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14198 SW BARROWS ROAD 11" 9h MON u8: 1:1 FA 180 576 1422 PRAIRIE ELEC. y',IIUj Oct , 9. 1999 11 ,49AM 6000 NE 88th St+errt Fax Over Sheet Vancouver,WA 98665 hon*'(360)573-2750 PRAIRIE Fax (360)576.1422 Milbrandt Architects 11715 SE 5th Street, Suite 100 •Bellevue, WA 98005 Tel; (425) 454-71. 0 --Fax:- (425) 646-0945 ct') ax To: RFS, � �� 199`1 Date: Attn: � a6� 0�'l ' V��pMENt Fax 10: C�1 t/Ci� �1 JO / to — ----- From: �v .. .,��t,�t�1t'1 Job N: To: _ --� _ n From: J/�� C�!T'j' o I r— Fau: f7 , i 6 I Sc�` S r 9 -SNIT D - .I , - —/ Z �i' t , I Ei ,i ,1,., - Project: �� s A s y f# Pages (Incl. Coyer Sheet): 6y y' 7-I — _Date; /(� - 9 . I-WN -Qw,, ! 91 1, ,1, �� I y /, i7 - } 7- // ll'� Amp( - ZA r•Aris AI$a 141 +S IcY'b A.hh. (' lot l�wps COmm011ta: r Phonez SQ O 1�� y�7/ A/. Jry rages: �, ! Ah r' ;.r: \ > 17 Sep, 1 �L `/ l o:,p f•„ As-PS O j � �stffl'1L�1_ _-.e�Lr.�_._ -- n n V�/` �'71� CC: ---- _.__ //�� w.r+t 1'xr� I (1.5 A-PS � � /1�� • q S L tP.✓C. I 1�5. 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OR'IrR toys I I 107 Amps l �• f'T.k AF lla1. __ � �)`I( RrS I / /+• 9nao laa� f aT—i,T`�Kl1r. in 4 1 A Don I Nark Uf if .y 40 I i „01tn� C,[e0 k,� 110��0qq 1 ' 't Off(( 1T,e.o 1 A/r L4�o0ff tyll"1 V ab POLYGONS iWl Sf COMPANY I wesrlet ! v• 1" <o +'. �t�•ao I ^/� I t� i ev 0„P 1400 '1`"'`''r aero A'�.+�t f U•ri r l.ti ano ��//��►/' I �/ f uw ta.� 0'sp lase wAt Nrr 7Sn+± V Andreae"pIM•2700 N.E.Andreten,Suw,e U-22•Va"COUver.W A 9A661 _r - 1 I u 1- ♦ i Ol,r 4*00� p;aP 4x+0 r 1- I OV 7.at, 0 VV I:me • ! L4LS-_t_ ♦— VALERI SANCHEZ 34,ZSG gyp I , 127,97q Acqu0tion., ISI A m S 1 16,N 2 0 •� n P 1°I S A►,PS 231 A a�; MOB" 503/793-3436 OFFICE 360/695-7700 CCB 00102912 FAX 360/693-4442 n Il. C) l / ------- - - T R A N S FO R E R 3 H 14198 HARROWS a 1 OF 43 w �+ RLC 98.0569 14198 BARROWS 3 OF 43 If this votive appears clearer th:1n the JUN 0 2 �000 document, the document is of u:;lrl;in.11 gn:Ilil�. 1..1'11.�`ro llI-iI1I!I1�0. d INCHH NAME IN CHINA �I 'i�i ►!j� lj:jl ilii! ili�lil�ijl� ;i I I� liltlll ill�l I III I III`j i I ' tllyl. Coot 17 ,�, IIlllllillllllltilll!iiilllll SII `IIl i(!!E ! II i !ii I 1 I. , f �_ . I I . I. , . I. -�_. f1 .-_ �_ _ T_ .l � �r I�iII I fail I I nl 1 rilfl! h, 11 ,ul , I Lr ltlll...�_.j.Il�f.I,ILlIIl.L(il l li..,lll(Il.�II11 iEll� 21 flfilllii.,1111t,..11Ri.....liii.. ifiii,l.11l...11lll.lllillllill...l..Illf!!.„ Il1,111,Iji,iilllil�'t �lll1 jtii,II,IIl,,.. ,,,I�r r !{,,,..,.III„lj,lllllill,�,I�IIii. a 1 j i t •�, SCHC3LLI' S AfILLAkGE TC3VV1 *JHC3hAES 011) 0 71 UNIT (Wff0N13 [3M11Y1UM �., o 0 o W ao cc P 0 LY G INA N 'THWEST COMPANY o TIC2AR REG N CD z wo Lj �- Q RELATED Z m `" _ � � M PROJECT INFORMATION L.I'�T OF DRAWINGS > J � SUBMITTALS , W I o)ect Name Scholl's Village Townhomes t (.acarian 14190 SW Scholl': Fe Road, Cover " W � SDR 97-0011 VICINITY MAP Building Code 1944 UBC with State of Amendments � V) W � 1 Civil Site Plan 1 :) � Ul UnitB ...........+.......Floor Plan O 1p W n ACCESSIBILITY U2 Unit B ... ...............framing Plan � � U3 Unit B .... ..............Unit Utility Plan ` U4 Units D& D2........Floor Plan lid Reference: 1996 State of Oregon Structural Specialty Code(based on 1994 2c � U5 Units D& D2....... Framing Plan W Z r' al U6 Units D& D2..:.,...Unit Utility Plan a 0 UBC), Chapter 11. �,,-�:�Nwgy Y n W All R1 buildings are non-elevatored buildings. All residential units are �'� F1 Building 3 .........................................Foundation Plan multi-story (townhouse)dwelling units. By exception 3 to paragraph Unit 'f a Summar .,•.•Framing Plan J � F2 Building 3 :........:........................ . g - 1106.1.10.2 all units in this project are exempt. There tine no adaptable ALLEN � Unit Garages Residences Occ. Bedroom Bathroom Unit F3 Buildings 10, 13, 6............................Foundation Plan Z dwelling units in this project. i w Type Areas Cars 1st Level 2nd Level 3rd Level Total Load Count Count Count F4 Buildings 10, 13, 6........................ ..Framing Plan B 484 2 36 546 547 1 129 6 2 2 37 F5 Buildings 2, 6, 9, 14......................+...Foundation Plan P9�'� 5 F6 Buildings 2, 6, 9, 14 Framing Plan ' AREA D 75. 2 S2 71►9 71U 1471 7 3 2 34 F7 Buildings 5 & 8.................................Foundation Plan PROJECT TEAM 5cH E Y � Total Project Unit Count. 71 ....,,,Framing Plan o� � i F8 Buildings 5 & $..:....................... o F9 Buildings 1, 11, 12, 15 ......................Foundation Plan W SW SCROLLS FERRY RD F10 Buildings 1, 11, 12, '15 ......................Framin o OWNER/ DEVELOPER: POLYGON NORTHWEST COMPANY /-'- sw WALNUT 8 8 Plan 2700 NE Andersen Road Suite D22 Vancouver, WA 98661 SW McDONALD St Building Summary F12 Buildings 4 & 7.................................Framington lan Pland s ® (360)695-7700 Building'F pr or No 1XIBl) D[I1313D I)BD Tolals F13 Building 17 .......................................Foundation Plan �--• "r F14 Building 17 .......................................Framin Plan LLJ I 0C Unit B 2 3 1 37 8 8 ARCHITECT: LEONARD J. ?•�IILBRANDT' 11715 S.E. 5th Street, Suite 100 f� D _ z 2 2 34 RI Building 3......... ....•........RoofPlan w Bellevue. WA 98005 Iota) t)nits 4 5 3 71 R2 Buildings 10, 13, 16 ...........................Roof Plan R3 Buildings 2 6 9 l4 z (425) 454-7130 ��r a!� (lcxupirnc� '1'�p+, (1994 UBC) 8' Roof Plan U1 2478 2962 1994 43578 R4 Buildings S & 8 ..............................+...RoofPlan 'V a R5 Buildings 1, 11, 12, 15........................Roof Plan LL,J 1044550 W.. Nimbus GENERAL CIVIL ENGINEER: WUE INC. NOTES RI BIst 176 212 140R6 Buildings 4 & 7 ................Roof Plan > ) 1st R7 Building 17.........................................Roof Plan ! Portland Oregon 97223 2nd 2510 3056 1904 ...•••"''"""'•" O (5w) 603-9933 1. Comply with all applicable codes and ordinances of City of Tigard, Oregon 3rd 2514 3061 190 El Buildings 3, 10, 13, 16............... ........Exterior Elevations and the State of Oregon: Total 5200 6329 4071 91787 5, 6 E2 Buildings 2, , 8, 9, 14....•...............Exterior Elevations U STRUCTURAL ENGINEER: CT ENGINEERING 2. Do not scale drawings, Occupant Load 26 32 20 E3 Buildings 1, 4, 7, 11, 12, 15................Exterior Elevations E4 Building 17..................•......................Exterior Elevations i 180 Nickerson Street, # 302 3. Verify all rough in dimensions for equipment provided in this contract or by i Seattle, WA 98109 others. Construction Type; V-Ihr V-(tor -Ihr Q Sprinklers Yes Yes Yee D 1 Structural Notes U (206) 285-4512 4. Verify size and location of and provide all openings through floors and walls, D2 General Structural Details furrin anchors inserts, Building Count 6 7' 4 g, rough bucks and backing for surface mounted items. D3 Structural Details 5 Provide furring as required to conceal mechanical and electrical work in all Total Built Area �6,1K,8 65,037 24,260 135,365 D4 Energy Notes and Details DEFERRED finished areas. DDetails 6. ,All swinging doors not located by dimensions on plans, interior elevations, or D66 Details details shall be 3" from face of stud to edge of rough openings or centered D7 Details SUBMITTALS between room partitions as shown. 7. Plans are drawn assuming the following rough openings: Swinging doors: Nominal size +2". Roof truss design drawings bearing a State of Oregon Registered Engineer's Bi-Fold doors: Nominal size +I-1/2". �- Stamp. Bi-Pass doors: Nominal size +0". w Floor trusses or engineered floor joist systems(TJl etc.) if used. Windows: Nominal size -►•0". LJLJ R� Sliding glass doors: Nominal size +0". ! O 8, Fill where required with earth free from organic material. Compact fill in 1 u" `� , VENTILATION layers maximum. �< > 9. "Finish Floor" refers to the top of concrete slats or top of wood floor J LIJ Cf)sheathing. ,-_J L2 Do NOTES10. Exterior walls shall be 2x6 studs at 16" o c. and interior walls shall he 2x4 studs at 16" o,c. unless noted otherwise: z o 1 The water heRters, furnaces and fireplaces are natural draft 11. Unless otheewise noted, plan dimensions are to face of studs and face of 0 H- combustion applianr;es. Those within the heated envelope of the unit are concrete walls. 0 « 12. Refer to interior elevations for cabinet and counter lengths, dimensions, Z L� . provided with combustion air ductwork from the exterior. Those within the Kt0 ,_ garage are supplied with combustion air from the garage via garage door countertop materials and detail reference. Verify all existing �imensions before 0� perimeter clearances. See Energy Notes on sheet D4. installation. Z; 2. Outdoor air inlets shall be provided in windows as indicated on the 13. Provide caulking between sole plates and subfloor and between rim joists at Zw U unit electrical plans. See Energy Notes on sheet 74 for window both top plate and sutfloor. C� requirements. 14. Hydrants shall be in service prior to start of framing. r 3. See notes on unit plans for undercutting doors. 15. Through penetrations and membrane penetrations of rated wall or tloor/ Q 4. See unit electrical plans for ventilation fans and locations. ceiling assembly will require firestopping per UBC 709 and 710, 5. Unit volumes are based on the unit areas shown on this cover sheet d multiplied (per floor) by the ceiling height shown on unit sections. Volumes are as follows: //�� ,._.._._LE. J&d f. J O H NO. GA M Occupancy Ventilation Fans are all 80 cfm. DESIGN L OA8° , Anproved. CITY... .. ..OF. 11 G A RD.. ...........•, (t 98-12 a Conditionally Approved....... ...... ......:........... ( I: I r oply the work as described in: ENERGY NOTES Live Loads: Apartment Floor:.......40 PSF + r i1vi i T NO,_ Roof.........................25 PSF Snow .......... ..... . .............•........ . (Snow) ��r„� L.L�ttwr to: F oltow. ...l •�. 0o Exit Facilities:............ 100 PSF Attach.. ...... ......... I, Reference: 1996 State of Oregon Structural Specialty Code based on 1994 Wind Load: 80 MPH, EXPOSURE B Job Address:LD /5!/9,1y_, .�_ ,E.•2<'`"_c LD UBC), Chapter 13. Earthquake: UBC ZONE 3; Z = 0,30, 1 = 1.0, C = 2.75, Rw= 6 13y Y o All units use the Prescriptive Compliance Path 1 of Table 13A Allowable Soil Bearing Pressure= 1500 PSF per Foster Geotechnical report dated See Insulation Notes on the unit plans and Energy Notes on sheet D4. June 15, 1997, - -� U Fuel for water and space heating is Natural Gas. N HL(:98-0569 SHEET ORDER: S U F F? E D 14198 BARROWS 4 OF 43 f : if this notice appears clearer than the ,, !+,I k � 1 ► ,I � JUN 0 7 00 mlcrofilmecl unbent, the tlricunrent is of tit, al quality, r �. _ . I ,I ► IIIIII!I! ' I I c 1 II I ) Ii i �- ; ..Iu . j, :II `. I ! M 1 � l� r„ ; I 1 1 1 1 1 1 1 1 1 � � i : I i , 1 , i ! 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Y: m..i-•.w9+r ..,.ti ,�,:,.W.,nn'++1.... .: IL! 1M1/l' � ..' . a ..l wWpliYf+•.....i. uLa 1 1J I i I Y I + i ' 3'-2" 4 I. 4 Iln " I Yz" CLEAR 3 -2 -- v "� O O BETWEEN [7]:-:�f(ALL _- "' 29 WINDOWS THIS WALL) - 11 -11' .- - 4- O � HANDRAIL 14 C-10 (ALL WINDOWS THIS WALL) '� W el: WALL _ n 12 I 27 =� i� 3'-4- - t8 -8" 3'-4" 20 2x4 SCFEEN WALL DECK` -- -_- - 2x4 SCREEN WALLi�j ri26 _ - - -* I AT CENTERLINE AT CENTERLINE TOP OF LOW -- -- � 1 25 I I II 1 -10 2'-6" 2'-6" ��I- 1D I �D6 --- ' `I _mac i PATIO WALL AT +36" 10 -_. _____- -.__-_ _ I ')'-7" 4'-0142 4'-Ohr" 4'-8" ` 9 1 °° 24 N 2-0 5A-U �H 2-0 5-LO SH 18' -- --. I v - ---- I II � I I 3-0 5+0 SH I OVERHANG I15'- 1 Z g N 23 - - — I _ - - - -+ ---- - --.-- 12^ 'v I 4 _ _ `° �. 2 r �` lµ•, DIA. 7 :11 �'' 2 -- - rn _J t , 10 I I i 2'--3Y4" 6'--lt�r" 6'-11Y4" Q W O HARDWOOD - - -- HANDRAIL 6 rn 21 -- a 1'_ of I 1-6 5101E 6-0 6�1U SGD 1 6 5�0 I ' 3 0 40 SH , W I AT + 34" 5 I 20 i a ►-i �� --- --- - - -- -- _ 7 ('a f TY'PiCAL - Q c 19 .r R-25 INSUL. IN FLOOR, '_____ �••_____J •L __�^ ••� i i f- Z 4 - r- a 8 ------ � FURR CLG. TU '� z 2x4 WALL � �'- I ! 3 M 18 I .. I +7'-6" FOR 1 I N M Z �p I M 2_ I - }_ I I I I FLUE RUN _---� , I I �n 0 J I .- ! 17 U t5 16 I ACTORY � , a I BUILTGASD RECT I I �� > ~ ~ II > \ o j.-2" ' i I BEDROOM I , VENT FIREPLACE Q 11 S W I I � I �n I I � • CARRY PARTYWALL 'm I - W c FURNACE F I r rHRU FURRING I 2-6 INSUL 11 _. I I V) W RISERS I I U E LUE I �wB U NG � _.(WH r � �• w AT 7V�" I CJ I LI VI N G TYPICAL_ I HR. RATED SELF-CLOSING ; tO -_.. x I I I i FURR DOWN FOR ------ -- - -t �" I 2x6 WALLURN. FLUE I �+ DUCT RUNS. I I W N " 1 FURR Cl G AD I 1 9 2 S do P IW Z �- mMAX. RISER = 8 2 4 HCW _ -ATH v IN CLOSET "' - -------------- -�', 8" �, - - -- --- - --- -----__ Lam: - 1 o O J 3'--8' I _..-- - -- -- --- - ----- ao Lrj ni p 3-0 BIFOLD FLAT "ARCH" AT +8' SUPPLY 3-0 BIFU DD - ! AIR IN N DN I I CARRY PARTYWALL ARCH I I I I I Z c GWB THRU FURRING 3 -11 Ys" BASEMENT TO FIRS' TO V; I TYPICAL — I I "' FIRST FLOOR SECOND FLOOR � DINING STORAGE(_Z"0 TUB I l , 11'_6Yz" ao � i R-25 INSUL..�-- — po O I I UNDER %� r� ;v, o M. 9ATH s _ _ I GARAGE STAIRS - W 2- 4 HCW �1— I ' I r_ bo PROME LOCK v 12" COUNTER AT S' INSULATE Q o i �+ WALL ABOVE I o STAIRPLANS I AT DRAWER ER BA , I 9 Z" I I I '4 r 17" +3'-9" Of �AwEa BANK �. 2x6 WALL UNDF_R -- ;;, STAIRS ----� D4 I O� 1 /4"= 1 -O" ----- - r - --} mc �< i I - -...--i -- I I 11 �i ' 8'-4Yt" 3'-51h" 3'--6" DW I i I D4 - N ;i z I FLAT "ARCH" AT +8' �D5 -- 3 QD5 IL KITCHEN 06 ! �I 7 I i G C I I A�A TL : cl• DS �, I a. ao MW I - -141 O v z MASTER I Q'! I PEDESTALa i :IBEDROOM 8'-6a''� .:2'-6" 2'-6" 22" P. I FOR�. , , ivo D o .. ... 8-0 7�0 SOHD -LL 3-0 5'0 SH ' I 2-0 5-0 SH 3-0 5-0 F2-0 5-0 SH I S' I 2-0 5j0 SH T 2-0I5-0 I 11� 4' 4'-0 � , 2'-0" ,--10'' 2'-6" 1 2'-6" I ,-10" ,-116�t -4- . 2'-8Yi" I - 8'-0" (ALL WINDOWS THIS 4."ALL) 4L_ IT TRELLIS -- - -- , ! I— I_ 3'-9�., ' LY." Lu WINDOWS THIS WALL �I� w ; Lm THIRD FLOOR PLAN NH07 o SECOND FLOOR PLAN N��ID'� � FIRST FLOUR PLAN U 0-1 U 1 /4"= 1 ' - 0" 1 /4" _ � ' -0" 1 ,4..y1 • _ r�•' < W 0 c 0 ua I > � W 1a 7 O9'� L N O T E S_ _ __ --� u < Z FRAMING: 2x6's AT 16" OC EXTERIOR WALLS PROVIDE WATER RESISTANT GYPSUM WALLBOARD INSULATION O 2x4's AT 16" OC INT17RIOR WALLS UNDER TUB AND SHOWER ENCLOSURE MATEMALS WALLS: FIBERGLASS BATTS OR BLANKETS O UNLESS NOTED OTHERWISE. TO A HEIGHT OF 70" MINIMUM ABOVE THE DRAIN INLET. 2x6 WALLS - R21 I ` Z ■ •••••• ••••••• •• R-21 BATT INSULATION WALLS AGAINST ATTIC SPACES SUCH v WINDOW HEADER HEI(;HT IS 6'-10" ABOVE FIN. FLR. NO PLUMBING SHALL BE LOCATED IN THE 1" AIR AS AT CATHEDRAL CEILINGS - R21 SPACE IN THE PARTY WALLS. CONCEALED SPACES SHALL BE FIRESTOPPED FLOORS OVER CRAWL SPACES AND AT Q IN BOTH DIRECTIONS AT 10'-0" ON CENTER ALL BEDROOM DOORS, AND BATHROOM DOORS SECOND FLOOR OVER GARAGE AND OTHER AND AT FLOORS. TYPICAL. IN BATHROOMS WITH AN OCCUPANCY VENTILATION UNHEATED AREAS - R25 FAN SHALL BE UNDERCUT A MINIMUM OF 3/4" ALL ESCAPE OR RESCUE WINDOWS FROM SLEEPING ABOVE THE ADJACENT FLOOR COVERING. ATTICS: BOTH FLAT AND SCISSORS ROOMS SMALL HAVE A MINIMUM NET CLEAR TRUSSES - R38 OPENING OF 5.7 SQUARE FEET. THE MINIMUM THE FRONT DOOR SHALL BE OPENABLE FROM THE CLEAR OPENING HEIGHT DIMENSION SHALL. BE 24". VAULTED CEILINGS AT STICK FRAMING - R30 JOB NO. INSIDE WITHOUT THE USE OF A KEY OR ANY MINIMUM CLEAR OPLNING WIDTH DIMENSION SHALL SPECIAL KNOWLEDGE OR EFFORT. IT MAY BE BE 20". SILL HEIGHT SHALL BE NOT MORE THAN PROVIDED WITH A NIGHT LATCH, DEAD BOLT OR DOORS: MAIN ENTRY U=0.54 98-12 44" ABOVE THE FLOOR „. , ALL OTHERS U=0.20 7 SECURITY CHAIN, PROVIDED SUCH DEVICES ARE _ OPENABLE FROM THE INSIDE WITHOUT THE USE OF A WINDOWS: ALPINE WINDOWS ALL GLAZING SHALL CONFORM TO THE '94 UBC, KEY OR TOOL AND MOUNTED NOT TO EXCEED TYPE (VINYL) MODEL U CHAPTER 24, SEC. 2406, SAFETY GLAZING 48" ABOVE THE FINISHED FLOOR. GLAZING IN ALL DOORS SHALL BE SAFETY GLAZED SLIDING 280 - LoE 0.39 AND ALL GLAZING WITHIN A 24" ARC OF EITHER FIXED 780 - LoE 0.36 THE FIREPLACE SHALL BE LISTED BY UL OR FM AND SINGLE HUNG 580 - LoE 0.39 VERTICAL EDGE SHALL BE SAFETY GLAZED. SHALL BE INSTALLED IN ACCORDANCE WITH THAT SLIDING GLASS DOOR 180 - LoE 0.37 S LISTING. ALUMINUM SKYLIGHT 950 - LoE 0.50 PR01�DE fib" (MIN.) GYPSUM SHEATHING ON WALLS BENEATH TUB RIM TO SATISFY FIRE REQUIREMENTS - --- AT PARTYWALL CONDITION. t i N E,L,C 98-0569 j419a BARROW") SHEET ORDFi�: S U F RED -- 5 OF 43 a L{in llf lhie sulticc appears cic:rr•cr• Ih:ur the JUN Q 2 2000 cameral, the dw,11nlenl is of marginal quality. "� ,, Illic (�f11111 cl VIII !1► 111i '!I!I! 11111i1!'I' !Illlll II!I! ' I t I �' ' , !jli � l !I! ! �; 1„"'1T� 1 � ! i' I � I j ��i �'I.I� 'i' i� ! , !.``'! ! !!� j ,j , .I, !. !,.�. �.I r�� jj! � 111111 � I111 Ii ; If � � I . III li�i � i! ILII , •I -!i . . Ii , l •il � Iii it . � I INCH ( MADE'' IN CHINA if it---�— __—�— tc — _ ---� _ �_ _ IT I ( ( ! ILII !III II I!'1 ILII Il I IIlII!!!!!!ill! I Iiill!11I�1iI!IiIlllll!lIl!III!I!Illlii ! I!l I!ii I I nl r1... I Iiil I 'II II I,t ,I t, tit :: I I tl::t� n„ ,ttl t ,:lilrlt, tLltt ,tt t }T I„�, • .� � 1 1.. -l.l.._ 1!I ,.,L .� .1.1. ._ _. . . . 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F-- Z WHEN THERE IS A ROOF GIRDER TRUSS HERE - W W SEE BUILDING ROOF FRAMING G1_q I _ �� I �r Z PLANS. _ f Q 4) CS16 C=> 03 63) ly- V) -(2) MS 48 MST37 m ----�.----, f JRN. J = V) ACROSS i (2) MST48 I TOP ! HD14 P2-3B H[J14A F L 3ht"x11 r6" HDf� C� I PLATES 7 1� -PSL-3Y�z' 11 /e".�D�DROF 5�t WWF ------ I; i N I l 4 '^ ------- L-- I -' ------------------ I 2) TJI FB P1-68W I 2 TJI r n _ f',- J 1 ► ; i I i _ V-- WM 't ' I W Z FIXTUfrE� I F ! a O ABO ST,�IR W r DUCTWORKI FRMG. J PLUMBING WALL IN FLOOR StAIR AMING MST37 I •.FR0 ACROSS I Z c� - TOP - — �ibNDR 3 --- © P TES - - PHDR _S 3�/s"3 i 1 A� - _ - r!) DROPPED 5V2 !� 1 U21 O 15 FACE OF ACE BEAMOF D5 I 1 BEAM ?.) Til CK: -9'-4" LU O - --- --- --------- -- ) (�) — DUCTWORK------o --- ----- et ------ i ' - 6 - -O PLATE O Q PROVIDE THESE POSTS ONL I r. O WHEN THERE cS A ROOF co N ao I NFLOOR Ii D6 �I GIRDER TRUSS HERE = I m m SEE BUILDING ROOF FRAMING - I j 10 FLANS. c,I -7/ -I CL m un I o I I m I �I LY z u7 I cn0 /—'1W8x21 STEELI, . Q Z 48). 1 I COLUMN MST60 rPSL-3e.t 1= " HDR 1 ' BELOW THE I i I DBL. TJI WALL ABOVE z o CS18 ---- 1� F'1-30 - MST60 4x10 HDR g I TRELLIS: I U2 I ?xB AT 1 8" OC Q 6x6 POSTS- Q MG�O`U THIRD FLOOR MIO U o THIRD LEVEL U2j , /4 , 0" SHEAR WALLS , ,,; - , ' FRAMING PLAN AND SECOND FLOOR SHEAR WALLS VS E. C O N D LEVEL FRAMING PLAN 1 AND FIRST FLOOR SHEAR WALL; ~ w W a`_ SHEAR WALL NOTES FLOOR FRAMING NOTESU Q LTJ SF STRUCTURAL FASCIA .J w z 7 SHEAR WALL TYPE - C'"'" L11 FOR NAILING O Q)G1- • INDICATES DOUBLE - uDS AT PANEL EDGES. F6 FLUSH BEAM ` L�j, i •/ z n X SIMPSON HOLDOWN TYPE -- SEE D1 HDR HEADER - :3= ATTIC INSULATION �� FOR SCHEDULE. 1 R �"- TOP PLATE CT GIRDER TRUSS _J 0' 13 9 ! RETURN AI (X) MST -- SIMPSON STRAP TIE TYPE -- SEE D1 -..J z � t) 4 04 D4 I INSUL. FOR SCHEDULE. (X) = NUMBER OF GL.B GLU-LAMINATED BEAM 1 z �. INSUL. ► STRAP TIES PER LOCATION O (1 i NUMBER OF STUDS IN MULTIPLE GANGED POST = _ �D610 _ 4 I co WHERE SHEAR WALLS REQUIRE PLYWOOD, IT SHAD.- BE I D4 ! DS I APPLIED TO SIDE OF STUD WALL SHOWN AND SHALL HANGERS INDICATED ARE SIMPSON STRONG--TIE � z I 20 CONTINUE ABOVE AND BENEATH OPENINGS.SCREEN FLOOR FRAMING IS 11-7/8" TJI/250 PRO 0 16- O.C. UNLESS NOTED 13 _ _ 13 �� g�w D6 WALL R SOME PLYWOOD SHEAR WALLS MA Y REQUIRE DOUBLE 4 �D5 DS D6 12 0 2x STUDS SEE SHEAR WALL TABLE SHEET D1. FLOOR SHEATHING SHALL BE 3/4' T&G STRUCTURAL #2 I I INTERIOR WITH EXTERIOR GLUE 5 PLY DOUGLAS FIR PLYWOOD, INSUL. o L X=# OF SIMPSON A35 CLIPS EVENLY SPACED. PANEL SPAN RATING (32/16) PER UBC 1994 TABLE 23-1-S-1. 14 L.I VI N(17 FOR NAILING SEE STRUCTURAL NOTES SHEET D1. 13 D4 -- --- ALL BEAMS AND HEADERS SHOWN SHALL BE SUPPORTED ON DOUBLE STUDS UNLESS NOTED OTHERWISE. PROVIDE 3 BUNDLED STUDS JOB NO. t UNDER BEAMS GREATER THAN 6" WIDE AND 2 BUNDLED I 15 6 r ( 15 I —, _� STUDS UNDER BEAMS LESS THAN 6" WIDE. FACE NAIL 98-12 I D4� ,✓ I GAI=` GE I BUNDLED STUDS TOGETHER WITH (2) 16d AT 12" O.C. TYPICAL. 18 INSUL. L RE TLJ1 AIR SEE SHEET D2 FOR TYPICAL WOOD FRAMING DETAILS. G3 CD I-- 04 r- (JI1p9R-(1227 dcBl Ip 9R-(,22R SHEET ORDER- S U F R E D / 15865&15R75 SW 74"'AVt: 18nF 13 'a If this police appears clearer than the JUN U Z 2000 4 curnenl, file doc•unienl is of 111.11-ginal quality. 1111CTo 1Imed lll�lll! 1111 ' !1 !! !I !IIIIIIjijl!111111111 11111!111!1!�111 11!111ij!111! I !1!jyi 111 : 111111 ! 111 !!j!1!i! !jiI! IiIij!j ,, I II iII 1!1!i!I 11 ,1111!i!I 11!1! 1 !1 !� ` ` ! E _ ! I ! t INCH MAM IN CHINS ' MA c � r I = ! it 17 , ° 1111!I!;IILII" II! 111!'!1111 I I III!!.lII fl I (Illi!!!! !!lI�I111!llHlillf!i;!lu!I! ! 1! I !! I �!'� I!ti!� I I' I! ! III II ;1111 II1,1, r ...I I 1,. II.III IIII.I I IIJI 1 i.l _._. . . _,. _ .-_...._-..,_.._._I,li� !II_.�..�.I,fl l,,! 11 .fllll.l,llf, 111,1!!1 Illf�,l.l1!!IL..I.�III .1..,11,I,IlI..Ir,rill,,11,...If1!II. ,rlll,ll ,,.,,ll!1„111,11!1,1. ,,I.111111....,II �III„ 111,IIIIIIII11►, a !Nil v1 ru , A t I 0 in w � r O � O ODi� W 01 ll z ci w0 - --- - _ TV - - Z c� TIV Vi m = I I TO // I O_ J = M I I FIREPLACE ! I 0 — BEDROOM 2 } I I I I W 3 1 ! I LIVING ,' I � � � W4iin i I > - , I I i i i I � W � I RETURN I I - FLUE r ww i IN CEILING DUCT RUNS i AIR HIGH I ��TI N J (4 S.D. I FURNr !:. Q ' eVTR I I - .u - -- - -, : Q � ./ Z i BATH �. ' _ — — ---- -- — —t- -- I - - - --- '--— ---- -�— �_ r 0 O .� ARE TURN -J' j�� r W AIR HIGH AIR PNY\ S.D. i 1 J r " I I I I ARCh I ! 1 i °z I �. 39 S I I I I 1 --T— I I I DINING M. BAT I I i STACK I 1 Q I 0 TERMOSTAT T I I I _.n O► ■ TET. do SWITCH(Z) ! I 1 VTR +39" I ! ' -- -- I mc \L I I i — M,. DoI +44'0 I I I GARAGE DW I I �U I I PRE��IRE LOW AT � TEL I I+4 - --- I i VOL 'ACE WIRE CEILING I >- Z - _ I FOR GARAGE 11 I I 3 DOOR OPENER 11 S �-- I k ELEC. EYES ! ' ENKITCHEN 01 MASTER BEDROO 1+4 -ELECTRIC Pe P. ASEBOAR �. 1'II Q{+4 ^t~ - -- -----�----- - �` --ILLQ ry V I i I TO I m 93 I PHOTOCELL 1p TO \ I I I I PHO rOCELL 1 UNoT RE@ SECOND FLOOR ELECTRICAL PLAN I z ��o l`��►�o� a FIRST =LooR BASEMENT 4 1 , r > ELECTRICAL PLANLETICAL wC� � gyp► PLAN < > U w _j 0 w > z o 3: ■ � ELECTRICAL. LEGEND v� M & � GENERAL. NOTES VENTILATION NOTE= S l z DUPLEX RECEPTACLE OUTLET DIRECTIONAL INCANDESCENT HEAT LAMP, EXHAUST FAN RECESSED HEAT LAMP - THIS ELECTRICAL PLAN IS THE ARCHITECT'S MANUAL SWITCHES FOR OCCUPANCY VENILATION FAN VENTILATION: SEE NOTES ON COVER SHEET. O O ►__ CEILING MOUNTED LIGHT COMBINATION RECESSED CEILING tet'° NUTONE 9410H, 25OW LAMP SUGGESTED LAYOUT. THE ELECTRICAL CONTRACT SHALL BE CLEARLY LABELED "VENTILATION". 