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Plans (2) LEGEND: °s SANITARY SEWER Pacific STORM DRAIN Community • X _271.0 )0( XX XX XX - XX zbe.o I —w WATER LINE De51gn 104.9 266- -- MANHOLE z gad OR97223 et _ -- - [T[503-941-9484 -400•�01 -41.��411; a�0s�a. _��� ��.�o�a�� _ _ CATCH BASIN — — _ — — - -_ _ 17.58'�2?� - =17.59 — — / _ _ DATE. 05/08/2019 1- ---L----- - —270 — S —� I _ ��/ - STREET LIGHT NO. DATEEVI DESCRIPTION - - - - — I� `^ — -- -- - - - SUSPENDED- - 2r4 - - STRAW WATTLE PERIMETER 2 9 \ DECK _ � EROSION CONTROL � ?O zaor \ - _ - - _ _ / _ _ ��S\s 111111• FLOW DIRECTION ARROW --287, . BUILDING: _ j/ __ \ �j6 v STREET SECTION, SEE 6065AR SG _ - /�� CONSTRUCTION DOCUMENTS _ FF=288.5 / �� p `4-82- -_ ---_ ` \\ CIE COPY 228 _ ` -- 227 ' SETBACK SUMMARY I'I 1 229 / f -\ \ FRONT SETBACK: 12' N �'.9 \ SIDE SETBACK: 3' / 2$a 7 IY1ST�p(°t p(� �� 0.6T EAVES _ 0.6T EAVE \`//'' \� STREET SIDE SETBACK: 8' AD 13a�(y �� `�� N �n FRONT GARAGE SETBACK: 20 2 r� SUSPENDED - - - --/- 9 (_ 8, _ ` \\/ \ FRONT PORCH SETBACK: 8' ci GARAGE PORCH 4.18' '8 REAR SETBACK: 15' P&E/3)0S49 286 I -- — �" \ \ ;i \ REAR COVERED PATIO SETBACK: 10' oI- `16.00' / ,0 1 ---' '---- N )" \ .> \ 287 L_. .._. . �/ \ / 25 68' — _13.22 -— �qs, _ LOT COVERAGE: y—� 15.6T- / �. ..? / RIVER � _ "'� �\co LOT AREA: 8,109 SF g -1 -391 + j \ �d TERRACE � .� ta7 /, `,- , -- 284.6 „At \� 1 ®!®� BUILDING FOOTPRINT: 3,299 SF EAST NO. 2 a 286 4 r j " "I%NV-*Au 44:: .`1A, \ COVERED CH. 65 SF PORCH: ,•�'=V � � �� � \ COVERED REAR DECK: 330 SF O \ WATER h1Ir \ �I 40* , \ CANTILEVER LIVING SPACE: 0 SF LOT 228 METER (2) KATSURA TREE/ , • `- s. CERCIDIPHYLLUM JAPONICA \ \ " ---l-._- .._. y \ i TOTAL COVERAGE. 3,694 SF PLOT PLAN STORM LATERAL SANITARY LATERAL 1 co / SW .16Lo 5TH AVENUE ` '\ SS � \Q i VI ' '. I IMPERVIOUS AREA: 0 SF 1 a- `O E.. V 0 : > Y OF TIGARD POLYGON NORTHWESTC (503) 221 -1920 � road� by planning3 395-064 (36 2 S 1 W 6 PROJECT NO.: CONSTRUCTION fi (/� TYPE: CONSTRUCTION O �-" `�• T (� SCALE REVIEWED 6v: PRE LOT 228, R-4.5 (PD), STANDARD ntaaIs. At- 1 Lo RIVER TERRACE EAST NO.2 Q 13244 SW 165TH AVE INCH=20 FEET Z LEGEND: /'^ -s SANITARY SEWER Pacific Commtmity X _z71.a )O( XX XX z�o ( —SD STORM DRAIN Design —w WATER LINE 104.9 12564 SW Man Street 266 MANHOLE Tigard,OR 97223 -- - _. - - _ _ - - __ -_ -- - ��. ' �, - CATCH BASIN m 03941-9asn s 27p. '-— DATE: 05/08/2019 — — I , .. . --_ _ - ___ �---, — REVISIONS — — — �/ - - STREET LIGHT NO. DATE DESCRIPTION w -SUSPENDED - - 274 STRAW WATTLE PERIMETER _ Y �� EROSION CONTROL __ 280 _ ilo• FLOW DIRECTION ARROW - -- - �28 __ ._BUILDING: _ // __ -- �, . © STREET SECTION, SEE - .__ _ 6065AR 5G - -- - - N. \ CONSTRUCTION DOCUMENTS - ` `28 . - - FF=288.5 - -- / ` ` . ,,,, ' }, 228 _ / " �. 227 �. '-8 SETBACK SUMMARY 229 - - _ �,? FRONT SETBACK: 12' a - 2s ``IF3.67' — -- —.. _ — _i ��� .9 \ SIDE SETBACK: 3' a` ' 0.6T EAVE f \ :;/ \� STREET SIDE SETBACK: 8' 0.67' SAVE FRONT GARAGE SETBACK: 20' JD - - - - / J i °,� 285_ -SUSPENDED I - I' ti N j, F a ,,` _. -- -- _ _ _ �, FRONT PORCH SETBACK: 8' a GARAGE y PORCH 4.18' r\ y� _` ~ f'f ��i REAR SETBACK: 15' 286-_ i s. -� ''. \ j \ // REAR COVERED PATIO SETBACK: 10' - 25.68' 15 67— -13 22'-A- - & 4 �' ,t \ // LOT COVERAGE: RIVER (NI �.�39 = 4 �� ^ �� \` , \� LOT AREA: 8,109 SF �/ \ .,, 2 TERRACE ? ����rq� ® �+ -l+r • , ` f 284.E `�\\� \ y ®O®� BUILDING FOOTPRINT: 3,299 SF �9� _ -- 4 \ / ♦ EAST NO. 2 z '� 286 4 i 1r 1 10. /- ' \‘,_ '. ii, // 1. / \ �� COVERED PORCH: 65 SF - - ' . COVERED REAR DECK 330 SF o M \ WATER (2) KATSURA TREE/ �', ) \ CANTILEVER LIVING SPACE: 0 SF LOT 228 zwir METER Ili `.s: CERCIDIPHYLLUM JAPONICA \\ t \ _- �' TOTAL COVERAGE: 3,694 SF -. �.._..._.. ._ \1 fly ' PLOT PLAN STORM LATERAL %SANITARY LATERAL 45.6 % SW 165TH.AVENUE . '� SO II } IMPERVIOUS AREA: 4,440 SF 6 _ - I 0 d v 0 "Z.,.of POLYGON NORTHWEST 5033( ) 221 -1920 CITY OF TIGARD PROJECT NO.: 395-061 2S1W6 Approved b TYPE: CONSTRUCTION Planning REVIEWED BY: PRE SCALE CI LOT 228, R-4.5 (PD), STANDARD Date: % v 0 10 0 0. RIVER TERRACE EAST NO.2 Initials: Ai 0 Z 13244 SW 165TH AVE 11NCH=20FEET CT ENGINEERING VA I N C O I80 Nickerson St. Suite 302 Seattle, WA 98109 (206)285-4512(V) (206) 285-0618(F) asolomon@ctengineering.com BULLETIN Date: June 2, 2020 Number: CT-04 Project#: 18055 Project Name: River Terrace SF Attached: CT-04.0 to CT-04.5 Subject: Lot 228 (Plan 6065A(R) SG) — Suspended