 c-4,1- - , ,,,,‘,.. ..„...,...... .SIMPSON SSTBL28 ANCHOR (7/s" 0 THREADED ROD W/ r/ !NW 1 MEI I , ,, " - s tJ� OREGON STD NUT AT EMBEDDED END, AT INTERIOR SHEARWALL) PROVIDE 2 #4 DOWELS . . Ffi:• .::. �.ns..v.::r:,r,.;::.:.ri:rrr:v:r...;r,.:r.r.?. AL , •: EMBED 24/s" INTO FOUNDATION/8"AT INTERIOR fir: ® O %% �(Y 15 146 W/STANDARD HOOK SIMPSON HDQ8 SHEARWALL. SCREW STRAP TO (3) 2x STUDS W/ ==- :: /�/ EA HOLDDOWN BOLT I7 Nr (20) SDS Ya x 3 SCREWS. EDGE NAIL WALL SHTG TO @ „:.,:. .,,, J. Eta 0 A.:.:„ EACH 2x PER DETAIL 5/S6.0&SHEARWALL ..... • 1 16 • .__ � EXPIRES 12-31-2011 Q r II SCHEDULE. (3) 2x SHALL BE FULL HEIGHT&SECURED �' i _ :,.. TOGETHER W/ 164 NAILS @ 6 O.C., EA SIDE. '?+' � ® ® • ,, E,- AL SIMPSON SSTBL28 ANCHOR EMBED 2418' INTO PROVIDE (2)#4 DOWELS F =�(E) , 0 -..r ..Nr SIMPSON HD Q8 FOUNDATION. SCREW STRAP TO 6x6 DF-L POST, MIN, W/ W/STANDARD HOOK >' $' `� fir`: wf < v ° (20) SDS Ya x 3 SCREWS. @ EA HOLDDOWN BOLT . © ¢ •'i 041)11 t'' t.i LT r r 1" DIA THREADED R D <> z 0 W/STD WASHER @ PROVIDE (2)#4 DOWELS " w ?. ::,:: :r:::.. w EMBE -DDED END. PROVIDE (1) STD NUT EACH SIDE OF W/STANDARD HOOK O t': O j .z . . LL; cr ¢ L1J WASHER&MASH THREADS ABOVE& BELOW NUTS. EA HOLDDOWN BOLT `' f : , O 1 AIL OPEN{ Of�: N J Of; N-- :,OPEf�'+ Q: . , ,SIMPSON HDU14 „ @ O ¢ ;�y�0N v J e ¢ ;' u- o 0 0 0•4 12 MIN EMBEDMENT INTO FT BELOW .. TYP UNO G OW STEM WALL. m a:: z m ¢ 41).::,,,i'*. z v v .. r• CNI SECURE HOLDDOWN TO 6x6 DF-LPOST W/ 0 `` -� =- �r _ m C-Ij a' 36 D 21 ' N �� .� „( ) S S Ya x /2 SCREWS. J /"`'" E r. ;/.. .;., •._ r► ® <.:>: CO '' ¢ --- " ,€ t, GYM ¢ N : r CO PROVIDE 2 #4 DOWELS '`I m ,..„-- € I o ,; ..1 DIA THREADED ROD W/STD WASHER @ O ? - 0 riii .. , t III :: .,,,, a, EMBEDDED END. PROVIDE 1 STD NUT EACH SIDE OF W/STANDARD HOOK O € "' W/ 4 164 = # _ W/(4) 164 O EA HOLDDOWN BOLT O ® o o ::.. _ WASHER&MASH THREADS ABOVE & BELOW NUTS. @ '» ® €` : 0 t V m :: SIMPSON HD19 - ::I TOE NAILS c� c� TOE NAILS :..,::, Nr 12" MIN EMBEDMENT INTO FTG BELOW STEM WALL. 57.0 '" € EA D il 1•a SECURE HOLDDOWN TO 6x6 DF-L POST W/(5) 1" DIA EA END .. Tii A307 BOLTS. 0 .Ak (17)- 164 NAILS @TOP INTO DBE. STUDS& WRAP AND NAIL STRAP TO 0 Q ? 20 `:` v o z , , 6 SIMPSON MST48 (17)- 16d NAILS @ BOTTOM INTO DBL. STUDS BM/HDR BELOW PER 11/S7.0 RI ® _ o BELOW. CENTER STRAP ON FLOOR CAVITY 'i~ . 6 © v a (24)- 16d NAILS @ TOP INTO DBL. STUDS& WRAP AND NAIL STRAP TO O o >;:>' w a� . . . S7.0 iik SIMPSON MST60 24 - 164 NAILS BOTTOM INTO DBL. STUDS 4 O S7.0 ,.<, o ( ) @ BM/HDR BELOW PER 11/S7.0 © a O 0 I�� .....::..:.:... :@; ;: -: ,L Nr BELOW. (CENTER STRAP ON FLOOR CAVITY} & 12/S7.0 IF APPLICABLE E'== S7.0 © � Q 0 © © 0 ,� © ile Q 0 Q S7.0 17 - • CO © 0 0 � © • .. v 0 v © O III ( ) 16d NAILS @ TOP AND BOT FOR EA STRAP INTO WRAP AND NAIL STRAP TO ' I . .. ..:.....' : -i .. _ ... r... ... .. .:............, ....:... 7 2 V T T t t.�iil.+•mfr:: ?. .. E (2) SIMPSON �.. :...f........... . � r.... :.:::..... � �.. :F ................:.........r.......... ........... :.:. .... .r.r.. ..:... �$ .................................:........... .. ....r...-:...:::..:......:.:........ ..:. _ ...............?. it r. ................... ?w:h:••::.::::/.f... � .. fi f... ..F.............:.:........r... ..... ..........y, .. y,,at r r..r .....r....... ......»....n..n./. J f.. ... .. ... A ..rf......: ...::........:•w.:v::�:?•:v;._-..:.:::........,.,.r..,.., .. .. .. �y, .: ..fi.r.......r ............. :.F r... ....::... F� , Y'9 M .n f....... ..�'k ki.:::•:•.•:::::::::.r•.. : r...r: .r:.r.... Y :•:r.{?:+:+:?:•.:?•:::.»•::::»,:..•:...:.:..•...,...:....:::....:.: � 1 11■._ ...��..{:.....r... F......F. :...F...r,_..�<,......i. :::/....6a�1 1_ .�.,..{{yy,;.,.r,.., lSt�::::?• :. .A4.I 6x6 POST. STAGGER STRAPS ON OPPOSITE SIDES OF BM/HDR BELOW PER 11/S7.0 {, ,:..,,. _ . .�. , { F:,, : � .., ..... ..,. • ..,.., ........ .. m►, - - - , .∎� v E. > �►` v) 8 MST48 EA END © © © JL: r 'POST AND CENTER STRAPS ON FLOOR CAVITY & 12/S7.0 IF APPLICABLE .,; :: ,;.: "lir 40 NI/ o (24)- 16d NAILS @ TOP AND BOTTOM FOR EA STRAP WRAP AND NAIL STRAP TO O I l , 1 z (2) SIMPSON - - - O > w 9 MST60 EA END INTO 6x6 POST. STAGGER STRAPS ON OPPOSITE SIDES BM/HDR BELOW PER 11/S7.0 0 0 © O <?. '' 0 -cn OF POST AND CENTER STRAPS ON FLOOR CAVITY & 12/S7.0 IF APPLICABLE 30 el ' 30 ,<., 30 30 a (2) (42)- 16d NAILS ©TOP AND BOTTOM FOR EA STRAP WRAP AND NAIL STRAP TO S7.2 © © Qh,..1w w O INTO 6x6 POST. STAGGER STRAPS ON OPPOSITE SIDES BM/HDR BELOW PER 11/S7.0 'OPF ,; „ PP 10 CMST12 x 96" EA END -HOME iz OF POST AND CENTER STRAPS ON FLOOR CAVITY & 12/S7.0 IF APPLICABLE zz cK NOTES: a � 1. DOUBLE ST U D 4 O S SHALL BE LAMINATED TOGETHER W/ 16D NAILS @ 6 FULL HEIGHT(TYPICAL). CD M 2. PROVIDE HOLDOWN NOTED WITHIN 6" OF EACH END OF EACH SHEAR WALL SHOWN ON PLANS. 6 I `- a 3. ALL 16d NAILS SPECIFIED IN HOLDOWN SCHEDULE ARE TO BE 16d SINKERS (0.148 x 3 Ya") MIN. UNIT AM UNIT C UNIT B S7.0 UNIT C UNIT A o 0 4. IF HOLDOWN STRAP OCCURS @ BEAM OR HEADER BELOW, PROVIDE SAME STRAP @ EACH END OF - = BEAM TO SUPPORT POST AS HOLDOWN STRAP ABOVE REFER TO DETAIL 12/S7.0. LOT 71 L T 72 L L T 7 O LOT 73 x LOT 69 LOT 70 a.) 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. SHEET NO. CD 7. REFER TO DETAIL 15/S7.1 FOR HOLDOWN INSTALLATION. z 0 SECOND LEVEL SHEARWALL & THIRD FLOOR FRAMING PLAN 54 U .o A S4 SCALE: 1/4" = V-0" ct JOB NO. O CEN-090 1 KEY NOTES BEAM SCHEDULE POST SCHEDULE SHEAR WALL SCHEDULE 10 SIMPSON CMST12 x AS SHOWN PER DETAIL 10/S7.0 (71-- 2 x 6 DECKING SECURED TO EA JOIST W/(2) 16d NAILS 1 (2) 2 x 8 CI 5Y2 x 14 PSL (FLUSH BM) OA 4 x 4 (2) 2 x 6 TRIMMER (2) 2 x 6 TRIMMER 0 _ H o ® SIMPSON CCQ66 18 (2) SIMPSON SDS SCREWS Y4" 0 x 4Y2" 12" O.C. 0 4 x 6 0 (1) 2 x 6 KING 6 x 6 KING SILL o o ( ) @ 10 o W S PLATE: (2)2 x CONC. 16 5 x 10 GL (DROP SHEAR WALL INFORMATION @ RIM JOIST COMMENTS O ( ) 0 Ys Y2 G ( 0 BM) 6 x 6 Q ® SIMPSON ACE6 ®0 O. SIMPSON LUS26 @ EA JOIST 0 (2) 2 x 4 TRIMMER (2)2 x 4 TRIMMER CONDITION 0 I N _I Cl- 0 @ JOIST OR BLK G 0 4 SIMPSON ACE4 4 x 6 ® 6 x 6 DF#1 0 (1) 2 x 4 KING (3) 2 x 4 KING Yh"APA %"x 10" AB's O 20 POSTS FOR HANDRAILS. REFER TO DETAIL 34/S7.2 03 4 x 8 17 0 RATED SHTG ONE 2 @ SIMPSON LTP4 A 39" OC (EMBED 7") �, @ 5 SIMPSON HUC48 SIMPSON ABA46 W/WEDGE-ALL 1/4 x 14 TS/LSL (FLUSH CO (2)2 x 4 J (3) 2 x 4 lir SIDE W/8d NAILS 6" OC ( ) 24 SEEN NOTE o 21 /4 ( 0 (1) 2 x 6 TRIMMER �nn CO @ OC RIM JOIST O 1, 2 0 4 3Ys x 9 GL 18 0 V � �• 0 (3) 2 x 6 KING o BM) (2) 2 ( ) K EDGES& 12 OC FIELD 16d @ 6" OC TO PLATE BELOW ® SIMPSON LGT3 22 SIMPSON ABA66 W/WEDGE ALL F (1) 2 x 6 TRIMMER ( ) O �� 1 �� AB's (2) 2x 6 KING ( ) 6x6DF#1 - � B / APA RATED SHT G 4" 12 x 10 ABs @ , SIMPSON LTP4 @ 7 ALL MEMBERS PERMANENTLY EXPOSED TO OPEN AIR DIAPHRAGM SHALL BE BLOCKED AT HATCHED AREA O 3Ys x 10Y2 GL 19 5Y8 x 16Y2 GL (FLUSH BM) L (1)2 x 6 TRIMMER O lir SIDE W/8d NAILS @ 4 OC OC (EMBED 7 ) 16" OC RIM JOIST SEE NOTE 1, 2, 3 O CONDITIONS SHALL BE PRESSURE