0 DUPLEX RECEPTACLE OUTLET FIXTURE — NUTONE 9417D CEILING FIXTURE IS ON A DESIGN—BUILD BASIS. ELECTRICAL ALL EXHAUST DUCTS SHALL. BE RIGID METAL, SPLIT WIRED (SWITCH TOP HALF) } INCANDESCENT CEILING 250W LAMP, 70 CFM ® 0.25" WG, CONTRACTOR'S DESIGN SHALL BE APPROVED BY WATER HEATERS SHALL BE A14CHORED OR AND SHALL BE FITTED WITH A TIGHT FITTING ( Z Z ■ MOUNTED LIGHT 4" ROUND DUCT. t��t METER CENTER THE OWNER AND SHALL CONFORM TO THE STRAPPED TO RESIST EARTHQUAKE MOTION. BACKDRAFT DAMPER CAPABLE OF CLOSING WHEN t.,J .SINGLE RECEPTACLE OUTLET APPLICABLE ELECTRIC CODE REGARDLESS OF THE FAN IS NOT IN USE. C!) 208v (R: RANGE, D: DRYER) � INCANDESCEN r RECESSED ® RECESSED CEILING EXHAUST FAN © ELECTRICAL PANEL WHAT IS SHOWN ON THIS DRAWING. PROVIDE GFCI PROTECTED OUTLETS IN THE r' CEILING LIGHT; IC RATED NUTONE QT80, +30 CFM, 1.5 SONES, FOLLOWING LOCATIONS: EXHAUST DUCTS (EXCEPT FOR KITCHEN RANGE I (r� JUNCTION BOX 4" ROUNf) DUCT O THERMOSTAT METER CENTER LOCATIONS SHALL BE GARAGE: VENTILATION) IN UNCONDITIONED SPACES INCLUDING INCANDESCENT U/ALL COORDINATED WITH THE ARCHITECT BATHROOMS %. ATTICS SHALL BE INSULATED TO A MINIMUM OF R-4. � TEL.♦ TELEPHONE JACK MOUNTED LIGHT RECESSED CEILING SMOKE DETECTOR EXTERIOR WHF I WHOLE HOUSE EXHAUST FAN WITH BATTERY BACKUP ALL SWITCHES, OUTLETS AND ENVIRONMENTAL- NON-DEDICATED OUTLETS ABOVE THE r..,0 TOP FLOOR EXHAUST FANS SHALL VENT THROUGH ROOF. TVV TELEVISION JACK F7 DOUBLE TUBE FLUORESCENT NUTONE QT80, 80 CFM MAX., CONTROLS SHALL BE MOUNTED NOT LESS THAN COUNTERTOP WITHIN 6' OF THE, vTT CEILING MOUNTED LIGHT 1.5 SONES, 4" ROUND DUCT 24 HR CLOCK TIMER - 15" NOR MORE THAN 48" ABOVE FINISHED FLOOR. KITCHEN SINK DRYER EXHAUST DUCT SHALL BE 4" RIGID METAL WITH `j SINGLE POLE SWITCH AUTOMATIC A 4" OPENING ON THE EXHAUST HOOD. THE DRYERS 10R N0. MICROWAVE OVEN/RANGE HOOD (S RECESSED CEILING OUTLETS, SWITCHES, TELEPHONE AND TV, ETC. PROVIDE AT LEAST 2 SEPARATE 20 AMP SHALL BE GENERAL ELECTRIC. 3 THREE WAY SWITCH LMw-J COMBINATION - GE JVM150 01F 2 WHOLE HOUSE EXHAUST FAN E WINDOW WITH OUTDOOR BOXES IN PARTY WALLS OF ONE UNIT SHALL BE CIRCUITS TO KITCHEN APPLIANCES. ' OR EQUAL, 240 CFM VERTICAL, NUTONE Q T 90, 90 CFM MAX., AIR INLET IN DIFFERENT STUD SPACES THAN THOSE IN ENERGY N O T E_ 482� 7 v 260 CFM HORIZONTAL 1.5 SONES, 4" ROUND DUCT THE ADJACENT UNIT. NO TWO ADJACENT UNITS PROVIDE AT I-EAST UI+E SEPARATE 20 SHALL HAVE SUCH BOXES IN THE SAME STUD SPACE. AMP CIRCUIT TO LAUNDRY APPLIANCES, SEE ENERGY NOTES ON SHEET 04. RECESSED LIGHT FIXTURES IN INSULATED SPACES HOT A'ND COLD WATER HEATER PIPES IN MUST BE IC RATED. UNCONDITIONED SPACES SHALL BE INSULATED WITH R-3 INSULATION WHICH HAS A FLAME SPREAD OF 25 OR LESS. WATER HEATER SHALL BE FUELED BY NATURAL GAS. 3 N targe rnttaows SHEET ORDER: S U F R E D mj 6OFa1 s 1 ori appears clearer 111.111 file "'at I I JUN 0 2 2000If 1111 1 ce i) P . yalt§afiAT document the document Is of mar lural 1 uallfv. •Y r I,tfl "' � :±: � Ir�11 . �. I Iluc.roillnl�cl }r :,., �i1 . _,i� ,, 7�}• �,1'�+ 4 �� t t.. h>� •� d ('l[..�':l F,r d �k 1 �` .: 1 , 1 I I 1 1 :-- ., - .. .. �iq t.. �'.�,il 'roJyt ''I.r�>' t i � t r.d ^.�'i"! 1? '.n w ft , {i".. I !`•1�.�1 1. .� ( � I I 1 1 ! ! I I I I I I I ( 1 1 � I I•I '� I i i i i i I I I sri� '�•�.,� y� ,,� ,' bu',t ;.�}.... 1 1 1 1 Irl i i l i r I ( ! I I I I I 111 1 1 ( 1, 1 , ,, �" f Ill l f l l l ! I I I I I l i , i l hill l lir 1 1 1 1 ► 1 i l l l , 1 ! 1 ! I _ " �,. "1 _�,� I •r ;, ! I { I + II III ; I II , I I . { ! I IillfilI ! lLlli I . 1i . ! ! ! { iil I . I ; , I r3 ,I ,�. A, g INf.11 MADE IN Cf11NA _.! 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E3" 15" 5'-71. " ! I _ c 17Y" � ___ -. _ _ 17Y4" ---- , ----- in I i• n I E"LEC. ` FURN l - L U) - `fir "r `� - RETURN AIR j z i 5'-6Vi" - I RETURN AIR 2� - KITCH . 1 I METERa - P• i 'i a --65i0F i w 1Vill 'o � 1- 3-0 SH ° I 3 OHM z s I W � -6 5 0 F 101+'2" , I + 8Yi I I W c, N _ V I I y I r J . ' C / rn w FLUE-'UN LOW WALL E - C �4 I � _ 2 a Hcw \ I FLUE ! I UP 0 o / W ^. I o AT 36" A.F.F. ofd r Up 1 2'-8" 2'-9" o N ,n 6�- tOF-- - SHELF C V ' - / I 3 I fi'_1p» D 2-6 BIF LE) REIF - 3' 71, " i I _.l 1,—� _B.A TH ENTRY "' 3� M O 1 AT LANDING ABOVE = z o ENTRY =�' C I METER ROOM ; v- J N _ _ -- TP - I _ - ; a �+ OCCURS AT ONE o 's I - - Q r' w C) = 04 o Ic 1 = o „ y - -- r. SIDE OF BLDG. .., -- vt < W Z r w _ o C` °o is z I s ^ �• N -, `� DN �2'-IONi 3'-31h” _3'- 9"Lo � LIN cJ WASE R 24' TB I ' .. rn �' +O � O tM C7 = ii -- I I I ��4, ro lY 0 1 CV 2 Z Z W `d 4 " - TUB I( { � I ~' STO R .N SHOWER rcMo O CUD t5Y4" 4'-105W" DINING . ZDRYER Ln 4' WINDOW WINDOW a0 4'-- ! 6'-4Vi" 5--y4" SOFFIT SEAT -O" A F f SEAT +36' A.F.F. 2-6 ,5-0 F J 2-6,5-5- F S I 2,_2» N ----- I = © UNIT D2 V4„ -- - 3 l 4'-2" 2-4 HC 24" tB I I ONLY THE CHANGE` I-RSM 1 ----- 1 - 6'-g .. _ 0 y UNIT D ARE SHOWN _—_ LIVING �- BATH ,� I �, ^+ { t D6, o © UNIT Dr. i10 I ONLY THE CHANGES FROM ( D4 _ ---- � GARAGE I ■ � I UNIT D ARE SHOWN. °' 36" WIDE FACTORY- I 1 CSI ` ( MASTER _ -- BUILT GAS-LOG I CEILIVG 2 LAYERS mc I ►; BEDROOM 4 lie: i I FIREPLACE WITH EXTERIOR STAIRS AND WALLS 1 LAYER l 4b TYPE X GWB A� s I B-VENT CHIMNEY I I - 9 RISERS AT 6 �GJ n I I o -v, Ei TREADS AT 12" FIRETAPED z 3 W.1.C. -- - I UP R-25 INSULATION Q 1 1 ` I ^ EDGE OF ----�------------�--r---y 'u} & p l �, 8'-0" THIS ROUM l EDGE OF FLOOR IN HEATED FLOOR o o WALL BELOW FLUE- N N CD I ,� ABOVE ABOVE -R- 15 INSUL, IN FLOOR °<� cn '..� ------------------- -------- ------- --- - 3-6 5►-0-SH :. :._ 3-6 5�0 SH •• 5-0 1-0t F OVER -- _ f - -------- - _ H I I I I 1 I 5- 0 6110 SGG _ • SPRINKLkRS ` I ____ I _ 4 = 3--0 IIM AT ONE END 2-0 `,-0 SH 1 2-0 5 0 SH I I �'_ -,' _ » OF BUILOIMG � 2'-6W 3' 4'-6' -_3"- 4 -1014 3'--7Vi' - PETERS .__ O 19 1'-11" 2'-6" ?�6" 1'-11" 2'-2" 9'-0" `• 20'-0' I 'r AT OTHER END. ' D6 _j » » N -----•-- ----•--- - -- r` I 16-0 71.0 SOHD I d 20'-0" -- DECK U 1 EDGE OF. Q _ DECK AgOVE--- 7'--4" (THIS FLOOR UNLESS NOTED)l I i t 4V4"kit 6' -S" ;, 6'-5" _ 6'-5" E.4V4" - 10'-9" 9'-3" 12'-1111 7'-0" y�" 20'--0" _-,f- 101 6'-10" (ALL WINDOWS THIS FLOOR) ! ufflci? DO THIRD FLOOR PLAN URN SECOND F RP LOO LAN MROOCT ED FIRST FLOOR PLAN "4 1 ' 1- 11 1. (aW U L. Q w U U) __ ----- ------- --- > y L ■■� N O T E SINSULATION I C!) _ FRAMING- 2x6's AT 16" OC EXTERIOR WALLS PROVIDE WATER RESISTANT GYPSUM WALLBOARD WALLS: FIBERGLASS BATTS OR BLANKETS I J 2x4's AT 16" OC INTERIOR WALLS UNDER TUB AND SHOWER ENCLOSURE MATERIALS 2x6 WALLS - R21 _,_,� z n 6 T , " 4'- 9Y2 5'-0 40-810V' - 40-9 L� -- 5 -U - UNLESS NOTED OTHERWISE. TO A HEIGHT 01- 70" MINIMUM ABOVE THE WALLS AGAINST ATTIC SPACES SUCH O � 6 TR. ® 10" ' .R ® 10 DRAIN INLET. AS AT CATHEDRAL CEILINGS - R21 O ___ ••••••••••••••••• R-''1 BATT INSULATION = U WINDA HEADER HEIGHT IS 6'-10" ABOVE FIN, FLR. NO PLUMBING SHALL BE LOCATED IN THE 1" AIR SECOND FLOOR OVER GARAGE AND OTHER PN pp iv SPACE IN THE PARTY WALLS, UNHEATED AREAS -- R25 y ■ i CONCEALED SPACES SHALL BF FIRESTOPPED co , 8 9 10 11 17 13 14 ,- 7 6 5 4 3 2 1 r' IN BOTH DIRECTIONS AT 10'-0 ON CENTER ALL BEDROOM COORS, AND BATHROOM DOORS ATTICS: BOTH FLAT AND SCISSORS ENTRY =� AND AT FLOORS. TYPICAL. IN BATHROOMS WITH AN OCCUPANCY VENTILATION TRUSSES - R38 }' FAN SHALL BE UNDERCUT A MINIMUM OF 3/4" o 7 6 5 4 3 - ' 1 L 8 9 10 11 12 3 14 15 r ALL ESCAPE OR RESCUE WINDOWS FROM SLEEPING ABOVE THE ADJACENT FLOOR COVERING. VAULTED CEI' INGS AT STICK FRAMING - R30 i1 14 RISERS = 9'-1142" UP `\;' ROOMS SHALL HAVE A MINIMUM NET CLEAR sLL c7► U1 '`� MAX RISER = 8" r� OPENING OF 5.7 SQUARE FEET. THE MINIMUM THE FRONT DOOR SHALL BE OPENABLE FROM THE DOORS: MAIN ENTRY U=0.54 ? CLEAR OPENING HEIGHT DIMENSION SHALL BE 24". INSIDE WITHOUT THE USE OF A KEY OR ANY ALL OTHERS U=0.20 MINIMUM CLEAR OPENING WIDTH DIMENSION SHALL EOR EFFORT, IT MAY BE SPECIAL KNOWLEDGE T.O.W. OF LOW 3. 5'-10" __ 8V2" BE 20'. SILL HEIGHT SHALL BE NOT MORE THAN 10B I'10. 3,-0„ 1�1_, WALL _ PROVIDED WITH A NIGHT LATCH, DEAD BOLT OR WINDOWS: ALPINE WINDOWS 0 +36" WINDOW -7 TR. ® 10" 44' ABOVE THE FLOUR. SECURITY CHAIN, PROVIDED SUCH DEVICES ARE TYPE (VINYL) MODEL U 6 TR. Q'>o 10" 01 Ll SEAT OPENABLE FROM THE INSIDE WITHOUT THE USE OF A SLIDING 280 - LoE 0.39 98-12 _ ALL GLAZING SHALL CONFORM TO THE '94 UBC, KEY OR TOOL A14D MOUNTED NOT TO EXCEED FIXED 780 - LoE 0.36 BASEMENT O 11�" DIA. HARDWOOD �- 15 RISERS = 10',0" CHAPTER 24, SEC. 2406, SAFETY GLAZING 48" ABOVE THE FINISHED FLOOR. SINGLE HUNG 580 - LoE 0.39 FIRST FLOOR. HANDRAIL 0 +34 TYP. MAX. RISER = 8 GLAZING IN ALL DOORS SHALL BE SAFETY GLAZED SLIDING GLASS DOOR 180 - LoE 0.37 FIRST FLOOR TO AND ALL GLAZING WITHIN A 24 ARC OF- EITHER THE FIREPLACE SHALL BE LISTED BY UL OR FM AND ALUMINUM SKY'.!GHT 950 - LoE 0.50 1V2" CLEAR BETWEEN HANDRAIL AND WALL SECOND FLOOR VERTICAL EDGE SHALL BE SAFETY GLAZED. SHALL BE INSTALLED IN ACCORDANCE WITH THAT QN10Y ID STAIR PLANS PROVIDE 14"" (MIN.) GYPSUM SHEATHING ON WALLS LISTING. BENEATH TUB RIM TO SATISFY FIRE REQUIREMENTS 1 /4"-= 1 ' - 0' - AT PARTYWAI! CONDITION. 4 N ELC 98-0569 14198 BARRO" SHEET ORDER: S U F R E D •- 7oF43 If this notice appears clearer Ih;►n the JUN 0 2 2001) docunlenl, the documwnl is of marl;inall Ilualit.v• I111cI'OIIIII'_ed ` 1llJill Ili l '!{1{ijllljljl illlljljl1l;lli I Ijljl ;l�i{ Ijl{i !Illlj;�l�ijllllijCj�ji : ; 1 ! I{II , ;!`!;ij; !' I I :Illi iji hili i(!Ilji;i I I I 1 ill ! III I ! I VIII ! !' iiil; I�I IIII II , II � I _.. lil ifi Illi .I � 1 1 INC-04 'I MA03[ IN CHINA 1 I I II! I till i) !lil Itliil II I !'I ( ' I G IiiI ti t "f r !.. 1 I, i I n1 7' {' ,' 1!!In Inrl+lll nt! r 1 I I ! I 1!!! I ,, - I iIIIIII!Ijll,!! I l.IIJI,I) ILI,,, III, I II I,!II!•...Illj!„I II!l,..,1111,,..,,liiL.IIIfIIIs,I.�.i.11il1,11 • It..11lLl,1!!11i1!r�„ I11!t!II!��Iflll�flnlhl!!!!,l111.!!!.1111!!I.,. I!I!!!I!11!.ulLtlll,.,tfll„�.., fI111r.r...,�r I.„r1,lcI ,t1lrl,lrlli{ii11I{rlr r111I11111r11111. ,ram J r.: r .44e.:�.�:+'�4 :�'v. }1,�.�. ,,�,w�u�uS4{��,nu �lll.,�,,�:1tc >�ti'Ail� �.,�,�I�t..aaAr�.+l ..,�tih,m �,�.•�'i�„ .,,a<•�..�d8�� +r'+Ksa!t�xv.1..�G�b�:w�a`I>}!�.�±�. .. ,,!' fir " �t,� i�'++ ,r' '' �.�w,�: i D D U9 U5 4x4 POST TYP. 4x10_ FB (CUNT.) ACE4- I ACE4- - AC4 I CU I � I 0 a I o _ I o o 4x8 HDR 4+c8 HDR F x8 HDR I I 4x8 HDR 2 6B 4x8 HDR _ O I'W I co ' wttttttttttt�w wat��wtttt�trwtt�r- - - I t �--�•— -�— (� ►. /'�, � //�� `, C7 C2-7 MST60 MS 60 I (`. I Lj HDBA , I �y t I �U�T1 t a 2 I .1 i = tN i �_._ ti..�. M a0 ® I 1 M5T48 0 z I ►- I '1_ � I I I I l� Z f G2-4 H05A i a I I W o „� W (P1—(i8 �' I if Z . G1-4 � I ! ; I MW d II P1-68 i � RETURN I I I I ,p I FPRN i H08A i I v► — �„ Q I\ CS16 P1-68 CS16 AIR Pi-4B I I i x ��z5 1 MST60. - MST60 I HD8A I 1-28 j I W — I ----- W i MST4a 's L 4x3 HDk� I -� � � 1 �- HDSA DOWN LOW N pl_ RETURN DUCT i SUPPLY I o 'I OUT O CLG. i d W n z AT STAIR (2)rJl F'B - I (2)-T_B i _I t� 1 — _____ ---r---- 4x8 HDR PSL t4 11 lib HDR co LANDING }.• - ------ Q J N W I Z m u �.� �1 AIR UP I v w r 1� iv =� - __ -7 HD2A �� INTO WAL o o O 2x8 O 4x8 HD ! 4XIO iFB� I r P1-68 I I ___ _ (2) TJI FB 4x6 POST " —8- - -e-�• j o � k-BUILT UP '4 _ ----�- --�, . __. .... .. .. _ . 16 O.C. AT WINDOW ! I STUDS I 0 I L---- i I 2x6 O - - - - J ® P1-68 J SEAT HEIGHT I MST48 � �;_ -1 16 O.C. UP INTO I 0 O - r Z __ LANDING SHAFT I � I� I cL 4x8 FS I N I FRAMING 4x8 FB I13 2X12 7fI yo ./ STRINGERS 1 11` I I 11 I I I i Ds I 0 UP INTO � � � � 1 1 I 0 � I TOE SPACE " °' ■ G2-4 P1-68 L-- � L _ � 1 MST48 �n MST60 Z 1 �-� }-- I MST60 CC98 W/ I CC98 W/ r J G2-4 �, > -l 90' STRAPS i 90' STRAPS I ILQ J _ _ IC 'I- 4x8 POST GL 8V4 x 161x2 FB 4x8 POST o v 4x8 HD 4x8 HDR 4x10 HDR 01_68 -HD8A ci 0d � (/) HD2A ~ F— D ( ® ® Z U5 oo x PSL Not x I17/e HDR (2) LPC — - - J HD8A Q HD8A Q Q (A ' Q D . 1 Uo I ip ' � I = THIRD FLOOR M ID�'� D A-1 92 THIRD LEVEL ANN@ D A SECOND LEVEL SHEAR WALLS 1 /4"� 1 '-o" F RAMif'sJIG PLAN 1 /4"-3 '--0 FRAMING PLAN AND SECOND FLOOR SHEAR WALLS AND FIRST FLOOR SIALAR WALLS I w SHEAR WALL NOTES F!COR FRAMING NOTES � LIJ U 12 Sr STRUCTURAL FASCIA Q 1, 1A.1SHEAR WAIL TYPE - SEE D1 FOR NAILING ,J C l 6 G1-7 + INDICATES DOUBLE STUDS AT PANEL EDGES. I ---- FB FLUSH BEAM _.j TOP PLATE 111: IN',I A A II,Ire HDR HEADER SIMPSON HOLDOWN TYPE - SEE D1 f— X FOR SCHEDULE. _ GT GIRDER TRUSS11-INSUL. 13 10 D4 (X) MST--- SIMPSON STRAP TIE TYPE - SEE D1 �, Q 0o D4_)- D4 7 f— FOR SCHEDULE. (X) = NUMBER OF GLB GLU-LAMINATED BEAM - BATHBEDRM 3 D6 S�STRAP TIES PER LOCATION ,r„ n 3RD FLOOR CLO. M. BATH NUMBER OF STUDS IN MULTIPLE GANGED POST - WHERE SHEAR WALLS REQUIRE PLYWOOD, IT SHALL BE APPLIED TO SIDE OF STUD WALL SHOWN AND SHALL HANGERS INDICATED ARE SIMPSON STRONG-TIE U ■ 1 CONTINUE ABOVE AND BENEATH OPENINGS. o FLOOR FRAMING IS 11-7/8" TJI/250 PRO O 16" O.C. UNLESS NOTED. - 1 4 4 SOME PLYWOOD SHEAR WALLS MAY REQUIRE DOUBLE r �- o D5 1 2x STUDS, SEE SHEAR WALL TABLE SHEET D1. FLOOR SHEATHING SHALL BE 3/4" T&G STRUCTURAL #2 1 INTERIOR WITH EXTERIOR GLUE 5 PLY DOUGLAS FIR PLYWOOD, 2ND FLOOR DINING KITCHEN NO D7 L X=# OF SIMPSON A35 CLIPS EVENLY SPACED. PANEL SPAN RATING (32/16) PER UBC 1994 TABLE 23-1-S-1. FOR NAILING SEE STRUCTURAL NOTES SHEET D1. 13 5 _9.,1 ( 'S - INSUI. 6 ALL BEAMS AND HEADERS SHOWN SHALL BE SUPPORTED ON DOUBLE D7 F D7� �`[)4 D7 STUDS UNLESS NOTED OTHERWISE. PROVIDE 3 BUNDLED STUDS i I 18 UNDER BEAMS GREATER THAN 6" WIDE AND 2 BUNDLED roe NO. °i GARAGE 16 STUDS UNDER BEAMS LESS THAN 6' WIDE. FACE NAIL IST FLOOR BUNDLED STUDS TOGETHER WITH (2) 16d AT 12" O.C. TYPICAL. 95--12 3 SEE SHEE i- D2 FOR TYPICAL WOOD FRAMING DETAILS. `— F D3 16 D4 d f 1:1,('98-0569 14198 BARROWS SHEET ORDER: S U F RED 8 OF43 )ears clearer than theIf this nonce JUN 0 Z 2000 g tument, the document is of ntr'...;tt:; qi isdity• microfi I mcd ,` � � l�l�[II ;III ilillllllllil i I,ill�l I,I� T`f�Cli)I Ili�lll illi; � Ilial ►;,�� , it ,Iii! . !filli I l�I Ili I'►1i I .'I ! lilli lliil;I I IIIII ill`! t !+i !� il!llflf ';�� ' MR MAM IN CP PIA ! ; I II t 1"" !1it ill I 11 1 1 III �I ii,i{ li i{ 1 I 'illi 1 In I 1' tt t I ty tlt►n I, unit , t„1 , ,1 Ilt Itn, tnln tot I,t , • . , - 11111 1111m III Id llll�ill� 1(l,,llll.li t,,IIL�I�I1_IIlI�1!(I.IIII.II.LI,I„1„f_•,Il,�llf,l�illi�il-lli!!f,il,f llf. I,..IIIfI�I,(flllll. ., IIlii! ii..l..ll{It.llllili,,,,1,lll,,,l.�III,!!I„1111,11111Ii111tif1 li.,�t,ll,,:,,,�1 ,II,,,•.,If�IL,,,1,11�,.1!�„Il,.ntllt,t„t11�Lt�1�1 III11 ttllll. ,.w.,. ' ., :'a:'w:..- ,. . . ..._ -. .. . _.. .,a,. ,•. '.... .. ....:....., ,.. .: .., ,... ,w,e.„- .,.d', .e��ir4::-er.rl.�, w,u.,a,ta� r.n4. � d� »r .. -. .. w .. .�YY.w ;�r1�3,a+w+I+N• w1lk4.Je naiad•• ware. >. .. .r ........ .. . . ...... .. ,,. A,. ... .. .. .,.Wr. ... ,. ..... .r.., T... ,...<.,., .... .. .. , ... _•r - .. . . .... .. - _.. . _... ,. .d I i O it) 00 DECK PA'''10 a 0 I ,� 1 L Z. I _ D �� _ W �- ® Z �_ - - NCO K +4a1' I a I 41,-- S.D (� BEDROOM 3 i ! � `1 H Z BEDROOM 2 FAMiLY I i - ._ STORAGE V) I O i .1 z m VI M I I I x+44' i L ------ ' _ ._a I O J I -DIN i 1 `. I PC T - - -- i — Q r- r��1, r4(i I`i _ O � 1 1 w I ra- 0 I Ii i I I P. rr ryI' I TC H E N i j� --� 0 — W V) �._: --__ � -- Y J +3 o f �`� I I I U � j V) - -, 1 I`- J N S D. - - ' - — - Q W I Q T i a Q 17\ S D.WASrfR �R STACK L I i THERMOSTAT i I O410 & SWI TCHES I I 1 z jr() 4' I WIF L 1__T1 I 1 DR YEIR TO `�' �y DINING 1 \ THP HALF I ) ' —P_H_Q.LxEL i 1 S.D. S.D. -�...____-�/ — � � -� 1 � � I - _ _ — � w VTR 15 I i 1p \ GA AGE �4 a ' i _ DUC fS IN t✓A T I —__— I t�. FLOOR e Tv CEJ -- MASTER -, - ; ' Z 0 _ - O < mc BEDROOM i i PREWIRE LOW I CEILING 3 �.i — ---- VOLTAGE_ WIRE h CLOS. 1--- a 3 FOR GARAGE \ Q p i \ OOR ELEC OPENERcn & EYES..// •� � M U ZD - t DECK _ ! a ,- --_-- Q TO -� 1 HOTOCELL I I SECOND FLOOR FIRST FLOOR �_ �oc� Q BASEMENT ►- ' /4"m' '-0" ELECTRICAL_ PLAN ' /4"= � � - o" EL..ECTRIC' AL PLAN , /`'� - - °" ELECTRICAL PLAN w W � LoV J Qw U a � � 0 ZD L e� ELECTRICAL LEGEND cn � GENERAL NOTES VENTILATION NOTES � o THIS ELECTRICAL PLAN IS THE ARCHITECT'S MANUAL SWITCHES FOR OCCUPANCY VENILATION FAN VENTILATION: SEE NOTES ON COVER SHEET. _.J Z t4 DUPLEX RECEPTACLE OUTLET DIRECTIONAL INCANDESCENT HEAT LAMP, EXHAUST FAN RECESSED HEAT LAMP - SUGGESTED LAYOUT. THE ELECTRICAL CONTRACT SHALL BE CLEARLY LABELED "VENTILATION". Q (� CEILING MOUNTED LIGHT COMBINATION RECESSED CEILING `td NUTONE 9410H, 25OW LAMP 1.3 ON A DESIGN--BUILD BASIS. ELECTRICAL ALL EXHAUST DUCTS SHALL BE RIGID METAL, (�1 DUPLEX RECEPTACLE OUTLET FIXTURE - NUTONE 9417D CEILING FIXTURE CONTRACTOR'S DESIGN SHALL BE APPROVED BY WATER HEATERS SHALL BE ANCHORED OR AND SHALL BE FITTED WITH A TIGHT FITTING = F- SPLIT WIRED (SWITCH TOP HALF) INCANDESCENT CEILING 250W LAMP, 70 CFM 0 0.25" WG, THE OWNER AND SHALL CONFORM TO THE STRAPPED TO RESIST EARTHQUAKE MOTION. BACKDRAFT DAMPER CAPABLE OF CLOSING WHEN T MOUNTED LIGHT 4" ROUND DUCT. METER CENTER APPLICABLE ELECTRIC CODE REGARDLESS OF THE FAN IS NOT IN USE. y z ■ SINGLE RECEPTACLE OUTLET WHAT IS SHOWN ON THIS DRAWING. PROVIDE GFCI PROTECTED OUTLETS IN THE 208v (R: RANGE, D: DRYER) � INCANDESCENT RECESSED l'9I RECESSED CEILING EXHAUST FAN C � ELECTR,CAL PANEL FOLLOWING LOCATIONS: EXHAUST DUCTS (EXCEPT FOR KITCHEN RANGE }. CEILING LIGHT; IC RATED NUTONE QT8C, 80 CFM, 1.5 SONES, METER CENTER LOCATIONS SHALL BE GARAGE VENTILATION) IN UNCONDITIONED SPACES INCLUDING Q JUNCTION BOX 4" ROUND DUCT THERMOSTAT COORDINATED WITH THE ARCHITECT. BATHROOMS ATTICS SHALL BE INSULATED TO A MINIMUM OF R-4. INCANDESCENT WALL TEL.♦ TELEPHONE JACK MOUNTED LIGHTCB] RECESSED CEILING !� SMOKE DETECTOR ALL SWITCHES, OUTLETS AND ENVIRONMENTAL NON-DEDICATED OUTLETS ABOVE THE TOP FLOOR EXHAUST FANS SHALL VENT THROUGH ROOF. � MHF I WHOLE HOUSE EXHAUST FAN WITH BATTERY BACKUP CONTROLS SHALL BE MOUNTED NOT LESS THAN COUNTERTOP WITHIN 6' OF THE TVp TELEVISION JACK [�—� DOUBLE TUBE FLUORESCENT NUTONE QT80, 80 CFM MAX., 15" NOR MORE THAN 48" ABOVE FINISHED FLOOR. KITCHEN SINK DRYER EXHAUST DUCT SHALL BE 4" RIGID METAL WITH CEILING MOUNTED LIGHT 1.5 SONES, 4" ROUND DUCT � 24 HR CLOCK TIMER -- A 4" OPENING ON THE EXHAUST HOOD. THE DRYERS SINGLE POLE SWITCH �\ AUTOMATIC OUTLETS, SWITCHES, TELEPHONE AND TV, ETC. PROViDE AT LEAST 2 SEPARATE 20 AMP SHALL BE GENERAL ELECTRIC. JCB NO. Nw MICROWAVE OVEN/RANGE HOOD Fj RECESSED CEILING BOXES IN PARTY WALLS OF ONE UNIT SHALL BE CIRCUITS TO KITCHEN APPLIANCES, $3 THREE WAY SWITCH COMBINATION - GE JVM150 ,MF 2 WHOLE HOUSE EXHAUST FAN E_ WINDOW WITH OUTDOOR IN DIFFERENT STUD SPACES THAN THOSE IN ENERGY NOTES 98-12 OR EQUAL, 240 CFM VERTICAL, NUTONE OT90, 90 CFM MAX., AIF INLET THE ADJACENT UNIT. NO TWO ADJACENT UNITS PROVIDE AT LEAST ONE SEPARATE 20 2150 CFM HORIZONTAL 1.5 SONES, 4" ROUND DUCT SHALT_ HAVE SUCH BOXES IN THE SAME STUD SPACE. AMP CIRCUIT TO LAUNDRY APPLIANCES, SEE ENERGY NOTES ON SHEET D4. RECESSED LIGHT FIXTURES IN INSULATED SPACES HOT AND COLD WATER HEATER PIPES IN MUST BE IC RATED. UNCONDITIONED SPACES SHALL BE INSULATED WITH R-3 INSULATION WHICH HAS A FLAME Fu SPREAD OF 25 OR LESS. WATER HEATER SHALL BE FUELED B'r NATURAL GAS. 6ja N rn FLC 9Q-0569 14198 HARROWS SHEET ORDER: S U F R E D � 9 OF 43 If this Holier appears clearer 1111.111 file 2000e �UN � 1 . document, the document is of marginal wlaliO. 11111'r(O'limcd (j1 Ijljljl 'I�lIljl Ijl;! i Ijljijl I;Ij! I ljlj!ji !jljlj! ! ! I i III I IIlI(;I'I 1 I I i I IIiIi LII! ! I ' ill— I I i I j j 1 j ! 1 i ttj I jt� I'III 1 INC" MADE IN� Ij , , l, 1 ill iii -- I1 I. `! 111 I Ililll I i {I I 'i u I i t tt it i Iiill iciii' I I' Iii I tiltil iutl {ntt t t tltltt t tttttt t ntl t nllittt !nn ntln ,n n int I Illlllllljllll 1111. 11{,I�l lli,ul! 1.��1lILLI!�" IIIIIitLIt,1 �1,I 1,11-..ijllll! „1111111dillisllil.Ji! f1..jllti.i,.,.,EI.. .I,III.I,Ili,.Jitll,llfilll..,.,lily„..11111,,,,.II!!,1ll.Iji,niillllic��tll1„ II�l11th, Itll,tttl,IIhwI ,;tIh llttt.IIIIlltttll,11111{Rttllll, - •• ,r,,�c,,� .....•n............. 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SLAB I CONDUIT I 1 F` PLACEMENT Q3" I I OVER 6 MIL. I I I D3 PLACEMENT 1 W 12 I I I I VAPOR BARRIER I I %D-4 +0'_ I — — I I t. I WeI I I — — — +� -0" ;� i w I I - W2 I I I -U,-6., L 3 8•Y." I , w2 I 1 I V) 0 F3 F3 3'-11 Y2" 1 � J 1 I I I ! 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"' -- I 1 1 16'-3" 2'-7Y2" CB66 . I _ -1112" ----- l :r —4V4" 6V4" 4'- 2" 19'-t1Y:" 11' 4,'4" 3'-9Yi" 20' -2Y4' d'-2" C - - ---- - , —_ — - — ------ ---------- — - �W. ui I o ui FOUNDATION P L. A N [ �Q�,��[�]� (� J I U I I uj Lu Z �— J (D W > ■ � ._! z 00 FOUNDATION NOTES FOOTING SCHEDULE U z ! ■ [+33' ELEVATION AT TOP OF CONCRETE HOLDOWNS AND SHEAR WALLS ARE NOT SHOWN ON THIS PLAN. --- - ------ --- �%' SEE UNIT FRAMING PLANS. -- - r� r 7.0' FINISH SLAB ELEVATION FTG SIZE THICKNESS REINFORCEMENT REMARK`• Q` ALL WOOD IN CONTACT WITH CONCRETE OR EARTH mom 6" THICK CONCRETE WALL SHALL BE PRESSURE-TREATED AND STAMPED BY AN F1 16" x 16" 8" (2) #4 EW (B) PLINTH APPROVED AGENCY. ALL EXTERIOR COLUMNS, BEAMS F2 42" x 42" 14" (4) #4 EW (B) SLAB FTG •............••• FOUNDATION WATERPROOFING ANC! JOISTS EXPOSED TO THE WEATHER SHALL BE - 13 PRESSURE-TREATED. F3 54" x 54" 14" (5) �!4 EW (B) SLAB FTG I OX FOOTING TYPE - SEE SCHEDULE TO RIGHT PROVIDE 4" PERFORATED FOOTING DRAINS AT PERIMETER OF F4 60" x 60" 16" JOB NO. FOOTING FOR ELECTRICAL CLOSETS ARE ALL BUILDINGS. (5) ;f4 EW (B) SLAB FTG SHOWN AT EACH D UNIT. ONLY ONE IS F5 24" x 24" 10" (3) X14 EW (B) PLINTH 98-12 REQUIRED AT THIS BUILDING, AND WHICH STEP FOOTINGS AS REQUIRED TO REACH FIRM BEARING - --ONE SHALT_ BE AT THE CONTRACTOR'S SEE DETAIL 2/D3. DISCRETION. 1'-8" WIDE -_ -�- SEE DETAII. 16/D4 SLOPE EXTERIOR SLABS 1/8"/FT AWAY FROM BUILDING W� 1'-6" WIDE - - SEE DETAIL 1/D3 S H E. E T R E F E R E N C E &A*g No. 1 2 3 4 6 6 7 8 9 10 A 12 '3 14 � 16 17 FoUnCk f W Plm F9 F5 F1 F11 F7 F5 F11 F7 F5 F3 F9 F9 F3 F5 F9 F3 F13 Roof Ra fft F10 F6 F2 F12 F8 F6 F12 F8 F6 F4 F10 F10 F4 F6 F10 F4 F14 Roof Pk" R5 R3 R1 R6 R4 R3 R6 R4 R3 R2 R5 R5 R2 R3 R5 R2 R7 Bevaikxr E3 E2 E1 E3 E2 E2 E3 E2 E2 E1 E3 E3 E1 E2 E3 E1 E4 cv SHEET ORDER: SI U F RED I4198 IIARROWS I() V43 r 20� If this police appears clearer than the "'' JUN 0 2 document, the doormen( is of marginal gnnlit!'• Il11Cl'ofilmed ;. ( I I I I I 'I I ! I I ' I ! i I I I I III I I I I'! I ! I l : (ir i'; ,; ._1,. a, , it,,. ,, I 1 ET I I I c I� I ! I I I i I i I ! I I I A !III illlllt�llrl !ill , Iii , Iia_ .'.IIIL.',,, llll.�i) Iti I Ijllllij I ; !I itli�il�Illi i dill !III I, , ; II;I III, ItMCN MADE IN CHINA I 111 II ill I! I II11 It! I Ili1 i III i iii 111 1 ' 1 1I!i �lil iII I iiiii' 11' IiI i I ii Irl 1 1'u u 1 lir it t Ill al t 111111 , ,r,l , 1111!11 llllllll II nll I III ILI ,ISI _1111I�IIll1 . ,I�III,iII Ilff._f,-I !!,i_ .Il�ll, lIIIIIIII.IIII.III,.• llltt,..111111,,.l.11l ._.lIIII.I.t11...1,Iliilliiill„11,1IIL„t, 111,t,.,,II;I„.I,.il.illilllli;i;rilL,:, �III,IIy ••.II11L„rI.III,,. ,,t.„hilt,.,,„.II,,,,,,IIIIr11lI„11lI. t , FR - ,..- - i .,, •...r v f' I - -. . .r e._.N.l.:,n :,.r, d aa�,.y.Y:�,�,.` ':d.,,,,.�r..4.,.J�;".k,.• .k!''a.�:::i�,�'�,n',_.EiF' .. .. .,, •� , E8 8 18" HEELS AT p� D6 THESE GABLE TRUSSES GABLE JRUSS 1 13 ! GABLE T4USS I � p4 GABL4 TRUSS j f— � 4x8 HDR _ I GT I I 4x8 HDR \ -r w I { � I co 12 I wv } �' � I 12 W 01 o I I I EELS j EELS 4 I I �1.4i`9 I I CL HIP MASTER I I \ I u-, { to I i HIP MASTER I z ----�- - - — — _ _ I Q W O -- ---_- - __ -- --I ---- i \\ - i --- - - W H I x8 .°_R ,-__ I - �� 4x8 HDR I F- Z D6 I I F=1.51K TO THIS WALL \\\ D5 i_I I D5 '� ` F=1.51K TO TnIS WALL ! D6 m = O Q r `.�.