Garage Revision Drawings Affected: Sheet A5 (Foundation Plan) Description/Action: This bulletin provides response to RFI, design clarifications and/or variation requests for the `River Terrace SF' project located in Tigard, Oregon. Per attached plan and details, see suspended garage revisions to Lot 228 (Plan 6065A(R) SG) as requested by Taylor Morrison. , � INF':� t 60 • :� AA �' tREGOlik WW),A0�£S T . , 06/02/2020 CALL WITH ANY QUESTIONS Issued by: Arnold R. Solomon Date: June 2, 2020 Distribution: Contact Information: Dennis Gaudreault Taylor Morrison Frank Sandoval Taylor Morrison David Burnett Milbrandt Architects K:118055 Polygon at River Terrace (Area 3)1Bulletins118055_2020.06.02_CT04_Lot 228 (Plan 6065A(R) SG)_Suspended Garage Revision.doc Structural Engineers w. sm",OY: CT-04 BULLETIN 5: 6'-0,. 10"1% 39'-51' 24'x24'tl0'FTC 2x1CTRIM OVER PT. STEP FDN WALL PER ♦ . ry, W/(3)♦4 EOTT�I , 2x10 RIM EPP-ALL SIDES 5/560 TO MEET GRADE I y/p11�.. IIk 11 , S {T`�J P.T.442 NOR—I P7.4x12 HDR--- ' E� ' ,0 ~ ALIGN 6x6PT r STEP FpN WALL `POST AB TIP STEP FJ14 WALL1 1 ....L.,„..,.._ PER 5/S60 TO ABU P. PER S/56.0 TO . I I - MEET GRADE MEET GRADE /`J1, 6'T�g. 5'-a]/. 5'-a '� 5'.8✓S I '�a� .-°I;' 6'-1�: " ♦ P.T.'kb J v.-- E I ryO E \ f r-1 r-1 r-1 4,0 HDR 1 FT-7 I- _i. v ----ice+----- 1 1 .. I -- I _' .-. -Ma-F--� LP n�, \ L J L J L J T-wAr J L J _4 P T.1[6 DIAGONAL \S\1 WA4. BRACE Ir 0 1®.e 461 PER SITE 1® _ IWGf a @ COND. 1 18'x18"x10'FIG. r; \ rC POST / Zg.)E*4 0 l T NIP EOGER 6 2`YB 5'-aT/g' S"°T� 6'e%B' 'I I 6•r i ate' b-2%B' 1e'vc 4 - LI r 1 r 1. r 1 4e10 HDR 1 I r 1 r 1 1 1 P.HDR 2 I IPER SITE CONDI I 1 Dt 10 R` 4W TYP LINO T1FEOT 2FERSIZE 1B'x16'x,0'FTG 1 I GOOD *4 EW BCE. r6P.044 E0 BOl. 16 _1 -re I -- \ 1 ® TYP,UNO 560 -- L, p/ 4 I 1B 1 0 0' 0.4T/•. 6.a� s-d�' 6*4 r \ 6<1j.. . e tr, LEGEE \4 - ® --- _ 4`. - JIB IEDGER - 1 L H0U2 r r 1 r-' r-1 r-1 I 4 10 HDR P-r___4 --�-a 4-. i a---i++ - a+ —i e y L J L_J L J STEP FDN 1. I. ® HWi 1 r ® I 1rlF SITE 1 1 PONY WALL �. FIXTUF ES—�\ I WALL PER 1 e� OONp 1 ID ABOVE 5/560 TO 2 I 66.0 BUNDLED _ 7. ---- MEETGRADE STEP EDN 1 -STUDS ABOVE \ \ WALL PER F STEP FpN WALL PER 1-M I ♦60T0 1 FLOOR -NISHED 11 / 5/—S6D TOMEET GRADE i L .r-,oYa 1r 'J 1 T-Ty. EMI V �i . •° Mt $IRA, .N' - FI%iu RE ANOVr lx SIM i .. I RHxe o- F RNACF ABOVE 1 _ - 1 LOT al I _FUR fi 6"4YB ` F ° 6,4Yq ♦ 5'-Dvq' Il `1 1. PONY I rI ALL --'A'AIL--J dill TRANSITION L0�� `rw' 1 rl, . \ I r 1 �-1 r 1 �T 1 \ -TO FLAT SLAB I , bx%1HDR _ 1 6 1�r�---F T --Hal - ..f.�ir I STEP FON }.K® I - 4x4•• _____ ____ m F L L._J L J L_J WALL PER w r -I TOP r r - -STEP FON WALL 5/56A TO D l24 QB_F - } -�1`.MEET GRADE MEET GRADE J. 4'-1r a L+J'. 4.10- L J a.q' L Ja''OY4 L'A v I' 2°FIG.10" -I BBVE SHALLDIED TUDS LAND DEEP FIG WI VERIFY HEIGHT ABOVE HE - \ 3 a BOTT,LW TOP. .SLAB HEIDHT 1- DN TOP TiOF THE 1 GRADING `�4 I DOUBLE JOISTS CRAIYL OWI_ 7-1% L, 4'-10Y4 r -1 WOO' (r(�� 1I 4103 r 76[LV44 r- �i99 I STEP FDN L_ � � I -1..,. _ - _r--f-. 9--F-�'_—_ l —�9.+..._' HDR - rl--'--.4-I-_--_ 'F I - i WALL PER 5/S60 TO T:J L_y.�NC 53A�---J=�O L__J L� /J. L_J L_J :. L_J L_J LT MEET GRADE O]z STEPFDNWALL F • R CPAW SPAC, PER 5/56:0 TF 1 24"..24 1W FTC \ ® 1 SLAB SLOPES Y.'PE' ,. IGRADE" 1 1 W/IDaa EV+BOT . FROMBACKTOAPRON �, t 1 I� d'-1CY0 4.p. 4 10' 4.1y4' W.' 'y' STEP FDN 1-� L1 r' 1 r'�, r.l r I .. c WALL PER -I410 HDR L�-I . L-¢ I - rt1 5/S6.0 TO r IT r T-^ 10-04a &-I MEET GRADE rJ L__LL L J L_-J Ll I 635/e L J 61Ys 61Yi 5'"n. INSTALL CONTINUOUSLY STEP TDN WALL �7 PONY WALL % rl OPERATED MECHANICAL PER S/SEOT�, I O-2Y • YSTEM AT MEET GRADEmI 1 r 1ax10 FOR I I I 1 r-1 THE CRAWLSPA L TOO TOn''J _. __—;_~eµ U �_-- �J- L ---p�l I STHD14 I_ PONY WALL _® I-i 31R1 r1 70 J 7H J 0® ` I I1 11 FIATURES i zu a• SiHPII, __�� 1I ABOVE ______ ___—____ ®' ® ®� i a° I IAA ® ® 00® z1a Wa .Bn'coNcsue rt -'3- 1- 1 �� m �,"-, m®' `. kr zIs1 1 `ICI J —� L. 'jam �I/I I/I IJ ". 20'-3' D' ®6'-U• 1Y-10- 4 ♦ l7.0 CT-04.o J PLAN 6065A (R) SC FOUNDATION PLAN • CT-04 BULLETIN BEGIN FRAMING LAYOUT REFERENCE 1 S1.1 0 FOR SHEAR NAILING SHEATHING NAILING, AND WITH SHEATHING BOLTS PER LAPPED AT RIMSHEARW ANCHOR NCHORALL SCHEDULE (P6 MIN. U.N.O.) SUBFLOOR: EL. 0"--O" III I I.1 . FINISH GR DE `' II'1 ' 11 11=111 IIIII E ijl1 I co °! II_ 2X4 '© 16" 0.C. PONY WALL FOR IT I d / JOIST SUPPORT W/ 1/2" DIA. J—BOLT © 48" 0 C. EMBED 6" MIN. z \ \ \ r' \ IIII II II 1 IIIII SEE DETAIL 7/S6.0 FOR 8„ BALANCE. 