TREATED LUMBER „ „ (3) 2 x 6 0 6 x 6 KING 12" WJ 8d NAILS 2/2 O.C. EDGES, 12 O.C. FIELD. G O EDGES& 12 16d 4 23 @ o OC FIELD @ OC TO PLATE BELOW o 6 5Y x 12 GL (DROP BM) 20 5 x 15 GL 24-V8 Y DIAPHRAGM SHALL BE BLOCKED @ HATCHED AREA FRAMING AT ADJOINING PANEL EDGES SHALL BE (2) 2x o 8 ( ) o s ( ) Cn 1 $ %"APA RATED SHTG ONE /2"x 12"AB's O 6" 12" MIN & SHALL BE STAGGERED I- © @ SIMPSON LTP4 @ WI 8d NAILS @ 6 O.C. EDGES, 12 O.C. FIELD 31 x 14 TS/LSL FLUSH GIRDER TRUSSES 2" „ /2 ( SIDE W/8d NAILS 12 OC (EMBED 7") 7 21 S 2 OC 9 OC SEE 2, 3, 4 BLOCKED L.L @ ® HEADER SHALL EXTEND OVER SHEARWALLS DIAPHRAGM SHALL BE BLOCKED AT HATCHED AREA O O BM) BY OTHERS EDGES& 12" OC FIELD 16d @ 3" OC TO PLATE BELOW o 24 W/8d NAILS 6" O.C. EDGES 12" O.C. FIELD ) „ 1 „ 12" 10 SIMPSON HUCQ412 @ LL o g (2) 2 x 4 22 2 x 8 LEDGER WALL I D E N T I F I CAT I O N APA RATED SHTG BOTH /2 x 12 AB's @ SIMPSON LTP4 BALLOON FRAMED WALL. PROVIDE WALL STUDS O O EACH UNIT HAS BEEN ENGINEERED -- D @ 0 lir „ �� 25 SIDES W/8d NAILS 4 OC 12 OC (EMBED 7 ) 11 ALIGN FLOOR JOIST WITH SHEARWALL 25 12" O.C. TO BE STRUCTURALLY INDEPENDENT O 8" RIM SEE NOTE 1 2 @ OC M JOIST 2, 3, 4 0 @ FLOOR TRUSS BY EDGES& 12" OC FIELD 16d @ 3" OC TO PLATE BELOW SIMPSON LTT19 W5/8" 0 x 6" LAG SCREWS 09 (2)2 x 12 OF ADJACENT UNITS 0 N 1 ,� 12 SIMPSON HUC46(MAX NAILING) 26 23 OTHERS GOOD FOR AL HOEDOWN LOCATION W �n PER DETAIL 37/S7.2 /"APA RATED SHT GBOTH /2, x 12 AB's @ � SIMPSON LTP4 @ STRAP ENDS OF BEAM PER 10 51 x 2 GL(24-V8) 380 PLF WIND � V © SIDE 7 OC (EMBED 7 „ 13 S S 0 ER DETAIL 12/S7.0 0 /s �2 ( ) DRAG LOAD S WI 8d NAILS 2 ) :.... :;r..f.. ,::.> @ 5 OC RIM JOIST SEE NOTE 1 2, 3, 4 2 SIMPSON AC6 f " SHEAR WALL O� � Z EDGES & 12'" OC FIELD � ,::.:.:.......::.;<;.:> ::: ;::;><::::: <�f:.;:. 16d @ 2" OC TO PLATE BELOW O. SIMPSON ECCQ5-6 11 2 x 8 © 16" O.C. CD■ 4 x 10 -,I U Ak 3 �� CD 0 /4 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE 15 SIMPSON HUC414 28 SIMPSON LBV1.81/14 BEARING WALL END (EMBED 12" INTO FTG) SSW12 x 7 ( OR HEADER W/(4) SDS J NA ( ) , 12 2 x 6 @ 16 O.C. 25 6 x 12 lir N/A Y"x 3Y SCREWS. SEE 16 EXTEND WALL SHTG THROUGH PERPENDICULAR o o < it.: - NOTE 5 O WALL PER DETAIL 16/S7.1 29 INFILL WALL AS NEEDED 14" FLOOR TRUSSES D o13 26 3Ys x 12 GL (DROP BM) NON-BEARING WALL BY OTHERS O ( 1 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE Q © END " ROOF TRUSSES D EMBED 14 INTO FTG SSW15 x 7 ( ) N/A OR HEADER W/(6) SDS 14 Q r N/A 1 O BY OTHERS Ya x 3/2 SCREWS. SEE w NOTE 5. = D Atk 1" 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE Cf) (1) lir SSW21 x 7 END (EMBED 14" INTO FTG) N/A OR HEADER W/(12) SDS N/A Y4"x 3Y2 SCREWS. SEE NOTE 5 I 4&,. 1" 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE lir SSW24 x 7 END (EMBED 14" INTO FTG) R E N/A 0 HEADER W/(14) SDS N/A Y4"x 3Y SCREWS. SEE NOTE 5. NOTES: .1.: '•: No - O U ", 1. 4"x 3"x 3" STEEL PLATE WASHER REQUIRED AT EACH ANCHOR BOLT BETWEEN SILL PLATE AND NUT. N 2. IF AB SPACING IS GREATER THAN SHEAR WALL LENGTH INSTALL(1)AB WITHIN 12" OF EACH WALL END. � M 3. FRAMING AT ADJOINING PANEL EDGES SHALL BE (2)2x MIN, FASTEN TOGETHER W/ 16d @ 6" 0.C.AND NAILING OF ADJOINING WALL SHTG ARE TO BE STAGGERED. 18 18 18 18 18 c) I� 0 ° 4. PROVIDE (2)2x MIN SILL PLATE AND CHANGE SILL PLATE NAILING FROM 16d COMMON NAILS TO 20d BOX END NAILS. ® ® W VP .. 1 A VERIFY SPACING OF ANCHOR BOLTS. d © O ' O O O LeA © 2.k -Q © Q � p�� • jv� ;r E 5. PROVIDE (2)#4 DOWELS W/STANDARD HOOK @ EA HOLDDOWN BOLT. p � � © k � T kr � © � � � ^ o ::..:....... ....r..:.... ....... ..:.: ..................... ........ ..... r. r....r..........:r..:r......r... ..r.. ..i.... ..r.. ..r:. r.r:... i .. _ :.. .-- ............ :..r.....:............ :. ...r....................r........ ..r....... r....... . ..r.. :.:....r....r:..... ..:.» r i r .r - . :... r.:.. ...:..r .:..... : . ....... fff... ++r::.:+rir r t;;:•:...r-.: ...:::::i,<:t t ....r.... . ._... ..r. /......... r. .................... .. .. .... ..........: f...:.:....r ...r..... l.....::::::::::::.�::::-:::•:::::.... f :Ir:.r.:.: ..:/i•:.:::::nr:..:r.::.. ::%;;:;;'.-.�::.:::Si'i;:`•.`•r:.'•::::::..:^:-:„ o S-. ..f ...rr.. ......::r...:::r....... : ............ ..,. .:.....r.... .......:............. ../.. ..r.+...... ^d ../....r .f:. %..':............ i..r.....r. ..._:......i.ff.:.....:.l:.f/.. .:...:.:.... ..... .....r:r..........:............r.....:... .. :.......................r....r r. rr.....:.. ..�.r..: .r:.r-:::..,. .:•r:.i::::::::::r:•r:.. r. ....r.. :�. ..:.:..r.. ...................:..... r....... a.. ..::r::v. 3. ::r ../{.:. f:•f••/f �•fl�• :..F::.. •:r: ............... � .....................1111':•4;+'+%'.�':i:5:i�. f..:./:•f+•. .v. S-t:' { : + 9 0 0 0 © 0 © r© © © © • © © 2 0 p p c� o= ';'''''.r.., :: v • Q 0 Q Q ^� e, O N HOEDOWN SCHEDULE N TYP, UN() j' TYP, UNO .. v cri W o 19 ;# 14 �'0 ;,.; HOLDOWN ATTACHMENT COMMENTS N o 0 1111 ii 1 S7 2 1 _Ak NOT REQUIRED NA ._ y. �RU vaA 0 NA gh s . Ak-. ,,., ., .. CT . _r_ PROf N 0 W AL • SIMPSON SSTB24 ANCHOR EMBED 20%" INTO PROVIDE#4 DOWELS I;:;; � _ , '`.>>f IN fA• s :r. �G EF SIMPSON HTT5 FOUNDATION. NAIL STRAP TO DOUBLE STUDS W/ W/STANDARD HOOK 1.\''' ,, TYP, UNO - ` TYP, UNO . v (26) 10d COMMON NAILS. EA HOLDDOWN BOLT � : et_.,,t .,..,,_ .. 1. f„, ,, . j c 1 : .. j 55 � 2 320. ,,.,...„ . , :: 0 SIMPSON SSTBL28 ANCHOR (�/s 0 THREADED ROD W/ 0 : TYP, UNO f ......... 1. Y : J. V �. STD NUT AT EMBEDDED END,AT INTERIOR SHEARWALL) PROVIDE (2)#4 DOWELS I _ v_.. t1� OREGON ,y = AL EMBED 24�/" INTO FOUNDATION/8"AT INTERIOR 1 s W/STANDARD HOOK ' ,. '}� Nor SIMPSON HDQB SHEARWALL. SCREW STRAP TO (3)2x STUDS W/ I I N � � } @ EA HOLDDOWN BOLT J. (20) SDS Y4 x 3 SCREWS. EDGE NAIL WALL SHTG TO -t.,_ o._-., E� i Fij EACH 2x PER DETAIL 5/S6.0 € • S 0& I SHEARWALL ` EXPIRES 12-31-2011 SCHEDULE. (3) 2x SHALL BE FULL HEIGHT&SECURED � I ., �..... .......,................... . .,. . __ ,.......,. . ...... ...�»..�. . ..... .. .. . . ............ . ..... .. TOGETHER W/ 16d NAILS @ 6 O.C., EA SIDE. .:. ,+..:....+.,..:.:r...+..r.::.::...+...............:...:..+ ..,.%. r' ' -------7 - I, " ::...::.... ::.», :• U AL 1, SIMPSON SSTBL28 ANCHOR EMBED 247/s" INTO PROVIDE (2)#4 DOWELS r<� ; E: .: I 57.1 Q o F DF-L L: . T FOUNDATION. SCREW STRAP z SIMPSON HDQ8 TO 6x6 DF L POST MIN W/ , U v� o W/STANDARD HOOK ; Q• O (20) SDS Y4 x 3 SCREWS. EA HOLDDOWN BOLT �� ; •----- -----<; > � _ - ------- I o I� 3 3 17 I 1" DIA THREADED ROD W/STD WASHER @ PROVIDE (2)#4 DOWELS 0 57.1 I ° • EMBEDDED END. PROVIDE (1) STD NUT EACH SIDE OF OPTIONAL r ,;:. OPTIONAL z z O W/STANDARD HOOK ; :: # I AL :> ..... Co 2 I-- r. E' WASHER :t 1 •1 S ER& MASH THREADS S 0 & NUTS. EA HOLDDOWN BOLT Q 0 HD 14 f' U 4 12 MIN EMBEDMENT INTO FTG BELOW STEM WALL. 0 0 ,:::: , .. .. I TYP OVER c� SECURE HOLDDOWN TO 6x6, DF-LPOST W/ '< I ::::...:. :...:.:..:......:.:::::..::._::;I (36) SDS Y4 x 2Y2 SCREWS. :::: \/ co _ TYP"'� � .... �/ i - FRAMING FRAMING E �°, 1)" DIA THREADED ROD W/STD WASHER @ PROVIDE (2)#4 DOWELS ra° ! - _ • g EMBEDDED END. PROVIDE (1) STD NUT EACH SIDE OF W/STANDARD HOOK © <.