�.T-----._--- -- --` - J cn Ln W W -- -- --- Im I I j \ I a I ED I .J N V) I 1 _. \� ---- Iv - �. V) 8 i 1 I - _ ------- ( 5 ! ' I _. . -_._'_ 4bc8 HDR I N W Z �' m N./ YP 9 \\ I I I I O W 5-5 05 ��`' S SIM., SA14E SIM., SAME — \ L 'J s `\ w 06 I �� TOF 'LATE TOP PLATE \\\ D6 Z u i --- - �L FS W I _ - _ \\ I J HIP MA$fER I �' i - HIP MASTER r--- ---- 1ILL_ GT 4 Q I I O uj I I .Q I 0- 0- '00 ` ■ - I IFS I --� ACI -4 T— 1 i r' I \\ -1- - ___ vmc " co I ! 11 13 �r _ " \ v\ i GABLE TRUSS _ �. — — 3 GABLt' TRUSS 1 L- -- -----1---- -_ _ __J D4 ;GT 8 _ ! _ _- ---\y ---- --- --____ __ -- 1---- 8 Q o ' D6 �✓ D% j GABLE , fRIISS j L------- ----�-- -- -----� ILL TRUSS HEELS ARE 4" UNI,ESS 8 ROOF SLOPE IS NOTED OTHERWISE. LL - D6 6: 12 THROUGHOUT SEE UNIT FRAMING PLANS FOR SHEAR 0 WALLS AT TOP FLOOR. W R O ' F FRAMING PLAN aMOL�DOO' C� c � 1 /4 '- 1 '—O" a � � Z W ROOF FRAMING NC;��-ES u� Q_ Lo TRUSS SPACING: 24" O.C. - TYPICAL U Q SF STRUCTURAL FASCIA - NO SPLICES LEGEND -.1 o FB FLUSH BEA,,,, _j HDR HEADER - ROOF TRUSSES > ti O ' GLB GLU--LAMINATED BEAM cn Q GT GIRDER TRUSS G 1" STICK FRAMING J z <t r OO ONLY STRUCTURALLY REQUIRED BEAMS ANIC HEADERS ARE SHOWN. ( OVER-FRAMING U AT ALL OTHER OPENINGS SEE DETAIL R D2. ! ¢ , x,,,' SEE NOTES BELOW = �- ALL STRUCTURALLY REQUIRED BEAMS AND HEADERS ■ ��_j ATTIC ACCESS PANEL I AND ALL GIRDER TRUSSES, HIP TRUSSES AND HIP MASTERS SHALL BE SUPPORTED ON DOUBLE_ }. STUDS UNLESS NOTED OTHERWISE. PROVIDE 3 BUNOL.Ep BUNDLED STUD POST STUDS UNDER BEAMS GREATER TTIAN C WIDE AND o v IS NUMBER OF STUDS 2 BUNDLED STUDS UNDER BEAMS LESS THAN 6" WIDE. FACE NAIL FONDLED STUDS TOGS-THER WITH (2) 16d AT 12" 0.. . TYPICAL.. SEE UNIT FRAMING PLANS FOR SHEAR WALLS AND SECTIONS. ROOF SHEATHING SHALL BE 7/16" OSB STRUCTURAL # 2 2x4 AT 24 OC WITH STUD JOB NO. WITH PANEL SPAN RATING (24/0) INSTALLED WITH PLYCLIPS OR SUPPORT 4 SHALL BE BLOCKING AT EDGES, OR 5/8" STRUCTURAL #2 INTERIOR WITH SUPPORT AT 48" OC TO TRUSS BENEATH. CARRY ROOF SHEATHING gm EXTERIOR GLUE 5 PLY DOUGLAS FIR PLYWOOD WITH PANEL THROUGH OVER-FRAMING, PROVIDE 2' x 4' HOLE IN ROOF 98--12 RATING (32/16); PER UBC 1994 TABLE 23--I-S-1. FOR NAILING SI�EA THING FOR ATTIC VENTILATION. 7GG SEE STRUCTURAL NOTES ON SHEET D1. SEE SHEET D2 FOR TYPICAL WOOD FRAMING_, DETAILS. S H E E T R E F E R E N C E F C Bt itinp Na. 1 2 3 4 6 6 7 8 9 1D tti 12 13 14 16 16 17 FOUldatlOrl Pkm F9 F5 F1 F11 F7 F5 F11 F7 F5 F3 F9 F9 F3 F5 F9 F3 F13 Roof FIw*V F10 F6 F2 F12 F8 F6 F12 F8 F6 F4 F10 F10 F4 F6 F10 F4 F14 Roof Ptah R5 R3 R1 R6 R4 R3 R6 R4 R3 R2 R5 R5 R2 R3 R5 R2 R7 BAvatior» E3 E2 E1 E3 E2 E2 E3 E2 E2 E1 E3 E3 E1 E2 E3 E1 E4 N_ ap I',I.l ')94)tib9 mj a' 14198 BARROWS SHEET ORDER: RED 6 OF 43 ........... 'J If This entice appears clearer (11,111 (Ilea JUN A 2000 dtlrumcnt, the dncunt^nt Is of ntar�!ntal qu;llitl I111C11)I llllll'(I % I 111 I1i (III 'Ij1Ii� ! Ijl1i i 11111 lli' I�I i i� ijljilljl;ll111 I I ! iIl ' I++� l ; ;i I 1 I� : ;l rji;ill ijlj:il i ijl iiil ; �ili jl I ji I;I I I I ! I ! i I�i '!�i; if I' ' k ' ?t` IINCN !, ' , I I , „ I I ( ' I I II 1, It 'I MAOf IN CN INA III III IIII i' 1111 IIII 11 ' 'I ill lil ii !i" I I "II I,nll tt ur t „ t:'t t' ! L1` IIIIIIIIIIIIIIII.iIl.11{111.11 (Ilt, Illi I11�111,1l...l1ll1!!!1 III,l;,i(,L•II ,•,III!„ •II(Itr.11,l,.ill.•.!! I,!,•.I!lii4! .!IIII!. I! Ili,lhlll!!1111!!Ilillll•....•II!••••••i!I„I.••I1.ll.11illl.•Itl.lh,,r..!ll,,:.„!I ,11..,..• 1Il,..,I,III,,.! •;11,r„rlt,,,r,r"It,rrjrrrl..It ,!IIII. ",� 1 J 63'-8" ---- -- '' 8" 4'-5Y4" 14'-10" 26V4" 12'-3" 5'-3Y4" 14'--10" 4'--5V4" 2' 8" 7'-1" 4 11 -11 4» 4" 7'-1" 7'-1" 4» I , � - C844 I { I �C844 TYP.----- ---I--------- --- -- --1 I � - Q 1l� TYP. 1 I I _ r ��. — - - -- ------- — I O I +- St 2x4 SCREEN WALL = C844 ' 1 I O Do - I I " �; I I I I �► W Ot I _4•� I 3L1 CONC. I I 31�'i" CONIC. SLAB wl 3%* CONC. SLAB i SLAB L i +11" i w1 �' � O ----- - - F_--- ----- o -j L- - - - � ow, I -- ----- ---� o ------ -- -- - -- - -- -- -- ---_ - i I C14 C4 I 1 16 L - ---- - ------------- f— lfi I I co W C) D4 7F I I� r+0.-O,> - I I +1'-3 �4 / ;n Z W ~ 19'-3W' W 1 I h 15 4 1 126 19 -31h (� ——--� -- 3L�" CONIC. SLAB I ;__--- I _ — -- I L— - — Q m Z_ 1 I 31h CONC. SLAB I I OVER 6 MIL. 16" STEP 1 I V _ 0 '' I �'* VAPOR BARRIER I I I OVER 6 MIL. �. I __ _- _ Z m M NO FOOTING r" 1 21" STEP I I VAPOR BARRIER r NO FOOTING 14 I I TO ALLOW -I 1 I I w I 12 I TO ALLOW j I O J Q I CONDUI T =-' LL-11j" 03 I = 31� CONIC. SLAB - +1 -3 =-' CONDUIT I — PLACEMENT I I rn OVER 6 MIL, j j �� PLACEMENT - - I � I I I I t VAPOR BARRIER I I I I W I I I D4 I 1 U'-6„ 3'-9V4" I ry ----- I W2 I I F3 W` I I I � ---- -1 I I F3 I , J I -- ---- -- - i i i 4 _0" ► 1 i -- --- -- r 1 I I 1 L- -1 - I -J 11 R-15 RIGID _—I I I I I N !n I I I I I R-15 RIGID I I - 1 +6" I _ / INSULATION I I _ M I W INSULATION +1'-9" I I W r • I _ _ '`� _ _ _ , UNDER SLAB I i ► F4 I I I UNDER SLAB r_ _ _ _ , I = . h Z m V I 20 - - - - I 1 I I - - - 20 - I $ Q O I I O L__ _ J I O - a D h I I D4 ---- --k-- ---------- W1 I ! I [� 1 �_- � I W1 --- - ----- -;--------- D4 1 I ;• W I I » W2 I M I + 1 -- -_.. 1 I I I I W2 1 I 4'-5 'n 11 -8 J ---_-_ _ - --- _ -- T-1 - I I i i� 1 I I I I +1'-3" -- ---- ---------J = Z U -- -- -—- --- JLn -1- I U 3 I I I -+ ---- la I I W2 I I I I WZ ��lI I 1 W1 -4Y4" 6'-4Y4' r,1 It i Wl I I I I I I I I I LD I I ! I I I I I I < I I (Wl I I I 6" STEP I 1 12 I I I Icn I D4 1 I I -- �j I 2 I j I 1 6" >TEP I i i C.� i j °q �t" ■ AT 10 & 13 f I I AT 1�3 � 16 I I � , I I C.1.. 15 S TEf� I •� I I M I I 1 I. _ _ _� I III oa I I 0 Lm Z . 1 I R-15 RIGID -- _- J I — Q 1 I I I I I INSULATION O UNDER SLAB I -- O 5Vz"I •• I +0'-0 I I I 00 ly O _ I W O I I I I Q J L - -- ---- -- -_ _ - - T �$ o I I O V) CD r I 2'-,6 1 - Ic'j 41h' I I D3 `' 3 i 2'-4" 1 �'�'- ±�� I I W1 D3 `O `, -- -- -- - - L-1 I I I I 1 +1 --9 " Q � � I U � I 1 L - -- ----- --- - - ---- - 11)' » - 7W' 9'-6" 11" ' 13 -11th I l ----- - ---- --- -__ ---- - - -- - -- --- 1 I I j_ - 4 ---- - - - - - - - ---- - ------ ---- �.1 a I ----- -------------- ---- - - ---- 2�- 16 -3 3 11 _41h' — I C866 I -5 -__ 16f-3"— - 2'-71h WALL AS NECESSARY v 4V4 4Y4 10�4••TO MATCH GRADE AT DRIVE 19'-11V;" 11'-43'i" 3'-91h" 20'--2Y4" 4'-2" --------------- --- 63'-8" ------ ----- ------------ w r ui �' FOUNDATION PLAN � MOL�DOG�®� �lO �� [� (,� o . w U � o � > ■ i■. � 0 .� z 00 U -- — --- -----� = z Z FOUNDATION NOTES FOOTING SCHEDULE U ELEVATION AT TOP OF CONCRETE HOLDOWNS AND SHEAR WALLS ARE NOT SHOWN ON THIS PLAN - ------ - ____- t;,n �I SEE UNIT FRAMING PLANS. ---- - r� T FINISH SLAB EI-EVATION FTG SIZE THICKNESS REINFORCEMENT REMARKS ALL WOOD IN CONTACT WITH CONCRETE OR EARTH ---- -- -- 6" THICK CONCRETE WAL'_ SHALL BE PRESSURE-TREATED AND STAMPED BY AN F1 16" x 16 8" (2) #4 EW (B) PLINTH APPROVED AGENCY. ALL EXTERIOR COLUMNS, BEAMS - -- a- •••••••••••••••• FOUNDATION WATERPROOFING AND JOISTS EXPOSED TO THE WEATHER SHALL BE F2 42" x 42" 14" (4; 4 EW (B) SLAB FTG PRESSURE-TREATED. F3 54" x 54" 14" (5) �(4 EW (B) SLAB FTG O FOOPNG TYPE - SEE SCHEDULE TO RIGHT -- - PROVIDE 4" PERFORATED FOOTING DRAINS AT PERIMETER OF F4 60" x 60" 16° JOB NO. FOOTING FOR ELECTRICAL CLOSETS ARE ALL BUILDINGS. — (5) /(4 EW (B) SLAB FTG Sim SHOWN AT EACH D UNIT. ONLY ONE IS F5 24 x 24" 10" _ (3) 04 EW (B) PLINTH 98-�L REQUIRED AT THIS BUILDING, AND WHICH STEP FOOTINGS AS REQUIRED TO REACH FIRM F:' aRING -ONE SHALL BE AT THE CONTRACTOR'S SEE f1FTAIL 2/D3. —' DISCRETION. W1 1'--A�WIDE � - SEE DETAIL 16/D4 SI-OPE EXTERIOR SLABS 1/8"/FT AWAY FROM BUILDING W2 1'-6" WIDE - - SEE DETAIL 1/D3 S H E E T R E F E R E N C . E o kftV No. 1 2 3 4 6 6 7 8 9 1D 11 '12 13 14 161 16 17 �I FOUndOFiOn PIM F9 F5 F1 F11 F7 F5 F11 F7 F5 F3 F9 F9 F3 F5 F9 F3 F13 �- RbOf FrOff �p F10 F6 F2 F12 F8 F6 F12 F8 F6 F4 F10 F10 F4 F6 F1C F4 F14 Roof Pk m R5 R3 R1 R6 R4 R3 R6 R4 R3 R2 R5 R5 R2 R3 R5 R2 R7 Bovo i" E3 E2 E1 E3 E2 E2 E3 E2 E2 E1 E3 E3 E1 E2 E3 E1 E4 00 rl.c 9s-(15c,9 14198 HARROW SHEET ORDERS �, F F� E D I I OF 43 If this notice appears clearer than the i u N 0 7 content, the document k of ntarp 11,11 quality'. Illlc'1U11iIlll'O , . i' I I I I 1 ' 111 111 I I I � I I I I f!I I 'I I ► ,1 � . � I ,� 1, ,; � I � , I � , _ ! I,I„ l{I{ :,I�IIlil '!j{{.1`•111,!! ll-IIlLIi!`I','.,. Iiallili,l1l1111i l {Ihl�l �I -1 IIS ITT I III tN M rsrpir�i�r°�'�t. CN MADE 114 i INA � �- _ yam- -•� ..; . r .. I I I I I I I 1111 � i I III I l i' I t i i' it I•I.1 .L ..1 ��' 1 I. I I. IIIIIIIIIIII,IIIIII II, Irl 111l,,11l1{ II I!. .,IIII,iI. l!!I„!.I li,l..sl! II.,IlItlIII.l,tll„II!!1!! 1,I.s,lllltt,lt;t1W, � Illllitllnllltll!' Itt�!!!IIII !�!�!! 1111!!! ! !sllllli 'iii ' i:” 1,{lnitr II Init! 11w".1m ,.. Il Mini IIIA III II I {1, - II .�: __. ..,liil.l.� ll ..- _ _.1- -----_.....__._ _ I .. . t{ illi. „ ! , , tl ! 11 I ,3t 1tII _11111 II.,,�I.II {I,,. {I .II III I, ,II IIII IIIIII� III ,!�!{IIlIIhl111 r: r.;xr,l ,.,..,,.,� ,,;, �•':,.,, ' e�a•M , u , .�•;� : -�r y� �4 �r:/ i' �• a r. r•,I _r �a > .. .:,M.,_i ri,:.:.., .>w! ? -a �ht;�6 r(.T.. ,..f,,..:Y W. ,.i.'?! tia 7. �.-- ... S';r�.i , t'.,:10., }r�! ,. fu• "�:i Br:E��7:1' •'�4A ...,.. e+ _:.. d, � �ir6+4r I@a! I " +?wu' ( 'iAs !e, % nYes�C�w.`ypyfu� o-l. •, . ! Y� 4 �.,,. i 8 18" HEELS AT ( 8' 06 THESE GABLE TRUSSES D6 ------ GABLE JRUSS I t D4 GABLE T1USS I D4 GABL TRUSS IT 4x8 HDR _ I GT j I 1 _ I 4x8 HDR \ I - ! I t - 4 D in 77 J i -� __• . — —7— I V G0� G I- t r OD L 12 I _ I a I I I 12 W 01 Lo 1 U" j 1 10" I — I ii EELS 1 p ,:,y EELS 11 f I �1 I HIP MASTER I ! I `' I li�l � I Iln � I HIP MA51ER I I U i \\\ i I �� !� - j -- -- / li= I F F... W Q I 4x HDR! +,- ------- —.—�_.—.t__ ---- - -- 4 HDR 0 D6 I I F=1.51K TO THIS WALL \\ D5 L I DS /� i • � F=1.51K TO THIS WALL I I U6 Zm (/) M 0 J >LAJ IF ' W— I m - - ED W v- _J in vwi ! _[_..� 5 1 1 _._ 41xd HDR �l I- / D5 \ + I 1 a O ED �V5IFI 05 f 5 SIM., SAME I' "/ \ — —— � 0---------------- J p 1 5 D6 /// TOP PLATE --- I //x! 1 I rE_:�J= Af\\10 CX 13 1 z c�� ; Dh Lo I — / 14 lo i w I HIP MA5?ER ____ A T 13 & 16 :_ . I w _ / I Il HIIPI,MASTER I w _ (� ' I I 06 Tco 6 1 ` �- U r I I N / � I I � O •� _ I I \ i/ F I \♦ ao I J� I Aa , 1 , I _ Dj GABLE' ___r_ co 06 mc TRUSS I 13 1 _ 1 13 1 1 1 ri Z I I I I / i GT \ I I GABLE ITRUSS 1 �IrL � (- ---------1---- ------j D4 I i /i I \� I DQ L-'----- ----L------------1 Q 3 ' I�� 8 8 Q � o 06 06 r I GABLEITRUSS j U- L-----------L---- __---J = TRUSS HEELS ARE UNLESS 8 15" STEP ROOF SLOPE IS NOTED OTHERWISE. � — - D6 6: 12 THROUGHOUT , SEE UNIT FRAMING PLANS FOR SHEAR 0 i WALLS AT TOP FLOOR. 0 w ® �I ROOF FRAMING PL -� Iv �1C3 1 /4 ' Ci Q I— z LU ROOF FRAMING NOTES e.0 TRUSS SPACING: 24" O C. - TYPICAL �� Q w �-� SF STRUCTURAL FASCIA - NO SPLICES > l—EGEN D --� 0 O FB �"!USH BEAM HDR HEADER __ ROOF TRUSSES GLB GLU-LAMINATED BEAM V) 77 STICK FRAMING (� Q GT GIRDER TRUSS0 0 Lr) ONLY STRUCTURALLY REQUIRED BEAMS AND HEADERS ARE SF,nWNr°' s OVER-FRAMING (�l AT ALL OTHER OPENINGS SEE DETAIL 5/D2. ! SEE NOTES BELOW ALL STRUCTURALLY REQUIRED BEAMS AND HEADERS r �i-i U Z �.'i ATTIC ACCESS PANEL AND ALL GIRDER TRUSSES, HIP TRUSSES AND HIP MASTERS SHALL BE SUPPORTED ON DOUBLE STUDS UNLESS NOTED OTHERWISE. PROVIDE 3 BUNDLED BUNDLED STUCK POST Q STUDS UNDER BEAMS GREATER THAN 6" WIDE AND (D x IS NUMBER OF STUDS 2 BUNDLED STUDS UNDER BEAMS LESS THAN 6" WIDE. FACE NAIL BUNDLED STUDS TOGETHER WITH (2) 16d AT 12" O.C. TYPICAL. SEE UNIT FRAMING PLANS FOR SHEAR WALLS AND SECTIONS. ROOF SHEATHING SHALL BE 7/16" OSB STRUCTURAL # 2 WITH PANEL SPAN RATING (24/0) INSTALLED WITH PLYCLIPS OR OVER-FRAMING SHALL BE 2x4 AT 24" OC WITH STUD SUB r�o OR 5/8" STRUCTURAL #2 INTERIOR WITH SUPPORT AT 48" OC TO TRUSS BENEATH. CARRY ROOF SHEATHING BLOCKING AT EDGES, ��_�� EXTERIOR GLUE 5 PLY DOUGLAS FIP, PLYWOOD WITH PANEL THROUGH OVER-FRAMING. PROVIDE ;' x 4' HOLE IN ROOF RATING (32/16); PER UBC 1994 TABLE 23-1-S'-1. FOR NAILING SHEATHING FOR ATTIC VENTILATION. SEE STRUCTURAL NOTES ON SHEET D1, SEE SHEET D2 FOR TYPICAL WOOD FRAMING DETAILS. S H E E T R E F E R E N C E k*ft No 1 2 3 4 6 6 7 8 9 10 M 12 13 14 16 16 Tl a FoUnd01k7n PkM F9 F5 F1 F11 F7 F5 F11 F7 F5 F3 F9 F9 F3 F5 F9 F3 F13 Roof Ramh'tQ F10 Fb F2 F12 F8 F6 F12 F8 F6 F4 F10 F10 FQ F6 F10 F4 F14 Roof Pkmt R5 R3 R1 R6 R4 R3 R6 R4 R3 R2 R5 R5 R2 R3 R5 R2 R7 E1ovati '1� E3 E2 E1 E3 E2 E2 E3 E2 E2 E1 E3 E3 E1 E2 E3 E1 E4 FI,C 9&0569 rn 14198 BARROWS SHEET ORDER: .. RED 12 OF 43 If this notice appears clearer Ih:ul the JUN 2000document, the doo meat is of mar�insll finality. I111C1"O�1imcd S 1 1 i 1 I I ! !!ijl I{Ijl i I{I{I{ I�Iji{! i . 11ll! jlj! III I ! I ! ,I!Ittiltll i 'i i; li I Ilf I li i i ; i ! I i iill 1 � '�� T { � { { j I ' ( I I I I ( ISI �� I I i ; ,�j tl j , ;iji{i;. �!' Ijlj:jl�ijij i iji =i{illj:;t I IIljll lijiiill I ljllllillj ii i,, ll�tjl�lll � INCH ' MADE INCH INA i1 II II I11 1 1 Ifill li) !i I (i ni If II 1 � li{' li Iii! 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SLAB I I I I 3% CONC. SLAB I �, _ -? I =� OVER 6 MIL. OVER 6 MIL. I ( I I OVER 6 MIL. : I J 0 •--, 1 ,, a* VAPOR BARRIER 12 I I I I _I NO FOOTING t\ VAPOR BARRIER I I , VAPOR BARRIER �* I - z I� I I f0 ALLOW - D5 <1 ' STEP I I _ _ NO FUO TING ! I V) I I I_ �. I I M I 12' � ?'--s" •' ro ALLOW , , 2 J I Q � I CONDUIT `=' +0'-0" I I +0''-9' i = 3 CONC. SLAB I I DS CONDUIT I I - I jPLACEMENT I I = J �� c I I T I I I ^C OVER 6 MIL. I I PLACEMENT � w VAPOR BARRIER +0'-0" - I I I 3'-9Y�" I I r - - - +2'-6" I ` W W -� 3'-83'i" I +0'-9" W2 I F3 I 1 I ----'' - - - - - 4'-3y�"I i I _4'-_o'�i i _ J _ _ �- _ I p W r ----r - - - , - - - �- R-15 RIGID I I (� I LJI �� I a*I L.J 1 L I I F3 I I 1 I R-15 RIGID __ I ...� INSULATION I I �� - I (=7 I -- INSULATION I I I I Q W N +6" I UNDER SLAB I I I —I I --= -I 1 ; 1 " 1 I - _ - - I I I F4 I I I I I F4 I -I i UNDER SLAB �_//I _ _ +3 -�' i I I 20 r - -� - - r- - - - _I I I I I I 1 O I I I r- - - - - - 20 I Q ' I 1 D-4 __--- --- ------ ---- Wl I I L----T `- r --J I L-- -- -� I I ,-1 - - - - D4 I O 1' r W2 ; �W> ; I _ - W I 4'-5 - d �� I 2 11'—^11 1 --_ 4'_511 I6) J 1 -------- ------ --_ _I t l 0 1 I } I ;� ' --- T-F-- I I I D3 I I 1 1 D3 1 1 I I +2'-6" rT--� __ ._ . _ _-----J i Z DO a, I r - - -- -) r ---- --- I 1 L -- --- I m I I di W2 I I I W2 , I I ; W2 I I 1 I , I I M 6'-4Y." -- I " '� I I I I in — I I I I 1 ' W2 6'-4Yi" I j j Wl I I I I I I I „ 1 I f I I I I I I I I I I I 4 w1 r TEf I I �y ��TEP I m I 1•M�,",NW.�1•I'..rr. wL`IA�'1 Lid11,►.•�Iw,I•N'Y•IP.r 1./Yr,A;►N4 ♦Ibt�..L�w.NHb4N.M1H-•L�tKb111`• I- I I I W1 I I I W 1 LO I I co I Z I I I I = 1 1 I ao O' ■ I Z I I I I C I XX I I I I I I I I I Z I I I I d I I I I I I ' I I 0 I I U I I = I I a I `� R-15 RIGID v I 1 L___ _+ i U i � —.- I I I I I I I INSULA TION f-J I i UNDER SLAB � �( T I I � �' I i M i ; � 01 6 (�( 14 1 1 1 I I I 1 —` J J I I I I �O z I I I I _____/ 14 L_ _-_J I O 3 I _ I +1'-3" I 1 1 1 1 I C LIJ +1'-3 I I I. �' ' I I - I I N I C� II — - --- I I c�_n _ S. � I I I I 9 5111'1 +1'-3" I j i - I I D 3 ao 1 I I� - -- __j �------------ - - _ J L TYP. - --- - -- 1 1 - ° I I +1'-3" r r 1 _ - --- - - r-- -1 I 0 . � i I 4,, i M 1 i�? �) Ir'!'�! 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L-- - - - --_ ----- - ------- --� 111-yZ -- 9'-6 ' D3 11 113" 1 15' 91-6,r 11" 1 A51, 1111" ! ------ - ----------- ---- - - - --- I 11'--4Y2' I 3'-8" I 11'-8" ---- - - --- ----- ---- -------- - - ---- -_-_ _ I _ __--- ---- ---_______ 1 „ t I 1 , v I +6 i j i i Irl i i I 51' +3'-0" 16'-3" — — 2'--71,12" C866 - 0666 I EXTEND WALL AS NECESSARY 4N1" -,f2'-7Y2" 16'-3" -� 13" 4144" v 4Yi" 103,4"TO MATCH GRADE AT DRIVE 4'-0" 19'-11 V2 11'-43'4 3'_91/2 11'-61/Z" 3'-9V2 20'-2Y4" 4'-2" IL �E -- ---- -- -- —_ 79'-0" ---- -- ----- -' --- ---_ z LU FOUNDATION PLAN � M�L�DO�1C�� a c) 1 /4' --- 1 - 0 LU d J � 2 c� > z ■ O p ~ C) O p FOUNDATION NOTES FOOTING SCHEDULE z (+33' ELEVATION AT TOP OF CONCRETE HOLDGWNS AND SHEAR WALLS ARE NOT SHOWN ON THIS PLAN. rl- SEE UNIT FRAMING PLANS. -- -- --- r- � ?_0' FINIISH SLAB ELEVATION FTG SIZE THICKNESS REINFORCEMENT REMARKS ALL WOOD IN CONTACT WITH CONCRETE OR EARTH - mom 6' THICK CONCRETE WAIL SHALL BE PRESSURE-TREATED AND STAMPED BY AN F1 115" x 16 8" {2) #4 EW (B) PLINTH APPROVED AGENCY, ALL EXTERIOR COLUMNS, BEAMS •••••••••••••••• FOUNDATION WATERPROOFING AND JOISTS EXPOSED TO THE WEATHER SHALL BE F2 42" x 42" 14" (4) #4 EW (B) SLAB FTG PRESSURE—TREATED. F3 54" x 54" 14" (5) #4 EW (B) SLAB FTG ma O FOOTING TYPE - SEE SCHEDULE TO RIGHT PROVIDE 4" PERFORATED FOOTING DRAINS A-1 PERIMETER Oh F4 60" x 60" 1E" (5) #4 EW (B) SLAB FTG JOB NO. FOOTING FOR ELECTRICAL CLOSETS ARE ALL BUILDINGS. SHOWN AT EACH D UNIT. ONLY ONE IS F5 24" x 24" 10" (,3) #4 FW (B) PLINTH 98"'12 REQUIRED AT THIS BUILDING, AND WHICH STEP FOOTINGS AS REQUIRED TO REACH FIRM BEARING - - _ - ONE SHALL BE AT THE CONTRACTOR'S SEE DETAIL 2/D3. Wt 1'-8" WIDE_ - - SEE DETAIL 16/D4 DISCRETION. - - - SLOPE EXTERIOR SLABS 1/8"/FT AWAY FROM BUILDING W2 V-6" WIDE - - SEE DETAIL 1/D3 S H E E T R E F E R E N C E &A&g No. 1 2 3 4 6 6 7 8 9 10 11 12 13 14 16 16 17 i FoUrKb on PIM F9 F5 F1 F11 F7 F5 F11 F7 F5 F3 F9 F9 F3 F5 F9 F3 F13 Roof Frcnft F10 F6 F2 F12 F8 F6 F12 F8 F6 F4 F10 F10 F4 F6 F10 F4 F14 ROOF Plops R5 R3 R1 R6 R4 R3 R6 R4 R3 R2 R5 R5 R2 R3 R5 R2 R7 i 8ovotiorls E3 E2 E1 E3 E2 E2 E3 E2 E2 E1 E3 E3 E1 E2 E3 E1 E4 N ao FLC 98-0569 r 14198 f3ARIt()WS SHEET ORDER: S U F R E D 11 OF 43 4_ if this police appears clearer 111:111 the JUN U z 2000 l' ll I 1. ument the ducu►111nt is of 111,11-011,11 -unlit . ,.I 4 ) I11C1:� i f. .;. microf l l Y I f�l(IIIIII! ! ! ,I; ; !� III! i I�IIiII l!{ij1 III�III If l I I S ! ; 1 I 1 Ili ! !'1 i !Till iii Ili i I ; 141 !iliili !!!III i ! ! 1 I ! i ! ii;Ili!IIIII I I � 1 It li Ilii i4l ! I ! i ! Ii til 1 i 1 INCA M A DEN IN � � I i I CH A 7 xl — — �- _.. � I � I I-�- . 1 . �� ,t i —�- t1 . ,..� � �- �_- -,� I.I!11 III II III II Indm ill Iii II I ; Til i u„ 1 ill I it iii Intl 1! t1! I ! ti 1 11111 1 111!!11 1 till 1 I.I III 1 111, 111 11 , t1 t ,al._.J,4,i��.l3�.!Ilir.rlllliil) ll.i,,.,l,. i...il_(!!!L}liliil_ il-1!,1!,1,!!1! il,;Illli.i,li�lll4...allilii.l.11 I I! Illilli,l,,,!!I! .,.4111, ! , 11,1 III !iiiiliflllt�,.,11i,1 ,�,11111I111,,,,1111.11,1,11411.!..;11,111111111„11!1!111„llil111t1,{!i(. ,•�.�. - I 'nyw�y ..y±�.'� .��Il<n'il.G��✓! > �P�i�! �EAtiA:lttrY�l'e5'_• .. ._.. 8 18" HEELS AT 18" HEELS AT P D6 THESE GABLE TRUSSES THESE GABLE TRUSSES D6 r----- ------Lr-------------•I 13 r----•------T--- ------� r----------T--- --- ---� 13 r-------•------- ------ ------� j GABLE (TRUSS D4 j GABLE TR� SS j j GABLE TR� SS j T i GABL4 TRUSS j (-.— I -- -- - - - -- --_ -4 I r / 4x8 HDR I I GT _ I I GT I 4x8 HDR I d O I 0 va ksj V6 cX& lou10 10 Nr+ 10 c I I 4 HEELS n HEELS HEELS ` HEELS I I I HIP MASTER I �n `� ,n _ y m .. I HIP MASTER I I I CID go Q W Q 4x8 HDR \ — -� —tl --_ _ I 1 H Z --_ - - — D6 I I F=1.51K TO THIS WALL 18 O I 1 / I =1.51K TO THIS WALL I I D6 z m M 0 -1 Y I j `NI � I 10 1D — - I I I`� • I i I 5 D5 I ��}/I I 1 > 3 I v1 --- I _— cv►n I II ____ __— -- --- -- --- --- -- - - - - --• - - - -- - ' - I I , cf I Q I 4x8 HOR _--- --- 5 I 6 5 _41x8 HDR j W Z v- NO _j D5 11-11L705 - .� �n �. I � Q 0 I I 05 TYP. /\ i TYP. 05 \`� I I W I _JcN L-- 5— — I / \ I — — — W J I /' I 5 z J FS I 1p f \ f cn z I HIP MA$'�ER @ b & 14 @ 14 HIP MASTER I - _ _ - I 1 12 I I I I D6 12 I I ►- Z H IffI 4 < I I < to I� a W a I I I I x , 1 � _ i m JL GABLEI TRUSS I 13 -- 9j 4% I I I � I �, � � � 13 I GABLETRUSS I CZ � Z > L---------1---- ------� 04 / i I C. // i GT I 04 L----- ----L----------1 L CV 3 8 l_ I L.,r___-� I 8 Q o D6 5 I G;D6 TRUSS GABLE�TRUSS I 5 D6 Lv 06 06 Ll- -L_ _ -J L- -1- -- TRUSS HEELS ARE 4 UNLESS i5•• STEP 8 15" STEP ROOF SLOPE IS NOTED OTHERWISE.D6 6: 12 THROUGHOUT SEE UNIT FRAMING PLANS FOR SHEAR 0 WALLS AT TOP FLOOR. 0 W ! ROOF FRAMING PLAN NJ0LD0H @ Im Car � a �]L ' c_ � � 1 /•4 -- c)' ( N I Q i 'i I ROOF FRAMING NOTES W �. TRUSS SPACING: 24" O.C. -- TYPICAL U 0j U uj SF STRUCTURAL FASCIA - NO SPLICES Q W FB FLUSH BEAM LEGEND Q � HDR HEADER _ ROOF TRUSSES GLB GLU—LAMINATED BEAM Qp � STICK FRAMING "'j U Q GT GIRDER TRUSS ._.I ZO Ur OONLY STRUCTURALLY REQUIRED BEAMS AND HEADERS ARE SHOWN. !;. OVER—FRAMING AT ALL OTHER OPENINGS SEE DETAIL 5/D2. i;; SEE NOTES BELOW Z ALL STRUCTURALLY REQUIRED BEAMS AND HEADERS I v `� ■ . ATTIC ACCESS PANEL I ! n /.ND ALL GIRDER TRUSSES, HIE' TRUSSES AND HIP MASTERS SHALL BE SUPPORTED ON DOUBLE I`BUNDLED STUD POST }. STUDS UNLESS NOTED OTHERWISE. PROVIDE 3 BUNDLED OO STUDS UNDER BEAMS GREATER THAN 6» WIDE AND X IS NUMBER OF STUDS 2 BUNDLED STUDS UNDER BEAMS LESS THAN 6" WIDE. FACE NAIL BUNDLED STUDS TOGETHER WITH (2) 16d AT 12" O.C. TYPICAL. SEE UNIT FRAMING PLANS FOR SHEAR WALLS AND SECTIONS. ROOF SHEATHING SHALL BE 7/16" OSB STRUCTURAL # 2 OVER-FRAMING SHALL BE 2x4 AT 24" OC WITH STUD JOB rao. WITH PANEL SPAN RATING (24/0) INSTALLED WITH PLYCLIPS OR BLOCKING AT EDGES, OR 5/8" STRUCTURAL #2 INTERIOR WITH SUPPORT AT 48" OC TO TRUSS BENEATH. CARRY ROOF SHEATHING EXTERIOR GLUE 5 PLY DOUGLAS FIR PLYWOOD WITH PANEL THROUGH OVER-FRAMING. PROVIDE 2 x 4 HOLE IN ROOF -AI 2 RATING (32/16); PER UBC 1994 TABLE 23-1-S-1. FOR NAILING SHEATHING FOR ATTIC VENTILATION. Q SEE STRUCTURAL NOTES ON SHEET D1. SEE SHEET D2 FOR TYPICAL WOOD FRAMING DETAILS. ■ S H E E T R E F E RE N C E FFE Bt,Anp Nc. 1 2 3 4 5 6 7 8 9 10 r 12 13 14 16 1b 17 Foundation Pkat F9 F5 F1 F11 F7 F5 F11 F7 F5 F3 F9 F9 F3 F5 F9 F3 F13 Roof Fraft F10 F6 F2 F12 F8 F6 F12 F8 F6 F4 F10 F10 F4 F6 F10 F4 F14 Roof Ptlzti R5 R3 R1 R5 R4 R3 R6 R4 R3 R2 R5 R5 R2 R3 R5 R2 R7 i Bevaborr E3 E2 E1 E3 E2 E2 E3 E2 E2 E1 E3 E3 E1 E2 E3 E1 E4 N ILC 98-0569 14198 F3ARR()ws SHEET ORDER: S U E RED 14 of 43 If this notice appears Clearer than file JUN 0 2 2000 document, the document is of marl;inal (jualit,'. microfilmed `AffmL a, ii tl iii ! 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SLAB I I I -- ------------- -- -- ---- - - - - - - - _� _ 1U I I I 20 � I -------- o _ l_----- - - I -+11'__ __-- -- --�1- I --- - _:+�1 � /Wt- -- - - - --- 1 - - --1 1 , - ----- _---------- - ----- ' f 1 I I - - I I I-- Z L +2'-6'J �� I � I I I}-- I I I 16 L � F- -� 1- --i r-- 16 I I � � w I D4 t I I +1'-3" =I-- I I „ +t'-3" ' „ 1 +O'-0' r D4 I 111 Z W - - 19`311 - 26 15'1.4UVi 11 _ I I 7' 1g'-3Y2_ _- 0 ——— ; 3A* CONC. SLAB 13W CONC. SLAB 3%* CONC. SLAB ; — — (A ? I = OVER 6 MIL. 21 STEP I I OVER 6 MIL. I I OVER 6 MIL. :� I _ `V -- ' I 9 VAPOR BARRIER • ,� I VAPOR BARRIER I I VAPOR BARRIFf� NO FOOTING 1 j - Z m M NO FOOLING r- I I •''�I I TO ALLOW ' ,. I 131 CONC. SLAB I { I I , , 1 o J = TO ALLOW I +: 6' I I OVER 6 MIL. 1 r +0' -9" I i L+0'-0" c� 9 - I I CONDUIT ^' - I CONDUIT 13 I I PLACEMENT - I I VAPOR BARRIER I I I I _ > ._ I I 12 1 I rn ' I cn I i PLf` EMENT I I I I D5 I I I I { I I I 12 / I W It V) +2'-6" - -, 12 I I ' 13'-83'1 I I D5 7- - - +0'-0" r I � VI I - - W2 D4 I 3'-9Y_' � +0'-y„ I I I W2 I,� . I � � r. I I L I I I 1 1 I I 4 -0 I = I I 4'-3Y2" I = I I I - _ - I _ I ___ _ I I R-15 RIGID N J I ----J-- - = I - - - - R-15 RIGID I LJ «i I �J I LJ I C 1 1 - - , - --,. - --- I I I INSULATION I I� A I C� I I I C� I I INSULATION I I - / I Q v- W N I 4.3'-0� I _ _ UNDEP SLAB I L- -i ► I F-1 I I I UNDER SLAB / _ _ _ �r I I W Z w— m F- �' •t 1 — - - - - 1 I L---1- J 1 I L__-� t I 0 I D4 ----- O { r -- I I -i I--- I I W1 _ _ _ DS/ I W -�- - Wl I I I I I -------.