4„ / --- / / SCALE: 3/4" = 1'-0" TYP. EXT. FOOT \ G ( SAW\ LU1V3E PEEP . ) CT-04. 1 • CT-04 BULLETIN 10d AT 6/12" O.C. FULL DEPTH PER STRUCTURAL NOES BLOCKING (3) 8d EACH BLOCK PT POST SIZE TO MATCH BEAM WIDTH SIMPSON A24 OR EQUIVALENT • BEAM PER PLAN WITH POSITIVE ANCHORAGE �. TO FOOTING SIMPSON AC EA. SIDE REINF, PER PLAN 200 III� III; \ PER PLAN SCALE: 3/4" = 1'-0" \ TERIOR F3OTING ( sAwv LUv3ER PEP. ) CT-04. 2 CT-04 BULLETIN 10d AT 6/12" O.C. FULL DEPTH - PER STRUCTURAL NOTES BLOCKING 0CT4.2 (3) 8d EACH BLOCK A? i i �1i i i i i i Y 1 z BEAM PER PLAN z 'co REINF. PER PLAN N 4z a_ I I I - - _I 1, PER PLAN SCALE: 3/4" = 1'-0" I \ TRIOR FC3TI \ G (SAW\ LUN3P PARALLEL) CT-04. 3 CT-04 BULLETIN WALL PLATE NAILING PER UPPER WALL: SCHED. FOR UPPER WALL BEARING/SHEAR WALL PER PLAN AND SCHEDULE FLOOR NAILING PER REFERENCE 1 //S1.1 STRUCTURAL NOTES FOR SHEAR NAILING WITH SHEATHING OR`}}PC�B S1.1 AT RIM ORM CONSTRUCTION j PANEL .BREAK. g : 11 FLOOR FRAMING •III PER PLAN --' / I BLKG. ® 48" _ J SEE DETAIL 7/S6.0 FOR BALANCE. SCALE: 3/4" = TYP. :XT. EGGTI \ G ( SAWN EJ v 3E DAALLEL) CT-04.4 • . CT-04 BULLETIN BEARING AND/OR SHEARWALL PER PLAN Ir REFERENCE 1 S1.1 FLOOR SHEATHING AND NAILING FOR SHEAR NAILING PER STRUCTURAL NOTES S1.0 WITH SHEATHING LAPPED ��AT RIM (POLATFORMI.1 FOR ��_ I CONSTRUCTION 111 PANEL BREAK I BEARING AND/OR FRAMING PER PLAN j SHEARWALL PER PLAN ADD RIM JOIST/BLKG. j NOTES: AS REQUIRED BY , 1. SECURE JOIST TO WALL WITH SHEARWALL SCHEDULE o.131"X2.5" EA. SIDE, 1 1/2" MIN. FROM END. 2. SECURE RIM JOIST TO BLKG. WITH 0.131"X2.5 NAIL TOP AND BOTTOM. SCALE: 3/4" = 1'-0" SAWN LUMBER PERPENDICULAR TYPICAL WALL TO F� AV ING CT-04. 5 j4 Bulletin MILBRANDT ARCHITECTS Bulletin n: MA-56 Date: 6-01-20 ATTACHMENTS: MA-56.1 through MA-56.6 Job Name: Polygon at River Terrace - Lot 228, Plan 6O65A(R) SG Job No: 1503 Bulletin issued at request of Taylor Morrison. Suspended garage and deck for Plan 6065A(R) at Lot 228 shown in original drawings as a slab-on-grade garage and concrete slab-on-grade patio. Due to site conditions, slab-on grade garage will be replaced with a suspended garage and the slab-on-grade patio will be replaced with a built-up deck. These revisions are shown the accompanying structural documents (Bulletin CT-04) and the attached bulletin pages: MA-56.1 Details, MA-56.2 Floor Plan, MA-56.3 Foundation Plan, MA56.4 Shear Wall Plan, MA-56.5 Roof Framing Plan and MA 56.6 Elevations &Sections. Distribution Job Site Dennis Gaudreault Sam Scott Client Amy Russell Tonja Morris Struct. Eng. Arne Solomon 25 CENTRAL WAY SUITE 210 KIRKLAND, WA 98033 425.454.7130 WWW.MILRRANDTARCH.COM a MAIN ���� RIMLL FLOOR -�i FLOOR FRAMING PER IGAWIGE R '' AND FLASH. SWING DOOR AT SMANUIM �NSTRUCTIONS. 1 GARAGE 1��I STRUCTURAL RIM' (11X'RFPI-20@ 16'OC IS ■ ■I ►i MaN FLOOR.TO-WALL FLSHING / FLOOR FRAMING PER Og 72+�E. METAL'2'FLASHING W/DRIP FLOOR-TO-WALL FLASHING \ LI © FLOOR EXTEND FROM UNDER / STRUCTURAL p1 1/ EDGE PRIMED AND PAINTED EXTEND FROM UNDER E. I FLOOR MEMBRANE UP WALL ; COMPOSITE SPACED DECKING FLOOR MEMBRANE UP WALL tr'Y11lrl'••'�I�Wa4\111peg WATERPROOF MEMBRANE OVER TT'PT.PLYWOOD- a j III I�STR I SLOPE ET' II_ 11"COFPUGATED T I III;; 11 CONNECTION DETaIs PERFWE PLASTIC LAYER I2w8 P.E.g51 FRAMING PER STRUCi. IIiISUEORROPESSTRUCEb r� A r 1. Dr WATERPROOF II ni II , 25U-411MEMBRANE OVER LAP OUTER LAYER OF BUILDING EARlM WOROSEWl 110D �j I 1,1 ` .MA Way SwISIM ILL'RT PLNNCU'D I 1 PA➢ER OVER FLASHING.INNER LPVER RUNS BEMND SIDING T.<>51593131 FJ1111igppl rtN;@HEgP7mm13r8m. f�M t _ D.T 2x10 LEDGER PER RIPS . ,.. II P-61 Y.'CORRUGATED E� SLOPED L2)2x12 PT UCS S L JPT.PLYWOOD FUR STRIPS TT,, I PLASTIC LAYER 16'OC.PER STRUCTL R.1L I EL METAL FLASHING AT EVERY IAG 2CRTUII aR/1� 0C PER STRUCTURAL ;CRAWL SPACE CRAWL SPACE; le;�,, I ggNG.FPER ELEVATIONS V L L4 SLOPE STRUCTURAL- It III I �� � `SPACE �w`S`A`E �T— LEDGER AT SPACED DECKING 4 . WATER RESISTANT BARRIER Z ASFDADSF - - 3'=I'-P SECTION ��. q nm' OVER STRUCTURAL SHEAR PANELS 5 5 f GUARD L 9T�nF 4R�m fri m ;EXTERIOR; OPEN CEDAR DECKING TFL STEPPED PER STEPPED PER %� FOUNDATION PLAN FOUNDATION PLAN 1�I I��,,,1,1, 2x6 P.i.PLATE b6 PT.PLATE 2x10 FASCIA 1} �li. eriA _ 0= 1I I _ H_5p DIM POINT DIM. POINT tF / 6MIL.VAPOR J SEEFWn76. NP1A SEE FONJLMTgN PIA us III—-'1�L 1I _ BARRIER ? II a FOR LOCATION SPECIE .II° FOR LO DIMENSIONS SPECIflp HEADER PE0.5TURCTUPAL n n ,„: I DIMENSIONS / MIL VAPOR i I DIMENSIONS L 1 1---II(20-11?L� ' �' IIJf• 11 ____ / BARRIER rFF��•Lr _ II PER PAN _ •I TAFA lin 4 0'=1rm1=1= _ _=F - -far1=i(VL1 II =1Arai II. 11. III=HI 1r=191u1(I eN. I=IT=I 1 1 = I 1!U I -1 I I' SMOOTH HARgPANEL�I IEIIm�¶al II Tf 1 4,E I I=II II- 1 0 1(i ,� '1 6x6 PT POST TOP 5 CTON• j 1= 1I=II � __ Y<'xv4'egeNER TwM- I 1 II I I I- G.B P-.POSY v II 11 1 11- - n�I 11=11 1 1 IEIf=u f SMOOTH WERDIPPNEL 1 WATERPROOF 1 II II I=I I�,�n,=,n 1I � 11 1 ����� MEMBRANE OVER _ • 1 L. Le- -1r II�11�I( 1 ( E- e'P.T.PLYWOOD i N 0 11 lh LU�Iw1?I1�,II-�I�1, L.. 1 l APT aor BASE LAN ;GARAGE; _ r i 11 II II -".