>. Q i 1 L ; ; =J WASHER&MASH THREADS ABOVE& BELOW NUTS. @ EA HOLDDOWN BOLT 0 •0 f/ / ... '�/ SIMPSON HD19 12 MIN EMBEDMENT INTO FTG BELOW STEM WALL. ® :, o SECURE HOLDDOWN TO 6x6 DF-L POST W/(5) 1 DIA '` _ : f:. A307 BOLTS. Ank 19 {` a.> >; `:I D ff P @OVER D . ;: , _. r€' V FRAMING I V _. = z z o (17)- 16d NAILS @TOP INTO DBE. STUDS & WRAP AND NAIL STRAP TO :'>:Adk '' ,,,, :' I- SIMPSON MST48 (17)- 16d NAILS @ BOTTOM INTO DBL. STUDS BM/HDR BELOW PER 11/S7.0 '� . : O 6 BELOW. (CENTER STRAP I 1 € °-- ( ON FLOOR CAVITY) & 12/57.0 IF APPLICABLE `' : O € .: ® s7.o -0 .11 24 - 16d NAI L S T PI a� 0 NTO DBE. STUDS& €: 02 A& ( ) WRAP A _. - NDNALSTRAPTO •,•.; 0 0 © IF + € `. `' � Q ©� 0 wu) SIMPSON MST60 24 - 16d NAILS BOTTOM INTO DBL. rr'<:,::,::•:>::< :,;<r rr.: r T - ( ) @ 0 STUDS BMfHDR BELOW PER 11/57.0 - - - -� = fr f;:+irAirogliiiA': :. © 0 ® (H CO I ©s 0 ® 0 ©11 ■7 fit:: I- U v = ii - F! 0 0 %f r/... Ff t.:.> e::.f: .r{.:i%f .: ,.! - - - - •I a, BELOW. (CENTER STRAP ON FLOOR CAVITY) & 12/S7.0 IF APPLICABLE / - �� ® © �"(17)- 16d NAILS @TOP AND BOT FOR EA STRAP INTO WRAP AND NAIL STRAP TO 0 0 :� (2) SIMPSON I § Ak O S SON f ;. ,<::.::::.. „ ffffr T.......f...fr....:...r • ;... .:.f:.f.:,.. .. d, ..f.: ....:: •::rr::rf f 0 ......... / Lir ,./i. .:f r:•x f./. .r:. :f r� f / f ..fr..........:. .::f:..... .:./ •:�•r:.rr.f. r. . .. ..... <.:. /f ::.: •f.:/. ...... .: .:i, illeA6/� � ......::. ... >« tat. .......... ::::% ..:.... :, 6x6 POST. STAGGER STRAPS ON OPPOSITE SIDES OF BM/HDR BELOW PER 11/57.0 18 ''r'' '"' '''" ''"'' '""r>` � 8 MST48 EA END •� f ,o POST AND CENTER STRAPS ON F LOOR CAVITY & 12/57.0 IFAPPLICABLE 18° 57.1 _� / I° 24 - 16dN IL 0 0 O A S TOP AND BOTTOM F R EA TRAP 21( ) @ ® S WRAP AND NAIL STRAP TO :; © O iz (2) SIMPSQN INTO 6x6 POST. STAGGER STRAPS ON OPPOSITE SIDES BM/HDR BELOW PER 11/57.0 © 0 O 19 > v g MST60 EA END OF POST AND CENTER STRAPS ON FLOOR CAVITY r/,t,r r 1 /! i■�„ & 12/57.0 IF APPLICABLE � '''''f' '''''', _ _ _m (42)- 16d NAILS @ TOP AND BOTTOM FOR EA STRAP WRAP AND NAIL STRAP TO I ""© w a. AIL 2 I S MPSON 11 INTO 6x6 POST. STAGGER STRAPS ON OPPOSITE SIDES BM/HDR BELOW PER 11/S7.0 19 18 18 57.1 QQ 57.1 z w10 CMST12 x 96" EA END OF POST AND CENTER STRAPS ON FLOOR CAVITY & 12/57.0 IF APPLICABLE 57.1 - - U NOTES: 0 a 0 rn 1. DOUBLE STUDS SHALL BE LAMINATED TOGETHER W/ 16D NAILS @ 6" FULL HEIGHT(TYPICAL). 18 0 co 2. PROVIDE HOLDOWN NOTED WITHIN 6" OF EACH END OF EACH SHEAR WALL SHOWN ON PLANS. 57.1 w a) 3.ALL 16d NAILS SPECIFIED IN HOLDOWN SCHEDULE ARE TO BE 16d SINKERS (0.148 x 3 Y4") MIN. 0 4. IF HOLDOWN STRAP OCCURS @ BEAM OR HEADER BELOW, PROVIDE SAME STRAP @ EACH END OF !JINNI' A M UNIT A I IT i UNIT B 19 UNIT C UNIT /` ° = BEAM TO SUPPORT POST AS HOLDOWN STRAP ABOVE REFER TO DETAIL 12/S7.0. /'1 V I V 57.1 f 1 a 5. HOLDOWN ANCHOR VALUES ARE BASED ON MONO POUR FOUNDATIONS ONLY. LOT 69 LOT 70 LOT 71 LOT 72 LOT 73 SHEET U 6. REFER TO DETAILS 13/S7.0& 14/S7.0 FOR HOLDOWN INSTALLATION. S NO. 7. REFER TO DETAIL 15/S7.1 FOR HOLDOWN INSTALLATION. z w U •o A THIRD LEVEL SHEARWALL & ROOF FRAMING PLAN 5 5 L a cr S5 SCALE: 1/4" = 1 -0 z JOB N0. o CEN-090 NOTE: NOTE: NOTE: NOTE: NOTE: 1. %4"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. ANCHOR BOLT BETWEEN SILL PLATE AND NUT, TYPICAL. EDGE NAILING SILL PLATE NAILING, CLIPS. EDGE NAILING, SILL PLATE NAILING, AND CLIPS. „ G C S 1. 1/4 x 3 x 3" STEEL PLATE WASHER REQUIRED AT EACH ANCHOR "" " 3"" " 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 CO 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 SHT'G TO EA 2x& SHEARWALL HOLDDOWNS. VERTICAL REINFORCING BARS AT REQUIRED IN ALL CASES. AS REQ'D. SEE PLAN n WALL SHEATHING NOT SHOWN FOR CLARITY ° ° SHEARWALL HOLDDOWNS,AS NOTED IN HOLDDOWN SCHEDULE,ARE II , \/ SEE PLAN = STAGGER NAILS REQUIRED IN ALL CASES. 3. WHERE STEMWALL AND FOOTING ARE POURED SEPARATELY, #4 BAR Y2" DIA x 10"AB's @ 48" II I ° AS SHOWN 0 VERTICAL REINFORCING IS REQUIRED @ 48" O.C.AS ILLUSTRATED OC &WITHIN 12" OF - �2" DIA x 10"AB's @ 48" HOLDDOWN WHERE II ° 3. WHERE STEMWALL AND FOOTING ARE POURED SEPARATELY,#4 BAR BELOW. ALL CORNERS & I APPLIES, PER PLAN OC&WITHIN 12" OF iI HOLDDOWN WHERE ° ° VERTICAL REINFORCING IS REQUIRED ©48" O.C.AS ILLUSTRATED OPENINGS. TYP UNO IN ° ° ALL CORNERS & II APPLIES, PER PLAN WALL SHT'G EDGE BELOW. 4. P.T. SILL PLATE SHALL ONLY BE TREATED W/ SHEAR WALL SCHED - OPENINGS. TYP UNO IN I .°°° NAIL SPACING PER SHEAR ""f:`; -.1 = SBX/DOT CHEMICALS. 2x PT SILL PLATE . . 2x WALL FRAMING I ° ° �:::._" SHEAR WALL SCHED WALL SCHEDULE1;'.. 1 :°•.° 2x BOTTOM PLATE Q ✓✓ /2 DIA x 10 AB's @ 48 W/�2" DIA x 10"AB's @ 48" ° ° @ 16 OC, TYP, U.N.O. II ° ° 2x6 @ 16 OC, TYP, f::','°,7.-;f; � I OC &WITHIN 12" OF OC &WITHIN 12" OF EDGE NAILING PER I ° ° - 2x P.T. PLATE SEE SCHED II °.°° U.N.O. SIMPSON HDQ8Y> I- 0 ALL CORNERS& II <11 ALL CORNERS& SHEAR WALL SCHED FOR ATTACHMENT EDGE NAILING PER 2x P.T. PLATE, SEE SCHED PER HOEDOWN ° ° V..� OPENINGS. TYP UNO IN II ° 2x P.T. SILL PLATE �I II OPENINGS. TYP UNO IN SHEAR WALL SCHED SCHEDULE I I SHEAR WALL SCHED I Ilk FOR ATTACHMENT ® 1-- _ ' a 11 a, (2)#4 BAR a I I SHEAR WALL SCHED FINISH GRADE II �i. - SLAB ON GRADE II Ir4 ° ° (1)#4 BAR CONT @ TOP CONT AT TOP I I I I` II-•: AT TTRY itri I _ _� FINISH GRADE \pj SIMPSON SSTB28 < 8" CONCRETE FACE OF d II li 0`' a X �/ d ` ° a SLAB ON GRADE d a Q 1�_ CONCRETE STEM WALL. a STEMWALL, UNO ON PLAN CONCRETE I •I d ! Z a #4 BAR AS NOTED EQUAL TO FACE OF ° - AT GARAGE ° d , SEE TYP STEM/FTG D•� I �� co 11 a ° d ° °a REINFORCING DETAIL I-- r. 4 d C ABOVE STUDS ABOVE a IJ d C) C) c0 N ..co d / i i d' 4 Z III II a fl d a. a . i d. _ a I a , I ,� d d a a 4 \ ® � co \ a• �, RIGID R-15 INSULATION 4 III- � a a • � • •. •`� r2 Ct - ° ° �, CONCRETE STEM WALL. I 4d . ° °d N �;� `"0' 'Sc _ z �, w SLAB ON GRADE a . .. d '14 W \//\ co 4 f' AT GARAGE ° SEE TYP STEM I FTG �/ \ 'CO a REINFORCING DETAIL . . d 0 , /'/ (1)#4 BAR CONT U `�' AT BOTTOM ` `� �/ \/\� w� #4 BAR CONT CONCRETE STEM WALL. °a a `� ° '� FIRM UNDISTURBED FIRM, UNDISTURBED i\\\ \\, AT BOTTOM SEE TYP STEM/FTG //>,x\/\�\� a a �- ° imi ' FOOTING PER SOIL OR COMPACTED /' '/ REINFORCING DETAIL \/\\�/\\�/, /i\Y \Y \� SOIL OR COMPACTED / SCHEDULE FOOTING PER STRUCTURAL FILL / FOOTING PER \ \ \� Cif) / STRUCTURAL FILL SCHEDULE \/////,./\ \ \ SCHEDULE 1 TYP STEM / FTG REINFORCING 2 TYP PARTYWALL REINFORCEMENT 3 INTERIOR FOUNDATION 4 FLOOR PERIMETER @ GARAGE Anki SIMPSON HDQ8 DETAIL S6.0 SCALE: 1" = 1 -0 3-001-03 S6.0 SCALE: 1" - 1 -0 3-005-01 �� - � " - 56.0 SCALE: 1" = 1'-0" 56.0 SCALE: 1" = 1'-0" 3-006-02 56.0 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, :�' N - 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 o . rn 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 M BOLT BETWEEN SILL PLATE AND NUT, TYPICAL. BOLT BETWEEN SILL PLATE AND NUT, TYPICAL. ADDITIONAL INFO MONOLYTHICALLY h■■� :`� =' o • ti g 4 3. P.T. SILL PLATE SHALL ONLY BE TREATED W/ 3. P.T. SILL PLATE SHALL ONLY BE TREATED W/ •� �_�- .;- ,� � 4) SBX/DOT CHEMICALS. SBX/DOT CHEMICALS. (1)#3 HAIR PINS �� TYP @ 4" CONC. PORCH o SIMPSON SSW SHEARWALLS. �"� ,' '--'� - a B SLAB ON GRADE _ � �, SLAB BY OTHERS � � .. o 0 SIN J �.