___ _ I I a, 7" a OW2 11'-8"- - - p I- -- ---- ---- I I I 1 0 1 I I I I 1 o I I - 1 1I) T� +2 -6" I i , , I I I rT--- --------_ ,._J I = Z --- -�- I I I I D 3 ;n I I I I D 3 ;n 1 i --i- - --- 1O a, I r-- --, -- - --- J I 1 ' W2 I I I I W2 I I I I I W2 r� 1 I W1 6'-4Y4" ' , I I - I , I 'r' I I I I 1 u•, I I ' 6'-4Y4" /W1 I I I 1 +1'-3" I 16" STEP- t i I i O i 1 I I i 6" STEP I I I 12 I I I I I I m I I I I I I I I +9" I I I I 1 R-15 RIGID I I I ':k! �' ■ INSULATION I I 1 v 1 0 I UNDER SLAB - I ' I � 1 I DED _ � I V I � ^^—I co mc 1 ( I I I I I 19r, S FEP I 1 1 IL I' I I 1 I I I I I I I 1•� 1 , I I I I 1 i I i I I O Z Z Lo � l--•---J I 1 I 1 � � I I +1'- 3" � I I--- -_-J j t.J i I I - I I 1 I ^ I I I = ' I 1 W 3 II 4 Q I +1 -3' I a - �� 15Y:" `.� � � ETI\ +�--CJ I ^ = 1 ! O t I TYP. 1 w o I I = I 1 o L -- - - - ^---_____ L -- - ---- ----- rr o I 1 ~I I 2'_4" 1 :C ~ I I v t Iv I 14 r 1 �. 4., 0 3 `j' 13' I �J I I`" I ' D3 3 0 ' - " u_ ---- - ,- - +7142 - i i n I I Q I ' W1 D3 I I D3 Wt 1 �� vit L- - --------- ---- - ---- - ----- - - 1-2'-11Yz 3I 11 9'-6" +7Y't 15 I 31 11 9 - 6" 11 Y5"�I --`~----- ------- -------- - - - J I +6 ut I - --- ----I- I I 11'-$" I 3'-8" I _ - 11'-4Y�" I --- - - ---- --------------- --- - I I - - --- ---___ ______ - ---- - - - - ---- E_31 JOrr z I I I I I I � +6" 1 V2'r 1p 2'-7Yz" 16'-3" —_ 5" I I , I I 13'' :r tti'-3" - 2'-7V2" 0866 X-----4— C636 I - -CB66 I i— EXTEND WALL. AS N t;�3'S4Y ------ I , I I _ +2 -4111 ------ -- — Y — — TO MATCH GRADE AT DRIVE +7Yi" �� I i 4 13 103'4" 4Y4" 4Y4 4Vi" _3- _ _ _ i 4'-2 20'-2Y4" 3'-9V1" 11'-6Y.�" L 3'-9V2" 11'-43'1" 19'-1112 _ 4'-2" ` W FOUNDATION PLAN MOL�DO�, � (,�► I 1 //4' = 1 ' - Cl' LiJ J O � > z ■ � O R ll— CIO U FOUNDATION NOTES FOOTING SCHEDULE ELEVATION AT TOP OF CONCRETE HOLDOWNS AND SHEAR WALLS ARE NOT SHOWN ON THIS PLAN. ---- - -- � I--� SEE UNIT FRAMING PLANS. -- +20' FINISH SLAB ELEVATION FTG SIZE THICKNESS REINFORCEMENT REMARKS �- t ALL WOOD IN CONTACT WITH CONCRETE OR EARTH I 6" THICK CONCRETE WALL SHALL BE PRESSURE-TREATED AND STAMPED BY AN F1 16" x 16" 8" (2) #4 EW (B) PLINTH APPROVED AGENCY. ALL EXTERIOR COLUMNS, BEAMS n' •............•.• FOUNDATION WATERPROOFING AND JOISTS EXPOSED TO THE WEATHER SHALL BE F2 42" x 42" 14 (4) ;�a EW (B) SLAB FTG PRESSURE-TREATED. F3 54" x 54" 14" — O FOOTING TYPE - SEE SCHEDULE TO RIGHT (5) #4 EW (B) SLAB FTG k, 13 PROVIDE 4" PERFORATED FOOTING DRAINS AT PERIMETER OF F4 60" x 60" 16" (5) #4 EW (B) SLAB FTG FOOTING FOP ELECTRICAL CLOSETS ARE ALL BUILDINGS. - - &M SHOWN .AT EACH D UNIT. ONLY ONE IS F5 24" x 10" (3) #4 EW (B) PLINTH 98-12 REQUIRED AT THIS BUILDING, AND WHICH STEP FOOTINGS AS REQUIRED TO REACH FIRM BEARING ONE SHALL BE AT THE CONTRACTOR'S SEE DETAIL 2/G3. - - DISCRETIGN. wl 1'-8" WIDE* �- — SEE DETAIL 16/D4 �--- SLOPE EXTERIOR SLABS 1/8"/FT AWAY FROM BUILDING W2 1'-6" WIDE - - SEE DETAIL 1/D3 4 H E E T R E F E R E N C E &*ft No. 1 2 3 4 6 6 7 8 9 10 x 12 13 14 16 16 n °p FolJrlf�f�If)n Plan F9 F5 F1 F11 F7 F5 F11 F7 F5 F3 F9 F9 F3 F5 F9 F3 F13 , Rloof Fraff Q F10 F6 F2 F12 F8 F6 F12 F8 F6 F4 F10 F10 F4 F6 F10 F4 F14 Roof Pkm R5 R3 R1 R6 r?4 R3 R6 R4 R3 R2 R.5 R5 R2 R3 R5 R2 R7 v) aevf711bm E3 E2 E1 E3 E1 E2 E3 E2 E2 E1 E3 E3 E1 E2 E3 E1 E4 CIDELC 98-11569 1 a191113nitRows SHEET ORDER: S U F RED 15 OF 43 Iif this notice appears clearer 111;111 file iUN 0 � 7000 de ement, the document is of marmi11al qualify• I111C1,01IIme(1 ISI{I�Ilill'!I!(! I !Iljl�i i I�111� 1{i;l�l I !Iljlllil , '�j{ ! I i 1, 1 'i ! I 1 Iii I i ili I s Ij I i i I iii 1 '111 I i i I !illi f 111'1 I I I i I i'i li . liHlflll ' INCH MAD! IN CHINA ' . t illi11111111,lilsll� ,illlsllr,r,,lnlll,,, - i. j III11lr. ..11lr.,rl ,ill.,lrJ 1.,,,.,1! il,.1.11111,...I,f.,f.,i..litsr,.,,Ili..i,,..I1L.i..Illi,.Lllh,iillii.Ilillll,l.,,lfll,.,,.11t1lrt.., IN,ttl.►Ilintrf►Ili„��ill„�r,�i,iil�,�r..r{U I,r„I,III,r:..,,l:,,,,,II,,,r,,,Ill,r„x1111111{t�!lIII. 1 1 w - A I I YD6 18" HEELS AT 18" HEELS AT 8 THESE GABLE TRUSSES THESE GABLE TRUSSES D6 - ----r _ _-- ----------I 13 i----------- T --- - -- ---i i ---__ ---- -� -- - ----- -i 13 + --- - -- ------� GABLE �RUSS I G4 I GALE TRUS I I GABLE TRUS I D4 I GABL4 TRUSS 1----+- —— —t---- � 4x8 HDR I I GT I I GT I 4x8 HDR �' I I I I I cn I 7:11N I I r -. ' 1 o co � W � 10. D6 I I i a HEELS ' HELLS HEELS HEELS 0. i I I_ HIP MASTER I - �� \� � / ;n - , I HIP MASTER I Li ' \ / \ J cr o W h x 4x8 HDR — - - ---1� - C ' `_-_ I - ' 4x8 HDR I D6 I F=1.51K TO THIS WALL \ (:n:5I i�/f ! I 05 F=1.51K TO THIS WALL + I D6 Z m V M I I J \ I 10 cn I 10 ' I I I 0- I - F... Q i I\K 1 D5 �; 05 I ��\��I I > c i I — �•-r I w L 1A I a CUD X/ W I I --- _ ——————— ! -------- -- -- — I J + I / \ - - -- --- -- — - — — -- -- — — -- -- -- - \ ----------- -- I a - ---- ---- ---- -- : , N Ln i ' K\ �� \ r W v i 4z H R --- I DS i ' S Q �=- 4 8 Hh _J I w Z r m u .�.. �-.. /, 9 5 �s\\ I I i ��\\ I p5 r 9 \ ... .R} I Q 0 I + �� D5 I i YP. TYP � ' - � 1 5 o _ — I I pg 0 Ln + \ + V) s I HIP MAS fER t �- I r @ J HIPI MASTER 1 I w )3 In I I I D6 In u; w 12 I I or > > I FE v� I a w w Z co u_ 1... ova1 a + ! ,termc 111 1`2 I i a aw --L- ---� .._ .... . - _ _ ..�. l _ I 13 _ _. _ J _ I 13 I I h.. I — u z i GABI.EI TRUSS , , ,. - -- i - - GABLE TRUSS D4 I -- -- / GT UT I \ IJ D4 L---- -----L----------� ,{ it IM D6 5 I I I 5 I _8 � o GABLE ITRUSS I GABLEITRUSS I �D6 ry D6 U- _-- - -----1_______ _.__. J L - --- -_1 � •-----�--------- TRUSS HEELS ARE 4" UNLESS 8 8 ROOF SLOPE IS NOTED OTHERWISE, --- 15" STEP D6 D6 15" STEW u.. 6: 12 THROUGHOUT SEE UNIT FRAMING PLANS FOR SHFA11 O WALLS AT TOP FLOOR. c' Q � � c O a ROOF FRAMING PLAN _____ aMOL�DO ®� � U r� Q I F- . Z W ROOF FRAMING NOTES w TRUSS SPACING: 24" O.C. - TYPICAL o 1 Q w SF STRUCTURAL FASCIA - NO SPLICES > LEGEND � 0 1 � FB FLUSH BEAM; QD HDR HEADER - ROOF TRUSSES Z • GL.B GLU-LAMINATED BEAM C/) C�'a STICK FRAMING I� GT GIRDER TRUSS I ZO ONLY STRUCTURALLY REQUIRED BEAMS AND HEADERS ARE SHOWN. (� - OVER-FRAMING C� AT ALL OTHER OPENINGS SEE DETAIL. 5;/' � SEE NOTES BELOW ALL STRUCTURALLY REQUIRED BEAMS AND HEADERS I` S �/ ■ <� ATTIC ACCESS PANEL (� , AND ALL. �IRDER TRUSSES, HIP TRUSSES l,J AND HIP MASTERS SHALL BE SUPPORTED ON DOUBLE BUNDLED STUD POST >_ STUDS UNLESS NOTED OTHERWISE, PROVIDE 3 BUNDLED �r STUDS UNDER BEAMS GREATER THAN 6" WIDE AND OX X IS NUMBER OF STUDS 2 BUNDLED STUDS UNDER BEAMS LESS THAN 6" � WIDE. FACE NA11_ BUNDLED STUDS TOGETHER WITH (2) 16d AT 12" C.C. TYPICAL. SEE UNIT FRAMING PLANS FOR SHEAR WALLS AND SECTIONS. ROOF SHEATHING SHALL BE 7/16" OSB STRUCTURAL_ # 2 OVER-FRAMING SHALL BE 2x4 AT 24" OC WITH STUD JOB NO. WITH PANEL. SPAN RATING (24/0) INSTALLED WITH PLYCLIPS OR SUPPORT AT 48" OC 10 TRUSS BENEATH. CARRY ROOF SHEATHING BLOCKING AT EDGES, OR 5/8' STRUCTURAL �2 INTERIOR WITH 98--12 EXTERIOR GLUE 5 PLY DOUGLAS FIR PLYWOOD WITH PANEL THROUGH OVER-FRAMING. PROVIDE 2 x 4' HOLE IN ROOF 1 RATING (32/16); PEP. UBC 1994 TABLE 23-1-S-1. FOR NAILING SHEATHING FOR ATTIC VENTILATION. SEE STRUCTURAL NOTES ON SHEET D1. SEE SHEET D2 FOR TYPICAL WOOD FRAMING DETAILS. S H E E T R E F E R E N C E &*ft N1a 1 2 3 4 6 6 7 8 9 10 11 12 13 14 16 16 17 co Fol/lotion Plan F9 F5 F1 F11 F7 F5 F11 F7 F5 F3 FY F9 F3 F5 F9 F3 F13 Roof FrMft F10 F6 F2 F12 F8 F6 F12 F8 F6 F4 F10 F10 F4 F6 F10 F4 F1a Roof Plow R5 R3 R1 R6 R4 R3 R6 R4 R3 R2 R5 R5 R2 R3 R5 R2 R7 i Bova"" E3 E2 E1 E3 E2 E2 E3 E2 E2 E1 E3 E3 E1 E2 E3 E1 E4 N f[.0 98-0569 (10 14198 BARROWS SHEET ORDER: S U F- R E D I( OF 43 If this notice appears clearer 111,111 file JUN 0 2 2000 dlbcumcnt, the d1►cuntcnt is of ntal t?in;11 1111a1i;�'. I1)Il'T(ll� 1111100 I�IjlJil! ; !;Ijl►lji �l( i` l r ! ! !I! ! I iIIi!. iliail Ili i 'iIi I i I ! Illii ili!I'} 1 III i l i I i i;i !i Ilj iiil k � 7 `, s.,f I I I 1 � 111 � � II 111 IIIc I � I1 � Ii ! ` ( i If � II II � s INCA 'I MADE IIICHINA 1 n •• i I 11 1 { 111 1, 11 'i" t' ""I' 1111111 1 111111 U 1111 1' 11 111 1111,1 1111,1 1 111111 I 1111 . "j IlIIII�II II I III II II1t,lll I Il II I!!!' I �1 11 I t t. ! ! i ' ?? ?i?? i. �� „i 'It i I 1 I,u ti,l 1..,111 III II ,! !I I I }�, I I{ I _lilJl_i!_.�!1!li , lil.1 i�llill!1.11I!IIiIIII!lli. .!ll .�III,.I. .lI11,.11 .� ' 11 ,,,,„� ,I. 1,. ,, ..,1 ,II ,,. ,, ..,1,1 111,,, ,IL,�1,1111111{1,,,,11. n i r nr.a+Vll^.•w 94'-0" 2' -8" 4'-5144" 14'-10" 5'-3�K 12'-3" 4""- '-1" 1� 3 2'-3" .3'-1" 12'-3" 26Y4" 14'-10" 4'-5144 2'-$" ho 14 - —,r -- -- -- - EDGE OF PATIO IS I I ` - t _ - ----- AT CENTERLINE I C644 I I v r_ __, ;¢ I � I i CB44 I - � I `- O TYP. O_ -—' FII TYP. c� ,II -'-- �Sf�m-' - ��OO► oHO -------- ---- 1 --- --- -- -- -- ------- - C) C344 I 2x4 SCREEN WALLi I CB44 3NCONIC. SLABj 2x4 SCREEN WALLCB 4 xSCREEN WALL - 00 +3'- . 3W CONC. I 3W CONC. W m 3l CONC. SLAB SLAB SLAB C1) --- -------------------77, ----- -. CONIC. I II ' } 1 20' I I�' , I - ------------ ---- +2'-2" 1 1 [�+j I \ D4) -- o I 1- - -- - - ' - - ---- --- --- v ----- - - ------ -- - - --J d lap* - --) --- - - - -- - - - - - - - - -� F -- - ---------- ------- - - I- ----'- - -- ----'- - ---- ��--� r _- 16 I �o E, I 16 L_ _J ► f'- D4 +3'-9" ..,I I +2'-6" + ow, .. ., - I I �) W O 19'-3Y`t" -'b I 15'-4" I I 15'-416 I +1� 1 �0'-0� D4 I to --- -- ----- -- - -- - I --- - - I -------' -- ------ - I 14'-7L`t' 1 - I--2 7" 19'-3W' _ I 41 �- - 0 I i -- I ► i 3140 CONC. SLAB I I 3140 CONC. SLAB -- -_- I ___ Z O - i 314 CONC. SLAB Z ` OVER 6 MIL. I 1 21" STEP I I I I OVER 6 MIL 1 I OVER 6 MIL j f NO FOOTING VAPOR BARRIER I • SLAB I 15" STEP I I VAPOR BARRIER I I VAPOR BARRIER NO FOOTING j10 314 CONC TO ALLOW 1 � I I I I I t I I I Z i� I CONDUIT `=' I +3 9 I I OVER 6 MIL. I I 3140 CONC. SLAB I I I -+p'-9" I I +U'-0^ N TO ALLOW I I O J P PLACEMENT -7-' I I VAPOR BARRIER `�, I 1 OVER 6 MIL. 1 1 `f I IPLACEMENT -L - I -1 r CONDUIT I I _ 1 + 12 I 1 J, 12 1 1 I I I I I PLACEMENT I I - I I VAPOR BARRIER I I a' I I I I w +2'-('' 05 I 12 I I D5 I 3'-9144 I 3'-91.4 +0'-9" rn ( -I 3'-8144 - I I D5 -- - +0'-p.. I W I W2 I ---- rf i-- * I I W2 I I W ((� J V) -- - - - - I 14'-0" - .� I I 4'-0" .� I I 4'-3!o'i" , I I I - — - - - - 1__ L J I I L-J I + L -1 �► I I I _ t — - - z- --- I J e _ I I __ I I R- 15 RIGID c R-15 RIGID I I— — -L I IM - I I I I I I INSULATION 1 +4'-3" -I _ L INSULATION I 1 I 1 I I - 1 I I I UNDER SLAB "' +6 1 1 I`, J N I - f F-I I - � Q � I W UNDER SLAB I ; I I F4 I 1 I I F4 I 1 1 1 I F4 I I I - - _ I I I I I 1 1 I I I r - - - - - - 20 I I � Z r' �J l__ J I �-- - I I D4 I -� 1--- t + ►-- I I Wl D4 I I Q -8" .0 - I - --WI i I 4°_7" `n W2 11'-8'. I I I I I I I I I I I I I I I I � I I - I 1 1 } I , I I I I 11 -8 4'-5" 1 J 1 I---------------`� I I I I I t t - (� +3.-9» I I I I i c� I I I I d I I I I 1 d I I rT--M ------------J - - - - -f- I I I I Q3 I I I ir) 1 } I I D3 I — _!_ co Z I r---- 1 t. --- - --- I I I t I , I I M + 1 I ~' i --- ---- } ------, I o, I r O } I I I I , I I I I I w2 , I n 6_4144 W- * ! I j I i �, I i I i » `n i , W2 6'-4Y4" In I I Wl I I IL 19" STEP I I W2 I I I 6 STEP I I I O I I I I 1 1 I I � I 1 I � I + I I I I I I w I + w I 12 1 I I I I I + + I I 1 6 STEP I I G STEP I I I I I i I I 1 m i I W1 I I I I I D4 I I I I � +9" R-15 RIGID I R-15 RIGID 11 I I I I I I I INSULATION I I I I INSULATION I + I I I i U i I •I Z L O� UNDER SLAB I 12 UNDER SLAB I I •r I I l I 1 I I Q • _ • 1 I U + I I 1 I 1 T D4 I � I -I l I � ) I I U i 1 � - M l� f� I IT'•' STEP i i Q- I I I 1 I 1 � 1 � I / L .- } � 1 �� I I , 1 I + � 1 I I I , / I I r—� I I I I I Z - L_.-_ - J I I I I i I I i �.. + , I +1.`3» I i I I I L-----J j z I I I +2'-6" } -` I +1'-3.. I - _.. -_ _ I _ I I I O - 3 ir fSC t 10 r-- --I I I 414t" , cwc�, o ► 1 e QwQ q +1'-3" I I , 1 �, 3 I I j r ,-= --1 _ ir ! 1314`!"_ O *2'- I I 15W U I I " t p — I I I I 1 �I I 9 I +2,_6"- I t 1 no � I _ � � I oo � � Q3 _ J � ' +9" I I - ----- _- I 1 � to I - _ i I 1 ; I ou I I a IAJI _ I -----------� L+1'-3" TYP. I I ,,� I I ---- $' I I o _ L- --- ' - -- ------- fi O - -- - ------ ---- I I I dr , t t �� I r 1 _ ft I r. I , -4.. I , I �� I Tl 4.. 1 1 1N 1 � T 14 t 2'._ I I o I I I , , + I I_ r o r i 4" 1 3 -- _ D3 L D3 I +4,-3„ I I 1---- - -- +1'-10Y`z"-- i' I - I - - - - - ---- +714z_- I +�_ I --- - -- --_ -- I I `� Q3 W1 i I W +4 3 I L h 12'-11>�t" 3' 11" 9'-6" 214' 12>�z" 3P I 1" 9'-6" 15 + 3 3P 11" 9'-6" +'� " 111 " . I I-_ -� ----- �� --___.----- - - -J +T] u ,� -----L \ I I 11'-8" I I S-8" I rt'-8" I 3' -8 1 11'-4Yz" - --- - - - --- ------------------_ __ _- — _._ ------ -- - - - - ---- �� I I I I I I 13 •r 16 -3 16'-3' I 1 CB66 + CB66 I ( I CB66 I I EXTEND WALL AS NECESSARY I _-___ I !-___ CB66 --CB66 dF +7W TO MATCH GRADE AT DRIVE .- � ------- ---- -----------'---F ----------------- ----- I 10%4" 4V4" ;f L - 4V4" 4Vi' •4W' I--T- - 4' 20'-2144" — -3�-9Y°i" — ---- 11'-611`!" 3'-9V2' 11'-6" 3' -914t" 11'-4�'i" 19'-111�i" 4'-2" 94'-4" z w FOUNDATION PLAN ®SIL ON@@ 9 91% 90 9 119 ui 2 I JLij 1 /4"= 1 0" j W_ L 1 C� / Z ■ � z R ~ z O0 FOUNDATION NOTES FOOTING SCHEDULE U i cn ; -3'1--- ELEVATION AT TOP OF CONCRETE HOLUOWNS AND SHEAR WALLS ARE NOT SHOWN ON THIS PLAN. -- - -- --- ----- i� SEE UNIT FRAMING PLANS. [i 20' FINISH SLAB ELEVATION FTG SIZE THICKNESS REINFORCEMENT REMARKS - ALL WOOD IN CONTACT WITH CONCRETE OR EARTH - - 6" THICK CONCRETE WALL SHALL BE PRESSURE-TREATED AND STAMPED BY AN F1 16" x 16 8" (2) #4 EW (B) PLINTH Q- APPROVED AGENCY. ALL EXTERIOR COLUMNS, BEAMS — -- - - -- ................ AND JOISTS EXPOSED TO THE WEATHER SHALL BE F2 42" x 42" 14" (4) �!4 EW (B) SLAB FTG FOUNDATION WATERPROOFING _ PRESSURE-TREATED.OX FOOTING TYPE - SEE SCHEDULE TO RIGHT F3 54" x 54"- i4" (5) }�4 EW (B) SLAB FTG JOE NO. PROVIDE 4" PERFORATED FOOTING DRAINS .AT PERIMETER OF F4 60" x 60" 16" (5) �4 EW (B) SLAB FT, FOOTING FOR ELECTRICAL CLOSETS ARE ALL BUILDINGS. - S 98-12 SHOWN AT EACH D UNIT. ONLY ONE IS F5 24" x 24" 10" (3) 14 EW (B) PLINTH 7v REQUIRED AT THIS BUILDING, AND WHICH STEP FOOTINGS AS REQUIRED TO REACH FIRM bi t,• ING - -- - -_ONE SHALL BE AT THE CONTRACTOR'S SEE DETAIL 2jD3. DISCRETION. Wt 1'-8" WIDE � -- - SEE DETAIL 16/04 SLOPE EXTERIOR SLABS 1/8"/FT AWAY FROM BUILDING W2 1'-6" WIDE - - SEE DETAIL 1/D3 S H E E T R E F E R E N C E - —� &gyp No, 1 2 3 4 6 6 7 8 9 10 r V 13 14 16 16 17 Four4ation Pian F9 F5 F1 F11 F7 F5 F11 F7 F5 F3 F9 F9 F3 F5 F9 F3 F13 Roof Frarft F10 F6 F2 F12 F8 F6 F12 F8 F6 F4 F10 F10 F4 F6 F10 F4 F14 Roof PbW R5 R3 R1 R6 R4 R3 R6 R4 R3 R2 R5 R5 R2 R3 R5 R2 R7 FLC 98-0569 �+ 14198 BARROWS, Ebvaii0rr E3 E2 E1 E3 E2 E2 E3 E2 E2 E1 E3 E3 E1 E2 E3 E1 E4 9 0) 17 OF 43 SHEET ORDER: U F= R E (� If this notice ;rhnears clearer than the SUN 0 '� 21A 711 document, the document is of marginal tausllilIv. microfilmed . IIIIII '! i ! ! I ' IIIIIIIIIIIIII , I � I i I � } I I i' I��II'llll IIIIII:;IIIII'lli� 'I �II:iIj1I111 Ii�1i;�IIIII ;I IIL�ili�iliiil,1li. i .�i(i1i Il ,.i I IL ,}, li! INCH f MADE IN CHINA ern 1 r4 1 ,'l� I � IIII �� III 11 IiIIIT11 11! II 11111111 (1 11 111411! 11!1lli! 1111l� i 11 111011} li } if! 'i 1441 44444 1' Ilil ' 'f 1 41111 Ilrrrl' � ti u r r it"I' ""t tlllnl U nrrin •nf r rr„Ilr 1u�i urinr rnr r 1n i r + ( 11!1111 I. f-IL .I. 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I (/1 I tv G I i _ I I i I —J -- - ------- I I �l _ _ --- --- r W W W I a i t i ! I CD I- I I �� (n \ I I I Q I i W /\ - --- - ----- ' I v- _j �' i i L ,�� t ( - L 6 -- . , Imo, h J N I 4x8 H�R . Vi r -- I 5 \ / \ •... _ Q r p i D5 5 w -� _ _ I 4 8 HDR_ � ED� �i 5 I -- TYP. -9 �� i k= ►- 0 -' U5 _u.j � j__ J` o I F_ 5 I �� l� { I ! I __ 5 J _ \ I 6 rzj Z U J I ------- // — V1 \ lJl w W T I HIP MA5 fER I I D l HIPI MASTER I I w = W - - -- Z I I 1�' In I I iJs 12 I I t•- a I j d' 10-0-1 Ili L � I CL GABLES TRUSS I I , Nil D4 /1 131 /� GT �\ I _-_._. ./� GT �._ /� GT -�-__- Q4 GABLE TRUSS i -- _ Z r= L----------1----- -------J -J I I i J �� L------ - __ -L _- ------- J — �" z g -- --_t_—.--t— _._L J L- __ I -- -- i r' I 1-_j s < V_ 4 1 6 5 I I I I I I I I I oC D GABLEITRUSS I I GABLEITRUSS I p GABLEITRUSSI Q6 o L- -1- -J L- --1--- --J __ " 1 ____ ________ _______ ______ l._____ ____1______ J -= TRUSS HEELS ARE 4 UNLESS � 15" STEP 8 1`. �>TFI"t 8 ROOF SLOPE IS NOTED OTHERWISE. D6 �" D6 15' srEF 6: 12 THROUGHOUT SEE UNIT FRAMING PLANS FOR SHEAR LL WALLS AT TOP FLOOR. O ROOF FRAMING PLAN o QUAL DOH®0 �II �� O -1 p � Q L---D I I ROOF FRAMING NOTES ! TRUSS SPACING: 24" O.C. - TYPICAL. Z I w SF STRUCTURAL FASCIA - NO SPLICES LEGEND 11J 2 FB FLUSH BEAM _. -- -- w HO4 HEADER -� ROOF TRUSSES I>1 J I i GLB GLU-LAMINA TED BEAM _ V W GT GIRDER TRUSS STICK FRAMING ONLY STRUCTURALLY REQUIRED BEAMS AND HEADERS ARE SHOWN b OVER-FRAMING AT ALL OTHER OPENINGS SEE DETAIL 5/D2. ry'` SEE NOTES BELOW J 0 .J z 0 ALL STRUCTURALLY REQUIRED 'SEAMS AND HEADCRS �� ATTIC ACCESS PANEL O 0 ~ AND ALL GIRDER TRUSSES, HIP TRUSSES �--� (J AND HIP MASTERS SHALL BE SUPPORTED ON DOUBLE STUDS UNLESS NOTED OTHERWISE. PROVIDE 3 BUNDLED ® BUNDLED STUD POST ( ■ STUDS LINDER BEAMS GREATER THAN WIDE AND o x IS NUMBER OF STUDS �/ 1D 2 BUNDLED STUDS UNDER BEAMS LESS THAN 6" _ � �L (� WIDE. FACE NAIL BUNDLED STUDS TOGETHER WITH r`_ �- (2) 16d AT 12" O.C. TYPICAL. SEE UNIT FRAMING PLANS FOR SHEAR WALLS AND SECTIONS. < ROOF SHEAThIINr, SHALL BE 7/16" OSB STRUCTURAL N 2 OVER-FRAMING SHALL BE 2x4 AT 24" OC WITH STUD 111. WITH PANEL SPAN RATING (24/0) INSTALLED WITH PLYCLIPS OR SUPPORT AT 48" OC TO TRUSS BENEATH. CARRY ROOF SHEATHING BLOCKING A f EDGES, OR 5/8" STRUCTURAL ly2 INTERIOR WITH THROUGH OVER-FRAMING. PROVIDE 2' x 4' HOLE IN ROOF EXTERIOR GLUE 5 PLY DOUGLAS FIR PLYWOOD WITH PANEL SHEATHING FOR ATTIC VENTILATION. RATING (32/16); PER UBC 1994 TABLE 23-1-S-1. FOR NAILING AOR rao SEE STRUCTURAL_ NOTES ON SHEET D1. SEE SHEET D2 FOR TYPICAL WOOD FRAMING DETAILS, 98-12 S H E E T R E F E R E N C E te {k"v No. 1 2 3 4 6 6 7 8 4 10 r n V U 16 n i FoUndaflo l PIM F9 F5 F1 F11 F7 F5 F11 F7 F5 F3 F9 F9 F3 F5 F9 F3 F13 Roof FraMh g F10 F6 F2 F12 F8 F6 F12 F8 F6 F4 F10 F10 F4 F6 F10 F4 F14 Roof Pkrig R5 R3 R1 R6 R4 R3 R6 R4 R3 R2 R5 R5 R2 P3 R5 R2 R7 FJbv&L'we E3 E2 E1 E3 E2 E2 E3 E2 E2 E1 E3 E3 E1 E2 E3 E1 E4 N Ell, 14 V8(15191 �00 14198 f3ARF?OW5 SHEET ORDER: S U F R E D 18 01' 1 ;�.J .., N` i4P'Sk::•,�A1dA�dt�{wj '��,.�"R::St.t,A.N��.Y! If this notice appears clearer Ihan the JUN O a document, the document is of marl;inal quality. microfilmed (II�f Illijl ' ! ilij , � illil I IIIiIII�ItIllii I{li!Ii�l ( �! I I : J I I. .i.1ilW .ji 1 i li� i . I SLI lli.1 iii!=l .IIiIIII�1!1i I Ii t Ii'! l i 1 1 ( ll I I t ILII INCH MAGE IN CHINA J J JIIJ J i ILII IJ I til ill it I i `iii i 1 �� ! 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SLAB i wi �� t 01 h' F- I — — --------_ __ __ _--- -- -- -------- r i SLAB i i " i i _. i 20 I -- f ' V) - --- -- - - -------------- ------- - --1 I i c,1� I r ------ ----------- - - ------ -- ti `° i _ I�1F \ L_ -- _� r-- -------- - - _- - -- -------1 I ,- ---------- - -------- -- --1 I ,---- --- -- - - -- ------- 1 I- 16 O T1-� _ J D4 { t I +1'-3" I t 1 I W1 11 +1'-3" C+1'-3" I I +2' D4 I I in 0 W 19'- 142 27" I I 1` - 314; I 15'-4" _ _-- I - I I 15'-41/2 I 126" 19'-3142" W t ---J 3W CONC. SLAB I I 3143" CONC. SLAB i- — i i I Mt" CONC. SLAB I L___ OVER 6 MIL. ! I OVER 6 MIL. I I I l i l I OVER 6 MIL. Z VAPOR BARRIER 12 1 I I 1 ! I ! I I J V) r- NO FOOTING r - VAPOR BARRIER ! , I ! I VAPOR BARRIER aI r`-- O j I ! TO ALLOW N D5 t -- t I , " I I I " �1' STEP I I TO ALLOW FOOTING j ! z V) M ! I CONDUIT +o'-o" I I +o'- I I 31 CONC. SLAB I I 3" CONC. SLAB t2 CONp�'-; ! I ° _J � Q r- 1 I I 1 I i I D5 PLACEMENT -I I PLACEMENT j i j I l OVER 6 MIL. j j l � OVER 6 MIL. ` �D i i 12 I I 1 i l I VAPOR BARRIER i i °i VAPOR BARRIER +pED 1 - - - p4 I I 3'-8.V4" I I 1 +p'_��" - _. t ____ " � � , � 3' 9Y4" I ! � I I I I � W W — W2 I x I L--———---- W_ ! I �_ _. _.. _ ----1 I I I t-- - -- -�- ----1 1 I r ---- _'r-----1 I I F3 �-j I i ..•_., 4'-3Yt„I I , j x 4'-1Y2_�_ I j 4,-0„ I I 1 - -' �/ I �L. ' { -- -- - - - - R-15 RIGID i I LJ I >* -- IJj t a L---1 I R-15 RIGID W N J I r3 INSULATION I I INSULATION I i° I I I 1 +6” __/ _ UNDER SLAB i h I I I--1 I I I—`--1 1 UNDER SLAB _ _ _ +3'-0" I j Q r- W N I _ _ _ _ _ _ F4 I F4 I F4 I . v I ! 20 r - - - - - , I i 1 I ! ! I I , I I I 1 ! 1 r- - -- � � - - l 20 I i �; � Z r'" m `,/ _ _ 1 I D4 ------ - - L- ILT---J --- J I I L-- T --J I I - _ - - - - - Q ,� I , - -- - --,--- - - �W�I , I ► I I �- I I I , I I ! W, -- --- --- -;-------- � I ! O O " W I 4'_ .5 .,t I 11�$' 4'--5'" I J ih I -��_ --- - -1- i i n I I I ' j I I I I u� p3 1 I ! -+ - op- CD4 - -T 0 1- ca - ---- J 1 I �'� - I I I I I I I I "' ' I I ! L --- -- - I 1 �{ t I.�i r w2- ! I .i ��, � t 1 t , -_ .� w2 I � I I ; , w2 I I I I � - °. I I 1 i W1 i 6'-4V4" +—� u� I I ! C� u I I I I j j I w� 6'-4V, I { Wt I I I 1 I I I I I I I 6„ STl:Pj I I I I I I 12 I I I I I I I 1 19„ STEP i I I I 6' STEP! I D4 i I 6" STE:PI I I I W1 I I Q 1 �p 1 ..J Lw-1) I , 1 , I t I I I ._1 I W O� i I to I I I I t l I R-15 RIGID - 1 1 to I I t-- I I ! I I ! I I I I I I Y. //// UNDER SLAB ' . 1 I I I I I I aoINSULATION 0o I U I 1 I I I I 1t01 01 w LE-33 i-- I6" STEP 6„ STEP (J I I I I �- mc� 'r � � � � I06 I I ! I I I !- - 1 ' 1 ! I I +1'-3" I I —� I +i,-3„ I I i Q 3 w O I , 1 I „ w O , I I I { ! r --1 Lm � G :.0 5W I I +1'-3 O ,I I ! a o - I 1 ! , 04 ! O -� I t I v I 5Y� I +1'-3' I 9 , 5Y�'I I +1'-3" - - ! I - I 0D I ' - I D3 N 1 00 I - I I` -- I I Q 1 I ! w I I ! - I - I TYP. _ I 11 w t_- --------- -- -� {- ------ - - - - - -•i r� ' I I O �-- --- ---- - I I , +1'-3 �R - r�- 1 - r---� I F 4" I M x `� i t C j J ! i iR7l I(N I I ) L1 1 v 4Y2' , 13 It , I i o /� r I (_ t. I �_.�. I N t Lr- !w 1 2 -4 { O 3 r ------ --- - --_ t-- --- ------ - --- - L- --- - - --- - - I �i �' 3 �I "� I I L.L. W --_-__ W1- _ D3) --- I +71� .. 12 +1'-3 „ I I v 03 W1 I I I r, J I N I I —_ I „ I ' +7142" +7142" _ I - -- - --- - --------- ----- - - -I - ---- -- - 9 6 D3 it 113 I 15 9'-6" 11 tl3 I 15 9'-6" 11 tl3" 111 ' I J I +3'-0" ---L I 11'-4Yi" I 3'-8" ! 