• T WITH ABLE BASE SEE S SHEETS FCC - m I�(I.� I ?1r 7=L=11- STRUCTURAL INFORMATION 4'CONCRETE TOP STOREY.' CONTINUOU54'PEPFORATFD x • IIa11-0 —1(II • 1 SMOOTH HARDIPANEL pFp�T LL DRAIN PIPE AS SPECIFIED N B 11�I P3 lI I �I I- IC BYE AS REPORT. �„ ^��`1 i1 11�--n. s v -� 1I ( 11 0— 'TI 'or1'' -Ilpl II I-11 II=1 "'�II-� II(. III Ill BASE SECTION e _ _ V 18 BASEMENT WALL AT GARAGE 14 STEPPED BASEMENT PONY WALL 10 REAR PATIO/DECK COLUMN e N SECTION O 1•=r-D' SECTION O T T—O' - c. o 11 Alg SHIMTO PLASTIC CORRUGATED PROVIDE FULL PLASTK LAYER BWJNG EANISTR CTUR PER STRUCTURAL 0 V'.•PT.PLYWOOD � n I POST PER N o STRUCTURAL (Y _ o CRAWL SPACE; Ca 4 to 0 _ �STRUCTG PER ` C STRUCTURAL o Q IT r ' • t. • _11 li E 2 II=P I_II-11�0 II����1� I I II=1 -I III`* 1=1EIIEIIII r < POST AT GARAGE CRAWLSPACE i•=r.B• SECTION 0 CO 4.6 L a I. 4'• FLOOR FRAMING PER STRUCTURAL -y Q• il�i��ii�i��i►i�i� L o 0 c O N w N 26 PT PLATE J I CRAWL SPACE I i l HA 0 i..�> U_ fLYL C I •t TT II• w�! p 0 yI N Z al N F Z II = c C II Ir � m � A O i 'I - y }OILa dr SI PERT. -� I- n P"Q 0 DRAIN ...•• '^ �:>. °• •`a••- VAPOR BARRIER 0. SEE SHEETS FOR • IIIF�II=1" ^ 0 STRUCTURAL INFORMATION ® TYP. CRAWLSPACE FOOTING d B/a'=ra SECTION fs S 1Pi No, 15-03 U SheelRo.. Cc • Sheet Order: A S D R ■ ~-JV.1 NOTES A A9 FRAMING. OWN AT EXTERIOR WALLS mL ZAIN AT INTERIOR WALLS UN O :' I;- 10-4- ]2'-]y' ` R-£t BATT INSULATION ... ".. Oz .. . MANUF.RAILING SYSTEM A•-0" Is'-r ]'�Yz r SURFACE OR FACE ATTACH. t [ i CONCEALED SPACES SHALL BE FIRESTOPPED IN BOTH (—INSTALL PER MANUF.DIRECTIONS . 1 0 TT( J�_ DIRECTIONS r - °-0 rl -I-0tU F 1-09 SE ^=9SY'.94- AT IC'S ONCEBITERAT FLOORS,rip, a. I I el FREELOCHING SHALL ALSO BE AT �- O _, a�Ill EGRESS ` _ INTERCONNECTIONS BETWEEN VERTICAL UL APPROVED TREY CEILING ®Ilo HORIZONTAL SPACE,AT OPENINGS THROUGH CEILING I FACTORY-BUILT DIRECT B FLOOR AND AT CHMNETSE FIREPLACES. ' I I I I I F VENT GAS AREPIACE r �® ALL BEDROOM AND BATHROOM DOORS SHALL BE 11 1 , �I h i UNDERCUT A MINIMUM OF IT ABOVE THE ADJACENT 5 1 IL f 9 L FLOOR COVERING. _ Q A. L h t C S INSULATE AND WEATHER STRIP ALL CRAWL SPACE Deck 12'TIF SURROUND iT ACCESS HATCHES. W/2s TRIM FRAME O Master ��n1IRB6 SNITSIB INSULATE AND WEATHER STRIP ALL ATTIC ACCESS Bedroom "INN HATCHES.PROVIDE MINIMUM OF 30-OF HEAD ROOM .Reb lFnrt md6lmdM1[Amn ABOVE ALL HATCHES pi4,1, n ALL PLUMBING VENTS SHALL BE LOCATED ON REAR ��111] Or SIDE OF ROOF RIDGE. 2'<' B-0<' 6'-0Yj I Great Room �`C �," L r SR ♦SGO SA OPENNG BETWEEN GARAGE AM)RESIDENCE SHAH 79 5Ip A BE EQUIPPED 111Y6'IN'THICKNESS,H SOLID SOLID OORS NOT LESS HONEYCOMS SAFEM OPLE SO 6-6 02=� 31fL_3y2aY] 5.1}V] 6.6!/AJ z o�� �H STEEL DOORS NOT LESS THAN I NW THICK. - jF- n ... .. - -. cp El ND. tom. OR 20-NN FIRE HATED DOORS PER ORSC R302.5.1.1. A 4 m �..// IGA C0 ALL ESCAPE OR RESCUE WINDOWS FROM SLEEPING .. •2' GV ROOMS SHALL WAVER MINIMUM NET CLEAR OPENING } D OF 5.7 SQUARE FEET.THE MINIMUM CLEAR OPENING MOTH OMENSION SHALL BE z1Y THE MINIMUM CLEAR P 1-. SAP �'ng 0� OPENING HEIGHT DIMENSION SHALL BE 29" IC' -4 EGRESS OPENINGS SHALL NOT HAVE A SILL HEIGHT • ` MORE THAN Ar ABOVE THE FLOOR(MEASURED FROM • OH a, v MESHED FLOOR TO BOTTOM OF CLEAR OPENING). - >F W.I.C. . ?: 9. INSULATE LOW ALL GLAZING SHALL CONFORM TO ORSC SECTION I Q, LINE OF Q FLOOR OVER WALLAT .