- (2) @ SSW24 x 7 SHEARWALLS C.},..� ' ' fw, o 1" CLR AIR SPACE AT GARAGE P U �;_ Q,� N a INCLUDING SHEET �� V �■ CONCRETE STEM WALL. a • 4 �-�I ••. i ROCK CONTRACTOR ii ,TO VERIFY REFORCING DETAIL ZZw •••-AS REQ SEE PLAN �� a REFER TO PARTYWALL ° ° I a_- L I v' rn FOUNDATION @GARAGE II a ANCHOR BOLT r �-'- �` J) 2x P.T. PLATE, SEE SCHED II ° Ia PER PLAN �-��-Y� --4IP ,�s A DETAIL FOR INFORMATION , x ,-, D FOR ATTACHMENT Il a �� NOT SHOWN ° ° I- 1 I JI JI . SEE INTERIOR FOUNDATION _ I STEM WALL BEYOND � � ��. (1)#4 BAR CONT @ TOP v f M cip WALL FRAMING EDGE NAILING PER DETAIL FOR INFORMATION - I Bo- 2x 0,�� . W o J _ J i MI NI @ 16 OC NOT SHOWN. TOP REINFORCING o� - �, Al,I, SHEAR WALL SCHED -•. �I 0 - •• •� a GRADE ,11 WELL GRADED FREE ', o 6 IMM !��' „ I PER PLAN cv o #4 18 O.C. W/ 07:4.11: @ 4 ! DRAINING GRANULAR ,-�-, oo STD HOOK I BOTTOM REINFORCING a �' BACKFILL. (NOT MORE SLAB ON GRADE �I . .11 SLAB ON GRADE 11 I d- ( PER PLAN - 6" AT GARAGE AT GARAGE ° �'`- I a = THAN 5% PASSING 200 cr I I I < _ _ S�RU uR4 d d L M a o f -I I SIEVE)II ►� d a . a II u J ° �. 4 ) D PRO ELF 1 o S .IL p 4 4 J I I- - d z 6" CONCRETE 0 - a °II . FTG PER PLAN a 4 k, R y 1 iii 4 _ _ ► 0 12,320 9 III o a STEMWALL FACE OF CONCRETE - o , o a 4 d a . FACE OF CONCRETE I I I EQUAL TO FACE OF / �� , %.g a.° a y a ..� ... EQUAL TO FACE OF STUDS ABOVE �� III �� \ #4 BAR AS NOTED .. :;. STUDS ABOVE a ° �� RIGID R-15 I III a - �+ a CONCRETE STEM WALL / INSULATION \ c w \ '/</ y 2 y/(C' a�' ABOVE �� OREGON$„) Vr & FOOTING PER U \/\/\� )i, y 19 a = \ �\ y/ / (1)#4 BAR CONT 15, °��` TYP PARTY WALL M CENTER FOOTING BETWEEN \// / /, AT BOTTOM N J. ENS a SEE TYP PARTY WALL a o REINFORCEMENT DETAIL o \ FIRM, UNDISTURBED- STEM WALL AS SHOWN /\ \ a REINFORCEMENT DETAIL FOR //, V INFORMATION NOT SHOWN - ....r SOIL OR COMPACTED REFER TO FOUNDATION PLAN v °- FIRM, UNDISTURBED EXPIRES 12-31-2011 /ice%/\%/\%/\Y o ° . STRUCTURAL FILL i / / '/ '/\/\/\` / FOOTING PER PLAN &SCHEDULE / M FOOTING SOIL OR COMPACTED /\/\/\ \ \ \ \. �, PER PLAN STRUCTURAL FILL _ \/ /\�j‘� \//,//,:/ \//,//,/ #4 STIRRUPS @ 18" O.C. &SCHEDULE 0 2 O /i,/ PARTYWALLFOUNDATION 7 SLAB INSULATION DETAIL AT PARTYWALL � � o GARAGE FOOTING DETAIL 9 TYPICAL PORCH PERIMETER .,,- 56.0 SCALE.: 1 - 1'.-0 0 0 S6.0 SCALE: 1" = 1'-0" S6.0 SCALE: 1" = 1'-0" S6.0 SCALE: 1" = 1'-0" 3-018-01 z z w c w � w Qd = NOTE: NOTE: 1. SEE SHEARWALL 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, S ALL PLAN AND SCHEDULE FOR ALL SHEATHING, EDGE NAILING, SILL PLATE NAILING,AND CLIPS. DGE 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/ _i,_______ 3. P.T. SILL PLATE SHALL ONLY BE TREATED W/SBX/DOT CHEMICALS. SBX/DOT CHEMICALS. (1)#3 HAIR PINS • • TYP @ u) 1 Y2" CLR SIMPSON SSW SHEARWALLS. II (2) © SSW24 x 7 SHEARWALLS ,� II o z I 1 Z� FINISHED GRADE I R- SLAB ON GRADE a .°°° I O ( AT GARAGE - . . I REFER TO PARTYWALL I co\ a 1). ° I -CONCRETE STEM WALL. o _ FOUNDATION @GARAGE I 1" CLR AIR SPACE a a o ° I SEE TYP STEM/FTG DETAIL FOR INFORMATION I INCLUDING SHEET _III- - d a _ i REINFORCING DETAIL NOT SHOWN I ROCK CONTRACTOR _I u) I TO VERIFY I - JLiffI �I SLAB ON GRADE @ENTRY SLAB ON GRADE I CONCRETE STEM WALL. SLAB ON GRADE �- a, i a SEE TYP STEM/FTG AT GARAGE _ L ° AT GARAGE ,_ „I 2 #4 @ 18 O.C. W/ 4 . REINFORCING DETAIL ■. STD HOOK �,; 41 H 48 MAX Nr - E - • II a • I \ CONTRACTOR a a TOP REINFORCING a a ` ° , .�� a) TO VERIFY ° / w o p o I I PER PLAN a M J 1- =I I SLAB ON GRADE '•� • a #4 STIRRUPS I I - / co #4 @18" 0.C. W/ o -III _ AT GARAGE FTG PER PLAN a '� I '/ z d- 4 18 O.C. a © STD HOOK 4 � RIGID R-15 INSULATION �I d d a 41 a r, a co •- .. • �° a 4 TOP REINFORCING 4 S. a 4 ` a BOTTOM REINFORCING a :a PER PLAN w U I - -III . . a 0 ., PER PLAN • a GI v f v J Q a SEE TYP PARTY WALL ° ' - I- // /�` FTG PER PLAN a 0 E FIRM, UNDISTURBED 4�\ �\ , I REINFORCEMENT DE >/� d � TAIL FOR a 4 #4 STIRRUPS INFORMATION NOT SHOWN a SOIL OR COMPACTED / p ° a 4 „ o a FOOTING PER PLAN &SCHEDULE `• ® ®•® �a. @ 18 O.C. SHEET N0. STRUCTURAL FILL TO a co -7 BOTTOM REINFORCING Q //>X\/�\Y�\� FIRM, UNDISTURBED ��\/\\ PER PLAN j\\\\\\� SOIL OR COMPACTED �/ FOOTING PER PLAN &SCHEDULE S6 0 0 /,//,/ STRUCTURAL FILL ca 10 11 PARTYWALL STEP FDN @ GARAGE FOOTING DETAIL 12 INTERIOR FOOOTING DETAIL S6.0 SCALE: 1" = 1'-0" S6.0 SCALE: 1" = 1,-0" S6.0 SCALE: 1" = 1-0" JOB NO. CEN-090 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 0 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. FOR NON-BEARING WALLS, USE SINGLE KING STUD. 4. SOLE PLATE 2. PROVIDE SOLID BEARING UNDER ALL POSTS&WINDOW/DOOR Cr) , S PLATE SPLICE DETAIL. 2 2x8 NAIL LAMINATED WJ(2) 10d A 12 OC, 5. SILL SHOWN CUT AWAY TO HEADERS SHEARWALL SHEARWALL TYP UNO. SEE FRAMING SHOW NAILING. (2) 10d EACH STUD REFER TO SCHEDULE REFER TO SCHEDULE 11 PLANS CONTINUOUS WALL SHTG 6. KING STUD 2x WALL FRAMING @ ' PER PLAN FROM DBL TOP PLATE TO RIM JOIST, DO NOT 16 O C. 0 7. TRIMMER. PLACE SHTG JOINT©EDGE NAILING REQUIRED II 11 II II ( O O PLATE CRIPPLE STUD SILL E NAILING (f� 4'-0" MINIMUM ALONG HOLDOWN POSTS - - - 2x STUDS PLATE OF WALL OR TOP PLATE J' / AND DOUBLE TOP PLATE @ 16" OC 9. (4) 16d EACH END FLOOR SHEATHING PER SHEAR WALL SCHEDULE • TYP 0 PER PLANS AND @ @ GENERAL NOTES I- 16d 16" 16d 4" O.C. O.C. -TYP AT SPLICE SOLID BLOCKING ALONG w 0 © U WALL SHTG o�= PANEL EDGES PER ;,;,_, ,_, ,= SHEAR WALL SCHEDULE (2) 2x - = a JOINT W/EDGE 11 ' III I 1 1 i . I- I -. II II 11---L AT ALL UNSUPPRTED EDGES SILL NAILING EA SIDE J 0 ALONG RIM R RIBBON) v 1 0 G 0 0 2x OR 3x PT SILL PLATE ONLY I�ill ■ W W/ANCHOR BOLTS II D I-11 SEE PLAN AND SHEARWALL ,� II SCHEDULE FOUNDATION 1/4 TS/ESL II �-- RIM JOIST a / PERDETAIL U II a .d .e. e N N °II' a N ° .a II ..8° a °11 y ° a 11 4' 2x4 RIBBON U �J < g °4, 11 J II ° ° .d. °A ' e'11 ,, Jh ' AS RIM FLOOR TRUSS PER PLAN• °' 11d a '° e e °;,, 11°: Zr U G ° e 4' a e ° 11°• 4 .a °v e ° 4 Q, a e. 4 ° Q• l'..CI r": e e d ° G °. ° 4. a e.. e e d 4 ° ° e. i 0 CONTINUOUS DOUBLE (f� W 1 lor ,_____________________________ TOP PLATE. SEE TOP 2x WALL FRAMING @ HOLDDOWN REQUIRED WITHIN HOLDDOWN POST PER SHEARWALL PLATE SPLICE DETAIL. 16" O.C. 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 OD 1 1 TOP PLATE SPLICE 2 TYPICAL STUD & SHEAR WALL ELEVATION 3 TYPICAL FRAME OPENING 4 FLOOR PERIMETER s S7.0 SCALE: 1" = 1'-0" 6-005-01 S7.0 SCALE: NTS 6-038-01 S7.0 SCALE: NTS 6-013-01 S7.0 SCALE: 1" = 1'-0" 6-001-06 NOTES: NOTE: J-� N --� NOTE: NOTE: O V ° 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, EDGE NAILING, SILL PLATE NAILING,AND CLIPS. EDGE NAILING, SILL PLATE NAILING,AND CLIPS. 