11'-8" 1 3'-8" I 11'-8' I I _ - --- -- - - - - cncn ! -1 142" +6„ � I I I-------- - I ._- I -- ! i i ,� I ! I 5„ \- +3'-0" 16'-3" 2'-7142" CB66�� — --- I - -_CB66 0666 -� I t------- -66 CB66 1----- ------- I +2'-4Vz" +7Y2" ---- AS ARY 2'- Yi" �, 16'-3" I - -13" 4144" — — 4144 4144 :r _—4144" Ex TON MATCH GRADE CAT SDRIVE +2'-4Vz 4'-U" _ 19'-11 W 11'-43'4" _ 3'-9P5' _ _ 11'-6V2" 3'-9Vi" _ 11'-6142" 3'-9142" 20'-2Y4" 4'-2" --- --- — -- - - -� --__ _— - e- 94'-4' _. -- _---. - ---- ------ _'---. __- _ 7 Q FOUNDATION PLAN o UZOL�,I�0 b @ 4 9 7T77, cm L1J 'D 0 Qw U � c Z � � z � i �l oF- 0 FOUNDATION NOTES FOOTING SCHEDULE U z +33' ELEVATION AT TOP OF CONCRETE HOLDOWNS AND SHEAR WALLS ARE NOT SHOWN ON THIS PLAN. --- -- --- C!) { UI SEE UNIT FRAMING PLANS, FTG SIZE THICKNESS REINFORCEMENT REMARKS r � +20' FINISH SLAB ELEVATION ,I ALL WOOD IN CONTACT WITH CONCRETE OR EARTH - --- 6" THICK CONCRETE WALL SHALL BE PRESSURE--TREATED AND STAMPED BY AN F1 16" x 16" 8" (2) #4 EW (B) PLINTH APPROVED AGENCY. ALL EXTERIOR COLUMNS, BEAMS - - -- FOUNDATION WATERPROOFING AND JOISTS EXPOSED TO THE WEATHER SHALL BE F2 42" x 42" 14" (4) i�4 EW (B) SLAB FTG O PRESSURE-TREATED. F3 54" x 54" 14" — - X (5) #4 EW (B) SLAB FTG FOOTING TYPE - SEE SCHEDULE TO RIGHT --�- _ FROVIDE 4" PERFORATED FOOTING DRAINS AT PERIMETER OF F4 60" x 60" 16" (5) #4 EW (B) SLAB FTG JOB NO. FOOTING FOR ELECTRICAL CLOSETS ARE ALL BUILDINGS. - -- - gm SHOWN AT EACH D UNIT. ONLY ONE IS, F5 24" x 24" 10" (3) #4 EW (E3) Pl_IIJTII 98-12 REQUIRED AT THIS BUILDING, AND WHICH STEP FOOTINGS AS REQUIRED TO REACH FIRM BEARING - -- - - �- -- ONE SHALL BE AT THE CONTRACTOR'S SEE DETAIL 2/D3. DISCRETION. Wt 1'- 8" WIDE _ _-- SEE DETAIL 16/D4 SLOPE EXTERIOR SLABS 1/8"/FT AWAY FROM BUILDING W2 1'-6" WIDE - - SEE DETAIL 1/D3 S H E E T R E F E R E N C E 8lidrp No. 1 2 3 4 6 6 7 8 9 10 1'1 12 13 14 16 16 V F oUrK Otbn Pk�n F9 F5 F1 F11 F7 F5 F11 F7 F5 F3 F9 F9 F3 F5 F9 F3 F13 ROOF R aMhg F10 F6 F2 F12 F8 F6 F12 F8 F6 F4 F10 F10 F4 F6 F10 F4 F14 Roof PKM R5 R3 R1 R6 R4 R3 R6 R4 R3 R2 R5 R5 R2 R3 R5 R2 R7 v E7lavartkxr E3 E2 E1 E3 E2 E2 E3 E2 E2 E1 E3 E3 E1 E2 E3 E1 E4 141 till-fiSr+R SHEET ORDER: S U F RED � 14198 HArtkuws 19 OF 41 1 n 1000 i, If this notice n � eters clearer then the JUN 0 Z d cement, the document is of marginal q.umlity, I1licro Milled 1 :( t 77 .,r (�lif(I,IjI Ij jiji+ijljl i IjI�IjI�I;IjIT�•'��1��{ , , ,j ;� I � 1 ; ,iI i ijlj ;Iliji;� ! ijlj:�l �iliilliiill ;iji�l� ;i I ljliilllljill;! a �ijllljl! !�i j I'�'1'I •I I•! littti I INCH MAUL IN CN INA _ _ 1i� l;l 11liliijlili 11111 11 Iii 111 111'111 1i I1 j11 1111j111111111j 1!!111{ I. 111i'j 1 !I lij I i,iii i ii { I t lil (utl tl to n "t't tlttnl t ttnitt t tel t ut1{Inlltnt nti n mitt I„ , , ;. 1 ( L_ ..llll.Ll�l....�1..��Il...�,,,.�t_.,i�..�...� .��._...�__,_._._...__ -i....- ,1._1... .1.i1_1:� 1 � ._,lilll,lll•II�.,111.1.1u11t1,1..,!!Il...„�111t,1.,,j1ll„Illljilett{�ifl;,,,t111,,:,,tt1=,11,,, .,,I,II„tt1,111t,,.:,,t „t,,ltt,,,�„III,,,t,til11111t�,l,ll, , K r � a: t '.r..... ... .W i✓..'.M ilt w�Yn YY '.ww1..1^ 4v+ .. .. • v.. .n.-. .. i ..•.. - .c✓. ...a... ..�. .,.., - .. a .. . `L 8 \ 18" HEELS AT 18" HEELS AT 18" HEELS AT �-8 D6 THESE GABLE TRUSSES THESE GABLE TRUSSES \ THESE GABLE TRUSSES ` D6 --- ---r-- -- ------ j GABLE I�RUSS D4 I GABLE TR�JSS j j GABLE TR�JSS j j GABLE TR�1SS I D4 GABLd TRUSS j -y- --- -- — ---- -- - - - — -- -- — — --- — - _—_—t r t I I � I I I I I I I � i I I I ♦♦ I � ! � 4x8 HDR I I , — I GT I I I GT I I I GT _I� I 4x8 HDR ♦ I __ I I --1 - --- --- 1 - TV f �.. N i -� - - 0 i I �'- 0 12 12 p WOD I,J �' ! rb D I ' �t 10" ` 10" --10" ~ / 10" vxi I I D6 V" n f II HEEL HEELS HEEL'S ' HEELS HEELS �" EELS I I ♦ / �; !a KIP MASTER I — U-) j IH U.) I HIP MASTER I I �� ♦♦ I f � ! � To I I- -- —1- " _ i ---- 0 W O Lj 4x8 HDR Q� 8 - - - - - - _ _ - DR _ I _ -- - --- Q -------- D6 I F=1.51K TO THIS WALL \\ D5, I l I I I -------------� ' ` T D5 F=I.51K TO THIS WALL 1 I D6 1 0 I _ — I M -�-- I -- — I 1a II i - -�- M z I 10 J I Q I !V) ED5 I I w ► I r r- W I .� W in I m I - I ------- _ m , EF — L uj N I 4x8 HpR - I I 5 I ; I �� I 6 I I 5 -� 1 j 41x8 HDR I N T Q +- W I D5 I I _ // I 9 p� I /i�\ I I /i�\ I I �i�\ I I 9 ♦ 31 .L �.{ ! i 7 Z r- m Q I I I TYP. IC -- - y _ ¢ � _. ._. y ,- i i V _ - A , TYP. � ,� � I I o O I--- - L- t w I ( w D5 ` - — - -- J`v`i' uj + Li J 5 I ,' I I I I �� I 5 I D6 l-_ CL a `0- I D6 — -- - — I N Lj w HIP MA 'SER I _ ♦ I 1 �`' I � � ' � -I I L�j] `l 7 HI�.jNASTER T __ _ __._ . at a f 1 ►- I w abn. a I � I I � 1 I I CLI 2 , �' d 1 1 ` l c I I r 1 ♦ N I ♦ I I*X Ln -- I _ r r n L I mc GABLE TRUSS13 13 1- ♦ ____ - +-- ♦ - - — -- - ♦ 1 1 GABLE 1TRUSS 1 Z qq J1 33'� �----•------J -- -- ------J D4 /; � I OT ♦ �/ � I GT � / I OT � - 1 (Q4,) L_---- --__.�-____------� .� Z — cn &M 8 Q 8 ' D6 5 GAB E,TRUSS GABLEITRUSS GABLEITRUSS I D6 D6 D6 --- 1--------- -J L------------ 1- ------ ----J L--- -- -- - --1 --- -- ---� 15" STEP D6 8 15" STEP 7 TRUSS HEELS ARE 4" UNLESS ROOF SLOPE IS NOTED OTHERWISE. 0 6: 12 THROUGHOUT , SEE UNIT FRAMING PLANS FOR SHEAR 0 ® t WALLS AT TOP FLOOR. �i a F- u ROOF F R A I\A I N C3' PLAN � MOL�DOG�C�� 9 T a 1 /4"= 1 ' -. 0" 1p13 I l w L_u Ri ROOF FRAMING NOTES (� o U TRUSS SPACING: 24" O.C. - TYPICAL Q >I w z SF STRUCTURAL FASCIA - NO SPLICES _j r) O � LEGEND 2 U FB FLUSH BEAM — > = O i Z: 7 HDR HEADER — ROOF TRUSSES � U GLB GLU-LAMINATED BEAM J 0 Q STICK FRAMING O Q GT GIRDER TRUSS J ONLY STRUCTURAL(_Y REQUIRED BEAMS AND HEADERS AFc SHOWN, O 'ER-FRAMING AT ALL OTHER OPENINGS SEE DETAIL 5/D2. ;+ SEE NOTES BELOW C„) �n + ALL STRUCTURALLY REQUIRED BEAMS AND HEADERS ��<� ATTIC ACCESS PANEL. r` �,,, AND ALL GIRDER TRUSSES, HIP TRUSSES Q AND HIP MASTERS SHALL BE SUPPORTED ON DOUBLE STUDS UNLESS NOTED OTHERWISE. PROVIDE 3 BUNDLED ® BUNDLED STUD POST STUDS UNDER BEAMS GREATER THAN 6" WILE AND CG X IS NUMBER OF STUDS a„ 2 BUNDLED STUDS UNDER BEAMS LESS THAN 6" WIDE. FACE NAIL BUNDLED STUDS TOGETHER WITH (2) 16d AT 12" O.C. TYPICAL. SEE UNIT FRAMING PLANS FOR SHEAR WALLS AND SECTIONS. ROOF SHEATHING SHALL BE 7/16" OSB STRUCTURAL_ N 2 108 NO. WITH PANEL SPAN RATING (74/0) INSTALLED WITH PLYCLIPS OR OVER-FRAMING SHALL BE 2x4 AT 24" OC WITH S1UD 98_12 BLOCKING AT EDGES, OR 5/8" STRUCTURAL #2 INTERIOR NTH SUPPORT AT 4A" OC TO TRUSS BENEATH. CARRY ROOF SHEATHING EXTERIOR GLUE 5 PLY DOUGLAS FIR PLYWOOD WITH PANEL THROUGH OVER-FRAMING. PROVIDE 2' x 4' HOLE SIJ ROOF RATING (32/16); PER UBC 1994 TABLE 23-1-S-1, FOR NAILING SHEATHING FOR ATTIC VENTILATION. SEE STRUCTURAL NOTES ON SHEET D1. SEE SHEET D2 FOR TYPICAL WOOD FRAMING DETAILS. S H E E T R E F E R E N C E &Ad V No. 1 2 3 4 6 6 7 8 9 10 11 12 13 14 16 16 17 Fourdafion Plast F9 F5 F1 F-11 F7 F5 F11 F7 F5 F3 F9 F9 F3 F5 r-9 F3 F13 i R00f FTt n ttp F10 F6 F2 F12 F8 F6 F12 FR F6 F4 F10 F10 F4 F6 F10 F4 F14 Roof Pkm R5 R3 R1 R6 iR4 R3 R6 R4 R3 R2 R5 R5 R2 R3 R5 R2 R7 Bovolim E3 E2 E1 E3 E2 E2 E3 E2 E2 E1 E3 E3 E1 E2 E3 E1 E4 *12 1"1 (,g� RR SHEET ORDER: S U R D «� 1419A E3nRk f1WS 20 OF 43 If this nolice ;appears clearer thin the ,JUN O Z 2000 d�leument, the document is of m ark;nasal qu,ility. 11111'1.O1!1l11 ed Lo (�II!�! �I�I I;I�!�!II�I ;I i I�Ijl� l�!;I�) ! I�Ij! iil!j!lljll!� Iilli I� i11 Ili �j�,�rc � it i i!i I i' I i iii I iii I Iii ( i III II!!ili i(I{I I 1 I I ail i'i i i !IIlill��l! 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I 1 I I I 1 1 VAPOR BARRIER � NO FOO fl1•IG I i 3 V) � TO ALLOW iv �+0'-0" t I M I I » I I „ I I I t +0'-7" I TO ALLOW j 0 CONDUIT LL-�� D3 I t I = 311 CONC. SLAB i = 3Y� CONC. SLAB I = 3� CONC. SLAB 1 G3 �l� CONDUIT I i 1 PLACEMENT I rC OVER 6 MIL.. R I I W ✓\ I I I I I I OVE 6 M L I I I OVER 6 MIL I I I PLACEMENT I r- J VAPOR BARRIER 1 i ! VAPOR BARRIER I 1 I VAPOR BARRIER " r-, W +0'-0" I W2 D4 1 I I =8�i_+- I 3'-7144 I I IL_��J� 3'-4 Y4 I I I - - I ;07-0- W2 0'-0 w Z r' �./ ' --- ' WW2 I I F3 1 I I r----�----1 1 I r-------, -•� I 1 r----,---__-� I I 1 _ - J F3 J I a 0 ,I I I 1 I I I t l _ 0 1 _ - - - - I I I .• 4'-3!h" L L , 41 I =• 4'-l Y§' I I =• 3_ 71ot-_L W 1 I 1 I �► L J I I ?+ I J I I �* L. I I = + ! J ---- r - - - I - R-15 RIGID I I - ! I I R-15 RIGID - - --t---- INSULATION I I I _ - - 1 i° I 1 I , —I I , �I I I i it 1 1 INSULATION I i O +6" I UNDER SLAB I I I N I I 1 ' +6" I u I - - I I � I � I -3 I i I t--1 I UNDER SLAB _ _'`� I I Z _ I I 1 F41 4 I ! I O I I I O I I - - - - I ! t"20 ` - - r - - -I 1 I I , 1 I I I F 4 l i I I F4 1 i I I r- - - 1 20 1 �' ' I ' L. I r ---J I I I L-- r - -J I I ' l--- --J I t I + - - - 1 .. 1 --- -- --- Wl I t l �� 1 I 1 , I 7 ow, -4'-5" CW2 4,-�.. I I I I L _ .__ I i i I rT--"-' ------------- -� --- - -F- � D 3 I I I ' I i I I i ' i r� \0 j I I I -�- - -- Li �p rn I 1 - ----1 = ---- -- - -� I i I M ' ' 1 I I I I rnl =_ I I I I ''' I I I I I L - - ----- I ~ ' 13 r� W2 W2 i I i I ,I W2 I 1 I ' W21 .� 43 I , . I I I , I I O W2 I I O Wl I 6'-4Y4" v I I I I 1 ' I I 1 f� �1 ' I I � 11! 1 I I ' O 6'-4144" 1 1 1 I I Z p. 1 i t I 1 I I I 1 I I - -*---- -- Wl I I I I I I o I 1 I I I 1 I 1 I 1 I 1 t l3 ! 12 ! ' 1 , I I I 1 1 1 I < I 1 W1 ! I 6" STEP I I I 6" STEP I I 6" STEP 1 I I I 1 a3 I I I O [ffD I I I I I 1 I t I I I IQ- I 1 I 1 I 1 ! U I i i I 1 6" STEP ' I I 1 a 12 1 I /I I 1 I I I Z I ' O 3 R-15 RIGID I 00 z '2 1 / I INSULATION ( I I I I I 0 I Q `r I ✓I 1 I UNDER SLAB 1 I I I I I (Y � �+ � � I � I � � I I I I • I i R i O (J — L--•----J w I I 1 W 3 = I I I ' I L D3 I o 5Y2'j I I ' Q- e 5Y2'j 1 I 9 Q 5Y�"I I I I u— 1 I — _ ' ! - - - I I N ao +0'-0" ' _ _ °� +0'-0 ' , I D3 N I 12� I L +6" V +6" I ._ I p W I I I �_ I I 1 - - i t � I V1 1 P o r-J I- -- -- -- ---- - - - - -- - --- - _-- - -- L -..- ----- - - - - -� 15 U Q 1 1 _ I Q I I 1 _ - = � F-� _ r-� F=-- D3) I ►� ! 1 = oo I I 7142" I I -7Nt" I N I jTJ -7144"I �� 1 et -1 ~ It I ) -4" I �' I 3 ), ~ I n ! 1 - --- --- --- - --- -- - - I to ---- \------ - -- -- _ _ L - --- --_____- - -- - L - / I I I t 12 l I ' I — I io I I +6" D.5/ W1 F-1Yt" io uo I 1 +6" I L-- - --------------- - - - --- S' - 11 h' G3 9'-6" 11" A3" 2'- 7" 1 t 5" 9'-6" _11 113" 1 15" 9'-6" 11 A3" .I I __- - - J +6., 1 _ _ I 1 -- ---- ------ --------- ___- _________________ +6" I I -__ + 11 -8" __— _____ I 1 11'_8„ _ - __ __ 1 — --------— ----------- — — -- 2'-71i�" 16,-3" 3 t'I'-4X2" to 1 1 I -1y�" I I � I 10 I - - - I/ CB66 I I CB66 D3 I � --1 16'-3" 2'-7Yi" C866--- L•-— —J� -- L--C666� .I J .,, w :r 4144" 4 V 4Y4'jjt_ 4Yi 4144" 6144" 'kk 19'-11;2" 11'-4.144" 3'-9Yt" 11'--6Yt" 3'-916" 11'-CY2� 3'-9Ys" - 20'-2Y4" -- 4'-2' CJ -� 1 94'-0" W FOUNDATION PLAN o ��[��Q�® �]`� '' Z 11 4"= 1 - 0" (n r1. _...J -z- OO �= = U Uz ■ Q � _ FOUNDATION NOTES FOOTING SCHEDULE ELEVATION AT TOP OF CONCRETE HOLDOWNS AND SHEAR WALLS ARE NOT SHOWN ON THIS PLAN. - - - - ----- - --- ----- SEE UNIT FRAMING PLANS -- - _ JOB NO. FTG _ -�� - 98-12 +2U" FINISH SLAB ELEVATION SITE THICItNESS REINFORCEMENT REMARKS -- ALL WOOD IN CONTACT WITH CONCRETE OR EARTH - -- -- --- 6" THICK CONCRETE WALL SHALL BE PRESSURE--TREATED AND STAMPED 9Y AN F1 16" x 1F" 8" (2) #4 EW (B) PLINTH APPROVED AGENCY. ALL EXTERIOR COLUMNS, BEAMS ,,, - - - ....... r AND JOISTS EXPOSED TO THE WEATHER SHALL BE F2 4� x 42' 14" (4) #4 EW (B) SLAB FTG ••••••••• FOUNDATION WATERPROOFING PRESSURE-TREA TCD. � �� CID FOOTING TYPE - SEE SCHEDULE TO RIGHT ,/ F3 54 x 54' 14— (5) #4 EW (B) SLAB FTG PROVIDE 4" PERFORATED FOOTING DRAINS AT PERIMETER OF F4 60 x 60" 16" - (,) #4 EW (B) SLAB FTG S H E E T R E F E R E N C E ALL BUILDINGS. -- '-`--- I�lAdhg No. 1 2 3 4 6 6 7 8 9 10 11 12 13 14 16 % 17 FS 24" x 24" 10" (3) #4 EW (B) PLINTH � p� PQ1 F9 F5 F1 F11 F7 F5 F11 F7 F5 F3 F9 F9 F3 F5 F9 F3 F13 STEP FOOTINGS AS REQUIRED TO REACH FIRM BEARING - _ - - s ..---.,.�:Y Rppf FT F10 F6 F2 F12 F8 F6 F12 FS F6 F4 F10 F10 F4 F6 F10 F4 F14 u SEE DETAIL 2/D3. W1 1'-8" WIDE - -' SEE DETAIL 16 D4 -- - / Roof Plms R5 R3 R1 R6 R4 R3 R6 R4 R3 R2 R5 R5 R2 R3 R5 R2 R7 y ,� SLOPE EXTERIOR SLABS 1/8"/FT AWAY FROM BUILDING W2 1'-6" WIDE - - SEE DETAIL 1/D3 Bovatiom E3 E2 E1 E3 E2 E2 E3 E2 E2 E1 E3 E3 E1 E2 E3 E1 E4 13 1,1198 PARR1)WS .05 SHEET ORDER: S U F R E D 21 of 43 . -. -- .. If this notice 111pev•s clearer than file JUN 0 1 2000 u lent, the document is of in, ,lualil�. mict'Otllllll'(I 4 fji(ijlj!j! 1!I !; !jllijijl i Ijljljlli;l(I I I`jI�{!j!(!I!jljl ijijl; Illljlil i �; �r�I ;Ililiji I' I(i;:�l(i{i;Ililill;ilijll ; ; i Illillillllllll I IIII�I;II!jilijillj!!!I111!. k. IWA 11MRO£ IN CHINA I cm I i r :1 - 11�- 14 � - !I!I I!! II ' III I III lIII I ! llli�l (' lillll I (I IIlI! IIIII I{I IIIIII111i{111!1 IiI II illli 111 1� It tl 1 1 11 ,t,.Lt ..,Itr ltlu t ,!! 1, 11 intl t Ittr'I lt!t l t rte! utln!! X11 1 litttl i h1''�, _ ,,._►l !. �lll11 ill' �t Jl�inllli.....11{I,..!.•tII.,! .,ull.l.I.,I�„trl,lll : 11t,11,,.. .I,�I.,,�tl,ll.,.,. .t. ,�tt, i II $ 18" HEELS AT 18" HEELS AT 18" HEELS AT $ D6 THESE GABLE TRUSSES THESE GABLE TRUSSES THESE GABLE TRUSS::S D6 - ---__- ______ T----- — ----— --. , r----- -- ----T -- — --- - ---1 r ———— T--- ------� r— ———————--—T — -- -- ----1 —,------' --- -- — GABLE PUSS i D4 i GABLE Tiuss j GABLE T+SS j j GABLE TR� SS I D4 j GABL4 TRUSS 1 I I - --- - - -,- --- ---IT- -- -- - 1 ' ---1- - -- - I I - -- - -r - I - - -- - - -- ---- ---�- - I - ---- ��-1 I j_ 1 4x6 HDR I GT GT I I GT I I I ---- r.� cnI I __ 4x8 HDR I i __._l I I 1 (n, N I O0ii I I _ L,�JE i Q I 1y, / 1 ( 2V711 i .. - I �N D6 00 ;t;�' L� I�� `�i 01U -10 10 t0 10" 1� 9 iil HEELS HEELS HEELSI HEELS HEELS 1 HEELS -� I. a HIP MASTER I � , ' I ��I I i tri HIP MASTER a i -j-- ---- ¢ -- - - - x THI _j f' _ _ jii __ - 1' I - � 0W0 $ I H 5 r-- J : i�_ i ( L� 14x8- OR j Z W }" / - - - - 1i -1 LIT- D6 1 I F=L51K TO THIS WALL D5 I �I I I ' �- - I tiI i i i wi D5 �i F=1.51K TO THIS WAIL I I D6 F- I `-. 10 I ` ". I _ a' l 5 0 l D5 t� a� i '% �i � i o m = � M l Ii a o ' _ Q r- i _ _,__ V► I in F' I > I � I i i i I a i W LLI - --- --- - ---- -- -- - I ' j Lfl __- L 1 5 1 i I I , 5 I I 1 ► N I 4x8 Hp� I I I I ` -- --J 4x18 DR J I V, � J N D5 I i'�� I i I i� i� I D5 �. _ _ 1 : Q fY I I i IM., SAME 9 Yp I Nti ' ' 9 SIM., SAME I �� I I Z T- LAI It m �./ I I i IC..--A k__ V. - - N T I i I I W r I OP PLATE D5 i I i D5 TOP PLATE LLjI - - __Jif d O I \ \ I 5 w O , Ln = i !� �' _ { 1 I a �, ,, I I i =— HIP�IASTER I w : HIP MA$'fER 1 a �+ J _ ® — _ Li , - O w ® - I 12 ~ I I D6, I /!'y , , �a I— ---�--- `t i c� p. i _ Z d oo GABLE TRUSS 13 _.___ _____ _ ___ _ _ _- I 13 1 GABLE ITRUSS ' I I I D4 I i' IGT \� I GT �� GT I I I I -I---_- __ - --1---- ----- J �i� I I i �� I D4 L------ ----L-- --------I _ _ _ -----� Z D6 5- 1 GABLE I TRUSS I - - - GABLE' TRUSS - - -- I _ GA I TRUSS 5 [6 Q D6 I I I I I BLE I l SS D6 L- -----1_ -J L- -1- -J l.._ -1 - � O TRUSS HEELS ARE D6 D6 ROOF SLOPE IS NOTED OTHERWISE. 4" UNLESS — BUILDING DUES NOT STEP 6: 12 THROUGHOUT LL- SEE UNIT FRAMING PLANS FOR SHEAR I WALLS AT TOP FLOOR. 0 ROOF FRAMING PLAN 990L00 OR@ 97 0 Q 114 - 1 , C).. --�--- � U 2 to Q I 1 ROOF FRAMING NOTES TRUSS SFACING: 24" O.C. — TYPICAL lz SF STRUCTURAL FASCIA - NO SPLICES LEGEND WD 0� FB FLUSH BEAM V -- Li U HDR HEADER ROOF TRUSSES Q GLB GLU-LAMINATED BEAM -�•.� UI STICK FRAMING > D GT GIRDER TRUSS Z 0 Z ONLY STRUCTURALLY REQUIRED BEAMS AND HEADERS ARE SHOWN. 4r'i OVER-FRAMING pp ~ AT ALL OTHER OPENINGS SEE DETAIL 5/D2. I - SEE NOTES BELOW --� Q z ALL STRUCTURALLY REQUIRED BEAMS AND HEADERS �� ATTIC ACCESS PANEL 0 0 ~ AND ALL GIRDER TRUSSES, HIP TRUSSES L_--'� U AND HIP MASTERS SHALL BE SUPPORTED ON D( BLE STUDS UNLESS NOTED OTHERWISE, PROVIDE 3 BUNDLED ® � BUNDLED STUD POST ( 1 Z X XIS NUMBER OF STUDS `J STUDS UNDER BEAMS GREATER THAN 6' WIDE AND � 2 BUNDLED S fUDS UNDER BEAMS LESS THAN 6" v WIDE. FACE NAIL E'UNDLED STUDS TOGETHER WITH r }- (2) 16d AT 12" O.C. TYPICAL. SEE UNIT FRAMING PLANS FOR SHEAR, WALLS AND SECTIONS i ROOF SHEATHING SHALL BE 7/16" OSB STRUCTURAL # 2 (� WITH PANEL SPAN RATING (24/0) INSTALLED WITH PLYCLIPS OR OVER-FRAMING SHALL BE 2x4 AT 24" OC WITH STUD BLOCKING AT EDGES, OR 5/8" STRUCTURAL ;�2 INTERIOR WITH SUPPORT AT 48" OC TO TRUSS BENEATH. CARRY ROUE SHEATHING EXTERIOR GLUE 5 PLY DOUGLAS FIR PLYWOOD WITH PANEL THROUGH OVER-FRAMING, PROVIDE 2' x 4' HOLE IN ROOF RATING (32/16); PER UBC 1994 TABLE 23-1-S-1. FOR NAILING SHEATHING FOR ATTIC VENTILATION. SEE STRUCTURAL NOTES ON SHEET D1. X06 r1o. SEE SHEET D2 FOR TYPICAL WOOD FRAMING DETAILS, 98-12 S H E E T R E F E R E N C E B*ft No. 1 2 3 4 5 6 7 8 9 10 f1 12 13 41 15 16 17 FoUndatlotl Pim F9 F5 F1 F11 F7 F5 F11 F7 F5 F3 F9 F9 F3 F5 F9 F3 F13 Roof FttfrlMlp FO F6 F2 F12 F8 F6 F12 F8 F6 F4 F10 F10 F4 F6 F10 F4 F14 Roof Plorn R5 R3 R1 R6 R4 R3 R6 R4 R3 R2 R5 R5 R2 F13 R5 R2 R7 � F;LC�R-Q56q t3ovatlam E3 E2 E1 E3 E2 E2 E3 E2 E2 E1 E3 F3 E1 E2 E3 E1 E4 014 N 1419R OF HAkI�pWS SHEET ORDER: S U F R E D m 22 OF 43 If this nof;ce appear. clearer 111;111 file JUH 0 Z 2000 document, the documen, is of Marginal quality. microfilmed Ill I�l �I� I ' IJi!i � l� llljl i s I INCH MADS: IN 1f NINA 1 i 1 '�.�,e II II II IIiII I! 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NET FREE AREA _T_ CHIMNEY FLUE -� E---�- ATTIC VENTILATION ATTIC VENTILATION U 7 � 6. 12 SLOPE INDICATOR t',n I 9 BUILDING OUTLINE CALCULATIONS FOR CALCULATIONS FOR r- >_EAVE VENTING 2.4 SQ.IN./LF. NET FREE AREA UNIT B UNIT D <r • ••�•••••�� RIDGE VENTING 17 SO.IN./LF. NET FREE AREA ACTUAL HIGH ATTIC AREA: 564 SF ACTUAL HIGH AfTIC AREA: 749 SF RIDGE VENT IS "AMPCOR SHINGLE OVER" OR EQUAL REQUIRED VENTING REQUIRED VENTING AREA AT 1/300: 271 SQ. IN. AREA AT 11300: 360 SQ. IN. DRAFTSTOP ACTUAL UPPER VENT AREA: 250 SQ. IN. ACTUAL LIPPEF VENT AREA: 194 SQ. IN. ----� GU ITER (DOUBLE LINE) ACTUAL LOWER VENT AREA: 264 SQ IN. ACTUAL LOWER VENT AREA: 377 SQ. IN DOWNSPOUT LOCATION TOTAL: 514 SQ. IN. TOTAL: 571 SQ. IN, JOB No. MINIMUM SLOPE FOR CRICKETS IS 3: 12 _ 98-12 S H E E T R E F E R E N C E BUkk p No. 1 2 3 4 6 6 7 8 9 10 V 12 13 14 16 17 RXY9i3110n Plan F9 F5 F1 F11 F7 F5 1`11 F7 F5 F3 F9 F9 F3 F5 F9 F3 113 Roof FramMla 1`10 F6 F2 F12 F8 F6 F12 F8 F6 F4 F10 F10 F4 F6 F10 F4 1`14 Roof Pkne R5 R3 R1 R6 R4 R3 R6 R4 R3 R2 R5 R5 R2 R3 R5 R2 R7 Bevatione F3 E2 E1 E3 E2 E2 E3 E2 E2 E1 E3 E3 E1 E2 E3 E1 E4 SHEET ORDER: S U F RED 00 1419H HARROWS 23 OF 43 If this notice appears clearer than the JUN 0 1 2000 cu►nrnt, the document is of n1ar mal c ualify. ' I 1111c:rc>filtned i ; � i iil ! i�• I II IIII II . I INCH MADE IN CHINA 1 t `r,! ! II II II II I 1111 11 !I { !ii 1 I I li F, Ili 1{iill I iii li I dill 1 1 111 I tt I .i. �. 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NET FREE AREA = 0 � CHIMNEY FLUE Uz ■ F_ 6: 12 SLOPE INDICATOR ATTIC VENTILATIO�J ATTIC VENTILATION BUILDING OUTLINE CALCULATIONS FOR CALCULATIONS FOR ----- EAVE VENTING 2.4 SQ.IN./LF NET FREE AREA UNIT B UNIT D .a � • • RIDGE �'FNTING 17 SQ.IN./L_F. NET FREE AREA ACTUAL HIGH ATTIC AREA: 564 SF ACTUAL HII-H ATTIC AREA: 749 SF RIDGE VENT IS "AMPCOR SHINGLE OVER" OR EQUAL. REQUIRED DENTING REQUIRED VENTING AREA AT 11300: 271 SQ. IN. AREA AT 1/300: 360 SQ. IN. DRAFTSTOP ACTUAL UPPER VENT AREA: 250 SQ. IN, ACTUAL UPPER VENT AREA: 194 SQ. IN. GUTTER (DOUBLE LINE) ACTUAL LOWER VENT AREA: 264 SQ. IN: ACTUAL LOWER VENT AREA: 377 SQ. IN. TOTAL: 514 SQ. IN, TOTAL_: 571 SQ. IN. JOB rl0. gm DOWNSPOUT LOCATION MINIMUM SLOPE FOR CRICKETS IS 3: 12 98--12 S H E E. T R E F E R E N C E &"V No. 1 2 3 4 6 6 7 8 9 10 TI 12 13 14 16 16 17 Foundotion Plan FQ F5 F1 F11 F7 F5 F11 F7 F5 F3 F9 F9 F3 FF F9 F3 F13 Roof Raft F10 F6 F2 F12 F8 F6 F12 F8 F6 F4 F10 F10 F4 F6 F10 F4 F14 Roof Pharr R5 R3 R1 R6 R4 R3 R6 R4 R3 R2 R5 R5 R2 R3 R5 R2 R7 Bovah" E3 F2 E1 E3 E2 E2 E3 E2 E2 E1 E3 E3 E1 i_2 E3 E1 E4 ruc��=W4 i 1419813ARRo WS SHEET ORDER: RED 24 OF 43 `s If this noticeappears dearer than the JUN � 2 WrIlIncilt, the document is of m,ir2in;il quwlily. 4 ". I 1'61111 .� Ill L INCH MADE INIa+iNA _. �--—yam gyp- yam- y� I .:' II �! ,I ILII IiI 'II I1 I I1 Jim ill! 1 11 ito " f!il '�'lillI iiiti ii;•i'II I' - II ;� u � f —`- LI - �I L) �i' (!ItJi,lill,r Ii.f.•Il,,. , l.I,.,lllf! III.. .iilfl!{lilhllll{i!!IiLlli{?!!L II!!!!!;►ill!!;!!!!�I!!!;11!Ililiiiili ii��Pll!'1!!1111 11 111'11 11111111111111! "11 11111{111�11G I!Ill!1 III 1'1111!! I , I 4 7 I + ,,... ... .. .-.,. .. p,.:..•w ,,tMrki::e:a'.4',a�iYMgi.;di Y:' :. .... Ilf+ 4 YI ,alk . 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CAI4 i F-- z (a w W I L UI O Q > > 0 w O 0 00 ROOF" LEGEND � 1 RJ ROOF JACK 42 SQ. IN. NET FREE AREA r CHIMNEY FLUE Q < > 6: 12 SLOPE INDICATOR ATTIC VENTILATION AT-11C VENTILATION BUILDING OUTLINE CALCULATIONS FOR CALCULATIONS FOR �.. ----- EAVE VENTING 2.4 SO,IN./LF. NET FREE AREA UNIT B UNIT D RIDGE VENTING 17 SQ.INJI..F, NET FREE AREA ACTUAL HIGH ATTIC AREA: 564 SF ACTUAL HIGH ATTIC AREA: 74'9 SF M .. REQUIRED VENTING REQUIRED VENTING JOB NO. RIDGE VENT IS A.MPCOR SHINGLE OVER OR EQUAL AREA AT 1/300: 271 SQ. IN. AREA AT 1/300: 360 SO. IN. gm DRAFTSTOP ACTUAL UPPER VENT AREA: 250 SQ. IN. ACTUAL UPPER VENT AREA: 194 SQ. IN. 98-12 GUTTER (DOUBLE LINE) ACTUAL LOWER VENT AREA: 264 SQ, IN, ACTUAL LOWER VENT AREA: 73 7 SQ• IN. r DOWNSPOUT LOCATION TOTAL: 514 SQ. IN TOTAL: 571 SQ. IN. 0 MINIMUM SLOPE FOR CRICKETS IS 3: 12 "'�' S H E E T R E F E R E N C E &idnp Na 1 2 3 4 6 6 7 8 9 U 11 12 13 14 15 16 17 Foundation Pkn F9 F5 F1 F11 F7 F5 F11 F7 F5 F3 F9 F9 F3 F5 F9 F3 F13 ROOf Ftomhp F10 F6 F2 F12 F8 F6 F12 F8 F6 F4 F10 F10 F4 F6 F10 F4 F14 Roof Pk�rd R5 R3 R1 R6 R4 R3 R6 R4 R3 R2 R5 R5 R2 R3 R5 R2 R7 N 0-o 56y vQllolltt E3 E2 E1 E3 E2 E2 E3 E2 E2 E1 E3 E3 E1 E2 E3 E1 E4 SHEET ORDER: S U F R E D ----`-- � 14198 BARROW•. 25 OFF 43 ��.��.� '.fb�u{�-{.M1Y1u471•,4g'T7�*'bll'$�'C��•4 ��5)�`^W - ._ . .... .. ...... __ .4 , • tri , � .. I �� __� -- � If this n�ticc nhFle.Irs cic;Ircl• thsui the ., _ W2000 ,, t t .JUN 07 I III _ . .. , document, the ctl►cument I. of n .I .tl quality. Ilucrofilmed t .- . r1 � I I � 1�1 I { I i I �! I , { i i I I i I I ( I� I ,, I,III. IIIII IIII,��`ji=1 � ! ��'� I{i ; I l s �� li�i iilll•i i ( , Ilii iiill� I) II I i..• �i i • rR INCH ( MAM IN CHINA r,°.: , II I11 1 Ilii 1 i ,i' II 1 iI i{ , ,....I , I.. .,. .t.,l�l. 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IN. 98-12 GUTTER (DOUBLE LINE) ACTUAL LOWER VENT !t^LA: 264 SQ, IN, ACTUAL LOWER VENT AREA: 7� 7 SO. IN. DOWNSPOUT LOCATION TOTAL: 514 SQ. IN. TOTAL: 571 S0. IN. MINIMUM SLOPE FOR CRICKETS IS 3: 12 S H E E T R E F E R E N C E co IkA&V No. 1 2 3 4 6 6 7 8 9 t 11 12 13 1),d 16 16 17 FoUndatbn Pkn F9 F5 F1 F11 F7 F5 F11 F7 F5 F3 F9 F9 F3 F5 F9 F3 F13 ROOF FfOMhQ F10 F6 F2 F12 F8 F6 F12 F8 F6 F4 F10 F10 F4 F6 F10 F4 F14 Roof Pk" R5 R3 R1 R6 R4 R3 R6 R4 R3 R2 R5 R5 R2 R3 R5 R[ R7 ElavotbM E3 E2 E1 E3 E2 E2 E3 E2 E2 E1 E3 E3 E1 E2 E3 E1 E4 1.E�C c8 I -0 69 14198 13ARROWS SHEET ORDER: S U F RED 26 01', 43 I if this nolicc appears clearer tha n �V , 'J docttnrent, the docuntenl is of rr,:rr�!i . microfilmed I)I�I�I �IjI 'I� I� I � I'I�I�I i I�I�I�I I i. {1im I11 ( 'iI (INCHMADE IN CHINA 3 4 _ ITF ;� „1 i' 1 I 'nl�l il�� I ,' „ , , IILl�liliiiLll..,I,lii.ititlll,. ,,lfl,.,.l,ills,tt„!�I!l,t ,l�ll;uilllil„„III,,.,,,III,I�,.,...,l,iL,,,I,IIi,,...,,!!i, .......t`....:. . �. ,. _.� i«d�Mv.,,,a•.v'ML-i� Lis . aMY 1 .. _ _.. . . - ,�,u�,MP.u.�.,3llvsnL......t....ma.:.u�...�._ .�..:......,..,...,,..,_:...,y..:...___....__...... ,_.._...- _. .,. _____ _._.,_----..,_._-.--.____,_.__._.... .__._.._.__ .. .._ __... _.._...--_.•_.__.__.._._.-__.. . _._-._.-._....._.-__-..._... - r i 3t i 1 j i I `I I i I`I I I i I 8 8 8 *D6 D6 X13 D6 NO GUTTERNO GUTTER NO GUTTER D6 13 ' i U4 NO GUTTER f— NO GUTTER `NO GUTTERBUD- F ,D4 ------ - ----- -- -- c 7 I --- __ - -- _--t ---1 1 r - ---- - - - ---- - ------ - - ----- I - __— __ o - ---- _--- - - _ ..