% A F a R30E4.HAZARDOUS LOCATIONS GLAZING IN ALL -- Dining - DORMER lair CRAWL SPACE d9•AF F. I r., DOORS SHALL BE SAFETY TYPE AND ALL GLAZING WALL IM WITHIN A Oa-ARC OF EITHER VERTICAL EDGE m ABOVE W ' WAS. I I 2-NCO( SHALL BE SAFETY TYPE RESIDENCE.PROVIDE USE T HIGH OR THE LARGER NU OF EACH I IN TY id RESIDENCE.U5E6XIGH OF LARGER NUMBERS. I �_ L -_ F I�I � - PROVIDE WATER RESISTANT GYPSUM WALLBOARD aU' I - 'gym] BEHIND TUB AND SHOWER ENCLOSURE MATERIALS �I(�� �]I. TOAHEIGM OF TQ'MINMUM ABOVE THE DRAIN INLET II I i.. �L JF _ I 1 4 9' 4 THE FRONT DOOR F SHALL BE OPERABLE FROM THE WALL BEEOW m INSIDE WITH UTOR THE USE OF A KEY OR ANY SPECIAL 2BMRIN 2-0HIOW _., a KNOWLEDGE OR EFFORT.IT MAY BE PROVIDED MTH SELF QOy'G aRVID LATCH,DEAD ES T ARE OPERABLEECURITY CHAR, Shop y"° v Kitchen s _ PROVIDED SUCH DEVICES ARE OPERABLE FROM THE P MI/H RR FED � g - jl: 1 INSIDE MTNOVT THE USE Of A FAVOR TOOL.ARO ^• MOUNTED NOT TO EXCEED tl'ABIDE THE FINISHED MUd ISi H.N „�' L �- `1O°"' 1°` S 9Y2 Q 1 t Masi-r Bath g e 0.M'ELECTRIC FIREPLACES SHALL BE LASTED BY UL .� 42'X12'WOOD TREAD pgpypy .: OR FM AND SHALL SE INSTALLED IN ACCORDANCE MAX RISER]' ' WITH THAT LISTING. V (ADD MORE STEPS AS SmI i[F�i�3tt1 II RING LL S V • :' '�l --� REQUIRED PER e SITE CONpTON1 SEE A]FOR INTERIOR ELEVATIONS Pwdr. ` 9 GYPSUM WALLBOARD SCHEDULE s-u• s'e,a ss ,� uaY• e sa•TYPE X OWE AT GARAGE CEILING / Hall IA - I Bill ALS Bco 1?GwB AT ALL OTHER LDCATIOxS. WATER NEATER PLATFORM ✓ N^ A. > un U NO. AT MIN.IS'ABOVE SLAB DOWN12Ir IHlit i� Laundry ` :"I > INSULTATION � 11 UPPER ryPO IS SHELVE T , Bedroom 2 F_B d WW1S:NE WALLS'MTH FIBERGLASS BATES OR LCABINET =Lr .L y BLANKETS-R-21 m .-N '' 3 >ff.T2'T55P 1 SSHEE ES LLP�LL FLOORS OVER UNHEATED SPACES.R.30 •' KC[R Linen Y. 2-Car Garage L e ArncsSATISFYHALL THE REQUIREMENTOH OF R<9 WHEREVER THE FULL HEIGHT OF UNCOMPRESSED RaB AT ALL WALLS SEPARATING GARAGE y/ 'TA' 0 INSULATOR EXTENDS OVER THE WALL TOP PLATE AT '.4. 4'I �A _ O y m O AND RESIDENCE CONTINUE GWB IN TO y (7 m L'NDE0.510E OF 0.00E SHEATHING IN I x'-18Y2 t,T. TXE EAVES) ORDER TO SEPARATE GARAGE FROM v Q • -2 - THE DOORS.DOORS BETWEEN HEATED ARO RESIDENCE ATTIC SPACE OR FINISHI ' K UNHEATED SPACES SHALL BE U9.S0. GARAGE CEIUNG WITH e•TYPE X- to o Q GWB.FIRE-TAPE ALL GM �.l- a 111 WINDOWS.ALL WINDOWS AND SLIDING GLASS t eLntryNDOORS SHALL HAVEAU+'ACTOR OF U-0.300R I _ ® N �� ns,BE Re Bedroom 3A uNE OE e ° s•aYi ',I ao s'-r I� aY I 1e.-IY' v I. I� DORMER k + e He th:P,sw ^� gP AROVE4a® p 13 Den/BR 4 "■ �? ®- EGRESS �z QS L .3, 1509 sOHD 01 -: _ M i 0 Tbd T° 3.O�SH 3L AO SX to r, le Porch' - hower v I�B c *MI EGRESS HET�� I I 4 I— E E .• 1 za TlSSH F S.s sX Dz I I I L d t V tte I I I > El g w ].-n- l <.-0- j S-rr a'-zY' °'-IYi a-0<' j 1•a- ! 4'- 'i . O P•-0- 6'-tl' n'.A' 0'd- 1YI -0• C TT •C D RO A VS LLD IA Z 9 PLAN 6065A (R) SG FLOOR PLAN 0 a _� vH--va Q O - ›, 0. AREA SUMMARY ^0 Healed SF Unheated SF i 1l Inside Face- Inside FBAC Li • ELMFloor 2594 SOS C Lob ND 1S•-03 TANI SF 2594 566 ..ne o..:..NA FAN to.BAK Pr.*AN mosmr.o Sheet Re.; Sheet Order: A S D s MA-56P2 FOUNDATION NOTES 1. SEE STRUCTURAL SHEET 61O FOR ALL FLOOR N� 59'-ryd SHEATHING NHIUNG AND OTHER PERTINENT 4 STRUCTURAL INFORMATION. 2. ALL PONT WALLS IN CRAWL SPACE AREP.T.2X4 204 a•-*. 6-0 U--1T/B ,„). STUDS UNLESS NOTED. 3. SHEAR WALL TAGS AT FOUNDATION WALLS ARE •. 24'i24SIO'FTCI� 2x10 TRIM OVER P.T. STEP PEN WAIL PER FOR PLATE ANCHOR PLACEMENT.SEE SHEAR N r l W/(3)P4 BOTT_yL, 2x10 RIM ttP.ALL SIDES r 5/56.0 TO MEET GRADE • WALL.SCHEDULE FOR SPACING. _ ' T 4. WHERE SHEAR(PONT)WALLS IN CRAWL SPACE H -�-- --��•---- ,. REQUIRE PLYWOOD.IT MUST BE APPLIED TO ,-�,I7 pT.px12 NM 1 PT.4x12 FOR I PS ill / �- SOE SIDE OF OD S WALL WALL THE SYMBOL /1➢\ I- J ALIGN W 635.TT It sT\ 1 E 1 STEP FDN WALL _ i, SOME PLYWOOD SHEAR WALLS FMTREOUIRE ® STEP , OR 3X STUDS.SEE SHEAR WALL TABLE On POST AB 1 ttP• • STEP FM,/WALL I _ `MEET GRADE SHEET SI,1 ��/• PER S/560 TO MI I h r 0 0_� t S. ALL WOOD IN CONTACT WITH CONCRETE OR ABL166 'PJ \ MEET GRADE T I - EARTH SHALL BE PRESSURE.TREATEDANO ^ ^ A 1 4 h I t e f t 5 STAMPED BY AN APPROVED AGENCY.ALL 6'-2�' S'd]/B 5J]/B 5'AT/8 I 5' j 5'J2/' l EXTERIOR COLUMNS.BEAMS AND JOISTS P.T,tx6 PRESSER-T EATED.WEATHER SHALL BE / •'GONALg DR(4 pol qgr TAN?IA PRESSURE-TREATED. D O f \\ © 1 B. SEE SHEETS SBA FOR TYPICAL WOOD FRAMING 9 r—1 r-1 r-1 4x10 HDR I r—r r-1 • PM I MO 71722 DETAILS.NNCER _1 / --M-B{ -�0-{__-r--{_s•i T'r-PONY M R 675.02 MO T 924d5E:101 T. HANGERS NOTED ARE SIMPSON STRONGTIE, R B/ \\ �` -+�- A�-H LI L_J L_J L_J L_J L_J EOUNALENT HANGERS FROM ANOTHER / PT.1xBRACE DIAGONAL �W BEN ibi9MN�tk ITEM. MANUFACTURER MAY BE SUBSTITUTED. BRACE XO „ - -1 A ON FOUNDATION WALLS:FOR TYPE'S SHEAR �Zv PER STE C WALLS PROVIDE AN EXTRA ANCHOR BOLT EACH o //� SIDE OF VENT. ALIGF AV 710 \\ COND. ® - A�l�ll `u(�! 