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, '`? M EDGE NAILING, SILL PLATE NAILING,AND CLIPS. EDGE NAILING, SILL PLATE NAILING,AND CLIPS. '' :�:r p o 2. PROVIDE SOLID BEARING UNDER ALL POSTS &WINDOW/DOOR HEADERS 2. PROVIDE SOLID BEARING UNDER ALL POSTS& WINDOW/DOOR " ,': HEADERS FLOOR SHEATHING FLOOR SHEATHING 1-' PER PLANS AND ;�, �,� PER PLANS AND o GENERAL NOTES 2x WALL FRAMING V 2x WALL FRAMING GENERAL NOTES : 0 0 @' CONTINUOUS WALL SHTG @ • o I 16 O.C. , 16 O.C. �-+ 8d 4 WALL SHEATHING,AS REQ D PER PLAN FROM DBL TOP OC t �, , @ � U � 8d @ 4" OC � � ... .� � PLATE T - •• I O RIM JOIST, DO NOT (�j ® SILL PLATE NAILING SILL PLATE NAILING FLOOR TRUSS PLACE HT I C SHTG JOINT @ BOTTOM % . : ; I 1 /4 x 14 LSL GOOD FOR 380 PLF e= (L) PLATE OF WALL OR TOP PLATE ` . FLOOR SHEATHING CONTINUOUS DBL 13/4 TS/LSL FLOOR SHEATHING BLOCKING WIND LOAD `' J.t. 4 m PER PLANS AND II RIM JOIST ALONG PER PLANS AND :, .... GENERAL NOTES LENGTH OF OPENING. GENERAL NOTES x N o II FLOOR TRUSS PER PLAN FLOOR TRUSS f .` sm.N i=i EXTEND 2'-0" BEYOND WALL SHTG 0 „�,■ ROOF SHEATHING 2:�6 CONTINUOUS PER PLAN ~•• ••) � M Mil STAIR OPENING @ EA. END ;� o JOINT W/EDGE _ _-__ , PER PLANS AND NAILER W/(2) 16d NAILING EA SIDE AT _ f o viiiui - Iii GENERAL NOTES EACH TRUSS N iff WALL SHTG RIM (OR GABLE TRUSS) - .JOINT W/ED E ---:u G ONLY 8cl 6" OC � � NAILING EA SIDE � III 1 Ya TS/LSL Ij' _ 4 RIM JOIST OR �I �� __._ PROT.j GABLE TRUSS I -40..--411 Y I .- I N 4 (2) 16d TOE- V' .: 12.320 9 NAILS @ 6 OC _ � BLOCKING (ONE BAY) SIMPSON LTP4- FLOOR TRUSS WALL .::HT ABOVE S G ALONG SHEAR WALL /,,,,,i/h \ R TOP PLATE. DO NOT 1 % x 14"TS/LSL PBLOCKING ROOF SHEATHING TO MAY FILL WITH i @ 4" O.G. TO EACH BLOCKING �� OREGON „� Z SPLICE FOR 2'-0" CONTINUOUS DOUBLE (ONE BAY) @ 48" OC TRUSS OR RAFTER CONTINUE BELOW ALL SHTG I CONTINUOUS DOUBLE MEMBER (AS SHOWN) �>'i5��9$ ��•� BEYOND STAIR TOP PLATE. SEE TOP W/ 10d NAILS ©4" OC SEE PLAN OVER-FRAMING EDGE NAILING I TOP PLATE. SEE TOP 1 AIR GAP ABOVE N J. ENS PLATE CONTINUOUS DOUBLE E SPLICE DETAIL. PLATE SPLICE DETAIL. I OPENING EA. END TO EACH BLOCKING SHTG. MAY FILL WITH TOP PLATE. SEE TOP I MEMBER (AS SHOWN) I SHTG EXPIRES'12-31-2011 PLATE SPLICE DETAIL. 2x WALL FRAMING © I SIMPSON A34 CLIP WALL SHEATHING 2x WALL FRAMING @ 16 ED IL O.C. 2x WALL FRAMING GE NAILING EA. BLOCK I 16 O.C. @ 16" O.C. @ I 2x WALL FRAMING @ U = WALL SHEATHING / w - 0 16 O.C. Q N < 0 U) ti 5 PARTY WALL LOWER STAIRS 6 FLOOR PERIMETER (Th OVER-FRAMING DETAIL INTERIOR SHEAR WALL INTERIOR SHEAR WALL o 8 0 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 S7.0 SCALE: 1" = 1-0" 6-009-08 o v w El _ NOTES: 1, 1. SEE TYPICAL FRAME OPENING DETAIL FOR INFORMATION I; NOT SHOWN. I; OFFSET EA STRAP TO 2. SIMPSON STRAPS SHALL BE PLACED ON TOP OF WALL II ATTACH ON OPPOSITE � SHTG, WHICH HAS NOT BEEN SHOWN FOR CLARITY. II� �i SIDES OF POST AS Ijl/ SHOWN co HOLDOWN POST I 6X6 POST AT EACH PER SCHEDULE SILL PLATE NAILING I �j i END OF SHEAR BOTTOM PLATE WALL, SEE PLANS AND 2x WALL FRAMING SIMPSON STRAP POST OR DOUBLE STUDS I ° z R HE SHEAR WALL SCHEDULE a BEAM PER PLAN „ PER SCHEDULE, LAN @ 16 OC FLOOR SHEATHING AT EACH END OF SHEAR I _ O CENTER ON RIM WALL, SEE PLANS AND PLAN VIEW , I TOP NAILING / / JOIST '°?• PER PLANS AND ,, SHEAR WALL SCHEDULE ' 1 PER SHEAR WALL o (2) SIMPSON STRAPS WALL SHEATHING 2x PLATE, SEE SCHED GENERAL NOTES �. ' I_ SCHEDULE PER PLAN, (1) ON EA PER SHEARWALL FOR SILL PLATE NAILING ° O Q a SIDE OF BEAM PLANS &SCHEDULE == I��° e w 11 p� M :: NOTCH SHTG v) (6) ° II w 3" OC I> FOR STRAP ( ) © RIM JOIST • e • e . e . e . � . . e . e . e . e . e . e . e • _. .. e e e o 0 o e e e o o e e . • e AT BLOCKING ONLY I1_.i r s �a II �� SIMPSON M SON STRAP ■7_, - CONTINUOUS DOUBLE II SEE SCHEDULE FLOOR SHEATHING e o 0 • PER PLAN AND GENERAL ° °o• TOP PLATE. SEE TOP 5 I > i e • PLATE SPLICE DETAIL. v DOUBLE TOP PLATE NOTES • . ° ° Q o BEYOND STRAP _._� =m I II II N BEAM, SEE PLAN II_i-\\ ----"I • ° • ° • MATCH SIMPSON �� NOTE: O co II o d- _ ° ° z fx I NOTE: l II °me ,STRAP FROM ABOVE, SEE TYPICAL FRAMING 0 SEE TYPICAL FRAMING v ° DETAILS FOR ADDITIONAL CENTER ON SIDE OF ITIONAL - ::..::,:>x ::..:._. ,.: DETAILS FOR ADDITIONAL KING STUD NAIL I .tee °o 1. I3EAM & FILL ALL I INFORMATION e I ��' INFORMATION ° a. LAMINATE TO POST .0. NAIL HOLES W/SIZE ¢ • I ► I. w Q T : LIIE W/(2) 16d @ 12" OC OF NAIL CALLED OUT D JI, TYP. ° ° •m° • MATCH AND ALIGN W/ .., IN THE HOEDOWN w .. � • �I _ SIZE TO MATCH POST I STUDS OR POST ABOVE w O , SCHEDULE m AND BEAM, UNO. . e • e :SCHEDULE I UNLESS OTHERWISE �- ' It 0 FLOOR TRU OR • °m �q SS '� . o - NOTED, SEE PLANS AND I SHEET NO. BLOCKING, SEE MATCH AND ALI • SHEAR WALL SCHEDULE \ II - ALIGN W/ o FRAMING PLAN WRAP STRAP MATCH HOLDOWN POST SIMPSON HOLDDOWN I II - POST ABOVE UNLESS Q AROUND BEAM AS SIMPSON HOLDDOWN a REQ'D, SECURE EA END OF FROM ABOVE STRAP, SEE PLANS STRAP, (1) ON EA SIDE, L OTHERWISE NOTED, BEAM WITH MATCHING BEAM PER PLAN &SHEAR WALL SCHED. SEE PLANS AND SEE PLANS&SHEAR SHEAR WALL SCHEDULE S7• 0 SIMPSON STRAP WALL SCHED. 10 11 SHEARWALL STRAP TO BEAM 12 SHEARWALL STRAP TC) BEAM 13 HOLDDOWN STRAP DETAIL 14 5 57.0 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 JOB NO. S7.0 SCALE: NTS 6-022-03 CEN-090 U .__ NOTE: (2) 16d PER 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, CONNECTION EDGE NAILING AND SILL PLATE NAILING. TRUSSES @24" OC CO 2x4 FLAT w (1) SIMPSON RBC 2x6 BLOCKING @ 32" OC __� CLIP EACH BAY. @ BRACE. FASTEN 8d @ 6" OC EXTENT OF WALL LENGTH NOT REQ'D @ SHT'G TO BLOCK TYPICAL, UNO 0 VENTED/SCREENED W/8d 4" O.C. / II SHT'G PER ROOF SHEATHING PER @ 6"SEE PLAN / BIRD BLOCKING. 8d @ 6 OC CD II SHEAR WALL PLAN PLANS AND GENERAL � II SCHEDULE NOTES 6" MAX FROM END - II ice%' -w (2) 16d PER OF WALL, TYP, U.N.O. ' I' 8d NAILS 6" O.C. ��/'MILL Y @ � - ',I �� CONNECTION Y x , I- I I(EDGE NAILING) 2x8 BARGE 2 ROWS OF 16d NAILS ROOF SHEATHING L i Q DBL STUDS � , 2x2 TRIM EDGE NAILING AT - Q EA SPACE PER EDGE NAILING � i� D UNO EACH SIDE OF RIDGE SEE SHEARWALL i IN SHEARWALL SCHEDULE �,, r, ° , 1 MIN. 8d @ 6" OC UNO, SEE SCHEDULE o ,/ o �'✓ � ° SHEAR WALL SCHED < ® ® I PLYWOOD SHT'G WITHIN '� '` 1 W J 1 �� I/ 1 I FROM TRUSS OR x. �. 