- - ------ - ------- .,.--r—_ F -- ---�-, Q. �- --- - --f - ----- - i�� w 1 G . . 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I J VENT I ............. ........... ... .... .............................. ............. .. . ........... ........................ ...... . ........ ............. ............ . ............ .. ............................................ ....................... li I •�i II I 0 W ^ 1 1 CLASS 8 COMPOSITION SHINGLES i I j j I r' •J N II i 1 II I Q W � I I g I I I -- — a 0 NO GUTTER 5 - --- I I I I o W j NO GUTTER 06 11 � I I I D6 p I I ----� ■ 9 , I I ouz li II I ■ I 0 5 I I I I I II li � ' t2 o (::D6:/ �� i i ✓ �' p s z I : z , , Q ■ �ti ' Z 1 I n ��w 0 uj uj uj mc c I I o : o • ' Q I D4 --•— ---- t I -- --wwww r ---- ----- -- 13 \ I I I 1 I I D4 `� Z 2 8 1NO GUTTER L— - — _� J 1 _ 1 I ' J 11 1 I ? I I J16 L r= QANN - --' • • - - --. J I @ L - -- - - — 2 D6 D6 c L - _ .._ ————J r NO GUTTER 13 NO GUTTERJ _, NO GUTTER 13 NO GUTTERr 5 D6 o 04 2 NO GUTTER J NO GUTTER ID6) NO GUTTER 2 D6 f R,,)Ftr SLOPE IS 11-- D6 i;F. 12 THROUGHOUTLL - O ROOF PLAN � 1 /4•'= 1 C_)" Q 4 Q z w Lu U LI I �t w U J �� 0 co U ATTIC VENTILAT!' ,. ;N ATTIC VENTILATION _ ROOF' LEGEND > � � ■ ice CALCULATIONS FOR CALCULATIONS FOR l -� ---�--�-- - z O UNIT" B UNIT D � ~ RJ ROOF JACK 42 SO. IN. NET FREE AREA � � ACTUAL HIGH ATTIC AREA: 564 SF ACTUAL HIGH ATTIC AREA: 749 SF • CHIMNEY FLUE —j O U REQUIRED VENTING REQUIRED VENTING �•--� 5: 12 SLOPE INDICATOR 0 R AREA AT 1/300: 271 SQ. IN. AREA AT 1/300: 360 SQ. IN. - -- -- BUILDING OUTLINE ACTUAL UPPER VENT AREA: 250 SO. IN. ACTUAL_ UPPER VENT APEA: 194 SQ. ;N. ( 1 z ACTUAL_ LOWER VENT AREA: 264 SQ. IN. ACTUAL LOWER VENT AREA: 377 SQ. IN ---'"— EAVE VENTING 2.4 SQ.IN./LF. NET FREE AREA �•,J z rrnn TUTAL 514 SQ. IN. TOTAL_: 571 SQ. IN, I RIDGE VENTING :7 SQ.IN./LF. NET FREE AREA V RIDGE VENT IS "AMPCOR SHINGLE OVER" OR EQUAL -- DRAFTSTOP Q GUTTER (DOUBLE LINE) t- DOWNSPOUT LOCATION MINNUM SLOPE FOR CRIC!'cTS IS 3: 12 JOB r10. 98-12 S H E E T R E F E R E N C E &yid V No. 1 2 3 4 6 6 7 8 9 10 f 1 12 13 14 16 16 tl C) i FoundO110f1 PIM F9 F5 F1 F11 F7 F5 F11 F7 F5 F3 F9 F9 F3 F5 F9 F3 F13 ROOF ROT*'Q F10 F6 F2 F12 F8 F6 F12 F8 F6 F4 F10 F10 F4 F6 F10 F4 F14 Roof Pkn R5 R3 R1 R6 R4 R3 R6 R4 R3 R2 R5 R5 R2 R3 R5 R2 R7 N `" E:LC 98-0569 vt]li0r11 E3 E2 E1 E3 E2 E2 E3 E2 E2 E1 E3 E3 E1 E2 E3 E1 E4 14198 BARROWS SHEET ORDER: S U F R E� D 27 OF 43 r 3 if this notice al►pcars clearer than the ,UN 0 1 2Q00 urriettt, the document is of mar incl quality.' � y Y t1UCl'Of�lltlll`O 1� 11� ' 1 • t ; ; I , li �ill�ill�lil! INCH MADE IM_CH IMA ! 1 l i Vi ,It1n , n„li „ , In I „ ,�I,I! i 11. E t II t �i 1 t ! , , ' 1 11 it u I lillllllllllllllLlj „I�flil��I_il.l��III (�I�II(��lll I�,��((�l 1111�zI�l 1 1,.��lllInII�Illli.lttl!+ Ili+jil�lti14 !!?`Ililtlifillll!!�!I �I!Il.iill�!If!t 11l�iilll,!!l�1I11.,!„Ii!!11t„!jIN! fl!I�ilii�ifi li ,��lli,,!�„II ,I�..,,.. IIjL,{II,I11�!!1.,1:1,1i; {ii,h , IL} IIIIIIIIli, 11 , ......:, ... ,. -.��. ai,.:.:r�14tc+YIM+L,I.:-YW-.M�".,, ..V«dl..ulV�.. '.ka.: YJwW-..a.+l.ew„Wllv .e.+V.• L'.kt i.a¢ �i.P.n::Wt', .a....,. �.. _ . s,....,.. -... �: ..r ,.:,r.d, ,.r. .., r. iY., m :, ,.. .,: .:.. W..i, 4. .M.- .. . .. i I O (:k) _ �e4) O r 8 3 8 — 's' co , D6 NO GUTTER � _160 NO GUTTER �)fi D6 ��; © W 13 NO GUTTER y, 37m D4 NU GUTTER F- NO GUTTER NO GUTTER I ------ ------- 1 1 z I I 1 1 z I I 1 1 :z 1 1 z - 77- -- --------- ------- I %:l _._..- —-- 1 inn o; I �i • T ;a •T cr • I ' I W a II I � • • ;q II W ~ _• I 0 ►�: 1 �� I tz I ,V/ LL ao ' I ' z 11 _ O z m O\ • 10 I I ) O J = QM r NO GUTTER • I ! I I NU GUTTER 1 1 I I 11JE • • ! FLUE • j I I W W F _ I I II _ 0 I I� • I ! I I • L�- �> > � oC� o I it I Q ~ WN RJ RJ I I I 4 RJ RJ I I +--_ 8 w Z r m u I • O I 7, f---T J2 I RJ .................... I : i .. ............... RJ 1 D6 I I I 4 LIN. FT. I 1 •4 LIN.••FT� 1 1------- `� O I 1 I RIDGE VENT ..............................•................................ ... .�. I D6 ` Z v .... . .......... .............................................................. ................;.. .......................................................... RIDGE VENT. o I -- 1 CLASS B COMPOSITION SHINGLES ! 1 9 I 1 II I NO GUTTER �5 I j j • ! �-� • D5 I1 5 NO GUTTER 6 I I I p I D6 0' ■ ® 1 ! EE C @7 z � II I I Q Ii LAJ Z : I _ : 6 ! � � II � � • ! 1 Imo.. 12 1 Q ? i D 5 Q I I CJS Q I 12 1 1 �- i I • I I I D6 p dNO-1 0 � • :rZZ . r/_D 4 �28 ' ' o -- II NO GUTTER cL-.-----_--' :- I L--__..___. _.: ' �- _ -- -- -- ._ _ --- ------ ___J I - - NO GUTTER 8 2 U �� W D6 D6 NO GUTTER ' 13 NU GUTTER O GUTTER' Q D6 ✓2 NO GUTTER 2 NO GUTTER l 06 D6 D6 ROOF SLOPE IS ma 6: 12 THROUGHOUT ROOF PLAN � MOL�DO�I�� °� 9 II w L t V 0 W U co z ■ � C/) l o Q ROOF LEGEND _J z O- U RJ ~ ROOF JACK 42 SQ. IN. NET FREE AREA • CHIMNEY FLl E ATTIC VENTILATION ATTIC VENTILATION U z � i (75 F- -� 6: 12 SLOPE INDICATOR CALCULATIONS FOR CALCULATIONS FOR BUILDING OUTLINE UNIT B UNIT D Q ----'- EAVE VENTING 2.4 SQ.IN-AF. NET FREE AREA ACTUAL HIGH ATTIC AREA: 564 SF ACTUAL HIGH ATTIC AREA: 149 SF •••••••••••••�� RIDGE VENT NG 17 SQ.IN./LF. NET FREE ARCA REQUIRED VENTING REQUIRED VENTING �- RIDGE VENT IS "AMPCOR SHINGLE OVER" OR EQUAL AREA AT 1/300: 271 SQ. IN, AREA AT 1/300: 360 SQ. IN. "— DRAFTSTOP ACTUAL UPPER VENT AREA: 250 SQ. IN ACTUAL UPPER VENT AREA: 194 SQ. IN, I ACTUAL LOWER VENT AREA: 264 S . IN. ACTUAL LOWER VENT AREA: 377 SQ. IN. `-- GUTTER (DOUBLE LINE) TOTAL: 514 SQ. IN. TOTAL: 571 SQ. IN. JOB No. DOWNSPOU F LOCATION 98-12 MINIMUM SLOPE FOR CRICKETS IS 3: 12 S H E E T R E F E R E N C E &idnp No, 1 2 3 4 6 6 7 8 9 10 11 12 13 14 16 16 17 FOUndatlOn Pkm F9 F5 F1 Fll F7 F5 F11 F7 F.5 F3 F9 F9 F3 F5 F9 F3 F13 ROOf ROfft F10 F6 F2 F12 F8 F6 F12 F8 F6 F4 F10 F10 F4 F6 F10 F4 F14 Roof Pkre R5 R3 R1 R6 R4 R3 R6 R4 R3 R2 R5 R5 R2 R3 R5 R2 R7 sevcftv E3 E2 E1 E3 E2 E2 E3 E2 E2 E1 E3 E3 E1 E2 E3 E1 E4 14198 BARROWS SHEET ORDER: S U F RED mj 28 OF 43 k , _. JUN 0 7 I if this notice ahhears clearer Man the 200 .:.; timent, the doc•nmenl i,� of margimil quality. Il'IIC1'O111111C(I '; ;' 1�1�1�111111111Ix �I I ' + II1 i1 1�11►;i j ll�,l_LI I.+iiLlTl j ill±�llill;l I IIiI�I�III�I I�i�ljf Ilio INN LMADEINCH114A I 1111111{II{!.��11.11,1�I (I ILI1_III LI_I ._, _. ; .., 1r,n"...�;IIIn, iIJIIa•I.II 1!Ill "Inillg7 l !!t ! wI ff bib fi1!lllli �lll! I �++!II11ln: I X1 . ... - .. .. .• •Pr'..-. ..w.a4+.t.Mi.. dMr..Y.• .. IiJ.' .wi I.r..wr..• •.v+ri uA.:N. M . -.L pe r > K A: "��1.M�Y., iYNel f J� 1 8 � R D6 O6 NO GUTTED6 NO GUTTER 6) NO GUTTER, D6 I D4 NO (,UTTER f y NO GUTTER NO GUTTER 11 II II z� II II �z II II ;z � I z i ----._ ----- ----- --- -� - I I �• I I I I •� I I I I ��`' 11 -•-_------- -•---.....- :z I I �`C �r Uj 1 -- �� - - -- - 7 :c� C� - -- -- - :� in 11 �: • : :� II W 1 I ao: ;oo I00 I : z I I �• 01 0 1 ii � II I NO GUTTER � I I I NO GUTTER �.. z • I FLUE I FLUE I • FLUE • • : I F'- 0 I1 • --- • • i ? I ( I I `` z f 8 ...—� I I RJ RJ )`� • C-� i C� • -- --,, I ! � $ z m D6 I F!JJ ❑ I I Li RJ -i— D6 0 J = Q �'- ( ....................,... ................. ......,..................................................... I I it 3 i LR� .. . . ................................................................. . _ Ld 2 I I ...................:......... ..................... .......................................................... :... ...............................-............................... ..................... ............................. ►�� , r2 �_ W D6 I I I RIDGE VENT ............................................ ............. 4 LIN. FT. I D6 '7 1n ..................................... ...... . ................ RIDGE VENT I '� I II II I f I CLASS B COMPOSITION SHINGLES - - -I� I I I P'-- _j- -- I I - - Q W ySIM., SAME 6 - • 6 SIM., SAME I I I- Z 0 I TOP PLATE D5 - _- I D5 TOP PLATE I I 4 O NO GUTTER 5 I I j 5 NO GUT ER W I ► I I D6 J • II II 6 1t Z u I I • { -r, • D5 I II � i � • II z it i 12 �I O; t D6, 1 •a I D6 w � ; ; Q ------------- L_ -––– -- -- - –� cx D4I U_ • I I �� I L, ------- _______ z �D6 eD6 N0 GUTTER � � �: _..J � - -- i L----- - -: :-' --__J i - i L------ -.c -' ____J -- - NO GUTTER/ �&6 N 5 in �ri D6 -ANO GUTTER E -- D6 11�NO CUTTER � `� NO GUTTER � � D6 2 NO GUTTER 1 ' 2 NO GUTTER NO GUTTER 2 D6 06 D6 ROOF SLOPE IS 0 � BUILDING DOES NOT STEP 6: 12_ THROUGHOUT 0 I ROOF" PLAN a MOLt,Q000� ��II Q ■ 1 /4•"-= 1 ' C)" N Q � I 1 I i F-- Z W L U ° _. Qw U 0 _� � � s 0 w ® L ■ ■ CIO : _ i _jo c t _jz 00 ROOF LEGEND � I RJ ROOF JACK 42 SQ. IN. NET FREE AREA CHIMNEY FLUE E--}-� 6: 12 SLOPE INDICATOR ATTIC VENTILATION ATTIC VENTILATION BUILDING OUTLINE CALCULATIONS FOR CALCULATIONS FOR CL ---'— EAVE VENTING 2.4 SQ.IN-AF, NET FREE AREA UNIT UNIT Q •••••••••••••�� RIDGE VENTING 17 SQ,IN-AF. NET FREE AREA ACTUAL HIGH ATTIC AREA: 564 SF ACTUAL HIGH ATTIC AREA: 749 SF RIDGE VENT IS "AMPCOR SHINGLE OVER" OR EQUAL REQUIRED VENTING REQUIRED VENTING JOB NO. AREA AT 1/300: 271 SQ. IN. AREA AT 1/300: 360 SQ. IN. SIM "— DRAFTSTOP ACTUAL UPPER VENT AREA: 250 SQ. IN. ACTUAL UPPER VENT AREA: 194 SQ. IN. 98-12 c---- GUTTER (DOUBLE LINE) ACTUAL 1 ,'EWER VENT AREA: 2_64_U. IN. ACTUAL LOWER VENT AREA: 377 SO. IN. TOTAL: 514 SQ. IN. TOTAL: 571 SQ. IN. I � DOWNSPOUT LOCATION �-- MINIMUM SLOPE FOR CRICKETS IS 3: 12 S H E E T R E F E R E N C E Binet No. 1 2 3 4 6 6 7 8 9 10 11 12 13 14 16 16 17 Foundation PIm F9 F5 F1 F11 F7 F5 F11 F7 F5 F3 F9 F9 F3 F5 F9 F3 F13 Roof FfQ111'1p F10 F6 F2 F12 F8 F6 F12 F8 F6 F4 F10 F10 F4 F6 F10 F4 F14 Roof P1cm R5 R3 R1 R6 R4 R3 R6 R4 R3 R2 R5 R5 R2 R3 R5 R2 R7 i 6ev�fiorll E3 E2 E1 E3 E2 E2 E3 E2 E2 E1 E3 E3 E1 E2 E3 E1 E4 7 HARROWS SHEET ORDER: S U F RED co EL- 9 -0569 i 14198 BARROWS 29 OF 43 1f this notice appears clear thin file �V� � 2 2000 document, the document is of my inial uality. k q 1111CCOt1l111C(� 111�Ijljljl ' !� lji I {Ijl{ I� Ij1�1 ��lII{I�1j,�i�III�I{Ij �I� I{ I ii ; I I 1 1)i I{f ill IIl ill '1 �_ ! !�II1 .! {,i,i � i. I,l{ 11 , j.l�..li, I� !{1� �1 � „III,..,'lil r, INCH I MAOC IM CHINA 1 a. IIIIIIiI{Ilii! LII� 11 4 111I3111 1111 III1IIIII (!){Il;i.11 ! 111111!!!1 II il!!lllill!�!lIIII!!!I!!!!II!I!I:I ! II!! 1!,�„ ��..1. 11 111,�11� ! �. .> l__� 1 ILII I I._._._ . ..__..._. ... ...-. ...1.. „ !1111 , :111lI !,. ,11,11„ ,1,11 „ ..,111 �I�111.1 , 11,, 1 ,11I1In,"III, .yl _ ..... ... .. ...... . .. ... .... u .r„.. -. _ - .... .. � ., ,y,,r -'.a w4rw.:W�..,.e... ;i•„+ruu.h«bow u., Jk W ..ww. ,.r, aF. ... .. .. .. . ,.r. .a Lab.' , UNIT D UNIT B L UNIT O 1p UNIT D 0 10 _ UNIT B UNIT D 0_16 UNIT D2 ® 13 &c 16 - - UNIT D2 ® 10 8c 13 i I , t � ! 12 I 1 _ 1Z I I 6 D6 ! D6 VINYL SHINGLES i VINYL SHINGLES --� 0 Y j. a 0 0 - 13 13 ,. _ "44C1 - LE - - - -- - _ p4 I a. a� W 4 — v _ r D4 4 TRELLIS TRELLIS - - - - 18 - - ' - _- 18 16 I — V� 16 - _ - as 0 W - : SEE UNIT Z W SEE UNIT ---- - I i ❑❑ PLAN FOR CJ❑ at r , - I ❑❑ PLAN FOR DECK DETAILS Ei ❑n 4 r4 DECK DETAILS Li Z ❑ - 0 _ 0 co J = M IL IL_T— - " 4 -6 6• 4 21" 7 � ' D7 D7 15" BUILDING STEP Street Elevation Street Elevation QN v- 1 /R Z r' MV I- 0 t o W J 12 i v —.. MID-HEIGHT OF GABLE_ 6 COMPOSITION MID-HEIGHT Of- GABLE 6 j ----------------- SHINGLES -_-_------ ----moi SHINGLES Ds D6 ' !j D6 D6 VINYL SHINGLES 2 D6 TOP PLATE VINYL .,HINGLE� I TOO PLATE TOP PLATE VINYL SHINGLES F TO&PLATE - , 12 TOP PLATE t T PLATE r _ --- - 1 r W D6 t x�5I o, D6 a 2x3 TRIM 2x3 TRIM ! t Y, aI w ao co1p I , '. Z p t -n z ;l, '20 TRIM o► m z _ rd fWQR 4 I --_ 2x0 BELLY , 3rd - 9 _ 00 BELLY BANDLOOR d F Q _ 4 ' 4 (Zm TRELLIS --- ---- D6 - --TRELLIS - I 2x10 BEVY — —_ 00 -- --_-- -- M!240 M I -- BELLY o a 2x10 BELLY ____-' o BANG"'- I ! —_ 9AN0 - CN - rLLN - - 3 --- - 8 _ BELLY BAND 2x10 BELLY BAND i - - ... _ 2nd 2ni1 2x10 i�ELLY B.�ND LLJ Q ❑ ❑❑ 2x8 TRIM- _�. 2x8 TRIM--'_ ❑� ❑❑ ❑❑ ❑❑ - 2x8 TRIMS - _ ❑❑ - 1st- -- --- ❑ 013 _ 1000 1 ! ❑❑ ❑❑ - ❑❑ w❑❑ ou cn _ Ad- Immmomm. m FIN. GkADE ---- FIN. GRADE FIN GRADE ,H. Q W Unit D Side Elevation Unit D Side Elevation 'n a Unit D2 Side Elevation 0BUILDING 7 1 /8"= 1 '--O ® BUILDINGS 10 h 13 1 /8' = 1 -G 1. i Y _ UNIT D UNIT B UNIT DUNIT D 0 1 UNIT B - UNIT D2 ® 0 & 13 — NIT 1 D2 ® 13tic 16 1 12 I 12 t I � g 10 16 z w VINYL D 5 VINYL U-1 Iy 13 SHINGLES , I 4- 13 SHINGLES n !� �. D4 W U j - NO GUTTER --:. I NO GUTTER � LIJ cn - - - -- -VINYL ' VINYL — ` WINDOWS -- - -- -- — -__ WINDOWS Z 1 - --_ -- _ -2x6 WOOD - -- - --- _-- 1,� - 2x6 WOOD (D 1-- -- CORNER TRIM CORNER CORNER TRIM J Q _-. - BELLY BAND - _ BELLY BAND 0 C) Til 1111 11 Jill --VINYL SI NG - (, D VINYL STUNG Z VIII _ _� _ :- - VINYL WINDOWS -.- „ VINYL WINDOWS WOOD TRIM ❑❑ - __ WOOD TRIM --- DEI rI ❑ _ u ❑ - 7❑ _- VINYL CORNER —_ ❑ - -- U❑ - ❑� - .__ - VINYL CORNER - - - TRd I IM -- n - -- -- - - _ TRIM 15" BUILDING STE� JOB 140 Rear Elevation Rear Elevation 98-12 IL � 3IN ��IL®IN tam 10 '1 &� � 1� 17= S H E E T R E F E R E N C E s &A&Q No. 1 2 3 4 6 6 8 9 10 M 12 13 14 `16 16 11 FoUrdation PkTn F9 F5 F1 F11 F7 F5 E tl F7 F5 F3 F9 F9 F3 F5 F9 F3 F13 Roof FRCrminp FIC F6 F2 F12 F8 F6 F12 F8 F6 F4 F10 F10 F4 F6 F10 F4 F14 EEC 98-0569 Root R" R5 R3 R1 R6 R4 R3 R6 R4 R3 R2 R5 R5 W R3 R5 R2 R7 c p i' 14198 HARROWS 9BVO1b1M E3 E2 E1 E3 E2 E2 E3 E ' E2 E1 E3 E3 E1 E2 E3 E1 E4 DEET C`RF FR: f r� E_ 30 OF 43 i F. j If this notice appears clearer 1!11111 the ^A W urne JUN 0 1 tr�irttI tItIrt . ' li1 t, file doolint 11t is 0f 11t, lined(1111LI � • ., t ., , , . . , ,: .�� III I ! I '. ,.1 ,„ : ,,-. .,: ,: .;. :• � � I I I I t ; i I� �t 1 i 1 i . i' i � � illllhLliIll! I 't ll 11lli 'r Itllllll ! li ' I IIIA! ! I{I�I,I I,l�I i ISI! I Ilt,!{� tll�l{ VIII 1�t{��!! I ! I ill ;! tit l�II llifill� i ! fli{i , I 5', INCN i MAIC IN 04INATI - Af- -_ ,.,,I F'i, ; 11 I'I !III I III 111 I ii I I II r I t ! I .� ...• I ,t t tilt n 1 t t t t nn 111!11 t ,', ".' -•:v', �,. , ,,,� IIIIIII,II,I I,.,!II !I Itl,t,lillllllll I!.(�U...11! {t{!I, I!i!. !,i I.!!.•:!t!!I!?I!!I!It!lltf!ltlll!?!!! ! 11!!Illlita!:�111!t��f Illll!IIIltlihli! tfi!!I'I!lllll!!!!!!1't!I !!!!! 1 ! II!!l111rti i It t,lli' !' !! ,ll.., ;!�Itt!tl �„!!!' 41lttttll tt I! "1 !' I” !I! ,:�tr.;. •� .:��. I � ., 1 . ._ ! � . _ _ _. ___ . .•..._._._. —! - .t. {. + 1 III + !{ .,. ..•III III) l t►: .t ttt , lttl ! tllllllltllll aw 'ry-, -::. - ..M;+. .n'1. J.. W i! Y.,' l.J..•... .• t r ,�"�'` 0• gr �,'N" p + NP�'t'}I}'�'9�'✓<„tS,.'•'.•,:nl,-w•w „r'1. ..... .,.. .:..:«i....0., i •.-. ._'.. ,.r — ... .,nW •--t'%1y11r+ usMltd+k�Y��,ii1LII+�.IinJM:�{flg 51�.i1�t1'' A1tIl.' ....w:-.At �slw.Ir,. .,. ... .. .na,. - - - _ ,.- "' �� .-. .,. ... ..._ .. .. . . _....., .. _.... .. .._ .. .,. .,_ ..., ._. _. -_ .. ... ..-.... ah4s4au.r1.'�x..di.hr'�:u�:: ¢iaw x;:'414 i5n �::�: •. ,•.�, m,'.:.h _..'. .,.._..',...,. .. .,. ,.. _.. .. ... _. .. . _. .sr...,..s i l_INIT D UNIT E3 UNIT B UNIT D ® 8 UNIT D ® 2 & 9 UNIT BUNI !" B UNIT D ® 2, 6 8c 9 --------__ --- -~ UNIT D;, ® 5 -- -- UNIT D2 0 6 4c 14 - -T UNIT D2 0 14 12 12 � 2 -10 - D6 � 6 D5 2 10 I ( I VINYL SHINGLES D6 , VINYL SHINGLESI U1 j r 0 04 - .- - 13 - 4 4 + 4 AT - 6 AT D4 4 ( -- - - - - - _ 13 6 TRELLIS Q1 - T-� = D7 TRELLIS 18 16- - _ eD4 16 D6 SEE UNIT - _ _ - ,D6 -- ;� ), _.❑ _ - II PLAN FOR `jW Q ❑ r- r{' ' ! r❑❑ PLANFOR (I 11 El ( I I ___–___ �4 _ - ❑ QECK QETAILS W I- - LID 0 r� DECK DETAILS ❑ �� Q __----- - - - -- - Z A I _. - - R� - - -- z J FNM - - -- - t7-- 21 -- - --- ---- l._. - -- 21" W 4 9„ 9" 4 -- � 15" BUILDING STEE D7 15" 13UILDINS STE� 15 BUILDING STEP D7 15" BUILDING STEP Street Elevation � Street Elevation �, W eN 1 /8"= 1 '- O" v- j � --- Q v- W N W Z v- 12 6 �� - _MID-HEIGHT_-__ __ ____ MID-HEIGHT OF GABLE -__ - � Lj "ONIPOSITIC�I �, OF GABLE 6 \ SHINGLES I; COMPOSITION -j 2 eD --T-''-- 3 L ;j 2 _ SHINGLES � Zju 3 2 VINYL SHINGLES TO - VINYL SHINGLES - - D6 D6 D6 _TOP PLATE _ D6 ' D6 D6 D6 TOP PLATE VINYL SHINGLES TOP PLATE TOP PLATE VINYL SHINGLES T PLATE . . _ a f, 12 D6 — t' -- TOP PLATE < < T PLATE I 12 _1 6 TOP PLATE ao 1 CID °° on i}I'�ti n y 2x3 TRIM t ao . 2x3 TRIM In �p J`� 1x1U BELLY BAND _ _ -- �t 3rd LOOR _ z -` 2x10 BELLY BAND 2x10 BELLY BAND Mrd LOOR _ 1Q O x10 ELLY BAND F - - 4 4 -- --- - - rte. �- _ -- - - -- ----TRELL I; _--- _M D6 0 D6 TRELLIS � - m 2x10 BELLY 'x10 BELLY -- o o o -:. - --- i -' - 2x10 BELLY e- o - -BAND -- -=�. - _` . : 2x10 `! _ — BELLY ao ! BAND ! - _._ . _ - - - ND o _._ _ - II _._. - _ - o �o o - BAN BA ~ C� mc 2nd - - Ellx10 BELLY BAND: 2x10 BELLY BA YD - ---. ?nd M 2nd ME -- - 2x10-LLY BAND 2x10 BELLY BAND - nd _ -_ BE -- - _ 7 _ - - w 3 00 FID ry 111111❑ 2x8 TRIM= `-_ ! -- y - - - R _ _ - -__- ❑❑ ❑❑ - w - ❑❑ ❑� _ 2x8 TRIM= ❑❑ ❑❑ I ❑❑ ❑❑ 2x8 TRIM= -.2x8 TRIM ❑❑ (�❑ N a ❑❑ ❑❑ - - T d Lm It T fs �� ❑❑ ___ - Lirl _____ ____ - ________ 1st _ 1st ` fir. Ist -- _ ___ - - - - - - - - _ - 1St 0 -- ire (,RA DFL FIN. GRADE- FIN. GRADE FIN. GRADE-� UJI ~ � 7 Unit D Side Elevation Unit D Side Elevation x �Unit D2 Side ElevationUnit D2 Side Elevation �, 4 N / ® BUILDINGS 2 & 9 1 /811= 1 O 0 BUILDING 5 1 /.�"= - b" ® BUILDING 14 1 /8"-- 1 '--O" N } UNIT D 0 2, 6 & 9 UNIT D 9 _ UNIT B � UNIT B � � 2 & UNIT D2 ® 14 '�- -UNIT D2 ® 6 & 14 UNIT D ® 8 UNIT - UNIT e -- -v UNIT D UNIT D2 c� 5 AT 12 IV BRACKET 2 -`� 6 12 D5 3 '756 10 AT 16 I D6 BRACKET 2 I VINYL LU 10 10 } � I 1�� SHINGLES � � I/ 3 D6 D5 r-- VINYL _ ___ __ D DS �- 13` SHINGLES I U p4 --- NO GUTTER j '-1 ? NO GUTTER _ _ -VINYL C� 4 - _ It L F _- MIIL� WINDOWS L1.I 5 � 4 - 7 VINYL - - - -- - - - -- --- _ 2x6 WOOD Z , -.- - -- - "�Y'`t' LEI - f.)6 - _ _ WINDOWS - - - - - - _ -_ ------_D5 - CORNER TRIM �_ � __ _ _ _- --- - 2x6 WOOD - -_ Q F - --- --� .\ !� _. C� 18 v -- _ _ D5 ..___ __ BELLY BAND J Q ---- -._ - - - CORNER TRIM - BELLY BAND - - -- -- VINYL STUNG Q VINYL WINDOWS - - - - VINYL SONG _- VINYL WINDOWS - ❑❑ - _ _ Z - WITH 5/4 x 5V2 - ❑ ❑❑ - ❑❑ -- _. -- -- WOOD TRIM Ur WOOD TRIM -.._ - - HD --= �E] _� _ FID 0 El � ---- - PRIVA Y - ❑ - TRIM CORNER - __ ❑U ❑❑ - - VINYL CORNER --_- ❑ - EEI ❑ - - ❑ -- _ -- TRIM - � 15" BUILDING STEP 10 U - -- -- -- - ACY D[ �_ --- --- 15" BUILDING STE� - -. - W • 15" BUILDING STEP Rear Elevation JOB r40. +� S Rear Eievation 15 BUILDING STEP 1 , t�"--- 1 ' - � fly IL IN 2 6 9 � �4 � s � 8 ILnIN S H E E T R E F E R E N C C &ACkV No. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 F Urlddtion Pkm F9 F5 F1 F11 F7 F5 F11 F7 F5 F3 F9 F9 F3 F5 F9 F3 F13 �+ PLC 98-0569 Roof Frtrlhp F10 F6 F2 F12 F8 F6 F12 F8 F6 F4 F10 F10 F4 F6 F10 F4 F14 14198 BARROWS ReInf Poom R5 R3 R1 R6 R4 R3 R6 R4 R3 R2 R5 R5 R2 R3 R5 R2 R7 31 OF 43 t3evalkre E3 E2 E1 E3 E2 E2 E3 E2 E2 E1 E3 E3 E1 E2 E3 E1 E4 SHEET ORDER: S U F R E_ D A Ilmi.:lR- i If this notice appears clearer ih8n the JUN 0 Z 2000 document, the (IUc'Unlelll is of me g!n1!! quality. I711CCOt1I1 icd j1� l►ljijl ili� i � ijljljl ; Ijljijl�f)l)I � lil� i� I . . I . I Il�lil�i Ijillji�ljlli' " I INCH MADE IN CHINA I I I I I I► ! l i l;l 1111 A 1 cl I I 3 —� 1, I.. I I � � i4. Is I. I. 11T .�. � � Illllllllj{„IIIIII,IIIJ)II! III IIIIII!��III-+11!!.11 I I Till III i! !�!t!II!I!!1!!I!1!!!I! IlIIII!!!li !11!!! I lI !ill I!�+�! I i!I!il�� !II i! I!i�l !II+++1 !++ ++ +"�'�' ”! + +++'1'+++I +"II+ ++!!!+++ Il++ �1._11�..J,, _a ! ,_ .(l.11l..1 . . . { _.._.. ..._. ..__-1�... .__. ._i.._,_.�{.{ I:. _ ! !j_i it lniiti, ...11 ..,,,.�tll it ,.TUI„II .�I a I,I{II.,�,i►i,. .,,ll{+II„ ,,.I,,,, ,I!) ,. ,++! ��+ I l_1NIT D UNIT H UNIT B UNIT B UNIT D UNIT D I, NI T b UNIT B UNIT B UNIT D UNIT D2 ® 7 _ 12 I 12 16 (/rz I I 10 ! I - D5 16 2 10 I I I \D6 DE VINYL SHINGLES VINYL SHINGLES D5 _-- —_-_ C O p co 4 ` C - -- _ _ 6 _ 4 < .__ _ - TRELLIS- D7 - MEL-_ -- - -- LAJ - - _.. _ -_ D6 7777717; _ --- -- - r r - D4 16_ - D6 ❑❑ D6 t8 JE - -- - - SEE UNI r - -- -- --- -_- - _—__._.- . __. - SEE UNIT ��_. - ;' t8 _... pp PLAN FOR 0 W _ -- _— — - p - _ _ I pp PLAN FOR r-I DECK DETAILS Z W 0 DECK DETAILS T Q � - as - _ a _ — _ --- _ - - - 0 21 - - _ - J w -- , -11 1 F. 3 15" a --- _ _ 21" 15" BUILDING STEP1�„ T 9 4 W 15" BUILDING STE� X07 in 15" EW11 ING S� 15" BUILDING STEP D7 15" BUILDING STEP -� j Street Elevation i, > Street Elevation W e-S i /81.= i I- ol. -- W Z v— W �/ Q0 MPO ITI MID--HEIGHT OF GABLE - J Li CO S ON -- — - ' SHINGLES `.� --------_---- 12 - z 3 2 VINYL SHINGLES MID-HEIGHT_OF GABLE_ — 6 D6 D6 COMPOSITION - -- - - �- - TOP PLATE SHINGLES _ EDC) 2 'VINYL SHINGLES 212 ttOP uTE D6 D6 � D6 TOP PLATE _ TOP PLATE VINYL SHINGLES---, T co L;. 2x3 TRIM x I _TOP TE II 1u) LAJ PLA s TO PLATE J:1 L!, 12 12x10 BE BAN _ . 3rd LOOP, 2x3 TRIMS } °j _ °O 06 a 0 xLAJ3 TRIM o ---___ v 2x10 LLY AN _ — _ 3rd LOOR _ s d F QR `- - 2x10 BELLY BAND _ o, 1 _. — - 2x10 BELLY _ _. 4 - _ 4 _ c� � — BAND._: I 1 : - D6 -- Q D6 - - TRELLIS ~ o N - _ 1 - -- W 2x10 BELLY o � �, 2x10 BELLY mc _ I M BAND I t 1 -- - - _ � t -1x10 BELLY BAND __- 2nd =� ( -- _ o o -- — ._ _ � --BAND - '--' to LLUJI 1 2x8 TRIM 2x10 BELLY BANG �.- �- r<; I I - - - - r t;� Q ❑� ❑D � 2nd 2nd 1 a - _ - __ _—_ __--_ 2r1p BELLY BAND.. I ❑❑ -- -� W _.._ - ❑ D D D D `� :� D❑ G D -----2x8 TRIM �U �y cn DD ❑� _ 2 - -- 1�t oo _ i - -- ❑❑ ❑D ❑D ❑D ❑❑ FIN. (,'(RAD( 00 - 1st 1st w Unit D Side Elevation FIN. GRADE-- l-1, FIN. GRADE � J � N II uj Unit DSideElevationUnit D2 Side Elevation l I ® BUILDING 7 1 /8": 1 '-O" l I 1 UNIT D UNIT B UNIT B UNIT D UNIT B UNIT B _ UNIT B UNIT D __ — UNIT B - _— UNIT D -_ _ UNIT D2 ® 7 - .k- ' AT ' 6 I I I AT I 12 W ( BRACKET 2 10 I 10 BRACKET 2 i 6 I 11J 3 D6 VINYL D5 3 D6 10 ` n O 10 ( I I - D5 I �� — 1J D6 13 SHINGLES , D6 D5 D5 i �� D4 VINYL � 13 SHINGLES J w U NO GUTTER D4 Q Z _ - GUTTER-VINYL INO ■ ' D6 - _ _ 18 - - CJ> - i -- �� , D5 2x6 WOOD - - - -VINYL ___ ____ - - WINDOWS CORNER TRIM -__- _` --- - - BELLY BAND - - -. ----- -- 1e — --_ _ --. D5 = O 0 P 71 -- -- - -- — -- - CORNER TRIM - -- - — `BELLY BAND = z ■ VINYL SIDNG -- - - -- - - --- 0 _ U -_.. VINYL WINDOWS _ - - - WITH 5/4 x 51,12" — - VINYL SIDNG (f) - WOOD TRIM — ❑❑ - DD - - -- - t -- -- WOOD TRIM -___ - D❑ 1-I❑ ❑❑ - --- D - - TRIM CORNER D❑ ❑❑ ❑LJ13 - - - _ n � - ❑❑ D - p ❑ �U _-- .__ LJ -- ❑ __._.._ ❑ - ---- - ❑ ❑p VINYL CORNER -- ❑ —� - _ p -- p PR TRIM D - -- - 15" BUILDING STE� — JOB O 15" BUILDING STE;r- Rear Elevation 15" BUILDING STEPL _ 15 BUILDING STE� 98-12 15" BUILDING STEP ------'-'---- Rear Elevation ILDIN 1 Il I � I� �UILoIN G 4 7 E C M S Fi E E T R E F E R E N C E B A ft No. 1 2 9 4 6 6 7 8 9 10 11 12 V 14 15 16 fl `> FoUndation Plan F9 F5 F1 F11 F7 F5 F11 F7 F5 F3 F9 F9 F3 F5 F9 F3 F13 N ROOF FroMhg F10 FS F2 F12 F8 F6 F12 F8 F6 F4 F10 F10 F4 F6 F10 F4 F14 EC��gx�il�?,�1 Roof Platt R5 R3 R1 R6 R4 R3 R6 R4 R3 R2 R5 R5 ?2 R3 R5 R2 R7 SHEET ORDER: S U F� E D 14198[3AItR(aWS Bovatk" E3 E2 E1 E3 E2 E2 E3 E2 E2 E1 E3 E3 E1 E2 E3 E1 E4 32 OF 43 If this notice appears dearer tlum the JUN 0 Z 2000 documew, the document is of marginal quality. 111 cr011lilied I ' �' 111 III (I I '!� ii ! 