9. PROVIDE i'PERFORATED FOOTING DRAINS AT SIB 15Y18Y10'FTG ,� ` V PERIMETER OF ALL BUILDINGS. r POST V W/I2)Y4 g P T 2r12 6\2 S'd]' S'JT/0 T. 5.-0]. 5, -jI •. fi. \ `� ,� 10, STEP FOOTINGS AS REQUIRED TO REACH FIRM II / BOLT.EW a LEDGER \ /B 4 / /fie �. CAD PAN BEARING P SEE VES P RO VID, ;' •3 11.FREE AREA VENTSST SPACE. ]2500_IN NET X' r—1 r--I r--I pxtO HFR I -T r 1 M FREE AREA PER SILO SPADE. I x'' - --i•• - -�{-----4•l+--�r� �- - L�L-_-yaN-_-_FAN_-_-1 R 1 • 1320 Q 12. CONCRETE FOUNDATION WALLS ARE r THICK LJ J . r A 'i__J L_.T L_J L_J L-J L-J C, UNLESS NOTED OTHERWISE. I l e A �.v13, FINISHED SURFACE AROUND THE BUILDING PT.4x2 ./ IP°R SITE CND.I I �" LIP O�SHALL SLOPE AWAY NO LESS TAN 2%FOR AT HDR I LEAST5 FEET I14. COVER CRAWL SPACE FLOOR WON MIN.6 MIL. I Hi POLYETHYLENE VAPOR BARRIER, - _ 15, SLAB ON GRADE SHALL BE 3.S MINIMUM LJ • - THICKNESS PROVIDE 6YJL VAPOR BARRIER I IF-iY BELOW SLAB OVER 4'MINIMUM FREE DRAINING O - GRAVEL OVER FIRM NATIVE SOILS OR 124"324H10'FT STRUCTURAL FILL PER SOILS ENGINEER. 1l 4`4 PM.U N.O. lA h W/I3)a4 EST 00T = 16, REFER TO SHEET S6.0 FOR TYPICAL NJ Q '/• /I�'- c FOUNDATION AND CONCRETE DETAILS. Fes, 24'x24•AIE PER SITE 15'XIR'x1E FTG 6 r 17. SLOPE EXTERIOR ER1OR sues A'PER FT AWAY FROM L At- FTG W/l;) I BUILDING.HOTS. COND, R4 EW BOT WARRES ROT. --i-B _ - - IR DO NOT SCALE DRAWINGS.REFER TO , I 18 ttP UNO 1 —U ARCHITECTURAL DRAWINGS FOR ALL D60 I �m, L _J L, gMEN6K)N6_ 4L' F-'y2 6�8 —♦{} B-4%6' S'<]/8 6d]/E F-4 / ( 6,]/g 7224 II' _ PT Ut J I' q \ m FOUNDATION LEGEND LEDGE _ - J• L_ I HDUz T r r—1 r1' r-1 �- r l C FG NOR FLOOR FOAMING AT HEATED AREA \ I g L_J— L J� L-J r- L_J —`l, a ABV.CRAWLSPACE:11TA'IJST FLOOR JOISTS C IF yQ LN ® �� /I E O.C.U.N.O. STEP FDN Dui PER SITE ^t I Y WALL HXNf ES l WALL PER mf•. Cp FO 10 ABOVE ---- A9BREVASONS 5/S60 TO STEP HJN0 _.BDS ABOVE NDLED - I - MEET GRADE WALL PER STEP FUN WALL PER FINISHED FTG FOOTING I ..0 i0 FLOOR \\ S/S60 TO MEET GRADE I MEET ' F.SC. PALE OF CONCRETE 9 ILy 4.Oy, TI. T'x—L�J, ]']}Q �® \ / e, T HO HOEDOWN $ 11 ' 4x1l HTM AJ SIM / FIXTURE ABOVE l- R �\ SIM I $ • : G }I—�r -I I- -+-I-� RLaA FURNACE ABOVE 1 / \ � I T.O.S. TOP OF SLAB -_ / I PoNY I SOP. BOTTOM OF FOOTING I FR' 64Y8 { SAW, ( l 6JY6 E- /____\ __ _ 4_ __W/ilL__J .. T.O.W. I TOP OF WALL -I TRANSITION I ® - + I I I TO RAT SLAB 1 L i- l r T " r 'i 4x10 HOR r l r� 1 1 s n LEGEND I 'n I �L T__----HiI---A� L IT L-B; \ t m STEP FDA -I-+ L gelp"' A --- - -__ linkl I/O ANC CONC.SLAB'TOE OF WALL WALL PER -I11Z,Tr -r "r -r -1 r STEP FEW WALL 10 f SPOT ELEVATION MEET GRACE -� •F -�-�� - ~� MEET RADEI '., •J �HpM XOLWWN PER SHEET 511 J 4-'< L J /'-p' L J 4'-q' L _J4'p4 L ",� G2 LOCATION OF DOWNSPOUT 24'524'ETC 2: SOLED STUDS ]j A fl �' s PROVIDETGHTLINE AND DEEP FTC.W/ VERIFY GARAGE ABS ESHALL LAND I, m \ ¢ . _ O RISER BOOT 3 DULT.E.W.ttP. SLAB HEIGHT i-- FNTOP OF'NE N c^ -I ITH GRADING T DOUBLE JOISTS = '� • CMWLSPACE AREA(MIN. I •.. is I 108 CRAWL fi4% ( 6'JY6 JY6 6dY' ]'-1�6 0 (� IF GRADE TO FRAMING) l 4-TIYC r -1 4'.V• r l 4'-A• r _,(.AY4 lr' r j I /Iy— 11 J /. = 02 POST STEP WALLL fDN kr PER Y � ---r+� 1 I rTr 4x10 HDR r ' 7-1 11 \Y 5/56.0 i0 rJ L_ti'✓rONC SLAB--Jrn 6 {, J L II - _T: --L � - e-J4--'-'0- -{L-a J---- L_J—•— ( B 0 m [\ CRAYASPACE VENT. MEET GRADE �J? SIEF FGJ WALL r' L_ JI L • : N Q O PROVIDE MS SO,IN.NET RCRAWL SPACE PER S/568T U I 24' OHIO'FTG� `s FREE AREA i SLAB SLOPES 'PER r M� ET GRAD' I I W/ SPUD BOT n LL FROM BACK TO APRON Q FLOOR FRAMING OVER N I W CRAWLSPACE 1 4'-10�d 4'-D• 4'-Ip 4'-toy' T yU6 -'/Yj• O `1- Sr, STP FEW -L--A L� r-1 r�1 r—l r I IRA rtl a LL_ O FLOOR FRAMING NOTES WALL PER r���I4xID HDR I f H-IH�ly I �- O 5/S6.0 To IT —7 _ _ FLOOR FRAMING ABBREVIATORS J L (t�L4 A 3 L-J 6-1YQ n'-ty' 6'o�' 6'-It' • 4 MEET GRADE f INSTALL CONTINUOUSLY Oo12 STEP FDN WALL �'--T r R JOIST SRESANp SPACING PER ORP.WIXGS SF STRUCTURAL FASCIA 1 2x4 PONY WALL OPERATED MECHANiCgI I PE0.5/56 D T ® •"• y SEE SHEETS SI-S1,5 AND SAO FOR TYPICAL FB FLUSH BEAM I YSTEMAi� MEET GRAC> ��������- ���� -1 - r- 400 HDR r-1 r 1 r -1 J WOOp FRAMING DETAILS. I THE CRAWLS A `� - —s—y-- H-aH-'/•"---ti••ey----T-{••a-�^----i t KM HEADER I T05. T.OW. ,- LL�� L_ F "_�_L_J SYSTEPLUMB SSHALLG. BE DAL AND PLED BUILT STHDL� I `PONY WALL , „"�,��,,,,'w� wN,314'� ,N]'rR1 1 rSTH 0 — I FL TURFS 1'-2k RI AV SYSTEMS SHALL BE pESIGNE0 AN0 BUILT TO 05 DRAG STRUT TRUSS 5THp14 L_TT', ®_ _ _J /('T STX pi ABOVE VI ACCOMMODATE Y'PER FLOOR WOOD / _ / SHRINKAGE WALL TOP PLAT 6PUCES SHALL GT GIRDER TRUES 0 ]n-Q I I I I---I ml V BE PER DETAIL I0/S1T HOLD DOWN ANCHORS o EF 11 SHALL BE INSTALLED PER DETAILS ON GLB GLU.LAMINATEDTSi.0F BEAM IEEE I -_- ti _ y I I1 I- 'JRI SHEETS 511 AND DETAIL 1133.0. SHEET 51.0 FOR CAMBER INFO.) 2T-0' S'-TIC I II ` t m L T cos. Tor OF SLAB ®/all ank� ��® ®ia 0 wp 5100 csLAB r� _III ' Ir _. I� In m L • = ICIF tom 1 --1 ICJ J 4I Q. t 0 SHEAR WALL NOTES `/,1„\) I., /ELF c, . V I ., 2V-3' 1K'. .E 6'-S 11'-D' B'J' VL' CD > D Y FT•0 SP WI.