1 - I SHEATHING PER RAFTER EDGE Q NOTCH RAFTER OR'I �� MANUFACTURED i:711 _ _ PLAN &SCHEDULE �►�� - MANUFACTURED 2x SOLID BLOCKING, 7- TRUSS FOR F� TRUSSES OR ROOF 2x4 OUTRIGGER HOLDDOWN, TYP u '� EXTEND THRU ��\ TRUSS OR RAFTER VENTED BIRD BLOCKING RAFTERS @ 24 O.C. U @ PERPENDICULAR i �. ALLOWED @ A MIN. 2 x 6 BRACE 48" OC FIELD NAILING PER @ SHEAR WALL SCHEDULE �� ,- = WALL /�� OF EVERY 3RD BAY W/(4) 16d NAILS TO BLOCK _�; Et 1.2 SIMPSON H2.5 CLIP�� @ EACH MEMBER, TYP =�! SHEATHING PER SHEARWALL UNO ON FRAMING PLAN I W SIMPSON A35 CLIP EDGE NAILING I EDGE NAILING (f�PLAN &SCHEDULE SHT G PIER PLAN EACH BRACE AND SCHEDULE I 2 ROWS OF EDGE NAILING WALL SHEATHING CONTINUOUS DOUBLE I ( )PER SHEAR WALL SCHEDULE HOLDDOWN CONTINUOUS DOUBLE TOP PLATE. SEE TOP I INTO HOEDOWN POST, TYPICAL PER PLAN & TOP PLATE. SEE TOP SCHEDULE PLATE SPLICE DETAIL. PLATE SPLICE DETAIL. CO 2x WALL FRAMING @ HOLDD WN D AIL ROOF PERIMETER ROOF DETAIL AT RAKE O ET HOLDDOWN DETAIL RIDGE DETAIL 16" O.G. TYP, U.N.O.15 16 17 18 19 S7.1 SCALE: NTS 6-023-01 S7.1 SCALE: NTS 6-023-01 S7.1 SCALE: 1" = 1'-0" 6-026-01 S7.1 SCALE: 1" = 1'-0" 6-027-02 S7.1 SCALE: NTS 6-028-01 NOTES_ 1. L N AND HED LE F R ALL SHEATHING 1. SEE SHEARWA L PLA SC U 0 , TE .NO S �NOTE. NOTE: EDGE NAILING, SILL PLATE NAILING, AND CLIPS. ..� �''' N - 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: ® V r. N 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, 0 � � N LR AIR ACE 2. PROVIDE SOLID BEARING UNDER ALL POSTS&WINDOW/DOOR HEADERS EDGE NAILING, SILL PLATE NAILING,AND CLIPS. �+2. PROVIDE SOLID BEARING UNDER ALL P T &WIND 1 C SP .OS S OW/DOOR HEADERS 2. PROVIDE SOLID BEARING UNDER ALL POSTS &WINDOW/DOOR HEADERS � .,.- ��1" CLR AIR SPACE INCLUDING SHEET 1" CLR AIR SPACE 2. PROVIDE SOLID BEARING UNDER ALL POSTS&WINDOW/DOOR HEADERS ., r 1 CLR AIR SPACE ROCK CONTRACTOR INCLUDING SHEET o INCLUDING SHEET INCLUDING SHEET 1" CLR AIR SPACE ,--� .,ROCK CONTRACTOR TO VERIFY ROCK CQNTRACTOR --� a ROCK CONTRACTOR WALL SHT'G,AS REQ'D INCLUDING SHEET o WALL SHT'G,AS REQ'D WALL SHT'G,AS TO VERIFY o TO VERIFY TO VERIFY 2x WALL FRAMING @ I ROCK CONTRACTOR ¢2x WALL FRAMING ` II REQ D 16" O.C.p WALL SHEATHING,AS REQ D I� TO VERIFY,• I I II SILL PLATE NAILING � '�' ��. � 3 @ 16 O.C. I SILL PLATE NAILING I I AT IN WALL FRAMING c� ® .� -. �SLLPL ENAIL G I 2x 3 A IN II .II 2x WALL FRAMING SILL PL TE NAIL G \ ,� � 3 I EDGE NAILING 1 EDGE NAILIN @ 16 O.C. II :..r .,: �,CONTINUOUS 1 /4 II G @ 16 O.C. EDGE NAILING REFER TO DETAIL II FLOOR SHEATHING TS/ESL RIM JOIST I CONTINUOUS DBL 1/4 TS/ESL M II FLOOR SHEATHING 1 % TS/ESL I FLOOR SHEATHING FLOOR SHEATHING 1 Y4 TS/ESL II PER PLANS AND 20/57.1 FOR STAIR �,II PER PLANS AND 4 PER PLANS AND II RIM JOIST ALONG x PER PLANS AND CONTINUOUS FRAMING THIS SIDE BLOCKING PER II GENERAL NOTES RIM JOIST GENERAL NOTES GENERAL NOTES I LENGTH OF,OPENING. RIM JOIST �II GENERAL NOTES OF WALL ¢N 1!m!�il!m!II EXTEND 2-0 BEYOND �; I� M DETAIL 6/57.0 �� ) .�.. .��.II MI C�, __ „ w..1= , �--„ _ -„ '_ ;; .. STAIR 0 G @ _- z ,,i _�„ II END ;� �i►�i Vii.1� fII (2)2x BLOCKING AT :'WALL SHT'G 1�1 1 I as _ ,. ccA o r ---- --- � '�� JOINT W/EDGE TRUSSES; (2) 1 Y4 x 14 ..., ¢1 ,�� ' I;; TSiLSL BLOCKING NAILING EA SIDE �' II II BETWEEN TRUSSES stR'At-- --� __-1 11►._---, I� W/ 16d NAILS @ 12 O.C. C III �� ;•r \ /I '\ /i'�` STAGGERED _ II II I' `O PROF � ►_. _ ,! � ---;-- `'� , f-' ►∎ ►III III REFER TO DETAIL l ' ' C�� ,�G NEF/ /�II 1 �i (2) 16d TOE- \ / 12,320►� 2 2x BLOCKING AT TRUSSES' �) I 22/57.1 FOR STAIR Z(2) 1/4 x14 TS/ESL O BLOCKING PER DETAIL 6/57.0 1 1 I FLOOR TRUSS PER PLAN I NAILS @ 6 OC =1i(2) 1/4 x 14 TS/ESL BLOCKING BETWEEN I II FRAMING THIS SIDE A �BLOCKING BETWEEN TRUSSES W/ 16d NAILS @ 12" O.C. FLOOR TRUSS I II FLOOR TRUSS II (2) 1Y4 x14 TS/ESL OF WALL B J e LOCKS W/ 16d NAILS PER PLAN (2)2x BLOCKING AT TRUSSES' STAGGERED I II CONTINUOUS DOUBLE PER PLAN II BLOCKING BETWEEN OREGON @ 12 O.C. STAGGERED FLOOR TRUSS PER PLAN (2) 1 Y4 x 14 TS/ESL BLOCKING'BETWEEN II TOP PLATE. DO NOT li BLOCKS SIMPSON LTP4 CLIP ��Y EG N ,i) Q'TRUSSES W/ 16d NAILS @ 12 0.C. II SPLIC PER SHEARWALL �`EDGE NAILING STAGGERED II BEYOND SS AIR SIMPSON LTP4 CLIP SCHEDULE N J. 041 SIMPSON LTP4 CLIP SIMPSON LTP4 CLIP II OPENING @ EA. END PER SHEARWALL PER SHEARWALL PER SHEARWALL II ISCHEDULE EXPIRES 12-31-2011 EDGE NAILING 2x WALL FRAMING @ SCHEDULE 2x WALL FRAMING @ SCHEDULE 2x WALL FRAMING @ II/N.N 16" O.C. WALL SHT'G,AS REQ'D 16" O.C. 16" O.C. '� 2x WALL FRAMING @ 16" .C.WALL SHT'G,AS REQ'D w- WALL SHT G, ASREQD /�' Q U -, °V o 20 PARTY WALL FLOOR DETAIL P T L F R DETAI L PARTY WALL LOWER STAIRS 23 PARTY WALL FLOOR DETAIL PARTY WALL FLOOR DETAIL 0 21 AR Y WAL LOO 22 C� 24 0 0 ° 57.1 SCALE: 1" = 1'-0" 6-003-05 '-'� -, w 57.1 SCALE: 1" = 1'-0" 6-003-05 SCALE: 1" = 1'-0" 6-003-05 S7.1 S7.1 SCALE: 1" = 1'-0" 6-003-05 w LLi o o v o 2x WALL WALL SHT'G TRUSSES PER PLAN FRAMING (2) STRAPS SIMPSON ST18 EA END @ 16" O.C. (4) STRAPS TOTAL PER FRAME SHEAR WALL 'r 2x WALL FRAMING ROOF TRUSSES CENTER ON CONT. HEADER SEE PLAN 2x6 BLOCKING ALONG Ii @ 16" O.C. PER PLAN ROOF TRUSS W/ 16D I 2 x WALL FRAMING I �/ NAILS @ 4" O.C. II @ 16 O.C. FLOOR SHT G I U _ '1 1 FLOOR SHT'G = - -_ (2)4'00 C ILS BLOCKING i/ �� PER PLAN & II SILL PLATE &k 1 1 ! 1 i 1 1 1 1 \��\I► ►1 II STAGGER ROWS PER 6/57.0 I) GENERAL NOTES II NAILING PER PLAN ■ ►► t ►1 ►► ►� ►► ►� ►� ►1 ►� ►1 ►1 1� �; PER PLAN AND -III II II FLOOR SHT'G II z z GENERAL NOTES FLOOR SHT G PER PLAN & FLOOR TRUSSES 'I o I PER PLAN AND �; 2x WALL FRAMING BEAM PER PLAN ,' ,II WALL SHT'G= FLOOR TRUSS I 10d COMMONS GENERAL NOTES (I @ 16" O.C. I� GENERAL NOTES PER P •N __.I' @ 2 O.C. _ __ - -- I u) PER PLAN ALONG TRUSS II II SILL PLATE `i. w CONT HEADER I FLOOR TRUSS II BEAM PER PLAN o II WALL SHT'G. DO �� ',,SEE FRAMING PLAN �- NOT PLACE JOINT - ► WALL SHT'G DO ROOF TRUSS PER PLAN I CAPABLE OF ��JII @ BOTTOM II NOT PLACE JOINT .. II�'�' PLATE OF WALL 4x4 MINIMUM EASIDE, ® TRANSFERING = =-=II \∎ '�,/ I) @ BOTTOM rf TYP, UNO ON PLAN = 625 PLF I II PLATE OF WALL 4 x 4 SHIM - 2 ROOF TRUSS I EDGE NAILING III 1.-4%" MIN. , II BEAM PER PLAN �� I►�„< ''::; 1 -4Y2 MIN. J PAEL WIDTH ` I BLOCKING 5I BPLALI0 OC. iliril ►-�._HOLDDOWN @ . DBL TOP r -II PLAT OP HANGERS BY TRUSS MNF II IA ii = '! HEADER PER PLAN /t_./.-q�I► PLATE "�II -. FLOOR TRUSS N SEE PLAN _ o w SILL PER BLOCKING @ 48" II (2) 10d NAILS _ II (3) SIMPSON i SCHEDULE (I (N/A AT SIM} PER JOIST !►III SHT'G JOINT II PER PLAN HGA10 CLIPS A O.C. W/10d TOE-NAILS CONT DBL �ji DBL TOP II (DO NOT PLACE (3) SIMPSON II PER WALL l.ft INTO TRUSS BOTTOMI LTP4 CLIPS ALONG II a y TOP PLATE II 10d COMMONS PLATE 11111 HGA10 CLIPS (6) @ 24"WALL I u I' CHORD II THIS JOINT) PER WALL II w Q 0 a H , Z x <11.. p. I @ 2" O.G. (3) SIMPSON I� SIMPSON BEAM PER PLAN Q �� FOUNDATION PER ¢ �� I (N/A AT SIM) HGA10 CLIPS II (6) @ 24 WALL o s. PLAN - SHEAR WALL II II II STRONG WALL Nt oo S ' • EDGE NAILING II PER WALL II SIMPSON II PER PLAN I a . ° - " _N� (2) 12"WALL STRONG WALL II NON BEARING WALL / Q a I II WALL SHT'G O @ II ° (1)#4 MIN UNO PER PLAN SHEET NO. SIMPSON II co SEE HOLDDOWN STRONG WALL II POST PER PLAN 0. SCHEDULE PER PLAN 0. II m Li3 57. 