'I ' I 'IiIIIiIIT ,I�IIII1 ! ! II' l ; i ;ll ' �!: I , lir I i i I I I IiI I f ( 1 I ii I { 1 '111► ► 1 '1!, ; ; ;11 I I'�II l itij.11lllll ► II ; i. III ; 1 I�l111 ! ;II .�li �ll) I. II Illljll�llll, ; INCH MAK IM ff IllllI I lull II VIII 111 I� I { {lii 1 illl I! liii Iln i I n l 1 1 ''illill 1111111 1`1111 1 't:'t' .• '••t Iltlnl I (11111 1111 , !1 1111 11111 1111111 111 1 In , ;. -F llllll 11 l l I! Id „i. 1,D(II_llJllll.,._.�_Ill�lll1_1i1)I,LLI! I,,( NlLI11111111111111.1,• ,fl1,.1111.1.,.�l�ll..,.au�,. tli�l•11111,..1•III.1111111•..,..II,•...,.ttl,t,...iUl, IIl1lt,llllltl�l,111111,,.,;I ltlll�l.,.•.111�1..111,1111,1: .II11111111111111n111,1�111111ut,lili . ' / "nhNIUYRn y UNIT D k UNIT B * UNIT B * UNIT B UNIT D 12 16 2 D6 ti VINYL SHINGLES �, QO Q 3 --. D4 :..::.. I �_ J W � LLI Ip�I1T-111 t� 41 TRELLIS 7-_ U j� do (n I 18 ,fi w Z 06 0 W0 SEE UNIT Z W ~ PLAN FOR w DECK DEiall`, Q (.— Z_ ❑ _. .__ ❑ VI = O - ❑❑ - ❑❑ ❑ - � ° m = QM t— n Wein - 0: t WW In D7 In :) 't Street Elevation o W /8..�, ._o.. r J N Q W (D a 0 W 12 J MID-1 -WT OF CABLE Z u -- - 2 3 TOP PLATE VINYL SHINGLES 06 DP r e TOFPLATE 12 i ro ro W 20 TRIM � V) 2x,0 BELLYND O ° a iTRELLIS - _ ® D c - -- "2x10 BELLY 8 ~ _- _ mc B BAND - Q - \ N n 2nd - B ;, 2x,0 BELLY BAND .—J -- — 2x8_ TRIM� . ❑❑ w p 110 11 0000 o - Ist -- — FIN. GRADE wX T ' Unit D Side Elevation w N op UNIT D UNIT B UNIT B LIN iT B UNIT D Z ///----��-- AT 12 w i I . 8 ACKET 2 I 6 w a 3 6 I D6 VINYL 0 O � L 13 SHINGLES Q NO GUTTERQD w Z VINYL /N M - !! WINDOWS J O & . l I 5 2x6 WOOD J z � CORNER TRIM O O F 77 M In r7BELLY BAND /= U _ VINYL SIDINGU C/) NNri NINDOWS r� } MTH 5/4 x 514" Q _ WOOD TRIM 1111 8 1111 8 1111 e 1111 ® 8 ❑o TIRIM CORNER P Ho AOR no. Rear Elevation 98-12 1*! BUILDING 17 c S H E E T R E F E R E N C E &!gyp No. 1 2 8 4 6 F 7 8 F F3 F 2 F3 FS F9 F3 F17 1 Fauldalbn Plan F9 F5 F1 Ffl F7 F5 Ffl A F5 f3 F9 F9 F3 F5 F9 F3 613 ID RLC 98-0369 Roof Fra*V FID F6 F2 F2 F8 F6 F12 FO F6 F4 FID FID F4 F6 610 F4 F14 aN 141988ARROWS Roof Pate R5 R3 R1 R6 R4 R3 R6 R4 R3 R2 R6 R6 R2 R3 R5 R2 RT SHEET ORDERS S U F- RED 33 OF43 %vapors E3 E2 E1 E3 E2 E2 E3 E2 E2 EI E3 F3 E1 E2 E3 Et E4 WA If this notice Appears cleaver than the JUN 0 L 2000 +k� II unt-nl, the document is of tunrginal qualify. Illll I OIIIIIII`ll Ohl IIIIIIIIIIIII IIIIIIIIIIq . fllll�llilllf IIIIII�IIIIII I !If!III ;ilhhlIl�:;lll�illll illi;�l�i!i�l rt�ili�ill�l,l I I�I�I�III�I�I!I I I��!I�I�III�I ill�lllll�!�I� •' IIII 011140UWIlf1JLIl IIIi!_'J!Ills ul,l tu.uli!!;p III! tP Igllnu nlllpp I u III illlnnl �I nl.iininglpnlul! u.ulunmdlrupuu nu unlnr n�i I;,;,m;!r;; qullr,'IIuIrO rpirn.aulRll unhpl ItuIn14RRIDD 11 r, r. li ....... .... .__. ..».. .. . ..... .�.. ...... . .... .._ : ..�_ .. , :>. ..ti .x8514:.- ' I ! 4417 ) )j Q Z GENERAL TRU T RAL NTESHEAR WALLBC 199 4 ('ODE REQUIREMENTS: All design and construction shall conform to the Oregon SAWN LUMBER: Sawn lumber shall be graded and marked in conformance with WI.LIB HE � U LE TABLE23 � 1 � Structural Specialty Code 1996 Editon Standard Grading Rules for West Coast lumber No 16 Latest Edition. All lumber in contact with concrete shall be pressure treated. Species and grade shall be as follows unless otherwise noted on GENERAL: Contractor shall provide bracing or support required for temporary construction drawings. See the plans to determine the different designations for shear wall materials, NAILING 13CHEDULE 0 loads and for structural components as required during erection. backfill behind walls shall not nailing, anchor bolts, and holddowns. Locate holddowns as closely as O � be placed before the wall is properly supported by the floor slab, or temporary bracing. Refer to possible to the end of the designated wall. o' gn Consult mechanical plans for sizes and locations of all openings for ducts& pipes etcr rn P architectural plans for wall openings, architectural treatment, and dimensions not shown. USE GRADE Fb Fc Fcp Connection ...................................................................................................Nailing . not ,. , W � Go shown. Wall Studs and Blocking G i - GWB or GSB one side P 1 - OSB one side I. Joist to sill or girder, toenail......................................................................... 3-8d cit - GWB or GSB two sides P2 - USB two sides 2. Bridging to joist, toenail each end.....................................•.......................... 2-8d 2" to 3: thick 4" wide HF STUD 675 800 405 � U DESIGN LOADS:DS• SHEAR WALL TABLE 3. 1" x 6" subfloor or less to each joist, face nail..............................................2-8d � V)Live Loads: Floor: 40 PSF 2" thick, 6" wide HF #3 500 725 405 * 4. Wider than I" x 6" subfloor to each joist, face nail.................. 3-8d 'Nall Panel Nailing Interred Plate Nailing Andior Bolts at Value Roof: 2l PSF (Snow) Wall Plates 5. 2" subfloor to joist or girder, blind and face nail.........................................2-16d Exit Facilities: 100 PSF Mark at Nailing Concrete (PI.F) J � � Z (Corridor, Stairs, Lobby) 1/2"GWB 1/2"or 5/8" 6. Sole plate to joist or blocking typical face nail .......•.......•.........•.. 16d at 16" o.c. 2x4 HF #3 405 GI-7 one side 7" 7' (2) 12d @ 12" A.B. @.48" 416 Sole plate to joist or blocking, at braced wall panels ......................3-16d per 16" W 4 Wind Load: 80 NiPH, EXPOSURE B 2x6 HF #3 405 1/2" GWB 1/2"or S/8" 7. Top plate to stud, end nail..........................................................................2-16d Z 0 G14 one side 4" 4" (2) ltd @ 9" A.B. @ 48" 516 8• Stud to sole plate . 4-8d, toenail or 2-16d, end trail f" Z Earthquake: UBC ZONE 3; Z = 0.30, I = 1.0, C = 2.75, Rw = 6 Joists 1/2110 1/'>"a S/8" V1 9. Double studs, face nail................................................................. 16d at 24" o.c. m I C) _ 2" thick, 5" & wider HF #2 850 1250 405 G1-4B one side 4" 4" (2) 12d @ 7' A.B. @ 48" 616 p p , typical 16d at 16" o.c. p J = V) M 10. Doubled to lates ical face nail. ..... ....... ............................... FOUNDATIONS: Allowable Soil Bearing Pressure - 1500 PSF. All foundations shall bear 1/211 GWI3 1/2"or S/8' 1026 Duuble top plates, lap splice 8-16d w F- � N on undisturbed soil. See soils report prepared by Foster Geotechnical, P.C. dated 6-15-98 for all •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •... Beams and Stringers �_� both sides 7' 7' (2) 12d @ lo" AB. @ 48" 11. Blocking between joists or rafters to to late, toenail ..........•.................... 3-8d relevant geotechnical information. g J p p 4x DF-L #2 875 1300 625 1•n"�'� 1/2"or S/8" � G2-4 bah side 411 41' (2) 12d @ 9" AB @ 48" 102 6 12. Rim joist to top plate, toenail .......................................................... 8d at 6 o.c. W W 11 CONCRETE: Concrete shall conform to American Concrete Institute Standard 13. Top plates laps and intersections face nail............................................... 2-16d "'1 V) 301,"Specifications For Structural Concrete For Buildings". An air entraining admixture 6x and larger DF-L #1 1350 925 625 1/2"GWB 1/2"a 5/8" :) � G2-4B both sides 4" 4" (2) 12d @ 7' A.B. @ 48" 123 6 14. Continuous header, two pieces............................ 16d at 16" o.c. along each side conforming to UBC 1903.6.4 shall be added to all concrete exposed to earth or weather. Posts box DF-L #1 1200 1000 1625 15. Ceiling joists to plate toenail ........ 3-8d O W Provide 5% + 1%entrained air. Maximum slump shall be 4" at time of placing. 7/16" OSB 1/2" AB.@40"or """"""""""""""""""'•"""""""""""" 16. Continuous header to stud toenail...............................................................4-8d r HF = Hem-Fir, DF = Douglas Fir PI-611 one side 6" 12" (2) 12d 12" 5/8" AB. 48" 254 • 3- Q J N fc MIN, SACKS OF SPECIAL USF.. 7/16"OSB 1/2" A•B.@241"( 17, Ceiling joists, laps over partitions, face nail .............................................. . 16d W LIJ Z CEMEN� PER CY INSPECTION GLUED LAMINATED MEMBERS: Glue lams shall have AITC Identification Mark. One coat P1 4B one side 4" 12" (2) 12d @ 8" 5/801A B. @ 32." 377 18. Ceiling joists to parallel rafters, face nail................................................... 3-16d � O OF CONCRETE REQUIRED of end sealer shall be applied immediately after trimming in either shop or field. Manufacturer and p 716"OSB 19. Rafter to late, toenail................................................................................. 3-8d I o W fabricator shall comply with UBC 2303.1. Beams and columns shall be visual) graded Western P1-2B both side 2" 12" 3 12d 6" S/8" A.B. a 20" 525 " P y Y 8 ( ) 20. 1 brace to each stud and plate, face nail.....................................................2-8d J 2000 Submit design mix NO Slab on grade Species Industrial grade, and strength indicated below: 21 1" x 8" sheathing or less to each bearing, face nail 2-8d 7/16"OSB 1/2" AB.(c�16"ar 8 g, ...................................... p - USE COMBINATION SPECIES " " " � " 22. Wider than 1" x 8" sheathing to each bearing, face nail 3-old Z 3� 000 Submit design mix YES Footings and Walls PI-313 aye side 3" 12 (2) 16d 6 518 AB. 24 492 g g U SYMBOL ----- ----- -- _ _ 23. Built-up corner studs................................................................... 16d at 24„ o.c. The use of water-soluble chloride ion shall not be used unless approved by the Architect. As an Simple Span 24F-V4 DF/DF 7/16"OSB Continuous or 24F-V8 DF/DF P2-3B both side 3" 12" (3) 12d S" S/8"A.B. 12" 804 24. Built-up girder and beams .........................20d at 32" o.c. at top and bottom and alternative to the above, the Contractor may submit a concrete mix, staggered 2-20d at ends and at each s Cantilever gg p Submit concrete mix designs to the Architect for approval two weeks prior to phicing any 7/16"OSB 1/7" AB.@18"or 25. 2." planks.......................•...................................................2-16d at each bearing P2-6B both sides 6" 12" (2) 12d 6" 5/8" AB. 24" 508 concrete. The alternate mix design shall be reviewed far conformance to UBC 1904 and 1905. HOEDOWNS: Shall be as specified on the Drawings and Holdown Schedule. 26. Wood structural panels and particleboard _J C!� 7�t6"OSB U2" A.B.C�12"or Subfloor, roof and wall sheathing (to framing): w REINFORCING STEEL: SHEATHING: Sheathing panels shall have the APA Grade Trademark of the American Plywood P2.4B both sides 4" 12" (3) 12d 4" 5/8" A.B. rub 16" 7541/2 toand less ._.� 1P ..........................................................................................6d's Q Ly � ■ � ASTM A-615 GRADE 60 Qy = 60 KSI) deformed bars for bar sizes No 4 Association. O.S.B. shall be exposure one with the following thicknesses and ratings: * Hem-Fir or Spruoe-Pine-Fir Studs 19/32" 3/4" ' s :=) Q& larger, - .........r...............................8d or 6d; SHEAR WALL NOTES: 7/811 - 11,....................................................................................... .. .... 8d GRADE 40(F,� = 40 KSI) for No. 3 bars NAILING w "-- - 0C ASTM A-185 (fy = 75 KSI) for smooth welded wire fabric. Provide _ 1 Blocking is required at all panel edges except U 1-7, G 1-4 and G2-4. 1 1/81t - 1 1/411................................................•........................... 10d4 or 8d5 DIAPHRAGM SHEATHING EDGE FiELD BLKG Class C lap splices. _- _ _ 2. Nails for plywood panels shall be I Od common (interior)or galvanized box Combination subfloor-underlayment (to framing): Minimum concrete cover shall be: 1 st Floor 3/4" APA Sturd-1-Floor OSB 40/20 T&G 10d @ 6" M @ 12" NO (exterior). 3/4" and less Cn Z 3. Nails far 1/2" GWB shall be 8d cooler. 7/ �1 1.1 .......................................................................................•.. ds Concrete cast against earth 3" ��" 6 8 2nd Floor 3,4 APA Sturd-I-Floor OSB 40/20 T&G 10d @ 6 10d @ 12 NO 8 - .•,......•.•••...,•..•...•..•....••••...•...•.•.•..••..••..•.••••. 8d ~ 44 U Formed surface exposed to earth or weather 1 1/2" - - - - - 4. 0.148"x 2.25" gun-nails can be used in lieu of 10d nails. - 4 s Cly Roof 7/16" APA Rated Sheathing OSB 24/16 8d @ 6" 8d @ 12" NO S 3x framing is required at panel edges foc Wall Mark P2-4B and the nails on each 1 1/8 1 1/4 ................................ 10d or 8d Concrete not exposed to weather or earth 3/4" _.._.. .- _ S. 8 eq p g """""""""""""""""""""" Shear Walls 7/16" APA Rated Sheathing OSB 24/16 See Shear Wall Schedule side of the 3x shall be staggered. 27. Panel siding (to framing): -J Z CONCRETE WALL REINFORCING: Walls shall be reinforced as shown on the plans and 6. GWB reduced 50% for seismic forces per UBC Table 25-1 Footnote#1. 1/2" ................................................................................or less ............6d`' < Q All roof sheathing and sub-flooring shall be installed face grain perpendicular to supports and in a staggered pattern t. � details or if not shown shall be as follows: 5/8 ....................................................................................................... 8d6 Cn oras Indicated on Drawings. Shear wall framing shall be blocked with 2x or 3x framing at all panel edges(see 1.1.1 28. Fiberboard sheathing U.! Schedule). H o L WN AN z rWall thickness horizontal bars Vertical bars Location Height ; 1/2" ...................................................•.......................................No. 1 1 ga.e w �"""" hW PREFABRICATED WOOD TRUSSES: Shall be designed by the manufacturer and comply with the "Design 6d4 O a ' 611 #4 @ 13 oc #5 @ 18' oc Cw CL of wall 6 max, height Specification for Metal Plate Connected Wood Trusses, TPI-85 b the Truss Plate Institute and UBC 2343. No, 16 a Z yr ' 11 y FA:�TENING g 8" #4 @ 10" oc #S @ 1 S" oc @ CL of wall 8' max. height Design for the spans and conditions shown on the plans. Loading shall be as follows: 25/32" •..........................•............No. 11 ga." Top chord live load 25 PSE •�•��•••��•�•••��•�•• 4 Top chord dead load 12 PSF No. 16 ga.9 STRUCTURAL STEEL: Materials shall be in accordance with the following. Bottom chord dead load 5 PSF ® � Wood Connection Bolts ASTM A 307 Shop drawings and design calculations bearing the seal of a Washington State Registered Structural Engineer shall HE L E29. Interior paneling Anchor Bolts ASTM A 307 be submitted for approval prior to fabrication and shall be on site for the framing inspection. Each truss shall be 1/411 ...............................................•....................•..r..............................4d'" identified with the manufacturer's stamp. Installation and bracing of the trusses shall comply with the Engineer's 3/811 ....................................r.................................................................6dl I FRAMING NOTES: recommendations and UBC Standard Chapter 23, Division III. Field alterations of trusses shall be designed by a Simpson Wood Wood Holdown Concrete Framing accessories and structural fasteners shall be as manufactured Washington State licensed engineer and be approved by the Building Official prior to commencement of field No. Member Fastener Bolt Embedment by Simpson Company(or approved equal). Attach joists to flush headers and beams with modifications. CS16 3x or 2 2 22 lOd NA W Simpson "U" series joist hangers to suit the joist size. Attach all roof elements with Simpson ----------FOOTNOTES---------- CS i 8 3x or 2 2 18 l Od NA L J � Company H 1 or H3 ties. Nails shall be common. Nailing not shown shall be per Table 23-1-Q of 1. Common or box nails may be used except where otherwise stated. C UJ the UBC. Provide solid blocking at bearing points. PREFABRICATED WOOD,i0iS7'S: Shall he of the size and type shown on the drawings manufactured by CS22 3x or 2 2 l2 l Od NA g 8 p the Trus-Joist Corporation, or an approved equal. Loading shall be as follows: �� 2. Nails inches at els support 6inches ort where spans are 48 inches or more.ter edges, 12 inches at For nailingediate S oforts except 6 woodstructural UJ J U ROOF FLOOR 1IPAHD2 3x or 2 2 17 16d 10 PP p Q w Top chord live load See design loads above 1'A11D42 3x or 2 2, t ► 16d 6-t/2" panel and particleboard diaphragms and shear walls, refer to Section 2314.3. Nails for UJ Top chord dead load 8 PSF 6 PSF wall sheathing may be common, box or casing. J C5 Bottom chord dead load 10 PSF9 PSF MST&27r 3x or 2 2 12 16d NA 3. Common or deformed shank. > ■ MS f37 3x W(22) 16d NA 4. Common•INSPECTION: In addition to inspections required by Building Department Officials, special inspection by a CnMS'r48 3x NA 5. Deformed shank. OSpecial Inspector shall be preformed for concrete placement and reinforcing steel. ._..� C)MS'i'60 3x NA 6. Corrosion-resistant siding or casing nails conforniing to the requirements of Section .�J Z O 0 SHOP DRAWINGS:Shop drawings for reinforcing steel, glued laminated beams, and prefabricated wood 2325.1. i2 U members shall be submitted to the Architect for approval prior to fabrication. if the shop drawings differ from the FID2A 2 2x 2 5/8" 5/8" or 3/4' 11 7. Fasteners spaced 3 inches on center at exterior edges and 6 inches on center at = approved design drawings, redesign drawings bearing the seal and signature of a Structural Engineer licensed in the FID5A (3) 2x 2 3/4" 3/4" 11" intermediate supports. � Z (� � State of Washington shall be submitted along with the shop drawings to the Building Department for approval. 1-1136A3 2x 2 7/8" 7/8" H II 8. Corrosion-resistant roofing nails with 7/16 inch diameter head and 1 1/2 inch length for (75 ItD8A 3 2x 1(3) 7/8" 1 7/8" f l" 1/2 inch sheathing and 1 3/4 inch length for 25/32 inch sheathing conforining to the >_ r BEAM HANGERS: Hangers not specified on the plans shall be the Simpson hangers below or their equivalent I iD10A 3 2x 4 7/8" 7/8" 11" Q UD14A 3 2x 4 V 1" 12" requirements of Section 2325,1 . - - -- - - - 9. Corrosion-resistant staples with nominal 7/16 inch crown and 1 1/8 inch length for 1/2 BEAM/JOIST HANGER inch sheathing and 1 1/2 inch length for 25/32 inch sheathing conforming to the TJI IUT-series to match beam/joist liOLDOWN NO'T'ES: requirements of Section 2325.1. 1. Holdowns shall be as manufactured by Simpson Co. See catalog for additional Ma PSI. 3 1/2" wide GLTV 10.Panel supports at 16 inches (20 inches if strength axis in the long direction of the JOB 1\10. information. PSL 5 1/4" wide HGLTV 2. Nails shall be common. 16d shall have a diameter of 0,162". lOd shall have a panel, unless otherwise marked). Casing or finish nails spaced 6 inches on panel Lo diameter of 0.149". edges, 12 inches at intermediate supports. 98--12 a GL13 6 3/4" wide GL,T 7 3, Holdown bolts shall be A307 hex head bolt, or A36 standard "J" or "L" bolt. I LPanel supports at 24 inches. Casing or finish nails spaced 6 inches on panel edges, 12 GL13 8 3/4" wide GLT 9 o 4. Face nail bundled studs together with (l) 16d @ 12" typical. inches at intermediate supports. S. All holdown bolts shall be tied in place in the formwork prior to placing the Nconcrete, ie. no "wet-sticking" of bolts. 6. An HD2A holdown may be substituted for the PAHD42. Provide a 5/8" holdown bolt Hilti Kwikbolt II with 4" embedment. r Q � L,I !;11{1 IIC!•11 N Ft q8-U5h9 14198 BARROWS 34 OV 43 SHEET ORDER: S U F R E a . ... _. . X00 if this roti appeal s clearer than the JUN 0 7 Ilment, the duc•umem is of marginal quality. a i111C10ft1mod t SH I! . ! 1 i I I i 1 1 1 1• 1 i i r . LW 1 {1 III{I i I{I�I� I l,l{1 I 1{),III 1{l�i�, li1 I'I i ( �I 1 i.1 I I I :li li 'I i i i ,! i I 1 1 Ii)ilii Iiiil,l I i iI i i791, 1II ( Ii 4. INCH 1AtE M CMI Sbttr sX' �v�;.,. �" ,' o a . I 111 [ I Il 11111 111 tl til li 111 (11 1 Itlll I i II { iii ! I fl millIii till 11 11 1 1111 111 I /1 111 1 11 II "1'i' •.••1• 1111 n 1 111111 1 111 1 1111.11 1111, Illlu 111 II 1 111 1 III IIII { ! .III ,.; will! ,..li[�I,l. I[II, _[[I li,f- ,Illlit III IJllll ,i11 i •.�llll 1 Ullill....I{lir .lI111..1lIIl.I1111lI,...Ilill,•,t.1111,rl,ull11n11n1111111111II,U1111,1tt;1llili�l.1•••lllllnlllliilll. ,1111111.11111111111111,11111111111111111• ... .. i �, 1- �'l�.�y� .•, t 1 'Ent , t�f , a a ... ::... .. -. ..,, - .. .-..-.... .., ..,.. .. .. ..,. ..,... ... -1 • •.d l.ItAa- .a:i i t !'k::{!'a1�1 1 Y h,Y iRr,AY.a aY W Y - uwnw.wxSM..nMr' _....:aY.w;.. ..-'..uuua.vw.._...r�u.ur...arWu.:r....:..-. ...:a:..:. .... U F• `� s v- 121 12P 0 7" O.G. T.N. ---- - SHE^R TRUSS rf a Z c� ry ►-•- .9 m AR ^34 O 2' O" ROOF FR^MMiG PER PLAN. O.C. W/ (8) 8D / / ALA PL^TF N^IL G SEE ROOF TRUSSES 5Hff^R WALL 5HE^R W^LL 5GHE5P � /-- DbL. 2X W/ i(oP PGR F'E^n ROOF pIAPHR^M NAILINCG NAILING -- (2) 12P 0 12" O G MIN ® B" OG NOT E5 RUGTURAL\ PL^1'ff SPLICE LSL RIM JOIST W/ 12P (3) lop DETAIL 10/P2 ' PST bE^Rlh�� W^LL' TOI'N^ILS 0 42" �✓HEATHING PER He^peRS: oc EACH slpe U.N.O. - SHeAR WALL PL^ 1v;p O b' D.G. PANEL DLOGK'c (2) 2XB 2X4 WALL TYF. \ \ 2X DLK ^e' REalp --- -• (3) 2X6 0 2XCv W^LL. � in VF;-'T UNLESS r4OTEp 0 0 12P T01ffN^IL - �� _-_ 5TUP5 O.C. OTHERW15F 0 - — " - TO7_2 MATCH -� 0 1�u O•L SHE^THIr10 IT1'P I ------ --- (2nOF pIPHR�tiGr'1 � ,-_ l TYP - -�� EXTERIOR WALL �- SEE SHEAR Wf'\LL- FAGC NAIL W/ W^T NO(1-DEi\RIriG ALLS: � 121 u>.L - SGHEDUI-E D 0 12" O.G. TJGLK.4G ® 4b" (n 116P 0 8" TYP KING STUD- ---- 1 TRIM STUD TOEN^IL W/ 12► ItyTeRlofc' -- (2) 2X4 MI('! HDR 12P E^. ENp ' WALL SHEAR WALL TRIM STUDS. -�1 App RIM J015T WHEN i - 5He^R W^LL 5HE^THING 5+r'1P5.�n H-1 (11 0 OPENINGS 4'-O" 4 LE,5 PL^Te N.AIL.ING PER il" �- 0 ^"P N^ILINC- PER PL-^N �- ---- 0 e^ TRU55 (2) 0 OPer,Ir105 GRe^TER TH^N 4'-0' SHe^RW^LL SGHfpULE f) W ANP 5CHEPUL.e -- IS GRE^TER TH^N Z W � P^I?^LLEL _ 12P 0"4" OG. M P^R^L.LeL ? TYP. INT. TO ERCT. CONNECTION SHEAR WALL. TO TRUSS EXT. SHEAR. WALL.. 0 ROOF � TYP. HEADER � MALL. '� EXT. WALL. TO FRAMING z °D cn M 17 - - - SHEAR - _ - _ 9 - - - -- -- -- ( 5 ------ - ----___ - ----- - ( � -- 0 -j i 3 ,4„ >a �,_�„ 3/4" = 1'-O" �� 1/2" : �,_�„ `._� 3/4" _ 'f'^^' 3 ww W YI - 5HE^THING ^TT^GH W W ^RGh'NTecTURAL PeR / PeR SGHfpULE � � PLATE N^IL'G SeC 5He^R W^LL �iGHr.P W eprffr--RIM J015 (2112P 0 12" O.G. r11N ,r - SHPrR TRUSSES 5t-teAhz WALL. SCHt'D. � � _1 � L^P J015T 4" 4 U5C � �- _ (24) VP _- (2) 12p 0 12' O.G. MIN. - E.1. J015T TO De -- - Q r" Ld (3) 8D TOeN^ILS 5CCURCP W/ (11 12P W O v- (n `./ PROVIDE SOLID " TOCN^IL e^. Sipe ~ FL:�T 7 X 6 012 Q PER PL^N DLOCKING W/ 141 12P 1 W D: PROF'PEP Dff^r't / i1I ,z! , TOP PL^Te J f-^ E ND 0 u 1P �----- - —TJI see PLAN FDR _ 51Ze 4 5P^Cr`IG - - I -STUDS SHe^THING ^TT^CH See SHe^R WALL, PeR SGHCpUL.0 5C-HPPULe NOTE: WCD 5TIFfrr-IVRS - ADD 5LOGKING WHEN PL^TC NAILING PCR 5He^R WALL 5F L,Ce 4 NAIL TOr PL^TCS SHe^RW^LL 5GHrPULf' W - - 1" SP^GG I5 GRe^TCR THAN Q I ^S SHOWN 0 f�.LL eXTPRIOR, PLUMDING, PARTY 4 SHE^R 12p 0 4" OG. ° DeAM IUT J015T HANGER PAR^LLCL W^LL5 0 e^ FLOOR LEVEL U) C ' 0 PCR PLAN TO MATCH JOIST AND AT ROOF F'f'RF'E'!7( I�.UL "�F' PARALLffL 0 < mc TYP. CONN. V WOOD BEAM SHEAR WALL TO FRAMING T'f P. TOP PLATE SPLICE FRAMING AT PARTY WAI_I_ ~ _ - INT. WALL TO FRAMING O w 3/4" = 1'-O" 3/4„ = 1'_O„ 3/4,. 