-0. /> Q 0 Q SHEAR WALL TYPE SHEAR WA©FORCE • l {L O 9 t. SEE 31.1 FOR NAILING TRANSFER AROUND WINDOW SEE 73/311 �HDXX HOLDOWN TYPE-SEE S11 R p 0 m 1= Z THE WOOD SHEATHING DIAPHRAGM SHALL BE CUM C Q APPLIED TO SAME SIDE OF ST WALL AS SHEAR WALL TAG AND SHALL CONTINUE ABOVE AND PLAN 6065A (R) SG FOUNDATION PLAN O d CO BENEATH OPENINGS. V T SOME SHEAR WALLS REQUIRE(2)3T OR 3A PLATES AT I/4-1-0 CO< 0 THE RVIALL FOUNDATION OR E ABUTTING PANELS.SEE ` L6 6XFARWWLLTABIE SHEET IA'511. , /1 SEE SHEET S1 t FOR TYPICAL SHEARWALL DETAILS . SHEAR WALLS CALLED OUT ON THE PLANS SHALL O EXTEND TO THE PERIMETER FOUNDATION WALL 'PA'INDICATES SHEARWALL BELOW FRAMING SHOWN • - 3 REFER TO SHEAR WALL SCHEDULE ON 51.1 FOR 2 JAR., 15-03 ADDITONAL INFORMATION. R A -FF-LM=FLOOR-TO-FLOOR STRAP.PER TABLE W51.1 (heel IS, S DETAIL BORRT/SIT Sheet Order: A S D I MA-5 SHEAR WALL NOTES liI F 9M SHEAR WALL TYPE SHEARMMLL WITH FORCE - mra - \ SEE SII FOR NAILING TRANSFER AROUND WINDOW SEE&51.2 /—HDSX HOLDO`IN TYPE-SEE 311 ( F -_ ,D1L THE WOOD SHEATHING OMPHRGIA SMALL BE "" I L1I�] r n t APPLIED TO SAME SIDE OF SIUO WALL AS SHEAR E,: :.A. F C..I, �. t e t S. WALL TAG AND SHALL CONTINUE ABOVE AND BENEATH OPENINGS. SOME SHEAR WALLS REQUIRE(1)2x OR Jr PLATES AT `t5C.ufr Wry,4hS18 REQUIRE THE FOUNDATION OR AT ABUTTING PANELS SEE -rN -W6�lYiAL..." SHEARWALL TABLE SHEET 19/31.1. - SEE SHEET S11 FOR TYPICAL SHEARWALL DETAILS ` m i 1L SHEAR WALLS CALLED OUT ON THE PUNS SHALL CS EXTEND TO THE PERIMETER FOUNDATION WALL. r{ Ss -Pr INDICATES SHEARWALL BELOW FRAMING SHOWN. F REFER TO SHEAR WALL SCHEDULE ON SII FOR CO ADDIINNAL,NEGRI/ANON. NON -MORO•FLOOR-TO-FLOOR STRAP,PER TABLE S/S1.I -- .- a DETAIL WR-TUSLt _, ..... [-,._ �� d I ND, Q PS 0 — I L .41110 s.cHH —sTHDA, 1 I t ' e - S ypu('SiQ' J .. J La. ( ) /-T T \_ I ' C:: s d a A _ > _ m f0 00 9-1- ID CD et a a 1 L. E Q CO N I r ; FZ. yrro,e-` _ --,, / MOIY I NOTE ALL EXTERIOR WALLS srtm SHALL BE PS SHEAR WALLS as cie LLiF ' d O. E \ ❑ �® PS AFC,� 0 0 0 vt EIV_ ) D a-, ® > 41 Ne 67 LLc o L +-Naae c a o tOm 1— z PLAN 6065A (R) SG SHEAR WALL PLAN 0 y tso 1/9-'1-0- C)Q A a. t ` 181,11... 15-03 Sheet No.: Sheet Order: A S D c MA-56.4 s ROOF FRAMING LEGEND ' LEGEND HANGER(PER TRUSS I MANUFACTURER U.N.O./ ROOF TRUSSES WE POSTinA DRAG TRUSS i , TYP. ® 69.0® GIRDER TRUSS Ir T GABLFfiIGTRI } .,. .. VET 5 CUT HOP c - (n2xtB NOR [[ -I2f2sIGHOR-ID IS)dt0 HIM (D A10 IAA I N ZI Hu at STICK FRAMING 1 I (4 •N I l .0'-8'T IlYDLINb I -1 M i l b r a n d t • .� FALSE FRAMNG ) 14 CORPCNJYFD INiO A [ [ b ( t.e [1 s OR OVERFRAMNG - - © 1 Att BOTTOM CHORD OF TAUS. F---T 1 ATTIC ACCESS 3 ® 0 : IC I PANEL SEE-ADO Ip t5fmb9iwey SNII]i1 ___ I' Tz'-t z�z,� WHee SEUIDE E4�INf�� .. / R g5.e5e11g P.US,ifA 'e /J/ R weMl.e«d4ao . m IF)2T POST U.N O.BY C.\IZE I o WHEREX•POST STUDS $ }�I1 „ OR OOF BUNDLED STUDS 1 _ ��yGU /11^� • \\\\\\� PONY WALL I SYd Q Vl' N(L of ******••••.• INTERIOR BEARING WALL 'II / = CV PEON n ") •X10 HDI 02e1D HDF la 10 HD \ - ♦- -- —- g H % RAISED PLATE • _�'+�_— —_ }� '[ \tl % ..: = q �2 �a M ,� al 17' r CLEARSTORY AREA I 3\\ HUS BANGER RUSs � �/ ® RK 1=1 �Oi O�` p I i v T<FB nP./No t • /I ROOF FRAMING I¢ +t¢1 \\ J -, r / ',L _ PREMANUFACTURED ROOF TRUSSES IF ; \ 1 `\ TOj L / • eN OC.U.NO. S I 1\\ ., m ' ABBREVIATIONS j- I \ • � ( I / G < 9D. SF STRUCTURAL FASCE Iv j $ t m 1• ; c FB FLUSH BEAM I 1'1 \\ n 11 r1 _n Y :I_ GT n RI n -._. _--� •_ ....... P , r .. ! BOB HEADER IN ERgP drib1 I- n I 1 1 EARINC WALL '' ! z I' Gs DRAG STRUT TRUSS I 1; `-� _ „/ 0 c GT GIRDER TRUSS _..