1 t, co FRONT GARAGE DETAIL 25 26 27 28 29 1" 1" ,- „ 1" _ JOB NO. S7.1 SCALE: NTS 6-035-01 SCALE: 1 - 1 0 S7.1 SCALE: 1 = 1 0 S7.1 SCALE: 1 - 1 0 SCALE: 1" - V-0" CEN-090 0 U, SIMPSON ROOF TRUSSES BY OTHERS H2.5 EA TRUSS ��'� BEAM PER PLAN NOTE: NOTE: NOTE: SHT'G TO EXTEND TO 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. �/ DBL PLATE AT END WALLS EDGE NAILING AND SILL PLATE NAILING. SHALL BE PRESSURE TREATED. G G 2. ALL LUMBER SH L ESSU 6" 2. ALL LUMBER SHALL BE PRESSURE TREATED. �� 8d @6 OC SIMPSON �� • . ° ° �; A35 @ 6x6 y 1'-4" // 4'-0" O.C. MAX / CO SEE RAIL DETAIL POST 2x BLOCKING SHAPED 2x6 FLAT BLOCKING W/ DRAG TRUSS BY OTHERS TO FOR CONNECTIONS �° SIMPSON ST22 (2) 16d @ 4" OC ALIGN W/ INSIDE FACE OF PARTY I ALONG TOP PLATE OF WALL, GOOD FOR 200 PLF IN-PLANE iC \I WING WALL TO WRAP SHEAR WALL SHEATHING I' 8d NAILS @ 6" O.C., LATERAL FORCE TRANSFER FROM A /X.. /,DBL TOP AROUND 3 SIDES OF 6x6 MUST EXTEND DOWN TO I! TYP ALONG DRAG TOP CHORD TO BOTTOM CHORD \- DE . 4x4 POST PLATE I TR E BOTTOM F US S S � ,� POST BEYOND O BEAM (BEYOND) 4 0 4P 0 C. MAX ° 4x POST 1 I II -_- = .. .__ _. 3/4" —I = ( ) SIMPSON RBC CLIP EACH BAY. II �I� 1111�` �I� &WITHIN 16 OF BELOW TYP i'I A / `'! EA CORNER OF I Y 2x6 VERT SHTGAT , Q NOT REQ D VENTED MNF TRUSSES 'T/ DECK E F @ C C 0 . Y _ 1 / III► BELOW WINGWALLS TO ,,i 2x6 W/SDS/4 x 3" BLOCKING. � �I BY OTHERS HOUSE W 0 o BE ONE COMPLETE ' , SCREWS @ 6" O.C. �� 2x SOLID BLOCKING, ..e.------ II SIN1PSON A35 CLIP, SOLID PIECE TO 6x6 POST -...--7- BLOCKING I VENTED ,� SUBSTITUTE FOR LTP4 ill Y D BIRD I (BEYOND) @ 48 O.C. —\I -- . O D �- PLAN VIEW . BLOCKING ALLOWED II CLIP PER SHEAR WALL \ � / AT TOP OF ® x2x W PLANS&SCHEDULE ALL FRAMING _ A MIN. OF EVERY I W/ 2 IMP N� 2x6 FLAT PT S SO @ X\IIS\ O Q SHEARWALL EDGE WALL @ 16" O.C. x NAILING (BEYOND) 3RD BAY �� II SDS Y4" DIA x 3" LONG @ EA END Et LLJ 8d @ 6" OC ..--.--- �I g DBL 2x8 BLOCKG 4x4 POST &@ EA POST,II ' `_ OR(2)2x8 JOIST BELOW # 10 x 3" LONG WOOD SCREWS x FULL HEIGHT 6x6 POST �= �-- II FAIII■lArA _ �_� _ z „ EA END OF 1MNDOW SEAT �° �� ` N - @ 12 O.C. IN BETWEEN 1:::: SIMPSON / � � ;' � II 16d @ 6 O.C. BOTTOM ° _ 2x8 DECK JOIST D (") :' LUS26, TYP',. W/SIMPSON A35 CLIP 2x4 CONTINUOUS - = -- PLATE TOP& BOTTOM ,I/ EDGE NAIL PER _ _��►'� o C @ 16" O.C. - ; ��w ...,, EA SIDE OF POST NAILER z \-- Via° ��21/ �/ 4x6 BEAM ROOF TRUSS SHEAR WALL �, �_ r j . °p � II SCHEDULE �� 4x4 POST 2x6 16 . TYP ,� @ oc CD 1 LR AIR SPACE° C S C AS RE D z 4'-0" O.C. MAX I P WALL SHEATHING S Q SIMPSON N ;:,' 2 IMPSO INCLUDING SHEET { ) S &W/ IN 16" OF PER SHEAR WALL PLAN " 3"EA RAFTER, TYP ROCK CONTRACTOR SDSY4 x 3 EA CORNER& SHTG T EXTEND END I WOOD SCREWS TO VERIFY ,, TO BOTTOM OF 4x6 SHEATHING 2x WALL II 2x6 WALL STUD (2) SIMPSON HDU4 W/ SIMPSON A35 FROM BLOCK'G AT EACH POST FACE OF HOUSE AT END WALL PER SHEAR WALL FRAMING II @ 16" O.C., TYP IA. THREADED ROD 2x8 DECK JOIST, NOT REQ'D D D A 1'-0" ALIGN 4x6 W/6x6 POST SCHEDULE @ 16 O.C. II /8 WHEN(2) SIMPSON HD2A ATTACHED Cf) MAX EA END W/SIMPSON HUC46 OR (HEADER TO 2x8 JOIST EACH END 30 KITCHEN BAY WINDOW ROOF PERIMETER S7.2 32 PARTY WALL ROOF 33 POST BASE CONNECTIOIN 34 TOP RAIL CONNECTION S7.2 SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" 6-034-08 SCALE: 1" = 1'-0" 6-031-07 S7.2 SCALE: 1" = 1'-0" 6-045-02 S7.2 SCALE: 1" = 1'-0" 6-046-01 NOTE: NOTE: NOTE: 1. SIMPSON CLIP NOT RE UIRED WHEN WALL SHEATHING IS 1. SEE SHEARWALL PLAN AND 8d @ 2" OC NOTE: Q :f N - I F R ALL SHEATHING 1. SEE PARTY WALL DETAILS FOR ALL CALLOUTS RNATE NAILIN DETAIL. SCHEDULE 0 ,, N -. S 0 NOT SHOWN NAILED AS PER ALTERNATE NAILING 1. OVER FRAMING NOT SHOWN FOR CLARITY. SEE OVER FRAMING DETAIL II FASTEN BLOCKING O •U �- � N a, EDGE NAILING AND SILL N FOR ALL OVER-FRAMING REQUIREMENTS BY PLANS. 2. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, II W/(6) 16d EA. BLOCK '.` . e; PLATE NAILING. II � � ;� � o 2. SEE DETAIL 32/S7.2 FOR ALL CALLOUTS NOT SHOWN EDGE NAILING, SILL PLATE NAILING, AND CLIPS. r 1 SHEAR WALL SHEATHING IIII 3. ALL DECK MEMBERS SHALL BE PT, AND DECK HARDWARE II'�.- v .r..�i..._�� MUST EXTEND DOWN TO �--�;� "� SHALL BE HOT-DIP GALVANIZED. II„ ;..4 :.,•',:',.,''''...::: ,'-,'-'.-'_:.'..-"-.'.'... o�I I� I ' BOTTOM WALL PLATE, TYP 1.!V V ■4. REFER T FL R PERIMETER DETAIL FOR INFORMATION NOT SHOWN ■O 00 � , o 2x6 BL KING �OC I N . li �, CONTINUOUS WALL SHTG ALONG TRUSS I �� (2) 8d @ 4 OC _ 2x WALL FRAMING @ C� • . :i PER PLAN FROM DBL TOP BLOCKING I .16 O.C. �� ROOF SHEATHING PLATE TO RIM JOIST, DO NOT II ( •�- PLACE SHT G JOINT @BOTTOM II I _,. - � ,� Ti II PER PLANS AND :: °� SILL PLATE NAILING "' PLATE OF WALL OR TOP PLATE II I ^� 0 �� GENERAL NOTES ,, /I� L FLOOR SHTG II ,� -�■ '� II FLOOR SHEATHING PER PLAN AND I i \-- I - o ;f.. PER PLANS AND GENERAL NOTES I a V �I GENERAL NOTES II I \ ° w �, IT II FLOOR TRUSS I 2x6 FLAT DECKING W/ :r�I (2) 16d NAILS EA MEMBER II ;�: = PER PLAN I� INTO EA JOIST + !V I �" = II II II 7,-.=.... .-z.---:.=...-.=.. .. :-- S�RUCTURA► i! 'i! 'ice i � -ice �-il:�._ II ��,D OF Mill 1 F '" 48" MAX, CONTRACTOR "� H � ff' TO VERIFY '\ �' � 'Mow � F O AP �_i, q ,, � 12,320 9 I I I II,_ I -- I SIMPSON LTT19 W//8 0 I� I _ II s _� ,. . III I I x 6 LAG SCREW INTO I , FLOOR JOIST OR U II OREGON I BLOCKING OR RIM JOIST I BLOCKING PER PLAN 44110 �: 5) 0 ? I,%10 I 41 Y 15:046 �Q- I I 16" CONTINUOUS DOUBLE ■ 2x8 DECK JOISTS @ 1 O.C. CRIPPLE WALL BETWEEN TRUSSES N J TOP PLATE. SIMPSON J. EN I SIMPSON LUS26 (3)2x6 STUDS EVENLY SPACED 2x WALL FRAMING w/7/16 16 O.C. APA RATED SHT G LTP4 PER I ( EXPIRES 12-31-2011 2x8 LEDGER W/(2) SIMPSON " W/2x6 TOP AND BOTTOM PLATES SCHEDULE „ ALONG ENTIRE I x 4 SDS SCREWS 12 /4 0 2 0.C. INTO RIM I C 0 FRONT ENTRY CONT DBL \\ it JOIST I - TOP PLATE 0 Q w o _, Ii WALL SHTG < U co o~ 35 PARTY WALL FLOOR DETAIL 36 PARTY WALL 38 ROOF ENTRY ROOF DETAIL o 0 0 w S7.2 SCALE: 1" = 1'-0" 6-003-05 S7.2 SCALE: 1" = 1'-0" S7.2 SCALE: 1" = 1-0" z z w Ljj 37 DECK CONNECTION w 0 0 0 0 S7.2 SCALE: 1" = 1'-0" 6-047-01 co z Z 0 F- a_ E O U c!) w 1 ui N w a W--. co o (-N zz w d- I 75 o_ o_ w I- U Q Q 0 0 E d) 0 SHEET NO. 0 To co co 57. 2 �; JOB NO. D CEN-090 TS MST 2012 00299 MST 20i2 _ 00300 MST2012 :: 003Oi MST2012003OZ MST2012 00303 I0 EXISTING CITY WATER MAIN 1.-- 4") ••ir•irrirri•ri••i••i••i•rirrirrir•irri•rir•irrim••i••i•ri••i••i•ri•• ••i••ir••�rri•ri••ir•i�irrir•irri••ir•ir•r•rir•ir...... • ••ir•i r•ir•i•r i••i••ir•i•r ••i••ir•irri••i••irrirri••i••irrim••ir•ir•irri••irri•ri•r•> •i••i•rir•i••irrirr•sr•i•••a•rrir•i•ri••ir•i•ri•ri•ri•• •i•rim•ri••i•r i••ir•irrir••s••i••i••i••irrirrirrir•irrir•i•ri••i••ir•irriuirrirrirri•rirrrsrrir•i•r�� z LLI • i FLOW DATA i j STATIC 88 PSI i i '- e T RESIDUAL 87 PSI FLOW: 100 GPM I i I o O • SOURCE: CITY OF TIGARD ri r-I-7 [v13/4"--- [v]I- Iri7 CV 3/4" METER (BY WATER PURVEYOR) ; U ; N i 3/4" METER (BY WATER PURVEYOR) METER (BY WATER PURVEYOR) I 3/4" METER (BY WATER PURVEYOR) 1; v ; 3/4" METER (BY WATER PURVEYOR) ■ L T.J j I I 1 I I o j I j j I I , • I I f C) LL 0 j l- I -I- I l� -r 1- i - - o z o � - I w \ '• .7: \ f 1 It o ,�-� W z 11 , 1 I 1 O f I I Q I > d- CV I_ 1 1 1 1 ! Q ° p ! i 0 9-9A © PRV IF NECESSARY TO REDUCE TO 75 PSI MAX. I I Z U I (J)I , 0 ^ �:1I t0 � O Q 4 Z -- — —J —J 0 = N O ( C1.,-) ) Y 1 - (.6 Q Q c w 0 0 � - - - - - - - - - - - - k t¢ _ On GARAGE O�� GARAGE GARAGE GARAGE GARAGE NO A/S PER NFPA 13-D 4 NO A/S PER NFPA 13-D NO A/S PER NEPA 13-D NO A/S PER NFPA 13-0 NO A/S PER NEPA 13-D `\o Cil ''' (... CYD PLA 1„ -••-® � �-� o ►� �O z = C4\2 e N. & '�O O� z 0 ® O c O C-4 c...) N (:), , k-> : . cD , - O =;_-. : W : [ 1 ST ____,_ col Imo ._______, A N °`.. ..... --c...i, a_ ie■ , -r , -LI_ -------- --- \z .._ --- - - - -- - ----- -_- -- ---- - FT _ ___ --- - --_ �I4:-- O -__ _ 4 = r--0 "/ FHT1 _________---;\ --------- -______ -,, -______ /•\ P:14 E--.1 c-5-z —� CC r Le) dr, 4 }- , .n N Z 3,9 r-:4 P4 pr -..12.