1'_O„ 3/4" : 1,_0„ _._.... . -- „ z �.� 4 s 1 _ 3/ O U Lm Robb SHeATI-11NG _ —� 10p 0 3" O.G. ep6e NAILING - - FIRE STOP/DLK.G. PeR aHe^THING ATTAIN Q Z MCT^L 5TR^P PLYWP. NOT SHOWN I PCR �IGHCPULe ^PPLIep OVER FOR GL^RITY - _ 2 X 4 C�Lr� G 'rJ/ ARGHITeGTUIZ^l, PLATE NAII.G SCC ( 1 C ��f-ie^THf1G -- -�- SIMP. 024 (OR � � SHEAR WALL SGHep. CQU^.LI e^. ENG,- (2) 12P 0 12" O G MIN / Q - HOLPOWN N^ILING 2X4 DLK.'G W/ PLATO N^IL'G SCC - C^. TJ J015 r TO De ecHePULe T4 It* IOP T.N. 0 3 2X SOLID DLK'G W1 SHe^R WALL 5CHCp. _ \\ 5eGURCp W/ (1) 12p ry 12P COMMON N^ILING TOeN^IL eA. Sipe O.G. STAGGER / - 2X CONT. GUT INTO 121 1?p 0 12" OG MIN. h W 51pe 0 12 O.G - 'r'p OF TRU55. e"PLIGe r Q WCD 5TIFFCNCR W/ 5T6236 U DLOGKING P^NCL W/ ROOF (21 2 X 4 W/ 2 X 6 FL^TW15E ^ND NOTE: PR^FT STOP 4 Q T'fPC P1-6 5He^R WALL. -- f IRC bLKG PCR ARCH. LSL RIM JOIST^ 1?I SIMP. ^35 ...�T J I (OR CQU^L) FCR 5CHEDULe ON SHT D1- - - �- �' 11 ^NP (4) 12P 2 X a SOLID DLK'C2 W/ (2) SHE^R W^LL - --- eA. ENP 12P COMMON n^1L"a 0 (2112P 0 7' O.G — - 5HCATH1NG 7' O.G. DOTH SIPC:7 - - �� WeD `:�TIFFeNGRS \—,rjl DL.K'G 12) 12P TOCN^ILS/ j �- DUNDLep STUDS DI,OGK eA. SIDE Y f�HC^THING ATTACH it GUT ?X10 / PIER 5C;HVPULe \-^PP Te nP\ILIriG PER N Z ^DO\/e SHC^R W^LL / �- -� PROVIDE (1) "\/" DR^Ce TOP PLAT!- - -- �" AIRSPi",Ge _ AA _ _ SHe^RWALL SCHEDULE u.•1 evr'RY 8'-O' O.G -r 15 GRe^TCR TH^N w -- -� PLATE N^ILING �- 12P 0 4' OC. `J-F-,eAR W•�\L�- SHEAR W^L.L ' n J *5eG HOLPOWN 5CHEPULf?` 5He^R W^LL - 3+2• - 3+2M �- PCRPCND_ICUL^P `;J U Lm FOR APDITION^L INFO. PERPENDICULAR 8, _ P^R^LLEL > INT WALL TO FRAMING --� o 6 N � EXTERIOR HOL_DO`v�lN SHEAR WALL TO TRUSS SHEAR 0 COMMON WALL ( 7 )-F�'-ZAMING AT PARTY WALL „ • „ — -- ---- - -J 2 o ■■�� Z ..� 3/4" = 1'—Q" �, 3/4,. 3/4" , 1,_�� 3/4., = 1�_�„ � � � MeT^L STRAP PL^Te N^IL'G SCC _j O R ^PPLIED OVER GWD NOT SHOWN (2) 2X4 0 4e!' O.C.- ---- A35 e^. Sipe SHe^R WALL 5GHEp Q 5He^THING / 121 12D 0 12" O.G. MIM J z 0 -� FOR CLARITY 2x4 epGCWIG,e 10p 0 l0" O.C. 0 O - __- -_.-1 116" PLYWOOD TRe^P5 _ GUT HOLES \ GLUEP ^Np 5GREWED 0 24' O.G. PROVIDE 2" MINIMUM �> 0 INTERIOR \ ---HOLDOWN N^ILING - - DE,�RING LENGTH = F- GONPITION 5CHCPULe T 4 D* - - - - U z 5T^IR STRINGER Cn ! ^ T_ \ LSL RIM JL''I5T Mlr'. --- - _ 2 X 4 PL^TF --- - 2X4 DLK G - - - - 0 e^. DR^Ce < - f.� �,l G^DLE END _ 0 p" O G C. SHE^THING ^TT^CH- • TRU55 \ THROUGH PER 5C,HEDULe - -- - SHE^THING / / JOB NO. ^3s e^. SIDE - �, ROOF consrRucrlON L J015T H^NGeR \—TYF , FLOOR �� , - -- - I'aUNDLED STUDS TRUSSES �- bIRD's MOUTH NOTCH TYP ^pp P)LOGKIN6 WHEN __ P•L^TC N^ILING PER 5HE^R W^LL •• --- 2 X 4 W/ (2) 12P 0 10" SHe^THINS - - SHf?^RWAL_L SCHEDULE --2X4 DLK Cy eft SPACE AT IS GRE^TER THAN SHE^THt10 - !___...._. 5 112" MIN. 2X12 912" 0 V M^X. 5P^N �' 48" O.G. W/ (2) 12P E^ END 12P 0 4" OC. \ 7 1/2" MIH. 2X14 012" 0 aJ'-Co" M^X SPAN PCRPENpIGUL^R �SeC HOEDOWN SGr-1EpULe --- FOR APPITION^L INFO. PPL. TOP PL^Tf Cj TO DOT OF TRU�,5 EXT. WALL TO FRAMING 0 INTERIOR +©L_t�01�1N TYP. STAIR FRAMING � TRUSS BRACING ® END WALLS 2 C� --_ -- - 16 - -- -- -- �12 -- -- ---- � - - 3/4 SHEET ORDER: S U F• RED 14198 BARROWS 35 OF 43 _Y ,. 1 f f his notice Ohre, s clearrr than the �UN O r 2 2011 document, the document is of n►ar�inal quality. microfilmed j,f ISI{I {Ijl I{ !{ !{ !�Ijl �l i �; I�Iji;: ► j{i; jllilij! iii{I ;i{ijl� li i Ijl!111(ljill;! I Illjlli{Ijl{1 ilio !�!(jlllll °' - a ,,;+�' INCH MADE IN CHINA ' 1 j!I ! III II (,I' fI !III it !ii III i 1 ! 11 !� I Iii i j'tii ii',i' !iI I it 11 '1" "� 1�:.u , ,,,,I� �4 , 1 I1,Illi�li)�I�lii, f ljl_I�l i,,ll jil!, lilll .l,111!l,.,fill.,,-,! !„f,.,�I�II,.sl,lilll l.11ll�i, i ,lL. I,•. llJnjUl . .I IIIIIIIIi...Ilillllllllll„!„llll.,.,,jjjl,u�ihl{ :,,,11 ,tl,,,,., j I j, TF ,1I,,,.,.L...,,1lli , „tllll,ll„!Il11• :, : i i i I s i I I I� f T _ CXP DOLTS NOT ^LLOulED �' V f -Q —1 ^IR SP^GE WHeN EDGE LM`IITs A OR p Ur11T D c:'tz C e"1TRT' r3�� ^T FIN. FLOOR �-`; x o.I , UNITS D OR � � a" PARTYWAL.L � uN1T ENTRr G ARAVE G^R^of J _ " UNIT ORD S L 5S THhly -1 I ELCV. SHOWN y _ 15 G^RAGE G^R^GE G^R^GE <o plAf�IETCRS Z Cj l'� °i ' ;�j v FLOOR IN FLOUR ° ON FpN. PLf`,N GR^DE t'�e^r1 �- -- 18" c�Rf�De )�e^rl �J STeP i�D.InGEi�IT � � � 41 X121 -- - - - - UNIT�, TOP OF Fpri. W^LL. ^T FIN. PLR. f LIry NOTC TH^T" TOP C� � ' STEEL COLUMN I I Al. 4° • 15 GRApe De^r1 + + " ANP PL^TE �> ° 4 ° o ° 4 °of ° o Is ADo` elottootto h 712' e-TCP G^RAC u iLOOR � - ©Ll � cn � 6" - efiTRY SL^D 4,21 \� t3" ' • ;LOPING -- --- --__ � __ _� O � �-.- _ -- - - - b P^ Y W^LL P WA .1. W � i EP � o i 12 OUT51pE UNIT <>nRAGE I c� I -- _, \ _ 00 5LOPN-IG GONG 3 eNTRY 1 r: FLOOR :1 F^ S/8"r EXP DOLT W/ p PART ' L / ,� FLOOR pR1VCWnY 3129 Di'L_O � I I 2 3/4 110'i. Et'It>Ep�NT (71c frl FLOC.IR e. " " " ED SP^GING PER SHE^RW^LL e E!V.. NOTE o — it SGHEDULt" tae' O.G. i'flN.l60 ill 2, �k `9 3 -Jl-.. - -- STEEL I 14 V) COLUMN --- f FOOTINGS 4 \,\ ANG Pl-�,'rC -#4 a 40'-- ---- - - - - NOT HOWN NOT SHOWti �' " _ �.3 I ►- -4*@A +15 +3� GR^pf' DE^tl ° ° ° �- Z 1'2"EDp �" IN THIS DCT^IL �- ° eNTRr F'ORCH ' ° ° Q W d -_-�. - _ -- - TOP A"f 4" ^DOVE✓ � . •, -' 0 y 0 RCT^INING WALL C' RCT^WING WALL ' 5"� VRIVEW?\ f GR^DE P>(;^M - (pRVr_W^,r ° 4� Z W 0 pRIVeW^Y +� or' +7421 +?,-a,2. DRIVCW^Y 312" bCLOW FIN. FLOOR ;r -Tw - - ; -r • - Q z P7 0 FOUI�C�AT1©1`► STEW FOUN1�f�T1C�1`� STEW U1`�1TS C E1`�TRY 6 \� ---- L^P2'- 'NT 6 Z V) s 43 LAP ?' ?' V) P) — - - --- - ^: 51NGLE W^LL- G: SINGLE W^LL W/ 5TeP 0 -� I Q � 3/4" = 1'-O" 3/4" = 1'-O" `� 3/4" = T-O" _, -__._N — _THICT4-�1C . E W �' 3 KENED D S L-A B 3/4" = 1 " • THIGKeN LOCALLY ^5 Rr,001RCp FOR W w HOLDOWN DOLTS TO ^LLOW FOR 3 " UNIT e OR C CNTRY � UNITS A OR p GOVCR AT DOTTOi'i OF DOLT. � UNITS b CR G � V) � GARA.Ge �c�nR GCD *3G, I• 15" _ GARAGe HORIZ. ^t'ip VCRTIG^L � � W /1 • +,5` STEr'1 W^LL RE'M PEI? _J STeP 18' fR^DC be^r1 8" �' GR^DC DeAM -- _ — — �-- +0 2 a H^ NOTC5 ON P1 _ — _ f !� J N � � ' " —Note T T Q _ W 5TCCL COLUMN +7+2"•� TOP OF GR^pC Ph , l► Li 1,.,H I 3._O. Z r-• 0 AND PLATO DCAI''I IS ADOVe plrl PT SL0F f W11, i 1.5 H L^P 1' <0 0 G^R^GE FLOOR W J CNTRY 5L^b -- ---- . (1) #4 ^T DOTTOr1 p -� G^RAGC �' OUT5IDC UNIT u FLOOR M CNTRY - 12 I 1 13 1'-<c' OF 5TCr1 W^LL z 312" DCLOW 3 ��L OPINc� CONG. 1 a I FIN FLOOR VRlvew^>' �=Lo�.�R -� " Goof- � (2) #4 CONT -- .x " FOOTINGS FOOTINGS - -. -- g" I = Q < W QO + 2 NOT SHOWN NOT SHOWN +15' -4"0^ 1?I #4 �� THIS DCTAIL Co" 1'2"EDD-� I J O qL +2'..442" % 580p '` w' RCT^INING W^LL 11'@A ReTAINING WALL +�" pRIVCWAY DRIVCW^Y +2'-4'2' +7 2 Q E!!E V A T iO N p11�1eN51oN FoIN T ; W Mc FOUNDATION STEW' �(�4' FOUNDATION STEP 10 THICKENED SLAB _ _ � 3/4" O 3/4 'f -O 3/4 1 -O 2 STEEPPED FOOTING ----_ J 3 NO SCALE Q UNIT D OR C CNTRY UNITE- A OR D i P^RT 1'W^I.L 't UNITS D OR G UNIT ^ OR 1: 2 v G^RnGe I GARnr�C —I E— - GAR^GC ( , I GR^DC DC^r1 -� 1- - PARTYWALL � �✓ _712" 5TCCL GOLUP'1hi 4" 4 44,10 TJI FLOOR J015TS J AND PL^TC P^VING co Q TJI DLK'G Dirt PT' 5LOPC AWAY 2 �< c'� l0 SLOPING I : N SLOPING 1J 41 I .'7+2• G_AR^GC +O'-O" FLOOR _-- TOCNNL a cacti OG I I 4• UNIT CN"ERY � FLOOR 12 5L^D ^T 3'2' - eri( PSL HC�CR ON t-- SURROUripING • ° DCLOW INTCRIOR �H 5TCCL COLUMN I WN_L f=R^ 11NG - 4 • 3 FIN. FLOOR NO STeI ^T ^ UNIT 1 AT ^ UNIT -J 3 ` +�o" AT p UrIT --- - I,_8• I L—i� 12' rr- (2) #a CONT -� c , 8N 11+2' DRIVCW^Y .,�c --* �3 41 — _ ,., 3 FRAr1ING nROUND 3 5TeCL POST • FOOTINGS FOD TINGS '1'2" `� NOT SHOWN `iOT SHOWN - - -- - L - NOTCH HP^PrR FOR L) -----_--- -1'2"� '�- WALL TOP PLATCS -� � r 1 3 DRIVCW^Y WOX211 V GONG WALL. --_ j V RIVEW^Y PSL HC ApeR o 1 � z FOU1`�t�AT1Q1`� I�ET ,II.- FOU1`�I�AT101`� DETAIL --- C J � �.-�A ?AC.,. E A�'�ZOi`� -' ° �' M �IMPSGN �/ _-_ -- .._ __. s 6\ / ule X 211:'LUMf1 3 I c --- -- --- - --.._ _ __-_ �s ■ 3/4 = i' ,;1 3/4 = 11-011 � 11 1 11 z ,�/4 1 O SECTION � ,4" HF^�?I✓'p STUDS 4 1'4'X10'X12" D^51' le FLOUR FRAf"11Nt.� � fSLOGKING ----j z U r ` r -_WOOD HC,^DOR F _T 0 0U - 5TeCL GOLUr1N FL^NGeS>- WCb I _ - _ GONNCGTOR �n 4 M1 1'a"X10"X12" D^5C iF! I 12 I I r CONC. nRl°�Ge W/ (4) 24" Pl^. X 15" ��;� I ^ FIN. FLR, CLPV I 3 I 5ThCL COLUr1r1 Q FLOOR Hr,^P17p STUDS ,4M (9) #S TOP I I I I I I I I I I I I I 12D 1,21) . ,� I #S f rYP.I -+-}--I-_ }4 1- (- -1- 4 FpN C. R. I I I I I I I I I I WALL I � 3 ITYP.) '� f 3) #S DOT. _ 4- _�-1-�� _��_ , i I ENTRY FIN. FLR f?LeV I �L^b Joe NO &M . i 3" GL.P^R #3 TIES �o" O.G 14" - I - -� - - - (-_ -- --� - — - - -_-- -I t-T- -T -r T--- 1-1---1 -► -T -T ITS; 98-12 0FTI(_)N/4_ FOOTING OPTIONAL FOOTING _ GR^pr bf?^rl 12 NOTe: FOOTING IS NOT OPTIONAL FOOTING _ � 3 riCGfff55/"FY TO GRADE bE^M DESIGN - MOMENT FRAME El._EV. /( CANTILEVERED STEEL. i�OS7S 0 B a C UN17S _ � � -- " - --____ ---____ ------ Vl,'(- 98-0569 1 2 �• 1419813ARROWS 'i/2° = �1-O" E1., c =11-01, SHEET ORDER S U F- f-�E L� 36 OF 43 If .this tiolice appears clearer than file SUN 0 7 20 decumenl, file document is of marginal quality. micrOfilincd fAq i�lli(lIIiI !Illili� Ijlll i III�I� I ill �...� �{ II �III IIIII� I� ! ! I,lli tIt ! i ; _� iLLIi Till �,.:i i I i .{�.� Ili illlillf r INCH Muir III C1�INA i I , 1 , { j { Jill i I ; ,; -31 (II�IIIII;Ii){!! !I 11!!I IlI) _11 III�I!!�!!lIIiIII! Illi{I li!l�tl 11111!{!II (lIIi{ ilitl!!It!I !�Ifl!I lif. 1!!1i 1 11"I. {;)IIIA 111,1+1 I„1,1 I,Iltlt; III ; 11110 1 1 -.lL-_4,_. 's- 1 , .. tl ... ... +pq{yl,.a.ad:lgl .- .... . . ,a .w, ..,. ..,1. ..,. . ..-.,a. . .rw.t....,.r• -. ,a .. ._ . ,., .. .. .. .. .-..i4.i. .. .,.y.. ... ,+ .. ... ...-,. ... .. - ,. .. - aT�p4; "Iflt wu Jr !i191"�+E",n �w ;timhCv t 'squla r l.a�a" ,' apklrr, C:i "-r dMG 1 u ' , ' t ; IN�uL^rlol-1 �.^FFA e TYP. EXTFI ioR ---•T W,N-i_. CONST I 10 I - TYP. FLOJR — 2X4 DIRDDLOGK VENT q I - GOM5T. - -3b GOMP051TION R .= C?PING I z / ��VeR ROOF ��Hf:A•THIi`iG G^N6 N^IL T Sae �T 24" CC% R-38IP15UL^TI0r'•l J 0 in , 005CC /DZ O r. 12 I� 0 I I TRU55 TAIL - ' � 00 ,R 21 11 t ULI'— - 2X8 i I i W GUTTER 5 " v V) 2 L^YER5 d TYPE X GWD I 1911 4 F I _ -TYPIC„xL ^ EXTrRIOR WLL I I- H Z HR. 19)4 U D.G 0 1'�1DLe 7-G #21 Z W 0 Q � Z ( 17RC��JF EAyE _ _ _ �� ROOF/CEILINGm _ ° FL.CJOR / WALL t�TL_. _ SECTION 1 1/2.1 11-011 — -- •ECT10N I� •�— $0 = 1----11 --.. --- ECT1 N o J 1 < 11/2 1 5 S O u, 1 HOUR R^TED DLDG`r,_. MCN RATED W • TYP. CXTCRIOR W^LL GON5T - - NOTE: 5Ht^R PLYWOOD WHERE INpIG^TEp (A W 10 4 I TYP. FLOOR CONST. - 1' T^Ke5 THr�' PL^Ge CF THE GYP. I �iIpINC� OVER 5e” TYPE 'X'' 5Hef�THING. NON R^TED W^LL 1.3 � 0 � W I GYP. 5HTG., 5Hi'^Fz PLYWOOD 51PIINO OVER 7/10" J U) z 1 1/6" FLOOR 5Hr^THING WERE INDI<:^TED 05D 5He^THING WHERE IINPC^TED Q r- W I ieT^L I --- -- -- - ---- W Z � m - Q O I 4CT - /a' ,X, —T - - - W 2X10 TRIr-1 XT. GWD ! " J 0FFIT ? X 12 ^T 17 O.G. - z R 21 0 \ �\� \ /I D^TT'�N5 �TIUf 1� o PROVIDE R-25 "5,UL. ( j 1X 3 - 2XCo T 1 OVER UNHe^TPP51'e UNIT 5T^IR4)( --" _ FOR R15ER co8) 2410 �A.N�D rRe^D ? /\' 1 L^YeR 5e" ��wD ® �" OwD OVER I s � / r r .JN-p^TEp bLpG ,. e TYPE X vWb ?X 5TU17S ^T 1C0 OC W t L^YER5 6e" TYPE X a OVER 2X 5TUDs/ Q I 1 HOUR DLP05 ^T i61, OG 11-- O ^5 INpiG^TCG' � _ � ■ � 1 HR. G^ FILE # SECTION WP e�'S INSULATIONS AND ENERGY NOTES Mc PROJECTiNG FLOOR i STAIR DETAiL TYP. EXTERIOR WALL_ �°tion - d Doors � (Z All Insulation materials shall be installed according to the All exterior doors or doors serving as access to an enclosed 1 1/2" = 1'-O" SECTION 1 1/211 = 1'-O" �� 3" = 1'-0" FLAN manufacturer's Instructions to achieve proper densities, and maintain unheated area shall be weathersi ripped to limit leakage around +heir C/) z uniform R-values. Substantial contact of the insulation with the perimeter when in a closed position. UJI a 3 Lo surface being insulated Is required. The thermal transfer characteristics r1f insulated doors shall be Where required, insulation shall be installed with clearances determined per NFRC 100-91 2X X TYPE 'X' GWD OVER -----,� according to manufacturer's specifications. Insulation shall be 0 25TUp5 ^T 161 O.G. Installed so that required ventilation Is unobstructed. For blown or Whdows: Z poured loose fill insulation clearances shall be maintained through Glazing U-values shall be determined in accordance with - 34' T40 PLYWOOD 5UDFL0OR OVER I Installation of a permanent retainer. NFRC 100-91. TJI'S ® 16' O.G. Windows and SrD shall be double glazed vinyl type with the 'J-values — —�- a1 indicated on the unit plans. � W ' \ UNIT r 2 R-15 slab on grade Insulation shall bo Installed inside the foundation Windows shall be furnished with outdoor air inlets as indicated on U-11 a wall, and shall extend downward from the top of the slob and then the Unit Electrical plans. Inlets shall have a controllable and secure horizontally beneath the entire slab. This occurs only at units E and F entries. opening and be capable of a total opening area of not less than w Q 1 four (4) square inches and tested by a nationally recognized � RI'?S/, R21 GCIWI S b^TT Ir-iSU TION standard or approved agency and located to avoid drafts. Inlets j b r IN, Ula^Ti Crawl space foundation vents shall be placed so that the top of the shall be screened or otherwise protected from entry by Insects, leaves, vent Is below 'he lower surface of the floor Insulation. When or other material. --- foundation vents are not placed so that the top of the vent is below the PUC,T 117s" TJ lower surface of the floor Insulation, a permanently attached baffle Roof/Ceb,ogs: " J I--,' PROVIpe '7/16' 05b shall be Installed at an angle of thirty degrees from horizontal, to Roof/Ceiling Insulation Open-Blown or poured loose fill } e TYPE X `. owD DETWEi_N 5TUD ^Np divert air flow below the lower surface of the floor insulation. insulation may be used m attic spaces where the slope of the ceiling Is FIRPT^Pe ONLY G^R^GC OWD WHFRI% INDIG^Trp A ground cover of six mil (0.006 inch thick) black polyethylene or more than 4 In 12 and there is at least 44 Inches ~ ON 5TRUCTUR^L PL^N�E,. approved equal shall be laid over the entire surface area of the ground of clear distance from the top of the bottom chord of the truss or LU 2 L,A.YeR5 SECTION — within crawl spaces. The ground cover shall be overlapped 12' minimum ceiling jois! to the underside of the sheathing. When � 12" TYPE 'X' Gwb -----� �`R^�'e at the joints and shall extend 12' up foundation wall. w ° eave vents are installed, baffling of the vent openings shall be FIRf?T^PE ONLY 1 HR. IJbG ( � O 1 HR.- NCR-200 T/LADLE 7-b provided so as to deflect the incoming air above the surface of the �./ 1 0 LM ^55eMDLY C-24.7.1,3 Floors; Insulation. Baffles shall be rigid material, resistant to wind driven Q LU T' -- T Y P. G A R A ,GO E Floor insulation shall be installed in a permanent manner in moisture When feasible, the baffles shall be installed from the top of UJ15 z. MaFLOOR OVER GARAGE '� T O UNIT W A L_L substantial contact with the surface being insulated. Insulation the outside of the exterior wall, extending inward, to a point six I Cn supports shall be Installed so spacing Is no more than twenty-four inches vertically above the height of noncompressed Insulation, and L \ 1 1/2" = 1'-C�" 3" 1'-O° PLAN inches on center twelve inches vertically above loose fill insulation Baffles shall be in Z Floors separating conditioned space from unconditioned space shall place at the time of framing inspection. :Ehave a vapor barrier installed. Vapor barrier shah be installed on Where the ventilation space above the insulation is less than an J Q Q ~ piM. PT. the warm side of the insulation. The vapor barrier shall have a one average of twelve inches roof telling assemblies shall be provided with 0 Q NOTE: gee eNCRGY NoTe5 NOTE: wee rNERGY Ne_,,re5 perm dry cup rating or less (i.e. four and polyethylene or kraft faced a vapor barrier having a 0.5 perm cup rating or less. Faced batt insulation � 0 TH15 5HerT RrG^RPI-10 THt5 SHeeT RrG^RDING p111 PT - -- - material) The floor sheathing may be used as the vapor barrier if where used as a vapor barrier shall be face stapled 0 U 5L^P� Ir15UL^TION - 5L,/^\D IN5UL^TION I rated (and so stamped) at one perm (max.) Otherwise place vapor Vapor barriers shall not be required in roof/ceding assemblies 1 I 942' GONG SL^ barrier on top of joists before placing sheathing. where the ventilation space above the Insulation averages twelve Inches 11► #4 TOP (>^R --� I I �•-� or realer J 1 Cn P.T. 2X4 -P.T 2X4 Exterior Wills g Vapor barrier;; shall be installed on the warm side of the �- 5L^b - 5EE `9 roll rift 1. SL^b - 5ee (1) #4 TOP D^R d o All wall Insulation shall fill the entire cavity Exterior wall insulation. FDN PL-^N FDN PL^N c cavities isolated durin framin shall be full Insulated to the levels Q -J -FIN. GR^DF' - 1---_ 9 9 Y 4 a4 4 a o 5L^e� ^T 4 a 4 d a 02' r A a of the surrounding walls. All faced insulation shall be face stapled to O Irl. GOMDITION MIN ��- avoid compression Fireplaces shall he provided with each of the following. o" FIN. GR^GE - 4" 4" Kc RIV^POR I'11^RRIeR Walls separating conditioned space from unconditioned space shall a) Tightly fitting flue dampers, operated by a readily accessible #4 SL^b ^T a -1_, OIP 1N5UL^Tl0N have a vapor barrier installed. Faced Matt insulation shall be face manual or approved automatic control. _ 10" r1oRlZ _ J 5111. GOMDITION �! stapled. Vapor barrier shall be installed on the warm side of the b) An outside source for combustion air ducted Into the firebox. �- insulation J O B N O. MIL. V^POR '! -= a 8 #5 ® 1�" VCRT b rill_- V^POR -� la 3" 1 #5 �D 15" VeRT. The duct shall be at least six square inches, and shall be provided with b^RR1�R ---- � '' - an operable outside air duct damper. v - --- #4 ® 1C%' HORIZ. Air Leakage 9�-12 / I c) Tightly fitting glass or metal doors, or flue draft induction a a a A _ � ,. d � These air leakage notes apply to those locations separating outdoor fan or as approved by the Building Official for minimizing backdrafting. GC11P^GTEP FILL ., G011P^GTrp FILL,--" , 41 a ambient conditions from Interior spaces that are heated or mechanically d) Include elbows for offsets to framing as necessary. V^POR b^RRIrR d Exterior joints around windows and door frames, between wall cavities #4 GOVT. 4' FT�O DR^ 131 #4 GOVT.IN 4" .FTGDR^ R-1S INSUL^TION 4 IN � and window or door frames, openings between walls and foundation, 131 -� RIGIp ---� c --16" I 1�0" - a between walls and roof and wall panels, openings at penetrations of utility - services through walls, floors and roof; and all other openings in the building a envelope shall be sealed, caulked, gasketed, or weatherstripped to limit air Mill F2 leakage in a manner approved by the building official. 20 SLAB/FDD. 0 B � C �6. TYP. SLAB/FDD. ii`ESUL.ATED ENTRY SLAB N _.-- — ,_-- .. - - ._.. .3A R SECTION 112 " = 1'-O" SECTION 1'' = 1'-O" SECTIONS GHEET ORDER: S U E R E a 141981?;nRrzraws 37nr41 if this 11O ic'e ,IhpeaI.S cleaver. 1111,111 !:Ie JUN 0 Z 2000 d ument, the cloc•umeW is of iiiamgival quality. inicrofilnled ; if IJill IIIl;IjtVT(T{TCIIt�l�lii !j!�I�! I�!jIi! :s� ii I��'rj , ' jli it iiiji i i{iii{iil� ;i 1!Illilli Ijiilil I !!i{I i�ijl{i I{ i; ji1lIII i INCH�4AA0� IN CHINA I•,.• I I I11 ') 11� �I;i I ' I iii; I Iii' Iii Irl iI 1 1 rill 1 nolo 1 rill 1 Ili ILIIlIIII{Il,li{Ili.l!{11111111,,.-: ;•�f llllL�1L.ul111.1L lilltuLill I....11Il.0111-i illt�iliilllllll,itili.4;1 Ill illillnl... l ill•:,Ili...Illiilliillil..,tillll..llt�llthi,lllli,•llUilll�li,ll{r �lll,�',,,11 ,II„ ILII„ I,III„il:,,slilillll1111t;I11Ulilll 111I11!Itlllil I i I j i A J$ u I10 I it I ` 1 A I T • I�V UL ^PPROVCG f I'M CAULK UPC)(- �ROUNP PI" ! ry�� v 1 TYP. B' I: r7�r1 r.%f r�Farly UL WL1052 13 3 M- 75".-_7 ll _ T A ! r E5TOPP TYMC/V. MOOR rIRCSTOPPwG GOI'1STRUCTIOM --� '' C�t�h•h'1�1C.-' 2- 4 / — T 4 T A �' TYPICAL FLOOR T A CO"i5TRUCTIOM Tr. Of PARTY WALL'' 4 � fl"\ 1 1.^YCR5 MOti-DC^RWtb ^� DC�Rrri: SITUATION — SITU�T4 PARTY WA. L. PARTY W L.L. ,�,� A,T S�TEP�'El7 FLOOR � AT FLOOR _� 1 1/2' : 1'-O" SECTIOty 1 1/2" ■ 1'-O" �` ! j I-LC 98-0569 1419F BARROWS 38 OF 43 JUN a 2 2000 r� _ .• ,� If this notice appeal clearcl• than the dOcumeut, the document iv of marginal y'lalit� . Illll'ftllllilll'CI �.,� 1i—►I�il_—lj _�-- � j'l�II I ! !iIII�iii! INCH mmw IN CHINl.f�.1fI ; i!ihli! II; l ,ii(i�•l.�rl ;i IllIlInli jl1 jl11_l1 i,ll_ji1l1lr1jtl I 11 I�11j1l1�jiII�lr iIllljr 11-i11i!1 1 i!�!!!jl!1j�I!l!l`I!l!�I!illlillrl ' .Iu ' iii 1l.;.' ! iiliilllll1f11jfIIIIHI!jlllli!!!1111!itt!!jltl!!!I!ljllullhlji�r�lllir,:,,rlllrijr,r,.,HljLrrllrlllrrl..,llLrlr# 111 II I. 1 1 II II 111 III iiir�i i ' I lIIIIIIIiiilrr!lIIIlIL�JIIJ,VIII.,�IIi�I_I�jlll�Il. .11lll!!I! IIII.,,!! ,,.. .lf,� l.� III llffri,..li!!.. ..I,III,I . r r�p i i I I 1 • i I _...,........... f. 't - dR`�.' IZ9N.7ANMifr1'f Wl'h' ^ti li"wN,E F! Krt 3 C�.Ih e. ;eS,11l�CQ�AV"7>K: :�4K13;, iAKlr- 'lw-ft_„�. .n. 1 rv:4r� x' asli.e. 'v'`• M's '.WP.�.,. .. �� .r .:t �h _ {tS�7 t _„ C^RRY DR^r=TSTOP TYP. CXTCRIOrz za' T40 PLYWOOD TO ROOF 5HTG -- -- -f-- W^iL AT PER G!D5 VINYL SIDI G^O^GE� ^ 2X4-5 - I TT^GH 2X4 S FRONT 4 b^GK TO NON-Rer'IOV�I.t' C^bINET ^f'P C^NTELeVER 5e' 'X' GYP. 5HTG. 6e' 'X' GYP. 5HTG O/ 1 OUT OVER RCMOV/AC>LC --�_ MRCT^Pe ^L-L IOR 05b OR DOTH) G^>IIf°T. 0N5UPPORTt=D ? X 4'5 ^T 1�i" O.G. �e JOINTS 'X' � W/ " 1-YPE 11ToTJIR-30 GWD AT INTERIOR I 2XG W^LL WHeRE NOTep 1 c� G^bLe TRUSS R-30 I 'a JL_ IHPUsTRIE5 0 in MOM, Fp 22X'30 ! �� 0 DUCT �- \ - FIRE R^TCD 2 X 4 PT FI_^TE _ ---� a �:�� ' 0 -0 - ,. -- ---- ----._ a ! s a n ^cress Ph,IL I M^IN p WOD r lu TRUE v^R^GE r�� cc Gx, l `� c�Ui�RTER ROL�f`Ip Z-3 4 % L FLOOR Vow TYP. 120OF/GLG. - -= 12' TYPE! 'Y' GWb p z 4 2 a GOND TRUGTION � IIIA~11111 W < 1 HOUR 4 P^RTY W^LL FIReSTOPPING TTI!- -I v Z Nr-R-200 L3 P^R^LLEL TRUSSES 2 L^YER5 6d' TYPe x GWb l 5 _ _ ^55EMC�LY P ? Q - ^T 51f'1. CONDITION W SECTION Q Z B TH COUNTERTOP TYPICAL TJI FLOOR '� WALL/ROOF ..�E'7A1` ATTIC ACCESS z m � � M I, 17 EXT. GARAGE#�A G E kl_ A L L_ _.__- o _� _ ,� __._ ---_-__ _ _--__- _- ___ __ _ ____ _-.. - g -___- ----_---------_----- _ _--- - 1 1/21' = 11-011 1 1/2" = 1'-O" SECTION 1 1/2" = 1'-O" SECTION \ _. 3" _ 1'-O" SECTION Ila t- " — _ _ __----------_.__._-- Q 1 1/2 1 O SECTION W � � r.. - _-� � ^L50 5CE STRUGTUR^L PL^NS ^1`P I W W 2` pfzT^ILS FOR SHE^,R W^LL (n 1X3 TRIM WOOD ROOF SHTG. O w r. < 2X6 TRIM 6 SIDING GYP 5HTG. P.O.S. 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JC�I3 rJc�. n p \ C90 �_ I 1X3 TRIM 7v"'12 4" GUTTER 2X.3 F^5GI^ 1X�n TRIM 2 4 '� ' r,'4" Mp0- \ .SECTION vEN i ED —34" X 612' TRIM - -- 1xry WOOD VINYL e S/4Xro F^SCI^ -� o PARTIAL PLAN TRIM A SOFFIT \„1 G OC 1X3 TRIM OVER ELEVATION � 4/34" MPO PLYWOOD sEcT,or+ �,_'- n . Hr, T R E L_L.I S o - P05T DfAYOND ( .4 RECREATION BUILDING ENTRY GABLE TRUSSED GABLE 11/2" = 1 _O" � _ -- - - SHEET ORDER: S U F R E D 1419R f1ARltc)Wg 1° = 1'-O° , It 0p � 41 OF 41 If ihi.c notice appears dearer 111,111 the i U N 0 2 2000 document, the document is of mars;inal qualify. microfilmed ed r IIICN ' tKAM IN CNIIM �i' 3 I rT _ I r I% ,,� ! ! ( ! 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