__._..._...._ ... \ ... .... I/ / 5, O a' GLB GLU-LAMINATED BEAM(SEE SHEET S1.0 C i FOR CAMBER INFO,) \ / Iry ROOF FRAMING NOTES D j V N e % \ v e to s` =' ONLY STRUCTURALLY REQUIRED BEAMS AND / • \ JJ'' C Io HEADERS ARE SHOWN. I N / , \� TYPICAL ROOF FRAMING CONSISTS OF I/IE OR 10 I _y ® 1 ` - � v APA RATED SHEATHED(SPAN RATING M/161 OVER I I '1 ` PREIAAHUFACTUREO TRUSSES ATD4"O.C.,UN.O.AT j / - •- IP 6,ARINNT WALLERIOR \ ROOF FRAMING`MTH FITCH LESS TITAN OR EQUAL TO I 1 212.ROOF CONSISTS OF 6A'APA RATED SHEATHING T .V /`\ \ G I (SPAN RATING HOEDI OVER PRE-MANUFACTURED / / '= w TRUSSES AT DP C TRUSSES. PROVIDEIQ.SI CLIPS / / , \ \ •T EACH ENO OF ALL TRUS6E6,H254 EACH 610E OF ALL / /f t \ MULTIPLE TRUSSES,UN.O,END TRUSSES SHALL BE 1 - 1\ L _ DESIGNED TO SPAN OPENINGS U.N.O.REFER TO 51M.O /, / I ( \\ \ I® C e ARCHITECTURAL DRAWINGS FOR TRUSS PROFILES. 590 ( \ 1 ; 9' ) I \ C IO NAIL ROOF SHEATHING OV WITH SO SITS 0.C.AT FRAMED / 1 PANE_EDGES AND OVER SHEAR WALLS AND AT IT / / I \ Ir_ a QI O,C.IN THE FIELD,LINO, I { r se '1'.."INDICATES SHEARWALL BELOW FRAMING SHOWN. / \ I I � REFER TO SHEAR WALL SCHEDULE ON 14161.1 FOR '_= // 4 I I / I \\\ C V/ = - e ADDITIONAL INFORMATION.ALL EXTERIOR WALLS ARTA./ r I / \ C I- m. Y2 = o ALL BEAMS,HEADERS DOUBLEANDBE SUPPORTED ON STUDS TRUSSES SHALL I 1.1 I_tr U .�,' y ® ,� ii OF ALL HEADERS,BEAMS,AND STUDS U.N.O. ✓ HOC (.1 .,,_ r r. W GT IN LENS POSTSH OCCUR P(TRIMMER)STUDS AT EACH ENO _/ PROVIDE El BEARING TR ANO GIRDER TRUSSES SAP I HUC ,� L1 L7 IN LENGTH ANC OVER U.NO. / l Y. '..:;:�. :...:.. I1 0 e • PROVIDE SOLID VERTICAL H = G 5' / GRAB BLOCKING SOLID THRU FLOOR TO MATCHING /� 1F• FL LL SUPPORTS BELOW.U.N O. . _ (\ o a l ATE WALL FRAMINGCONSISTSOFSIMS ( ( • O.0 AT EXTERIOR WALLS AND DES OR mr6 AT 16' O O,C,AT INTERIOR WALLS PER ARCHITECTURAL 1 U I H11C C DRAvm+cs.ux0. I - I , q FRAMING TO SHEET 56.0.SS.D.SO FOR TYPICAL WOOD I✓_I f..THUS'__) 1 ? - FRAMMOOETAILS I •€1 �� v 8 Y REFER TO GENERAL STRUCTURAL NOTES ON SHEET S1.0 FOR ADDITIONAL REQUIREMENTS. ! - f SEE ROOF PLANS FOR VENTING PENETRATIONS ® / T ATTIC ACCESS SHOWN IS THE MINIMUM REQUIRED BY f . :. a)CODE 144 S SLIM(L8 HDR, _— —_�� (�(L� c v w Iu u v 1 I 1'- + _�_ OR D y NAIL THRU SHEATHING WITH 0{)AT D.C.0 FOR D C ... H00. / GT 2 \} .611s1)HOE IG 9HUR ` /R T • ENTIRE LENGTH OF DRAG STRUT TRUSS. 1 9 RV DO NOT SCALE GRANTING$.REFER TO 10 - EATS 1` L ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS, IS S90I )(2)L10 HOR _ G TV cu -_ RAISED HEEL I� r L. „T GAMST TEA C O C HUE4l0i`• _ NaD NOR ( 59a In htU HD Iz)2nU Ip�', I D. O Sy DIMENSION INDICATED FOR RAISED `}'��-9 POST Fes_j� WBLEE TRU55 L. 0 y HEEL ASH)CONDITION NV —TOP Of PLATE ®SHE 0 N .. 0 i l D s a 0 c0 d P Z PLAN 6065A (R) SG ROOF FRAMING PLAN 0�{�I a t/P=1•O" 0)< 75 T 0 f 1ob1o. 15-03 'a O Sheet Nes rc Sheet Order: A S D I 'r'~_5v. 11 • t t Y �p 12 12 MI rundi aft �+ { 4 12 �'�Ki. 1$ COMPp51T10NRWL5NINGIIIr4 gtl��'A`t2 E� I� krM7 L-k ® 1z __gEncsroav �� ,�y u-: ii 12 0- —__ S _—_—__—_—_ 2x6 TRIM FO0.HALF ti n/lu� ® LIMBER APPEARPNCE 1� �..,9I��.�• I� FIBER CEMENT R AlfNN•rii STUCCO PANELS INN. Rq y 12 0 8 METAL GUTTER OVER SV��OAgCy' Air4t4ir2i1tr1Magaakkargitl. \ ® AR > Y.x6FABCl �PT V 12 lr . —_— _ • W PSUN H 1]� SP I KI ND, ,r CIF ■■ ■■ 2r6 WIND'JW 113N Q• �R�.. ... �, (Tp ■■ ■■ - : - TRIM SURROUND 9aI'/�R 0Q'F'� D2 - _ IL l I I� ®MIPIEXTRUCEDNNYL f 9 1 ram.....-: 1A' LI R v ml 1-1 S'®'9 ^r® WINDOWS 3 20 "MaraWSHED ap Ofi f COVERED RAISED CONCRETE PORCH �ST\ EXPOSED AGGREGATE WALKING SURFACE - OUD W WU,ARCHED 9FACE AL SIDES POST,GYP.PER DETAIL 13/At0 _ STEPS AS NEEDED PER GRADE Plan 6065A(R) SG FRONT ELEVATION AMERICAN MODERN c NOTE TOP OF WINDOWS I a AT FIRST FLOOR=9.0'A FF UNLESS NOTED BY a C-i t _ irk U) n my YI ^ e AF O � ,2 12 S 12 12 VS 12 12 R \12 It 12 - L 127 N12 �� CEILING PRONLE 12 IZF E� 12F 12/ 12� _ 07 - c OVERGREATRWM o 0 _ COEFER BEYOND �f.� 8 0 e'-D LOP OF PLATE TOP OF t8 C —� LI _lay vy D� - \ a— PLATE ® 00 aW 7.—,,,,,, - Mill 1r � - z� • - o� __ FLoon 12 _. Trr �1 E(, l = EiN FLWR = QoD: _—_ Mo �HN �,{:S ._ TDP OF a �4 TOP OF 88 AF, DN_WALL _ _ . It_ FDN.WALL_t 8 TOP OF o " x W O +a t It '$a EDN.WALL _ '/ a PLAN 6065A(R) SG LIVING SIDE ELEVATION B £ % va-=,•-n ENGLISH REVIVAL PLAN 6065A(R) SG REAR ELEVATION m a PLAN 6065A (R) SG GARAGE SIDE ELEVATION 1/8 =1'0 ENGLISH REVIVAL W Ii alk 80 u ^C �B UP1. O O re M I I I , 0 0 Q1 N Attic I d s a TOP PLATE ii it II II �5 12 TON PLATE 'I - R 0 FNN W O RI d H- Z 3' MI 0 14R' 1 C C Great . s5rc 0 d 0 WISH FOOR Den/Bd 4 Bedroom 3 Room EntryFINISH Q OC6T A a ® r,wl ra •AA iCk ink mvir al PLAN 6065A (R) SG SECTION A • Plan 6065A(R) SG SECTION B -0' AMERICAN MODERN lel No: 1S03 AMERICAN MODERN . Sheet No Sheet Order: A S D ' MA-56.6