-0"....j 0 Ci) ,.< Z I 1„ E 1 c... w - —.�- ABC, -i—�- •.= 6�A \(j) 3 \ O \:=' FOYER FOYER ^d- �4 �,.. � 3�4 VN W $�' � - . i P FOYER ' � co O "I COATS �O :; COATS F-- :d _ = FOYER O FOYER 0 I ‘, \ 0, ,, / il Dr] < L 1 1 1 1 ' (3:\ - --7 m i IT - CO 1„ O� I Ijj-j1 L I\o ' " ) I I 1-.-. — — i ,, ACS- — — — = F- Cl)LLI 1 mss• I --i ( a I. Cn L - - - - - –�' i I IIE -- - -I E - I_F _ _ _ I 11E _ _- _J 1 . o I Lc — I z 0 :o.o w I UNIT AM (LOT 69) UNIT C (LOT 70) UNIT B (LOT 71) UNIT C (LOT 72) UNIT A (LOT 73) v '" P t�S 1' C, J� 47.2C9 w (DITTO 70) (REVERSE OF LOT 69 6': ` © '5 r/�� / G L / ��r il f i r r o ,II i rq is: r t q . w 3 // 0 C D PLUMBING INC. Approved O Conditionally Approved ] c See Letter to:Fo6low [ 3 Attached I < Permit Number: <C Address: By: Date:49.2=4- 7737 SW CIRRUS DRIVE BEAVERTON, OREGON 97008-6400 (503) 644-8698 DRAWN BY: M.S. ALDRIDGE CHECKED BY: DATE: 10.27.10 CE\ ERAL NOTES. : PROJECT: SUvMER CREE< 20 o ALL PIPING TO BE PEX OR FLOWGUARD GOLD AS APPROVED BY THE OREGON STATE PLUVBING BOARD (U.N. 0). d 1. ALL PIPING AND HANGERS TO CONFORV TO NFPA-13D AND LOCAL AUTHORITIES ALL HANGERS TO BE STANDOFF TYPE PIPE STRAP (WITH BLOCKING IF NECESSARY) A HANGER IS REQUIRED WITHIN 6" OF EACH DROP TO A SPRINKLER HEAD MAXIMUM SPRINKLER SPACING IS 16 x 16 FOR THIS OCCUPANCY AND EACH SPRINKLER V AY BE TITLE: LOCATED \O VORE THAN 8 FEET FROM ANY WALL OR CLOSER THAN 8 FEET TO ANY OTHER SPRIN <LER GRAPHIC SCALE THE SYSTEvI IS DESIGNED FOR TWO HEADS FLOWING IN VOST REMOTE UPPER BEDROOM AREA 1/4" - 1'-O" VULTI-PURPOSE PIPI \G IT IS THE OWNERS RESPONSIBILITY TO PROTECT ALL AREAS FROv1 FREEZING (40 DEG. VI \ IVUV ) I I \' SYSTEM DEN AND: 26. 1 GPM AT 78. 6 PSI AT HYDRAULIC REFERENCE POINT 12 (STREET CONNECTION) G H�NERAL LEGEND cl LI I SPRI �CLER SYSTEV HEAD COUNT LEGEND 10 SYMBOL VENDOR MODEL TYPE FINISH TEMPERATURE ORIFICE THREAD K FACTOR QUANTITY — 0 TYCO IF II (TY3596) CONCEALED PENDENT WHITE 160 1/2" 1/2r 4.9 70 I \ S P E C T O R \ OTIS: AFF ABOVE FINISHED FLOOR SHEET: REV: -D CAP LEVEL Iv 65347 VINOR DEVIATIONS FROV THE DRAWING ARE ACCEPTABLE WITHIN THE ABOVE LISTED PARAMETERS. --d PLUG SENIOR END ING TECHNICIAN 1 NARK S ALDRDGE I \ \ IO ARE THE FREQUE\T CAUSE OF NECESSARY CHA\ GES TO THE SUBVITTED DESIGN . CENTERLINEYYw . V A R Y I G SITE C O D I T N S Q 0' HYDRAULIC REFERENCE POINT /, 1— P — 1 0 r. 2 TOTAL 70 SIGNATURE , �� r ----- . I- Z iii i/ 12' OF BT OR D_ II I I I I VISQUEEN I BARRIER 110N 0 BRANCHLINE OVER LINE PIPING I I W/ PIPE STRAP O DED'SY I GRADE N BACK I- - - - - - — - — \ \ 3/4° DROP N I� —� = _ �J _lt — III - - �) _ — ::, — �1 = � ( ) \ == _:41 1 BEDROOM r o BEDRCOV I -- BEDROOM r BEDROOM BEDROOM BEDROOM SE AN -- BATH < 55 j _ J \ P 8'-O' 2X FRAMING N o 'o BATH < 55 - BATH < 55 w w I up It- 6* it - 3 7° r - ~ 1'-8' /-1- rib <b<cf b CI I�E�I 2 O t\-1 �.� GYP. BOARD OR J <�Q� I ACC. 11LE CEILING Z 0 <�` �(_`�• 1„ In 1" • • S 0 Po > Z 1n ? „ ' • ,n I } ` �p I. �a )j ,A - b° ! t w I d I 1" I 1n o`, n II .I a o < ° _ / "17 = Ir S) ft,=-. - - ><:? it ' _ =-=-1 t—n -.,_. . 1 i jr., L1— = it- - — = _ I _ m I `-- -r' Q D 111 }' GLD < 24 ;/ 3i4 L24 • " ' CIO < 24 GLD < 24 TYPICAL I \SULATIO\ COVER NTS. V. Ifni I C .‘‘ 1 nwI _ -11 — ��. yII1 Z -- TYPICAL 1- co v) �� °, n 1 ,° L� — � TO BE PROVIDED BY OTHERS m _ t . ��1 r LAUNDRY 111 _ rI I'� • 1 LAUNDRY I■■ >• t AFTER PIPING INSTALLATION Q fi PATH < 55 ,n ' 'V° III = ,� - % .I1 7m 1 a BATH < N5 c - Q r-= z � W.LC. -- 111 / Ir ¢gh . _ Ir - n --° _emu WJ-C:- H.rz¢ . L.— (ATTIC AREAS ONLY) �;° tt N: _ �4 j l 1 J z ,4 .gi p f BATH < 55 JO�N1 'U Jl Lu Los I I - -- LSD u• ` �, p f \-��- i L<11 U ' ��y, 1 ;off e7 __ -� .� g L _7\/�� sl - �' p� LAONURY ( J 0 / j 1 \4 \� I II 1 l '�/ '�\� 111 vv �� s"�� . \ //// ��/U/ s�� 3/a ` COs th 4p �.' I — � �LIL, – — ` w . '`� `�` I • BATH < 55 I Fro, I 3/4 _ _ I - ] m BATH < 5 Bnli < 55 11 I _ II 'Y ‘11 - , = = = II r 1/4 ' — 1 '-0') '�I -:' ', L 0 l r/: !n 'iaf I � CQ I\J/ .1 / If i% /. - BATH < 55 I H� (� Ne - - 3•-5. T •1,;r/ I 1 L' Z m CQ I - o v' - ; 1 „ I 1" T 1„ I I -- /m �;- - - •r-- • - - , - T . F ♦ —� — �' -=1/ / / / ,/\S a y CD :/ ` i 0 N w T_0° � .F ! y ,p�- T <4 rT, / . O P �� Z BEDROOM BEDROOM I - As 1- ' wic = / ` _ I RI c. - = BEDROOM BEDROOM \ o — iu- — — ii — -Ii — -11 it — �- — 4n I• `�- 8-0 /` �. . 1 1�r III I- — — — II — — o i ( REMOTE AREA # 1 Cee) en I WIC. I - ,H / - - I � t� i : FILE: SUMMERCREEK20B.SDF I Q I I NFPA 13-D I r IX 1L 4 - / _ BEDROOM_ : 2 HEADS - K=4.9 : I Q Z I T • - u Hr . - DEMAND: 26.1 GPM @ 78.6 PSI AT STREET �= o ui1 L_ . . _ . . _ . . _. . - • • - - - J 1 CD C UNIT AM (LOT 69) UNIT C (LOT 70) UNIT B (LOT 71) UNIT C (LOT 72) UNIT A (LOT 73) OD (DITTO LOT 70) (REVERSE OF LOT 69) o Cr Z e a e w v Cr w w can I C 1 C T Tr Z II I I I TIi ' H : ri:::° I 5� 1-4\ INIo° I II I I i I I : _ _ _ _ 1 1 = —– –1 14i IT Tct, ° I_ o MING �. LIVING LIVING o 0 . • = � p' T TEA w 1n , w t t �,-�, ;n o 7-7" t t EC 1" F� 60 F © o a 5�0 =� © o PLUMBING INC. n n -I _ ,`p 1 t lr, 1„ t CC o - . . 1" Clod III T - IIII Q DINING KITCHEN - =� DINING I 1"1 z n KITCHEN 1" 1" 1" _ III T j r 1 4-- a III 7737 SW CIRRUS DRIVE ` — <e �� — - BEAVERTON, OREGON 97008-6400 ;il y�\� I (503) 644-8698 ID N 4Ap I COATS L — ♦ 3/4n N UY 43 kg- _ BATH X'55 ♦ I �}� BAH TH < 551 11 1 --- — -- — -- -------— -I 1„J e � I o u sp ON --I I - DN DNS':/ I�_J I�� - -JD' .DN 1 n I • • 1 I 3/4" KITCHEN l • DN I C O � FLOO L ,AN �l a i l r _ .11,11_: J I DRAWN BY: M.S. ALDRIDGE 8' 0' �- ,n DIIJILL ; i 0 4 t 1/4" — l'—o" CHECKED BY:ri " 1n1 I C C I ♦ KITCHEN �I O OO KITCHEN - _ I -.�\ \\ 0.27.1 L-a- /1\ '` . 1 r 4, DATE: I in 4/4"4°- ♦ PROJECT: SUMER CREEK 20• g s UP UP Oo Oo ` UP – • Oo 1 � 'YO = T T " �� 1" UP 1 �� o 0 0 1n I h�� o o y UP i n • II 1 1" •N- • II BATIi`'< 55 • BATH/< 55 , j- z - /rN ( _ , _ . ( �I TITLE. _ P i t ° 4 o j ' o I r ?° LIVING GRAPHIC SCALE ALE = - = E I �° ® L _ BATH < 55 T 00 ® = _ _ _� - = _ = 1/4" = 1'-On MULTI-PURPOSE PIPING o�� \��op�� -9 SPRINKLER SYSTEM II II111 IIII c • 034c : " p� DINII<�_ i I to I 1 o�� , \�� 1= - = 4LJE - = 1 tt UNIT AM (LOT 69) o� UNIT C (LOT 70) .`Q. UNIT B (LOT 71) UNIT C (LOT 72) UNIT A (LOT 73) SHEET: REV:LEIEL�� (DITTO LOT 70) (REVERSE OF LOT 69) N t E 1 NAKK S r47 o • SEE FP-1 OF 2 FOR GENERAL NOTES/LEGEND AND HEAD COUNTS ® E P — 2 o f 2 ...)SOIMURE